HomeMy WebLinkAboutTract Map 29639-2 Signing, Striping, Traffic Signal & Traffic Interconnect HARVESTON TRACT NO . 29639 � 2
SIGNING, STRIPING AND TRAFFIC SIGNAL PLANS
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SIGNING & STRIPING
GENERAL NOTES.
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JULY 2002), THESE PLANS, AND THE SPECIAL PROVISIONS. �. -�"" "�"_ ---.._,�J' '
A. SIGNING AND STRIPING SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD PLANS AND SPECIFICATIONS
SEE CALTRANS STD. PLANS A-20 (A-D) & A-24 (A-E) FOR 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.
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B. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION AREA WILL BE RESTORED TO LIKE NEW
CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY OF TEMECULA.
C. ALL TRAFFIC STRIPES 8" OR GREATER IN WIDTH, ARROWS, AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.
D. ALL TRAFFIC STRIPES 6" OR LESS IN WIDTH SHALL BE INSTALLED WITH TWO (2) COATS OF PAINT. THE SECOND COAT OF PAINT SHALL BE APPLIED BETWEEN 7 AND 14 DAYS C �` M w
AFTER THE FIRST COAT.
E. ALL NEW STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE ENGINEER PRIOR TO PAINTING.
F. CONTRACTOR SHALL REMOVE CONFLICTING TRAFFIC STRIPES AND PAVEMENT MARKINGS BY WET SANDBLASTING. CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKERS.
40
G. PAVEMENT MARKING STENCILS SHALL BE USED PER CITY OF TEMECULA.
H. ALL NEW PAVEMENT LEGEND MARKINGS SHALL BE WHITE UNLESS NOTED OTHERWISE.
I. ALL WARNING AND REGULATORY SIGNS SHALL BE HIGH INTENSITY GRADE REFLECTIVE. GUIDE SIGNS SHALL BE ENGINEERING GRADE REFLECTIVE.
J. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION, NEW SIGNS SHALL BE APPROVED BY THE CITY OF TEMECULA. EXACT LOCATION
OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER. MOUNTING HEIGHT SHALL BE PER CITY OF TEMECULA STANDARDS.
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K. SIGN POSTS IN THE CITY OF TEMECULA SHALL BE 2-INCH X 2-INCH QUICK PUNCH OR APPROVED EQUAL) FULLY GALVANIZED STEEL PIPE WITH RESPECTIVE 30 INCH OR 36 INCH ANCHOR ASSEMBLY.
L. CONTRACTOR SHALL INSTALL BLUE RAISED PAVEMENT MARKERS ADJACENT TO ALL FIRE HYDRANTS WITHIN THE PROJECT LIMITS IN ACCORDANCE TO THE CALTRANS TRAFFIC MANUAL.
M. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF TEMECULA.
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R26D/ R81 DETAIL
GENERAL
COMBO SIGN (D R7, TYPE K
lw � LK ETAI L R7, RlO(RT), TYPE K
PAINT MEDIAN NM YELLOW 2
12 WHITE
7
UNLESS
NOTED
10 /001
OTHERWISE
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3
BIKE LANEO
Vm IMAD
11/2
N
SIGNING & STRIPING LEGEND AND CONSTRUCTION NOTES. ,
2%
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,�
E
FEJ EXISTING TO REMAIN. CL
101,
00
RS REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED.
0
IS 1500
FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE).
