947LL-TR31582-1 10/23/2007 Rough Grading Plans Traffic Signal, Ligh Simpson Rd, Trailhead Dr RIVIERSIDE COUNTY FLOOD CONTROL AllD WATER CONSERVATION DISTRICT
GENERAL NOTES
1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS 20. APPROVAL OF THESE PLANS BY THE RIVERSIDE COUNTY FLOOD CONTROL SAN BERNARDINO COUNTY
SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF AND WATER CONSERVATION DISTRICT DOES NOT RELIEVE THE DEVELOPER'S 10 RIVERSIDECOUNTY
OUNTY—
THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION ENGINEER OF RESPONSIBILITY FOR THE ENGINEERING DESIGN. IF FIELD
DISTRICT'S MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS CHANGES ARE REQUIRED, IT WILL BE THE RESPONSIBILITY OF THE DESIGN RIVERSIDE CALIMESA 62
DATED SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS ENGINEER TO MAKE THE NECESSARY CORRECTIONS. DESERT
DATED APRIL 2004. ORENO s BANNING OHOT SPRINGS
21. THE CONTRACTOR OR DEVELOPER SHALL SECURE ALL REQUIRED ORC VALLEY BEAUMO 10
2. IF AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY ENCROACHMENT AND/OR STATE AND FEDERAL REGULATORY PERMITS s1
FLOOD CONTROL, THEN CONTACT ED LOTZ AT (909) 955-1266. AFTER PRIOR TO THE COMMENCEMENT OF ANY WORK. 215 s 11
THE PERMIT IS ISSUED, THE DISTRICT MUST BE NOTIFIED ONE WEEK PRIOR CORONALAKE
TO CONSTRUCTION. Q;0l_mATHEWS
LAKE �2PIERRIS +
r SPRING
BENCH MARK'
AL
10
3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY ��
FLOOD CONTROL. CONTACT DALE ANDERSON AT (909) 955-1288. THE RIVERSIDE COUNTY DESIGNATION M-13-63 p-. ;r,- ERRIS AN JACINTO r�
DISTRICT MUST BE NOTIFIED TWENTY DAYS PRIOR TO CONSTRUCTION.
4. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS LOCATED IN A WELL MONUMENT AT THE CENTERLINE INTERSECTION OUN TY 15 4 s HEMET 4 IDYLLWILD
OTHERWISE NOTED. OF SIMPSON ROAD AND LINDENBERGER ROAD THE BENCHMARK COUNT LSINORE
IS A 1" IRON PIPE DOWN 1.5' WITH AN ILLEGIBLE TAG. 79 EASTSIDE HEMET
5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE RESERVOIR RESERVOIR
CENTERLINE—CENTERLINE INTERSECTION STATION. ELEVATION: 1444.021' NGVD 1929 LAKE 215 4
ELSI N ORE PROJECT SITE
6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE / LAKE
ALERT AT 1 (800) 227-2600. WEX OF SHEETS SKINNER 4
A
7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON MURRIET 71 ANZA
U.S.C. & G.S. DATUM. TITLE SHEET .......................................................................................... 1 VAIL
INDEX MAP S DIEGO CO R LAKE
8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. DETAILS TEMECULA 9
................................................................................................. 3
TRAILHEAD DRIVE STORM DRAIN .......................................................... 4 15 RIVERSIDE CO. AGUANGA
9. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE TRAILHEAD DRIVE STORM DRAIN, LINE "D" 5 •
UNLESS OTHERWISE NOTED. """"""""""""""""""""" SAN DIEGO CO.
