HomeMy WebLinkAboutButterfield Stage Road @ Calle Chapos/South Loop Road IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, CA
FRAFF IC SIGNAI INS FALLA FI ON PLANS
GENERAL NOTES BUTTERFIELD STAGE ROAD
1. ALL WORK MATERIAL AND EQUIPMENT SHALL CONFORM TO THE PROVISIONS OF THE STANDARD PLANS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) DATED JULY 2002, AND THE SPECIAL PROVISIONS. COMMUNITY FACILITIES DISTRICT NO ,
2. A CITY OF TEMECULA ENCROACHMENT PERMIT SHALL BE REQUIRED TO PERFORM WORK WITHIN THE PUBLIC
RIGHT—OF—WAY. CITY APPROVED PLANS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF POURROY ROAD
OBTAINING AN ENCROACHMENT PERMIT. A COPY OF THE PERMIT SHALL BE KEPT ON THE CONSTRUCTION SITE ESTIMATES OF QUANTITIES QUANTITY UNIT
AT ALL TIMES. /
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DETAILED TRAFFIC CONTROL PLAN FOR ANY LANE 2" CONDUIT, TRENCHED 11,350 LF
CLOSURES ASSOCIATED WITH THE TRAFFIC SIGNAL CONSTRUCTION. MU���1.1 THE CONTRACTOR
SHALL HO
4 AOE FOR VERIFYING THE XACT OCATION AND DEPTH OF AL
N OF ALL EXISTING E� RL� LP � MTU
ESPONSBL TILITI S INC UN DGTHOSENOTSHOWN � T ��N� RO,�p / \ 3" CONDUIT 1,510 LF
ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT (800) 422-4133. � SHEET 4 WIRING LS
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL THE NECESSARY PERMITS AND NOTIFYING THE � N0. 5 PULL BOX 34 EA
AFFECTED AGENCIES AT (EAST 72 HOURS PRIOR TO START OF WORK.
6. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOP DETECTORS SHALL BE 6 FOOT IN DIAMETER WITH 10 FOOT < N0. 6 PULL BOX 34 EA
SPACING IN THE DIRECTION OF TRAVEL. LOOP DETECTORS SHALL BE TYPE "E", LOOP DETECTOR WIRE SHALL v~i
BE TYPE "1" AND DETECTOR LEAD-IN CABLE SHALL BE TYPE "B". PRIOR TO INSTALLATION, THE ENGINEER OR ' SIGNAL INTERCONNECT CABLE (12PR#19) 7,730 LF
HIS DESIGNATED REPRESENTATIVE SHALL VERIFY ALL LOOP DETECTOR LOCATIONS IN THE FIELD. ALL DETECTOR LEAD IN CABLE 13,600 LF
NECESSARY STRIPING SHALL BE IN PLACE PRIOR TO POSITIONING OF DETECTORS. LOOP DETECTORS SHALL BE �
SEALED WITH A to MELT SEALANT". ' � TYPE 1 STANDARD 10 EA
7. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE TYPE 15 STANDARD/15' LUMINAIRE ARM 1 EA
CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIRED FOR THE m
INTENDED OPERATION. TYPE 19 STANDARD/20' MAST ARM (MODIFIED) 1 EA
8. ALL VEHICLE SIGNAL INDICATIONS SHALL BE 12 INCH. THE SIGNAL HOUSING, BACKPLATES AND VISORS SHALL
BE METAL. PLASTIC SIGNAL HEADS AND LENSES ARE NOT PERMITTED. ALL VEHICLE SIGNAL INDICATIONS TYPE 19 STANDARD/25' MAST -ARM 1 EA
SHALL BE LED (DIALITE OR CITY APPROVED EQUAL). N oAo SHEET 3 TYPE 24 STANDARD/35' MAST�ARM 3 EA
9. ALL PEDESTRIAN SIGNALS SHALL BE COUNTDOWN. PEDESTRIAN INDICATIONS SHALL BE TYPE A WITH
INTERNATIONAL SYMBOL DISPLAYS. PEDESTRIAN SIGNAL INDICATIONS SHALL BE LED (DIALITE OR CITY TYPE 26 STANDARD/450 MAST ARM 2 EA
APPROVED EQUAL). PEDESTRIAN PUSH BUTTON SIGN MOUNT SHALL BE TYPE "B" WITH TAMPER PROOF SCREWS,
5" x 7 1/2" — R10-3b (MUTCD) SIGNS ADN ADA "BULLDOG" PUSH BUTTONS. TYPE 29 STANDARD/50' MAST ARM 2 EA
NORTH 100P ROAD
10. ALL PULL BOXES SHALL BE N0. 6, UNLESS OTHERWISE NOTED ON THE PLANS. PULL BOXES SHALL NOT BE p
LOCATED IN OR WITHIN 1 FOOT OF ANY CURB ACCESS RAMPS OR DRIVEWAY. ALL PULL BOXES AND COVERS SR�r TYPE 29 STANDARD/55' MAST ARM 1 EA
SHALL BE CONCRETE AND SHALL THE MARKED "TRAFFIC SIGNAL". � ' � --------` TYPE 1 STANDARD FOUNDATION 10 EA
11. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE EXACT LOCATION OF ALL TRAFFIC SIGNAL EQUIPMENT
TYPE 15 STANDARD FOUNDATION 1 EA
PRIOR TO INSTALLATION.