0
to'/
RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. 0
I xDRAWINGS. INDEX MAP 0
f <
RP SCALE: 1"=300' Q�
REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING 0- 1 � 0
99HEET NO. DESCRIPTIOM 0
RAISED PAVEMENT MARKERS AND WITHIN INTERSECTION DEFINED BY NEW CROSSWALKS AND LIMIT LINE. IVE
A EQUITY %C 1 TITLE SHEET 0
INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION ?-1
OF RAISED PAVEMENT MARKERS. 2 SIGNING AND STRIPING PLAN - DATE STREET FROM STATION 162+00 TO 190+50 0
0
PM INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED. 3 SIGNING AND STRIPING PLAN - YNEZ ROAD FROM STATION 30+00 TO 51+00 0
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SNS STREET NAME SIGN 4 SIGNING AND STRIPING PLAN - YNEZ ROAD FROM STATION 51+00 TO 66+50 to
5 TRAFFIC SIGNAL PLAN DATE STREET AT YNEZ ROAD o
R28(DHA) R28 SIGN WITH DOUBLE-HEADED ARROW ASSESSORS PARCEL NUMBERS: u I)
MCINITY MAP C%4
SIGN (ONE POST) NOT TO SCALE 910-110-007 910-110-021 910-120-003 u I)
910-110-013 910-110-027 910-120-007 0
910-110-015 910-120-008 0
SIGN (TWO POST) NOTICE TO THE CONTRACTOR 0-'
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 1% 05 A• 0 C)
BASIS OF BEARINGS LEGAL DESCRIPTION _j
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF 1W PORTIONS OF LOTS "A", wB", "Dw, & "E" OF TRACT 29639-2 FILM DEVELOPER: I--,'
AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS *TRAK"
PLANNING 0 DEBIGN E CON ETR UCTI ON EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER No. 57535 "MATHO (POSITIONS PER NATIONAL GEODETIC SURVEY, GRS80 ELLIPSOID, CCS83, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY,
AND CALIFORNIA LENNAR COMMUNITIES
DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR Exp. 12-31-05 EPOCH 1995.5) AS SHOWN ON THE MAP FILED IN BOOK 102, PAGES 50 THROUGH 65 OF 391 NORTH MAIN STREET, SUITE 301
COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND <
UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE RECORDS OF SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE CORONA, CA 92880
27555 YNEZ ROAD, BE 400 CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO c'v1v COUNTY, CALIFORNIA, BEING N52*19'02.84"E. TEL: (909) 817-3623
CALFORNA 925A1-467'9PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN.
TEMECULA, LD04w145C0
CONSULTING 909.M.9042 m FAXW9.676.7240 RBIF.corn
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DESIGNED BY DRAWN BY CHECKED BY IMN
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D1 BENCH MARK SCALE RECOMMENDED BY: J. CITY OF TEMECULAATE: A-I-01orDEPARTMEW OF
KWIC WC)
JAD JAD CAO v 0
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 0
CONCRETE CURB STAMPED ORIVERS IDE HORIZONTAL s A ER THE SUPERVISION OF Ln
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CONTRACTOR COUNTY BENCH MAW T-46-81 RESET 19970 ACCEPTED BY: DATE: SIGNING AND STRIPING PLANS 1-1
PD� l
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED 10-18-04 RONALD J. PARKS <
THE SOUTHEASTERLY CORNER OF THE BRIDGE DATE: F_
INSPECTOR DEPUTY DIRECTOR OF PUBLIC WORKS
OVER SANTA GERTRLCES CREEK; 4.5' JdAMLOS A. ORTIZ -2
HARVESTON TRACT NO, 29639 0
NORTHERLY OF THE SOUTHERLY S I DE OF THE VERTICAL 0-
-31-05 19744 EXPIRES:RES: 9-30-2005
DATE COMPLETED CONCRETE SIDEWALK. R.C.E. NO. 57535 EXPIRES. 12 R.C.E. NO. SHEET 1 OF5
LELEVATION - 1097.163' N/A
YNEZ ROAD
SEE SHEET PD-3
"BIKE LANE"
SYMBOL dt ARROW PM 1
R26D, 1 TO STA. RL R2gD(COMBO)
R81 COMBO RL FROM STA. �'
FUT RE (COMBO) " 1 s3+9s R81 B
R81 B 173+52 TYPE IV R PM 12 WHITE DIAGONALS PAIN
DRIVE AY ( T) PM 0 50 SPACING TYP. 1 I
(�•) 12" WHITE DIAGONALS PAIN W26 IS ' ' I I W31 A
PROPOSE PM O 50 SPACING TYP. R26D IPM TYPE IV_I � IS (1100')
TYPE IV (LT) IS R18-2 R81 (COMBO (RT)
FUTURE IMPROVEMENTS EDGE OF PAVEMENT PM PROPQm
XISTING
BY OTHERS I (�') 39 IS W 00" CURB do GU 39 IS W74 IS W31 A I RP CURB do
25 � (500) (800 ) .� IS R18-2 I GUTTER
PROPOSED GUARD RAI \\ 25 IS R26D PM TYPE IV (LT) 25 12 I
SEE ROADWAY PLANS l/ ._ - - - - - - - , R 7 300 R81 COMBO) (TYP.) 12 r 39 I 38
�.;.,.,,. TYPE IV (LT) PM O
RP ...
