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SIGNING AND STRIPING GENERAL NOTESs: "i-[ElR�— SIGNING AND STRIPING LEGEND AND CONSTRUCTION NOTES:
1 . SIGNING AND STRIPING SHALL CONFORM TO THE MAY 2006 STANDARD PLANS AND 8. ALL PAVEMENT STRIPING AND LEGENDS SHALL BE INSTALLED PER SECTION EXISTING CURB 1E] EXISTING TO REMAIN.
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF 84-3 OF THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS. & GUTTER
TRANSPORATION (CALTRANS) , 2006 CALIFORNIA MANUAL OF UNIFORM TRAFFIC REMOVE AND SALVAGE SIGN AND POST ( IF APPLICABLE) AS NOTED.
CONTROL DEVICES (CMUTCD), THESE PLANS AND THE SPECIAL PROVISIONS. SEE 9. ALL PAINTED STRIPING SHALL BE DOUBLE COATED IN NOT LESS THAN 7 DAYS,
CALTRANS STANDARD PLANS A20-A THROUGH A24-E FOR STRIPING DETAILS, BUT NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION. � R4-7
INCLUDING INSTALLATION OR REMOVAL OF RAISED REFLECTIVE PAVEMENT MARKERS. / �f�� TYPE K(CA) E IS FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE) .
10. ALL PAVEMENT MARKINGS, PAVEMENT LEGENDS, AND LINES 8�� OR WIDER r dO��'
2, STRIPING, SIGNING, OR PAVEMENT LEGENDS SHALL NOT BE INSTALLED PRIOR TO SHALL BE THERMOPLASTIC UNLESS OTHERWISE APPROVED BY THE ENGINEER. W3-1 SNS E �T� � RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
FIELD INSPECTION AND APPROVAL BY THE INSPECTOR. �
11 . ALL PAVEMENT STRIPING SHALL HAVE RAISED PAVEMENT MARKINGS (RPM) PER ! / E �`��� REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING MARKING OR ARROW AS NOTED
3. ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND APPROVED SECTION 85 OF THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD
BEFORE STRIPING BEGINS. THE INSPECTOR SHALL DETERMINE THE EXACT LIMITS PLANS. 1,4
INCLUDING RAISED PAVEMENT MARKERS.
OF THE MATCH STRIPING. 12, CONTRACTOR SHALL REMOVE CONFLICTING TRAFFIC STRIPES AND PAVEMENT Q O�� ��
,. PAINT CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION
4, ALL R1-1 SIGNS AND WARNING SIGNS SHALL USE HI-INTENSITY GRADE REFLECTIVE MARKINGS BY WET SANDBLASTING. CONTRACTOR SHALL REMOVE CONFLICTING A Cb 1 (20') O OF RAISED PAVEMENT MARKERS.
SHEETING AND BE A MINIMUM OF 30"X 30 OTHER REGULATORY OR GUIDE SIGNS PAVEMENT MARKERS. / co
MAY 6E ENGINEERING GRADE REFLECTIVE SHEETING. 13. CONTRACTOR SHALL INSTAL!. BLUE RAISED PAVEMENT MARKERS ADJACENT TO PAINT PAVEMENT MARKING OR ARROW AS NOTED.
5. UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT ALL FIRE HYDRANTS WITHIN THE PROJECT LIMITS IN ACCORDANCE TO THE a � � a0') �`"'"�-� OS SIGNALIZED INTERSECTION.