TRAILHEAD DRIVE STORM DRAIN, LINE "A-2", "A-3" ........................ 6
10. OPENINGS RESULTING FROM THE CUTTING OR . PARTIAL REMOVAL OF TRAILHEAD DRIVE STORM DRAIN, LINE "A-4", "A-5" ........................ 7
EXISTING CULVERTS, PIKES, OR SIMILAR STRUCTURES TO BE ABANDONED MENIFEE ROAD LATERAL, LINE "B-1" .................................................. 8 VICINITY MAP
" "
SHALL BE SEALED WITH 6" OF CLASS "B" CONCRETE. STORM DRAIN LINE C " "C-1 9 NTS
11. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION , STORM DRAIN LINE "F", "F-1 & "F-1 AH ....................................... 10 I'-�A MAINTENANCE RESPOMBILMES:
STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. STORM DRAIN LINE "F", "F-2', & F-3 ........................................... 11
STORM DRAIN LINE "G............................................................................. 12 AMERICAN PUBLIC WORKS ASSOCIATION
12. PIPE BEDDING SHALL CONFORM TO RCFC&WCD STD. M 815, EXCEPT FOR REDWOOD DEBRIS BASIN ........................................................................ 13 FAMI TI ES SHEET NO
COVER LESS THAN 2 FEET. FOR COVER LESS THAN 2 FEET, CONCRETE RETAINING WALL SECTION No. 1 ............................................................ 14 330 MANHOLE SHAFT SAFETY LEDGE
SLURRY 2,000 PSI — 2 SACK SHALL BE USED. THE ENTIRE TRENCH LINE "D" 5
) RETAINING WALL SECTION No. 2 ............................................................ 15 361 TRASH RACK BASIN 5
TEMPORARY �
SHALL BE SLURRY EXTENDING 4" MINIMUM AND 12" MAXIMUM ABOVE THE OUTLET STRUCTURE DETAILS No. 1 ..................................................... 16 LINE TEMP RARYR—All 5 TOP OF PIPE. OUTLET STRUCTURE DETAILS No. 2
17 TRANSPORTATION MAINTENANCE RESPONSELMES: WATER QUALITY BASIN 10
10
OUTLET STRUCTURE DETAILS No. 3 ..................................................... 18
13. BH-1 INDICATES SOIL BORING LOCATIONS BASED ON THE SOILS REPORT
DATED FEB. 22, 2005. LOCATIONS SHOWN ARE APPROXIMATE. STEEL GRATE DETAILS ........................:............:...:.. .....:............:........... 19
WALL DETAILS ..................................... ............ ... . 20 FACILITIES SHEET NO
14. "V" IS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE TOP
TYPICAL NOTES ....................................................................................... 21
OF THE CURB TO INVERT OF CONNECTOR PIPE.
LINE 'F' HEADWALLS No. 1 ..................................................................... 22 LATERAL "A-2", "A-3" 6
15. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL LINE 'F' HEADWALLS No. 2 ..................................................................... 23 LATERAL "A-4", "A-5" 7
ABBREVIATIONS
BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. LATERAL "B-1", "B-2" 8
LINE "C", LATERAL "C-1" 9 V.W.P. & R. VALLEY WIDE PARKS & RECREATION
16. ALL RECONSTRUCTION, RESURFACING AND PAVEMENT DELINEATION, CURBS, LINE "D" 5 R.C.F.C.D. & W.C.D. RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT
GUTTERS, SIDEWALKS, DRIVEWAYS, AND OTHER EXISTING IMPROVEMENTS LINE "F", LATERAL "F-1" 10 R.C.T.D. RIVERSIDE COUNTY TRANSPORTATION DISTRICT
ARE TO BE REMOVED AND RECONSTRUCTED IN KIND AND AT THE SAME „ „ " " ,
ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESSLATERAL F-2 , F-3 11 VELOCITY EXIT A CASE WITH NO TRAIL WATER AT THE OUTFALL
OTHERWISE NOTED. C&T`Ri" SM. DCLAWFW [MAY 2006 MANUAL (ENGIISH UNITS)] LINE "G", LATERALS: 99131-3", "B-4" 12
17. STANDARD DRAWINGS CALLED FOR ON THE PLAN AND PROFILE SHALL D 73 DRAINAGE INLET (TYPE G2)
CONFORM TO DISTRICT STANDARD DRAWINGS UNLESS NOTED OTHERWISE. D 90 CONCRETE HEADWALL
18. THE CONTRACTOR IS REQUIRED TO CALL ALL UTILITY AGENCIES REGARDING RCFCD MAINTENANCE RESPONSIELMES: PROJECT
TEMPORARY SHORING AND SUPPORT FOR THE VARIOUS UTILITY LINES RC.TD. STD. DRA snw W m
SHOWN ON THESE PLANS. 2
FACILITIES SHEET NO MC CALL Bow GRAND AVE
300 CURB INLET CATCH BASIN
19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF - 3
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 311 LOCAL DEPRESSIONS TRAILHEAD DRIVE STORM DRAIN 4 - 7 c^ SIMPSON RD q
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO MENIFEE ROAD LATERAL AND BASIN 8Q$ GP�,�
ADJACENT PROPERTIES. RCl=.CD.
DRAWIM
REDWOOD STREET DEBRIS BASIN 12 '� °UA N m
o g
MH 252 MANHOLE No. 2 oQaoFEssi Q��Essi � 0
� Y NEWPORT ROAD
MH 254 MANHOLE No. 4 ti y '�Y ' I
M 814 ABBREVIATIONS & SYMBOLS W Na 54564 rn W Nm 45 SEC. 25 T.5S. R.3W., S.B.M.