TYP _.........._ ._._.__...._. w ......_._._.__..— ._..._. 0
W31 RL FROM STAB TO STA. ( •) 2 Q
A 162+65 RL W31 O F"'
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(RED) �s) TYPE 1-1 RED
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DETAIL "M" - - - - - - - - - - - - - - - - - — — — — ,�. -.,. -- . -..- r
NOTES 2 do 3 IS S i "y "� —
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162 163 164 ao 0 165 166 167 - 168 •170 ao Oap- 171 29 172 NOTES 2 & 3 w- F- 0
FROM STA. - r :.M....._.. _...._.:.._.....-- ..__ id
TYPE N-1 RL -_. 265 29 _ __
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(RED) " 162+65 RL TYPE N:1. ...:. ._._..:: W
w w (RED),g
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04 N N DETAIL "M" E N = CO
w- r NOTES 2 & 3 C�
204' 15' � SES X WALK DETAIL N
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i $HEFT -
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FUTURE IMPROVEMENTS \ R
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BY OTHERS I I IS R81 (COMBO) 39 9 � E E W75
FUTURE IMPROVEMENTS R81 A 12 PROPOS 25 '
BY OTHERS 25 DATE STREET PROPM RAISED MEDIAN E
CURB do GUTTER " TYPE IV (RT) 39 R18-2 IS ' RSSD(COM60)
FUTURE PROPOSE PM "BIKE LANE"
BIKE LANE" PM 7-
EDGE OF PAVEMENT SYMBOL do ARROW W41 IS "SIGNAL AHEAD" YMBOL do ARRO PM ( •) 38 PROPOSED ±� P!I 1 RS R81 A _
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PLANNING ■ DESIGN IN CONSTRUCTION
No. 57535
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Exp. 12-31-05 , CL
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27M FOAD, SUM WOLEGENDS AND DETAILS SEE SHEET PD-1.✓' C1V1\. ���' 1. FOR SIGNING AND STRIPING GENERAL NOTES CONSTRUCTION NOTES �
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BYDRAWING NO. j
SCALE JAD JAD CAO RECOMMENDED BY: DATE: �_�_ O I T Y Q F T E M E O U L A AMU MT of �� ARK: N
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CONTRACTOR HORIZONTAL P PA UNDER THE SUPERVISION OF O
J ACCEPTED BY: DATE: �' O
AS NOTED DATE: SIGNING AND STRIPING PLANS2 �
Ir-
INSPECTOR SEE SHEET 1 10-18-04 RONALD J. PARKS PD
RLOS A. ORT I Z DEPUTY DIRECTOR OF PUBLIC WORKS - DATE STREET Q
VERTICAL �.-��:_:---= ==-��===-- STA. 162+00.00 TO STA. 190+50.00 �
DATE COMPLETED
N/A R.C.E. N0. 57535 EXPIRES: 12-31-05 R.C.E. N0. 19744 EXPIRES: 9-30-2005 ���'�-- SHEET 2 OF 5 I
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�y� 12" MITEDIAGONALS AI �
D GO ALS P NT PM
® 50 SPACING TYP. '
PROPOSED GUARD RAIL '� ' PROPOSED
SEE ROADWAY PLANS CURB & GUTTER ` (gal W31A(1000') IS p
R1 IS Rl R26D PM 12" WHITE® 35 S AGDIAGONALS
ING LSr�PPAINT � QO�
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PM 0 50 SPACING TYP. PM "BIKE LANE" 34A Y
39 38 SYMBOL & ARROW c
r r
27B
R26D IS PROPOSED 278 25 -" — -r
RAISED MEDIAN ! _ �
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12" WHITE NOTES 2 & 3 IV (L-0 r PROPOSED
TYPE N-1 47+97 PM r ,4 RAISED MEDIAN
(RED) �� r
7 12" WHITE PM
FROM STAB
TYPE N-1 RL � -
(RED) 47+97 30 rn 122 "BIKE LANE" PROPOSED IS R26D
DETAIL "M" r " " 39 12 R81 (COMBO)
NOTE 1 IS r ,Q STOP PM PM SYMBOL & ARROW CURB & GUTTER
r
25 (TYP.)
38 R1 IS R1 IS R26D YNEZ ROAD
276 @ R81 (COMBO) •
�or�. S,�NhBLASr R��ov��o�FucrlwG r�e�P� � �
PROPOSED 12 WHITE DIAGONALS PAINT PROPOSED GUARD RAIL
TYPE N-1 IS CURB & GUTTER PM ® 35 SPACINGTYP. SEE ROADWAY PLANS
(RED) 39
IS R26D .