12. ALL CONDUITS SHALL 8E 3—INCH RIGID STEEL UNLESS OTHERWISE NOTED. NON—METALLIC CONDUIT WILL NOT SHEET 2 TYPE 19 STANDARD FOUNDATION 2 EA
WITHOUT ALLOWED. ALL CONDUITS UNDER ROADWAY SECTION SHALL BE INSTALLED THOUT OPEN CUTTING.
13. EACH CONDUCTOR SHALL BE PERMANENTLY IDENTIFIED. IDENTIFICATION SHALL BE BY DIRECT LABELING, TAGS o TYPE 24 STANDARD FOUNDATION 3 EA
OR BANDS PERMANENTLY FASTENED TO THE CONDUCTORS. THE IDENTIFICATION SHALL BE PLACED ON EACH
CONDUCTOR OR GROUP OF CONDUCTORS IN EACH PULL BOX AND NEAR THE END OF EACH CONDUCTOR WHERE TYPE 26 STANDARD FOUNDATION 2 EA
THE CONDUCTORS ARE TERMINATED. TYPE 29 STANDARD FOUNDATION 3 EA
14. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM WITH FULL CUT—OFF LENS, 250W INTEGRAL BALLAST. y
15. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE TYPE "A". � SOUTH LOOP ROAD 15' LUMINAIRE MAST ARM 12 EA
16. UNDERGROUND TRAFFIC SIGNAL CONDUCTORS SHALL NOT BE SPLICED. � CH S
17. ANY LANDSCAPING DAMAGED 8Y THE TRAFFIC SIGNAL CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO _ 250 W HPS LUMINAIRE 12 EA
