Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
943 AA - TR30422-1 8/28/2006 Street Light Plan Phase 1 Menifee Lakes,COUNTY 01= RIVERSIDE
SIGNING AND STRIPING PLANS
TOTAL QUANTITIES
ITEM NOTES
BY
BY
CONTRACTOR
COUNTY
P DT PAINT 4'' DASHED WHITE STRIPE PER CALTRANS
-
5,350 LF
9 STANDARD PLANS, PLAN NO. A20A, DETAIL 9.
PED ]T PAINT 4"/4" DOUBLE YELLOW STRIPE PER CALTRANS
-
3,130 LF
22 STANDARD PLANS, PLAN NO. A20A, DETAIL 22.
RETRO-REFLECTIVE PAVEMENT MARKER WIHTOUT PAINT
3,140 LF
-
26DT PER CALTRANS STANDARD PLANS, PLAN NO. A2013,
DETAIL 26.
P DT PAINT 4"/4" DOUBLE DOUBLE YELLOW STRIPE PER
3,100 LF
29 CALTRANS STANDARD PLANS, PLAN NO. A20B,
-
DETAIL 29.
P DT PAINT 8'' DASHED WHITE STRIPE PER CALTRANS
-
260 LF
37B STANDARD PLANS, PLAN NO. A20C, DETAIL 37B.
P DT PAINT 8'' SOLID WHITE STRIPE PER CALTRANS
-
1,150 LF
38 STANDARD PLANS, PLAN NO. A20D, DETAIL 38.
T ❑ APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER
DT
1,680 680 SF
-
1 2' W CALTRANS STANDARD PLANS, PLAN NO. A24E.
T pM APPLY THERMOPLASTIC ''STOP" LEGEND PER
240 SF
-
STOP CALTRANS STANDARD PLANS, PLAN NO. A24D.
T PM APPLY THERMOPLASTIC ''TYPE IV'' ARROW MARKING
440 SF
-
IV PER CALTRANS STANDARD PLANS, PLAN NO. A24A.
SIGN INSTALL STANDARD SIZE SIGN ON TELESPAR POST AS
IS INDICATED PER CALTRANS MUTCD CALIFORNIA
35 EA
-
TP SUPPLEMENT, CHAPTER 2.
INSTALL STANDARD SIZE SINS ON TELESPAR POST AS
SINS IS INDICATED PER CALTRANS MUTCD CALIFORNIA
14 EA
-
SUPPLEMENT, CHAPTER 2.
DIG ALERT
FOR
TRACT NO. 30422-1
215
]\A r IN I r r r
GENERAL NOTES & REQUIREMENTS:
1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS
PER FEDERAL HIGHWAY ADMINISTRATION MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES, 2003 EDITION OR ITS LATEST REVISION) AND
CALTRANS MUTCD CALIFORNIA SUPPLEMENT (MAY 20, 2004 OR ITS LATEST
REVISION), CALTRANS STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION.
2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS.
SIGNS SHALL BE INSTALLED ON 4''X4" WOOD POSTS WITH ANCHOR BLOCKS
UNLESS OTHERWISE NOTED ON THE PLANS.
3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED.
STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC
STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL
MATCH CALTRANS STANDARD PLANS DETAILS.
4.
ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY
SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT
N
MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL
BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT.
Q
DRIVE
5.
PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED)
0
SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED
IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE.
6'
6.
ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY
CG
w
YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE.
C7
w
NOT TO SCALE
7.
THE CONTRACTOR SHALL INSTALL SIGNS. THE COUNTY SHALL INSTALL ALL PAINTED
m
LANE LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE
Z
WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE
=
UU
Z
PROJECT LOCATION
DEVELOPER/APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL
WORK TO BE DONE BY THE CONTRACTOR.
8.
RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE
NEWPORT
ROAD
%%"
"".`
CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE
.►
SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE
CKPO
T
WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT
.Q
MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH ''EXPRESSWAY'' OR
SH��7 1
Q
''ARTERIAL'' CLASSIFICATIONS, OR AS DETERMINED BY TRANSPORTATION.
LOIRE �,
-
-
- - -
44
LN. •
CD
4 0
0
SH99T 2 ++ ' m
LA p��0,p,,0.
�.'
HOLLAND I ROAD
VICINITY MAP
NOT TO SCALE
INDEX TO SHEETS
SHEET NO DESCRIPTION
1 TITLE SHEET
2 ON -SITE (PHASE 1) SIGNING & STRIPING PLAN
FOR MENIFEE ROAD
3 ON -SITE (PHASE 1) SIGNING & STRIPING PLAN
FOR MENIFEE ROAD
LEGEND:
/— MATERIAL: P=PAINT (2 COATS), T=THERMOPLASTIC
ElXX INSTALL PER CALTRANS DETAIL
XX
DETAIL NUMBER
TYPE OF TRAFFIC STRIPING MATERIAL
T=THERMOPLASTIC, P=PAINT (2 COATS)
E
XX INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A
]XX THRU A24E OF THE STANDARD PLANS, CALTRANS
\__
-
TYPE NUMBER OF PAVEMENT MARKING. WITE, Y_ YELLOW
SIGN TYPE
XX
IS X-'0-- MOUNT SIGN AS INDICATED
MA=MOUNT ON MAST -ARM.
MP=MOUNT ON POST OR POLE.
SP=MOUNT ON SIGNAL POLE.
TP=MOUNT ON GALVANIZED POST AS PER
COUNTY OF RIVERSIDE STANDARD NO. 816 - STREET NAME SIGN.
= PHASE I
TM
O
BEFORE CAUTION:
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Callat least 2 worKing days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER ONE CITY BOULEVARD WEST-SUrrE1285 BENCH MARK: MS 4074 FOR TR 30422-2 I. P. NO. 050254 SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT / ORANGE, CA 92868
ESS/ QF ES$/ 714.939.1440 COUNTY OF RIVERSIDE
NOT COMMENCE UNTIL AN ENCROACHMENT � APPROVED BY: OQ� 0��1 (FAX)714.939.1441 SCHEDULE 'A"
PERMIT AND/OR GRADING PERMIT HAS BEEN o A.O Ey (P .� �, ENGINEERING COMPANY rickengineering.com PHASE I ON -SITE
1
ISSUED. P nip v Q� C0 Orange San Diego Riverside Sacramento Phoenix Tucson
9y = PREPARED UNDER THE DIRECTION OF: SEE ABOVE SIGNING AND STRIPING PLANS FOR
THE PRIVATE ENGINEER SIGNING THESE PLANS IS No.33950 Z *�^ NO.C46568 r*� q
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-0419 /Q Exp.6-30-07 � OF 3 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE HALE A. 0 M DATE: tr /fir TRACT NO. 30422-1
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY f CIVIL ! " i �y""�"�
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY sr CIV1\1 �Q / %' . MENIFEE ROAD
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4 �� ' nn ,,'-/ BARRY J.0 WA R.C.E. C46568
ACCEPTABLE SOLUTION AND REVISING THE P-ANS FOR DESIGNED BY. T.M. DRAWN BY: A.N. CHECKED BY: MILK / Bic Fq� CA��FO Z,' Z�� OF CA1.���� DATE: q1 �1.6% REGISTRATION EXPIRES 6-30-07 SCALE: H: N/A DATE: yy,o, COUNTY AA
APPROVAL BY THE COUNTY. RECOMMENDED WILLDAN DATE: V: N/A FILE No,
Or\14590\ON-SITE\14590title-V2.dgn
JN 14590
\\srv-orn1\RickStandards\IplotV10\P n\colcomp.pen
26-SEP-2006 15:56
------------------------------ ----------- ..........-------------------------------------------- -......... -------------------------- ---- - ------------------------------------------------------- ............ ------------------- - -
74
XX
DT
------------------------
--------------------------
NEWPORT ROAD
is DETAIL NUMBER
TP
is
TP
.J I TYPE OF TRAFFIC STRIPING MATERIAL
STOP
TP
lilt
44 EDXX INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A
XX
40
19
SIGN TYPE
XX
/4 MOUNT SIGN AS INDICATED
XX
MP=MOUNT ON POST OR POLE.
to
SP=MOUNT ON SIGNAL POLE.
;;C*) R4-7 TP=MOUNT ON GALVANIZED POST AS PER
is
COUNTY OF RIVERSIDE STANDARD
LL PM
P If
ru
100,
226 M R1-1,SNS R/
fill PM 29 PM 3� 1 co
'40 it
It
TP
18' STOP
IL I
IL is 28'
it
TIP I it III
It fit III S file-'
SINS
it TP
It t
[it If
it 'It P fill
ill III it, low III I I I
III R4-7 1 if
I It
VO
if uj
CC CC
ix
cc
uj it I if WAY III
Nom
It
co
I It it I
GANTIJVIE CO
if
ul
bi If
i if
If If I I
fill
SUNDIAL CIRCLE t It R w It
SNS
TP
A ma If it
I if III
GOOSENECK TRAIL
is
III if I
TP
OY
TP
29
+30
Ok
LINe ST MATCH LINE STA. 27+00
see S"sel SEE SHEET 3 OF 3
DIG ALEPT
CALL 4z,
BEFORE CAUTION: 0% GRAPHIC SCALE 111- 1001
1-800-227-2600 YOU DIG! EXACT LOCATION OF EXISTING Ok
UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
callat 60st 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER ITY BOULEVARD VVM - SUrrE 1285 BENCH MARK: MS4074 FOR TR 30422-2 1. P. NO. 050254 SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL 0,FA ORANGE, CA 92868
NOT COMMENCE UNTIL AN ENCROACHMENT 10ESSif TRANSPORTATION DEPARTMENT �Vof ESS/44,* 714.939.1440 COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN �p A. 0,, APPROVED BY: .14 1 %J. ENGINEEIUNG COMPAN - Y (FAX)714.939.1441 rickengineering.com SCHEDULE 'A -
Orange San Diego Riverside Sacramnto Phoenix =..n PHASE I ON -SITE
THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 33950 PREPARED UNDER THE DIRECTION OF: SIGNING AND STRIPING PLANS FOR
If
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-10,W, 11111� 11111$44� .0 0
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE EXP.6-30-07 OF 3 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUN, APPR. DATF �X KHA A.0 MA DATE: TRACT NO. 30422-1
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE CIVIL
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS COUNTY J> CIVIV MENIFEE ROAD
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR OF 40`4�_
APPROVAL BY THE COUNTY. DESIGNED BY: T.M. DRAWN BY: A.N. CHECKED BY: MILK BJC CA1. OF C k0i DATE: ql2k"_ REGISTRATION EXPIRES 6-30-07 SCALE: H: DATE: W. 0. COUNTY
\\arv_orn1\RrokStondords\|p|o+v1O\Pon\ooicomp.pon JN 14590
26-SEP-2005 15'56
cr--
� w
� Q CL I—
w aw o
� Q a +- i__ ix
w aw = w
Qw = w QLL
�- �L/) =o
o
L� =o `�Ln LL =Z
O+ N')— C 111
cv Lr) IT c� F s�,
o+ N oa M0 W Q �40Vs��1
In N w l-- rn 0'). �.. ,
W In v
w AT CH 0
+3 w cn y R Q' O
SIT SHEET R2-1 (25) MATCH LINE �, �.. Q„ J i, Q• w
III SE 3 S P R1 -1 , SNS S TA 27+00 \\y� ! ;'�, A 3
cp 0
OF R4-7 I S E R� �,
SH T OF �1
`,_
17 2 ZL 2T1'1 I S OM1 -3 P P SE EE 2 3�Y�� %' ,,' ' ISSNSEIP8 T TP TP 37B DT - T PM Z' 22'll DT P PM STOP 9 DT TRES LAO05 T I S R1 -1 1il DT 29 ``soy ;, Ysy., r'i / �0 �i'' L,% Q '94 �'C'
_ DRIVETP I�
I I T PM R1TP I S 29-- - -- - -- _ R/W I PM 22 22,�, PM T R1 -1 ,SNS .\ \`�� W1 4TP I S s�'4
.�, - _ __________________ _ - 12 W STOP I S �` Q , °° r �!
W is R3_7 W73A (CA) I S �� ,� _ _- -_�- -_--- VAR TP ♦ n
F, X
I I �l R/W _ - VA _ — _ — _ _ N _ -20' cw. R�+S p
M _-_-_- _ _ - cr- w a �.A p .� „ SNS ;'ram p
15 - w� 6==== __- - - --------AR =2� -_= ry �OS DT 9 ,�\ , �� ISTP I:,
U. to 16' 16 ----------=-20, PM _ _-„ ,O41VE ° , t�
6' - - RIVE R/W ------__ STOP _ �� 20 <�► , ,�, `i'\
0 -� -�_ - S LAGOS :�� ,, __ rj R1 -1, SNS c,
P DT R1 -1, SNS S �H -- _ =20' TP � V
WT P DT29 22 TP u M T -\ a► p/ !. \�'� ���\\\\ �' i%' �//r /,
d I µ DT 26 T M 1 2 W DT 40 _ P DT
29 �, I S a.
If DT 29 STOP R1 1 - �LODEN CIRCLE R 'N N • ,2\` f;J oM1
I (� DTP P I S TP i p=t=-_�>;ti __=Wit_-J_� I S N +I DT P 0 S SNS
' �'`_ �w R4-7 II NII' TP , , l
OM1 -3 ° lii� \
1'.. 9 DT 29 C5 " _ a 28' "�� TP in HI 22 2p �' I S R2-1 (25)\'�;� + ,�,' �,, v
T P �1'
1 � III � I,I P \ � TP
` o II i p `
1 28' \1 III I DT
uI �\ i,
R/ $ / ,
W R1 -1 0- 0
4j 1 I,fit is 2 w s SNS
TIP
, II 11 1 S
T
PM TP /
STOPQ
Nil/
I S OM1 -3 T PM
Ill : I aN , TP 12''W L,
Fi'Cb bar r \ I'" a r P 1"u , �/, 0
j� /�/ `� N r DT
,l I /IP DT , < 0
fi
t ,� " 29 29 ,
Is
a
I 4-2Ir"I S ROCKY
I TP IlIl ll Qj
��llN/, I! / w
-�0 NT COURTit
28
\.
\
W -Iil __-_ _ 18' P Q pc�v
_ _ _ _ 'b:,
DT
38
♦ O
IP v x0
fri a O DT ��
_ s :� J
40
M I rrr I�' J
STOP �I T Q► Q� Q►
R1 -1 SNS u M �� P t-0 �G�
v ill I V ��\o �\
TP IS T III a V
12"WPM ;° o"' z LEGEND (THIS SHEET):` , DT
22
I' III
11 I
I l l I I ♦R ` T
PM 1 2 W
I. R'
`\ 20; PM STOP
MATERIAL: P=PAINT (2 COATS), T=THERMOPLASTIC
1'11� 11 1 C9 X X
P ➢o DT INSTALL PER CALTRANS DETAIL R��1'
DT -�o ° o� P XX `
22 v mD DT \ �' ,� 40 % Z'
29 DETAIL NUMBER 29 `?� 4, CV V y�
P
T PM "� TYPE OF TRAFFIC STRIPING MATERIAL DT
I V I,I1P I 28 " ' I S S`
P
DT 22 T=THERMOPLASTIC, P=PAINT (2 COATS) "
la r TP � �.
\\1 R4-7
�Ik\ `I I S R1 -1 ,SNS P INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A ���'►� "rlr I S M1 -3
DT 38 N '° TP RM IV
THRU A24E OF THE STANDARD PLANS CALTRANS F TP
u TYPE NUMBER OF PAVEMENT MARKING. W=WHITE, Y=YELLOW 3, 4 hF
T
PM S
1 2'' W I-J !un 11
P 111,E n ==18,=== SIGN TYPE
I_ N
DT 29 ',,Ir ;;________________ 18_==== IS XX
T - --- MOUNT SIGN AS INDICATED
''I� �Il PM STOP XX
I 11
,II III MA=MOUNT ON MAST -ARM.
111 i MP=MOUNT ON POST OR POLE.
I
Iv 1v1j1 SP=MOUNT ON SIGNAL POLE.
IIN NII I
TP=MOUNT ON GALVANIZED POST AS PER
FUTURE PHASE COUNTY OF RIVERSIDE STANDARD
FOR TR 30422-2 NO. 816 - STREET NAME SIGN.
MATCH LINE
STA 39+80
DIG ALERT
GENERAL NOTES:
SEE TITLE SHEET.
TM 100 50 0 100 200 300
CALL
BEFORE CAUTION: GRAPHIC SCALE 1"- 100'
You DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Callat least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER ONE CITY BOULEVARD WEST- SUITE 1285 BENCH MARK: MS 4074 FOR TR 30422-2 I. P. NO. 050254 SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL Ess/ TRANSPORTATION DEPARTMENT r CA 9286a
�Q� L$$/O • 7014939.E 440 COUNTY OF RIVERSIDE
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: �Q �,�� (FAX)714.939.1441 SCHEDULE ',-
PERMIT AND/OR GRADING PERMIT HAS BEEN A. 0', EJ. .� ,�� ENGINEERINGCOMPANY rickengineering.com
ISSUED. �� �- PQ� �o� Orange San Diego Riverside Sacramento Phoenix Tucson PHASE I ON -SITE 3
No.33952` y 9y = PREPARED UNDER THE DIRECTION OF: SIGNING AND STRIPING PLANS FOR
THE PRIVATE ENGINEER SIGNING THESE PLANS IS / ea No.C46568 rn
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30- /y W Exp.6-30-07 OF - SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA A. 0 M DATE: V TRACT NO. 30422-1
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY / CIVIL ��' - `� I M E N I F E E ROAD
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `� CIVIL �Q
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4pF �Fl� ' �� Q / BARRY J. 0 N R.C.E. C46568
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: T.M. DRAWN BY: A.N. CHECKED BY: MILK / BJC ��"�� Lso���f CA1.��� DATE: JlZ`I C4i REGISTRATION EXPIRES 6-30-07 SCALE: H: DATE: W.O.COUNTY
APPROVAL BY THE COUNTY. RECOMMENDED WILLDAN AT : V: FILE N0.
0=\14590\ON-SITE\14590STR-02-V2.dgn JN 14590
\\srv-orn1\RfckStandards\lplotV10\Pen\colcomp.pen
26-SEP-2006 15,56
72
315
52
Ilk
in 37
272
3� LIGHT
Ul
190
34
197
INSTALL
A. 320
INSTALL
234
IS
2+45 INSTALL
2-33
283
LlqH
20 INSTAL
UHT 336
138 IN
"-S 139 " L 331
TALL
lei 330
337
130
179
173
142
145 STREET LIGHT -
0 STREET LIGHT
4-- STREET LIGHT 40
STTWE—T LIGHT
1 Sri
3+67 INSTALL
LA
10
PHASE 1
DIG ALERT
EFOPLE
EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACII_!TIES IS
UINDERGROUND SERVICE ALERT LINKOWN. CONTRACTOR TO
Callat least 2 working clays prior to excayallng. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE MIL -ENGINEER S620 FPIARS ROAD BENCH MARK: TR4 C T NO, I. P. No. SHEET NO.
WORK CONTAINED VITHIN THESE PLANS SHALL TRANOMMTATEON DEIPARMEN? - , i , , . i j 4:2 -
7�tA L C )1,.
33
328
6,4
APPROVED BY:
A. ENGINEF-kING OMPANY INTERSECTION OF NEWPORT RD.
ISSUED. 2
PIPE I TAG MARKED COUNTY IN
THE PRIVATE ENGINEER SIGNING THESE PLANS IS '40.33950 [1 zz n PREPARED UNDER ,E REC CAP WELL MON. STREET LIGHT PLAN
N AND Ac EPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE IKHAL�k A.0 DATE:
DES
IN TH OF DISCREPANCIES, ARISING AFTER COUNTY
DUR NG CONSTRUCT ON. THE PRIVATE ENGINEER REVIS!ONS COUNTY
APPR AL OR V
ENGI ILL BE RESPONSIBLE FOR DETERMINING AN
AC EFETABLE SOLUTION AND REVISING THE PLANS FOR Or FUR-.
APP THE COUNTY. r I i RECOMMENDED BY WILLDAN DATE: DATE: *'e— REGISTRATION EXPIRES V! 1"= 100 1 co. __ I .- Q c T-k_-,A�
-_----'_—.- .-- _
�
$
�
�
=
u
�
�
Rt\d_14590\rough-grading\phasel\4590rgsi.tlgn
\\srv-rlbl\RlckStandards\lplotV10\Pen\colcomp.pen A 14590A
21-JUN-2006 09,19
DIG ALERT
0 TM
O
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Cali at least 2 working days prim to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
CAUTION:
EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES IS
UNKNOWN.CONTRACTOR TO
VERIFY IN FIELD.
SEAL -COUNTY
�Essiq,�
A.Op
No.33950
Exp.6-30-06
MARK BY DATE APPR. DATE
ENGINEER REVISIONS COUNTY J`T C V►- �P
DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB 4TF CAOFO��
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
KHALED A.OTHMAN
RECOMMENDED BY WILLDAN
DATE:
DATE:
a:
�o Q�pF ESS/a*
z
No.C27678
�z Exp.3/31/06 tr
CIVIL
9lF of
GRAPHIC SCALE 11" 200'
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619,291.0707
(FAX}619.291.4165
ENGINEERING COMPANY rickengineering.com
San Diego Riverside Sacramento Orange Phoenix Tucson
PREPARED UNDER THE DIRECTI OF:
ROGER LEE BALLO R.C.E. 27678
DATE: REGISTRATION EXPIRES 3-31-06
BENCH MARK:
RIV. CO. B.M. M-14-63 IN THE TEE
INTERSECTION OF NEWPORT RD.
& LINDENBERGER RD. A 1" IRON
PIPE & TAG MARKED COUNTY IN
CAP WELL MON.
1984 ELEV.= 1425.301
VERT.DATUM NGVD 29
SCALE: H: 1"--40'
V: 1"-4'
BGR NO. 041531
COUNTY OF RIVERSIDE
THE LAKES
PHASE 1
ROUGH GRADING PLANS
TRACT NOo 30422-1
COUNTY
FILE N0.
SHEET NO.
2
OF 15 SHEETS
Rl\d_14590\rough-graaing\pnasel\459urgsz.agn
\\srv-rlbl\RlckStandards\lplotVlO\Pen\calcomp.pen JN 14590A
12-JUL-2006 09.21
10'
5' 5'
2.
• 2%
WHERE OPEN SPACE LOT
OCCURS SEE PLANS FOR DETAILS
R/W PL
5'
28' 28'
18, 18' 10,
5' 5'
TYP 1.5' TYP ,� 1' F
7.•
--3► 2% I 2/ --
N STREET UNDERCUT
UNDERCUT TO BE
DETERMINED IN FIELD
TYPICAL SECTION
N.T.S.
FOR STREETS: LINDEN GATE LANE, SKIPSTONE WAY, ROCKLEDGE DRIVE,
BOWSPRIT WAY, TATTERSAIL WAY, GOOSENECK TRAIL, KINGFISHER CT,
SUNDIAL CIRCLE, STERLING CIRCLE, TREMONT DRIVE, HEATHERFIELD CIRCLE,
BRIGANTINE WAY, DAWNRIDGE COURT, STARRING LANE, WOODBURY CIRCLE,
SHEARWATER WAY, LAMPLIGHTER LANE, LODEN CIRCLE AND ROCKY POINT COURT
R/W i R/W
86'
43' 43'
15' 28'
5' 5'
e� (TYP
12%
2
�T_
28'
15'
(TYP) (.N
(2V T.
_ 2� t 2•�
5' MEANDERING
STREET UNDERCUT TRAIL
DETERMINED I
TYPICAL SECTION
N.T.S.
FOR STREETS:
TRES LAGOS DRIVE
ROCKPORT ROAD
TW
2" CLR
x
a
LO
i
F.G.
T F
0�
a-
-
N�r-
MaX
2•�
- #4 HORZ. CONT.
@ 24" O/C
'T': 8: CMU. W/4" @ 32" O/C
DRAINAGE SYSTEM
:2)-#4 (TYP.)
'ONT.
- - 4" @ 32" 0/C
0
N - LL::: 71
2" [.wj3"
2/-All
RETAINING WALL (B) W/ 011 TOE
PER RIVERSIDE COUNTY STD DWG NO. 284
NTS
DIG ALEPT
M
i
CALL CAUTION:
BEFORE
TE
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Call at least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE
APPROVAL BY THE COUNTY.
TR 30422-1 TR 30422-F
z z 1.0'
FINISH PAD
VAREIS - 70' MIN. a �Q100 WATER SURFACE ELE�V.= 1427.3 PER PLAN
I.L- 3;1
1.0' 5.0' 13.0'
FINISH PAD TYP' 7P' FINISH PAD
PER PLAN � PER PLAN 2! •X
YP• - ROUGH GRADED
0. 12.0' 0.5, 1422.0' S;11 FINISHED SURFACE
0. 30 MAX
�~ o FUTURE TRAIL - SEE
_L Q100=1428.0 2X - PASEO PRECISE GRADING
4;1 LAKE EDGE- SEE BGR 04312 PLANS FOR DETAILS
a o MASS GRADING PLANS FOR DETAILS
ROUGH GRADED FUTURE TRAIL - SEE LAKE EDGE (OPEN SPACE LOT 344)
FINISHED SURFACE PASEO PRECISE GRADING
PLANS FOR DETAILS TYP„ ALONG NORTH LAKE EDGE
TYPICAL PASEO SECTION (OPEN SPACE LOT 366 & 367) SEE GRADI14G PLANS AND SHEET 15 FOR DETAILS
N.T.S.
SEE GRADING PLANS AND SHEET 15 FOR DETAILS
N.T.S.
CATCH BASIN FILTER INSERT
FRAME MOUNT SEE DETAIL
SHEET 11 RIM PER PLAN
�8" TYP. It- 20' TYP. IL
40' MAX.
15' MIN.
'' � j`T7 FINISH PAD 1011..VARIES VARIES VARIES 1.0
BROOKS PRODUCTS CATCH 4' MIN.
PER PLAN FINISH PAD
BASIN SIZE AND GRATE 2• PER PLAN
FOR BOX NO. 2424 3 MIN. 2:1 & 4:1 FOR LOT 364 ,L;�
2:1 & 4:1 FOR LOT 364
OR LARGER BREAK OUT BOX TO ROUGH GRADED
ACCOMMODATE PIPE, FINISHED SURFACE
BACKFILL AND TAMP PER THEN GROUT FUTURE TRAIL - SEE
SOILS ENG I NNEER' S PASEO PRECISE GRADING
RECOMMENDATIONS PLANS FOR DETAILS
PIPE SIZE AND TYPICAL PASEO SECTION (OPEN SPACE LOTS 351, 364, 368 & 369)
SLOPE PER PLAN SEE GRADING PLANS AND SHEET 15 FOR DETAILS
N.T.S.
4"MIN. INVERT ELEVATION (IE) PER PLAN
BROOKS BOX DETAIL (PVT)
(IN -LINE CONNECTION)
N.T.S.
3'x4' TOP
BILCO AC
IN TOP
#1
PL
DI
161,P)
PER I
WATE
JOIN1
#
B
1'-3" ( I Tt')
PER'PLAN
.AN
BEND DOWN
1'-3" (TYP)
Q'LI N
DIAGONAL BARS
# 13 (4#)@
5"BOTH WAYS
4"PVC -
PER PLAN
8"PVC -
PER PLAN
ELEV SHOWN
ON PLANS
16"PVC
PER PLAW
WATERTIGHT
JOINT
A:
8" 4'-0"
SECTION A -A
N.T.S.
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
i
No.33950
Exp.6-30-06
APPR. DATE KHALED A.OTHMAN DATE:
REVISIONS COUNTY sT C1V0- \N1
DRAWN BY: CV CHECKED BY: RLB 4TF OF CAF�
RECOMMENDED BY WILLDAN DATE:
SEAL -COUNTY
V OFESSIG�,.
3'x4' TORSION HINGED
BILCO ACCESS DOOR
IN TOP
O
0
00
BOX SECTION REINFORCEMENT
MAXIMUM
LENGTH OR WIDTH
HEIGHT
H
THICK-
NESS (T)
HOR & FLOOR
REINF
4' -0"
10' -10"
8"
#13 @ 1 ' -0"
EMERGENCY SPILLWAY
OPENING
SEE SHEET 6
SPILLWAY FL
ELEVATION
PER PLAN
STEP DET,
FUTURE PUMP
BY OTHERS
SLOPE FLOUM 1• I_/
TOWARDS OUTLET
TYPICAL BOX SECTION
NOTE:
VERTICAL REINFORCING # 13 @ V-6"
Max. FOR HORIZONTAL
REINFORCING, SEE TABLE
STORMDRAIN CLEANOUT
GENERAL NOTES:
1. CONCRETE SHALL BE MINOR CONCRETE UNLESS OTHERWISE NOTED.
2. REINFORCING STEEL SHALL COMPLY WITH THIS DRAWING UNLESS
OTHERWISE SPECIFIED.
3. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
BARS CONFORMING TO SECTION 52 OF THE STANDARD SPECIFICATIONS.
4. BENDS SHALL BE IN ACCORDANCE WITH LATEST ACI CODE.
5. MINIMUM SPLICE LENGTH FOR REINFORCING SHALL BE 30 DIAMETERS.
6. DEPTH H IS MEASURED FROM THE TOP OF THE STRUCTURE TO THE
FLOWLINE OF THE BOX.
7. WALL THICKNESS AND REINFORCING STEEL REQUIRED MAY BE
DECREASED IN ACCORDANCE WITH BOX SECTION REINFORCMENT TABLE.
8. WALL THICKNESS SHALL BE STEPPED ON THE OUTSIDE OF THE BOX.
9. WHEN THE STRUCTURE DEPTH H EXCEEDS 4'-0", STEPS SHALL
BE CAST INTO THE WALL AT 1'-3" INTERVALS FROM 1'-0"
ABOVE FLOOR TO WITHIN 1'-0" OF TOP OF STRUCTURE.
WHERE POSSIBLE PLACE STEPS IN WALL WITHOUT PIPE OPENING,
OTHERWISE OVER OPENING OF SMALLEST DIAMETER.
10. ALTERNATE STEP MAY BE AN APPROVED STEEL REINFORCED
POLYPROPYLENE STEP.
11. ALL JOINTS SHALL BE SET IN CLASS C MORTAR.
12. MAINTAIN 3" CLEAR SPACING BETWEEN REINFORCING AND EXTERIOR
SURFACE UNLESS OTHERWISE NOTED.
13. EXPOSED EDGE OF CONCRETE SHALL BE ROUNDED WITH A RADIUS
OF 0.5 ".
N.T.S.
SEE SHEET 6
,AL -ENGINEER 5620 FRIARS ROAD BENCH MARK:
SAN DIEGO, CA 92110 RIV. CO. B.M. M-14-63 IN THE TEE
�pcESS/p 619.291.0707 INTERSECTION OF NEWPORT RD.
OQ �,/. (FAX)619.291.4165 & LINDENBERGER RD. A 1"IRON
����, �� L. 6q ENGINEERING COMPANY rickengineering.com PIPE & TAG MARKED COUNTY IN
San Diego Riverside Sacramento orange Phoenix Tucson CAP WELL MON.
=' = PREPARED UNDER THE DIRE ON OF: 1984 ELEV.= 1425.301
NO.C27678 VERT. DATUM NGVD 29
it Exp.3/31/06
f�4,z
s 0^ CIVIL �! ROGER LEE B L R.C.E. 27678
F �F ��0 W4-=*
SCALE: H: 1'�40`
CAL DATE: REGISTRATION EXPIRES 3-31-06 V: 1"--4'
BGR NO. 041531
COUNT Y OF 1r1 VERSIOE `
THE LAKES
PHASE 1
ROUGH GRADING PLANS
TRACT NO. 30422-1
�I
3-
OF 15 SHEETS
Rs\d_14590\rough_groding\phosel\4590rgs3.dgn
JN 1 590A
\\srv_ribl\RlckStandards\IplotV!0\Pen\calcomp.pen
12- JUL- 2006 07-39
to-
vr.z0JOT NO 9Z00zooZO/ 0Q �pZ \ 1434.1 L..38.9' Q0 .36\�Z �g�p 262 � . ® rn N 14.400.00 I N 94.200.00
�� _ �-�.
RIM 1429.50
IE36
1424.82
IE30
1424.83
IE8
1425.91
STORM DRAIN DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
r1j
N43-47'35'W
95.3r
2
N57Y50"E
80.75'
3
N18 3425'1N
73.77'
4
Nr30'26"E
66.88'
r5l
N3'32'48"E
72 07'
6
N2'58'2r1N
4038'
7
N2'58'2r1N
2352'
8
N4'58'lCW
75.05'
9
NO'09'44"E
681Y
10
N47816-7E
81.84'
11
N7'O1'Or'E
54.7r
12
A=578'40"
300.00'
27.81'
13
Nr42'2r'E
3032'
14
0=iP29'08"
300.00'
6014'
15
N746471N
4439'
16
0=7'00'27'
300.00'
36.69'
17
NO'OYOr'E
12955'
18
0=T30'03"
250.00'
41.45'
19
N9'29'02'1N
57.76'
Nlr27'5r1N
13.98'
21
A=7'37'40"
250A0'
3328'
2
N89'42'44" E
74.09'
3
N
O TM YCR I : I q.'L lit 19L9.n6 I" L
0 1a3 /
V.
40 20 0 40 80 120
CALL o :�::� F s
BEFORE CAUTION
YOU DIG! EXACT LOCATION OF EXISTING SEE SHEET 7 GRAPHIC SCALE 1' 40'
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Callat least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 041531 SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SAN D1.0707 A92110 RIV. co. B.M. M-14-63 IN THE TEE
619.291.0707
�F SS/ INTERSECTION OF NEWPORT RD.
NOT COMMENCE UNTIL AN ENCROACHMENT QRpFEss�q APPROVED BY: Q� �H (FAX)619.291.4165 & LINDENBERGER RD. A 1"IRON COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN A.0 FG tr„� G�i L. ENGINEERING COMPANY rickengineering.com PIPE & TAG MARKED COUNTY IN 4
ISSUED c2 ��� BOG" eQ�< San Diego Riverside Sacramento Orange Phoenix Tucson CAP WELL MON. THE LAKE S
• No. 33950 r =' = PREPARED UNDER THE DIRE ION OF: 1984 ELEV.= 1425.301 PHASE 1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS c� T OF 15 SHEETS
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 No.C27678 VERT.DATUM NGVD 29
DESIGN AND ACCEPTABILITY OF THE Wes( HEREON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: Exp.3/31/06 R 0 U G H GRADING PLAN S
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
ENGINEER SHALL BE APPROVAL A DURING CONSTRUCTION. THE PRIVATE LUT ON AND REVISING FOR DE �S FOR ENGINEER REVISIONS COUNTY `rT4TF � ICPd�-�FO��\P �,'�F CIVIL �0���� /G ��y ROGER LEE L R.C.E. - 27678 SCALE: H: 1'`-40' TRACT N 0 0 3 0 4 2 2 -1
ACCEPTABLEROLSO t DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB OF C1►�� DATE. 8 "'w REGISTRATION EXPIRES 3 31 06 : " ' FOR: W.O.COUNTY
APPROVAL BY THE COUNTY. RECOMMENDED BY WILLDAN DATE: V 1 -4 FILE N0.
R.\d_14590\rough_grading\phoses\4590rgs4.dgn
\\srv_ribl\RlckStandards\lplotVIO\Pen\calcomp.pen JN 1459 A
91--II.J-gnnF n9. ?l
WATER SURFACE ELEV.=1427.7 (FEMA)
0100=718.4 CFS (FEMA) I
VATER SURFACE ELEV.=1427.8 (CALC. HEC-1)
)100=827.2 (CALC. HEC-1)
(ATER SURFACE ELEV.=1428.1 (CALC. RATIONAL)
)100=950.2 (CALC. RATIONAL)
STORM DRAIN DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
(I I
I NZ4629W
Y 402_
2 '
N457'321N
9356'
3
A=8*09'16"
300.00'
-
42.70'
(4'
N3744E
43J2'
5
N7'25'I0"E
41Jr
(91
A 46'3X05'
300.W
86.66'
[71
N9'07551N
34.82'
[41
N502428'1N
*.68_
(9-1
0=8'02w
300.W
42.09'
1-
A =;25'OY-W
180.00'
78.75'
11
A32*20'36"
180.00'
101Z7
12
N024'0r1N
39.32'
13
N20'05'59"E
41.59'
14,
A=6*27',59'
300.00'
3.3.83'
1 15
A45.3926-
300.W
81.98'
(Irol
I N42*35'59NE
98J61
17
1 N9750rW
39.07
18
A=2V52"
496-W
19.771
19
A=,f38'13"
496-W
40J8,
C
A=r3010
503.W
13.27
--I
2CI
A _L-n.W I
r_-r
435W
48"
A--92rO2"
435D0'
70-W
1221
2231
1 A--F37,15, T
4.35-00'
133.78'
ILI C)
292• mac, -4
A, 324 WATER SURFACE ELEV.=1427.8 (CALC. HEC
32
293 291 289 288
0 223., 100=827.2 (CALC. HEC
JB 1 2.3
Lri ATER SURFACE ELEV'=1428.1 (CALC. RATIONAL)
1431.4 SWALE 287 100=950.2 (CALC. RATIONAL) ?X CONSTRUCTION NOTES
SEE X-SEC
SHT 4 1430-0 FG HP OPEN SPACE 286
LOT NO.368 1430 (DBROOKS BOX NO. 1212
1
(1432.9)
90"4,5 325
_c\
EL 1427.17 04 1430.6 FIG I E 14275 7 (D BROOKS BOX NO.2424
UiL2-5) &N (5) RCFC DROP INLET CB110
Z_ 1431.8 'n 285 'A c I
690V 11432.1 HP "PVC
296f 8
•
-OR STORM DRAT
$SHEET CONNECTIONS 15" PVC
IRIM 1430.7
19 IP. NO. 04024'
OT_�O. 4 4
Al
tISTORM IRIM JU.90 'IF 1497 90 1431.1 HI
284
3 111 14 6
57
0 / / h h
If) Nu
1430.4 Rup 1430.0 FIG 271 32-6.
OPEN SPACE 272
LOT NO.369
m C1432.5 coo)
273
267 268 . ...... ..
N 13,800.0 283
(�2.2 01
C//
E 17,600.00
SEE ET (IjL3.4)
-4 U-
14,000.00
OPEN SPACE .6 HP- c') u�
274 lc K19
LOT NO.364 E 17,600.00
rn 1431.4 HP
FOR STORM DRAIN TIC 1429-fi4 26 'it -in
0 4'Rl CONNECTION ION SEE 9
U- LL_ IE '14125. 18 �-ll 1 -01 282
IP. NO. 040242 IE 142
--1439.2-F-G-
_FG 0
6 _0 1431-Z' �99�� �>" '._
- ---------- §� Q
275 00 uj
176
IL 9 90
o -0
Tc
----- ------
281
TIC
ao 1430.
cm FOR X-OT
9% >
_;uj COO P. 60 276 E IMP. PL ........ ................... ..... . . .
•
�0 zo +
.. ... ... ..... . ....
Lo rn 30422-1
Zoo E 60 (]jLl. 7)
'96
00
+
177
-01 280 .q.
FOR X-G W 1431.4
E R
C) C84
UQTT
SEE IMP 0
o ,16
-3 R 30422-1
277 ..........
W) c1c ...... .... ....
W UiLl. 3 4'
ift 28 IV,
10
..........
...........
..........
..........
C"
22' 203
Oi.W :178
v 87 7 - 2 /
C-4 04 v 3
4- 'TC 43 ibO;3 0�
278
Okl_
FOR STORM DRAIN LU 143 207
.6
TC 1430 Lu R/W �10 go 7 . ..... . ... .... ....... .
'1430.6 FG
CONNECTION SEE All" SHEET 4 '14 1 FIG Mum 000
LO (1432.5
R NUNN
IP. NO. 040242 FOR S Alt
Ln 14
108.65'
14 31.3 F G 9111
206
27 1430.8 179 . .........
HP - 220
(2AL1 - 92
OPEN SPACE
DIG ALERT (1430.E
LO
TM LOT NO.363 0- z 7
L
40 20 0 40 80' 120
A I
CALL
=mow
CAUTION: 12 '12, 40�
BEFORE GRAPHIC SCALE T'- 40'*
YOU DIG! EXACT LOCATION OF EXISTING SEE SHEET 7 SEE SHEET 8
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Callat bast 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 04153I SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 0, �! 11 SAN DIEGO, CA 92110 RIV. CO. B.M. M-14-63 IN THE TEE
;tlj�/N I I � � j �p f ESS/,p* 619.291.on7 INTERSECTION OF NEWPORT RD.
NOT COMMENCE UNTIL AN ENCROACHMENT ??0 - APPROVED BY: ENGINEERING WOMPANY (FAX)619.291.4165 rickengineoring.com & LINDENBERGER RD. A INIRON COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN A.0 PIPE & TAG MARKED COUNTY IN
ISSUED. 117 San Diego Riverside Saawnento Orange Phoenix Tucson CAP WELL MON. THE LAKES 5-
ifi- Ir -
THE No.33950 PREPARED UNDER THE DI ION OF: 1984 ELEV.= 1425.301
PRIVATE ENGINEER SIGNING THESE PLANS IS PHASE 1
14 14 HP
Ln
0
T' 1 3
43Q.O FG-1,
4-- Tr.
4
O'� A'zn A
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 No.C27678 VERT. DATUM NGVD 29 OF 15SHEETS
8
DESIGN AND ACCEPTABILITY OF THE WORK HERE&L MARK BY JDATE APPR. DATE KHALED A.OTHMAN DATE: Exp.3/3 1106 &m ROUGH GRADING PLANS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTIOKTHE PRIVATE ENGINEER REVISIONS COUNTY Civiv CIVIL 0OLCK0001 TRACT NO.30422-1
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ROGER LEE L R.C.E. 27678 - I -
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR COF t SCALE: H: 1�-40' cft%5 A k-
DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB OF C k%L\ DATE-.. &*Zm� REGISTRATION EXPIRES 3-31-06 W.O. OUNTY
DATE: CILE NO.
APPROVAL BY THE COUNTY. RECOMMENDED BY WILLDAN V: ' __TF
u
R-\d-14590\rough-grading\phosel\4590rgs5.dgn
\\srv-rlbl\RfckStandards\lplotvlO\Pen\colcomp.pen JN 14590A
21-JYNI-2006 09-22
337
1434.4
rO
Zo,llk
- -,
330
1433.8
Isi
W
W
ca
W
W
N
DIST. EASEMENT PER INST.
2001-12259, REC. JAN. 2001
.'DAYLIGHT POINT INTO LAKE 2
_;IE(411) 1420.00-TO OUTLET
TOTAL LAKE EDGE
TRANSITION - 10.3'
L=6' L=4.33' TC/RIM 1423.0
DROP INLET
LAKE EDGE 1422.8 WIER ELEV. LAKE EDGE 1422.8
1422.40
OPERATING LEVEL ©SEE NOTE BELOW
LAKE 3=1421.8 SAWCUT LAKE
EDGE TO 1421.E I GRATE FL=1421.8
DROP IN WEIR
DETAIL: WIER OUTLET
NO SCALE
© 2"HOLE-LEVEL CONTROL PENETRATION
FIELD VERIFY LOCATION PRIOR TO
INSTALLATION AND CONSTRUCTION.
SAWCUT TO
ELEV. 1422.40
- 1
411 PVC -FORCE
MAIN TO LAKE 2
8.1 p
kc
Uow FR Ow
\FA,.
" 1 " " ' " NO. CB103) RIM=1423.00
DWG NO. CB110)
TC=1423.00 1.2•
►WCUT LAKE II H=9.9" FINISH
IP`r Tn 4w134 c i I GRADE
LAKE 3 OPERATION i--':�al Ill1419.00
LEVEL I
STORM DRAIN DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
(11
NO'3016W
38.41'
2
NO'00'0011N
9J8'
31
A 26'34'12"
45 00'
20r87'
4
N2634'12"E
6622'
5j
A=4'49'15"
301.67
25.38'
(61
N3r23'2rE
344.73'
11
NO'00'00W
8.09,
41
A 26'3,"Z
45.W
20.87'
91
N26'34'12"E
66.61'
' 10
A= 4'49'15"
3004'
2524'
11
N3f23'27"E
343.55'
12
N10'16'46"E
2248'
13
A=1677'26"
45.W
12.79'
14
N2634'12"E
8529'
15
A=4'49'15"
300.W
2524'
16
1 N3t23'2rE
318-W
17
N32'27'24E
141.95'
18
N36'05'17"E
63.45'
19
N36005'9"E
f00.91'
CONSTRUCTION NOTES
1D BROOKS BOX NO. 1212
20 BROOKS BOX NO.2424
50 12" PVC
© 15" PVC
® 4" FORCE -IN MAIN
R.\d_14590\rough_grading\phosei\4590rgs6.dgn
\\srv-r l bl \R l ckStandards\ I p l otV10\Pen\ca l cw p. pen
5
21-JUN-2006 09-22
200
C85/ I � I —n t�v
w
TC I
.30
:256 d ) RIM 1431. b
jA 71 1432. -G
O `
G 5
co
b
K
A3A 23'"zVo0i *
A
199
J2120 1177 n 0
R/W
v cq
216 132
Lo
ko. QIL4 -_A) e-,Q) 0 -
18 4Q' 74 rn Lc)
G __,to
4
113J4�
(o 9 co
.1b
PHASE 1 1 255
3 �A
234 RIM 1430.25 k,
CONSTRUCTION Go
BOUNDARY
co IE 1427.28
C1438.0) 0
14 rn %0
143-3.55 233
FG
40.0
1434.91 % '4 A2 AA e-A. lw
LQ
-
236
(,
:21368
98 c G117PRCt�3 �
27 15+3 D 215 (jjL4.4
25414 ci 1433.
S HP 58 co 1 FG
n 6 1434.9 FG 0o _z 4
. 34.9 FG 14 .9 FG �2
- LP Rr I r, 092g, A 1434.5)
'A
143A.5 FG RIM I 4' 29.64
v + 105.00' N 14,200.00 2 4 M
SEE _0
u T u R IMP. PLANS
TR 30422-1 50' 0 64 OPEN SPACE
W
E 17,000.00 8
—FAIM] LY 2.00%.. =14J lb 2,00%` LOT NO.36Ir
IM ULT I
IWO c �lllf%
•
242
14 3 ",16t
-1 o J\jl I T _rE a .: �
c) VnP rPncrq% MITTP I Oft A -5
DIG ALERT
STORM DRAIN
DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
11
N8734'08'1N
55-08,
2)
A41.56'04'
250.00'
520"
3
N6718'15'1N
66.OZ
(11
045'48'20"
250.00'
6.807V OC41
51
1 A48726'08'
250-W
80-44'
61
1 020'-33'53'
250.00'
89.73'
71
1 A48.2726"
250.W
80.53'
81
1 A=trmws,
250.00'
W.601
[91
1 A=5'56'45'
464.00'
48J5'
[110)
1 A=4'05'10'
464.W
33.09'
[11
0=2'53'30"
464.W
23.42'
[121
N89'42'44NE
74.09'
CONSTRUCTION NOTES
BROOKS BOX NO. 1212
BROOKS BOX NO.2424
RCFC DROP INLET PER CB110
8"PVC
12" PVC
6 161, PVC
7 24"PVC
4" FORCE -IN MAIN
R.\d-14590\rough-grading\phosel\4590rgs7.dgn
\\sry -rlbl\RfckSt<indords\lplotVIO\Pen\calcoffip.pen
21-JUN-2006 09.40
A A590A
R.\d_14590\rough-grading\phosei\4590rgs8.dgn
14590A
\\srv_rlbl\RlckStandords\lpiotVlO\Pen\caicomp.pen
21-JUN-2006 09-33
SEE SHEET 7 1432.39
1l
1
1
,
I
1
1
I
1 1
1
I
I
I
I ►
1
1
I
I
l
I
I ,
I ,
I ,
I ,
1
l
I ,
I
I
I
I
I
1
I
I
I I
I
I
I
I
I
I
l
I
I I
I I
I I
I I
I I
I
I I
1 I
I
I 1
I I
I
I I
I I
FOR NEWPORT ROAD
IMPROVEMENTS,
SEE W.O. NO. A8-0785
I I
I I
I I
I
I 1
I 1
1 i
I
I I
1 I
I
I I
1 I
i
I I
I I
I I
i
I I
I I
l
1 I
I I i
l l
I I
I
I I
I m
I
I
I I
I I
1
I 1
i I
1 I
I
I I
1 I
I I
I I
I 1
I
I I
I 1
I
I 1
I I
I
I 1
1 I
I
I I
I
I l
I 1
I
I l
I 1
I
I I
I I
1
I I
I I
I
I I
I I
1
I 1
I I
1
I I
I I
I
I I
I I
1 I
I $0 I ,A
DIG ALERT
0 TM
O
CALL CAUTION:
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Cal at least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY DATE APPR. DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB
APPROVAL BY THE COUNTY.
SEAL -COUNTY
V OFESSIp�,,
QOTL_<Z
No. 33950
Exp.6-30-06
Sj, CIVIC �Q'
qTF OF CAOF��/
SEE SHEET 12
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
KHALED A.OTHMAN
RECOMMENDED BY WILLDAN
DATE:
DATE:
�o Q�pF ESS/el
p�,�!
rri
No.C27678
1r Exp.3/31/06 it
CIVIL �!
OF
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619.291.0707
(FAX) 519.291.4165
ENGINEERING COMPANY rickengineering.com
San Diego Riverside Sacramento Orange Phoenix Tucson
PREPARED UNDER THE DIREC N OF:
Ik -4 !641,
ROGER LEE BA R.C.E. 27678
DATE: REGISTRATION EXPIRES 3-31-06
v
�us:
S __ART W
432,p4
BENCH MARK:
RIV. CO. B.M. M-14-63 IN THE TEE
INTERSECTION OF NEWPORT RD.
& LINDENBERGER RD. A 1" IRON
PIPE & TAG MARKED COUNTY IN
CAP WELL MON.
1984 ELEV.= 1425.301
VERT. DATUM NGVD 29
SCALE: H: 1'�--40'
V: 1"--4'
U)
m
M
U)
m
I
0
GRAPHIC SCALE 11" 40'
BGR NO. 041531 1 SHEET NO.
COUNTY OF RI VER5IDE
THE LAKES
PHASE 1
ROUGH GRADING PLANS
TRACT NO. 30422-1
W.O. ICOUNTY
OF 15 SHEETS I
Rl\d_14590\rough-grading\phasei\4590rgs9.dgn
JN 1 5
\\srv_rlbi\RlckStandards\lplotVl O\Pen\calcomp.pen
21-UUN-2006 09134
0)
W
W
W
W
+ + +w +
1428.8 CCD c
B.O.W. z
a
1429.3 TW
F.0.W. /
F.O.W.
�-1425.7
1424.6 T.O.F. F.O.W.
r,--�LODEN CIRCLE SOUTH
RFTAIIVIIII -� WAI 1
H_SCALE: 1" = 40'
V-SCALE: 1" = 8'
z
ti m °'
O o 0 N v
O
+ + W N
O J + +
�O O O
Z
a
1428.7 B.O.W.
429.2 TW
1425.5
F.O.W.
1426.3
F.O.W.
U)
m
`1424.5
T.O.F.
2 LODEN CIRCLE NORTH
RETAINING WALL
H_SCALE: 1" = 40,
V-SCALE: 1" = 8'
1432.3
1431.
F.OJ
1432.0
B.O.W.
1430.6
-.O.W.
1429.6 T.O.F
*RETAINING WALL
H_SCALE.1 40
V-SCALE: 1" = 8'
m
O
°°
r-;
M
+O
IT
of
a
a
" 1433.3 TW
1430.3
1433.0 B.O.W.
F.O.W. `-1432.5
F.O.W.
1430.5
F.O.W. �1430.0
T.O.F.
®RETAINING WALL
0
V-SCALE: 1" = 8'
STORM DRAIN DATA
NO.
DELTA OR BRIG.
RADIUS
LENGTH
1
N79' 45' 42" E
32. 02'
2
A= 18' 53' 16"
250. 00'
82. 41 '
3
N81' 21' 02"W
88. 68'
CONSTRUCTION NOTES
1Q BROOKS BOX NO. 1212
20 BROOKS BOX NO.2424
4Q 8" PVC
' O' 3 c 35 S . 32'8� 1430.8 FG �� �� F R STORM DRAIN
2 �: 9 I 1
10 0 ,�q �•5 ., ,
91 �, F 1 1i B� .1 ,spry CONECTION, SEE
6 ^ FG C N 10.004 Fr 139 1429.2�T �' N
0 co t� ,�g33,0 5 7 O I i I "� 1424.5 F c 141 IP. N0. 040242
T
•-
Qfl /
GRAPHIC SCALE 1"- 40"
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO FOR STORM DRAIN 7CC 0rir.0 1 1 3
Call at least 2 working days prior to excavating. VERIFY IN FIELD. INFO, SEE SHEET 13
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 041531 SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENTSAN D1.070 CA92110 RIv. co. B.M. M-14-63 IN THE TEE
rjNo.
ESSI ��F ESS/Q 619.z91.0707 INTERSECTION OF NEWPORT RD.
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q H (FAX)619.291.4165 & LINDENBERGER RD. A ?IRON COUNTY OF RIVERSIDE J
PERMIT AND/OR GRADING PERMIT HAS BEEN ApOT vy tv� GR L. "� ENGINEERING COMPANY rickengineering.com PIPE & TAG MARKED COUNTY IN 1
ISSUED. C� le�Z
�OV" eq� San Diego Riverside Sacramento Orange Phoenix Tucson CAP WELL MON. THE LAKES
THE PRIVATE ENGINEER SIGNING THESE PLANS IS 33950 PREPARED UNDER THE DIRE ON OF: 1984 ELEV.= 1425.301 PHASE 1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 d No.C27678 VERT. DATUM NGVD 29 OF 15 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: Exp.3/31/06 ROUGH U G H GRADING PLANS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY
' C N 30422-1
�'qNG ANl CIVI\. ��P �' CIVIL �� ROGER LEE L R.C.E. 27678
ACCEPTABLE SOLUTION AND REVISINGINEER SHALL BE RESPONSIBLE G HET PLANS FOR F OF Cps\FOB ltC Of ���� SCALE: H: 1'`-40'
DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB CI►1. DATE: REGISTRATION EXPIRES 3-31-06 V: 1''=4' FOR: W.O. COUNTY
APPROVAL BY THE COUNTY. RECOMMENDED BY WILLOAN DATE: FILE N0. q(13AA
R.\d_14590\rough_groding\phase?\4590rgs10.dgn
\\srv_rlbi\RlokStandards\lplotvl0\Pen\calcomp.pen
7, - llw_�nnr (19, 34
SEE SHEET 8
GRAPHIC SCALE T&- 40'
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO SEE SHEET 14
Ca N at least 2 working days prior to excavating. VERIFY I N FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 0415.E 1 SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT sAN DIEco,cA9ztto RIv. Co. B.M. M-14-63 IN THE TEE
ESSI OF ESS� 619.291.0707 INTERSECTION OF NEWPORT RD.
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q� OH/�(FAX)619.291.4165 & LINDENBERGER RD. A 1•IRON COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN a0 Fyc �t� GR L, `� PNGa=4EEM0QOWWY rickenginsering.com PIPE & TAG MARKED COUNTY IN 1 1 ISSUED. :y ��/ �OV" eQ�< San Dlego Riverside Sacramento Orange Phoenix Tucson CAP WELL MON. THE LAKES
THE PRIVATE ENGINEER SIGNING THESE PLANS IS 9 No. 33950 T PREPARED UNDER THE DI ION OF: 1984 ELEV.= 1425.30t PHASE 1 15
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 ' NO.C27678^ VERT. DATUM NGVD 29 ROUGH GRADING PLANS OF _ SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: Exp.3/31/06 it
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER REVISIONS COUNTY q Cl V �v ��P J'�' CIVIL ��� ROGER LEE LL R.C.E. 27678 TRACT N 0 e 3 0 4 2 2 -1
ACCEPTABLE INEER ALL BE RESPONSIBLE FOR SOLUTION AND REVISING THEDETERMINING FOR �F OF CAo- f SCALE: H: 1"-40'
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB RECOMMENDED BY WILLDAN DATE: �F C�l� DATE: REGISTRATION EXPIRES 3-31-06 V: 1"=-4' FOR: W.O. 1 FI EN NO.
Ri\d_14590\rough_grading\phaset\4590rgstt.dgn
\\srv_rlbt\RlckStandards\IplotV10\Pen\colcomp.pen
JN 15
SEE SHEET 9 1
CONSTRUCTION NOTES
10 BROOKS BOX NO. 1212
8" PVC
COE.
r
Nj 16
ro r) vff
G4�
t
......... . ......... . .... ...... ................
R. \d-1 4590\rouQh-gr(3dlng\phosel \4590rgsl 2. (Jgn
\ \ srv-rlt)I\RickStandards\lplotVIO\Pen\c(31comp.pen A 14590A
2 1 -JUN-2006 09141
STORM DRAIN DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
1
N5' 35' 35" E
124. 62'
2
N1' 34' 48"E
80. 22'
3
N2' 53' 02" E
48. 1 1 '
4
N39' 25' 42" E
17. 68'
5
N51' 39' 24"W
16. 35'
6 I
A= 15' 1 2' 49"
250. 00'
66.381
f7j
NO' 43' 27" E
1 15. 41 '
8
N88' 58' 52" E
61 . 22'
9
N88' 36' 55" E
31 . 91 '
10
N57' 22' 25" E
8. 35'
VZY BEFORE - — - - ' GRAPHIC SCALE T'- 40'
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Cal at least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: BGR NO. 041531 SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SAN DIEGO,CA92110 RIV. CO. B.M. M-14-63 IN THE TEE
Essl pFES$� 619.291.0707 INTERSECTION OF NEWPORT RD. COUNTY OF RIVERSIDE
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q� OH (FAX)619.291.4165 & LINDENBERGER RD. A 1uIRON
PERMIT AND/OR GRADING PERMIT HAS BEEN aor �� t�k� L, B ��► ENGINEERING COMPANY rickengineering.com PIPE & TAG MARKED COUNTY IN THE LAKES
ISSUED. �� �� OV Q� San Diego Riverside Sacramento Orange Phoenix Tucson CAP WELL MON. 13
No. 33950 =' PREPARED UNDER THE DIR ON OF:X 1984 ELEV.= 1425.301 PHASE 1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS CD r"
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 d No.C27678 VERT. DATUM NGVD 29 R 0 U G H GRADING PLANS OF _ SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HERON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: �r Exp.3/31/06 tr
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY C!VIN. CIVIL
ACCEPTABLE SOLUTION AND RESPONSIBLE
RV SING HEDETERMINING
PLANS FOR qTF or CA1-�F°�� '�jF ���`� ROGER LEE B R.C.E. - 27678 SCALE: H: 1 40' FOR: TRACT N 0. 3 0 4 2 2 -1
TY
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB RECOMMENDED BY WILLDAN DATE: �F ��`� DATE.AIN%REGISTRATION EXPIRES 3 31 06 V: 1 _4 W.O. FIILENNO.
R-\d_14590\rough_grading\phosel\4590rgsl3.dgn
JN 1 5
\\srv_rlbl\RickStandards\IplotV10\Pen\calcoop.pen
Ri\d_14590\rough_grading\phaset\4590rgs14.dgn
A 1 5 A
\\srv_rlbt\RickStandords\IpIotV10\Pen\calcomp. pen
21-JUN-2006 09,29
PL 30.0' PL
PL 74.8'
PL 20 0' PL 10.8' 2.4' 23.4' 14.8' 16.4'
9.6' 11.2'
3.8.7.4' 1.0'
1.0' PAD = 1435.2 1'01.0 PL 38.9 PL
PAD = 1433.9
•'� LOT 92 PAD = 1435.0 PAD = 1434.8 6.4' 25 5' LOT 339
PAD = 1432.7 2 •
LOT 46 2'�1 _� LOT 78 2.•1 2.1 LOT 70
FG = 1430.7 1.0'
FG = 1431.3 - � 4�-- •-�
-------------------- 1- 0-YR.._W.S,........
PAD = 1432.0 PAD - 1431.9 \ ELEV=1428.0 LAKE EDGE = 1422.8
HGL @ LINE A-4 = 1428.09 LOT 268 4'1 FG - 1430.4 Q°1 LOT 269 \ LAKE 3
SECTION A -A HGL ®LINE B-1 = 1429.78 -�� _ _ _ _ _ _ _ _OPERERATING
(OPEN SPACE LOT 351) HGL ®LINE E-2 = 1429.36 LEVEL=1421.8
SHEET 12 SECTION G-G SECTION M-M \ 4:1
(OPEN SPACE LOT 351) s'
SHEET 10 (OPEN SPACE LOT 364)
SECTION S-S
SHEET 4 & 5 �
(OPEN SPACE LOT 366)
SHEET 5 & 6
x
PL 20 0' PL
no
PL PL 15.0' PL ;.
1.0 125.5 RW PL p. PL
15. 5.0' 10.0' in!
2 4' 7.8' -y PAD = 1428.7
p 6.41117.5 L�7 158 7�0� LOT 159 28 8
1.0' PAD = 1435. 3.8' 9.8'
LOT 79 1.0' FOR RETAINING WALL DETAIL 2" 0.542.0Y
PAD = 1431.3 I I SEE SHEET 14, FOR WALL CROSS
LOT 49 2.. PAD = 1433.7 PAD = 1432.6
2•'1 R/W = 1432.0 LOT 267 FG = 1430.7 4 SECTION SEE DETAIL SHEET 3. ROUGH GRADED
FG = 1430.6 LOT 75 FG = 1431.0 FG = 1431.2 2�. PAD = 1431. HGL Q LINE A-4 = 1428.09 Z•,� SUNDIAL CIRCLE 2'•� LOT 293 MIN. FINISHED SURFACE
HGL ® LINE. E-5 = 1430.13 FUTURE CONCRETE TRAIL -
SECTION B-B HGL @ LINE B-1 = 1429.78 SECONDARY OUTLET FLOW SEE PASEO PRECISE GRADING
(OPEN SPACE LOT 351)
SHEET 13 SECTION N-N PLANS FOR DETAILS
SECTION H-H (OPEN SPACE LOT 369)
(OPEN SPACE LOT 351) SHEET 4 & 5 SECTION T-T
SHEET 10 (OPEN SPACE LOT 344)
SHEET 14
PL 30.0' PL PL 15.0' PL x
3.2. 23.6' a
1.0 1. 5.4' 6.2' PL 20.0' PL Q a:0' 10.0' 10.0' in
PL 30.0' PL PAD = 1433.5 PAD = 1428.7
PAD = 1431.3 _ PAD = 1431.3 2• P = . ' 7.0' PAD = 1428.8
LOT 49 ?,y FG - 1430.2 2.1 LOT 50 5.6' 19.0' LOT 265 '� 2''1 LOT 296 32.5 LOT 140 LOT 141
FOR RETAINING WALL DETAIL 2.0�• 0.5 2�OY
HGL ® LINE A-4 = 1428.09 1.0' 1 00, �FG = 1430.8 SEE SHEET 14, FOR WALL CROSS
HGL � LINE E-5 = 1430.13 SECTION SEE DETAIL SHEET 3. ROUGH GRADED
2'1
SECTION C-C PAD = 1433.1 PAD = 1433.0 1.5
(OPEN SPACE LOT 351) LOT 73 2.•1 LOT 72 MIN, FINISHED SURFACE
SHEET 13 FG = 1430.8 SECTION 0-0 FUTURE CONCRETE TRAIL -
(OPEN SPACE LOT 369) SECONDARY OUTLET FLOW SEE PASEO PRECISE GRADING
HGL ® LINE B-1 = 1429.78 SHEET 4 PLANS FOR DETAILS
PL 30.0' PL
SECTION U-U
SECTION I -I
(OPEN SPACE LOT 344)
.4' 22.4, (OPEN SPACE LOT 351) PL 73.6• PL SHEET 10 & 13
SHEET 10
1.0, 1.01 6.2' 24.4' 3.0' 20.4' 12.0'
PAD = 1431.1 PAD = 1431.5 1.0 1�0 PL PL
20.0 EASEMENT
LOT 40 2;� FG = 1429.9 2.�1 LOT 39 PAD = 1432.8 I PAD = 1432.7 PL p� PL LOT 309 2.1 2'•1 LOT 69 4.0, VARIES
35
HGL 0 LINE A-3 = 1427.95 .
\......................................................100.-YR...W.S.----------------------�- 2.0%� 1.0,
SECTION D-D 5.8' 19.0' 1 p, \ �,q.9 ELEV=1429.2 /
(OPEN SPACE LOT 350) - \ q;1 / - PAD = 1432.5 ?••1 PAD = 1432.0
FUTURE CONCRETE TRAIL LOT 245
SHEET 13 1.0� PAD = 1434.6 \ / SEE PASEO PRECISE GRADING LOT 246 5;� 5:�-
PAD - 1432.4 Zs\ LOT 215 �FG = 1424.1 PLANS FOR DETAILS
PL 30.0' PL LOT 242 �•'1 FG = 1430.0 FG =VARIES
SECTION P-P SECTION V-V
8.6' 14.0' HGL LINE E-1 = 1429.62 (OPEN SPACE LOT 367) (PRIVATE EASEMENT -LOT 245)
1.0' 1.0' SECTION J-J SHEET 4 SHEET 7
(OPEN SPACE LOT 363)
PAD = 1435.6 = SHEET 7 PL PL R/WPL PL
LOT 27 2;1 PAD 1435.0 15.0 9.01
..'� LOT 28
FG = 1431.8_/ 2 1. 1.0
0.8' 11.8' MENIFEE ROAD PARKWAY - 0'
100-YR____W.S.______________________ PAD =VARIES
HGL 0 LINE A-3 = 1427.95 PL 37.0' PL SEE MENIFEE ROAD IMPROVEMENT PAD = VARIES --- ---------------------------
ELEV.= 1427.3 5.0' 3�1
17.2' 11.4' PAD - 1433.2 PLAN MS3999 FOR DETAILS qI N 1422.p, �- �� ROUGH GRADED
SECTION E-E PAD = 1432.4 FG = 1432.0 ,1 LOT 285 2 p% ROUGH GRADED OPERERATING_ _ _ _ FINISHED SURFACE
(OPEN SPACE LOT 350) 1.0, LOT 274 2;1 2• FINISHED SURFACE LEVEL=1421.0 - 5:1 TYP FUTURE CONCRETE TRAIL -
SHEET 13 - 3:1 MAX SEE PASEO PRECISE GRADING
PAD = 1438.2 HGL 0 LINE E-5 = 1430.13 RETAINING WALL PER RIVERSIDE 4� / PLANS FOR DETAILS
LOT 232 1.0' COUNTY STD DWG NO. 284 - SEE / LAKE EDGE- SEE MASS GRADING PLAN BGR
A
SECTION 00 CROSS SECTION THIS SHEET.
PL 20.p. PL \ 2.� PAD = 1433.8 (OPEN SPACE LOT 368) 04312 FOR DETAILS
LOT 218 SHEET 5 SECTION Y-Y
.
FG = 1430.E (OPEN SPACE LOT 348) -
3.8' 6.4' 1.0' 344)
TYP. ALONG MENIFEE ROAD (OPEN SPACE LOT1.0' PAD = 1434.8 HGL @ LINE E-1 = 1429.62 SHEET 12 & 13 TYP. ALONG NORTH LAKE EDGE
SHEET 11
PAD = 1431.8 LOT 70 SECTION K-K PL
LOT 51 2�,�'FG
_ (OPEN SPACE LOT 363) 72.8 PL
= 1430.4 SHEET 7
7.0' 23.2' 3.0' 19.212.0' PL 20• 0' PL
1.0' 1.0'
HGL @ LINE - _ � -y
VARIES 10.0.
PAD = 1432.1 I PAD = 1432.0
1.0 1.0
SECTION F-F PL � PL LOT 317 �•'1 2•.'� LOT 60
(OPEN SPACE LOT 351) 20.4
SHEET 10 & 13 �'\...............................................................................100.-YR...WS........... 2.0%_� PAD = 1435.4 2• Q.5' (TYP) .� PAD = 1435.0
\ ELEV=1428.1 / �- LOT 12 1 Z' LOT. 11
4.2' 11.4'
1,p� 1.0' FUTURE CONCRETE TRAIL - FOR RETAINING WALL PROFILE x C
\ �� SEE PASEO PRECISE GRADING SEE SHEET 14. FOR WALL CROSS ;n a v
DIG ALERT
PAD = 1432.0 PAD = 1432.3 FG = 1423.3 PLANS FOR DETAILS SECTION SEE DETAIL SHEET 3.
TM LOT 222 2••1 FG = 1430.4 2.LOT 221 FUTURE CONCRETE TRAIL -
ROUGH GRADED
0
SECTION R-R SEE PASEO PRECISE GRADING FINISHED SURFACE
cAu CAUTIONHGL 0 LINE E-1 = 1429.62 (OPEN SPACE LOT 366) PLANS FOR DETAILS
BEFORE SECTION L-L SHEET 5 SECTION X
YOU DIG! EXACT LOCATION OF EXISTING (OPEN SPACE LOT 349)
(OPEN SPACE LOT. 363)
1-800-227-2600 UNDERGROUND FACILITIES IS SHEET 4 & 5 SHEET 13
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Call at least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER .5620 FRIAM ROAD BENCH MARK: BGR N0. 041531 SHEET NO..
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT SANDIECO,CA92110
NOT COMMENCE UNTIL AN ENCROACHMENTESSI � 619.2910707 RIV. co. B.M. M-14-63 IN THE TEE
PERMIT AND CE GRADING PERMIT HAS BEEN l APPROVED BY: Q OFESS/ �, (FAX)619.291.4165 INTERSECTION OF D. A 1�T Ro.
& LINDENBERGER RD. A 1 IRON COUNTY OF RIVERSIDE
AO �Lc ��,� (,• 6 ENGINEERING COMPANY rlckengineering.com PIPE & TAG MARKED COUNTY IN 15
ISSUED. ,`� Gov q�` San Diego Riverside Sacramento Orange Phoenix Tumn CAP WELL MON. THE LAKES
No. 33950 �' z PREPARED UNDER THE DI ION OF: 1984 ELEV.= 1425.301 PHASE 1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS e. r"
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 No.C27678 VERT. DATUM NGVD 29 R 0 U G H GRADING PLANS OF 15 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHALED A. OTHMAN DATE: Exp.3/31/06
IN'THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY `
i &k
APPROVAL OR DURING CONSTRUCTION. THE PRIVATE ENGINEER REVISIONS COUNTY civ►�. �P s� civil �!
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN '4r� of cA��Fo�� 9j�, . ��y► ROGER LEE BA R.C.E. 276T8 SCALE: H: 1"-40' TRACT N 0. 3 0 4 2 2 -1
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: CV CHECKED BY: RLB fif CA1.�jDATE: REGISTRATION EXPIRES 3-31-06 V: 1"`4" FOR: W.O. COUNTY
APPROVAL BY THE COUNTY. RECOMMENDED BY WILLDAN DATE:
FILE N0.q43 AA
Ro\d_14590\rouQh_grading\phase(\4590rgs15.dgn
\\srv_rlbl\RlckStandords\lplotVIO\Pen\colcasp.pen JN 14590A
12-JUL-2006 07,32
E.M.W.D. SEWER CONSTRUCTION NOTES
1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN
ACCORDANCE WITH E.M.W.D.'S STANDARDS AND
SPECIFICATIONS.
2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW
LINE (CONDUIT INVERT). FnRCE MAIN PROFILE
ELEVATIONS ARE TO CENTER GRADE (CG).
3. MANHOLES SHAL-L BE CONSTRUCTED IN ACCORDANCE
WITH STANDARD DRAWINGS SB-53, SB-56, SB-58
AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE
LAID THROUGH THE MANHOLES AND USED AS A FORM
FOR THE INVERT.
4. THE CONTRACTOR IS ADVISED THAT THE WORK ON
THIS PROJECT MAY INVOLVE WORKING IN A
CONFINED AIR SPACE. CONTRACTOR SHALL BE
RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE
108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE.
5. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC
OR VCP SEWERS, EXCEPT WHERE SPECIFICALLY
DESIGNATED ON PLANS, PER E.M.W.D. STANDARDS
6. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR
SHALL EXPOSE EXISTING SEWER AND VERIFY ITS
EXISTING ELEVATION AND LOCATION. WHERE
CONNECTING TO EXISTING MANHOLE AND INLET
STUB OF PROPER SIZE EXISTS, NO ALTERATIONS
SHALL BE MADE TO EY.ISTING MANHOLE BASE OR
STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY
E.M.W.D.
7. SEWER LATERALS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH STANDARD DRAWING SB-177-
LOCATIONS OF WYES AND LATERALS, WHERE NOT
SHOWN ON THE PLANS, ARE TO BE DETERMINED IN
THE FIELD PRIOR TO CONSTRUCTION, TO MISS
DRIVEWAYS. ALL LATERALS ARE TO BE 4" (INCH)
DIAMETER UNLESS OTHERWISE SHOWN ON THE PLANS.
8. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP
PIPE SHALL BE TREATED FOR ABSORPTION
RESISTANCE, PER E.M.W.D.'S SPECIFICATIONS.
9. ALL LATERALS SHALL HAVE AN ON -SITE CLEANOUT
IN.ACCORDANCE WITH STANDARD DRAWING SB-52-
10. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH
THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN
OF THE OUTLET PIPE AT THEIR PROJECTIONS TO
THE MANHOLE CENTERLINE.
11. ALL PIPE ZONE BEDDING AND TRENCH BACKFILL
SHALL BE IN ACCORDANCE WITH STANDARD DRAWINGS
SB-157, SB-158 AND SB-159.
12. BACKWATER VALVES SHALL BE INSTALLED PER
SECTION 710.1 OF THE UNIFORM PLUMBING CODE.
13. WHERE EXISTING GRADE GOES CUT TO FILL,
USE SHORT JOINTS 2.5' MAX. 10' EACH SIDE OR
VCP PIPE,'USE FLEX COUPLING FOR PVC PIPE.
SEWER LEGEND
SEWER PIPE AS NOTED.......... .............................................
SEWERMANHOLE.................................................................................. --�" _
SEWERCLEAN OUT.............................................................................---,-q_
SEWER LATERAL/SERVICE ..........................................................
EXISTING SEWER PIPE/MH......................................................-�C�--
BACKWATERVALVES.......................................................................... EsW
WATER CONSTRUCTION LEGEND
WATERLINE (SIZE AND TYPE NOTED) ..........................
EXISTING (PROPOSED BY OTHERS) WATERLINE - -
WATER SERVICE W/ METER ......................................................
FXF RESILIENT SEAT GATE VALVE (RSGV) .........
FXHRSGV...................................................................................................-�Qi--
HXH RSGV..................................... ...............................................................
-��
FXHADAPTER..........................................................................................![E-
CONCENTRICREDUCER.................................................................... .--
AIR VALVE/AIR REDUCER (B-367 OR B-5981... b---I
BLOW -OFF (B-357 PVC)............................................................
BLOW -OFF (B-351 STEEL) ...................................................... 0 -�
TEMPORARY BLOW -OFF (B-568 PVC) ............................
�-
END CAP ......................................................... .............................................
nl *FIRE HYDRANT .................
1 * F IRE HYDRANT ( B-356, 6 Xt'2-..fix' (-..4.1).. ,-----�"
0
BLUE RETRO REFLECTOR PAVEMENT MARKER .........
FLANGEDTEE (FXFXF)................................................................
' PRESSURE REG LATOR ASSEMBLY ( B-5 7 ) .......... PR
NYDA' S tI' BARREL
DIG ALERT
E.M.W.D. WATER CONSTRUCTION NOTES
1. WATER PIPELINE AND APPURTENANT CONSTRUCTION
SHALL BE IN ACCGR,-'ANCE WITH EMWD STANDARDS
AND SPECIFICATIONS
2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR
SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY
ITS EXISTING ELEVATION AND LOCATION
3. ALL SERVICE CONNECTIONS SHALL BE 1 SERVICES X
35�" METERS, UNLESS OTHERWISE NOTED; AND SHALL BE
CATED AS SHOWN ON THE PLANS AND ADJUSTED AS
NECESSARY TO HISS DRIVEWAYS, WATER SERVICE
ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH
STD. DWG- B-590, TYPE "B". ADJOINING LOT METER
BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE.
4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN
ACCORDANCE WITH STD. DWG. B-598.
5. WATER SYSTEM PROFILE ELEVATIONS ARE TO
CENTERLINE (CENTERGRADE) OF PIPE.
6. APPROVED REDUCED PRESSURE BACKFLOW PREVENTION
DEVICE (B-597) REQURED TO ALL INDUSTRIAL,
COMMERCIAL, APARTMENT COMPLEXES AND
LANDSCAPE SERVICES.
7. INSTALL LOCATOR WIRE OVER MAIN PER STD. DWG.
B-656.
SPECIFIC TO P.V.C. PIPE SYSTEMS:
8. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN
ACCORDANCE WITH STD. DWG. IC-362 (COLOR CODED
MAGENTA).
BLOW -OFF ASSEMBLIES SHAL:. BE INSTALLED IN
ACCORDANCE WITH STD. DWG. 9-357.
10. TEMPORARY BLOW -OFF ASSEMBLIES SHALL BE
INSTALLED IN ACCORDANCE WITH STD. DWG. B-568.
11. ALL P.V.C. PIPE THROUGH 12 1NCH SHALL BE TYPE
C-900, CLASS 150, EXCEPT WHERE NOTED OTHERWISE.
PIPE SHALL CONFORM TO AWWA SPECIFICATIONS.`
12. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY
IRO( FITTINGS SHALL BE FLANGED, BOLTEC
MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL
8E CEMENT MORTAR LINED AND TAR (SEAL) COATED PER
EMWD STANDARDS AND SPECIFICATIONS.
13. ALL DUCTILE OR GRAY IRON FITTINGS SHALL
BE POLYETHYLENE ENCASED AT THE TIME OF
INSTALLATION PER EMWD STANDARDS AND
SPECIFICATIONS.
14. A JOINT RESTRAINT DEVICE SHALL BE USED ON
ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS
AND ALL JOINTS OF WATER APFORTENANCE LATERALS
OFF MAIN LINE, PER EMWD STD. DWG. B-663.
SPECIFIC TO CML&W&CMC PIPE SYSTEMS:
15. BLOW -OFF ASSEM49LIES SHALL BE INSTALLED IN
ACCORDANCE WITH ::TD. DWG. OF FIRE HYDRANT STD.
B-351.
16. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN
ACCORDANCE WITH STD. DWG. B-356.
17. ALL STEEL CYLINDER "IPE SHALL BE BONDED AT RUBBER
GASKET JOINTS IN ACCORDANCE WITH STD. DWG. B-638
18. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD
DOUBLE PASS �1T EACH PIPE JOINT WITHIN DESIGNATED
WELD LENGTH LIMITS.
19. SHOP DRAWINGS FOR CML&W&CMC SHALL BE SUBMITTED AND
APPROVED BY EMWD PRIOR TO FABRICATION.
20. ALL CML&W&CMC STEEL PIPE SHALL BE CLASS 150
EXCEPT WHERE NOTE(' OTHERWISE. PIPE SHALL CONFORM
TO AWWA SPECIFICATIONS.
21. FOR CORROSION PROTECTION NOTES, SEE SHEET 45.
COUNTY OF RIVERSIDE NOTES
1. ALL MATERIALS, TESTING AND INSPECTION OF PIPE
SHALL BE IN CONFORMITY WITH THE REQUIRMENTS OF
RIVERSIDE COUNTY AND THE AMERICAN WATER
WORKS ASSOCIATON (AWWA) STANDARDS.
2 F-AILURE TO MEET ANY OF THE REQUIREMENTS OF
THE COUNTY OF RIVERSIDE
SEr ER & WATER PLANS
THE LAKES
TRACT NO. 30422-1
RIVERSIDE COUNTY AND THE AWWA SPECIFICATIONS
KLUYULtU "A I ti ZiTZi I tM QUHIV I I I Its
PHASE 1 MAP
WILL BE CAUSE FOR REJECTION.
ITEM
OTY'S
UNIT
COUNTY OF RIVERSIDE SEWER NOTES
-
12"PVC RECYCLED WATERLINE - Cy00, CL150..........................
2671
_F
300 150 0 300 600 900
i`
t. ALA MATERIALS USED AND INSTALLED SHALL CONFOP.M
12"CML&W&CMC RECYCLED WATERLINE - CL150...................._...
310
LF
GRAPHIC SCALE 1'� 300'
TO R I VERS I DE COUNTY STANDARDS & SPECIFICATIONS
12" RS GATE VALVE (RSGV) FX'i ...... .. .................................................. .
3
EA
ORDINANCE 461.
12" RS GATE VALVE (RSGV) HXH .... .. . . ..................................................
1
EA
SURVEYOR'S NOTE
12" FXH PVC -STEEL ADAPTOR ............. ............................................... .....
12
EA
WATER SYSTEM QUANT'TIES
THE BAS I S OF BEARINGS FOR TH I S MAP T S THE NORTH I I NE OF
u
LF
E.M.W.D. RECYCLED WATER CONSTR. NOTES
RECYCLED WATER GENERAL:
A. RECYCLED WATER PIPELINE AND APPURTENANT
CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD
STANDARDS AND SPECIFICATIONS
B. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR
SHALL EXPOSE EXISTING RECYCLED WATER SYSTEM AND
VERIFY ITS EXISTING ELEVATION AND LOCATION
C. WHERE SEWERS HAVE BEEN CONSTRUCTED BY
AGENCIES OTHER THAN EMWD, CONTRACT SHALL
VERIFY SEWER LATERAL LOCATIONS PRIOR TO
EXCAVATION FOR RECYCLED WATER PIPELINE.
IN THE EVENT SEWER LATERALS AkE FOUND TO BE
AT A DEPTH LESS THAN IN ACCORDANCE WITH
EMW(1 A'STANDARDS (INSIDE CITY OF HHMET,
REFER TO STD NO. 201), RECYCLED WATER PIPELINE
CONTRACTOR SHALL ADJUST RECYCLED WATER
PIPELINE DEPTH AS DIRECTED BY THE DESIGN
ENGINEER TO CROSS OVER THE SEWER LATERAL IF
POSSIBLE TO PROVIDE 36" MINIMUM COVER TO FINISH
ROAD GRADE; OTHERWISE CROSS UNDER. LATERAL.
D. ALL SERVICE CONNECTIONS SHALL BE AS NOTED AND
LOCATED AS SHOWN ON THE PLANS, ADJUST AS
NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL BE
INSTALLED IN ACCORDANCE WITH STD DWGS PA-3
AND PB-1.
E. BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE
WITH STD. DWG PA-1.
F. TEMPORARY BLOW -OFFS SHALL BE INSTALLED IN
ACCORDANCE WITH STD. DWG PA-1.
G. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE
WITH STD. DWG PB-8-
H. RECYCLED WA ER SYSTEM PROFILE ELEVATIONS ARE
TO CENTERLINE (CENTERGRADE )OF PIPE.
SPECIFIC TO CML&W&CMC SYSTEMS:
I. ALLL STEEL CYLINDER PIPE SHALL BE BONDED
AT RUBBER GASKET JOINTS IN ACCORDANCE WITH
STD. DWG- A-4 1.4 ON B-638.
J. ALL DESIGNATED PIPELINE WELDS SHALL BE
FULL WELD DOUBLE PASS AT EACH PIPE JOINT
WITHIN DESIGNATED WELD LENGTH LIMITS.
K. ADD APPROIATE NOTES FOR CORROSION
PROTECTION PER CORROSION REPORT.
SPECIFIC TO PVC PIPE SYSTEMS:
L. JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS.
SHALL BE USED ON ALL MAIN LINE PIPE JOINTS
WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER
APPURTENANCE LATERALS OFF MAIN LINE, EMWD
STD. DWG. B-663.
M. ALL P.V.C. PIPE THROUGH 12" SHALL 9E TYPE C-900
CLASS 150 EXCEPT WHERE NOTED OTHERWISE. PIPE
SHALL CONFORM TO AWWA SPECIFICATIONS.
N. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY
IRON. FITTINGS SHALL BE FLANGED, BOLTED
MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL
BE CEMENTED MORTAR LINED AND TAR (SEAL)
COATED PER EMWD STANDARDS ANC SPECIFICATIONS.
0. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY
IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT
THE TIME OF INSTALLATION PER EMWD STANDARDS
AND SPECIFICATIONS.
ADDITIONAL:
P. THE CONSTRUCTION SEQUENCE ASSUMES THAT THE
12" RECYCLED WATER LINE AND THE 18"x18"x12"
FLANGED TEE ON TRES LAGOS DRIVE WILL BE
CONSTRUCTED FIRST. IN THE EVENT THAT IT IS NOT
INSTALLED FIRST, THE CONTRACTOR CONSTRUCTING
THE 18" RECYCLED WATFR LINE IN MENIFEE ROAD
MUST PROVIDE THE FLANGED TEE WITH ALL VALVES
AND A 12" BLIND FLANGE FOR FUTURE TIE-IN ON
TRES LAGOS DRIVE.
0. THE CONSTRUCTION SEQUENCE ASSUMES THAT THE
18" RECYCLED WATER LINE AND THE 18"x8"x18"
FLANGED TEE ON ROCKPORT ROAD WILL BE
CONSTRUCTED FIRST. IN THE EVENT THAT IT IS NOT
I� 44 W 8 PVC RECYCLED WATERLINE - C900, CL 150---------------------------------- 686 EA INSTALLED FIRST, THE CONTRACTOR CONSTRUCTING
THE NE 4 OF SEC. 1 PER PM 21838 146/1-26, IE N89028' 8"RS GATE VALVE (RSGV)FXH- ITEM QTY S UNIT THE 18 RECYCLED WATER LINE IN TH.*LLE ROAD
--------------------------------�------ ------------------ ---- 7 MUST PROVIDE THE FLANGED TEE WITH :=.LL VALVES
A" RS GATE VALVE (RSGV) HXH -------- ----- --. - -.-..-.----. -- ................... 5 EA 8" CML&W&CMC WATERLINE - CL 150----_-----------------_----_--------------------------- LF AND AN 18" BLIND FLANGE FOR FUTURE 'TIE-IN ON
SUMMARY OF QUANTITIES 6BLIND FLAIkaE ........................ ................................................................ 1 EA 8 PVC WATERLINE - C900, CL150.............................. .............................. 86 LF ROCKPORT ROAD.
.............
8„PVC WATERLINE - C900, CL200----------------------------------------------------------- LF T
SEWER SYSTEM QUANTITIES 18"PVC RECYCLED WATERLINE - C905, CL 235 ............................. 2359 LF 8"RS GATE VALVE (RSGV) FXF.---------.----.- - (CONT. OF WATER SYSTEM QUANTITIES)
ITEM QTY' S UNIT 18"CML&W&CMC RECYCLED WATERLINE - CL 150 ..._.................... 482 LF
8"RS GATE VALVE (RSGV) FXH------------------------------------------------------------------------ 24 EA 1 TEM QTY' S U
8" SEWER(. INE................................------------.......-.......-.......-. 11630 LF 18"RS GATE VALVE (RSGV) FXH ..-------------- ...........-...............-----
........... 3 EA 8"RS GATE VALVE (RSGV) HXH............... ........................................................ 3 EA 21"RS "�`TE VALVE (RSGV) FXF..-------------..-...----------------------...........-....-....... 1 EA R
.-
18" FXH ADAPTOR ........................................................................................................ 3 EA 8" FXH ADAPTOR ------- ............ -.-........ - .-....-. .-. 7 EA 21 BLIN: FLANGE ............ ................... -. .
u 8 FXH PVC -STEEL ADAPTOR ........... ---------------------- --- - ---............. ------ 6 EA 24" CML&DC WATERLINE - CL 150-----------------------------...................................... 2901 EA
10 ;EWERL I NE.................................................................................8`
FXH ,,-------------------------- 2012 LF 18 FXH PVC -STEEL ADAPTOR.....-......- ......-.......-...........-....-....-.-..........-...-.. 6 EA
27" VCP SEWERL I NE ---------------------------------------------- ------- 2813 L F 8„SIDE OUTLET (ON 1ri"CML&C)-..-...-......-.....--.-......-..-..-...-.................... .... 1 EA
8 FLANGED CROSS.....------- --------- -- ....... ----------------------------------------------- 2 EA 24"RS GATE VALVE (RSGV) FXF...... -....... ......... .............. ...................... -----.... 2 EA
----------------------------- 8" FLANGED TEE - --------------- ......-- - - .---------------...-- ...... 6 EA 24" 45' HORIZ ELBOW ......... -............................................... ------------------..-.................. 1 EA
A"SIDE OUTLET (ON 12"CML&C) ................................................................. 2 EA --- .-..-.-....--.....-.-..-..--.-...--------
ST SEWER LATERAL -....---- ................... -6--------------....---.----. 352 EA -................. 8 HXFXH TEE -- ...........-....-.--....................... -----........... ----............................. -...... ---...... 2 EA 24" ;1.25' HORIZ ELBOW--------- --------------- ................ ----------- .................--------1 EA
-
18 � ,d'k8 FLG D TEE-- 2 EA 8 45 HOftIZ EL80,--------------------------------------------------------------------------------------------------- 15 EA 24" 45' VERT BEND .... ......-.......... -......................................................................... STANDARD MANHOLE PER SB-56.................................................. ....... 52 EA �„
TERMINUS MANHOLE PER SB-58.......................................................... 15 EA 12"k12"X8"FLG'D TEE -----.---------- ..-.....-...----.....-.-.....-------....... 2 EA
,� 1C" B! IND FLANGE.................................................................................................. 3 EA 8" 2 .5' HORIZ ELBOW..----------...-..---- ------- --------
4 EA 24" � 2.5' VERT BEND .... ......................................................................................... 3 EA
STANDARD MANHOLE PER '9-53, D=60------------------------------------- 9 EA
8" 11.25' HORIZ ELBOW........................................................................................... 2 EA 24" 11.25'VERT BEND------------------------------------------------------------------------------------------------. 2 EA
BACK WATER VALVE..
... ...................... .................................... .....
.. .....------- 6 EA 18" 45' HORN �LBOW ..-----.....-..-------- ....-- --....----.-...-----.-......----..-...-------------.-...... 1 EA
18" 22.5' HORIZ El BOW ... E 8„ 45' VFRT BEND ................. --------------------- ------------- ---------------------------- 21 EA 16'X24H SADDELED OUTLET ................................................... .............................. {
CLEAN OUT (C.O.) PER SB 52........................................................... 3 EA
18" 45' VERT BEND............................................................................................ 8 EA 8 22.5 .................................................................... .. VERT BEND ............................. 9 EA 16�(24"TAPPING SLEEVE ......................................................................... ..... .-.-.. 1 EA
.......--
WORKTO BE DONE 18" 22.5' VERT BEND............................................................................................. 3 EA 8X 12" REDUCER-..-.........-.......------.------.....--.---.......--..-.....-............-........-..-...-----....---------- 2 EA 241(8FLANGED CROSS--------..----�---------...----------......---------.-. 1
,
EA
18" 1125"/ERT BEND ...................... ...... 8" END CAP..-.....-...--..-..-.-...-------..-...-...-.---------.-.-...---....-----..-....---------------------------.... * Eq "
............................................................. 1 EA 12 FLANGED SIDE OUTLET (0N 24 W/L)----------------------------------.-.-.-.-...-.-. 2 EA
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO
MP Y
8"45'VERT BEND ...................................... ........ .----...
10
EA
OUT T "W L).--
BE DONE AC-.ORDING TO THESE PLANS, THE CURRENT COUNT
18" LND CAP ......---......-
1
EA
12
CML&W&CMC WATERLINE - CL150........................_.......-...---....._-.-.....
722
LF
/ 3S"X "t�T AP �N T 36ayr/L
�
OF RIVERSIDE TRANSPORTATION DEPARTMENT STANDARDS
AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STANDARDS
......................
1"AIR VAC AND AIR RELEASE VALVE PER PB-8 ........................
g
12"PVC
WATERLINE
- �900, CL 150--.---------------.---._-..--...-------.--------..-..._--..-.
1777
EA
_ _;
1 ATER SERVICE 8.............
AND SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ("GREENBOOK") .
2" AIP. VAC AND AIR RELEASE VALVE PER P''-9 ....................
2
EA
12
PVC WATERLINE
- C900, CL200.-.....---...--..-.-......................--.:........-
1362
EA
2" COPPER WATER SERVICE PER & METER PER B-344.............
1
6" BLO'N OFF PER PA-1 (PVC). .. .............................................:-------
2
EA
12"
RS GATE VALVE
(RSGV) FXH........ -...... ................ ......................................
6
EA
1" AIR VAC AND AIR RELEASE VALVE PER B-598 (PVC)-------.-.
21
60TEMPORARY BLOW OFF PER PA-1 (PVC) .....................................
6
EA
12"RS
GATE VALVE
(RSGV) HXH .-......-........-.-......-.--..---...-....................--.....
3
EA
2"AIR VAC AND AIR RELEASE VALVE PER B-367 (STEEL).---
3
.......
.MARKER POST PER 8-665 ........................................... . .... . ....................
1
EA
12"
12"
FXH ADAPTOR ------
FXH PVC -STEEL
- -- -- -------------------------------------------- ------ -------------------------
ADAPTOR-------
4
2
EA
EA
6„ BLOW OFF PER B-357(PVCI.................................. ..... -------------- ------------
LOW I
U
------------------------------------------------------------------
-
6 P _OW OFF PER 8 351 (STEEL) ...................................................................
6"
RIVERSIDE COUNTY
o
WATER/SEWER/RECYCLED WATER PROVED BY.
12"FLANGED
CROSS
2
EA
"T
APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT r -............................ ---------------- 6 E ORAR BLOW OFF PER B-568 tPVC)........................................ EASTERN wIUNICIPAL WA i fR DISTRICT 12"FLANc
TIA
I'
BEFORECALL
61 i
1-800-227-2600 DATE: S'•_Z-o 4.
UNDERGROUND SERVICE ALERT
Cal at Isoat 2 working daya prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
4106
REC
Rr
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR PRIVATE
ENGINEER HA DURING BE RESPONSIBLE CONSTRUCTION
FORT ETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
-..
DATE
BY
_
MARK
ENGINEER
DESIGNED B Y: CI
Rt\d_14590\phase -1\sewer-water\4590phlswl.dgn
-\\srv_r101\RlokStondords\lpIotV10\Pen\coloomp.pen
OF0 f/RF HYDRANTS g" fIRE DEBT
DEP TMENT OF HEALTH ED TEE--------------------------------------------------------------------------------------------------------- 2 EA 60FIRE HYDRANT ASSEMBLY PER B-362 (PVC)..---.....-------------.-.......
/ 12'k8" FLANGED CROSS ------------------------- ------------ - ----- ---------------------------- ----------- 1 EA 6" FIRE HYDRANT ASSEMBLY PER B-356 (STEEL)..........-.........-. ..... � 6
Ap^~ 3f 1�0y 12'Sc 1216" FLG-D TEE. --------------------------------------------------------- ........................... 3 EA BLUE PAVEMENT REFLECTOR ----........... ----. ------------------ ----- s0
CIVIL ENGINEER OF SUBD[ "S[0"15 DATE 12"k12"k8"HxHxF TEE................................'..---..-...-.-..--.-....--.............--.................-- 1 EA HIGH DEFLECTION COUPLING t1-8 ; 1-12'1.-.--.......-....---.---..------.---------.--...
_ 12" 45' VERT BEND .................................. ..... .................................. 3 EA STEEL CASING PER B-575, D=18".- 134
INITIAL DATE �,1 -
P OVED BY:
APPROVALS
PROJECT ENG.
/� `
%i `�'v H' INSPECTION
DATE
SWR. OPERATIONS
S� ADD B"WflTERL//VES SEAL -COUNTY
9VOESSrpti,
No. 33950'
Exp.6-30-06
APPR. DATE
REVISIONS CGU�ITL 0,,Iv1L����\pf
,.A
DRAWN BY: MRD CHECKED BY:JDG
IL22.5 VERT BENu............................................................................................... 4 EA CTS - TEST STATION PER B-660 .................................................... ----------- 3
12"11.25' VERT BEI4D........................................................................................... 1 EA CTS- TEST STATION PER B-662..................................... -............................. 8
12"k21"CONCENTRIC REDUCER ..... .......... ........................................ .................... 1 EA BACKF :VEN10L ASSEM Y (B- 7 ------ ..... ... .. 342
12" END CAR... ................ 1 EA "3 fi' FIRE HY L 9-9/6
COUNTY OF RIVERSIDE SEAL- NGINEER 5620FRIARSROAD BENCH MARK:
TRANSPORTATION DEPARTMENT SANDIEc0,CA92110
nc 619.291.0707
APPROVED B Y : Qi 1i� ESS�©� (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
�Q ENGIN G OMPANY ricken ineerin .com INTERSECTION OF NEWPORT RD.
Q• GOD�'QP San DNego R venkle Sacramento Orange Phoerdx Tucson & LINDENBERGER RD. A 10IRON
h = p PIPE & TAG MARKED COUNTY IN
PREPARED UNDER THE D CTIONOF- CAP WELL MON.
J�,i!S ( V` No.33037 1984 ELEV = 1425.301
�.H�ALEA.OT AN DATE: Exps/30/06 �
J A CIVIL �!
tt J D. GODDAR JR. .C.E. 33037
e 'S'/ �� lF G�l�` DATE:�1'710V GISTRATION EXPIRES 6-30-06 SCALE:
RECOMMENDED-WILLOAN DATE: H: V:
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
LF
EA
EA
PRIVATE ENGINEERS NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEAL4TH-
REGULATION `OF THE• U S. DEPARTMENT OF LABOR AND` THE STATE OF ,
E `
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS S CONSTRUCTION'
SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
WITH SAID REGULATI(NVS AND HERS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY, THAT THIS REQUIREMIENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOW NG HOURS, AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY
DAMAGE OR PROTECTION TO THESE LINES.
IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING
ANY WORK 9Y CALLING THE ENGINEER OF WORK AT (.619) 291-0707
AND THE COUNTY INSPECTOR.
DEVELOPER/OWNER ENGINEER OF WORK
CENTEX HOMES RICK ENGINEERING COMPANY
1265 CORONA POINTE COURT 5620 FRIARS ROAD
CORONA, CA 92879 SAN DIEGO, CA. 92110-2596
PHONE: (951) 479-9500 PHONE: (619) 291-0707
FAX: (619) 291-4165
NOTIFICATIONS
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR
AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION
RIVERSIDE COUNTY ROAD (951) 955-6885
EASTERN MUNICIPAL WATER DISTRICT:
FIELD ENGINEERtING DEPARTMENT (951) 928-3777 ext. 4830
U.S.A. 1-800-227-2600
TIME LIMITATION
THE TIME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FROM
THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED
WITHIN STATED TIME, EMWD REQUIRES DRAWING TO BE REVIEWED BY THE
DEVELOPER/DESIGN ENGINEER AND RESUBMITED TO EMWD FOR POSSIBLE
CHARGES IN MASTER PLANNED SIZING Abip CHANGES IN SPECIFICATIONS
AND STANDARDS.
WATER SYSTEM CERT! -ATIO
I CERTIFY THAT THE DESIGN OF THE WA'f`ER SYSTEM WITHIN TRACT
30422-1 IS IN ACCORDANCE WITH T14E WATER SYSTEM MASTER PLAN OF
THE EASTERN MUNICIPAL WATER DISTRICT AND THAT THE WATER SERVICE.
STORAGE AND DISTRIBUTION SYSTEM DILL BE ADEQUATE`TO SUPPLY
WATER TO SUCH TRACT. 4k,_
THIS CERTIFICATION DOES NOT C ITUT€ A GUARANTEE THAT IT WILL _.
SUPPLY WATER TO SAID PROJECT SPECIFIC QU�1'�TI,ES, FLOWS C)R
PRESSURES FOR FIRE PROTECTION`OR ANY OTHER PURPOSE.
IV heo*
CIVIL ENGINEER OF SUBDIVISIONS DATE
SEWER SYSTEM CER`I"TIOI
I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO.
30422-1 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER
DISTRICT'S SEWER SYSTEM MASTER PLAN, AND THE DISTRICT HAS
PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE
PROPOSED TRACT. -
EASTERN MUNICIPAL WATER DISTRICT
CIVIL ENGINEER OF m.°VISIONS DATE
(E)"MION OF HOLLAND, RD. TO WNM)
NOT TO SCALE
A SUBDIVISION OF A PORTION OF THE WEST ONE-HALF AND ONE-HALF OF THE NORTHEAST Y4 OF SECTION 1,
SHIP 6 SOUTH, RANGE 3 WEB r, SAN BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE
INDEX OF SWETS:
SHEET No. Illl DESCRIPTION
1 TITLE SHEET
2-3 INDEX AND DETAIL SHEETS
a
4-44 SEWER & WATER PLAN AND PROFILES
45 STEEL PIPE & CORROSION NOTES
N
I.P.040242
COUNTY OF RIVERSIDE
1. D. U-36/U-35
1;
S. A. 41/33
TRACT NO. 30422-1
SCHEDULE "A"
W. o. 10969
I
C.O.
SEWER, WATER & RECYCLED WATER
PLAN AND PROFILE
COOOD j3-8-41:5
SHT. 1 of 4�
T� HE
TITLE SHEET
IF A
1
LOT
;__
LINE
i
v
5'5'
a
TYP
TYP
CURB
S
10,
MIN
W
TYPICAL LOT
NO SCALE
SOUTH OR WEST SSE NORTH OR EAST SIDE
,�TPN4r DEPTH
1
RECYCLED WATEER
PER WOO 11405
HOT TAP EXISTING 16" ACP r 4
W/L WITH I WXII'c" TAPPING
SLEEVE WITH Igo►" FXF RSGV [EFi
AT DEVELOPER EXPENSE .
VARIES MIN E X 1 T 1 N G
I S Ci-JJJL
WATER
MAIN
SEWER
STORM MAIN/REC`ICLED WP►TF-R. FOR RZOCK.PORT iZOAD
DRAIN TABS LA605 DR+Vr:- SEE PLA►/ SHEETS
TYPICAL SECTION
NO SCALE fX�
FIRE Ff!
BLUE 6:: HYDRANT
PAVEMENT -
MARKER
611 EXIST 16" ACP
BLUE PER D-9707
--�I 6" PAVEMENT
FIRE MARKER �—
HYDRANT EST 8" EWER
i
PER D-3
TYPICAL HYDRANT MARKER LOCATION PROPcE01s"
NO SCALE RECYCLED WATER
PER WOE 11435
MENIf
• . rr• ,eslo w
10� - ,r.
PRESSURE REDUCERS
PRESSURE REDUCING VALVES FOR TRACT 30422-1 ARE REOUIRED FOR ALL LOTS (1-3421.
SACK WATER VALVES
BACK WATER VALVES FOR TRACT 30422-1 ARE REOUIRED FOR LOTS
125, 126, 157, 158, 159 AND 280.
ILAn, nlA0K lKlr CAf%ll lTtce
WATER: 36" WATER LINE IN TRES LAGOS DRIVE
36" WATER LINE IN LINDEMVJWR ROAD
RECYCLED WATER: 18" RECYCLED WATER LINE IN MENIFEE ROAD
18" RECYCLED WATER LINE IN LINDENSERGER ROAD
SEWER: 27" SEWER LINE IN NE.NIFEE ROAD
DIG ALERT
WATER/SEWER/RECYCLED WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
w
... . ..... ..........
v ,I,..d- J --
CIVIL ENGINEER OF SUBDIVISIONS DATE
CALL
OD
INITIAL DATE
PROJECT ENG.
APPROVALS INSPECTION
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
WTR. OPERATIONS --
Cal at bwt 2 workkV days prior t0 extavath%
SWR. OPERATIONS --�"
NOTE:
4 /06 R15C A ADD ! HYORRA(I-s AT IRE
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRAD PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF O:ISCREPANCIES ARISING AFTER COUNTY
DATE
BY
MARK
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS
ENGINEER SHALL BE RESPONSS18LE FOR DETERMNNG AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD
R.\d_14590\phose-i\sewer_woter\4590phtsw2.dgn ..
\\srv_r161\R1ckStandards\Iplotvio\Pen\colcomp.pen
EXIST 30" CML&C
PER D4706 I
PROPOSED 16" PVC REC — , EXIST 27" CML&C
WTR PER D-32086 OPO:h 36" CML&C EXIST 36" CML&C Pit D-1325
PER D-29+496 PER D-151 53
I SOON
r' , •' . EXIST 24" CML&C
EXIST 21" CML&C 7977 PER D-1337
25 0
tI30 75 `; 0 150 300 450
_
GRAPHC SCALE i_� 150"
SEAL -COUNTY COUNTY OF RIVERSIDE EAL- N SCA92110
2110 BENCH MARK:
s sANr+ 1EM co, cn
TRAM ORTATIO* ANT IT LESS/ 619.291.0707
I _N I APPROVED BY: (PAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
rirken ineerin .com INTERSECTION OF 14EWPORT RD.
r��
A. 0l O• GO DQ �t^� Onbc Tucson & LV40ENKRGER ice. A Y' IRON
PIPE & TAG MARKED COUNTY IN
.33950 Z u ` c c- PREPARED UNDER TH IRECTION OF: 1� C'M' WELL '
Exp.6-30-06 S r N0.33037 1 11i4I4 EL.EV.- 14?5.',�01
APPR. DATE KH D A.0 H°M DATE.: ,x Exp.6/30/(Ii Yr
CI V I <" f� CIVIL •�!
COUNT\i�%�� `\�' '� (� C� OS U6 �'!` J D. GODDA JR. yd R. E. 33037 SCALE:
CA - ( DATE: EGISTRATION EXPIRES 6-30-06
CHECKED BY: JDG RECOMMENDED -WILL AK _ _ : DATE: H. V:
PRESSURE
ZONE (PZ)
C. O. "Ay0 "aw • Arwo 7
C.O /V.. G68Z I—vw w
1627
Q
NCn
COUNTY
I.P. 040242
OF RIVERSIDE
1. D. U-36/U-35
;R
Cr;
S. A. 41/33
TRACT NO.30422-1
SCHEDULE AV
SEWER, WATER & RECYCLED W 1TER
INDEX SHEET
W.O. 10969
p
C . 0. ✓ 7
COORD
SHT, 2 of 45
:3w
D-� Lea
JN 14NO-A
DIG ALERT
TM
CAM.
BEFORE
YOU DIG!