R81 (COMBO) ,
R81A
O II
R26D 12" WHITE DIAGONALS PAINT
/` 00• _ IS R81 COMBO) PM ® 50 SPACING TYP.
PM "STOP AHEAD"
IS W17 STA. 43+75
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Q- •�ki _ DATE STREET EXISTING
27 IS R63 PROPOSED "BIKE LANE" PM SEE SHEET PD-2 PM TYPE IV RT CURB & GUTTER
w Z' 39 SYMBOL & ARROW
G� (� R26D CURB & GUTTER l i
IL 42 25 IS R81 (COMBO) 1` 1� 1� ` RS R41
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R IS W11
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12 R26D, IS 30' FLARE { ( 38 39 R
R81 (COMBO)
TO STA. _ ..: .
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1 — n le RS W57(LT RP - + O o
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39 ` 45 DETAIL "M" _..... w a
IS W41 cq IS DETAIL "M" NOTES 2 & 3 E — iV —
NOTES 2 & 3 210' '-t �-- W O
—� 1 •49 50 0 _
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-- 204' 29 — .....-_.-.._...-_... O
"SIGNAL AHEAD"
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YNEZ ROAD
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SYMBOL & ARROW PM PROPOSED EXISTING o
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DATE STREET
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PLANNING ■ DESI13N ■ CONSTRUCTION 44—a � U No. 57535
pqN I L . �I o vDATE'
_ Exp. 12-31-05 40 0 40 80 120 SEE SHEET PD-2 SIGNING & STRIPING NOTES. o-
7 77re!`f~ U ATE
27555 YNEZ ROAD, SUITE 400 PP156 , CXP, I Z-31-1 31 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES,
TEMECULA, CALIFORNIA 92591-4679 9jFOF �ALlFO� GRAPHIC SCALE: 1 ' = 40LEGENDS AND DETAILS SEE SHEET PD-1.
CONSULTING 909.676.8042 FAX 909.676.7240 • www.RBF.com 0
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY _ C DRAWING NO. v
SCALE JAD JAD CAO RECOMMENDED BY: Qom: x-1- c a CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS N
CONTRACTOR HORIZONTAL ANS/kEPARlRb UNDER THE SUPERVISION OF 0
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OeA ACCEPTED BY: DATE:
AS NOTED SIGNING AND STRIPING PLANS -3 LO
INSPECTOR SEE SHEET 1 - DATE: _10-_18-04 RONALD J. PARKS _. 1-11
PD
ARLOS A. ORT I Z � DEPUTY DIRECTOR OF PUBLIC WORKS Y" _ -= YNEZ ROAD
VERTICAL Q
DATE COMPLETED 12-31-05R.C.E. :-- ::
R.C.E. NO. 57535 EXPIRES: NO. 19744 EXPIRES: 9-30-2005 '�r�>sea:-� STA. 30+00.00 TO STA. 51+00.00 c><
N/A ,� SHEET 3 OF 5
T
PM SIGNAL AHEAD
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PM TYPE IV 9 (COMBO) co
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39 SYMBOL & ARROW 12 co
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PLANNING ■ DESIGN E CONSTRUCTION 'T
No. 57535
40 0 40 80 120
Exp. 12-31-05 r—' SIGNING & STRIPING NOTES,
-Rt�p A A A a I cn
z
27555 YNEZ ROAD, SLKTE 400IV 1. FOR SIGNING AND STRIPING GENERAL NOTES, CONSTRUCTION NOTES,
TEkC-CLLA, CALFORNA 925M-46579 GRAPHIC SCALE: 1 ' 40'
C12INSULTIN13 909.876.8042 a FAX 909.676.7240 www.RBF.com OF c A� LEGENDS AND DETAILS SEE SHEET PD-1.
CONSTRUCTION RECORD DATE , BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
SCALEr%.
