950XX - TR. 34275 - IP06-0020 5/23/2008 Signing & Striping Plan and Signals Newport Rd G & SrRIPING PLANS
SIGNIN
PM 34275 MS 4087 (-IP# 060020) NEWPORT R
SIGNING AND STRIPING GENERAL NOTESt
A. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CALTRANS STANDARD
SPECIFICATIONS, MAY 2006 EDITION AND THE RIVERSIDE COUNTY STANDARD PLANS, SHEET ?glw�2] NEWPORT ROM SHEEr PD-41
LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND i
STANDARD PLANS UNLESS OTHERWISE SPECIFIED. -
11
...............
.............. .........
B. SIGNING AND STRIPING SHALL CONFORM TO 2006 'MANUAL ON TRAFFIC CONTROL '
DEVICES" (MUTCD), 2006 CALIFORNIA MUTCD, CALTRANS STANDARD PLANS AND
SPECIFICATIONS (DATED MAY 2006), THESE PLANS AND THE SPECIAL PROVISIONS. SEE l�HEET'PDT-'
CALTRANS STD. PLANS A-20 (A-D) do A-24 (A-E) STRIPING DETAILS, INCLUDING
INSTALLATION OF RAISED PAVEMENT MARKERS. CONTRACTOR SHALL FURNISH AND INSTALL
ALL TRAFFIC SIGNS, SIGN POSTS, THERMOPLASTIC MARKINGS, RAISED PAVEMENT MARKERS.
AND ALL OTHER EQUIPMENT AND HARDWARE IN ACCORDANCE TO THE SPECIAL
PROVISIONS. PAVEMENT LEGENDS ,SHALL MATCH CALTRANS STANDARD PLAN DETAILS. SIGNING 8c STRIPING LEGEND AND
C. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE i
STATE STANDARD SPECIFICATIONS, ENTITLED "PAVEMENT MARKERS". ADHESIVE FOR CONSTRUCTION NOTES.
.
PAVEMENT MARKERS SHALL CONF6RM TO THE PROVISIONS IN SECTION 95-2.04 OF THE EXISTING TO REMAIN.
STATE STANDARD SPECIFICATIONS ENTITLED "RAPID SET EPDXY ADHESIVE FOR PAVEMENT
MARKERS".
RS REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTES. McCALL BLV t
D. DEBRIS FROM REMOVAL OPERATIONS SHALL BE CONTAINED WITHIN THE WORK AREA AND FURNISH AND INSTALL SIGN(S) AND 4X4 WOOD POST WITH ANCHOR BLOCK
THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND IS
PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM T (IF APPLICABLE) AVEN I DA
THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE o
DE CORTE
CONTRACTOR. DEBRIS WITHIN ROADWAY SHALL BE REMOVED BY DRY SWEEPING OR s
RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
HIGH-POWER VACUUM. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL FRS'
OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF O
THE STANDARD SPECIFICATIONS. THERE SHALL BE NO STOCK PILING OF CONSTRUCTION RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING
MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE RAISED PAVEMENT MARKERS. NEWPORT ROAD
INSPECTOR. O INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION
OF RAISED PAVEMENT MARKERS. LA PIEDRA ROAD
E. SCARRED AREAS RESULTING FROM WORD OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY SITE
COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT pM INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. HOLLIINQ R �
0 COMPLETELY OBLITERATES THE OLD LEGEND FORM. LEGENDS SHALL HAVE 50FT SPACE TO NEXT LEGEND UNLESS ao o
NOTED OTHERWISE. af o
F. ALL NEW STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE COUNTY ENGINEER
PRIOR TO PAINTING. SIGNALIZED INTERSECTION w w Z
a !. -
G. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND o ;
STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION AREA WILL BE RESTORED TO SNS STREET NAME SIGN D m
F•
LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE COUNTY.
(T) THERMOPLASTIC
SCOTT ROAD
H. CONFLICTING TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY i 0
SANDBLASTING OR GRINDING. CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT p S
MARKERS AND SIGNS. REMOVED SIGNS SHALL BE SALVAGED, TO THE COUNTY YARD AS SIGN (ONE POST)
DIRECTED BY THE COUNTY INSPECTOR: - - - - VICINITY MAP _
NOT TO SCALE
I. ALL TRAFFIC STRIPES 12" IN WIDTH, ARROWS AND PAVEMENT LEGENDS SHALL BE SIGN (TWO POST) ', SECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST N
THERMOPLASTIC. _
J. ALL TRAFFIC STRIPES W OR LESS IN WIDTH SHALL BE INSTALLED WITH Two (2) COATS SIGN (ON STREET LIGHT OR ON SIG 4 OOL.E) 1A
OF PAINT. THE SECOND COAT OF PAINT SHALL BE APPLIED BETWEEN 7 AND 14 DAYS I
AFTER THE FIRST COAT. * STREET NAME SIGN PER RIVERSIDE COUNTY STANDARD 816
K. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING
y --}--- CHANGE IN CALTRANS STRIPING DETAIL NUMBER
YELLOW LINES.
i
L RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR
IN ACCORDANCE WITH THE .STRIPING DETAILS SHOWN ON THE PLANS. INSTALLATION SHALL -
HOLLAND ROADBE COMPLETED WITHIN SEVEN (7) WORKING DAYS OF -ROADWAY STRIPING AS DIRECTED BY - --
THE RESIDENT ENGINEER.
M. ALL WARNING AND REGULATORY SIGNS SHALL BE HIGH INTENSITY GRADE REFLECTIVE. DETAIL '$A"GUIDE SIGNS SHALL BE SUPER ENGINEERING GRADE REFLECTIVE. ALL SIGNS SHALL BE X— WALK DETAILum"m
CALTRANS QUALITY STANDARDS WITH GRAFFITI RESISTANT OVERLAY.
N. PRIOR TO INSTALLATION, NEW SIGNS SHALL BE APPROVED BY THE COUNTY, EXACT Q R4-7, TYPE N (CA) (YELLOW) I I U
LOCATION OF SIGN SHALL BE DETERMINED BY THE COUNTY. 1 12" WHITE
UNLESS INDEX MAP
0. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. WITHIN THE NOTED 10' SCALE: 1 " = 500 ' 0.
COUNTY OF RIVERSIDE, SIGNS SHALL BE INSTALLED ON 4" X 4" WOOD POSTS WITH OTHERWISE rn
ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE PLAN. N
00
P. SEE CALTRANS STANDARD PLANS ES-IA AND ES-1 B FOR SYMBOL AND ABBREVIATION
LEGENDS.
Q. THERMOPLASTIC CROSSWALKS SHALL HAVE 10 FEET BETWEEN 12 INCH WHITE STRIPES 0 Z
UNLESS SHOWN OTHERWISE.
TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLANS P 1 RAISED MEDIAN (TYP) 11 2 a
R. UNLESS OTHERWISE /
DIRECTED BY THE ENGINEER. 3
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NOTE: SAL- "ly COUNTY R{ ��- PLANNING ■ DESIGN ■ CONSTRUCTION �I
WORK CONTAINED WITHIN THESE PLANS F E S S/p BENCFWRK: DATE: 1970 ELEV: 1495.886 PM 342n tP OMM SHEET NO.
SHALL NOT COMMENICE UNTIL AN �� �./� ATM � l�,�F ES 1 MS ,W_ IP' � o
ENCROACHMENT PERMIT AND/OR A ��� 0' F e^ APPROVED 9Y J EsPO�� 27556 YNEZ ROAD,SlA1E 400 1 M- F 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC CI#�Cli COUNTY OF IYERSiDE _I
GRADING PERMI I T HAS BEEN ISSUED. y� s' ��o ■ ■ ■ T�ULA,CALFOFPM 6n OF MURR I E A RAT SUN CITY. OAD AN FT ND 2�FTT ABOI� ROAD, 2AST OF P0W8*'OLE 6FT3�TTAST
THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 •- C 69921 !" CONSULTING 95LG76AW■ FAX 951.676.7240 • wwwFwcom OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE, 2 FT SIGNING AND STRIPING PLAN
RESPONSIBLE FOR ASSURING THE ACCURACY AND a Exp. 12/31/08 �� 09-30-06 r NORTH OF A WATER METER 2 FT SOUTH OF A MARKER POST, SET A c,
ACCEPTA$ILTY OF THE DESIGN HEREON. IN THE �[ * . •
BRASS DISK IN A CONCREtE POST. TITLE SHEET
EVENT OF DISCREPANCIES ARISING AFTER COUNTY ,�+ 1� ALAN D. FRENCH DATE:
t �111` =CZ4.5EXP. 12-31-08 PREPARED BY: MARK J. ESPOSITO 69921
SlEETS
ENGINEER SWILL BE RESPONSIBLE APPROVAL OR DURING OFORTDETERIdINING HE PRIVATE 'lF EF t\�tE EXP. DA -30-08 ao
AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK BY DATE APPR. DATE C 5`yt��'�' /� DATE: 5 9 SCALE: 1 PAD�� tN.O. ` i
FOR APPROVAL BY THE COUNTY. � REV 1 S I 0 N S COUNTY RED BY M. GHAHRAMANI DATE:
SIGNING & STRIPING CONSTRUCTION NOTES:
STA 74+97
EXIST. R/W N EW"RT ROAD 29 7 EXISTING IN 12 Q ❑E EXISTING TO REMAIN.