QUARTER DELTA OF THE CURB RETURN, OR BACK OF THE CROSSWALK OR STOP BAR. 2006 CMUTCD. Q
6. PAVEMENT MARKINGS SHALL BE 8 FEET BEHIND THE CROSSWALK, AS SHOWN. 14• SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY YARD, AS EXISTING CURB�� 12 F- EXISTING ROADSIDE SIGN (ONE POST)
INDICATED I CATER BY THE ENGINEER. GUTTER 38'
7. THE POST MATERIAL SHALL BE TELESPAR QWIK-PUNCH"
OR APPROVED EQUAL WITH / 12 R4-7 E A p EXISTING ROADSIDE SIGN (STRAP & SADDLE)
RECEPTIVE 30-INCH OR 36-INCH ANCHOR ASSEMBLY. TYPE K(CA)
�- PROPOSED ROADSIDE SIGN (ONE POST)
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40810 COUfYTY CENTER DRNE SCALE: 1 "=40' MEDIAN �
TEMECULA,CALIFORNIA 92591-4879
CDN 8 U LT 1 N D 951.e78.8042 ■ FAX 961.878.7240 ■ www.RBF.com
LD10-088CO PD-01 Q
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY REVIEWED BY. Gt.i DATE: � I` TEMECULA
�
SCALE QQ�` $�I KS KS JD � CITY O DEPARTMENT OF PUBLIC WORKS �
ati�SOS A' O,Q l,^ RECOMMENDED BY: %(�� DATE: _�'���v SHEET NO.
CONTRACTOR HORIZONTAL � �� �, PLANS P ARED UNDER THE SUPERVISION OF �
AS NOTED � �NO. 57535 ' ACCEPTED BY: DATE: `� T � SIGNING AND STRIPING PLAN j
INSPECTOR � EXD• �2'3���� � DATE: 9�2��� GREG BUTLER, DIRECTOR OF '� � �
• '` CA OS A. ORTIZ PUBLIC WORKS / CITY ENGINEER d � :" �''ru'��"F� MEADOWS PARKWAY AT Q
VERTICAL ��, jy�t � �� ..::��::::.:.�. CAMPANULA WAY nom.
DATE COMPLETED 9 �t� R.C.E. NO. 57535 EXPIRES: 12/31/11 R.C.E. NO. 47109 ����Q''��198$•`�'� �
N/A OF CA1-� "�•NO TRACT TRACT MAP 24182 / 24183 1 OF 2 SHEETS
i
CONSTRUCTION NOTES (THIS SHEET):_
PHASE DIAGRAM DETAIL B , DETAIL A 1 NTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION AND SHALL FURNISH AND
CONDUCTOR SCHEDULE � � � I a--�o
CIRCUITA-
AWGA � jllll� N � I AB-121 ASTRO =_. INSTALL TYPE 170E CONTROLLER ASSEMBLY IN A TYPE 332 CABINET. THE CONTROLLER
D ASSEMBLY SHALL BE EQUIPPED WITH ONE (1) MODEL 412C SYSTEM MEMORY MODULE ONE
MINI BRAC OR -•--OPTICAL _
POLE �1 Q�1,06,06 P 1 1 � _` 5 I EQUAL ASSEMBLY (1) GDI MODEM AND 8I TRAN SYSTEMS 233 PROGRAM. THE CONTROLLER ASSEMBLY SHALL
POLE 2 03j04P 1 1 � � -.t-----► I ' BE HOUSED IN THE TYPE 332 CABINET WIRED FOR 8 PHASE OPERATION, AND INCLUDE
'� 4 2 FUNCTIONS INDICATED ON THE PLANS. THE CABINET SHALL INCLUDE CABINET DRAWER
POLE 3 03108t08P 1 1 1 1 �2 �3 �4 � � � ASSEMBLY, AND CABINET LIGHT ASSEMBLY. THE CABINET'S POLICE PANEL SHALL 8E
POLE 4 05j06106P 1 1 1 1 1 �1 (TOP VIEW � EQUIPPED WITH A CONNECTION FOR A TRAFFIC SIGNAL CONTROLLER MANUAL OVERRIDE
! SWITCH. ALL EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA "QUALIFIED
�2 C$C POLE 5 �2,Q�5,Q�2P 1 1 1 1 -r-----� 3 , �3 J PRODUCTS LIST". 6DI LOAD SWITCHES WILL NOT BE ACCEPTED. THE TYPE 332
PEDESTRIAN PUSH � x CABINET'S POWER DISTRIBUTION ASSEMBLY SHALL BE "MERCURY FREE' .