VALLEY WIDE RECREATION
EATN M 801 HEADWALL FENCE * E*. 12-31-07 * * Exp. 12-31—m * VK24ffY
MAP
MM WORK CONTAINED rWTHIN THESE & PARK DISTFtICT TS 303 TRANSITION STRUCTURE No. 3 CiVi'L. IV►%. NO SCALE
I 04
PLANS SHALL NOT COMMENCE UNTIL AN CH 333 DRAINAGE APRON aF COL �' CAL THOMAS GUIDE — RIVERSIDE COUNTY (2005) 'a
ENCROACHMENT PERMT AND/OR- WQ 501 EDB BASIN OUTLET _. _ - - - - - — �-- PAGE 838 G do H — H do 25
GRADING PERMIT HAS BEEN ISSUED PLICATE OFORIGINAL DO- NOTRCV# TRACT 31582-1 I.P. NO 050090S>1f11f w W. SAL—ENGINEER SEAL—COUNTY
THE PRIVATE ENGINEER SIGNING THESE Go�pp Deft:
PLANS IS RESPONSIBLE FOR ASSUMING a
THE ACCURACY AND ACCEPTABILITY OF Dan t Drg...Unti You Carts► U.S.A. Toll Firm PROJECT DESIGN CONSULTANTS COUNTY OF BENCH MARK � REVISIONS RIVERSIDE COUNTY FLOOD CONTROL PROJECT N0. W
TRANSPORTATION DEPARTMENT SALT CREEK - TRAILHEAD DRIVE 4-0—OW16
THE DESIGN HEREON. IN THE EVENT OF 1-800-227-2600 nwn"I LwWmw Apd*@Mm I SwWamnwomi I Enp wmv I s r*w SEE SHEET 1 WATER C DISTRICT 4-0-00017
DISCREPANCIES ARISING AFTER COUNTY STORM DRAIN STAGE 2
APPIII OR DURING CONSTRUCTION, ,ar � o/ 434W Ridge Perk Ddw,Suite 170,Temecuis, CA 92590 APPROVED BY: DATE: ®• 3 'DRAWN BY: WJ RECOMMENDED FOR APPROVAL BY: VED Y: SALT CREEK - RE STREET DRAWING NO.
THE PRIVATE ENGINEER SHALL BE 951.995.5596 Tel 951.695.5597 Fax ALAI FRENCH R.C.E. 45702 DESIGNED BY: DEBRIS B 4-926
RESPONSIBLE FOR DETEfMINlNG AN Dien t rlir+yrt EXPIRES DA 12 31 08 PCH
ACCEPTABLE SOLUTION AND REVEWNE DATE: q �-' • 67 / / IMPROVEMENT PLANS Q
CHECKED BY: BDS PLANNING ENGINEER CHEF ENGINEER �
THE PLANS FOR APPROVAL BY THE PREP BY. BRADLEY D. SAGER, R.C.E. 54564 /b i6 Zo TITLE SHEET SHEET No. ku
COUNTY. MY RECOMMENDED BY: DATE: RECOMMENDED BY: DAZE: •7 DAZE: ���w�
nIn NdiKANG DAYS BEFORE rou DIG REGISTRATION EXPIRES 12 31 07 Rff. DESPTION AM. DATE � OF 23 8
q4f,. i_ L
ur;r _ 30' ELECTRICAL EASEMENT PER
!. (� �� SOUTHERN CALIFORNIA EDISON CO.