JAD JAD CAO RECOMMENDED BY: DATE:2— CITY O F T E M E C U L A DEPARTMIDff OF PUBLIC WORKS
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CONTRACTOR HORI70NTAL NS PRE ED DER THE SUPERVISION OF
ACCEPTED BY: DATE:
INSPECTOR SEE SHEET 1 AS NOTED DATE: 10-18-04 RONALD J. PARKS SIGNING AND STRIPING PLANS PD�4
C/
DEPUTY DIRECTOR OF PUBLIC WOKS R�OS A. ORT YNEZ ROAD
VERTICAL R
DATE COMPLETED R.C.E. NO. 57535 EXPIRES: 12-31-05 R.C.E. NO. 19744 ---EXP I RES: 9-30-2005 STA. 51+00.00 TO STA. 66+50.00
r N/A SHEET OF 5,
■ U CCRSCHEDULE
'* A'$ SERVICE ADDRESS 2"C, 2-DLC 5 CONSTRUCTIONTHIE
•
CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION.OUNDATION. CONTRACTOR SHALL FURNISH AND INSTALL TYPE 332
AWG CIRCUITA4 &ZE AB-121 TRAFFIC SIGNAL: 1 ALUMINUM CABINET, AND CONTROLLER. THE CONTROLLER A
�. SSEMBLY SHALL CONSIST OF A MODEL 170 CONTROLLER UNIT
ASTRO29 / EQUIPPED WITH ONE MODEL 412C SYSTEM MEMORY MODULE, ONE 400 MODEL MODEM, AND BI-TRANS 200SA PROGRAM. THE
POLE 1 04,O7,O4P 1 1 1 MINI-BRAC LIGHTING: C� ASSEMBLY SHALL BE HOUSED IN THE MODEL 332 CABINET, WIRED FOR 8-PHASE CAPABILITY
AND INCLUDE ALL ACCESSORIES
POLE 2 01,02902P 1 1 1 1 OR EQUAL OPTICAL (� NECESSARY TO PROVIDE THE PHASING AND PERFORM ALL FUNCTIONS INDICATED ON THESE PLANS. THE CABINET SHALL
ASSEMBLY
POLE 3 01906,06P 1 1 1 1 1 INCLUDE CABINET "DRAWER" ASSEMBLY AND CABINET LIGHT ASSEMBLY. ALL EQUIPMENT SHALL BE ON THE CURRENT STATE OF
CALIFORNIA "QUALIFIED PRODUCTS LIST". GDI LOAD SWITCHES CHES WILL NOT BE ACCEPTED. THE CABINET SHALL ALSO INCLUDE A
PALE 4 �3,�4,�4P 1 1 1 1 I " �� MANUAL OVERRIDE SWITCH FOR CONTROLLER. THE SWITCH SHALL BE LOCATED IN POLICE PANEL.
DETAIL LO
B
12 CSC POLE 5 3 8 8P 1 - '
� ,� ,� 1 1 � 3 ^ /� [E—CONTRACTOR SHALL FURNISH AND INSTALL A DUAL METERED TYPE III-CF SERVICE EQUIPMENT ENCLOSURE --
POLE 6 05,06,06P 1 1 POLE LOCATION 2"C, 2-DLC w WITH THE FOLLOWING CIRCUIT BREAKERS:
12, ONE 120/240V-100A (MAIN)
POLE 7 �2,�5,�2P 1 E.C.R. 5' 1z' ONE 120V-50A METERED SIGNALS)
POLE 8 07,08908P
A R 10. 4, C ONE 240V-40A METERED LIGHTING)
1 1 12 ONE 120V-15A (METERED IISNS)
MAST ARM NO SCALE A w `�' 12' 7 DUAL TYPE V P.E.C.
TOTAL 1 2 3 4 1 2 3 8 B
STAINLESS B 1�3__INSTALL EMERGENCY VEHICLE PREEMPTION EQUIPMENT PER DETAIL "A" AND 4-CHANNEL CABINET DISCRIMINATION EQUIPMENT
POLE 1 �2 PPB 1 1 1 STEEL BAND eo 2
EXACT LOCATION BY REQUIRED IN THE CONTROLLER CABINET (3M 700 SERIES OR TOMAR 2140 SERIES ONLY).
POLE 2 04 PPB 1 1 1 1DETECTOR NGINEER IN THE FIELD 417L 417V E�_CONTRACTOR SHALL FURNISH AND INSTALL 12 PAIR 9 SIC IN EXISTING 2" CONDUIT TO YNEZ ROAD/EQUITY� /EQU TY DRIVE TRAFFIC
POLE 304 PPB 1 1 1 1 1 MOUNTING TAI SIGNAL STANDARD � 4 5 SIGNAL CONTROLLER (APPROX. 1,500 CL TO CL).
POLE 406 PPB 1 1 1 1 NO SCALE PLACEMENT DETAILm � � 5
�---CONTRACTOR SHALL FURNISH AND INSTALL SIGN AS NOTED.