1-800-227 26I 0
UNDERGROUND SERVICE ALERT
Cal at least 2 working days prior to ex .
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE INNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS KEN,
ISSUED.
WATER/SEWER/RECYCLED WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
L4 J - g.'.1 3 u
CIVIL ENGINEER OF SUBDIVISIONS DATE
APPROVALS
PROJECT ENG.
INSPECTION
WTR. OPERATIONS
SWR. OPERATIONS
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE I BY I MARK
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SMALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE
APPROVAL BY THE.000NTY.
IAL I DATE
REVISIONS
DRAWN BY: MRD
SEWER LATERAL TABLE 11WATER LATERAL TABLE
LOT INV.EL
DROP LENGTH
TO
IN
INV.EL
SLOPE
TOP
CURB
DEPTH
BELOW
STATION
BACKWATER
VALVE
STATION 0 MAIN
N0.
®IbIAIN
MAIN
FEET
�'1-
EL
T.C.'I'.L.
® MAIN
REQUIRED
96 422.34
1.2
22.00 1427.64
20.50 1433.14
5.50 27+46.37
27+38.39
97 1422.21
1.2
21.72 1427.84
22.4E 1433.34,
5.50 27+23.15
27+28.17
98 1421.6E
1.2
21.78 1428.47
28.3E 1433.97
5.50 26+06.57
26+01.55
99 1421.56
1.2
22.09
428.32
27.68 1433.82
5.50 25+86.31
25+91.33
100 1421.01
1.2
21.52 1427.51
27.15 1433.01
5.50 24+69.72
24+64.71
101 420.92
1.2
23.29
427.38
24.71 1432.88
5.50 24+49.47
24+54.48
102 11420.61
1.2
37.61
427.0
426.73
14.57
432.50
5.50 23+87.00
23 •89,74
103 1420.44
1.2
27.00
20.3E
432.23
5.50 23+68.97
23+64.88
104 1420.27
1.2
30.38 1426.50
17.72' 1432.00
5.50 23+42.82
23+40.89
105 1420.19
1.2
26.92 1426.42
20.18 1431.92
5.50 23+27.55
23+32.70
106 1419.67
1.2
22.00
415.79
24.58 1431.29
5.50
22+14.76
22+09.73
107 1419.59
1.2
22.00 14:_5.71
24.59
1431.211
5.50
21+97.34
22+02.50
108 1419.00
1.2
21.64 1425.07
24.79 1430.57
5.50 20+70.36
20+65.33
109 1418.91
1.2
22.00 1424.97124.32
1430.47
5.50 20+49.98
20+55.02
110 1418.34
1.2
23.08 1424.95
25.64 1430.45
5.50 19+30.47
19+25.47
111 1418.26
1.2
22.64 1425.03
26.97 1430.53.
5.50
19+13.20
19+18.37
1.2
22.00 1425.62
33.53
1431.121
5.50
17+95.64
17+90.49
112 1417.71
113 1417.62
1.2
22.00 1425.72
34.51 1431.22
5.50
17+75.03
17+80.18
114
1.2
22.00 1426.10
37.83 1431.60
5.5
117+13.62
17+18.55
11417.33
115 1417.02
1.2
33.5E 1426.46
26.10 1431.96
5.50
16+47.29
16+43.82
116 1416.87
1.2
28.13 1426.61
32.68
1432.11
5.50
16+30.58
16+15.S`5
117 1416.75
1.2
52.68 1426.79
17.45 1432.29
5.50
16+02.17
16+12.3
118 1416.54
1.2
36.92 1427.19
27.05 1432.69
5.50
15+59.28
15+53.62
119 1416.45
1.2
36.72 1427.27
27.71 1432.77
5.50
15+38.75 1
14+44.64
120 1415.91
1.2
34.00 1426.63
29.76
1432.13
5.50
14+35.96
14+30.87
121 1415.61
1.2
34.00 1426.14
29.17
1431.64
5.50
13+71.83
13+66.74
122 1415.51
1.2 134.00
1425.99
29.00
1431.49
5.50
13+51.47
13+56.56
123 1415.01
1.2
34.00 1425.18
28.02 1430.68
5.50
12+45.60
12+40.51
124
1414.71
1.2
34.00 1424.70
27.4E 1430.20
5.50
11+81.47
11+76.33
125 1414.62
L
1.2
34.00 1424.54
27.26
430.04
5.50
11+61.11
YES
11+66.25
126
1414.19
1.2
34.00 1423.84
26.42
1429.34
5.50
10+69.49
YES
10+74.58
127 1416.54
1.2
21.58 1425.38139.02
1430.88.
5.50
15+42.69
15+37.63
128 1416.95
1.2
21.28
424.65
33.71
1430.15
5.50
14+40.86
14+31.84
129 1417.03
1.2
22.18
1424.51
31.12
1430.01
5.50
14+20.01
14+23.40
130 1417.29
1.2
26.50
424.09
22.8E
1429.59
5.50
13+55.97
13+64.92
131 1417.49
1.2
33.28 1423.72
16.08
1429.22
5.50
13+16.66
13+15.02
132 1417.55
1.2
22.62
1423.64.
23.71
1429.14
5.50
13+07.09
13+08.46
133 1417.64
1.2
30.12
423.48
16.50
428.98
�.50
12+94.60
13+04.00
134 -1417.981
1.2
22.00
1423.07
19.45
1428.57
5.50
12+18.35
12+13.35
135 1418.061
1.2
22.01
1422.93
18.34
1428.431
5.50
11+98.35
12+03.35
136
1418.43
1.2
21.99
1422.28
13.2E
1427.78
5.50
11+06.68
11+01.68
137
1418.51
1.2
22.17
1422.14
12.05
427.64
5.:,0
10+86.68
10+91.68
138
1418.75
1.2
35.31
1421.74
5.37
427.24
5.50
10+29. 1
10+34.87
139
1418.86
1.2
24.00
1421.46
6.36
426.96
5.50
10+00.00
9+80.73
140
1418.86
1.2
45.23
1421.14
2.50
1426.64
5.50
10+00.00
9+74.73
141
1418.86
1.2
54.00
1421.12
2.04
1426.62
5.50
10+00.00
9+96.32
142
1418.81
1.2
51.54
1421.57
3.1E
1427.07
5.50
10+15.26
9+98.32
143
1418.63
1.2
38.80
1421.92
5.67
427.42
5.50
10+58.55
10+63.55
144
1418.55
1.2
34.57
422.08
422.'i
7.14
427.58
5.50
10+78.55
11+70.55
145
1418.20
1.2
34.00
10.31
1428.2
5.50
11+65.63
11+70.63
146
1417.35
1.2
38.97
1423.98
14.6�
1429.4
5.50
13+43.34
13+52.98
147
1416.96
1.2
34.59
1424.64,
19.88
1430.14
5.50
14+38.56
1.4+44.23
148
1416.87
1.2
1 35.83
1424.781
19.83
1430.28
5.50
14+58.66
1 14+54.23
149
1416.59
1.2
34.8E
14 '5.29
22.82
1430.79
5.50
15+30.24
15+34.63
150
1417.37
1.2
20.44
1424.25
30.80
1429.75
5.50
13+22.86
13+17.49
151
1417.46
1.2
20.50
1424.09
29.35
1429.59
5.50
13+03.31
13+08.59
152
1417.98
1.2
26.71
1423.19
16.23
1428.69
5.50
11+97.32
11+92.40
153
1418.07
1.2
27.6E
1423.03
14.65
1428.53
5.50
11+77.69
11+82.28
154
1418.53
1.2
26.81
1422.28
10.28
1427.78
5.50
10+87.44
1 10+83.22
155
1418.62
1.2
27.99
1422.121
8.85
1427.62
5.50
10+67.77
10+73.22
156
1418.98
1.2
42.18
1421.60
3.53
1427.10
5.50
10+00.00
9+94.53
157
1418.98
1.2
43.09
1421.51
3.24
1427.01
5.50
10+00.00
YES
9+89.53
158
1418.981
1.2
49.26
1421.23
2.22
1426.73
5.50
10+00.00
YES
9+82.57
159
1418.981
1.2
53.33
1421.37
2.32
426.87
5.50
10+00.00
YES
9+86.5=`
160
1418.90
1.2
51.01
1421.65
3.1E
11427.15
5.50
10+13.43
10+19.60
161
1418.80
1.2
44.36
1421.81
4.27
1427.31
5.50
10+33.15
10+28.60
162
1418.37
1.2
27.92
1422.54
11.4E
1428.04
5.50
11+19.50
11+24.24
163
1418.2E
1.2
27.68
1422.71
12.66
1428.21
5.50
11+39.87
11+34.35
164
1418.03
1.2
28.80
1423.11
14.48
1428.61
5.50
11+87.36
11+95.43
165
1417.48
1.2
35.4E
1424.06
16.08
1429.56
5.50
12+99.59
13+04.37
166
1417.34
1.2
35.50
424.29
17.16
1429.79
5.50
13+27.90
13+14.26
167
1416.94
1.2
33.61
1424.98,
21.64
1430.48
5.50
14+09.15
14+13.93
168
1416.84
1.2
32.55
1425.14
23.24
1430.64
5.50
14+30.10
14+23.74
169
1416.41
1.2
33.83
1425.97
26.26
1431.47
5.50
15+15.20
15+21.88
170
1416.31
1.2
33.95
1426.22
27.25
1431.72
5.50
15+37.00
15+32.10
171
1415.94
.1.2
34.00
1427.16
31.30
1432.66
5.50
16+17.85
16+12.89
172
1425.85
1.2
34.00
1428.42
4.27
1433.921
5.50
22+21.61
22+16.78
173
1423.82
1.2
34.00
1427.051
6.33
1432.05
5.00
21+58.73
21+53.90
174
1420.80
0.8
30.66
1422.181
2.02
1430.13
7.95'
20+53.75
20+48.72
175
1419.33
1.2
30.66
1421.881
4.71
1428.38
9.50
19+96.56
19+91.47
176
1418.87
1.2
30.27
1422.741
9.44
1428.24
5.50
19+76.20
19+81.29
177
1417.301
1.2
30.71
1422.80j
14.98
1428.30
5.50
19+13.06
19+18.15
178
1415.721
1.2
34.00
1423.11
19.34
1428.61
5.50
18+49.92
18+55.01
179
1414.991
1.2
34.00
1423.22
21.97
1428.72
550
17+47.08
17+41.99
180
1414.94
1.2
34.00
1423.12
21.81
428.62
5.50
17+26. 7 2
17+31.81
181
1414.801
1.2
34.80
1422.59
20.08
1428.09
5.50
16+68.81
16+30.80
182
1417.221
1.2
35.0E
1422.601
12.64
1428.10
5.50
14+91.84
14+96.81
183
f420.ON
1.2
34.00
1423.331
6.49
1428.83
5.50
13+89.95
13+84.95
184
1420.61
1.2
34.00
1423.461
5.15
1428.96
5.50
13+69.80
13+74.85
185
1421.25
1.2
35.88
1424.10
4.87
1429.60
5.50
12+13.36
12+68.73
186
1421.38
1.2
34.00
1424.231
5.1E
1429.73
5.50
12+54.89
12a-59.49
187
1421.98
1.2
35.10
1424.621
4.97
1430.32
5.50
11+65.36
11+60.79
188
1422.551
1.2
34.00
1425.32
4.90
1430.821
5.50
10+90.60
10+85.54
189
1423.141
1.2
45.62
1425.63
2.96
1431.13
5.50
10+35.76
10+30.93
190
1423.50
1.2
153.98
1425.83
2.17
1431.33
5.50
10+00.00
9+93.80
191
1423.50
1.2
52.03
4',"5.98
2.56
1431.48
5.50
10+00.00
9+90.80
192
1423.50
1.2
48.54
1426.11
3.03
1431.61
5.50
10+00.00
9+77.68
193
423.50
1.2
47.14
426.07
3.04
1431.57
5.50
10+00.00
9+80.68
194
1423.50
1.2
43.00
425.91
2.95
1431.41
5.50
10+00.00
9+83.68
195
1421.77
1.2
20.89424.62
1424.09
8.75
1430.12
5.50 '
11+96.16
12+01.28
196
1421.23
1.2
34.00423.82
4.35
429.32
5.50
10+81.81
10+85.83
197
1421.65
1.2
34.00
3.8E
429.59
5.50
11+35.81
11+40.91
198
1421.77
1.2
36.4E
1424.26
3.74
1429.76
5.50
11+52.52
11+66.56
199
11421.771
1.2
39.62
1423.81
2.23
1428.81
5.00
11+52.52
11+69.37
200
1421.771
1.2
50.53
1424.46
3.07
1429.96
5.50
11+52.52
11+84.75
201
147.771
1.2
60.04
NA9A.44
2.53
429.94
5.50
11+52.52
11+76.2
CHECKED BY: JDG
SEAL -COUNTY
�/
}�I � No. 33'9Er0
Exp.6-30-06
APPR. DATE
COUNTY FIvi�-,�
F QF
SEWER LATERAL TABLE I
W
LOT
NO.
INV.LL
94AIN
DROP LENGTH
TO
MAIN
IN
FEET
INV.EL
6PL
SLOPE
X
TOP
CURB
EL I
DEPTH
BELOW
T.C.@pL
STATION
0 MAIN
BACKWATER
VALVE
REQUIRED
2021418.08
1.2
22.97 1422.84
16.99 1428.34
5.50
14+61.01
203 1417.57
1.2
21.98 1422.72
19.78 1428.22
5.50
14+79.31
204 j1414.97
1.2
34.00
A23.90
24.15 1429.40
5.50 13+6?.05
205 1415.02
1.2
3400 1424.02
24.37 1429.52
5.50
13+82.uj
206 1415.29
i
1.2
34.00 P424.67
25.56 1430.17
5.50
14+91.39
207 1415.33
1.2
34.00
424.79
2Z.80 143O.29
5.50
15+10.14
208 1415.55
1.2
34.00 1425.31
26.- 1430.81
5.50
15+98.38
209 1420.25
1.2
34.81 1425.62
12.70 1431.12
5.50
11+97.28
210 1420.66
1.2
34.86 1425.71
11.70 ;1431.21
5.50
11+78.27
211 1422.93
1.2
34.90 1,426.42
6.97 1431.92
5.50
10+73.96
_
212
423.30
_
1.2
38.07 11426.51
5.58 1432.01
5.50
10+56.94
213 1424.49
1.2
54.00
426.83
2.19 1432.33
5.50 10+00.00
214 1424.49
1.2
49.76 1427.08
2.91 1432.58
5.50
10+00.00
215 1424.49
1.2
44.97 1426.96
2.9E 1432.46,
5.50
10+00.00
216 1424.49
1.2
43.49
426.90
2.92 14
-Id 2.40
5.50
10+00.00
217 1423.36
1.2
30.21 1426.50
6.86 1432.00
5.50
10+53.90
218 1422.85
1.2
23.75
426.36
10.64 1431.86
5.50
10+77.75
219 1420.36
1.2
21.1E 1425.64
21.31
1431.14
5.50
11+92.43
220 1419.90
1.2
21.25 1425.54
23:,08 1431.04
5.50
12+13.67
221 11417.76
1.2
22.0E 1425.05
30.3E 1430.55
5.50
13+12.17
_
222
1416.77
1.2
34.00 1424.39
20.07 1429.89
5.50
19+22.00
223
1417.15
1.2
34.00 1425.04
20.92 1430.54
5.50
20+16.27
224
1417.23
1.2
34.00
1425.17
21.08 1430.67
5.50
20+36.27
225
1417.69
1.2
34.00 1425.98
22.15 1431.48
5.50
21+53.27
226
1417.77
1.2
34.00
1426.11
22.30
14�0.61
5.50
21+73.27
227
1418.18
1.2
34.00 1426.83
23.29 1432.33
5.50
22+77.38
228
424.90
1.2
22.00 1428.87
13.87 1434.37
5.50.
12+19.27
229
426.86
1.2
22.00 1429.53
7.3E 1435.031
5.50
11+36.27
230 1427.041
1.2
?2.00 1429.68.
7.21
1435.18
5.50
11+17.65
231 14,17.86
1.2 1
32.lS 1430.28
4.03 1435.78
5.50
10+32.48
2321428.16
1.2 42.71 1430.56
2.95
436.06
5.50
10+00.00
233
1428.1E
1.2 52.53 1430.58
2.41
436.08
5.50
10+00.00
234
1427.08
1.2
34.08
1429.71
4.45
1435.21
5.50
11+12.97
235
1419.97
1.2
34.00
428.671
23.45 11434.17
5.50
16+31.28
2361420.31
1.2
35.961428.22
19.74 11433J2
5.50
15+42.54
237
1420.57
1.2
34.53
427.86
18.71 t0433.36
5.50
14+78.17
238
1420.64
1.2
33.99
427.70
18.32
433.20
5.50
14+55.72
239
1421.02
1.2
34.00
1427.07
15.16 1432.57
5.50
13+65.25
2401421.92
1.2
23.45
1425.68
11.93
1431.18
5.50
11+54.42
241
1422.31
1.2
33.43
1425.04
4.87
430.54
5.50
10+59.31
2421422.42
1.2
41.88
1424.81
2.98
1430.31
5.50
10+33.16
243
422.56
1.2
51.65
1424.90
2.30
429.901 5.00
10+00.00
A_
244
1422.56
1.2
50.15
1424.84
2.24
1429.84
5.00
10+00.00
245
1422.56
1.2
44.53
424.63
2.05
429.63
5.00
10+00.00
246
422.56
1.2
.00
424.77
2.46
i429.77
5.00
10+00.00
2471422.13
1.2
3.17
425.43
6.74
430.93
5.50
11+03.55
248
422.04
1.2
r32.59
425.53
7.49
1431.03
5.50
11+24.18
249
1421.55
1.2
7.35
426.25.
a90 '1431.75
5.50
12+47.75
250
1421.48
1.2
42.22
426.35
9. i -
11.72 11432.25
1431.85
5.50
12+65.70
251
1421.28
1.L
38.44
1426.75
5.50
13+13.89
252
1421.23
1.2
28.07
1426.82
16.84
1432.32
5.50
13+20.34
253
1420.95
1.2
23.60
1427.16
23.19 432.66
5.50
13+78.99
254
1420.31
1.2
19.95
1428.22
37.38
1433.72
5.50
15+40.53
255
1419.91
1.2
22.00
1428.75
38.22
1434.25
5.50
16+46.87
256
1419.82
1.2
22.00
1428.85
39.14
1434.351
5.50
16+67.43
257
1419.33
1.2
22.72
428.58
38.85
1434.08
5.50
17+92.66
258
1419.24
1.2
23.97
428.48
36.60
1433.98
5.50
18+13.22
259
1418.76
1.2
24.45
427.88
35.28
1433.38
E_50
19+32.91
_
260
1418.70
1.2
23.6.9
427.79
36.38
1433.29
5.50
19+49.99
261
1422.58
1.2
22.00
427.20
17.10
1432.70
5.50
20+67.81
2621423.61
1.2
22.001427.10
11.45
1432.60
5.50
20+88.03
263141b.23
1.2
22.001427.01
37.60
1432.51
5.50
23+03.21
264
1417.92
1.2
22.00
1426.37
36.24
1431.87
5.50
22+10.44
:L65
1417.84
1.2
22.00
1426.23
35.94
1431.73
5.50
21+90.44
266
1417.35
1.2
22.00
0425.39
34.18
1430.89
5.50
20+68.44
267
1417.27
1.2
22.00
1425.26
33.93
1430.76
5.50
20+48.44
268
1416.82
1.2
22.00
1424.481
32.29
1429.98
5.5C
19+35.41
269
1416.02
1.2
18.04
1424.53
45.57
1430,03
5.50
17+98.49
270
1415.88
1.2
22.00
1424.90
39.1E
1430.40
5.50
17+35.56
271
1415.77
1.2
22.00
IA25.19
41.12
1430.691
5.50
16+87.98
272
1415.64
1.2
22.00
1425.44
43.00
1430.941
5.50
16+35.86
273
1415.59
1.2
22.00
1425.42
43.14
1430.92
5.50
16+17.56
274
1415.37
1.2
22.00
1424.89
41.58
1430.39
5.50
15+26.74
275
1415.24
1.2 22.00
1424.58
40.68
1430.08
5.50
14+74.84
276
1413.20i
1.2 122.00
1424.47
40.34
1429.97,
5.50
14+57.84
277
1414.96
1.2
22.00
1423.88
38.59
1429.38
5.50
13+57.84
278
1414.91
1.2
22.00
1423.76
38.23
142S,.26
5.50
13+37.84
279
1414.70
1.2
22.00
1423.23
36.63
1,428.73
5.50
12+49.71
2801415.35
1.2
34.00
1423.541
21.85
1429.04
5.50
10+55.93
YES
281
1415.56
1.2
34.00
1424.61
24.54
1430.11
5.50
11+43.85
282
1415.70
1.2
34.00
1425.33
26.34
1430.83
5.50
12+03.84
283
1415.85
1.2
34.00
1426.06
28.17
1431.56
5.50
12+63.85
2841415.89
1.2
34.00
1426.21
28.49
1431.71
5.50
12+83.85
285
1416.19
1.2
34.00
1425.70
25.96
1431.201
5.50
14+07.10
286
1416.24
1.2
34.00
1425.60
25.49
1431.10
5.50
14+28.13
287
1416.55
1.2
34.00
1424.96
22.53
1430.46
5.50
15+55.14
288
11416.60
1.2
34.00
424.85
22.03
1430.35
5.50
15 �-76.17
2891416.90
1.2
34.00
1424.21
19.08
1429.71
5.50
17*02.96
2901416.95
1.2
3'1.00
1424.111
18.61
1429.61
5.50
17+23.98
291
1417.10
1.2
35.22
1423.76
16.44
1429.26
5.50
17+92.85
2921417.88
1.2
33.7E
1423.58
14.17
1429.08
5.50
19+01.09
293
1418.77
1.2
34.00
1423.83
12.0E
1429.33
5.50
19+52.60
294
420.84
1.2
33.61
1424.44
7.59
1429.94
5.50
20+73.68
295
1420.95
1.2
31.1E
1424.551
8.23
1430.05
5.50
20+94.97
2961421.55
1.2
34.05
1425.13
7.43
1430.63
5.50
22+12.11
297
1421.65
1.2
36.81
0425.25
6.89
1430.75
5.50
22+33.06
298
1422.09
1.2
36.17
425.68
7.00
1431.18
5.50
23+21.69
2991422:9
1.2
38.18
1426.41
6.29
1431.91
5.50
24+65.94
3001423.3
1.2
73.18
1426.901
3.25
1432.40
5.50
25+39.59
3011423.4
1.2
70.39
1427.12
3.64
1432.62
5.50
25+48.05
302
1423.431
1.2
58.93
1427.12
4.37
1432.62
5.50
25+48.05
3031423.43
1.2
40.69
1426.97
6.05
1432.47
5.50
25+48.05
304
1423.43
1.2
32.87
1426.91
7.39
1432.41
5.50
25+48.05
3051423.33
1.2
22.12
P426.731
10.93
1432.23
5.50
25+33.22
3061422.64
1.2
22.92
11426.191
11.23
1431.69
5.50
24+22.91
:►07
11422.51
1.2
22.03
426.0
11.78
1431.57 5.50 24+00.10
COUNTY OF RIVERSIDE
TRANSPORTATION DnrARTNUT
APPROVED BY:
10 L
EX A.0T A 7-7 DATE:
-WILLQAN DATE:
LSD
���►© �. GO
No.33037
Exp.6/30/06 xt
CIvIL
LSE
5620 PWM ROAD
SAN DIEGO, CA 92110
619.291.0707
(FAX)619.291.4165
Sant Bleso
PREPARED UNDER T D R CTION OF:
DATE:
LATERAL TABLE
STATION 0 MAIN
14+65.59
14+74.73
13+67.05
13+77.05
14+96.90
15+04.62 _
15+92.86
11+92.52
11+83.02
10+69.23
10+61.53
10+03.42
9+86.97
9+80.99
9+83.98
10+64.46 _
10+72.16
11+97.74
12+08.36
13+07.17
19+27.00
20+21.27
20. il.27
21+58.27
21+68.27
22+71.86
12+12.94
11+31.70
11+22.55
9+84.55
10+07.33
11+07.06
16+36.31
15+37.96
14+73.17
14+63.17
13+60.25
11+49.56
10+55.23
10+48.09
9+78.28
9+76.16
9+89.95
10+37.61
_ 11+08.71
11+19.02
12+51.46
12+61.08
12+97.78
13+02.78
13+73.99
15+46.66
_ 16+52.01
16+62.29
17+97.80
18+08.08
19+37.93
19+44.97
20+72.98
20+82.98
22+95.87
22+05.45
21+95.45
20, 33.45
20+53.45
19+40.41
17+92.97
17+84.27
16+83.41
16+31.28
16+22.13
15+31.32
14+69.84
14+62.84
13+52.84
13+42.84
12+54.71
10+60.93
11+48.85
12+08.84
12+68.85
12+78.85
14+12.36
14+22.88
15+60.40
17+08.21
17+18.73
17+88.28
19+06.27
19+57.46
20+79.01
20+89.66
2 +22.64
22+31.86
23+25.95
24+75.98
25+46.22
25+52.02
25+55.11
25+49.13
25+43.32
25+28.10
24+19.72
24+09.43
D. G6QDARD JR. R.C.E.
GISTRATION EXPIRES 6-'
SEWER LATERAL TABLE
I WATER LATERAL TABLE
LOT
NO.
INV.EL
*WAIN
DROP
TO
MAIN
LENGTH
IN
FEET
INV.EL
dpL
SLOPE
x
TOP
CURB
EL
DEPTH
BELOW
T.CANPL
STATION
0 MAIN
BACKWATER
VALVE
REQUIRED
STATION 0 MAIN
3081422.12
1.2
19.95
1425.70
13.26
1431.20
5.50
23+25.52
23+30.95
3091421.54
1.2
22.36
1425.12
11.69
1430.62
5.50
22+09.15
22+04.39
310
1421.44
1.2
24.60
425.02
10.53
1430.52
5.50
21+90.16
21+94.90
311
1420.8
1-2
22.77
1424.45
11.5E
1429.95
5.50
20+76.65
20+68.80
312
1420.61
1.?
22.001424.35
12.71
1429.85
5.50
20+56.34
20+61.53
313
1418.63
1.2
22.26
1423.79
19.52
1429.29
5.50
19+43.55
19+48.58
314
1417.08
1.2
22.00
1423.84
27.79
1429.34
5.50
17+76.87
17+71.10
`5
1416.95
1.2
22.00
1424.12
29.87 '
429.62
5.50
17+20.44
17+15.67
316 11416.80
1.2
22.00
1424.42
32.08
4"9.92
5.50
16+61.51
16+56.74
317
1416.66
1.2
22.00
424.7' 34.28
1430.22
5.50
16+02.41
1 15+97.63
318
1416.62
1.2
22.00
1424.81
34.96
1430.31
5.50
15+83.32
15+88.09
319
1416.47
1.2
22.00
1425.11
37.18
1430.61
5.50
15+24.19
15+28.96
3201416.33
1.2
22.00
1425.41
39.39
1430.91
5.50
14+65.09
14+69.86
321
1416.20
1.2
22.00
425.68
41.39
1431.18
5.50
14+10.75
14+15.52
322
1415.97
1.2
22.00
1426.18
45.07
1431.68
5.50
13+12.80
1 13+08.04
323
1415.92
1.2
22.00
1426,23
45.53
11431.73
5.50
12+95.64
13+00.41
324
1415.78
1.2
22.00
1425.70
43.62
1431.20
5.50
12+34.20
13+39.20
325
1415.63
1.2
22.00
1424.97
40.69
1430.47
5.50
11+74.20
11+79.20
326
1416.75
1.2
24.62
1422.90
21.88
1428.40
5.50
18+92.97
18+97.89
3'7
11417.89
1.2
25.7E
1422.69
15.15
1428.19
5.50
19+38.80
19+33.88
328
1420.28
1.2
23.89
1423.34
8.50
1428.84
5.50
20+34.83
20+39.76
329
1422.941
1.2
34.00
425.22
3.39
1430.72
5.50
11+96.45
1 12+01.44
3301423.04
1.2
34.00
1425.32
3.37
1430.82
5.50
12+16.45
1 12+11.44
331
1423.35
1.2
34.00
1425.64
3.39
1431.14
5.50
12+76.95
12+71.94
33211423.65
1.2
40.59
1425.94
2.83
1431.44
5.50
13+32.95
13+37.94
333
11423.91
1.2
1 53.85
1426.26
2.22
1431.76
5.50
13+85.72
13+85.31
334
11423.91
1.2
149.53
1426.49
2.90
1431.99
5.50
13+85.72
9+84.82
335
11423.91
1.2
1.2
47.60
1426.49
3.03
11431.99
5.50
13+85.72
1 9+87.82
336
1423.91
1426.25
2.84
1431.75
5.50
13+85.72
1 13+80.72
3371423.84
1.2
39.62
1426.14
2.92
1431.64
5.50
13+70.72
13+75.72
3381423.37
1.2
22.00
1425.66
5.45
1431.16
5.50
12+79.95
1 12+84.95
339
1423.121
1.2
22.00
1425.401
5.40
1430.90
5.50
12+31.83
1
12+36.85
3401422.75
1.2
22.00
1425.03
5.39
1430.53
5.50
11+61.11
11+56.13
341
1422.65
1.2
22.00
1424.92
5.3E
1430.42
5.50
11+41.11
11+46.13
3421422.20
1.2
22.00
1424.46
5.32
1429.96
5.50
10+53.98
10+59.01
PC
Site
1415.63
1.2
53.00
1427.91
21.73
1433.41
5.50
33+11.78
31+20.00
RECLAIMED WATER METER TABLE
NUMBER
STATION
STREET NAME
WATER METER SIZE
1
34+92.00
ROCKPORT ROAD
2"
2
34+30.00
ROCKPORT ROAD
2"
3
27+20.00
ROCKPORT ROAD
1.5"
4
21+86.00
ROCKPORT ROAD
1.5"
5
10+96.00
DREXEL WAY
1"
6
29+64.00
LAGUNA VISTA DRIVE
1.511
7
33+95.00
LAGUNA VISTA DRIVE
2"
8
34+06.00
LAGUNA VISTA DRIVE
2"
9
12+10.00
TRES LAGOS DRIVE
2"
10
14+66.00
TRES LAGOS DRIVE
2"
11
26+90.00
TRES LAGOS DRIVE
1.5"
12
26+50.00
TRES LAGOS DRIVE
2"
13
35+80.00
TRES LAGOS DRIVE
2"
14
37+50.00
TRES LAGOS DRIVE
1.5"
15
10+91.00
LINDEN GATE LANE
1.5"
16
11+08.00
SKIPSTONE WAY
1.51'
BENCH MAR":
RIV. CO. B.M. M-14-63 IN THE TEE
INTERSECTM OF NE PORT RD.
RON
PIPE & TAG MARKED CST
CAP WELL MON.
1964 ELEV.= 14�5.301
SCALE:
H: V.
COUNTY OF RIVERSIDE
TRACT NO.30422-1
SCHEDULE "A"
SEWER, WATER & RECYCLED WATER
LATERAL TABLE
v�
�o
1.D. U-36/U-35 fn
O
S. A. 41/33 tt;
W. O. 10969
C. 0. 3 ,9
COORD j3-8-4'2:43
SHT. R OF ALI; W
Ra\tl_14590\ptwsa_t \sawer_woter\4590phi sw3. tlgn
\\srv_rlbt.\RtckStontlortls\lplotV70\Pen\00lcomp.pen
lu 1 1 ��. ■r - --
o I,,
I'- z
� a
CP�r3
U
to UJI
�' Pr1 Z O Ica n in It N Q LD � O m N� U Z �'
w OOW CidJ� fl-tCr � fDd JI W a wc�1 ;�NO�
FUTURE 3 �, ul W 0 ��o cM
N Uj wi �, U,nr �� �W ��a NooO ? ? ��--NT •��X 18"CML8rW8�CMCCL-150
COMMERCIAL I AL S ! TE m0 Wm m 00Qa = W ZUU - ��i, Nw
Uj PER T R 3 U 4 2 2 -1 ; �, N NM � W 5 `" ` U r °G'1' W to Z ati •- Q_- REC. WTR 6 S OF f L
�I I00
FEE�6,
O N = a Q N �a`o Q �p Q77, z� W flc � yj" a- ' 0 oa'r �j Co a0 WITH TELEMETRY CABLE
0
N m N� oc Uo-�i��voi ,n`�.;� t'a �►-+--oo� + + Q00Ca AND LOCATOR WIRE
" or V)� 4+ � 2 ;_ _ Z o N SEE WATER NOTES FOR
o� �� 3 4 owm ,,� ins
EXIST NG 16" ACP-CL-150 31' W OF CL 4 O � H o 0 �, LA � � nl w"' `� o v a° - �° CO STEEL PIPE, ON SHEET 45
PER D- 707, W-4-15499, PM N 1838 8 155'1 Q i w o I V' C•905 CL-235 c x <r �. °�° °�° o, X o o *- Q -
,nmc� .o
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
iQ
N89' 13' 41 " W
199. 94'
A=1 1 ' 1 1 ' 23"
900. 00'
175. 77'
t
0= 8' 39' 51 "
1000. 00,
151. 22'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N89- 13' 51 "W
231 . 03'
2
A=11' 1 1' 08"
921. 00'
179. 80'
3
A= 3- 41 ' 39"
979. 00'
63. 12'
4
A= 4' 39' 46"
979. 00'
84.90
EXIST GAS ;'12' rn REC. WTR 8' S OF CL ' o �`' N N r a�+ + �- : ao m I- "
EXIST TELEPH ENIP Q + w o + 24" CML&W&CMC 18 C-905 CL-235 I
w haw �� WITH TELEMETRY CABLE +�.Qoogrm�`CNNm REC. WTRS'SOFCL
z , CL.150,.21' 8 OF CL AND LOCATOR WIRE �Nm
FUTURE 2' v AND
8"PVC SERVICE B 1 "OTHER C co Wi � TELEMETRY CABLE RAW W L!'! WITH TELEMETRY CABLE
PROPOSED
CL-150 7 w \ ANn LOCATOR WIRE ` _ Z M is AND LOCATOR WIRE
C-900RECYCLED WTR (� 1q- `� LU
PER EMWD WG -11435 I I o i
TIE-IN TO FLG'D �I , z °' -- _ - J W
__- - 18" RCP 15 = N =
c� - 14 3 3 F0- + 05
10+00.00 CL ROCKPORT RD=
Li
RECYCLED WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N89' 13' 41 "W
109.941
2
A=11 ' 11 ' 23"
906. 00'
176. 94'
3
A= 3' 39' 51 "
994. 00'
150. 31 '
54+19.18 CL MEN#FEE ROAD
/ 4 a r
W
-�
1+ R P T ( ��ia
12 1354+13.18 CL ME �E OAp 2q" RCP
18"x8"x18" FLG'D TEE 2
18" FxH RSGV (E) I �3 ,td" FxH ADAPT, 18 BLIt+D Fi.ANGE (S) - P
8" FxH RSGV. 8" RLIND FLANGE (NI 1 2 ( 1 +1
3.00
SEE SHEET 1, NOTE 0
9+6 0 R CKP T R 31, — 18" FxH PVC -STEEL
53+98.15* LT NIFEEn RD I I / _ _ _ .__ 93
ADAPTOR
HOT TAP EXISTING 16 W/L WITH 24_ U U o Woc U U �pao "
16'xIrv" TAPPING SLEEJE 3 4 g R/W m x�'a� W. ;�M N 1�3401
WITH 16 FXF RSGV BY EMWD I I I o ~ °" a
AT DEVELOPERS EXPENSE. INSTALL { o �' "-'� `� �' M �N °D Q ©�+
1 CORP STOP & WELD ALL JOINTS f l o rn 2 �- a.
AS REOUIRED. °:i. 76' �, +1 + �, �' Nr Ow CL-150, 21 Of CL
C-905, CL-235 1� �o r 14 3 4 0 6 2 1 ) CC ao = $ +� 1� WITH TELEMETRY CABLE
RECYCLED WTR 1 38 55 1 g J o 3 z tn W °', Go, oc o AND LOCATOR WIRE
EMWD WO #FLG D TEE N 1 q 3 q o 3 �; - , fn - SEE N� o
TIE-IN TO ENIFEE ROAD ``°° 8.. N `io0 `Q
WATER/SEWER/RECYCLED WATER APPROVED BY: 13+80.00 CTS v to►- co N
q 1 q 3. � a 3 PER B-662 +`� oo� � �.� o
DIG 1 .[�.RT EASTERN MUNICIPAL WWATER DISTRICT °' o FOR DETAILS QM�� 2 2 ?,-� L)
,M f o SEE SHEET 45 14+03, 1 q 3 3.9 o N
PER B-662 rn 3
CALL CIVIL ENGINEER OF SUBu:VISIUNS DATE PLAN: � ,�, 'r ROAD
FOR DETAILS ® cr U
BEFORE INI IAL DATE 40 20 0 40 80 120 SEE SHEET 45 Q vm► Qx��
YOU DIG! PROJEC END. `
NOTE: STORM DRAIN INFi, �' ap flO
_ FOR ST
1-800-227-2600 APPROVALS INSPECTION - REFER TO "STORM DRAIN GRAPHIC SCALE 1%- 40" �" ~°-
UNDERGROUND SERVICE ALERT WTR. OPERATIONS — _ PLANS FOR TR 30422-1 00
Cal at least 2 working days prior to excavating. SWR. OPERATIONS
��co~
0 SUPER FH PER B 5/6 SEAL -COUNTY COUNTY OF RIVERSIDE EAL-ENGINEER 562©FRIARS ROAD BENCH MARK: I•P•04024�i I.D. U-36/U-35
NOTE: 4/0f> REC Cf,> N&C FN PfR B-366 T --�, TRl1Mi�0RTAT10M DEPART #�iT SA DIEGO,CA92110 COUNTY OF RIVERSIDE
619.291.0707 S. A. 41/33
WORK CONTAINED WITHIN THESE PLANS SHALL ," �S/ (FAX)619.291.4165 RIV. CO. C.M. M-i4-63 IN THE TEE
ppipFESS1� APPROVED BY: rickety ineering.com
NOT COMMENCE UNTIL AN E i ACHMENT A o A. o �"K GOI�p Y INTERSECTION R D. A 1'v �. W. 0. 10969
PERMIT AND/OR GRI iiPtG PERMIT HAS BEEN — y ��, r C. �� Q• 4,p An go IEfvenide 1iCtlNt ento Orange Phoenix Tucson PIPET &� MARKED COUNTY N TRACT NO. 30422
-1
ISSUED, y "'' CAP WELL MOK SCHEDULE "A" C.0.6(�i
,�• 3Z, l L c PREPARED UNDER THE D CTIOI F: SEWER, WATER & RECYCLED WATER COORD_�
THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 [ 0 6 No.33037 41984 ELEV.= 1425.301
RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE KHAL A. OT MA DATE: it Exp.6/30/06 >� PLAN AND PROFILE
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK .!'l, CIVIL SHT. L� OF 4
T ROAD
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY _ J0, D. GODDARD JR. R. 37
APPROVAL OR DURING CONSTRUCTH14,THE PRIVATE ENGINEER R-V'FTONS COUNTY �''9rF I� \� `� ��- ��; faG ' .� SCALE: ROCKPOR
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING � ���.� DATE: � REGISTRY TION EXPIRES 6-30-06
_ 1"=40' Ve 1"=4' D-
ACCEPTABLE SOLUTION AND REVISING THE PLANS CHECKED BY: JDG RECOMMENDED-WILLDAN DATE: H
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD
JN 14M-A
�I
R,\4-14590\pho@e_t\sewer-water\4590phIsw4.dgn
�,F a c� tminr s t l�tYi(i\Fen �aleomp.Pen
,l
O
O
mc
Rt \d-14590\phgse_I\ sewer_wgter\4590ph 1 sw5. d9n _
1,-h<� 1� IPtntNt��Par' alc<;rnp. pan
U
ROC K P RT RD , „ _ 21 22
1z RE0 wT----�I
S ALL JOINTS S1�ALL B. FULL W LD DOUi1l E ASS
23� 24 25
EXIS- G.
0=CL
u
it"Af
t-
CC N '
..:...::._:
...: :......:.. :� .......:: �:...........
...... ....:.:.:.
. t/3
+�
... o ... .
N ~ r CJ-
coo
I
26 27
o�:vi O�;co
4 . ..- N: N
� '` 9115- \'00
gig ,/,/X CXc if weCl1/L�?'
N
\\ RCP I %� -1- 3 N w 0 t-
�� N X 4
�\ q,,, CC ivy c�22�a tl
�,,, 359lamRT
O ��� z �' o
\10, .�"''ti r - N !- Z F- V X F- N a
352 3409.94 R RD ir; 0
"�� h + 7.06 LRGUNA rIS R D. 0 3 v X c0 �, n x= w> N d Q
/•5' ' „126' 15' 8"fLG'D 514EDUTLET <t L)00 ow �+ �+ .NCO o ; v `� o} m �,n Q wu;
I,I ,�i 8"FYH RSW (S) .J `:� XN� SEE SMEET 43 cn" a-`� w�r w E U T U RF o m Q �M N
'I !„4/ FUTURE ``' - N Ot M� c.i- oo V� ��I- L.1 �� ►- X3 NN T�.
D O = + _ i- i1 � z Q F- w
w GO'wr� , , LACUNA VI VA NN-mmil.�,Q� MULTI-FAI��I�Y SIT � 0� �
Jill
��- rWT&0-wD CL:1-fo Z-- += I- a. ��c c0 .- I ►-3 0� 0 O 3 N
- COMMERCIAL SITE xZ cvamoa -� ow > J o_X Nw •0C �--� �� 8"SEWER
L. I 5 w V)� 0� w 3 4 6 a- w w o z�C'40- Jj0W0 3
I'i 5 34�J O> `�°x= ��I ! Z I c> -cntr oa o xXWr- oW M� xWVYxw F--- 6 NOFCL
iu 0 tDo_ - Q I :� In (DX"CCocorn O= V'1 U{yiJ�^ Om O-�c>,9Q> 3W
3 24" CMLP:W&CMC q� x o>> N -j U _ a= w Sri x OX F- j_UjMwr Uw w
I Iii n �tXi NNOO (., I j 'FTC �NF--n +� O U {;x � C"
1 S C-905 CL-02 +_ N CO m t- ) I ++ n 0000 , 1 F tee r- a- tr Q, m rn _ N x = O N oo
25 � REC. WTR 6' S OF CL N °° i t N w N.- m t- N .- CL-150, 2 S 0 CL o o x o a boo W °,-° �. N� x x X+ 1- a
Q W I I WITH TELEMETRY CABLE Q ,,�,o x N r- cr ,� x= = z_(.0 oF-
o\f-2 4 RCP 4.. N w +_ F- a. + -N m i-
R/W WITH TELEMETRY CABLE / AND LOCATOR WIRE 4 c+c ± k k � + �°r° c° 000 ttD,-1 _-000 °0
III I AND LOCATOR WIRE N � •- �- Q N N.+- ) 0
ui _ �
�+ AIsaaa
N
_ �r __ ,ice - ' v N i
ao
III �••� W + 11`10w o0 24 RCP M
ill J Q N' ,�•�
0 - 21 18" RCP 00
_ 1 �° 2 30" RCP 23- c 1 _
, -- - 1 - �4" RI P-r.,�\� 24 - 25 �c► 1�
26 2 N
04 III <L 25D - - z �n GoQ
` /
RCP \,,3 "�-18" RCP m N' ti 3 Q
' W .1 , 4
ill li+ � I \\\ n '/ - C 'h - -) 2 •
Ro
1
I++ ul 6"FH PER STD.77
�
\„ d i,�i Q
in DIYG 8-362 (i - v C1
�C m� 352 R/W In in 255
1n
;I n N „', 3 5 9 N °0 o 14 3 6.2
07 14MIRN PER 1 0 2 In W Q „ 1, 2 o 2 5 2 m 03 15 2 7' - 27' 15' 2 5 4 W 3 �
4 .� $rD. 204 1 01 tn� z3�� „ �� Oz~n3 2 5 3 o 0
1434.4 c�NJ� 5R;r0 ,� ao F-r, N v 1434.4 42' N
1434.8 o w a w .� I Cr N LAGUNAI�+tV` VIA I f1 _ tc `r a0 1435.8 w
f FH �iii ,c, wi--w on _ - m .v `oJ �N 1434.7 rn n w o 0
9f74- �mCC 24� ij= N�Omv wN �+`N +- �-� DREr�EL WAY
N cN
,+ 111- 0300 -Z-C4 - ct + + N
i°ARt9TUS CD :r N o V N T 2 51 00 o w w `r w� w w w
,u} /43 N- I- cr N� mE- � V) Uj Uj
�l;i 'tcv +mew +xt--a 3 oN`r �,w coot- 1434 4 N N w^f�T L N
wow N- 00 o i ^� THIS SHEET "O� a �� N_ a_
O- w 0 N w- m ►- o o� x>. 18 CML&W&CK CL-150 N w Q
• _ _ _ • N Q 1 r C-905 CL-235 Ir N o w � tic cr
1 , N M Z N- 0_ O z 0 N N RgC. WTR 6, S OF CL N vim- o I w a Q
!- GO X _ O
WATER/SEWER/RECYCLED WATER APPROVED BY: ov REC. VS �m0 � 0�
DIG ALEPT E STERN MUNICIPAL WATER DISTRICT = �NM� +�roo WITH TELEMETRY CABLE l'-m +w_ +Q +Q
Q w + _ �_ n- o Q `" w N ca i•- AND LOCATOR WIRE WITH TELEMETRY CABLE ,� w o 1. %
TN 1 0 3 a N000 �-��� „ND LOCATOR WIRE ; . Q,cn Nd.L_ NN NN
NMcaIh_ 23+09.S4 ROCK RT R SEE WATER NOTES FOR
VIN!A J. OL 1434.5 + U. Lq tD p u + L RWtYR Yl R DR STEEL PIPE, ON SHEET 45 `f �100
cry • _j x 8" FL CI1D S1DE BUT L E +aCA(2u LL CIVIL ENGINEER OF SUBDIVISIONS A E �' i` i+-�+ �r� XH l �Y f • 0O
BEFORE + + .. PLAN • ROCKP T ROAD N CO
YOU DIG! INITIAL UATE h 40 20 0 40 80 120
PRO, Nc. NOTE: FOR STORM 5RAIN INFO
1400-227-26N APPROVALS INSI-ECTION - REFER TC "S i ORM DRAIN
UNDERGROUND SERVICE ALERT WTR. OPERATIONS - PLANS"FOR TR 30422-1 GRAPHIC SCALE `i"= 40'
Cal at least 2 workkV days prior to excavatkii% SWR.OPFf,kTIONS -
NOTE: 4109 REC / ADD FIRE HYDRANTS CHRN(E FH PER E-356 TO SUPER FH PER B S/6 SEAL -COUNTY COUNTY �)F RIVERSIDE SEAL -ENGINEER 5620FKAMRCAD RBENCH MARK:
FORK CONTAINED WITHIN THESE PLANS SHALL 19 D� t'WTR /N LfIGUNR. V1STR DR. snN��€zi�o
QIp�yFESSIpIy, TRANSPORTATION ©EPART�IT LESS/ F10707
Ax)6� 291 a16s RIV. CO. B.M. M-14-63 IN THE TEE
RINGNOT COMMENCE UNTIL AN ENSROACHMENT APPROVED B Y: Q
AND/OR GRADING PENT HAS BEEN Q A. 0 � GODQ ANI' r _ken ineerin .com INTERSECTIC., OF WPORT RD.
PERMIT AND '� �,F. r. �:� Cj• �'A San ago riverside erarr►anto range Phoenix Tucson & LINDENKRCER RD. A 1 IRON
ISSUED. - _ No. 33950 O s a O CAP WELPIPE & L
MON..RICEO COUNTY IN
THE PRIVATE ENGINEER SIGNING THESE PLANS IS tly � PREPARED UNDER THE DI . CTIO OF:
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 S- , S/ W ? N0.33037
1984 ELEV.= 1425.301
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHA A. 0 M DATE: * Exp.6/30✓06
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE r � CIVI4 ��1 J'� CIVIL �!
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS 0UNTY 4T CALF fi / ,,, ' , • J . GODDA'-) ,)R. R.C.E. 037 SCALE:
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR FI �" S 1 oS / O ( �F �r• �`'
O ���.�� DATE: R ISTRATIO14 EXPIRES 6-30-06 1"-40' 1"=4'
APPROVAL BY THE COUNTY. DESIGNED BY: CP . DRAWN BY: MRD CI'"CKED BY:.DG RECOMMENDED-WILLDP.IJ DATE: He - V:
R.\d-14590\phase-1\sewer-water\4590phlsw6.dgn
\\6rv..r IbI\R lckstomiords\IpIQty l0\Pen\co Icomp. Den -
JI
S<RL . NORM. 1'--40' VE ;-
17 ,�� .�� ..,.18
19
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
�1
N89' 13' 57" W
576. 47'
U2
A= 12' 35' 35"
850. 00'
186. 82'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
I
NC9' 13' 57" W
242. 83'
2
r'89' 13' 57" W
333. 64'
3
A=1' 19' 39"
871. 00'
20. 18'
4
A=11 15 56"
871.00
171. 26
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A= 9. 2' 47"
844. 00'
133. 26'
RECYCLED WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
121
N89' 13' 57"W
576. 47'
A= 12' 35' 35"
856. 00'
1 1 88. 14'
WArER D RrR
1Y0.
DE L TR DR BRG.
RAV111S
L EX9TH
RE/YIARKS
N 004,C'I9"E
274. fl Z'
I.P.
COUNTY OF RIVERSIDE
TRACT NO.30422-1
SCHEDULE "A"
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
ROCKPORT ROAD
N01
0
I. D. U-36/U-35
S. A. 41/33
F-mi
W. O. 10969
C. o.
COORD _D- .4
SHT. OF
6 459"AA
�
O
JIN 14590-A
R,\d_14590\phase_t\sewer_woter\4590ph':w7.dgn
\\sr—r161\RtckStondcrds\l plotVto\Pen\ccloomp.pen
M
2?+99.55
36" SD X.NG 12" REC WTRI
BOT 36" SD 1422.98
TOP 12" REC WTR 1419.24
12" CML&W&CMC CL-150
REC. WTR 18' N OF CL
WITH TELEMETRY CABLE
AND LOCATOR WIRE
SEE WATER NOTES FOR
STEEL PIPE, ON SHEET 45
22+9 .73
36" SO XING 27" WTR
CG 12" PVC C-900
CL-150 RECYCLED WTR
24
23+17.00
12" FxH PVC -STEEL
ADAPTOR
23+27.42 BC
3+25.17 TRES LAGOS DR
/ 28+26.06 LAGUNA VISTA. DR
CL MH NO. 4 (SB-53, D=60")
23+31.93 TRES LAGOS DR
28+14.06 LAGUNA VISTA DR
12"x12"x8" FLG'D TEE
12" FxH RSGV (E)
25
12x C-900 CL-150 In o SD
BOT 36"
27" SWR144 49 0 NA
VISTA 12" FxH ADAPTS (W)
REC. WTR 18' N OF CL lin � DRIVE 8" FxH RSGV (S)
WITH TELEMETRY CABLE ,�, a- 1 1 9 'I 1 7 1 1 6 S XING 1" REC WTR
AND LOCATOR WIRE 121 0 1 2 O ,� 1434.5 1 1 a 1434.3 1434.4 BOT 36" SO 142222.64
1 2 3 1 2 2 143 .8 '*x 1434.3 ~� �1434°5 a 3 5 2 :: VARIES TOP 12 REC WTR 1420.76
1432.8 �� C� 2r VCP SEWER ;;; 23+6 .14 1_" C-900 CL-150
1433.3 > T4 Cl._1 22+79.00 6" SO XING 27" WTR
+ + a 6' N C' Cl '?/W t FxH ,� REC. WTR 18' N OF CL
m, 23 S OF CL 3 5 9 BOT 36 SD 1422.53
WITH T�IWETi?II1(C LE' PVC -STEEL ; TOP 27" SWR 1414.76 WITH TELEMETRY CABLE
Qr ADAPTOR' AND LOCATOR WIRE
o - PER D 30360
00
Ulf
1 O M co ar 3 T
i Ln 2 36" RCP
f• - - - -
1 2 } I I
W
13
o c14 36 RCP z r -
in rh�36" RCPME vm
III (j W
u„1 II
W �..
- � � � 2 +7 6" BO PER.. -271 Qca
37 2+44. 6" FH PER 3 5 7 _ 3 7 O 6Y 0 HERS)
B- 356 (, Y OTHERS) + 1
v z Q +60f,0024" ' WAY $n C WTR XING 27" SWR '
1 o N. (BY OTHERS) I BOT 8" REC WTR 1420.09
�I,. 13 3 3 /C-1
J 2 "rA TOP 27" SWR 1414.67
13 5 LACUNA W
1 3 � � rNQ 1 3 c 14'0.3 143G.5 (1430.8431.2 DRIVE 36u 74XING 8" REC WTR
Q� cn 1429.9 '''s + C T G R= BOT 36" WTR 1422.82
C141429.1�
@` `4 OZ in 28+3 .06 CL LAGUNA VISTA DR SEE HE O. TOP 8" REC WTR 1418.40
�'�''EO`�'++�3�r. + 22+ 1 66 TRES LAGS DR 2 + 6
WATER/SEWERIRECYCLED W TER APPROVED BY: k3Wq� F-a� cnn 28+56.83 LACUNA VISTA DR
N.. 12' 12' -LG'D SIDE OUTLET(S) BOT 36" WTR 142'2 8R
DIG ALE111T EASTERN MUNICIPAL DATER DISTRICT ta�� o �,�= 3s"'Rscv FXF (W) TOP 10" SWR 1414.6522.8
TM t. qW OL,m�p 12"RSGV FXH (S) 23+26.
VL;!� J..�,,,,,Io D W a„ + N U r (BY OTHERS) (BY OTHERS)
0 24" MANWAY
QQ r�-
CIVIL ENGINEER OF SUBDIVISIONS DATE Q A t- 9 mQ W Q co
BEFORE Q \04� PLAN: TRES LAGOSDRIVE 36+S XING 36" WTR
YOU DIG! INITIAL DATE
PROJECT ENG. NOTL: " OR S TORN( DRAIN INFO 4u 2L u 40 80 120 BOT 36" SD 1422.86
1400-227-2600 APPROVALS INSPECTION - REFER TO 'STORM DRAIN TOP 36" WTR 1421.48
UNDERGROUND SERVICE ALERT WTR. OPERATIONS - PLANS" FOR TR 30422-1 GRAPHC ",CALE 1"= 40"
Cap at least 2 working days prior to excavating. SWR. OPERATIONS -
SEAL -COUNTY CCUNTY OF RIVERSIDE SEAL- N IN S620FRIARS ROAD BENCH MARKS
NOTE: iO6 E'c
SAN DfEGO, CA 92110
WORK CONTAIN£0 WITHIN THESE PLANS SHALLFEssI TRI�NORTATiQ�'�PARTNT ESS> 619.29,.0707
NOT COMMENCE UNTIL AN ENCROACHMENT AP -ROVED B ° (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
'9( ply NOTrickengineerin .com INTERSECTIONOF NEM►F'ORT RD.
PERMIT AND/OR GRADING PERMIT HAS BEEN A. 0), � �. C QDp San ego rover - 'o range Phoenix Tucson & LMNBERGER RD. A t"IRON
ISSUED. - PIPE & TAG MARKED COMITY IN
h 2� �" CAP WELL MON.
THE PRIVATE ENGINEER SIGNING HESE PLANSIS
'� No. 33950 = �' �1� o PREPARED UNDER THE D CTION OF°
FOR ASSURING THE ACCURACY S Exp.6-30-06 No.33a37 ° 1984 ELEY.= 1425.301
RESPONSIBLE 0
DESIGN AND ACCEPTABILITY OF HE WORK HEREON. DATE BY MARK APPR. DATE . KHA' A. OT AN A * Exp.6�3E1/OF
IN THE EVENT OF DISCREPANCIE ARISING AFTER COUNTY - - J' CIVIL !
APPROVAL OR DURING CONSTRUC ION, THE PRIVATE AN ENGINEER REVT.SIONS COUNTY �T�TF CIVI � \P S /of !0 1. �' J D. �ODDARD JR. R.C.. 3 0 7 SCALE -
ENGINEER SHALL BE RESPONSIBL FOR DETE OF CAL ^" ( OF C�L�� DATE: Z � �� REGISTRATION EXPIRES 6-3 06
ACCEPTABLE SOLUTION AND REVI ING THE PLANS FOR DESIGNED BY: CPE DRAWN Bl: MRD CHECKED BY: JDG RECOMMENDED-WLLLDA?4 DATE: 1 -40' V: 1 -4
APPROVAL BY THE COUNTY. H•
R°\d_14590\phase-1\sewer-water\4590phisw8.dgn
\\srv_r ID1\Rlckstandards\lplotVIO\Pen\colcoMP.Pen
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
(:ID
p= 5' 47' 04"
1400. 00'
141. 34'
Q
N84- 43' 50" W
436. 03'
A= 7' 3' 53"
1400. 00'
1 172. 62'
RECYCLED WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
& 5' 47' 04"
1418. 00'
143. 16'
2
N84' 43' 50" W
436. 03'
3
A= 7' 03' 53"
1418. 00'
174.841
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A= 5' 47' 04"
1406. 00'
141. 95'
2
N84' 43' 50''W
433.791
3
A= 7' 09' 22"
1406. 00'
175. 61 ' T-
I.P.
COUNTY OF RIVERSIDE
TRACT NO.30422-1
SCHEDULE "A"
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
TRES LAGOS DRIVE
04
I
C5
I.D. U-36/U-35
0
S. A. 41/33
W. 0. 10969
C. 0. �c✓.i
COORD jj-8-j1:j15
SHT. - OF 45
JN 1459D=A
DIG LERT
CALL
BEFORE
YOU M.
1-800-2 7-2600
UNDERGROUND SERVICE ALERT
Col at but 2 workkV d s prior to exouvetbg-
25
WITH TELEMETRY CABLE
AND LOCATOR WIRE
7�71Q i
WATER/SEWER/RECYCLED WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
V.*..** ) - &Sn6 Lo shlo�
CIVIL ENGINEER OF SUBDIVISIONS bAlt
INITIAL
PROJECT ENG.
APPROVALS INSPECTION
WTR. OPERATIONS
SWR.OPERATIONS I-
�D6 REC l H0D FIRE H YD)?Nff
WORK CONTAIIED WITHI
NOT COMMENCE tNVTIL
PERMIT AND/oft GRADY
ISsD.
THESE PLANS 51WL
ENCROACHMENT
0 PERMIT HAS BEEN
THE PRIVATE ENGINEER SIGN'
RESPONSIBLE FOR ASSURING
DESIGN AND ACCEPTABILITY
IN THE EVENT OF DISCREPOCIES
APPROVAL OR DURING CONSTRUCTION.
ENGINEER SHALL BE RESPONSIBLE
ACCEPTABLE SOLUTION AND
APPROVAL BY THE COUNTY.
THESE PLANS IS
THE ACCURACY OF
OF THE WOW HEREON.
ARISING AFTER COUNTY
THE PRIVATE
FOR DETERMINING AN
REVISING THE PLAITS FOR
DATE
BY
IMARK
ENGINEER
DESIGNED BY: CPE
DAT
K�
PER B-662 WITH 2-48•
SACRIFICIAL NODES
(BY OTHERS)
REVISIONS
DRAWN BY: MRD
CHECKED BY:JDG
r-W =
APPR. DATE
COUNTY
27
WITH TELEMETRY
CG i 2" PVC C-900
•150 RECYCLED WTR
::
BOT 36" SD 4422.30
TOP 121, REC WTR 1418.16
SO 1421.78
WTR 1420.25
1
BOT 36" SO 1421.60
TOP 27" SWR 1415.29
CG 12" CWAW&CMC
CL-150 RECYCLED WTR
S
1
BOT " SO 1421.63
TOP 12" REC WTR 1418.16
29+25.57
/3
XiG 12" REC WTI
BOT 36" SD 1422.34
TOP 12" REC WTR 1418.15
BOT 12" REC WTR 1418.44
TOP 12" SWR 1415.20
29+ T S LACQS DR=
10+ �fi WAY
8" FLG'D SE}E OUTLET (N)
ea" r_ .t l Mr-^llt /\3\
CG 12" PVC C-900
CL-150 RECYCLED WTR
I' In,,,:.•I, --CAS
WITH TELEMETRY CABLE
AND LOCATOR WIRE
32
if6
W CLI&S (?F CL
Wil'H T�L�MEfiM �C
PER D-30361
EAL-COUNTY COUNTY OF RIVERSIDE - SOW
P FA OW 19JG BENCH MARK:
SAN TRANOPOIRTATION MIPARTIMNT ESS/ 615.211.0707
APPROVED BY: ``- tf�ktcx,18.291.4165 RIV. CO. B.M. M-14-103 IN T TEE
L� rick.n a�rta .com mTERftECTILII�1 OF llilEBP'flIRT On
A. 0�,
h
Na 3315lM) _
Exp.6-30-06
F
ALEVA. 0
7 ( /6-- IF. C -►..-
RECOMMENDED-WILLVi
G ODfl „e,,,, A UNDEIN994GER RID. A 1' IFiON
a. 4'P i PIPE & TAG M AMED COUNTY IN
4
// c- PREPARED UNDER THE DI E TION Or: CIS ALL MI©N.
b No.33037 (�, f9N ELEV.= 1425.301
DA E: > Exp.6/30/96
tr MAL �!
% j J . G . ARD J R.C.E. O3 SCALE:
J/6s ` 6 V ' c DATE:v GISTRATION EXPIRES 6-30-06
DATE.
CENTERUNE DATA
NO.
DELTA OR B.
RADIS
LENGTH
REMARKS
0
p= 28- 38' 51 "
1400. 00'
700. 00'
WATER DATA
DELTA OR BRG.
RA IS
LE GTH
REMARKS
ENO.
0=16. 39' 41 "
1375. 00'
569.391
2
0=1 1' 59' 10"
1375.00'
405. 63'
RECYCLED WATER DATA
No
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A= 28' 38' 51 "
1418. 00'
708. 99'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
& 4' 49' 33"
1406. 00'
1 1 8. 42'
2
A= 12' 50' 16"
1406. 00'
315. 03'
3
A=10' 59' 02"
11406. 00'
1 2,69. 53'
COUNTY OF RIVERSIDE
TRACT NO.30422-1
SCHIEM, LE "A'
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
TRES LACOS DRIVE
0
F;te
o
• 040242
I . D. U-36/U-35
S. A. 41/33
W.O. 10969
C. 0.
COORD3--:5
SHT. 9 OF 45
D_�"'
JN 1-A
R+\d-14590\phase-l\sewar_wotar\459 phlsw9. dqn
\\srv_ribl\RickStandords\1p1otV10\ en\catcomp.pen
06-tMR-2006 08.15
4
R-\d_14590\phose_t\sewer water\4590ph-iswi0.dgn
�!^i'€?!,-kStr7nr�;�rd@�!r,.I gtViO�,Ppn�e^�Inann. den
SEE 'WATER NOTES FOR
U - LOJ ON SHEET 45
z N -4z STEEL PIPE",ON
Cr w - N r = J 8" CML&W&Cm CL-200
wF.oW Yo oaory ►-,�, 12.5'SOFCL
UJ= Y3:Goa-- C)Qn= 3 <ZD_
J V) � Z
8 SEWER N W co N m N Z Z 1 +71.00 GOOSENECK TR(E)
T/d►TTERSAIL WAY VARIES FROM CL o o �, LIND "N c' rn_00 wam 8" PVC -STEEL ADAPTOR
Ln 3 GATE LN o+3 = 00 a 0, 8 SEWER
SEE SHEET 16 FROM MH 9 Y �. V)
M�►TC H LI N E 13 + �.40 TU MH 27 coo �, ti ; _ ,- M m F- «� Z 6' N OF CL 8" PVC C4900 CL-20
_ SHEET 17
3 � im + . = 1 L.5' S OF CL
04.000 r. � ,.,., 1 aci
+ - oa III i dCox ,
6 PP 1433.4 . aomE-
-
PR +
56
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
N7' 13' 48" W
10. 27'
O
A= 87. 47' 08"
53. 00'
81. 20'
(
N84' 59' 04" E
101.661
-0= 7. 18' 43"
300. 00'
38. 29'
(3D
A= 9' 42' 54"
1584. 00'
268. 58'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N7' 1 3' 49" W
53. 80'
2
N52' 13' 48"W
26. 54'
3
NC4. 59' 04" E
145. 33'
4
G= 6. 37' 20"
500. 00'
57. 79'
5
A= 6' 55' 22"
1571. 50'
247. 55,
80 SEWER 1433.5 \ 1431,9 � 1431,7 1432.1 �;
III I
AR1ES FROM CL � � � R/W
FROM MH 27 N
I I,M
+ r
TO MH 26 14 3 3.4 ' 00 22
CM CO
1 + 11 (13.72 T) > co coJU
TATTERSAIL WAY 2 _ _ _ _ _ _ _ _ r
CL MH NO. 27 (SB-56)A�'(� Z1 3 ao 4 ____________Lij
Afl 61
5 -
3 � -
l2
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N4' 21' 55"W
55.47'
2
A=10. 24' 46"
1453. 05'
264.. 07'
3
A= 6' 55' 22"
1590. 00'
192. 11'
o W „ �
BW PR
BW PR I
r ULi VARI S;
���pN 4 PR PR 1431.5 1 26
x 1 33 3.1 3 2 J � 14 31.4 1 2 5 12412
S� Cl 432.1 Q[a w>^� „ - Jw �431.8 1432.3
0 0� I 1432.4 I XJ Q:_a 0 0
GA • VASES FROM CL
Cr o U LIN )EN w Q
FROM 10+19.90 � z o Uj C3a- Q�TE L w U a
Uj TO 12+89.46a NaNZWaSHEET 170 mo ��o
N N� �'W 8'Z C>.�G�Q z U-) W W_NN
WATER/SEWER/RECYCLED WATER APPROVED BY: o V N 0 Uj 0:1 `'' V) Cn Q N oo w� g o
DIG ALERT EASTERN MUNICIPAL. WATER DISTRICT "WM ou �r 0 �& J �"o�
J J Z
TM V/ ///f - Q. m • > ram- LL U_ LA_ LL � X �. Vi V � ?C
Lji
Lo
CALL. CIVIL ENGINEER OF SUBDIVISIONS DATE I o=; `� °0 ©~ m o f- rZ `-� • v iG OO
BEFORE INITIAL DATE NOTE: FOR STORM DRAIN INFO E(f E T'C A t1m E T ,, o °D m a + °+° QM m t-
YUtI D�! REFER TO "STORM DRAIN
PLAN: GOO _ _ o
PROJECT ENG. PLANS" FOR TR 30422-1 40 20 0 40 80 120
1400--227-2 APPROVALS INSPECTION _
UNDERGROUND SERVICE ALEWTR.OPERATIONS -
Cal at boat 2 working days prior to excavotft, SWR. OPERATIONS GRAPI�NC SCALE 1"= 40'
RT
- SEAL -COUNTY COUNTY 07 RIVERSIDE SEAL -ENGINEER s�aaDIEGO,Co9 I P ©4024�
DOTE: $r►Nw€co,cn�2��o BENCH MARK: .. i. D. U-36✓U-3s
I` COUNTY OF RIVERSIDE
__ TRA�tt�'I�TATIt�N a1EPART�#NT �-� 6,9.z9,.o�0�
WORK CONTAINED WITHIN THESE PLANS SHALL �fESSIp�,, ESSi S. A.. 41/33
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: Q (FAx►619.291.4165 RNV. CO. B.M. M Of N IN THE TEE
PERMIT AND/OR GRADING PERMIT HAS BEEN yt$``9 �p A. pT EG�� �� o�GO"'YYY rick°e^••�� °m INTERgECtION OF NEIW�ORT RD.
ISSUED. - �,�. Tom. & LININiEEt IUD. a 1p IF4flN TRACT N 0. 3 0 4 2 2 -1 W. o. 10�9
a PIPE & i,4G M i4ED COUNTY IN SCHEDULE AA` C. O."
No.33��0 !- � PREPARED UNDER THE RECTION F: CAP WEED' M '�
THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 _ v
RESPONSIBLE FOR ASSURING THE ACCURACY OF 1984 EIEV.= 1425.301 SEWER, WATER & RECYCLED WATER COORD
D� E: E si /c) PLAN AND PROFILE - � � S
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE AL A. HM P 45
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY SHT. OF
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE N G I N E E R REVISIONS COUNTY s'14 V "' �P // �f CIVIL �!
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN E F� cA_\E o D. GODDA 1R. R .. 3037 SCALE: GOOSENECK TRAIL
vl' �., DATE: 7 EGISTRATION EXPIRES -30-�6 _4
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CHECKED BY: JDG RECOMMENDED-WILLDAN _ DATE:
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD _ H' 1 _4 Ve D-
JN i4880-A
�i °'
qr
09
R.\d-14590\phose-l\sewer-water\4590phiswll.dgn -
1 try rinl\pl^. Stc)nrinrdsN,lElc+ylo�pen\colcomp,pen
0
12
124
1432.3
0
C.G. 8" PVC C-900 CL-200
13
14
u
IT
l4w�
101!!m
iv
ALL.
L
17
45' HORIZ ELBOW
CENTERLINE DATA
NO,
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
d
& 92' 36' 45"
1584. 00'
241. 80'
N83' 51 ' 58" W
99. 05'
Q
A= 9' 10' 51 "
300. 00'
48. 07'
®
A= 89' 54' 14"
53. 00'
83. 16'
Q
N2' 57' 03" W
13. 44'
Q
A= 2' 04' 27"
400. 00'
14. 48'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A= 92' 36' 45"
1571. 50'
239. 89'
Z
N83' 51' 58"W
99.05'
3
A=11' 53' 32"
312. 50'
64.86'
4
N42' 51 ' 29" E
35. 36'
5
N2' 57' 03" W
53. 92'
6
A= 2' 04' 27"
387. 25'
14. 02'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A= 92' 36' 45"
1590. 00'
243. 35'
2
N850 28' 23"W
199. 12,
3
A=1 1' 35' 26"
406. 00'
82.131
W.IT R DREA
/YO.
LEI. r.4 OR ORS.
#VRD&IS
1 fi'#&rH
RENAFRI
0
rngchao'DrE
l65.B4'
�n W I TO MH 15 1 45' HORIZ ELBOW �b" )u AllYtr Q- rf [K
UI CIPAL DATER DISTRICT ',� QCt W aor 36" so /423.99
EASTERN
WATER APPROVED BY: �` Win. TOP 8" 19'rR /�2/.95
DIG ALERT �; NQ
TM ©16t6362 XINB
• 3 `° e- `� s" rYTR xis B" SW
`r BOr 8" I Ti9 /4Z/•52
CALL CIVIL ENGINEER OF SUBDIVISIONS DA PLAN: G{�O�rENECK T IL ��` rOP B" SNR l4/7,79
BEFORE. INITIAL DATE NOTE: FOR STORM DRAIN INFO
YOU DIG! PROJECT ENc, REFER TO 'STORM DRAIN 40 20 0 40 80 120
1-800-227-2600 APPROVALS INSPECTION - PLANS" FOR TR 30422-1
UNDERGROUND SERVICE ALERT WTR. OPERATIONS - - GRAPHIC SCALE 1' 40"
Cal at least 2 working days pl'IOf t0 BXGAV9tkXj. SWR. OPERATIONS
COTE: 4106 /4'EC / AOD F/RE HYDRANT 9 B" WATER THRU DAPYSIAWCE 353 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER se2o FRIARS eoA� I P. 04024>p
WORK CONTAINED WITHIN THESE PLANS SHALL ESSITRANVORTATION DEPART UT ESS SAN r9co, CA 92114 BENCH MARK: • I. D. U-36/U-35
NOT COMMENCE UNTIL AN ENCROACHMENT 4t bt9a9t.o7o7 COUNTY OF RIVERSIDE
S. A. 41/33
APPROVED BY: Q � (PAx)619.291.4165 RIV. CO. &M. M-14-63 IN THE TEE
PERMIT AND/OR GRADI14G PERMIT HAS BEEN Y riekan_ ineer�rt .eom
y �a A. or o. � Son � e saa. mng. Ph� T INTERSECTION RD."A°N I TRACT NOa 30422-1 W. o. 10969
ISSUED. '�' "`► O PIPE A TAG MARKED COUNTY IN
Mo.33950 ; ^ =� � c_ PREPARED UNDER T E t ECTt N OF: CAP WELL MON. SCHEDULE mA" C. 0.
THE PRIVATE ENGINEER SIGNING THESE PLANS 15 - •s
RESPONSIBLE FOR ASSURING THE ACCURACY OF ExP•6-�- "� _ SEWER WATER & RECYCLED WATER COORD-_.4
Nc.33037 1984 ELEV.- 1425.301
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE Pr
. OTHMAN DATE: * Exp.6/30106 * PLAN AND PROFILE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
J' CIVIL ! SHT. 120E EI5
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �• CIVIL �* %'
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS COUNTY gT41OF CALF �_ ,ps Q f /atej�. D. G DARD JR. R.C.E. 303 SCALE: GOOSENECK TRAIL tE)
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR r - - ! C OF C�.� DATE.41A*to REGISTRATION EXPIRES 6-30-06 „
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLDAN . DATE: H 1"=40 V: 1 =4 p_ `
6
N c"
c
�o
O
JN MMO-A
R.\d-14590\phose_t\sewer_woter\4590phlswi2.dgn
\\srv-ribs\RickStondords\lpiotV10\Pen\calcomp.pen
15-FEB-2006 09.48
00
rn x 1=; `0 8" PVC CL-fit
,rn cn N rn � N N VAS FROM CL
oQ °0 FPDM 20+19.01
r PVC C-900 CL N z u v�i.I�- T 21 + 18.84 �nN o
12.75' W OF CL o SHEET 20 x m N In °, ao m W SHLVET' 1 g �z
N DIAL 3C r_tnKIh{
ALE + Go + �"m � G '� HER 3 �. W V c
w
a CIRCLE 14 3 3.0 + 7 3 +' OURT �" c" a 8" t�1/C C-900 CL-150
6 3 �� RAW �' 1433.1 N �= oo + �� 1V W OF CL
62 1432.9 ma,� h
85
+ 4
86RCP �
S
==9=-
w
0
1,� 20 IN °° 5
6 cv 1434.7
2 \io 4 _ 7 M r
UA `�
�R PR R/W 1 0 9 pR 1 0 8 5 s �PR
cc If
tliZ 1 1 2 1 1 1 I 1432. 0 1 332.D�
J 8' DER O
PR 1 1 3 14 3 3.0 14 3 2.6 1 1 0 AIDS FROM# CL �'�' O If 3 = PR
1433.3 1432.3 ,�; }0 co x
Wv F Mtn17 N°; � W
W T =
+ T H1 - �� �W N_ Q`� 1 07 W
a 1 + 8.t" S AL CIRCLE ,I = cn 41n 1433.0
8" FLG'D TEE X G 8 S `R 0 &Znu 6e t Z v,
8" RSGV FXH (N S)
BOT 36" SD 1424.61 <n N G'. -, z " m Y
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
O
& 5. 45' 11 "
400. 00'
38.88
0
A=10- 56' 10"
950. 00'
181. 33'
Q
NO. 09' 29" E
94. 69'
)
A=13. 1 1 ' 25"
950. 00'
218. 70'
Q
0= 5- 31 ' 38"
1 675. 00'
1 65. 12'
DATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
�= 5. 45' 1 1 "
387. 25'
52. 90'
2
A= 10. 56' 10"
962. 75'
183. 76'
3
NO' 09' 29" E
97. 29'
4
0= 6- 03' 1911
600. 00'
63. 41 '
5
%' 12' 4811E
35. 68'
6
A= 7' 08' 06"
961. 00'
119. 67'
7
A= 5. 3113811
664. 00'
64. 05'
SEDER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
<j>
A= 5. 45' 1 1 "
406. 00'
40. 77'
0= 7. 45' 26"
944. 00'
127. 81 '
3
A= 9. 25' 22"
1603. 10'
263. 65'
4
152
A= 6.07' 00"
944.00'
100. 78'
A= 5. 31 ' 38"
1 681. 00'
1 65. 69'
8" FXH ADAPT (W) TOP 8"SWR 1419.25 m c= 3�w=a J 0 0' 1 06 1 05 ILN
8"BIER o 18+63.2 CL W T AY= 1 +6 ,0 W PRIT WAY ��1°0 mYti�o �' ?�' 1433.4 1433.7
+50." 13+56.03 5 IAL CIRCLE +coo v o Q N Y.
WE � CL Vl- CL MH NO. 17 (SB-56) rJNm I- cci M CD N X N o 2 +U
N M c0 ap co N •- ^ _
WATER/SEWER/RECYCLED WATER APPROVED BY:
DIG ALERT EASTERN MUNICIPAL WATER DISTRICT
�- Z
Y 1
_V �& &6�j 111MG
CALL CIVIL ENGINEER OF SUBDIVISIONS DATE PLAN: COMMIT WAY
BEFORE INITIAL DATE 40 20 0 40 80 120
T0
YOU DIG! PROJECT ENG. NOTE: FOR STORM DRAIN INFO
REFER TO 'STORM DRAIN
1-$00-22%-2600 APPROVALS INSPECTION PLANS" FOR TR 30422-1
GRAPHC SCALE 'f = 40
UNDERGROUND SERVICE ALERT WTR. OPERATIONS -
Call at least 2 working days prior to excavating. SWR. OPERATIONS -
SEAL -COUNTY RIVERSIDESEAL-ENGINEER s62ol�l�sRoAo � LP.04024>�
DOTE: COUNTY OF RI619.z91.o707 BENCH MARK: I . D. U-36/U-35
�'!� RTA�'11 �!"tT SANDIEG©,CA92110 COUNTY OF RIVERSIDE
WOW CONTAINED WITHIN THESE PLANS SMALL ESS/
@� APPROVED BY° Q (FAX)i19.291.4165 RiV. CO. B.M. M-14-63 IN THE TEE S. A. 41/33
NOT COMMENCE UNTIL AN ENCROACHMENT y ricken In��rin .eom INTERSECTION tORT RD.
PERMIT AND/OR GRADING PERMIT HAS KEN �o A. or • o. 000 s 0,.np k uc�on & L �. A 1. TRACT N 0 3 0 4 2 2 -1 W ° o. ,0969
ISSUED.', h �O i P LAMIt1i�KED COUNTY IN �� - +I
No, 33950 s % o PREPARED UNDER THE DIRECTION OF:MONSEWER, WATER &D RECYCLED WATER C. 0. _ THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 ��r o � "'�
RESPONSIBLE FOR ASSURING THE ACCURACY OFNo.33037 1964 ELEV.= 1425.301 COORD__;, .
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHA A. O7TM A DATE: sr Exp.6/30/06 ,� PLAN AND PROFILE SHT. 13 OF 4,5
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY `1> CIV1�. �' f� CIVIL �!
.� HN D. GODDAR J .C.E. 33037 BOWSPRIT
p
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE D O S P R I T WAY
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS COUNTY �rF� ��``� � _�P C...� S10T.Job lF �� z ` SCALE:
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - H: 1"=40' V: 1"=4'
DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLD'AN -- _: � DATE: � ���• DATE: REGISTRATION EXPIRES 6-30-06 D_ ���`�"�►
APPROVAL BY THE COUNTY.
JN 14590-A
Rs\d-14590\phase-l\sewer-water\ 4590phI sw13. d9n
\\ srv_rlbl\RlckStandards\lplotV10\Pen\aalcamp.oen
15-FEB-2006 09.49
0
N r PVC C4DO CL-150
a VAi#ES FROM CL
z FROM 23+31.71
M 24+19.48
i 94 1435.2 1435.8 N 97 4rP
1434.6 1 01 1 0 2 �� ,,P �, 4
r' m v N 1436.2 1g g2 OJ ✓ 100
1434.8 1434.4 ��y x o�ti Q��c'
h" PR PR 1435.8 1435.1 +> .� •� �'S
O PR ►.� PR `�+ h ` �p 23+71.29
SPIRIT WA7
tV - 4 Z ELBOW
MY I
-- �,�..��� ;: ,; ate.-----:■: , _�� � J �/1111 m
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
p=15' 47' 45"
675.00'
185. 98'
A=12. 49' 37"
1350. 00'
302.23.
(
p= 94' 53' 19"
53. 00'
87. 77'
(2
A= 2- 40' 08"
675.00'
31.441
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
p=15' 47' 13"
664. 00'
182. 95'
2
0= 1 2' 10' 55"
1 361 . 00'
298. 37'
3
N89. 5' 28" W
73. 33'
9. 90'
4
N44' A.4 09" W
664. 00'
68. 83'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A=15' 4711311
681. 00,
187. 64'
2
p=12' 50' 26"
1708. 96'
383.00'
3
A= 7' 28' 23"
1 6681. 00'
94.841
Tor Q 45 1435.2 1435.8 ti PR PR R/W m �' +1
90 89 0 1434.0 8"R
o
►' 1433.1 Iq
+ 1436.2' 1436.2 8 8 8 7 Q m 86
8" m 1435.7 i435.1 c9 11434.7 �' M PR 0 5' N CL
6'NOFCL ; N o
_ r1433.7 P1IC Cr000 C1:15�0
�� DER 1 VW OF CL
VANES FROM C r PVC C-m CL-150 -
v) FROM MH 21 1 VS OF CL MA+00.00
a, u T W o SEE SHEET 13
_ BOWSPRIT WAY
0
N VQ a, N
WATER/SEWER/RECYCLED WATER APPROVED BY:
Q
DIG ALERT EASTERN MUNICIPAL WATER DISTRICT
TY
3Iy c PLAN: ROCKLEDGE DRIVE J)
CAU CIVIL ENGINEER OF SUBDIVISIONS DATE
BEFORE INITIAL DATE 40 20 0 40 80 120
YOU DIG! PROJECT ENG.
1-800-227-2600 APPROVALS INSPECTION GRAPHIC SCALE 1"-- 40'
UNDERGROUND SERVICE ALERT WTR. OPERATIONS
Ca# at (Bast 2 warklrt9 days prior t0 eXG4>WatN19. SWR. OPERATIONS -
NOTE: 4106 REC RAiO FIRE HYDRH/VT SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER s620 RRIAIt, CA92 BENCH MARK: I.P. 04024i2
- �'"°'G°�"'g21° COUNTY OF RIVERSIDE 1. D. U-36/U-
35
wORK CONTAINED WITHIN THESE PLANS SMALL TR,A M TATION DEPART N'T ESS/ 619.291.0707 S. A. 4,/33
NOT COMMENCE UNTIL AN ENCROACHMENT A P P R 0 V E D B Y : (Fi X)619,291.4165 i v. CO. B.M. M-14-63 IN THE TEE
® rlckaa 'nt.rin ,cam INTERACTION OF NEtMPOPT f?.
PERMIT AND/OR GRADING PERMIT HAS BEEN �,o a. or coax
ISSUED. ,y �. _ - ,�o• � .n a np n PIS TAG « T N TRACT N 0. 3 0 4 2 2 -1 C . 0. ,0 9
�+ ' �^� CAP WELL MON. SCHEDULE 'A
THE PRIVATE ENGINEER SIGNING THESE PLANS IS 33950 " c. PREPARED UNDER THE ECTI N OF:
Exp.6-30-06 ,� No.3303i 1984 ELEV.= 1425.30, SEWER, WATER & RECYCLED WATER COORD�;�
RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE KHAL A. OT A DATE: Expsi303os * PLAN AND PROFILE
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK{ SHT. 14 OF 45
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY f CIVIL
APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER REVISIONS COUNTY 4T FIv"' `P ROCKLEDGE DRIVE (E)
ENGINEER SHALL BE RESPONSIBLE FOR DETERkIINI6IG AN 'I N D. GO DARD JR. R. . 33037
F q� �.µ\f C-� ' .S' / ar /b 4 OF t SCALE: L E
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DATE: REGISTRATION EXPIRES 6-30-u6 H, 1"=40' V: 1"=4` D- �%,r
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLE)At4 DATE:
JN 14590-A
O
R.\d-14590\phose-t\sewer-woter\4590phtswt4.dgn
\\srv-rrlbt\R.ickStondords\lolotVlo\Pen\coicomp.pen
15-FEB-2006 09.51
I�
R,\d_14590\phase_1\sewer_water-\4590ph1sw15.dgn
\\lry_rIoiNR(9RStQndgrds\IpI9ty IQ\P¢n\go IcQmp. Pen
DIG ALERT
TY
CALL
BEFORE
YOU DIG!
1400-227-2600
UNDERGROUND SERVICE ALERT
Cal at b wt 2 workkV days prior to wxcavat .
WATER/SEWER/RECYCLED WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
VJ-I '.*I,
CIVIL ENGINEER OF SUBDIVISIONS DATE
APPROVALS
PROJECT ENG.
INSPECTION
WTR. OPERATIONS
SWR. OPERATIONS
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMITAND/OR GRADING PERMIT HAS KEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERWNING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE
APPROVAL BY THE COUNTY.
INITIAL I DA
REVISIONS
DRAWN BY: MRD
13
iLi
C.G. 8a PVC
C- J 06150
15
17
PLAN: TATTERSAIL WAY
40 20 0 40 80 120
GRAPWC SCALE ti -= 40'
SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER
ESSITRANSPORTATION BDEPARTMENT ESS/
A. 0Y GODfl
L h � i
No. 33950 =' l v m
Exp.6 30-06 DATE: Exp..33037
APPR. DATE CALE A.OT MAN
�J. CIVIL
COUNTY `�+r /06
l yk P S/°slo OF �F
C
CHECKED BY: JDG RECOMMENDED-WIL-LVAII1 DA FE: �
11
ip
lM'
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619,291.0707
(FAX)619.291.4165
rickin6
96in .eom
San Riverside Orsn`e Tucson
PREPARED UNDER THE DIRECTION OF-
D. GODDARD R.C.E. 037
DATE: t REGISTRATION EXPIRE? 6-30-06
0
r
L�
BENCH MARK:
RIV. CO. B.M. M-14-63 IN THE TEE
INTERSECTION OF NEWPORT RD.
& LINDENKRGER RD. A 1" IRON
PIPE & TAG MARKED COUNTY IN
CAP WELL MON.
1984 ELEV.= 1425.301
SCALE:
H: 1"=40' V: 1"=4'
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
(
N 7' 13' 4 8" W
14. 80'
22
A= 8' 00' 07"
500. 00'
69. 83'
NO.46' 19" E
515. 37'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
i
N7' 13' 49" W
14. 33'
2
A= 7' 50' 35"
51 1 . 00,
71. 34'
3
NO' 46' 09" E
51 5. 86'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
<1>
N4' 21 ' 17'' W
83. 18'
2
NO' 46' 09" E
275. 43'
3
NO' 46' 09" E
240. 44'
COUNTY OF RIVERSIDE
TRACT NO. 30422-1
SCHEDULE "A"
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
TATTERSAIL WAY
I.P. 040242 1. D. U-36/U-35
S. A. 41/33
W. 0. 10969
C. 0.6
COORD j3-8-42;;
SHT. 1 6 OF 45
v-'. \ mw i -r- I
JN 14590-A
�l
R.\d_14590\phose_1\sewer_woter\4590pr t swl 6. dgn
\\srv_r10t\RlckStondard5\lp1otV10\Pen\coledap.pen
15-FEB-2006 09.53
ai
R.\d_14590\phose_l\sewer_woter\4590pht.Swl7.dgn
\\srv-rlbl\RlckStartdords\lplotVIO\Pen\GOICOMP.Pen `
15-FEB-2006 09-58
T
------- "...- cn .... C.G. 8" PVC C-900 CL 150
C.G. 8" PVC
- a
C-900 CL -150 RECYCLED WATER
S .0'
0 0050 S:...---�--+-
16 17
M .-
�-mo
rn
N
v�
o
ZNW
I
A
U-,X=
;
y
ca
00
v
p�
Co m * 8" PVC C-900 CL-200
13.75'WOFCL_
I 40 1 42
1431.1 1431.5 1431.9
~ I PR CP1+
W r
� X 00
1 1
' CV
Uj
U)0
Ississ PR 811 SEV
Q
PR -R/W
N LO 0
6' E OF CL
j,v� 49
4431.3
4431.8
OPEN
ZN$
SPACE WX=
351 N0�00
D rPWATER/SEWER/RECYCLED
DIG ALERT
WATER APPROVEL BY:
EASTERN MUNICIPAL WATER DISTRICT
TM
pg�,.�L
CALL
CIVIL ENGINFER OF SUBDIVISIONS DATE
BEFORE
YOU DIG!
1400-227-2600
INITIAL DATE
PROJECT ENG. aW
APPROVALS INSPECTION
UNDERGROUND SERVICE ALERT
CoN at boat 2 working days prior to excavating.
WTR. OPERATIONS
SWR. OPERATIONS
NOTE:
4106 REC Al ADD FIRE HYDRANTS
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN FNCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
EVENT OF DISCREPANCIES ARISING AFTER COUNTY
DATE
BY
MARK
NOTE: FOR STORM DRAIN INFO
REFER TO "STORM DRAIN
PLANS" FOR TR 30422-1
IN THE
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE L.,;AWN BY: MRD
APPROVAL BY THE COUNTY.
R.\d_14590\phase_t\sewer_woter\4590ph15w18.dgn
.. ScA :.;c,1 8:htsl�d�F'is;t�ir.''ti1��Pe�.�cllcfi!nP.-Ran
Be CML&W&CMCCL-150
VARIES FROM CL
FROM 19+42.03
00Cn
i� 3
? °� 2 2
Q0 � 1433.9
In d ILO
rn LD 0 3 Lr
cc
o �o
N U.JSHEET 15� �Ns
■ �OCKLED a)W I�U W e
DRIVE ° "`'�"
U W U N O
m I J�X�
43 Na ++ - oW�-
U') �: N �; lLLJ • q 011 N a0 co CO + tp i
N 1432.4 �> �0 �'-N p�0
+ 4 4 .N
PR °�° o m +
PP 14 3 3.2
in - /Isms
�
Nm= -
• L� a
PR PR - R/ W
G
�'
cn
4 6 PR
14 3 2. ,
_--
PR `j
-�
� o
4
8" SEWER
14 3 3.1
14 3 2.2
z
VARIES FROM CL
ir W L1,r ti
FROM MiH 11
CO
$ v c °r°• o
o �
TO 20+24.51
;0 NN
Q o cr 0 Cr cr
LEDGI
N" 0"V'3`
DRIVE(E)Nhin00
- -
SHEET 14Cn
+_ �� 0)Q00m���
00
Z
PLAN: LINDEN GATE LANE
40 20 0 40 80 120
GRAPHIC SCALE 1"= 40'
' SEAL -COUNTY COUNTY OF RIVERSIDE
�. TRf.NiPgRTATION DEPART NT
ESSIQV4 APPRO\IED BY:
Ar
ate No. 33950 Z
Exp.6-30-06 0 v
APPR. DATE KHAL A.0 M DATE:
COUNTY �T°TF O I ca,V F \p - �. C; _.
CHECKED BY: JDG RECOMMENDED_-_WILLDAhf
I/ all 0vf
21 22
8" SWWFR
WE OF Q
m
I �04N
M .
woo WNVI W
$�Q (DQin � T 4
o �ty�>�P �r 09
o M
X = cD . i--- a. ft0AD
O- r-000
fh o0N M Co 1- r",I
00 jib
�,+ M ao
N
aol i
Lai
/ I
8" PVC C-900 CL 150I
RECYCLED WATER
'
0
O
19' E OF CLGo
I
93
RC tom'
a a ; 14 3 4.1
p ROAD
]
a U
UJ
o
SHEET 4
JZ
�>
� Lox
N
o
-JV
^V)
;pia: ++
occU
QCN%
�Uj
a. +-i.► W
X
>Oo
`. -"--
CO
a M
>
�ap`-
CO
N
CO
w cr
+E +Q
:F1L-tIVt�llVttl'�
ESS/,
y � r
E`a a �
N0.33037
tr Exp.6/30/06 t�
CIVIL
S 1 00
DATE:
m
C.G. 8" PVC
'.-900 CL-150
8' PVC C-900 CL-200
VARIES W OF CL
21+61.88 LIIJ EN GAT
FOIRI
14t40.21 ROCKCROSS
FLG D
24 x8 RSGV (S)
811 sit EXIT R5G`4 tN)
12" REc WTR 1423.88
BOT WIR 1420•Z3 COMM• SITE
TOP 12" REC �* STUB F
22+3 •9 R PER STD DW pWG .N0.58 568
AV/A BO PER STD
6 TEMP
LINDE'I GATE LN
21+83. S9 CL 0
14+6 N GAT L
+ 614 ► (S:0.0040)
q1'* SEWER STUB
2+ 4 C.O. PER 5)TD. SB-52 FUTURE
FUTURE CO�AERNAL SIT MME R C I A L
1+ 1 IN N C O
14+68.86 ROCKP
4 tSB-56)
ORT RD SIT E
CL MN NO. j
21+77.14
18" EC W XING 8" SW 3
145
BOT 8" SWR 14123.81
TOP 18" REC WTR 1420•LAPtE-
21+77.0 LIPti3E GAT_._ -
14+79.99 ROCKPORT RD
g" F �H RSGV OUTLET S) (REC W)
21+62.14 ING 8" S
24" W
80T 24" WTR 142A.12
TOP B" SWR 1423.00
'b11.1''K~ KuAv BENCH MARK:
SAN DI€CO, CA 92110
619 291 0707
(FAX)619.291.4165 RIV. CC. BEM. M-14-63 IN THE TEE
I DANY rlcken aeeri.a corn INTEf CTIOFI OF NEWPORT RD.
er efa ^.aur a Orange Phoenix Tucson & LIl N1 R1*ER A 1"IRON
PIPE & TAG MARKED COUNTY IN
EPARED UNDER THE DI TiON 0 : CAP WELL MON.
1984 ELEV.= 1425.301
TAT,)J JOH . GO A C.E. 33037 SALE: -
�TE: Y� RE STRATION EXPIRES 6-30-06 H: 1"-40' V, 1"-4'
CENTERLINE DATA
NO.
DELTA OR BRIG.
RADIUS
LENGTH
REMARKS
N0. 46' 19" E
225. 71'
Q
& 12' 45' 39"
300. 00'
66. 82'
Q
A=18. 54' 18"
400.00'
131.98'
®
N5' 22' 20" W
158. 64'
WATER DATA
NO.
DELTA OR BRIG.
RADIUS
LENGTH
REMARKS
1
NO' 46' 1 9" E
225. 71 '
2
A=12' 45' 39"
313. 75'
69. 88'
3
& 8. 34' 01 It
386. 25'
57.761
4
N5- 25' 1 1 "W
206. 68'
5
N5' 25' 11 "W
1
74.02'
RECYCLED WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N5' 22' 20" W
1 1 7. 02'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
<1>
NO. 46' 1 9" E
225. 71 '
<2>
N6' 27' 50" E
1 85. 61 '
3
N5. 22' 20" W
178. 30'
4
N5' 22' 20" W
47.00'
I.P.
COUNTY OF RIVERSIDE
TRACT NOe 30422-1
SCHEDULE "A"
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
LINDEN GATE LANE
a
N M
+,
I.D. U-36/U-35
q
S. A. 41/33
R
W. 0. t0969
C.O.
COORD_�-42:5
SHT. 18 OF A
90
D - `
O
JN i4590-A
R3\d-14590\phose-1\sewer-water\4590phiswl9.dgn
\\srv_rlbi\RickStondards\Iplotv10\Ren\colcomp.pen
26-FEB-2006 10.26
Rr\0_14590\phose_1\sewer_woter\4590ph1sw20. :gn
\\srv_,rlp1\RI4k5tondgrgg\Iplotvlg\Pen\calcomp•pen
FROM MH 71
M MH 7
9-0156 155154.
1429.1
157 1423,7 1430.1
1428.9 PR PR PR
• 8�
1 11
m 8" SEWER
V) vma WW CL
o FROM MH 70
TO -MH 68
153 NZ
1430.E 11431� Ln� 151 1 5 0
+ 1431.7
R/W PR PR 1432. i
PR PR
2 00 a3 _
r4 zuko
NON CL C5 CO
r r Z'c'
npP�t ZYjuj
0t71
ota
x t SEE SHEET 24 � a
+ � a a. Lt3 EN :I�:'
Lftof-
t + J
149
� �00mi - DLO
14 32.3 �c PR 127
�� PR 1432.9
PM
= N
P Q
0�P SEE SHEET 22
$� LACUNA VISTA DRIVE
"�°° FUTURE
00
PARK
Or 16+95.70 ROCKY POINT CT
►� w 33+11.78 LAGUNA VISTA DR
CL MH NO. 68 (S13-56)
5 1E `-76.69 CL ROCKY POINT CT=
+1 . - 9 CL LAGUNA IS
1 5 8
1
I
=�---
v
4
_
_
142R.7
3
-`
'-
m ..
1
,
3
o F
•-
_
Sp ACE_.==„'�=
' "
m
PR
PR
R/W
a
J PR PR
PR
�,,.
cr-PR
PR
PR
PR
OPC� yQ
3
8
P
8" PVC C-s0o CL-150
r-
F,
"w
0
1 7 0 1 71
l
oI
11' S OF CL
n
c0
?, 1 6 g
?
w
14 3 3.9
1428 8
1 1 6 zr
1 6
1 6 7
,, 1 6 g
v
1433.4
o
v
t
14 0�
14 0 6 1�
14�1 5 1432.0
1432.5
1432.9
~
a
160
1429.1
142917
t
Gp
a
r-
Zm
00
8"SEW f#
$" PVC C-ADO CL-1 �fl
�
►-
t� w � n_
U�
8 N OF CL
VAS PMbO�M CL
qLO
t- U-,n
Go
UNTIL 10+dd0.72
v
Ot1a00=
C00
O N > a
`r
+
0
+
NLn-1toX
LOILO
o
LoLn= _ _
CO GO
DIG ALERT
WATER/SEWER/RECYCLED WATER APPROVES:BY:
EASTERN MUNICIPAL WATER CISTRICT
�z
TM
Izj'L
CALL
CIVIL ENGINEER OF SUBDIVISIONS
DA E
"LAN: ROCKY POINT COURT
1
BEFORE
YOU DIGI
INITIAL
DATE
4c
20 0 _ 40 0
4ao
NOTE: FOR STORM DRAIN INFO
1400-227-26N
APPROVALS
PROJECT ENc.
REFER TO STORM DRAIN
PLANS" FOR TR 30422-1
GR'.: iC SCALE 1 - 40
INSPECTION
---
UNDERGROUND SERVICE ALERT
WTR. OPERATIONS
CaR at least 2 working days prior to excavating.
SWR. OPERATIONS
-
S620FRIARS ROAD
E -COUNTY
COUNTY Or RIVERSIDE
SEAL -EN CTNEER
b+61 r( HIJUKT r I 'I=
3+28.73 CL LAGUNA VISTj
12"x12"x8" FLG'D TEE
12" FXH RSGV (S)
12" FXH ADAPT (N)
8" FXH RSGV (W)
II '
LACUNA VIST DRIVE
SEE SHEET 22
NOTE: �/ 6 t AaD F/Rr HYDRR#rS S AL92110BENCN MARK
SAN DtEGO, CA
WORK CONTAINED WITHIN THESE PLANS SHALL �FESSI TRANSPORTATIONRD a@ 'ART T LESS/ 6M291.0707.291.
(FAX)ti19.291.4i65 RIV. CO. B.M. M-14-63 IN THE TEE
NOT COMMENCE UNTIL AN ENCROACHMENT
"`�C y ricken inoerin .c .n INTERSECTION OF NfWPORT RD.
PERMIT AND/OR GRADING PERMIT HAS BEEN.
�0 A. OT Q• 000�14n an g Rlveraide secnmanto orange nix Tucson & LIf�E1ERGER RD. A 1"IRON
�� PIPE & TAG MARKED COUNTY IN
ISSUED.
_ �Vo. 33950 2 �A(-jO 0 � PREPARED UNDER T 1E ECTION OF: CAP WELL MON,
THE PRIVATE ENGINEER SIGNING THESE PLAI"S IS Exp.6-3^-06 ^�
RESPONSIBLE FOR ASSURING THE ACCURACY OF 1984 ELEV.= 1425.301
APPR. DATE K AL A. 0 HM DATE: Expi70rs
DESIGN AND ACC€PTABILITY OF THE WORK HEREON. DATE BY MARK
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY J'� CIVIL �� ,
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE D. GODDARD R.0 30
ENGIN ER SHALL BE RESPONSIBLE FOR DETERI�ttN11 G AN ENGINEER R E V I S I O N S 01J N T Y �'4r, OF� Ica �`P l �_ Cam, S oS 1 D _ �I
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CA`•r DATE: Z� GISTRATION EXPIRES 6- 0-06 SCALE
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLDAN DATE: H: 1"=40' V: 1"=4'
R?\4_14590\phase_?\sewer-water\459Ophisw?l.dgn
pen
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
N88- 34' 37" W
86. 63'
0= 9. 32' 43"
1000. 00'
166. 60'
Q
A= 9- 56' 11 "
1000. 00'
173. 42'
A= 6' 09' 18"
1000. 00'
107. 43'
U5
N82. 48' 47" W
142.621
WATER DATA
NO.
DELTA OR BRG.
RAMS
LENGTH
REMARKS
1
N88- 34' 37" W
1 1 3. 89'
2
A= 9' 21 ' 12"
989. 00,
161.451
3
A= 9' 56' 11 if
1011. 00'
175.331
4
'1= 6' 09' 18"
989. 00'
106. 24'
5
N82' 48' 47" W
127.95.
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N85' 25' 53" W
253.831
2
�= 7' 36' 22"
1995. 00'
264. 84'
3
N82' 48' 47" W
177. 14'
1g
2'
COUNTY
OF RIVERSIDE
I.P. 040242
1. D. U-36/U-35
~;
S. A. 41/33
TRACT
NOa 30422-1
W.O. 10969
SCHEDULE "A°
C . O.I
v
SEWER, WATER
& RECYCLED WATER
COORD 4: -4 ; 5
PLAN
AND PROFILE
SHT. 21OF 4
ROCKY
POINT COURT
JN 14S90-A
a
o
a
o
o
<0
; 0
No
Q
FUTURE RECo
3�
131" C-900 CL-150
REC. WTRzs'EofcL
�o�
Q
►- _
N
V) (n
>t��Mti
'` `� W
N��
; N 00
Q
CENTER
V "'
Ln
>OM
Qm
QJ O
z m
>NW
QI- .,
QJ ,�
Z W�
W��
31
- NF-
(V
Q`iV) .,w
-I_ N
z " Nq
�(�
zF_.-
Xm
W��
f1N-
_ N
1W�
at Ln O
1n *W N
N •�- •
° N�Q O
u")
O
343 M
1
>°c
WC)
O a a0
m pro F- 1
0 a Q
O O Q Q cL
ONH =ND=0V) ;� �yr-Q- %W -F- Oer j m z N cn� u- 11 O I-
OW OWo>a CO U Q`l1N�ac acU� COrv; ��z uLn� =pr fWQ F- m� � L) CO ca FUTURE
J ��<> z�� -��Zo; ;�'_� ?mac., crz,. a �rc� :ri WQ �,,; Qom^ > 0 3
0 = WQtNOX= - N _toN SHEET = r_ XW.W ZF-I9= to _ NF- ET- 1-F- F- I-F- = O F-
Z apd'Q�N M� NQX= = UaON - cr X3t/9�' ap t NC QN _j �N 1 aCvv c0N t/)Zto Q O LAKE 2
N �� '-'N X X=IN tDMOMNcl�TRES L.a + WF-O ��~ W0N= W, u �o� �0 �= o w� U ^�; �°' >am OY N V) 374
++ ++�C�`V_F+a0t000 +�NF-0_ - aE r= F- �- m NNW Oo D:W O Wm �N�- ��� Q to CIca cr a:
7
aD -� QR aC1 aOCF F- + _ O O +� = N Z o v) 0 d M ; d v v _ t- N Z }
N m F- GO tD O O F- �jX a r- 1 �1 EWER x c0 = 7t =- O a t U N 3 c = Y J W W
N L) �__c0 NNMmF- COF- OVW.. O -00 +300 OQ-� m m LL df C3vW a a
370 do oW _ �, _J
„ 5 N VACS E OF CL t,1 m N Q; -' co 13 m Z o � o a c�
©0 + = F- LL + = F- J = to 3 W to J W > W O
' + pp += F-a_ W �Q�: F- �X= r�q7. Q'c O CO > m
„ a+ R/W °.�(n 0000 MCV2 �f-�w rn v ip= ti - ca m0� r- cn
04 r- m E- . NI 1'M LL. u 02 o M 00 N a0 M r- F ; d e- O
I MZ M W Nto QW .-to= a0 •
_p
r-
M MMmON- 00 +�+ I y+ + O X �- N
Q N i Mm0'F- In�U ;' I'r%M +S t<t ®'o
M 00 rn N
to e1'
mom 1 1 18„ RC +
UUJN M W \\ \
m N @ _ 3
a '�361- RC Q 30> 3 31 4
Zoe 28 ------ -____ == __ _____ _ ____- - RCP 2 u;Ws
36 34
RCP 2 - - 4 33 ,t�i
3 (�
h- R/W
M
358 N °N o _
357 131 1 3 0 _ N N
Wit
N N
N N 1431.2 14 31.4 °D '"` z � N 1 71
~ CD Q m Q F- 9 12" PVC C-A00 CL-20O r- voi $ 0 1 2 g M 1 2 1 "' PR 14 3 4.5
W�� t r; io_ � 1431.9 8 2 7 m I O
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
Q
N5' 16' 09" E
69. 44'
2Q
N4' 24' 13" E
150. 01 '
C3
A=12' 23' 53"
850. 00'
183. 93'
4Q
A=19- 21' 18t1
900. 00'
304. 03'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N4- 24' 1 3" E
125. 23'
2
A= 12' 23' 53"
835. 00'
1 80. 68'
3
0=19' 21 ' 18"
915. 00'
309. 10'
RECYCLED DATER DATA
NO.
DELTA OR RRG.