130� INST. NO_240453 REC_ 9 86
CONSTRUCTION NOTES AND OUAN'T1TY ESTIMATES --
- - - - - - _ -- _ - -- --- -- -- - _-
- - -- - - - - - - - - -
NO
M
f 1 t i
1 INSTALL 18 R.C.P. SEE PROFILE FOR D-LOAD 199 LF Q100= 374.0 _� r
( )
59 PER
r _ +_
Q10= 181.64 ,
! + `
" " ' `- , VARIABLE WIDTH ELECTRICAL EASEMENT P
2 INSTALL 24 R.C.P. (SEE PROFILE FOR D-LOAD 98 LF `I -� - 86 -' - SOUTHERNCALIFORNIA EDISONCOMPANY
____
L ' ; I I INST. N0. 303467 REC. 9/5/89
3 INSTALL 36" R.C.P. (SEE PROFILE FOR D-LOAD) 1,694 LF -_�-__ __ q- I �;o
_. -
4 INSTALL 42 R.C.P. SEE PROFILE FOR D-LOAD 0 LF _ _-- _.- - ,�, - iI
( DR F�EDWOOD STREET - L I . .. i-+ 'I
5 INSTALL 30 R.C.P. (SEE PROFILE FOR D-LOAD) 179 LF l _ - -i_
STORM DRAIN _ DEBTS BASW - - 61
,
6 INSTALL -S ALL 54 R.C.P. SEE PROFILE FOR D-LOAD 492 LF
( ) . , BEE s �13 -- }= I - --- -- 5 '� 16.5 GAS�A�EM T PER SOUTHERN
Q100= 300.60 -
1
7 INSTALL 66 R.C.P. SEE PROFILE FOR D-LOAD 569 LF Q10= 182.39 - - ,_ _. . - �I , C
( ) AL1� R- � - . , �,;� �; �; ��> . --'" � I , } � BOOK T1082, PAGE 341 & 345;RIE P 6 07 49
8 INSTALL 72" R.C.P. SEE PROFILE FOR D-LOAD 974 LF �� /
» LAT A-5'
9 INSTALL 84 R.C.P. (SEE PROFILE FOR D-LOAD 1123 LF
Q100= 3.10 ,
�_
10 CONSTRUCT CATCH BASIN PER R.C.T.D. STD. N0. 300 H MEASURED FROM FL 12 EA Q10- 1.96 _ -'�; ' Q ; ' . -__ _ _ _ _. __ J.
I
11 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STD. DWG. NO. 311 CASE B 5 EA
- r F
2 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STD. DWG. NO. 311 CASE C 4 EA.
1.
13 INSTALL 48" R.C.P. SEE PROFILE FOR D-LOAD 92 LF I E;J
( ) -- t = ; I 4' ASTERN
`fat? �, \F' .._ �} ,•, '----- -- {, i
�� 1 WATER EASEMENT PER E
, - � \ y'_..--� � ; III MUNICIPAL WATER DISTRICT
14 CONSTRUCT M.H. NO 2 PER R.C.F.C. do W.C.D. STD. DWG. NO. MH 252 9 EA __ __. -
, � y c I 8, . 1/9/64
15 LAT 'A-4!/CB a y t r _ t II ', ,. INST. NO 313 REC
CONSTRUCT M.H. NO 4 PER R.C.F.C. W.C.D. STD. DWG. N0. MH 254 5 EA - _ __:
Q100= 10.10 =
16 CONSTRUCT HEADWALL FENCE PER R.C.F.C.D. do W.C.D. STD. DWG. M801 367 LF Q10= 6.27
YYY
TRALFEAD DRIVE STORM DRAIN
17 CONSTRUCT HEADWALL PER CAL-TRANS STD. PLAN D90 (SEE PROFILE 5 EA _ 477.14
pR, - - :
1 ..,' _ NDA ' III
TRALHEAD
Q100
1.8 CONSTRUCT 1/4 TON RIP-RAP WITH MIRAFI 110ON/15/300 FILTER FABRIC 189 CY f _-- Q10= 288 97 ------�- z CT BOU RY
STORM DRAM DRIVE STOW DRAW T_ _ _ � .
19 CONNTRUCT DRAINAGE APRON PER R.C.F.C.D. STD. CH 333 740 SF Q100= 311.1
Q100= 449.50 I,
10= 188.79 $6
0 CONSTRUCT FENCE AND GATE PER R.C.F.C.D. dC W.C.D. STD. DWG. M801 236 LF 'Q10- 272.56 _..-_
a _
- _ gyp* ;_ __ .. __ _ _ • - ____-__�_��___� - �.�: ___ �� it
21 CONSTRUCT DRAINAGE INLET PER CALTRANS STD. DWG. D73 TYPE G2 2 EA LAT A-3 /CB -
Q100= 3.30 Q100= 47.00 .
2 CONSTRUCT TRASH RACK PER APWA STD. PLAN NO. 361 2 EA M
T ELECTRICAL L PER
-
SOUTH
2.00 � � Q10= 28 43.�' � � _
I
3 ELEC EASEMENT
3 CONSTRUCT 15 WIDE, 3 CLASS II AGGREGATE BASE ACCESS ROAD 15,120 SF SOUTHERN CALIFORNIA EDISON CO. \ \
r.. _ INST. NO. 2090088 REC. 7/27/88
4 CONSTRUCT 2 TON RIP-RAP 73 CY 'A-2"/CB 1 - - \ �C
LAT
r
:
r �. � �� , T r CB
5 CONSTRUCT 2 PERIMETER CUT-OFF WALL 392 LF /�� Q100= 2.90 r. Q100= 10.80
Q10= 1.76 ; . I' ,�.` = l
�z
6 REM EXISTING 2 EA \ - f r 1
REMOVE_E S NG DROP INLET/RISER ,� ,\�j ,, , .. Q1^�-
\J r _
5 WIDE STORM DRAIN
7 CONSTRUCT 42 CMP RISER PER DETAIL ON SHEET 3 1 EA � � �.- . ,._ � - + �- :: � .��_� � - ,
DR. ;
;� ` /
8 REMOVE EXISTING CB 2 EA �f ` • _ .. , � �" III_ EASEMENT PER DEED REC.
I -` IIt 07/07/04 AS DOC#
STORM _- - -
9 REMOVE EXISTING 48" PIPE 182 LF Q100= 316.0 ` -
_� - ,> 1111 `2004-0525411, O.R.