�_ - - - - - - - - -BEGIN 120 TRANS.
JSTA OIN 7EXI 70 EXIST. E/P + RS REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED.
?,- i i tiLL
69 20' W IS FURNISH AND INSTALL SIGN(S) AND 4X4 WOOD POST WITH ANCHOR BLOCK (IF APPLICABLE)
12— — �"� RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
(12')— — — 12' — — — — — — — — — — — — 14' .'v; �p
0 (12') 71 F2! 72 73 74 75 W O RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING
J Q
. (12') Z W RAISED PAVEMENT MARKERS.
12 INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION
(25') 13, — — — — — — — — — — — — — — — = W OF RAISED PAVEMENT MARKERS.
(VAR) VAR V W O INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED.
co LEGENDS SHALL HAVE 5OFT SPACE TO NEXT LEGEND UNLESS
Q z. NOTED OTHERWISE.
— — STA 71+37
JOIN8STINo TRANS. 12 — — — — — T — — — — S SIGNALIZED INTERSECTION
EXIST. R RP
CAL.LE TOMAS NEW PORT ROAD
STA 76+17 IS NAIL "A" - - (3T) E SNS PM TYPE IV(RT) IS 3-7 R R3-7 RT RS P (�$�Q , E R26(CA) 1� k W73 CA IS
END 1 TRANS. EXIST. R ' , R1 1 E E R26(CA) ( � --J 720' ( ) a 12 SST. R , i )
RP
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SIGNING & STRIPING NOTES,
1�_227.2M 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION 40 0 40 so 20
__ NOTES, LEGENDS, AND DETAILS, SEE SHEET PD-1.
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NOTE. ��—� TM COUNTY RIVERSIDE � PLANNING ■ DESIGN ■ 'CONSTRUCTION z
BENCHMARK. DATE. 197o ELEv: 1495.8w FW 34275 ap 03475 SHEET N0.
WORK CONTAINED WITHIN THESE PLANS � � � �
MS 4087 IP# 060M
SHALL NOT � taVTI>_ AN Q�,OfESSlp,�� A1'�� �P fEtt/ � o
ENCROACHMENT PERIrf I T AND/OR A �'�� U' F� ''S c^ P"PROVED 8Y �1 �.E3P'��! 2.7 MILES SOUTH ON MURR I ETA ROAD, FROM THE CATHOLIC q�CH o
GRADING PENT P HAS BEEN ISSUED. y� 4� a� os��ff ■ ■ ■ 27555 YNEZ ROAD,SUITE 400 AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST COUNTY OF RIVERSIDE
o rTEMECULA,CAL FORNIA 92591-4679 OF MURR I ETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST SIGNING AND STRIPING PLAN
THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 C O N21 CONSULTING 951676.8042 a FAX 951678.7= • wwwfW�.com OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE, 2 FT
RESPONSIBLE SLE FOR ASSURING THE ACCURACY AND : Exp. 12/31/08 ,S'Z '0 �- � o
RESPONSIACCEPTAB LE OF TIC DESIGN HEREON. IN THE NORTH OF A HATER METER, 2 FT SOUTH OF A MARKER POST, SETA NEWPORT ROAD
EVENT OF DISCREPANCIES ARISING AFTER COUNTY f ALAN D. FRENCH DATE: BRASS DISK IN A CONCRETE POST. STA TO+OO TO 86+00
J' �/11` �� R.C.E. 457 EXP. 12-31- / PREPARED BY: MARK J. ESPOSITO 69921 a
APPROVAL OR DURING CONSTRICTION, THE PRIVATE '�l 0� � - � 8 SHEEI"S a
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING E Bf Ct►L��` T �p EXP. DA 30-08 p_ FOR: wo. oOUNTY a
AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MARK BY DATE N". DATE x DATE: !� SCALE: 1 40 PACE Ht?# S FEE No.
FOR APPROVAL BY THE COUNTY. R E V I S I O N S RECOMMENDED BY: KE M. GHAHIRAMANI DATE: -r Iq
—
SIGNING & STRIPING CONSTRUCTION NOTES:
�E EXISTING TO REMAIN.
RS REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED.
IS FURNISH AND INSTALL SIGN(S) AND 4X4 WOOD POST WITH ANCHOR BLOCK (IF APPLICABLE)
Tp
RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
FROM
RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING
RAISED PAVEMENT MARKERS.
INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION
AVEN 1 DA DE CORTEZ OF RAISED PAVEMENT MARKERS.
-- PM INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED.
" LEGENDS SHALL HAVE 50FT SPACE TO NEXT LEGEND UNLESS
NOTED OTHERWISE.
cn 1
PM)T Y P R T; SIGNALIZED INTERSECTION
I I
NEWPORT ROAD R3_7
STA
R1 1 UPOSED_ RAISED
- EXIST P/ E %FIST �-=URB BEGti 960' TRANS.TRA.,�S �Sg �
�200' MEDIAN � )W3- _ PM TYPE IV(LT)
I �URB - EXIST. RAW
DETAIL "p" (pp) GUTTER �� __ &ROP.
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Q o�0 4" VVHITE(100') - - - - PROP. CURB - - - - - - - - - - — - - - - - -
PROP. R /W� T`rPE IV(LT)(PM) & CUTTER STA 93+98 W33 S PROP. R�W� STA 97+�8 Q
c� _ ;I DETAIL "A
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`P� �RUS S'C �IGN� SEE SHEET PD1 ��
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END 360' TRANS ��PM�TYPE IV(RT) 3g 200'
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It �R WW1 TYPE IV(RT)(PM
�)TV"PE 'V(LT' fT`� �E N(CA)(YELLOW R3-7 S RS7 38� 300'
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EXIST. R%NJj 300'
12" W ITE 'TYP' ( LOR SIi�f1N �iE STRIPII'JG �r2FR' 'vEMEw '� �
SEE X WALK DETAIL 11 SEE MS 408E :7,HEE T PD
SHEET PD-01
MATCH LINE STA 62+00
SEE BELOW RIGHT E
SHERMAN ROAD
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SCALE: 1"=40' O
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_ FOR SIGNING AND STRIPING IMPROVEMENT + W
SEE MS 4086 SHEET PD-5 N Q �
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�,�, & STRIPING NOTES.
40 0 40 80 120
1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION Ln
1-� �I-Z� NOTES, LEGENDS, AND DETAILS, SEE SHEET PD-1.