RADIUS
LENGTH
REMARKS
1
N4- 24' 13" E
167. 61 '
2
A= 12' 23' 53"
876. 00'
189. 55'
3
0=10' 24' 27"
874. 00'
158. 76'
4
N6' 44' 45" E
88. 26'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A=12' 23' 4611
1588. 00'
343. 57'
2
A= 9' 16' 53"
881. 00'
1 142. 711
3
N73' 11 ' 54" W
1 36. 00'
-j Ix N THLUI LAG .. Fa- W 15 WV 0 CL ON W 1432.3 1432.9 0
ow N S2 ,W; _ cr
�p QQJ
SH E _ > C0 p pp O O Q' o N a0 G
d' z�W NNE N JBW-- ��� M.-mF- z . ��� Q
J U x= aC N 0= .. N CO N N n `„ _ 04 O N 12" PVC C-8i 0 CL-154
It s R RC CY p01 '�` ;0 _ 1 W OF CL
oMN �'v!'to � v~i m ���.. M�� VAR E Of CL w CART ��� > W ..
N ON CO X tnN
�= SHEET 21 I 1 �- _
rn NO f CO O coin •��LL == zN� + W �Ix�00 J F->
�� Q Wt9<!O
WATER/SEWER/RECYCLED WATER APPROVED BY: + + MN j4oxxo >n-
DIG ALERT EASTERN MUNICIPAL WATER DISTRICT += W =
MM ; -� NON
NN GOW00 + +NiONm NI-� M�m� M 00 cr
r� , N mF- M �. "nm00 Z XX
X2=_
• LL
CIVIL ENGINEER OF SUBDIVISIONS DATE + N?q&=
CALL PL.�i. LA�l► YfSTA DRIVE M + N N N =
BEFORE I TIAL DATE M ao
YOU DIG! 40 20 0 40 80 120
PROJECT ENG. NOTE: FOR STORM DRAIN INFO
1400-227-2600 APPROVALS INSPECTION
UNDERGROUND SERVICE ALERT wTR.OPERATIONS REFER TO 'STORM DRAIN GR SCALE 1"-- 40'
PLANS"FOR TR 30422-1
Call at bast 2 working days q'tOr to eXcaa#tom. swR. OPERATIONS f
SEAL -COUNTY COUNTY OF RIVERSIDE AL -ENGINEER %NFRIROAD LP.040202
NOTE: SMJDIEW,CA92110 BENCH MARK: COUNTY OF RIVERSIDE �' D.-3siu-35
WORK CONTAINED WITHIN THESE PLANS SMALL ESUS TRAN RTAT N VAIRTMIBNT III1 FESS/�
619.291.0707
NOT
COMMENCE UNTIL AN ENCROACHMENT � APPROVED B Y : % , FAX)619.291.4 i 65 INTRIVCO. B.M. M OF N �1 THE TEE S . A . 41/33
PERMIT AND/OR GRADING PERMIT HAS BEN rickengiRYit�nTumng.com INTEI CTIOM OF ORT ice.
�o A. or �� � ��, o. Goofl,� 5.h o ��.��. - �-:.�.,;, P�LI� � Ok1N�IT N TRACT N 0. 3 0 4 2 2 -1 W. o. 10969
ISSUED. y CAP WELL MON. sCHEDULE °�►p C.0. �9
� �• 33950 Z / - _ C. PREPARED UNDER THE IRECTION OF: ��.3
THE PRIVATE ENGINEER SIGNING THESE PLANS IS % s 0 b CA ?o SEWER, WATER & RECYCLED WATER
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 i o N0.3303i f984 ELEV.= 1425.301 COORD -42;45
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE � � KHAL A. OT AN DATE: � Exp.6�30ios � PLAN AND PROFILE
ARISING AFTER COUNTY f. CIVIL `�. SHT. 2"�OF
IN THE EVENT OF DISCREPANCIES I F ``F ��_ S / �S 1�b 'C 1 D. GODD fl JR. R. . 33037
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `�qr ���� �p � � SCALE: LAGUNA VISTA DRIVE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Ct11.� DATE: REGISTRATION EXPIRES 6-30-06
DESIGNED BY: CPE DRAw�! BY: MRD CHECKED BY: JDG RECCrMMENDED-WILLDI�� -- DATE: H: �„=40� y: 1"=4' D-�„,�0
APPROVAL BY THE COUNTY.
JN 14590-A
Rs\d_14590\0hose_1\sewer_woter\4590ph1sw22.dgn
•\\srv_rlbl\RlckStandords\lplotVl O\Pert\calcanp.pen
15-FEB-2006 10,23
IV
0D
ul)
_L
t4 An
VARIES FROM CL
C) FROM 12+63.78
z TO MH 73
V) r PVC Q_-900 Cow 50
VANS FfI0M CL AF
0 V1 $E%PM FROM 12+63.78 �(
1 38 6 NOf: CL I TO 13+78-10
1390 �91 1 37 136 134 132
r, � 135
A`�°"�
C1_4 278,78) CIL2 9.J5 1429.9 1430.3 CHLO —.5) PR 1431.2
9+68.72 PR PR PR PR
6" FH PER STD. DWG. B-362
So SEWER
140 lilt 131
CENTERLINE DATA
NO.
DELTA OR BRG..
RAGS
LENGTH
REMARKS
(ZI;
N86-56'07"W
263.781
(DA=
95- 19'23"
53. 00'
88.18.
I WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
N$6'55'21"W
324.80'
N41* 55'21"W
19. 43**
-U2
,A= 6' 07'54"
300. 00'
32.111
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
I
N86*56'07"W
322. 86'
2
N3*4938"E
I
I 64.47'
I I
C �12 M VARIES FROCL jjL8. 7 TT A
FROM MH 73
TO MH 72
e
OPEN SPACE- Ira Ir--- m
344
130
O PR � N
PR 431.y
�88 144 1 11446
1143 E
+52-0n�
1419.4OPVC, �-150 E SHE214242
_-9) 04
0
C�4
N �0.
WATER/SEWER/RECYCLED WATER APPROVED BY: %I, ko
DIG ALERT EASTERN MUNICIPAL WATER DISTRICT
N
Till
111AX PLAN: LEA CIRCLE
C.Aa CIVIL ENGINEER OF SUBDIVISIONS b1TV 40 20 0 40 80 120
BEFORE INITIAL DATE
YOU DIG! PROJECT ENG. NOTE: FOR STORM DRAIN INFO
REFER TO '
14,W-227-2600 APPROVALS INSPECTION !STORM DRAIN GRAPM SCALE T�- 40"
UNDERGROUND SERVICE ALERTI WTR. OPERATIONS PLANS" FOR TR 30422-1
CON at beat 2 workkV days prior to excovatk'Q. SWR. OPERATIONS COUNTY OF RIVER
SANSIDE SEAL-EN71NEER 5620 FRIROAD ARS I.P.
4 1,06 REC►ROD FIKE Y)FOKRIV7 SEAL -COUNTY DIEGO, CA 92110 BENCH MARK: 1. D. u-36/u-35
NOTE: TRA'NSF0111TATION DZPARTM14T 619.291.0707 RIV. CO. B.M. M-M-63 IN THE TEE COUNTY OF RIVERSIDE S. A. 41/33
WORK CONTAINED WITHIN THESE PLANS SMALL I'PPROVED BY: (FAX)619,291.4165 rickenoin*
NOT COMMENCE UNTIL AN ENCROACHMENT *r.n com INTERSECTION OF NEWPORT RD.
It st W. 0.
T HAS BEEN A. OA GU San mw Mvwswe bawAlow Omnp mmenk 7 on & 1-00ENSERVER RD. A twIRON TRACT NO.30422-1
PERMIT AND/OR GRADING PEFN PIPE & TAG MARKED COUNTY IN SCHEDULE "A' C. 0.
CAP WELL MON.
eES
ISSUED. c_ PREPARED UNDER THE DIRECTION OF:
No. 33950
SEWER, & RECYCLED WATER COORD
THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 N0.33037 1984 ELEV.= 1425.301 PLAN AND PROFILE 5
RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE KHALE A. 0 MA DATE: or Exp.6/30/06 SHT.,23OF45
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK it ) - Awa
IN THE EVENT OF DISCREPANCIES ARISING AFTER CO— civi CIVIL J I D. JR. R.W.E. 33037
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY 1>4' '-r 6-30-06 SCALE: v=4, LODEN CIRCLE 443
ENGINEER SHALL BE, RESPONSIBLE FOR DETERMINING AN L OF CAL\f OF C DATE: ahlmel(. REGISTRATION EXPIRES V: D_ -
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MIRD CHECKED BY:JDG RECOMMENDED-WILL.D�Att DATE: ilo��
APPROVAL BY THE COUNTY. JN 14590-A
I
A
Rt\d-14590\phose-l\sewer-water,\4590ph1sw23.dgn
\\arv-rlbl\RlckStandards\lplotVIO\Pen\colcomP.pen
15-FEB -2006 10-23
r
0
uj
Ln
N 4 c"
-8" � � -� z MEET 21
V CL to, polN
m z FROM MH 72`TO MH 0 � ' I 7 0
ui _ * CoRV 1433.9)N CIR E'
+ -� 129 1 2 8 + 4 CL 0 cT
1 27 15+1 .s�
■ 1431.9 1432.3
Etii PR 14 3 2 9
CENTERLINE DATA
NO.
DELTA .OR BRG.
RADIUS
LENGTH
REMARKS
t�D
& 4- 15' 60"
53.001
3. 95'
(:
& 2. 09' 10"
300.001
11. 27'
(:I)
N14' 52' 35" E
91. 38'
®
�= 10. 30' 34"
272. 00'
49. 89'
t�5
N4' 22' 01 "E
76. 39'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
& 4. 4411311
300. 00'
24. 80'
2
N14' 52' 35"E
80. 51'
3
A=10' 31 ' 4.3"
283. 00'
52. 00'
4
N4' 22' 01 " E
87. 17'
M lid IN or zPR PR PR
PR I
15+9 G LOD KN C1RCl.E=
2 ..
Ul °°; 2 5 - 8�1+FL FXH RSGV tN.W) 1 69
• z 8tt ADAPT
tE) 1433.4
'i ii. 1 cro 3 4 4 g FXW a PR
ul 1 2 ao 40 3 t I + ' Gat, SN1R O
2
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N3' 49' 38" E
4. 40'
2
A= 12 42 32"
1000. 00
221. 81
uj
att WTR 1426.
o g�T Bit SWR 1417st
PR TOP
~ O PR coi 1 6 8
148 o m
w � 1432.3 ►,� 1432.9
c�
11416 14 4.9 � m 1 4 9
150 Ij32.8 . �{✓ �T
r Pvc 0-m CL-COU 1
V/�S Fly! CL r P1�C C-� CL-In� C� � 2
FRO A 12+03. 8 11 W OF CL 0-
TO 14+56.61
M Q
tD �
Q
WATER/SEWER/RECYCLED WATER APPROVED BY:
DIG ALERT EASTERN MUNICIPAL WATER DISTRICT
2t AAL
0
CAU CIVIL ENGINEER OF SUBDIVISIONS-SATEZ PLAN: LADEN CIRCLE
E FO BER
INIT AL DATE 40 20 0 40 80 120
YOU DlGI PROJECT ENG.
1-80Q-227-26W APPROVALS INSPECTION GRAPHC UNDERGROUND SERVICE ALERT WTR. OPERATIONS
- SCALE 1'= 40'
Call at boat 2 working days prior t0 excavating. SWR. OPERATIONS -
SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 20 FR4A*S ROAD LP.0402+�P I.D. U-36/U-35
NOTE: SANDIEGO�CA92110 BENCH MARK: COUNTY OF RIVERSIDE
WORK CONTAINED WITHIN TFIESE Phis Si .L TRA f QI�TAT A 1 QEPARTM iT fss/ 6"�.291.0707 S.A. 4v33
NOT COMMENCE UNTIL AN ENCROACHMENT A.
APPROVED BY: (FAx)619.291.4155 RNV. CO. B.M. M-i4-63 IN THE TEE
j� Q y rickan in�"rin .cam RIV C . CTION OF NEWPOk t PD.
0 �C W. 0. 10969
PERMIT AND/OR GRADING PERMIT HAS BEEN �o A• r ,, ,� o. Goofl� San :ate .., Orange T„�on & LINDENBEFNrER RD. A ,"IRON TRACT N 0 0 3 0 4 2 2 -1
y PIPE & TAG MARKED COUNTY IN SCHEDULE "A" C.O.ro�j�,�
ISSUED. � ,� i =' 2 �. PREPARED UNDER THE DIRECTION OF: CAP WELL MON. _ -
�+ No.3390, J / ,c,
THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 /S/ 0 ` 1984 ELEV.= 1425.301 SEINER, WATER & RECYCLED WATER COORD _$_ %
RESPONSIBLE FOR ASSURING THE ACCURACY OF ,� No6 30/
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHA A. C HM DATE: Expsi30ios * PLAN AND PROFILE 24 45
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY U,� CIWIV ��, fJ+J, GVIL �! 4" 4SHT. OF
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY 4TF �- /O 6 f . 0 D. GODDARD JR. R.C.E. 3?037 L 0 D E N CIRCLE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN CM-�F �' �� - fl aS 1 c In. DATE: �' REGISTRATION EXPIRES 6-30-06 SCALE:
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLD.AM DATE: H: 1"=40' V. 1"=4' p- , '$,
APPROVAL BY THE COUNTY. JN 14590-A
O O
0
�-
Rt\d_14590\phase-1\sewer-water\4590phtsw24.dgn
\\srv_rlbl\RtckStondords\fplotVIO\Pen\coiconp.pen
15-FEB-2006 10.29
9+71.92 STER ING_
6" FH PER SW.
DIG ALERT
WATER/SEW/RI 'YCL�D i" 44TER APPROVED BY:
EASTERNER MUNICIPAL WATER DISTRIC
TM
V - -
CALL
CIVIL ENGINEER OF SUBDIVISIONS DA E
INITIAL DATE
PROJECT ENG.
APPROVALS INSPECTION
BEFORE
YOU DIG!
1400-227-26M
UNDERGROUND SERVICE ALERT
WTR. OPERATIONS
Call at least 2 working days prior to excavating.
SWR. OPERATIONS
NOTE:
4r06 REC ADQ FIRE HYLRRJNTs
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
ENGINEER SHAOVAL LLUBE RESPONSIBLEIFORTDETERIWNING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
DATE
BY
MARK
ENGINEER
RE
DESIGNED BY: CPE DRAWN BY:
Z61"
-I C.G. 8" PVC C-900 CL 150
RECYCLED WATER
C.G.12" PVC
U-900 CL-150
-0
245\
1432.0
O�
TH
S=O.
0 'CL
10 11
i Zr,6-Z& "b- 2 3 9 1 TO 13+51.89 I
cr y P C)
CIRCLE / c� DW6. B-M2 1434.E �,, 1 +1 12e PVC C-900 C1
-150
)WG. B-362 PR z 8" WTR XING 8" SWR '
_j 8" PVC (1-900 CL-1 50 BOT 8" WTR 1426.87 20 W OF CL 11+6 6 R XE WAY
244 ®� Ld CO 11' S OF CL PR 7' TOP 8" SWR 1422.01 26+32.87 ROCKPORT RD
1432.2 A VARIES cn + _ SHEET 12" SIDE OUTLET
O � 7 �z^ 10+06.00 DREXEL WAY 253 ROCKPORT RD 12 FXH PVC -STEEL
2 4 0 ADAPTOR (S)
,off , FROM 5 Mz� 12" WTR XING 8" SWR 1434.7
2 4 3 O �433. m BOT 12" WTR 1427.47 3t � � � E3 I "
SEWER
�`' 241 N cn TOP 8 SWR 1421.45 VARIES FROM CL
1a32.1 �� 6" FH PER STD
14+32.72 TREMONJ DRIVE OWG. B 362 FROM MH 60
9+8y.00 DKEXEL WAY TO MH 31
oh 242 12" FLG'D TEE
12" r XH ADAPT (N)238 11+80.92 CL DREXEL WAY=
1432.4 12" FXH RSGV ct) 26+52 49 CL ROCKPORT RD
L \� 8 „ 1435.1 8 9 10 11+60.06 DREXEL WAY
XH nSGV (W)
o �J 12" PVC C-900 CL-150 1-12"x8" FXF REDUCER (W) v � 26+64.16 ROCKPORT ROAD
. 24` WTR XING 8 SWR
S OF CL 14+52.72 CL TREMONT R 5 a `' , 7 BOT 24" WTR 1427.24
10+00.00 CL DREXEL WAY PR 5 6 TOP 8" SWR 1421.96
V� 8a SEWER
11+87. 9 DREXEL WAY
VAf' ES FROM CL 14+61.72 TRFMONT OR �, v ' 1 2 3 26+65.79 ROCKPORT RD
FROM MH 60 10+06.00 DREXEL WAY I CL MH NO. 31 (SB-56)
CL MH NO. (SB-56) PR 11+75.07 DREXEL WAY
TO MH 61 126+65.06 ROCKPORT RD
Z 237 1 L 18" REC �� WTR XING 8" SWR
14� 35.q ��� H�'�� 254 BOT 18 REC WTR 1426.35
PLAN: STERLINC C:IRCI�E/TREMCNT 1435.8 ROCKPORT RD TOP 8" SWR 1422.02
15+00.00 11+1 -1" R VALVE
DRIVE & DREXEL WAY PER STD DWG PB-8 ���� 5 26+71 33 ROCKPORT RD
SEE SHEET 26 a PVC C-900 CL 150
� 40 20 0 40 80 120 11+6 DREXEL WAY 18"x18"x8" FLG'D TEE
1C+60 -6" TEMP BO 26+70 9ti ROCKPORT RD 18" FxH RSGV (E)
PER STD DWG PA-1 RECYCLED WATER 24" WTR PING 8" REC WTR 18" FxH ADAPTOR. (W)
GRAPHIC SCALE 1"- 40' 10+70.00 19' E OF CL BOT 24" WTR 1427.26 8" FxH RSGV (S)
8" HxH RSGV T P 8" RE ;'TR 1425.56
SEA! -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620FRIARS ROiD BENCH MARK:
Ess� TRAUSPORTATION DEPARTUNT / SANDiEGt3,CAy`1„i
ESS 619.29L0707
P'� A P F R O V E D B Y: _ (FAX}619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
!V cam. {� Vy rickengineerin..com INTERSECTION OF NEWPORT RD.
A. )T "'C� �. GO�Q•Q,pO sen [pegs e►side orange Phoenix Tucson PIPE TAGRMARK 0 COUNTY YIN
o.33950 �
$ ,�� _ PREPARED UNDER THE D RFC TAN F: CAP WELL MON.
Nf 0
Exp.6-30-06 I: _ S r` N0.33037 1984 ELEV.= 1425.301
APPR. DATE 1AL A. DATE: ,x Exp.6/30/06
CIVIL
VISIONS C0�'�TY ��qTF C1W1\- ��@' f / % �: S �S lb � �,�� _,o11r►� J D. QDARD JR. .C.E. �3037 SCALE:
CA��F ` Va-'- -C ! OF ���,���` DATE: EGISTRATION EXPIRES C-30 C.S
MRD CHECKED BY: JDG RECOMMErJDED- WILL DAK DATE: H: 1'=40" V,
pr
3
W;+•'N
12
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
0
p= 1 1- 50' 30"
950. 00'
196. 34'
Q
C:=14' 01 ' 19"
300. 00'
73. 42'
�3
A= 88' 47' 11 "
53. 00'
82.131
®
N89' 13' 51 "W
148. 1 1 '
NO' 46' 09" E
74. 00'
®
A= 2' 22' 38"
605. 00'
25. 10'
Q
N1' 36' 29"W
81. 81'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
t
N45. 14' 03"W
40. 59'
2
A=11 ' 33' 11 "
939. 00,
189. 34'
3
A=12' 33' 23"
200. 00'
43. 83'
4
t5-
NC' 46' 09" E
67. 26'
N48' 50' 48" E
14. 1 7'
N89' 13' 51 "W
130. 74'
67. 28'
NO'46'09"E
85.05'
tN89'1351"W
A= 2' 22' 38"
582. 89'
24. 18'
N 1 ' 36' 29" W
60. 99'
RECYCLED WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
NO. 46' 09" E
14. 00'
2
A= 2' 22' 38'
624. 00'
25. 89'
3
N1' 36' 29"W
76. 12'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N8' 40' 44" W
234. 31 '
2
N4' 10' 49" E
94. 10'
3
NL9' 13' 51 "W
149. 79'
4
N88' 54' 41 "E
38. 30'
5
NO' 46' 09"E
181.
55'
cli Cn
I.P.0402¢2 1. D. U-36/U-35
COUNTY OF RIVERSIDE S. A. 41/33 �CS
;
TRACT NO.30422-1 W. 0.
10%9
SCHEDULE lAm C . 0.
SEWER, WATER & RECYCLED WATER COORD-;
PLAN AND PROFILE SHT. 255OF 45
STERLING CIRCLE/TREMONT DRIVE
DREXEL WAY D_� o
JN 14590-A
R+\d_14590\phase_1\sewer_water\4590phisw25.dgn
\\6ry,rIOINRlckStonggr4J£\Iplgtvlg\Pen\ccicomp.pen
N
Lo
C.G.1 r PVC
C 900 C.1-150
L
p T�{ l \ F .
T
C.G. r PVC
C-900 CL-150
0
15 16 - - 17 18 18 20
w
U
0
w
F-
o
ow z
U Z0 ;NZ- Z un
v _
> _j w N w> a o> w ) 8" SEWER
�Nf-�oXN �✓�`" ^, N OF CL
LtJU Dcr<u_v) J co
VARlE3 FROM CL _ m = _ = c,
FROM MH BO tO z `� 8" SCR 12" PVC C-900 CL-1 • -i x x o X 0
TO MH 81 00 1'w U-
` VAIfS FROM CL 11' S OF CL Q, N N N N
N N FR A MH 82 N r- r- a0 00 t
J
WNOFCL MW� To H 259 \E260 U
�-s . 2 258 15L5.7)1435.5 tV
GO
$1 254 �: • °z 57 1436.0 PR
1435.8 2 5 5 a' + 2 5 6 O 1436.3
�i 1436.4 4,Z ■
N _j 1436.2 r'' �� + + PR O N W
+ PR PR PR (d) 4 V r
+ CA
Go co 4 11.8' 5 RW
i co 3 4 '� „ W
ao
W i 2 co
f ao ' N 8" PVC C4900 C1-150
4�01VSOFCL
m
' + m ►�
Q /2 3 7 PR PR • `, w �-
1435.4 0. 228 227 L tz co
N 236 2 3 5 � 1436.5 + o �C�P TO +lE V)r-o� w
' + 1436.0 O N.= w 6' 1434.4 ec o
14 3 5.9 N o�Y 0° t-
Ln
O + ell��1TiiERFEL� �. �-
t0-
Lni CIRCLE ic
F- a m 12" PvC C-900 CL-150 w x cn N
xmc� >Ln
w S�' EE 1 : �rtj c�,N� `� m 11' S OF CL � _ `- � f- a. U
12" PVC S OF CL CL-1 50 ~ .. 0rl- - o o cv C3 N + - N
WATER/SEWER/RECYCLED WATER APPROVED BY: xN comf-- 0!0 `
DIG A "PT EASTERN MUNICIPAL WATER DISTRICT = ; �o +M
Tr r- N N
joir
CALL. CIVIL ENGINEER OF SUBDIVISIONS 'DAf E xNX
PLAN: TREMONT DRIVE
BEFORE IN TIAL DATE , N 00 40 2U 0 40 80 120
YOU DIG!
PROJECT ENG.
1400-227-2600 APPROVALS INSPECTION
UNDERGROUND SERVICE ALERT WTR. OPERATIONS GRAPM SCALE 40"
Cal at IBE1St 2 M01-kill days pt-iIP t0 eXG9Y©tll'o SWR. OPERATIONS
NOTE. 4/06 REC / ROD FIRE* HYDRRNT SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 SANDIE CA92 BENCH MARK:
TRANSPORTATION DEPARTMENT 619.29.0707 92tt0
WORK CONTAINED WITHIN THESE PLANS SHALL st9.29t.o�o�
NOT COMMENCE UNTIL AN ENCROACHMENT � APPROVED B Y • �'��/ (FAx)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
PERMIT AND/OR GRADING PERMIT HAS BEEN
GO y rickenaineering.com INTERSECTION OF NEWPORT RD.
�0 A. Op �� & LINDENSER6ER RD. A 1"IRON
ISSUED. � Q• San ego ifiverslde Sacremmto Orange Phoenix Tuaon
���y h �p PIPE & TAG MARKED COUNTY IN
No. 33950
THE PRIVATE ENGINEER SIGNING THESE PLANS IS � PREPARED UNDER THE DIRECTION OF; CAP WELL MON.
�
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-06 / No,33037 1984 ELEV.= 1425.301
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE � � KHAL !�. OT A DATE: � Exp.6/30/06
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY f CIVIL !
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `rJ'� CIV14 �' JNJ D.GOD ARD JR. R.C. .3 037
ENGINEER SHALL BE RESPONSIBLE FOR DETERNI AN F ( Feel-N ►�e� 5 D o b C 11
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR SCALE:
�`��. DATE: � REGISTRATION EXPIRES 6-30-06.
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WIL,l,DAN _ DATE: H: 1"=40' �: 1"=4'
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
(
N89. 13' 51 "W
22. 74'
2)
A= 8' 4548"
300. 00'
45.881
& 14. 49' 49"
1034. 50'
267. 77'
A= 7' 52' 19"
300. 00'
41. 22'
5Q
N75. 02' 52" E
139. 40'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N89. 13' 51 "W
22. 74'
8' 45' 48"
31 1.00'
47.571
A=14. 49' 4911
1045.50'
270.61'
t0=
A= 7.52'19"
289. 00'
39.71'
N75' 02' 52" E
139.40'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
<j>
N88. 54' 41 "E
67. 56'
A= 7. 32' 33"
1028. 50'
135. 39'
3
t42
A= 6' 37' 19"
2452. 80'
283. 48'
N75. 02' 52" E
28. 64'
COUNTY OF RIVERSIDE
TRACT NO.30422-1
SCHEDULE "A"
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
TREMONT DRIVE
I.P.040242
1 . D.
U-36/U-35
S. A.
41/33
W. 0.
10969
C. 0.
COORD-$-:
SHT. 26 OF AS
JN M90-A
I 1
0
R.\d-14590\phone-1\sewer-woter\4590phisw26.dgn
\\Srv-rlbt\Rlck5tandordS\Iolotvio\Pen\colcomp.pen -
15-FES-2006 10.33
ul
to
��ET 34
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
Q
N75' 02' 52" E
140.171
22
A= 9' 48' 47"
300. 00'
1 51. 38'
Q
N84.51 ' 39" E
1 76. 00'
WATER DATA
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
INo.
1
N75' 02' 52" E
141.17
2
0=15' 4613311
289. 00'
79. 57'
3
N89' 10' 35"W
33.531
8" SEWER ,�, ffmI
I nye'yL
emu1435.2
W,;l rz 2 6 1
it ` 143�.3
PR
Lgo to c11 -
299
14 3 � 2 I
DPR 306
(1433.8)
SEWER DATA
N©,
DELTA OR BRG.
R US
LENGTH
REMARKS
1
N75' 02' 52" E
71. 03'
ql
:.. + 1 7 TREMONT iV -
C!�PR
21 22 24+03.80 LAMPLIGHTER LANE
r g Ul 1 1 — 2 CL MH NO. 53 (SB 56)
22+ CL T T V =
ju Q J `;
N D PR 23+97.44 CL LAMPLIGHTER LANE
X 2 3
�Alto a
u m 22+72. 2 TREMONT DRIVE
r 263 a ,.- 3' 2 +80.18 LAMPLIGHTER LN
1434.4 Z,� 298
1433.4 8" HxHxF TEE
i a ' 1433.0 - 8" FXH RSGV (W)
8" PVC C-900 CL-150 o N m �
+
11 S OF CL 8' PVC C-900 CL-150 at
VANS RROM CL 0 PR 308
FROM 22+09.55 0 1A33.0
TO KMME M N
o:
1
Mw
34
M d-
N OD
+
N =
N CD
PIT
WATER/SEWER/RECYCLED WATER APPROVED BY:
DIG ALE EASTERN MUNICIPAL WATER DISTRICT
TM 171O6 PLAN.: TRENIT DRIVE
C, CIVIL ENGINEER OF SUBDIVISIONS DATt
40 20 0 40 80 120
BEFORE *INLTIAL DATE
Y�J'i
PROJECT ENG.1-800-227-2600 APPROVALS INSPECTION GRAP C SCALE 1'= 40'
UNDERGROUND SERVICE ALERT I WTR. OPERATIONS
Cal at Fast 2 working days prior to exoavoth% 1SWR.OPERATIONS
NOTE.
REO CHANGE BLOW DFF TO FIRE HYDRAA/T SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER s C� 1Q BENCH MARK: I.P. O4(i2 2 1. D. U-36/U-35
II I � .
I 6g.�,,.a,�, COUNTY OF RIVERSIDE S. A. 41/33
I
WORK CONTAINED WITHIN THESE PLANS SNAIL @�E TRAM it�T ROVED BYE�ART MT ESS/ f;
NOT COMMENCE UNTIL AN ENCROACHMENT (feuc)A19.2si-au►s NT CO. SAL M-14-f,3 IN THE TEE
a A. ar aoo �,�ke t�ee�;.. corn & L900 T>r R � I T �, TRACT N 0 0 3 0 4 2 2 —1
PERMIT AND/OR GRAD114G PERMIT HAS KEA! �, ' + �kr O• �Q sa^ use r !I< L �3. A t I 1 W. 0. t0969
.i PIPE do TAG NICER COUNTY II!d
h 2 O CAP WELL MON. SCHEDULE "A" C.0.
ISSUED. , NO, 33 0 �c , ! d W � PREPARED UNDER THE. IRECTION OF: 1 4 ELEY.= i4 .301 SEWER, WATER & RECYCLED WATER COORD -R-j 5
THEPRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6 30 06 O� N0.33037
RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE � � rAAA. H DATE: t� rxps/30/06 * PLAN AND PROFILE
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK SHT. �7oF+
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY COUNTY J>' CIVIi 4 �',� CIVIL �� T RE M 0 N T DRIVE
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER R E V I S I 0 N J D. GO DARD JR. R.C.E. 33
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN l�Op �\F _ Y'. Cam-- _ _ _ s oS l e� � �� t SCALE:ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY:JDG MENDED-WILLDAI� DATE: �� DATE: REGISTRATION EXPIRES 6-30-06 H= 1 =qp� V; 1."=4'
D,
APPROVAL 8Y THE COUNTY.
- JN 14590-A
0
Q
Ri\0_14590\pha8e_t\sewer-water\4590phtsw27.dgn
\\srv_r161\RickStandards\IplotV10\Pen\aolcomp.pen
15-FEB-2006 10-16
DIG ALERT L
WATER/SEWER/RECYCLED WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
TM
" j•
9,1
CALL
CIVIL ENGINEER OF SUBDIVISIONS bA
INITIAL DATE
PROJECT ENG.
APPROVALS- INSPECTION
BEFORE
YOU DIG!
1--8W227-26M
UNDERGROUND SERVICE ALERT
WTR. OPERATIONS
Cal at hot 2 working clays prior to oxcavatkQ.
SWR. OPERATIONS
NOTE:
4106
ADD FRE HYDRAVrS
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
DATE
BY
MARK
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. I DESIGNED BY: CPE DRAWN BY: MRD
L
I C.G. r PVC
I C-400 CL-150
195
(jjL2 - 6)
a
P W".1-1 % I .
12
WES FROM CL
FROM W41
1431.k'
13
09
S
LIMITS ...........
... ........
2
2
vll
;-1 1901433.3 189 188 IR
8 7
185
C:
186 ClDj;4)
1432.2
00 v PC C'm CL-1 50 aCj� �18
VARIES FWW CL 8' PVC C-M CL-1 50
UNTIL 104�80.55 Q6 I I 1'S OF CL
In
PLAN: STARRING LANE
40 20 0 40 80 120
NOTE: FOR STORM DRAIN INFO
REFER TO '!STORM DRAIN
PLANS" FOR TR 30422-1 GRAPHC SCALE 1'= 40'
18
tu_ =4 3 1 =.O
w
8
Z_
UJ:r a.
wx<
F- LL 0 ct
N
GO > LD 0 x
•_j V) x
U- w U- L
+2 = =
M 00 00 GO 41
T.-
C.G. Ir PVC
C-900 CL-200
14 15 16
Z
81 SEWER
cli
VAMS FROM CL
4 U)
C=0 V
fn
FRW MH 4-2
T� 05M
3t
SHEET 35
fr,) ,,z:,,:
TO MH 32
ao., qw X
c*j
�B
Ln
C, Cr
';0
rom
4m
ul)
I
wRqw.0SK1PST0NEf+
Z F- 5: to 0
T< mc
X
In t+f F-
Fo- WAY
Ln +
, �_ 0
m
to + Z
Zo
0:
F-_ C =0
cli
202
203 03
2
"w
Lr)
ul a
F- (L
(,j00 -.1..,
-
L
1
z (1430.9
00
PR PR
00
A
PR
111
Ln
8 2
1430.1
+
Ld >_
Z
SKIpSTONE
183
WAY
(1430.5
ap-m= _uj
as >a-
SHEET 35
�-2QO<O>
V,
Ln b 00
) V)
i cr_ OC w
Ln
vNLL xx
xx=:
C4"�=
OD LL. LL_ X
U-
3(
u')
go
C.G. e PVC
C-900 CL-1 50
7
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
(a)
N31'50'52"W
106.85'
(a)
.& 38- 17' 53"
300.00'
200.53"
j(D
IN70. 08'45"W
106.27**
<2��
1,&= 12. 44' 23"
300.00'
66.71'
(:E) IN57-24'22"W
164.65'
FROM MH !32j
4
TO MIJ 44
z
Jul j
_j=00
Ixv-w
+ cc Us
TOM Ir PVC C-M CL-150
U) VAFNES FFK)h4 CL
FROM 15+52.45
+25.59 TO 16+0.30
FH PER STD. DWG B-362
15+72,170
8" WTR XING
12" SW
BOT 8" WTR
1419.39
TOP 12" *7!WR
1415.58
15+67.58
36u SD XING '6" WTR
BOT 36jSD
1422.11
TOP 90" WTR-1420.29
SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER %20 FRVM ROAD
SAN DIEGO, CA 92110 BENCH MARK:
M
TRANOPOSTATION DEPAIRTNT M/ 619.291.0707
APPROVED BY: (FAX)619.291.4165 rjck"&jn**vinz.com RIV. CO. &M. M-14-63 IN THE TEE
rl INTERSECTION OF NEWPORT RD.
*GO Sih mverA& udw" Ormge nmmnk Tucum & L94DENSOM M A I&IRON
17 PIPE & TAG MAftll) C"TY IN
No.33950
CAP WELL MOK
c- PREPARED UNDER THE DIRECTION OF:
;0
1984 ELEV.= 1142L301
Exp.6-30-06 140.33037 -
APPR. DATE KHALE A. OT MA DATE: Exv.6/'JO/06
CIVIL
CIVID.GODDARD JR. R. 3303t
ICOUNTY 17 QF' `��P
C-1 0S N OF C 1=4
DATE: 0151* REGISTRATION EXPIRES 6-30-06 SCAL - "111=41
CHECKED BY:JDG RECOMMENDED WI LLD!a- DATE: H: 01 V.
mmwm�
WATER DATA
No.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
N31'50'52"W
135.18'
& 38. 17' 5311
311.00'
207.88'
N70-08'45"W
106.27'
&= 12- 44' 23"
289.00'
64.26'
5
N57024'22"W
72.101
6
N56"50'39"W
92.551
SEWER DATA
NO.
DELTA OR BRG.
RAOUS
LENGTH
REMARKS
I
N31*50'52"W
106.85'
2
0= 28* 16'22"
294.00'
145.07'
3-
N67*50'13"W
111.44,
4
& 17* 58-* 57"
656.15'
205.93'
5
& 2' 17'20"
1821.71'
72.771
COUNTY OF RIVERSIDE
TRACT NO.30422-1
SCHEDULE %m
SEWER, WATER & RECYCLED WATER
PLAN AND PROFILE
STARRING LANE
1. D. U-36/U-35
S. A. 41/33
W. 0. 10969
C. O.
COORD
SHT. 28 OF4,5
D - 49c*�
141
Ri\d-14590\phase-1\sewer-woter\4590phlsw28.clgn
\\Sry -rlbl\RlckStan"ds\iplotVIO\Pen\ccfccmP.pen
15-FEB-2006 10,18
JN M590-A
r PVC C-900 CL-150 (•
17
I
001
27t
W41
1, 30
Z +
QO g m--------
N�r
WZz
W cc 3
I
81
1
.1 50
,JAILS MOM CL
FROM 15+52.45
T016+02.30
WATER/SEWER/RECYCLED WATER APPROVED BY:
DIG ALERT STERN MUNICIPAL DATER DISTRICT
TM
CALL CIVIL ENGINEER OF SUBDIVISIONS DATE
E
BEFORE INITIAL DATE
YOU DIG! PROJECT ENG. 4AVsue'
1-800-227-2600 APPROVALS INSPECTION N�1
UNDERGROUND SERVICE ALERT WTR. OPERATIONS /
Coll at bast '2 Working days prior to exomthg. SWR. OPERATIONS
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD
APPROVAL BY THE COUNTY.
Ro\d-14590\phase-1\sewer-water\4590phlsw29.dgn
gt;. IhI P ;'k<5tgn4rr,j51I�'nrvt `.RflnlggIcplp,nen
X
i N
N M c0
04-Q
Z ;
N
NIA NIO U
22 23
365
m
TR 30422-F
(TR 30422 PHASE 3)
Pam:I RINGi.ANE
40 20 0 40 80 120
DRAIN INFO
STORM DRAIN GRAPHIC `'CALE: 1"= 40"
Tip 30422-1
SE,'.- OUNTY COUNTY OF RIVERSIDE AL -ENGINEER 5620FRIA1E3ROAD BENCH MARK:
"IRAllIiIORTATI1 ailA�iTMNT 6ANaco,CA92„o
ES$/ 619.291.0747
ESS1 o vY (FAX)619.291.4165 RIV. CO. B.
AP ROVED BY: M. M-1q-63 IN THE TEE
0 rickety '.n•arin .com INTERSECTION OF NEWPORT RD.
A. :, • �4V �.GODQ San 9RN cnmento Orange nfic Tucson & LINNBERiaER Fes. A ?IRON
' PIPE & TAG MAMED COUNTY IN
CAP WELL MON.
33950 ��/ C o PREPARED UNDER THE 1 ECT ON OF:
_ Exp.6-30-06 40S r N0.33031 \ 1984 ELEV.= 1425.301
APPR. DATE gHA A. O%T4 DATE: E)gao.6 30/0s �!
4 CIVIV �Q RD %�► J Ff D. ODD U.C.E..C.E.33037 SCALE:
COUNTY qTF� ca��k ��` Q. C— S ('4S'a` '` C �\�I DATE: R ISTRATIOiJ EXPIRES 6-30-06
\_:... RECDM�`rNPED-WILLDAI�I DATE_: H:_ 1 40 V: 1 -4
CHECKED BY: J['
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
p=14' 20' 11 "
1600. 00'
400. 35'
Q
p= 20. 47' 20"
800. 00'
1 290. 27'
(3
N63- 51 ' 31 "W
1 85. 79'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N56' 50' 39" W
109.74'
2
0=13. 46' 28"
1588. 00'
381. 77,
3
p= 20' 47' 10"
812. 00'
294. 58'
4
N63' 52' 23" W
37. 88'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
<1>
p= 6' 18' 31 "
1821. 71 '
200. 58'
2
N46. 20' 14" W
256. 56'
3
p= 8' 37' 28"
794. 00'
119. 52'
I.P.
COUNTY OF RIVERSIDE
TRACT NO. 30422-1
SCHEDULE "A"
SEWER, -WATER & RECYCLED WATER
PLAN AND PROFILE
STARRING LANE
Nm
N
lw
)2¢2
1. D. U-36/U-35
0
S. A. 41/33
�;
W. 0. 10969
C. O.f FS?5&4 l7
COORD jj-$19%
SHT. 290E 45
O
JN 14590-A
-
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
Q
N38.25' 11 "E
385. 72'
m I
u
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N38' 26' 59" E
420.93
SWEET 29 4^—/N"7 ��
�
,q
LANE TTOP 81' S 141-8.37
+„ ,,,
30 50 RING 8 WTR 1 7 5 �
30T D SO 1422 57 1432.1
`�
� �:
W �,
o
0. 11 W OF CL
3 3
3 3 2 3 3 3
1434.4 1434.9 14+
PR 6" FH PER STO. DWG. B-362
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
TOP 8" WTR 1420.25 ;,;
z 3 2 9 N
141
3 3 Q
1434.1
1
N38' 25' 1 1 "E
380. 20'
8" PVC C-NO CL 200 J �_ V � % - - - L�
1V W OF CL 1432.3 PR PR 1433.6
PR 14+1 .6'
W Y CI C= ;,. 13
+
V AV AR PER STD. DWG. B-598
20+8 .80 STARRING LANE ; ; 1
8" FLG'D TEE 1 PR
8" FXH RSGV (EA N �-
,,. 13+ 72
8" FXH ADAPT (N)
o CL TERMINUS MH N0. 47 (SB-58)
O
335
+ Y PR O PR a,rR 14 3 4.9
20+95.65 CL STARF04G LANE
1 73 WE OF CL PR PR
�39 342 341 340 339 33
1433.9 W 1433.0 1433.3 1433.6 1433.9 8 3 336
STARRl 1434.2 1434.8
E cat^ 1434.4
J Ln
L0
SHEET 29 W
CDm
VI
N
3N�
Z
Lo
f��
O
WATER/SEWER/RECYCLED WATER APPROVED BY:
DIG ALEPT EASTERN MUNICIPAL WATER DISTRICT
TM
CALL -Cl IL ENGINEER OF SUBDIVISIONS DATE! PLAN: D ,BURY CIRCLE
BEFORE INITIAL DATE 40 20 0 40 80 120
YOU DIG! PROJECT ENG. � NOTE: FOR STORM DRAIN INFO
1-800-227-2600 APPROVALS INSPECTION PLANS" FORSR"STORM DRAIN GRAP SCALE i= 401
UNDERGROUND SERVICE ALERT WTR. OPERATIONS �-
CaN at jowt 2 wwking days Pry" tO ®XGavutkx� SWR. OPERATIONS — —� SEAL- N IN R 9620RRIAM6 A I.P.0402#2
SEAL-COUNT35
Y COUNTY OF RIVERSIDE SAN DIEGO, CA 92110 BENCH MARK: COUNTY OF RIVERSIDE I•o. u-36�u-
4/D6 REC / ADD FIRE HY,0,fg1'TS TRAM TATION D ANT NT �t9.2st.o:o�
NOTE: ESS� s. A. 41/33
APPROVED $Y: �� (ffAaE)�t9.Z�it.41fi5 RIV. CO. B.M. M-14-63 II"' THE TEE
WORK C014TAIWD WITHIN THESE PLANS SHALL r1 .ko" naerin .corn INTERSECTION OF NEWPORT R0. W.O. 10969
NOT cOM NCE UNTIL AN ENCROACI NT �o A. 0 j � �� ' �. GODp �„ ° Y e PIPE & TAG MARKED C"TY IN T R A C sC1 0 3 0 4 2 2 -1
PERMIT AND/OR GRADING PERMIT HAS BEEN .,mnE® k woon & LIEN>6ER A 1 IRON
r C. .
CAP
ISSUED. , 3 4 s n / c- MOK
PREPARED UNDER THE DIRECTION OF: ALL ELEV.= t4 5.301 SEWER, WATER & RECYCLED WATER COORD - � %
No.THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-06 S ! O G � � N0.33037 � � � PLAN AND PROFILE
RESPONSIBLE FOR ASSUR114G THE ACCURACY OF APPR. DATE �r } KHALE A. OTH AN DATE: tr Exp.6/30/06 SHT, OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK sl CIVIL �� O OD B U R Y CIRCLE
IN THE EVENT OF DISCREPANCIES ARISING AFTER Cvl_" T I REVISIONS CI Vt� �� N D. ODDARD JR. R . 33037
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER COUNTY4�FAF c►►��F ���,`- �--' -S ��S �- SCALE:
RESPONSIBLE FOR DETERMINIt4G AN '� � � DATE: �� �� REGISTRATION EXPIRES 6-30-06 1"=40' Ve 1„=4 D-��
ENGINEER SHALL BE E H•
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CHECKED BY: JDG RECOMMENDED-WILLDAK DATE:
APPROVAL BY TFE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD
JN 145'DO-A
R+\d_14590\phdse_l',—r_woter\4590phisv3O.don
\\srv_rlbl\RlckStcndcrds\IpiotVi0\Pen\ccicomp.pen
.09+-28
—J
. . . ....... . .
............... .... .... .. ..
....... .
............. .
t
p
L
4 4. 7
?
.... ..........
... ... ......
. .. ......
. ... .....
. ........
......
rr
........ . .
....
—4 A
ui
. ....... ...... .. ..
... ... ... . . .....
. ... . ....... .
.. .... ....
..... ... ...
.. . ..... ....
...... ... ........
.. .. ......
. . . ...........
........ ...
....... .... .... .. ......
...... ...
. ................
........ .... .
........ ......
.. .... ....
.......... ....... . . . . .........
r 4
c
. . ...... .
.... ......
4__
U-
......... . . ...
. . ...... .. ....... ... .... ...... . .. ... ... j.
....... ...
. ..... ....
..... .... .
. ...... .
-y
. .........
X
cla
.. .........
......... ....
-4-
......
r 4
+
+
cc....
. .....
. .... . . .....
qw
..... . ... ....... ... . _
...... .....
J
... ..... .
.. ....... .... ..
Z
ORCOOSED
Lo
..........
... .......
- — -,- ..... ..
4
4
..........
JUR!*lf
+
.. ....... . ......
. ... ...... . 4-
.... ..... .. .
. . .......... .
. . ..... . ..
t
... ...
d:
. ... .. _4_
... .... .
..... ......
. ......
C.G. r Pvc
. ... .... . .
. . . . ......... ....
Ji
j
. ....
-.1 ..........
. . ........
.............
c4OO CL-1 50
M THO
__j
... . ......... j ..... .......... . ..... ... .
... ..... . ........ . .. . .
�4
J.
. .......... .. . ...... . ... . .. . ........
. ...... . . ...
.....
.....
. . ..........
....... ....
............
i,-+---f . ... ......
.... ......
-4-
. ... ..........
4
. . >
J
. ... ..... . . ..
4
..........
's
. .... .... ..
.. ........
...... ..... . i�
4
L _--l.
. . .......... ........ ..... .....
_J . ...... . 4:
7_1
...........
....... . . ... .... .
............ . ........... . ..... ... . .. . .
. ..... . . ... ....
_4 4
.
........ . .. . . .
. ............ . ......... .......
....... . ....
. .. ... .... ... ...
. ..... . .......... ...
.. ..... .....
—4. - —
4
t
+ t
....
... ......
............. - ,
4 . . ..... .. .. ..
ii".1.1- - �i 1,1111
hA 9
0.00
........ ......... . ......... .... ......... .
+- w___::: ..... ...
- `�
. . ....
+
4_,
... . ...... . . . . . . . .........
.... . . . . ....
4
...... . ...
A
N,7
AL
71-W!
C*4
....
4
+
-4-
. . ........
............. ...........
.........
. .... . ...
. ...... 4
4
. . ....... .. . . ........ ....
_J
-A.
. .. .... ... .. ...
......... ....... ...... .....
. . .. ...... ........
.... . . .. .....
.... . ........
4
. .... ..... .
. . . . . . .. ... .......
...........
...... ....
4, - -1
.. .....
..
....
....
......
4
..... . ... ...... . ... ... . .... ...... ......
............. I I
- ........ .. .... . ......
. . .... ..... .... . ...
. ........ . . .
-AL
r
R 4STR
+ -
... . ...
T
rS
. . . ........... . . . ........ . . .. ........ . .
-,--'4
-4 _4_
41
4 _j
..........
SEVER
.......... .
. ........ .
'Ain
-4- 4
. ..... . ... ...
... . .......
... ............. .............
. .... . ... . .......
.. . ..... .
r
..........
. ..... . ....... 4,
. . ........ .. "'N
-4
T'
...........
............
--4—
4-4
....
......
K
3
7"`
4
.......... . . .... . ...
........ . . .
........ . .
-4.
t
4
... .......
... ....... _Ji.
............ .............
4 .......... .
4
wl=
7
..... ......... . . . .
:1.
'4
t r
J.. ..........
......... . ..
10
1 1 12
CENTERLINE DATA
NO.
DELTA OR BRG.
RADAIS
LENGTH
REMARKS
(2D
N23- 27' 5YE
152.52.
WATER DATA
NO.
DELTA OR BRG.
R"S
LENGTH
REMARKS
N23*27'53"E
172.55'
N68-2753"E
33. 82'
b"roirm 1 90%F
I - - - . ANk I r Pvc C-400 CL-150 n r) � /�t
STARFU14U
185 LME
10+06,00
8" WTR XING 8" SWR
MAT All WTO IAIA mr
1 VW OF CL I
196 197
1431.4 Cl 473 .7
im 00
SEWER DATA
NO.
DELTAOR BRG.
RADIUS
LENGTH
REMARKS
N23027'53"E
146.13
TOP 8'.
J 132.1 A3
e
9+A8_.28 D_ARMWQE QURT
13+49.44 STAORW4G LANE
8" FLG'D TEE
8" RSGV FXH (N,W) 18 4 1 1 1 1p
8" FXH ADAPT (E) PR 11+82.63
-362
611 FH PER STD. DWG. B
IQ+00, CL DAftfl" CotumR -
13+6i.iS CL STARRM LN PIR
R/W
183 200
1432.3
UZ 202
+
STARRMMG &n (iiio_- -9-) 11" AV/AR PER STD. DWG. B-598
I� 201
LME -MR
Ir a 1 �2.4
SHEU 28 !V- WE OF CL
iw�
4D
+1+
WATER/SEWER/RECYCLED WATER APPROVED BY:
DIG A EASTERN MUNICIPAL WATER DISTRICT
Ym i.,%,X 3 - 1064., L hitc PLAN,: aAVMRlDQE COURT
CALL' CIVIL ENGINEER OF SUBDIVISIONS 'DATE 40 20 0 40 80 120
BEFORE I TI DATE
YOU DIG!
GRAPHC SCALE 1` 40'
PROJECT ENG.
1-800-227-2600 APPROVALS- INSPECTION
UNDERGROUND SERVICE AURT WTR. OPERATIONS
Cal at hoost 2 worklN dwp prlor to 9XwWk-0 SWR. OPERATIONS SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRtMO ROAD
NOTE: � I SAN DIEGO, CA 92110 BENCH MARK: I,P*040242 I.D. U-3r*/U-35
WORK CONTAINED WITHIN THESE PLANS SMALL VOESS TRANSPOATATION DZPARTWNT ESS/AA. 619.291.0707 COUNTY OF RIVERSIDE S. A. 41/33
APPROVED BY: (FAX)619.291.4165 RIV. CO. S.M. M— 14-63 IN THE TEE
NOT COMMENCE UNTIL AN ENCROACHMENT A. 0 vuuo rickerilln*erins.com INTERSECTION OF NEWPORT RD. W.O. 10969
PERMIT AND/OR GRADING PIERMIT HAS KEN Son 19fto Overside soeftvwft O—P Phoonbi Tucs" at LINDENBEIRCER RD. A IlRON TRACT NO.30422-1
ISSUED. PIPE & TAG MARKED COUNTY IN
140. 33M c- PREPARED UNDER T IRECTION CAP WELL MON. SCHEDULE 'A" C. O.a�jwc7p
-1 :0 SEWER, WATER & RECYCLED WATER
THE PRIVATE ENGINEER SIGNING T14ESE PLANS IS Exp.6-3D-06 0 _(r t4o.33037 - 1984 ELEV.= t425.301 COORD jj:8:jj:jl
5
RESPONSIBLE FOR ASSURING THE ACCURACY OF MARK APPR. DATE KHAL A. 0 T�� DATE: Exp 6/30/06 PLAN AND PROFILE
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY -41 %�h CIVIL SHT.310F_45
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY — J> Ivi
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY elljoV H GO ARD J1R. R.C.E. 33037 SCALE: DAWNRIDGE COURT
RESPONSIBLE OR DETIEWANNIG AN CALA s lox) a (-
ENGINEER SHALL BE , - c - DATE: m EGIS RATION EXPIRES 6-30-06 H: 1"=40' V: 1"z4'
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DATE:
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY;JDG RECOMMENDED -WILlDjkW D -
JN 44IM-A
to
d-14590\phose-l\se.er-water\4590phls.3l.dgn
I
IQ+06.44
8" WTR_ XING 12' SWF
BOT 8" WTR 1423.22
TOP 12" SWR 1416.23
8" HxHxF TEE
8" FXH RSGV (N) 1 7 8
1431.$
T T RT
WATERISEWER/RECYCLED WATER APPROVED BY:
DIG A EASTERN MUNICIPAL WATER DISTRICT
TY I L
CALL CIVIL ENGINEER OF SUBDIVISIONS DATE
BEFORE INITIAL DATE
YOU IVI6I PROJECT ENG.
1-800-227-2600 APPROVALS INSPECTION
UNDERGROUND SERVICE ALERT WTR. OPERATIONS
Call at least 2 working days prior t0 6xcmtki% SWR. OPERATIONS ---
NOTE: 4106 REC I ADD FIRE HYDRA Nrs
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS KEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE 1 BY MARK
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERUMING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE
APPROVAL BY THE COUNTY.
REVISIONS
DRAWN BY: MRD
10
SHEET 29
STARRING
LANE
STAR*
LANE
SHEET 2S
CHECKED BY: JDG
APPR. DATE
COUNTY
11
Fa
12
PLAN; LA. L.JQHTER LANE
13
40 20 0 40 80 120
mmmmmmmw
GRAPHC SCALE 1'6= 40"
SEAL -COUNTY COUNTY OF RIVERSIDE
P E ,_ TR# ORTATIO APPROVED BD9PA�RTIONT
p A. 0? Y
N ' No. 33-30
Exp.6 30-06
�r CIV►
F OAF
HALFX A.
RECOMMENDED -WILLDAN
y-l!F-foG
DATE:
Vorjob
DATE:
MI
ESS/
GODp,,�
h� 4
� No.33037 '
* Exp.6/30/06
4r� CIVIL �!
OF C�.��'
C.G. 8" PVC
C-900 CL-150
61
15
4 SAN DI€GO, CA 92110
619.291.0T07
(FAX)619.291.4165
rickenginaerin ,.com
Son oftigo .N. Mwenk Tugon
PREPARED UNDER THE DIRECTION OF:
_ v
'04 D. kDDkR_6 JR. . .E. 3037
DATE: REGISTRATION EXPIRES 6-30-06
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
(�ID
N36' 44' 47" E
292. 20'
Q
A= 20' 46' 42"
573. 00'
207. 80'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
I
N36' 44' 47" E
302. 72'
_ql
Ar 20' 46' 42"
562. 00'
203. 81 '
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N36' 44' 47" E
286. 49'
2
A= 20' 46' 42"
579. 00'
209.971
BENCH MARK:
RIV. CO. B.M. M-14-63 IN THE TEE
INTEROECTION OF N EWPOR�T RD.
PIPE k TAG MARKED C"TY IN
CAP WELL MOfN.
1964 ELEV.= 1425.301
SCALE:
H: 1"=40' V: 1"74'
COUNTY OF RIVERSIDE
TRACT NOe 30422-1
SCHEDULE "9A"
SEWER,WATER & RECYCLED WATER
PLP N AND PROFILE
LAMPLIGHTER LANE
LP.040242
1.D. U-36/U-35
S. A. 41/33
W. 0. 10969
C . 0. ,
COORD 23-8-j ;"'
SHT. 32OF AS
i
ON
R.\d-14590\phose-1\sewer-woter\4590phtsw32.dgn
\\srv_rlbt\RtckStondords\lplotVIO\Pen\cOICOM.pen
15-FEB-2006 09,30
DIG A LERT
Til I
CALL
BEFOlm
Y4DJ MI
1--227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to exoaVeth%
WATER/SEWER/RECYCLED WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
). (� I
CIVIL ENGINEER OF SUBDIVISIONS DATE
APPROVALb
INITIAL
DATE
PROJECT ENG.
INSPECTION
��-
I WTR. OPERATIONS
SWR. OPERATIONS
-
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE LNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS KEN
ISSUED.
Olds
R
FIRE HvoAwNr
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL
ENG ER SEH D RING BE RESP014SIBLE STRUCTIOFORTHE DETERMINING AN PRIVATE
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
DATE
BY
MARK
ENGINEER
REVISIONS
DESIGNED BY: CPE
DRAWN BY: MRD
15
m
-r
287
1432.5
PR
16
288
1432.1
C.G. 8" PVC
PRPR
318
n 1432.4 31 7
1432.1
rl T 12' SL
6' E OF CL
J
U
APPR. DATE
COUNTY
CHECKED BY:JDG
17
v PVC C-900 CL
IVWOFCL
289
1431.8 PR
L`1;3
316
1431.8
1
, VERT. 1'=4'
iv
I3oM
M �
N
X39:N
Ni-tiD�
0
+;F-o_
= 00
w- a0 m I--
Il- z
291
N
°+°
14 31.0
290
1431.4
„
18
Pa 314
315 1431.2
1431.5
Z
PLAN: LAMPLIGHTER LAME
40 20 0 40 80 120
GRAPRC SCALE 1= 40"
w
tN
Z
w�
w�
i- N
0cr
JX
U- U-
a0 OD
0-PEN
SPACE
LOT 36
19 20
k
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS -
LENGTH
REMARKS
Q
& 28' 13' 2811
573. 00'
282. 27'
Q
=10' 23' 5811
300. 00'
54. 45'
N1' 51' 25"W
79. 93'
®
&= 4' 50' 14"
987. 00'
83. 33'
•
PVC C-'M CL-150
VI ES FROM CL 8' PVC C-No CL 150
FROM 18+36.72 11' W OF CL.
TO 19+16.6.4
-74
WATER
DATA
N0.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A- 28' 13' 28"
562. 00'
276. 85,
2
0= 1 3' 29' 51 "
31 1 . 00'
73. 26'
3
& 5' 12' 47"
289.00'
26. 30'
A= 6. 57' 09"
998.001
121. 10'
292
h
®��'�
{it I 1�ypTER
WAY
SEE MEET 41
jw
Ln
i
m
V)
z
rJ
31 3 4K
1431.E
VARES FWN CL
FROM Wi 51
M [ICI 52
SEAL -COUNTY COUNTY OF RIVERSIDE
wjurfurmXL u BENCH MARK:
Ess� TRAM RTATIOM QEPART T ESSI 61N ,C42„fl
619.291.07(!7
APPROVED BY: (FA*-19.291.4165 rickev> sariscom M. RIV. CO. B.M-14-63 IN THE TEE
, IN CTION OF NEWPORT RD.
A. pr ,y s ©* GOOQ„moo„ & L RD. A 1" IRON
33950
Exp.6 30-06
it
`� CIV1�.NIt
4�F � CMLX*T'
MM & TAU POPM= COUNTY 174
l c- PREPARED UNDER THE DIRECTION OF: CAP WELL MON.
% r 0 (' No.33037 1984 ELEV.= 1425.301
KHAL A MA DATE: Exp.6/30//06
�'��. CIVFL ' ��'; 33037
�_ e. '�' N D. D A . JR.
S l'us to(. OF G � DATE: REGISTRATION EXPIRES -30-06 rCALE:
RECOMMENDED- WILLDAN DATE: 1"=40' V. 1"=4'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
& 28' 13' 2811
579. 00'
37. 62'
2
A= 24' 30' 0511
579.00'
247. 60'
3
N4' 28' 39" W
105. 62'
4
A= 6' 26' 35"
981.. 13'
110. 33'
COUNTY OF RIVERSIDE
TRACT NOe 30422-1
SCHEIBJLE "AA'
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
LAMPLIGHTER LANE
I.P.0402* 1 . D. U-36/U-35
S. A. 41/33
W. 0. 10969
C. 0.igiFffiw
COORD
SHT.:3.'30F d5
-_�
JN 44590-A
al
cm m
0
F_
R+\d_14590\phone-1\sewer_woter\4590phisw33.d0n
\\srv_rtbt\RlckStdndordsv plotVl O\Pen\cotcanp.pen
15-FES-2006 08.29
IN
J
C�
DIG ALERT
TM
CAM.
BEFORE
YOU Mv.
1-227 2600
UNDERGROUND SERVICE ALERT
Cal at least 2 working days prior to exc©Vating.
WATER/SEWER/RECYCLED WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
CIVIL ENGINEER OF SUBDIVISIONS bATE
JQTIAL DATE
APPROVALS INSPECTION --
WTR. OPERATIONS
SWR. OPERATIONS
4106 )?EC / ,09 FIRE HYDRt9NT
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COi1MI1E14CE UNTIL AN ENCROA H ENT
PERMIT AND/OR GRADING PERMIT HAS KEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. DESIGNED BY: CPE
REVISIONS
DRAWN BY: MRD
CHECKED BY: JDG
C.G. V PVC
C-900 CL-1'50 .
21
SEAL -COUNTY
A. OA
h
No. 33ii50 i
_ Expr6-30-06
A''1`1 DATE
COUNTY `04r�'OF VI
23
Az \ViIV wu uu V
N
PLAN: N"ER LANE
40 20 0 40 8o 120
mommmummi
GRAPM SCALE 1% 40'
COUNTY OF RIVERSIDE
TRAN#PORTATION ©191PART NT
AP'PROVED BY:
KHALEZ A.
DAT :
RECOMMENDED-WII.Ys•D�AN DATE:
:AL -ENGINEER
-' N0.33037
>r Exp.6/30/06 s�
f, CIVIL �!
OF C.�
U
N
25
SAN DIECU, CA 92110
619.291.0707
(FAX)619.291.4165
rickensineerinx.com
son ,awwaw smawneftgrange rnoewx Tuaon
PREPARED UNDER THEE DIRECTION OF:
J)N
'1u. jjjjlii/�
D.NGODDARD JR. .C.E. 33037
DATE: REGISTRATION EXPIRES 6-30-06
BENCH MARK:
RIV. CO.8.M. M-14-63 IN THE TEE
INTERSE: TION OF NEWPORT RD.
& LINOMJERI ER RD. A 1" IRON
PIPE & TAG MARKED COUNTY IN
CAP WELL MON.
1964
SCALE:
H: 1"=40'
ELEV.= 1425.301
V: 1,_4,
CENTERLINE DATA
NO.
DELTA OR BRG.
RADUS
LENGTH
REMARKS
(J
& 4' 07' 20"
987. 00'
71. 01 '
Q
& 16' 36' 18"
500. 00'
144.911
Q
A= 10' 16' 18"
300. 00'
53. 78'
D
NO' 46' 09" E
120. 39'
05
A= 7' 38' 08"
300. 00'
39. 98'
Q
N6' 51 ' 5911W
50.001
Q
N6' 51 ' 59" W
1 68. 00'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
V
& 4' 07' 20"
998. 001,
71. 80'
2
=16- 36' 1811
489. 00'
141. 72'
3
=10' 16' 18"
311. 00'
55. 75'
4
NO' 46' 09" E
110. 51 '
5
NO' 46' 09" E
64.071
6
N21' 43' 51 "W
129. 57'
SEINER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1 >
©= 4' 07' 19"
981. 13'
70. 59'
2
N0' 57' 39" W
333. 02'
3
N4. 17' 19" W
144.741
COUNTY OF RIVERSIDE
TRACT NOa 30422-1
SCHEDULE 'V
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
LAMPLIGHTER LANE
I.P.040242 1. D. U-36/U-35
S. A. 41/33
W. 0. 10969
C. 0.�v
C OOR D=g=.;
SHT. 34OF 4J
N c"
e�
0
Rf\d_14590\phase_l\sewer_woter\4590phtsw34.dgn
\\srv_rlol\RlckStandards\lpIotV10\Pen\calcortp.pen
�d
� J ^
p
36` O z g -
F-- U ... 1-- W
+17 , , g > 0
1 " W XR4G 12" REC WTR ; 12° 1Aii'R PVC C-®A(i CL- a N
BOT 124' WTR 1419.84 v-CD
�
FAA
TOP 12" REC WTR 1418.17 Uti� 11+8 ®6 '°"��___
+ 7 = I- a:tLITEl OTI%1 I. tn
txi U-
r+�
11
SW TO !
•r
+
I? WTR 2s
BOT 1211 WTR 1419A Q 3 N=00
Nm
TAP 27 SWR 1415.27I .-'q
CIz e;v c
3X4G 2Si " T
SD 421.70 + ; p
ov•'SOT 3;
TOP 27" SWR 1415.28'�- 12" WTR PVC C CL-2t10
0-A(7z 3e N 12.5' W OF CL
9++7 _ TLA WAY , 11 IV I
1 ,1 82 T "00 N00
Q 203 I ?n� �o
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
(
N31 - 03' 47" E
100. 01 '
&= 5' 41 ' 08"
300. 00'
29. 77'
3Q
N36' 44' 55" E
1
270. 23'
WATER DATA
NO.
DELTA OR BRG.
RA 1US
LENGTH
REMARKS
1
N29- 36' 07" E
110.361
2
A= 7' 08' 48"
400. 00'
49. 89'
3
N36' 44' 55" E
1
266. 35'
" Y. J I'1JV. I�
m o 1430.2 14 31.5
12" FXH �GV (N) ,,.. .�----- I 1431.1
(3Y OTHERS) ,: �:PR PRNO.
RECYCLED WATER DATA
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
c�74cn `'�` - - `- �"
1
N31' 03' 47" E
109.79'
V�r zt��
B0T 36" SD'qv 1421.54FYI 2 ( - --- ._ 436" -- -- ---------- r
TnP Ull WTR 1420.26 1 12. -_-- ____----_=_�______ ____ L W
+7'= 611 R
" WTA= _ -----_ _-- -
-- - ----
BOT 36" SO 1421.50 - - __ _ - - - -
r
TOP 36" WTR 1420.26 �- - - _ - - - - - - - - - - 36" CP UJ
`'
ul
" 36" WTR
XJING I -:__ PR PR PR
BOT 3611 SO 1421.59 - 279
I
SEWER DATA
NO. DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N31- 02' 26" E
186. 52'
2
N36' 44' 55" E
206. 20'
TOP 36" WTR 1420.25 12 DER
+ T WAY= 1430.1 �It �� 6 6' E OF: CL 277
_'29+IT.67 CL TIRES LAGM ,(�LO
,�.- 278 1431.E
� J to -
SOT 36" SO 142t.60 �.. m
NOTE: FOR STORM DRAIN IWU TAP 27" Sit 14t5.29 I °° a ` ' '' In I V) z in ac
REFER TO "STORM DRAIN N a .- "`: ' a � N
PLANS" FOR TR 30422-1 X ° N
�? ti
36 �X 27"WR �`+ 'r`n Y r�NMco
BOT 36SD 1421.7 C3• w-
Ilk
WATER/SEWER/RECYCLED WATER A OWED BY: TOP 27" SWR 1415.29 _ > o Q� ��' Z a+0i -a.
EASTERN MUNICIPAL WATER DISTRICT + T m ` WK � M o vi • �Mm�
DIG ALE R'T 2 + 1. 4 LA s ul
Tu CL MH NO. 6' (SB-53, D=601 + o i` > x rn zo 6r - I- + v
LI ?�"A (. 1O+A'?,Q r*- 1 + T W �_ m�- x w j + o°� + + 1-
CALL CIVIL ENGINEER OF SUBDIVISIONSin
A E 36" S XING 12" NBC WTR 8" FLG'D SIDE OUTLET (N) - - 0
BOT 36" SO 1421.80 8" FxH RSGW (N) ~ �' `° °" ~ PLAN: SKIPSTONE WAY
BEFORE ! TIAL DATE TOP 12 REC WTR 1418.15 +
PROJECT ENG. O 1 +1 .33 80 Pvc C CL-150 40 20 0 40 80 t20
1-8U0-227-2bt)0 APPROVALS INSPECTION _� 12" REC WTR X G i ' S " �X G i C REC � 1W E
UNDERGROUND SERVICE ALERT WTR. OPERATIONS -' BOP 12" REC 141 1418.44 TOT 12 50 1421.63 GR�1Pi•�C SCALE 1" - 40'
Cad at least 2 working days prior to elcc+et�. SWR. OPERATIONS TOP 12" SWR 1415.20 TOP 12" REC WTR 1418.16 WARMS FROM CL 11+00 PO 11+;,0
F RIVERSIDE SEAL-ENGINr_E %20MIA" ROAD I.P.040�i t I. D. u-36/u-35
NOTE: 4/06 EC / RLdD FIRE Hy�iSwr SEAL -COUNTY COUNTY 0 SANDIEaO CA92110 BENCH MARK:
TRAM WI)ATATI'ON D2#, AAT MT 619.291.0707 COUNTY OF RIVERSIDE S. A. 41/33
WORK CONTAINED WITHIN THESE PLANS SHALL ESS�
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.41b5 RiV, co. B.M. M-14-63 IN THE TEE
rieken ln*srla .eom INTERSECTION OF I�IEWPORT RD.
T AND/OR GRADING PERMIT NAS KEN p A. p� � O• GODn�
FERMI ,h ,� a s.n ` o O -nmr, & L A 1- I1�0" TRACT N O. 3 0 4 2 2 -1 W. 0. 10969
h ? �+' CAP WEPIPELL MON�� COUNTY IN SCHEDULE '94" %
C. o.PAilt
ISSUED. , Nc.3 �c n o �. _ PREPARED UNDER E D ECTION OF: _ SEWER, WATER & RECYCLED WATER COORD�-;
THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6_30-06 1 Q 191�+1 ELEV.- 1425.301
RESPONSIBLE FOR ASSURING THE ACCURACY OF No63037 PLAN AND PROFILE
DESIGN AND ACCEPTABILI
TY OF THE WORK HEREON. DATE BY MARK
APPR. DATE � �. KHAL A. OT AN DATE: � Ercp.e/�/os * . SHT. ��OF
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY b ��' CIVIL �!
APPROVAL OR DURING CONSTRUCTION, THE PRIVATEJO N D. DDA J . R. .E. 037 S K I P S T ON E W A Y
SHALL BE RESPONSIBLE FOR DETE AN ENGINEER REVISIONS COUNTY�FOFI`V+l� ��_ Ip C,^ _ �bs oSCALE:
ENGINEER � � CA�� DATE: Is/(,I,(
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR CHECKED BY: JDG REC0 11S ENDED-WILL0soR DATE. EGISTRATION EXPIRES 0-06 1"=40' V% 1"=4'
DESIGNED BY: CPE DRa�+N BY: �tI2D H
APPROVAL BY THE COUNTY. _
R,\d_14590\phose- 1\sewer_woter\4590pht sw35. dqn -
\\s"_rIbt\Rtokstondords\IpIotV10\Pen\col comp. pen
06-MAR-2006 11-18
1,
00
0
i 14t3W.055���"'
N
b * 05
M
1431.5 I? P"VC C- CL-20fi �, co
12.5' CI. SHEET 38 N ;im ��-
��
206 �' B IGAINM E o� p N N
x COURT X =
1431.9 a,
V)uiM nMco I C3� w 12•PCCM(x.2w
�Nr- ` N Nw ?(A3 -, 125' W (11
AR 20_ Mm� �= o �
z 1432.5 Z cr -0+ L+- Z M
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
Q
N36' 44' 55" E
87. 77'
& 53- 23' 57"
300. 00"
279. 60'
3
A= 16' 40' 03"
300. 00'
87. 27'
(
NO' 01'01"E
45.37'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N36' 44' 55" E
87. 77'
/&= 53' 23' 57"
287. 50'
267. 95'
3
A= 16' 40' 03"
312. 50'
90. 91,
4t2
N0001'01"E
45.37'
208
wo -=
09 ��
-
221
h
1433.1
+Npp
co
1 432.3
+
276
--
/ a
1431.7 0 .
1
R/W
°°
4 _� „ r ru
30 RC
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
<j>
N36' 44' 55" E
87.771
<2>
0= 50' 06' 32"
306. 00'
267. 62'
3
N9' 27' 31 "W
102. 70'
4
NO' 01 ' 01 "E
1
45.371
275--------_- - o =_
'A 1432.1 2 pR w I Cc
q z4:>, 4 PR 11;PR 270 26� ` �w��
P 1432.2 Do•N in
1r' i 273 ° R/W PR++ 1431.9 - NV-Z
�-* �Q Q w
V E EF CL 1432.7 _N 272 2 71 -� ++ `° Ono:�- o r S M FI
®, 14 3 2.7 14 3 2. 5 .,� - X ri O � cp i • ,o AMS FROM CL � z � x fn zoo:
� 6' E OF CL
C)D 0 U'), r-- _ o.
WATER/SEWER/RECYCLED WATER APPROVED BY: o o� = 1r' T 00L) + m
DIG ALERT
E STERN MUNICIPAL WATER DISTRICT + �mq n z-' ^n�,'-o
'M 3 �U z Ln
�? ?� CPO V
QAU CIVIL ENGINEER OF SUBDIVISIONS DATE CO rmn
P I: SKIPSTONE WAY-� � �
BEFORE INITIAL DATE
YOU DIG! 40 20 0 40 8C
0 120
PROJECT ENG. NOTE: FOR STORM DRAIN INFO
1-8W-227-26W APPROVALS INSPECTION REFER TO 'STORM DRAIN
PLANS" FOR TR 30422-1 N-
G�AP1C SCALE 1- 40
UNDERGROUND SERVICE ALERT WTR. OPERATIONS �� von
Cal at boat 2 workkV days pry' t0 sxow#ctk4 SWR. OPERATIONS -�
NOTE: ¢/06 REC ADD F/ f1YlPI/T
SE4L-COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER %zaFt',ms6�eD BENCH MARK: I.P. 04024$ I . D. u-36/u-35 �
TRA�I��RT�Ti��l ��lAltT11#�T �"°�".`"g210 COUNTY OF RIVERSIDE S.A. 41/33 �
WORK CONTAINED WITHIN THESE PLANS SHALL t '`LESS/ 619.291.0707 �s
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: ®@ , (F629."1.416s RIV. CO. B.M. M- M-63 IN THE TEE
rickent eerin .com �jT
PERMIT AM/OR GRADING PERMIT HAS KEN ,� ' �o A. ©r �, G oao � � �� P � ct G aK E � �. TRACT N O e 3 0 4 2 2 -1
`� �' � �' '4'PD �'i $•,, �"� "'�"�", r"�"•n *..--- F'IRf &TAG If(ED COUNTY IN � W. O. t0969
ISSUED. c- PREPARED UNDER THE D ECTI N OF: CAS' WELL �• SCHEDI LE "A C. 0.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS P10.339bfl �.3j
Exp f-3fl-06 t ' Q SEWER, WATER & RECYCLED WATER COORD _ -4,
RESPONSIBLE FOR ASSURING THE ACCURACY OF t�4 ELEV.= 143'5.301
No.3303T PLAN AND PROFILE
45
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHA A. 0 MA DATE: Exps/30/06 SHT.j OF
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE REVISIONS COUNTY '�7 CIVI �? � `, s�� J�Q. "�, A A
CIViL .� D. OppAflp JR. R. .E 37 SCALE: SICIPSTONE WAY
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER rF OF CA0 ., _ 19. c _ S1 oS� o b ' ,
- � REGISTRATION EXPIRES 6-30-06 ��_ � ��
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED- DATE: ����� DATE: H: 1 -40 V: 1 -4 D- p�
APPROVAL BY THE COUNTY. O
-, JN 145�90-A
R.\d_14590\phase-1\sewer_woter\4590phisw36.dgn
\\srv_rlbl\RtckStondords\IpIotV10\Pen\colcomp.pen
15-FEB-2006 09.10
H
DIG AIRT EASWATER/SEWER/RECYCLED WATER APPROVED BY:
TERN MUNICIPAL WATER DISTRICT
,4Tj'm
kt I
L 2),17
QUI CIVIL ENGINEER OF SUBDIVISIONS D E
ik"m r D11TIAL
vw I t
PROJECT ENG. _
1--SUO-227-20 APPROVALS INSPECTION f
UNDERGROUND SERVICE ALERT WTR. OPERATIONS
Cal at bast 2 working days prior to sxowratkxt SWR.OPERATIONS —
NOTE: 41m REC 1 Rap FIRE HYDRor
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PEST HAS KEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION.THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETE AN ENGINEER
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. DESIGNED BY: CPE
T
REVISIONS
DRAWN BY: MRD
■_ 0
CHECKED BY: JDG
APPR. DATE
COUNTY
C
C.G. I r PVC
C-W00 CL-O
21
Z N
N
PIi: SKltl WY
40 20 0 40 80 120
GRAPHC SCALE 1 40"
SEAL -COUNTY COUNTY OF RIVERSIDE
TRAM RTATIONi DgPARTMNT
qwEU I APPROVED BY:
A. 0
No. 33950=
Exp.6-30-06
CI V 1�.
4r£ OFCjkkL`
KHA A. Cf N
f2 C ,
RECOMMENDED -WILLS ,AN
2g- i
DATE:
ATE:
06
AL-
ESS/
GOQp,�
cs c-
No.33037
tr\'op,xp0IVIL�4fe'C
rm
/.J' S,
# E�
t`N1
N0 I
R5Gv IOR l5)
r, r r, 12"u FX4i ND
c CONCEN
,,,VuGERtE)
194r8$'36ja0 3aM�g,gbl
5620 f11EiARS ROAD
SAN DIEGO, CA 92110
619.291.0707
(FAX)619.291.4165
ricken iseerin .com
Nan Overslde Swwanww orange Phoenk Tucwn
PREPARED UNDER THE DIRECTIO"! OF:
HN D. GODDARD JR. . .E. 33037
DATE; i REGISTRATION EXPIRES 6-s0-06
BENCH MARK:
RIV. CO. &.* M-14-63 IN THE TEE
INTEiI CTION OF NEWPORT Imo.
& LINDEN ER RD. A 1" IRtNI
PIPE & TAG MANED COUNTY IN
CAP WELL MON.
1984 ELEV.= 1425.301
SCALE:
H: 111=40, V. 1„=4,
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
Q
NO' 01 ' 01 " E
324. 50'
Q
A=10' 28' 16"
300. 00'
54. 83'
(DjN10-27'15"W
78. 85'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
NO.01' 08" E
324. 50'
2
&=14' 47' 19"
1 289. 00'
74. 59'
3
N14' 46' 12"W
1
44. 99'
SEWER DATA
NO.
DELTA OR BRG.
RADUS
LENGTH
REMARKS
1
NO' 01' OI "E
324.501
2
A=10' 46' 27"
751. 18'
141. 26'
COUNTY OF RIVERSIDE I . D. U-36/U-35S.A. 41/33
TRACT NOe 30422-1 W.O. 10969
SCHEDULE "A" C.O.
SEWER, WATER & RECYCLED WATER COORD�$_
PLAN AND PROFILE SHT.70F
45
SKIPSTONE QUAY
D
0
n
R.\d_14590\phose_l\sewer_woter\4590phisw37.dgn
\\Srv_rlbl\RICkStondards\IpiotV1O\Pen\co.lcomp.. pen
15-FEB-2006 09-12
JN 14590-A
DIG ALERT
TY
CALL
BEFORE
l�J Ili!
1-800-227-26M
UNDERGROUND SERVICE ALERT
Call at boat 2 working days prior to ®xcavatNn%
WATER/SEWER/RECYCLED WATER APPROVED BY:
ASTERN MUNICIPAL WATER DISTRICT
.e•�. 3 7 ,
CIVIL ENGINEER OF SUBDIVISIONS DAT
INITIAL DATE
PROJECT ENG.
APPROVALS INSPECTION
WTR. OPERATIONS r—
SWR.OPERATIONS — �'-
10
TWN 11L
C.G. A" PVC
C-t➢AO CL-150
11
0 CL
PLAM-BRIGANTIM
40 20 0 40 s0 120
GRAMC SCALE 1' �c- 46'
13
N
H
14
WAY
SET 36
.O• � 5�35 ` � 56l
! ►V N�
3t6b•'' G "SEE
F`
12"x� HRS PT R'SWl
8l FXH pD
CENTERLINE DATA
NO.
DELT4 OR BRG.
RADIUS
LENGTH
REMARKS
p= 34' 41 ' 36"
500.00'
302. 76'
(
N93. 12' 09" E
1 76. 00'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
0
& 37. 52' 1211
2"
511. 00'
337.751
2
NS3' 12' 09" E
1
65. 65'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
& 42' 22' 25"
5.13. 76'
379. 95'
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 56261ItbOWAD BENCH MARK: I.P.04024Y2 I.D. U-36/U-35
WORK CONTAINED WITHIN THESE PLANS SHALL TRA*'OPARTATIO* D ART MT ESS/ SAND°'`"92"° COUNTY OF RIVERSIDE 619.291.07°7 S. A. 41/33
NOT COMMENCE UNTIL AN ENCROACHMENT � A P P R O V E D B Y : ,, (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
PERMIT AND/OR GRIMING PERMIT HAS KEN ri=ke 'neeriA com INTEf CTION OF IEWPORT ! D.
a,,,, Tumn A LAGER RD. A 1"IRON W, 0. 10969
��© A. or •�°�° TRACT NO 30422-1
ISSUED. � �, �,,� � p � PIPE &TAG MARKED COUNfiY IN
r Nc�.334d50 ; PREPARED UNDER THE DIRECTION OF: CAP ALL MON. SCHEDULE 'AA' C. 0. ,
_ SEWER, WATER & RECYCLED WATER__
THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp�_�_� � � � f 0 (140.1
X7
DESIRESPGN SIBLE FOR AND ACCEPTABILITY OFING ETHECURACY OFWORK HEREON. DATE BY MARK APPR. DATE ALE A. 0 HMA DATE: Exi0s t984 ELEV.= 1425.30t PLAN AND PROFILE CHORD
IN THE EVENT OF DISCREPANCIES ARISING AFTER COMITY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE `p' CIVt1, P `rJ' civw �! BRIGANTINE C 0 U R T SH T. OF
ENGINEER SHALL BE RESPONSIBLE FOR DETE AN ENGINEER REVISIONS COUNTY �r�.� `� %00_ _ 1� (� slos�d '�%C• � ' S �� D. flDDARD JR. .E. 3037 SCALE:
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Ct�. DATE: REGISTRATION EXPIRES 6-30-06
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED -Wig. pAN DATE: H: 1"=40' V: 1"=4' D
u
R.\d_14590\phase_l\sewer_water\4590ph1sw38.dgn
\\srv_r Ibl\R Ick$tandards\Ip Iotvl O\Pen\co IcoM. pen
15-FEB-2006 09.34
9 ■ •wm w..vrr°wrvw yr r r'R/M r GTi+MG..7/ �' 11111 . T012k�� �1F CUL DE 11 + 1 g.A6 TO INTERSECTION ,
233
1438.3
M 234 PR pfflR
'
i
OPEN SPACE 363 14s.o 235 �•9�' c
1436 0 256
ccLE
9+7 .60 9" PVC C-9m CL-150 N
• ' 1 VW OF CL ` 't lS8 y61
PR75 • 62 k
+77 7
6" FH PER STU.DG.B- 2 OD
_ 12, 22"Sa
1 11 �yG 429•
WATER DATA
NO.
DELTA OR BRG.
RAMS
LENGTH
REMARKS
1
N2236' 44" E
54.47'
2
A= 37' 00' 13"
289. 00'
186. 65'
3
N14.23' 29" W
39.63'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
&= 38- 45' 52"
306. 00'
207. 03'
2
N1 1. 12' 54"W
73. 93'
PR
� 232 7 25
RR + \ 1436.3
1438.2 y PR PR .r
P 231 228LO
-`
1437.8 230 it R 229 Q 1436.5
Cl437.5 V E OF CL 1436.9 ,
e—
WATER/SENDER/RECYCL D WATER APPROVED BY:
DIG ALERT Ef STERN MUNICIPAL WATER DISTRICT
Z
TAct J - 9vL4.,-.,L s Ilk (
CAU CIVIL ENGINEER OF SUBDIVISIONS DATE' PLAW ERFIELD CIRCLE
BEFORE INITIAL DATE
YOU M. PROJECT ENG. ®# i�r! 40 20 0 40 80 120
1400-227-26W APPROVALS INSPECTION
UNDERGROUND SERVICE ALERT I WTR. OPERATIONS — --A GRAB SCALE 40'
Call at boat 2 working days prior t0 exomtki% SWR. OPERATIONS
NOTE:
SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER $620FRMROAD I.P.040242
WORK CONTAINED NITf+IN THESE PLANS SHALL TRANSPORTATIO* DSPARTNT Est i s1�-�^92t10 BENCH MARK: I . D. U-36/U-35
6,9.29,.�707 COUNTY OF RIVERSIDE
NOT COMMENCE UNTIL AN ENCROACHMENT NT APPROVED B Y : (FAX)619.291.4165 IUV. CO BJIA. M-14-63 IN THE TEE S . A . 4 v33
��,0 ricks" ineerie .com & LiND CTIONNNER OF NEWPORT RD.
TRACT N 0 e 3 0 4 2 2 —1 W • 0 • 1096'9
PERMIT AND/OR GRAL3iNG PERMIT HAS BEN � �4 A. OT 't�, p. G�"� s� ,,� tuaswt & LIINOEI�RSEft A` t"MON
ISSUED. �' p PIPE & TAG � COUNTY IN
THE PRIVATE ENGINEER SIGNING THESE PLANS IS ' No.332W -~- PREPARED UNDER HE IRECTION OF: CAP WELL MON. SCHEDULE &A• C.O. - -
RESPONSIBIE FOR ASSURING THE ACCURACY OF ExP.6-30-06
''"" No.3303i 1�4 ELEV.= t425.30t SEWER, WATER & RECYCLED WATER COORD__ -�,
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APR. DATE KH D A. HM DATE: Exp.6/3©✓04i * PLAN AND PROFILE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
4JAfjaA or SHT. OF
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REV;SIONS COUNTY �'T cIV�� `' ���! civil �� N D. D RD JP. ..E. 37 A
ENGINEER SHALL BE RfSPONSIBI.E FOR DETE AN �)A S /nS ( 6 to %' SCALE- HEATHERFIELD CIRCLE 9"
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR - - OF CA1.� DATE: ` REGISTRATION EXPIRES 6-30-06 !/
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN $Y: MRD CHECKED BY: JDG RECOMMENDED -WILL -DAM . DATE: H= 1 =40 V: 1 =4 D-/+''T
JN 1"1110-A
Ri\d_14590\phose_1\Sewer_woter\4590ph1 sw39. d9n
\\srv_rlbt\RickStandards\IplotV10\Pen\coicomp.pen
15-FEB-2006 09.28 -
W N
��
nr c.
�\ P
Cd
h
256
1436.4) 257
1436.3
RWATER/SEWER/RECYCLEDrT
DIG ALEEASTERN
TM
CALL
BEFORE
"OU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Cap at least 2 working days prior to excavating.
WATER APPROVED BY:
MUNICIPAL WATER DISTRICT
6,L
■■ (7
CIVIL ENGINEER OF SUBDIVISIONS DA i
APPROVALS
INITIAL
DATE
PPOJECT ENG.
INSPECTION r
-�
WTR. OPERATIONS
-�
1
swR. OPERATIONS
NOTE:
WORK CONTAINED WITHIN THESE PLANTS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
41,04
RFC
CMA>Vg FH PER 0-356
TO SUPER FW P0
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNT:'
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
DATE
BY
MARK
ENGINEER
REVISIONS
DESIGNED BY: CPE DRAWN BY: MR)
R,\d_14590\phose_1\sewer-wafer\4590ph1sw40.dgn
•. &r.: rit.i'.pen
24"
)�L
CG 18" PVC C-905
CL-236 RECYCLED WTR
11
9m
37
8" PVC EWER PER D-26463 CENTERLINE DATA
TR 29837, IP 020074
3f+10,15 CL ROCKPORT _RW= NO. DELTA OR BRG. RADIUS LENGTH REMARKS
10+00.00 CL PROP STREET "G"
8 0 A= 21. 49' 53" 850. 00' 323. 88'
EXISTING
SEWER LIFT STATION ■ � N56. 20' 35" E 71. 38'
PER D-26832, TR 29837 $ 3 0 IA= 21. 51 ' 18" 850. 00' 324. 22'
+ <4 A= 1 7. 1 4' 1 8" 1 600. 00' i 180. 52'
6"'SID XING 18 C WTR �a� _ - - : ; - - _ _ " _ _ - �'l WATER DATA
BOT 36" SO 1424.72 _ -
lz
TOP 18" REC WTR 1422.7. e°� , - , = NO. DELTA OR BRG. RADIUS LENGTH REMARKS
1€r C-905 CL-235 PWpS _ - J
4+6 0 '
REC. WTR 6' 8 OF CL 18" FxH PVC -STEEL ,00-0 36 4 = 0 p= 21. 49' 53" 871. 00' 331. 88'
WITH TELEMETRY CABLE ADAPTOR f s y (,% 2 N56' 20' 35" E 71. 38'
AND LOCATOR WIRE v0. 4 p= 21. 51 ' 19" 871.00' 332.24'
C_ - T -_4
�', - /* - 4 A= 1 7' 1 4' 16" 579. 00' 174. 20'
L �P _
:ABLE : L�
iR
�____ NOTE: FOR STREET IMPROVEMENTS
" - SEE MS 4074, FOR TR 30422-F
6„RC 0,
1
3A
24"gs-MCL.15,0
18" ~a .�' WITH TELEMETRY CABLE -
33 _ ci 1 a - -
3 AND LOCATOR WIRE TR 30422-F
m a. z �D
r- � ; � n. a.w
N v Cn = 3 �
Cl
owo
W v1� rn Ina�cn
30 1434.8 �: 1 wr X_ - +<Y ox p�
ao N M (D Il o x
RAW 1434.7 +grL�W - �in N Ma c = 8"PVC CL150WATER
w N M W m 6 m 00 PROPO ) 30#22-F M�
18" CML&W&CIC CL-160 ►- cn 35+89.42
V N J F-- 8" FLG' SIDE OU LET
a M rn V_ InM y RAC. WTR 6 S CL o w< w 8" FXH RSGV (S)
r o WITH TELEMETRY CABLE .1O ] = 1424.42 CG
om AND LOCATOR WIRE cn m d V)
• SEE WATER NOTES FOR + m cr w
+o I STEEL PIPE, ON SHEET 45 m w
o
W w N SEE ETR STRE0422ET IMPROVEMENTS
PLAN: ROCKPORT ROAD
NOTE: FOR STORM DRAIN INFO 40 20 0 40 80 120
REFER TO "STORM DRAIN
PLANS" FOR TR 30422-1
GR AI C SIC tLE ? - 40'
SEAL-COU[JTY COUNTY OF RIVERSIDE SEAL-ENGINEER5620 FRIARS ROAD BENCH MARK:
SAN DIEGO, CA 92110
TR4NOPORTATIOM DIfPART #iT ESS/ 619.291,0707
1 (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
P� '� APPROVED B Y : � INTEFiCTIOW OF NEIMPORT RD.
ncken 1neQnn eom
9 A, pT F' �.+ Q. GOC�pM oentde I;ri r sto bran`e Phoenix Tucson & LPCIENDERGER RD. A 1" IRON
PIPE CAP tLLAMON. MARKED COUNTY IN
z
c. PREPARED UNDER T E IR CTION OF:
Exp.6-30-06 5,0� Is-.�lQ : No.3303i 1984 ELEV.= 1425.301
APPR. DATE K'1A A. HM DATE: Exp 6/30/06
up CIVIL �l
COUNTY `�T4 clvc�,
�_ ��� - J D. GO DARD R. R.C.E. 30 7 SCALE., -
O' Ca% \T - SI05 ° �' Of �k�.\� DATE: R ISTRATION EXPIRES 6-30
CHECKED BY: JDG RECOMMENDLD-WILLDAN! _ DATE: H: 1"-40' V: 1"-4'
omlo 'SEWER TU (= (J040
TEMP 8" SWR END CAP
I2 tFUTURE MULTI -FAMILY SITr
IE=1424.18
NIcJi' INSTALL C.O.
TI- PER STQV SB-
r11T1► ac 111I CALikI ( C
r I J T U R E
MULTI— FAMILY SITE
34�
30 31 32
1 2
2
2411 C W
0L-160, 21,
WITU TELEMETR)
AND LOCATOR
28
.mc262 2259 260 O O
5Go
C5.2
15�rn
m
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A= 10' 1814711
844. 00'
151. 92'
2
N22' 08' 19" W 1
82. 00'
RECLAIMED WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A= 21' 49' 53"
856.001
326. 16'
2
N56' 20' 35" E
71.381
3
A= 21. 51 ' 18"
856.001
326. 51 '
4
A= 1 7. 14' 18"
594.001
178.711
COUNTY OF RIVERSIDE
TRACT NOo 30422-1
SCHEDULE "A"
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
ROCKPORT ROAD
242 I . D. U-36/U-35
S. A. 41/33 �;
W. 0. 10969
C. 0.
COORD jj:: '%
SHT. 4 OF 45
JN 14590-A
�.�
.
77
:. ..
:;
... ............
V
.. ...
..... . ... .... ...
. ......... ............................
z
4
Ln
�-
,
d
3C C9
Er
I
Lj
WATER/SEWER/RECYCLED WATER APPROVED BY:
DIG ALERT EASTERN MUNICIPAL WATER DISTRICT
744
�, CIVIL ENUINEER OF SUBDIVISIONS DATE
BEFORE INITIAL DATE
YOU 'I PROJECT ENG.'
I-800-227-2 APPROVALS- -INSPECTION -�
UNDERGROUND SERVICE ALERT WTR. OPERATIONS
C t lane+ 2 WOrI(� � prior t0 eX60Vtitwig. SWR C°ERAT;J..,
CL
SEE SKEET 33
L MPL!GHTER
293 'E 313
1431.4
1431.4 PR 10+ 5.98 SHEARWATE
8+89.16 LAMPLIGHTE
PR CL MH NO. 51 (SB-56)
LIMITS 0 CL
C.G. 8" PVC
5= .5477 C-900 CL 150
,. C.G. FUTURE
G. 8" CML&W&CMC > 8" PVC
CL-1 0 PER TR 30422-F
13
Ln VS FROM CL FUTURE
• FR�iI MH55
(p z TO 11 +94.08 STREET * n
rn PHASE 1BOUNDARY TR 30422
& CONSTRUCTION LIMIT I'll D 8" PVC
IWTR 1VWOFCL
PER IPAdCT 30422-F
11+ 7.78 END SWR T
g 2 w n w n TEMP 12' SWR END CAP "
L all PVC C-900 CL-1 50 o vl c SWR CONSTRUCT. LIMITS
1431.1 ` 11'SOFCL FUTURE �1,'m1 FUTURE TIE-IN FOR "
PASEO N I TR 30422-F 6 4 "
i I I I I t
_- PROPOSED 12" 11EE
I_ �-
-F
PER TR
_
ao R/W PER TR 304
1 1 11 R/W
-------- / /1 8N
PAD
3 - 3 smIrEOFCL
PIER 30422 F
I ccy 1431.2 r------------------ 2+ ,1 STREET YG
11+27.00 1+91. 8FUTURE l�
�� CL FUTURE MCI PRR TR 30422-F
I 6" Fxti PVC -STEEL ��.' R/W 11 „
ADAPTOR IZ
Go 8" CML&W&c "
PR I;
IMPUG TER SEE WATER _40-TES FOR FUTURE PROPOSED 8 PVC FUTURE
Lhc STEEL PIPE, ON SHEET 45 PASEO WTR 11 S OF CL '+�
11+ 0 PE." TRACT 304n-F
SEE SHEET 6112 00, p STD. DWG B-658 + ^7 TR 304=-F
8" FxP PVC -STEEL ADAPTOR WTR CONSTRUCTION LIMITS
TEMP WTR END CAP N
8" PVC C-900 CL-150 FUTURE TIE-IN FOR
1 VS OF CL TR 30422-F
PLAN: TER WAY
40 70 0 40 80 120
GRAPHIC SCALE 1"= 40"
0 0
SEAL -COUNTY COUNTS OF RIVERSIDE EAL-ENGIN SANDtE620 hO,CAr92 BENCH MARK:
NOTE: ` SAN DIEG70 CA 92110
TR'ANSPORTATtON DS'ART wT ESSI 619.291.0707
WORK CONTAINED WITHIN THESE PLANS SHALL E APPROVED BY: IFAXiI9.291.a16s RIY. CO. B.I. M-14-63 IN THE TEE
NOT COMMENCE UNTIL AN ENCROACHMENT rickertgfneering.ccm INTERSECTION OF NE�flRT Fes.
T AND/OR GRADING PERMIT HAS BEEN , �0 A• ©T -
PEFByti ��
ISSUED. No.33%0 �^
THE PRIVATE ENGINEER SIGNING THESE PLANS IS EXP.6-30-06 _
RESPONSIBLE FOR ASSURING THE ACCURACY OF APPR. DATE KF'AL A. OT A
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MAPK
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY REVISIONS O U N T Y sTgr
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER / -�- C^-
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN � �� �
ACCEPTABLE SOLUTION AND REYISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG RECOMMENDED-WILLDAIJ
APPROVAL BY THE COUNTY.
R.\d_14590\phase-l\sewer_water\4590phlsw4l.dgn
\l rvzrlp?1RIFK�Vn€orle�!pIgtyIQ\ppn�goIpomp.pen
8" FLG'D TEE
8" RSGV FXH (N,S,E)
12" SEWER
VACS FRO#JI C6.
FROM MH 51
TO MH 55 1
1431.0
10+06.81 SHEArWATER WAY
8" WTR XING 12" 51iF
BOT 8" WTR 1423.79
TOP 12" SWR 1418.36
GODp wee „ P&ikL & TA6AtIt I
t I).
COUNTY IN
PREPARED UNDER THE EC ION 0 CAI' WELL MOO.
N0.33037 19134 ELEV.= 1425.301
DATE: Exp.6/30/os
��. CIVIL
I J D. GODDA JR. R. 3 37 SCALE:
.S�oS f L 6-30-06
DATE. RLSISTRATION EXPIRES H; 1 -10 V. 1 -4
DATE:
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
(:
N88. 19' 11 "E
66. 38'
A= 20- 06' 24"
300. 00'
105. 28"
(1)
A-15' 32' 46"
300. 00'
81.401
®
N87. 07' 12" W
66. 50'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N88' 19' 11 "E
76. 48'
�= ?0' 06' 24"
289. 00'
101. 42'
3
0= 6' 25' 14"
311.00'
34.851
4
A=12' 00' 20"
311. 00'
65.171
5
N90' 00' 01 "E
43.23'
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
<1>
NSS- 25' 37"W
126. 50'
2
A= 6' 17' 25"
1 606. 15'
66. 55'
3
0= 12. 03' 26"
1 606. 1 5'
1 127. 56'
1 FUTURE
I.P.
COUNTY OF RIVERSIDE
TRACT NO" 30422-1
SCHEDULE IM
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
SHEARWATER WAY
m
1. D. U-36/U-35
0
S. A. 41/33#
W. O. 110969
C . O. ,►
COORD -R_ ;J5
SH 41 OF 45
qJWA
D -JAU* 4 5,9,90
JN 14590-A
W
v
El
iFf
11
12
T
DIG A 1
WATER/SEWER/RECYCLED WATER APPROVED BY:
EASTERN MUNICIPAL WATER DISTRICT
TM
V-4-i ) &I-Im G
11 ZA Ki
CAM.
CIVIL ENGINEER OF SUBDIVISIONS
DATE
BEFORE
INITIAL DATE
YOU DIG!
PROJECT ENG.
swill
14W-227-2600
APPROVALS INSPECTION
UNDERGROUND SERVICE ALERT
WTR. CPEP 1TI NS
Cal at loot 2 working days prior to exomthg.
SWR OPERATIOivS
-= �►
NOTE:
4 6- C ► H, N6 rE 1" 0 F F N —
WORK CONTAINED WITHIN THESE PLANS SHALL
—.
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
DATE BY MARK
IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER
REVISIONS
ENGINEER SHALL BE RESPONSIBLE FOR DETER OMG; AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
DESIGNED BY: CPE
DRAWN BY: MRD
APPROVAL BY THE COUNTY.
Rt\d_14590\phose_l\sewer-water\4590phlsw42.dgn
\\srv_rlbl\Rick$tondords\lplotvl0\Pen\oolGomp.pen
4F09 1101
I l 1�
35 37 PPXNKAM 8p 3 8" SEWER
8"
WATER PER VARIES
TA E OF CL
1 + MH 32 TO
Pkaf� � oeft STD RWG N0. STA 39+83.4
p� 64vs B- 62.
10+ ` 3
GV
40
12" PVC C9a CL-150
11' S OF CL
41
8" tour vvtm ti 8 H A H onI r- yr VL I
8, CL +74.15 —4
8" WTR XING 8'fE 39+83.44 TO MH 40
12" PVC C-M CL-150 OT "WTR 14 .39 ` t=
15 W CL OP 8" SWR 1419.37
SWR BOUNDARY CSTUP
TIG�J 18" • ;,.� Q
FUTI RI �, RC - U)
LAKF 2 R/W1 P RC Pj am
374
7 NHASE BOUNDARY-_
BOtCONSTR�JCTION - - �- = � M
NDARY 3a
P
-1 r?
o -�� p 2 � 2 J' G+ PR D 1
WATER PER
o = + o C-)p o 30422-2
cn 2
/ O.t > fANN+ O+ '�S.
N�
i► N n N 7a G
J� r + tT +Odd+ -n-n'''�'N_'�.s �.+►�t �c. � G n
W 6 Z tJff� � � 'O L � • 1 O �, 2 Z
; _pp 77
0 / tr►G G LipL t/� �
Ln
N i'` / � / R/W � Z� mn ��� A
��N Nam; �� .
c ►r LA -�
_
12' CML&W&CMC CL-15o
WW oow j IVSofLFUTURE71
o_�
cr SEE WATER NOTES FOR
LAKE I �`-. �= STEEL PIPE, ON SHEET 45
GIN -
(�r • 0 yp ' % � �'` ,� 3 4 4 8" PVC C-900 m-180
~ �� c� 11' S OF CL
Q ' o �►
�• N L >O u�C
© PLAN: LA► UNA VISTA DRIVE
& FUTURE • H N
O 40 20 0 40 80 120
NOTE:
TE FOR STORM DRAIN INFO GRAPM SOLE 1" - 4040-'
REFER TO "STORM DRAIN
PLANS" FC-3 TR 30422-1
' DE SAL -EN INEE 5620 FRIARS ROAD
SAN DIEGn, CAOil 10 BENCH MARK:
SEAL -BOUNTY g COUI TY OF RIVERSIDE Eel.
TRANSP©R . ATION ®2-PART NT E � 619.291,0707
�I APPROVED BY. (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
y ricken ineerin .cum INTERSECTION OF NEWPORT RD.
D ,`4 p A. T � . � '"©. G Oral oentz ucson PPE ADENTBAGGI"ZGMARK D OUNTY N
I , CAP WELL MM
f � PREPARED ,}NDER TH ECTION r_
Exp.6-30-06 s I S ` `� Nt>.33fl37 19l14 ELEV.= 1425.301
APEi'. DA i E KHA A. H DATE: Exp.6/30/06 Its
COUNTY `���� CIVIC. P s� CIVIL ��
� � �+ �d G� .�� J0VN. GODD JR. .E. 33037 SCALES S Cl%�� DATE: STRATION EXPIRES 6-30 06 OF cp L1.
CHECKED BY: JDG RECOMMENDED -WILI:pAM _ DATE: H: 1"=40' V. 1"=4'
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
Qj
A=15' 514811
900. 00,
237. 14'
�2
A= 18' 38' 59"
850. 00'
276. 65'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
&=15' 01 ' 29"
915. 00'
239. 94'
2
A= 1 1' 14' 52"
1 835.001
1 163. 92'
3
0= 7' 27' 1 5"
1 835. 00,1
1 108.631
SEWER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
A= 5' 01 ' 46"
1450. 00'
127. 28'
2
0= 2' 21 ' 48"
985.00'
40.63'
COUNTY OF RIVERSIDE +
TRACT NOe 30422-1
SCHEDULE "A"
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
LAGUNA VISTA DRIVE
Q
N C"
04024<2 1. D. U-36/U-35
0
S. A. 41/33 er;
W. 0. 10969
C. 0.
COORD j-D-j2;45
SHT. 42OF 45
D-A:4 40 0
JN 14590-A
v
W
SHEETS
ROCKPORT ROAD
24" SDOXING 18" REC WTR
BOT 24" SD 1426.13
„\
�R
TOP 18" REC WTR 1422.87
X18" RCP
1811
17+07.06
.P
4" SID XING 24" WTR
�.
`�
BOT 24" SD 1426.07
TOP 24" WTR 1424.48
1101-01 23�D.54 1RocffpoRT RD.
W
"
I fD .06 LA6lWR Y/SM DR'
)_
8"FXH RS6V S)PE UTLET
,Rep
17
24" CML&W&CMC CL-15©
Q W
I
21' S OF CL
f-- W
(
"
N
2 +79.54 ROCKPORT RD
>
" 1 +07.06 LA UNA VISA DRLLJ
Q
12" FLG'D SIDE OUTLET
LLI
i 12" FXH RSGV (N)
Z
17+ 7 6
:D
30" SD XING 24" WTR
(D
BOT 30" SD 1426.28
Q
TOP 24" WTR 1424.58
�I
16+ 2 6
;r 18 RCP
j
30" SO XING 18" REC WTR
BOT 30" SD 1426.33
ROCKPORT
TOP 18" REC WTR 1423.13
22+48.54
SHEET 6
6"SUPER FFf PER SrD.D" B-516
NOTE: 4/d6 REC MV RRE HY C f"f F14 PfR B-3546 10 SI�ER FY PER B-516 SEAL -COUNTY � COUN 1 Y 01- HIVLHK )IUL StAL-LNUINttK 5620 FRIAR5 ROAD BENCH MARK:
SAN DIEGO, CA 52110
WORK CONTAINED WITHIN THESE PLANS SHALL AaO 817PY6 YfTP IN L06LIM4 Y13TR DR. FESS1 TRA PORTATION DWARTIONT IFass/ 619,291.0707
NOT COMMENCE UNTIL AN ENCROACHMENT A P P F O V E . B Y e (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
ANY rickengineering.com INTERSECTION OF NEWPORT RD.