THE SATISFACTION OF THE ENGINEER AND THE PROPERTY OWNER. PEDESTRIAN PUSH BUTTON (ADA) 20 EA
LEGEND ' PEDESTRIAN PUSH BUTTON PLATE 20 EA
-- -- EXISTING SIGNAL CONDUIT 3-12" VEHICLE HEAD WITH MOUNTING ¢g EA
PROPOSED SIGNAL CONDUIT ' 0 4-12" VEHICLE HEAD WITH MOUNTING 1 EA
EXISTING PULL BOX � 5-12 to VEHICLE HEAD WITH MOUNTING 6 EA
o PROPOSED PULL BOX
� 3-12" BACKPLATE 45 EA
EXISTING CONTROLLER CABINET i �
� PROPOSED CONTROLLER CABINET
g H VIS A D MON1E D 4-12" BACKPLATE 1 EA
o q 5-12" BACKPLATE 6 EA
PJ EXISTING TYPE III—CF SERVICE
MURRIETA (7 PROPOSED TYPE III—CF SERVICE �.+
� � PEDESTRIAN HEAD WITH MOUNTING 20 EA
HOT SPRINGS EXISTING VEHICLE SIGNAL HEADS TYPE ''E� LOOP 129 EA
o--I, PROPOSED VEHICLE SIGNAL HEADS PRIVATE ENGINEER'S NOTE TO CONTRACTOR TYPE 2070 CONTROLLER (COMPLETE) 3 EA
o---a� EXISTING PEDESTRIAN SIGNAL HEAD CONTROLLER PROGRAM 3 EA
MURRIETA ROAD �m ALL CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO COORDINATION TELEMETRY 3 EA
HOT SPR�N�S PROPOSED PEDESTRIAN SIGNAL HEAD THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
o---�,( EXISTING LUMINAIRE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS "DIMENSION" BATTERY BACKUP SYSTEM 3 EA
1 D PROJECT PROPOSED LUMINAIRE AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
RDA REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF CALIFORNIA DETECTOR SENSORS (2—CHANNEL, RACK MOUNTED) 32 EA
LOCATION Q EXISTING ILLUMINATED MAST ARM MOUNTED SIGN DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS. THE CIVIL
AS I LA RENA _ AY — ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND TYPE III—CF SERVICE (COMPLETE) 3 EA
15 N�COL � PROPOSED ILLUMINATED MAST ARM MOUNTED SIGN -- ---- SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS.
'�'y EXISTING FLASHING BEACON TYPE 332 CABINET 3 EA
5 EXISTING INDUCTIVE LOOP DETECTOR� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE TYPE 332 CABINET FOUNDATION 3 EA
RESPONSIBILITY FOR JOB—SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF
� PROPOSED INDUCTIVE LOOP DETECTOR THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS OPTICAL PRE—EMPTION DETECTOR (COMPLETE) 9 EA
TEMECULA REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
P� Y EXISTING EVP HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER EMERGENCY PRE—EMPTION SYSTEM 3 EA
�O AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN TYPE "V" PEC UNIT 3 EA
Y PROPOSED EVP CONNECTIONS WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTOIN FOR �
LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. iw,
ON MAST AEA
GP STRUCTHE XTURESCE AND SHOWN ONPTHE EATE PLA SCARENOBTOAI OBTAINED RERGROUND SEARCH OF�THEES O AVARIABLE FURNISH AND INSTALL SIGN PANEL ON SIGNAL STANDARD 3 EA �
RANCHO � RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF FURNISH AND INSTALL ILLUMINATED STREET NAME SIGNS 11 EA j
SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. a
i THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION �
A COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF vWi
ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY a
m
DAMAGE OR PROTECTIONS TO THESE LINES. _
VICINITY MAP � a
NOT TO SCALE
INDEX MAP
NOT TO SCALE a
o
� �,� �: Underground Service Alert G�F��► ENGINEER OF WORK DEVELOPER /OWNER o