'TRAU ►D
Q10= 191.71 ---- -- -
DRIVE STOF�II DRAW.:. � _
REMOVE EXISTING HEADWALL 1 EA �' _--Q100= 409.80 �_ `'
1.
,
r
' TRACT BOUNDARY
2 1
10=
. Q 248.80, ,
,
r.
/ l I III
31 A.C. PAVEMENT AND BASE ROAD '
3,720 SF z - \ _
T /' ls�s �I
Q100= 113.20 Q100 19.2 �- \
Q CONCRETE BACKFlLL PER DETAIL SHEET 3 1254 LF r i Q10=11.18
Q10= 69.82 --/ - 4' YJ ;;.
3 CONSTRUCT MH SHAFT SAFETY LEDGE PER A.P.W.A. STD. DWG. 330 4 EA _ � * , ! _ sir
lj Icy
/CB I
LAT 'B 2 /CB _ _ -�____ , o0=g.4
100 10.90
- �4 CONSTRUCT 1 » _ ;< , = � `` �10 5.46
L F-1 -
5 NADE CONCRETE DRIVEWAY, 6 THICK WITH f4 BARS AT 18 O.C. 5,950 SF Q100 2.00 , Q
Q10= 1.21 _, i , � Q10= 6 35
5 CONSTRUCT EDB BASIN OUTLET PER R.C.F.C.D. do W.C.D. STD. DWG. WQ501 1 EA
;, E EMWD RECLAIMED
/ T r t 64 y ; ; ' r EASEMENT PER
CONSTRUCT CONCRETE SPILLWAY 2,930 SF
/ ` �� �,;` p / //
! 5 � _ /:% r-' F DEED R REC. 0719/96 AS
ROAD
i - - DOC# 1996-269864, O.R.
7 CONSTRUCT T.S. NO. 3 PER R.C.F.C. do W.C.D. STD. DWG. NO. TS303 1 EA 4: ; s
CONSTRUCT CONCRETE V-DITCH :
1 WIDE STORM
115 LF Q100= 109.30 __ _- J r I ``�• � `� j r�; ' 5' ORM DRAIN �
EASEMENT PER DEED REC.
9 CONSTRUCT RETAINING WALL PER DETAILS, SEE SHEETS 14-15, 20-21 100 Q10- 67.5 r 3 I -
j + _
LAT 'B-r CB 2004-0
/ 1 , O.R.
07 07 545AS DOC
Q100= 2.10 f T - - /
/ 2 41
IF
Q10- 1.28 �, a
ADDMONAL NOTES TO .18
TRACT BOUNDARY ;. y,., ' ' . 7 "» " `f is ? } s f // Q100= 25.7 �100= 35.9
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1-� �.. / Q10= 15.15 - - -
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 36 37 38 39 40 41 2 3 44 45 Lu c_
CONSTRUCTION OF THIS PROCT, IHCLl10MrG SAFETY OF ALL PERSONS AND 1 2 4 5 6 7 8 9 10 EL
ti)
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 35 CELESTI - DRIVE / / 15' WIDE SEWER EASEMENT
BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL 34 * �\ * � / PER DEED REC. 07/07/04
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS 8 L� F/CB LAT F-3 /CB LAT F-2 / / AS DOC# 2004-0525412, 1
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION NTH THE / Q100= 13.50 / / / I
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 7 QQ100=617 Q10= 7� 9 Q10= 1.730 i \ O.R.
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. N
r r �� r TRACT BOUNDARY r J rJri r Co
2. THE EXISTENCE AND .LOCATION OF ANY UNDERGROUND UTILITIES OR P R J P J S r D INDEX MAP STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF rr.,� ) r i�i r�
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO SCALE: 1" = 100' �
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE 8
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO QROFESS/ Qa�ESS/
PROTECT THE UTILITIES SHOWN AND ANY OTHER UTILITIES SHOWN AND ANY o Y D. o
OTHER � � ���� `� w � GRAPHIC SCALE m
E LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS y _ y
RESPONSIBLE FOR THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR v Na 54W4 m Na 45702 1Oo 0 50 100 200 30o m
STRUCTURES.