PERMIT AND/OR GRADING PERMIT HAS BEEN y fit, A• or GODQ
�,. Q• No mw Ri,wnma iaaar"io Orange Phoenix Tucson & LII<'lDENBERG" RD. A 1" IRON
ISSUED. PIPE & TAG MARKED COUNTY IN
No.33950 D ` PREPARED UNDER THE RECTI N OF- CAP WELL MOM.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS /
RESPONSIBLE FOR ASSURING THE ACCURACY Of Exp.6-3� 06Sr N .33037 1984 ELEV.= 14?5.301
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. DATE BY MARK APPR. DATE KHAL A. 0 M DATE: * Exp.6/30/06 tr
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE Jj CIViL !
ENGINEER SHALL BE RESPONSIBLE FOR DETERk1 *M AN ENGINEER REVISIONS COUNTY 4T CI V I �� �� r f'j . D. G ARfl JR. R.0 33 7
N A REVISING THE PLANS FOR OF rA1-t \ l_// ,S hss )O C" c �� SCALE
ACCEPTABLE SOLUTION AND E � CIII .DATE: � EGISTRATION EXPIRES 6-30-06 ,
APPROVAL BY THE COUNTY. DESIGNED BY: CPE DRAWN BY: MRD CHECKED BY: JDG REUOMMENDED-WILGDAN' DATE: H: 1 =40 V.. 1"=4'
R�\d_14590\phose_1\sewer_water\4590phi sw43. dgn
\\srv_rlbt\R IckStandards\Ip IotV 10\Pen\co I comp. pen
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
N4. 14' 03" W
128. 98'
(2
A= 5. 00' 22"
1000. 00'
87.37
C3
NUJ- 46' 1 9" E
1 1
532. 74'
WATER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
1
N4. 13' 53" W
$9. 97'
2
A= 5. 00' 12"
965. 00'
84. 27'
3
N0. 46' 19" E
490. 73'
I.P.
COUNTY OF RIVERSIDE
TRACT NOo 30422-1
SCHEDULE "A"
SEWER,WATER & RECYCLED WATER
PLAN AND PROFILE
LAGUNA VISTA DRIVE
c,
lw
cr
p
I.D. U-36/U-35
S. A. 41/33
W. 0. 10969
C . 0. his$
C OOR D j3-D-N'5
SHT.43OF45
D - : � P,
JN M90-A
N c"
N #QAf
�O
Q
v
O
JN 14550-A
Ri\d_14590\phdse_i\sewer_water\4590phisw44.dgn
\\vv-_r1G1\RTcRitgndorQs\.tp14tv10\Pgn�coieomp,pen
F4" 01YL EJNEC CTEST STATION SCHEDULE
STATION
NUMBER
NUM. OF
ANODES
CTS
TYPE
EMWD
STANDARD
OTHER
DETAILS
SHEET CALLED
OUT
10+35
0
IJ
B-660
04
13+86
5
2-WIRE
B-662
01
04
19+21
5
2-WIRE
B-662
01
05
22+79
0
IJ
B-660
06
27+45
5 _
2-WIRE
B-662
01
06
35+39
5
2-WIRE
B-662
01
40
+
-
l8" ON dy Pre CNC TEST STATION SCHEDULE
13+75
2
L.C.
B-662
01
04
22+00
2
L.C.
B-662
01
06
34+60
2
L.C.
B-662
01
40
/2" Ch&L effe 0*V TEST STATION SCHEDULE
10+58
3
1 IJ
I B-660
01
43
B" CHIL 6 W<9 CNC TEST STATION SCHEDULE
20+07
0
6-WIRE
SEE NOTES
B-662
18
NOTES FOR 24". 18" & 12" CML_eWd' 0hfC P!P/N6
1. ALL WIRE IS TO BE STRANDED COPPER THWN WIRE.
2. ANODES TO BE INSTALLED 5' FROM PIPE, 10' BELOW
INVERT, 5' APART FROM OTHER ANODES.
3. ANODES CONNECT TO ONE PIPE LEAD VIA 0.01 OHM
MANGANIN WIRE SHUNT & COPPER SPLIT BOLTS.
4. PLACE TEST BOX IN 24" 0 X 6" CONCRETE COLLAR. RAISE
TEST BOX SUCH THAT A 2% SLOPE ALL AROUND EXISTS TO
PREVENT WATER INTRUSION.
5. WELD 1" HIGH BLOCK LETTERS IDENTIFYING STATION
LOCATION ON TEST BOX LIDS.
6. BOND ALL -NON-INSULATING JOINTS & ALL
NON -CIRCUMFERENTIALLY WELDED JOINTS PER DETAIL 04.
7. ATTACH TEST LEADS AT PIPE JOINTS PER DETAIL 05.
NOTES _ FOR 8" CML&.ffeVJV . P/P1NS
1. 207' PIPE SEGMENT IS TO BE BONDED INTO 24" PIPELINE WITH
0.01 OHM SHUNT AT THE IN -LINE VALVE AT 21+52.(INTERSECTION
ROC,KPMT RD. AND LINDEN GATE LANE).
2. ATTACH 2 TEST LEADS AT THE STEEL/PVC ADATPER AT STATIONS
22+45 (ROCKLEDGE DR (W)), 29+81 (ROCKLEGDE DR (E)), AND
STATION 20+071LINDEN GATE LANE). ROUTE ALL TEST L.EaDS
TO SAME TEST 13OX. EACH PAIR OF TEST LEADS WILL. RAPE
IrS OWN COLOR.
V
1 /4" 0 x 6" MILD STEEL ROD
WELDED TO OUTSIDE OF PIPE
(TYP.)
TEST LEAD
ATTACHMENT
32LB HIGH POTENTIAL
MAGNESIUM ANODE
5' FROM PIPE, 10'
BELOW INVERT (TYP.)
2% SLOPE OR 1"
WHICH EVER IS GREATER
#10 AWG STRANDED
THWN RED (TYP.)
10'
10'
5'
CTS WITH ANODES o1
N.T.S. -
PROVIDE SUFFICIENT SLACK
IN BOND CABLE TO ALLOW
MAXIMUM DEFLECTION OF
PIPE JOINT
f— NO. 8 BOND WIRE (TYP.)
SPIGOT BELL
ROD —CABLE —ROD JOINT BOND 04
NOTES FOR 8" & 12" CMLLf91Z VAfC P/P1h6 N.T.S. -
1. PREPACKAGED 48 LB HIGH POTENTIAL MAGNESIUM ANODE WITH #10
AWG STR THWN (RED) ATTACHED DIRECTLY TO PIPE VIA EXOTHERMIC
WELD.
2. APPLY WAX TAPE TO ENTIRE PIPE SURFACE, PIPE SPECIALS, AND
MECHANICAL COUPLINGS PER AWWA C217.
3. BOND ALL COUPLINGS TO PIPE.
4. ENCASE PIPE IN POLYETHYLENE PER AWWA C105 METHOD A.
5. DO NOT ENCASE ANODE.
NO. 8 HMWPE AWG -
100% BUTYL FILLER
1 /4 0 x 6" MILD STEEL ROD
MOUNTED TO OUTSIDE 0 OF
PIPELINE
EXOTHERMIC WELD
WAXTAPE
#10 AWG STRANDED
THWN RED (TYP.)
- 48LB HIGH POTENTIAL
MAGNESIUM ANODE
5' FROM PIPE, 10'
BELOW INVERT (TYP.)
ELEVATION
POLYETHYLENE
ENCASEMENT
8" PIPE WITH ANODE 02
N.T.S. -
HEAT SHRINK SLEEVE
WITH SEALING CAPABILITY
EXOTHERMIC WELD CONNECTION
1/8
DETAIL rA
N.T.S. -
a
3
FIELD APPLIED COATING
TEST LEAD
SHOP COATING
CEMENT l
MORTAR
NOTE:
1. PROVIDE SUFFICIENT DISTANCE TO ALLOW
MAXIMUM DEFLECTION OF PIPE JOINT.
N.T.S.
T
CEMENT MORTAR
LINING
b
JCTU RE
1) FILE STRUCTURE TO BARE
METAL AND CLEAN
SURFACE
SLEEVE
2) STRIP INSULATION
CABLE FROM WIRE AND ATTACH
SLEEVE
GRAPHITE MOLD 3) HOLD MOLD FIRMLY WITH
- DISC OPENING AWAY FROM
OPERATOR. IGNITE WITH
METAL WELD FLINT GUN
ria
CABLE
4) REMOVE SLAG FROM
CONNECTION WITH
CHIPPING HAMMER
STRUCTURE
- BITUMASTIC
COATING 5) COVER CONNECTION WITH
WELD CAP WELD CAP FOLLOWED BY
BITUMASTIC COATING
OVER ALL EXPOSED METAL
CABLE
EXOTHERMIC WELD O3
N.T.S. -
EMWD STANDARD NOTES
B-663
APPLY WAX TAPE TO ALL METALLIC COMPONENTS
OUTLET NOZZLE COATING SHOULD MATCH MAINLINE
PA-1
COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY
WAX
TAPE TO ITEMS 7, 8 AND 9.
MATCH OUTLET NOZZLE COATING TO MAINLINE. APPLY WAX
PA-3
TAPE TO ALL BARE PIPE SPECIALS AND VALVES. USE
WAX
TAPE IN LIEU OF CEMENT -MORTAR COATING.
WRAP COPPER TUBING IN 12-MIL POLYETHYLENE PIPE
PB-8
WRAPPING TAPE WITH BUTYL RUBBER MASTIC OVER A
SUITABLE LOW VOLATILE ORGANIC CARBON PRIMER.
OUTLET NOZZLE COATING SHOULD MATCH MAINLINE
B-351
COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY
WAX
TAPE.
OUTLET NOZZLE COATING SHOULD MATCH MAINLINE
B-357
COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY
WAX
TAPE.
OUTLET NOZZLE COATING SHOULD MATCH MAINLINE
B-368
COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY
WAX
TAPE.
OUTLET NOZZLE COATING SHOULD MATCH MAINLINE
B-362
COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY
WAX
TAPE.
OUTLET NOZZLE COATING SHOULD MATCH MAINLINE
B-356
COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY
WAX
TAPE.
OUTLET NOZZLE COATING SHOULD MATCH MAINLINE
B-59.0
COATING. IN LIEU OF CEMENT -MORTAR COATING APPLY
WAX
TAPE.
B-590A
INSTALL DIELECTRIC INSULATING DEVICE AT METER BETWEEN
EMWD SIDE AND CUSTOMER SIDE
WRAP COPPER TUBING IN 12-MIL POLYETHYLENE PIPE
B-598
WRAPPING TAPE WITH BUTYL RUBBER MASTIC OVER A
SUITABLE LOW VOLATILE ORGANIC CARBON PRIMER.
B-638
USE JOINT BOND DETAIL 05 IN LIEU OF "B" AND "C".
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
SEAL -COUNTY
0 A. 0 �
�,'� T
No. 33950 �^
� �
Exp.6-30-�
'�
`� IV �'
CALF
COUNTY OF RIVERSIDE
TRAM 'A ATM i IRTh T
APPROVED BY:FESS�
r L
7 ��/� 0
KFiALED 0 l DATE:
/
• C-,_- S I d S'� b
RECOMMEN)ED-WILLDAP( DATE:
SEAL -ENGINEER
N
�^ �'
� R 37 �
xp. 3-31 -07
*�, *
'r '� `
aF CALF
BENCH MARK:
RIV. CO. B.M. M-14-63 IN THE TE
INTERSECTION OF NEWPORT RD.
& LINDEN(WRGER RD. A 1" IRON
PIPE & TAG MARKED COUNTY IN
CAP WELL MON.
1984 ELEV.= 1425.301
I.P. 040
COUNTY OF RIVERSIDE
I.D. U-36/U-35
S.A. 41/33
TRACT N O . 3 0 4 2 2 —1
SCHEDULE "A"
STEEL PIPE &CORROSION N 0 TE S
TRACT NO. 3 0 4 2 2 —1
W.O. 10"9
C.0�
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENTAL OR F DISCREPANCIES
ING CONSTRUCTION, THfAFTER OU-1.
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
PREPARED UNDER THE DIRECTION OF:
DATE: REGISTRATION EKES
COORD jj
'
DATE
BY
MARK
APPR.
DATE
SHTAPPRO. 45 oF45
ENGINEER
REVISIONS
COUNTY
SCALE:
H: V:
DESIGNED BY:
CPE DRAWN BY: TBG CHECKED BY: RLB
D-Cr%
N s
*o
rM
�3
r
v
c
'e
w
r
0
JN 14NO-A
ifte I AA
IN THE COUNTY OF RIVERSIDE
STREET LIGHT LOCATION PLAN
TRACT 30442-1"ATE
LEGEND �FNFRAI NnTFS ivini vi I L11�L ' vL.t_ vi iLL I G
PROPOSED STREET LIGHT. --------- - _.. .................... . ..... o_�
RIV, CO,STD 1000
PROPOSED STREET LIGHT, ------------------------------------------------ - ----- 0
RIV, CO,STD 1001
EXIST. OR FUTURE STREET LIGHT :.......•........
PROPOSED TRAFFIC SIGNAL WITH -------------------------------------
STREET LIGHT (PER OTHER PLAN)
DIG ALERT
0 TM
0
B FE ORE CAUTION:
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKOWN. CONTRACTOR TO
Callat least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: t REic i CoRR e rE
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: TBG
APPROVAL BY THE COUNTY.
1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY
OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND
SPECIFICATIONS, COUNTY ORDINANCE NO.461 AND SUBSEQUENT AMENDMENTS.
2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY
FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMEb WITHIN THE COUNTY'S
RIGHT-OF-WAY
3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 0 (800)227-2600
AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL
RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILIITES.
4. THIS PROJECT IS WITHIN 30 MILES OF MT. PALOMAR.
5. S.C.E. / I.I.D. SERVICE PLANNER , WORK ORDER NO.
CONSTRUCTION NOTES & QUANTITY ESTIMATES:
O INSTALL 55 WATT LOW PRESSURE SODIUM VAPOR,9500 LUMEN STREET
LIGHT PER RIVERSIDE COUNTY STD. 1000, RESIDENTIAL LIGHTING ----------------------
O INSTALL 135 WATT LOW PRESSURE SODIUM VAPOR, 22,000 LUMEN STREET
LIGHT PER RIVERSIDE COUNTY STD. 1001, ARTERIAL HIGHWAY LIGHTING ...
REVISIONS
DRAWN BY: TBG
SEAL -COUNTY
VOESS 1pq,,
\ ��0 A. 0T �c
No. 33950 Z'
Exp.6-30-06
N
100 50 0 100 200 300
GRAPHIC SCALE 11L 100'
..... 94 EA
.... 26 EA
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
APPR. DATE FKHALE A.OTAMA
COUNTY CIV1\- OF CA1-\FCHECKED BY: JDGECOMMENDED BY WILLDAN
J-z s la S
DATE:
612¢lor
DATE:
w
T
r
4.
�i.
SHEEP (_0 1
.
""
LINE
�.
FIi« 1V0,
ra
ww♦t ;
101 ♦♦
"`
r.
ti
'+► . o
KEY
MAP
WORK TO BE DONE
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF RIVERSIDE
TRANSPORTATION STANDARDS AND SPECIFICATIONS AND THE LATEST
EDITION OF THE STANDARDS AND SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ("GREENBOOK").
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
7(41-
W
NEWPORT
m
z1s
REVIERE DR.
MrIN1rrr
rm
LOIRE �`44
c�Y
LN.
CD
o
LA
M
HOLLAND ROAD
G H L— C I V h 11 V C C f 5620 FRIARS ROAD
SAN DIEGO, CA 92110
619.291.0707
.'—Q�� (FAX)619.291.4165
09tdm ENGINEERING COMPANY rlckengineering.com
®? �. San Diego Riverside Sacramento Orange Phoenix Tucson � e6 8
PREPARED UNDER T D I R CTkv I OF:
t
.13031
>� ¢'�
JOHN D. GODDARD R.C.E. 33057
DATE:06 1 05 REGISTRATION EXPIRES .3b
VICINITY MAP SECTION 1, T.G.S. R3W
BENCH MARK:
RIV. CO. B.M. M-14-63 IN THE TEE
INTERSECTION OF NEWPORT RD.
& LINDENBERGER RD. A 1"IRON
PIPE & TAG MARKED COUNTY IN
CAP WELL MON.
1984 ELEV.= 1425.301
SCALE: H: 1"=100' DATE: 08/04/05
V: 1"=100'
TRACT No. 30422-1 <
TRA C T NO. I. P. No.
30422-1 040242
COUNTY OF RIVERSIDE
SCHEDUE 'A"
STREET LIGHT PLAN
PHASE 1
MENIFEE LAKES
FILE NO.
SHEET NO.
i
OF 2 SHEETSI
R.\d_14590\phase_1\improv_sheets\4590phlstltl.dgn
\\srv-rlbl\RlckStondords\lplotV10\Pen\colcomp.pen
04-AUG-2005 11.21
Valley, WideInspection List
SHEET INDEX
Call (951) 660-4700 for all Inspections
TITLE SHEET
1
IRRIGATION MASTER PLAN
2
1. Irrigation kop e:
IRRIGATION PLAN
3
IRRIGATION PLAN
4
a.
site inspections and notification time.
IRRIGATION PLAN
5
i• pre -construction conference 7 days
IRRIGATION PLAN
6
ii. Pressure line irnstallatioi and testing 48 hours
IRRIGATION PLAN
7
iii. Controller installation 48 hours
IRRIGATION PLAN
8
iv. Lateral line and sprinkler installation 48 hours
IRRIGATION PLAN
9
v. Coverage test 48 hours
W. Final Inspection 7 days
IRRIGATION PLAN
10
IRRIGATION PLAN
11
b.
No field inspections will commence unless record drawings are current and
IRRIGATION PLAN
12
available for observation upon request by the Owners representative.
IRRIGATION PLAN
13
2• Phwfty
l'" :
IRRIGATION LEGEND, NOTES & DETAILS
14
a.
Request for inspections must have 48 hour notice in advance.
IRRIGATION DETAILS
15
b.
Contractor must be on site for all inspections.
IRRIGATION DETAILS
16
C.
Any work not completed when inspector arrives which was requested for,
IRRIGATION DETAILS
17
shall be billed to the contractor at the current Inspectors rate
d.
Any work completed without inspection or approval shall be removed, exposed or
replaced at the cost of the contractor.
PLANTING PLAN
18
e.
Contractor shall call for inspection for the following items:
PLANTING PLAN
19
i. Final grading
PLANTING PLAN
20PLANTING
ii. Weed -abatement t�enration
PLAN
21
iii Tree and shrub layout
PLANTING PLAN
22
iv Tree and shrub planting pits
PLANTING PLAN
23
V. Finish grade prior to hydro -seeding
vi. Final Inspection
PLANTING PLAN
24
PLANTING PLAN
25
3'""
PLANTING PLAN
26
a.
Ail submittals shall be submitted within 15 days after receipt of executed
PLANTING PLAN
27
contract.
PLANTING PLAN
28
b.
Contract shall submit the follow items but not united to:
PLANTING DETAILS
29
i. Plant material proof of purchase with {fisted nurseries and material
PLANTING DETAILS
30
sizes for approval
ii. AN soil amendments
IRRIGATION SPECIFICATIONS
31
`iv, Barkmulch
IRRIGATION SPECIFICATIONS (CONT.)
32
V. Label for all herbicide and fertilizers used
PLANTING SPECIFICATIONS
33
vi• Hydro -seed mix
MAINTENANCE SPECIFICATIONS
34
GENERAL NOTES
1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS,
ORDINANCES, AND REGULATIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL REPORT ANY
DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR
TO START OF WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO
SAME.
4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF LL PERSONS AND
PROPERTY, THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS, AND THAT THE CO 4TRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE LAN )SCAPE ARCHITECT
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGIkD, IN CONNECTION WITH
THE PERFORMANCE OF WORK IN THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE
ARCHITECT.
K �� ��a �" � �-�--- SHEET 8 / 23 -- =SHEET 13 / 28 ' ' � 5. CONTRACTOR TO PROVIDE A NINETY(90) DAY MAINTENANCE CONTRACT TO BE PAID
FOR BY DEVELOPER.
SHEET 9 / 24
- -- I ; �; 6. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED AMERICANS WITH DISABILITIES NOTES
y
H 7 I R
1
AT OR BELOW MAXIMUMS ALLOWED
R WITH A C 2 LICENSE OR GREATER.
ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED
- - _ .: _ I, I 7. THE CONTRACTOR SHALL BE RESPONSIPLE FOR THE CLEARING OF THE PROPOSED BY THE AMERICANS i I. WORK AREA AND RELOCATION COST F
;,
� AN WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN ORDER TO
I;- ? _. " ALL EXISTING TOLERANCES. IT IS THE CONTRACTORS RESPONSIBILITY TO
MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR ALLOW FOR CONSTRUCTION TOLE
r _w SHEET 7 22 _ QUESTION
! / TO BEGINNING OF CONSTRUCTION. FAMILIARIZE THEMSELVES WITH A.D.A.A.G. A A G. AND IN THE EVENT T
i;
_ EPHONE:: (951)955-6885 FOR PARCEL MAPS AND TRACT MAPS SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN HAT A DESIGN
�. .; > [ t
,�::
I: 8. APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR THE AREA WITHIN NOTE: SHOWN ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO
■ ;.. ; . _ Y' _ .. g- w ._.._ \ COUNTY ROAD RIGHT IRRIGATION LINES SHOWN ARE
OF WAY ONLY. THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED.
r - - SCHEMATIC. LINES ARE TO BE WITHIN 2 THE CONTRACTOR IS ADVISED TO CAREFULLY
PLANTED AREAS EXCEPT WHEN HECK ALL PHASES OF WORK RELATING
C
SH TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A
E ET 10 / 25 CROSSING PAVING
._ _—
CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM
'`>- - " a' DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. ARE SUBJECT TO REJECTION
Iv
VICINITY MAP
BY THE COUNTY AND MA �EiQUIRED TO BE REMOVED
AND REPLACED.
VAL LANDSCAPE
_a. _r__ TOTAL LEY WIDE LA 3. SINCE THE CIVIL ENG.IIWER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR
MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB -CONTRACTOR DURING
AREA: 276
,042 S.F.
it
GRADING AND CONSTRUCTION OF T
HE PROJECT, THE CIVIL ENGINEER OR SURVEYOR
_. ES VALLEY WIDE
,'�' ' �� RGPt� LANDSCAPING TO BE MAINTAINED BY ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS
_..
�2
NCOOF TIES.
SHEET 5 / 2O � ° ANY OTHER AUTHORITY OR OTHER AFFECTED PAR
THIS PROJECT BY THE COUNTY, A
C & R S RECORDED
W
,� PER#
PER C COMPLIANCE WITH A.D.A.A.G. CONSTRUCTION REQUIREMENTS WILL BE THE SOLE
SHEET 3 / 18 SHEET 4 / 19
�"
�% .� o DATE
RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB CONTRACTORS
ca
HOLD HARMLESS & INDEMNIFICATION CLAUSE
-
WIOIG
j 21
REVIERE DR. DIMINW THE COI!!SE OF COgR51ICI0N OF iNS PROJECT,NICLtI M SAJOIII SIXMY
q tG HOINlSTAT,OtLOIRE ANNT KWMTO NOWLadaHEET 21
y SHALL DUM, INDEiDNFY, AND HOLD THE THE COIINIY OF LOCAL
m
ti _ ,NNdS01CT10N
(/� c� AID TN: 1AN06CAPE DESIGNER IIARIN.ESS FiIOM ANY AND ALL UAKJn
m COItIEC M PERFOUMU PROJECT,
REAL OR ALLEGED, N NAfM THE OF WON( ON THIS
Z LA PIED EXCEPW FOR UAKffY A111111 1 FROM SOLE IEOLIOM OF THE
OF LAf:AI ,NIRISDIC110N AND THE LA106fIME DESIGNER.
"io�_.___ v oolRmr
DI ALERT + 5 _� tT O
f
TRACT No 3042
TM ,::w _
;0 HOLLAND ROA D
I m..................... --------------- VALLEY WIDE RECREATION
CALL
BEFORE -
- - I'' D NOTE: &PARK DISTRICT
YOU DIG! FOR
is
r ? NORTH 3- THE ARE WITHIN COUNTY ROAD RIGHT OF WAY ONLY. �—
NOTE: SEE RIVERSIDE COUNTY THOMAS BROS. GUIDE MAP,
1-800-227-2600 2001 EDITION, PAGE 868 GRID G2,G3,H2&H3.
UNDERGROUND SERVICE ALERT TOWNSHIP-sS, RANGE-3W, SECTION 1&26amu". �oe Date: !• 'Call at least 2 working days prior to excavating.pp.
NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT OSC4 BENCH MARK: SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT 0� f.�,p RIVERSIDE COUNTY TR 30422-1 IP 040242
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ESS BORTHWICK GUY B E T T E N H A U S E N INC. 1
'� APPROVED BY: 1 NN �4 C.i BM M-14-63 IN THE COUNTY OF RIVERSIDE
ISSUED, O A OT 2462 Dupont Drive . Irvine, California 9261 2 ez?
� T INTERSECTION OF NEWPORT THE LAKES '-
c�- 949 476 86i6 T 949 476 8707 F www.bgb-inc.com 13!i4 �` n ROAD AND LINDENBERGER
No. 33950Z �`1P `� ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS 0 DRAWN BY: Jeff Kraus
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08111111M MARKED COUNTY IN CAP OF 34 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE PR. DATE KH A. AN DATE: CLIENT CENTEX HOMES * "� Tr. 30422-1
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY �: 3} WELL MONUMENT 1984
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY Clv�- ��• t
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ,qT >.- 2280 WARDLOW CIRCLE. STE. 150 J, l✓ 34 G E ELEVATION 1425.301
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F q� L\E� f O CORONA, CA. 928W L' �� SCALE: H• TITLE SHEET
APPROVAL BY THE COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY: REC MENDED Y WILLDAN A : CONTACT: DON JAMES (951) 479-9389 l� Of C1►1.�F �; NONE f0� rro. ctT1r
LANDSCAPE ARCHITECTURAL PLANS
VALLEY WIDE STREETSCAPE
PH.1 Tract 30422111111111 1 M N I F E, CA.
C NT X HOMES CORPORATION
INLAND EMPIRE DIVISION
KEY MAP
.__: .. __.._
.............
NOTE:
VALLEY WIDE APPROVAL OF THESE PLANS IS VALID FOR A PERIOD NOT TO
EXCEED SIX MONTHS. AFTER SIX MONTHS, THESE PLANS ARE SUBJECT TO
REVIEW. ALL WORK MUST CONFORM TO CURRENT VALLEY WIDE STANDARD
GUIDELINES. CONTRACTOR SHALL MAKE ARCHITECT AWARE OF ANY
CHANGES TO THE STANDARDS PRIOR TO INSTALLATION.
m
a
rt
m I
I
!
-
a
{ fA i
P
I
O
f,
Ql I `I T
I
m Oi I O
n
N
M
N v
1 m n m O) 1 O
a V v n
a a
N N N I NN!r
Ic
m
co! 07
10
mD � \ N m -1m
14
n to
I 1..
f'
_
T:T nl
i
i
N \ -
nT '.
�s!.I NcNyii':I il�--I.
- )\ JI —Mii.
chI--__-
4
o r
rnj
N
`•-_ - �— I.1 .-_ ICI III < N II,!Ill i,. N y i O
(oil m
t _ _
s! N N
N.
n
L
Q
K
0
O
3
z
N N N M
N
ip N /
N
M
Q "
p
111 cmv%1n
N
N
-
r
d N
CC
I _
I
!I Ili u°i
I
i1 N
I
I Ijl N
I, I
I
-
I
I
I ♦ II N
1 C' iI� I-jll N
m
- I I; N
m !i , 10
if
5
N
co
V f — co
N N
ti I n iB m l I! t I - I m 11 c; 8
i r o W}'11-I I in I to n m
V
4
- -cy m10
fo ,
C11
�...-.3NsEt-a31H�J1'RiNA4 a-._ r, \ // M I\ '�•
1� I �1 pp �p pma 2a o m r `',,�.� r i/,.�/ M / •�
I'1 OOi PIN i!It N N N N N / \
'?Im
3 rrjao
tD fOD N : N N % mac, /'r Go \i fn O
0 �\
\\ N T -r.; '� N 10
N N N NI N N N/ N /N \, \ j •- m
m
h /
N /GoEp
m I /
_ Av*-3N.rsdl)r 1 rf'1
N04 N N -_-h&II O fn \
y N N - -I - o / 'D
Y, N ,.4' , • N N N M (V
` N
N
!
Iw N % to
cn a it
1 N c�
N
N
Slrr � I
,
, 1
lM f \\
N
N
Q \ R1 yr
m V
Ol N
I
N
m
: O
Ir / /
N NI 11 T
N I
3AINa v1SIA vwov1
0
0
r h h O � tO tn0 I . \� il m
r
Al
I
If
I
--
i T
T O i
N h if
f#
Go
m I
\ i
r
I _ M N I m
{ t' I
I
I m : � � - �-___ --- _,' ! r, .__ _.._.. !' •- I � °�+ ! c, it
w _
j
m1.1I
❑J � 1T1Vn
I
❑ � 4k7
EnaO -
o I
i
4
' i I
I s
m
0 T N M
:'3
\
i
, O _.
r I
/
li
:
i
! T N I
_ s
i T
:
�1 iNF
l
N I P r pppp I I {{ I N
N 'ill H 7 Q ,Oj fo ch7 cmn M n li !� p C4
• 1[I 01
1
Ili_
N _ piyy,,11 N N N -E P6 m
i•+ �
i \J
/ U
I
V
1 _ I
N ;
i
av02! 3331N3W av AIN3114
nl -
FPjj:%Rjj
0pig
till I I
4
d �
}
4
p p
i�000 0�0
J
3
' fJ
}
O 3 O
W
F L
ZZ 55OW
J
� � g =V � 9
HIM
6 � ►-
}i lot�_
O� �� �' _m
Q b
� }
4Q ICI
w�QQ-JJ
}
V
m s s
F Ile FZ Ja u �11 O u 7e Z�
ZZWW �
�OJLQQ3QWjQ1yL OJ Sl
�
A6 O Z.. OJQ� A
J J
— �-- s
�QlWN IM �� o _
J LIDF
w
;-- r Ilp a
-. -- r
m
F \
\y/ {1O (pcoI M m� �p
to m N I N N
O
, � m
1p
t"I"Y
T
n /q;raii m r
7,
co`- ii;'f, ��\ ^�� - to .0 r rl W f�i ril' O
N � : vi+ kr 8/! '%j ; '�/ f•D � /,f A....."�m...e� ' _ = -_ I n P. � J
c - ,
7 r^•� -�----" _�> / ir)
��••-.•• �:�r: ' �v \ , /�, �/ i M,, _camtl: t /fit
o "ii I11 i.' CO r M N i. m i
fir `i. f- - ! N N
y // -�` % \ T may{, jj }---r � i __ i m '/�
°GJ ffl- f0 I ,:1 �! n r •!•
p
o
i
T
\ h S \ O7
aa:
m-14m _
r�i r;v m N -./ �'i' �/ �'' \�.�/ :I =� �^' \ T j T II �+� � I � ��... •Z `�"���, eat!' :
m m '\ --6 Jj�w -- -
it
T
I,
j a I' N -III:
1
9 n I
a m
J n 3
co
N�\( �.
t- M--
I
...
M I I ........_._. _. I
_.
Y M
91 F T , L.a I \
i
r J
I
I o
I I \ /
N K � � �--2.3�""'"""`^-...»- _:.... � III 1,�'-�'•.-�_ YI \ �1/
I 7:1 I III N I •� I I�/._ r �l.S - _ _
I N
-:; §I4- �..._ .. .....-jlI H M N 1 $0� CIE
�,---I
.... Q \ '.., ,0
\ y
M N i N
oo T
a\ I N N._
N I!� N / .....,, :iJf O
i !�
M \
N N iN
... -._� III 1 �II.-_ � i � II � r I N I � N�\-•�.// `.� r I � - � p\\
I` N d T'
N
T
O
N ` E
I' f 91
N N g[ �
7 I _._ M
'I1j:pq II IIIhI NTryry j IIIpI kII\' N 1I N I N N!-
O-....k N ryN I N
7 i I
T
N
N � N . � . ii I N (.n 1N II! �j� � � T � m i n I _m ! it I � I I % .e - �-``�•. - `'� ;, v�i
_1_ _ /^ `h ,'Y,�h -
{I! N I !1 N ' / „-�i
(•� , ! ./•" N r/ r(f ..iti 'J�:/(/t. (,r`� - j amD I / F� :t� a •\ M I �, //
! \ 00II ! I nc,
r 1/, ..m.- Y,i 3�,•_,._N f� N f N /`,.-�.\ I -__
_ -Yj .• as •/ -..[�. M it ft1\
Ni'h 7 -N•al\-)_'=;�;w_.._,'=..i..,`=_- r� aMj
_ N m
O1 M
I\
I
Nll
M _. n.....IN --qm I N N v, p
1
} - l
i33gIS'3VfN�-
5
g
iIl
N
in
K
fq
N
N
tll
W
N
N N
N
W
fq
fq y
tll
O
Q£
7
F
N
8R
H2
8
8
$
,�Z yam,
6
u�
�i
°u�
n
im
•�i
n
im va
�i
ai;
5� m
m 'v�
•�
n
m
mal
vs
m
m
2
FF
M .TSB
N
m
O
O
N
O
sOg
O O
P
O
N m
O O
m
O
QOQ
gO
O
O
O
O
zo
z
o
0
0
vi
N o
OR
F
m
�aa
l�oVS
e
loV 5a,
e �CoS
�Oa
0
�q
�05
Op
o
fcq
t �
h
R5
Zr
Sn
A,
H
tv
tr tr
�
H
tr
Lv n
tv
!•,
a
i
!�
in
p3
8
8
8
�+
LL
2
9
8
'a
8
1?
8
8
8
n
R
A
8 8
ui 9
8
9
8
1
8 8
8 9
8 8
9 8�
rc
$
9
8
9
$
9
9
91
8
8
8 8
8 8
5! 8
�
s�
�
9
S
a
9
.QJ
♦♦O
m
�mfm
m
N
{y
yN
yGN�
+m ro+m
ym
♦oN
yCN� by
Vb
�y
�y
�.a
�y
`y
gg
2
i
Z O
J
¢
O
F
am
W
F
�
i
f
m
W
F
�
F�j H
C
O O
F
R
O
O
H
7
H H
z
3
C
9a
4Q
u1
aa
aa
aa
iCl
o
i
c t
O
W
IOUy
WU'
yU'�
t�6OJ(,
W
W
r
loU
O
O
$
m
N
t^+) G
Oc4
Y
=i
G
m
FF OK
LL
_
W;
4a
O
m
gg
m
sg
8
O
3•
O (S
_
(
m
m
O
m
a
p
g
O
<
O
g
3
g
3
�
N
l7
♦
m
O
�
�
� em-
•h-
�
N N
R l~4
N �
�
�
�
�
N
m
to
L 3SVHd
Z 3SVHd
f 38VHd
DIG ALERT
TM
CALL
VALLEY WIDE RECREATION
BEFORE & PARK DISTRICT
YOU DIG!
1-800-227-2600 ;
UNDERGROUND SERVICE ALERT S�. c►e �n
Call at least 2 working days prior to excavating. pp Date: OO U �lV
NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT �10SC�p BENCH MARK: SHEET N0.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT OL F� RIVERSIDE COUNTY TR 30422-1 IP 040242
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ESS B O R T H W I C K GUY B E T T E N H A U S E N INC.'p
ISSUED. ,�9 ' A APPROVED BY: 1 �" �4, �y BM M-14-63 IN THE COUNTY OF RIVERSIDE
�i' 2462 Dupont Drive m Irvine, California 9261 2 � �
0 A �T y 'ice T INTERSECTION OF NEWPORT
9 4 9 4 7 6 $ b i b T 9 4 9 4 7 6 8 7 D 7 F w w w. b g b i n c. c o m $ 1354 �t n ROAD AND LINDENBERGER THE LAKES .S�'.EiGl(
THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 33950Z �' ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 % d �Q DRAWN BY: Jeff Kraus'"` MARKED COUNTY IN CAP OF 34
SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA A. TH DATE: CLIENT CENTER HOMES * D "� * Tr. 30422-1
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY �i WELL MONUMENT 1984
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY c Iv L 2280 WARDLOW CIRCLE, STE. 150 J, y �, ELEVATION 1425.301ENGINEER SHALL BE IRRIGATION MASTER PLAN
ACCEPTABLE SOLUTION EAND REVISING THE PLANS FOR N q F (fir cm.* L /�iO ` CORONA, CA, 928W % �
APPROVAL BY THE COUNTY. DESIGNED BY DRAWN BY: CHECKED BY: RECOMM ED BY WILLDAN .DA :'� CONTACT: DON DAMES (951) 479-9389 �rf' p� C���E SCALE: v. NONE FOk W.O. c"TM
3
MATCHLINE - SEE SHEET 10
r
126'-0° " �, o \'� 1430.0
761-011 `'� OPEN SPACE
55'-0" ``` 1430.4 LOT 354
1430.7 1
NOTE: 1430.9
SEE MENIFEE ROAD STREETSCAPE PLANS FOR
LANDSCAPING THIS AREA X, 4 3 _ - - _ _ - ..._•:� , W
_�
LAJ
1
\ Uj
142
LL
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED NATHIN THESE PLANS SHALL NOT COMMENCE UNTII
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
APPROVAL BY THEACCEPTABLE �COUNTY ON AND REVISING THE PLANS FOR DESIGNED BY:
REVISIONS
DRAWN BY:
PUBLICISIDEWALK
CHECKED BY:
Z
w
2
OPRt. DATE
COUNTY
S 2.1 1''rfi ii -16
11 2
11-1Z 1�,11 I1 1 , . W
11 I I
IV ill 1211.10
_ 1
/1 Ul" o _ _ -
- _40.
4.1
nal
l l/2"
. r l am , . I ...
LLIMIT OF WORK - \
r r s ✓ '_ / .
• .y S _ t .r--• r s � a -
A
i -
�IRRIGATION CONSTRUCTION NOTES (valley wide phase 1):
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION.
/!� j� 2 STUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
POW '% j O THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN
/ LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANCsULAR PULL BOX. BRAND THE LETTERS "SB° ON THE LID FOR FUTURE
IDENTIFICATION.
4 LAKE STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGsHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
j INSIDE A RECTANGULAR PULL BOX. ]BRAND THE LETTERS "S]B" ON THE LID FOR FUTURE
IDENTIFICATION.
LIMIT OF WORK STUB AND CAP A 2" / PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INT
O PHASE 2. RUN
EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION.
I i J STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
/ ELEVEN (lU CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
RIGHT OF WAY INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE
IDENTIFICATION.
INSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.OA IRRIGATION DRAWINGS.
INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
S AREA. REFER TO H.OA IRRIGATION DRAWINGS.
a ;
O INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
_ �OFESS,Ia,_\
iD A Oj���
No. 33950
Exp.6-30-08
�,9 C 1V IL ��P
rF CF cA��F�
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
CALLOUT LEGENE)
OWATER
METER CALLOUT
CONTROLLER CALLOUT
OX
CONSTRICTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORMAITON
0 30 60 90 120
SCALE 1" = 30' NORTH
NOTE
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
BORTHWICK GUY BETTENHAUSEN I N C.
2 4 6 2 Dupont Drive Irvine, C a l i f o r n i a 9 2 6 1 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
/ O /r 0 40, DRAWN BY: Jeff Kraus
A. DATE: CLIENT CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
Zia' CORONA, CA..92880 N
ENDEDFBY WILLDAN ATE: ,1 CONTACT: DON JAMES (951) 479-9389
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V..
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES SC#EPV(,E A -
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR: W.O. COUNTY le
FILE NO.
SHEET NO.
3
OF 3'4 SHEETS
,
I W
POIN
ON AT ON
Wator Meter
j
11
Wa� Met
I tiop, Numb
f
21+90
Tree Lagos Dr.
UJ�ter M
on
/ /f
05owtng Ntfmbar
11/2"
IS* Flow Though the Meter
0-33661
) 2621 1 432. 0
D gn
assureAt The Meter (PSI)
66.9
al Area
ved�By The Meter In Square Feat 1349�D
9anutffWatx
age The Meter (Gellon/Year)
2 911A
Hydraulic Gr
Line (HGL)
1541.
Ele oloi�At
ter Meter
143230
valiable Statl Pressure
50.00
See Sheet 11 For roller Designation
STATION. 21+90 D-33661, C40NNECT TO
EXISTING 1 1/211
SERVICE AND
INSt L 1 1/211 LANDSCAPE SERVICE PER M-11
1432.3 IIII
OPEN SPACE 1432.0
~ LOT 355 1 114 14V35 122 1432.4 I i
1 l 121 L
2
P t 14301.26 1 .6 l 14 6. 7 1432. 8 116 , ,� i ;
1432.5
119
118 143 .3
11.1
117
`211 _ - 183 25 J /
ul 11 to
1-7 ul 0 18 _ `` r -- - --� li -8 1� /4V v 3/ "
11� 16 1 g „ o ``
265
V J
1-1
- -�-- Q
1 -. -�- - -
N
-- ` THE - _ 0 21 I'l --- 21/1"- 1/211
DR-F--y `. O 1-1-2rJj I
11-20
-- -
-------
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
RK _
WOCONTAINED WATHIN THESE PLANS SHALL NOT COMMENCE UNTIL ••
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
138 137
` 139
1429.1
1428.8
1428.7
1429.5
IRRIGATION CONSTRUCTION NOTES (va l ley wide phase 1):
0 STUB AND GAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
QSTUB AND CAP A 311 PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN
LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS 115
5
11 ON THE LID FOR FUTURE
IDENTIFICATION.
0 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHTTEEN (15) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS 11SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC. SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHT (6) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS 11SB11 ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS 115B" ON THE LID FOR FUTURE
IDENTIFICATION.
OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.0.,4 IRRIGATION DRAWINGS.
INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
8 AREA. REFER TO H.O.A IRRIGATION DRAWINGS.
o.J INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
136
1429.9
135
1430.3
TRANSPORTATION DEPARTMENT
�� � APPROVED BY:
t�0 A. OT
No. 33950' ' o ` 0
APPR. Exp.6-30-08 DATE KHALF A. DATE:
REVISIONS COUNTY qr c Iv ,
DESIGNED BY: DRAWN BY: CHECKED BY: F OF CAL* �
RECOMMEND BY WILLDAN ?OE:d"
133
134
OPEN SPACE
LOT 356
1430.8
1430.5
-- - --- - r __ --- ---
CALLOUT LEGEND
OWATER
METER CALLOUT
CONTROLLER CALLOUT
O
CONSTRUCTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORMAITON
\ \+A
132
OPEN SPACE
LOT 357
' a
\ 1431.2
11'
I
211
Ij
I� LL
Oct
i
i
i
i
1 _1
/Z
/D'
2t1, 10.4
n , Lo
to W
W
vJ
' W
2, W
i
'LLI
Z
-24
4t
0 30 60 90 120
SCALE 1" = 30' NORTH
NOTE:
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
:AL -LANDSCAPE ARCHITECT
BORTHWICK GUY BETTENHAUSEN I N C.
2462 Dupont Drive Irvine, California 92612
949-476-861 6 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
JENT CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
C
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. 1' IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V:
TR 30422-1
SHEET 1 < / 26 SHEET 12 / 27
Ill SHEETI3/28
SHEET 9 / 24-SHEET 8 193 "
SHEET 10 / 28 SHEET 7 / 22
VALLEY WIDE RECREATION
& PARK DISTRICT
Samuel W., Goepp Date:
I P 040242
COUNTY OF RIVERSIDE
THE LAKES SCHEOU 6 �
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR- W.O. COUNTY
FILE
NA_ -
EE
SHEET NO.
4
OF W SHEETS
MATCHLINE — SEE SHEET 7
�0
IN
i.
1433.3 \
190 \ ,
/ At 3%4" 4 ��� • \
' 1 � \ \\ • \ \ 2i8
i 3/4°5
� \15-
\ �°\ r
\ \ 1/2" 293 l
i /4° \. \ \ \ �,?
\ In" \
' 3/ /4" \', ry \ \\\\' lg'B 91432.9 r
\ \
/ \ t/z° \
82 0" I I 1 3/4' two
I° 1 1/,2°
� M
3/4" i 1 In �� \ .' \ \ in" 1432.7
` 3/ 3/4" 3/4" 1"
AN
tAN 1 \ \ \188
20.4 \'� ' \ U4' I' 2' 2 NN \
I -14 I-V 3/4" In" \ • ' \\ • \
3.9 \ \ �\ �" 1'4 AN I° 00 3/4
� 3/4 3/4"
15� 15 \ ;` � 3/4"
1521 " <4 \r.� \ \\ ,2 I /4" 3/ \ 1432.2
1/211
.�,
> \\ • '
187
2\ \
\ B " °
/ ' \ ' � ��y►?`4. \ /4�� 3/4 3/4. 3/4 •� • \`` •\\
3/4' 3!4' 3/4 3/4 \\ \
.140
AN
W 00 +3 \� . 2"
1" I' 11/4" " AN
W
\ 196
'1
\
OPEN SPACE\ \
LOT 360 \
-OtWT OF 0QIIMCTI
IWA(HATI0N
Water M
15
Water CT Stan
WaterMQiter L
,�
t
26.90
Tres La o
9 .
�
EMtUw)c> �dar
�f•.Y
w Number
2
The Ppak Dart
I ough
Meier (%PM) 3
The
t The
yam°
,
Tot�l Area
The M I
ure 4�0
Amial Uja
the M CGallon/Yea/
q0
N�drault�
lHCsl.
4r,,4-1
levatJon
Metar� _ -
431.00
Avallafbt
eraser
50.00
1 or Com ller Dest
it ;
D-3366 ,
O EX T 2
INST L 2" L
SERVICE PER M-1
L '
IRRIGATION CONSTRUCTION NOTES (valley wide phase D:
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION.
OSTUB AND CAP A 3 PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN
LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "515" ON THE LID FOR FUTURE
IDENTIFICATION.
03 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGsi IT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION.
oy STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB --OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.0.,4 IRRIGATION DRAWINGS.
S INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
4 AREA. REFER TO H.O.A IRRIGATION DRAWINGS.
o.J INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
14
OPE PACE o
T 359//'to
' o
o ` \
1431.8 r
\ 186
13
1°
LLI 23 -- — 0 1" /4, 3/4° 3/4 �1 /\\ \ 1431.4
c+� -19B 3/4" ` \ . \ \ \
r,
24 1 5-20 21b 4" izzLLJ
' - r15-21 362'
15-22
185
z' It a , ' ` . ` . `
\ f
.i 25 \ 15a23 1431.0 \ I
2 \ \
2 \ 2 1/2" 1430.5
OPENE
SPACE
�
" 183 LOT 361`
3! / / _ _ .. -_�_ i2 �Ole v � �( �\ • \ ' \
1430.1
� /4 � � i •../i i - -. '� �_ • _ ---- 19-3 �'--, DEtAIL I -31 � . \ \ \
5.4
1.2
�14../.� _ ` 1 - - </\�� 15-24
< 3182
/ ar -- -- 1" \ �� -25 \. \
15 / 0
OPEN SPACE
' • `1 � • \ I�OT 370
g
cli
Z
Qa f
' �
' J /
' U
3
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLAINS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
CALLOUT LEGEND
OWATER METER CALLOUT
CONTROLLER CALLC'1T
OCONSTRUCTION NOTE
REFER TO SHEET 1'l FOR SPECIFIC
COMPONENT INFORMAITON
0 30 60 90 120
SCALE Igo= 30' NORTH
NOTE
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS 8 NOTES
4t
4t CO
29 �<C/
4
\ ,
-s /
94f
4f
/
II
SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT
TRANSPORTATION DEPARTMENT
APPROVED BY: BORTHWICK GUY BETTENHAUSEN INC.
2462 Dupont Drive Irvine, California 9261 2
a � A 0�' 949-476-8616 T 949-476-8707 F www.bgb-inc.com
Y No. 33950 CA^
Exp.6-30-08 /O tr DRAWN BY: Jeff Kraus
APPR. I DATE KHA A. M DATE: CLIENT CENTEX HOMES
REVISIONS COUNTYgr C IV ��- ��P 2280 WARDLOW CIRCLE, STE. 150
F cr Cp,%- � / z Z.00 6 CORONA, CA. 92880
DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMENDED BY WILLDAN A :j' CONTACT: DON JAMES (951) 479-9389
C
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
a ROAD AND LINDENBERGER
ROAD. 1' IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V:
TR 30422-1 I P 040242 SHIFT NO.
COUNTY OF RIVERSIDE 5
THE LAKES
VALLEY WIDE STREETSCAPES PH. 1 34
Tr. 30422-1 OF 1Z SHEETS
IRRIGATION PLAN
W.O. COUNTY
4
DIG ALERT
4§T11
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI'
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
CALLOUT LECzEND
OWATER METER CALLOUT
aCONTROLLER CALLOUT
OCONSTRUCTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORMAITON
IRRIGATION CONSTRUCTION NOTES (va llev wide nhase D-.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
QSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN
LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
3 EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHT (6) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
f ELEVEN (11) CONTROL WIRES AND ONE (I) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA, REFER TO H.O.A IRRIGATION DRAWINGS.
S INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA, REFER TO H.OA IRRIGATION DRAWINGS.
c� INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS,
0 30 60 90 120
NOTE:
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
SEAL —COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT
TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN INC.
APPROVED BY:
2462 Dupont Drive Irvine, California 926' 2
A C'ri 949 476-861 6 T 949-476-8707 F www.bgb-inc.com
No. 33950 2^
Exp.6-30-08 d /49 Ad ` DRAWN BY: Jeff Kraus
MARK BY DATE APPR. DATE K AL tA.?7rH1WjDATE: CLIENT CENTEX HOMES
ENGINEER REVISIONS COUNTY CIV ►�- ,�� 2280 WARDLOW CIRCLE, STE. 150
DESIGNED BY: DRAWN BY: CHECKED BY: F CF CORONA, CA. 92880
RECOMMENDEIr BY WILLDAN �T—E: CONTACT. DON JAMES (951) 479-9389
9F C
SCALE 1 it = 30'
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
# MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V:
NORTH
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES 5CWWWE I -
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR: I W.O. I COUNTY
43 ,6.
OF 2'SHEETS
MATCHLINE - SEE SHEET 12
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND APPROVAL BY THE COUNTY. REVISING THE PLANS FOR DESIGNED BY:
OPEN SPACE
LOT 352
MATCHLINE - SEE SHEET 4
CFAI _rry IWTY I rry IIITY AC Qlurocinc, cCAI _I
C,4LLOUT LEGEND
OWATER METER CALLOUT
aCONTROLLER CALLOUT
OCONSTRUCTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORMAITON
IRRIGATION CONSTRUCTION NOTES (va lleu wide phase 1):
0 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
OSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN
LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
3 EIGWTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
STUB AND GAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHT (S) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "85" ON THE LID FOR FUTURE
IDENTIFICATION.
0 INSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.OA IRRIGATION DRAWINGS.
INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
S AREA. REFER TO H.OA IRRIGATION DRAWINGS.
OINSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE. ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
0 30 60 90 120
SCALE 1" = 30' NORTH
NOTE:
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
TRANSPORTATION DEPARTMENT
VOESS '� APPROVED BY -
A. BORTHWICK GUY BETTENHAUSEN INC.
�y 2462 Dupont Drive Irvine, California 9261 2
�T�y_ 949-476-861 6 T 949-476-8707 F vrvvvv.bgb-inc.com
No. 33950 2 a f ` l V ` DRAWN BY: Jeff Kraus
Exp.6-30-08
APPR. DATE KHAL A. N DATE: CLIENT CENTEX HOMES
REVISIONS COUNTY � C IV ��- s 2280 WARDLOW CIRCLE, STE. 150
DRAWN Y: CHECKED BY: %TF � ���F��z j j�0 CORONA, CA. 92880
B RECOMMENDE Y WILLDAN ATE. CONTACT: DON JAMES (951) 479-9389
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 =30'
V..
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES S0fEC (E , -
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR: I W.O. ICOUNTY C
SHEET NO.
OF 2SHEETS
0
N
0
MATCHLINE - SEE SHEET 12
f=fi`fo-- A TiON GONST=UCTiON NOTES C I 'd H 111
va ey W i e p CIO= :
IN
STUB AND CAP A 2" PVC SCH 40 MAIN LiNE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (1) COMMON WiRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SiX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 3 PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (V COMMON WIRE TO THE CURRENT END OF THE MAiN
LINE PIPE STUB -OUT. MAKE A WIRE COiL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "85" ON THE LID FOR FUTURE
IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHTTEEN (18) CONTROL WiRES AND ONE (1) COMMON WiRE TO THE CURRENT END OF THE MAiN LINE
PiPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SiX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SIB" ON THE LiD FOR FUTURE
IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LiNE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHT (8) CONTROL WiRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LiNE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COiL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PiPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
ELEVEN (I1) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WiRE COIL FROM AN ADDITIONAL SiX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LiD FOR FUTURE
IDENTIFICATION.
INSTALL RECLAIMED iRRiGzATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.O.A IRRiGATiON DRAWINGS.
INSTALL DOMESTIC IRRiGATiON WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.O.A IRRiGATiON DRAWINGS.
INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED 1AATHIN THESE PLANS SHALL NOT COMMENCE UNTi
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
APPROVAL BY SOLUTI
ON Nri REVISING THE PLANS FOR DESIGNED BY:
Po4
OF CONNEC ATiON
101
Wat
Meter Number.
20
Wet
Meter Civil Station Number
2146
Wat
Meter Location
Rockport Road
M
Size
2"
Standard Drawing Number
0-33665
lTla
Peak Design Flow Through the M
(GPM) 339
The Design Pressure At The Meier (PSI
669
To
I Area Served By The Meter in Sq
re Feet 60052D
I Water Usage The Meter (Gallon
ear) 2,124018.0
Hy
raullc Grade Line (HGL)
1548b1
El
ation At Water Meter
143320
A
liable Static Pressure
IQF-9?27
Sheet 11 For troller Designat(
8
TION: 4*- PR-33665,_ G TO EXISTING 211
RVICE AND INSTALL 2" LANDS -CAM
SERVICE FMRPB-10
REVISIONS
DRAWN BY: CHECKED BY:
POINT OF CONNECTION INFORMATION
Water Meter Number
12
Water Meter Civil Station Number
21+10
Water Meter Location
Rockport Road
me -tor Size
2"
Et Standard Drawing Number
0-33665
The Peak Design Flow Through the Meter (GPM)
31D
The Design Pressure At The Meter ("1)
615
Total Area Served By The Meier In Square Feet
36,6W
,annual Water Usage The Meter (Gallon/Year)
1100,614.0
Hydraulic Grade Line (W-%L)
1,5415
Elevation At Water Meter
1,432.0
Available Static Pressure
50D
SEE 8HEET 11 FOR CONTROLLER DESIGNATION
STATION: 21+10 PER 0-3366 , CT TO EXISTING 2"
SERVICE AND INSTALL 2" LANDSCAPE SERVICE PER PS-10
ESS
O A OT�2
No. 33950
Exp.6-30-08
)PR. DATE
COUNTY \�r cIv 1� a, j
F Cr CALNW
MATCHLINE - SEE SHEET 7
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
A.
fel6 to L
DATE:
CALLOUT LEGEND
WATER METER CALLOUT
CONTROLLER CALLOUT
(D CONSTRUCTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORI" iAITON
r--
1
1
co
1
0 30 60 90 120
NOTE:
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
BORTHWI C K GUY BETTEN HAUSEN I N C.
2 4 6 2 Dupont Drive Irvine, California 9 2 6 1 2
949-476-861 6 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
CENTEX HOLIES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
C
SCALE 1" = 30'
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V:
NORTH
TR 30422-1
I P 040242 I SHEET NO.
COUNTY OF RIVERSIDE
THE LAKES�-
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR: I W.O. ICOUNTY
OF 3_'+ SHEETS
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
MATCHLINE - SEE SHEET 11
LO
Pill
00
_ 16.0
12 -3 W
--- ¢5 ' W
12-4 ''1 q 16 _
� -17 Cn '
14 `- o W
Eo ' W
I _ p CN \ U)
--_-' -�' 2033 204
1 W
_------- 1-97-
Z
WO
93
94 F-
_ _
_ _=—=—_--__-_ --—=__=_--- ----22
— — —96
21
1 �
0
I i 19
OP !� W �
SPACE I
W LO 48
1432.0 1432.5 1433.0
L.L 1431.6 ! !
II!j 1432.1 ! ,3 Z �\ _____ __ _—--- 1433.5
Z I
16.0
a 1��
�3
00
PMCKPORT ROAD -
18
i.n I I
III 1
1433.0
I
10'BIKE TRAIL
PUBLIC SIDEWALK 111 j
III i �
17
N CD
I
Ln
1433.1 !
iill 1
ilI
ly LIMIT OF WORK
I
IIII 1
NOTE:
SEE MENIFEE R D STREETSCAPE PLANS FOR 1
16
LANDSCAPING T IS AREA I I
1433.5
IIII�I - i
Ln III, 1 I
Ilia 1 I
jll i 15 I
1434.0
IIIII � I
126'-0" I RIGHT OF WAY
761 Ilil i
554 Iljl 1 14
o Cn I��I
in O II I 1434.4
III
10' BIK TRAIL I I 1
PUBLI SIDEWALK .._.. III 1 13
II 1
III 1 4 n Z A G
MATCHLINE - SEE SHEET 10
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE REVISING THE PLANS FOR
APPROVAL BY THE COUNTY DESIGNED BY:
1433.0
1432.4
Uj
Z
IRRIGATION CONSTRUCTION NOTES (va l ley wide phase 1):
0 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (U COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
OSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN
LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
3 EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHT (6) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "85" ON THE LID FOR FUTURE IDENTIFICATION.
G
STUB AND CAP A 2" PVCSCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE N.O.A. LANDSCAPE
AREA. REFER TO H.OA IRRIGATION DRAWINGS.
INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
S AREA. REFER TO H.OA IRRIGATION DRAWINGS.
o.J INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR NOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
SEAL —COUNTY COUNTY OF RIVERSIDE
ESS TRANSPORTATION DEPARTMENT
'q( APPROVED BY
A. or
t No. 33950 Z �^
Exp.6-30-08
APPR. DATE KHA A. DATE:
REVISIONS COUNTYgr C IV
DRAWN BY: CHECKED BY: F "\f�
CALLOUT LEC3END
OWATER METER CALLOUT
CONTROLLER CALLOUT
OCONSTRUCTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORMAITON
0 30 60 90 120
SCALE III= 30' NORTH
NOTE:
I'IAINLINE TO BE INSTALLED IS" BEHIND BACK OF THE BIKE TRAIL.
BORTHWICK GUY BETTE NHAUSEN INC.
2462 Dupont Drive Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
DENT CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
C
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 °=30'
V.-
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES SGftEOtl f�
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR: W.O. COUNTY
FlLE N0_
SHEET NO.
9
OF 3 t SHEETS
MATCHLINE - SEE SHEET 9
DIG ALERT
4 TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAHM WTHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
IM! =1 � 1MI 11=1I•11=111 11=1 11M lMll
MATCHLINE - SEE SHEET 3
C,4LLOUT LEGEND
OWATER METER CALLOUT
ZCONTROLLER CALLOUT
OCONSTRUCTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORMAITON
IRRIGATION CONSTRUCTION MOTES (va lleu wide nhase 1):
OSTUB AND CAP A 2" PVC SCI4 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (i) COMMON WIRE TO THE CURRENT END OF THE MAIN
LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
3 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEEL AND II-4STA1-L THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT ENO OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX_ BRAND THE LETTERS "56" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
ELEVEN (lU CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE
IDENTIFICATION.
OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.O.A IRRIGATION DRAWINGS.
INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE N.O.A. LANDSCAPE
S AREA. REFER TO H.OA IRRIGATION DRAWINGS.
OINSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
0 30 60 90 120
NOTE:
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
TRANSPORTATION DEPARTMENT
p�#�K� BORTHWICK GUY BETTENHAUSEN INC.
APPROVED BY:
2462 Dupont Drive Irvine, California 9261 2
'� A �T 2 949-476-8616 T 949-476-8707 F vvvow.bgb-inc.corn
No. 33950 Z
MARK BY DAIS APPR. DATE Exp.6-30-08 tRE—COM
M DATE: % ` /a C DRAWN BY: Jeff Kraus
'H ,1 CLIENT CENTEX HOLIES
ENGINEER REVISIONS COUNTY qr CIV ��- �,� 2280 WARDLOW CIRCLE, STE. 150
DESIGNED BY: DRAWN BY. CHECKED BY: cr ca`-w Z- Zd CORONA, CA. 92880
BY WILLDAN -I CONTACT. DON JAMES (951) 479-9389
C
SCALE 1 to
= 30'
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
V. 1 "=30'
IA"DN
NORTH
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES SC EDUa �}-
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
W.O. I COUNTY
SHEET NO.
OF 3t SHEETS
0
04
o
0
a)
Q
DIG 4ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED MATHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEN
ISSUED.
0
O -
0 W
W
LL
Z
W
I
10'BIKE TRAIL -
PI�BLIC SIDEWALK
1
1
10'BIKE TRAIL
PUBLIC SIDEWALK
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK( I BY I DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
APPROVAL BY THE COUNTY. LREVISING THE PLANS FOR
VADESIGNED BY:
i
--- CV
--- NEWPORT ROAD - - -
�p 3.0 125 Q12-
3.0
~ 12-6 12-1 12-S
1"
�— — — — — — — — — •—•—•—•—•—•—_—._
RIGHT OF WAY
EN SPACE
LOT 347
LIMIT OF WORK
NOTE:
SEE MENIFEE ROAD STREETSCAPE PLANS FOR
LANDSCAPING THIS AREA
LIMIT OF WORK
RIGHT OF WAY
MATCHLINE -SEE SHEET 9
�) A. Ol e
0
No. 33950 y^
Exp.6-30-08
APPR. DATE
REVISIONS COUNTY q� Clv.01z,,
DRAWN BY: CHECKED BY: F OF' CM-0
TRANSPORTATION DEPARTMENT
APPROVED BY:
3A 125 10.1 3.0 ' W
12-10 112-11 1112-12 1112-13 1 W
in
IRRIGATION CONSTRUCTION NOTES C va l l ey wide
.�u
--------------
W
J
U
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR '
(4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "58" ON THE LID FOR FUTURE IDENTIFICATION.
OSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN
LINE PIPE 5TU5-OUT. MAKE A WIRE COIL FROM AN ADDITIONAL 51X FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SIB" ON THE LID FOR FUTURE
IDENTIFICATION.
03 STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANCaULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EI6A4T (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL SOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS rrSBlr ON THE LID FOR FUTURE
IDENTIFICATION.
OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE N.O.A. LANDSCAPE
AREA. REFER TO H.O.A IRRIGATION DRAWINGS.
S INSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE N.O.A. LANDSCAPE
AREA, REFER TO W.O.A IRRIGATION DRAWINGS.
c� INSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
LOT 345
CALLOUT LEC3END
OWATER METER CALLOUT
El
CONTROLLER CALLOUT
OCONSTRXTION NOTE
REFER TO SWEET 1'i FOR SPECIFIC
COMPONENT INFORMAITON
0 30 60 90 120 1'�11
SCALE 1" = 30' NORTH
NOTE:
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
BORTHWICK GUY BETTENHAUSEN INC.
2462 Dupont Drive # Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
CENTEX HOLES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
ri
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
` BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 91=30'
V:
TR 30422-1
I P 040242 I " "'
COUNTY OF RIVERSIDE
THE LAKES SCMEl>W6 4-
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR: Iwo. I COUNTY
OF SHEETS
-i ,6
LLIW'
cn'
LIJ
`W
3 0 12.8 14S 25
12-14 12-15 12-16 12-1-1
It It lot
Z
— — — — — —.....— — — — —3/4 ' — —
_3 " --
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WTHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
76
/ LIMIT OF WORK
75 0
74
72 73
NEWPORT OADto
p _ _ —
co 10.4
31A _ ._•• •: 25 1.0
121�8— _ 13-10 13 8 13tn9 r,
0
i — • 3/4
\ /4 3/4 /4'
\ 3/4 l
3/4 I X
• 3/4' 3/4" 4r
311 3/4
- i \
OPEN SPACE �' '— _ _ i ` I I �• j j j
LOT 371
—.—•-� j I I ,. 141
13,-4
I► Ohl !„ 1" 2 I I I
FUTURE 60'-0"
4 '-0" 1 1 1
COMMERCIAL
i 2
116AN
13 12 I
1/4"
2.0 ; 11 1 1/4
12-20 I li /41
I
TT i
1 I �' /41
2 it
I
'Ili I l l! I I I
�iii I I I I 'I
1„
3.9 I I I I
2 .)
I I I L.,J
I I I I 2"
I I l cy I I I
.IWIWI
'T\T'rV0 T
TT;
1 \Z r
`
� 14.1
13-2
j 1" 2"
MATCHLINE - SEE SHEET 8
/4" /
1 1/4"
It
3�
,1
a OPEN SPACE
LOT 372
—.J /
FUTURE
MULTI —FAMILY
C,4LLOUT LEGEND
OWATER METER CALLOUT
ZCONTROLLER CALLOUT
OCONSTRUCTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORMAITON
I
IRRIGATION CONSTRUCTION NOTES (va l l ec� wide phase 1):
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE POR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE IDENTIFICATION.
2 STUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OP THE MAIN
LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "55" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
�o ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTAL!_ THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.O.A IRRIGATION DRAWINGS.
OINSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.O.A IRRIGATION DRAWINGS.
OINSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WIRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
0 30 60 90 120
SCALE 1" = 30' NORTH
NOTE:
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN INC.
' APPROVED BY:
2462 Dupont Drive Irvine, California 9261 2
Gj Q A.0%' 949-476-8616 T 949-476-8707 F vvvvvv.byb-inc.com
�No. 339502 iR�^`
Exp.6-30—Os �0 �i O 6 DRAWN BY: Jeff Kraus
APPR. DATE KH A. TH N DATE: CLIENT CENTEX HOMES
REVISIONS COUNTY sr�r CIVIL ��P 2280 WARDLOW CIRCLE, STE. 150
DESIGNED BY: DRAWN BY: CHECKED BY: � Z� CORONA, CA. 92880
CORONA,
RECOMMENDM79Y WILLDANDATE: CONTACT: DON JAMES (951) 479-9389
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1't-30'
V:
TR 30422-1
I P 040242 I sHEEr N0'
COUNTY OF RIVERSIDE
THE LAKES SCHsDutE,+
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR: I W.O. COUNTY
12
OF 3q- SHEETS
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED NATHIN THESE PLANS SHALL NOT COMMENCE UNiT
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
IRRIGATION CONSTRUCTiON NOTES Cva lley wide pHass D:
0 STUB AND CAP A 2" PVC SCH 40 MAiN LiNE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN FOUR
(4) CONTROL WIRES AND ONE (i) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SiX FEET AND NSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "515" ON THE LID FOR FUTURE IDENTIFICATION.
OSTUB AND CAP A 3" PVC CLASS 315 MAIN LINE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN
LINE PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LiNE PIPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
3 EIGsHTTEEN (18) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COiL FROM AN ADDITIONAL SiX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUB AND CAP A 2" PVC SCH 40 MAIN LINE PiPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WiRE TO THE CURRENT END OF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL INSIDE
A RECTANGULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2" PVC SCH 40 MAIN LINE PiPE FOR FUTURE EXPANSION INTO PHASE 2. RUN
ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET OF AND INSTALL THE WIRE COIL
INSIDE A RECTANCsULAR PULL BOX. BRAND THE LETTERS "SB" ON THE LID FOR FUTURE
IDENTIFICATION.
OINSTALL RECLAIMED IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.O.A iRRIGATION DRAWINGS.
OINSTALL DOMESTIC IRRIGATION WATER METER AND PROVIDE STUB -OUT TO THE H.O.A. LANDSCAPE
AREA. REFER TO H.OA IRRIGATION DRAWINGS.
OINSTALL 3" DIAMETER PVC SCHEDULE 40 SLEEVE FOR HOA COMMUNICATION WiRE.
NOTE: ALL STUB -OUTS FOR HOA AREA TO BE PLACED OUTSIDE OF THE LMD AREAS.
V2"
PUPW VALVE
FOR FIL
IR-S.
POINT OF CONNECTION INFORMATION
Water Meter number 13
Water Meter Civil Station Number 21+20
Water Metz Location Rockport Road
Meter Size 2"
EMWD Standard Drawing Number D-33665
The Peak Design Flow Through the Meter (GPM) 34.1
The Design Pressure At The Meter (PSI) -14.1
Tota I Area Served 139 The Meter In Square Feet 36,spa 0
Annual Water usage The Meter (Gallon/Year) 1,610)674.0
Hydraulic Grade Line (HGL) 1550.5
Elevation At Water Meter 1435.0
Available Static Pressure SOD
SEE SHEET 11 FOR CONTROLLER DESIGNATION
STATION. 2+ O PER 0-3366, Ca-4NECT TO EX15TIN3 2'
SERVICE AND INSTALL 2" LANDSCAPE SERVICE PER PS-10
28�
/ O
U
255
254
T
1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
APPROVAL BSOLUTION REVISING THE PLANS FOR
VAY THECOUNTY DESIGNED BY:
259
ya
14-6 '� -
/ ire .�•'�' -'"
12.4 258
lA-5 �,..
5 01
a
POINT OF CONNECTION INFORMATION
Water Meter Number
12
Water Meter Civil Station Nmber
21+10
Water Meter Location
Rockport Road
Meter Size
2"
EMLD Standard Drawing Number
0-33665
The Peak Design Flow Through the Meter (GPM) 31,0
The Design Pressure At The Meter (PSI)
(0 r,
Total Area Served By The Meter In Square Feet 36,819.0
Annual Water Usage The Meter (Gallon/Year)
1,610* 14.0
Hydraulic Grade Line (HGL)
1,5415
Elevation At Water Meter
1,432.0
Available Static Pressure
50.0
SEE SHEET 11 FOR CONTROLLER DESIGNATION
STATION- 21+ O PER D-3-16&S, C4CNNECTO
EXIST 2"
SERVICE AND INSTALL 2" LANDSCAPE SERVICE PER P5-10
=''• �•� — ' 257
_ C: ALLOUT LE(SEND
OWATER METER CALLOUT
CONTROLLER CALLOUT
OCONSTRUCTION NOTE
REFER TO SHEET 11 FOR SPECIFIC
COMPONENT INFORMAITON
256
ESSOV
A.
No. 33950 Z^
APPR. DATE Exp.6-30-08
REVISIONS COUNTY q� C IV V�'
DRAWN BY: CHECKED BY: CF CM�'6
TRANSPORTATION DEPARTMENT
APPROVED BY:
�I
2
39
/ . /i' ire 3 3 � // . /�� � ''• ,..` -' .�` -
// F'UWmE
FOR FIL 3°
DETAIL 1 8.
1" 3"
15.4
13-22 1A1,.9 .'� % jj 3
45 1 �� 30 / , �� � ,
13-2t 2 /i 302
14-5 2
f / / if
// 301
1434.6
1434.1
0 30 60 90 120
SCALE 1" = 30' NORTH
NOTE:
MAINLINE TO BE INSTALLED 18" BEHIND BACK OF THE BIKE TRAIL.
BORTHWICK GUY BETTENHAUSEN I N C.
2 4 6 2 Dupont Drive I r v i n e, C a l i f o r n i a 9 2 6 1 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
rfsl` /0 6
DATE: CLIENT
r.
WILLDAN ATE.
DRAWN BY: Jeff Kraus
CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
NOTE:
SEE SHEETS 14-16 FOR IRRIGATION LEGEND,
DETAILS & NOTES
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V:
TR 30422-1
040242 I SHEET NO.
COUNTY OF RIVERSIDE
THE LAKES 5Cj7W(4G A -
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION PLAN
FOR: 1W.0. COUNTY
13
OF 3+ SHEETS I
iRRiGATION CONSTRUCTION NOTES Cva lieu wide chase IA
IRRiGATION CONTROLLER 804MULE:
IRRIGATION LEGEND.- hail" UJTde PHi)
STUB AND CAP A 2" PVC- SC44 40 MAIN LIE PIPE FOR FUTURE EXPANSION INTO P 6ASE 2. RUN FOUR
1 (4) CONTROL UM* AND ONE (1) COMMON WIRE TO 114E CURfEM' END OF THE MAN LINE PIPE
STUD -OUT. MAR A WIRE COIL i PWM AN ADDITIONAL SIX FEET AND INSTALL THE UPRE COIL NSIDE
A RECTANGW-AR PULL BOX BRAID THE LETTERS -SB' ON THE LID FOR FUTURE IDB4TIPIC:ATIOK
OSTUD AND CAP A 3' PVC CLASS 38 MAN ION LINE PIPE FOR FUTURE EXPANSINTO PHASE 2. RUN
THIRTY ONE (31) CONTROL WIRES AND 014E (1) COMMON WIRE TO THE CURR94T END CF THE MAIN
LIE PIPE STUD -OUT. MAKE A WINE COIL FROM AN ADDITIONAL SIX NET AND INSTALL THE WIRE
COIL INSIDE A RECTANGULAR FULL BOX. BRAND THE LETTERS 'eB- ON THE LID FOR FUTURE
IDENTIFICATION.
44 40 MAIN LINE PIPE " FUTURE EXPANSION INTO PHASE 2. RUN
67M AND CAP
2* FsvAC SO
O EWTTM (0 ACONTROL WIRES AMC CNN ( COITION WIRE TO THE CURRENT END OF THE MAIN LINE
PIPE STUB -OUT. MAIM A WIRE COIL FROMM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL
INSIDE A RECTANGULAR PULL BOX BRAID THE LETTE RSS 'SB' ON THE LID FOR FUTURE
IDENTIFICATION.
OSTUD AND CAP A 2" PVC SON 40 MAIN LIE PIPE FOR FUTURE EXPANSION INTO M"SE 2. WW
EIGHT (8) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CURRENT END CF THE MAIN LINE PIPE
STUB -OUT. MAKE A WIRE COIL FROM AN ADDITIONAL SIX FEET AND INSTALL THE WIRE COIL NSIDE
A RECTANGULAR PULL BOX BRAND THE LETTERS bD- ON THE LID FOR FUTURE IDENTIFICATION.
STUB AND CAP A 2' PVC SCH 40 MAN LINE PIPE FOR FUTURE EXPANSION INTO M"SE 2. RIN
6 ELEVEN (11) CONTROL WIRES AND ONE (1) COMMON WIRE TO THE CANT END OF THE MAN LIE
G
PIPE STUD -OUT. MAKE A WIRE COIL FiROIM AN ADDITIONAL SIX FEET OF AND INSTALL TM WIRE COIL
INSIDE A RECTANGULAR PULL DOX BRAND THE LETTERS "SD' ON THE LID FOR FUTURE
IDENTFGATIONL
OINSTALL RECLAII M IRRIG AT1CN WATER PETER AND PROVIDE STUB -OUT TO THE HOA LANDSCAPE
ARREA. RB'ER TO ADA IRRIGATION DRAWINGS:
L3 INSTALL DOMESTIC IRRGATiON WATER ME I AND PROVIDE STUB -OUT TO THE HDA LANDSCAPE
AREA REFER TO HOA IRRIGATION DRAWINGS.
c, NSTALL 3• DIAMETER PVC 6CH UXLE 40 SLEEVE FOR HOA COITUNICATION WIRE
NOTE: ALL STUB -OUTS FOR HOA AREA TO iSE PLACED OUTSIDE OF THE LMD AREAS.
DIG 4ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
VOW CDWTAMED WITHIN THESE PLANS SHALL NOT COMMENCE UNTi'
AN EMCIMACNMUT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
AP EPTABL BY LUTICON O ANDNTY. REVISING THE PLANS FOR DESIGNED BY:
GENERAL IRRiGATION NOTES
1. ALL CITY AND STATE LAWS, RULES AND REGULATION GOVERNNG OR RELATING TO ANY PORTION OF
THIS WORK ARE HEREBY NCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND
THEIR PROVISIONS SMALL BE CARRIED OUT BY THE CONTRACTOR
2. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL
GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE
IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK AT NO
EXPENSE TO THE OWNER HE SHALL COORDINATE HIS WORK WITH OTHER CCNTRAC:TOR'S FOR THE
LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERAL LINES THROIUGH WALLS, UNDER
ROADWAYS, DRIVES, AND PAYING, ETC.
3. THE CONTRACTOR SHALL OBTAIN THE PERTNENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE
BEGINNING WORK.
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK
INDICATED HEREIN BEFORE BECsMl IG WORK.
5. THIS DESIGN IS DIAGRAMMATIC. ALL PIPNG, VALVES, ETC., SHOWN WITHIN PAWED AREAS IS FOR
DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED N PLANTING AREAS WHEREVER POSSIBLE.
THE MAN LiNE PIPE SHALL BE INSTALLED AND ROUTED TO AVOID UNFORESEEN BELOW GRADE
CONDITIONS. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS UNLESS OTHERWISE
DIRECTED BY THE OWNER'S REPRESENTATIVE.
6. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE
MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE
IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO EACH CONSTRUCTION. REPORT
ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL
PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION OT THE OWNER'S AUTHORIZED
REPRESENTATIVE. N THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START
OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL AS6U-1£ FULL RESPONSIBILITY FOR ANY
REVISION NECESSARY
1. DO NOT WILLFULLY INSTALL T14E SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN iT IS
OBVIOUS N THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DANCES OR DIFFERENCES IN THE
AREA DIMENSIONS EXIST THAT M1GHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERNG. SUCH
OBSTRUCTIONS OR DIFFERENCES SHOULD IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE
OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THiS NOTIFICATION IS NOT PERFORMED, THE
IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
8. ALL SPRINKLER HEADS SHALL BE SET PERPSE ICULAR TO FINISH GRADE UNLESS OTHERWISE
SPECIFIED.
9. 714E IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES
FOR OPTIMUM COVERAGE AND TO PREVENT OVER SPRAY ONTO WALK$, STREETS, WALLS, ETC. THIS
SHALL NCLUDE USE OF RAN -BIRD PRESS WRLE COi'1PE SATING SCREENS "PCS" SELECTING THE BEST
DEGREE OF AMC TO FIT THE EXISTNG SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT
EACH 14010TE CONTROL VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.
10. 120 VAC POWER SOURCE FOR THE CONTROLLER SHALL BE PIEOVIDED UNDER THE ELECTRICAL
SECTION OF T14E SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION
CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL
MAKE THE FNAL CONNECTION FORM THE ELECTRICAL SOURCE TO THE CONTROLLER
ii. ALL MAN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE
SLEEVES. MAIN LiNE SLEEVE SiZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO
BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR T44E REQUIRED NUMBER OF
WIRES UNDER PAVING. N ADDITION TO T14E CONTROL WiRE SLEEVES SHOW ON THE DRAWINGS, THE
IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE
SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.
12. ALL LATERAL LINE PIPING UNDER PAVING WITHOUT A SLEEVE SHALL BE PVC SC44EDULE 40 PIPE
AND SHALL BE INSTALLED PRIOR TO PAVING.
13. PIPE SIZES SHALL CONFORM TO THOSE SNOW ON THE DRAWINGS NO SUBSTITUTIONS OF SMALLER
PIPE SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL
DAMAGED AND REJECTED PiPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID
REJECTION.
14. FINAL LOCATION OF THE AUTOMATIC CONTROLLER LOCATION SHALL BE APPROVED BY THE
OWNER'S AUTHORIZED REPRESENTATIVE.
15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB AND GROUND COVER AREAS SHALL
BE INSTALLED SO THAT T14E TOP OF THE SPRINKLER HEAD iS I -INCH ABOVE FNISN GGRADE.
16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED N LAWN AREAS SHALL BE INSTALLED SO THAT
THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURS.
11. AFTER RECEIVING NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE, THE IRRIGATION
CONTRACTOR, WITHIN TEN (10) DAYS SMALL ADJUST ALL LAWN HEADS SO THAT THE TOP OF THE
SPRINKLER HEAD IS 1/4-INCH ABOVE FINISH GRADE.
0. ALL EQUIPMENT INSTALLED IN VALVE BOXE8 SHALL BE INSTALLED PER DETAIL DRAWINGS
WITHOUT CUTTING SIDE WALLS OF THE VALVE BOX. CUT VALVE BOXES WILL BE REPLACED WITH NEW
VALVE BOXES AS INSPECTED BY THE OWNERS AUTHORIZED REPRESENTATIVE AT THE CONTRACTOR'S
1% THE CONTRACTOR SHALL RUN THREE (3) SPARE WIRES AND ONE (U COMMION WIRE FROM THE
CONTROLLER TO EACH END OF THE MAIN LINE. HE SHALL EXTEND THE GROUPING OF WIRE 101, MAKING
A COIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX
20. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS
PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
21. ADV. (ANTI OMAN VALVE) UNITS AS SHOWN IN THE DETAIL DRAWINGS ARE FOR TYPICAL
INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE
CONTRACTOR SHALL VERIFY WITH THE ON SITE GRADES IF THERE IS AN ELEVATION DIFFERENCE OF
2411 OF MORE BETWEEN THE HIGHSST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV. SHALL BE
INSTALLED PER DETAIL DRAWING.
22. THE CONTRACTOR SHALL ALLOW FOR A ASSORTMENT OF VARIABLE ADJUSTABLE NOZZLES (VAN)
TO BE INSTALLED N AREAS WHERE STANDARD PATTERN NOZZLES ARE NOT APPLICABLE.
23. REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
24. "HEAT BRAN" THE TOPS OF THE VALVE BOX LIDS WITH THE APPROPRIATE IDENTIFICATION
REFER TO THE IF�RIGATION SPECIFICATIONS.
25. TREE LOCATIONS TAKE PRIORITY OV`ER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO
TRENCHING FOR PIPE.
EMITTER SCHEDULE:
INSTALL SALCO PCR SERIES EMITTERS TO THE SHRUBS AND TREES PER THE FOLLOWNG SCHEDULE:
CONTAINER SiZE:
EMITTER MODEL •
QTY. AT EDCsE OTT. 6" FROM
EMITTER QTY.
OF ROOTBALL. NCN-DISTURBED
SOiL
1 GALLON SHRUB
PST-1
1 EACH -
1
5 GALLON SHRUB
PST-2
I EACH -
1
15 GALLON SHRUB
PST-2
3 EACH -
3
24" BOX TIME
PST-2
4 EACH -
4
36" BOX TREE
FIST-2
5 EACH -
5
48" BOX TREE
B
PST-2
6 EAC:44 -
6
THOROUGWLY FLUSH ALL DRIP TUBING PRIOR TO INSTALLING EMITTERS AND FLUSH AGAIN AFTER
INSTALLING EMITTERS. THE CONTRACTOR 18 RESPONSIBLE FOR ALL PLANT MATERIAL LOST DUE TO
EMITTER CLCXaCsINGs DURING THE CON.STRLUCTICN AND MAINTENANCE PERIODS AT NO ADDITIONAL
CAST TO THE OWNER
SLEEVE AND CONDUIT SCHEDULE:
ALL SLEEVES FOR PRESSURE SUPPLY LINE AND LATERAL LNE PIPE SHALL BE A MINIMUM TWICE THE
NOMINAL SIZE OF THE PiPE WITHIN.
SLEEVE MATERIAL:
• PVC SC44 40 FOR 1" THROUGH 2 i/2" PRESSURE SUPPLY LiM PIPE.
• PVC SOW 40 SLEEVE FOR 3" AND LARGER DIAMETER PRESSURE SUPPLY LiNE PIPE
• PVC SC44 40 FOR ALL LATERAL LINE PIPE.
CONDUIT SIZE AND MATERIAL:
• ONE 2" DIA PVC SC44 40 CONDUIT FOR UP TO 20 414 LOW VOLTAGE WIRES.
• ONE 4" DIA PVC SC44 40 C40NOUiT FOR 21 AND UP TO 40 414 LOW VOLTAGE WIRES
• ONE 3/4" PVC SC W 40 CONDUIT FOR FLOW SENSING; CABLE.
• ONE 3/4" PVC SC:H 40 CONDUIT FOR MASTER VALVE WiRE.
NOTE: FLOW SENSING CABLE AND MASTER VALVE WIRES SHALL BE INSTALLED IN T14EIR OUN CONDUIT
SEPARATE AND APART FROM ALL OTHER WIRES.
A. 0T.
No. 33950Z �^
Exp.6-30-08
APPR. DATE
REVISIONS COUNTY Syr c Iv 1� a�P
DRAWN BY: CHECKED BY. F CAL��/
PROPOSED CONTROLLER LOCATION, FINAL LOCATION OF THE CONTROLLER ASSEMBLY SMALL BE
APPORV'ED BY THE OWNER'S AUTHORIZED 4REPIRESHNTATiVE. t•IEFER TO THE SCHEDULE BELOW FOR THE
CONTROLLER MODEL. N MBM 120VAC POWER TO THE CONTROLLER TO BE PROVIDED BY OTHERS. THE
CONTRACTOR SMALL BE RESPONSIBLE FOR CONNECTMG THE 120VAC POWER WIRE TO THE CONTROLLER
ALL 12OVAC POWER WIRING SMALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR THE
CONTRACTOR SHALL CONNECT THE LOW VOLTAGE CONTROL WIRES TO THE CONTROLLER TERMINAL STRIP IN
THE SEQUENCE NOTED ON ?WE DRAWINGS. ANY DEVIATIONS WILL BE NOTED ON THE AS -BUILT DRAWINGS.
MODEL -NUMBER
STATIONS -USED
SEE SHEET
rET2000*-32-LR-RR@-SSE-R
I2 - LR_ DDOMIE-1RRe
12A-25LfM
8
ET218
-LR-RRe-SSE-R
13 �000e-32
LR-�Dd'ME-RI�
13A-23
8,13
RwR-1QRs-SSE-R
14 LR_
14A-10
13
16
----40-LR-G-R1Re-SSE-R
1tJ M.A.,ITH
RA-31
5, 6
FM-IB�TId ETG AND ETGE
3RRi --_R
LR-
11A-25
4
T2000e-40-LR-RlRe-SSE-R
19--cuu_- OGRE-RRs
19a-12
6
0004e-32-LR-RRe-SSE-R
®
20A-31
8
R-HIND IN WE ENCLOSURE
a LR-STICK
LMR-400-DD
NOTE: PROVIDE ONE (1) CALSENSE MMoDEL WAs-TRAN' TRANSCEIVER AS PART OF THE TUIRN OVER ITEMS AS
NOTED IN THE IRRIGATION SPECIFICATIONS.
FOR ET GAGE USE PAIGE P-1111-0 CABLE INSTALLED IN 3/4' PVC SCH 40 CONDUIT. THE TOP OF THE ET
GACaE SMALL BE 314' ABOVE FINISH GRADE THE LOCATION SMALL BE REPRESEiNTATIVE CF THE AREA TO
BE IIORGATED AND FREE OF ANY CIBSTRUCTIONS TO SUNLIGHT AND WIND. CALL CALSE NSE FIELD
TECHNICIAN AT (800) 512-8606 FOR ASSISTANCE IN CORRECT PLACEMENT OF THE ET GAGE.
CONTRACTOR SMALL CONTACT DAVID MEMAN WITH CALSOISE AND R OY ADAME WITH VALLEY -WIDE FOR
W S LOCATION VERIFICATION PRIOR TO INSTALLATION OF PHONE LINE AND WUB ENCLOSURE. CONTRACTOR
SMALL COMPLETE THE 12OVAC POWER TO TIE CALGENSE LR-WUIS AND MAKE THE FINAL HOOK-UP. CONTACT
CALM" PRIOR TO PUaCWASE OF ANY WO EG>18 W DEVELOPER TO COORDINATE AND PROVIDE A
PMC E DROP TO THE FINAL MUM LOCATION, LOCATION CF 74E C:,ALSENOE LR-MUB TO BE DETERMINED BY
CALSENSIS FROM RADIO TEST RESULT.
ARIGATiON POiNT OF COMECTION: (va Ileu wide - ohase 1)
POINT OF CONNECTION TO THE EXISTING WATER METER PROVIDED AND INSTALLED BY OTHERS. VERIFY EXACT WATER METER
LOCATION WITH THE CIVIL ENGINEERS DRAWINGS. THE CONTRACTOR SMALL PROVIDE ALL REQUIRED FITTINGS TO COMPLETE
THE CONNECTION TO THE WATER METER HE SHALL. RUN A 3" CAPPER TY'K' SERVICE LINE FROM THE WATER METER
THROUGH} THE RELATED APIOURTENANCES, THEN TRANSITION TO PVC FOR T14E REST OF THE SYSTEM. REFER TO THE CHART
BELOW FOR THE METER SIZE, MASTER VALVE SIZE, FLOW SENSOR, MAXIMUM FLOW, AND REQUIRED OPERATING PRESSURES Dom
STREAM CF THE WATER METER
METER
SERVICE
METER
YARDNEY
AMIAD
BACK -FLOW
NORMALLY
FLOW
MAX
OPERATING
SEE
NUMBER
LINE
SIZE
MAXI -CLEAN
TURBO
PREVENTOR
CLOSED
SENSOR
DEMAND
PRESSURE
SHEET
SCREEN
FILTER SIZE
MASTER VALVE
12
2"
2"
2"
1-1/211
2"
1"
1"
310
(pis
S
13
2"
211
2"
1-1/211
211
11/211
i"
34.1
141
$, 13
14
2"
2"
211
i-I/2-S
2"
11/211
1"
550
11.1
13
i5
211
2"
2"
1-1/211
2"
1 1/2"
P
36Z
660
5, 6
i�
11/211
11/211
2"
1-1/211
11/21,
111
1"
265
669
4
02"
211
211
I-1/1"
2"
11/2"
1"
35.0
103
6
®
2"
Z"
2"
i-I/2"
2"
111211
1"
339
669
a
HYDRAULIC CALCULATION
PROJECT, LAKE ROW FALLS - VALLEY WOE
WATER MEIM 4
12 SIZE:
ur i .
15413
ELEVATION OF METER,
143ZO
STATIC FRESEtNE,
$OD
11104 ME CONTROL VALVE:
12-19
3tO
MA'A~ FLOW DEMAND ,
3L0
H T HEAD ON VALVE ZC1E,
t4280
WATER MEAT=IE
2-
2.5
BACK -FLOW PR111VE TTO1R:
2-
its
FORMATION INJECTOR, (15% static Presses)
---
1.5
ROW SDN60RRs
1 V4"
12
BA W 67PA&ER
tg
AMIAD SCPIM FILTER
L4
GATE VALVE,
Itne size
13
MASTERt VALVEs
1•
50
MAW LINE PIPE:
varies
60
IREM04E CONTIRIOL VALVE,
1621
3A
LAiERAL LiNE PIKE,
varies
30
FITTIIY$ (m OF PIPE LOSSA
45
ELEVATION DIFFERENTIAL,
gal^
-Ll
TOTAL. SYSTEM LOSSES,
41b
RREGAIIRED HEAD FAREGOAM.
20D
TOTAL SYSTEM IE(,UJlREPIENf&
&Is
STATIC PRESSLJE:
solo
DUALWATSTR F"RESSUPW
(ttb)
HYDRAULIC CALCULATION
PINAI:CT, LAKE RIDGE FALLS - VALLEY UIDE
WATER METERR 0,
� 5 SIZE- . r
WA-,
546.0
ELATION OF MEi W
HAND
STATIC PIIESSiJgE:
5010
REMOTE CONTRROL VALVE,
0_1
140
MAXPW FLOW 0014AND .
362
HIGHEST HEAD ON VALVE ZONE:
W34A
WATER MIV
2-
30
BACK -ROW PI E~CR.
2-
IL9
NERT'IGATION INJECTOR, ( E% Static P 4mmmm
---
1_5
ROW S�
1 114'
iA
BASKET STRAUER
is
A 41AD SCRIM FILTER
115
GATE vALVE-
Imo -tze
1.4
MASTER VALVES
IVY
23
MAN LINE PIPE-
varies
51
REMOTE CONTROL VALVE:
1'
2O
LATERAL LINE PIPE:
varies
32
FITTIICa6 (tO.M OF PIPE LCS6A
41
ELEVATION DIREPIIBdTIAL,
loss
13
TOTAL SYSTEM I OSSE&
46A
IW:Qvw MEAD Fwasa E:
20D
TOTAL SYSTEM IIEdJIRE3'd9JT3,
66B
STATIC FRESSAM
SOD
RESIDUA_ WATER PRESSURE
(16J1a
HYDRAULIC CALCULATION
/11 DAWt: LAW RIDGE FALLS - VALLEY-WIDS
NIIATlDt METERS
_jq_ SIM
W4% .
I M&I
ELEVATION CF METE1Rs
µ a=
STATE PIRESGURRI
solo
RB-iO'TE CO ONCIL VANE.
20-26
2Ml3
MAIM RAW DEMAND ,
33.9
WiGIMT WEAD ON VALVE ZONES
UTATBR METER:
2-
2U!
SACK -FLOW 111100 TORS
2-
IL9
FEW10ATION N JEJFCTCR, ( 8% Static PNeRRNre)
---
1A
FLOW 6191160%
11140
0
BASKET STRAA49t
L9
AMUAD 60111119MIN FILTER
2A
GAT! VALVE,
11n..Jae
Lb
MA "A VALVE,
I I/1•
2J
MAIN LIE PUeE,
varies
51
R@RORE CONTRO. VALVES
Has
36
LATERAL LINE FEE,
varies
2A
F "mm (I= OF PIPE LO"A
bt
ELEVAi'IM DSSERBMAL.
gain
-O
TOTAL BYSREM LOOSM
46q
REGUIRED HEAD PRESSURE.
204
TOTAL SYSTEM IREfiJNR -fma ,
K9
STATIC PRE.&GURE,
solo
WATER FIRESSUREl
r-R.11016r1: L_.wkc macs:. nMLLa - vALLeT woe
WATER HE19ER 41
i- aim -�
WC-L+
MWb
ELEVATION OF HETE1Rr
1435D
STATIC PRESSURE,
SOD
IFAR40 TE CONTROL VALVE,
13-10 341
MAXIM+M FLOW DEMAND .
34.1
WATER MOM
2-
2.1
BACK4R.0 W PREVENTOR
2-
IL9
FERTIGATION IKIECTOW l D% Static Prr.w)
---
is
FLOW Seam
1 1/4-
12
SASKET STRAINER
m
AMAD SCREEN MOM
10
GATE VALVI6
Iles size
IB
MASTM VALVES
1I%'
3A
MAIN LINE FIFE,
varldo
t23
iE?'IdTE CCNTRCIL VALVE,
I IR'
3A
LATERAL LINE PIPE:
varies
2.5
FITTNGB (10% OF PIPE LOSE%
SO
ELEVATION Di#EIIIIIIINTIAL.
low
02
TOTAL SYSTEMI L OOOF&
541
REGUIRE17 HEAD PRE88LIEs
200
TOTAL SYSTEM REGUIUIB+B,TTB,
141
STATIC PREMIUM
SOD
,Wii rrWa - TI-LLCI wrK
WATER MEi 4
-„p-_ SITE. I IR■
WrALa
8418
ELEVATION OF METER,
WW3
STATIC FIRE='PO,
SOLO
0494M C:GWTWL VALVE
n-13 14.1
MAXIMRJlM ROW DEMAND,
26JN
WATT'rR: METER,
I L-21
L9
MACK-FLCW 1'NREV@ cm
I IR-
IL9
PERTK-ATION ILECTO■s l M% SMatic F%4m" ro)
-__
1D
FLOW SENSORS
1 114"
13
BASKET STAANER
is
AMIAD SCFAM FILM
L9
GATE VALVE-
the -Ize
Is
MASTER VALVE,
I-
S.0
MAN LIE PG•E,
varies
10
IWAR MOTE CONTROL VALVE-
1.
20
LATERAL LIE PIPE,
varies
2.1
FIRINGS (IOt OF PORE Los"
43
ELEVATION DIFIFERIDMAL-
gain
-OB
TOTAL SYSTEM LOSSES,
469
RECYIlm LEAD PRESSLEE:
200
TOTAL SYSTEM 1RE009010 TS,
669
STATIC PRES&M.
500
HYDRAULIC CALCULATION
PROJECT: LAKE RIDGE FALLS - VALLEY WIDE
WATER I1E7L1R 4
fig- SIZE: '
HGLJ
041!S
ELEVATION OF METER+
14320
STATIC PRESSURE:
50D
REMOTE CONTROL VALVE:
14-1
33D
MAXIMUM FLOW DB'MAND -
55.0
W W40ST HEAD ON VALVE ZONE.
t 4A
WATER IMETEP&
2-
43
BACK -FLOW F'REVIWORs
2-
IL9
F1'Jti "TiON NJECTOM ( 34 Static Presdo"
--_
13
FLOW SBNSORs
1 iR•
69
BASKET STRAI NIt
t8
AMIAD SOPRO N FILTER
2O
GATE VALVE,
the size
IA
MAST Pt VALVE.
1 14'
3.6
MAN LINE PIPE:
varies
ICJ
REMOTE CONTROL VALVE:
I UU'
38
LATERAL LINE RiM
varies
30
FITTINGS, (iM OF PIPE 1.066A
5J
ELEVATION DIFFERENTIAL:
law
t0
TOTAL SYSTEM LOSSES,
51J
IEfiUED HEAD PRESSURE,
20D
TOTAL SYS"" PgkZUPBIBTM
T1J
STATIC PRESSURE,
SOD
RESIDUAI. WATER PRESSURE
(21J)
HYDRAULIC CALCULATION
PROJECT, LAKE RIDGE FALLS - VALLEY WOE
WATER METEIR 4
�� SIZE, 2-
4AALS
ELEVATION OF METER,
04W
143410
STATIC PRESSURE,
500
REMOTE CONTROL VALVE,
19-2
265
MAXIMUM FLOW DEMAND ,
350
Wr*ftT HEAD ON VALVE ZONES
W301
WATER P'ETERs
2-
21
OACK-FLOW PREV11TORs
2-
IL9
1ERTKaAT10N INJECTOR,( D% Static F44m"m)
---
18
FLOW SENSOR,
1 1/4"
to
SAAKET STRAIT
L9
AMIAD SCRAM FILTER
20
GATE VALVE,
the -Is
L4
MASTER VALVE,
I V2'
2J
MAIN LIE PIPE,
vary
92
REMOTE CONTRO. VALVE,
I V1-
316
LATERAL LIE PIPE:
varies
29
FITTINGS (lot OF PIPE LOSS),
4.1
ELEVATION DIFFERENTIAL.
gain
-IA
TOTAL SYSTEM LOSSES,
903
LIMED HEAD P11111m Es
20.0
TOTAL SYSTEM IlEOIRB'®NTS,
103
STATIC
SOD
RE81DLIAL WATER PRESSURE
(203)
NOTE:
A FICTITIOUS Hl-DRAULIG GRADE LSE (1,40 WAS ESTABLISHED FOR EACH POINT OF CONNECTION (POC) TO AC441EVE
50 PSI. WWERE A SOMTEIR PUMP IS PWAM 1RE0, THE 000OTM PUMP SPECIFICATION WILL HAVE TO BE REVIELLEO AND
AFPROVIED BY 1AWIM PRIOR TO CIRDBRIMG THE EQWPMIENT. FINAL PRESSURE SHALL BE PROVIDED BY EASTERN
MUNICIPAL WATER: DISTRICT (EMIi2).
TRANSPORTATION DEPARTMENT APPROYED BY: gORTHWICK GUY'BETTENHAUSEN INC.
2462 Dupont Drive Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
4 % 6 o DRAIMJ BY Jeff Kraus
A. DATE: CLIENT CENTEX HOMES
PIP 2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 928W
1MMEN BY WILLDAN A ✓ CONTACT: DON JAMES (951) 479-9389
r�
C
SYMBOL:
MANILPACTURER:
MODEL NUMBER!
DESCRIPTION= RAIDS
Pbb
GPM
DETAIL:
tl,T
HUNTER
INST-b-CV-XX
POP-UP SPRAY MEAD 12.14'
20
02
IR-Ti
WITH FPO RAIiIBIRRD NOZZLE
N�
HUNTER
NST-6-CV-XX
POP-UP SPRAY HEAD 12-14'
20
130
IR-11
WITH 1ST RAINBIRD NOZZLE
HUNTER
NST-6-CV-XX
POP-UP SPRAY HEAD 12 44'
20
1A5
IR-11
WITH 15W RAINDIRD NOZZLE
A
HUNTER
NST-b-CV-XX
POP-UP SPRAY HEAD 12 -14'
20
330
IR-11
WITH iSF RANBIRD NOZZLE
i+
HUNTER
INST-i2-CV-XX
POP-UP SPRAYHEAD 8-9'
20
36
IR-11
WITH 100 RANDIRD NOZZLE
d'+
HUNKER
INST-12-CV-XX
POP-UP SPRAY HEAD 81-9'
20
.48
IR-11
WITH TOT RANDIRD NOZZLE
V
HUNTER
INST-12-CV-XX
POP-UP SPIRAYIEAD 8•-9'
20
.12
IR-TT
WITH 1064 IRAUESIRD NOZZLE
HUNTER
INST-12-CV-XX
POP-UP SPIRAYHEAD B--J'
20
IMH
IR-11
WITH ION RAINSIRD NOZZLE
b
WINTER
NST-12-CV-XX
POP -LIP SPRAY HEAD 10-11'
20
AO
IR-11
WITH 120 RAIN115IRD NOZZLE
♦
HINTER
NST-12-CV-XX
POP-UP SPRAY HEAD 10-11'
20
EO
IR-11
WITH 12T RANBIRD NOZZLE
v
HUNTER
NST-I2-CV-X0C
POP -LIP SPRAY HEAD 10-11'
20
1.20
IR-11
WITH 12N RRAINBIRD NOZZLE
♦
HUNTER
NST-12-CV-XX
UI HEAD10-II'
20
2.40
IR-11
WPIO�P RPRAY
NOZZLE
0
HUNTER
MT-12-CV-XX
POP-UP SPRAY HEAD 12-14'
20
A2
IR-11
WITH 190 RANBIRD NOZZLE
i+
HUNTER
N6T-I2-Cv-Xx
POP -LIP SPRAY HEAD 1244'
20
1A5
IR-rl
9
WITH OW RAMIRO NOZZLE
HUNTER
NST-12_1CV-XX
POP-UP SPRAY HEAD 12-14'
20
330
IR-rl
WITH BP RAINSIRD NOZZLE
NOTE: INSTALL ALL SPRINKLERS ON RISER NEXT TO BUILDINGS AND, WALLS A MINIMUM OFI
TWELVE (12) INCHES AWAY FROM THE STRUCTURE.
NOTE: ALL POP-UP SPRINMU_ER HEADS USING RECYCLED WATER SMALL BE INSTALLED
WITH PURPLE CAPS. ALL SHAM HEADS ON RISER USMG RECYCLED WATER SHALL BE
PROPERLY LABELED WITH PURPLE RECYCLED WATER TAGS ON THE RISER PER WATER
DISTRICT STANDARDS.
RAIN BIRD
PESSR-PRO-0 SERIES ELECTRIC CONTROL vAL%S
IR-1
®
RAM BIRD
PESBR-PRS-D SERIES DRIP REMOTE CONTROL N/ALVE ASSEMBLY.
IR-2
e
NELSON
1645 NON -POTABLE QUICK COUPLER WITH ACME THREAD IR-3
QUICK COUPLER VALVE TO BE. AT 00 FEET SPACING.
NOTE: PROVIDE NELSON MODEL 1641 TWO QUICK COUPLE KEYS.
a
DURA
0548-001 FLUSH CAP. INSTALL DRIP FLUSH ASSEiMDLY PER DETAIL
DR-5
N
N13C0
T-580 ISOLATION BALL. VALVE, LINE SIZE.
IR-4
C4
NIBC.0
FG-2165-O-XX ISOLATION BUTTERFLY VALVE. LINE SIZE.
IR-5
O
TORO
P220-21-XX-RW60-KIT SERIES NORMALLY CLOSED MASTER VALVE.
IR-21
NOTE: REPLACE XX IN THE MOOL.E NUMBER WITH -06 FOR 1 1/2
VALVE AND -04 FOR 1' VALVE.
O
C-ALSENSE
FM -SERIES FLOW SENSOR FOR SIZE, REFER TO IMPIMATiON
CONTROLLER SCHEDULE.
IR-21
C
EXISTING
RECLAIMED WATER METER. PROVIDED AND INSTALLED BY OTHERS
---
FOR SIZE AND FLOWS, iIB ER TO IRRIGATION POC THIS SHEET
®
mow
925YA SERIES BACKFLOB PREVENTION DEVICE INSIDE A
IR-32
STAINLESS STEEL STRONG BOX ENCLOSURE
MODEL NUMBER SBBC-3080. FOR SIZE REFERS,
TO IRRKaATION POO
YARONEY
MODEL MC-62-1 WITH AN 80 MESH MAXI -CLEAN &GREEN FILTER.
IR-32
®
AMIAD SERIES FILTER WITH RED SCREEN. FOR MODEL AND SIZE, IREIR TO IRRIGATION
IR-8
POCPROVIDE I" RANIBIRD PEW Rol/ FOR AUTO FL.USHMG IRIIER TO
STANDARD DETAIL IR-&
PLANT* CHOICE
F-4000 FERTILIZER INJECTION SYSTEM
---
CONTACT PETE GOMEZ AT 619-588-9909 FOR:
ASSISTANCE IN SPECIFYING AND INSTALLATION
OF THE INJECTION SYSTEM.
NOTE:
FOR FLOWS GREATER THAN 40 GPM, INSTALL
ADDITION UNITS PER MANUFACTURE
RECOMMENDATION.
®
IR-21 1 IR-23
CONTRACTOR SMALL ALLPROVIDEEOONEE (1 EACH OF THE FOLLOWING
ITEMS:
-TRIAL-TRAM
-ETGE CALSENSE ETGAGE
-ETG ET GAGE STAINLESS STEEL. ENCLOSR .
REFER TO POG CONTROLLER SCHEDULE FOR MODEL NUMBER AND SIZE
0 APPROVED RECTAWA LAIR PLASTIC SPLICE BOX IR-10
CONTRACTOR SMALL PROVIDE TWO (2) OP ANSE SPARE WIRES FROM
THE CONTROLLER TO EEAC14 END OF THE MAIN LINE RUN AND ONE
EXTRA ORANGE WIRE FOR EVERY FIVE CONTROL, VALVES MAKE A
LOOP FROM AN ADDITIONAL SIX FEET OF WIRE AND INSTALL THE
LOOP INSIDE A 10' RONO VALVE BOX. BRAND THE LiD OF THE
VALVE BOX WITH THE LETTERS "SW" FOR FUTURE IDENTIFICATION.