VAN DELL AND ASSOCIATES, INC. ASHBY USA, LLC 00
' VAN DELL AND ASSOCIATES, INC. can: TOLL FREE ���� 17801 CARTWRIGHT ROAD 470 E. HARRISON STREET �I
a`a oia�enes
'"""'°"` ""'°^""M 1 -800-266-2700 IRVINE, CA 92614 CORONA, CA 92849-1314
FMWG�4"°"° cw>as-„oo TWO WORKING DAYS BEFORE YOU DIG PHONE: (949) 474-1400 PHONE: (909) 898-1692 j
FAX: (949) 261-8482 FAX: (909) 898-1693 =
LD04-23000 �
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK S DESIGNED BY DRAWN BY CHECKED BY
SCALE P�E �'O,�R. �y KK/KRR KK KRR RECOMMENDED By- A7E: 8��' �� CITY OF TEMECULA o�aW��9 N�. w
DEPARTMENT OF PUBLIC WORKS o
CONTRACTOR
HORIZONTAL � z PLANS PREPARED UNDER THE UPERVISION OF � TRAFFIC SIGNAL INSTALLATION PLANS
� No. 024725 � f� ACCEPTED BY: � �n�: 8�3/ LO
-
INSPECTOR N/A yt Exp.12/31/05 * /J �/��� Ate. � � � �, o S RONALD J. PARKS, ,.. BUTTERFIELD STAGE ROAD �
��L— DEPUTY DIRECTOR OF PUBLIC WORKS �
VERTICAL DONALD R. GORDON TITLE SHEET
DATE COMPLETED or CPL�� R.C.E. N0. 19744 EXPIRES: 9/30/2005 ��89 �
024725 12-31-05 SHEET � OF 4 a
N/A R.C.E. N0. EXPIRES: - ' x
CONDUCTOR SCHEDULE PHASE DIAGRAM
T
AWG CIRCUIT AAA FLs 8 �� i� I
1 01 06 06P - -- - 1 - - �. 1
v-vDETAIL A L_ 110'
Q�3,�4P -- - 1 1 - - -- 1 43' 43'
01 02 03 04
12 3 03,08,08P -- 1 1 1 - - - 1 OPTICAL PRE--EMPTION 6J2L 6J2U
COND. 4 05,06,06P 1 1 1 1 - - - 1 DETECTOR 13' ^1 F --
SIGNAL 5 02,02P O5 - - -- - 1 1 1 1 I I
CABLE 6 07 08P - -
7 04 �4P �7 _ - _ - 1 1 O �5 06 07 �8
8 01 02 02P -- - - Q 4 I
TOTAL 1 2 3 4 1 2 3 8
1 04PPB - - - 1 -- - - 1 E= MAST ARM MOUNTING CLAMP x
3 2 06PPB = - 1 1 -- - - 1 Q (RSAPP APPROVED EQUAL)MOUNT
06P 0S 01 0 8 P
COND. 3 06PPB 1 1 1 - - - 1 0 Q )
SIGNAL 4 08PPB 1 1 1 1 - - - 1 (� 1 �8
CABLE 5 08PPB - - - -- 1 1 1 1 03 �3
LOCATE EVPE DETECTOR i V/ E --. �. 08P
6 02PPB - - - - -- 1 1 1 ON LEVEL PART OF 2"C, 2 DLC _. I
,,, _, — _ MASTARM MAST ARM I �8
7 s�2PP8 1 1 OR
8 04PPB -- - - -. - - OR
TOTAL 1 2 3 4 1 2 3 8 I ^1 I 04PE-- '
1 �7
#12 IISNS -- 2 2 2 2 2 2 - I
I 07
SIGNAL COMMON 1 1 1 1 1 1 1 2 EMERGENCY VEHICLE PRE—EMPTION DETECTOR
a' s 12" 4' 12' 12' 101 4' 1 ' 12' 109 s' g' s�2 02P � �
#10 IN I - 2 2 2 2 2 2 - �4P
TOTAL 1 3 3 3 3 3 3 2 TRAFFIC SIGNAL MAST ARM MOUNTING DETAIL RtIW 111u 05 05 02 02P
01 DETECTORS 1 1 1 1 - _ - 1 R/W
DET. 02 DETECTORS - -- - -- 4 SEQUENCE WITH CALLS ON ALL PHASES
LOOP 03 DETECTORS - - -- - - 1 1 1 i DETECTION SPEED: CALLE CHAPOS\SOUTH LOOP ROAD = 40 MPH
CABLE 04 DETECTORS -- - 2 2 - -- - 2 BUTTERFIELD STAGE ROAD = 55 MPH
TYPE 05 DETECTORS - -- -- -- - -- - 1JC) EXI S T.
B 06 DETECTORS 4 4 1 4 4 -- -- - 4 R7, TYP K
1
07 DETECTORS --- -- 1 1 --• - - ""•-�,,, � 0 2"C, S.I.C.
08 DETECTORS - - -- - -- 2 2 2 6J3U 9
TOTAL DLC 5 5 8 8 - 3 3 16 �. 5
EVP CABLE - 1 1 2 1 1 2 4 5SOUTH LOOP ROAD
COAXIAL CABLE -- 1 1 2 1 1 1 2 4
-3 CALLE CHAPOS
CONDUIT SIZE 3" 3" 3" 3" 3" 3" 3" 1 SI 3 R/W 1q7i �` O R/�V 2"C, 1 DLC 4 2
w
5 �2 t
9 02 �2 08 `n
DETECTOR PLACEMENT DETAIL10 R73-2 6 — —
3 02,05 � �.. .�. �n -
LIMIT LINE NOTES ALL DETECTORS TO BE CENTERED 8
OR X-WALK 7 �-ao
IN LANE UNLESS OTHERWISE NOTED E „`r
_ w 250 TO
IV
co STA. 229+75.22 8J7U r X-WALK N
QUADRANT DETAIL
TURNS S TH RU TRAFFIC LANE (TYP.) _3 -
R 3 BUTTERFIELD w PEDESTRIAN PUSH BUTTON LOCATION
w E RCA D
� 3 <■■�■. f;,..