AT LEAST TWO DAYS GRAPHIC SCALE o
YOU DOG NOTE: THIS PLAN SUPERSEEDS APPROVED PD-3
UPEOWI M 88MOE&W OF 8otlil1I C&FOMM SHEET 3 OF 8
0
NOTE SEAL-COUNTY
COUNTY OF RIVERSIDE SEAL-ENGINEER
PLANNING ■ DESIGN ■ CONSTRUCTION 0
WORK CONTAINED WITHIN THESE PLANS BENCHMARK: DATE: 1970 ELEV: 1495.886 (TRACT 3W47) SHEET N 0.
z
SHALL NOT COMMENCE UNTIL AN o Q40oE S F 0�,'l TRANSPORTATION DEPARTMENT �QR°f SS/, IBIS 4W7 I Pf 060= 0
/
ENCROACHMENT PERMIT AND/OR A �� APPROVED BY �` R` 27555 2.7 MILES SOUTH ON MURK I ETA ROAD, WFROMERP THE 16193,CATHOLIC CHURCH COUNTY O F RIVERSIDE u
�+ , AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST u
GRADING PERMIT HAS BEEN i SSUEO. '�� y TEMECULA, CALIFORNIA 92591-4679 OF MURR I ETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST E VI1-1
i R SED SIGNIN N 3A00
THE PRIVATE ENGINEER SIGNING THESE PLANS IS �, No. 45702 W 140.69395 r►n CONSULTING 951.676.8042• FAX 951.676.7240 ■ www.RBF.com OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE, 2 FT G AND STRIPING R IP 1 N G PLAN
RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31/085 I •��� O� or. Exp•6/*0 NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SET A NEWPORT ROAD o
STA 88+00 TO 101 +00
ACCEPTABILTY OF THE DESIGN HEREON. IN THE * * BRASS DISK IN A CONCRETE POST. ,�
EVENT OF DISCREPANCIES ARISING AFTER COUNTY ALAN D. FRENCH DATE:
t cI Y i �� R.C.E. 45702 EXP. 12-31- Jj, Ivi � PREPARED BY: ANTHONY M. COTTS 69395 g
fWF
ENGINEER SHALL RESPONSIBLE I BLEVAL OR DURING �FORTDETERMHE I I N I NG A C l 3 08 C U C L� S'sf 11 QB VATE 'lF OF C A�1E 1 �6 /O� � pF FQ�� EXP. A 6-30-10 Q
AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS BY 'DAM APPR•I OATE_ RECOMMENDED BY: MIKE M. GHAHRAMANI DATE: ! DATE: 11 04 08 SCALE: 1"=40' FOR` PARDEE HOMES W.O. No. i
FOR APPROVAL BY THE COUNTY. COUNTY
ENGINEER R E V I S I O N S aouNTY
08mO8m6mMCmO493
NEWPORT ROAD CALTRANS N GE ERAL NOTE SIGNING 8c STRIPING
SEE SHEET PD-3 ALL WORK WITHIN THE STATE R/W SHOULD CONFORM ,
MATCH LINE STA 101+00 TO DEPARTMENT ' S REQUIREMENTS: CONSTRUCTION NOTES.
1 ) STANDARD PLANS , DATED MAY 2006; 2) ❑E EXISTING TO REMAIN.
EXIST. R /W
PROP. R/w I AR 12'I VA PM)TYPE v(ET STANDARD SPECIFICATIONS , DATED MAY 2006; 3)
R R RR 1 38 200' STANDARD SPECIAL PROVISIONS (SSP); 4) RS REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED.
T R� _OM O
SCALE: i"=40' STA g+02 a CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL
o 10 +28 -
�M DEVICES (CALIFORNIA MUTCD); 5) HIGHWAY O FURNISH AND INSTALL SIGN(S) AND 4X4 WOOD POST WITH ANCHOR BLOCK
BUS STOP SIGN(R! F� I I END 1,080 TRANS. IS IF APPLICABLE)
12i .. DESIGN MANUAL (HDM); 6) ENCROACHMENT PERMIT
4" WHITE(1+.'3'? O
4' PROPOSED RAISED MANUAL; AND 7) DIRECTIVES OF THE RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
FOR SIGNING AND STRIPING IMPROVEMFr'T goo >� ; I MEDIAN DEPARTMENT 'S REPRESENTATIVE .
SEE MS 4085 HAUN P HEFT PD-4 ;r, RB HAUN ROAD F
EXIST. CURB
- _ GU TTER RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS
E _ i-
- G= DETAIL A" AS NOTED, INCLUDING RAISED PAVEMENT MARKERS.
�: SEE SHEET PD- 1 4 ' WHITE(100')
- - - - - - -- � - - - - 4 - � ' � � � ' 14' 12' 16'
r
;RS; DNS R-3 7(RT) O INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING
- - -- Y W4 a RS� INSTALLATION OF RAISED PAVEMENT MARKERS.
�_ 1 4' �3� },00' RFC —� DRIVEWAY
- - — -- R 2 � )
_ 6 CA pM INSTALL THERMOPLAST1C PAVEMENT MARKING OR ARROW AS NOTED.
:
(40) ;\ r (GS') LEGENDS SHALL HAVE SOFT SPACE TO NEXT LEGEND UNLESS
o' - EXI /W
�T. R
_ NO OTHERWISE.
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STA
PROPOSED STRIPED \
12 4" WHITE 100' G
Ej1�C7� �21I11Gr �E SSEE HEET PD�01 DETAIL 38 MEDIAN STA
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N PTMENT 12 PINS
TYPE VI(LT) (PM' ��\ 50'
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HATE PROP. R/ ( I' '
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CD
CD
MATCH LINE STA 104+50
SEE BELOW LEFT
NEWPORT ROAD
IVER 1-215 SOUTH
EXISTING RAISED EPARKING R6-1 LT OFF-RAMS
3 PROPOSED STRIPED ; NEWPORT ROAD E W3-3 E 5- ^ _1
R6 RT} E ,o; cv ;n E
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sfi�c T66+56 PM
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-TYPE IV LT 12 _ E MEDIAN
EGIN STRIPING � ` '
O w v PM 38 325' ,� RAW E IV(LT) EXI T. R EXIST. R W EGIN 360' TRANS. - EXIST. CURB E
pLTRMIS, PM CALTRANS 29 12 - _____'
-----
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r 16 — — — — — — — — — — — VAR (22') 12' (f3')
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RIGHT LANE I 12 12 R3-7 IS W3-3 E � \` r' �� � M6-2 I Z�6 � x
tp PROP. R/ EXIST. R/W pM SIGNAL AHEAD W73A IS 0, -� I E
RCTD CALTRANS (TYP.) (CA) G21 CA MOD 1-215 E EXIST. R/W - J� �. i + poNgR
LEFT LANE ( )( )( ) CALTRANS G77 4(CA)(1-215) E
I _ - - _ _ _ _ _ _ - s R3-7 E i
- - - - - - - -- - -- , _ _ _ - - - - - - - , E - - - - - �
' '- Ridirsidi ' ` o
SOUTH + ' , +
DIG�-ERT 1-215 SOUTH W
SIGNING & STRIPING NOTES. I -
te 4 ON RAMP
1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION I _ _ _ _ _ . I S' 5 I
DTAL�MM NOTES, LEGENDS, AND DETAILS, SEE SHEET PD-1. I 215 '
1-�-�j-2M 2. WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATION, I , 40 0 40 80 120
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR r TN Son DIiRO ; I
w
AT LEAST TWO 00 REPLACE DAMAGE FACILITIES PROMPTLY IN ACCORDANCE WITH , LEFT LANE , � � 0-
BEFORE You ao _ _ _ _ _ _ _ _ _ _ _ 1 , , GRAPHIC SCALE NOTE: THIS PLAN SUPERSEEDS APPROVED
STATE SPECIFICATIONS AND/OR AS DIRECTED BY THE STATE - _ _ _ _ _ _ _ _ _ _ Pbm4 >
uuroa�e mm 8e1�E A M OF 80UitBIN1 cam► REPRESENTATIVE. -_ ._ SHEET 4 OF 8
0
NOTE SEAL-COUNTY COUNTY Of RIVERSIDE �-04p� PLANNING ■ DESIGN CONSTRUCTION Z
WORK CONTAINED WITHIN THESE PLANS BENCHMARK: DATE: 1970 ELEV: 1495.886 (TRACT 3W47) SHEET NO.
SHALL NOT COMMENCE UNTIL AN 0 QUO FOE S 0�,'! A nON DEPARTMENT �eR°�� /c MS 4W7 I P# 060m 0
ENCROACHMENT PERMIT AND/OR A �� APPROVED BY �` F 2.7 MILES SOUTH ON MURR I ETA ROAD, FROM THE CATHOLIC I C CHURCH o
�� a, �. 27555 YNEZ ROAD, SUITE 400 AT SUN CITY, 54 FT NORTHEAST OF POWERPOLE #16193, 29 FT EAST COUNTY OF RIVERSIDE
GRADING PERM i T HAS BEEN ISSUED. = ti z TEMECULA, CALIFORNIA 92591-4679 OF MURR I ETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST REVISED SIGNING AND T 4A a0
THE PRIVATE ENGINEER SIGNING THESE PLANS Is �, No. 45702 No.Is 95 r^ D STRIPING PLAN ,.
'car.