PVC GC4 40 3' DIAMETER IRRIGATION WIRE CONDUIT IR-II
- - - - APPROVED PVC SCM 40 6" DIAMETER IRRIGATION SLEEVE IR-II
APPROVED PVC SC 440 LATERAL LINE PIPE FOR SPRAY(SIZE AS NOTED) IRAI
- - - APPROVED PIG SC 440 LATERAL LINE PIPE FOR DRIP SHRUB. IR-111 DRA
NBTALL SALCO PST-8ERSO W/PVG-IHX-XX OR-2, 4 DR-3
EMITTER (X(- REQUIRED NIPPLE LENGTH). DR-6
i 49%-R TO THE EMITTER SCHEDULE fM7R
WUA TIES AND SPACING
-.._.._.._ APPROVED PVC SCW40 LATERAL LINE PIPE FOR DRIP TREE IR-11 4 DR-4
INSTALL SALCO PST-2 UbPVC-IMX-XX EMITTER
(XX■ REQUIRED NIPPLE LENGTH).
PREFER TO THE EMITTER SCHEDULE FOR
QLANTIES AND SPACING
NOTE: ALL LATERAL PIPE SIZE FOR DRIP EMITTER FOR TREES AND SWRUBS TO BE 3/4"
PVC SCHEDULE 40 UNLESS OTHERWISE NOTED.
APPROVED PVC CL315 NON -POTABLE SOURCE PRESSURE SUPPLY LIME
IR-11 4 IR-12
FOR 2 1/2" DIAMETER AND LARGER
(ALL PIPE TO BE PURPLE N COLOR)
APPROVED PVC SCH 40 NON -POTABLE SOURCE PRESSURE SUPPLY LINE
IR-11 4 IR-12
FOR 2" DIAMETER AND SMALLER
(ALL PIPE TO BE PURPLE IN COLOR)
NOW. ALL MAIN LINE PIPE TO BE 2 t/2" UNLESS OTHERWISE NOTED
■ HUNTER PCB-20 BUBBLER ON RISER BELOW GRADE FOR 20 2L0
IR-14
INSTALL TWO (2) BUBBLERS FOR EACH PALM
SE N NINIGER PRL0-25 ALINE PRESSURE REGULATOR
DR-6
m AMIAD 1-1201, i" WYE STAINER WITH RED 120 MESH DISK FILTER
IR-2
- KIWO BROTHERS i O2-XXX-S SERIES SPRING CHECK VALVE, LI►.E SIZE.
DR-6
KING BROTHERS KSC-XXX-S SERIES OWNG CHECK VALVE, LINE $12E
DR-6
NOTE:
SPRING: C4EC2K VALVES TO BE USED FOR ROWS LOCATED AT TOP OF SLOPE.
SWING CHECK VALVES TO BE USED FOR RCV'S LOCATED AT TOE OF SLOPE.
® APPROVED
® B-AIRIRET
RECLAIMED WATER SIGN PER DISTRICT STANDARDS
SEE NOTES IN -LINE BOOSTER PUMP A"MK Y
NOTE: ALL BURIED PIPE USING RECYCLED WATER SMALL BE INSTALLED AS PURPLE
PIPE. ALL UVR PiPE ON -GRADE USING RECYCLED WATER SMALL BE PROPERLY
LABELED WITH PURPLE RECYCLED WATER TAGS PER WATER DISTRICT STANDARDS.
NOTE, CONTRACTOR SHALL NSTALL RECLAIMED LABELS ON ALL :IRRIGATION
EQUIPMENT PER RECLAIMED WATER DISTRICT STANDARD.
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCE' H' NONE
V..
CONTROLLER vALvE CALL -OUT
GALLONS PER MINUTE
STATION NUMBER
CONTROL. VALVE SIZE
Samttet-W.
IR-31
A 4 B
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES SCH5DU1Z ,+
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION LEGEND
FOR: w 0. COUNTY
14
OF SHEETS
PVC LATERAL USE 45 ELL
TO DEPTH PER SPECS.
GRADE IN PLANTER
RECTANGLE VALVE BOX
W/ LOCKING SS BOLT
HEAT BRAND STATION #
EXTRA WIRE PER SPECS.
CONTROL WIRING PER SPECS.
GRADE IN TURF
SCH 80 NIPPLE TYP.
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
SCH 80 PVC ELL THREADED
WEED FABRIC WRAP BOTTOM
OF VALVE BOX
MAINLINE PER SPECS.
SCH 80 MAINLINE FITTING
SCH 80 TRU UNION
THREADED BALL VALVE
REMOTE CONTROL VALVE
PER LEGEND & SPECS.
SCH 80 FEMALE ADAPTER
NOTES: 3 CU.FT. 3/4" GRAVEL
1. ALL WIRING MUST CONFORM TO LOCAL CODES PROVIDE 3" CLEARANCE
2. TAPE & BUNDLE WIRES @ 20' INTERVALS BETWEEN VALVE & GRAVEL
3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION
4. PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX
5. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.)
6. USE UNION IN LIEU OF BALL VALVE WHEN VALVES ARE ISOLATED WITH VALVE GROUPS
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park Dishict)
VALLEY WIDE RECREATION
01/06
REMOTE CONTROL VALVE I R- 1
GRADE IN PLANTER
RECTANGLE VALVE BOX
W/ LOCKING SS BOLT
HEAT BRAND "BV"
8" PVC CL 160 PIPE
FLANGE, BOLT & GASKET
PER MANUFACTURER
GRADE IN TURF
3 CU.FT. 3/4" GRAVEL
BUTTERFLY VALVE W/2"
OPERATING NUT
PER LEGEND & SPECS.
MAINLINE PER SPECS.
WEED FABRIC WRAP BOTTOM
OF VALVE BOX
12"X12"X4"
CONCRETE SUPPORT
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
NOTES:
1. CONTRACTOR SHALL PROVIDE 5 FOOT TEE WRENCH WITH
SQUARE NUT FOR BUTTERFLY VALVE OPERATION
2. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.)
LD Consulting Wl (Any deviation or reproduction of this design must be approved In wdf % by Valley Wide Recreation & Park District)
GRADE IN PLANTER
LATERAL LINE UP TO GRADE
RECTANGLE VALVE BOX
W/ LOCKING SS BOLT
HEAT BRAND STATION #
SCH 80 UNION
3"
3"
3"
SCH 80 MAINLINE FITTING
SCH 80 TRU UNION THREADED
BALL VALVE PER PLAN
RAINBIRD PESB RCV PER PLAN
SCH 80 NIPPLE
AMIAD #1-1201, 1" WYE
STRAINER W/DISK FILTER
PER PLAN
PVC CHECK VALVE SWING
NOTES: OR SPRING TYPE PER PLAN
1. REFER TO DETAIL IR-1 FOR ADDITIONAL REQUIREMENTS
2. PROVIDE FILTER FABRIC INSIDE VALVE BOX
LD Consulting 20M (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
01/06
DRIP R.C.V. ASSEMBLY I R
PVC MAINLINE USE 45 ELL
TO DEPTH PER SPECS.
GRADE IN PLANTER
RECTANGLE JUMBO BOX
W/ LOCKING SS BOLT USE
BOX EXTENTION AS REQ'D.
AMIAD TURBOCLEAN FILTER
UPSIZE FROM LINE SIZE
RCV W/CONTROL WIRING
FOR AUTO FLUSHING
IN TURF
SCH 80 ELL
NATIVE SOIL COMPACTED
TO ORIGINAL DENSITY
I I�
1 SCH 80 MAINLINE FITTING
MAINLINE PER SPECS.
3" DRAIN PIPE W/FILTER
SOCK & 3/4"GRAVEL
PIPE TO BE 36" LONG
SCH 80 FEMALE ADAPTER
SCH 80 UNION
NOTES: 3 CU.FT. 3/4" GRAVEL
1. INSTALL FILTER DIRECTLY AFTER OF BACKFLOW PER MANUFACT. REQUIREMENTS
PER MANUFACTURER'S RECOMMENDATIONS
2. FILTER REQUIRED AT ALL POINT OF CONNECTIONS
3. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.)
4. CONNECT FLUSH RCV TO DRIP 2 TERMINAL ON CONTROLLER FOR AUTO FLUSHING
LD Consulting 2D06 (Any deviation or reproduction of fide design must be approved in writing by Valley Wide Recrestion & Padr District)
1/2"
3"
GRADE IN PLANTER
10" ROUND VALVE BOX
W/ LOCKING SS BOLT
HEAT BRAND "QCV"
QUICK COUPLER VALVE
PER LEGEND & SPECS.
GRADE IN TURF
BRASS NIPPLE TYP.
BRASS STREET ELL TYP.
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
1 CU.FT. 3/4" GRAVEL
li-1C=I '
#4 X 36" REBAR STAKE
SECURE W/ TWO SS CLAMPS
1" SCH 80 SLIP BALL VALVE
INSTALL VALVE T FROM QCV ZSCH 80 MAINLINE TEE OR ELL
IN 10" ROUND VALVE BOX
NOTES:
1. ALL THREADED FITTINGS MUST HAVE 3/4" TEFLON TAPE PLAN VIEW
2. PROVIDE QUICK COUPLER KEY PER SPECS. B.V. 7- Q.C.V.
3. USE TWO #4X36" REBAR FOR QCV FOR SPORTS FIELDS T
4. PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX-"'�'�'O
5. PROVIDE 2 EA. CLAY BRICKS UNDER VALVE BOX (TYP.)
6. QUICK COUPLERS VALVES MUST BE 150' APPART TYP.
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in vetting by Valley Wide Recreation & Park Disbid)
VALLEY WIDE RECREATION
01/06
QUICK COUPLER VALVE I R-3
CONNECTOR INSERT
CRIMPED COPPER SLEEVE
STRIP & TWIST
LOW VOLTAGE WIRES
SPEARS DS-400
PRE -FILLED DRI-SPLICE
LOW VOLTAGE WIRES
NOTES:
1. PROVIDE BLUE SEALANT IN ADDITION TO PRE -FILLED CONNECTOR
2. PROVIDE WIRE CONNECTORS FOR ALL CONTROL WIRE SPLICES
3. PROVIDE WIRE CONNECTORS AT ENDS OF ALL EXTRA WIRES
4. WIRE SPLICES SHALL BE INSIDE VALVE BOXES AT VALVES ONLY
OR FOR RUNS OVER 2500 FEET.
5. PROVIDE #12 CONTROL WIRING FOR RUNS OVER 2500 FEET AND
ALL COMMON CONTROL WIRE
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in vMfhg by Valley Wide Recreation & Park Dlebkd)
GRADE IN PLANTER
PVC MAINLINE USE 45 ELL
TO DEPTH PER SPECS.
RECTANGLE VALVE BOX
W/ LOCKING SS BOLT
HEAT BRAND "BV"
SCH 80 NIPPLE
SCH 80 PVC UNION
SCH 80 PVC BALL VALVE
NIBCO T-580 OR APPROVED
EQUAL BY V.W.R.P.D.
3RADE IN TURF
SCH 80 PVC FEMALE ADAPTER
3 CU.FT. 3/4" GRAVEL
PROVIDE 3" CLEARANCE
BETWEEN VALVE & GRAVEL
NEED FABRIC WRAP BOTTOM
DF VALVE BOX
gATIVE SOIL COMPACTED TO
NOTES: ORIGINAL DENSITY
1. ALL THREADED FITTINGS MUST HAVE 3/4" TEFLON TAPE
2. PROVIDE 4" CLEARANCE BETWEEN VALVE & BOX
3. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.)
4. PROVIDE 4 EA. SCH 45 DEGREE ELLS TO ACHIEVE BALL VALVE HIEGHT PER DETAIL
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
01/O6
BRASS BALL VALVE LIR-4
GRADE IN PLANTER
RECTANGLE VALVE BOX
W/ LOCKING SS BOLT
HEAT BRAND "PB"
APPROVED WIRE CONNECTOR
36" EXPANSION COILS
GRADE IN TURF
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
PVC CONDUIT SWEEP
(WHEN SPECIFIED)
3 CU.FT. 3/4" GRAVEL
NOTES:
1. ALL WIRING MUST CONFORM TO LOCAL CODES
2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION
3. PROVIDE 3" CLEARANCE BETWEEN WIRES & BOX
4- ELECTRICAL SWEEP OPEN END SHALL BE SEALED WITH EXPANSION FOAM
5. PROVIDE 4 EA. CLAY BRICKS UNDER VALVE BOX (TYP.)
6. NO WIRE SPLICES SHALL BE ALLOWED UNLESS APPROVED BY V.W.R.P.D.
7. ALL SPARE WIRES FOR END OF RUN SHALL BE IN A PULL BOX TYP.
AND SHALL BE LABELED IN BOX AND AT CONTROLLER
LD Consulting 2006 (Any deviation or reproduction of this design must be approved In writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
01/06
PULL BOX IR- 0
DIG ALERT
TM
CALL VALLEY WIDE RECREATION
BEFORE & PARK DISTRICT
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT Samuel . doe Date: Q�, y�
Call at least 2 working days prior to excavating. pp Z J OVI '
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT pSC4,p BENCH MARK: _ SFIEET N0.
WORK CONTAINED MATHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �,o� �' RIVERSIDE COUNTY TR 30422-1 IP 040242
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN � APPROVED BY: BORTHWICK GUY BETTENHAUSEN I N C. pN �Pr.
ISSUED. � � 2 4 b 2 Dupont o n f Drive i �� e BM M-14-63 IN THE COUNTY OF RIVERSIDE.
A. iop Irvine, California 9261 2 y y , =+► T INTERSECTION OF NEWPORT
15
� � 949-476-8616 T 949-476-8707 F www.bgb-inc.corn �0 135� �` ROAD AND LINDENBERGER THE LAKES SCHfDuLE/4
THE PRIVATE ENGINEER SIGNING THESE PLANS IS / No. 33950Z ' ROAD. V IR N PI VALLEY WIDE STREETS
CAPES
FOR ASSURING THE ACCURACY OF /�G DRAWN BY: Jeff Kraus O PE TAG CAPES PH. 1
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. Exp.6-30-08 1 O / s� MARKED COUNTY IN CAP OF 3' SHEETS
MARK BY DATE APPR. DATE HA A. * $M * Tr. 30422-1
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY � }� N DATE: CLIENT CENTEX HOII,IES WELL MONUMENT 1984
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY CIV �P 2280 WARDLOW CIRCLE STE. 150 �, �, IRRIGATION DETAILS
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN q + ELEVATION 1425.301
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR lF fat- CP1-\F�Aw Z Z�� CORONA, CA. 92880 z �� SCALE: H:
APPROVAL BY THE COUNTY. 1 i DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMEND Y 1AALLDAN A CONTACT: DON JAMES (951) 479-9389 %Of CALVE V. NONE FOR: W.O. COUNTY AA
UNDISTURBED SOIL
COMPACTED BACKFILL
LATERAL LINE
CONTROL WIRING
MAINLINE
HARDSCAPE
COMPACTED BACKFILL
SAND BACKFILL
LATERAL SLEEVE
MAINLINE SLEEVE
WIRE SLEEVE
DEPTH
A
B
C
D
E
F
4" & LARGER
-
30"
30"
36"
36"
36"
3" & SMALLER
18"
24"
24"
30"
36"
36"
2-1/2" & SMALLER
12"
24"
24"
24"
30"
30"
WIRING
BELOW
MAIN
-
BELOW
MAIN
NOTES:
1. LINES MUST HAVE MIN. CLEARENCE OF 4" FROM EACH OTHER & 24" FROM OTHER TRADES
2. RUN WIRING UNDER MAINLINE, TAPE & BUNDLE @ 10' O.C.
3. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION
4. ALL SLEEVES MUST BE 2X THE DIAMETER OF THE PIPE WITHIN
5. ALL SLEEVES MUST HAVE FOAM SEALANT INSIDE PIPE
6. ALL SLEEVES MUST EXTEND 17 MIN. DISTANCE PAST CURB OR SIDEWALK
7. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOACTIONS
LD Cmsdtirg M (Any derision or mixodwilan d ft design mall be approved m writing by Valley Wide Remee6on & Pak District)
VALLEY WIDE RECREATION
o,/os
PIPE & WIRE TRENCHING IR-1 1
VALVE ID TAG TYP. -
RECTANGULAR PLASTIC -
VALVE BOX W/ LOCKING LID
BRAND VALVE BOX LID TYP.
TORO MASTER VALVE
MODEL # P220 WITH
PRESSURE REGULATING
SOLENOID
SCH 80 MALE - 7
ADAPTER TYP. /
2" MIN
ET-2000
CONTROLLER
MCALSENSE
BLUE
WHITE
WISTRIPE \.
F.M. UPSTREAM DOWNSTREAM
SIZE
LENGTH
LENGTH
1"
10"
5"
1.25"
12.5"
6.25"
1.5
15"
7.5"
2"
20"
10"
3"
30"
15"
RED
YELLOW
WATERPROOF CONNECTORS
PER SPECIFICATIONS
CALSENSE FLOW METER
MODEL # FM-XX
CONTACT CALSENSE
FOR SIZING
-4"MIN
TM
.. ... ;wy' :r�r .�~�4LiP i"....� _..".-a�• I I :^ti�.t«J2•!'.r • ( ..7���0•'�i•�'; �r
•;r;'� ^j j.:'A.a+t:ttia� . � ;'to I`L���/r•• i. '.r ��".r'3.:i`.::' �''
Minimum Minimum
Upstream Distance Downstream Disfanoe
1 CU.FT. PEA GRAVEL 10 x Flow Meter Size 5 x Flow Meter Size
IN VALVE BOX TYP.
SCH 80 PVC 45 ELL -
MAINLINE FITTINGS
NOTES:
FLOW METER WIRING MUST BE
1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODES IN CONDUIT FROM METER TO
IRRIGATION CONTROLLER
2. TAPE AND BUNDLE WIRES AT 20' INTERVALS TO MAINLINE
3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX
4. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS ADJACENT UNDISTURBEDSOIL
5. PROVIDE 4 EA. CLAY BRICK UNDER VALVE BOX (TYP.)
6. PROVIDE SEPERATE MASTER VALVE AND FLOW METER WHEN AN ADDITIONAL CONTROLLER IS
SPECIFIED OR USE SINGLE MASTER VALVE AND FLOW METER WHEN THE "FL" OPTION IS USED FOR
MULTIPLE CONTROLLERS WHEN THE "MLR" & "ML" IS USED WITH ONE MAINLINE
7. NEVER CONNECT SINGLE MASTER VALVES AND FLOW METERS TO BOTH CONTROLLERS
8. MULTIPLE CONTROLLERS SHALL BE LINKED WITH THE COM CABLE TO UTILIZE ONE MV & FM
LD Cansctting 2006 (My deriatlm or epraducb d dtis design mat be approved in writing by Valley VYde Rwedon & Park Disi t)
VALLEY WIDE RECREATION
01/06
MASTER VALVE & FLOW METER I R - 21
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY I DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
AP ACCEROVABL LE BY THEnCOUNTY ON AND REVISING THE PLANS FOR DESIGNED BY:
SCH 80 MAINLINE ELL 45
MAINLINE PER SPECS. TYP.
SCH 80 MAINLINE ELL 90
UNDISTURBED NATIVE SOIL TYP.
NOTES:
1. SUPPLY LINES 2"- 3" IN DIAMETER SHALL RECEIVE
CONCRETE THRUST BLOCKS
2. SUPPLY LINES OVER 3" SHALL HAVE IRON DUCTILE RESTRAINT SYSTEM
3. A MINIMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN
OR COMPACTED SOIL BENEATH EACH INSTALLATION
4. CONCRETE SHALL BE 3 SACK MIX SLURRY CONTAINING NO GRAVEL
5. WHERE CONCRETE AND PVC ARE TOGETHER PVC PIPE SHALL BE PROTECTED WITH PIPE WRAP
LD CarulWg 2006 (My dwislan or opodudim of ft design must be approved in w ili g by Valley Wide Reaesim & Pak DMid)
VALLEY WIDE RECREATION
01106
CONCRETE THRUST BLOCK I R- 1 2 RB.
CALSENSE CONTROLLER ASSEMBLY
MODEL # ET-2000-XX-LR-RR-SSE (TYP.)
WHEN USING MULTIPLE CONTROLLERS
SPECIFY -MLR FOR A CLOCK AND
SPECIFY -MR FOR B CLOCK
SPECIFY -FL WHEN CONTROLLERS SHARE MAINLINE
aCALSENSE
FLIP TOP IN OPEN POSITION
GFCI OUTLET & SWITCH
u
STAINLESS STEEL ENCLOSURE
(WITH DOME ANTENNA)
e e e
CALSENSE TP-1 TRANSIENT
e e e
PROTECTION BOARD
ea as e
e as e
ea e so
#6 AWG GROUNDING WIRE
e e e
CONNECTED TO GROUND LUG
120 VAC JUNCTION BOX
MOUNTING BOLTS -
I.
•�'. illll I:.�l: '••
• uIr �I i : t
171
GROUNDING ROD II 4 U
NOTE: JL
./
1. CONTACT CALSENSE FOR SPECIFIC CONTROLLER MODEL NUMBER
FOR EACH INDIVIDUAL PROJECT REQUIREMENTS AND COMPONENTS
2. ALL CONTROLLER COMPONENTS MUST BE CERTIFIED BY CALSENSE
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND INSTALLING ALL REQUIRED
CONTROLLER COMMUNICATIONS. CONTACT CALSENSE FOR EACH PROJECT REQUIREMENTS
LD Conailig 2006 (My dwas im or re"dud an d ft design mud be approved In writing by Vetiey Wide Reaeallm & Pak District)
VALLEY WIDE RECREATION
01/06
PEDESTAL CONTROLLER I R - 23
ESS
A.
No. 33950 Z'
Exp.6-30-08
AP
PR" DATE
REVISIONS COUNTY �qr CIV, 1,
CP
DRAWN BY: CHECKED BY: �'�*�
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
TREE BASIN
TREE ROOTBALL TYP.
4" FLAT DRAIN CAP
SET FLUSH WITH GRADE
FINISH GRADE
JBBLER HEAD
JNTER CHECK VALVE
,H 80 RISER
ARLEX STREET ELL
1TERAL THROUGH PIPE
4" DIA X 36" PVC
PERFORATED PIPE
W/PEA GRAVEL 6"
BELOW BUBBLER
LLD Con wi11 ng 2006 (My devietim a reproduction f tM design must be W.,.d in w*V by valley wde Recreai n & Pak DAs d)
LesVALLEY WIDE RECREATION
01/O6
TREE WELL BUBBLER LR- 44
NOTE:
CONTACT CALSENSE FOR
CONTROLLER ORIENTATION
FOR OPTIMUM RADIO SIGNAL
PRIOR TO INSTALLATION
FUTURE COMM. CONDUIT
RUN TO BOX 24" AWAY
FROM ENCLOSURE
DOME ANTENNA
CALSENSE PREASSEMBLED ENCLOSURE
MODEL # SSE-LR-DOME-RR
(LOCAL RADIO & RADIO REMOTE)
- PISTON CONNECTED
TO FLIP TOP
LOUVERED VENT
30"X26" CONCRETE BASE
8" DEEP MIN.
POUR 2" ABOVE FINISH GRADE
• e
I
r3-40 SWEEP FOR
dOL WIRING
• .
1"SCH 40 SWEEP FOR 3/4" SCH 40 SWEEP FOR
ET GAGE \-::: 120 VAC POWER
5/8" X W COPPER GROUNDING
1" SCH 40 SWEEP FOR ROD WITH #6 WIRE FOR CLAMP
FLOW METER
LD CarnsuAkg 2W6 (My dw e6m orrepodutim of ft design mud be approved in wribg by Valley -Wide Rea sdoi & Pak Di* d)
VALLEY WIDE RECREATION
01106
PEDESTAL ASSEMBLY I R-24
BORTHWICK GUY BETTENHAUSEN INC.
2462 Dupont Drive " Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.b9b-inc.com
►H A. A FI OWN DATE: CLIENT
.>7��
RECOMMEND Y WILLDAN DATE: -7r
DRAWN BY: Jeff Kraus
CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
HEAD TO BE 1/2" ABOVE
GRADE IN PLANTER
SPRAY HEAD W/CHECK VALVE
6" FOR TURF 12" FOR PLANTER
PER LEGEND & SPECS.
HEAD TO BE FLUSH WITH
GRADE IN TURF
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
MARLEX ELL TYP. 3 PLACES
SCH 40 TEE SLIP X FT
SCH 80 NIPPLE TYP.
1/2" X 8" MIN. SIZE FOR 6"
1/2" X 12" MIN. SIZE FOR 12"
NOTES: LATERAL LINE PER SPECS.
1. USE 3/4" TEFLON TAPE WHERE ELL MEETS SCH 40 TEE
2. INSTALL HEAD PERPENDICULARLY PLUMB TO ADJACENT GRADE
3. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE
4. INSTALL HEADS 2" FROM HARDSCAPE EDGE IN TURF AREAS
5. INSTALL HEADS 6" FROM WALLS IN PLANTER AREAS
Cma ftV 2006 (My dwislim or nawductfm of ft design mat be appwed in willing by Valley Wide Recreebon & Pak Dow)
VALLEY WIDE RECREATION
01106
POP-UP SPRAY HEAD IR-1 7
CALSENSE ET GAGE ENCLOSURE
MODEL # EfGE
HEAVY GAGE STEEL MESH
STAINLESS STEEL ENCLOSURE
T-PINS WITH DRILLED HOLES FOR
92526 PADLOCKS
18"X18"X8"POURED IN
PLACE CONCRETE BASE
CALSENSE ET GAGE MODEL #ETG
MOUNTED ON METAL STAKE & BASE
2" ABOVE
FINISH GRADE
:a. ,•'•
�l
1" ELECTRICAL SWEEP ELL FOR
PAIGE P-7171-D CABLE IN
CONDUIT TO ET-2000 CONTROLLER
NOTE:
1. CONFIRM LOCATION WITH CALSENSE PRIOR TO INSTALLATION
2. LOCATE IN PLANTER AREA TYP.
3. SPECIFY FOR CONTROLLERS TO HAVE THE "-G" MODULE WHEN AN ET -GAGE IS USED
U) CawA ng 2W6 (My devletlm or reprodt a m of ft design mret be approved in writing by Valley -Wide Remotion & Pack District)
VALLEY WIDE RECREATION
01/06
ET GAGE AND ENCLOSURE IR-25
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
H' NONE
V:
.. . - •
Ill
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES SCft�fXlC,4
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION DETAILS
FOR: w 0. 1 COUNTY
E _:133j1i:"
16
OF 2L SHEETS
SYSTEM DESIGN PARAMETERS - POC "14" SYSTEM DESIGN PARAMETERS - POC 92" SYSTEM DESIGN PARAMETERS - POC "11"
System Model Number: I5C610A-3-2-25/VFD/PSW/ATT System Model Number: I8AQB-.15-2-2/FSW/ATT/5P System Model Number: iBA I5-.-I5-2-2/FSW/ATT/BP
System Design Flow Rate- 15 GPM System Design Flow Rate: 31 GPM System Design Flow Rate: 21 GPM
System Design Pressure: 11 PSI Syeten Design Pressure: 12 PSI System Design Pressure: 61 PSt
Sybtee PlPing Size: 2 1/2 INCH System Piping Size: 2 INCH System Piping Size: 2 INCH
Minimum Suction Pressure.- 50 PSi Minimum Suction Pressure: 50 PSI Minimum Suction Pressure: 50 PSI
System Electrical Voltage- 230 VAC System Electrical voltage: 230 VAC System Electrical voltage: 230 VAC
System Electrical Phase and Frequency: I PHASE 60 HZ System Electrical Phase and Frequency: I PHASE 60 HZ System Electrical Phase and Frequency: i PHASE 60 14Z
Pump Model Number: C PIOA Model Number: 2HMSiE2D0-2HMS3 q,m, Model Number: 214MO E200-2HM83
OR WALL LOPE SCH ti0 BALL VALVE vR Sxsx7 TEE Pump Capacity (GPM). 15 GPM Pump Capacity (GPM} 31 GPM Pump Capacity (GPMA 21 GPM
AGAINST FENCE
PRESSURE REGULATOR SEE VR SXSXS TEE UVR LATERAL LINE Pump Total Head (FeatA 14 FFET PumpTotal Head (Fast). 62 FEET Total Heed (FeetA 53 FEET
IRRIGATTION LEGEND & DETAIL DRY UVR PVC TYP. Rump Horsepower: 3 HP PumHorsepower: 3/4 HP Pixnp Horsepower: 3/4 14P
o INE EMITTER E Pump RPM- 3500 RIFM Pump RPM: 3500 RPM Rump RPM: 3500 mail
WARNING RECYCLED RECYCLED WATER SIGNAGE 10' O.C. SPACING System Full Load Amperage: 11 AMP System Full Load Amperage: 5 AMPS System Full Load Amperage: 5 AMPS
WATER
DO NOT DRINK PER EASTER MUNICIPAL WATER
DISTRICT SEE DETAIL DR-2G 1pt
18" ® UVR PVC OR SALCO LAND IRREGEND
BOOSTER PIJfMP ASSEMBLY: (pot 14) BOOSTER PUMP SYSTEM DESIGN PARAMETERS. BOOSTER PUMP SYSTEM DESIGN PARAMETERS.
FLEX RISERS , , LEGEND FOR
SIGNAGE CAN BE PURCHASED EMITTERS " SCH 40 UVR PVC
ADISO-AGUA IMPURA FROM EASTER MUNICIPAL WATER GALVANIZED ` OR SALCO FLEX 1.1 Simplex water pressure booster system as designed and fabricated Barrett Ineared s ri li "Ica"
by � Pumps SYSTEM DESIGN PARAMETERS - POC I SYSTEM DESIGN PARAMETERS - POC 19
NO TOMAR TUBING U-STAKE NIPPLE and provided by Groan Tech (800) 421-0119. The system shall be a completely prefabricated system
DISTRICT (951) 928-3777 FOR FLEX RISERS SCH 40 UVR PVC ' ` with pump, piping, electrical and structural elements. The entire assanbl "II be UL Listed and
SEE DETAIL DR-1 pump y System Model Number: iBACatB-I-2-2/FSW/ATT/BP System Model Number: 1BAQ 9,-2-•2/FSW/ATT/BP
FOR TREE EMITTERS / REBAR J-HOOK ApprOYed, tem Design Flow Rate: 35 GPM Slptam Design Flow Rate: 35 GPM
1 /4" CARRIAGE BOLT(2 PLACES) i . SALCO FLEX RISER 1 I
CHECK VALVE System Design Pressure: 15 PSI System Design Pressures 10 PSI
TO SECURE SIGN TO POST SEE IRRIGATION ` / ' rTREE 1 ` FLUSH VALVE END / SALCO RISER 12 Pump shalt be (GA Series) single stage and auction close coupled centrifugal, cast iron bronze System Piping Size: 2 INCH System Piping Size 2 INCH
LEGEND AND ` ' CAP -200'MAX ASSEMBLY fitted construction, equipped with medlantcal shaft seal, back pullout design. ["liar shalt either be Minimum Suction Pressure: 50 PSI Minimum Suction Pressure: 50 PSI
CROSS THREADS TO DETOUR DETAILDRB - DISTANCE FROM VALVE C - #A-050-12-2MA ��r'�,.I and locked to the shaft with a hex head impeller nut and washer or shall be threaded directly System Electrical voltage, 230 VAC System Electrical Voltage: 230 VAC
48" MIN. EASY REMOVAL OF SIGN � � � � PER DETAIL DR-5 •-�--' mWpa
JQ' n to the end Of the shaft. Pump shaft shalt be btetniees steel with no sleeve. Pump elmail be directly System Electrical Phase and Frequency: 1 PHASE 60 HZ System Electrical Phase and Frequency: 1 PHASE 60 14Z
- 3" GALV. STEEL POST 0 G coupled to a G-face electric motor.
UVR OR Pump Model Number: 2HMSIE2DO-214M54 Pump Model Number: 21-IMSIE200-2H1163
SET PLUMP TO GRADE SALCO '9 Pump Capacity (GPMA 35 GPM Pump capacity (CsPMA 35 GPM
FLEX 1 13 Electric motor shall be of the squirrel cage Induction type suitable for full voltage starting. PumpTotal Head (Feet). 69 FEET Total Head (Feet):58 FEET
I 1 / SALCO RISER Motor shall be ODP to aid in cools Electric motor shall_ba rated for conntinuous service. The
SLOPE TO OF FOOTING REBAR J-HOOK ASSEMBLY �' Pump Horsepower' I HP Pump HoreepGR9er: 3/4 HP
motor shall have horsepower ratings such that the moor wil
l terry the maximum possible load to be
• FOR UVR PVC #A-0so-1 z-2MA Pump RPI'1: 3500 RPM Pump RPM: 3500 RPi'T
• I W I W developed under the designed pumping conditions and not overload the motor beyond the System Full Load Amperage: 1 AMPS System Full Load Amperage: 5 AMPS
i EQUAL I nameplate rating of the motor. Motor shall have a L15 service factor. The motor shall conform to the
24" .t , / / latest NEh1A Standards for motor dent and construction.
2500 PSI CONC. FOOTING `I EQUAL ` / design
' 1.4 Pump Control Panel shall have a NEMA 4X plain front non-metallic enclosure with padlock latchm. BOOSTER PUMP SYSTEM DESIGN PARAMETERS. BOOSTER PUMP SYSTEM DESiGN PARAMETERS.
ELLS FOR The panel Includes power and control re-sutable thermal circuit breakers, heavy duty magnetic starter SYSTEM DESIGN PARAMETERS - POC 1115" SYSTEM DESIGN PARAMETERS - POr- 112011
SLOPE GRADE with adjustable overload protection, Hand -Off -Auto switch to select mode of operation, and heavy
12" TRANSITIONWHEN
duty numbered terminal stripe for power and control wiring seed terminations. System Model Number: IBAQ5-.15-2-2/FSW/ATT/BP %%tam Model Number: I5AC8-.15-2-2/FSW/ATT/15P
APPLICABLE PLANTSPACIN47 A B C iS Metal oxide varietor protected pump start relay(e) incorporated in panel to start pump with signal System Design Flow Rate- 36 GPM Syetam Design Flow Rate- 34 GPM
NOTES: from each irrigation controller. Syetam Design Pressure: (01 PSI System Design Pressure: 61 PSI
1. SIGNAGE MUST COMPLY WITH EMWD REQUIREMENTS 3' O.C. 18" 30" 5'0" System Piping Size: 2 INCH %&tan Piping Size: 2 INCH
REMOTE CONTROL DRIP VALVE PER LEGEND Minimum Suction Pressure: 50 PSI Minimum Suction Pressure- 50 PSI
2. PROVIDE SIGNAGE AT ALL PROJECT ENTRIES AND AT EACH WATER WYEFILTER PER IRRIGATION s 12" FROM SIDEWALK TYP. ib All sybttam piping shall be type "L" copper. All fittings shall be copper or brass, with union Or Systtam Electrical voltage: 230 VAC System Electrical Voltage: 230 VAC
LEGEND AND DETAIL IR-2 MAINLINE 4' O.C. 24" 42" 710' flanges to allow for system dia66Wi:I y Or major component removal. System shall incorporate en
METER CONNECTION pipe size bypa Sy
integral full stem Electrical Phase and Frequency: I PHASE 60 HZ System Electrical Phase and Frequency: I PHASE 60 ,HZ
I ed line with isolation valve to allow for pump removal and repair without Model Number: 2HMSIE2DO-2HMS3 Model Number: 2HMSIE2D0-2'HMS3
3. PROVIDE ADDITIONAL SIGNAGE ALONG PARKWAYS AND TRAILS AS SIDEWALK OR CURB 5' O.C. 30" 54" 816" disrupting water supply to system. Rump
Pump Capacity (GPMA 36 GPM Pump Capaaity (GPMA 34 GPM
DIRECTED BY EMWD 1.1 isolation valves shall be all brass quarter turn ball valves with hard errome ball on lines 2" and Punp, Total Head (Feet). DIFEET Pump Total Head (Feet). 53 FEET
ID Ca g zees (MydevMm or WoftW of ft deW mat beaMovw n shag by Va" Wde Reoubm & Palk D"MI LD Consulting 2006 (Any devlaton or reproduction of this design must be approved In wriltlng by Val Wide Reereedon & Park District) LD Consulting 2006 (Any devielbn or reproduction of this n must be a Pump Horsepower: 3/4 HP Pump Horsepower: 3/4 HP
Valley ) design pproved In writllrg by Valley Wide Recreation 8 Park District) less, isolation valves shier II be lug style butterfly valves with Bux�a -N elastomeric seats, ductile from RxRp �: 3x RPM � RPM: 3500 RPM
nickel coated disc, and etainleee atasi stem with hands and 10 position galvanized memory plate on
lines 21/1" and greater. �� Full Load Amperage: 5 AMPS System Full Load Amperage: 5 AMPS
VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION 1,8 Gauges &hall be 21/2" diameter face, glycerin filled with stainless casing and brass internals.
01106 01106 01/06 1.9 Flow activated peddle style magnsiteaily coupled flow switch, sensitive to flows as low as 1 fps, BOOSTER PUMP ASSEMBLY: (poc '12', '13', '15', '11', '19' and '20')
RECYCLED WATER SIGN I R-31 POINT TO POINT LAYOUT DR-1 EMITTER ASSEMBLY DR-3 mounted on piping and interconnected to time dsiag relay to shut down pump on no-ftow condition&, 11 1.1 Simplex water pressure booster system a* designed and fabricated bg Barrett Engineered Pumps
time delay relay adjustable from 0 to 5 minutes. and provided by Green Tech (800) 421-0119- The system shall be a completely prefabricated system
1.10 Pump system shall be mounted on a structural aluminum skid with mounting flanges on front and back with pump, piping, electrical and structural elements.
to allow Tor mounting of skid to concrete Pad. Skid equippeld with pipe support on suction and 2 g ,� ��'J 12 Pump shall be Horizontal multi -stage cantrtfugal. Pump construction shall be stainless fitted with
dtednarge piping- All nuts and bolts and washers to be heavy zinc coated steel on skid and piping. lsJ stainless steel casing stainless steel impellers and bowls. Pump shall be equipped with mechanical
Skid shall include mounting hardware for integral aluminum enclosure. 4 seal. Pump shall be directly coupled to a C-face electric motor.
IJI The system enclosure shall be vandal and weather resistant, marine grade alum" alloy 50152-H32 i 13 Electric motor shall be of the squirrel cage induction type suitable for full voltage starting.
construction with rectangular pund-iouts for viewing and heat dissipation. The enclosure shall be low 0 Motor shall be ODP to aid In cooling. Electric motor shall be rated for continuous service. The
lle profhinged top design with padlock provision. The cover shall be secured to the concrete pad motor shall conform to the latest NEMA Standards for motor design and construction.
with stainless steel hardware. 3
6" THICK CONCRETE PAD 7 1.4 Pump Control Penes shall have a NEMA 4X plain front non-metailic enclosure with integral variable
SET 2" ABOVE GRADE 1.12 Pump Assembly shall include the following option(sA
BARK MULCH UVR FEMALE ADAPTER Frequency Drive, and programmable controller to provide automatic pressure sequence on -off
4" THICK CONNECTION TO PVCof pump. FEBC0825YABACKFLOW 11- LATERAL LINE USING -(VPD) Uklere specified by the System Design Parameters, a Variable Frequency Drive tam to �' � � f�eedbadk signal to ellosnpfor ptxnpp shall i�epeed pipe mounted
uto matntein�consteni�sye transducer to
pressure �rying
oure
PER SPECS WHEN FERTILIZER _I 11- SCH 40 WR SLIP TEE convert Incoming I phase power to 3 pUWaes power of the motor. VFD system to receive feedback flow rates. The pump shall also include heavy duty terminal stripe for power and control wiring toad
INJECTOR IS USED PER EMWD Signal from tern mounted stainless steel pressure transducer and in terminations.
1/2" SCH 40 UVR - � � pr cOnJUMGt(OIn With Internal
POLAR BARRIER COVER _ SCH 40 UVR PVC software drive PID control I maintain customer adjustable constant tam discharge
SIZE PER FILTER SIZE I LATERAL LINES loop j Nly& g pressure by
-I I INSTALL PARALLEL varying the speed Of the pump in response to varying system load. IS All system piping shaft be type Ill copper. All fittings shall be copper or brass, With union or
SALCO RISER - TO SLOPE FACE -(FSW) Inane ifisd the ten Design Parameters, Flow actived non -ad uetable pivoting vane
STAINLESS STEEL ENCLOSURE ASSEMBL y g^� °p�c �° j p flanges to allow for system diassemnbiy or major component removal.
st Is ma icall led Flow Switch, with 300 series etainlasa vans, brass and weatherproof 3
LOCKABLE & VANDAL PROOF #A-050-12-2MA -I bJIx
SBBC-XXBY STRONGBOX OR _ ` REBAR)-HOOK encloaul'a• Flow switch sensitive to flows as low as I fps, with electrical contact ratings of 5 Amps at ib Isolation Valves shall be all brass quarter turn ball valves with hard etrome ball. Spring loaded
-_) ± I 125/250 VAC, pressure rated to 250 F'SI, mounted on piping and Interconnected to time delay relay braes disc at le clack valve with stainless steel eFtedk clerk and spring.
EQUAL PER LEGEND &SPECS EMITTER TO BE _ / to smut dour in no -flow conditions, time dela rely adjustable from O to 5 minutes. l y
LOCATED AT R I _ r x 112" SCH 40 UVR PVC OR SALCO 1� y y J Option:
YARDNEYORAG PRODUCTS / „ j= FLEX NIPPLEPIPING Flow switch to provide on -off control of pumping unit) V..
9 1.1 Ga es shall be 21/2" diameter face, I oein filled with stainless cast and brass Internals.
OF PLANT ROOTBALL INSTALL PERPENDICULAR -CAiT) Where epaicified by thlo System Design Parameters, Sound Atteltuatton foam shall bs tnatailsd FILTER DEVICE PER PLAN gy
li` r % TO SLOPE FACE
WITH FLANGED ADAPTERS - on rH,terlor of enclosure with baffles an ventimg to redLlee sound emanating from thno booster system•IS Th,e shell ba mounted om a mounts ed (QP) aeeambl consist of a reinforced Iastie
BRASS NIPPLE (LINE SIZE) GALVANIZED U-ST - I <" % - - "''ppypC - `�=l I TREE DRIP EMITTER ASSEMBLY IN gRASS UNION (LINE SIZE)
-1 TO INCLUDE PVC FITTINGS: Li3 The ee'V1ce& of a factory representative or lrotnod service profssetonal shall bs made available`� ® • ; ,i grads etatnles& steel fastening brackets. The support base shall bs installed end compacted In earth
On the Job site to check installation and perform the startup and In&tni operating personnel. A ' •:�
1/2 "UVR SLIP TEE start r contains voltage and amperage readings, suction and discharge pressure read",: ••: allowing the top two tnd^ies of the support base to bee osod above the earth. Ths 5052 H32
-III=I 1 1/2" WRSST TEE containing g gMarine Grader Aluminum mounting pad shall clamped to tkie support base with the stainless steel
2 1/2" UVR SLIP 90 ELLS astimatAd f10W cOndittone, end general operating ei•iaractertetics &hail be submitted to the Owner. •' £estantng bradcate.
2 1/2' UVR ST 90 ELLS
HASP W/PADLOCK PER VWRPD 1 SALCO #A-050-12-2MA 1.14 Far sets of operating and maintenance manuals shall be provided to the owner after startup and 1.9 The eeyyaaten anclobure shall be vandal and weather resistant nature manufactured entirely of marine
2 SALCO#-HOOKS2MA &hail include parts manuals for major components, performance curve for pump, gaNneal sequence of grade atumtrum alloy 5052-H32, with a wall thickness of one at inch. The mounting base shall be
. TREE 4 REBAR J-HOOKS operation, and electrical echnematte for control anal. 1• �- �''�'� �"P' a MARINE GRADE 'w"s""�'' °'Kx°suR�, � 11
BARK MULCH operp CAST IRON BRONZE FITTED. HINGED TOP. manufactured antirey of stainless steel. The main housing shall of solid shoat contruction punched
4" THICK Z NONA 4X SIMPLEX CONTROL PANEL FOR 9. STRUCTURAL ALUMINUM BASEPLA7E on the bides With a rectangular pattern for View badkflow attOn The length of the enclosure
TREE PLANTING PER PLANTING PLANS AUTOMATIC OPERATION. 10. PIPE. DOUBLE WRAPPED MATH PVC p `per g
SCH 80 PVC TO IRRIGATION UVR FEMALE 3. BRONZE 1/4 TURN BALL VALVE. PIPE URAP shall be expandable to allow for site adjustment, The enclosure shall have a mating lip on one and
4. BRONZE NON-AMSTABLE FLOW SWATCH. 11. BRASS W DEG ELBOW.
ADAPTER 5. - INCH TYPE 'L' COPPER 12. PVC SCHEDULE 80 MALE ADAPTER. and a looktmg mechanism on the other and. The mounting base shall be submerged into the concrete a
SCH 80 FEMALE ADAPTER SALCO OR BOWSMITH DRIP EMITTER, MINIMUM THREE Q R w,',.� 6• BRONZE UNION ADS• CONTRACTOR 13. CONCRETE THRUST BLOCKS 1 CUBIC FEET minimum of two lnche&, positioning the enclosure two and one half Ind-*& above the concrete for
DRIP EMITTERS SHALL BE INSTALLED PER TREE ON -SITE ICYC .W A),V POTABLE "TM NOTE$ IS RESPOiSIBLE FOR CONNECTING OUTLET MINIMUM drainage purposes. The looking mechanism shall be of the full release two, which allows for complete
BRASS NIPPLE FLANGE AND/OR ALL MAINLINE PIPING To 14. a INCH THICK CONCRETE PAD. ASTM C-94,
1/2" SCH 40 UVR NOTE: FLANGES IN COMPLIANCE WATH ALL LOCAL AC SM 318-83 MIX, 2500 PSI RATED removal of the enclosure from its mounting base without the use of tools. The handle controlling the
_ i ALL TREES SHALL RECIEVE THE NUMBER OF DRIP EMITTERS SHOWN BELOW. A, TI- E INSTALLATION OF THE RECYCLED WATER SYSTEM WALL COi�"plQl'1 TO TfaE REGULATIONS i:OR THE PUIMBWG CODES 15. MAIN POWER CONDUIT. lookingme l-anlem &hail be concealed within the surface of the enclosure and ovide fora padlock.
SALCO RISER 7. PRESSURE GAUGE, LIOUID DAMPENED.
NATIVE SOIL COMPACTED TO i `V 5 AND 15 GALLON TREES - 3 DRIP EMITTERS
ASSEMBL - I «i '' 24" BOX TREES - 4 DRIP EMITTERS CONSTRuetiON OF RECYCLED WATER sYSTTBMB WITHIN THE EASTERN MUNICIPAL WATER DISTRICT. 1.10 Pump Assembly abseil include the following option(*).
ORIGINAL DENSITY #A-050-12-2MA - lOnCE,j 36" BOX TREES - 5 DRIP EMITTERS
IiI-III-
�`' = 48" BOX TREES - 6 DRIP EMITTERS S. THE EASTERN MUNICIPAL WATER DISTRICT INSPECTION DEPARTMENT SHALL BE NOTIFIED TWO WORKING DAYS
12"X12"X12" CONCRETE -I i=III=) I
GALVANIZED U-ST �� � \> � TREE WITH MORE THAN 3 EMITTERS SHALL USE ASSEMBLIES IN KEEPING WITH PRIOR TO THE STAI T OF CONSTRUCTION AT (951) 928-Sill, EXTENSION 4838-(AquaBoost -AQB) A variable Frequency Drive eyetem, VFD system to receive feedback signal from
THRUST BLOCKS ' !% THE PVC FITTINGS AND NIPPLES SHOWN ABOVE. I `L - � (I `L� �OOSTE I` f=UM I system mounted stainless steel pressure transducer, and In conJunic on with Internal software driven
-) I I- oc 12 , 13 , 15 , 11, 19 and 20
EMITTER TO BE I ` C. ALL ON -SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON PROJECT SHALL BE IDENTIFIED IN p " � � PID control I maintain customer adjustable constant tam discharge pressure Va I the
NOTES: BRASS NIPPLE TO METER AND GATE VALVE PER WATER CO. 1./>.t W i. i _ DRIP EMITTERS SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO TREE ROOTBALL.
LOCATED AT R I I �� <`^% iI-III o� J g p
1. INSTALLATION MUST CONFORM TO LOCAL CODES OF PLANT ROOTBALL _j ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANTING LAYOUT. ACCORDANCE WITH THE DISTRICT'S REGULATIONS AND THE IF"l'atCsATION SPECIFICATIONS erwretss�� "'"�` speed of the pump in response t0 varying system toad, and to provide on -off pump sequsncing on
III -I pressure. Included is a bladder style pressure etoraga tank pipe to pump discharge, dtdAinged to
2. OBTAIN EMWD APPROVAL PRIOR TO INSTALLATION I �' r e ' r'r (- ' ' '-_ _
I ( COLORED AND STENCILED PIPE AND/OR WARNING TAA1=s SHALL BE USED ON ALL CONSTANT PRESSURE maintain aystem pressure when pump is off and prOperly sized by the manufacturer to prevent short
3. LOCATE FILTER IN PLANTER WHERE POSSIBLE ! PIPING CARRYING EITHER �CYGLED OR POTABLE WATER cycling of pump system.
4. WRAP ALL PIPING WHERE CONCRETE OCCURS _I l 3-III= I I (r C SW) W ler'e apeoifted by the System Design Parameters, Flow actived non-adjustable pivoting vane
lD CaaWtlng 1n06(Mydovietlon err reproarmmdlNs design mid De approvednwriting byYdey Wide lTeoeetlm&Pak Dshid) LD Correultlng 200e (Any deviation or reproduction of this design must be approved in wrilting by Valley Wide ReaeatbnBPark District) �B�V'nyde''laeonampoDuceondtlis design mug beappoved"n wrilenp by vekry VYde Reaeetlm&Pak DMrlo) - et Ia fie Icall led FLOW SWttch, With 300 aeries stainless Vane, brass sod and weatherproof
1. WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CCNTINUOUSLY FOR THE � y gne y � y therpr
ENTIRE LENGTH OF ALL PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE, AND 6 2 _4111. anclosura Flow switch sensitive to flows as low as I fps, with electrical contact ratings of 5 Amps at
INCHES ABOVE THE PIPE. 125/250 VAC, pressure rated to 250 PSI, mounted on piping and interconnected to time delay relay
VALLEY WIDE RECREATION C R E A T I 0 N 8 �'� to shut down Pump in no -flow conditions, time delay relay adjustable from 0 to 5 minutes. (t;ptlom
01VALLEY WIDE RECREATION VALLEY WIDE RECREATION 01/06 BURIED WATERLINE BELOW"
2. TA POTABLEWATED TER
TEMINIMUM
PI 1 INCH HIGH BLLETTE INR3 BLACK COLOR WITH WCOLORORDS "ORACT TION: 4 6 6 F� switch eto�iviide on -off Sptan control Dof esign pumping
unit).
Parameters, Sound Atterituation foam she II be installed
RECYCLED WATER FILTER °1l06 TREE EMITTER LAYOUT SHALL BE CONTINUOUS AND PERMANENT. on interior of enclosure with baffles on ventingto reduce sound emanatin from the boosters stem.
WITH B A C K F LO W DEVICE 1IR - 3 2 SHRUB EMITTER p R - 2 D R - 4 L -CIBP) The booster pump "it include a bypaas assemlbly for the pRrpoee of a l lowing flow through in
3. WARNING TAPE FOR THE RECYCLE WATER PIPING SHALL BE PURPLE IN COLOR, PANTONE 522C, WITH case of the mood to shut down the booster pump.
THE WORDS "CAUTION: RECYCLE WATER" IMPRINTED IN MINIMUM I INCH HIGH LETTERS BLACK IN COLOR:
iMPRINTING SHALL BE CONTINUOUS AND PERMANENT. 1.11 The services of a factory representative or trained servcces professional shall be made available
4 on the Job alto to chock installation and perform the startup and instruct operating personnel. A
E. ALL PRESSURE MAINLINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN startup report containing voltage and amperage readings, suction and discharge pressure readings,
FOUR (4) FOOT MIN"JM HORIZONTAL SEPARATION FROM ALL POTABLE WATER Pulls. WHERE RECYCLED 3 estimated flow conditions, and general operating characteristics shall be submitted to the Owner.
AND POTABLE WATER PRESS JRE MAINLINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE
INSTALLED BELOW THE POTABLE WATER PtPtiJG TO MAINTAIN A ONE (1) FOOT MINIMUM VERTICAL CLEARANCE. 1.12 Far sets of operating and maintenance manual* shall be provided to the OUIne' after startup and
WHERE TIE 1111ECYGLED WATER PRESSURE LINE MUST BE INSTALLED ABOVE THE POTABLE WATER pRESGUFZ snail include parts manuals for major components, performance curve for pump, general sequence of
LiNE, A FOUR (4) WN W Mad" VERTICAL CLEARANCE MUST BE MAINTAINED AND T14E RECYCLED WATER operation, and electrical schematic for control panel.
PRESBWSE LINE MUST 02 INSTALLED IN A CONTINUOUS Pill CLASS 200 PIPE SILEEiIE tWICW EXTENDS A 2
MIN"JM OF 10 FEET OAI EITHER SIDE OF TWE POTABLE WATER PIPINCs. THE MINIMUM SEPARATION DISTANCES I L B
ABOVE SHALL BE MEASURED MW M THE NEAREST OUTSIDE EDN'sE OF EACH PIPE BARREL
AND/OR SLEEVE.
❑ NOTE:
F. ALL AUTOMATIC CONTROLLERS MUST BE SET TO OPERATE BETILEEN THE HOURS OF %:00 PIM AND 6.010 AM, q 4
UNLESS OTHERWISE FERMITTED BY THE DISTRICT, THE DEVELOPER SHALL COORDINATE 230VAC SINGLE PHASE POWER DRAWING, AND AMPS AS
11 NOTED IN'TI-E BOOSTER PUMP SYSTEM DESIGN PARAMETERS. PROVIDE A DEDICATED CIRGAT
Cs. CONTACT THE DISTRICT INSPECTION DEPARTMENT TWO (2) WORKING DAYS PRIOR TO THE IRRIGATION SYSTEM FOR THE BOOSTER PUMP SEPARATE FROM THE IRRIGATiON CONTROLLEm2
838,
COVERAGE TEST AT (WI) 928-3111, EXTENSION 4AND ARIWAW3E FOR A SYSTEM WALK THROUGH. t'
a
H• ALL VALvE CONVERTS FOR ON -SITE DISTRICT OPERATED RECYCLED WATER FACILITIES SHALL BE
TRIANGULAR IN SHAPE WITH THE WORDS "RECYCLE WATER" CAST THEREON PER STANDARD DRAWIJds NO.
Pal
L ALL MAINLINE VAL\,l SHALL BE Acc SALBLE DURING PROJECT DEVELOPMl=NT. ALL VALVE STEM TOPS
HAVING OVM FIVE (5) FEET COVER ARE TO HAVE AN EXTENSION INSTALLED AND PINNED TO THE VALVE 1. aOSE-COUPLED END SUCTION ANSI RATED BRASS OUTPUT
OPERATING NUT PER STANDARD DRAWING NO. PA-2. CENTRIFUGAL PUMP, CAST IRON BRONZE FIJWGE CONTRACTOR IS RESPONSIBLE FOR
FITTED. BACK PULLOUT DESIGN. CONNECTING OUTLET FLANGE AM ALL
MECHANICJ. FLANGES IN
WARNING SIGNS AND LABELS SHOULD READ "CAUTION: RECYCLED WATER DO NOT DRINK", AND SHOULD BE 7. MEEMAA 4�CONTROL PANEL. MAIN CIRCUIT COMPLIANCE W ITHSEAL. ODP MOMR. MAINLINE PIPINGT ALL LOCAL DUMPING
IN BOTH ENGLISH AND IN SPANISH. THE SIGNS SHOULD INCLUDE THE NTERNATIONAL SYMBOL FOR DO NOT BREAKER, MAGNETIC STARTER, HOA SWATCH, CODES.
DRINK AND COMPONENTS FOR AUTOMATIC 9. FABRICATED STUCRMAL ALUMINUM
BOOSTER PUMP CONTROL BASEPLATE
& MARINE GRADE ALUMINUM ENCLOSURE, 10. 6 INCH MINIMUM CONCRETE PAD. ASTM
K A COPS' OF ALL IRRIGATION AS -BUILT DRAWINGS SHALL BE GIVEN TO T14E EMLD INSPECTOR PRECEDING TOP Hill = DESIGN WITH VENTING. C-94 AC STD. 318-83 DESIGN MIX, 25W
FINAL C 7VERAGE TEST. 4. CAST IRON ELASTOMER LINED FULL WG PSI RATED.
WAFER STYLE BUTTERFLY VALVE. it. DOUBLE PVC TAPE WRAPPED BRASS
& PRESSIRE GAUGE, ZS' DIAL, LIQUID PIPE
L. WHEN POTABLE WATER IS ON -SITE THE RE0,iiRED DEPARTMENT OF HEALTH TiTLE 22 CROSS CONNECTOR FILLED, STAINLESS CASE, 0-200 PST. 12. Pak SCHEDULE 80/131RASS COMPANION
SHUTDOTEST SHALL PRECLUDE THE FINAL RELEASE OF THE IRRIGATION SYSTEM BY AND WILL BE S. FLOW SWATCH, BLONZE, PADDLE STYLE FLANGE CONNECTION
iW
NON-ADJUSTABLE, 100 PSI INCH.
FEET
CONCRETE THRUST BLOCK 2 CUBIC
CONDUCTED BY EMRt>'S SOURG$ CONTROL DEPARTMIENT. 7. TYPE 'L' COPPER, 2.S INCH. 14. MAIN CONDUIT.
DIG ALERT
B N Poll;14 P" iP iNE BOOSTER U
CALL » VALLEY WIDE RECREATION
BEFORE & PARK DISTRICT
YOU DIG!
1-800-227-2600 rs 4.� to
UNDERGROUND SERVICE ALERT
Samueh
Call at least 2 working days prior to excavating. oe pp
Date: 1714
0
NOTE: SEAL -COUNTY TRANSPORTATIONI DEPARTMENT SEAL -LANDSCAPE ARCHITECT o 0SCAp*- BENCH MARK: TR 3O42Z-1 IP 040242 SHEET NO. cc
ATORK CONTAINED VATHIN THESE PLANS SHALL NOT COMMENCE UNTIL L '`r
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN �#FS.Slo1„_ BORTHWICK GUY B E T T E N H A U S E N INC,alp RIVERSIDE COUNTY
'4C APPROVED BY: 1 �« t' BM M-14-63 IN THE
COUNTY OF RIVERSIDE � � �
ISSUED. A 2462 Dupont Drive Irvine, California 9261 2 y � D
c0� CT � 949-476-8616 T 949-476 8707 F www.bgb-inc.com p�4. 1354 ��t TINTERSECTIONOFNEWPORT THE LAKES SC#E,%%4A- U)
No. 33950ZI at ROAD AND LINDENBERGER
THE PRIVATE ENGINEER SIGNING THESE PLANS IS f / ROAD. 1 IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-OS lO l (O DRAWN BY: Jeff Kraus
MARKED COUNTY IN CAP OF � SHEETS
DESIGN AND ACCEPTABILITY of THE WORK HEREON. MARK BY DATE APPR. DATE KH A. OTH AN DATE: CLIENT CENTEX HOMES * �" '� '♦ WELL MONUMENT 1984 Tr. 30422-1
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISION$ COUNTY IV I� s -
ENGiNEER SHALL BE RESPONSIBLE FOR DETERMINING AN q� t 2280 WARDLOW CIRCLE• STE. 150 d ELEVATION 1425.301 IRRIGATION PUMP SPECS.
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR F G><' OpL1F� 1. L04 CORONA, CA. 928M % �� FI: >
APPROVAL BY THE COUNTY. DESIGNED BY. DRAWN BY: CHECKED BY: RECOMMEN BY WILLDAN ATE: CONTACT: DON JAMES (951) 479-9389 %t Of CAA 4 V. NONE FOR: W.O. COUNTY �
FILE NO.
MATCHLINE - SEE SHEET 25
76'-0° �� \ .� OPEN SPACE
55'-0"
LOT 354
\ \ 1 2 , • 4�
Q 4 3UJI _
t\ \ • '��• •••••'••• --- --- ul
\ \ '.'-
\ \ pM rr cn
LL
/o W
51
/
NOTE:
A 12" WIDE MAINTENANCE STRIP SHALL BE
1 I `� INSTALLED BEHIND THE CURB IN ALL MEDIANS
11 1 - SEE DETAIL
VE
LIMIT OF WORK \ G G G
.-
/A
\ _
Y• .. ` G G G
GEND
SYM TANICAL NAME COMMON NAME SIZE TOTAL QTY
�� / � • ..."" / ./ l �l.�" �.. "�- I" 'ram -..r'.
i �� + LBIZIA JULIBRISSIN SILK TREE 24" BOX 7
STANDARD
• ��, M LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE 60" BOX 2
� ''• '.--
PUBLIC SIDEWALK MULTI
fl , ��� -"�;, i --
NOTE: / • os ,-� r i ,- O RHUS LANCEA AFRICAN SUMAC 24" BOX STANDARD 149
SEE MENIFEE ROAD STREETSCAPE PLANS FOR
LANDSCAPING THIS AREA # '� ♦' / /f j / OLEA E. 'SWAN HILL' EUROPEAN OLIVE 36" BOX 12
ct- ♦'
�/z �f PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM 20' BROWN TRUNK 82
HEIGHT(SEE DETAIL A, SHEET 29)
PINUS ELDARICA AFGHAN PINE 36" BOX 9
HOA MAINTAINED AREA PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 169
PER HOA LANDSCAPE
PLANS 19 PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 24" BOX 10
row/ f
126'-O° / f / �/ / 0 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX 94
55 76-0 'l// /� WASHINGTONIA ROBUSTA MEXICAN FAN PALM 16' BTH 8
/ ERIOBOTRYA DEFLEXA BRONZE LOQUAT 36" BOX 40
LAKE a STANDARD
SHRUB LEGEND
SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY
LIMIT OF WORK
O BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689
NOTE:
O CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 SEE SHEETS 29 AND 30 FOR PLANTING DETAILS
t
COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266
RIGHT OF WAY 0 HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501 ;
i
f.' ® PHOTINIA FRASER[ RED -LEAFED PHOTINIA 5 GAL. 519
l�el%1 Q PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645
SHEET 1112.6 SHEET 12 / 27
1111 'l � l Q RHAPHIOLEPIS I. 'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 SHEET 13128
ISHEET9/24. SHEET 8/23 s^
RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002
.3
O X. . ROSA XHYBRIDA CARPET ROSE 2 GAL @ 3' O.. C268 SHEET 10 / 25 SHEET 7 122
f
VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176 ,,,� -
r �s_ SHEET 3118 SHEET 4 / 19 SHEET 5
LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER 5 GAL. 285
-F fYt HyA S
SNEET6/21GROUNDCOVER LEG ND
SYM BOTANICAL NAME COMMON NAME SIZE TOTAL OTY
PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402
:,,.Cc ?i% :?I;r :'i:`7:'.r'• @ 10' O.C.
�.f,,.. 5�<,.{ r.£ MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 35,696 S.F. @ 48" O.C.
TURF AREA: TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED 951 461-9745 6,156 .F.
:•.• i •..• 4 * -i "_arc<.'rr'
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
. •r:r
;fir'•' DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F.
-"'•» :t
.:•...
............_
~ -h . •,: NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS I
DIG ALERT �
rn, CO
CALL
VALLEY WIDE RECREATION
BEFORE 0 30 60 90 120 PARK DISTRICT
YOU DIG!
1-800-227-2600 " _ NORTH s'
UNDERGROUND SERVICE ALERT SCALE 1 30 Samuel 1 epp Date:' QLQ
Call at least 2 working days prior to excavating,
NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT OSCrjp BENCH MARK: SH&T NO.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT Ol., RIVERSIDE COUNTY TR 30422-1 IP 040242
AN ENCROACHMENT PERMIT AND/DR GRADING PERMIT HAS BEEN APPROVED BY: B O R T H W I C K GUY B E T T E N H A U S E N INC. NM �C
ISSUED. �� O A Qr 2 4 6 2 Dupont Drive I r v i n e, r a I i f o r n i a 9 2 6 1 2 y 4� � 4�y�f�� � T WTERSECTION OF NEWPORT -14-63 IN THE COUNTY OF RIVERSIDE � S
�+ 949-476-8616 T 949-476-8707 F www.bgb-fnc.com 354 t ROADANDLIIONOF EWP THE LAKES SCHtgPutf,+-
GER
THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 339502 �^ Q96A—/ / ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 t O l G ! 0 % DRAWN BY: Jeff Kraus
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA A. N DATE: CLIENT CENTEX HOMES ♦[ �� * MARKED COUNTY IN CAP Tr. 30422-1 OF SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY WELL MONUMENT 1984
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE RESPONSIBLE RIN N ENGINEER REVISIONS COUNTY CIV
ENGINEER SHALL BE / 2280 WARDLOW CIRCLE, STE 150 ELEVATION 1425.301
ACCEPTABLE SOLUTION AND RE REVISING THE PLANSORq�F� C4l-\F�� - Z z�Dv CORONA, CA, 92$$0 �% � 't! PLANTING PLAN
BY THE COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMEN BY WILLDAN DATE: CONTACT: DON JAMES (951) 479-9389 �lF Of C�L�E �� SCALE V. 1 "=30' FOR: W.O. COUNTY
0
0
04
G1
A
N
tC
CO
.CCU ~• •�,`01
• •
p
_�_ vp,w O�-�00� `�0000r0P.��OrOiL�i�rO00o�y
O�pOOpv"� —�--
•
tic
Zao''Za
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
DESIGNED BY:
124
123
122
121
120
119
I �
J � �
0 0 0
o '
f f f
118
,.. - ICU)-1..�.0.00,7oc000 e�eoi ,G- +±,�i.
•r'�.00�0000'oc, oa
•
"i
- - �C.
�•p'y�;2 ZZa����_0� o�Q'�O(%OOC)Q_Q_c3OC•_ ���D�CF-450.22S ZZ2< 2Z0o.22S 2ID2S 2Zao.22� 2 Via- T- Z .©�? ���—�►�,�� _-�—
�\1__1_100`
r�
r-
r
138 137
` 139
140
�t
SYM
GEND
OTANICAL NAME
COMMON NAME
SIZE TOTAL QTY
+
LBIZIA JULIBRISSIN
SILK 7'2EE
24" BOX 7
STANDARD
LAGERSTROEMIA INDICA'NATCHEZ'
CRAPE MYRTLE
60" BOX 2
MULTI
Q
RHUS LANCEA
AFRICAN SUMAC
24" BOX 149
STANDARD
B
OLEA E. 'SWAN HILL'
EUROPEAN OLIVE
36" BOX 12
PHOENIX DACTYLIFERA'DEGLET NOOR'
DATE PALM
20' BROWN TRUNK 82
HEIGHT(SEE DETAIL A, SHEET 29)
-
PINUS ELDARICA
AFGHAN PINE
36" BOX 9
PLATANUS ACERIFOLIA
LONDON PLANE TREE
24" BOX 169
PRUNUS C. 'KRAUTER VESUVIUS
PURPLE LEAF PLUM
24" BOX 10
0
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
24" BOX 94
WASHINGTONIA ROBUSTA
MEXICAN FAN PALM
16 BTH 8
13
ERIOBOTRYA DEFLEXA
BRONZE LOQUAT
36" BOX 40
STANDARD
REVISIONS
DRAWN BY:
CHECKED BY:
!� A. OT
No. 33950 Z`
Exp.6-30-08
'PR. DATE
COUNTY c Iv ►v s
�TF • P Cg�\F
136
135
134
OPEN SPACE
LOT 356
21
133
I SYM
BOTANICAL NAME
COMMON NAME
SIZE TOTAL CITY * I
O
BUXUS JAPONICA
JAPANESE BOXWOOD
5 GAL.
1,689
©
CALLISTEMON V.'LITTLE JOHN'
WEEPING BOTTLE BRUSH
1 GAL.
2,187
COTONEASTER DAMMERI
BEARBERRY COTONEASTER
1 GAL.
7,266
®
HEMEROCALLIS HYBRID
ORANGE DAYLILY
1 GAL.
2,501
®
PHOTINIA FRASERI
RED -LEAFED PHOTINIA
5 GAL.
519
0
PHORMIUM TENAX'BRONZE BABY'
MEDIUM FLAX
5 GAL
645
Q
RHAPHIOLEPIS (.'BALLERINA'
INDIA HAWTHORN
5 GAL.
1,796
OO
RHAPHIOLEPIS INDICA'CLARA'
INDIA HAWTHORN
5 GAL.
1,002
O
ROSA X. HYBRIDA
CARPET ROSE
2 GAL. @ T O.C.
268
®
VIBURNUM JAPONICUM
JAPANESE VIBURNUM
5 GAL
176
O
LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER
5 GAL.
285
SYM
BOTANICAL NAME COMMON NAME
SIZE
TOTAL QTY
Q
PARTHENOCISSUS TRICUSPIDATA BOSTON IVY
1 GAL.
402
@ 10' O.C.
MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM
1 GAL.
35,696 S.F.
48" O.C.
TURF AREA: 'TEAM CREST' TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745
6,156 S.F.
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
/�/
/7/7
DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS
11,378 S.F.
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
I+is'. b D.
-
RECOMMENDEVIBY WILLDAN 7. -
:AL-1LAI4UQ-4LAr'C A %.*M1 I CtL I
BORTHWICK GUY BETTE NHAUSEN INC
2462 Dupont Drive Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Krauti
JENT CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
116
' cMiT
115
22 r
—
OMIT
132
OPEN SPACE
LOT 357
a r�
NOTE:
SEE SHEETS 29 AND 30 FOR PLANTING DETAILS
0 30 60 90 120
SCALE 1" = 30' NORTH
BENCH MARK: TR 30422-1 IP 040242
RIVERSIDE COUNTY
y BM M-14-63 IN THE COUNTY OF RIVERSIDE
T INTERSECTION OF NEWPORT THE LAKES SCff&W46 An ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
* MARKED COUNTY IN CAP Tr. 30422-1
WELL MONUMENT 1984
ELEVATION 1425.301 PLANTING PLAN
SCALE: H: 1 "=30' FOR:
r CA1.�E V: W.O. COUNTY
SHEET NO.
19
OF �± SHEETS
MATCHLINE -SEE SHEET 22
1)12' BTH \
190 \ �•
OTANICAL NAME
COMMONNAME
LBIZIA JULIBRISSIN
SILK TREE
V
AGERSTROEMIA INDICA'NATCHEZ'
CRAPE MYRTLE
HUS LANCEA
AFRICAN SUMAC
B
OLEA .'SWAN HILL'
EUROPEAN OLIVE
A 12" WIDE MAINTENANCE STRIP SHALL BE
INSTALLED BEHIND THE CURB IN ALL MEDIANS
PINUS ELDARICA AFGHAN PINE
- SEE DETAIL
♦ •r♦�
— i
LONDON PLANE TREE
• V VO /,
C �►PRUNUS
C.'KRAUTER VESUVIUS
PURPLE LEAF PLUM
1
• O�
��� �:, • �• • •
/
QUERCUS _ GINIANA
CIS
SOUTHERN LIVE OAK
,
�4 no
��
•
0 °„
,
o��6001,
J,n _ �•J
J V O
o; l
010i. i
� '3Q p O ® /• o oC ".: 0 6p1�;'j'I
0,11lb
oc-D
�� �����♦ • •,,.,r,••••^ :v . `�o►O.f7•
r►�!�r. b_oo_o�oa` oco o '� �'t%i0pp�►
- � � goo- . -.. •,'...'��
IN
emu
ig
OOOO CO �^���' � •' � ►
Op- .0e �I% ► �
�� ►�'►�Owl
V . � v, � ►' , Ors- � �
SIZE
TOTAL QTY * I
SYM
BOTANICAL NAME
COMMON NAME
SIZE TOTAL CITY
24" BOX
7
STANDARD
0
BUXUS JAPONICA
JAPANESE BOXWOOD
5 GAL.
1,689
60" BOX
2
MULTI
Qo
CALLISTEMON V. 'LITTLE JOHN'
WEEPING BOTTLE BRUSH
1 GAL.
2,187
24" BOX
149
STANDARD
COTONEASTER DAMMERI
BEARBERRY COTONEASTER
1 GAL.
7,266
36" BOX
12
®
HEMEROCALLIS HYBRID
ORANGE DAYLILY
1 GAL.
2,501
20' BROWN TRUNK 82
HEIGHT(SEE
DETAIL A, SHEET 29)
0
PHOTINIA FRASERI
RED -LEAFED PHOTINIA
5 GAL.
519
36" BOX
9
Q
PHORMIUM TENAX'BRONZE BABY'
MEDIUM FLAX
5 GAL
645
24" BOX
169
0
RHAPHIOLEPIS L 'BALLERINA'
INDIA HAWTHORN
5 GAL.
1,796
24" BOX
10
O
RHAPHIOLEPIS INDICA'CLARA'
INDIA HAWTHORN
5 GAL.
1,002
24" BOX
94
O
ROSA X. HYBRIDA
CARPET ROSE
2 GAL. @ T O.C.
268
12' BTH
11
16' BTH
8
®
VIBURNUM JAPONICUM
JAPANESE VIBURNUM
5 GAL
176
36" BOX
40
STANDARD
O
LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER
5 GAL.
285
GROUNDCOVER
SYM
LEGEND
BOTANICAL NAME
COMMON NAME
SIZE
TOTAL QTY
Q
PARTHENOCISSUS TRICUSPIDATA
BOSTON IVY
1 GAL.
402
@ 10' O.C.
MYOPORUM PARVIFOLIUM'PINK'
MYOPORUM
1 GAL.
35,696 S.F.
@ 48" O.C.
TURF AREA: 'TEAM CREST' TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745
6,156 S.F.
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS
11,378 S.F.
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS
a
o
OPEN SPACE
LOT 361
182 %
MA�
.o \,
c c ,
CIA MAIN' c,(y
PER HOA ' • ,ig
' PLANS
t V
C-j
O • ��
Q ��
o --- tAZ
1
DIG ALERT
TM
CALL VALLEY WIDE RECREATION
BEFORE 0 30 60 90 120 & PARK DISTRICT
YOU DIG!
NOTE:
1-800-227-2600 SEE SHEETS 29 AND 30 FOR PLANTING DETAILS
UNDERGROUND SERVICE ALERT SCALE 1 " = 30' NORTH ' "✓' '
Call at least 2 working days prior to excavating. Samue eF- Date:
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT ,�p BENCH MARK: SHEET N0.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �0%_ ScpF' RIVERSIDE COUNTY TR 30422-1 IP 040242
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN' APPROVED BY: BORTHWICK GUY BETTENHAUSEN I N C. BM M-14-63 IN THE
NM a0 'per COUNTY OF RIVERSIDE
ISSUED. OA. O
2462 Dupont Drive Irvine, California 9261 2 ♦ 20
� T � y f� T INTERSECTION OF NEWPORT '
- � � 949-476-8616 T 949-476-8707 F www.bgb-inc.com 1354 �' n ROAD AND LINDENBERGER THE LAKESC► 5C#- 6,fUCEA
No. 33950 Z +�
THE PRIVATE ENGINEER SIGNING THESE PLANS IS L ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
DRAWN BY Jeff Kraus
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 ! d /0y MARKED COUNTY IN CAP OF 3'
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KH A. M DATE: CLIENT CENTEX H�I11ES * •Z '♦ Tr. 30422-1 SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY )} WELL MONUMENT 1984
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY � C Iv ��- �P
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN q —� 2280 WARDLOW CIRCLE STE. 150 ELEVATION 1425.301
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR TFc>< OP,Lf / , /� CORONA, CA. 92NO � �%,!J b �'�� SCE. H. PLANTING PLAN
APPROVAL BY THE COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMENDEDBY 1MLLDAN ;ATE:' CONTACT: DON JAMES (951) 479-9389 E OF CpL�F V. 1 "=30' FOR: W.O. COUNTY
0
N
00
co
CD
�S
A
DIG 4ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WMK CONTMIED WTNIN THESE PLANS SHAD- NOT COMMENCE UNTI
AN EMCROACk*MT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
INTHEENENTAND DISCREPANCIES ARISTABILITY OF THE ING AFTER COUNTY MARK BY DATE
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
APPROVACCEPTAL Y THE COUNTYLLE SOLUTION AND L BREVISING THE PLANS FOR DESIGNED BY:
TRANSPORTATION DEPARTMENT
A. 9 ESS' A APPROVED BY.
No. 33950 Exp.6-30-08 1 d A A 4
APPR. bAIE KH A. M DATE:
REVISIONS COUNTYgr C IV ►,. �.P
V
DRAWN BY: CHECKED BY: CIF cmf �M Y o
11111111aDMI Um:
,.
BORTHWICK GUY BETTENHAUSEN INC.
2462 Dupont Drive Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
DENT CENIEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 928W
CONTACT: DON JAMES (951) 479-9389
TOTAL CITY * '
7
D
2
149
D
12
'N TRUNK 82
EE DETAIL A, SHEET 29)
9
169
10
94
11
8
40
D
u
SYM BOTANICAL NAME
COMMON NAME
SIZE TOTAL CITY *
O
BUXUS JAPONICA
JAPANESE BOXWOOD
5 GAL.
1,689
@
CALLISTEMON V. 'LITTLE JOHN'
WEEPING BOTTLE BRUSH
1 GAL.
2,187
0
COTONEASTER DAMMERI
BEARBERRY COTONEASTER
1 GAL.
7,266
®
HEMEROCALLIS HYBRID
ORANGE DAYLILY
1 GAL.
2,501
0
PHOTINIA FRASERI
RED -LEAFED PHOTINIA
5 GAL.
519
PHORMIUM TENAX'BRONZE BABY'
MEDIUM FLAX
5 GAL
645
0
RHAPHIOLEPIS I. 'BALLERINA'
INDIA HAWTHORN
5 GAL.
1,796
O
RHAPHIOLEPIS INDICA'CLARA'
INDIA HAWTHORN
5 GAL.
1,002
O
ROSA X. HYBRIDA
CARPET ROSE
2 GAL. @ T O.C.
268
®
VIBURNUM JAPONICUM
JAPANESE VIBURNUM
5 GAL
176
LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER
5 GAL.
285
SYM BOTANICAL NAME
COMMON NAME
SIZE
Q PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL.
@ 10' O.C.
MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM 1 GAL.
@ 48" O.C.
TURF AREA: 'TEAM CREST' TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS
NOTE:
SEE SHEETS 29 AND 30 FOR PLANTING DETAILS
SCALE:
N. r. S.
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1,f=30'
V:
NORTH
TOTAL OTY *
402
35,696 S.F.
6,156 S.F.
11,378 S.F.
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES SCHF�E 4
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
PLANTING PLAN
FOR: W.O. COUNTY
FILE NO, '
SHEET NO.
21
OF 1 SHEETS
MATCHLINE - SEE SHEET 23
DIG ALERT
VTM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
SYM
OTANICAL NAME
COMMON NAME
+
LBIZIA JULIBRISSIN
SILK TREE
LAGERSTROEMIA INDICA'NATC EZ'
CRAPE MYRTLE
Q
RHUS LANCEA
AFRICAN SUMAC
B
OLEA E. 'SWAN HILL'
EUROPEAN OLIVE
PHOENIX DACTYLIFERA'DEGLET NOOR
DATE PALM
PINUS ELDARICA
AFGHAN PINE
PLATANUS ACERIFOLIA
LONDON PLANE TREE
EI
PRUNUS C. 'KRAUTER VESUVIUS
PURPLE LEAF PLUM
0
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
WASHINGTONIA ROBUSTA
MEXICAN FAN PALM
0
ERIOBOTRYA DEFLEXA
BRONZE LOQUAT
SYM BOTANICAL NAME
O
0
O
O
G
BUXUS JAPONICA
CALLISTEMON V. 'LITTLE JOHN'
COTONEASTER DAMMERI
HEMEROCALLIS HYBRID
PHOTINIA FRASERI
PHORMIUM TENAX'BRONZE BABY'
RHAPHIOLEPIS L 'BALLERINA'
COMMON NAME
JAPANESE BOXWOOD
WEEPING BOTTLE BRUSH
BEARBERRY COTONEASTER
ORANGE DAYLILY
RED -LEAFED PHOTINIA
MEDIUM FLAX
INDIA HAWTHORN
RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN
ROSA X. HYBRIDA CARPET ROSE
VIBURNUM JAPONICUM JAPANESE VIBURNUM
LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER
SIZE
TOTAL QTY * I
24" BOX
7
STANDARD
60" BOX
2
MULTI
24" BOX
149
STANDARD
36" BOX
12
20' BROWN TRUNK 82
HEIGHT(SEE
DETAIL A, SHEET 29)
36" BOX
9
24" BOX
169
24" BOX
10
24" BOX
94
12' BTH
11
16' BTH
8
36" BOX
40
STANDARD
SIZE TOTAL QTY *
5 GAL.
1,689
1 GAL.
2,187
1 GAL.
7,266
1 GAL.
2,501
5 GAL.
519
5 GAL
645
5 GAL.
1,796
5 GAL. 1,002
2 GAL. @ 3' O.C. 268
5 GAL 176
5 GAL. 285
SYM
BOTANICAL NAME COMMON NAME
SIZE
TOTAL CITY
Q
PARTHENOCISSUS TRICUSPIDATA BOSTON IVY
1 GAL.
402
@ 10' O.C.
MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM
1 GAL.
35,696 S.F.
@ 48" O.C.
TURF AREA: 'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED
(951) 461-9745
6,156 S.F.
NOTE:
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
SEE SHEETS 23 AND 30 FOR PLANTING DETAILS
DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS
11,378 S.F.
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT
ALL PLANTER AREAS
MATCHLINE - SEE SHEET19
90ESS
OA.p�
No. 33950 Z
Exp.6-30-08
CIVIL �,�P
42F q� CA1.�Fo�
TRANSPORTATION BEPARTMENT
Y.
l
l Q (( /0 6
KH D A. TH N DATE:
_�^ ` o
"A:.
BORTHWICK GUY BETTENHAUSEN INC.
2462 Dupont Drive Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
PPR.
DATE
CLIENT CENTEX HOLES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
REVISIONS
COUNTY
DESIGNED BY: DRAWN BY: CHECKED BY:
RECOMMENDIC BY WILLDAN
0 30 60 90 120
SCALE 1 30' NORTH
Ck_%D
C
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
# MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V:
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES SCHFj�;Ucf �}-
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
PLANTING PLAN
FOR: I W.O. COUNTY C
SHEET NO.
22
OF 3`t SHEETS
O
tV
0
cc
E
7
G1
Q
MATCHLINE - SEE SHEET 27
SYM
OTANICAL NAME
COMMON NAME
-I-
LBIZIA JULIBRISSIN
SILK TREE
LAGERSTROEMIA INDICA'NATCHEZ
CRAPE MYRTLE
Q
RHUS LANCEA
AFRICAN SUMAC
B
OLEA E. 'SWAN HILL'
EUROPEAN OLIVE
PHOENIX DACTYLIFERA'DEGLET NOOR'
DATE PALM
-
PINUS ELDARICA
AFGHAN PINE
PLATANUS ACERIFOLIA
LONDON PLANE TREE
IS
PRUNUS C. 'KRAUTER VESUVIUS
PURPLE LEAF PLUM
0
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
WASHINGTONIA ROBUSTA
MEXICAN FAN PALM
13
ERIOBOTRYA DEFLEXA
BRONZE LOQUAT
vp�0. O00 �OOp �
p
Op
C pow �O Jpp OOp0p0,'pT++. _
�- 0OL 00 OOOOCjp00�
�o coo° ooc000°o� 0:00°°po,�o o
-- DOO_COO OO��Op 9.0000000 0'� OOOOc �.0
C OQOO �O
20-C OAO:
000�000_oo�_ooc
•
Coo
too•O.00Oe
O J�O OO O c,C 7
O��w' � O:O gGOtiCrnOE��a
t . .�.0-
NO� ! J`O10�pc�00,� Apr DOOOrQ00 OCR: AUQ;0� �OOc3000'O<
TIA TAT,
98 � 99 _ .. 1
00
DIG ALERT
SIZE
TOTAL CITY *'
24" BOX
7
STANDARD
60" BOX
2
MULTI
24" BOX
149
STANDARD
36" BOX
12
20' BROWN TRUNK 82
HEIGHT(SEE
DETAIL A, SHEET 29)
36" BOX
9
24" BOX
169
24" BOX
10
24" BOX
94
12' BTH
11
16' BTH
8
36" BOX
40
STANDARD
101
21
..-.T.T-"�-T-
1.��^C2; A00
::c ciI Yoo . -oac oao,o: xao'. ao .:;D
o-f-)_000_o_a o_O_c, �p_o_��o_ooa o_o_c,_.,_o_a
P.�.�-o-G�.o V V �� V.C' V.VlV ��l.�n�[:: •. s.�" �.►�''c� i�i��%I���
103
OPEN SPACE
LOT 352
--
Ia�IS�:SIV I ! I I li� Ca
MATCHLINE - SEE SHEET 22
NOTE:
A 12" WIDE MAINTENANCE STRIP SHALL BE
INSTALLED BEHIND THE CURB IN ALL MEDIANS
- SEE DETAIL
24
o
SYM
BOTANICAL NAME
COMMON NAME
SIZE TOTAL CITY
O
BUXUS JAPONICA
JAPANESE BOXWOOD
5 GAL.
1,689
©
CALLISTEMON V.'LITTLE JOHN'
WEEPING BOTTLE BRUSH
1 GAL.
2,187
COTONEASTER DAMMERI
BEARBERRY COTONEASTER
1 GAL.
7,266
®
HEMEROCALLIS HYBRID
ORANGE DAYLILY
1 GAL.
2,501
0
PHOTINIA FRASERI
RED -LEAFED PHOTINIA
5 GAL.
519
Q
PHORMIUM TENAX'BRONZE BABY'
MEDIUM FLAX
5 GAL
645
0
RHAPHIOLEPIS 1.'BALLERINA'
INDIA HAWTHORN
5 GAL.
1,796
OO
RHAPHIOLEPIS INDICA'CLARA'
INDIA HAWTHORN
5 GAL.
1,002
O
ROSA X. HYBRIDA
CARPET ROSE
2 GAL. cx TO-C.
268
®
VIBURNUM JAPONICUM
JAPANESE VIBURNUM
5 GAL
176
O
LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER
5 GAL.
285
GROUNDCOVER
LEGEND
SYM
BOTANICAL NAME
COMMON NAME
SIZE
TOTAL QTY
Q
PARTHENOCISSUS TRICUSPIDATA
BOSTON IVY
1 GAL.
402
@ 10, O.C.
MYOPORUM PARVIFOLIUM'PINK'
MYOPORUM
1 GAL.
35,696 S.F.
@ 48" O.C.
TURF AREA:'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745
6,156 S.F-
HYDROSEED APPLICATION RATE IS TO BE 1:5 LBS PER 1,000 S.F.
DECOMPOSED GRANITE - PER VALLEY WIDE: SPECIFICATIONS
11,378 S.F.
�Am
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS
(:Vw rr
0
i
s
s r
25 r ' 26
0
~a o
rvc�vvv��vvc
252
OMIT '
c*
0 ...
� ' W
' W
� ' 1
'Z
J
U
o �
4 1
C�
OPEN SPACE 1 3:
LOT 359 —I
s
253
0 30 60 90 120
SCALE 1 = 30' NORTH
TM VALLEY WIDE RECREATION
CALL NOTE: & PARK DISTRICT
BEFORE SEE SHEETS 29 AND 30 FOR PLANTING DETAILS
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT 1 Samuel W. Gbepp Date:
Call at least 2 working days prior to excavating.
NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT `�10SIC BENCH MARK: TR 30422-1 IP 040242 SHEET No.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT O . -
/OR RIVERSIDE COUNTY
ESS BORTHW ICK GUY BETTENHAUSEN INC. ��
AN ENCROACHMENT PERMIT AND GRADING PERMIT HAS BEEN APPROVED BY: NM ��! ty
2462 Dupont Drive BM M-14-63 IN THE COUNTY OF RIVERSIDE Irvine, California 92612 t� � .j,
ICED` A.
949-476-8616 T 949-476-8707 F www.bgb-inc.com �► 1354 t T INTERSECTION OF NEWPORT THE LAKES C�WCME �}
No. 33950 Z ROAD AND LINDENBERGER
THE PRIVATE ENGINEER SIGNING THESE PLANS IS DRAWN BY: Jeff Kraus ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 L e % G f d G s�ww. MARKED COUNTY IN CAP OF _L. SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA A. 0 AN DATE: CLJENT CENTEX HOMES * �ZS # WELL MONUMENT 1984 Tr. 30422-1
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY cIV�� ��P 2280 WARDLOW CIRCLE, STE. 150 J, ELEVATION 1425.301 PLANTING PLAN
ENGINEER SHALL BE RESPONSIBLE FOR ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR NG N 4rF CF CALi�� L v CORONA, CA. 92880 �.�� �� SCALE: H: 104101
APPROVAL BY THE COUNTY. DESIGNED BY DRAWN BY: CHECKED BY RECOMMENDED BY WILLDAN A : CONTACT: DON JAMES (951) 479-9389 f OF CALF V: 1 "=30' FOR: W. COI.JNTY FILE O
MATCHLINE - SEE SHEET 26
J
1 — 14
12 00 13
o�
kOCKPORt ROAD N
-�---- °° ` e IMF S/q&t,9'r- -
Ln
N tax
••••• •• ••••• •••` ••e a s•n se �;``
is • •• •• ••• •• •• ••• ••••• ••••• •• •• •• •• �•• •••` •e e•e e
s a a a s s JLPJL • I AU a rTT s %% e s
f——_—_—_ _ _-- — "- 22
Q 21
20
0 , �� 19
CIP SPACE r
W i� �,LO 348 i
,
W �, E
U.
Z �►1f i
W � 1
Ln c�z>__-
IIII
NOTE:
I I I SEE MENIFEE ROAD STREETSCAPE PLANS FOR
LANDSCAPING THIS AREA
g"OoQ-p,.O?�Ol0�0O • O�oOOiC�U00�OQ0O0OOOOOC_00Cr )_O_OOCOOQOOAOOgQC ,OO�QC�)OOQOOOOOO �0p=0p� pQOO:-OC 0-� �v,Ob
0
'�)O C, -•�O�0,
0OpOpE -8=0�QC#(,O.00OC?OpO1L
•• q<j HOC 007 Q
,
o0000000(TO",�, ac>�oo:.,JQC0;000000000000 "�--�•-� • O O.000nAnC� _ G• :. O.�O�O O.O O O nO�OOC�OnOn�, OOOOOOOe+ -
Vo
. o�,•��i#OOVOOV- - - -�D. Q.
►, o fl
s �MIiO. � Gig ;GOCOO.
= i
I-
III�, 1
(IIII 1 �
IIII 1
I I I I SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY
10'BIKE TRAIL I (I 1 + LBIZIA JULIBRISSIN SILK TREE 24" BOX 7
PUBLIC SIDEWALK— STANDARD
LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE 60" BOX 2
MULTI
I I I I 17 1 1 Q RHUS LANCEA AFRICAN SUMAC 24" BOX 149
III STANDARD
LN N III 3 1 OLEA E. 'SWAN HILL' EUROPEAN OLIVE 36" BOX 12
I I PHOENIX DACTYLIFERA'DEGLET NOOR' DATE PALM 20' BROWN TRUNK 82
HEIGHT(SEE DETAIL A, SHEET 29)
PINUS ELDARICA AFGHAN PINE 36" BOX 9
I 1 LIMIT OF WORK 4& PLATANUS ACERIFOLIA LONDON PLANE TREE 24" BOX 169
PRUNUS C. 'KRAUTER VESUVIUS PURPLE LEAF PLUM 24" BOX 10
IIII 1
IIII 1 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 24" BOX 94
IIII 1 16 } WASHINGTONIA ROBUSTA MEXICAN FAN PALM 12' BTH 11
16' BTH 8
IIII 13 ERIOBOTRYA DEFLEXA BRONZE LOQUAT 36" BOX 40
III ° I STANDARD
SHRUB LEGEND
IIIii - I
SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY * i
Ln �
! I O BUXUS JAPONICA JAPANESE BOXWOOD 5 GAL. 1,689
c� �111 j O
CALLISTEMON V. 'LITTLE JOHN' WEEPING BOTTLE BRUSH 1 GAL. 2,187 SHEET 11 / 26 SHEET 12 / 27
SHEET 13 / 28
(i) COTONEASTER DAMMERI BEARBERRY COTONEASTER 1 GAL. 7,266 SHEEr9/24 SHEET8/23
II j 15 !
i
l ® HEMEROCALLIS HYBRID ORANGE DAYLILY 1 GAL. 2,501
II ! SHEET 10 / 25 SHEET 7 / 22
III 1 I ® PHOTINIA FRASERI RED -LEAFED PHOTINIA 5 GAL. 519 '
Q PHORMIUM TENAX'BRONZE BABY' MEDIUM FLAX 5 GAL 645 SHEET3/18 SHEET4/19 SHEET5120
126'-0" � RIGHT OF WAY �
I i0 RHAPHIOLEPIS (.'BALLERINA' INDIA HAWTHORN 5 GAL. 1,796 SHEET6/21
/761-011j OO RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002
55'- 14 R A X. HY IDA
C j O OS BR CARPET ROSE 2 GAL. @ 3 O.C. 268
IIII I � -
O o I i j ® VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176
Ln I O
LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER 5 GAL. 285
11 1 1 I 0 30 60 90
120
I � 1 SYM BOTANICAL NAME COMMON NAME SIZE TOTAL CITY
DIG ALERT 0 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. 402 �� — �----1�I
I I ! SCALE 1 — 30 NORTH
10' O.C.
TM 10' BIK TRAIL I I 1 MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL. 35,696 S.F.
PUBLIC SIDEWALK I I 1 13 @ 4s" O.C. VALLEY WIDE RECREATION
CALL i . - ' TURF AREA:'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745 6,156 S.F.
BEFORE I I 1 HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F. NOTE: & PARK DISTRICT
YOU DIG! SEE SHEETS 29 AND 30 FOR PLANTING DETAILS
I ( 1 DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS 11,378 S.F.
1-800-227-2600 _ ■�
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS
UNDERGROUND SERVICE ALERT MATUILINE - SEE SHEET 25 Samuel W. Goepp Date: G-00""(Nl-oxi
Call at least 2 working days prior to excavating.
NOTE: SEAL —COUNTY COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT BENCH BENCH MARK: �'SHEET N0.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT Q` RIVERSIDE COUNTY R 130422-1 IP 040242
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN' APPROVED BY: BORTHWICK GUY BETTEN HAUSEN I NC. Mp 'P�►
r v i n e, C a l i f o r n i a 9 2 6 1 2
0 q 0��2462 T INTERSECTION OF NEWPORT BM M-14-63 IN THE COUNTY OF RIVERSIDE
ISSUED. Dupont D r i v e
�No. 339502 � 949�476-8616 T 9d9-476-8707 F www.bgb-inc.com � � 1354 �` C% ROAD ANDLINDENBERGER THE LAKES ����� 24
THE PRIVATE ENGINEER SIGNING THESE PLANS IS ,� /0 L ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08y DRAWN BY: Jeff Kraua MARKED COUNTY IN CAP 3�
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE PPR. DATE A A. 0 AN DATE: CLIENT CENTER HOMES * fd� * Tr. 30422-1 OF SHEETS
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY _ WELL MONUMENT 1984
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY c1V 1� �� 2280 WARDLOW CIRCLE STE. 150 ELEVATION 1425.301 ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 9T4.OF CAL�F�La 9� �d CORONA, ' ti9J� �t� ELEVATION
SCALEH PLANTING PLAN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR _ - -- /, 7/f CA. 92880
APPROVAL BY THE COUNTY. DESIGNED BY: DRAWN BY: CHECKED BY: RECOMMEND BY WILLDAN DATE. CONTACT: DON JAMES (951) 479-9389 t!r OF CpL�F V; 1 "=30' FOR: W.O. COUNTY
MATCHLINE - SEE SHEET 24
SYM
OTANICAL NAME
COMMON NAME
+
LBIZIA JULIBRISSIN
SILK TREE
N
LAGERSTROEMIA INDICA'NATCHEZ'
CRAPE MYRTLE
RHUS LANCEA
AFRICAN SUMAC
B
OLEA E. 'SWAN HILL'
EUROPEAN OLIVE
PHOENIX DACTYLIFERA'DEGLET NOOK
DATE PALM
-
PINUS ELDARICA
AFGHAN PINE
PLATANUS ACERIFOLIA
LONDON PLANE TREE
Q
PRUNUS C.'KRAUTER VESUVIUS
PURPLE LEAF PLUM
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
WASHINGTONIA ROBUSTA
MEXICAN FAN PALM
13
ERIOBOTRYA DEFLEXA
BRONZE LOQUAT
SYM BOTANICAL NAME
COMMON NAME
SIZE
TOTAL QTY * I
24" BOX
7
STANDARD
60" BOX
2
MULTI
24" BOX
149
STANDARD
36" BOX
12
20' BROWN TRUNK 82
HEIGHT(SEE
DETAIL A, SHEET 29)
36" BOX
9
24" BOX 169
24" BOX 10
24" BOX 94
12' BTH 11
16' BTH 8
36" BOX 40
STANDARD
SIZE TOTAL CITY *
O
BUXUS JAPONICA
JAPANESE BOXWOOD
5 GAL.
1,689
@
CALLISTEMON V.'LITTLE JOHN'
WEEPING BOTTLE BRUSH
1 GAL.
2,187
O
COTONEASTER DAMMERI
BEARBERRY COTONEASTER
1 GAL.
7,266
0
HEMEROCALLIS HYBRID
ORANGE DAYLILY
1 GAL.
2,501
0
PHOTINIA FRASERI
RED -LEAFED PHOTINIA
5 GAL.
519
Q
PHORMIUM TENAX'BRONZE BABY'
MEDIUM FLAX
5 GAL
645
O
RHAPHIOLEPIS (.'BALLERINA'
INDIA HAWTHORN
5 GAL.
1,796
RHAPHIOLEPIS INDICA'CLARA'
INDIA HAWTHORN
5 GAL.
1,002
O
ROSA X. HYBRIDA
CARPET ROSE
2 GAL. @ T O.C.
268
®
VIBURNUM JAPONICUM
JAPANESE VIBURNUM
5 GAL
176
0
LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER
5 GAL.
285
GROUNDCnVFRLEGEND
COMMON NAME
SIZE
TOTAL QTY
SYM
BOTANICAL NAME
0
PARTHENOCISSUS TRICUSPIDATA
BOSTON IVY
1 GAL.
402
@ 10' O.C.
MYOPORUM PARVIFOLIUM'PINK'
MYOPORUM
1 GAL.
35,696 S.F.
@ 48" O.C.
17-
TURF AREA: 'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745
6,156 S.F.
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
DECOMPOSED GRANITI= - PER VALLEY WIDE SPECIFICATIONS
11,378 S.F.
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL
PLANTER AREAS
° I - 0 30 60 90 120
764 1111 j 1
55'-0" n —
i I i 1 SCALE 1— 30 NORTH DIG ALERT 5 AN
TM -�� VALLEY WIDE RECREATION
CALL
BEFORE I - NOTE: SEE DISTRICT
YOU DIG! I I SEE SHEETS 29 AND 30 FOR PLANTING DETAILS
1-800-227-2600
UNDERGROUND SERVICE ALERT MATCHLINE - SEE SHEET 18 Samuel W. Goe Date:
Call at least 2 working days prior to excavating. Pp
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT ',riOSC�jp BENCH MARK: SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �,OL Fq RIVERSIDE COUNTY TR 30422-1 IP 040242
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN �E' APPROVED BY- BORTHWICK GUY BETTENHAUSEN I N C. �iM ap 'QC► �BMM-14-631NTHE COUNTY OF RIVERSIDE
��ISSUED. 2462 Dupont Drive TINTERSECTIONOFNEWPORT Irvine, California 9261 2 � 'P1y y A. �i 949�476-8616 T 9A9-476-8707 F www.bgb-inc.com y $� �� ��} � THE LAKES ��f�!r/CE�- 25
No. 33950 ROAD AND LINDENBERGER O �Z �
THE PRIVATE ENGINEER SIGNING THESE PLANS IS ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 % O /G O ( DRAWN BY: Jeff Kraus MARKED COUNTY IN CAP OF 34' SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. 1k # Tr. 30422-1 MARK BY DATE PPR. DATE qKHj A. AN DATE: CLIENT CENTEX HOMES IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY � � WELL MONUMENT 1984
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY CIV t\- �P �' 2280 WARDLOW CIRCLE STE. 150
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN �TFgc cA_\F°_ /" ZZ�d� CORONA, CA. 92880 • �q ��SCALE:ION 1425.301 PLANTING PLAN
APPROVACCEPTAALL BY THEBLE TCOUNTTY ON AND REVISING THE PLANS FOR DESIGNED BY: DRAWN BY: CHECKED BY: >i 1"=30' FOR: W.O. COUNTYREC IrIENDE BY 1MLI.DAN IA� CONTACT: DON JAMES (951) 479-9389 OF CAt� V: 9 3
0
N
0
0
E
07
cc
N
to
ai
rn Wyl
L
1 d' BIKE TRAIL
PUBLIC IDEWALK
RIGHT OF WAY
LIMIT OF WORK
NOTE:
SEE MENIFEE ROAD STREETSCAPE PLANS FOR
LANDSCAPING THIS AREA
EN SPACE
LOT 347
LIMIT OF WORK
SYM
TANICAL NAME
COMMON NAME
+
LBIZIA JULIBRISSIN
SILK TREE
N
LAGERSTROEMIA INDICA'NATCHEZ'
CRAPE MYRTLE
Q
RHUS LANCEA
AFRICAN SUMAC
19
OLEA E. 'SWAN HILL'
EUROPEAN OLIVE
PHOENIX DACTYLIFERA'DEGLET NOOR'
DATE PALM
.
PINUS ELDARICA
AFGHAN PINE
PLATANUS ACERIFOLIA
LONDON PLANE TREE
Q
PRUNUS C. 'KRAUTER VESUVIUS
PURPLE LEAF PLUM
0
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
WASHINGTONIA ROBUSTA
MEXICAN FAN PALM
13
ERIOBOTRYA DEFLEXA
BRONZE LOQUAT
SIZE
TOTAL QTY *
I
24" BOX
7
STANDARD
60" BOX
2
MULTI
24" BOX
149
STANDARD
36" BOX
12
20' BROWN TRUNK 82
HEIGHT(SEE
DETAIL A, SHEET 29)
36" BOX
9
24" BOX
169
24" BOX
10
24" BOX
94
12' BTH
11
16' BTH
8
36" BOX
40
STANDARD
SYM BOTANICAL NAME COMMON NAME SIZE TOTAL QTY * I
O
BUXUS JAPONICA
JAPANESE BOXWOOD
©
CALLISTEMON V. 'LITTLE JOHN'
WEEPING BOTTLE BRUSH
COTONEASTER DAMMERI
BEARBERRY COTONEASTER
0
HEMEROCALLIS HYBRID
ORANGE DAYLILY
0
PHOTINIA FRASERI
RED -LEAFED PHOTINIA
O
PHORMIUM TENAX'BRONZE BABY'
MEDIUM FLAX
RHAPHIOLEPIS (.'BALLERINA'
INDIA HAWTHORN
OO
RHAPHIOLEPIS INDICA'CLARA'
INDIA HAWTHORN
O
ROSA X. HYBRIDA
CARPET ROSE
®
VIBURNUM JAPONICUM
JAPANESE VIBURNUM
O
LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER
5 GAL.
1,689
1 GAL.
2,187
1 GAL.
7,266
1 GAL.
2,501
5 GAL.
519
5 GAL
645
5 GAL.
1,796
5 GAL.
1,002
2 GAL. @ T O.C.
268
5 GAL
176
5 GAL.
285
SYM
BOTANICAL NAME COMMON NAME
SIZE
TOTAL CITY
Q
PARTHENOCISSUS TRICUSPIDATA BOSTON IVY
1 GAL.
402
@ 10' O.C.
MYOPORUM PARVIFOLIUM 'PINK' MYOPORUM
1 GAL.
35,696 S.F.
@ 48" O.C.
TURF AREA: 'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745
6,156 S.F.
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS
11,378 S.F.
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS
N
H
'W
W
� 00M
17o�o'c�oc o�oc ��oo���o�oc �o�oc_��o�o_�w4oc
00_O_t)_O_O_:,_J_00 O_O_O_t)_O_O_ ,_J_0_QC_O_0_� HOC' 70C 000_1
RIGHT OF WAY 0 30 60 90 120
10'BIKE TRAIL
DIG ALERT PUBLIC SIDEWALK SCALE 1 " = 30� NORTH
TM VALLEY WIDE RECREATION
CALL
BEFORE NOTE: &PARK DISTRICT
YOU DIG! Ln � SEE SHEETS 29 AND 30 FOR PLANTING DETAILS
1-800-227-2600
UNDERGROUND SERVICE ALERT MATCHLINE -SEE SHEET 24
Samuel W. Goepp Date:�•�I (�Q
Call at least 2 working days prior to excavating.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT Lf,�1pSC�,p�. BENCHMARK: TR 30422-1 IP 040242 ��' No.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �O .'� RIVERSIDE COUNTY
�
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ESS B O R T H W I C K GUY B E T T E N H A U S E N I N C.BM -14-63 IN THE 2 6 A '� APPROVED BY: 2 4 6 2 Dupont Drive I r v i n e, Co l i f o r n i a 92 6 1 2 ` �♦ � NM yi Cy T INTERSECTION OF NEWPORT COUNTY OF RIVERSIDE
y
I��• � � O.�y_�� 949-476-861 6 T 949-476-8707 F www.bgb-inc.com w j t � ROAD AND LINDENBERGER THE LAKES SC�7�£txl(E /}-
No. 33950Z �^ / a: ROAD. IRON PIPE ENBERG VALLEY WIDE STREETSCAPES PH. 1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS / d l d ` DRAWN BY: Jeff Kraus
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 MARKED COUNTY IN CAP CF 3 't SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE PPR. DATE A. AN DATE: CLIENT CENTEX HOMES * �" '♦ WELL MONUMENT 1984 Tr. 30422-1
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY ls>t�T CIVI\- �s -. � 2280 WARDLOW CIRCLE, STE. 150 J,! `�, ELEVATION 1425.301 PLANTING PLAN
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN F 0� Z CORONA, CA. 928W
ACCEPTABLE
EBY SOLUTION
COUNTY REVISING THE PLANS FOR DESIGNED BY: DRAWN BY: CHECKED BY � �``� RECOMMEND BY WILLDAN A : � � CONTACT: DON JAMES (951) 479-9389 elf OF C���E �� SCALE: V. 1 "=30' FOR: W.O. COUNTY G�
�
75
N'
74
69
70
71
0
72 73
�
W
W'
NEWPORT
OAD
0
U)
o
zo
w
�-
..