(TYPICAL)
�3 315U (TOP VIEW)
GL LEFT TURN LANE (TYP.)
250' TO 1 _. r...e $
N 417 .
2' M 416U U N
N `'
X-WALK
60 10' 6'0 10' 6'0 10' 6'0 co D 03too—
R73-2 04,07 3 �4 .
--- w
rI a MONET
01,06 3 6 04 .� io DETAIL B )"
4 01 I 01 LOCATION 4P w - POLE
,n
CONSTRUCTION NOTES— ( THIS SHEET) 0 C 7 w� E.C.R.Q A
❑1 CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION AND SHALL FURNISH AND INSTALL R 2"C 1 DLC Q
TYPE 2070 CONTROLLER ASSEMBLY IN A TYPE 332 CABINET. THE CONTROLLER ASSEMBLY SHALL BE EQUIPPED /W '
WITH BITRAN SYSTEMS 233 PROGRAM. THE CONTROLLER ASSEMBLY SHALL BE HOUSED IN A TYPE 332 � 8 2"C, S.I.C. R/W
CABINET WIRED FOR 8 PHASE OPERATION, AND INCLUDE FUNCTIONS INDICATED ON THE PLANS. THE CABINET 3 7
SHALL INCLUDE CABINET DRAWER ASSEMBLY AND CABINET LIGHT ASSEMBLY. THE CABINET'S POLICE PANEL F — B
SHALL BEE EQUIPPED WITH A CONNECTION FOR A TRAFFIC SIGNAL CONTROLLER MANUAL OVERRIDE SWITCH. ALL g A
Q
EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA "QUALIFIED PRODUCTS LIST GDI LOAD 4 8
SWITCHES WILL NOT BE ACCEPTED. Q EXACT LOCATION BY
EXIST. 213U � N 1 8 ENGINEER IN THE FIELD ar
2❑ FURNISH AND INSTALL A DUAL-METERED TYPE III--CF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING R7, TY DE K I N U
CIRCUIT BREAKERS: Rey 7 306 (SIGNAL) C°
120/240V — 100A MAIN I ( SIGNAL STANDARD
120V - 50A METERED SIGNALS ' ! 1- 2 5
240V -- 40A UNMETERED LIGHTING - NO SCALE PLACEMENT D ETAI L
120V -- 15A METERED IISNS
I
DUAL TYPE V -- P.E.C. 7 2#10 LUMINAIRES,#12 IISNS
I
❑3 FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT AND 4-CHANNEL DISCRIMINATION • P 0 LE SCHEDULE a
EQUIPMENT REQUIRED IN THE CONTROLLER CABINET. EQUIPMENT SHALL BE 3M 700 SERIES OR TOMAR 2140ESS/01,._ �n I O
RI DETECTOR SHALL BE MOUNTED ON SIGNAL MAST ARM BY CLAMPING METHOD. PJl �� M POLE DATA SIGNAL H.P. SOD VAP SIGNAL MOUNTING PED. PUSH BUTTON * POLE LOCATION IISNS TYPE A a
SERIES ONLY. EVPE OPTICAL DE 2 C, 2 DLC AND ( )
EXACT LOCATION OF DETECTOR SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. MOUNT ON MAST ARM � , I PULL ROPE NO. TYPE HT. M.A. M.A. WATTS VEH. M.A. PED. PHASE POLE QUAD. A B MESSAGE DBL FACE
�• 647 FUTURE S.I.C. Calle Chapos� o
AS SHOWN ON DETAIL "A". 1 26-4-129 30' ■ 25 SV-1-T 2--MAS SP--1--T 4 1 '
" Exp. 9/30/06 0 45 15 0 12 3 H South Loop V)
® FURNISH AND INSTALL 2 CONDUIT WITH NO. 5 PULL BOXES AT 200 SPACING SPACING (MAX.) TO ADVANCE \ R/W 1A 10' - - - TV-1-T -- SP-1-�T 6 2 12' 3'
PULL BOX AT NICOLAS ROAD/NORTH LOOP ROAD (f1590', SEE SHEET NO. 3). FURNISH AND INSTALL 12PR#19 q 1Rq 1G ! g' 6' 19' 12' 4' 10' 12' 12' 4' 12' 16' 8'
SIGNAL INTERCONNECT CABLE SIC TO CONTROLLER CABINET AT NICOLAS ROAD/NORTH LOOP ROAD (f2010') ��' CA1.�F Q 3 19-4-129 30 20 ❑ 15 250 SV-1-T 2-MAS SP-1-T 6 2 12 3 Butterfield Stage Rd U_