� CONSULTING N S U LT 1 N G 951.676.8042■ FAX 951.676.7240 ■ www.RBF.com OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE, 2 FT
RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp. 12/31/08 ��"10$ oc Exp.6/30 O NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST SET A HAUN ROAD o
ACCEPTAB I LTY OF THE DESIGN HEREON. IN THE 4c * * BRASS DISK IN A CONCRETE POST. STA 10+00 TO STA 14+50 L
ALAN D. FRENCH DATE:
EVENT OF DISCREPANCIES ARISING AFTER COUNTY `rr 01 Y 1�- ��� R.C.E. 457 EXP. 12-31-08 •fj, CIVI ��' PREPARED BY: ANTHONY M. COTTS 69395 NEWPORT ROAD 8
EN GIAPPROVAL OR DURING NEER SHALL BE RESPONSIBLESP T FORHE PRIVATE DETERMINING I c �� 08 P (ACdW Sff7' I� 'lF OF C k \'k L1 ��fog q OF EO�� EXP TE: 6-30-10 STA 101 +00 TO STA 111 +50 -� _- TS a
SCALE: FOR: W.O. COUNTY
AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS 8Y DATE ATE RECOMMENDED BY: MIKE M. GHAHRAMANI DATE: DATE: 11 03 08 1 =40 PARDEE HOME$ FILE N0.
FOR APPROVAL BY THE COUNTY. ENGINEER R E V I S 1 0 N S COUNTY
08mO8m6mMCmO493
TRAFFIC SIGNAL PLANS
PM 34275 US ""7 (1p# 06W20) NEWPORT R
I
TRAFFIC SIGNAL GENERAL NOTES:
1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM - ---•-- -�
TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS,
DATED MAY 2006 AND THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (CA—MUTCD). t
2. UlIU7IES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE "r M2 SHEET
EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE - , NEWPORT ROAD
STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES - -
_. .
PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH SUCH _ --- ..........
FACILITIES ("UNDERGROUND SERVICE ALERT" - (800) 227-2600). McCALL- BLV
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY ,PERMITS AND NOTIFY ALL ,
AFFECTED AGENCIES AND UTILITY COMPANIES A MINIMUM OF 48 HOURS
PRIOR TO START OF CONSTRUCTION. AVEDE N(I RTE
DA
4. ALL NEW LOOPS SHALL BE 6' ROUND WITH 10' SPACING IN THE DIRECTION OF
TRAVEL AND CENTERED IN THE LANE EXCEPT AS SHOWN. LIMIT LINE LOOPS -
SHALL BE 1' BEHIND LIMIT LINE UNLESS OTHERWISE INDICATED. LOOPS SHALL ,
BE TESTED AND APPROVED PRIOR TO FILLING -SAWCUTS. DETECTOR CURB
TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES-5E. NEWPORT ROAD
5. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT $ E
CONDUCTORS REQUIRED FOR THE INTENDED OPERATION.
6• ALL VEHICLE INDICATIONS SHALL BE 12". PEDESTRIANS SIGNALS SHALL BE o
TYPE A, SYMBOL WITH TYPE 2 SCREEN. ALL SIGNAL HEADS AND o
BACKPLATES SHALL BE METAL AND LOUVERED. ALL 12" RED, YELLOW, a
GREEN AND PEDESTRIAN INDICATIONS SHALL BE LED. ui
7. CONDUIT SHALL BE RIGID METAL UNLESS OTHERWISE NOTED ON PLANS. MINIMUM a =
CONDUIT SIZE SHALL BE 2 INCH UNLESS OTHERWISE SPECIFIED. ALL CONDUIT m
UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING.
SCOTT ROAD
8. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. -
9. ALL PULL BOXES SHALL BE No. 5, UNLESS OTHERWISE NOTED ON THE PLAN.
MAXIMUM SPACING OF PULL BOXES SHALL BE 500 FEET. VICINITY NIAP �� LA PIEDRA ROAD
10. PULL BOXES SHALL NOT BE LOCATED IN OR VIATHIN 1' OF ANY CURB NOT TO SCALE
ACCESS RAMP OR DRIVEWAY. ALL PULL BOXES IN UNIMPROVED AREAS SECTION 3 TOWNSHIP 6 SOUTH RANGE 3 WEST "r
SHALL BE TRAFFIC BEARING. UNIMPROVED AREAS ARE DEFINED AS -
LOCATIONS NOT PROTECTED BY CURB AND GUTTER.
11. MAST ARM MOUNTED SIGNS SHALL BE FABRICATED WITH HIGH INTENSITY
REFLECTIVE SHEETING.
12. THE CONTRACTOR SHALL OBTAIN APPROVAL FOR THE EXACT EQUIPMENT
LOCATIONS PRIOR TO FINAL PLACEMENT. STRIPING LAYOUT (CAT—TRACKING)
SHALL .BE APPROVED PRIOR TO LOOP DETECTOR INSTALLATION.
13. CONTROLLER ASSEMBLY INSTALLATON SHALL BE PERFORMED BY THE CONTROLLER O`
MANUFACTURER AT THE CONTRACTOR'S EXPENSE. t _
14. ALL LANDSCAPING AND IRRIGATION SYSTEM WHICH IS DAMAGED BY CONSTRUCTION i S z
ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE f
LOCAL AGENCIES AND THE PROPERTY OWNER. _ _
15. A MINIMUM OF 15 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE Np
CONTROLLER CABINET AND THE SERVICE EQUIPMENT ENCLOSURE.
16. A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN
TELEPHONE CONDUIT AND ELECTRICAL CONDUITS.
17. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS WITH 6' OF SLACK IN EACH
PULL BOX, AND 20 FEET OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER N
CABINET FOR SIGNAL INTERCONNECT CABLE. N
ca
18. PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED ON THE SIDE OF THE SIGNAL I�IOLLAND ROAD n
STANDARD NEAREST THE CROSSWALK. AND SHALL BE TYPE B. T
19. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED
BY THE RESIDENT ENGINEER.
�' 21
- o
uAl I
INDEX MAP W
Z
SCALE: 1 " = 500 ' o
co
DIGAMRT
i
���.
Z
1 PM
-�Z'r7-2600 J
Q
Z
AT L
EASTT TIMO DAYS
MEFOIFIE ,�«, N
� s. TS=lKBEOF CiN M '" 3
A�
a
NOTE: �"�•-°0�'TM COUNTY � � "PLANNING DESIGN ■ =CDNSTRUCTIDN 2
WORK CONTAINED WITHIN THESE PLANS `' BENCI VARK: DATE 197C ELEV. 1495.886 PM 34275 aP OMM SHEET NO.
f ESS/p
SHALL NOT UNTIL AN �p �Op, F �'�� TPANSPMATM DEPARTMMT
1t .EsfP - 2.7 MILES SOUTH ON MURRIETA ROAD. FROM THE CATHOLIC CHURCH
� 4�7 � it CN o
0020
ENCROACHMENT PEFilli I T AND/OR A p APPROVED BY
�. •. 27M YNEZ ROAD,sv�4� COUNTY OF RIVERSIDE
GRAD I N6 PERMIT HAS BEEN ISSUED. � s; �.. � ��, I '' ■ ■ ■ AT SUN CITY, 54 FT NORTHEAST OF PO�RPOLE �16193, 29 FT EAST � i
s _ o A,CALFOFHA 9250VAM OF MURR I ETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST
wt.67&SW FAX W676.7M • wwwpeF.cam OF THE NORTHWEST CORNER OF A 4 FT CHAIN LINK FENCE, 2 FT "CASE A"
THE PRIVATE ENGINEER SIgVING THESE PLANS IS No. 45702 �-+ �„ C 6lIQ21 '.; CONSULTING
RESPONSIBLE FOR ASSURING THE ACCURACY AND Exp, 12/31/Og •� 00-30-05 NORTH CE A WATER METER 2 FT SOUTH CE A MARKER POST, SET A TRAFFIC SIGNAL PLANS s
ACCEPTABILTY OF THE DESIGN HEREON. - IN THE {c. * • r BRASS DISK IN A CWWtE POST. �
EVENT CE DISCREPANCIES ARISING AFTER COUNTY 'ft C/�1` ��! R E. D. FRENCH TITLE SHEET
t2-31— DATE: � PREPARED BY: MARK J. ESPOSITO eta92t Q
APPROVAL OR DURING CONSTRUCTION THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING lE Bf C 1►L1E� EXP. DA —30-08 �
FOR: NbC. Cd1NT'Y _ a AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MNWC BY DATE AM. DATE4Qd4- DA7E: SCALE: 1»=� PAESE $ fi1.E IiO.