� Ex. 12-31-07 V' oc E�p. 12-31-08 0
: WORK CONTANiED WIT1�4 THESE crviv �� �? cl k. N� as
PLANS SHALL NOT COMMENCE UNTIL AN 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL a '� �,,� F ,.� ( IN FEET ) p
ENCROACHMENT PERMIT AND/OR REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. f 1 inch = 100 ft n
GRADING PERMIT HAS BEEN ISSUED. _ - _
SEAL-ENGINEER SEAL-COUNTY TRACT 31552-1 3
THE PRIVATE ENGINEER SIG NM THESE p
PLANS IS RESPONSIBLE FOR AEG Don't N..Unti You CaAI U.S.A. To# Firm PROJECT DESIGN CONSULTANTS COUNTY OF RIVERSIDE BENCH MARK REVISIONS RIVERSIDE COU CONTROL PROJECT NO.
THE ACCURACY AND ACCEPTABILITY OF TRANSPORTATION DEPARTMENT SALT CREEK - TRAILNEAD DRIVE 4-0-00016
THE DESIGN HEREON. IN WENT OF 1-d00-227-2600 �ftI t,niompMd*ocw.l +w I�ro:�I S� SEE SHEET 1 WATER C DISTRICT STORM DRAIN STAGE Z 4-0-00017
DISCREPANCIES ARISING AFTER COUNTY M.• � on of 434W R dp P�D�Suits 174 Taywcul, CA 92590 APPROVED BY: DATE SALT CREEK - REDWOOD STREET
APPROVAL OR DURING CONSTRUCTION, � �r� DRAWN BY: WJ RECOMMENDED FOR APPROVAL BY: VED BY: DRAWING N0.
THE PRIVATE ENGMIEER SHALL BE 951•06.56A9 Tel 951•�•5597 DEBRIS BASIN F
ALlhN FRENCH R.C.E. 45702 4-926
RESPONSIBLE FOR DETERWMG AN Owr't irwt n Z 1 ..'� EXPIRES DATE: 12/31/08 DESIGNED BY: PCH ____ IMPROVEMENT PLANS
q CHECKED BY: BDS SHEET NO.
ACCEPTABLE SOLUTION AND RENEMIMIG dwr son�aaL DATE: ( ' .
THE PUNS FOR APPROVAL BY THE f PREPARE BY: ADLEY D. SAGER R.C.E. 54564 eo d INDEX MAP
COUNTY. RECOMMENDED BY: DAZE: // r�07 DALE: 'T
TW WOWMv6 DAYS DTOW YOU W MY REgSTRATION EXPIRES 12 31 07 RECOMMENDED BY: DA :
REF. DESORPTION APPR. DATE '- 2 of 23 0
1944� low L L
- --
B
_ 8" 4,_O" 8„
- - - � - - - _ - - - - 100 YR WSE 1432.2 - 1/4" STEEL 22"
` ELEV. - ELEV. ` FS A PLATE
1505.20 o OVERFLOW TRASH
1508.50 < 1508.50 \ ELEV.
RACK PER CALTRANS STEEL FRAME
< 15.00'• • • .\\ 1497.00 STD. D77A GRATE W8x13, A36 - -
C14 < �� •� ° \ - .e TYPE 24 9 2» --
. °
\ 10.00' �,- - -- - - - - - - - - - - - -r - - - - � w r' #� � �.. WSE 1430.5 18 TOTAL DIA.
EL. 1430.5 .
EL V.- 8 ® 4" O.C. TRIPLE - - -
, < _ �, ELEV I 3 1/4" STEEL PLATE _l
CUT-DOFF WALL " y ,a . .