.. . . ... . . ... .
. ... .
. ...
. . ... . . ... . .
... . . ... .
. ... . . ..
• • ...
. . • • • . . ... . . . •
Q
�
O
GEND
SYM
OTANICAL NAME
COMMON NAME
SIZE TOTAL QTY "
%
`�
-I-
LBIZIA JULIBRISSIN
SILK TREE
24" BOX 7
: • : /
\
: • .
STANDARD
:
•:•
0�
LAGERSTROEMIA INDICA 'NATCHEZ
CRAPE MYRTLE
60" BOX 2
OPEN SPACE
• , •
: , •
MULTI
LOT 371
RHUS LANCEA
AFRICAN SUMAC
24" BOX 149
: • :
; • :
STANDARD
•
•
OLEA E.'SWAN HILL'
EUROPEAN OLIVE
36" BOX 12
• •:
\
. .
'7
PHOENIX DACTYLIFERA'DEGLET NOOR'
DATE PALM
20' BROWN TRUNK 82
• , •
• , •
HEIGHT(SEE DETAIL A, SHEET 29)
•
PINUSELDARICA
AFGHAN PINE
36"BOX 9
FUTURE
•.• 60'-0"
•••
',
FUTURE
COMMERCIAL
:'
2'-o"
�
PLATANUS ACERIFOLIA
LONDON PLANE TREE
24 BOX 169
"
• •
MULTI -FAMILY
Q
PRUNUS C. 'KRAUTER VESUVIUS
PURPLE LEAF PLUM
24" BOX 10
•
. •
I
,
:
•
• •
0
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
24" BOX 94
•
• •
•
•
WASHINGTONIA ROBUSTA
MEXICAN FAN PALM
12' BTH 11
•
; • J
•
•
: •
16'BTH 8
•••
••0
ERIOBOTRYA DEFLEXA
BRONZE LOQUAT
36" BOX 40
'
•'
;
•'
STANDARD
.:•
•_.
BUXUS JAPONICA
JAPANESE BOXWOOD
5 GAL.
1,689
CALLISTEMON V.'LITTLE JOHN'
WEEPING BOTTLE BRUSH
1 GAL.
2,187
COTONEASTER DAMMERI
BEARBERRY COTONEASTER
1 GAL.
7,266
HEMEROCALLIS HYBRID
ORANGE DAYLILY
1 GAL.
2,501
PHOTINIA FRASERI
RED -LEAFED PHOTINIA
5 GAL.
519
PHORMIUM TENAX'BRONZE BABY'
MEDIUM FLAX
5 GAL
645
RHAPHIOLEPIS (.'BALLERINA'
INDIA HAWTHORN
5 GAL.
1,796
RHAPHIOLEPIS INCICA'CLARA'
INDIA HAWTHORN
5 GAL.
1,002
ROSA X. HYBRIDA
CARPET ROSE
2 GAL. @ 3' O.C.
268
VIBURNUM JAPONICUM
JAPANESE VIBURNUM
5 GAL
176
LEUCOPHYLLUM FRUTESCENS 'COMPACTATEXAS RANGER
5 GAL.
285
PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL.
@ 10' O.C.
MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL.
@ 48" O.C.
TURF AREA: 'TEAM CREST' TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS
DIG ALERT
TM
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE U�
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY I DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ABY THE COUNTYBREVISING THE PLANS FOR
APPROVAL DESIGNED BY:
MATCHLINE - SEE SHEET 23
TRANSPORTATION DEPARTMENT
9 APPROVED BY:
No. 33950/
Exp.6-30-08 0 ` L
APPR. DATE HA A. AN DATE:
REVISIONS COUNTY `�q� CIV��- a�P O /
QP DRAWN BY: CHECKED BY �'`��� Qrnnuu n RY W MAN A
BORTHWICK GUY BETTENHAUSEN INC.
2462 Dupont Drive V Irvine, California 9261 2
949-476-8616 T 949.476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
DENT CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
TRAG'T 150
0 30 60 90 120
SCALE 1" = 30'
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V:
TR 30422-1 IP 040242
COUNTY OF RIVERSIDE
THE LAKES S6y69UIC �
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
PLANTING PLAN
FOR: I W.O. ICOUNTY
SHEET NO.
:2
27
OF 1± SHEETS
(D
15AA
DIG ALERT
M
CALL
BEFORE
VTE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED NATHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
BOTANICAL NAME COMMON NAME
�LBIZIA JULIBRISSIN SILK TREE
LAGERSTROEMIA INDICA'NATCHEZ CRAPE MYRTLE
RHUS LANCEA
AFRICAN SUMAC
OLEA E. 'SWAN HILL'
EUROPEAN OLIVE
PHOENIX DACTYLIFERA'DEGLET NOOR'
DATE PALM
PINUS ELDARICA
AFGHAN PINE
PLATANUS ACERIFOLIA
LONDON PLANE TREE
PRUNUS C. 'KRAUTER VESUVIUS
PURPLE LEAF PLUM
QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
WASHINGTONIA ROBUSTA
MEXICAN FAN PALM
ERIOBOTRYA DEFLEXA
BRONZE LOQUAT
BUXUS JAPONICA
CALLISTEMON V. 'LITTLE JOHN'
COTONEASTER DAMMERI
HEMEROCALLIS HYBRID
PHOTINIA FRASERI
PHORMIUM TENAX'BRONZE BABY'
RHAPHIOLEPIS L 'BALLERINA'
JAPANESE BOXWOOD
WEEPING BOTTLE BRUSH
BEARBERRY COTONEASTER
ORANGE DAYLILY
RED -LEAFED PHOTINIA
MEDIUM FLAX
INDIA HAWTHORN
SIZE
TOTAL QTY
24" BOX
7
STANDARD
60" BOX
2
MULTI
24" BOX
149
STANDARD
36" BOX
12
20' BROWN TRUNK 82
HEIGHT(SEE
DETAIL A, SHEET 29)
36" BOX
9
24" BOX
169
24" BOX
10
24" BOX
94
12' BTH
11
16' BTH
8
36" BOX
40
STANDARD
RHAPHIOLEPIS INDICA'CLARA' INDIA HAWTHORN 5 GAL. 1,002
ROSA X. HYBRIDA CARPET ROSE 2 GAL. @ 3' O.C. 268
VIBURNUM JAPONICUM JAPANESE VIBURNUM 5 GAL 176
LEUCOPHYLLUM FRUTESCENS'COMPACTATEXAS RANGER 5 GAL. 285
i
Tr`O'C'C
��OO Or�GOjrO�OrOC
,O�CO,00�00� JrOrO�C�O�O�C70Ovw-
O v00_C�O=
O77CE00 ou
O p C�OnS`n�` �� Ovp�Oy
�O'0p0_��`,r��
Op �
0.
00
00.00
0 00 •
oo '
00
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. DESIGNED BY:
PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL.
@ 10' O.C.
MYOPORUM PARVIFOLIUM'PINK' MYOPORUM 1 GAL.
48" O.C.
TURF AREA: 'TEAM CREST TURF MIX AVAIL. FROM CREATIVE HYDRO -SEED (951) 461-9745
HYDROSEED APPLICATION RATE IS TO BE 15 LBS PER 1,000 S.F.
DECOMPOSED GRANITE - PER VALLEY WIDE SPECIFICATIONS
NOTE: ORGANIC REDWOOD MULCH TO BE INSTALLED THROUGHOUT ALL PLANTER AREAS
VOESS
V A. Ors
No. 33950 Z'
Exp.6-30-08
A."PR. DATE
REVISIONS COUNTYgr c IV 1\.
DRAWN BY: CHECKED BY CP \�
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
A.
f oozk %O
DATE:
BORTHWICK GUY BETTENHAUSEN INC.
2462 Dupont Drive Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
LIENT CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
C
•-• �'
••'
e
0 30 60 90 120
SCALE 1 " = 30'
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: 1 "=30'
V..
C5l'!
��.
TR 30422- 1 I P 040242
COUNTY OF RIVERSIDE
THE LAKES SCHWUCC f�-
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
PLANTING PLAN
FOR: W.O. COUNTY
FILE NO -
SHEET NO.
28
OF S SHEETS
0
04
Ob
0
N
N
CO
PALM TREE PER PLAN
2" THICK BARK MULCH
EARTH WATERING BASIN
RAKE SMOOTH PRIOR TO
SEEDING AND AT END OF
PLANT ESTABLISHMENT
PERIOD FOR ALL REMAINING
BASINS
FINISH GRADE (SET TOP OF
ROOTBALL 3" ABOVE GRADE)
LUTZ FERT. SPIKES 1 EA.
PER 4" OF TRUNK DIA.
UNDISTURBED NATIVE SOIL
WASHED PLASTER SAND
3/4" CRUSHED GRAVEL
NOTE: LTREE TUBES W/BUBBLERS (PER TUBE DETAIL)
1. ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR STABILITY
2. ALL FRONDS TO BE TIED TOGETHER PRIOR TO PLANTING
3. FRONDS TO BE PRUNED AS DIRECTED BY V.W.R.P.D.
4. ALL BREATHER AND BUBBIrER TUBES SHALL HAVE FILTER SOCK
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
o1/os
PALM TREE PLANTING PL-1
SHRUB PER PLAN
2" THICK BARK MULCH
ROOTBALL (SET CROWN 1"
ABOVE FINISH GRADE TYP.,
21 GRAM AGRIFORM PLANTING
TABLETS: 1-1 GAL, 3-5 GAL
5-15 GAL, 8-24" BOX
COMPACTED WATERING BASIN
REMOVE PRIOR TO HYDROSEED
AND RAKE SMOOTH
FINISH GRADE
COMPACTED BACKFILL MIX (PER
PLANTING SPECS/REPORTS)
2X ROOTBALL WIDTH
1.5X ROOTBALL DEPTH
UNDISTURBED NATIVE SOIL
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
o1/os
SHRUB PLANTING PL-5
DIG ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROA04MENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE
IN ►'HE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE
�BY THE SOLUTION COUNTY REVISING THE PLANS FOR
APPROVAL DESIGNED BY:
SLOPE TREE PER PLAN
TRIM TOP OF STAKES BELOW
BRANCHES TO PREVENT DAMAGE
CINCH TIE TREE TO STAKE
4 PLACES MIN. PER SPECS.
2" DIA. X 10' LONG LODGE
POLE STAKES W/GALV NAILS
(INSTALL OUTSIDE ROOTBALL)
2" THICK BARK MULCH
ROOTBALL (SET CROWN 1"
ABOVE FINISH GRADE TYP.)
21 GRAM AGRIFORM PLANTING
TABLETS: 1-1 GAL, 3-5 GAL
5-15 GAL, 8-24" BOX
COMPACTED WATERING BASIN
(MAINTAIN BASIN FREE FROM
WEEDS AND HYDROSEED)
CUT SLOPE TO CREATE LEVEL
WATER BASIN
FINISH GRADE)
COMPACTED BACKFILL MIX (PER
PLANTING SPECS/REPORTS)
2X ROOTBALL WIDTH
1.5X ROOTBALL DEPTH
UNDISTURBED NATIVE SOIL
BREATHER TUBE (TYP.) PER
NOTE: BREATHER TUBE DETAIL
1. PROVIDE 3 STAKES FOR MULTI —TRUNK TREES TYP.
2. PROVIDE 3" DIA TREE STAKES FOR LARGER TREES OR WINDY AREAS
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
o1/os
SLOPE TREE PLANTING P L- 2
WALL OR BUILDING
SECURE WITH GALV. ANCHORS
PER SPECIFICATIONS
VINE PER PLAN SPREAD ON
WALL OR BUILDING
REMOVE NURSERY STAKE
FOR SELF CLINGING VINES
LEAN STAKE AGAINST WALL
2" THICK BARK MULCH
ROOTBALL (SET CROWN 1 "
ABOVE FINISH GRADE)
SET AGAINST FOOTING
21 GRAM AGRIFORM PLANTING
TABLETS: 1-1 GAL, 3-5 GAL
5-15 GAL, 8-24" BOX
COMPACTED WATERING BASIN
REMOVE PRIOR TO HYDROSEED
AND RAKE SMOOTH
FINISH GRADE
COMPACTED BACKFILL MIX (PER
PLANTING SPECS/REPORTS)
2X ROOTBALL WIDTH
1.5X ROOTBALL DEPTH
UNDISTURBED NATIVE SOIL
NOTE:
VINES MUST BE PLANTED ALONG ALL TRACT WALLS AT 10' SPACING TYP.
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
01/06
VINE PLANTING P L- 6
ESS
� Q A. O )�
N. 33950 Zip^
Exp.6-30-08
APPR. DATE
REVISIONS COUNTY C IV ��P
cr
DRAWN BY: CHECKED BY: C,�\F�
IKEE
NA
24"
TREE PER PLAN
TRIM TOP OF STAKES BELOW
BRANCHES TO PREVENT DAMAGE
CINCH TIE TREE TO STAKE
4 PLACES MIN. PER SPECS.
2" DIA. X 10' LONG LODGE
POLE STAKES W/GALV NAILS
(INSTALL OUTSIDE ROOTBALL)
2" THICK BARK MULCH
ROOTBALL (SET CROWN 1"
ABOVE FINISH GRADE TYP.)
21 GRAM AGRIFORM PLANTING
TABLETS: 1-1 GAL, 3-5 GAL
5-15 GAL, 8-24" BOX
COMPACTED WATERING BASIN
REMOVE PRIOR TO HYDROSEED
AND RAKE SMOOTH
FINISH GRADE
COMPACTED BACKFILL MIX (PER
PLANTING SPECS/REPORTS)
2X ROOTBALL WIDTH
1.5X ROOTBALL DEPTH
UNDISTURBED NATIVE SOIL
BREATHER TUBE (TYP.) PER
NOTE: BREATHER TUBE DETAIL
1. PROVIDE 3 STAKES FOR MULTI -TRUNK TREES TYP.
2. PROVIDE 3" DIA TREE STAKES FOR LARGER TREES OR WINDY AREAS
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
01/06
TREE PLANTING PL-3
INSTALL
�DCOVER
SOIL
ANTER AREA
DE
---GRADE
NOTE:
1. ALL PLANTERS SHALL RECIEVE BARK MULCH
2. PROVIDE 4" BARK MULCH WHEN DRIP IRRIGATION IS USED
3. BARK MULCH SAMPLE MUST BE SUBMITTED FOR APPROVAL
TO V.W.R.P.D. PRIOR TO PURCHASE OF MATERIAL
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
01/06
BARK MULCH PL-7
TRANSPORTATION DEPARTMENT APPROVED BY. gORTHWICK GUY gETTENHAUSEN INC.
2 4 6 2 Dupont Drive Irvine, C a l i f o r n i a 92 6 1 2
949-476-861 6 T 949-476-8707 F www.bgb-inc.com
DRAWN BY: Jeff Kraus
)ATE: CLIENT CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
;Z Z1d"r CORONA, CA. 92880
A4: , CONTACT: DON JAMES (951) 479-9389
-)LOPE SHRUB PER PLAN
2" THICK BARK MULCH
ROOTBALL (SET CROWN 1"
ABOVE FINISH GRADE TYP.)
?1 GRAM AGRIFORM PLANTING
-ABLETS: 1-1 GAL, 3-5 GAL
5-15 GAL, 8-24" E30X
'OMPACTED WATERING BASIN
MAINTAIN BASIN f-REE FROM
VEEDS AND HYDROSEED)
;UT SLOPE TO CREATE LEVEL
VATER BASIN
INISH GRADE
;OMPACTED BACKFILL MIX (PER
:LANTING SPECS/REPORTS)
'X _ROOTBALL WIDTH
.5X ROOTBALL DEPTH
JNDISTURBED NATIVE SOIL
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
o1/os
SLOPE SHRUB PLANTING PL-4
TOP OF CONCRETE HEADER SHALL
BE 1" ABOVE FINISH GRADE FOR
TURF AREAS
2500 PSI NATURAL GRAY 6"X6"
CONCRETE MOWCURB FINISH SHALL
BE SMOOTH TROWEL
" TOOLED RADIUS
OP OF CONCRETE HEADER SHALL
E 2" ABOVE FINISH GRADE FOR
LANTER AREAS
ONTINUOUS #3 REBAR THROUGHOUT
ENGTH OF MOWCURB
OMPACTED SUBGRADE
-NDISTURBED SOIL/AMENDED SOIL
NOTE:
1. PROVIDE CONTROL JOINTS AT 3' MAX SPACING
2. ANY DAMAGED MOWCURB SHALL BE REPLACED
NO PATCHES SHALL BE ALLOWED
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
01/06
CONCRETE MOWCURB P L— H
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
�' ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
# MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
I SCALE: H: NONE
V:
I � VALLEY WIDE RECREATION
& PARK DISTRICT
0
r
CV
Oo
0
TR 30422-1 IP 040242 SHEET No.
COUNTY OF RIVERSIDE 29 0
THE LAKES SCflfwtaif -
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1 OF � SHEETS
PLANTING DETAILS >
FOR: W.O. COUNTY'9141
FlLE NO. A
Samuel W. Goepp Date:
FINISH GRADE
CONCRETE CURB
OT BARRIER TYP.
MPACTED BACKFILL
11" "' I I UNDISTURBED NATIVE SOIL
1. ROOT BARRIERS SHALL BE MANUFACTURED BY "DEEP ROOT" OR
APPROVED EQUAL
2. ROOT BARRIERS MUST BE INSTALLED FOR ANY TREE WITHIN 8' OF
ANY HARDSCAPE SURFACE
3. TOP OF ROOT BARRIERS MUST BE FLUSH WITH GRADE
4. PROVIDE 24" BELOW GRADE ROOT BARRIERS ADJACENT CURBS
5. PROVIDE 18" BELOW GRADE ROOT BARRIERS ADJACENT SIDEWALKS
6. PROVIDE BIO—BARRIERS FOR TREES WITHIN THE COUNTY R.O.W.
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
01/06
+`ROOT BARRIER
LZ
DIG ALERT
TM
CALL
BEFORE
W(t?\U_k I YOU DIGL.
NOTE:
WORK CONTAINED VATHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY I DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. DESIGNED BY-
GROUND COVER PER PLAN
2" MIN. BARK MULCH
INSTALL PRIOR TO PLANTING
6"-8" AMENDED SOIL
FINISH GRADE
L— UNDISTURBED SUBGRADE
1 EA. 5 GRAM FERTILIZER TABLET
FOR EACH ROOTED CUTTING
0 0 0 0 0 O
0 0 0� � 0 0 0
0 O 0 0
D
O 0 0 0 0 0
18"
SIDEWALK, WALL OR OTHER EDGE TYP.
NOTE:
ALL ROOTED CUTTINGS SHALL BE PLANTED 12" O.C. MAX.
ALL 1 GAL. PLANTS FOR DRIP SHALL BE PLANTED 36" O.C. MAX.
LID Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
01 /O6
GROUND COVER PLANTING PL-10
TREE PER PLAN
TRIM TOP OF STAKES BELOW
BRANCHES TO PREVENT DAMAGE
WHERE HOSE END IS ATTACHED
3/4" PVC VISIBILITY PIPE OVER
GALVANIZED GUY WIRE
3 PLACES TYP.
2" THICK BARK MULCH
ROOTBALL (SET CROWN 1"
ABOVE FINISH GRADE TYP.)
21 GRAM AGRIFORM PLANTING
TABLETS: 1-1 GAL, 3-5 GAL
5-15 GAL, 8-24" BOX
COMPACTED WATERING BASIN
REMOVE PRIOR TO HYDROSEED
AND RAKE SMOOTH
FINISH GRADE
COMPACTED BACKFILL MIX (PER
PLANTING SPECS/REPORTS)
2X ROOTBALL WIDTH
1.5X ROOTBALL DEPTH
UNDISTURBED NATIVE SOIL
BREATHER TUBE (TYP.) PER
BREATHER TUBE DETAIL
NOTE: DUCKBILL STAKE SYSTEM
1. ALL TREES 48" BOX AND LARGER MUST BE GUYED PER THIS DETAIL
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wilde Recreation k Park District)
VALLEY WIDE RECREATION
o1/os
TREE GUYING PL-13
ESS
A. Ol
No. 33950'
Exp.6-30-08
PPR. I DAIS{
REVISIONS COUNTY9r C►Vt�.
DRAWN BY: CHECKED BY:
2X6 BEND —A —BOARD PLASTIC
HEADER BOARD PER PLAN
FINISH GRADE IN TURF AREAS
PLASTIC STAKE 0 3' SPACING
ATTACHED STAKES TO BOARDS
WITH PLATED DECK SCREWS
UNDISTURBED NATIVE SOIL
FACTORY CUT THERMAL EXPANSION
SLIP JOINT
7 GUAGE GALV. STEEL HAIRPIN
SIZE PER EPIC PLASTIC REQUIREMENTS
36" MAX. RADIUS
�— PLASTIC STAKE 0 3' SPACING
ATTACHED STAKES TO BOARDS
—�► I4--3/4" - 1" GAP WITH PLATED DECK SCREWS
I) I IITj) I I III 17 GUAGE GALV. STEEL HAIRPIN
1. DO NOT SCREW THROUGH SLIP JOINT
2. USE COURSE WOOD WORKING TOOLS FOR CUTTING & DRILLING
LL3. PROVIDE 3/4" — 1" GAP IN ALL SLIP JOINTS FOR EXPANSION
D Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
TRANSPORTATION DEPARTMENT
APPROVED BY:
0 OZ?trl
% 0 W// 0 b
KH A. M DATE:
RECOMMENDED BY IMLLDAN A
VALLEY WIDE RECREATION
01 /O6
PLASTIC HEADER PL-1 1
BORTHWICK GUY BETTENHAUSEN INC.
2462 Dupont Drive Irvine, California 9261 2
949-476-861 6 T 949-476-8707 F www.bgb-inc.com
DRAW BY: Jeff Kraus
DENT CENTEX HOMES
2280 WARDLOW CIRCLE, STE. 150
CORONA, CA. 92880
CONTACT: DON JAMES (951) 479-9389
2
C
FINISH GRADE FOR PLANTER/TURF
ZE
90% THICKNESS
OF BOULDER
10% THICKNESS
OF BOULDER
..-,-/ ..,.."— SOIL
NOTE:
1. BOULDER SIZE AND TYPE SHALL BE APPROVED PRIOR TO PURCHASE
OF MATERIAL
2. ALL BOULDER LOCATIONS SHALL BE APPROVED BY V.W.R.P.D.
LD Consulting 2006 (Any deviation or reproduction of this design must be approved in writing by Valley Wide Recreation & Park District)
VALLEY WIDE RECREATION
Ot /06
BOULDER PLACEMENT PL-12
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H: NONE
V.
VALLEY WIDE RECREATION
& PARK DISTRICT
Samuel W. Gaepp Date:
TR 30422-1 I P 040242 SHEET NO.
COUNTY OF RIVERSIDE 30
THE LAKES S09WU[E ,4
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1 OF 1± SHEETS
PLANTING DETAILS
W.O. I COUNTY r) � A
SECTION 02700 IRRIGATION SYSTEMS
Revised 01 /06
IRRIGATION
SPECIFICATIONS GENERAL
g. Controller access. The Engineer reserves the right to have complete access to
9. Irrigation Syr Testing
3. Wye Strainers
b.
The sensor must be housed within a stainless steel vandal proof enclosure by
1. General Requirements
the controller clocks for monitoring and controlling system failures. The
contractor shall provide the Engineer with two sets of all keys necessary for
a. Owner's representative mast be notified 48 hours prior to any irrigation testing
a. Wye strainer shall be bronze construction with a stainless steel screen element.
the manufacturer.
a.
Permits: Contractor shalt obtain and pay for any permits required.
access to the controller clocks within the designated area. The keys will then
or inspections.
Wye strainer shall have a standard filtration size of 80 mesh.
Manufacture: WCS Rainguard
become the property of the C3irimer.
b.
Contractor shalt be responsible for notifying all utility companies 3 days prior to
b, he tractor shall perform a pressure test to all pressure Lines in the presence of
the Owner's representative,
t
Manufactures: Wilkens 100YSBR or approved equal.
any trenching.
i t). Filtration
Device (Reclaimed Winter)
C.
Contractor must provide Valley-Wide's representative with the Dig Alert number
S. Operation and Maintenance Manuals
C. All pressure line must be tested under hydrostatic pressure of 150 pounds per
square inch (PSI) and be proven watertight.
4. Shut oft Vahms
a.
Fitter shall be manufactured with a steel powder coat or stainless steel body with
at first inspection.
a. Prepare and deliver to the Engineer, prior to the start of maintenance, all required
Ball Valve:
a» 80-mesh filtration clement with a stainless steel basket.
d.
The current Standard Landscape ors &Design Guidelines booklet
and necessary descriptive material in complete detail and sufficient quantity
in four individual) bound copies. Describe the material
property prepared . y
d. Pressure tines must maintain pressure for as period of 2 hours. If pressure drop
occurs, contractor shall replace joints and repeat test until no pressure drop is
a.
i. Shut off valves 2-1/2 tech and smaller shall be bail valves,
b.
Filter must comply with all EMWD requirement.;,
h project.
each
must be on site at all times for each project,
installed in sufficient detail to permit qualified operating personnel to understand,
achieved.
2. Scope
of Work
operate and maintain all equipment. Each manual shall include the following:
ii. Ball valves shall have cone -piece body constructed of 600 lb. WOG
Manufactures: Yardney, Ag Products or approved squat.
10. pressure Line Obelarwratian
Bronze material conforming to ASTM B-584 alloy 844. Ball valve shall
a.
The intent of the drawings and specifications is to indicate the processes
i. Index sheet, stating contractor's address and telephone number.
a. Prior to any backfilling of any trench(s) contractor shaft call far field observation
have a vented bail with a blowout proof system. Bait valves shall have a
working pressure of not less than 150 R.S.I. and shalt conform to AWWA
required for the installation of a complete operating irrigation system.
ii. Duration of guarantee period with guarantee forms.
for verification of material, depths, clearances and warning tape by the Owner's
standards.
11. Booster Pump
representative,
b.
The work consists of furnishing all tools, equipment, material, labor and any
processes required to provide a complete operating irrigation system as specified
jii. List of equipment with names and addresses of manufacture s local
b Any thwas not inspected or atmoved shall be made
Manufactures: Nibco T-580 or approved equal.
a.
Booster pump shalt be as manufactured by Bar�+rett Engineered Pumps, San
i» the drawings and specifications.
representatives.
visible forhinobser�ation at cost of t tractor.
Diego, California (6t8) 232-78fi7. The engineer shall determine pump.
b. Butterfly Valves:
C.
Drawings are diagrammatic aril must be field verified. Contractor must notify
IV. Complete operating and maintenance instructions on all major
11. Cot+rtrolbr Telsttr
b.
The booster pump must be controlled by a flow switch activator. Pump relay
Engineer and/or Valley Wide immediately of any discrepancies prior to starting
�
i. Shut off valves 3 inch and larger shall be butterfly valves.
switches will not be allowed.
work.
b. In addition to the maintenance manuals, provide the maintenance personnel with
a. Prior to final acceptance contractor shall provide certification from manufacture
ii. Butterfly valves shall have a ors -piece body constructed of cast iron and
C.
The booster pumpmust be pre -assembled from the manufacturer with an
.
d.
Due to the scale of the drawingsit is not possible to show all offsets, assemblies,
the instructions for major equipment and show written evidence to the Engineer
at the conclusion of the work that this service has been completed.
stating that controller specified on drawings has been installed per
manufacturer's specifications.
stainless steel stem. Butterfly valves shall be equipped with Vanstone
nut. Butterfly valves shall
enclosure and pressure regulator.
fittings, etc. for a complete irrigation system.
lange adapters and a 2-inch square -operating
have a working pressure of not less than 150 P.S.I. and shall conform to
d.
Pump size, pressure regulator settings and relay timing shall be determined by
e.
Under this section the contractor shall provide all necessary assemblies, fittings,
6. Spare Pam and Equips
b. Contractor shall test In the presence of the Owner's representative that all control
wires and extra control wires are functioning properly.
AWWA standards. Butterfly valves shall have a ductile iron porcelain
the landscape architect and the pump manufacturer and approved by Valley -
etc. tg provide a complete fully automatic irrigation system as listed in drawings
a. Prier to the start of maintenance prepare and deliver to the Engineer, all required
enamel coated disc.
Wile.
and specifications with no additional cost to the owner.
spare parts, tools and equipment. Spare parts, tools and equipment shall include
C. Contractor shall provide sufficient manpower and/or radio device to complete
Manufactures: Nibco, Mateo or approved equal,
e.
Pumps with VFD motors are recommended when low -volume drip valves and
f.
Any extra work performed shall be approved in writing by the Owner or Owner's
but not limited to the following:
such testing in a timely manner.
high flow spray head or rotor valves are used together.
representative prior to the start of such work.
I. Two quick coupler keys with 3A inch bronze hose bib with hand wheel.
12. Lateral Line Testing
S. Quick Coupler Vaitves
g.
Any unapproved work may be at the contractor's expense.
ii. Two quick coupler lid keys
q l+s
a. Prior to any backflliing of any trench(s) contractor shall call for field observation
a. Quick coupler valves shall have a body constructed of red brass with a wall
12. Ftttrantion Equipment
h.
if reclaimed water is used, contractor shah provide all necessary reclaimed water
for verification of material, depths and clearances by the Owner's representative.
thickness guaranteed to withstand normal working pressure of 150 P.S.I. without
si na and equipment. The entire irrigation system must be in accordance to
9 � r'+'i9 ys
iii. One valve box cover wrench or key
b. All sprinklers and assemblies shall be made visible for observation for verification
leakage with female threads (penning at base). Quick coupler valve shall have a
hinge cover constructed of red brass with leather like vinyl cover bonded to it on
a.
Filter shall be Turbo-Ctean in fitter available from Amiad Filtration Systems Inc.
(�) 969-4055.
the local reclaimed water specifications and as listed in drawings.
!v. Two wrenches and shrew drivers for adjustment and disassembly for
that all material has been installed per plans and specifications.
such a manner that it becomes permanent type of cover. Quick couplers used
3. Record Drawings
each type of sprinkler head used in the irrigation system
C. Any trenching covered that was not Inspected or approved shall be made visible
with potable water shall have vinyl covers yellow in color. Quick coupler valves
b.
Specify filter at P.O.C. directly down stream of the backflow device. Install per
used for reclaimed water shalt have vinyl covers purple in color with the
filter detail.
a.
Record accurately on one set of black and white prints denoting variation
v. One 5-foot tee wrench far operating isolation valves specified
for observation at the cot of the Contractor.
appropriate reclaimed water warnings in English and Spanish as well as the
in work from original draw.
A. Six extra sprinkler heads of each type and size used in the irrigation
1$. Test
i "Do [� Drink" symbol.
C.
Filter must have an automatic remote control valve with control wiring connected
to irrigation controller for automatic flushing per fitter detail.
b.
Dimension from two neat points of reference (sidewalks, pavement,
Pew
system
a. Contractor shall perform a coverage test in the presence of time Owner`s
b. All quick r valves must have a schedule 80 ball valve to isolate mainline
from quick coupler p valve. Mainline shalt be the size of quick coupler valve from
d.
Auto flush valve must be connected to DRIP 2 program within the Calsense
curbs, street lights, buildings) Record on as-builts daily or as work is
vii. Remote radio device for irrigation cor troller(s) for systems 30 stations or
representative. All irrigation sprinkler systems must providing 100% head to head
mainline tee to quick coupler.
controller for District monitoring.
performed. All drafting must be clearly legible and dimensions shall be no
greater and if otherwise specified
coverage. Any areas not receiving head to head coverage shall be corrected
smaller the 1/4* in size
and nested per the Owner's representative.
Potable Water: Rainbird 44LRC, Rainbird 33LRC or approved squat
13. Fer#igation injector
C.
Show dimensions from the following locations and depths-
7! Guarantee
b. Permanent power must be connected prior to scheduling of the coverage test.
b.
Reclaimed Water. Nelson # 7645
a.
All point-to-point irrigation systems must have a» in -line fertilizer injector.
a. Provide written guarantee in form approved that all work with defects in
i. Point of connection P.O.C..
{ )
workmanship and materials will be repaired or replaced at no cost to the
C. Contractor shall provide sufficient manpower and/or radio device to complete
6. Remote Control Valves
b.
Fertilizer injector shall be #F-4000 available from Plants Choice, Inc. (619) 585-
1
ti. Backflew prevention assembly, master valve and flow sensor.
Owner for a period of one year from the date of acceptance by the Owners
such testing in a timely manner.
a. The remote control valve shall be normally closed 24 VAC solenoid actuated
9909
representative.
d. All heads must be adulated to prevent over spray to buildings, walks, streets etc.
g pattern, spring -loaded diaphragm type. The valve shall be pressure rated
iii. Routing of irrigation pressure mainlines and al directional changes.
(see ad usting:the system section),
o
upp ttrio 200 P.S.I. at 150 degrees F.
C.
Fertilizer injector must be installed after the flow meter.
b. This form shalt be transferred onto the contractor's letterhead and must contain
iv. Ball and butterfly isolation valves.
the following: ;
e. No planting or hydro -suing shall take place until coverage test as been
b. The valve shall have a 600-pound test fabric reinforced rubber diaphragm
d.
Fertilizer injector shall be installed in a jumbo valve box supplied by the
approved in writing by the Ownnees representative.
assay with self-cleaning stainless sleet screen.
manufacturer.- Valve box must be set at grade per typical valve box detail.
V. Irrigation control valves.
Tree planting may commence upon approval from Owner's representative,
c_ Remote control valve body and bonnet shall be brass and the valve shalt have a
e.
Fertilizer injector must be installed per manufacture's installation specifications.
A. Automatic controller. rain sensors and electrical conduits.
"Name Protect**
14. Final Irrigation Inspection
stainless steel contra/shut-off stem and manual operator.
of
vii. Sleeves and pull boxes,
We hereby guarantee that the irrigation system we have famished and installed for **Name of
a. All irrigation systems shalt be tested in the presenceof the Owners
Manufactures: Rainbird PESB-PRS or approved equal.
vial. Other related equipment (as directed by the Engineer).
Project** is free from defects in materials and workmanship, and the work has been completed in
representative and by under complete automatic oration and proven to be leak
14. Automatic Control
accordance with the drawings and specifications. Ordinary wear and tear and unusual abuse or
free irrigating designated areas per plans and specification with least amount of
7. master cantrol Va w"
C.
Upon completion and approval of record drawing prints, transfer all
neglect expected. We agree to repair or replace any defects in material or workmanship, which
over spray as possible.
a.
The controller shall operate on a minimum of 120 votts A.C. power input and
information to reproducible mylars and provide two additional blue fine copies.
may develop during the period of one (1) year from the date of acceptance, and also to repair or
or
a. The master control valve shalt be a switch -able normally closed open 24 VAC
be capable of operating up to four 6.5 VAC 24 volt A.C. remote control
replace any damage resulting from the repairing or replacing of such defects at no additional cost
b. Contractor shall provide as -built record drawings and controller charts at finial
solenoid actuated globe pattem, spring loaded diaphragm type. The valve shall
valves at once. The controller shall have a reset circuit breaker to protect the
d.
Maintain as -built drawings on site at all times. These drawings are subject
to the Owner. We shall make such repairs or replacements within a reasonable time after receipt
irrigation inspection for approval prior to mylar transfer and laminating of
have up to 220 P.S.I. at t 50 degrees F. pressure racing,
controller from overloading.
to Inspection at any time.
of such written notice. In the event of our failure to make such repairs or replacements within a
controller charts.
reasonable time after receipt of such written notice from the Owner, we authorize the Owner to
b. The body bonnet shall be plastic and the valve shall have a stainless steel
b.
Time controller shall have independent programmable stations, The controller-
e.
Make changes to reproducible drawings in ink (no ball-point pen). Erase or use
prod to have said repairs or replacements made at our expense and we wil pay for the cost
C. Ali irrigation turn over iterns shall be turned in to the Owner's
control shut-off stem and manual operator.
programming schedule shall be capable of allowing four automatic start times per
eradicating fluid when revising drawings. Make changes in a manner equal to
and charges therefore upon demand.
representative prior to the start of maintenance.
day on four separate programs. Station timing) shall be variable from 1 to 99
the original drawings,
c. The valve shall have a 600-pound test fabric reinforced rubber diaphragm
minutes. The controller rust have a water budgeting function to allow Increasing
Project Name:
assembly with self-cleaningstainless steel screen.
or degreasing of watering times for all stations at once.
f.
Contractor must submit as -built drawings (sepia mylars`and two sets of blue
lines) to the Engineer inspecting the site seven days prior to the start of the
Owner:
d. The master valve shall be capable of regulating pressure.
C.
The controller shall have a master valve/remote pump start circuit for use with a
maintenance period for approval.
IRRIGATION SPECIFICATIONS MATERIALS
master valve to pressurize the system when the programmed cycle starts to
Landscape Architect:
e. Install down stream of filter.
activate a remote pump start relay to run the pump during the programmed cycle.
9.
As -built measuremeirnts must be #raunsferred to anAutocad digital file by tine
1. Backflow Prevention Devices
Laridscape Architect or qualliflied draftsman prior to turn -over. Ali sfte lures
Location:
Manufactures: Toro P220 or approved equal.
d.
The controller shall have manual watering capabilities for single station operation
must be bkmk, nud nitnei and valves must be red and dimension fines must
a. Backftow prevention units shall be approved by the Foundation for Cross-
at any time with out changing programmed times.
be blue.
Signed: Title:
Connection Control and Hydraulic Research.
8. Flow Mdw
e.
The controller shall have a factory installed backup program for standby
Address:
b. Backflow assemblies shall be installed using brass ells, unions and nipples,
operation and a backup battery to maintain the programs during power loss.
4. Controller Charts
Telephone: {�)
C. T Febco 825YA or approved equal.
Type: pp
a. Flow meter shall be constructed of a schedule 80 tee whenever possible with a
solid state o-ring sealed epoxy fused sensor dousing and nylon Impeller.
f,
Install one extra 1-112" inch conduit to controller for future use.
a.
As -built drawings shall be approved in writing prior to preparing charts.
Date of Signature:
d. Backflow device enclosure shall be constructed of stainless steel #9 expanded
b. Flow meter must be installed and wired per manufacturer's specifications.
9•
Contractor shall be responsible to communicate with Calsense to insure that all
metal with an angle Iron frame. Enclosure shall have a hinge on one end that
of the required components are ordered and installed per the District's
b.
Provide two controller charts for each controller supplied, showing the area
pP 9
S. Inspections
allows for removal of the enclosure for back#low service. Enclosure shall be
C. Irrigation zones must be sized so that the specified flow meter Is capable of
requirements as determined by Calsense for each individual project.
covered by the automatic controller.
bolted to a concrete pad losing galvanized steel hardware.
reading the minimum and maximum gallons per minute for all proposed zones.
a. Site Inspections and notification time.
h.
Architect must provide the following information to Calsense:
C.
The chart shall be a reduced reproduction of the as -built system. If the controller
Manufactures: LeMeur, Strong Box, All Spec or approved equal.
d. install down stream of master valve.
sequence is not legible when reduced, enlarge it to a size that will be legible
I. Pre -construction conference 7 days
i. Project name and tract number
when reduced,
tt. Pressure tine installation and testing 48 hours
Manufacture: Calsense FM-X
ji. Project location -crass streets or address if applicable
iii. Controller installation 48 hours
2. Pressure Reducing Valves
iii. Number of controllers on the project and proposed specification
d.
Charts shall be black line print with a different transparent color used to show
iv. Lateral line and sprinkler Installation 48 hours
iv. Number of water meters on the project
area of coverage for each station.
V. Coverage test 48 hours
a. Pressure reducing valves shall be of bronze and stainless steel construction and
vi. Final Grading 48 hours
be adjusted from 25 P.S.I. to 125 P.S.I.
9. Rain Sensor
Example (ET2000-24-LR-RR-SSER) This is Important to make sure that the
e.
Completed and approved charts must be laminated with plastic 10 mil thick
vii. Weed -abatement 48 hours
specification is correct for application and location.
minimum.
viii. Tree & shrub observation & layout 48 hours
Manufactures: Wilkens 50OHLR or approved equal.
a. Rain sensor shall be a heavy-duty plastic container with epoxy sealed electronics
ix. Finish grade prior to hydro -seeding 48 hours
installed within a 1/8-inch thick steel enclosure. Mount sensor on controller
i.
The architect must obtain a letter from Calsense confirming District compliance.
f.
Charts shall be completed and approved prior to final Inspection of the irrigation
X. Acceptance to commence maintenance 48 hours
enclosure or building save per manufacturer's specifications. Sensor shall be
system.
A. Monthly maintenance walk 48 hours
wired per manufacturer's specs.
j.
Controller compliance fetter must be attached with first irrigation plan submittal.
xii. Final Inspection 7 days
Manufacture: Calsense ET-2000. Contact Bob Moxley with Calsense at (800) 572-8608
b. No field inspections will commence unless record drawings are current and
far specific District requirements and communication components as
available for observation upon request by the Owner's representative.
determined per project.
DIG ALERT
TM VALLEY WIDE RECREATION
CALL
BEFORE &PARK DISTRICT
YOU DIG!
1-800-227-2600�''
UNDERGROUND SERVICE ALERT Samuel W . Goepp Date:
Call at least 2 working days prior to excavating.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -LANDSCAPE ARCHITECT L�,r1USC�,p�. BENCH MARK: TR 30422-1 IP 040242 SHEET NO.
nlDRic CONTAINED MATHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT o �9 RIVERSIDE COUNTY
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN P' 'D1iq� APPROVED BY 2462 Dupont
O R T H poW nt Drive Irvine, I C K GUY B E T T E N 11 A U S E N I N C. NM Bp,Fly C,y BM M-14-63 IN THE COUNTY OF RIVERSIDE 31
ty � fir. /
ISSUED. `p A. pr California 92b12 T INTERSECTION OF NEWPORT THE LAKES .SC.WD U16 A
949 47b 8blb T 949 47b 8707 F www.bgb-inc.com l �` ROAD AND LINDENBERGER
i No. 339502 ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS ! ��` /J � DRAWN BY: Jeff Kraus
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 * -� * MARKED COUNTY IN CAP Tr. 30422-1 OF 2 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KH A. AN DATE: CLIENT CENTEX HOMES WELL MONUMENT 1984
A THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY q�F �� /z / . Jf! `! IRRIGATION SPECIFICATIONS
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY � c!v ��. �P 2280 WARDLOW CIRCLE STE. 150 ELEVATION 1425.301
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
APPROVABLLBY THEnCOUNTY ON AND REVISING THE PLANS FOR OF'DESIGNED BY: DRAWN BY: CHECKED BY: ��`� RECOMMENDE BY WMLLDAN - ATE: j � CONTTAICT: CA. O NAMES (951) 479-9389 �l� OF CA1.�� � SCALE: V. NONE FOR: W 0. �NTM "? 2
AA
15. Controller Enclosure
20. Mastic Pipe
Manufacturer: Rainbird 1400 Series or approved equal.
31. Adjusting the System
a.
All controllers installed outside must be mounted inside a stainless steel
a. Solvent weld pipe shall conform to ASTM D 1784 or D 2241 to meet the
26. Sprinkler His
a. The contractor shall flush and adjust all irrigation heads, control valves, pressure
enclosure wilhslockeble-hinged doors provided by the controller manufacturer.
requirements of cell classification 12454E for pipe. Pipe shalt be extruded of an
regulators, etc. for optimum performance.
improved P.V.C. virgin pipe compound high impact strength. Compound shall
a.
The sprinkler icy, nozzle, stem and screen shall be molded out of heavy duty
b.
The enclosure shall have one full time 120 VAC GFCI type circuit with ontoff
have a hydrostatic design stress ratio of 2,000 P.S.I. Manufactures: Pacific
g
plastic.
b. All treads must be adjusted to prevent over spray to buildings, walks, streets etc.
switch and pigtail connection for remote control use.
Plastics or approved equal.
b.
Pop-up height shall be as listed in drawings and in no case shorter than 4 inches.
32. Sl"v ft
Manufacture: Calsense SSE-R.
b. Rubber gasket P.V.C. pipe shall conform to ASTM D-1784 Type 1, Grade 12,000
P.S.I. design stress. All pipes shall conform to commercial standard CS-256-64
C.
The sprinkler shall have an adjustment screw used for regulating flow and radius
a All sleeving shall be 2 times the diameter of the pig used. Slesving for control
16. Electrical Pedestal
and NSF testing laboratories. Rubber gaskets shall conform to ASTM 1869.
with matched precipitation rate (MPR) nozzle.
wires shall be 2 inches in diameter minimum.
Manufacturers: Pacific Plastics or approved equal.
d.
The sprinkler shall have a removable screen to protect it from clogging.
b. Ali steeving shall have minimum a cover of 24 inches under paving.
a.
All electrical pedestals must be stainless steel
C.
All electrical pedestals must comply with local electrical code and agency
C. Reclaimed water pipe shall conform to ASTM D1784 or D 2241 to meet the
requirements of cell classification 12454B for pips. Pipe shall be extruded of an
e.
The sprinkler shall have a stainless steel spring for proper pop down.
c. All sleeving shall extend 12" past paving.
requirements.
approved P.V.G. virgin pipe compound high strength_ Compound shall have a
f.
The sprinkler shall with a facto installed check valve identified on
p N
d. All street sleeving must be installed per sleeving detail
hydrostatic design street re of 2,000 P.S.I. Reclaimed water shall be
� p�
f o"dP�
the cap and capable of bottling water up to 10 feet of elevation chance,
Manufactures: Strongbox #MPS-A16-10K or approved equal
purple in color and bare the words "CAUTION - RECLAIMED WATER" prWdad in
e. All trenches for sleeving must be compacted to 95% compaction using manual or
black letters on two sides of all pipes.
g•
The sprinkler shall be with a f installed pressure -regulating
sp � �Y �
mechanical taping device.
device constructed of stainless steel and heavy-duty plastic capable of
#?. Control Wiring
ng
Manufacturers: Pacific Plastics or approved equal.
maintaining a pressure of 35-70 P.S.I. to 30 P.S.I. for operation of the sprinkler.
f. Contractor shall cap and pressure test all pressure lines under paving prior to
a.
All control wiling for connections between remote control valves and controllers
d. Ultra Violet Resistant (U.V.R.) pipe shall conform to ASTM D 1784 or D 2241 to
Manufacturers: Hun ter INST-CV. or approved equal.
backfilling and paving.
shall be direct burial AWG-F wire installed in accordance with manufacture's
meet the requirements of cell classification 124548 for pipe. Pipe shall be
g. Contractor shall be responsible bte for the installation of all sleeves required for the
specifications.
extruded of an approved P.V.C. virgin pipe compound high strength. Compound
27. Rotor Pleads Iiediium
(
irrigation system not lisstedted in the drawings.
shall have a hydrostatic design street rating of 2,000 P.S.I. U.V.R. pipe shall be
b.
All splices shall be sealed with waterproof connectors and waterproof sealant.
manufactured using material proven to mist corroskwby ultraviolet radiation,
a.
All pop-up rotors shall have a rubber cover and be constructed of heavy duty
33• Layout
Pipe shall be brown in color.
plastic except for wiper seat, bearing spring and bearing washers. All rotors to
C.
AN extra wires shall tea sealed with waterproof connectors.
n with flan encasement.
have a reinforced rib design �
a. Contractor shall layout 'irrigation mainline, valves, and sprinklers etc. for approval
d.
Wiring shall be buried adjacent to mainline wherever possible and for more than
Manufacturers; Pacific Plastics or approved equal.
b.
Pap -up height shall be as fisted in drawings and in no case be shorted than 3-1/2
from the Owner's representative.
one wire they shall be bundled at every ten feat using black electrical tape.
21.
inches.
34. Additional Miscellaneous items
e.
Expansion curl shall be provided within three feet of each connection and at all
a. All pressure line fittings 3 inch and smaller shall be Schedule 80 solvent weld
C.
The rotor shall have a diffuser pin for regulating flow and radius,
a. All pipe above grade are to be stabilized with j-hooks at every 10 feet. J-hooks
changes in direction. Provide a two -foot expansion bop for every 100 feet of run.
P.V.C: Fabricated pipe shall be from an NSF approved Type 1, Grade 1, P.V.C.
shall be #4 x 18 inch rebar painted with b�clt epoxy palm prior to installation.
compound conforming to ASTM D1784
d.
The rotor shall have a screen to protect i# from clogging and have a minimum
f.
Wire size shall not be less than #14, Provide #12 for runs over 2500 feet.
inlet of 3/4 inch.
e. All assemblies requiring rebar stabilizing rods per plan and details shall be with
Manufacturers: Dura, Lasso or approves! equal.
#4 x 30 inch rebar and supported by vandal proof clamps constructed of stainless
g.
All common wires shall be #12.
e.
The rotor shall be capable of covering16-55 feet radius a# 20-60 PSI with a rate
steel installed with a tool specifically designed for the process.
b. All pressure line fittings 4 inch and larger shall be iron ductile deep bell t
p � �
of .5 - 9.2 GPM. and be adjustable from 1-360 degrees.
h.
Control wires shah be black. in color, tt additional ,rormoNers are installed provide
constructed of grade 65-45-12 and shall be in accordance with ASTM A536.
C. Contractor shall install metallic warning tape over all pressure supply line with a
different color common wires for each controller.
Rubber for gaskets in fittings shall be in accordance with ASTM-477. All iron
Manufacturers: Hunter 1-10, Hunter 1-20, Rainbird 5= Plus series or approved equal.
cover of 12 inches from grade. Warning tape for potable water shall be blue in
I.
Common wire shall be white in color. If additional controllers are installed
ductile fittings shall have stainless steel exteriortugs to secure a joint restraint
system.
21L RtAor Heads (Large Rom)
color and the words, "CAUTION WATER LINE" permanently attached to tape.
Warning tape for reclaimed water shall be lavender in color and the words,
provide white wire with colored stripe. Stripe to be same color as control wire
WATER" permanently attached to tape. Warning tape
"hall
color.
Manufacturers: Leemco or approved equal.
a.
All u rotors shall have a rubber cover and be constructed of heavy du
pop-up �' �
be "RECLAIMED
shall be 3 wide minimum.
plastic except for wiper seen, bearing spring oral bearing washers. The riser shall
j.
Contractor shall provide one extra wire for every five valves and two extra wires
shall be provided for valve in an isolated area and the extra wires shall
P ► Y
C. All lateral line fittingsdownstream control valve shall be Schedule 40 solvent
weld P.V.C. Fabricated shall be from an NSF approved Type 1, Grade I,
be constructed of plastic encased in a stainless steel sleeve. All rotors to have a
flange
d. Contractor shall provide identification tags with the number labeled for each valve
extend past the last valve in a group. Extra wires shall be orange in color and
pipe
P.V.C. compound to ATTM D1784
reinforced rib design with encasement.
attached the each valve. For potable water the tags shall be yellow in color with
buck lettering. For reclaimed water the tags shall be lavender in color With black
looped in every valve box and made accessible for future use if needed.
b.
Pop-upheight shall be as tilted in drawings and in no case be started than 3-1/2
lettering.
Manufacturers: Dura, Lasso or approved equal.
inches.
k.
No wire splices shall be permitted unless run is longer than 2500 feet or
e• All utilities, valve boxes, valves, sprinklers, quick Couplers, etc, shall either have
approved by Owner's representative.
d. Provide primer and solvent cement for PVC solvent weld pipe and fittings of
C.
The rotor shall have a diffuser for regulatingflow and radius.
Plo
lavender caps or lavender Colored parts as provided by the manufacturer for use
specified b manufactures recommendations..
R� � � Y
a reclaimed water.
Manufactures: Paige or approved equal.
d.
The rotor shall have a screen to protect it from clogging and have a minimum
inlet of 1 inch.
,
Manufacturer: Weld -on or approved equal.
35. Wes, Supply
18• Valve Boxes
e. All fittings shall have the manufactures name, trademark and size applicable
e.
The rotor shall be capable of covering 16-55 feet radius at 40.74 PSI with a rate
a.
Rectangular valve boxes shall be 9-1/2 inch wide by 16 inch long and 11 inch
NSF or IPS approval.
of 3.and be adjustable from 1-360 degrees. GPM 8 - 27..
a. The irrigation system shall be connected to water supply as shown on drawings.
high. Round valve boxes shall be 10-inch diameter and 10 1/4 inch. All valve
f. All threaded fittings shalt have -. inch teflon
n9 tom-
Manufacturers: Hunter 1-25, Hunter I-40 Rainbird 7005 or approved equal.
Contractor shall notify Architect immediately of any discrepancies.
boxes shall be constructed of rigid polyolefin.
b. The Contractor shall be responsible for any minor changes due to actual site
b.
Valve boxes shall have locking covers secure with a 3/8-inch stainless steel bolt
�. Brass Pipe and Fittings
29. Trenching and �� Illing
conditions.
and washer.
a. Brass pipe shall be in accordance with American National Standard Institute and
a.
Contractor must contact Dig Alert prior to any trenching.
36• Electrical Supply
be 85 percent Schedule 40 red brass.
C.
Rectangle valve boxes shall be used for control valves, master control valves,
pressure regulators, flow sensors, wye strainers, filtration devices, ball valves,
b. Brass fittings shall be threaded 125-pound class.
b.
No trenches are to be backfilled until approval from Owners r�`resentative has
been acquired. apP
a. Contractor to Coordinate final location of controller with job site Superintendent
butterfly valves and pull boxes.
O's representative.
and Owners
and
23. Galvanbad Steel Pipe and FKWW
C.
Excavate trenches straight and support pipe continuously on the bottom of trench
b. Prior to installation of controller contractor to verity that all required electrical
d.
Round valve boxes shall be used for quick coupler valves.
per layout indicated on drawings.
equipment is accessible for complete installation.
a. Galvanized steel pipe shall be Schedule 40 hot dipped galvanizers,
S.
All valve boxes to be green in color unless otherwise specified for use of
reclaimed water. AN valve boxes for reclaimed water shall: be purple in color and
b. Galvanized fittings shall be Schedule 40 hot df galvanized.
g
d.
All lines shall have a minimum clearance o f 4 inches from each other and 24
inches from any other lines from other trades.
C. Electrical connections and equipment must be as listed in controller installation
bare the r dimed water warnings as well as the international "Do Not Drink"
section and per manufacturer's specifications.
symbot.
24, Irrigation Heads (Cwmwal)
e.
Provide the minimum covers as listed below:
37• Grades
f.
Heat brand all box rids with the appropriate two-inch high identification
a. All irrigation heads shall be the size, type, and provide the same rate of
I. Pressure lines 4 inch and larger 30 inches
a. Prior to commencing any work the contractor shall carefully check all grades and
letters and/or numbers.
precipitation with the same radius of spray, pressure and discharge in G.P.M. as
verify that after all irrigation work scan soil preparation completed, grades will
g.
All valve boxes shall receive landscape fabric. Landscape fabric shalt be
listed on drawings
ii. Pressure lines 3 inch and l 24 inches
larger:
wall
be per specified depth as per ttna landscape Contractors scope of work with a {--
constructed of 5.0 oz, weight proven polypropylene weed barrier with burst
b. All spray head sprinklers shall have stainless steel screw adjustment for radius of
iii. Pressure fines 2-1/2 inches and smaller: 24 inches
1 /10.
strength of 225 P.S.I. and capable of 12 gallons per minute of water flow and
spay
38. Maintenance
puncture strength of 60 los. Dewitt Pro, Mirt#yy or approved equal.
iv. Lateral lines 18 inches
h.
All valve boxes shall receive 2 cubic feet of 3/4-inch gravel per plan.
C. Riser and swing joint assemblies shall be as indicated on drawings.
a. Contractor shall have irrigation system under complete operation for a period of 7'
d. All irrigation heads shall have a factory installed check valve or have an after
V. Control wiring 24 inches
days prior to and planting or hydro -seeding.
Manufactures: Carson, Brooks, or approved equal.
market check valve installed.
f.
Fine granular soil not larger than 1 /2 inch shall be for initial backf ll and
b. Contractor shall maintain entire irrigation system to an acceptable condition to
e. All other requirements for non -pressure lateral line pipe to to as specified in
p
compacted to a density equal to undisturbed soil. Clean backiill soil not greater
the Owners representative for the period of 90 days unless otherwise noted.
than 1 inch for remaining backfill.
#S. General Piping
fitting specification section.
40• Clean-up
a.
Pressure line from ol of Connection to backfbw prevention device shall be
poi
f. In no Case shall the irrigation head spacing exceed the maximum manufacturer's
g.
No flooding shall be performed to compact trenches unless approved by the
Owners representative.
a. Clean up shalt take place on a daily basis, after each portion of work has been
brass or Type K copper
recommendation.
completed and as directed by the Owner's representative. The contractor shall
b.
Pressure lines 2" arcs smaller after backfloW prevention device shall be Scheduleg,
Irrigation heads along walks, curbs, paving, etc. shall be positioned 1 inch above
h.
Sand backfitl to a minimum of 3 inches shall be applied to all piping under paved
legally remove from site an trash or material from his scope of work.
y
40 solvent weld PVC
finish grade. Irrigation in turf areas shall be positioned 2 inches above finish
areas.
41. Final Approval
C.
Pressure lines 2-1/2 inch to 3 inch after backflow prevention device shall be
grade.
i.
If any settlements occur and irrigation adjustments are required the Contractor
shall make these adjustments with no additional Cast to the Owner.
a. All irrigation shall be tested in its entirety by the Owner's representative and
Class 315 solvent -weld P.V.C.
h. All sprinkler heads shall be set perpendicular to finish grades.
approved in writing before commencement of punting and hydro -seeding accept
d.
Pressure lines 1-1/2 inch and smaller after backhoww prevention device shall be
i. All sprinklers in turf areas shall have a minimum ) height of six 6 inches.
pop-up
!
Contractor shall install concrete thrust blocks for all pressure lines 2 inch and
larger. Thrust blocks shall be a minimum size of one cubic foot. For tell and
for trees as directed by the Owner's representative,
Schedule 40 so9vent-weld P.V.C.
AN sprinklers in planter/slope areas shall have a minimum u height of
j' Pri P Pe pop-up r9
gasket pipe a joint restraint system shall be used instead of thrust blocks per
manufacture's specifications.
b. Contractor shall provide all charts, record drawings, turn over items etc. as listed
e.
Pressure lines 4 inch and larger after backflow device shall be Class 200 bell and
rge
twelve (kle inches.
in Irrigation (general) section prior to final approval.
� let P.V.C.
30. Flushing the System
- END OF SECTION -
2S` Bins
#.
Lateral lines 1-112 inch and smaller shall be Schedule 40 solvent -weld P.V.C.
a.
Open control valve after all piping and required assemblies have been completed
a. Bubblers shah be constructed of heavy duly plastic and to pressure
to flush out the system.
g.
Lateral lines 2 inch and larger shall be Class 315 solvent -weld P.V.C.
compensation full circle. The bubbler shall have a screen to protect it from
h.
All pipe and fittings shall bear the markings of the Manufacturer's name, nominal
clogging.
b.
Irrigation heads are to be installed after completion of flushing the system
satisfactory to the Owner's representative.
pipe size, pressure rating P.S.I., NSF, schedule or class and date of extrusion.
b. Bubblers shall be adjustable from .25.1.0 GPM and operate between 20-90 PSI.
DIG ALERT
4&TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
WORK CONTAINED WTHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
TRANSPORTATION DEPARTMENT ��'� APPROVED BY: BORTHWICK GUY BETTENHAUSEN INC.
OA OT � 2462 Dupont Drive # Irvine, California 92612
.Sy 949-476-8616 T 949-476-8707 F www.bgb-inc.com
No. 33950
Exp.6-30-08 l
DRAWN BY: Jeff Kraus
APPR. I DATE *KAt.O DATE: CLIENT CENTEX HOMES
REVISIONS COUNTY J> c IV +�- ��P 2280 WARDLOW CIRCLE. STE. 150
DESIGNED BY: DRAWN BY: CHECKED BY grFOP CA_\F�� CORONA. CA. 92880
�L ��`
RECOMMENDE BY VNLLDAN DskTE: - CONTACT: DON JAIMES (951) 479-9389
0
BENCH MARK:
RIVERSIDE COUNTY
BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
H: NONE Fdt:
TR 30422-1
VALLEY WIDE RECREATION
11
►�& PARK
Samuel W. Goepp Date: 9).2j.
I P 040242 I SHUT NO.
COUNTY OF RIVERSIDE
THE LAKES .SCEfEPUIE A -
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-1
IRRIGATION SPECIFICATIONS
W.0. I COUNTY 6
32
OF g'` SHEETS
SECTION 02800
PLANTING
Revised 01/06
PLANTING SPECIFICATIONS GENERAL
1, General Requilrements
3. Vkw Ties
f.
Soil samples shall be taken in the presence of the Owner's representative.
9. Hydro -seeding
Yd ng
a.
Permits: Contractor shall obtain and pay for any permits required.
a.
Vine ties shall be as specified in details.
g.
Contractor steall submit soil samples to an approved laboratory testing facility,
a.
Turf hydro -seed mix shall be "Team Crest available from Creative Hydroseed
yd
(951) 461-9745
b,
All irrigation shall be completed, approved and under automatic irrigation in order
h.
Contractor shall provide one soli report for every 50,000 square feet.
for the weed -abatement process to commence.
b.
Contractor shall evenly rake all areas to receive turf to level and remove all Lacks
C.
No planting shall commence until the weed -abatement process has been
4. Horbicidais
I.
Soil recommendations must be separated for turf, planter, slope and plant
3/4 inch in diameter and larger.
completed.
a.
Contractor shall submit labels of all herbicides used prior to application for
material backfill mix.
C.
Hydro -seed mixes shall be as follows:
d.
The current Standard Landscape Specifications & Design Guidelines booklet
approval.
4. Weed -abatement
FFSTUCA RUBRA
must be on site at all times for each project.
b.
rbi
Contractor shall apply Pre -emergent herbicide to all areas possible as
e.
No planting can occur until permanent electric and power is provided.
recommended by a licensed pest control consultant.
a.
Weed -abatement Shall not commence unfit complete irrigation system is under
440 #SfPER AC. CREEPING RED FESCUE
2000 WOOD FIBER MULCH
complete automatic irrigation and has been approved.
S. Concrete Mow Curb
b.
Upon Completion of soil preparation the contractor shall complete the following:
300 15-15-15 FERTILIZER
2. Scope of Work.
a.
Concrete mow curb shall be 25W PSI concrete and as specified in detail.
I. Irrigate all areas to be planted, sodded or seeded for a period of seven
120 M-BINDER
b.
All mowcurb shall be 6" x 6" with #3 continuous rebar.
days to germinate all weed seeds.
a.
The intent of the drawings and specifications is to indicate the processes
BASINBOTTOMS
required for the installation of complete planting
ii. Cut watering and apply approved weed killer per manufacture's
recommendations and allow adequate time to complete kill.
f 74#S/PER AC. HYBRID BERMUDA
S. �����
Headw
261#S PERENNIAL RYE
3. Inspections
a.
Plastic header shall be manufactured by Epic Plastics unless otherwise approved
III. Repeat step one and two.
iv. Obtain approval of completed weed -abatement prior to any planting.
2000 WOOD FIBER MULCH
120 M-BINDER
a.
Request for inspections must have 48 hour notice in advance.
in writing by Valley -Wide.
_
Trees may be planted prior to weed -abatement process with the
PARKJPARKWAY TURFb.
All borders between turf and planters shall be concrete mowcurb unless
approval of the Owner's representative in writing,
b.
Contractor must be on site for all inspections.
otherwise approved in writing by Valley -Wide. When mowcurb has been
653#S/PER AC. TEAM FESCUE 90°% CREST BLUEGRASS 10`3&
2" WOOD FIBER MULCH
C.
Any work not completed when inspector arrives which was requested for, shall
approved to be substituted, a plastic header must be used.
S. Layout
300 15-15-15 FERTILIZER
be billed to the contractor at the current inspector's rate
C.
Plastic headers must be 2" x 6" minimum size unless header must concave or
a.
Contractor shall layout all trees and shrubs for approval from the Owner`s
Cl.
Any work completed without inspection or approval shall be removed, exposed or
convex more than 12" in height per 36" run.
representative prior to excavation of any planting pits.
d.
Additional hydro -seed mixes may be specified for detention basin bottom based
replaced at the cost of the contractor.
d.
Plastic faders may also be used for long temporary project limits in lieu of
d.
Contractor shall not willfully layout any planting material where obstructions exist.
on project specific layouts and sizes as approved by Valley -Wide.
e.
Contractor shall call for inspection for the following items:
Concrete mowcurbs when approved in writing by Valley -Wide.
The contractor shall notify the engineer to obtain direction.
e.
Contractor shall monitor watering to prevent browning and fungus.
I. Final grading
7. Pitt Tags
e.
Contractor shall adjust tree locations around all street lights as directed by
f.
Contractor shall take every measure possible to protect seed by providing
ii. Weed -abatement Observation
Valley-W ide's representative.
temporary fencing if necessary at no additional cost
Ili Tree and shrub layout
a.
Planting tabus shall be Agdform, Gro-Rower or approved equal as specified in
g.
Hydro -mulch slurry shall be applied under high pressure evenly and provide a
Iv Tree and shrub planting pits
V. Finish grade prior to hydro -seeding
plans and details.
S. Planning
uniform coat an all areas specified.
vi. Final Inspection
b.
The NPK and specific application rates must be determined per project and per
a
Planting shall be as shown in detail and as follows:
h.
Over spray shall be removed immediately from sidewalks, walls or any
the soil report.
structures.
4. Submittals
I. Excavate all planting pits to a diameter twice the size of container to be
a Soil C.ondbioners
planted and 11 /2 times the depth of container to be planted.
I.
Contractor shall provide 98 percent germination to all hydro -seeded areas prior
a.
All submittals shall be submitted at the time of the pre job conference
to turn- over.
b.
Contract shall submit the follow items but not limited to:
a.
All soil conditioner material shall be approved prior to ordering under this section.
ii. Contractor shall scarily the side of planting pits d an auger is used with
ge
j.
Hydro -seeding can not commence until all irrigation, soil preparation and final
e.
Soil conditioners shall be based on soil report recommendations..
shovel or digging bar.
finish grade has been accepted.
I. Plant material proof of purchase with listed nurseries and material sizes
for approval
f.
Soil conditioners shall be EPA class "A" co -compost or compost with SAR less
Ili. Plant material shall be placed in planting pit in a manner as not to disrupt
than 3.0 and CN ratio of 15 to 25:1 passing through 72" mesh screen as approved
the root ball and the crown shall be set 1" above grade.
10. Root Barriers
ii. Ail soil amendments
by Valley-Wide"s representative prior to delivery of material„
iv. Provide 21 gram fertilizer tablets per detail.
iii, Bark mush
V. Backfill all plant material with approved backfill mix.
a.
Root barrier shall be "Deep Root" control barrier panels # US 24-2 or approved
equal. No cylinder root barriers shall be approved.
Iv. Soil report
vi. Contractor shall provide 5 gram fertilizer tablets to all rooted cuttings.
b.
Root barrier shall be "Bio Barrier" for all trees within $feet of and street curbs
V. Labels for all herbicide and fertilizers used
PLANTING SPECIFICATIONS EXECUTION
T, Percolation Test
within the County right of way.
vi. Hydro -seed mix
C.
Root barriers shall be installed for all trees planted within 8 feet of any walls,
a.
Contractor shall flood planting pits with water to test water penetration through
sidewalks, building structure or other hard surface.
1. Installation
the soil, if no penetration occurs the contractor shall auger 6 inches in diameter
and 36 inches long and backfill with pea gavel, repeat water test and if water
d.
Contractor shall install root barriers per detaii.
a.
Contractor shall dean, remove legally dose of all weeds, grasses including
still does not penetrate the contractor shall notify the Owner's representative prior
PLANTING SPECIFICATIONS MATERIALS
roots and construction debris under this section.
to planting.
b.
Contractor shall be responsible for the protection and storageof all material for
11. Jute me"
1. P�uIIt M
the project.
8. Sodded Turf
a.
Jute netting shall be uniform plain weave mesh. Geo-jute or approved equal.
a.
All plant material shall be the same as specified in the drawings.
a.
All grades shall be as indicated on the drawings and must be +-10°/6.
a.
All sodded areas shall be semi dwarf fescue unless otherwise noted.
The mesh shall be brown in color.
b.
Contractor shall tag one plant from each bundle or lot with the plant name in
b.
Jute shall be 48 inches wide with a weight of .97 pounds per linear yard.
accordance with the recommendations of the American Association of
b.
Contractor shall evenly rake all sodded areas to level and remove all rocks 314
inch in diameter and larger.
C.
djac ntive.�lks are subject to jute netting as directed by Valley -
pere adjacent
Nurserymen,
Wi�'s
C.
All plant material shall be free of pest, plant diseases abrasions or any other
2` Lsrldsespe C'mdhV
c.
Contractor shall spread 16-20-0 commercial fertilizer to all sodded areas.
object -able disfigurations.
a.
The contractor shall complete grading and filling as needed or remove additional
d.
Contractor shall lay sod immediately upon arrival.
12' Gram
d.
Plant material must show vigorous habit of growth that is normal for that
ma
dirt, rock and debris over 314 inch in diameter within the top 3 inches in all turf
a.
Prior to commencing any work the contractor shall carefully check all grades and
particular species.
and planter areas less than 3:1. -
e.
Sod must be laid along a straight line staggering each row like laying bricks and
verify that after all irrigation work and soil preparation completed, all grades will
must be tutted tightly together preventing any air pockets. Do not overlap edges.
be per specified depth as per the landscape contractor's scope of work with, a +-
b.
Contractor shall bring all landscaped areas to finish grade.
o
2. Tree Stakee/Guying
C.
Flow lines shall be established to existing curbs and/or sidewalks.
f.
Sod shall be cut with a sharp knife and never pulled apart.
a.
Tree stakes shall be copper maphthanate, green color impregnated lodge pole.
d.
All landscape areas shall be sloped to provide positive drainage.
9-
Sod shall be rolled immediately after sod is installed.
13. Guarantee
b.
Tree stake shall be 2" in diameter 10 feet long.
h.
Sod must be watered thoroughly to a depth of 12 inches.
a.
All trees and shrubs shall guaranteed for a period of one year.
C.
Tree stake for larger trees or windy areas shall be 3" diameter.
3. Soil
Preparation
L
Contractor shall monitor watering to prevent browning and fungus.
b.
All plant material that is dead or dying or as directed by the engineer within the
guaranies period shall be replaced at the cost of the contractor with 7 days of
d.
Tree ties shall be V.I.T. Cinch ties or approved equal (four per tree).
a•
Contractor steal! rotor -till amendments into all furl and planter areas 3:1 or less
j,
d b
Contractor shall take every measure possible to protect soy providing
written notice.
throughout the first 6 inches.
temporary fencing if necessary at no additional cost.
e.
Tree ties shall be attached to lodge poles with galvanized nails per detail.
b.
Contractor shall rake soil conditioner lightly into all 2:1 sloes areas.
C.
All replacement plant material shall be exact en approval in species and size.
No substitutions steall be allowed unless written approval is obtained.
f.
Contractor shall install 3" dlam eW stakes for all trees where high winds occur as
C,
The following application rate is for bidding purposed only and its per 1000 square
d.
Guarantee period shall start on the date of the project letter of acceptance.
directed by Valley-Wide's representative.
feet of planting area.
g.
All trees 3W box and larger shall have three guys with 1/2" PVC pipe to protect
i. 4 cubic yards of soil conditioner
- END OF SECTION -
Mrs.
h.
3" lodge poles may be used for 36" box trees and larger in high traffic areas or in
ii. 30 lbs. of commercial fertilizer approved by the Owner's representative
small tree wells with the approval of Valley Wide's representative.
111. 50 lbs. of agriculture grade gypsum
iv. 25 tbs. soil sulfur
g.
Actual soil preparation shall be based on the soil report.
DIG ALERT
TM VALLEY WIDE RECREATION
CALL
BEFORE &PARK DISTRICT
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT Samuel W. Goepp Date: 16-
Call at least 2 working days prior to excavating.
hIDTE SEAL —COUNTY p COUNTY OF RIVERSIDE SEAL —LANDSCAPE ARCHITECT QSC BENCH MARK: SHEET NO.
WOW CONTAHM WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL TRANSPORTATION DEPARTMENT �,ot� ��� RIVERSIDE COUNTY TR 30422-1 IP 040242
AN SIT PERMIT AND/OR GRADING PERMIT HAS BEEN �—' APPROVED BY B O R T H W I C K GUY B E T T E N H A U S E N I N C. NM ap4 �rS BM M-14-631N THE COUNTY OF RIVERSIDE 33
ISSUED A Or F 2462 -Dupont D r i v e 6- 8 7 0rvine, C a l l f o w w 9 c. c o y e�� � T INTERSECTION OF NEWPORT
Z02�?=
9 4 9 4 7 6 8 6 1 6 T 9 4 9 4 7 6 8 7 0 7 F w w w. b g b i n c. c o m �` ROAD AND LINDENBERGER THE LAKES SCH£taCllCt �}-
No. 33950 ROAD. V IRON PIPE TAG VALLEY WIDE STREETSCAPES PH. 1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS t 0 %e, f Q (a DRAWN BY: Jeff Kraus
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 ( * * MARKED COUNTY IN CAP Tr. 30422-1 OF IN SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE K A. DATE: CLIENT CENTEX HOMES LIS - WELL MONUMENT 1984
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTYgr C IV �� a�P 2280 WARDLOW CIRCLE, STE. 150 J, ELEVATION 1425.301 LANDSCAPE SPECIFICATIONS
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN I t
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR Cr CAI_\F /Z- Z4�rS CORONA' CA. 92WO .���► SCALE: H: NONE FOR: W.O. COUNTY
APPROVAL BY THE COUNTY. DESIGNED BY. DRANK BY: CHECKED BY:
RECOMMEND BY WLLDAN ATE:. CONTACT: DON JAMES (951) 479-9389 OF CA1.� V:NO, IFILIE9Y3AA
DIG 4ALERT
TM
CALL
BEFORE
YOU DIG!
1-800-227-2600
UNDERGROUND SERVICE ALERT
Call at least 2 working days prior to excavating.
NOTE:
VM CONTANED WITHIN THESE PLANS SHALL NOT COMMENCE UNTI
AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSM.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK I BY I DATE
IN THE EYENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
APPRVALL BY THE COUNTY TABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY:
e
MAINTENANCE SPECIFICATIONS GENERAL
1. Mointonmu:e Duration
a. Contractor shall maintain entire project within the contractors scope of work
until approval to enter unto maintenance period has been obtained in writing.
After approval the contractor shall enter into the 90 calendar day maintenance
period and call for the following inspections:
i. 30 Day Maintenance Walk
ii. 60 Day Maintenance Walk
iii. 90 Day Maintenance Walk/Final Inspection
b. Contractor shall continuously maintain the entire project until all correction items
have been completed and approved in writing.
2. Turf Maintenance
a. Contractor shall mow weekly or as needed, all turf areas to a height between 3A7
and 2 Y2" depending on variety of turf.
b. Contractor shall edge all turf areas adjacent sidewalks, walls, or other applicable
structures and trees bi-weekly or as needed.
C. All clippings must be removed from sidewalks and adjacent areas.
d. Contractor shall remove all excess cling from turf areas.
e. Contractor shall monitor watering to all turf areas and provide sufficient moisture
levels as required to achieve a lush appearance.
3. Tree and Shrub Maintenances
a.
Contractor shall remove any dead growth on all trees and shrubs as needed.
b.
Lower branches of all trees under twelve feet shall be pruned using best
horticultural practices and as directed by Valley-Wide's representative.
C.
No topping of any tree is allowed unless directed by Valley-Wide's
representative.
d.
Pruning of trees above twelve feet will be considered additional work.
e.
Contractor shalt remove tree stakes when stakes are no longer needed.
4. Groundcaver
a. Contractor shall edge all groundcover areas as required to maintain a neat lush
thriving appearance and shall edge no less that once per month.
b. t ,ontractor shall edge groundcover around shrub and tree basins as required.
C. Contractor shall trim all groundcover over 24" in height,
5. Wood Control
a. Contractor shall eradicate all weeds from all turf, planter and slope areas by
means of manual or chemical abatement.
b. Contractor must have a valid pest control license.
c, Contractor shall apply pre -emergent herbicide where possible to prevent weeds
as directed by a licensed pest control consultant.
d. Any undesirable plant 3A" or larger shall be considered a weed.
e. Contractor shall maintain all sidewalks clean and weed free.
6, Rodent Control
a. Contractor shall be responsible for maintaining a rodent free project.
b. All measures to eradicate rodents must be as directed by a licensed pest control
consultant.
C. Contractor shall repair/replace all damaged caused by rodents under this section.
7. Fertilization
a. Contactor shall fertilize turf, slope and planter areas every 30 calendar days
with approved fertilizer at the manufacture's recommended application rate.
b. Approved fertilizers are 15-15-15, 16-6-8 and 21.7-14
a. lrr4lation
a. Contractor shall be responsible for complete irrigation adjustments to achieve
proper moisture levels throughout all projects for all seasons as required to
promote healthy, thriving plant material, ground cover and turf while taking every
possible measure to conserve water.
b. Contractor shall be responsible for repairing all nozzles, sprinkler heads, lateral
lines, mainlines, valves and/or other required assemblies throughout the project.
C. Contractor shall ensure that all irrigation heads are adjusted properly to alleviate
over spray wherever possible.
d. Contractor shall test irrigation system a minimum of once per week or as
required.
A. 0t�y
No. 33950 Z �^
Exp.6-30-08
PPR. DATE � �
REVISIONS COUNTY \�r c iv ►�. ��P
DRAWN BY: CHECKED BY F CAA F�
e. Provide backflow certification prior to tum-aver.
f. Repair and/or replace and damaged backfiow devices, water meters, electric
pedestals and/or irrigation controllers.
9, Maintenance General
a. Edge groundcover as needed to maintain no growth over sidewalks, around tree
and shrub basins or up walls or fences.
b. Remove all trash weekly
C. Test complete irrigation system biweekly.
10. Clean -Up
a. Clean up shall take place on a daily basis, after each portion of work has been
completed and as directed by Valley-Wide's representative.
b. The contractor shall legally remove from site any green waste, trash or other
debris.
11. Graffiti
a. Removal of any and all graffiti shall be completed within 48 hours of notification.
b. Contractor shall be responsible until project has been completed and has
received the letter of completion.
12. Vandalism
a. Contractor shall be responsible for all vandalism to the project until project has
been completed, and approved in writing.
13. Final Approval
a. All landscaped areas shall be inspected in its entirety by Valley-Wide's
representative upon the completion of the 90 calendar day maintenance period.
b. Contractor shall provide all charts, record drawings, turn over items etc. prior to
final turn over.
c. The contractor shall be responsible for the entire project until final acceptance
has been provided in writing by Valley -Wide.
- END OF SECTION -
Valley Wide Inspection last
Call (951) 660--4700 for all inspections
1. Iron Inspect:
a. Site inspections and notification time.
i. Pre -construction conference 7 days
ii. Pressure line installation and testing 48 hours
iii. Controller installation 48 hours
iv. Lateral line and sprinkler installation 48 hours
V. Coverage test 48 hours
vi. Final Inspection 7 days
b. No field inspections will commence unless record drawings are current and
available for observation upon request by the Owner's representative.
2. Planting inspections:
a. Request for inspections must have 48 hour notice in advance.
b. Contractor must be on site for all inspections.
C. Any work not completed when inspector arrives which was requested for,
shall be billed to the contractor at the current inspectors rate
d. Any work completed without inspection or approval shall be removed, exposed or
replaced at the cost of the contractor.
e. Contractor shall call for inspection for the following items:
i. Final grading
ii. Weed -abatement Observation
ill Tree and shrub layout
iv Tree and shrub planting pits
V. Finish grade prior to hydro -seeding
vi. Final Inspection
3. Submittals:
a. All submittals shall be submitted within 15 days after receipt of executed
contract.
b. Contract shall submit the follow fears but not limited to:
i. Plant material proof of purchase with listed nurseries and material
sizes for approval
ii. All soil amendments
iii. Bark mulch
iv. Soil report
V. Labels for all herbicide and fertilizers used
A. Hydro -seed mix
TRANSPORTATION DEPARTMENT BORTHWICK GUY BETTENHAUSEN INC.
APPROVED BY:
2462 Dupont Drive Irvine, California 9261 2
949-476-8616 T 949-476-8707 F www.bgb-inc.com
10. / 0 /4c /0 DRAWN BY: Jeff Kraus
KH A. M DATE: CLIENT CENTEX HOMES
�2. ZDO 2280 WARDLOW CIRCLE, STE. 150
RECOMMENDED BY WILLDAN � j � CORONA, CA. 92880
CONTACT: DON JAMES (951) 479 9389
i_ I
BENCH MARK:
RIVERSIDE COUNTY
G BM M-14-63 IN THE
T INTERSECTION OF NEWPORT
ROAD AND LINDENBERGER
ROAD. V IRON PIPE TAG
* MARKED COUNTY IN CAP
WELL MONUMENT 1984
ELEVATION 1425.301
SCALE: H' NONE
V:
TR 30422-1
9BVALLEY WIDE RECREATION
& PARK DISTRICT
Samuel W. Goepp Date: (�_ 10101,
I P 040242 1 SHEET NI
COUNTY OF RIVERSIDE
THE LAKES SCE fOME 4-
VALLEY WIDE STREETSCAPES PH. 1
Tr. 30422-11
LANDSCAPE SPECIFICATIONS
FOR: I W.O. COUNTY n
34
OF � SHEETS
GENERAL NOTES
1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY
TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN
ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY,
DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY
COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY
BE REQUIRED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK
AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM
COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR 'TO BEGINNING OF
CONSTRUCTION.
PHONE: 951-955-6885
3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD
NO.816.
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST
EDITION, COUNTY ORDINANCE NO.461 AND SUBSEQUENT AMENDMENTSO
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL
STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO.461.
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE
STREET, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS,
AND STORM DRAINS.
7. CURB DEPRESSION AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED
ACCORDING TO COUNTY STANDARD NO.206 AND/OR NO.207, AS DIRECTED IN THE FIELD.
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO INSTALL AND
MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE
PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING
PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT
BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL
PRIOR TO OBTAINING AN ENCROACHMENT PERMIT.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH
GRADING TO DETERMINE THE EXACT STREET STRUCTURAL SECTION REQUIREMENTS. USE
STANDARD NO.401 IF EXPANSIVE SOILS ARE ENCOUNTERED.
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS
FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER
SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY.
ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39, AND 94 OF THE STATE STANDARD
SPECIFICATIONS.
11. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO.460 AND 499.
MAGNOLIA GRANDIFLORA (SOUTHERN MAGNOLIA). QUERCUS ILEX (HOLLY OAK), KOELREUTERIA
PANICULATA (GOLDEN RAIN TREE)
12. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET
LIGHTING PLAN.
13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE
AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE. AND MAY BE REQUIRED BY
TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY
REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED
TRAFFIC INDEX.
14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED
WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE
PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON
ALL OTHER STREETS, SHALL REQUIRE SEPERATE LANDSCAPING PLANTS. ALL LANDSCAPING
ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY 'STANDARDS RELATING TO THE
ADMINISTRATION OF LANDSCAPING ENCROACHMENTS" DATED JUNE 1990.
15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY
BY SIGNING THESE IMPROVEMENT PLANS. NO REVIEW OR APPROVAL OF THOSE PRIVATE
FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY 'TRANSPORTATION
DEPARTMENT.
16. A.) CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE
MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT.
OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOT) WITH THE STATE
WATER RESOURCES CONTROL BOARD (SWRCB)AND PREPARE A STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE.
B.) PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY
OF THE N.O.I. WITH A VALID WDID NUMBER
17.THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIG14ING
AND STRIPING PLAN WITHIN THE PROJECT AREAS. OR ON ROADWAYS
ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE
DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC
SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.
18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED
TO. EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT
VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM
FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION
DEPARTMENT.
NOTES
1. ALL TYPES OF GRADING OUTSIDE OF ROAD R/W
SHALL HAVE LETTERS OF PERMISSION AND AGREEMENTS
FROM THE ADJACENT LAND OWNERS.
2. ALL TEMPORARY DRAINAGE STRUCTURES, SUCH AS STORM DRAINS OR CULVERTS
(EXCEPT EARTH SWALES) SHALL BE PROVIDED WITH DRAINAGE EASEMENTS,
LEGAL DESCRIPTIONS AND PLATS.
BENCHMARK:
RIVERSIDE COUNTY SURVEY T-6-81 BM
NAVD 88 ELEV.1170.412
FOUND 2%2"BRASS DISK 'RIVERSIDE COUNTY SURVEY"
T-6-81 BM NW CORNER OF BRIDGE ON HIGHWAY 79
AND TEMECULA RIVER + 25O'SE OF HIGHWAY 79
AND ANZA ROAD
DATUM CONVERSION NOTE
THE VERTICAL DATA SHOWN ON THIS
PLAN IS BASED ON NAVD 88. TO CONVERT
THE VERTICAL DATUM FROM NAVD 88 TO
NGVD 29, SUBTRACT 2.32 FEET.
DIG ALEPT
0 TM
O
B FE ORE CAUTION:
YOU DIG! EXACT LOCATION OF EXISTING
1400-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Ca. ".at least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER MARK
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE
APPROVAL BY THE COUNTY.
Rl\d_14590\1>hpse-t\lmprov-Sheets\4590pht Tsi.dgn
„ro_.r 1 in iotV10\Pen\.co. laomp. pen
IN THE COUNTY OF RIVERSIDE
STREET IMPROVEMENT
1�i1 r 1�J 1 r r r
TRACT NO, J0422-1
VICINITY MAP
NOT TO SCALE
SECTION 1, TOWNSHIP 6 SOUTH, RANGE 3 WEST
CONSTRUCTION NOTES & QUANTITY ESTIMATES:
ON SITE
l�
PLACE 0.25' A.C. OVER 0.80' CLASS II A.B...................................................................................................................................................
8213
4221
TON
C.Y.
2Q
PLACE 0.33 A.C. OVER 0.95 CLASS II A.B....................................................................................................................................................
4856
2498
TON
C.Y.
QPLACE
0.43 A.C. OVER 1.20 CLASS II A.B....................................................................................................................................................
898
462
TON
C.Y.
®PLACE
0.46' A.C. OVER 1.35' CLASS II A.B....................................................................................................................................................
6443
3314
TON
C.Y.
©
CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD NO.209 & 209A .•.••.•...•.•••.•.•...•.•••.••..•••••..••..••••••
10,355
SF
®
CONSTRUCT CURB RAMP CASE A PER COUNTY OF RIVERSIDE STD NO. 403 .............................••..•......••.....•.....•
32
EA
©
CONSTRUCT CURB RAMP CASE B PER COUNTY OF RIVERSIDE STD NO. 403 ..•...........•••.•........•.....•••••.••.......•.....
31
EA
®
CONSTRUCT TYPE 16- CURB AND GUTTER ( 6"C.F.) PER COUNTY OF RIVERSIDE STD NO.200 •••.••.•.•....•••
41815
LF
0
CONSTRUCT TYPE 18"CURB AND GUTTER ( 8"C.F.) PER COUNTY OF RIVERSIDE STD NO. 201 •••.•........•••.
2,044
LF
10
CONSTRUCT TYPE 'O" CURB AND GUTTER ( 6" C.F.) PER COUNTY OF RIVERSIDE STD NO.204 ......•........••
4030
LF
@
CONSTRUCT SIDEWALK ( WIDTH SHOWN ON PLAN) PER COUNTY OF RIVERSIDE STD NO.401 ..................
251,373
SF
@
REMOVE EXISTING CURB AND GUTTER..................................................................................................................................................
0
LF
13
CONSTRUCT MEANDERING 10' WIDE COMMUNITY BIKE PATH (CONCRETE OR PER STREETSCAPE PLAN) ...
22,452
SF
14
INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD NO.816•.•..................................................................
35
EA
15
CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD NO. 309.................................................
7
EA
16
APPLY ASPAHLT EMULSION..............................................................................................................................................................................
31.1 TONS
17
INSTALL STREET LIGHTS (SEE STREET LIGHT PLANS)..••......••........•.........................•••.•••••...............•.......•...•..•...•••......••.••........
120
EA
18
BARRICADE PER COUNTY OF RIVERSIDE STD NO.810..............................••••...•.•........................................................................
180
LF
19
P.C.C. DRIVE APPROACH............................................................................................................................................................................................
68400
SF
EXISTING WATERLINE, PROTECT IN PLACE...............................................................................................................................................
1
EA
®1
LOCAL DEPRESSION PER RIVERSIDE CO. STD NO. 311 (SEE SHT FOR CASE A, B OR C)............••.......•••.......•
4
EA
CONSTRUCT CATCH BASIN PER RIVERSIDE CO. STD 300 & LOCAL DEP. PER STD 311, CASE C .................
24
EA
CONSTRUCT CATCH BASIN PER RIVERSIDE CO. STD 300 & LOCAL DEP. PER STD 311, CASE B ................
5
EA
®
CONSTRUCT CONCRETE DROP INLET PER RCFC STD DWG NO. CB 110........................••.•••..••••...•••..•.•.•.•..••.••........••••.•.....•••••
2
EA
CONSTRUCT MODIFIED CATCH BASIN PER RIVERSIDE CO. STD 300.....................................................................................
4
EA
SAWCUT EXISTING PAVEMENT, SEE DETAIL SHEET 2.................................................................................................................
153
LF
N/A
STREET TREES (REFER TO LEGEND).................................................................................................................................................................
475
EA
i
PLANS
RCTD MAINTAINED STORM DRAIN QUANTITY ESTIMATES: ON SITE-
18" RCP STORM DRAIN..................................................................................................................................................................................................... 327 LF
24" RCP STORM DRAIN.................................................................................................................................................................................................... 669 LF
30"RCP STORM DRAIN................................................................................................................................................................................................... 1011 LF
36"RCP STORM DRAIN..................................................................................................................................................................................................... 1857 LF
RCFCMANHOLE NO. 1..........................................................................................................................................................................................I............ 16 EA
RCFCMANHOLE NO.4...................................................................................................................................................................................................... 7 EA
RCFCJUNCTION STRUCTURE NO.2...................................................................................................................................................................... 2 EA
RCFCCONCRETE DROP INLET PER CB110..................................................................................................................................................... 2 EA
UNDER SIDEWALK DRAIN PER RIVERSIDE CO. STD DWG NO.309•••••.•••.••••.•••.......•••••.•••.••...................••••....I..........................•••• 2 EA
CATCH BASIN PER RIVERSIDE CO. STD DWG NO. 300, CASE C (W=7').....................••.•..•.•..........•.......••.••••.•••••...•••........•..•.•• 7 EA
CATCH BASIN PER RIVERSIDE CO. STD DWG NO. 300, CASE C(W=141................................................................................. 6 EA
NOTE: REFER TO STORM DRAIN PLANS PER TR 30422-1 FOR DESIGN & MAINTENANCE SPECIFICS
LEGEND
GRAPHICS NTS
INDICATES SUBDIVISION BOUNDARY
INDICATES CONSTRUCTION NOTE DESIGNATION
INDICATES H2O LOADING CONCRETE
INDICATES CURB RAMP CASE A PER
COUNTY OF RIVERSIDE STD NO. 403
INDICATES CURB RAMP CASE B PER
COUNTY OF RIVERSIDE STD NO. 403
PROPOSED STREET LIGHT
PROPOSED STREET TREES
PROPOSED STREET SIGN
INDICATES TRACT BOUNDARY
PROPOSED DRIVEWAY APPROACH
SEAL -COUNTY COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
1pFESSIp�,, APPROVED BY:
A.
Iry
No. 3395y'
Exp.6-30-08 _ __ / 7,to�l Q
APPR. DATE KHA A. HM DATE:
REVISIONS COUNTY �q CIV►1•
ac /
DRAWN BY: TZ CHECKED BY: RLB OF CAL�F�` =�''`` Zia2G
RECO MENDED VY WILLDAN DATE:
�oQ�OFESS/s*
L.
rn
NO.C27678
Exp.3/31/08 tf
�fCIVIL
�lF A C A``����
N.
1-1
...................
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619.291.0707
(FAX)619.291.4165
San Diego RW"de Sacramento Orange Phmk Tucl
PREPARED UNDER THE D CTION OF:
A1111041we
fj A W
ROGER ALL . R.C.E. 27678
DATE: MAIM* REGISTRATION EXPIRES 3-31-08
BENCH MARK:
RIV. CO. B.M. M-14-63 IN THE TEE
INTERSECTION OF NEWPORT RD.
& LINDENBERGER RD. A 1" IRON
PIPE & TAG MARKED COUNTY IN
CAP WELL MON.
1984 ELEV.= 1425.301
SCALE: H: 1"=200'
V: N/A
WORK TO BE DONE
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF RIVERSIDE
TRANSPORTATION STANDARDS AND SPECIFICATIONS, AND THE LATEST
EDITION OF THE STANDARDS AND SPECIFICATIONS FOR PUBLIC WORK
CONSTRUCTION ("GREENBOOK") .
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
WITH SAID REGULATIONS AND ORDERS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY
RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY
DAMAGE OR PROTECTION TO THESE LINES.
NOTIFICATIONS
THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR
AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION
RIVERSIDE COUNTY ROAD EASEMENT
CONSTRUCTION SECTION: (909) 955-6763
EASTERN MUNICIPAL WATER DISTRICT: (909) 928-3777
RANCHO CALIFORNIA WATER DISTRICT: (909) 296-6900
SOUTHERN CALIFORNIA GAS CO: 1-800-227-2600
SOUTHERN CALIFORNIA EDISON CO: 1-800-227-2600
GENERAL TELEPHONE: 1-800-227-2600
ADELPHIA CATV: (909) 766-4270
ENGINEER OF WORK
RICK ENGINEERING COMPANY
5620 FRIARS ROAD
SAN DIEGO, CA 92110
PHONE: (619) 291-0707
FAX: (619) 291-4165
DEVELOPER/OWNER
CENTEX HOMES
2280 WARDLOW CIRCLE, SUITE 150
CORONA, CALIFORNIA 92880-2896
ABBREVIATIONS
AC
ASPHALT CONCRETE
BC
BEGIN CURVE
BCR
BEGIN CURB RETURN
BM
BENCHMARK
BVC
BEGIN VERTICAL CURVE
C&G
CURB & GUTTER
CL
CENTER LINE
EC
END CURVE
ECR
END CURB RETURN
EMWD
EASTERN MUNICIPAL WATER DISTRICT
EVC
END VERTICAL CURVE
EXIST, EX
EXISTING
FL
FLOW LINE
GB
GRADE BREAK
HORIZ
HORIZONTAL
L
LEFT
MAX
MAXIMUM
NO
NUMBER
OS
OPEN SPACE
PCC
POINT OF COMPOUND CURVATURE
PI
POINT OF INTERSECTION
PRC
POINT OF REVERSE CURVE
PP
POWER POLE
PT
POINT
R/W, RW
RIGHT OF WAY
R
RIGHT
SCE
SOUTHERN CALIFORNIA EDISON
STA
STATION
TIC
TOP OF CURB
P
TYPICAL
VC
VERTICAL CURVE
VERT
VERTICAL
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
TYPICAL SECTIONS
3
INDEX MAP
4-45
PLAN AND PROFILE
SHEETS
46-53
CULVEPT STRUCTURAL
SHEETS
TRACT NO.
LP. NO.
SHEET NO.
30422-1
040242
_
COUNTY OF RI VERSIDE
SCHEDULE 'A"
1
STREET IMPROVEMENT
PLANS
TRACT NO.30422-1
of 53 SHEETS
TITLE SHEET
W.O.
COUNTY
FILE
lkA
N0.
p
JN 14590-A
R/W
120'
R/W P/L
5'
18'
4'
18,
13' 5'
2•�
32' 10' 10' 32-5'-1-13'
'
2'
A.C. PAVEMENT 10 q
MIN 10'
MP 11 PROPOSEDSIDEWALK
FOR MEDIAN DESIGN SEE
4k
8
10 LANDSCAPE PLANS
ROPOSED 11
MEANDERING 10' WIDE
BIKE PATH 13
PROPOSED A.C. OVER A.B. 4
O
5' SIDEWALK
COMMUNITY
PROPOSED
CURB & GUTTER®
TRES LAGOS DRIVE
(BETWEEN 10+00.00 AND 15+21,77)
PROPOSED STREET SECTION
RN. CO. STD. NO. 101-MODIFIED )
NOT TO SCALE
T.I.=9.0, R= PER SOIL REPORT
18' 64'
5' 32' 32'
A.C. PAVEMENT 3
2% . 2%
®PROPOSED CURB & GUTTER
PROPOSED 8 PROPOSED A.C. OVER A.B. 30
11 SIDEWALK
TRES LAGOS DRIVE
(BETWEEN 15+21.77 AND 38+75.54)
PROPOSED STREET SECTION
( PER RN. CO. STD. NO.102-MODIFlED 1
NOT TO SCALE
T.I.=8.5, R=PER SOIL REPORT
R/W P/L
5'
18'
' MIN 10, 2
2% 2% P
PRIVATE MEDIAN TO BE
MAINTAINED BY THE H.O.A.
(VARIES FROM 8' TO 86')
R/W R/W
82' TO rlr6O'
15, 52' TO 126' '
10' 5' 22' 4' MIN. 4' MIN. 22' 1 '
A.C. PAVEMENT 43' MAX. 43' MAX. 4 2�
2% -27 2% i t,.
P
.1
P� 10 qX 1
FOR MEDIAN DESIGN SEEPROPOSED 9 0 LANDSCAPE PLANS
SIDEWALK PROPOSED A.C. OVER A.B. ® O PROPOSED CURB & GUTT
LAGUNA VISTA DRIVE
(BETWEEN 16+86.06 AND 28+32.06)
PROPOSED STREET SECTION
(PER RIV. CO. STD. NO.101-MODIFIED )
NOT TO SCALE
T.I.=9.0, R=PER SOIL REPORT
R/W 0' MIN. R/W
84' 2' MAX.
20' 54' 10,
15' 5' 22' 10' MIN. 22' 5' '
2.1 2 12' MAX A C PAVEMENT 21
R/W
86'
15, 56,
10, 5' 28' 28'
A.C. PAVEMENT CL 2
2Y.
.1
MP 11 PROPOSED ® PROPOSED CURB & GUTTER
SIDEWALK
8
PROPOSED A.C. OVER A.B. 2�
ROCKPORT ROAD
PROPOSED TYPICAL STREET SECTION
( PER RIV. CO. STD. NO. I*A MODIFIED )
NOT TO SCALE
T.I.=7.0, R=PER SOIL REPORT
R/W
R/W
so
15'
' 10'
2/ `L1
� ;. � 2% _ � 2% 11 PROPOSED/ U
F UK MtUTAN UtJIUN Jtt
SIDEWALK LANDSCAPE PLANS
ROPOSED EANDERING 10' WIDE 10 Mq-I'
11 COMMUNITY BIKE PATH 13 11 PROPOSED CURB & GUTTER 8 FOR MEDIAN DESIGN SEE PROPOSED A.C. OVER A.B. 3O
5 SIDEWALK
LANDSCAPE PLANS 8 SIIDEROPOWADLK 11 NOT COUNTY MAINTAINED ROADS
Q PROPOSED A.C. OVER A.B. LINDEN GATE LANE (BETWEEN 21 +83.15 & 20+05.22
LAGUNA VISTA DRIVE AND BETWEEN 11 +84.00 & 10+00.00),
(BETWEEN 28+32.06 AND 33+17.89) SKIPSTONE WAY (BETWEEN 11 +87.36 &
PROPOSED PRIVATE GATED ENTRY STREET SECTION 10+00.00) AND DREXEL WAY,
( PER RIV. CO. STD. NO.103-MODIFIED) PROPOSED PRIVATE GATED ENTRY STREET SECTION
NOT TO SCALE
T.I.=7.0, R=PER SOIL REPORT ( PER RIV. CO. STD. NO. 102-A MODIFIED 1
NOT TO SCALE
R/W R/W T.I.=8.5, R=PER SOIL REPORT
120'
18' 4' 18' R/W 74' R/W
13' 5' 32' 10' 10' 32' 5'-1-13, 15' 44' 15,
A.C. PAVEMENT
MATCH EXISTING kE q 10 .f- 21 2• 10, 5' 22' 22' 5' 1
2% 2% •/ A.C. PAVEMENT rL 2CL 2'
R/W 2% �2% 2% _ 2%
PROPOSED
VARIES 2.0' 2.0' 5.5' 2.0' FOR MEDIAN DESIGN SEE �'� 21,E 2,•�
10 11 P
`' 11 SIDEWALK 8 LANDSCAPE PLANS M 11 PROPOSED ® PROPOSED CURB &: GUTTER 11 k
TOP OF I DWY APPROACH FINISH GRADE ' PROPOSED A.C. OVER A.B. 4J PROPOSED CURB & GUTTER 8 SIDEWALK
8
CURB SIDEWALK FINISH SURFACE - PROPOSED A.C. OVER A.B.0.20
CURB WIDT
LAGUNA VISTA DRIVE ENTRYWAY, (BETWEEN 10+00.00 AND 16+86.06)7-7 LAGUNA VISTA DRIVE
y - - 2.0 "y ; "; , BETWEEN 33+ 17.89 AND 39+06.93
/• �.::.}:' L PROPOSED STREET SECTION ( )
2•0' a' O ( PER RIV, CO. STD. NO.101-MODIFIED PROPOSED TYPICAL STREET SECTION
y : ' '` PORTION OF ACCESS DRIVEWAY (PER RIV. CO. STD. N0.103-A MODIFIED)
NOT TO SCALE
0.16' 0.08'= T.I.=9.0, R=PER SOIL REPORT NOT TO SCALE INDICATES ELEVATION SHOWN ON PLAN 1"LIP J T.I.=7.0, R=PER SOIL REPORT
a
3 R/W R/W
CONC. CURB & GUTTER o 56'
'c 6' 10, 36' 10,
m 2' PARKWAY COVER 4' 6' 18' 186' 4'
2' 4.5' 16.0' /27.0' 4.5' 2' ' 2.1 1 21
R/W N T/ 2% _2% 2% 2%
1 , _ z CATCH BASIN PER 'L'1 -�. M 2'1
4/2 STANDARD 300 MP ® PROPOSED CURB & GUTTER 11 4x
2•0' EXTEND REINFORCEMENT
PROPOSED 8
TO ENTRANCE PROJECTION 11
° ° ° ° ° •' ° CONNECTOR PIPE O SIDEWALK PROPOSED A.C. OVER A.B. 10
e .e.C•e °�•a N' °°�° 5.5'
8.0' °off°o °>°°°° o °°°° o ;�o °°°° °o T
5,0' °
8.°33% ° o ° ° ° ° ° ° ° ° ° NOT COUNTY MAINTAINED ROADS
° ° ° ° °
° ° . .. ° ° °
STREET CL/ ALL PRIVATE STREETS
FACE 21 EXIST. EDGE PROPOSED PRIVATE STREET SECTION
OF CURB 2, I 2, 0.5, OF PAVEMENT CATCH BASIN MODIFICATION (PERIV. CO. NO 104-A-MODIFIED)
CONSTRUCT EXISTING AC WITH REAR ENTRANCE PROJECTION R NOTTOSCALE
AC PAVEMENT PAVEMENT NOT TO SCALE T.I.=6.0, R=PER SOIL REPORT
& BASE & BASE
EXIST.. AC BERM
TO BE REMOVED R/W R/W
3' MIN. EXIST. SLOPE VARIES 1 ' 5'm. S' '
2% TYP. SEE 2' MIN. SAWCUT & FROM 0.50% TO 2.50% SIDEWALK PARKWAY BIKE PATH SIDEWALK PARKWAY BIKE PATH
REMOVEXISTING SEE NOTE No.2 1429.68 TC FL 1428.95 1428.43 TC FL 1427.70
NOTE No. 1 STD. DWG N0. 309 STD. DWG N0. 309
PAVEMENT _ _ _ 2% RIM= 2% RIM=
2" DEPRESSION �� 1430.08 FL 1428.81 -•- c'°• 1428.83 FS 1427.68
STD DWG NO. 311 1% 2 DEPRESSION 1%
2% 0.5' STD DWG N0. 311 SIDEWALK 2- 0.5'
MODIFIED LOCAL DEPRESSION UNERDRgiN H(N) MODIFIED LOCAL DEPRESSION UNERDRAIN
FL 1429.01 H(S) FS 1428.E FL 1427.7E H(N)H(S) FS 1427.41
- - - - - - FL 1428.9E V A FL 1427.71 V A
PLANE EXISTING AC PAVEMENT CONCRETE DROP HEADWALL
NOTE No. 1 NOTE No. 2 CONCRETE DROP HEADWALL
SLOPE MAY VARY IF CENTERLINE SLOPE OF OVERLAY NOT TO 0.10' MIN. DEPTH OR AS DIRECTED INLET, RCFC STD. INLET, RCFC STD.
EVELVATION IS LOWERED TO EXCEED SLOPE OF EXIST. DWG NO. CB 110, V=8.11' DWG NO. CB 110, V=7.0'
MAINTAIN A CONTINIOUS GRADE PAVEMENT SECTION. A=2.5, H(N)=9", H(S)=10.7" if 18" RCP 0 2-1 A=2.5, H(N)=9", H(S)=10.7" 36" RCP @ 0.3%�
OF THE CROWN BETWEEN THE CENTERLINE ELEVATION TO (TWO SIDE OPENINGS) FL 1422.08 (TWO SIDE OPENINGS)
EXISTING PAVEMENT AND THE 3' BE LOWERED TO AVOID IE 1421.67 FL 1421.83 IE 1421.69
MIN. OVERLAY INVERTED CROSS SECTION. ♦ ELEV. PER PLAN
SIDEWALK UNDERDRAIN SIDEWALK UNDERDRAIN
CONNECT TO EXIST. PAVEMENT DETAIL STA.15+23.80 TRES LAGOS DRIVE STA. 29+23.38 TRES LAGOS DRIVE
NO SCALE NOT TO SCALE NOT TO SCALE
SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK: TRACT NO. I.P. No. SHEET NO.