FOR APPROVAL BY THE COUNTY. Mac R E V I S 1 0 N S RECOIrNr1ENDm BYc M. CHA RAMAN DATE: _
-,AV0wwwA DE CORTEZ
� I
CONDUCTOR - SCHEDULE PHASE DIAGRAM ' POLE SCHEDULE
A.W.G. RUNS I ' I POLE DATA SIGNAL H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON *POLE LOCATION IISNS (TYPE A
OR 4 _ i I 7�' I No TYPE EIGHT MA MA WATTS VEH MA PED PHASE POLE QUAD A B MESSAGE (DBL FACE)
CABLE TYPE i A IF-
19-4-100 30' 25' 15' 200 SV-1-T 2-MAS SP-1-T 2 N 14' 4 Newport
POLE A - _ - _ - _ - _ - _ 1 1 1 + ` e 15TS 30 - 15' 200 SV-2-TA - SP-1-T 4 E 10 4 -
v POLE 6 _ _ - _ - _ 1 1 - 1 1 1 1 1 �2 34 , , G 61-5-100 30' fi0' 15' 200 SV-1-T 3-MAS SP-1-T 4 E 14 4 De Cortez
3 m POLE C 1 1 1 1 — — — 1 1 8 2? 22 8 1 _ _ _ _
POLE D - 1 1 1 - _ - _ - _ 1 -a► ...- QD 1 A 10 TV_2_T - SP-1=T 6 S 14 4
- 1 1 _ 1 1 l E 19-4-10E} 30' 25' t5' 200 SV 1 T 2 MAS SP 1 T fi S 14 Newport
o POLE E - _ - _ 1 1 1 - - - - - 1 1 �- I EXIST. R w - SV-2-TA - SP-1-T 8 W 14 4'
-
-_-- I / F 15TS 30 15 200
12 o POLE F - _ - _ - _ 1 - - _-_ 1 �' -► ( 7` G fi1-5-100 30' S5'' 15' 200 SV-1-T 3-MAS SP-1-T - - 4' 4' Sherman
,
POLE G - _ - _ - _ - _ - - _ - _ - � H PP POST 3.' - - - 8 W 14 4 -
_ _ _ _ 1 _ 0 5 06 07 08
v POLE H - _ - _ - _ - _ - _ - - EXIST. R/w 1 I i 1 - - - - - SP-1-T 2 N 14' 4' - -
POLE I _ _ - - - - 1 ADVAI,�C DI�TECT0O1t, $PE : QWPOARMT.R D = 55 MPH I 16 1 16 I POTHOLE MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES. SEE DETAIL "BM. TS-4
TOTAL CABLES 3 12 1 1 2 2 3 3 4 4 1 1 2 2 3 3 88 4 :< . RD = 45 MPH , 2 ** SEE DETAIL C TS-4
oI o
12 I.I.S.N.S. 2 2 2 2 = 2 2 = 'NEWPORT ROAD 1 3
P.E. CONTROL I J `EXIST. CURB /� I I 6 \ 2"C,3-DLC "
10 LUMINIARE 2 2 2 2 2 2 2 - _— & GUTTER oil _ \ 1 1/2 C,1-DLC
4'I DETECTOR - - 2 - - 2 6 EXIST. R/W / ' PROP. CURB EXIST. R/W / " - -
- - _ _ � O 6 F & GUTTER 1 1 2 C,1-DLC
T 3 3 3 3 - - - - - �_ -
�2 DETECTOR _ _ _ _ I -
03 DETECTOR - - - - - - 2 2 - =� - - �- - - - - — -- - - - � / 03 O +-0 �_.
1 1 1 - - - 1 1_.. j 0 - _._ 8
04 DETECTOR - +-- - ----- - - 1 _- ---- --�— -
D LC 05 DETECTOR - - - - 2 2 2 2 ' - 3- 4 — — —
06 DETECTOR - - - 3 - - - 3
_G G G G G G G G G 3 03,08 �5 G G G G G
07 DETECTOR - 2 2 2 - - - 2 22' I t 22' - G
6 6
48 DETECTOR - - - - - - 2 2
TOTAL - 3 . 3 8 5 5 . 9 17 _ _ _ _ _ _ _ _ _ _ _ _ _ _ s I 1110 CONSTRUCTION . NOTES (THIS SHEET):6J2U
EMERGENCY PRE—EMPTION 1 1 2 2 — 1 1 4 G G G 12• 12' _
- — — G — G — G— — G — �tL G G G G G G G _ c°
G G
CONDUIT SIZE .5 3" .5 4" .5 3" 4" 2-4 - - 6 3 1,06 EXIST. GAS LINE t J2L 12' XO 5 To
WALK
CSC = CONDUCTOR SIGNAL CABLE 14 I FOR TRAFFIC SIGNAL GENERAL NOTES SEE TS-1.
B I FOR TRAFFIC SIGNAL DETAILS SEE TS-4.
U.4' D-CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION. CONTRACTOR SHALL
- —, - - - - 1--.--� - 90- t 1`nV _12'g 1` FURNISH AND INSTALL A TYPE 170E CONTROLLER ASSEMBLY, COMPLETE WITH DETECTION
5J90 �12! SJ1U EXIST. STORM 0- t 4' — —�—+ — — FOR 8 PHASES, COORDINATION TELEMETRY, DETECTOR SENSORS, EMERGENCY VEHICLE
to DRAIN (MAIN + ^ PRE—EMPTION SYSTEM, AND AUXILIARY EQUIPMENT WITHIN A TYPE 332 CABINET.
— — — — — — — -- — — — — 1 — — — — — — — — �CONTRACTOR SHALL FURNISH AND INSTALL A DUAL METERED TYPE III-CF SERVICE
`� 02,05 3
-- - 12 — ,- - — 14 - - - - -
- — — — — _ — — x— — — -T- — — -- -- --' — -' EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: -
Oft-
MET
212U 12' `' ' 4 12' _ — ONE E1120/24OV-100A (MAIN)
0
EXIS . DOMESTIC 11
`� wp, R MAIN • _ _ _ 0 ONE 120V-50A (METERED SIGNALS)
}- -1 02 ONE 120V-30A (METERED LIGHTING)
405' TO T T T T T -T--T— T T T T +--T 8 T T T T T T T ONE 120V-20A (METERED IISNS)
_ TYPE V P.E.C. PER DETAIL "D" ON TS-4.
- - — - - 22 —T - - - - - - - - - T T--T --
EXIST. W7\ 04,07 3 4 _ - - - - - _ ,
IR/ Sg1 r / 1�2 t EXIST. R/W ON�24OV-100A (MAIN)
�2 P 2 - ONE 120V-30A (METERED LIGHTING)
4P
E E E E E E _ CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION DETECTOR MODEL 721.
-E E E E PROP. CURB E CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM PRE-EMPTION MOUNTING HARDWARE
& GUTTER ROP. CUR - - AND CABLE, SEE DETAIL "A." ON TS-4.
- & GUTTER
- - - - — — - - - - H — �CONTRACTOR -SHALL FURNISH AND INSTALL SIGN(S) AS SHOWN.
1 1/2"C,1-DLC 1 1/2"C,1-DLC
12"C 3-DL B - - O 1 2"C, PULLROPE PROP. R W 7E--INSTALL "
PROP. R/W I 2-6PR #20 SIC / 3 PVC SCHEDULE 80 CONDUIT WITH PULLROPE BETWEEN EDISION SERVICE POINT
. 7 AND METER PEDESTAL. CONTACT SCE REPRESENTATIVE, RUDY BARGAS AT 909-928-8272,
2"C,3#6(SIGNAL) 7 PRIOR TO CONSTRUCTION TO VERIFY SERVICE POINT LOCATION AND SCE REQUIREMENTS.