15,08.00 ° - < \ ° 1497 00 fka `kt� 1� PERFORATED FLOW COLUMN 000
°
CONTROL (STAINLESS o 0 0 1
a =
WELL SCREEN STEEL
\ { , TRASH RACK ) #4 BARS ® 18" 1
1 s \ I (STAINLESS STEEL)
1 ;� I o0o I
`.^ _ O.C. (TYP) I o 0 o I 3'-4'
\ „ ! �, } °' 4,_6» z WSE 1428.1 6" DIA. SHEAR GATE 0 0 4,_5„
' \ . ° _ ';
y, x PERMANENT W CONTROL ROD
y p _ • - \ 1 BOTTOM iOF , /
° BASIN 1' FOR CLEAN OUT
,
a \ 1 ELEV/ 149 .00
\ \ -_ c O. - < ° . SLV4.. E`�_ E '4 '• p" �.^ > ' kw�,r 7 V •,1 ` 6` �} lfl l I n »
RCP EL. 142
A 84 FL ELEV. o • \ •• - ° - FS_ VARIES N:: Fir °1 + ° f� OUTLET PIPE - - - - -
x
6.0
RC
1 05.20,
• �;- 12"'
got
O - -, <
s � 1506 50 � .� < . ° , `3:1 MAX..- n , �
P P
1425 47 IE
, ? got
IE ELEV. / / 22.00 a < / fi ' t , IVY EXPOSEDI
/ / FL~RELEV. ti {� ,. t y; r BED ROCM �A
1507.00 / / / • • °' < - 1506.20 CUT-OFF WALL 1 x ,`a{ 5 R ,a , 1426.0 IE -
/ / 4 Al ;;;, �. SECTION A A
,' xN ' �, , <�;, OUTLET STRUCTURE DETAIL. - SHT 10 NTS
/ • YY --11
/ a u ' , ..< • `/ <1 f -, .. t, fA ` t S 7°xA w,£A\ t rd "F� I NTS
CONC. � ^ �
1.0' Qw •4 ` �, - F , ` l CONCRETE
1/4 STEEL PLATE
APRON 1 _ -
, 8 L
s ' ,
8" 1 TOTAL
a I �, hx. , = _ _ � ]:' TACKWELD NUT 2„ DIA.
TO W-FLANGE TRIPLE COLUMN
° • OUP-OFF:WALL ., ' i> ��, STEEL FRAME
ELEV. `a ' < • - / ":ELEV,: , ? " , ELEV. (TYP) W8x13 A36
1508:00
10 00'. ' >"' 497.00 1/2' STAINLESS '
4 00 ' 22„
Q F - - - -- - - - - - - - - ,J 9 �' aR WELL SCREEN NUT AND BOLT ( Y ) »
1 7
' , < , F • - / :� TRASH RACK T P 8 18 CLEAR OPENING
_ (STAINLESS STEEL
`V TACKWELD NUT
< / o
f ELEV. ° . • NGE
ELEV. ° / FS 1/4" STEEL PLATE 1/2" STAINLESS WELL SCREEN TO W-FL TYP
` 150_8.5p _`� . ` 1508.50 / �� 1505.20 PLAN VIEW FLOW TRASH RACK ( )
o SCALE: 1"=5' (STAINLESS STEEL) NUT AND BOLT (TYP)
00 3/4"x3/4"x3/8" OPENING TOP VIEW
) NTS FLOW
STEEL FRAME ANGLE STEEL
o W8x13, A36 (BOTH SIDES)
?• 1517.00 B
u7
� 1/4" FILLET 22'
ao
u7
OPENBIO SIDE YEW ,
1.0 Q' NTS
OUTSIDE FRAME�� 2" WIDE x 1/4"
_ 22.00 DIMENSION 4 THICK STEEL
INV. CONC. APRON PER F.L.
r FRAME
a
1507.00 Tyy R.C.F.C.D. STD. 1506.20
3.04X
1509.00 DWG CH333
1' MIN
- - --� 114X CONC. SPILLWAY WITH #4 f TOP OF BERM 42" CMP RISER WITH SAFETY
BARS O 18 O.C. (BOTH 5.5 THICK 2 TON RIPRAP WITH MIRAFI =1457.26 CAGE PER CALTRANS STD. D93B
SLOPE HEADWALL WAYS) 110OW/15/300 FILTER FABRIC. 1' MIN. FREEBOARD ''' 12" W.S.E.=1454.5 WELL SCREEN TRASH RACK
L? 2 CUT-OFF WALL VAR/ RIP-RAP DEPTH MAY BE REDUCED - NTS
o APRON TO DRAIN �n ES
1506 o 3'1 MqX PER DISTRICT'S APPROVAL IF BEDROCK 1 _
HEADWALL PER CONC. APRON WITH #4 BARS 1.0' �� IS ENCOUNTERED. ti 1/2 x12 (MAX.) SLOT OR
(j 84" RCP CALTRANS STD. D-90
O 18" O.C. (BOTH WAYS) • BOTTOM OF BASIN r._ a r k 1/2" TO 1-1/2" DIA. HOLES,
4' CUT-OFF WALL ELEV. 1497.00 36" RCP a oY 10"-12" ON CTR. AND
a
` 3 _'- � STAGGERED RISER FINISHED SURFACE
SECTION A-A f
SCALE: 1"=5' F.LOW\ VARIES
• 5.5 CUT-OFF WALL 1 0'
CONNECT T 4 M P TO C EC 2 C
BACKFILL »
" 36 RCP PER CALTRANS
9.50' 11.00' 9.50 ` ' �f *<k, STD. D39C TYPE B 6" MATERIAL 6 MIN 6 MIN PIPE COVER
r .,
12.00 SET PIPE SECTION IN WET ANCHOR BLOCK MIN. 2.0 C.Y. >3'
N TW HEADWALL PER CONCRETE FOOTING & TROWEL CONCRETE OR METHOD
TOP -0F 1517.00 3.00' CALTRANS STD. D/4
INSIDE TO DRAIN. APPROVED BY BUILDING
6" MIN <
2:1 SLR - - D-90 2:1 WIDTH =ONE DIAMETER OFFICIAL. ( ) '
°.