3 CSC POLE 5 06 PPB 1 1 1 3
04 E—CONTRACTOR SHALL FURNISH AND INSTALL 12 PAIR #19 SIC IN EXISTING 2" CONDUIT TO
POLE 6 �8 PPB 1 1 � " DATE STREET/LAKEVIEW ROAD TRAFFIC SIGNAL CONTROLLER APPROX. '
DATE STREET C 3 6 R 2 C, 2–DLC ( 2,800 CL To CL).
POLE 7 �8 PPB 1 w 03 B w
�8
�8 D_ FURNISH AND INSTALL BATTERY BACK-UP SYSTEM IN CONTROLLER CABINET. NIT
POLE 8 �2 PPB 1 1 — � E U
TOTAL 1 2 3 4 1 2 3 8 �3 3 �3,�s) --
SHALL BE A DIMENSION SYSTEM. FURNISH AND INSTALL BATTERY CABINET ON REAR
2 IISNS 2 2 2 2 2 2 �4 8P _ OF CONTROLLER CABINET AND WIRE PER MANUAL RECOMMENDATIONS.
��] � 0 5 R7 -2 06P FURNISH AND INSTALL 3"C W/PULLROPE AND (3)#6 CONDUCTORS PER SCE
SIGNAL COMMON 1 1 1 1 1 1 1 2 �' ����� - -�
Q�5 _jREQUIREMENTS. CONTACT SCE SERVICE PLANNER (909) 928-8254 48 HOURS BEFORE
#10 LUMINAIRE 2 2 2 2 2 2 BEGINNING WORK.
TOTAL 3 3 3 3 1 3 3 2 �
06 (FU RE) 0 Ej__CONTRACTOR SHALL FURNISH AND INSTALL 2" CONDUIT WITH PULL ROPE AND NO. 6
1 2 2
PULL BOXES AT 200 SPACING TO PROPOSED PULL BOX AT STA. 163+96 (APPROX. 733'
I iy 345' TO FROM EXISTING PULL BOX AT STA. 171+29 TO PROPOSED PULL BOX AT STA. 163+96).
02 5 5 5 5 !� N 0S
03 1 1 EX. 3"C, PULL ROP LK 10 REMOVE AND SALVAGE EXISTING NO. 6 PULL BOX. INSTALL NO. 6E PULL
DET 3 (�1,,ass --. x–WALK..^.13
�.._ Box.
LOOP 04 4 4 4 4
CABLE 05 2 2 2 2 j_i XD
6J2u GENERAL NOTES,
06 4 4 5 R73 5 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CONFORM TO THE
(TYPE B) 07 1 1 1 1 6 1 6 1 71 0 (� 119E THE REQUIREMENTS OF: THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION
_ 5JI U 01 17 2 r (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, DATED JULY 2002; CALTRANS
08 4 4 �- _ TRAFFIC MANUAL: AND THE SPECIAL PROVISIONS.
05 0 ''11 U
TOTAL 5 5 11 7 7 12 23 5J9U 22. UTILITIES SHOWN
ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF
EVP CABLE 1 1 2 2 1 1 4 (T� R73- �, AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN
THE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES PRIOR TO DOING WORK THAT
COAX CABLE (FUT. VIDEO 1 1 2 2 1 1 4 345' TO (�5,�2 3 MAY DAMAGE OR INTERFERE WITH SUCH FACILITIES "UNDERGROUND SERVICE
» » » » „ „ X--WALK � � -� 4 � ( CE ALERT"
CONDUIT SIZE 3. 3. 3. 4 3. 3. 4 24 N (800) 422-4133).
C �2 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED
■ ALL CONDUIT/CONDUCTORS NEW UNLESS NOTED: (e)=EXISTING N N _ AGENCIES AND UTILITY COMPANIES A MINIMUM OF 72 HOURS P
CSC = CONDUCTOR SIGNAL CABLE �/ N W W W W W U S RIOR TO START OF
CONSTRUCTION. CONTRACTOR SHALL CONTACT SCE FOR LOCATION OF SERVICE POINT.