I O
� CONDUCTORS BY SOUTHERN CALIFORNIA EDISON.
rJ - 6 I 8J6L O 2 2"C,2 #14{PPB)
EXIST. R/W 2"C,2#10(LTG) INSTALL 2" CONDUIT WITH 6 PAIR #20 SIC TO TRAFFIC SIGNAL CONTROLLER CABINET AT
N/W CORNER OF BRADLEY ROAD. INSTALL PULL BOXES AT MAXIMUM 500 SPACING
EXIST. R W 2#12 IISNS)
2"C,2-DLC S SIGNAL CONTROLLER CABINET AT NEWPORT ROAD. PROVIDE COMPLETE COMMUNICATION WITH AND BRADLEY ROAD.EXISTING TRAFFIC
I I 5�J t I 7[D—INSTALL 2" CONDUIT WITH 6 PAIR #20 SIC TO TRAFFIC SIGNAL CONTROLLER CABINET AT E
5
N/E CORNER OF NEWPORT ROAD. INSTALL PULL BOXES AT MAXIMUM 500' SPACING
PROP. R W (APPROX. 1280' CL TO CL). o
/
;f: I ca
16 lip16 I 1 1/2"C,1-DLCIn
\
PROP. R/W
0 0
IMPORTANT NOTICE UNDERGROUND STRUCTURES
SECTION 4216-4217 OF THE GOVERNMENT ►J Q
CODE REQUIRES A DIG ALERT IDENTIFICATION ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE L0.
UMBER BE- I S S U'ED BEFORE A RECORDS � AM INDICATED WITR THEIR- APPROAMATE LOCATION AND EXTENT, THE OW U BY ACCEPTING
'PERMIT TO EXCAVATE' WILL BE VALI T� PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO N SERVICE ADDRESS 3
FOR YOUR DIG ALERT ID NUMBER CALL HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTINGFROM THE EXISTENCE OF UNDERGROUND UTILITIES 1 1/2"C,1—DLC
N.D E R GR O U N D SERVICE ALERT OR STRUCTURES NOT REPORTED TO THE UNDER: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE
TOLL FREE 1 —600-422-41 3 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILIZES OR STRUCTURES 5 ADDRESS: 27503 NEWPORT RD. z
TWO WORKING DAYS BEFORE YOU DIG. SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS
RESPONSIBEITY TO NOIEY THE.QW� OF THE UTILITIES OR. STRUCTURES.CAD. BffORE.SIARTING. WORK.
SP SCE HAND—HOLE)' AT STA 60+72 1509
SG:
00
L .. O Q t .. 1 1/2"C,1-DLC i
00 `
N X 20 0 20 40 60
i
1-000-227-2600 GRAPHIC SCALE `
U CD
z
AT LEM MO DAYS 15' 22' 22' 15'
BEFORE.VW TSm2 �ol
�oAMOF SHERMAN ROAD }
NOTE -0°�"TM COUNTY RIVERSIDESEAT.-ENawmt PLANNING ■ DESIGN ■ "CONSTRUCTION Z
WORK CONTAINED WITHIN THESE PLANS ES EENCH MARK: DATE: 1970 ELEV. 1495.886 PM 34275 Cam' OU75 SHEET NO.
e�oE S1Q�, ATION DEP h .t MS W7 IP# 0OW20 0
SHALL NOT UNTIL AN O D. F 'f! !�1� j�I/ 2.7 MILES SOUTH ON MURRIETA ROAD, FROM THE CATHOLIC CHUI;CH a
ENCROAq�NT PERMIT AND/OR A ��� of APPROVED BY ��► ,H� s f► 275%YNEz ROAD,MM 400 AT SUN CITY, 54 FT NORTHEAST OF POWOMI 016193, 29 FT EAST COUNTY OF RIVERSIDE
GRADING. PERMIT HAS. BEEN -ISSUED. . `�" �- C 89OZ � !' C O N S U LT•N C3 95t676.W42 FAX 676.7240 wwwfWcom OF THE NORTHWEST COINER FT ABOVE THE ROAD. 2 FT SOUTHWEST
ALFOF M 9M-46N OF MURRIETA ROAD. AND 2 6 .
THE PRIVATE ENGINEER SIGNING THESE PLANS IS ; No. 45702 = �� �� ,., OF A 4 FT CHAIN LINK FENCE. 2 FT
�.+ ^' • ..+ pW-3a-Q8 F+ NORTH of A WATER METER 2 FT SOUTH OF A MARKER POST, SET A TRAFFIC SIGNAL PLANS o
RESPONSIBLE FOR ASSURING THE ACCURACY AND as Exp. 12/31/Oa •� oft EIRASS O.ISK IN A CONCRETE POST.
ACCERTABILTY OF THE DESI4GN HEREON. IN THE it * , •
EVENT OF DISCREPANCIES ARISING AFTER OOl1NITY s � e ALAN D. FRENCH DATE: NEWPORT ROAD AT i
CONSTRICTION, tHE PRIVATE ' / 1` ��� R.C.E. 45702 EXP. 12-31- ,/ .. PREPARED BY: MARK J. ESPOSITO 69921 6 RO"/AYMDA DE ( OF 8 �TSAPPROVAL OR DURING Q
ENGINEER SHALL 8E RESPONSIBl E FORT DETERMINING lF ®{ C A`lE0 EXP. DA -30-OS
/y.,2 __
t'� /D� "_ FOR: W.O. GOUNT'Y a
AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MMiC BY DME APPR. OATS I D ?f J DATE: B
FOR APPROVAL BY THE 00!lt+fTY. i R E V I S I 0 N S RECOMIIIENOED BY: M. GM{AHRAMrt�a DATE: - 1 20 PARtE ML�MEb
100 HAU N R AD
PHASE DIAGRAM CB 8' ' POLE SCHEDULE
POLE DATA SIGNAL H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON *POLE LOCATION IISNS (TYPE A
EXIST. 2"C, �`"�} 3 / No TYPE EIGHT MA MA WATTS VEH MA PED HA POLE QUAD A B MESSAGE (DBE FACE)
INSTALL 1-DLC
1 (NJ00/
��.:. AB LOOPS j�' — — 30' 200 V-1—T� — A — —T 8 W 13' 4' Houn R
-► 1 = _
30' 15' N 2 N 13' 4'
1'5TS 00 SV-2—TA 2 N
1 �2 �34 0 7J9L @ _ _ M 30' 50' 15' 200 R V-1—TAR —MAS P-1— 2 N N 15' 4' Newport(R)
EXIST. 2 C, ^ ,
INSTALL 1-DLC to i V 15TS 30 — 15' 200 SV-2=TA — — — 4 E 15 4 —
N x
:-. iv N — — 30' 60'�" 1-5. 200 . — — . . — — .R 4 E 15' 4' H aun R
1 I N I QF 1 A 10' — — — TV-2—T — SP-1—T 6 S EXIST. EXIST. —
1 I
I
I ' --f�-- —SP 26-4-100 30' 45 1-5' 200 SV-1—T 2—MAS SP-1—T 6 S EXIST. EXIST: Newport.
' '(M s N _ — N ,
05 06 07 08 - 7J5L J � XIST. 2"C _O _. 30 s5 200 - -- 8 - w 1 s 4
ADVANCE DETECTION SPEED: EXIST. 1 , ♦ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED: (N)=NEW; (R)=RELOCATE. * SEE DETAIL "B", TS-4
INSTALL 1-DLC
EAST SIDE OF NEWPORT ROAD = 45 MPH EXIST. R/W ■NEW MAST ARM POLE LOCATIONS SHALL BE POTHOLED PRIOR TO ORDERING POLES AND MASTARMS. �c* SEE DETAIL "C', TS-4
WEST SIDE OF NEWPORT ROAD = 55 MPH NEWPORT ROAD BC ''ti *HORIZONTAL LUMINAIRE MAST ARM WITH NO RISE.