POLE 6 07j08P 1 1 1 � BUTTON LOCATION � 2�--CONTRACTOR SHALL FURNISH AND INSTALL A DUAL METERED TYPE III-CF SERVICE
POLE 7 04107104P 1 1 i POLE QUADRANT DETAIL EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: otvE 120/24ov-100A
POLE 8 01102v02P 1 (MAIN) ONE 120V-50A (METERED SIGNALS) ONE 240V-40A (METERED LIGHTING) ONE
s�5 �6 �� �$ 1z 38' �8, MAST ARM 120V-15A (METERED IISNS), AND QUAL TYPE V P.E.C. �� ��
TOTAL 1 2 3 4 1 2 3 8 , � THE TYPE III-CF SERVICE ENCLOSURE'S CONTACT SWITCH SHALL BE MERCURY FREE".
� STA INLESSFURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT AND REQUIRED
POLE 1 q�4 PPB 1 1 � STEEL BAND 4-CHANNEL DISCRIMINATION EQUIPMENT IN THE CONTROLLER CABINET. MOUNT EVPE
POLE 2 06 PPB 1 1 1 _,.,—_ 08P—wo—.000 moo moo mail- � � � ,� 15� � 2p OPTICAL DETECTORS ON MAST"ARM AS SHOWN ON DETAIL #$A'$,,
POLE 3 Q�6 PPB 1 1 1 1 03 �3 �_ �sP � 2-DLC 7 12 1 12' � E,V,,P,E., DETECTOR 4�--FURNISH AND INSTALL TYPE V PEC UNIT IN SERVICE CABINET.
�8 � � 06 � I � � 1g
POLE 4 08 PPB 1 1 1 1 1 �R ��,, �N ; I 1 , I � NO SCALE MOUNTING DETAIL S�--FURNISH AND INSTALL MAST ARM MOUNTED SIGN (AS NOTED) PER STANDARD PLAN ES 7N.
�6�.� 0- �-+ DETAIL "U".
3 CSC POLE 5 08 PPB 1 1 1 1 04 —�' ! oR cv ; ; R .—
Manila mow"M am& `- S` � FURNISH AND INSTALL. 3'� PVC SCHEDULE 80 '--FURNISH AND INSTALL 3" CONDUIT WITH PULLROPE TO EXISTING HAND HOLE
POLE 6 02 P P 8 1 1 1 S�7 07 04P r y i + 021 w I PER SCE REQUIREMENTS. CONTRACTOR SHALL CONTACT EDWARD GRIFFIN, EO I SON
4 _� � a I � � CONDUIT, 12 PAIR #19 SIC AND PULL ROPE PLANNING, AT (909)928-8334 PRIOR TO INSTALLATION. CONDUCTORS BY SCE.
POLE 7 02 PPB 1 1 � r____� 05 j N� TO CONTROLLER CABINET AT OE PORTOLA ROAD 7 FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS AS SHOWN.
POLE 8104 PP8 � �4P � + (APPROX. 1 ,450' CL TO CL)
TOTAL 1 2 3 4 1 2 3 8 SEQUENCE WITH CALLS ON ALL PHASES � � WITH No.6 PULL BOXES AT 200' SPACING 8�-�—FURNISH AND INSTALL "DIMENSION" BATTERY BACK-UP SYSTEM IN CONTROLLER CA9INET.
FURNISH AND INSTALL BATTERY CABINET ON REAR OF CONTROLLER CABINET AND WIRE
#12 IISN S 2 Z 2 Z 2 Z DETECTION SPEED: MEADOWS PARKWAY = 45 MPH PER MANUFACTURER'S SPECIFICATIONS. BATTERY BACK-UP CABINET DIMENSIONS SHALL
DETECTION SPEED: EB CAMPANULA WAY 30 MPH � t a � BIE 10 eE 27"H X 24"w x 8"0.
X10 LUMINAIRE 2 2 2 2 2 2 DETECTION SPEED: W8 CAMPANULA WAY 40 MPH -
(f�1 1 1 1 1 1 FURNISH AND INSTALL 3'� PVC SCHEDULE 80 �• � 6J U /`� 9�---MARNIST �MAND INSTALL CCTV COAXIAL CABLE IN SIGNAL STANDARD AND TERMINATE IN
(�2 4 CONDUIT, 12 PAIR x/19 SIC AND PULL ROPE q, 0 ' 9 5 10 REMOVE AND SALVAGE BY SCE, CONTRACTOR SHALL CONTACT SCE FOR REMOVAL.