PHASE DIAGRAMCID 4. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOPS SHALL BE 6' DIAMETER WITH 10' SPACING
212L N 213E EX. 3 PULL R E 10 , IN THE DIRECTION OF TRAVEL. NECESSARY STRIPING SHALL BE LOCA P G
TED PRIOR TO
w RW � POSITIONING DETECTORS. LOOP SEALANT SHALL BE HOT MELT.
if v �, I 2 .........._ . � ........��____�___._._._ __..�. ._.. --.... S. CONDUCTOR H
P SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE E
cl-
'� THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
5 N 2140 �BP - - FOR THE INTENDED OPERATION. ►`
01 02 03 04 2 01 (04,07) 0 02P _ 6. ALL VEHICLE HEADS SHALL BE 12" UNLESS NOTED OTHERWISE. THE HOUSING,
w — BACKPLATES AND VISORS SHALL BE METAL. PLASTIC VEHICLE HEADS AND LENSES o
2-SIC ARE NOT PERMITTED. RED, YELLOW, AND GREEN INDICATIONS SHALL BE L.E.D. DIALITE OR
R
�----; 9 - - �4 " .,�',,,,�. � 2»c. CITY APPROVED EQUAL).
(
7 4
2"C, 2-DLC `, 04 047 6 7. ALL PEDESTRIAN INDICATIONS SHALL BE COUNTDOWN WITH TYPE "A" VNTH INTERNATIONAL
CB �.�`yw F 4
i g 2 w 1 7 8 SYMBOLS. ALL INDICATIONS SHALL BE L.E.D. (DIALITE OR CITY APPROVED EQUAL). o
w 2"C, 2--DLC » » PEDESTRIAN PUSH BUTTON SIGN MOUNT SHALL BE TYPE B WITH TAMPER PROOF SCREWS, Q
05_ 0s 07 0 8 2"C, STUBOUT w 0 2"C, 2 #10(LTG), 5"x7X", R10-3b (MUCTD) SIGNS AND ADA "BULLDOG" PUSH BUTTONS. o
( ) DETAIL_
C
9 rj - " 2 #12(IISNS) 8. CONDUIT BETWEEN ADJOINING PULL BOXES SHALL BE 3" UNLESS SHOWN OTHERWISE.
DETECTION SPEED: DATE STREET = 50 MPH/YNEZ ROAD = 50 MPH r' 8 2 C 2 SIGNAL
$J ( ) 1 9. UNDERGROUND SIGNAL CONDUCTORS SHALL NOT BE SPLICED.
A V 2 0
P O LE SCHEDULE o' 7 10. PULL BOXES SHALL BE No. 6 UNLESS OTHERWI ►ri
� �� C 8 SP(TO BE DETERMINED) � SE NOTED ON THE PLAN. o
POLE DATA SIGNAL H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON 'k POLE LOCATION 6 4 2 11. PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1' OF ANY CURB ACCESS RAMP.
IISNS (TYPE A) 1. ! ALL PULL BOXES AND COVERS "
No TYPE HEIGHT MA MA WATTS VEH MA PED PHASE **POLE QUAD A MESSAGE DBL FACE c '�+R��� 19 12 12� 2"C, 2-DLC N " VE S SHALL BE CONCRETE AND SHALL BE MARKED TRAFFIC
B ( ) I 2 4 5 1z. (TOP VIEW) SIGNAL . O
1 29-5-129 30' 50'� 15' 250 SV-1-T 2-MAS SP-1-T 2 1 14' 3' Date 4 3 12. MAST ARM MOUNTED SIGNS SHALL BE FABRICATED WITH HIGH INTENSITY REFLECTIVE w
R I R
2
1A 10' — — — TV-2—T — SP-1—T 4 2 14' 4' — O �c PEDESTRIAN PUSH SHEETING.
BUTTON LOCATION I
w _ Q 0 13. THE CONTRACTOR SHALL VERIFY NTH THE ENGINEER THE PRECISE
3 61-5-129 30' 60 0 15' 250 SV-1-T 2-MAS SP-1—T 4 2 ® 10 ® 5 Ynez to w POLE QUADRANT DETAIL FIELD LOCATIONS OF ALL TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. cin
4
1A 10' — — — TV-2—T — SP-1—T 6 3 10' 3' — a x
14. ALL LANDSCAPING WHICH IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE
5 29-5-129 30' 50'e), 15' 250 SV-1—T 2—MAS SP-1—T- 6 3 ® 13' ® 5.5' Date20 0 20 40 60 REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY AND PROPERTY OWNER.