EXIST. 2 C,
HAUN ROAD = 40. MPH INSTALL 3-DLC 1 AB 1 EXIST. 2"C,3#6(SIGNAL)
AB . 8 G EXIST. 2"C,2#10(LTG)
EXIST. R/W 41 -� CB 2#12(IISNS)
CB ' ,� = > ' 7 EXIST. 2"C, "'ICON D.0 CTOR SCHEDULE
6 F / EXIST. �� I INSTALL 3-SIC EXIST. 2"C, INSTALL 1-DLC A.W.G. RUNS
_ EXIST. CURB -
CB - '�' "- -- - - _ - 5 GUTTER CB r_ BC - - - - b OR
/ 6}� , - -,---r- - RC P CABLE TYPE 4
" a.�
PROP. CURB EXIST. R/W E t- I / ', H INSTALL
D CL C XIST. 2"C, _ _ - _ _ 1 _ -
& GUTTER _ _ •�r'c 7� t+7 �` O INSTALL 1 DLC A
EXIST. CURB 6 - _ - - - -—[ — POLE B - - 1 1 1 1 - - 1 1
GUTTER - - - - NfBP _ r _ _ - ^ - - - POLE C
A$ LOOP . ,_� -- _ o 3. POLED
201N,_ , ` I 8 �E ST. E'bP h t�
• n r� ,03 08 I 10 2 L.J
1 POLE E •
18 -, , lls4 07 ' 18 285' TO U POLE F
6J3L-- -� --, -- __. X-WALK _ /.-. v
POLE G
-G G G G --E GQ051 SANI G G ~ -
- -
�h "MAIN'. , - - - -
.CB ' G
SEWER
6J2U 3 LOOP
10 . . PI AB ' 12• . .. . �--� TOTAL CABLES 3 yl 2 3 45 Ll2 8ABJ2L12 2 3 4 5 2
— — — — -- -> _ ( _ 12 I-.I.S.N.S. — 212 2 2 2 2 —
cn 12 _--____ 3 01 06 EXIST. GA LINE � I + _ ' 12' � r P.E. CONTROL - - - - - - - -
--- P2,W5 co ,
G G G N G 4 73-5(CA) � G G G
10 LUMINIARE 2 2 2 2 2 2 2 _
• _,,111u 1.1' 01 DETECTOR — — — — . 3 — — 31
11' 4. 5JlU ° 01 . ' I R73-5(CA) 4 _ � c ° 119U 02 DETECT 3 3 3 3 3 — — 3
2 LOOP AB _ - ,I
r - -� 54 I �� 111E 03 DETECTOR- — — — —
, 1t 3� 3 3 3
11 5 1L 1 w ' ' 04 DETECTOR — — — — — — 3 3
- -�— - - DLC
} - 05 DETECTOR 3 3 3 3 3 — — 3
' AB 8 LOOPS ,
t-4.
1 ._-�,�.+ _�* ,.ABj 4 14' 4• 06 DETECTOR 3 3
_ — 212E r"'• r' - I EXIST Y a - - - - - - - - - - - - - - - 07 DETECTOR - - - - - - 2 2
4 SEWS +I -,' _ _ _ _ _ _ _ _
212U 12' 1 12' - - - -
I �, 08 DETECTOR 3 3 3 3
— TOTAL 6 6 12 12 18 — 5 23
405' T 12' XIST. DOMESTIC ~ w [RC 02 ` �� VAR.
- - - - - - - EMERGENCY PRE-EMPTION - 1 1 1 1 1 1 2
X-WA K AB 213E TER MAIN, 4' I BC I CONDUIT SIZE �► » �►
L b I + XIST. 2 C T 2.5 3"
T T T T RC Pb RC 1 1 T T . -T I T T.�_T--�T 9 T T T INSTALL 3 Sllx AB — - - - - - 3 4 2�4 3
AB. . T T T T T .T�1-O , RL R3. 4 w �y. RC Pb
— s Z PERCENT FILL 23 25 23 24 18 11 24 18
_ AB 1 C ~�~'1'- � 1 I CSC = CONDUCTOR SIGNAL CABLE
E E .1 E' AE AB \ E CC :2'�C z: PROP. E/P . � ■ ALL UNLESS DUCTORS AND OTHERWISENOTED: (•)=DUIT ARENEW
EXIST EXISTING.
10 :,
RC - +- `f P RC »` & GUTTER
01 -k 2 C,3-SIC R-CONTRACTOR SHALL FURNISH AND INSTALL SIGN(S) ON SIGNAL MAST ARM AS SHOWN
Q -�- -�- i_ _ _ _ _ _ ___ _� _ 2 C,1-SIC PER STANDARD PLAN ES-7N DETAIL U.
. --- — _ r - A8 ..
0
RC - "�� PROP. E/P 5�—INSTALL 2 CONDUIT WITH 6 PAIR #20 SIC TO TRAFFIC SIGNAL CONTROLLER CABINET AT
- - - - s ` % I 0 » S/E CORNER OF SHERMAN ROAD. INSTALL PULL BOXES AT MAXIMUM 500' SPACING
PROP. CURB PROP. CURB 2"C, 1-SIC I 2 C,1-SIC (APPROX. 1280' CL TO CL).
& GUTTER & GUTTER 1 1/2"C,1-DLC _ _ _ _
» D � F=15 - � � - -
5 1 1 2"C,1-DLC 2 C, —DI 6 - - - - E-REMOVE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. INSTALL 6 PAIR #20 SIC IN/ -•- E
EXISTING 2" CONDUIT TO TRAFFIC SIGNAL CONTROLLER CABINET AT S/E CORNER OF
1 C � PROP. R/W
I-215 ON RAMP (APPROX. 940' CL TO CL).
20 0 20 40 60 C', - �
I 2"C,2-SIC CONSTRUCTION NOTES ' (THIS SHEET): Ifl INSTALL 2" CONDUIT WITH 6 PAIR f20 SIC TO TRAFFIC SIGNAL CONTROLLER CABINET AT �_ N/E CORNER OF NORTH PROJECT ENTRANCE. INSTALL PULL BOXES AT MAXIMUM 500' �
GRAPHIC SCALE �� Q FOR TRAFFIC SIGNAL GENERAL NOTES SEE TS-1. SPACING (APPROX. 650' CL TO CL). on
FOR TRAFFIC SIGNAL DETAILS SEE TS-4.
IMPORTANT NOTICE 2"C, 1-SIC ( "C,4-DLC t —EXISTING MODEL 170 CONTROLLER ASSEMBLY IN TYPE 332 CABINET. MODIFY B�--REMOVE AND SALVAGE EXISTING R3-4 SIGN. FURNISH AND INSTALL R73-5(CA) ON
SECTION 4216-4217 OF THE GOVERNMENT SERVICE ADDRESS 1 " CABINET AS REQUIRED FOR NEW DETECTION AS SHOWN. TEMPORARILY RELOCATE SIGNAL MAST ARM PER STANDARD PLAN ES 7N DETAIL U.
CODE: REQUIRES A DIG ALERT IDENTIFICATIO p N N i� 1 1/2 C,1-DLC CABINET AND REMOVE EXISTING FOUNDATION. INSTALL NEW 4" CONDUITS-AND E—REMOVE AND SALVAGE EXISTING POLE AND SIGNAL MAST ARM COMPLETE. RELOCATE
NUMBER BE ISSUED BEFORE a ADDRESS: 29974 HAUN RD. �' - �' '" NEW FOUNDATION IN PLACE. REINSTALL CABINET. VEHICLE AND PEDESTRIAN INDICATIONS, MAST ARM SIGNS, IISNS, LUMINAIRE, AND
'PERMIT TO EXCAVATE' WILL BE VALID PROP. R/W LUMINAIRE MAST ARM TO NEW POLE LOCATION. REMOVE FOUNDATION. 3
FOR YOUR DIG ALERT ID NUMBER CALL 1263 (EXIST. .F 2"C,1-SIC a
UNDERGROUND SERVICE ALERT SG: 1 2 XISTING 120/240V TYPE HI ELECTRICAL SERVICE ENCLOSURE FOR SIGNAL--AND 3
TOLL FREE 1 -800-422-41 33 LIGHTING. PROTECT IN PLACE. 10 REMOVE AND SALVAGE EXISTING POLE AND VEHICLE INDICATIONS COMPLETE. RELOCATE z
TWO WORKING DAYS BEFORE You DIG. PEDESTRIAN INDICATIONS. REMOVE FOUNDATION. ,
' I 3�--RELOCATE EXISTING OPTICOM PRE-EMP11ON DETECTOR MODEL 722, OPTICOM
+ AB PROP. R/W PRE-EMPTION MOUNTING HARDWARE AND CABLE, SEE DETAIL "A" ON TS-4. 11 REMOVE AND SALVAGE EXISTING POLE, SIGNAL MAST ARM, LUMINAIRE, AND LUMINAIRE
Q MAST ARM COMPLETE. RELOCATE VEHICLE AND PEDESTRIAN INDICATIONS, MAST ARM
SIGNS, AND IISNS TO NEW POLE LOCATION. REMOVE FOUNDATION. 00
UNDERGROUND STRUCTURES 1 La N X SEE LEFT I
a AB o
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWM ON THE 3 7 0
RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPIWG
��. � � 1 1 2"C,1-DLC f 0D I - - �� W
THESE PLANS OR PROCEEDING NTH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND To x
RC
1-M„"�4� HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF U� UTILITIES I I M 1 L00 AB
OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED. THE »
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU71ONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES 1 , 2 C,1-SIC ( ( I N
AT LEAST TiWDiDAYS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S I I � �
BEFOM 1�0�� OIO RESPaNseW.ITY To IVOTNF1f OWNERS OF THE uTunEs OR STRUCTURES OWL BEFORE STARTING WOW. AR V R 5 21 1
o HAUN ROAD TSm3 3
SEE RIGHT
w� �
NOTE• -0°�"TM COUNTY Of PLANNING DESIGN ■ CONSTRUCTION Z
WORK CONTAINED WITHIN THESE PLANS BENCHMARK: DATE: 1970 EL.EV: 1495.886 PSI 342M aP OM75 SHEET NO.