(SIC)
4 1A 10' -- - - TV---2-T - SP-1-T 8 3 12' 3' - W
❑5 FURNISH AND INSTALL TYPE "V" PEC UNIT IN SERVICE CABINET. - �Calle Chapos
I Q 26-4-129 30' 45' 0 15' 250 SV-1-T 2--MAS SP-1-T S 3 12' 3' South Loop--�► i
6 FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER STANDARD PLAN ES-7N, DETAIL "U". W
6 1A 10 -- _ - TV--1—T _ SP-1-T 2 4 12' 3Uj
' -- �
7 19-4--129 30' 25' 15' 250 SV-1-T 2-MAS SP-1-T 2 4 12' 3' Butterfield Stage Rd
❑7 FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS AS SHOWN. - - _ - -
O 8 1A 10' TV-2-�-T SP--1-T 4 1 12' 3' m
® FURNISH AND INSTALL "DIMENSION" BATTERY BACK-UP SYSTEM IN CONTROLLER CABINET. FURNISH AND 13 I • POTHOLE MAST ARM POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. * SEE DETAIL "B"
INSTALL BATTERY CABINET ON REAR OF CONTROLLER CABINET AND WIRE PER MANUFACTURER'S 20 10 0 20 40 o I
SPECIFICATIONS. BATTERY BACK-UP CABINET DIMENSIONS SHALL BE 27"H X 24"W X 8"D. ¢ x ■ F DISTANCE = 1 fi a-
111WW Q F DISTANCE = 18'
- FURNISH AND INSTALL COAXIAL CABLE (FOR FUTURE VIDEO EQUIPMENT) IN SIGNAL STANDARD AND TERMINATE SCALE IN FEET I 15' I ❑ MODIFIED FOR MOUNTING ON TYPE 19 STANDARD x
= o UNDERGROUND STRUCTURES
IN LUMINAIRE MAST ARM. 1 inch 2 ft IMPORTANT NOTICE Q
212U 212E SECTION 4216-2417 OF THE GOVERNMENT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE
43' 43' RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT,THE OWNER BY
CODE REQUIRES A DIG ALERT IDENTIFICATION ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME 1
11 ' NUMBER BE ISSUED BEFORE A 'PERMIT TO LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF PLMS eY' EXCAVATE' WILL BE VALID. FOR YOUR DIG UNGERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC o
VAN DELL AND ASSOCIATES, INC. ALERT ID NUMBER CALL UNDERGROUND RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE a
OW E''400mo s SERVICE ALERT TOLL FREE 1-800-422-4133 UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE 1
P �1ts�uRVEraRa UOO AM THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED .4-TWO WORKING DAYS BEFORE YOU DIG. BEFORE STARTING WORK.
17= CM7WRWT ROM ( )474-1400
1--
IR1 K CA 92514
LD04-23000 i
c�
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY
Drawing No.
R. KK/KRR KK KRR RECOMMENDED BY: TE: r3 -�� CITY QF TEMECULA DEPARTMENT OF PUBLIC WORKS a
HORIZONTAL yam_ o
CONTRACTOR c; PLANS PREPARED UNDER THE SUPERVISION OF
" , No. 024725 ACCEPTED BY: DATE. ~o TRAFFIC SIGNAL PLANTSImlF �ti LO
co
INSPECTOR 1 -20 * Exp.12/3�/05 * DATE. .7► ,G RONALD J. PARKS, �
. . _ DEPUTY DIRECTOR OF PUBLIC WORKS CALLE CHAPOS/SOUTH LOOP ROAD
VERTICAL DONALD R. GORDONUj
p ta-� 19744 • 9 30 2005 �
DATE COMPLETED F C R.C.E. N0. EXPIRES. / � sg AT BUTTERFIELD STAGE ROAD SHEET 2 OF 4 aL
N/A R.C.E. NO. 024725 EXPIRES: 12-31-05