6
1A 10' - - - TV-2-T - SP-1-T 8 4 14' 3' - w r` �' 20C, 2-DLC 15mliw . CONDUITS SHALL BE RIGID STEEL. PVC CONDUIT IS NOT O
ALLOWED. I
a7 61--5-129 30' 60' 15' 250 SV-1-T 3-MAS SP-1-T 8 4 10 39 Ynez J 4 GRAPHIC SCALE: 1" = 20' 1 . A H It
6 E C CONDUCTOR SHALL BE PERMANENTLY IDENTIFIED. IDENTIFICATION
� Ci SHALL BE BY DIRECT LABELING, TAGS OR BANDS PERMANENTLY u
s 10 — — — TV-2—T — SP-1-T 2 1 10 3 - �/ � � , ������,, POTHOLE MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES. **(SEE DETAIL "C") �c SEE DETAIL "B" /, : 5
' �5P a FASTENED TO THE CONDUCTORS. THE IDENTIFICATION SHALL BE j
( ) Q7 1 �5 �7 � � PLACED ON EACH CONDUCTOR OR GROUP OF CONDUCTORS IN EACH J
F=25',12' 1 06P a PULL BOX AND NEAR THE END OF EACH CONDUCTOR WHERE THE
�,p� 1 S f 1p YNEZ ROAD 0- �` CONDUCTORS ARE TERMINATED. 0
C> F=25',(12' FUTURE) UNDERGROUND STRUCTURES Q � �s � �
U)
� F=20 D A. �l d,
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE O�+ER OR OTHERS AND THOSE SHOWN � °S °gyp f' OR GL,* M aD + i 17. A CITY OF TEMECULA ENCROACHMENT PERMIT SHALL BE REQUIRED T �
�+ y IMPORTANT NOTICE �� a 0
PLANNING ■ D E ss D N ■ C D N!!TR U CTI O N RECORDS EXAMINED ARE INDICATED NTH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTINGr. 1 02 `"� S` Co PERFORM WORK WI THIN THE PUBLIC R/W. CITY APPROVED PLANS DO o
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO `� v N0. 57535 SECTION 4216-4217 OF THE GOVERNMENT �5 �2P �____; i n OR NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF OBTAINING AN
HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES ,�; CODE REQUIRES A DIG ALERT IDENTIFICATIONco f
Exp. 12 31 05 ,b NUMBER B E ISSUED BEFORE A 5�--r-� i �' ,�, ENCROACHMENT PERMIT. A COPY OF THE PERMIT SHALL BE KEPT ON
OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE THE CONSTRUCTION SITE AT ALL TIMES. �
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES * PERMIT TO EXCAVATE WILL BE VALID 02
■ ■ ■ 27555 YNEZ ROAD, ��400 ,/J C]�� �� FOR YOUR DIG ALERT ID NUMBER CALL f___�� 03 + ID Q
SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTORS 9 �` UNDERGROUND SERVICE ALERT �2 P 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A <
TEMECULA, CALIFORNIA 92591-4679 RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK, jf' F0�- DETAILED
CONSULTING 909.676.6042 ■ FAX 909.676.7240 ■ www.RBF.com OF CTOLL FREE 1 -800-422-41 ,33 TRAFFIC CONTROL PLAN FOR ANY LANE CLOSURES ASSOCIATED WITH �
TWO WORKING DAYS BEFORE YOU DIG. SEQUENCE WITH CALLS ON ALL PHASES THE TRAFFIC SIGNAL CONSTRUCTION.
O
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
Q
SCALE I RECOMMENDED BY: TES/ -o DRAWING NO.
03/07/05, Co POLE RELOCAT I ONS DUE TO UTL I TY CONFLICT JAD JAD CAO G I T Y O F T E M E O U L A �A� of � WORK_
N
CONTRACTOR HORIZONTAL PR RED ER THE SUPERVISION OF o
AS NOTED ACCEPTED BY: DATE: 3 ��"'�'� W_
INSPECTOR
SEE SHEET 1 �" DATE: 03-07-05 RONALD J. PARKS 2. TRAFFIC SIGNAL PLAN
TS� 1
r
CAR S A. ORTIZ DEPUTY DIRECTOR OF PUBLIC WORKS
DATE COMPLETED VERTICAL DATE STREET AT YNEZ ROAD Q
N/A R.C.E. NO. 57535 EXPIRES: 12-31-05 R.C.E. NO. 19744 EXPIRES: 9-30-2005 :.:___-
fpr . 1989-- �
..� sHEET 5 of 5 .-