SHALL NOT COMMENCE UNTIL AN 1apF E S S/p��! AT j DW - ���F E!!! MS 4W 1 Pf 0 o
�0 0. F 1 ESp AT2.7 MILES SUN CITY, 54 TH FT NORTHETA ROAD, FROM THE EAST OFF PONERPOLE #16193129FTEAST COUNTY OF RIVERSIDE
ENCROACHMENT PERMIT Aft/OR A ��. � e^•s OVER 8Y �, ,� �► 27555 YNEZ ITAAD,I�JfI'E 400
GRADING PERMIT HAS BEEN' ISSUED. r �'
h s' ``' � f, �� � � � TE�AECULA,CALFOI�NA 92�t-46T� OF MUi�tIETA ROAD. AND 2 FT ABOVE THE ROAD, 2 FT SOUTHWEST 7 �
THE PRIVATE ENGINEER SIGNING 'SSE PLANS IS ; No. 45702 C 69021 A CONSULTING 9%e76.am■ FAX 991.676.7240 • wwwFNBF.00m OF THE NORTHWEST (X>�ER OF A 4 FT CHAIN LINK FENCE, 2 FT
RESPONSIBLE FOR ASSURING THE ACCURACY AND a Exp. 12/31/08 ; 00-.0-Oi NORTH OF A WATER METER, 2 FT SOUTH OF A MARKER POST, SETA TRAFFIC SIGNAL MODIFICATION PLAN
ACCEPTABILTY OF THE DESIGN HEREON. IN THE {t * . . BRASS DISK IN A CONCRETE POST. ,
EVENT OF DISCREPANCIES ARISING AFTER COUNTY 'fit C! 1` �! RCE. D.
t2-31-08 CH DATE: UMPORT_
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE 'fit p�� EXP. DARED,BY: 3�I a08 ESPOSITO 89921 RO� AT OF $ SHEETS i
ENGINEER SHALL BE RESPONSIBLE FOR DETUNINING OF CAL�`
AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MIIRic BY DATE Al". DATE �y�•1�.: DATIE: :� SCALE: 1"=20' FOR` PARE NHS w'O' FIE ,H. wm•kje
FOR APPROVAL BY THE COMITY. WEER R E V I S 1 0 N S c�aHrY RECOMMENDED BY: MINCE M. GHAHRAMANI DATE:
w
DETAIL "A" DETAIL "Bu DETAIL "D"
AB-121 _
ORTEQUA NI-BRAG OPTICAL
PEU
ASSEMBLY
E.C.R. 1 A
O
IA 0 w
B 'CO
120 VOLT SERVICE
30 AMP
CIRCUIT BREAKER
TO LUMINAIRES
EXACT LOCATION BY v'=- " 15 AMP
MAST ARM ENGINEER IN THE FIELD. CIRCUIT BREAKER
STAINLESS (SEE POLE SCHEDULE FOR A & B DIMENSIONS) TEST SWITCH NTACTOR
60 AMP'L MERCURY
STEEL BAND -
E.V.P.E. DETECTOR
No SCALE MOUNTING DETAIL TYPE V PEC WIRING DIAGRAM
NO SCALE
DETAIL "C" ® iISNS MOUNTING DETAIL DETAIL "E"
BACK CLAMP I' TRIANGLE
SPECIFY DIA. BOLTS/4 "
AT 24' W/4 7/I6" DIA HOLE IN CLAMP
ABOVE BASE SUPPLIED WITH A TYPE "F"
BASE 3�8" 3/8"-16UNC BLUNT
1.5" DIA DEBURRED POINT TAPPING SCREW
HOLE IN CLAMP (PILOT HOLE TO BE -
FIELD DRILLED) TYPE E LOOP DETECTOR SAWCUT DETA L
1/4" PL
CLAMP I
NOTCH OR DRILL--","7
TOP VIEW FOR DRAINAGE I" DIA HOLE W/GROMMET
IN POLE (FIELD DRILLED)
CLAMP DETAIL ELEVATION LOOP AND SAWCUT PLACEMENT DETAIL
NOT TO SCALE
(TYPICAL FOR 8' ISNS)
0'
i
REMOVABLE I' 2' 4'
CAP
I o
- ------------------------------------------------------------- —
a
j
j 24' ABOVE 10 '
POLE BASE 0
d
I, 8' I. UL APPROVED 15 ' 30 '
WATER TIGHT o
THIRD TAB FOR 6' ISNS ELECTRICAL BOX 1 p ' W
Z
I
TYPE "E"
S N S STRAIGHT ARM MOUNTING DETAIL LOOP DETECTORS CENTERED IN LANES co
DIGAI RRT (TYP .
NOT TO SCALE (NO SCALE) o
DMLULL 3
w
"
* LOOP AND SAWCUT DETAIL TO BE IMPLEMENTED WITHIN COUNTY OF RIVERSIDE LIMITS
14 t1�-227-26Q0 Z
__ Z
Asavc E Yw m r >
uNoe �aF>to1MIBM1 rJIL�i►
TS 4
a
NOTE: WK-c"Ty C"TM SK- PLANNING ■ DESIGN ■ CONSTRUCTION Q
FOVERSM
WORK CONTAINED WITHIN THESE PLANS gEI�"��"A�RK. DATE: 1970, ELEV. 1495.886 PM 34275 aP 0. 475 SHEET NO. z,
SHALL NOT UNTIL AN o ��'OOES F 9��� ATM DB) e F E S!! .., IBIS 4W IP# 080020 0
ENf�ACI-MiENT PERMIT MO/OR A �'� By 1 , E ! 2.7 I�1LE5 SOUTH ON IrU2RIETA ROAD. FR01r1 THE CATHOLIC CHIT FI COUNTY OF RIVERSIDE a
27565 YNEZ ROAD,SURE 400 AT SUN CITY 54 FT NORTHEAST OF POWERPOLE #16193 29 FT EAST cl
GRADING PERMIT HAS BEEN ISSUED. '�`" `� Q� s'�`^� ■ ■ ■ i
Spa.
�� CALFORNA SAI-4679 OF II�IRRIETA ROAD. AND 2 FT A80VE THE ROAD 2 FT SOUTF#MEST8
THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 45702 �~ C 6�21 CONSULTING 951676 8042• FAX 951676.7240 • wwwfEF.com OF THE NORTHWEST CORDER OF A 4 FT CHAIN LINK FENCE 2 FT RESPONSIBLE FOR ASSURING THE AtxURACY ANDa Exp. 12/31/08 ' 09-30- NORTH OF A WATER METER 2 FT SOUTH OF A MARKER POST, SET A TRAFFIC SIGNAL PLANS o
ACCEPTABILTY OF THE DESIGN HEREON. IN THE , . BRASS DISK IN A CONCRETE POST.
EVENT OF DISCREPANCIES ARISING AFTER COUNTY *l �I�1` �* �. D. CH 12-31-08 DATE: t
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE �r ��� 'J�► PREPARED BY: MARK J. ESPOSITO 6A921 �ETAU� $ .�
ENGINEER SHALL BE BIBLE FOR DETERMINING Of C ALOE 3/Z Z fdB EXP. OAT[-: 300-08
AN ACCEPTABLE SOLUTION AND REVIEWING THE PLANS MAW 8Y DATE APR. DAZE / SCALE: »_ FOR: MtiO. COUNTY a
FOR APPROVAL BY THE COMITY. R E V I S 1 0 N S RECOMMEWDED BYc M. OFIAHRAMANI DAZE:
DAZE: MOAN. 1 =20 PA#t € M�� FILE NO. �•