TRANSPORTATION DEPARTMENT pFESS/ 6AIV DIEGO,91.070 cA9z„0 30422-1 040242
FESSi /� 619.291.0707
�p APPROVED B Y : Q� ��I,/� (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
`C INTERSECTION OF NEWPORT RD. COUNTY OF RIVERSIDE
NODHEBRINO COMPANY riek�n Ineerin`.com
D A. OT , GOD�p,�w & LINDENBERGER RD. A I"IRON SCHEDULE 'A "
_y ��► Q • �YQ S•" ° "10Mi61 Taman PIPE
WELL
MOT.MARKED COUNTY IN STREET IMPROVEMENT PLANS 2
9Na 33950 Z %0 ca C_ PREPARED UNDER E RE TION F•
Exp.6-30-084Ir / Z Wd Nc.33037 1984 ELEV.= 1425.301 TRACT N 0 e 3 0 4 2 2 -1 o F S H E E T S
APPR. DATE - KHA A.0 DATE: >x EXp.6/30/08 * -
REVISIONS COUNTY CIvIV .P s� avIL .� MENIFEE ROAD
4 7�``�%T D. GO ARD JR. .0 E. 33037
��� '�Of 1.��' 6-30-08 SCALE: H: 1"=100' DATE: W
DRAWN BY: TZ CHECKED BY: RLB RECOMMENDED WILLDAN DA E: �k DATE. REGISTRATION EXPIRES V: N/AFOR: •O• COUNTY j�
FILE NO. "f
6A
JN 1�590-A
DETAIL DRIVEWAY APPROACH
NO SCALE
DIG ALERT
BEFORE CAUTION:
YOU DIG! EXACT LOCATION OF EXISTING
1400-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Callat least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE:
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER MARK
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE
APPROVAL BY THE COUNTY.
R.\d_14590\phase-1\Improv_sheets\4590phfis2.dgn
\\srv-rlbf\R1ckStandards\lplotV10\Pen\calcomp.pen
22-AUG-2006 16.44
■
--��caac� PHASE 1
LEGEND
SHEET NUMBER
UJ
STREET LIGHTS
a -•--fit
STREET TREES
DIRECTION OF FLOW
—�
TRACT BOUNDRY
..•..••-.
PHASE BOUNDRY
---
PROPERTY LINE
SHEET BORDER
PERIMETER WALL
DIG ALERT
rX`IS TJIN r
SCHOOL
PHASE 1-
BOUNDARY
T R 2 2 1 2 9
N
150 75 0 150 300
T� GRAPHIC SCALE 1116-- 49nl
BEFORE CAUTION:
YOU DIG! EXACT LOCATION OF EXISTING
1400-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Colat Isast 2 working days prior to excavating. VERIFY IN FIELD.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER MARK
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE
APPROVAL BY THE COUNTY. i I
OPEN SPAC
�p , Q►
•T 371
�D 0► f • •
iD C►
1 •
�° �♦
345
• •p1,91�iViVl • io <VjpjV j4�j6 1010=63CF14"
�® ®� nfpi�i • ��♦j�
�xiolo101VlolV�o� jojo _ - - f • •�_®®� ®®� f • • _ - piVlVi ��f"
1V
_ icy V g Vl
• • _ _ l iV1Vl 1lViV_.7►
_� � - - • _ ,. 1V1 lViV1V! V1V�Vt vi �� i7
!tc>tTelr . >rr,� � _ fir•-,1w�ltfy '�1 ',�"_ �
�� _ - — -ice. `' ^ n t � ►' � � ' ► ), I [� �� � : i
_. — �, Its ��•►��,�• . - �� ►D c, --- • .f - �: � .
• 1) � �� � ID, CI � v v v � ' � q
_ 1 C)
D�
C
u- f� '�► . �,� � AID C►, , , c� , ��,,.. ` t)
Is
. ■ - CII .: 11 Ili.
1431
r +
tr
ti�- -�%��,• V • V. V ' V, V V a.-�'..vrv'�_ll• - �D�I r� '` ,' • / ` , f"J ��`i ` �I �/•� , • .
® jai
• ,, .� ` • . of 1 Zvir�jc►lvjojolajojojoo -�•�� ®®,� • . ► - o cf • /�
• ' _ plot% • 1p 7 �� �.� �� , . � t► /'
pjrD101 ® • '
• two' jvj'•� viYA�`Af �� • • / O�OSO�O�o %
craw�,w/1r� r� --- -♦ • �•�i,,`� , ROlo f • • • •� •' / 1
•' `' = � to i
_ ^ � •ni��+1''�'� I(,-;, '�0""��1 �•*����s l01010 f-1I ,� � � ' ��
,���i v f •tMtN I � ;�® � • • t..i� y,��' 1J�0 _ �,r ,��firlr� �`:1: � � J.i
f
fa' Wit..-.�.�. �O► ,• f"
—PHASE 1
BOUNDARY
LAKE 3
f f f f • �;�a �Oj° ��� , ��274
too
ARCH CULVERT
ARCH CUL
ACCESS RAMP LAKE 1 VER
j —
x � �+ �..�� �V�• �° \!1 � �� bow
7
LOCATION 344
tt
-----
i- ----
----_-----
;-- T
11
I
450
TU!�5 ST
•••
i
, ' , 'ram`
, � �
I
PHASE 1
1 - 4CFS
0100=13: T5CFS`-- �__
BOUNDARY
SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 FRIARS ROAD BENCH MARK:
TRANSPORTATION DEPARTMENT SANDIEGO,cA92,10
ESSI(�I 619.291.0707
A �Y APPROVED BY: �Q�QF SS�a (FAX)619.291.4165 RIV. CO. B.M. M-14-63 IN THE TEE
ENa1NaeR1Na oMPANY riekengineering.com INTERSECTION OF NEWPORT RD.
p A. pT Q. L, F & LINDENBERGER RD. A 1"IRON
Mw RKW" seaexnento Orange Phoenix Tucson PIPE & TAG MARKED COUNTY IN
No. 33950Z �^ CCU � PREPARED UNDER THE DI CTION OF: CAP WELL MON. -
Exp.6-30-08 �7' 4 ` � No.C27678 � 1984 ELEV.- 1425.301
APPR. DATE KHALE A.OT AN DATE: Exp.3/31/08 st _
REVISIONS COUNTY `�,4rF CIVIY- ��\p _ ��,� a�L Q•�`! ROGER L. L R.C.E. 27678
DRAWN BY: TZ CHECKED BY: RLB OF CA
L\F g o�� �F CI►1.��0 DATE: REGISTRATION EXPIRES 3-31-08 SCALE: H: 1"/A DATE:
RECOMMENDED WILLDAN D TE: V: N/A
TRACT
30422-1
040242
COUNTY OF RIVERSIDE
SCHEDULE 'A"
STREET IMPROVEMENT PLANS
THE LAKES,PHASE 1
TRACT NO. 30422-1
INDEX MAP
SHEET NO.
3
OF 53 SHEETS
R-\d-14590\phdse-1\Improv-sheets\4590phtis3.dgn
JN 1 5 0-A
....... .... . .. -,
- :::::::.: -- - - �; .- . I , - �
��i__�._�_HE.::::l ...... ... :::::[:: ... : ..... - : " , " : .... � ... ........ i.. , --- ., ----- - ,
* --- �_ :::"::::::, :. ::::::z::::::::c::::::: :::: : ;' ::: :::::::: �7714AWFW::: +; 1: :::;:::-:::7�:::::::: - - __ .............. ------ :;:::::::_;:::: - -_�,.��::::::,,::::::::.�::::::::]::::::���.. -_-�.:j.-_�:-_�-- -:H-:I:i--�:--,t.-.-.:.----.-.:-:-: ��__�]::::�:::::::: -1 - _�__�i_-_��__��f�_� ----- 1--:: �::�,:::::::4 ....... 4 ........ � :::::1:::::::_- __ -- : : - _<-,
... . ....... .. __ - . �,_ - I f . . .............. .. .......... - ----- I -------- � ---- ...... I ------------ -, - - ,.:::::::::::::::.:,: * --- - - ---- -�- -- ---, _�_--- - : -.,,__ - , I ,,.::
fT-"__1_4__ - __ __ ...I.. , , 1�
.... ... ;.. " .. ,
., ---,,.-.:.,., ,� .:..:,... I....
il .... 11. .. ...... , . ...W. ..... .�4., ...... I ------- I , - . ..: --- :1 ------- -- --- --- -------- - ----- � . , -1�tl - .":
��-.-_.._ . . ... �� ....... 4 ---- 74', �-, .... .� .., I- . ______ ..."', ...�...,......,........,:.,..-.-".-,.-;....�,,�....".",.�-.1 ......... I ... .......... �.-.-.�....... "I I--, ,.,.,,-.'-,,:*.*.,,,.,.,.r�,-.�,0."--!-,-,------ - -: ............. ...... .. .. ..,.,,....,.-..7�-.,-.,:��,,-�.-.,� . ...... . ....... �,.=. ,:::::::::::: ---- � ------- .11 - . ; ..... ..
. , - � , , - __ *.� . , , "' -----,,---- -- * ---- � ------ , - �.--,.--_--,.-,',-_-,- - t.-...:- -
--- *
... , �. H* -, - ,��E� 7'�_i ..... . E - , ._�. __ - . _
. ..:::::::::: ,:::::::: ..... _�]. ----- ..... __ _T_�_ __ - __ _1 -- --- ------- - - --- H:E_ � - __ _�,
**, - , * -- ...... .1 .... q ...... :::::::.. .. __ ___ - - , I. __ . __ _1'. -H ------ �*__ , _i�.
...... .". 111.� .*-.,.;.:. ..... � t�
� ....... *, .. ... I ...... -.-..---1--_-3q ,::::: :::::::: * - __111 .. .. ... * �_ .:.."I" .., ; _-Q ....... 4 -------- � 'L , '-:::-:::1::::::::t:::::::;:: ----- ':-:::::,::::::::'1 .'_,=�_., :: :::::--:, .... ... : -------- ------- - ------ ....... . .11.
�
.. .. . .. .. .... .�.�.,.`.,.,.",.,_. . ........ - - . ------- > ------- 4 ....... 4 -:::±:::::::t 4 ....... � --�� ....... �..-. ------- t ------- : ...... ,
... . ...... . ... - . i ..:.. : t .., ....:::::::::::: :::::: .... - , , .... .. :� - - : ----- - ------- - -- � .... :::::::1::::::::::: ..... . t ...... :_.*1-.�.,*�*,..4_'_., ... . I -
�.'. I - il.-I-11-l'.".��-,;,."...:.:."":�l,,:..I I I ,.,...�,*.,.��.*..,..,..�"".*.:�,.*..,.,..*..�.�,� , , 11 - .. _�
j... . ,
. . ..... - - ____ - ,
...... :: � A A.Ar -1 --:-- .... �-....
. � - __; ----- - :::::... _. , �_ -4 -------- - _'::::::::::::::::: ___ :::��:::::::2�_:::::::_-L:::: ... ! .... ::: --::: :::::::::::::::;:::::- I - � :::
- �::::: ... % - I ----- 4 ........ * ------ ::, ....... � --------
n:::::::�:::::: .... � ----------------- �m_ § * ::::::i::::::: ........ ... �. .. ... _1
.. - J
. I
.. ... 4- .
. . -- ---- Ir I __ --- --- 114-Wi. ,
.:::::: _ . . , . �.."�."..�,',',,.,-.,-;-.,.�.-,. , , � .. ... 7. _�___! �-,.--'.,.� . .... ... . --""-"",,-",",.,.",-"..,..'�,,� ...... _, ", ..."l- �_ - - ;;;� .. . ...... . .. .. . . _.'1114 . .. ... ,_,i .... . ....... -..-..�,,;.'.,......�....,...'*,..,,,....,...".,..,",...,.....�'..-,��',: .
::,: ... 11::::::::.-::::::::,1':::: --- ------ �- ..... ...... I .... . ::::.... " ...... �L ....... 4-. ..... ...-- � ,t f - ::: .... 4 ....... 4-_.::::: 4 --- `:::::::::::--:::�*_:::::::t:: ..... t ........ ....... :L.- ................ ..... ::�
: :::::�:::::::�:::: _�: ------ __
.
A .:::::: I Ask - :,-: - - ----- ::��:::::::;:::::::z:::::::� :,,::::::::?:::: f -------- ;�� ------ � -------- 4. :::::::::::i,'::::::::. I
- ....... : , _1: ... ...... I ....... ..... : t: . _ - .1 ------- --� '.
- "", I"... - , "..�.".*..'..: 111.. I I'll. I'll - . ..... ...... _". ...�..'.'..,.�..'.".,.'.,..:.�."..�,� '..... ... Im........ 1-14- - _ - ., .... ... ... .. ... . .. ..... � ... ... . . - ___J,_:_, - ...... ... . �---.% .,...,..-.- -:1 __4_.,........,.;..,;,4_ �.
_,��.,Z_l ... ..�.. _ ..... :,.t --,.,. _ , I ... �' - 11-11 ----- - _ -, " -_ ---. --.-,., -------- --- - � -.,g,.*.,*."...".-"",-".,�,.",�
- ___ I ... I _�,' .1 .11 I ... ..... ........ ..... .4 311 --",��".::,,:-.-,--�",..--,...,.",,.----.,-,.--, -------- � -------- � -*: : --- I I ____ 4�:--::::t::::::::�:::: ....... __ ::::::�::::::::;::::::::::::::::t:::::::�>:::::::t::::::: .
. .... ..... 4 ....... I --- - -- ---- : .... .... ., � ..... ------ ------ � --- - .......... � ... ,
:,-,::A1 ---------- I ... ..... �` ---- :::�::: ;;nl :::::, ....... . : ------- -------- ------ _,:::::::::::::::: u__ -:"::,: ': ��:::4:::::::1:::::::::tn .: i: .... `:::::::t::-:-::� .,:::::::T:::_::T:: - ::::,_:_:::_::::::_i: .... � ....... . *
. � ------ I �: '� .. , ::::: .......... � -------- -- V_ ::::::::::::*-::::::::::::::::::::::: : ; I :::::j::::::::� :::::t:::: � � '� . �.-":::::::�:: ::::::�,::::::::;'::::::::;'�:::
... � ..... .. . :- , ..: . .. 11 T , , � - - - ........ �_.
�::F::::::�::::::: ___ __ : .
1
. ..... _ _� ... __- ..-...-. ... .. ....... ....... ` ` , , _� .... :::: .. "
. ----- �:::: --- :,___S;�* .. .... -------- � ------- :::, .. . ....... ----- , , , -1 -L::::=:::: ........... j__J ........ ... I . .::::::::�l::::::::::::::::�:::::::t::: ----- �..
..... 1. __ . . I. - ,::::: ... ........ ...... '. . �,L:::: � ....... 44. ::::1:::::::: --- 4 ------- :, 4. .� ....... � :::::: �_ . . � -------- �7 --------- 11 ---
::1:::::: M 1,:::::::T:::::::� ....... f I : , '. :::::: -'-:::::: � ---- ::: :::::::i:::::::-,:::::::�:::::::4: ------ 1: --- :: --;.: � ----- I ------- - � .....
: " I , . � . , .:::::::::::::: , .
t . : t: ::: - - ------ ------- -------- ----- :::g:::::x :::: --- ------ ------ : :: .. ..... :::::::::::::::::::::::::::: :::::::., � --- -I _L .... .:.:..J7t::::::_ i . ......... : :.:::::::n,'.:: ---- :.: --- : ....... .::::::4:_�_::: . . .... 4 ........ ::::::::,
_ - , ... . .. .... .
------- ----
__
. "'��H�"H,H*H r� tf, . . T --,----7,-- -
"I
� -_ _____1
... ........ __ --- - ------ I .... 4 . , _- ". 1:1V-i1`1'1____7� I, - I... - u.___-,11
. - . � ...... I - ....
... �:: : - - N-..:: 1 T-4 . :::: - 7! Nm.6. ::: -::::: - -,:, ::::::::::: - =: ::: :: ::::: :: ...... ��:::::,, ::�.::: u : :::::: ......... L:::::::,1:::::: ......... : ::::::m:::::�:::::::�:: ..... ` ------ ------ --
::::-::::�-:::::::;:::::::;:::::: :::::::4::::::: :::::::,- � ::::,-::::::-�-:-::::;-::::::r:::::::Z::::::::�:::::::I:::::::3:::::::i::::::::::::::::-�::::::::J:::::::::::::::: - ---- 1� ----- ::t:::::::�:::::::!,:::::::,'r:::::::::::::::: :::::t::: ---- �-:::-:::t -11 _-------------- 4 ------- -INL ...... .4 _.... .ir ... III ................ . V.i ------- I .1
:::::::4 I. 4`1 _1____� ---- . : ::_ ....... ....... ... ........ ...... 1::::::::� 'r:::::::�z:::::::-.��:::::::�,::::::: ::::::::::::::::,:::::::::::: ::" :::::::::'::::::::�::::::::i;,::::::::;::::::::�:::::::�:::::::�::::: ::::::::::::::::"::::::::�::::::::��:::: ---- t -------- � --------
.:::::::,:::::::::::: - :: :: _.:: . _11 ..... � - t .. 5 3 . .... z ........ I ........
P. �: �_-�_�� . ...... , - - . 74:: - "`� ----- i:-,.',.---,--,.-.-'..r�� :.-.A.-...-,-,.-..-- � , - - *1411 I- . ."'i --- n . I
- ._�-.-41 . ........... �___'_�% '�..........."..-I.�"-l.......%..""�l.,-Z-.-,.--.-,...;.;.;,,..,%%"�:�...'....�---,.-.,-- .-....'�''.... .'__>.--_ - . - � 11-11 -- ,',-:.;.-.,-.-;-.?.- 1, _ -1.1 ... ......... .,.,,--
- 1 -------- I -------- --- :�f_1_T.---_--.--_-- . �1. ,.,.,- *.1.1 I "q- 111--1..-..-__1% . .... M"'.., _� _�'� ... .. ..... .,_-.,.-.--.-.-r..--
--- -------- -------- __ . ........ I ....... .. .. . ...... ....... - --- - .��. I � ------- 7 ------- � ----------- :-:::,
:::-::� ` ... 4 --::: :::::::j:::::::4h:::::�, ��:::::::�-:: -!:::::::z ... :: ........... � ------- __;=__ .- ::::::: .. ::::::3t:::::::t-: ---- :t ------- I ------- 2 ... � .... I - -------- - ---
. ::::::: �:::::::3::::::: ------- I --- :::::i�,.:::::::�ls.:::::::��:::::--� ---- ::: . . � �� :: - - - , - ........ . - , ""' I
" ".. ..._._� -_ - . '1� __ .. I I . 1-1 *' I I I , I 1 .. ... .... -,
:=-,��,4-,-,---,-----��,.,:"-::�",-.-.I-,.,,,.,.:I�-*;, ----- - ..: -,� ... ...... - '7' . ..... ::::::::::::::::::::::i.-:::::::�:::. ....... I ........ :::::::±:::::::L::: --- ::::::::: : :1 � m mm
�-.== .I.,
, -
-..,:*:::::;_:::::::�:::: ,::::::::;:::::::::::::::: -:1 --- ::: - ----- 4 --- - 1::::::::::::::: - -------- � -------- i ............. -'� --- -�ew_ ` --- � , , . - �--mmm::::V ------- . ------- I -------- 4:::::::�::::::1:,:,:,::::: ::::::::1�'::::::: , .. .. . ....... . " ::: � �__ ---
.. ..... . ....... � -------- 4 - ----- � -------- ----- ::::::::::::) . . - � ::::::: ::::: :::::::t::::::-t ----- - ...... ::::#:::::::::::::::::: ::::::::::::::::::::�::-:::::t:::::::4�:::::::i,:::::::-,t::::: ::::::::::::::::: ........ �..... ... .... , ::::, :::::t::::::t:::::: ::: ::::::::
-------- � ........ f ------ ... , --- :::.-::::: ----------- 3::::::::�::::--::,--::-:::;::::::::;::::::::�-::::-::�---::: -::::::::::::::::I::::: __ -4 --- - - . ...: -------- j ........ 4 ... .: :"::: .,--- ---- ------ --- --- --- L
------ � , I ...... 1 ----- ---- . ---- ---- �� , . - ::�:::::::1, :: �_x -4 -- ......... - . , -- :
.:: -------- I -------- --- ..... __� ---- _ ---- -- -- � I:::::- r -1- 1-� � � :::::::::::: ----- f_:: : - .- __
- W.- 4�_ .I-,- --l- ..... :::: , "' : � -*-,** - ----- ::, --,::::::=::::::L -'J.- ..
, ,_ - ,
- nz�--_---�, - i-'. .. 7, - �, .,,, .� �.-�_
._,..".`� ,-,n,. -*-. - _�I, - I ..... - - - - - - _- ---------- . i�aq
. T - - 1,
. 4 . 7.-.-.,-.- -
........ ::::::: ....... - ,, - ---i�._-� - 1��i�� .. ...... : - ____ ------ - --- ------ ---------
- ...... ------ ----
.. ` _ -- - -- - - - -- --- - - --- ---- 4�,_-_-_,1,-.-_-__'_ -....-- .. � k - . " " ': __ _ ___. _ :-'1,._,..,.% __.1....._.-_.,1 - - -- - �. -- ---- - - -- __ , , - -- ----. - --- - --- - - :::�� �...,.., �... . "
1-1��.,...,;-..�:�.;.-.,.�,�.-I�-.11�.--.",� - - .. ..... :T"-,.-"...Z.,.-,.,..-,.%.-,�%k.-.%..Z��;.��,�,�.-,.-, %.-_-_.......I,..,..._- - �,'�rl%,-",-.-%.,T,-",-.�,-,,..,. :"-_.__-_.-,.,__.Z ._..........�j ......... . ........... . - - - -1. . � � ......... __ :::: T -1 �.�-- :: - 11'... . . - - -IJ-11: = -7---- ---,',--,--."_-.--,.-.1 :. . I .. . . � --- I ...�.-".-.,.��...",,.,.-,�.,-.. � ....... - _t--,=� ..... .. �.,--..-.t*,._._..-; . n - : ..,..,....,......�ii.....�.....,.Z.... , , 11......� ". 1_.---_._.-.f,--.-_� ...... �,_.�.....J .
��_,��_� _`.='.`.**'1.1=1.'�, = :::::::_1 ........ .... .. - . - I . , I . . .. . , ., , I - .1 ... 1.11-111, I.."'......
.......... 1--1 - ....,......,",Zi.��.-�..".---,�.-",..,.i .. ..... ... .�-... ,'-._'. .., ��_ . . I.,*'....",-, ............ -ii .... .1. ,,, I -11 I-, ** , ..'.'..�111 .. .
-------- � -------- 4 --:-:-:-:�:::::::: :::::::: ::: -- :::-:_:_i ----- ____ .- - - - - - - .- : -----,----- - -, - _.._. .()%%%.c � ... .... - , - � . _��.4 ... 4
_�� ....... � '::::::::- -::::: :::::::: --- ---- �._ - . _: I - :"::i - ------- -------- _�_. ----- � --------- � --------- % -------- ..... _� - ..... ... ...... : �
---- � --------- k, ....... z ------ :::::::: ::::,:-:I--::,:-:t:::::::,,,:::::::�. �:::::::-� ---- ::-:t:-: ----- �:::::::::::::::: ,::.11__4_:: ----- : .4 ... :1 ------- . . - - , :::::::::::: :::::; ::::::: :;: :: ----- - � ---------------- 4. :::: ...... . ...... * .... ....... � -- --
------- ------- ---- --- , - ------- ---- :::::::: :::::::: ::::_ _�. ..:::: -�:.�.�:��:�:��::.�,- ::�.�. ..L.: .. ........ � ----
, ... � - -------- k --- ---- - ------ .... :: : .,; ... :,: - -------- *'::::::: , ::jI , n - ----------- :::::: --------- - ----- " , � - n -------- -------- �:: ...... ........ � .............
. I I __ ----- -- . ... ........ � ........ ........ i:::::::: ::::::::
� --- � ------- � - , , -, - . J1.:::::::: ::::::::It::::::: ::::::::t:::::::� :::::::�:::=:� ....... :::::::4::::::: . P
------ � -------- k . . � ------- 7P ------- , .. . -:::::::::::::::: .. ------ �. - 11 - -4 ----- : .i .. ... I ........ ........ � ........ ........ .',:::: :q?:::::::� ; ........ ........ ------ _.- " ::::::: : `-` .,
.. _.: ;L.: , ::: ----- ------- ----------- :::::-:-,r::-::::�::. ::�: . ..... � ------ __= ;�" t
-------- f� ------ _� _� . .1. ` j - ------ 1 m:=�=��4 --- 1 -------- t -------- � -------- � ----- ,:::::::: � .- .. ::�_::.:: :::.:.:1 ::::::,::::::: , 11 ., :::::::t .r:::::: :::::: ::::: :::::- :: :::: ::::::::
--------- � -------- -------- -------- �- - - .... I __ - , t:::::� ...... � ... :::: _�i-.-_ ..
.- :::::::-�7 . -t._-=� . ... . . . ... .. . � --------- �:::::::;:::::::-::::::::, 2:::::::�,:: : _,%::_::__:�:::::::.,� : ... :,L::::::::::::::::�::::::::;::::::::� :::�::::::::� ---- � ------- _ . . � . ___ . ;:�� __ .-� � � -,: ".. � .. : :::::::::::::::::::t::: t:::::::�,:::::-
...... . w - ., � p : :::::: . -----, - m - 1,1
4:::-:::4-::::::;:::::::; ------- 4 ::::;:::::::4:::::::�:--:::::-�*:::::::i::::::::::::::::!::::::::I:::::::::::::::: __ �:::::::1:::::::± :.jt _V::::____.t ------- � --------- � ------- -------- 4 , �. ------ ** ---- - - 7_ . I
: --- r::::m::;::::::::* :::::::::::::::::::, ,::
. i� 71 ju . . : , _t..��i ..... - .::::::: I I I . I
--- 4 -------- -------- -_ .. , , ..
------ 4 ....... Ili -------- - ...... I ........ � -------- 4 ........ � -------- 4� ............................ � .... .4._.-~*,f -------- zi ........ .... ..... ........ . � ...... ..... .. ....... .
------ � --------- � .......... � ----- 'L::::::t:::::::t:::::A,---- 11 .... � ........ 4 -------- s ------- *: .. _-� ........ ::::::::::, - ........ I ...... :Z:::,:_::: ----- :: - --::::: .,..:::::::: ::::::::,:_::::,_� ... * ---- --- :: --- --- - :_:__.,_Z: --- ::: ....... � ----- :::..:::::::: :: ..... .
...... I ------- z ....... 4 ------ :: " .... ::::* ----- ::: :::::::Z:::� --- --- : :::',:::::::: .::: ::::::::- * . 7::::::::::::::::, ::: ::,* . -, _ ::,: : k ...... �.�_E: ..... � ....... ....... : I ::::::: .... �::: :::,:: :::::::: ,:::-::: :::::::: : -------- --------- :::::::_-,,::::::- - .- : .. ..... � .
..... .... ...... -, - -------- - i ........ ........ I ... ":::: ,:,:: . . _: ---- --- :,:: -,:::,. ..::::: ---------- .... ...... 4.� ...... � ................. ........ .. . .
�. ::__ _ :::: ::"::: ::::::M: - - :::::::,:: -:-:-:,: ,::::::t --:::1 : ::::::::,:::::::: :::: - .. :::::::= -
I . ........ ... :::::�:::::::: ........ ..... .... : ...... ,:::::::' �� . -, " :":::, *::-:: :-: ----- ----- . .....
, . I . . , :::::::.: . .; .
.. .1 .::::::::: .. ..... ....... � ........ �: ...... .. .. . : ------- -------- �� - __ .. ....... �. 1'1'1_1�� ,--.".",":."�'l.""�',�',�,'�'.
. 4: ------ - -------- i -------- ---- � ------- �� ......... 4 ------ :�� ------ ',:::::::�f::::::::::::_ ........ .. ::::::"::::::::.�::::::::t:::::::�r:::::::,,,�:::::::4�::::::::: ....... 4 ... - -------- 1�::::::::1�:::::::t::: ---- t -------- '::::::: * , , - , -, , ,
, , . 4 - .:. _. __? -------- & ....... .. .� ......... � ........ ; - :::::I::: .... ........ ........ ........ ........ � ......... � ......... ::::::::�' J::::::::�
... ........ j ........ ........ . ..... i::::::: . ........ ... - . :::: .. - ..., . . �:::::::::::::: I _` 1-1 , , , , * ,� - ,,-,,.----,- . _11 11-1 . ..... I—— ..-.� .... ... ... 1.11, ... I .... I.,
".,r --- ---.--S-- --n :,,,-.-,,.'-...-..�,:,-,."*.-,.-%,�',-,,.-...-.-,-� __,...ji_, j:.............*11- ..."..'..., -11'....,............".ii......�...�....,.....ii.,.�-..,."-......................,..�.................". .n.-n-i-n. - ,., ` '-:' --:-,--�,�.,:-.=%-t------.---,.---,.L,�,-,.-,.--��---%,..,.----.,-��.,--.----.--t�-,---�,.---�i--�- --- - . . �
. _�j ----- �, -------- I .--::�:::::::,1::::::: ,:::::::, ........ t ..... � . -.!.7..:. . .
. ., I ........ ,,::: --- 4::::::.�L ........ ....... , b .- ---- I -------- ------ -- I --- ------- . ... ::::::::::
------ � -------- � ........ 4 ........ �� ------- t ------- 4 ------- ..... � ........ 4 ........ �____ , , ,::::: - :4:::::::;::::::::::::::::::::::::::::: : ... � .. ....... 4 ........ �::::::::::::-:1,: --- :::::::::::::::::- - :-:: � ---- , , � ------ �'_ :::
-- - ------- ; ------- I ....... I .... :: - --- �-- ':: '-: --- ::�':::::::�:::::::� --- -------- *- .:
------ ,:::::::, , . ..... :::::
* ::: ... M, - -- .. . :::::::,E:::::.:::::::::::: . ... ::::::
f -------- i -------- f ----- -- � �-:=::::, .. � ......... ....... ::::: -:: ...... . ::::::::,, .: ::: :::: � ---- � ----- ....... � .......... :::::::::::::::,::::::::::::::::t:::::::;�:::::::iL I ,::::::::�:::::::::::::: , I `� -------
....... . I -------- � -------- _ , , ,::::::: - ------- 4 -------- � -------- -------- Q -------- -------- ----- _4L ---- � --- -�::::::::::::::::::::::::::::::::::::: - . ... ........ ... ------ :� - ---. � ...... � ........ ........ ....... . .z ......... ....... ----- 4 ...... ::::� --------- i ------- ........ . :��:::: --- �-:-� ---- ::::: ---- I -------- ------ ---
� ---- ;:,Lpz. * . , . 1111111- __11 -1-11 I'll 7., 7.1".'.�:.,.-.�.-.-,-.-.-.-...-,�.-.-.�,.,-,-.-,-��.-,,,-,-., I—— ... ...::..!4 :, 1.1-1-1-1 _7.�7:J�� I ... �... � __ ..."..., .... . . . i� .... ... �: ........... 11.. I'll ........... . - -,
4 ------- - -- :::::�::::::::::::::::�::::::::::::::::::: --- * .... .... .... ------- ------ . i
"j, - ,...;,.�.�, . _.�.Irl.
11:*.**.`.*.:,-. --.,.,.k .--- -, __ '� I'll, .... .. 7 �. -.1. ": -.,.* -.,.-;,. - _- - ','."..',.'.-',,.,.........-,,......, , "..".. %. �.'.' I., : , __,_�� -
- .. - . - ...... I .. ... ; ... .........
:::::*:::::q,::::::_ 1 7 __ _-_.,��. _ZZ - -_z7,!%_-.--= --z--, _.-z- - -1 ------- It., .'.i�_','..�.7",:.� - , - '. . , .,Z- .1 � .1 -.1.
_: . �.:-:-:::::i,�:::::::T:::::::-�:::::::.::::::,::::::::.::::::::::::- -::::::::il�.:::-::-.:-:--::,:::::::t� ------ ----- 4 -------- -
..- I.,�4""..,...--�4.---,-.";.,., =�-�:Z'�� -� .- �
. "" . ..... .. _=t_.' .. .... �. , ....... .,:,;.,....,:_,.k.._-�: .... t.-'.-'._'_.:;;..-..1:� .,...........".,-,......,..'.�."."'.�".".,.-..".,� -- ---- _...-,-.,..' .'. ..*.", -"-.*,_.-1,.% 1-_.-1.,..1 -�_"'�". . _...'... ._, _.. � , _:.��.��.,: "n'-, . -,--: .... .......... ...... - _-_ -'. , --- � ----- 1� ..... � .'*.
..
__ - :: ........ ::: ::::::::1,::::::::� ::..: �.:::::: __., �, - -- ------- 1 ------ -:: .. ::
.
,:::::::' " ` . ......
, "::: ...... I ........ � ........ Z, ... ::::, x:::::::::::::::.4 ... ::::::::,,::::-:--� ------- f ----- ------ t ... :,: .. V :::::::::::::,::::::::::::::: :: : � .::::::,-:::::: ::
__�, ,..,-- - " ., -- ---- -- -- ---- --------- - - �;�.t.;��,��,,-,-,�7.-..-,.-.-..,�.-..-. � - .. .... ............ . - ....... 1j: ....... .."'..'.- -11.�l.-,.-.:�.,,.,,,,,-,.,,--.,-.:.-,-,, -,.�.:-,,-.-_-.�.-- - - 1,1111_'11.":..1.:1111 ... .... ,...._ .:; ...... ...
:�;,_=-,"-,4zz.-_ - --- .. ...... .. �.;I����.,4.-...�,....-,,.-,,,�,, - ... . - � ....... :,--.i.-.--. .. , . -,-§..-_-.-.-.-...."- ------ I.,:.". , I
-."!,-.,-.,�.,�....,..,.%.-"-.- __.'..,.t.:,�, , �-: ... ... 1. " .1.1. I - - . ... .. I ... 111. -1:1 ........ "I .�'..'�.".-.-.,..:-.,.:��.-.,..-.-...�:,-.*.*",.:-,.-t.-.-.---- I ' � ....... ........ ........ .... .." - "I i
1__Vs_1_.1r=_.1 ------- - --------- . 1=1.11 I - - ".." ............. � ............ ::..,.._'.-::,_1_. �_:.... __ _ ....... --- 4 -------- � .... . . . .. .".,."...:,..:.,..:,�.�'..:,.,�.'�:�,:.'�**,*".,...,-�--: . .. ... ::,.:,..,.,.,:,.,:: .... ... '.'= -_,�. -:. -.-.$,::.,Z:.j� ........ 4 ........ � ........ ...... - ::: : [ ------- I ....... . I— ... .
. - __m . . .
----- -:::: ::::::�:::::::i:::::::_-�::::: -- - ------- - - ..... - .
1, :<:� . � . ........ ... ':::::::::::::::J --- IL .... 4 ------ 4 --- _::: ::::: ::::4_:::::::
, , :::::::� .., ---- I ........ �_. ... � .... .4� ........ � -------- � -------- ------ -------- i.* -_ 4 ...... __:::: :::: ....... ........ ........ ....
. .... ---- I -------- -------- -------- � - ---- ------- , I � -------- ........ � ------- � .... : :::::: - ___ ::::::::::::::::::: ---- ---- .......
* ' �-:::::: ::::: :: VIJ -------- � ... ::::: ::::::::, ....... , -
.:::::::�. _1 ------ ------- ----------------- --_ ::::::::::: ,::-:: --- t:::::::�::: __��_:l -------- $ -------- - ------- - --------------------- :., --- --- I .... ........ ........ ........ ........ ..... - -,:: ---- 4 ........ ... .... ....... , ----- 4 -------- -------- -------- I— ----- -- �_- .i.. - _ _:_.1*�'_.'..,_,: ... -.1
. - - . , L .. ...... . - , -::::::::::::::::::::� , , �_ ...... , -------- ------- I ------- -------- -------- .... .
I .
- -- -,;�_- -.-,.z -�, - �r m .. ....... ,-.--.--- --- � -------- - . -- -::-:::--1 --- :::::::::::::t:::::::�:::::::::z --- :-::,r::::: :::::::: ...... :::::::,1:::::::1:::::::: ........ ........ ....... ........ ........ .... .. ... ::::::::: ........
. .. .:,.::::::: -------- � ......... 4 ..... : , " .1 ----
------- �� ------ -------- � ----- : I -------- ) --------- -------- � -------- ----- � - -------- ::::::__:::--::::�:::::::1::: _,::::::::::::::::;::: __ )(�._4::::::::�:::: --- ------ � - -- � ------- �, ------ ::::::::::::::. . ... _- : : " : _
.-A., ::::::::::::::::::::::::::: - -::::::::::. 4 :::: '� - :::::::�:::::::
:::::::1�:::::::t _:::::� :::::;::::::;,::::::::I ::::::::::::::::# .... .. ::::::::, ::::�':::::::��_: --- ::':::::.-4 --- ::::::::�::::::::,:::::::�:::::::-,'L ........ ..... ,�: 1::::::: :: :::: � , , , g i :: 1 __4 ....... 4� ....... 4L ... .
:: --- � -------- � ------- ir ----- " * -------- -------- I ----- 4 ------- � ------- - ------- - - . I ; ::--',-:-:: .*.':: : :::�:::::::-� ----- :T - ------ -------- , .. - ..... _,_.__ , ... i� ............ .
I—— I . ...... I- ,a_-,.-,--.-_ -.=-�, _-. -I 1-w --- �--,.-.,-,.,.."-,�..,...-,.�,:-,..� ... * ...... ..... ".- w ------- . . ..... __ ___ _.._ __ _,-, , �-_:�.-.-..� -,:-,-.:� .. ..... * .. .... ._:�._ .... ....... - M-1 ;4= - . I ,� ,��, ": �,��` "., '.S, , ": , , ". ------ ....'...".11.- .11 % � - .....
...... � .. ... �_ -_-.1i ........... i� ........... ...... . � .1..:..!:1: ... - .: . ....... ........ 11-1. .I,%"--- ��__�._ 1I.-Y1.1-.1-11111-11 I....".+,� ... . ... % ..... �.� . ...... ...... :�.: ....... _. .I......, .... ........... ��.. 1. ... I - 1111 .... I .... ......... I .1-1 ... ... ........ p_.
.... ........ ........ ------- , - , . .. ...... .... ........ ..... - .., ..... ... I .... .... � .11 ..... ........ .........
.... .... :::::::::::: - :::::::[:::::::�-:::::::-,��:::::::�t:::::::,,�::::::: - -------- I --------- -------- --- ::::: :::.: ........ :: 9 4 ....... i ...... ..... ... 4 ---- � ------- - . -'*'.- .*.-"- -'.- -'- _-__ - '' -------- -------- � ...... ::::::::::�:::::::!:::: ....... 4 ........ ....... . .... � . ....... :1,':::::::: ........ ........ ....... 1.* ---
. .:�L_:, ---- . "_� ........ .... . ;u._:::_::::,:_:� L: ----- � ... I --- -------- I ---- ------- 4 -------- - ::::_� --- � --- � _--_ 4. ::�1:::::::: ":::::
.1 , -:--::: .......... � -------- 4 -------- � --- :: ..L41. ------- �__ . ....... -------- ------- ------- ..... ----- :--1:::::::�4:::::: ------ ------ -------- -------- - � ---- :::,'::::::: -------- :_ :..: 4 .... _4 .... � -------- � -------- -------- * 1: -j ------ I --------- - .',: *'::::::: --------
* . "' �._'.'� �:,, , "."', "-"- -- " .. .,:`,_:__,_,' -.1 ....... _4__
`.' -:14F 111 ,= -------- 1-1- ..... -.*. __ ---
. _T
,;;_,:4 "l, , .::::,�::::::: . ::::::::::::: : ::: : ::-! !, , �'. -------- ��--,------,-.--. . ..i.�. . . - -- ------- i�:::::::.,::::::
- ..... Z-11 ------ .
, "", """�'�".".'."-".".T""'..---. .-_--:-..:-�;._-: --------- � ------------- ------- ---%- -1 - �_ .."..-, I ... .... ... ... � I
.��----- � --------- I + .-...T ....... ........ T -------- ? ------- 4: ... I . � -------- --- :::::_"L::::-::J-`.-:: .m ........ ....... .... :::::::::::T:_:: ... ................ �4� ------- i:--::---,'i:::::::i::::::::!::::::::i:::::::::::::: :::::::�:::::::. .: :.. ::::,t:::::::4::::::--. ------ ........ ........ ........ ........ �� ......
. -------- ::`:::::4::::4::--:: ::1::::::::�:::::::!,::::::::� --------- I ------- :-::: , .. . - I % - ----
------- $ . : .... � -------- ::::::::::::::::::::::::�1-::-:-::-:-:-�l::::: --------- , __ � ..... 1._::::_::�t:::::::ft::::: ... ....
:: 1 ........ )� ........ 7,::::::::�,:-:-::-:��--:-::::::::: .... ........ � -------- � ........ � ----- �! ....... 4 ------- ------ � ........ .. .4 - -------- ::::::::t,::::::::,,::::-:::�l::: . � 1 4:::::::�:::::::.-::::::::":--:----..- ---------- -- ------- - ::: --- :::::: ...... �: ------ ��L ----- _� ... 4 ..... :::;::::::::�,'::::::::i�::::-.- , 4 -------- �:U I( - ---- ::::::_:!:::::::: ::::::A::: ----- ---- .... �Ll ...... ....... ::: ........ ........ ........ ........ ....... �
-:4:::-- * - - ::::::::::::::t:::::::t::::: ----- ----- ------- _ ....... :::::::: : �
-i ........ < ::�-::::: - -------- _ 7- - : ---- i : .. .. ----- 1. �-:::::::',:::::::.'�:::::::��:::::-: ::4 L -- I �-._ ----- i -------- � ........ ........ ........ I -------- -------- �: -------- � ......... $_ ..� ....... : -..:::::::::::,,,-::::::::::::::. -
._::::::�:::::::;::::: .,.::::::� ., 4 ----- .T_ - ::::::: - :: m :r :::::::1L:::::: :::::::! -------- 4 -- ------- ---- , .
* .__ . � ....... .
�_,4�. --;a-z� -_=j=--.-.-Z -,,.,�:!.-.�,.-.,.-..,�-,,.-,:���-,,�. ,,.-,,,,---- -.. -- - -- - ---- ------- :�-,:,,�7,-.,,t.:,-,.,�-,4:;�-�.�-,:-.""-�-,,,�--,;., -.--., , I , .? ..... _ _.� ... � ....... 4 ........ -1,1 .. 4 ......... � ....... � ........ 4 .'. --� .-.. '"'" . --...-.,.-.�-.-..:T..-..�..-.�--..-. - -.....:-.J::.-.-.�.-.--..-.- -----� ..... - ... I., . ........ --,-,., ... I ... 11
. I..., '. .-_ -,..-,-&..-,-,-,._ >�;-..,,-,�.x,-,._ _+'__�,, ...... lt:-.� ........ .... . . - - .... ; ........ 1� .............. . .. ....... :1 - - _-, - . � ---- � ----- ...'... 4
.. . ....... � ____ --,--,-,.-.,-.,.".-:�"-.�-..'�-1, _;: ..... - ---- - ------- , - - - ___ - --- - - ------- � - .- �:,__ ' .......... 11.4=1 t- J- .1 ... :__.�... ,.- - -- ........
.. - - ,� �z - - - _11111&1�,-,.--,-,-----*� ... ��_L�_,t ...... �. - �, - . , _". � ,:,, - �.'...� -W.4 ...... _... � .... .,.:. % - l-'l-, 11 � ... ..... . ........... .. ,-, , - -.1 ... � ..... .. " - . .......... . , . ...... :: ............ :: ... . ....
_,._� zj. , =., ... . . .. � ___ 1.z ....... :_ .. ,,.,: I'* ... *.7..'...'�,�.-,;�,i�,,.�-.-�-.,..'%.--,, �� .... ........ I ............. - ;.�.,'�7..i'..��:, � ,,.. 1. � ,; ....... 1 �--,,:,.,--.--'--..,-.---.-i.--,--,,--�:.-,,-,-,-,,�-,- .-. � .>� _+-... .,�. '. '.".."*.'tL�.*. -
.. . I. I , _ -,-I...�-1- -1 � - _4 � .1 .�i - :� ......... I........�i ......... j� . . ......... I ....... ... "",,�.� ....... �'. ".",.,",.*.".*�,.,��..�:1*",..,".,."...*.,*.**:,..*..,- .... ..._ ... � .. ""-.."�1.11'...-�...'..�-�"..Sl�,.,�-,..".�,.,-�""..�,.w --- --- - -- - .111, �_,____�__111_ - ,� - - -;j - -�-- -.1.111. "....".."." ...'...- � . .... 11.1-11 ... 1.11:i ...... .. -, I .......... -
- - ___ �_ ::::�� ........ .. . . 4 ....... � ..'I .. . . I . �, -
-:_:�:::::::� � , , .. . ..... ,r:: . . t- .,:,.1,.,: �: -------- V --- 1� ---- I -------- --- 41 ....... 11 ---------- � ........... ..�... ,.,.,�,.,.".,.,.�$*,.,*�"*.".*,.".*,-�,.�..,., -.,,--- .:. W.mm .... � ........ ... L".".1 ... ........... 1.� .. ... ........ ..... . ........ ........
: ::::::: :::::::;:::::::',:::::::;:::::::I -------- -------- �L � - :::::::: ::::::::::: .. -:-:::- :�. ::::::: ::::::4 ---------- 0,.m::: --- �--::::::::: ----- -------- i -------- -------- ------ ----- ? ........ ........ ........ __:::::::*::::_ : ,_ ----::::::::::1,:::: ....... I . 4: ..... ...w___�__� .... - ------ � -------- i::::::�::_:::::,::::::::::::::::::::::::?,::::::::::::::::�-- � :::7,:::::::4::::::: ... . ........ � � ........ ........ ... ::::-*':-::::-:�::::::-i,:::::::,.,� ..
, ---- 4L ........ I ----- :::F:::::::�::::::::1 :;::: . ........ ........ I ....... .� _:t::::: -- -------- :::::::I L -.:: ..... . ---- -:::::::::::::::::::::::::::� --- I ........ ........ �_:::::::� -------- 4 - , , .:::::: . ......... ........ .. I ..... ........ ........ ........
- -------- , I 1:::::::z ...... . .... ..4 ........ I ...... :7:::::-:: ......... ........ ........ ..
. I I . __� ------ -:::::::t : ---- :C .................. 4 ....... ........ C .... -:::::-,� ,:::::::ft:::: ---- � ....... ..... -
........... . ........ 4 ---- , -- -- ------ ::. --- I ----------- : _* -------- ':::::::� ... 4
_. ------ -- ------ -------- ---- .. - --- ------ -------- � -------- .. � .... ........ � -------- � ---- --- -------- j -------- -- ------ , - . I ..... . .. . --::(. :::: :i5 : , : �:_::: ____ . ....... ... I ---- -------- ; ---- .. ........ �:-::::-�-:-::-::i,:-:::::,�-:::::-:4�:.-: --- � ------- :., ::::::::::::::::::::::::��:::::::: - ...... . ....... ----- � ------- - -- -- --- ---- � -------- - :::::::::::::::f1 �::::- --- - -------- -------- -------- -------- -- ::::::::_,:::::::::::::
._.4. -- ------- - , "" 1", , I - - _____ - - -- -------- -I.-I..",�-.1,�_ z - - - -- -------- - ---- ------- 1* ------ , -------- f -------- �. - ,
. I __ ___ _,_ � .......... ...... . 1 :,�4� 1 .....7.11", _. 1�. 1"..'. �.'_J .... ... .... '.j ........... :; ..... .. ..._.,__'' - 1__._11 ....... 11: ... 1:.:.1:..:..!.1! . ... ... . ..
.. '. .." . .. '�' " " ,= n'i'.'..__-� ....... 4� ........ 4 ................. ........ ...... �
.f ------- � -------- � __� ........ I-W ---- ---- -, " ` ��1'.�=..1'..",_,".': ",
. - '-..% .......... ................ . - .. ................. -- " * ` - . ..... - ��,.,.*-_-._--?,,: ........ :L ....... . ;j-. ..,,-.::. .�_:::..:�:_�::- , 1.1 .. .. I'll �--:�i---,--.----,--.,--i�---.-- :%. - ---�-- �-��,,,��,-,:�,-".,.*'-",�,."�.".-'-,�".'.*'-'�*-".,$"-'.*"�""-.�',� -`�`-**-'-4 ------ :: -:::::::::�-:�J`::--:--- -- ..,.,
--aEia:::Hja:::.K; .4 , :::::::4::::::::,1:::::::: -:_ ..... 4__: , I.,— .. .... �, � , -PR,--- -T :E. t i -f f41SH:-:::,_::::: . � ,.� ... :::::� :t ,
,= '11wwl '-.1 __ .z:,zr,-,z ... _ __. ..i----7--i.- - ;%t-,-': i :t - _�_ __, ,:.:,..?.,_._.., _-;.; ...... t ...... . � ... �...:_--_.� .'. .'. :
-_=t-�:��t-,.=z, ....... C - *------j- i )WI ..-,- - -.--�. : J ------- - .,: ---- _ -- f
, ,� ------- � ...... - -.. 11.Z= - ... .... �,". I ...... .... ; ......... .. -�., . ...... 1-11-17-,"..: .... ....... I ,.: ..... ,."."....' ........ j,,,-,-, -1 ...... 1`111 .... 11.1 ... 1`� . ,. .. - W__ * I **. K, ... .. .. _ . , � vc.,�. !.-J.i.-V � - . .
L:::::-::::::::: - - L::::::-,::::::.Z -------- 4 ------- 4 ........ 3::::: --- ----- :::., ........ ........ ........ ........ � -------- $ ........ �.:::: .�i ------ :�r-::::::7,::: --- ........ ....... --- -------- � ........ 4 ....... 1::::::-± --------- ------ . ...... :::::� ---- ...... .. � ..... � ............ , ,.::::::::::::::::::::::::
...... ........ . � .- W ..�. �� d - ._.*'� ----- 4� -------- � .... . ........ .. ----- , _-� _-_ _-_ ..... . -
:::::::: :::: ------- � ------- � ---------- � -- ------- � ........ ........ ..... . ........ . ......
� :::::::::. ...... ........ I ........ I ---- :::::::� . : ------ -------- ------- ------- -------- -- .
----- -� ------ ::t -, -------- � ..... M, . . ........ :::::: ..... ..... - -------- - . I -.-:.::: k W __ tw :::::;:::::q::::::: :;*.::::::-;::::::,-��:::::::::::::::�::::::::t ----- . . ....... � -------- -------- � . .. ........ � I . .
I . :::::::::::::m-::::::: :--,-: .... : - -------- .. .. : : - ��,_ �:::::::� .. ,::::::t::::::: -------- -------- -------
, ,::::::,::::::. ,::::::::�:::::::::::::::::::::::: --- :::* * ... .,.--.--..-:::�:::::::::::::::::::::::::::::::::::::::
..- -------- ::::: -1: ....... I ........ 4- -:::1r:::::::4 ------- _.. - .... :::�':::::::: :::::::::::::: .
: --- :::t:::::::,::::::±:::-- �:::::::;:::::::j::::::: ::::::::::::::::k:::::::�.:::::::I , - , , -:-:::-:-�1: --- ::: ........ ::!::::::::�:: ...... ! ------ -- 4. -:Z_:!�:: ... - --&, ... I __q 14 _ � �::::::::::::::::::::::::::::: , .
.::::::�4::::::J:::::::: ---- --- - -------- �L ------- � ------- �� -------- : --------- ----- . -::-:::::::::::::::: ----::::�::::::::!-:-: --- :*,::::::::::::::::::::::::: ----- � ........ z ......... ....... � - --------- � ------- � -------- 4 ....... :�. --- :
* " . - , WR .::::::::I:: ,I � !��. ....... :1:::::::: :::::::f I
..... :::k -:::::,'� ---- . . --:::::t:::::t::-:-:�-:-::: ::::::: - : ::::::::::::1:: .- _ .- - *1 --- -�- `��
- -------- � ........ ........ ........ � " ::::-::� --- :::::�:::::::J�t:::::: ::::::::��h::::::±:::: ::::::::1::::::::t::: ..... ... , . ..
:::::::.;:::::::�:::::::9.- .... 1 __4 ...... 4 ... �.�:_� �:,�,*_ - - ,* ...
------ 4 , jz ........ I ------- �___ :::::::::::::±::::: � - ----- t= 4 : � ..... T___,C-�- -
i :::: : L::::::� ::::::::::::::::::::::::,t__ --�:::::::---� ---- :::: �n--::�--::::::!::::::::�:::: __ __ ,�i -- --- - i .
. __ - i V
1:::::::4 , _.�_:::::::1, ............ : ...,_,.. m_ - - .1. Ifft . ... � .�:::::::!:::::::�::::::::::::::::::::::::�:::: :�
.. I
L ------- , i--:::::4:::::::_ --- � -------- .-`::::::--L::::::k:::::::t -------- - --L:It - ------ � ......... 4 ... ::::::::::::J:::::::::::::::: ------ ,m:::::t:::::::�:::::::- 4 -- , t::P1 I :: 4 - ------ 4 : - 7 - . .. . . ....::::::::::::::::E
- ,
� ----- 4 ......... � ....... 41L ------ ::t--:::::!z:::::::t:::::::-,t:::::::4,:::-::-::::::::::::: ---- � ---------- � - ------- �� ------- +:::::::;:: --- :t::::::_. 4 1:::::::: -:--::::;:::::::::::::::::::::::: -------- �� -------- � .......... ........ t-::::::1::::::::::: ----- � -------- � ----- ........ ...... :: SZ, . .:� ..... t --------------- :t: ..:::::! .� .. , t::::::�.
. ------ f -------- � ........ I .-:::--: --- � ----- :::::::::: .. .... g �
-., -- ,�il""I.r--,V-!�.-.,��.-,--�,�.11.,",.I __ - .1.1 1� ------- ------- r - -- ------- ------ -- -------- -------- - -------.*,-, --*I-,-,-..- -..�:,...��.-.-,�..i:�"..44.1.4.?f.�...�.I . .. .. . __ - _- - -- I - . I ----- - ......... ................. .... ... ........ ...... -- ------- 1..�:,.., ......... :::::�: 1%.'.:.:.-.:,-, -
. -
� . . ,
"..- _.�, _-_1111_�_____-*-1-11 . . .. I 1-1 - - . .-...:. .......... - __�__ - .. .;� ----- -------- - - -- ----- - ------------- . .... I ... .. "I'll. � 1-11, - ___ - �_, ,,,.,,- _'........:'.., ......... �'.,.:.,.,:. .'."'1,717:..�.1'.'.'. .11- �'. ... -1.1 ... 11
,
*
.. ....... . E - - --,-- r-=.-�.. . . ...... ------ � ...... .. ;,_A.-. �`�,�� ......... . . . ---- I ....... � ... .:..m..� ........ ..
,:::4:::::::.-:::::::;::: - - - -- - -�! - -, �:: ----- � . �__ . . _-.7.. i : ---- � ........ I ........ ........ .......... � - � ........ 4__� ....... :::::::::::::: -:::::::
- - - ,.I, ,,, " .11 .. . ..... � . ....... .- - �- �... ____ ,
.-. .c ...... . : ..... . ..... , �� .. ..... _2, ....... :_� . ........... t___ .. ..... �.'...,.:�.'�:.,.:"".:.,..-.�..-...-,. .... ......... : ............ ... . ...... 7.�_.--." 151"', .. I - ��' ...... . Z,�.,_ ...... I'.,. *..",.,., _� ....... . 1..� .......... .... , .. ...... _ ... '.",
...... .1 +
- --- ------- --- ::::4 ........ � ....... ...... - . . �gi . --- ` L ':::::::: :::::::: ::: ,
-------- -------- ---- 4 ------- * ------- 4 ------- 4 -------- � ------- i -------- -- :::::: -'.� . ...... . � ------- . ---- --- :::-: -:::-:::.-,-:- :: -1 I ------- � .
._�_ ---- 4 ------- 4 -4 ------- j � -------- ---- ::::,-: --- :--j- -f-E=-T----7 --- = -- ------------ -------- -------- ___-_n�..____,.__ __ -� -------- i --------- � - ------- �._,.:::-:-:-1-:--:::: -------- -------- � --- � .... .... :::: -:::::::�::::::::��-."."�'-.", . . ::K: :::: . - --- �� - _', � ....... I .... � -------- - ------- ::::::::,::::::::-,'::::::::�,:: ..... ..... � .. ........
.
, .L::::: --:-:::i::::::::::::::_ , . 4 :::::A ...... - --
.:::::::� ::4 ..... ............. __ : Z,:::::::: &:i If ::::. ::::� ::::
--:::�:-:::::4:::::::;:::::::4 -------- g k::::::::::::::::::::::::: --- :--�,-:-:::J:::::::: I .... .ft:::::::�*::::::::1::: ----- :� --- 1E ------- 4 .......... jnwi ------- �__ ... ........ .. _::::�:::::::::::: .... :::::�:: --- ::_T: --- :__�___ ----- I'. 'L ... ----- ._� -------- �� ----- :C:::::1::::::: :: :::::: -1 ---- -, ::::�::::::: :::::::::::::::�:::::::��:::::::� ............ � .... _� .......... I
.. I � - .
-
.
-
. ---- --- � --- f *� .. - �-... �,�.,�.>X,,�.11�..�l....'.......*.-.-."".,�.,. ____.. �.-*. - -.-.-..-.-.,- ___ I ..... .1 -.1.11 t� -------- �.-��.-..-.�.-,,-,.'..',-,..-.�-..-�.-,,�.- .: ........... ----------------- � -------- 1-
... .4:::::::;:::::::: .t . � ..... ...... �,�"..; _-'�.�"...-.,.,-.,.�..,.� .... � � 1--.11 __ .1111.1. ld__ ...... C J ---- - . . - �
, -- , . :::::±:::: ::::1:::::::i - i�:.
.1 ------- � ....... I -------- 1 --------- . ........ ........ .... ---:::::? --------------------------- -------- -------- 4 ------- _. .. -:�::::::::: ---- --- A2.1n- - i ::::: ................. .... ---- 4 --- :::::L-: ------ � --- .. ... .... . . . .....; ........ ... .. . ....... __ --- I ---- � .. ....... ....... ........ .................
1 ........ ........ ........ ? ---------- � ------- i -------- f -------- � ------- � ------- . : -�,:::::�:::: ---- -------- -------- ------- :�: :::::� ......... :::::::J-::::::: :::::ft
-::::: :::::::�-:::::::;:::-- .. �:::::::t: ---- ::':::::::-.. -------- �---,::::::::::::,§::::::::,�::::::- -------- ----------------- -------- ::::::;:::::::�-::: ...... 1. - ...... ...... ...... - _ :: ........ 4 ----4 ------- 4 ------- p._,_,__,..� .--; --------- � ....... .'-.-,-..,.-...�4�---.-,-4-"4-",��,,,-,-.�,,.-,�,.-.:.-.:,.-.-.-'� . . .. -- ----- � -------- --------
. ..." .....
. .
. _1*11-.1._ - - I - . - . . . ... .. 7 .. ...... �.-.-..' -,:.-... . - - -, -- --- - - . .... .. _1 . '1._._1.._.!.._,_- 1-1- . .. �..:..-..� ------- � ------- __ I -:*.':*.*.*.'*.*�'.'-*.�-.',-*�� --- , ". , , : ': - .
I - i�-- --��--.����,�,,.--,,;�-.-,,,-�--..,,,,,,,,�-�--�*��.�-."*.,�,-- _ _,_..,:j . .-I.X11,111- .- - ..., - *,.:_'.-.�":,.,_�'._'.'.'_' , , .. . . . ........ . � ...... ...... ...... � -------- � -------- �_ " - --::::: ...... . ...... - ....... i ..... :..4:.::: ... , - ":::::::: .� _� ------- 4� ------- 4 ------- ........ ........ � ------ __ -----
_�_ ... ----- 4 -------- � , '. I " ,�_:_ ,_
'. - _-.i-,.-_-,--,-,,, -.-.,.-.::.7.--�.::.-.-.-�-,: ( .......""..........,..... .1 .... - �-� -3 I � I. -I,.,"-- .� ........ . .�
-------- � --------- - ----- ::: :::::::: :::: ---- :::::4.:::::::!,::::::: __K -------- _._-.L_ ----- �� ------- -------- -- ::::::!I::::-:: ...... :--::'---:::::::t:::::::,*�.--..---.---.- .... g ------ :1 -------- �-::::: ...... .... ----- �: I :::::� ...... ........ :::::::: : ------- - -::::: -_-:: -::::::�- ---
i .-::::::4::: .... 2 - - .. _ . . .... � - - -- -------- � -------- � -------- s ------- ::�_==_,,�= '.*.*_'*4**_� .. .... :%_,___'1* .',,§� ... .. ... .... . i: -,----4--- -_-�� 1>1 *=-_]__, ,-,-,_� . 4 -------- � -------- -- -- _..:.'. _,_",_,�'_�.,.,y,_`.,., ---- ppm 51 ::�:::::::I: :__:: --- � ---- � ---- - n-.=11� �_ - -_-_--��`_- 11 ". .. .',`:::::::: ::::::::
- *:::t:::::::;:::::::�1 ::.t� 4 . ------- �,:::::::3::::::::4:::::::: :- � . =j ... � , :Ae" QJ -.-: --- i -::::::: ---- :::: . . :::: :_ �-----qR- ----- .. ------- T :::::::7L:::::J,::: :::::::::-, . m : :::: :::::::: :::::::: ::: -- ------ :t --::::;:::::::4;:::::::� ::::::: :::::::: ::::::::�j.::: -----
...... I ....... ....... ... .... - ------- � ........ ...... - , .. ----- ------ � ....... � ......... I ....... :1_::_ .__ I ----- --:-,-: - ------ - 4 ---- .. ........ ........ ... * -,
._�
.:- :::::: . ........ .. ... ::::::::t:::::::t:::::::�:::::::t:::::::I:::::::I -- - � -------- f -------- ------- ----- --- I I % -------- f ---- � --- � - :1:::::::� 11, :::::::: : .0 ,:: ...... ...... ,� ,:::::::� .... ....... '::::::: , .... 4 ----- , " :::� -L
:::::::�:::::::_� -------- -------- ------ : . i --- :::::: 4 ......... -� --- :-::: ---- :::: :::::::: --------- ... � ::::: :::::::1:::::::: :::::::��:::::::: :::::::: : ..::::::::
- # ---- 4 .;r ------- I ....... __ :::::�:::::::�:::::::::�::::::::Z:::::::� .... :::t:::::::�: ----- ::::::::_4 ------ --- -------- - --- __ In, ........ . :::::::,::::::::,-_:: :::t .- � ,-- .......... :::::�.:::::::: __I--- WT -- -- -- ---- ....... ........ ........ ..... .. . . ::
0 -L -- - -------- � ---- --- .. . - --- - "
� . �_ 1..::. ... $.111.11- _--,.-,--;,- ..... I .- ... 1� I ..... ... "I..' .. .".....""...., ", -.1- 11111.1.
.., � __ .1 ., __ -.1-11.1
: ... ....... ........
... � ------- 1:::::::.': 1A .
'* ...-- . : ----- - `::::::J,',:::::::::::::::t D ------- 4. i � - :: 'j. , .... ------- f__ ---- �, - - :-.,:-.-: �:::::::,,::::::: . -,-,*"* ........ ........ .......
.... ........ ........ i ------ :t:::::: :::::::;:::::::; ------- -- -------- ------- --- Z, ------- -._I: --- ----- __ - --- � ....... i ... ---- - ............. � -------- * ----- ::::::::::3::::::::�! : .
-::::: , ----- ------ �::::::::::::::: ::::t J .::::::: -------- � -------- -- .L- 4 -------- � -------- ------- � ----- ..... :::,--::::::: --- �t ........ ,:::::::: : _W_::-:: ........... ........ ........ ..... :: �_ . :::::::it::::::t::::::: ...... 1 -------- . -:--:-- -:-:::::�:::::::- . �*::::::::::::::::::::::::::::::::::::::::::::::: :::::::,�
-- , ....... Z ------- �� ........ ..... , , �� I ..... I -------- . , . ........ .... 1 ------ 4� ...... . -, Z., . L::::::: . ---- � --------- � . :::::
- - 4 _� --------- 1 --- � --- � _' ------ jL_1 ----- 4 ....... :::::: ... I ---- ---- 1 , �
.,
.f,;�;_ m,."r.=f�* - """ .,-�.__I: .... ......... �__ 1.1-1.1 . -- -- "- - --'- -:..-.--.. .- ,',,.A ., " .-� ------- I-— " - .. ... - -, ... IV i . ........ � ....... ::`_:::::::::::::
.
, ------ -------- 4_-�,-�_:�� � , ,�,�,_ .'�','�_�: ,.,.:,;.,-,: z..--_-.,.�� ...... - __'. � - '10C. - - - , .:..� ... I'll 1."'* .... ....... "'....... - I
.
z7 ,z. _>_>_,_,�.�___, ------- � ---- :::::::::::::: i5Z :*.: ... -1 - ___ -
. ., :, :_ : - -:::: _..�._.7.:_,.:. 0 -:�.. t E2._ .. ... .. . .. �'if. '�', ..:_'__.-,_ -4 .......... �: ...... ......... . . .... 4 ... � .....
. �� , , s: '_ 4 - , . .
:::-:j -------- 4,.-.-_-_-_*:t::: . 4--i.10 --- �,.--==.:_ -. __. .. __: *L:: ----- : -,
r .. ..... t,-,��_-,I�Z;_',,. ::::::j . ... .... ...... I ......... I '.
.
...
... - ---
. ::::::::::::� __ : :::: 1 .... . ...... _.- ----- ........ . ..... I
-
: :::::::I::::::::�A:::::::4:::::::: :: ... �_ ----- � ------- :::::j:::::::4,:::: ---- ------ ........ ........ �::::::-: ': --- :- - . _4 ------ _4_ ------ � ------- . ...... ........ ..... . .....
* ... .. ........ I ....... ... . . .1 ........ � ....... ::::::::::::::::�::::::::;::-- , ... :: ...... : : : .,. :: ......
- ---------- � ....... ----- :,l . . ...... ...... ------ ----- j� --- --- i . �:-.:t: j - - . . ..... . :t.__,_-,*,.'%-'...-. .. , ..... ... 1. .�",, . . . ............. I ... ... ... w ......
::::1-:::::::.�:::::: ___�,,_�.. - ------- ------ z1-;-__..J . .. - --- $ .... 1�i ..... _� ----- : 1? .� : - , 4 -------- ----- 11 ....... 4 -------- -------- --------
, ------- 4 : - -------- -------- ----- - - :--::::�:::::::k-::::::;�:::::::'�:::::::: :m::mm::::�g_-:--__- .... :,1::::::::::::::::, .... � .........
.11, 11 .,.,... .� .."11.1- -1. *."'.."'... �_".;-.�.','.',.'.�11 ,".�
. . ::.... , :mc 14. 'a - . : *.k I . . 4 -------- -------- -------- -------- -------- -------- ------ --`::::::::::::�:::::��::::: - ..
- --- : -: --------- �-:::::::::::::: I , _: " ""*"*""""*"""*"""Y"::-::,-,,�---�*,�,%*-".�-:--: 4 ... ... I ------- . .L�_: ----- 1 ........ ........ ........ ........ E -� -----------------
-, -11, ___ tt� ...... 4 ------- =% .1111.1 __ - ...'ZZ., ..... ....... . '1_1'1-"_- 4- ,V-- ..�..,.. .1- ... I ...... ......
�:::::::',1:::::::1 � : ':::::::::::::: _: --- i :::::::::::::::, :::::1�:::E 6::: ; ---- : _- �. .. :_ :::::::: - :. - - -------- i ---------- � ---- ----- L::::::':: 1:::::::1::-::--:': .. - ...-
.. *%:� , 11 k ------ --------- � ------- �-- [ ----- �."- .
--- � .. . -4 , __ _�'J .,
� � . ..... ��- ,...4.., 1.1"..."I"I".�1 ..":" 11 ... �,��-1111.-.,, ...... ..*,.: " - �� -..,..1�,_. - . . 1.
.
-------- K � __ ._�n.*_*_ _ , - 1_im. �� .,
, ,-,-, g::::::::::::�::::::::::::�.:::::::t:::::::;:::::::t,:::::::Z,: " :::::::::::::� � �:::; ....... �.. ,::::: : . : .::: " , . .... . : : :: 1:::::::: :::
. - - .
. ..7:.�, 't ,
__ . f .. mm - . . � I ;;;J F. 3 W-.:::::: ::::::.;-::-kA&: 1::::: ::-:: __ .. I ::::.0 0-:: - :::: i:::: vnl ::.. . - - :.. . i.'� ...... ........ .... " , ::::::::, ..... . ::::: ::::::::�.::::::::::::::::
,
- -::::g ±::::::::::: - '1:::::::41:::::::�::::: ----- , :::::::;::::::::::::::: .. , , , :: : ...... . '.... .... : __ . ': : I'-,-- : ... .... :. f_ ............... :::: ::::::::::::::�:::::::� * 4���_�:� `*
i ....... I :::::, ..... � ........ ........ �:::_::m . :: :::: _., ..... ........ � :::: :: t ±::::::
- .
I .t _� * I . , --::::::: . :: I :Waj.. r,--- - - ------- 4- , ,::: ...... �.�. � ... ... i -------- i ----------- I ............ i .... ::1::: ,:::::::4::::::::..!::::::::::::::::,,::::::::::::::::;:::::::::::::::-� ........ j� ........ �. I -------
-*
4:::::::�,:::_ ::::::: :::J ._,:::::::::::::: ..--.: . i � :::::::.::::::::::::::::�,::::::::,�::::::::., �,L:::: ... 4 ...... . r-1-F4 - -3 . . 1. I : - ---- 11d i � r. - . .................... .......... .......... , . _4
:�:::::::t:::::::1 , t ::; I . , . .. ; I _* I - : L Dw . :::::::;::: ... V :r�g . . . : ::::::: ::::,.::::: I
.... :::: ......... � -------- � -------- �L ... � .... ? .. ..... .... . . ...... .. .. - ----- 4 ---- r . .... ....... ... - : . ...,:n: : ::::: :::::: . .. ... ..... I .. . ...... .
... * ... -------
::: ----- ........ ........ - ....... ........ ... .... ........ * , _ .... :::::::, . ::::% .... *::: ........ ::::::::: ...... . ..s..::: ..... 1 -, -rl,.+:: ...... ....... ...... IXT .. -.+:: -1 :::. -:: :::::::� . ,::, ::::: .:::��.:: .. . ...... --- :.1 ....... : --- : ..... k ........ ........ I ........ . :�:.: � ....... i --- ::: ..... ... ....... ...... - � ----- �:.::: . ........ ....
:,� .... I ....... I ------- __ - __ I ..... : ........ I ------- ------ -------- -- �_ _.:��__� --- - .,:::::::!:::::::::::::::: ::: .. ... ....... . . :::::: ::::::: _m_ TY tn: �Ir- : ..: ... ::::: ::::::::::: ::, : . :::::::: ...... -::: .m .. ........ --- --- -,:::.v - -:-:-_ :::::::: :::::: - _:,_:::::::::::::,:,::::::::::: :::::::: :: ::::::: - ------- r ----- %::::::: - -------- :: :::::::: -- ------ :.::::::: :: :::::::::;i::
..... ; ........ � -------- � ------- .� -& .� -------- t -------- � ---- � ... � :::::*::::::t::--: --- :::� .......... ... 4.:::::::t:::::::i',:::::::t:: :1 ----- .. ....... I.::.,Kr. CD__ ........ .......... � 1 � -----
--- f , 4';:::: :::: 4::::: - - ------- :.1, : 7, , , " '1�1 : - r-: ,_ - � .... ....... ---- ::::::: ,:::::: :::::::: :::::::: - I.-- -.1.11I.I....w., � ,i___.,
,_� ........... ...... -.,.,.,. , = ,�� __ 1_1111.111.. .. , . .
_'T__, .4 -------- -------- ---- - -------- � --------- --- ...'� ... � --- ---- q ... ... :.--.,.-. �- 4 F "' ..� ... ........ ....... ... � ... .... j�- .. - -1 ..... ,
-------- -� -z-2!�-:1-'. 'q ,x� ..,-.,.,,.K . . .... - ,.,� - - .1 .... _r .% 4 .'.'�..",.�.",.,.,�.,:.,.,:,..'-.�-.".,*� * :::�::�"_, .... ........ ::::::::::::::::O,.::::: --- � -------- ::::::::::::::::��:: :::::::::::::::::::::::: .::,:::::::::: :::.::::::::::
: ...... 4 -------- iE ::::�.::-::::: ---- 4:::::::3-:-:-::: ------ ... ... :: ----- a ---------- _. .... I ........ :: - . ...... 4 - . ..t. , .
V -------- i -------- � ...... .. .::::::: ... ::::i:::::::::::::::::::::::: ................ � � ........ ........ ...... - .. ................. ....
::-.:-.�l:::::::!:::::::::::::::::::- ��:::::::Z::"*"I:::::::t:::::::�,::::::::t: ------ :±:::: ... ... :-.::::: :::::::4� :::::::1::::::::!:::::: : : --------- �� -------- ... . .... 1 :.iii. .� :::::: : ........ --...*-
.... . :::.�::::::::�::::::: ::::�,::::::::,,:::::::::::::: .
, � , -:::::::I:::::::: ----------------- --- .- I :::::::: ---- � ........ . --- � ::::::_::!r!% -::-::::::--::;--:::::::::::::::
: -� ::::::: , _-, . ::::::4 ------- jE_:::::� , � . .... .... t" - - ..
.� - 'm 4__ � ..... � __� -------- � ------- - . * �� --- � �11111 ;,-:
� ... � ...... ....... . _.�� ::::::: :, .":.". ... ...... I.
------ t ------ I --- ------ � ------ I -------- -------- -------- � ::::::::. . - ::::..., ______ __
:.-::::: ....... .. .. ........... .... _ .... .. : .. ... ....... ........ ........ -- - ----- �_, - -- t A-.�,-,.-��.-J ......... I ----------------- ---- - "1%%�%..-.-.-._..
-------- f -------- - ----- .� . : ::
�__-_.-.�:,._-:,.,_, -4�,--.-T,-4i.. .. .1:.11111',_- I..",.", -.1..... ':41 - ""..7- ,
I . � ----- 7.1, --------- .
-:,.+-_#.-,�:_ zrz.-�-:�_,_ ", ..... -- ---- , .��..-,.�-.�:,�.-,i't�,,-,.--.,�-,--,,t.-,---,-,,,, , . - + ..I+,-- - -,"'. , . ------ �------.,j--.---�- . ,_ � � -. -,.,.--,-_-.. - --;,�--,-,-�;,-,.-,: ....... . .. _�._� ..... .. `1 _,.-- %--- 11 - , ....... � .........
1, ,% 1-1.1- 1 , ,::::::::: - - 141� � - , ., 1- -11 __ .. ... I ... ..... ..... . . . 1.1+111-11 � - I'll- _x7_11..1.--,11.'_ ....... � ...... _:_.� . . . ... . :.�,::.:+. .. :1.:,. ..... :r :1-1- ...... %%�% ......... I
- = ._:.� .. __ . .,..�:� �*,.: , , - . . . "
, . w . ....... � ........ ..� ........ - .Lmm_l._:.m .. . ..... .. . _:..' ..... i� ........ 4.1 ... : . .... ........ ....... :::::::::m:__::::::::::::
, - __ - * ':::::::: ... , , ... 4 ........ ........ ... ....... ...... .. .... ...... � .......... � .... ::::1::::::::4:::::::: ::::::::t�;t:::::::: ::::: ::::::: ......... �� ....... � ........ ... ..m ....... Z::::_1.�-.::::.',::::--
:::::::,�::::::-�l:-:::::t:::::::;::::-::;:::::::f:-:-:-:-:-:-:"�: ----- ::::::::::, ------ : :::::::I:: ----- 41:::::::t,:::::::J:::::::4�::::::::::::::::� ... ....... ------- 4_1:::::::;::::::::::::::: ::::::::::::::::�::::::::::::::::::::::::�,::::::::i:::::::,�:::::::�.�:::::::: t --- ... -- _111111-111111 . ::�::::::::::::::::,::::::: ..
- . �
. ............ ::::�,::::: --- I _-7- : . _::4 . . . -4- -::: - . -:-::,. 1__::::::::::::::;L::::::: ----- � ---------- � ........ � ..... ........ ........ . . -_ . .,:--:-:::::::::::::::::::::::::::::-.---.::::,::::::::::::::::
----::::: ::::::I:::::::::::::::::: -:::::,+::::::::k�:::::::�:::::: 4:_ . ..... ::: . ....... :::::::::::::: ::.::: �::-::::: ......... ---------- ------- t-,:"- ............ : ...... - ..... � ___ ,.,.-.-.:. .::::, --------- t_
------ ill ------ -:::::---I::::::j - _. ....... ------- 4�_ .. . I. . . - , . --- :--:�-::::::_1L::::::-jt -------
------ �: ........ �.. ::4 :_ -1:::::::,r:::::::�::::::: . * --- I - ....... 4 ........ � ..... :::::::7�:::::::4-:::-::-� ----- ::::::::_.,., .: --- :::!:::::-: +_::_ :: , :::::: :::::. :::::::",:::::::-:--:::::�,-::::::::::::::::: i , ----- - ------ ------- - --------------- I
, -, ...."". - ..:1..1..1..1.. I . ........ . - "I'll" 11 ..... I ......... , I 1. '... , .:.,. - .41 � - -� ww� "_1.11..11.1:. -1-:1.1 .. ...... I., ...... -
__ .� , +_ ... . .1 , ,_,�->., , � ----- . . ..... - I -11". ,� .% - .. V
- � I -------- ------- �� . .. ...... 11 ..... .... � ...
: -:1:::::::: . --�4 -------- � --------- f -------- - ::: ... ........ I ........ .. ... : ........ I .... ;;;;;i .. ....... 1.�.. ........ ; --------- .: �:�: �. ----- _-r.-._� =.H��:77=.= ........ ........ ..... � ........ 4-.:-- :�: ....... ::::::::: --- _� ....... :::::::::�::::::::,':::::-:-,,:::::::k:::::::�:::::::,L::-:::-;�::::::-:�:::: ... ,:::::::-:::::::::�::::::::�::::::::::: ----- -------- � ---------
-- ----- .,: .... �.W._�. , I- :::::::�::::::::::::::::::: ..... ........ . . ....... �� .... �.:: ........ .. , ::::: ... � ..... -� i ------- ------- ---- : .... �� .... ��.�-_�:._:._ �.�!.:. = . . . ........ t ------- ::,:" :
11 - - I-, 1111'1.�� - : �t . ...... :-,,_--- ,,, .. ... - 1 i� ...... ,..,�,"...1 . .. .. .. .,,.,., ..", .1-
,-,-- - - - - ".." , " " f '* � � . ..... 1'� .... MT . :� , ,
:, ---- -- - 4 - -i -------- �._ .,:::::::: --- ..... : ...... ....... ........ ........ ;.111.1111:. .I.N.- ,+ - :.,. ....... I, . �.".. -11,11.1-- 1_'.1 ... -1-......"". '.'.'.1-.+, ..'..".i: ....... 1-i ...... I .�� .... I ...... .1.1 ... .. ............ ... ... _.-.".-.� ... .... .......... ... ... t -.11 . ......... 11.1
.
. . .
- - ----- I ------- �! , , �, - ...... %-j�.-,7.,-.:+.j�.-.'_ E_ .... ....... -------- ---- �---4 .:+7 .... . .... - .1. - .. - #.-.-__..- .__-z_ %..- ...
.";Zll ....... ;_#,,�;,= ,+ � , ,---- _n= _-_._. _'__`__` _,__,____*.'__` "., '...".I....1.1 .... �. 1.�.11.1.,-.,,�,,.,�*",.t",Z;�;3��z�, E, , , .:�... "., , . ... . 11 _1 -- .�.
:::::::�-,:::::::;:::::::�-:::::::t:::::::;:::::::I:::::::J ........ � ........ i ......... � ... ::: -. -. I ------- � -------- 4 --i ...... ... ....... I..:::::
14 4 ------- - ------- 4� ------- 1__:::::j:::::::3:::::::T ........ ........ � ......... L.::::::-t:::::::: ........ I -------- --- ::::4�::::::q;::::.;�.. ' � - ------ :::::::: ............ *****t:::::::_. " * - ........ � .... � I ------ ::t:::::::.4� ....... �_ ... __1 -------- -------- t ----- '::::::::::: .... ........ .. � ----- 9 --- . - , I .... ........
,
+ , , , - - ... - ...... * , ,::::::::��.'::::::: - . , ...... � --------------- - ------- , " . ....... . - 1'� ...... ........
-1 -------- � ------ ... �4 -------- -------- - - -:� = - .. ..... . ....... 4 .......... ...... � -------- -------- _ 4 -1 -------- -------- I ........ ...... . �_��::::__ ---- ---------------- ..... � - -------- --- : . . ....... ......
- ... � ... .........
+r 4n__ ,,.�._ .,,�-�.�-.�.-..-%�",,.-.It-".,�-�-1--"-"---.', ,;- - . ........ ..'..".1.1, ....... ........... , ,Wrl.. -.1, . . ..... . .
11 + . -, . ��...-",.�----"-,-",,,��,�",w " ..... ..--.,. ... % ....
. . - -------- -------- - :::::::�1::::::::::::::::
.. ::::: , - ..... ........ ........ .. :-:-:-,-:::::::t:::::::t: :::::::;::::::: ----- -------- � -------- ,::::* -------- �--:::::T: ... t , __ -- --------------- 4 -- -------- -
- . � ......... L
... .... . ,:*:. ** '� . . ........ ..... ......... i:::::::-,1::::::::.+::::::: ........ " , , , , - I +
..... .. - ..... � ..:i11 ........ ij.-,_.,__- ,.. - +, -�*.*.*.*�".,.,.:...",-...�.,,.,.--.,, .-I" -1 "' _�,_,-.�.,_,.1:_,�.,:-..�._,: � ..�. V111- I . . ...1- 111-- I 11-- -
. - % - , �L -1 ---- , -------- ------ ---- ----- -- -- - --- - ----- - ---- ** , . :`.--:�:.--�.�.'I -----
:::::::4:::::::;:::::::;:::::--�� ----- ------ 4 ------- ,_::::::�-:::::::.t:::::::t:::: ... ,'It -------- - ------- - ------- - - :::::::::::::::: n::::::J,r:::::::i:::::::: ,:::::::: , __ :::::::: .... ::::::::,::::::::*,':: ...... � ........ ------- 4 ........ 4 --- � --- 4:::::::�-:::::::�:::::::n+::: :: : ::--: _ '-:--:: , --- �_: ------ �,:::::::.-t::::::` -------- ... ........ ........ � .�_ ------- � ------- � ---------- �- . � ---- -:::-:::t::::` ..... :::24 ....... ::::::::::,1::::::::1�:::: .... ........ . _ ---- ------- ....... ........... �."___
. 4. :::::::I:::: . :::::::;:::::::: :::::::: ::::: - , ::,.::: .... � ................. -- - ..: - __ I ... ::::: - - , , , I :::::::.� ----- ----- 4 -------- � ........ � ..... " .
. * , - I .. ,
,
,
.. ..... .... ;--_r-.,.-.-,,+.-. .-,: , .... .. ,-, , -,,-;� -_ -,,.- - .. - , , - - � " _It:-:;�. .-.-.-, :..�-�.-.-. j,,.-,.-� :.-.:+�.t. :.� �.:.-�.-.: .�� ::.- - .. ..... .".." __ -------- t ------- --- , . I ... �._. �". 1.7. I . ;1"'111"'. 1.'_, ��.-..,..-...,,...�4�...-.,.,.,.:*,�z: ........... ..... � - - " I ... � ....... : ". ,:.� :... �.ir ... � '.7 ...... �:
.,,7,,,,,- ," - - , _:; , - , ":z" .".... ........ ..ii ............ .',,'.'.� ".,.:.1 1.': I.*". 'I; .'1;-,_:-:.:�' :1'1".'..'.".:., *1.'.'..'.'1'. 1.'. I'.'.. "..'....'.1 - ........ -
-------- "', .1.1 ... ;, "... ........ � ........ ........ ... .. m.K ....... � ......... w_ _ -, .... . - . ..%%,,%..,%,,,..,,.I..-..,...-..'�".��..,. % ... .. ,...:.-" ....... ,........J..,.:".,. '. . .
t ------- - ----- .. ........ ........ j -------- < --- '::::::: ... :_4 ......... I ............... �4. I I -::::::t:::::::":::::::1 ....... 4 ........ �._ .......... .... ...... . � ..... ........ I -------- ---- ::: :::::::: :::::::,
__=, - :.�. .+*,.*+..+*+.*+�*. .1 ..... �.�� ... m ... 4 ..... W.:�._". .
.. . .... I
.. .. , 7 -.1- . -:-.--.,.-_-,-.,�. _�'* = 1� "I' ILI, .�--,:-.�..,.-.....".-.�..�.-,-- - - . I
. ....... � ------- �L ----- - - - I � ... - -.. .. --_._��,�, __`1._1'1._1_.'.1'... .. - ..... ___ ::::::::::::::::::::::::�::::::::,:::: ---- - ------- � ---------- � ------- � -------- - " 111- _.- - - - -
: ----- * --------- I .... :::::�:::::::�.:::::::�::::::-�- . .: ----- 1 -------- � -------- -- * --_ _-_- -- :::: *::::4�:::::::�;::::::: . ....... i :::::::::::::::::::::� :::::::*:: ------ -------- -------- **,*:::::::::::: : :::: ::::t:::::::�::::::::,::::: -- ------- I -------- -------- ::::::::t , :::::. ... --- � --- --- I ------- 1:,:"::: - :::::::,:::: . ......... -
�: :3 --------- � ------- 4 ------- I.::::::;:::::::!.::::::::::::: --- t -------- --------- .-* ------ ::::::::::::::::f:::::::�1::- ----- *11 -1 --- ___ ..4 ........ ........ ........ ... . . ...... $ ........... 11 ....... 4 ......... � ------ I , . * . I
....... 4 -------- � -------- ---- -------- -------- I --- :::::, 4. :::I,-: .... ........ ........ ...... ..... I ........ ........ ........ � --------- ------- ....... ;�
- ....... ------- ------- T ... , ":::: -- ------ -------- - ....... I ------- :::: �__.._ 4 4 ------ ---- I i:.-:. , , 4 ---------- ::::::: ........ .... :__ _,_,_____,__11.:::::::::::::,:
-:::::::: .. . 1, ..... ... - ------- ------- I ------- ..... --- ----- -:-:::::- -:::: ------- -- ---- I ... ........ ...... ::i -------- � ------- 4 ------- - j ..... _zj ........ � .......... �_
- .. .. .. . _ , , . ------- - -- --- --------------- * - -------- -------- 4L --- _-_* ....... 4. __ --- -
-- ---- ---------- ...... � ........ ........ .... . :� ZE.:::-;::::::::�::::::::,�::::::::i,:::::::: ::::::::::::::::::::::::y. :t:::::::!:::::::31�1�1::::::: :: ....... I'-- __ _.,� .... - .... ::::JL::::::1 - -------- 1. ___ - ------ -------- ---- --- -------- I ... --- � ........ � ........ Z�
- .� ......... ': , I
" - - �F__r-- .. I . - ______ "--ij-, - -1 - 11 11-1- .. ...... � ... ""I",- ......... .1 ...... .1 ..... 1. 1.: -1- , � ,. ...... ?.. -§ ....... I-- 1 - I., ... .. - ... , 4 - - _ ... . - ...... - '.'. 1. " --- 7---- -+.+.: ,1 , .
_--'__ ...... .... .. - - ____......_._.1.111:� .- -- -.1 , - 1
, I % . , - -I?----
------ � %:%+-+: ........ ........ ........ ...... ....... ------- - , ........ ...... : * ..
, = - ... ...... ...... __ =-4-_=r-m=�p� :4i..-,--,.,.�.-.-.,-.,�z..'�%.. - -i ..... ..... .1 ............. . I , - , __... ,,- " ........ : I .... ---- --- � -_ _- -. .: 11.11.+,.��'1.4_,�.` -- ---- �i-+- .- - .,. ... - � ..... n . .�,.-.,�-_,��.,-"�.--,-,.,.,�i*,...�.,.,.�,-.�,.-....', .;-_..'_'_.__`r.. .1111 -.1 %11-- .1 ...... %.-
:::::::�1-:::::::t:::::::�4 -: - � :: .... . ...... ....... ........ ....... , . ........ ........ ........ , , . ....... ... .... ........ .. I ....... ::::: . , - , I ---- -------- `:::::::ft::::::
_`�,==� I-= ...... � ....... Z.. __,"..
.
_ -------- � ....... .., ..� .i�__ -,�:.;4_-, -,-4,�-.-..�-.:.-,-,..:�.-.,,-.�-- -�--.�-,,.,,�-..�.,:.:�.I�-�,.::.-,.-, --:: -.11", -.1 -+.-. - _.:_,_ _,_ 7 -_ -,:��+ - -, _1__+__'+__11_ - " I
----- - 1-:.114.1 _-Z "'. - .. ... ....... ........ ........ --j - -,,: 5.UW - _ - __. ��,:1_ ,,, . � :". "'. _ .--�._.. . :_ .
... - �� ...... �, ___ 4n, .... T ....... --.,.,- _±, ----- --- -- - f ------- �,__ --- ...... ........ ........ .4 ....... � .......... .� . �!�. . -1-1 ...... � --- I., ---- =,=. ........ 4 ------- I -------- .. , �-_ ------- �- . .,... �'. __.
.
I :--: . ----- I ----- ::,---. . ''*::::::,�:::::::Z:::::::�:::::::�r:::::::. ....4 .... .�. .... :::::::J.,:::::::�':: ...... , :k --- ::::��:::::::�,,::::::--,--.,--:--::�--::,: ::::::::.::: ----- --- . . I , I -
::;:::::::;:::----. -------- -------- -------- -------- , ... i --- ::: .. ........ ........ � ........ z ---------- � ------- 4 ---- � -,,::::: - :: ::::: ------- 4 --- :::::::::::! �::::::: :::::::::�-::--:::::::-:::."::::::::t:::::-:-,�:::::::�:::::::� -- -------- - ...... I .. .......
, � ............ :::: *- -- -------- -------- -------- ::::::. ::::::: :::::::::::::::::::::::::::::::::::::::: ::::::::, ,::::::::-,1:::::::n: ------ * -*"**, * ---- ----- .:::::::t... '... -::::::::::::::::; � . ..........
,� ::: 1..-.+-.+.-+.�".-.+..",:�-.:�.,..,�*,.* "..,_,__, -------- ----- *"* - ...... ,*.".:+*.:.�+":.,.:":.�*,."�'. �* . . ... . �.'1'7-,-.j -� - - -.yl - �,.,- -A -.-.�- -..-..L.:.-.�:,.--,i..�..+.:.::.,:.�,�.-',�.-,-,.---: IV, �,�--- __ ."E'...-I", . - -,+ .. +.'I,-,- IL, --.11-111. - *
- - -- ----- - -:::::::-:::::::I:::::::::::::::::::::::: -------- -------- ------- �� ....... 4 ........ ........ ........ ....... --- ---
:;� - ._1 - -1 _ _ . �j� I ! 111.9 ... ...
.. &�T �, . . - ,:. ,
::::::!::::::::j -::::,� .... ......... �_.:::::,.:::::::t -------- -,-- - - - -t _ ... .. ::::::: i ........ ........ ........ ...... * ..., . . , -------- 4� ....... 4 ....... ;-_... -- � -- � --- � ... ;.---. :::J,:::::::: ::::::::, _::::::t::::::�, :::�:: .... f .... ::::t:::::::t:::::::!,L
--- It ------- f ------- ---- ------ :_ :::, :::::::r _: ------ ,� - ..4 .. ,� I - . ,
------ .
:::q -::::: �:::::::t:::::::t:::::::;:::::::�:::::::4 ------- --- - -- ---- -- I ..
,=:::::;:::::::T I I _� ... .
� ... ;
- .."I"',_-, :: : 11, ,� .- -f.,.--- - _1 I
I _ .. _�_+., ,,_-�_ _.� . 4 - _ ------ -------- -------- ....... .... I ...
., ------- i � I .:::::::: :::::: i �. , - . . - I
I
.. +::::::::;::::::::T,:::::::: ... I ---- � ------- � ---- 4 :::::,::::: .... t::::::4 . � ... __1._::::: - ...... ........ ... I - i ..... f ------- �__::::::�:,::,::� .:::::::::::: � ----- ; .... ........ ...... ..... t ii ........ : ....... : I
, � * I * 1 ...... :4 _f -------- ::::::::,�::::::::::::::::::::::::::::::::::::::::t:::::::,L ....... � .......... �:::::::: " ., , --- ------- --- :--: --" ........ :::: ,:::::::: - -- ---- ::::::::::::::::::::t:,::::-t ------- 4'L ....... ; ...... .- t:::::::! - ..--::::::::�::::::::,.::::::::::::::::::::::::t: --- :::t-::::::: ..�.,-"�:::::::i-:::::::::-::::::,,'::::::::::::::::::::::::,::::::::::::::::
::: M::::::: ::::: + ...: �§,
.
.
...
.
:::::::::::::3: . :: :73! .... : - -------- w: t .... 1..::i
. .:::::::� t:::::..4.. " ;'+- _.t ....... I ....... 4 -------- :::::::::: ` -t:
. � ---- , - . ":+,.,.,..,.,::.i�.,.:.":"".-.,i-,-.,-.� ........ � ... ----.-.-4 -------- -------- -------- -- g ........ �___-
, - ..
� .,; . �t � 11 �� ... -..,..,� ...... .. .. � ... .. .. ..... i� .... - ..'.. ...... - .. - . _11111>11__:...'� .... - ._......1. ....... ..., ...... ... �.:,._ ,.:_�_-'_._,.-.z,� ... � ...... ... .-
.. .
.. ... 4 ........ � ........ � ...... � I .
__ __ .. ::�::::±:,::: ,.m -i ----- � ------ m ......... W� ...
----- � ,_
.....
.....
-----
.....
*
_ _:::. 4 � -------- i -------- � --------- �_::" :::: ..... : . '* ...... ::j" I -
.
.
� :::::::!,:::::::: ::::::::::: ..... * .. ......... � -------- � --------- � ..... .................... :� ---- __� ........ ........ ........ ............ ..... _ ... � ....... 1.� ................. . :::::::::::::::::::::::::::::::: ":::::: :::::::: ........ 4- ..... ::::4::::::::-::::::::,::::::::::::::::::::::::::::: --- -- f71 .... . ... .__ ...... ----- ::::::::�:::::::t I ;:::::::�:::::::j:::::: _., ::::� .:::::::i:::::::k:::: .�.:::: ---- ------- i -------- � ------- � .. :::�:::::::�::::::: ::::::::::::::::::::::::,�:::::: -- -------- � ........ Z� ... I—; --------- 2--:::::_�,:::::::ft::--: I ":::i:::: ----- : ........ �4:::::: . .. ........ -
+, . -------- , --- * , --- � --- -------- 4 ------
- - __:::: --- � .... ------- I ........ ........ =Z ........ ........ ........ ..... ------- . ........ , - ...... ..... ................. .. _4 -------- --- � --- I --------- 4 ... ::: ..... --- -------- � ........ ........ ..... ... � ---
... -.,� , 1 , .11111 .-I:,.- - I- .. .. , , . .1.1111111 1-1.1- 1. , - ____ - -� -------- 1 ------ ..".1.111. ".. - .,:.,_, I I I " `�f'.'..'�. , - .. � .. . . . ....... � ...... .",+..., ... I .... . ,
.� _�__� . .. ... ....... 11 - ..� ...... j�. �,:.' ... ... I—- 1 M1, "f'.. ... 11- 1-41-- _11_. -.1 .....
-1 __ ..... .. -i*.,+.�-.-%:-.-�.',-.��...-:.,�,.,.,.-.,.-:,.,., %..- . ........ ........ ........ ....... ...... . ........ .. _ 'I,:*"- --.- -"-. ".. 4 - - -.*-..--,,�,-,-,-.%-,-...,.".".,.,,.,...-. "... ..... .- ,
!:::::q::::::: - -------- - ... -":,:::::::;:::::::I:::::::i:::::::-�--.-I ------- --------- ------- -- " , .,.%. " ' :.'.* ... � ..... �.�� ......... L ..... : ............. ..,... _1 -__ _4 --f --- � --- __ ...... �___ __�. ..-'.'.*- _'..`.*, _.� ...... . 4 ...... ___� --- ----------- : ...
...... -,.$-"., �____ =, _�Z,Z-: - � - -- ---- r...1__. 1 - - I .... I.." �. .... 1'11111.11�. ........... Ji ............ � ... . .. -, .... . � �
" - ____ - . " :1 ..... �, _ . .... -1 --- -------- I - � � ... .. ........ . . 1:...., ..... 11: . . ............. ..... . . . 1'.'." " - I , 11 ........ � --------- I., .
- _..'. `=*.*'.1'_,....":..� ......... � ------- � ------ ..'.'�'.'.7 _ .�� . 4'. .,�.., �` � ..... __�� ....... ? -------- :i ... , �* ------ :�:::_::::::::::::::::::::::: ... - - :::::1::::::: :::::::::::::::: "_ I 1::::::::::::: - -------- :::"::: :::::::
:::::::t:::::::f . -� . . . ... zzzj t -:::::::::::::: : .... ........ ::::::::::::::::::::::::::: ----- � ........ � ........ � .. . ........ 11 ....... ........ ........ . ::":. * :::::::: .. . ..... 4,� ....... �. ::::::�::::::::�:::::::::::::,:,: - -------- I * ........ 4 ::: :::::::::::::::: :::::_::::::::::::::::::::::::::�-::::::i-.---:-:-:�:::::::�:::::::i:::::::--,� -------- - - :-T'-' "' -------- � -------- 4 ........ �_...,.,T.'._,1 - ___ ",._"," 1",.'_'11'.1:::.,.*'1"1'.' . ..� ..... . : . .... ......... J:�-.-� ---- -------- --- � ---- --- ---- --
"'. .Z-_;-,� .-,,,,, .__.4..Z' --- � -------- .... .. 4-..-.-,.-.-.- ::::: --- ,..4 I. I -------- ---- I - --- *1 . . . . . ................. . !� ...... .... . .....: ..... ... :;1"..:,..'.7'1, ..., - . _.: 11- ------
.. ------- -;: - . '. " .111-111 1-111111 1-11. ��.� ... �!'! � 1'�j .... �.�.::'.'�.11.4.*.",."",.'.'�:1.1.1.1*.'+."�:1.1�I `:,.� ....... i� ... . .... �11, ... ..:1_111.1 ... I - 1_ ... � - ,
..... 0 ......... � -------- �, ... I -- -. -E-�-_- - 'J . ...... :.,. -�., ,� - _
-= § -f, #=#z��,7,� ----- I ---- ii�� : 1, I . . :,�.,.i. .. .. --,-, -
.
---- �+ , .f � - " -
. +4 � --- I— , :::�,*:::::::.,,:::::::;'r:::::::. ......... !:::::::�l::::::::��::::::::::::::::� ------ ::�:::::::::::::::=:::: . ............. tm ........ � ........ ........ . :::::::::::::::�,:::::-:::::: --- -------- ....... I ... : . .:.. - ,:::::::,-,::::: ... � .......... I t:::: - __ . *
..v ......... ,t::::::::::::::::,� p - - ------- - ------- � -------- i --------- -- � ..... ................. ........ ........ . 1. . ZL ....... ------- 41 ------ _: z :: t::::..___::.�:::: :::::::1::::::::::::::::,- , . ........ ........ ........ .. " - .... ... :::::4 - -------- +
- ------- � --- � ...... .::::;::::::: .... I.::: ...... . I ........ :::::::::, -------- 4 --- . ` ::::�::::::::::::::::�;:::::::: .t -------- � ----- -- ------ I ------ - ----- --- ::::, - ..:ft:::::::�:::::::* - -:::::::--:-:::::,!::: ..... ..... 4 -------- -------- -------- -------- .......
:::::::ji__:::-q1�:::::::V ::::.:T_4__ .::::::q --- :::::::±:::::::�:::: ....... ........ ........ .. :::: . . .. ,. ...... ........ ....... ... ::::: , * -------- -------- ------- - . .: .4 ........ 4 ........ ........ ........ ........ .. "
:::: -:::::::4::::::: - -------- -------- f -------- k --- :::::t:: ----- t, ------- :E----. ---- -------- � ....... ........ . ------ I . - � . ... :::::�:= --- I ----- ------ :::::t:::::t::::::L:::. ::::::::::::::+::::::::k:::::..,� .�� -
='.-,�: ------ ------- , :::::::j:::::::: . ,:::::::=::::::�:: ..... I.. . . ..... ............. ....- ... . .. ` : : ..��..� .. ........ ���... : --- :::::t: ...... 44 ..... ::1-:::::::� . -:::::-- . . 4 4L -------- $ ------- ; ...... -------- --- , .
-- .�...� ..... ........ ....... I ........ .. . ........ � -------- . I ------ .. :: .i .:::::::� :::::::::::::::::� .4L ....... � ......... 4 ----- � ---- I -- - � ------ ------- � __� -------- � ---- - -------- ------- 4 ... __ ........ . � ------ i �� ........ � ........ � ........ ........ ........ ........ .. ,
. _. ,
:::::�::::::::� - _ � _ , ", .. ..... ... ..... . . .. -�. - - ------- --- 1--l..... . ...... ��,;_ - - , - - �.'1�1. - .... .... 11.1.1. - ...... I .1X11!111.! ....... I .. ........ I
1. -- ---%%-�. -'-"- -- ... - -- %11 .... .. - ++ +% . 11 ... .... .... i .. ..... ....... ..... ........ � ....... �, - . . ........... .... I., ... ...... .,j ... .. ... 14- I ,::.!!....::.. ,111-1 11 -.1.1-- ++11..:,, . ... . . ...... . _____.�.1 �..11.1. - - .�.��,,�,',,,-."-."�,-.,�.-.�.,,.I .......... � ............ :.,-3:,-- .... - ,1L,-..-.- ,-.,-.-..--4 ....... : . .... .... - ��% , .3 ........
I 11 -.11 - - -------- --------- --- .....,+ ............ .-.�-.,.-.=:..-.-..-,�-..-.7....�.--...-,-.-,-,: -1-11'. , , , .1._.7.:,:.;.: ........... � ........... 11_11.111:t.,� ....... ..",.,�.�ll,�I.I..�.-..,,-,-.,.:>.-.-.� -,.,-.----- -------- ------- ------ - ... . ............ �j..-,%�! : "..'71., �.-.*,.,.:.-.-.-.t.:-",�.,.'.+'.�.�.*",.-...,.,.+.,�'.."--,- ,__'.._., ,*,�,.,:-.-.J,�l=-i------�,--�-�+---, I.-.-.:.-+-...-.-,�',-.,,-.-.,�,-,.,� ....... ::_ -------- ------- :..-.:.-,�*,.!,-.�.�-,..-.�.-.-.�-..-.�".-.-., ,,--:�
'= '2n-_- _-_-__n=, ... - 11=1 I -- --r,� , . - � . ..... ......... ... -j-.-_-, ...... �.-.-�-.,--:-,.-".."...,.-�.-.�:,-..-,,.�.!�'-.,�:,-.-..-t.z-,.-.-,�,,', -m-, - -, ::j .... % ........ ::. .. ..... ........ _ . �."._".�."".�"' _ , � . . .r:::::: ,. . ----- x,,-,..--,:; -.. -% J .......... _17,7 - ----- 1". -,-
:, ------ i__ , ....... ----- �, -------- -- - :::4::::::: , , -�-:-:-:-J` -: ---- i� _:::f-:::::::;::.. 3:::::::: :::::::: :::::::: :: :::::::: "* ----- � --------- � --- ::::t:::::
...... ------- ------- ------ :t::::::+:::: ...... .... I .... �_. - � ------ :;:: ,:::::::: ...... :::::::::::::::::::::.,::::::::t:::*:::t:::::::t:::::::-,.-,:::::::: ....... 4 -------- :::::::::::::::::::::::::::' ... � ----- ::-::-:::::::::::::-t::::: , �.._ �.. _� -------- ......... . -------- g -------- --- ::::::::::::: ::::::: ::::: : .... - . ----- �... -------- -- � ..... ------ ` - ------ -------- -------- -------- -------
'=
,_
: ... t,,�z _."... ::; %�� ""'.....z - � , . .,.+,.+,,, .. _-..�:_ , I ��_::� 7::�.::._ - I.,
. __ -T=-. - .--- .-,:,.,.,.%., ... ..... __ - � .:::::: ........ � ,_ . . ..... I -------- : --- � ---- 4 - -------- - --------- - ---------------- !r ......... .... - -------- ------ - -
r-- , ... ... ..... :: ::::.::,:: .... _::::::::::::::::� ---- :::_1�:::::::;r::::: .J� .4 -------- � -------- � ------ _ - --. ..,I._, .
I -1 ... .. ::: ..... ........ ........ � :::::::1T:: ...... 4 ........ ... .� ....... - ... I ....... ..... .... ------- - --------- I -----
� � I ------- ------- 4 -------- 'I ----- 1, .... .� .... I - 4 ------- � ----- ,
-:::::::;:::::::Z::::: � ------ * - ------ 11 ------- . . --- i� --- _._ � ....... i ------ :: I ....... ........ ........ 4 -------- �::: 4 _-_- � __-- � -------- . ..4 .... ..
::::::: * L::::::: ........ ... -------- f --------- I ........ � --- .. .......
- .... ... _ ........... ........ :::::::1::::::::�::::::::::: --- � ------- :::,:: ....... _:::::::::::: ... ::::::::; ....... ........ .. _ . -',L 1�:::::::-'+- :::: ::::::::t ....... I � ..... ........ ::::--,i ........ � ------- a ........ L .......... ......... I -------- � ...... .... ::::t:::::±:::::::::::-: I ... .. . .. .......