TO CONTROLLER CABINET AT CAMINO DEL SOL O
LIGHT FOUNDATION.
REMOVE UPPER 2 OF STREET
DET.
03 1 1 1 (APPROX. 1 ,000' GL TO CL) l 5
LOOP �`;' 3 3 3 � WITH No.6 PULL BOXES AT 2Q0' SPACING 11 CONSTRUCT 4" P.C.C. PAD AROUND CONTROLLER CABINET AND SERVICE
� �O 3 � 2-DLC ENCLOSURE. (APPROX. 88 SF) EXACT SIZE BY ENGINEER IN THE FIELD.
CABLE 05 1 _ o �f 6 � R
o
(TYPE 8) 06 4 4 4 4 4 - w � S�5
�..�```�----."_„ ... r- -"` SD5 � �2 2"C STUBOUT (FUT SIC)
omi I im" 2 02P
07 Will 6P - qIIIIIIIIIIIIIII0, 00"I'l
08P
l�8 5 5 5 " ""�"�-- 8P 3 �2,�5
TOTAL 5 5 9 9 — 6 6 20 -- 8 �� � qy7 8J8L�
EVP CABLE 1 1 2 1 1 2 4 � `- --�.... � `---- `��' � S� g 5 R73-2(CA)
� '� 8J6L
12 PAIR #19 SIC 1 1 1 1 1 1 3 MP�Vl./q 2 � ao
11 0$ 3 �p3,y�g 8 I KE DETECTOR /�
COAXIAL CABLE (FUT CCTV) 1 1 2 1 1 2 4 ...� � _ �. ' I I 3'X 5' (TYP) � �7� � �
,� ,� ►, `�----__�_ R73-2(CA) r' � `v 230' TO 8J6U
CONDUIT SIZE 3 4 4 2-3 3 4 4 3. 41 -� o � 5 , I � �/ X-WALK
PERCENT FILL 13 17 25 26 17 18 25 21 416(1 140' Tp � 7j5u �" -- --- — '
_ �.E -_. WALK �3 - � � 32 �� 3I5U' X33
CSC CONDUCTOR SIGNAL CAB N h �� _,�-� �
GENERAL NOTES (THIS SHEET): �-—�.._ —`--- I I 116
R73-3(CA) j
1 . ALL ITEMS TO BE FURNISHED AND ALL WORK TO 8E DONE SHALL CONFORM TO 5 --- 41
�`�"- �___.�____ `�y � (TYP) I � �4,qy7 3 6 —' WAY � � N
THE REQUIREMENTS OF: THE STATE OF CALIFORNIA, DEPARTMENT OF � --_._. 04 �--�
TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS, DATED 4 1 7L_...
MAY 2006; 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 1' -� 1 �"''"' _. ., 03\ 01 ,906 3 5 R73-2(CA)
(CMUTCD) AND THE SPECIAL PROVISIONS. 4P � - 9 SP(SCE HAND HOLE)
2. A CITY OF TEMECULA ENCROACHMENT PERMIT SHALL BE REQUIRED TO PERFORM WORK � - — � � '� i
WITHIN THE PUBLIC RIGHT-OF-WAY. CITY APPROVED PLANS DO NOT RELIEVE THE �w � �6 �6 �r � / �4 � Lim—
CONTRACTOR
--_----. » C)p
CONTRACTOR FROM THE RESPONSIBILTYOF OBTAINING AN N THE CONSTRUCTIONNSITOECATENT ALLpTIMES. A 1-DLC 7 O 06 I � 9�4P D MEMO ETAIL
COPY OF THE PERMIT SHALL BE KEPT0
3. THE CONTRACTOR SHALL 6E RESPONSIBLE FOR PROVIDING A DETAILED TRAFFIC I � 01 low� 7 POLE LOCATION
CONTROL PLAN FOR ANY LANE CLOSURES ASSOCIATED WITH THE TRAFFIC SIGNAL 12. ALL PULL BOXES SHALL BE N0. 6, UNLESS OTHERWISE NOTED ON THE / '-�.�� � in Q
CONSTRUCTION.