84"RCP OF RISER PLUS 2 FEET. '
ELEV. o
V. ELEV. 1507.00 TES RISER DETAIL - SHT. 6 ° 480-c-2000 Q M
1507.00 LEV. LEV. I 1508.00 ELEV. CONC S , CONCRETE Q o
1508.50 1508.00 ELEV. ELEV. 1508.50 PER CALTRANS STD. PLAN D93A < `
1507.00 NTS 4" MIN 3 4" ° SD PIPE 4 N
1506.50 / o N
• R-VALUES PER SOILS REPORT FROM CRUSHED ROCK--
FROM:FROM: PACIFIC SOILS ENGINEERING, INC I I Q�pF ESS/ Q�OF ESS/
DATED: FEB. 22, 2006 I I ELEV. 4.00' ( ;n I ��o v D. ��o -
I I 15M•20 i o I N y y CONCRETE BACKFILL SHT 10 AND 11 N
5.00 -=-----1----- 5.00 o
-- -- --------- -
-- , W No. 54564 �. 3Lai No. 45702 NTS a �i
5.00 ac Exp. 12-31-07 -v o: Exp. 12-31-06
WORK CONTAINED WITHIN THESE * * * C4
sr c/v�� .� � civic. .� � N
PLANS SHALL NOT COMMENCE UNTIL AN ��OF CAL ��C' CAL
ENCROACHMENT `PERMIT AND/OR ! F,
GRADING PERMIT HAS BEEN ISSUED. SECTION 0-0 o
THE PRIVATE ENGINEER SIGNING THESE SCALE: 1"=5' SEAL-ENGINEER SEAL-COUNTY SCHEDULE "A" TRACT 31582-1 o i
PLANS IS RESPONSIBLE FOR ASSUMING Don't Dig...Un& You Call U.S A. To# Free PROJECT DESIGN CONSULTANTS COUNTY OF RIVERSIDE BENCH MARK REVISIONS RIVERSIDE C OOD CONTROL PROJECT N0.
THE ACCURACY AND ACCEPTABILITY OF STORM DRAIN w
4-0-00016
THE DESIGN HEREON. IN THE EVENT OF 1-800-227-2600 Pamth I Landmw*Aj�dii+ cwm l Enw mwtw I Enowo*p I Survey TRANSPORTATION DEPARTMENT SEE SHEET 1 WATER C DISTRICT 4-0-OW17 0
/ DRAWN BY: WJ RECOMMENDED FOR APPROVAL BY: vE0 BY: REDWOOD ST DEBRIS BASIN DRAWING N0. W
DISCREPANCIES ARISING AFTER COUNTY .� � � �� � q�p Ridge Park Drive,Suite 170,Temecula, GA 92590 APPROVED BY: DATE: D'Z�-O
APPROVAL OR DURING CONSTRUCTION, c buried utNty INr ALAI FRENCH R.C.E. 457 2
THE PRIVATE ENGINEER SHALL BE D 961.095.5596 Tel 951.895.5697 Fax DESIGNED BY: PCH AND SALT CREEK WATER 4-926 0
RESPONSIBLE FOR DETERWI 414G AN Don t dWrupt
ACCEPTABLE SOLUTION AND REVIEWING ritd eery DATE: 2 1. EXPIRES DATE: 12/31/08
THE PLANS FOR APPROVAL BY THE r ' CHECKED BY: BDS QUALITY BASIN DETAILS SHEET No. W
COUNTY. PREP AD BY: BRADLEY D. SAGER, R.C.E. 54564 �� 4
nrn MOWW DAYS BEFORE YOU DIG MY REGISTRATION EXPIRES 12 31 07 RECOMMENDED BY: DATE: RECOMMENDED BY: REF DESCRIPTION APPR• DAB DATE. _ //���o� DALE: t t' 7"��7
3 of 23 0 ME