: ....... ... I ..... ... ::::::::::::� ....... I ... ... ::::: _ .... ..... ::'::::: --::::::: :::: 1 ::4:::::::j::::: ::::::::-.,':: --- :::,:::::::: :::::::: :::,:: , ........ � . � � - . � I ::: ::�:::::::-::::::: :::::::: ::::::::-1:::::::: :::::::: :::::::
- IT ::::::t:::::::t:::::::t:::::__+ . . -------- .`...::::: .�.- : _, I _ ........ ........ ........ I ------- :mi : _":::::4:::::::q, :-::-1--:.:: -------------------------- - ::::::: :::::::: ::::::::I:::: . , .... - ------ * ------ - ::::::: ... :: ; -':::::::�::: .., ......... ................. . ,
- _=��.: f.� ... t . --- III , : I ,:::::�_1:::::::�:::::,:i-::-:: ........... 4 ........ :, i __ .... �L ........ : ........ 4 ....... :::::::: ::: - --- ---
.
. _ - +
. _. V:: --- IL 1 . .. � 1 4 _'... I
. - "
- +
`
I. `
- ..-
----- - 11 ---- - - - 1;!� ------- :::::::::�:::::::k,: ------ - ------- - . :::::3:::::::3 ---- ::::::t::::::J`L::::::::::: - ....::k::: I ........ :::::::: ....... :.,: ... .. . .. ..... , , ... � ....... ",L::::::::t::::::-:�7--::-:::�: ......... 4 ........ L ........ � `- ------ . '.
. �� . 4 ........ I . :::::::::::�. - --� -------- il ------ ...... � ........ .... � :tt.. r:: -_� -------- 4 --- :: ::::::::,::::::::::::::::;:::::::T::: .... ..... ..... : . ....... ::::::::�:::::4 - ....... � .........
.
_-::::: t - - ........ .... 1:::::::: :::::::: ::::::: . ........ ........ ..... . . ::::: :::::::::::::.:::::: ::::: . :. .- . . � ,
..
,
� -------------- I . - � -
1. �-, __�,___�_,_�,_� .1"..." ....... .. 1, - -"-,- " '_*�"'_'_7.'.':.,.:�.'.:: , ..;.+.+" ..... .... :i.._.�j.,.... , __ - - - __ __ - __ __ - ----* -- ----- -
- __ - : ...... I- ;;:__1.= ,�"!.,�,,,�,,�.,,.,.,,-.�,.-.'.'.'..'..,.�i - " - � . .... I.".... - . - 1-1.1111 III, .... 1-�111.1.4 ..... , ...,.�". I �11 .. - _.. 7 ... . .. 7...�:_ , - -,-.-,,-.-�,,�-�,,,,�"""-"�.- .. .,.,. .. ,
, .. 11-1 .. .,.",. - - - - ...... . 11-1,
1. ':: -4- .... ........ . ........ ........ ..... . .... .... I ....... ._'.�: ....... �_. ........ - - �'.-.-�.,__�4 ........ 4 ....... �� ....... 4..'_".*.'* . 1.'.'..'.1..*� .`.,.'..� ........ ... .. . . I m ........ 4 ........ � -------- �' . ----- -'� .. ""':.'_1 "Il.,,--In-�--=-,,,�-,--,��-------j-.-.-n,-..-�,.-,-,...-.....�>',�".��--,-;--+ . Z� ....... �,_,_,:�_,_4,_,��-:l .... L. :::::-,:::::::J!:::::: :::::::: .::::::: :::::: ::::: '
----- ---- , T -- --- � . ---- ,_ - , . �'.'.'I'L � . , � , ,z-,-_ -_-,.-,� I ....... I .11.111_11.1...�,.: ... :_.1"..:,*,*.,._ ...... ..... ... ..... . _ I ,._
i I I .. --- ...... .... ---- ::,_:::::::� : .............. ,::::t:::::: --- I
,�� ., . -------- ; ---- .., �� , .- --- - - - - .. --- -- --- -:.-.: -,,.-. -z'.-,-,:,-�-�- -.,-".,+,�.+�.-%-+".-..-.:,.-.+:.+,.+ --�,-,-.-:-::.--'.? ... ........ r�.. � " .,..+.+ -.� ............ ........ ........ .. . , . .,-. --- ------- --- I
. Z� " - . . ..... .." ... � ": ,:J�,+:.:_. .:_:.: ....... . . . :.�,J....z - . I _�, .-,. . � + :, 1. .%+.+,. Z__--J_ . . ............ j . . . . .......... ::� ....... :�.. ,,, - 11. - """ ""�ll'.1"1-��'..."..'..',,.',�,- : '_'1",.'.+_.'+ �.,.:.,�-__.,.,�
� t:::::::j:::::::4*:::::::4 ----- 4 � ....... �� -- ------- ... ........ ........ ..... . ... � ... 4:�...'....:: ..... ..... ........ I.. - -1., , :.+.+9.:..:�.-::,'.-*% . ... ......... :: ...... ... .. ... ::.,--"-,.,.:..:.! .... - .,.... .'..Z
-
- ------- EHI_ - ...,_�.,_�__,�.,._ -.,-. , --- � -- -------- ------- --------- I ........ . � ........ .
-:::: ....... ---- 11 - _�__ --:-: ---- � -- 4 ... .. I I -:-:::::Z:::::::� .......... I ------- 4 -------- --- :::::::::::_-::::: ---- r:::::_4_.._ .41 ....... ------- 4 -------- � -------- 4 -------- 1'::::::::::::::1:::: .... ...... _4 -------- � -------- ....... : ... 4- :-: --- � --- : .... :-i -------- 4 ------- 4 ------- 4,--:::::::::::::::::::::::::::::::::::::: ........ :::::::
I -
----- . - ,::::::=: .. ........ --- .4 ------ - :: 14141t::::::: , - 4 ----- -
. -------- -------- f :::: : :::::: :::::::: ::::::::1,::::::: -� -:Jt:::::::�:::::::��::::-:: ::::::::::::::::::::::::.',::::::::::: ::::;'� ... � ....... ::::::t::::::t::: :1::::::::�:: ...... ........ SL -------- -- -------- --- :::::' -tt::::. : :::::::t:::::::,�::::_:_� ........ .. ........ ........ � ; ::::::�:::::::�,:::::::;�:::::::I-*,-.-.--.--. -------- -------- ----- : .. ........ ...... :4 ........
------ I -------- f -------- R -------- ------ � -------- 4 ........ ........ ....... -------- -------- -------- i +' : : t_ :�1:::::::: ........ ....... : --- It ..... ..... . _ ---- :�:::::::4 ,-:::::ft:::::::31::--::::1: ..... ::::::::::4::::::::::::::::41 ---- ::::::�:::::::,�:::::::,,:::::::�:::::: :::::: - -------- ------
,
-
------ . ,�� ------- f- ------- ....... �:: ::11 :::::::::: ..... ........ ::::::::::::::::::::::::::::::::::::: : -1 -------- 1 --- - __ .'.- , ". , 1. ..,
�..
P �: �: -, -:: --- -------- -- ........ ..'_1'_1_�,_..+____'1__'_' .
: :::::m:1:::::::z * I : --- i , ::: ::::::::4 ........ � ........ ... I. , . . .
--- ------- ------- T t , .... ::::::: :::::::4_::::: . .. .. 11
.. :::::::*:::::4.:::::::: -------- 4 4 .:::::::4 ---- I ------- < ........ 1:::::::ft:::
:::::4::_-::::t:::::::� --- ------- - --------- * --------- � -------- * ------- 4 ------- .... ........ , % , ,-:::::::4: ::::::::: 1r-:::::�::::::::::: .,-.--_-::: ::::::::::::�,: . ........ .. .... . . --� ---- ::,::::::::,::::::::t: .... , .... ...... : . ......... ---- 3 -------- -- . .4 ........ 4 ---- - :::::::i-::::: ........ ........ ........ ... , . .... __ ----- ::::t:::::::� .� ........ : -------- -------- - -----
.::::: t � . 4 ....... 4 ------- 4 -------- -------- ------- , ,::::::: .,
-------- � .. ........ ........ ........ ........ . :::r:::::::� , ---- I ..... .� - ......... : . ....... ..... .. ..
,'",-, .. . ' . : .... . . ... 1.:111--.1_1_-_ �, . . . . . � . :,.,�'.' w�rl -11 1 IIII-111- - - __ _. 111.1',�,� .... � .. .... : ,!...%.44 - �.. , - - - .-I...., I ;�,� ...... ....... ii - .11 ..... . .. � .. .... .... . ..... . ._..1.11.1� ... I.:. - . 1- ii ......... �i. - - ... -ji---� :w .... .......... ........... . ........ : - ,-,--' � -
"I ` .r.__=,,_,-=_T=.'� - - - - - - ,.,��...:..,�.,.",.,.,.+,.-.",�+.".,.,%-.':"��.,:,. �_, '�...- .. + i�- ", 4 --- - .... .wm.m__ ._,--,� ... .. .... .", --:i��� . � __�-, - � , , , � ".'..""..... ...-,-,..--"..,.-.-,l--.-,-,--.-,- -
- : ,-:::-I- .. - : � - I -:-:;:::::::. I . . � ,� -::::: :::: .... ........ ........ ........
--- .. ........ ........ ........ : .:.,. ..j ........ i ........ � :: -,:::::::- --::::::�:::: . ....... ��.::::::: :: .. ........ ......... 9::::::::
:.,.,.�'."�'.'."'."!�',�L,-",-,,M"=�: . "-: ..... � ........ � --- ........ ........ ........ , .......... � ------ � ........... ....... ........ ........ �.- -4 -------- , , " �'
. - ..�� -------- ---- :::4:::::::: -------- ----- �-- I ::: t-::: --- t:::::::�:::::--�- ,,-: .... � ... ... ........ 4 .... :: : I__ .
- --�� ------ t ------- .... ....... .. ��. 1.1.1.1.1-1." �11. . ....... . . . ... . . . . . ��'.. -.1 . ....... � t::', :..: �1' - I ` ..t.-,-,�.-.-.,,.-,,���,.-.+-.:.�,..--,.�.-�---..��-.,�. - ..... .f:. ,.� " " - ----- -------- -------
_", I .:.. .m.. ,
. -_:_,;-. __J.,� .......... ��_,. , 4', .......... 6.--_:..:,.:, �._. , , - ...".,:-.1 . -- --- -- ---- , . -:,.,+ -,.-,� ... .. "I . . . ........ I .................. .
: ------ 0 --------- � --- � . -n== -� -=- :::::::: :::::::: - - I :,:�: mmm ........ ........ ---------- *,*::::::::: --- -------- f ----- - -------- _.: ... ........ � -------- �. _.� �_: m m ,
=f=n_-.,=, _�= - _-_- ... �, - ... i ... . .. , - , . I
--- f ------ :: -:::: ^ . ::::::: 4 ------- �� --- ::::1 *-*-;----- ., ., . I- I -1 .. I
% _-,� 1-)G ,.'..,:.+_��_ ,�7.. ... 1.1.1.+.J_ .7 .............
I ... I - . I - ..... ........... � ....
.
.
� ` � ------- 4 ........
. :::::::::::::::::-1::: :: --- ----- ::±::: - :::::::: :::::::: .... `-:::::--L:: .... .... T:::::1 ::::::::�;,.::::: ...... ........ ....... ilL:::::::�.�-:::::::4":::::::4::: ..... ......
4 I .: , 44: 3 � ------- �, -------- 4 ........ �__ � :::::::::::::::1
.: - - -:::::I t�" :::::J.-::::::: . ....... . ... , ::: :: .... j:::::_-:-:::::::1-:: , 1�:::::::� ... * ---- t :: ., I - +411- 0 � 2:-, - ------ ��::::::4:::::::! :::::::: ::::::::;�:::::::,:::::: ------ --- � --- �� .... 11.:::::::�� ..... ........ .... ::.: m .....
�. � 4 ; 14 --.- p::: .... ,:::::::: �::::::: ____::" ----------- 7 .� .........
::::: ::. J,i: ::::::::j:::::::::::::::1 � " :::::;..- :::::4:: ::::::::::::*,* ... : --::::::: I , ::::::::::::: ::::: , ........ :
_.:. ---- : ------- � -------- -------- ------- � -------- ; ..... �_� ------- 4 ------- � ........ �4 ....... j ----------------- -- ::: :::::::: :::::-:: : - :::::::: :::: � ------- I ------- -------- - __ --- ;::X..+ ... :::: ........ t .0 :::::4L. ::: -1 .... ........ ... ..... ..... -.1 ---- -- : -- -------- -------- � ------ ....... lr -------- � ......... �,r ------- j ------- 4 -------- � -------- � -------- -------- � ------- � ----- - ::::: :::
-
... ... : ---- ------- �;kL - - ----- 4 ....... I --------- t. , ::: :::::::! -------- - " . .,.:::::::: :::::::: .... - +___ --- -- -::::: - __ . :�-::::: : � m m m ---- :�_::::� - - ; :T -------- � ------- 1 ---------- 4-- � ------ -------- � ........ i :::: :::::::` I
.� . � .. ----- � -------- I - ------- m I . - ------- 7= --- -_ %::::::
.� 1* I T . :: -11 . I . .m ..... . 1. I - I � � - - - .,..:::::
:
.1 ::::::f:: ::::: I ::" :::::: : , , f .. I
T . I --f. � i .............. :i . ........
, I I t �__: I- _11� - I 1. :: :: : : i ------- 4 ........ � .. . � .........
t I .- � 17 ,
I I , . . I
... :::::�:::::::;4�:::::::t:::::--f ------- 4 ....... 4 ------- � ........ 4 ........ ; -------- -------- K -------- � ........ �.L ....... � -------- 4 ------- �� ....... 4 ....... 4 -------- � -------- � ------- -------- � -------- i -------- $ -------- � ........ 3 -------- - ------- 4 ---------- ----------------- E ----- � -- -------- -------- ----- ........ I ------- ------- ............. I --- ----- .... --- ... - 1 ----- ---- :: ........ .... :-. ----- ... � . I
.
-:� '+:::::::: ---- � -------- � --------- 4 -------- ;� ------- � ------- ; ....... 4 ....... 4 ------- 4 --------- ----- ::: ........ � -------- � -------- f -------- 4 -------- � ........ � --- � ---- --- - ---------------- 4 ----------------- --- - --------- � ---------------- __.".."111 -- ----- � ::: ..... - :-..- .... � -::::::::::::::1::::: -1 ........ ------ :::::::: �::::::: 5;;�, ,�__
. , , ---- --
::: ...... � ........ � -------- - ------ :7�:::::::;:::::::j::::: -,'::::::::4::::::::t :::: ---- W -------- � .... .,� ........ > ........ 4 -------- ----- ..... _::::::::::::::::::::::J-, . - ..:::...:::::::
- ---+--:::::::::::::Z:::::::Z:::::: . ___ - ------ :::::::- _:::::::,::::::::,-:::::::!,:-: ---- ::: I .
. . ---- --- ,_:::::::':::::::t ------------ __-.� ----
* .. + ... , I , .,
, - ------- � ------ ....... .... .. - ------- ------ ------- ----- "' . 't - -------- -------- -------- - � ------- ------- - -- ---- ------- 4-- 11 - .-- __ ... ....... ...... . ........ ... � ---- _*�, -- -------- - .. ........ : ....... ---- ... ..... __ ---- -- 7 ---- - -------- ----- :1. .,.-,..'.�.'.'.".I;:,:,.-..-.,-, �Z'z= ---- - - ------ ------- 11 - - - :, - __
"� _',i._:�:t
1, - � 7 -4; Tz 4- - - -) � - - .. ....... I - --r-:-- , ,---- -:= - -,-:,-- ,--,1_1:. ._,._: ..... .'�: "I'll" , __ 1- .'. : � .;. _:.,_'1,. "" ,__�.,,�,.,.-,.--_: ........ . ..: _ . __ - - - - . .1 I .-I 11-1-1 I'll 11-11-1 11.111 111111. -:1.1 .... 11.1.
- - ------- ------- - '�! `�� - . ....... .... A .-. I .1_1.1��..'.,..._ - .�.'L::." . "I, __ __ I -'- I __ '.'_ "" , - .
-- - ------ ------- t� --- -------- -------- 4 ........ � ........ �_. 1 4_ ----- g_`�`_`.'. - ."."..' �_ - , .'-' _ - 'j _: -- ----- ::::::::: ------ :: I ::::: .. .... ....... ......... ..... :: : :.
t :::::: ...... __
::,:::: �::: ----- ---- � --- :::::::4.�::::::::::::::::4�::::::::,*::::::::::::::::::::::::: ------- � -------- r::::::: ---- -::: - ----------- - .............. .�:::�::,:::, _� -------- - � . . : :::::::::::::::: , � ': :::::::: :::::::: :::::::: ::::::::
�--::::::-+::::: -- ------- - , 7 :::::::: 1.1._4_:___:_.:7::�:t :, - _: ----- :::::::::: . .::::::: �.
__
__
__
I - -- ------- ------ -
- ----' --------- � -------- - � n. -,.- - H.
-----
1_�
._� --- - .
- ..... I ------- -
:::::j:::::: - ------ :::::: 7-.- - ---- - - ---- -- ------- --- -:::::::? :::::: ::::: :::::::::::::_4::: :: :::::** 113 : ------- �-- I I ........ r I . - . -------- I -------- I , ....... . .... � -------
.1 ....... ; ------- - ::::::: .1 ------- I ------ ::1Z 1: _ :: ,::::::. ----- -.-- - :::::::::::::::::,,::::::: ....... 1� :
, .t - -, -------- ------- --- ::,* ........ ......... � -------- ........ ......'.., " , ....... ::::::� --- - ----- - ::::::::::;::::::::::::::::�t ------- :::::, :::::::�:::::::;::::::::t:::::::4 ........ � ........ -------- : -------- � ........ ........ .... � -- ---- 7.:1.,.,.".t.l.�� . ..... ...,.,.,----
:. . ----- � ------- I ...... 1�.._Zi_ - __... ........ ........ � I .... ....... .....
: .. ...... . --�--.-.�-,-,...""�i.",�:-,.-,,.,..,,� .......... `.*.'-.'.,*.",.*:,* � .. ,� 1 I __ I 1.11, :"",:.,.:".:.k.'.�".,.,.:.�*1 ; 4 -- ----- -- � -
, " ,,%�:;.;= , - "... - ------ ------- -------- -------- -------- ___:m:,::::::::::::,:,::: .....
- - - tzz-. ,�_�__ --- 1z-,--,;A -Z ----- �
_ ,_ .
7�."t,=', �4___ " " - I- --p-111.1 .......... : .... . ........... . . _-11!..1:... ..... ".1- ... 1. -.1.1" .... ;, . 1.11% ...... ...... ....... _�,*.7.77, ,-., 3-.11- -- ,,--�.-?--._11_1 11 I - - +'
----- K111-1--� � ------- .... ........ ........ ..... :4: ........ .... ,!!�1.1.1.,:,.*�:*.*.*"',-.'*.':..��...�.,*..,�*"�'* .... * ...... r, ....... " ".'", ...... ,.`.,.'` '.'.1.,. ....., ..... �
. ------- . %, . ... ....� 11..*1..+1.1 * I 11 . :::::: .. ........ ........ ... :::::: ....... ........ I ........ _11*111i'11111111 ---- --- I ---- .. ..... - ... - . 1XI-1.1''. 11 ...
-:::::�:::::::;;:--: - ------- ------- ----- ,:: t:::::::4:::::q:::::::7 -------- ----- ..... _ ... :4i:::::::::uC.:j3:. ' :--::;:::::: .. ::::::: :::::::: C. ::::::: :: i:::::-:::::::::: ........ ........ � ........ �.:::::::�4:::::::I::-:::::�:::::-:�::::::::::::::: ,�_� .............. � ........ j ........ ........ ........ � ... � ... ....... 4�... '..'.-j"..,. �`.� .... . ��.`_,:�,.`, "
: --* -------- . , ........ � .-:: : ...... ..... � .. ...... ::::::::::::::::::::::::::::::::::
--- ::::::��::::::: ............. :::,.� ....... *::::::::,I::::::::: ........... ,::::: .., ........ t. �� . .... � :::::� � -------- I ....... j� ....... ii� -------- �-:::: :::::::::::::::::: - ::::::::::::::::::::::::�:::-.:::::::::::::::::::: -::::,� .':::.
: ------ � -------- � �� �: - __ J"' ': :-:::::: ::::::::F::::: :::::::,-:: _1 :::;:::: '! -------- . . . I I . .... ............ ...'..* .'.- %
:: f_:_-:_-_-:_-:_-: ---------T:--++'- ::::: ::::-,:7 -._'-_'..'-f:. - -- --- .+" ....... I ....... I.. * ....... I ........ ------- -----
........ I .... ....... .... � --- __1 --- ....... . ........ I
.. --- :::::::;:: ::::::: ::,: -- ------- -::::,:::::: - ------- Z --- :::mil :::: :::::::: ........ ........ t ........ � ------- ------- � -------- ::::::::i:::::::: ::::::::�L: . �:..'�::::::::,--:::::�::::::::':-.M: . ::: - K::::::: :: _:::::::� ... ....... ........ ..... _ ........ ........ ..... � -- --------
"
,
. __� ------- I ------- � -------- .... ............. .... .1 ... .... ... ...... .. .. - -- � --- . 171- ---- J-:+77z:%.�i�,%_-.::.,7�:: ------- ;_ : ::::::: :::::::: :::::::: ........ ........ .. : :: : :: ..
-.-,t.;�;-.,-,=_ - . __� - ----- - --- - ------ 5:::::::: - ----- -- - ,%" 1Z.Z:.,.,__..-"_ ..... . ..... , I-, 11.11_-�$�... ... 11.1 - ...... ... -- -,-�..��.- 1 � "Ill ir - : ------ -------- 7 ------ � a --- __ ...... _ �.-.-_-. -,.'.-.:.-.-. ,,, -I--.:,. .1.1.1 * ,%+.+.+. .,'� - - ,.".,:.,. :�:.*.-'. �.: t� �.-.-.-,.-..-..,.,r+:.-.-,:,.: ---- ------- -------- -------- -------- -------- -------- --------
. i : : :,::::: i I ... ..: :: ------ -------- --------
. _� t F ------- fr-- _- ----:: --- ::: .... ... ::::,,: _� -------- - :::::t::::::: � ....... .. I ::::::::�i::::::: I ...... ... � - -- ----- -------- ---- -- *:: :: ""
+
-
- .................. .. - "
...
.
" % . uzz ...... . - -1 I . ....... ".. � .. ... ..%.'. ,�. .... . I-- . ........... ; ............. � ...... - . - _� - 11. . , - .1 1. , - -- -----� ........ .... .. ..... ?-.,�,.-.-.,.-._ ---.-,-...-.-...,.-..-,,..,,,;+�-.- z -1.1 __ I - 11_1 -.-- 1-11, "Ill.- - ..... . .
------ --- :::::. -------- ... .... .... ...... ... m- - .: - .3."" - I " , , - " -.1 .� ... I 1_1 I - I I.- .1.1 � .... ... . . . �..__. .
� ---- t -------- � ----- - ------ '.. A ... m. . ..:...-. ...�....- - " ...... �, _..�. � .. .. �.'..'�:.". ....... ................ ........ , . I ..... 11 11-1-.11 _11111 1.111 .1111.1111 ........... � ...... -,
....... ...... .. I ... , :: ::::::: . - :::,:::4 ............... � . ....... I ...
- --::::j::::::::�:::::::: -:::-:::��:-:::--�-::::::_ -:,:::=::::::�:6�:: " ..... . : ::::::: :::::::--,-`::::::::-:::::::: :::::J't::::: :::::: * --- * ---- -------- -------- ------------- -- ..... . ... � ....... ........ ... ::::: .::,:::: ::::::4:::::: . .... :::,�-::::::-4',::::::"..L�::::::: ........ ........ ....... � ........ ........ ........
:- ".71-= =.- = -:-:-:t:::::::: ::::: ::::::::�-:::::::t:::::::,. ::::: 4.. -.::::::: :::::::,�:::::::!;:: .,
- .... �' I .. - :::- -,:: :�- : : �
'L ... . � + _._ . . ..... _+__. _ , I ? .
.'.".' ". za . . . 11 , - . ...,� .. .... ....... ........ 1 � ...... �_: - _-11% "I'. -
4 + ,::: -:::::::: � , I . ;. '�' I , . I
,- =mf._=1f.= . k ----- f!! - .. . __1 ------- I ------- I -------- T:,.,:, - I I --------- � ....... ... I I ..... ........ ........ ........ ...... _1 -----
.. - - _t
:* ..; ........ 3 ........ ------- 3. ..... ------- -------- .... T: ::::, :::-!:::::::: :::::::: :::::::1::::::::,::::::::4 , : ----- : :::: ------------ �_ ..... � ......... ::::::::::::::::::::::::1j I ... I ....
. .
.. - ___ . . . , .. ........ 4 ------- �- - 4 ----- ------- ;;: :::: :::::: .::::: I __ +: ;:: . ....... . ::::::t _1� -------- t ....... I � ----- ::-�-::: ..... I ....... � ....... 4 ..... .... :� ......
�::::: . .: ::: ------ :"[,:::::::,,:::::::t:::::::Ii-, --- :::::::T::::::::::::::: ::::::::r:::::::�:::::::1;:: --- -------- ) -------- - _ - -�-:-:::::,L_: ..... ..... ........ .. - ------ ::::: I .... ........ f m_ :�:: ft- I ------- . ::: � , _.j� ........ 1_ ---- I --- - ::::::: :::::::: :::::::: :::::::: :::::::: ::::: :::
.::::::Z:::::::t:::::::z : --- ------- 4 -------- � , . ................ . ..... ::�L: .............. � ::::::::,,:::::::: :::::
....... .... . ..... ....... :::::�:::::::: ::::::::, .,:::::::: - . - ------- - ____ - - . .
'._.......r1__--_%;- _�* ..... . .__z . 7F H-nm --- -------- � -------- �_____ -Z,-.,,Z-�.,%:,.*,�l.-,,,,,,�...,.,V..�.--"",-,-----,--�,,;�,,� - ----- 4- , -.1.1.1.11:".-,.,.,,,,��..".,.....- - -1. I - ------- ? ..... _ .... I . .- _1111- 11: * _-*....+� ...... .+4 ..... ... .. .. . ... �._ _ - _ 1111 .. ...... 1..;__;.-., -.1 ....... 1:�� ... . . ... .. . . � ....... . ... . ....... .. . - .. ... �. ...".1111 .. ......
..... I ......... 5� ....... t� . . .,:,__ ;",:::::: .�11,11"11:111=, - %.-,. �:::::::3::::::::t "';..."r _.,_4,_,__ ----. z:.-.-_,-J-,.-,-.-, , 0_.--'--_'...._. ,.1t.:x...1 .... ...... - I 4 - - :
. . �-- ,,, ,
._. .... .. - ""I 11 I._ .:, - � ...... � .*,
- :, .T--. - - 1 ... ; - __ .. 1� '.'::::::::`:::::::�:::::::: :::::::: :: :::::::�-:-:--:::::::: .. ........ i�_ ..... 4 ......... 4 .......
1 " I :: ........ ........ - -------
..... � ......... � ------- 4�. . ........ ............ ::::: : - :::::::,+:::::::1:::::::.. ::: :::::: ..... ..
� ==+.;:+,.-_.-=, --,- f � -------- � -------- � ..... .1 � ..."-",.,,*."�**:"-**.,-*-",..,��,--.-�------"..-..-.I . :k,4.,.-.J-L� .-: ... �_4_'. --- - .. ... - ... 4 -------- -- �:::::::�,::::::-4--- - .-�*�*-.��":.*,.,.".*,*'.*,.,*."*.'*'*. .*.* 11
'i i -------- -------- � , _W�_:.�. !N ", 141 -, . . -..,--- .-
j.:::::::43 ..:t,t:::-:::;::::::::�:::::::�:: ..... � -------- �� -------- ------- ........ --- ------- -------- � ------- 4L ---- :::�: ------ ;� ..... I ........ � -------- 5 -------- -------- - ::zr ::,,*,:::w ... .m d _� ..... % I ---- 1:::::::J- --� _'.* ........ � -------- -------- -------- -------- -------- :::::: . � .:::: ......... ....... ........ ........ ........ .... � ...
---- : . : N . ::: .
, ":::::! ,-- rI T__�..X__ -:::::::�,::::::::�::::::::::::::::,::::::: ..., ...... ..... Z::: ..... �_ ..... 4 - � - � -- - I ..... ; ... � .... �� ..... ::t:-_ ::::: ... ::::::::::: --- ::1::-:::::::::::: . ........
- j7:�:::::::---r:::::::: -:-:-:-:-t::-:Uj1D. ::::: . t:::::::� , ,
::::::*:::::::1-:::::::;::::: -.::::v,:::::::: ::::::::;:::: ... � :: + ..... ..... - -.- :::f::::::::v_ .... . ....... ...... . ::::::::::::::-,*::::::::�:::::: ::::!7::: .... 7L . - :::: :::::::::::::_-:: :::::::: :::::::�:: ...... � ....... �� ...
�L . - 4 ------- � ........ ........ ........ :::::::: .. I .. ............ M41__. ,.w.j- �
I .-_.- - ,�",T�.,+,,---.-,,I�.;;.-,-,,+..-,7,.�.-.-.:.-,-.,.-I -�Z:Z 1-'-""1-",;*1 ".""�L.'.",-,.-,.i%-",".-.-.,--Z� ......... � ........ 4 ........ ,.-,�.-.-,-_ -_-�--_-,1'.:.,: . .... ... -,7,-_.:%,-,: -,%�z 0. ,;.,.;." L_..j:_:,1.-. .�,.�.11�-:;:;�:,.;��",----""-.-.- �*� ....... . * ..... * ................. -.,...!. __ -.:-,..-.J.- _... - :: ::::::::
=4 .4_zz. -1-- 1_1�. 4,.=j-_,.,.,��_:t_ ��". . -.1.5 -1 11 ,.% ...... _'. �.ii ... , - * , ,� .... .. . �_........ , 11. ,---...--.-_±.-_-_-,-_-.J .. .... ... .... i_-.-,.,_A ... ........... ji ........ I., ,�,.,:,.:.".,..-.-,-,.,..�'ll". - `... .1 ....... _i� .... 1-114 .. . ... . . ..... . :i . ..... .... .. . . %.� .. . .......... � ... 11 ... -1- 11.1%. �� ........ k ... .... .-ij+ ...... � ....... ........ ........ .... . .. L.: . .. ....... . . -:-.--..-:-. -,7.-.-�--�.-.
'.-.-.-.-.�-.T--,,.,--,-"�,.=--.,��.- . ........ ........ ... ........ � --------------- - - -. .. ...... =10 ... M .., , - I . .... .. . ...
I . . � -,:::::::� :"**
..... ........ . __ . -------- -------- -------- � -------- � ....... t ------- � --------- � -------- �_ ------ .. . .... ........ ..... .: , .... ... �.- .....:: ......... ... ... � ...... ...... �..:.
__ , �. .:::::.., ........ k ........ , , -- -------- � -------- s ........ ---- I --------- ------- - � , i .
- . � : t ..... r'. .:t. V) ------ � ........ � -------- � .... .'��.,:�� . ........ ..... _4 ...... � . ........ ...... *:_
:, ::::4:::::::::: ... ........ . � "' - Q -� ........ ....... 4 ". I .... .. . . I --- � -------- I
- ----- ::T-:::::::-::::::;::::::- t:::::4:::::::::::::: 44 -------- :::::::1::::::--t::--::: -------- :-::.-:, --- _:_1
I
.-Wi I- 11 -------- __ : : ::: :: --- _1 .."li
__-
"I'll., ..
- , -'I--
.4 -------- � -------- I -------- ------- ........ ... I .... ........ . ::::: . . . . jr :: : : . . I - -------- -------- --------- r ------ :::�,::::::::::::::::. ....:::: :::::::: ::::: ... ...... . - , i'+:: ...... ........ ........
�.:::::::1:::::::�:::::::: ::::::::� -:::::::;:::::::n:::::� -:::::::2:: ..... 4 ---------- i ........ ....... ........ ........ ........ ........ ........ � -------- � ........ �� ..... - - - ` CNJ P 1W_ ---------- El�mv- :::t:::::::2:::::::-, ........ ...... __4 ------- ;__ --- 4 -------- c ---- � ------ :!,r:::::::4t1:::::. :": --- -------- -------- - ::, I ....... �.::::,� _�:::::: . .. .... ........ ....... : ::::.:
.. . . ........ ........ . . . ---- ::: ------- -- ::::::�, -------- ------- 4 ------ 4- ---- ----- . --:::::i:::::::,�:::::::��:::::: ... ....... ........ ....... ...... ........ ........
........ ........ ........ . I .... ........ � -------- I "- - -- .... .. --- i ..... ... . ............ 1..+...,+.+.. +,p . .. ::: .. . . . .....:1::::::::1�: ::::4 - --- :::::::: ::::::,: w: �. .. . - ....... ..... � - --- -- -------- - .. -
,. I.-III.I.., 11 ......... : . ... ..... V.�.. .A., ..... _+� .............. r " ---- -------- -------- ---- 11 - I
. 11.....��-, . .j�,. ....., 11. , .: .... ...... : . ..... . _�____ 11%1:..:1. 1111- � ....... ,-.1.1- - ----- --.'* - '� _-�-,,-�.,..-,. . � .' ...... .. �..'.�.'. I '.�, . ... . ... ........ ........
,:::::::��:::- . ... ... . ........ �.`_,., �., _,� - _` - -"+. '..... =1 -1 - 1, ...... . .. . .... .'.::.�:.+,: ... ........ .... . 11. +.11.11 .............. "I.,
... I ........ f -------- ------- ........ ........ ........ ........ ...... ::; ... ....... ..... * ....... 4L ....... Z� ....... ;.- ... :::4;::::::::,�::::::::4,:::::::::::::::::::::::: ::::::::t:::::::��:::::::�:::::::;�:::::::�:::::::�::::::::,*::..* .... ........ i -------- � _-_-
....... I ... -1 -------- ---- ::::;.:::::::: 1.111-11, . ..... :: ........... . ..... .... ::. - .. ", ,". - * 1, "I" - -� �:: �.-,`., � .44n.: . .... I .4 ........ ; �,.,:,.,., ". � ,'.:,.., � ,:,.".�*..*;�:*,.".*�-..,,.,��,., ---.,.,,-�,.="�,�,.,,�,--.,-,�.,.-.,-"..':'.'�,.".".,+ ... ".1-1-&-.111 -�.1111.,.* .. .......... 'i . .... ........ �i .... .. .%� --- I -------- ------- -- --- ------------------ ----
_ 1- ___ ___% . ... . . . .. _'..__'.1.1111�!_11 I " - - - " - - -, ,.1.. �- ....... I ... _1
_ � . ...... . i"_7__�:. .. .... .... -
I >�-:1�.- ,Z--_-,:3,z��_*-_+.= -------- ::::::::::t:::::::� . .� . . . :,.*.-.,� --,-�.""-,�.1--.��.-�,,�.,�*.-. ���.".:�.�'..-.�::.-.:..-.t--.�D.-. + UV-0 .
:::::::t:::::::t:::::::t::::::: __4 ------- � -------- � --- :J. 1_ ..... ,,::: --- ::1 ....... 4 ..... 1;P-'-!- :::::::j4 ::: := :::::I--:,- ::::�:::::::,�::: I
*. ;:::::#:::::::t:::::::1 ::::::- ::::::s:::::::::::::_ :fi::::1:: ... ,::::: --- -------- � ........ � ....... �. :::::n:::;1::::
-
. '-"*" - + �j , , --- I ------- I ----- n:::::!.',:::::..4 ....... ::::::::::: , ::::::: . ........ X - - 1 --A ::-:--�:::::::�:::::::��.::::-::-'r ---- :::�--:--:-�:-:::-::,,:::::::::: --- �-.::::::::�':::::::::::::::::::: -------
- .,+- , .4 ... ., .". '. .,.%. .T 1-1.1 "I I I ...... l-, " .. ............ -,: .. ......... ... �_,___.
+*'.11.4=_=t-_r!=� - ` -9 � - % ... * % . � %. ,�T ,
-------- t , . . ..... 4:..:::: _Ijl__�__ *-*___4_______T ------- , . - �::::::::�::::::::::::::::�::::::::,�:: ..... . ....... I ....... I. I . .. ' . ........ ..... _
V - t:::::::.-,: ... ---- ------- .... :::t:::::::�::::::::::::::: ----------- -------- --------- . . ..... � . ..... ... ...... m . , _--4 "- - -_---�� . - - : . � ..... ..... -'*:: ...... ... � ....... ........ ....... : �
_'. . f - -- - i - ! __ --- :� ........ 1 -------- t --------- � ........ ........ ........ ........ ........ ........ ...... .... �..4 .... 4�._'�'A'...n.+. .*1.1�1 .... � ....... ........ .... 1, ........ � ...... 4 ....... ..-. .� .... 1.,.T.. .`.1..*'.*.. - 0 : .
----- t::::: . .... I ------- - :::::::I::::::: , _:::::::�:::::::�:::::::j:::: :1 . ... .... ::::: - " . ........ III ......... :: :::::::�:::::::: � ........ ........ :� ..... 4 ........ 4
....... . ....... . .. . .... :::1::::::::,�:::::::: ::::::: :::::::�L::::::: ......... 4 ........ � ....... .... � ....... i ----- '.... .� Z_ ........ 4 ------- - . . 'I - :::: .... ----- -------- �
& ------ - * _.:::::q .,::::::: I ---- � -------- � ----- T 5 . ::: . i -------- - -**' -, . I I
I. m_. ------- _ -- � -------
........... ::::::::,L:::::.,q::::�:-:
.... � ...... I ....... :1:::::::: t ------- - ---- :::!, " '::::::±:::::. a _� ........ � .................. ... --- -.7. � --------------------- :: � ----- __ .. :: .... * i�' ::- : - - --��--::-::: -.. :::::;L::::::: ::::: ... �__ , I ::i:::::::::t::::::::�:,::::::.* -------- -------- � ----- :::+::::::::..--::::-;*."�:::::::i�:::::::,'i ------- � ... :':::,. :::: .... ........ ........ ,:::::::: ::-:::::i
� * ....... �. - =* , , .... � - ------- � ........ � --------- 1� ....... 4.� ......... �_ __ �� -------- � -------- �: :: : ........ ,::: :::_:::::::t::::::J
,
, "
---- � -
I. I "' - U-
t- . .
I - � . . ,...___----_ 1�
..
- � . .
.
.
, "
" ,
_�i T., ... J! , . . * '� ' " - I
,
, , 11+111�11
- - ----- ---- I- :� "
*
, -
__ � - - .1 --- ----- ------- :Z, �
- - -__ .. _ - .... I
... � .
-
I', - - I ____ -*-__---1_-_ 1-1; A, 4
_
�_ ----
- I ---- � :
I ----
, - 111�f_ I
�_ 1� --- I- . b, -
%
.�'
-, __ -
*1-1`, 11
111 --' .1
__ - :,7
--- I �
--- - ... .'
I
.% I - . .
I_. - .
- , __ .
. - F�� --ir... ___ I .. :� I . I
. ,
- .. . .
3 , 11 : -1 I
- . .. -1 - I .
-
.. I
I
"' .,
,
:
-4
[ :1 ` . ,�.
.. 19
,
. -1
-
.
` . I. I
,
-.1
-
_�
-.1
... . I ,111
.. . Z:
1. 11 I : a
�z -
I
..
I
f
�
I
11
I
��
I �.
I
I
----
.
,
5
P I
$��
N
i., -
-
i - I
1,
�
i
- ` I
J7 �7----
T, ; . .. ... �--
.
" ::::
"
;: "
.�
.".
I 11.1 ....
:::;::::::: ::::::X:::::: --::::q::: :::::::Z:::: --- :::-::,? --- :::::::::::::::: .... ........ , :::::::::4 - -, ----- I ........ I ........ � ------- :,,.-1_-.-.�.-,;�": .. ... . *,.*.' ..�. .", _......-, .1.1.1111, .
- ------ ........ ........
,
, . , . I . I
t=.- �= -1-n - � I ------- -------- ---- I'll -.-I...- ..... Z% ............. �, � ...... ,11-- ...... . j�... ...... � -.1. ... ..... . ... I ............... ..... ... ! �.-,�-,.-..-,�,,--.,��-,,.-�,.-,-,,--,.-,-.--.-�,-.-,-,- :-.111 I :111.,.,...:1_._. �.'.'.+".:".,.,�.,-.",.:.::.*.7�.":.,. , .-1+.+._1+_.1. .1 - '. , ",- ',..,;." -'_,.:,::..,.-. ,,-.,,-.-..."-.,k:,.-,,,.,,,-,t** ....... �,',...r---.--.--J ........... � ........ ..... ,__ .. . .. .. . _ ...... , , . - -+:,.-.-,,.-.-_-,.-.::.t I ---- ........ ........ � ----- . . . ,::::::::
-.-+,-:z ___X._7_.-,:,Tz;;� fZ_'1+,_1';*1.'1F:__1_, ___ . - ------ -:.: .... .. �-+:.: ....... it.: . ... . ........ ... .. ::::::::::::::.4 - :, . -- -
___ , ai _� �, � �,: � " - � ." ..... ,_. I'll . .. - - .., .. ---4.,: . ..... -j� - -'�----,-.,.,%.-.-�,-4.--.F�..,--,,,*.,.--.-..,-, -::: ;;::;�:::::::-,:::::::i:::::::�:: .. ........ ........ .... ::::;�--:::-:-�,�:::::::t:::::::i.,: ------- � -------- � ........ . -
.. , 1". __, _11.- . I 11-.111 � 1 �111 ... ; ........... ...... �. "..", . __ _11111% - ...... .
4 ------- ----- ..... �.,.,::: I.". . , :::::::,, ----- :-t-:--:::t: ........ ------- � -------- �� .... - ....... mm- .-, . - ----- � . ..... = - - -, �...' --- ".
� . ........ "T ., ��: ..... ... .. ..
--- ---- .i-. --.- _rl.,_ - -------- -------- -------- ... I ........ 14_ ............ . ..................... : ........ I ....... 4_,.,_,.,...,. ..,.. ......... 4. __� . I . .1- ... � ...
:::::J,.:::::::::::::::-;:::: ::: :::::::;:: ..... . ..:::1l:::-:::: ::::::::::::::: -, .... ..... � - ------- -------- -------- � ------- �? ........ � ..... ........ ........ ..... :: - ::::::::�:::::::4�:: ...... ..... _4 :�:::::::::::::: r ------- ;:::::::: :::,:::: :: --- ----- ... ... � .... ........ ... ....... . % I
I .. I ------ I :_T::::::_:: ..... _ ------ ; --- _4 .
... I . ., 14� . . .... I-4 __ .11 --l".1 , -6;iII;-- - ----- W ----- I � . . --:: , .� ------ -- I --------
+ .
__ - .. E : -------- 4 ------ k ::I:::: ------------- :::: I I � --- f ------- :: --- � -------- I -------- ---- � ... ........ I -------- 1_____._.__:::::::::::�- ........ 1-::.111- ...... ..... � - -------- � ......... k::::::: - . I
f I " ' , . ------- �� -------- . .� :
.: ... 1� ,::::::: :::::::3:::::::- -- f A -------- - ------- - ------- 4 --------- ! I -------- I -------- -------- -------- ::::: . ------- 1� -------- � ---- I .... ........ I ........ .. ... ... :::::.".,::: - - - :-::.-�-: ---- ::::::::�::: ---- ;`�:::: . - . -------- :::::::: ------- � ....... 4 ------- ------- j -------- -------- ----- ....... . :::::::i:::::::t ------- lt::::.. . . : ::::: :::::: ::::::: � i
------ > ---- ------- .. - R . __j ---- :::: . ------- ........ ..... - -:::,:::: --- �� K ..... , � � . . ..... � .. .... ........ �_, ------
:::::;:::::::4T-:::::::;::::: *_ * ------- 4 ------- * -------- � ------- � -------- 4 -------- ----- � k-.- .. I - * ..... ........ � ........ ..... ::� ::4:::::::: ::::::::-, .......... .. .... . ................ . ....... 1 --- ::::::--,�-::::::i'�:::::::-'.t: : ::::j +9 ;QQ:::CL::1, - i , .... :::::::::::;,-:::::-:t:::::::4,:::::::��::-::-:I: ------ - -------- ----- . ____.wwtw::::::::::::.. � ........ � - ... . I .. 1�
- - . t�, - - - - - _ ..... . If'.." _Q - " : ... ` -- ---- - � - :..".-,.".-..-.-.-,.,��.-.�,,.-,.,-.,-.-.,-,.-,. . ... ........ I --------
--- -- -- �.�"lz;�-�z;��,-�ll,"".-�.".-- - j.z;z1= �,__ - ,;�:Z;=�� zz_'. , , +.,%%% � . .11,.'...- -_--'...,�.:-., � ..... �.111.1 ......... 11.1.11 ... . ............ ,$+_ .... ....... :: ........... _i� .. .... �� ........ .. ��- --..i:1 ... I ... I .�: .......... ..... i� ........... ... ��.. -.111 ....... .1 1� ; _, ....... . . :�, . .... " --"-.,..-"-.�,�...,�-,:.�-.-,--,-.,� -..-.:,-+.% . .... ...... .. . . . . . . . . . lii.� . .. .... I ...... - ... +11 .... ..... i .... :1.7: �...:.� ...... � .-, J . . .... ".:14 __
i = -.- -_--z -_:�-.,x� ......... -- . .4 ------ :----4_,..:.,=.--.-:-- ----4 -------- -------- - ----- � -- -------- � -------
..'" - - -- - _.., � �, ... �.-.:.-.�,,.-.-.�.-.:..-.-�.-.,�.--�7.-.-.-�-.7.-�.- _3 ". - * * - �i - :� � � - ----
1�__111 I*"+- - - "., - , "I .... � ,
__.�.%_1.1_1V_'-"1",1 I ........... - ,-.Z;, .. .z. - ... .. I . I ;. .� .. '. -1. . 1 - .�_.--,%-_%_- .- __ - ._3_:_:. ...,1V..-.11 ...... �"_-:. "I .... � ... .. 1.11..-,--, ...... 1_ ........ :: ... 11 ....... %,", ..."11-1 . � . --- - ", I . .... ... 11
1:_: ----- I ----- --
� ,� :::::;.: ----- �
-------- � ------- - ------- - -------- -- = ... �_7 t " � - ----- :::!:::::::: :::::-:-,,--: ----- � -------- -- ------------ -.-::: ^&� :::::_-:::::::::: ,� --- ::::1:::::::�::::::::1::::::: .......... ........ ........ .. 'r:::::::� ::--� ------- �� ---- :::: ::::::: : ::::::: ::: %: ---- : 4�.. . . :::�::::::::::::-::-j_::::: .... � --------------------- � .... .... � ... I - -------
------ ;. _-=._-=q.%=: ...... ------- ------- --- ----- % ------ - .......
::::::�p:::::;:::::::;:::::: :::: :::::4:::::::1::::::: ::::::q --- I -------- t ! ::::::1:::::::t:::::: ------- - ::::::: :::::::: :::::::: ::::::: . ........ I_ ----- � ------- Z, - - --------- ------ ..... :-:::::::��::::-:-:t:::::::4 ISM - " ,..-. - :
....... - �:::::::: ::::: . - i ........ ........ .. I .. I ..�� ,� . , , ---- 4 --- _ ,::::: ... ........ ........ .. ::::::.:::::::�:::::::; -::: ; - ....... ... .. : - ----- �__ � ------ I
. ::: :::::::r:::::::�,:::::::t:::::::t:::::::x:::::::4:::::::3:::::::!:::::::: -------- I -------- � ------- t::::: -------- -------- -------- -------- 4 ----- 1_4 ------ :t -------- t --------- :-:::::t:::::..4.. .. ........ ........ ------ � : , . . - ::.... ------- � -------- ------ � -------- i ....... : - ....... Z, ....... t .... 11 ------- I ------- 4� ------- -- --- � --- �,::��::::::::.',::::::::::::::::*++-.::::::::�::::: - -------- ---- ': -
- .. i::::::::�:::: .. ........ .. � � . I - ------- --- .. . § . - .... ::",
..... ; -------- 4 ------- �_ ..... .I-- -------- I ----- ------- ....... I ::::: :: : � :4 -------- � --------j--------- ;.. ----- � ------ :::Z:::-4 :: - -----
�3=�t_==-,�71� ------- _� "",-4--.",t�z.;��l,----�-,,!-,---,��,;z��-�.-,t--,:t,, +-, __��4--_-__, 1 . .. ... __j ; ,�_, . i� ... .. ........ ...... ::4::::::3::-:--::t':::::::: ......
- .... .... ..... mm...: �::::::::::::::::::::::::::-::�:::-::::::::::::I�:::::-:"r: ------ � . ::::::::�.::::::::
_. - I- + -------- -------- I R-ITT" -. -:-:t-::--::! --- ::-:j:::::::J::::::::4k:: �,.-.;�,;��.-:�;.,.-,:.-.-.-.7:.:-.�:-.:+,,,� -------------- -------- ---- :.�:,-, �: .. ... .. �->-.,>-,-.,..!..-.-.:."-.,..--:P�;��,.,�,,,�-..,:,.-..I.-.-...-.Z:,�-.--- ...... .. _:�x_�_' ...... 111.111 .......... I.. I ......... � " �.' .�._-+-
:, :-:: ----------- :::;L::::: ... ::::::::::::::::::::::::
I i. ........ . ...... f-----------F- -�- ..:::::::::::::J :::::::,,::::: .... .:: ::::::.:: ,7 ::::,-:::::4:::::: "
.. . z I ---- 1;�, -- -------- ---- - ........ ........ ------- E::::: ------- ...... ........ f -------- -------- � -------- � -------- � ----_----- �,:-,...-.-.-,,�.-."-.---..I.-..-.:.-::�-� ... � 1.1.1-, FJF ... : , .-.�-.."-��.-.-'.,.r.-,.""*"�;§.X.P%�p� .N.�l ; ft::::::: - _ ........ ........ .. .... .... ..... � :
-
--,.-.,T.,�:,.,---->-�"----"--,.-- . - - 4-- .,__*, __ ��7_ I - -11 -1.1- - - 1-1.1111,> ...... � ...... � ... � ....... . . . ... . I - - .. ...... __,.�, ......... .... - .11 I .- ....... .... . . � .:: .. .. , .............. �111.11,1%1, . ,i�, .... I ....... +11 . ......... .. , .'.� ,.� - I � , 1. "
* ------- ........ - , , % . - __ - ,::::: , ,_ �'.'..'.'.' -,.,.,.,-*.".,��'.,+.'+.'.".%.'�%j'."--'�,�%. :+.%.,.".,.%.., ,:%.,.,.,M_� ... . ..... %�� - * �i, �. : " � ... W �� .... :::: ..... ....
:: . � �:V&_:b ... M7N�::::::::, .. . :::, ...::- Z:::::::�:::::::i::-:--::�::--:::: :-t::::::!:::::::-`?_ ..... ........ ........ i ........ ........ ........ �. -��- :::: : ;. I ::::
-::4,�:::::::,� ,:::::::41.:::::::: - I ........ 4.::_::::,_, : . . :,::::: . ,:::::::: ::::::: : ::::I: �
-:::::i�:::::::�-:::::::;:::::::;::::::: , ::::::. : ------- � ----- � -- ------ t --------- � ------- --- � .... ...... jl�-r -il:: . .............. .... � ... . ;:::::::� . ' Z:::::::�:::::::4:::::::: ":::::: ------ :: ::::::::
-:::::::I:::::::4:::::::4::::::::::::: ` ----- .... t ..... � ........... 1� ..... :: 0 : _. . - .- - ::::::::� .
--- i -------- � ------- - ------- 4::::::*:: :_ .,:::::::� :,_::::4:::::::] __ Mibz::ffi::4& :7 . ::::`_::::::: ....... I .... �::: "
:::::::t: ... Z1*111 ::::::4::::::::;- - ------ ------ - -------- � ----- � . ..... - t ------- ---------- -- ----- AR ........ i - ::::.:: ..:..' . : ... �' ..,:::::q ,.:::::::: ::::: :::::::t:::::::;:::::::;:::::::;:::::::;:::::::: :::::::: ::::::::�::::::::,:::::::: ::::::::,z:::::::jL ....... � ... _ ..... .. - .:::::::: :::::::: :::::::: ....
---- :�,�..:::::::�f:::::::t::: .... 4 ....... 4 ........ � ------- i -------- �: ...... . ... .. . ......... ........ � -------- - :-::.::::::::�:::::::t::::::-� -------- ::::-::i:-::::- :::::::: ::::::::,::::::::1:::::::- ---::::J_ :I'::::::::":::-.:-.- *::::::: ::":* * ........ m * .: '.
Z� ..... ::t:::::::4:::::::j:::::::;0 -:::4 --:::-:- -::::::I': ------ ----- --- --::- ::: , . , _: ,
. - -
I -,--*,* ------ � -------- i ----- ::- . -- ----- - .. , � -------- t, ------ "i --- ? I ,::::::::* I i I
, I - ----- I-- :,-L::::::: ::::::::[:::::::�::: . ...:+ :::::: :::;::: ..... m M"', :::::::: ��'�:i�+.�.: .. .
I _:: ..--: I ..
::: .:::::::4::::::::::::::::�l::::::::':::::: ...... ... ...... ---- � -------- 4 ::� -- -: �: .. I.
. . j .. :::-- - - i I PC f::::::: - I+- - �__ :::: 1. ,. I . . I _�:::::::t ::" � ........ .......... ....
� � t, + . .
I 10 1 1 12 13 I 14 . u_ LA-1 15 ""
SEE STORM DRAIN PLANS
'I'M "1^Af%P% A lr% ^A^^Ar%
z
_j
W
�_
.4
: LD
; :I ,-- ,--�------L_F I - ._-.1!...1-_�. L_� � I I X ---m
I .0,--� 't I _:'-'I ....., I p�� '- L I N E A ', 1 \\\ I " I - u a
I I I , * , ; i - u� ! ,,, ,,, 1430.91 - TC - N W
� / L01 -_ -_
k��D,15 : i 0 '0 __ _j _�__ - - I
/ u _J '*_� i , - t - i I i, \ \ \
IMPROVEMENTS SEE I : : /_1 : / 1�11�"__/� � Cr Id �`e 11 - 93;;
MS 3999, IP 040188. SHT 5 : : : I I �/ _j R/W r / 1 ,14 1.12
1
1 1 1 / I W A: 0 0: I ( 1� - .9- " I
'I cr +
1 54+5�_j W u -1 1101
; : .1 u ..4348 < �.6 .W 0 - It �
9 RQR ,',. .... + 00 u)
I 11 k......- W W 11 u I 11 C4
'.....'., j �_*%.,; C10 VA -
.
I 11 1� .-+. , "' 0 0 -TV co -% .
I � (1430.51 TC) , +....+, "...", 0 - �-� -e- .9- I 1, I It � . V
I ll / ; 1:-.-.,.. 'I 0 I
I .:'I 0 V) I 9V ' "I ' ' ' ' GP
I I : Li�.;`.:.1 a
I �+' -:.) 2 ,-.-.+.*-..' 11%% 22 8 vr ii; " (711
.
1 55 ��. - Cn 20 21 U. As
I � 0 0 u) a; � L) r! N
I I I � - � 11 I I %of 46 f- V_ 00
t Ln
I I I I I I I I + /U + sqq V_
I I 11 I I 0 %_ fn to +
W_ %_ It �i %_
.2 z (Y'l � ON4
. MENIFEE ROAD ' E5 18 , .11
W N ;To
ca V- 0
MS 390000 + 11 Irl
DIG A Tm RT I P 0401 88 0
CALL
BEFORE CAUTION: PLAN: ROCKPORT ROAD
YOU DIG! CATION OF EXISTING 40 20 0 40 80 120
1-800-227-2600 UNDERGROUND FACILITIES IS - I -_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE Ill- 40$
Calat Isast 2 working daya prior to excavating. VERIFY IN FIELD.
NOTE: I COUNTY OF RIVERSIDE 5620 RIARS ROAD BENCH MARK:
,!�Z ,,I''!
11 11 00- a a-= SAN DIEGO, CA 921 1 0
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT ;01
� � �, I fEssl I I vus/p 619.291.0707
NOT COMMENCE UNTIL AN ENCROACHMENT I - , RIV.CO.B.M.M-14-63 IN THE TEE
I APPROVED BY: 4 (FAX)619.291.4165 INTERSECTION OF NEWPORT RD.
PERMIT AND/OR GRADING PERMIT HAS BEEN .0p .% % L. a, rIckenginsorIng.com & LINDENBERGER RD. A 1"IRON
0 , .
ISSUED. . , So DtW RWK" sacnollaft ofew Pho" TUCM PIPE & TAG MARKED COUNTY IN
I 0 No. " -T- go E DIR ON OF: CAP WELL MON.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS 9 950 10! Zell CA m
RESPONSIBLE FOR ASSURING T I - Exp.6-30-08 I IV aj2�� Wj- - Ir I -&IT/# 4 W_ No.C276 f" 1984 ELEV.= 1425.301
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. 3mlg;- co f105
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY MARK BY DATE APPR.JDATE V * KHA A. /H&ollf ,� DATE: * Exp.3/31.288 *
't d I* i
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY J>, clvj�_ ,\ 'A CIVIL , 6a
ENGINEER SHALL BE RESPONSIBLE FOR. DETE . - ----W- I e_ ROGER L. BALO R.C.E. 27678 -
LUTION AND REVISING THE P DESIGNED BY: CPE OF 011II - elzi zr_I,006-. 4" - pit ATE:. 40vft� REGISTRATION EXPIRES 3-31-08 - SCALE: H: 1'�-40' DATE:
UNTY. DRAWN BY: TZ CHECKED BY: RLB V: 1 "= 8'
1 i _____ I I I . I I --�Inn%�� 0 -
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
(�D
N89-13'41"W
1 99. 94"
__.
,(D
A=11-11'23"
900. 00,
1 75. 77'
1 '_-_�
k, --)-)
& 8- 39' 51 "
I 1 000.00'
-
1 151.221
.
CURB DATA .
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
El
N89-13'41"W
109.95'
M
A=11-11'23"
872.00'
170. 30'
[1]
A= 8- 39' 51 "
1 028. 00'
155.45'
[�]
N89- 1 3' 41 "W
109.94'
E]
A=11'11'2311
928.00'
1 81. 23'
-
El
A= 1- 04' 34"
972. 00'
1 8. 24'
CONSTRUCTION NOTES
I PLACE 0.33' A.C. OVER 0.95' CLASS R A.B.
!�/
STD NO.209 AND STD NO 209A
( 6-C.F.) PER COUNTY
OF RIVERSIDE STD NO. 200
,-N CONSTRUCT SIDEWALK ( WIDTH SHOWN ON PLAN) PER COUNTY
@)OF RIVERSIDE STD NO. 401
AME SIGN PER COUNTY OF RIVERSIDE
STD NO. 816
ULSION
BASIN PER RIVERSIDE COUNTY
STD. 300 & LOCAL DEP. PER COUNTY STD. 311, CASE C
A-21%
*y SAWCUT EXISTING PAVEMENT. SEE DETAIL SHEET 2
TRACT 1
30422-1
- . 11W.
040242
COUNTY OF RIVERSIDE
SCHEDULE 'A "
THE LAKES,PHASE 1
TRACT NO.30422-1 I
IW.O. COUNTY
I FILE NO.
SHEET NO.
4
OF 53 SHEETS
Hi\(3-14t,'JONPnOSe-l\IMPrOV-SneeTb\4��VPRII��.UgP
. 11 ! � f_!�..-! 1. t"r -� . JN 14590-
. �,, i'f,
.....•....... ........ ........ ...:.......
................ ........ .......,......._,........5.._.. ... ... ... _ ... _ .._..._.Y......_.>........,........,......
._...k...._.._r................::... .........t........
......._i......._i. ... ... ... ... ... .._ .._ __- _-
.....r................. ........ .:.......:.......ti........k........i......_.;..._....i........ i........ j........ ..........._..... �_.......y..... ... ._. ......i""_"....i-...._ _..
F..............i:.......:r........„........ _......i.......-;.... _....-....... a........ . .
e
....... .
.. .._y- .__ ..
.. - :v...,. :: ..v:v-
.._ - ......... -E.....
}
..... }........ ♦........ ...ln\�1-;:V . ....y{.::y....... ........i.... ... r...._... <..................>_......:-....... _:_..__.~..__._.-:......_y......_.<...... _.r.... _._.,_..._ .. _._...._�..__..
.. y... .. .. _. _. ...
y{�--{............ F
.. R..... _ - .. _._
u� - ----
" ..-- - -
._....,.... -
a" T------- CD --- ::::::
°:::- ::::-+.::: - +---"_`---.--- - - --•"'- - '--"-"... ....:::::. - .a �... r,-._..... - - ------ -- ---------R-- _ ,---.._¢------
_- y :
._ .._...:.._..... : .. ...... ... ............��....... .: ... ............... .. ...i_.... _._k..._ _ __.___.. _
i"" : :. -.. "-
rL
.-F.............
......... .... �w. .... .... ... .. ....
v. ...........:.. ...:.
..;.. .... �.......:...... i. .. t...
..... _._..._ ........ r...... .. ....
.. _.... r..... .. <...... ....... .. ,........, .. .. ... ... ..............., .. .._ .. . ...>._ f .. ...
__... n........ ....... ........................ ..e.`....-r..._....' ....... i........ t- ... _ _.._ ... _ _ ...
i .... ........ . .....a.. ......., .. .. : .
R....... ........ ..... ,- :........ ..-,.... ....,.. .......R .. .
R
4.
�1u1��-
.... .........-r-.... ....f...
lti( ..<<........ ...._. .. .... ._ ,r:........_..... ....... .........y. l... � ,........:..:.............. ....................tf0.�..�....r�. .;��..A. ...... ..... . ....f............. _ . . , _.......f.,.
.. ... ,,...... ....y..
....................... ...... --- ------ ... r .
.....5,:,
...... .....
......
.
.............. .......... �k.......... ... ...... .. ... ... ...... : ............> .... ;
.................R........<........ f-....._..>.......
R
........;........' s........«.......::...............:........::.......y........F........;........i........;........
................:-------- -------- ......... .......
........r.......,.........,........ .......... ,........ ,....... •,........<........
........
r
i.
.. > .. : ..
....... ........................_.. _....___.._.._.._ ._...._.......__>..._....
..... ... ..
....;........i........i........i........{........:........
.>-. ..
> -'_.. ... ... ..
_....._ .............................._...........
.. ..
.......: .
t
... ... ... ... ... ... .. ...
................'........ ........ .._.._...'....__-
__.... t.._...-t........-:.......-,.......:.......-n._......,.......r.......:................._^.......
...
.. ............ ....i........ -
....i .. -:..
_.. _ ._. _ ...
_......ir
1�
T�Ew.
........ �,.�
x
H'•`
....,
•�i
�/�-
:.. ...B.
t' 1
ice. �
r
.:..,
..iF.
., ..s
'
r .. ......_. .......:...
:........ ...
...... .......: ... ............ ........ ._......' ... . .....:....
.........r ........:........ 4" ...
........: _...... ... ... .. .._
T 1`
...
.... _.. .._
... ..
R
•
-• '
,
.. ....7777777 , ......:.. ... ....
_
f •
-"..... ................
F......................:......
.. .:
........
, .. : : e ........r.......
.......<:.._.....:.......-;........>........,........,........ i........;........>..._....
t' '" " �" ...... ---" ..;.................>.::..
.................:. .. ..,... .. <.... .
.. ;... ..i... ..,
.......::.................F........;........:........:........ R.................................
................. ........ ....F. .. .......R ....... , ........
........,................ _,.......::
:a--- -
.......... ...
r........ .
..,::.>. :.. ':: .. ...
... ... ... ... ... ... _-- ..
--R.......
....... s........:........ .......-,....... `....... ti........i.. ... ... ... ... ... .. .... «- ""----' ------ - ----- "----- - - - ._ .
.. .....:}........}........ �.......: i-......:
i
--"--'---...-"--...... ..............:................;........;........5........;:.......5........ {........ ..._...,.... ... .....
.......<.................r........,........,........,........,........%................,,..... �. 11_ I...{ 7J
16 17 18
A • r
V
W'
r
d„ 0)
Im- N
W+
W
to
NW
WZ
WJ
CO) _
V
Q
.. R._......
. .>.....
.....i................r........{........r........>.......y.....
...R ....
..
..... >:..:::.:.. f ........ R. .......................
t _..... J ....:.. ............ Q S
. :...
y.
F r +..............�....... R " R........ t.
.....-
.: t . .. • y . .. .
r
r 5 r
........................... ._....... __,.. .. {........t........ ......_:,.. ..:.......
..<
.-,:,... ..:o.: r
3
.f................ ♦.........:...._..,; ....... �........;.......:........
.R..:.....: ... . y._
.:................ .......f........,...---- ^ .... y-.......F....... ...:-......_ ....._....__{.__.._..«....._.. .i.......
..... ..y.. ..y._
r- F
W1 y f
r.
z
J—
a••r e �
Tof, ; y ,
... ..
R --!
x
..... < ..r.......: '........
... -::: ....�.
-f r r
....-.: _... _-- .:_... ..... .r........ .._R ... .....
h.
..................:......_.,-......_......-_.y.......y...----- F........J.. _...__•--------f-------- .._.... _._..._.__ ....... ......... ,........ 1.........._.....ti ... .....
<........•._-...-.>...-..--w._._...y........:........«.....__. f-------- ------ ....._
r )
y
.:........ ........a--......::..._...,-........... >-.__.._...-..._n--------:---------5......._ t,....... y......I
...
................<........,-...._..,........t-....... ' ..._..: >............. _._ ...._.__<.._..... ♦......._. .---..._......._,......_..:..............a- -
.... F ......... o.......-r _.... ..... ... ....... ....... vi...._._y. K......_......-:.......
.......... -:. .....y.. ...... .:.. .... r .......... ... ..
.:::......' ........x........:.......„ ....._._ •...............:.....:::.::.. ........ - ......... ...............:<-.......o .:...::........
� r
...................:... :........ " ........' r........ .
r r
R r f
?
i
..........................................::.......<,._.. _.. b.... _..;;-...._.y.......
...............'..{-.'....'«.'..... Y...._.r.._...Y.................,........F.................. ........
.......
.......5-..... ........a.......:..'.....y-.......5.......
19 20
f r y
•s
y
.. ... ... ... .....�.._.... ;__......y....
t
S Y
...:.........r........-......_y........>....._..........'s.........j........i........;................>...... r.._............... ....
...:i.......{ ....... j.......::....... ti--------_.......i..._....(........i........:.........:........::.......::--._... <:.......:,......
...t........:........::..._...:y........:.........{......-----.----4 ._..:::>........:. .... _... ... ..._ _ ...
i
;....,:_
.. :............. ............... i..... _..;. .. ..................._ ... ..
...♦-.......p......-i........y... ......:........R........ i........i.. .. ...... .....t ......... ....._
...'........ f,-........r.......:....... y...............i........�........i.......... ... .......... ......
.......o.. ..
.t-.... ... :R
,..... y 4-------µ .....--.... r........:........:.................':.""--"--< -" ....
t..
.. ........ Y ..... ........ ....... .....,.. -.....
> .«• ....
...............................:. s ... _ ....
.> ........ .. _s. .
...,__......-:......_t:.__._..)........>.................................. t................. ♦-........
..,... _.. �............. y....... >................ . ... ... ... --- . ...........................
.. R.... .,- .__
...:... . y........................... .. ... _ --- .. _ -
... _ ... ... .. .... . .. ... _ .. _
... ,..._ - t _ .
... . ... ... ... .. .. ... - - - __•• - - - ...-.........
.. . ... . .. ....... .. ..:..:
......>................y......-<:........... ......>........ I ......................
......r................:r........F................if.......-. ..
:... ._
r
;....... y........�........ ........F........ �........,........,........ j. _ ... ... .......:........j ..
.....,-- ....... _.I........ ... ...
.... «__.. .-- - ; .....__ r _...... :...
__- .........................._....:........«..---.._,................_.........:................r--......,...._....-......-<----'--F--....._>._..._.,----.._. .. .. t y--- _.. R" -
y -
f
.....::-.->+..---- `_..__. ._.. n.. «. t ..:... y.... .. . . y ... .. .. .. .. ...
... .>--- .. .
...................... y..........____:..__....-i_____...a._.._._...._____,........,_....... f......... r....... ............ ... _.. ... ...
3 >......... ......<........::........F............ ..i�... ... i... .. i.._ ..,...
................"....... z........i........ ........ i........i........«-----'--;........;:.......:
r ) f
r
\_-
-- ... --
-- -- -
.......«................. i........ y.......- ♦.......................i........,._......R......_.:........ [-.......:,........_....... ....-._..... -
....,,:..: ..::., .......-:: . ,....,.. y ...k... ::.:y ........ .. .... .... ...
.......................................:........-,........>...........:..:.i-.:.....,........•. <........ .. ... ;
.._..._>,........' ......::.......::........................;................i......._i........{--......i•.......,.---...,_...._..:......_..----- .-- --- -- --- - - .. ..
,..:t..<, E r ...
......_<........y.......:R.......F....... ....... ' ~ <........;....._- ----- ..$........ ................r.......:r.......b.......:>........;..... _..t._...-------....... _ .._.- ... ... t
St. +. ........ .-.._ .
...._._:................>.-----.,_..._.._-r-._...._>_....'--5..............._,---.-..-r------.-<-....... ........>.......F.......: .._ .-. ........ ... .. ... . . ...... ...
y........i................;....._._._a•...._..::.......F....... _,.......,_........;........ ...._._ .....Y y .._ _ r ........:........F.
.F
i -
i
f s E R
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
Q
p=14' 39' 06"
1000. 00'
255. 72'
Q2
A=12- 07' 50"
1200. 00'
254. 06'
CURB DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
01
p=14' 39' 06"
1028.00'
262. 88'
Q2
0= 12. 07' 50"
1172. 00'
248. 13'
❑3
A=14' 39' 06"
972. 00'
248. 56'
40
A=12' 07' 50" 7
1228. 00'
1 259. 99'
CONSTRUCTION NOTES
'v
W 2Q PLACE 0.33' A.C. OVER 0.95' CLASS II A.B.
Z
® CONSTRUCT TYPE 16" CURB AND GUTTER (6" C.F.) PER COUNTY
OF RIVERSIDE STD NO.200
•tp
11 CONSTRUCT SIDEWALK ( WIDTH SHOWN ON PLAN) PER COUNTY
W OF RIV€RSIOE STD NO.401
+W
RX 16 APPLY ASPHALT EMULSION
W N
ZW
JW
= CO)
C�
a
92
DIG ALERT
7M
BEFORE CAUTION: PLAN: ROCKPORT ROAD
YOU DIG! EXACT LOCATION OF EXISTING 40 20 0 4o eo 120
1400-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1' 40'
Ca1at least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER $620FRMROAD BENCH MARK: TRACT NO. I.P. No. SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT
� acco, cr► 92110 30422-1 040242
NOT COMMENCE UNTIL AN ENCROACHMENT pppFEss� APPROVED P R 0 V E D B Y : I IOF ESS/p 619.291.0707 RIV. Co. B.M. M-14-63 IN THE TEE
`9( (F"19.291 A165 INTERSECTION OF NEWPORT RD. COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN A. pT L. ENG MPAM rickengineerin`.com & LINDENBERGER RD. A 1"IRON SCHEDULE A
ISSUED. ,y i �G� eq� , see Dkp Rhw" s.�en o o►ww ne" T.aPIPE & TAG MARKED COUNTY IN STREET IMPROVEMENT PLANS 5
No.33950 �— = PREPARED UNDER THE DI R TION OF: CAP WELL MON. THE LAKES PHASE 1
THE PRIVATE ENGINEER SIGNING THESE PLANS IS % 4D rn 1984 ELEV.= 1425.301
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 T ! Z 1 A ( � No.C27678 � TRACT N ' 4 OF 53 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KH D A. T N DATE: Exp,3/31/08 Oe 30 22-
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY Ba
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY � Civiv �"t �-.� �%' CIVIL �!
ENGINEER ACCEPTABLE SOLUTION AND ABLE FGR DETERMINING
RMIN NG N 4TF or cA��T- 8 z.�? UG� % 0 ��� ' ROGER L. B R.C.E. 3-31-08 2Y618 SCALE: H: 1"=40' DATE: R 0 C K�7 P 0 R T ROAD
DESIGNED BY: CPE DRAWN BY: TZ CHECKED BY: RLB F Cal DATE: REGISTRA ION EXPIRES V: 1"=8' W.O. COUNTY ��
APPROVAL BY THE COUNTY. RECOMMENDE Y WILLDAN D TE: FILE NO. AA
Rigid-14590\phase-1\lmprov-sheets\4590ph11s5.dpn
\\srv_rlbl\RlckStandards\IplotVlO\Pen\calcomp.pen - - JN 14590-A
09-AUG-2006 1051
......... ....... ----- _mm ::_:F:m_: :._1 :::::::: m :::::::4:::::mm mmmmi mm mmm�mwmm mm::�: 4 ....... ......
...... ....... ........ ........ ........ . . . .. ........ - -------- ........ ........ -------- --------
( ................. f ........ ..... f ........ ........ --------- *� ...... - -_--------_--- _-_ ........ ........ ........ I ........ ......... 4 ......... f . ..... ... A _'. ........ ...
..... ....... ------- ........ ..... . .... . ..... ....... .... . ...... . ........ . :..:: . ........ ..... . ..... ........ ....... ........ .... ........ -- ------- -------- - ------ -------- -------- -------- -------- ....... ....... ....... ....... ....... .
---- ------------- -------- -------- -------- ----
... ........ . ------- ...... ....... ---- -
....... ......... : ...... .... ..... .... ... ........ L:::::t::: -- :::: .... :::,:,: :::::!::::::::
...... .......... . - ----- ... ......... ........ ....... ........ ........ ....... ....... ..... ....... ........ ... ... .....
. .. ... ....... ..... ... ..... . ...... ........ ........ ........ ........ ..... ....... . ..... --------- ------ ------ ----- `-- --- - ---
..........
.. ... ................ ........
....... ........ -------- ---- -------
----- ------ -- ------- ---
....... ........ ........ ........ ....... ........ -------- -- -- -- -- -------- ------
... ..... ...... . -1 :::::::: :_4 --------- - -------
..... ........ ........ ........ -------- - ----- ----- -------- -------- :::::::: :
..... ... . . .... ........ .... --- ........ . ........ ........ ........ ..... ........ ....... ... ... t ----- -------- 4 -------- - ........ .......
..... ... .................. - ------- ........ .. . . . .... ---- -------- --------- -------- - :� ------- ------ - ------- - ------- ----- ...
t - ---- ----- -- ---- ........ ........ ....... ....... .... ........ .....
... ........ .. ------- ------ ........ . .. ...... z.� .. ........
..... ... ---- -- -------- ---- ...
---- --- --------- ------ -------- ----- ..... _� ---------- - --------
....... 4 4 ........ ........ ........ ........ ........ ........ ------
� --------- - ... 4 ... .... ........ ... . ...........
..... ........ . .... ....... . .... ....... .. ..... ..... ... . ...
::4 ....... ........ . ...... ----- :: ------ t� ------- ------ ------- - --------------- --- ---- --- --- ---
uj:::: .... ........ ..... .........
...... I ....... . ........ ...... - --------
.. . ....... ------- ---
4 ...
........... ........ . . ....
... .... . . ...
-------- ------- :::m ... ..... .... ........ .... ...... ........ ........ ---- - -------- -------- --- ----- ....... .......
P.: R SE --- ... .... ....... 4 ------- �:: - ------- .... .......
---- -------- .. ...... W ........ . ....... .... .......
�0:: --------- ---- -- ------ Mat 14
L ......... ::i
T. K 4 ........ ...
... . ..... ... ............... ......
4 ........ - - -
zv ........ ........ .....
........... ........... .7 . ......
e4 . ........ ..... -------- ------ ....... . ....
.. . ... ........ ........ ...
M
---------- --------
.... ...... cla -4- ------ i4
----- ----- ....... -- - -------- ---- .... ...... ..... -
It ------ --------
..... ........ ....... ........ .. ........ ..... ------- ------
.. . . ... V, ---------
........ ........ 4 ........ ..... ... . ... ........ . . . ... ......
........ ............... . .... . . ... ... . ...........
........ . . . ........
. . .... ....... ....... . .. .... ..
- -------- --------- _A --------- ------- ------ _-ar TT, --- --- .... ........ ... ........ ---------
IT - -------- k -------- ----
--- - --- .... ....
........ ........ ...... . .... ....... ........ ................ ........ ........ ..... ........ ... ... ........ ........ ........ ........ ........ ....... 4 ........ ....... ... ---------- --- --
................. ......... ...... .......... ........ ......... ..... .. ........ ........ .... ... ........ ........ -------- - --------- ------
. ....... ........
......... . . . . . . . . ... ... . ... . . .......... ...... . . ...... ......
...................
nk,,
.... .......... . ".. ........ .... .
........ ........ ........ ..... ...... .....
.................. ...... ...... ........ ........ ........ ...... ........ ..... ........ ....... . ... .... ......... ------ G,
.... . ..... ....... ...... ... ---- ------
... ........ _--_ ...... ....... ----------
:q .......... ------ ... ...
.... . ....... ... . ....
---- ------- ........ -------
-- ------- - -- -------- - ------- -------
...............
..............
....... . .......
... ........ . ...... ..... ........ -- -------- ---------------
-------- -C ..... C -------- 14 . . ...... ------- ..........
------- --- T :--:1432 - ----- T _32 -------- ------- . ...... . -----
------------ :-- ....... ... ...
.. ........ ....... .... ....... ........ ....... ------ --------- ............ 14 ------
. . ....... ....... --- ------- ------ ----- -- - --------- -------- . .....
- - - - - - - . . . 1 . : ,
. .... ...... . . . ......... .. ..
---------------
'43
------- .......
i:::::::: F! L:Jll 4 n-- 37 - - -------- ------- -----_------------- ....... -------- -------- --
:::::: I ------ ... ................. .......... .... ----- - -- ------
------- .... --------------- ------- ... ... ...... - - -------- ---- . ... . ....... . . . . . . . . . . .....
....... .....
------------- -- - ---------- J ----- ---------
.. .... .. .. ..
....... .
-4 ....... --- ------
----- - -------- -------- . . ..... ........
. .. . ........ ------ -------- -------- ------- - ...... -------- - ----
-d - -- ------- -
-------- ---- .... .
. .........
.......... .......
-----------
----------- ------- ------- Ir -- ------
... ... . ......... .......
.. ........... ........ ...........
.... ...... ...
......... . .... .... ................ ............. ........ ... .......
............. -------- ----- ........ ------- ........ ........ ........ ................ .... ....
- - - ----- ........ .......
............ ......... . ....... .......... .
... .... ... . ........... ..... ... ..... ............ . .. .. ......
... ........ ........ ..... ......
................ ........ ........ ........ ........ ..... ........ . ...... .. ...... - -------- -------- -----
........... ..... ........ ......... ...... . ..... ........ ........ ........ ........ ........ ..... ........ .. ::::::: � I _1 --- ; -7. Z .. . ......... ..... .........
..... -------- ............ .... ........
vyl :: ...... ........ . . .......
...... ---- - ------- ........ ....... ......... ------ --- 2 � ............ . ... ....... ------
... .. ...... . . ......... . .... . . ...... . ............... . . ...... .... ........ ........ ........ ........ ........ ........ ..... ..... . . ... .... --------
........ ....... ........ ........ ........ ... ::::: J�;:
------- ------- ------- ..... ........ ........ ........ . ...... ........ ......... . ------- ... ...
..... ....... . ..... ...... ...... ... ... .... ......
. t.� , ...... ..... ........ ........ ........ ........ ..... ........ ........ ........ ........ ........ ... .... . . . ...... ......
............ . ...... i� ------ ..... = ,r,.
:: ...... . ...... ........ ........ ........ --- ----- ------
-------- -- - ------ . ....... .... ........ .. .. .. .. .. .
. . . .......
-------- -------- -------- -------- -------- -------- -------- . ...... .. .. .. .....
4 .. ........ ........ . .. .. .... ..... ...... ...... ......
........... ------- 4 - -------- -------- -------- ------- ........... ....... ........ ...... .. ...... .. .... ........ --------- -- ------ . ......... I -- -----
........ ...... -------- . ........ ........ ....... ------ ..... ------------- 7 ------- -- ----- -------- -------- --- - ----
........ ........ . ........ ...... ------- ........
..... ........ .... ....... ........ ...... .......... ------- ------------ --------- i --- ----
--------- ca ---
................ . --------- . ........ .... .. -------- ------
...... .... ... ........ ..
....... ......... .......
- ------- -- ---- ----
. . .......
-------- -------- ---- ... ..... ----- --- - ------ --- ....... ....... ......... ....
-------- ---- .... ------ -------- ---- :-: ------- ...... - - - -
-------- ------ ------- --- --- ..... ........
.... . ....... ------ ...... -- --- -------- Css
.... ........ .. . . ........... .... ..... . .......... . . . . ..
-------- --
........ ...... ...... ......... .
....... --- :FR 3P.M.1):417IN
0
------- - ...... -------- -------- I
I --- ..... .. .......
- ----------- n
ct- I 1.11 1- * ..........
------- --- - -------- ........ .... SUR 'A
- --- CS
......... -------- ------- ......
N - -- ---- ......
--------------- ---- ..... ........ .. ............. *.�........-.
------- --- ---- ........... ... ........ ---------
-----_-- -------- ---- ------- --------
........... ...........
........ ..
-------- -----------
--- - ----- ---- -- --- -----------------
. ........ ...... -------- -------- ... ---- ------- -------- -------- -------- ......
-------- - ------ ------ t ------- . .... ........ ....... ..
. ... ........ .
........... �.17 . . ........
'7 ---------
------- - ------ ------
...........
.... ...... . ....... ........ ........ ......
------------- ------- -- -------- ------- .......
--- --- - -------------
....... .......... ........... ...... . .......... ..... .......
-------- ........ i ------
--- --- -` --
....... .......
-,:5 -:- , ---- , , , , , , "" :::: :::: - ___ -M 1.1 ::::::: ��0�6�4w�mm;iii 4 ........ ........ 4
......... .......
------------- ---------------- ------ ----- ---- --- ........
-------- -------- -------- ---- ----- -------- 4-1 ........ ... ............
........... ..... .... . ... I ........
-------- ---- .... ..... . . .... -- --------
...... . . ....
.......... ----- --
-------- -------- --- . . ....
..... ... . . ........ ........
... .......
........ . ........ ................. - ............ . ... ------ ..............
........ ........
------ ------- -------- -------- -
-------- - — ----- -- -----
........ .. ........ ... . ..... .. ................ . ...... ........ . . ......... ....... — -------- ---- ---
...............
........ ........ ........... ................. -------- ....... .... .... ........ ..... .. ..... ............. ........ -------
... . .. ... ....... ...... ........ . ........ ...
--------------_- ...... .... ... .
m ..... �* ....... ... ....... m .... m-.1m ....... ....... 7 :::'F'... ... ........ - ----- ----------------- -------- -------- ---- -- - ------- - ------- ------- ----- ............ ........ ..... . ------ --------
-4
. . ................ ...
- -- -- -
. . . . . ....... ....... -------------- --------- -------
... ........ ....... M-4 ------- . ........ ...... ........... -----
------- -------- -------- .3
........ ........ ........ . ...... 1m..:::::: :::
-------- -- -------
........ ....... .... ...... ... ... ........ ........ ....... - -------- --------- ------- -------- -------- ------- ------- ------- ...... ------
. ... ....... . ---- ------ .. . ......... ......
..... ...... -------- --------- I ........
Tk
....... ....... ........ ........ ........
---- ::: - ---- :::�::: --:: -� --------- ------- - ------- ------
4-m ... -- -------- -- ....... ........ ......... :
... ........ .... -- ----------------- -
-------- ....... ....... .... ... ........ ........
------- - -------- -------- --- ................. .......... ------- ..... ..
---------- -- -------- -- ... M.- — ... :: --- ..... , ............ .................... .
.. .. . . ..... ...... .... . ....... .. .... ... ....... - -- -------- - --------`
........ ........ ....... ........ -----
.... --------- 4 -------- ---- ........ ....... ........ ........ ........ ......... .... ....... .... ..... ...... �4__ _- __
----- --- -- ... ....... ............ ..... ....... ------------ ,:* . .. .: .... . ....... ....... .......
...... ........ -------- ------ - -------- -------- ----- ---- -------
----------
. ........ ........ ... ....... ---_-i- -------- ......... ........ . ... .. ........... .... ....... .... .... ..... ........ . .... ...... ..
.. ........ .. - -------- --- -------
--------- -
- - -- ---- ----- -------- --- ---- --------
- — .. . .:11.1 1 1.1.- :1, .: ...........
-------------_-- ....... -------- -------- -------- -- ........ ........
....... . .. �:- ... - - i]- : .
..... ..... . ....... ........... ... ------- ------- -------- ------
...... ............ .... .... ? .
.... ...... ....... ........ ..... ..... .. ....... . + - ------ - -------- -
----- -------- -------- ........ ........ .... ........ ..
-------- -------- -------- -- -------- ....... ....... .. .. ... . . ...... : :::::::: ..... ........ .......... ....... - ------ -------- ---- ----
............... ........ .. - ---- --- --- - - 1.�11'1.�.'.I:,_ ......... . . ....
.. ........ ........ . ..... :::::::: ::::: --- -------- ------- - ------
....... ...... . ...... .
...... .... .......... . ........... .......... ..... ........... .... .... . .......... . ij. -+-I'-,--
............ .........
--------- -- ....... ........ ........ .. ............ ........ ....... ........ ........ ........ ... .... ........ ........ ------ -----------
.. ........ ........ ....... -------- -- ------ ------
.. . ...... --------- -- ------- - ...... ------- -------- --------
........ .... ... ........ ... ....... ------- -
-------- -------- -------- ----- -------- ----
... ...... :: :::::::: ::::::: ::: f ---
................ ....... . ...... ........ ........ ....... ----- -------- -------
-------- ------- . ........ . .... ... ...... -------- ......
-,.m_.-.-.-,.* --- ---------
........ ........ ...... ..... ....... .....
. ... ....... �i. .. __ __
.......... ...................... ........ ....... -- - . ....... ........ .... 1..'_'.):*.,._,.'.`_, ..........
...........
..... ...... ....... ........
........ .. .... .. - -------- --------- j - -------
....... --- ... ........ .. ....... -------- -------
-------------- ------ ------
1 -3 2 Z� -------- --------- --------
----- .... ........ ........ ... ........ ........
...... ...... -------- .................
4 ......... ........ .... CQ - --- - --- -1- ---- ........ ------- --------
........ ..... - -------- -------- ---------- .......
... ...........
....... ..... ... .... ----- ----- -------- -------- -------- -- ........ .......
::::: . . ...... ... ........ .. -------- ----- ------ 4 ------- -------- ------
-- ---- ------- ........ ....
........ ...
......... .. ...... ....... --- -------- -- ------- .....
. . . .... ......
.......... .
..... ...... ...... ..............
-------- -------- -------- ----- -------- --_-------_-_ ....... ...
- - ---------- ---- ------- - -- -- -------- - ........ ........ ........ .... ........ ---- ------ ...... -------- ......
--------- - ----- -------- - -------- ---- ....... ....
......... ... --- - ---- -------- - ..... ..
. ........ . . . ........ ..........
........ ........ ..... ........ ........ ........
---- - - - ------- -------- -------- ....... ..... .... ........ ......
----- ----- ................. ---------- ----- . ..... ------ -------- -------- ---- .... .. ...... ...... ..........
- ---------- m ........ .......
----- ------- -------- ----- ... ......... ........ ........ ........ -------
------ ------- --- ------- -.'4 ........ -__- -------- .........
.... ........ ..... ........
. . . ............ . .... .. . ............. . -- ---- - -, . . ........ ........ -------- -------- --
.. ........ . ....... �i
..... .... ------ ....... ....... ... . . ...... ..... ........
4 r ::: .... . m ....... -------- ----------
-- -------- ---- ......... ... ......
-----------
...... ............ ........... ....... ...
..... ....... : . ...... ...... ......
------- ....... ---- ........ ....
-------- ------ -------- ----------- .......
, - . .........
--- --------
...... .....
-------- ... ........ ........ ........ ....... ......
----------- ........
------------- ------ ------ ...... ....
------- -------
........ -------- -------- -------- -------- --------
........ ....
........... ...........
C_
........ ........
C9
.. . . . . ..............
+
—C. :1 :::0 - - -- -------- -------- ........ ....
--- -------- --- ---
-4. .......... ..... ... . ..........
T: - ------ ....... ........ ..... .. .... ..... ...... ca ........ . I ......
. .......... .......... ...
.......... ...... . . . .... ..... ........ .....
- --- -- --- ---
.. . ...... .. ..... ...
...... .... . ... ..... ...............
........ ......
.... ...... ............... .... -------- ---------- -------
..... ....... .......
........ ......
. .... ......
....... .... ------ ----
..... ...... --- ------ -------- -------- ------ ..... ..
------ -- ..... ....... ..... ..
........... --- ------
.............. ......
........ ........ ....
........ ........
--- .. ........
..... ........... m--:::4_,:::::::`�::::::::1 -------- ------- ............ .............. ... . .............. . . .
...... ...... ......
............ .... . ..... .. . . ... .. .............
.......... . . .. . .....
...... ....
.... .... ...
r ..... ....... ........... 0-152T ...... ........ .... ... ...... ... ..... .......
......... . ........
....... . ------ I .....
.. .. . ..... ...... .. ........ ..... ........ .........
. .. ... . 431.,
-7- --- -------- ------
..... ...... .
... ... . ........ ......
2-
-------- ----
-- - - ------ -- ---- - --------
.... --- .... ....... ------- - - .... .
........ ----- ... .......
: : - i - ........ . ...
t
t
U, P WWOSED T-r-
Cr
- ------ -------- ------ . ....... ... ...... ..... ...
-------- ---- ........ ...... ------- ----------------- -- ------
. . ......... ....... ........
4:
FE
...... ------- ................. .... ... ... ... .
4 -------- �i:- -------- -------- I ....... ....... 4 C14
............ ....... ... . ..... ...... ........ .......
-- -------- ------ ............
----------------- ... ........ ............ .... . . . .. .. .. ... . .....
......... ........ ------------ ----------- ------ ........ ... ....... ........ ...... ..... ....
... . ..... .. �%t .......... .. 13 ------ -
....... -142 ...... ....... ........
----- ....... .......
-------- ---- ------- ....... ........ .. ......
........ . ..... ...... .. ..... . --------- ............ . ........ ........ ...... ....... ... ...
...... .... . ... ------ ....... ........ ....... .......
-- -------- ........ . .............. ........ ........ ........ ........ .. ..............
........ .... -------
....... . ........ m.tm%�_-....'..:�
...... ....
............ .. .... .... ... .. .. ... .... ..........
........ ....... ........ ........ ........ ....... . ... ........ ... ... ......
-------- ------- 4 .......
4 -------- ------ .......... ........ ........ ........ . .4 ........ ........ ------
..... . ........ ....... ....... 4 ..... --- -------- --------- --- ... ........ ...
4 ........ ------
...... . . . . . .......... ..... ........ ..
....... ... ....... 4 ........ ......
--� ............. ............ .... ... .
......... . . ........ .............. .. . . ........ .... ... ... ....
..............
.... ........ ... ....... ................ ......
. . .... ........ ........ ... ...... ...... --------- .... ..
E AT
....... ...... 4 -------- ......
-------- ------ ------ ......
-------- -------- --- . ....... ........ ........ ........ .. ........ ... .......
21 22 23 24 25 26
SEE STORM DRAIN PLANS .1 ,
TR 30422-1,IP.040242 to I
V)
SHEET NO. 5. 8 FOR DETAILS
uJ C-) V)
W F- <
0 a) CQ cc
u I u F_ 0 N1 J\j1 Err-_ jr_�_ C., I J- L SD I T jc�' r4
11 u) u
=�u 0, r UT UR J\J1 U L T I —.rr— J-� J\J1 I �1 Y I T
u SEE SHEET 41 [in
a: I--
L) W to qW
345 C14 Z Q lz V) a- _j
.11 04 LAGUNA VISTA DR C.) 1�_LL. !Iew
04 0 _j
+ rnoo Cm 346 X
g in a I it I I I I _j Lo U L)
04 �Q_ in C14 �1 11 L),i Lo 0 LLJ
04 (3 ul) of of
ul)
u Pn 0
F- — 0.
+ Cn
04 + I olq 11 _j CD Cj
0 <
Go
+ 0 Lr I-L-
27
W
LIILIP�
---- -- ---- --------
.................. 4 --------- ....... 4 --------
........ .. 1 ----------------
..7 .
t ------- - -------- --------
... ..... --- ... ..... . ....... - ........
...... . ....... ------- ...... ::: ...... ..... ..... ...
--------- --------- -------- ------ --------- - -------- ---
........ ........ ---------- ---------
........... .........
.... ........ .. --- -----
........... ............ ... . . . ....
............... ........ ...
......... L ....... : : :::T::::::::
4 . ...... ................. ------
...... ........ ........ -------- ---------- -------
........ ........ I ........ ........ ................ ...... ...
................. . ............. ----- --
......... .......
.... ....... -------- ....... . ......
:::1'::::::1.:::::::1 ------- "-::::: .,: ------ *� -------- -----_----_---- i ........
....... . ........ ----------------- ......... ........ .........
-------------------- 4 ---- --- --- - ------- -------- --------
, _.: ...........
... . .. ... ...........
............
... ........
Y
----- -------- .....................
--_------------ .... ------- --------
--------- -- - - -- - -------- ........
...........
.............
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
N89*13'57"W
576.47'
A= 12- 351 3511
1 850.001
1866. 821
1 1
CURB DATA
NO.
DELTA L01'01 BRG.
RADIUS
LENGTH
REMARKS
N89- 13'57"W
200.84'
N89-13'57"W
221.63'
3
J& 34- 25'28"
822.00'
493.87'
4
IN89-13'57"W
216.83'
E]
N89-1357"W
217.53'
F6_1
A= 6- 4'4"
878.00'
92. 98'
r1q V)
__j
0
_1A
+
- C"
Lq
0
11 �
u_
'T
0
1W
DIG
A
PT
in
Co
m C,!
WL00
(--qtj
0.
a
0011
I + 1W
I %, J.
C�
� 00
+
V-
+
.0
r in
TM %_j 60 V j _r
+ r— 0 v r) W
N 11 04 C%j 3: 0
CALL 04 5
BEFORE CAUTION: @ PLAN: ROCKPORT ROAD
YOU DIG! 40 20 0 40 80 120
EXACT LOCATION OF EXISTING mmmmmmw
1-800-12127-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE AIERT UNKNOWN. CONTRACTOR TO GRAPHIC SCALE 1` 40**
Calat bost 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER 5620 MARS ROAD BENCH MARK: TPA C T NO. I.P. No. SHEET NO.
0 SAN DIEGO, CA 92110 30422-1 040242
WORK CONTAINED WITHIN THESE PLANS SHALL VOESSI TRANSPORTATION DEPARTMENT 11 � it ESS/s, 619.291.0707 RIV. CO. B.M. M- 14-63 IN THE TEE
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: (FAX)619.291.4165 INTERSECTION OF NEWPORT RD. COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN A. ENGDamuNG Omp"y rickenginee I
& LINDENBERGER RD. A I"IRON SCHEDULE 'A
ISSUED. 0) Son Dislip RKv" sbaumwft or-110 Phombc Tumn PIPE & TAG MARKED COUNTY IN STREET IMPROVEMENT PLANS 6—
No. 3395 PREPARED UNDER THE D TION OF: CAP WELL MON.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS Exp.6-30-08 zz r 4, NO.C27678 rri 1984 ELEV.= 1425.301 THE LAKES, PHASE 1 OF SHEETS
RESPONSIBLE FOR ASSURING THE ACCURACY OF 1-0 Q
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE, KHA A. H DATE: Exp.3/31/08
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY 15& TRACT NO.30422-1
N. THE PRIVATE REVISIONS COUNTY J> Cfvl%� CIVIL
APPROVAL OR DURING CONSTRUCTIO ENGINEER 4�t CA, ROGER L. BOL R.C.E. 27678 SCALE: ROCKPORT ROAD
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN TZ CHECKED BY: RLB C REGISTRATION EXPIRES H: 1"=40' DATE:
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE 'DRAWN BY: 419�1"12 D A T E: 3-31-08 - FOR: W.O. COUNTY
APPROVAL BY THE COUNTY. I i I REC(rMMENDED kl( W11 I DAN D4TE- V: 1 "= 8' 1 1 FILE NO.
Rj\d-14590\phose-l\fmprov-sheets\4590phlis6.dgn
\\srv-ribl\RickStaridards\lplotVIO\Pen\calcomp.g>en JN 14590-A
an,
RIM=IFS 142 I
TC=29•64
00" MAX)
2.0%
TYP.
HEADWALL
R/W
00" MAX) T TI N
?FROM 0"TO 10" MAX
5, TC
18' R/W
17%
8' BIKEPATH
1 It FS 1430=11
END BIKEPATH
FS 1429.97 =1
B (CURB DEPTH=O'j
btvn. --
(CURB DEPT14=011
BIKEPATH DEPRESSION DETAIL
NO SCALE
SEE SHEET 2 FOR CROSS-SECTION
DIG ALERT
:::::::::>:: - .....
t
---M
::::::::::
----------------�--------�-- ------<--------�-------<-------�--------> --- to .......:........a.__......... _... ___....:._.....:.....-_.y.._.....:...pie,,.._-«......_-_
--------------
:------ ----
. -R ..
i............... .:................... i..... ........ .....,..-----
..
..61
'ST?
.,..
-----
f cv
y........
.. «...... _..../�
.......y.. ... y..... ..
.} ..... ..... ... .....
..... ... .. ... .. ...... .. .. ...
............ ... .................E........,.... ,
- , E .: ___
,w G 'S --
= t r
Ey . -- --- .. .. ..- -- -- -- •• -
= Tyr: N ::,m E ,....
E :
. ......
a
:
. .. :....... fit" : ...»-. _ .. .. ,,.,.. .,, ,'..
a1 _ : E - --- -- -
Q E -•--+ ------
E9 PL+ -
#' - - .--
�' .... .� . ..
- ,
>r -
i..
. ,.....: ,------>------�-----�-�-� AN-tTtOi�-.-t--•#�--<- T-�-----��--:1-4
y ------ -- :IC:...°I4 �7
---------. ---- > y
L
+- ::_;: y `::::::::::..
= --- . =r
...♦
....... -
I V M T y :.. y -:f4 C=
TC t4 1 ----------- ----- ---•------------ ---- T 1 1 :7:
___ _, _ .._ «_____ ______ _ _ ______ ______y _ . ._.._.._,__. ._. .._, _ . ... ... _ l _ ..y_ . ..,__------
a . 42 .> 14 .
1 .... ... •,� _ 1_._
S .
...........y........r................ . ..... i ... 11- .. : ... �....... «........,........ «-... ... ... ... ._ _ ...
- - - ----- -•- - -------------------------- -----•-----...:.......� ...-------_-------�---....:--------+--------r--.....,......:------..>.....--<------ E •--E.;«HO�tl��:i:':r:::�1£I::;;:YE. T.1..-. • :-........_
-
--- -......->---------------->--------�••-II42? A- ---....]..--- •� #N I' > E E ---- ----�--------:�:--- 192�5
10 11 12 13 14 15 16
IU+UU.UV L L I Kt5 LAWS UK=
42+15.81 CL MENIFEE ROAD=
10+00.00 CL LOIRE VALLEY LN
MEIVIFEE ROAD
AD
I, I
II I
11 I
I I
EXIS
11426.48 TC'
LINE 181iRC,,
T ,
ARY n% ,
- (142
, , 4
I LP
I
111 I C
_ III
.00
III , i
999, .
IP 044188 SHT
q
-jU
114 I
u1
+
,It
I Y h�y� ,
Q
A01
'
' II
EXIST30rr RCPy���
~111
III
1-'
C
+
SEE STORM DRAIN PLANS
MEIVIF
MS 3999 IP. 040188
EE IgpAD
'
SHEET NO.8 FOR DETAILS
Clul
BEFORE CAUTION:
YOU DIG! EXACT LOCATION OF EXISTING
1400-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Calat 18ast 2 working days prior to excavating. VERIFY IN FIELD.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: CPE DRAWN BY: TZ CHECKED BY: RLB
APPROVAL BY THE COUNTY.
SEE STORM DRAIN PLANS
TR 30422-1, IP. 040242
SHEET NO. 2, 9 FOR DETAILS
17
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
Q1
N89' 13' 41 "W
80. 42'
2Q
A=13. 24' 43"
1595. 00'
373. 36'
3Q
A= 2. 46' 58"
1400. 00'
67. 99'
4Q
A= 9. 20' 25"
1400. 00'
228. 23'
CURB DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
REMARKS
�1
& 13` 02' 56"
1553. 00'
353. 69'
2
A= 0' 22' 39"
1442. 00'
9. 50'
�3
& 6` 55' 3"
1432. 00'
172. 89'
®
A=13` 04' 45"
1637. 00'
373. 68'
�5
N77` 21 ' 36" E
64. 19'
®
A=1 1 ` 06' 20"
1 157. 00'
224. 26'
�7
A=180` 00' 00"
10. 00,
31 . 42'
®
A=1 1 ` 59' 24"
1585. 00'
331. 69'
❑9
A=180` 00' 00"
10. 00,
31.421
16
A=11 ` 5912411
1605. 00'
335.871
13
r CONSTRUCTION NOTES
- 36"4. - W
1 �' z 3 rp Z W
LINE 1� 15+ 1.77 CL TES LAGOS DR= w
10 14 aG6 TC 1429.74 TC 10+00.00` CL LINDEN GATE LN I �. ,
14+3.78 EC J = 30 PLACE 0.43 A.C. OVER 1.20 CLASS II A.B.
PLACE 0.46' A.C. OVER 1.35' CLASS II A.B.
18" RCP (, LLI 8 CONSTRUCT TYPE "A6' CURB AND GUTTER ( 6" C.F.) PER COUNTY
•-
_--- - - ----------- -- ---- ---- --- - - 5 LINE A6 �.I. LLB OF RIVERSIDE STD N0. 200
:..:....
w.' 1 +2 TC=14268 R/Q 10 co CONSTRUCT TYPE 'D" CURB AND GUTTER ( 6" C.F.) PER COUNTY
W
CL UNDER SIDEWALK DRAIN 15 21 OF RIVERSIDE STD NO.204
_j -� - _ PER STD DWG NO. 309 & MODIFIED CONSTRUCT SIDEWALK ( WIDTH SHOWN ON PLAN) PER COUNTY
3 11 N v + LOCAL DEPRESS. PER STD DWG I 11 OF RIVERSIDE STD NO.401
w >- R/W z z NO. 311 2" DEPRESSION ,
13 Ln O CONSTRUCT MEANDERING 10 WIDE COMMUNITY BIKE PATH
N W 344 "� n� m o 010=1 45 CFS 0100=2 41 CFS 13
v I (CONCRETE OR PER STREETSCAPE PLANS)
%Z rn m-4m m if 1 + 42 T 15 CONSTRUCT UNDER SIDEWALK DRAIN PER STD DWG NO. 309
00 �" Xorrn CONCRETE DROP INLET
o ®z --a�� Z PER CB110, RIM=1430.08 I 16 APPLY ASPHALT EMULSION
-� 7D - 0 SEE STORM DRAIN PLANS
w � o PER TRACT 30422-1, SHT 9 21 MODIFIED LOCAL DEPRESS. PER STD DWG NO. 311, 2" DEPRESSION
� a
_ N rn
r' r r rEXISTING WATERLINE, PROTECT IN PLACE
r r ISM r I- A1� r -4 SEE BIKEPATH DEPRESSION DETAIL
PLAN: TRES LAGOS DRIVE iN z ON THIS SHEET, AND SIDEWALK ® STDS300C& LOCAL DEP. PER COUNTYT CATCH BASIN PER ISTD. 311, TY CASE C
z UNDERDRAIN DETAIL ON SHEET 2.
40 20 0 40 80 120 ^' rri 1@MODIFIED CONCRETE DROP INLET PER RCFC STD.
DWG NO. CB110, V=8.11',A=2.5', H(N)=9", H(S)=10.7",
SEE SHT. 2 & SHT. 7 FOR DETAILS
GRAPHIC SCALE 1' = 40'
© SAWCUT EXISTING PAVEMENT, SEE DETAIL SHEET 2
SEAL -COUNTY COUNTY OF RIVERSIDE SEAL -ENGINEER $620 FRIARS ROAD BENCH MARK: TRACT NO. 1. P. No. SHEET NO.
TRANSPORTATION DEPARTMENT SANDIEGO,CA92110 30422-1 040242
yFESSIcyy� �pFESS/p, 619.291.070�
APPROVED BY: Q RIV. CO. B.M. M-14-63 IN THE TEE COUNTY OF RIVERSIDE
A (FA>Q619.291.4165 INTERSECTION OF NEIMPORT RD
r e F ENGINEERING OMPANY ricken Inserin .com & LINDENBERGER RD. A 1"IRON SCHEDULE /A" 7
° OV L.
l So DIM RN"de seaeumm oraw Tumn PIPE & TAG MARKED COUNTY IN STREET IMPROVEMENT PLAN S
� �Z �' � � � = PREPARED UNDER THE DIRECTION OF: CAP WELL MON. -
No. 33950 1984 ELEV.= 1425.301 THE LAKES, PHASE 1
Exp.6-30-08 /Z 17�a6 � No.C27678 � OF � SHEETS
APPR. DATE KHA A. 0 MA DATE: s:r Exp.3/31/08 TRACT NO. 30422-1
COUNTY °ICI\. .p s� TRES LAGOS DRIVE
/� CIVIL
q� � ./ -�►� 11 firr-- ROGER L. L R.C.E. 27678
RE MMENDE BY WILLDAN D E: v0� OF CA���� DATE: N REGISTRATION EXPIRES 3-31-08 SCALE: H: 1"--40' DATE: W,0. COUNTY , `
V: 1 -8 FILE NO. `7 3
Ri\d-14590\phase_1\lmprov_sheets\4590ph11sT.dpn
\\srv_rlbt\RlckStandards\lplotV10\Pen\ccloomp. pen
16-Atjr 906 1 6, 04