PLANS. PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1 FOOT OF 3 �
4. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE ANY CURB ACCESS RAMPS OR DRIVEWAY. ALL PULL BOXES ANO��COVERS � 6 E.C.R. � A N
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH SHALL BECONCRETE AND SHALL BE MARKED "TRAFFIC SINAL .
13. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE EXACT LOCATION OF ALL 9 j gE $ 7 A �
OF ALL UTILITIES INCLUDING THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF 1 EXACT LOCATION 8 0
WORK. CONTACT UNDERGROUND SERVICE ALERT AT (800) 422-4133. TRAFFIC SIGNAL EQUIPMENT PRIOR TO INSTALLATION. 8Y ENGINEER IN
M T
14- ALL CONDUITS SHALL BE 3-INCH RIGID STEEL UNLESS OTHERWISE NOTED. ALL 4 �' 7 2 #10(LTG) o 2 #120ISNS) THE FIELD 8 O
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN ELECTRICAL PERI �y
STUB-OUTS SHALL BE 3-INCH CONDUIT UNLESS OTHERWISE NOTED. ALL CONDUITS UNDER � 213U � � �
FROM THE CITY'S BUILDING AND SAFETY DEPARTMENT FOR THE SERVICE PEDESTAL. ROADWAY SECTION SHALL BE INSTALLED WITHOUT OPEN CUTTING.
� � 7 2 #6(SIGNAL) �
6. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS �? z
AND NOTIFYING AFFECTED AGENCIES AT LEAST 72 HOURS PRIOR TO START OF WORK. 15. EACH CONDUCTOR SHALL BE PERMANENTLY IDENTIFIED. IDENTIFICATION SHALL BE BY � 8 N 0 U TURN SIGNAL STANDARD m �
7. UNLESS SHOWN OTHERWISE INDUCTIVE LOOP DETECTORS SHALL BE 6 FOOT IN DIRECT LABELING, TAGS OR BANGS PERMANENTLY FASTENED TO THE CONDUCTORS. THE � $ PLACEMENT DETAIL �
IDENTIFICATION SHALL BE PLACED ON EACH CONDUCTOR OR GROUP OF CONDUCTORS IN � � � �
DIAMETER WITH 10 FOOT SPACING IN THE DIRECTION OF TRAVEL. LOOP DETECTORS EACH PULL BOX AND NEAR THE END OF EACH CONDUCTOR WHERE THE CONDUCTORS ARE R 0 � 2 4 7 -DLC PR #19 SIC R73-2(CA) RNO SCALE Y
SHALL BE TYPE "E" , LOOP DETECTOR WIRE SHALL BE TYPE 1 AND DETECTOR TERMINATED.
LEAD-IN CABLE SHALL 6E TYPE "8" . PRIOR TO INSTALLATION, THE ENGINEER OR I i
HIS DESIGNATED REPRESENTATIVE SHALL VERIFY ALL LOOP DETECTOR LOCATIONS IN 16. LUMINAIRES SHALL BE CUT-OFF TYPE. f f I � 1 1 I � P 0 L E S C H E D U L E �
THE FIELD. ALL NECESSARY STRIPING SHALL BE IN PLACE PRIOR TO POSITIONING 17. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE TYPE "A" . SIGN LEGEND SHALL o
r p
OF DETECTORS. BOOP DETECTORS SHALL BE SEALED WITH A "HOT MELT SEALANT" . BE TYPE E(M) UPPER CASE AND LOWER CASE LETTERING. I � I ' Ito I POLE DATA SIGNAL ARM LUMINAIRE SIGNAL MOUNTING PED PUSH BUTTON *POLE LOCATION �IISNS (TYPE A)
B. TNE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT 18. UNDERGROUND TRAFFIC SIGNAL CONDUCTORS SHALL NOT BE SPLICED.
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER I � � No TYPE HEIGHT MA F DIST MA WATTS VEH MA PED PHASE **POLE QUAD A B MESSAGE (DBL FACE) �
OF CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 19. ANY LANDSCAPING DAMAGED 8Y THE TRAFFIC SIGNAL CONSTRUCTION SHALL BE REPAIRED � "�
OR REPLACED TO THE SATISFACTION OF THE ENGINEER AND THE PROPERTY OWNER. 1q' � � �. 12 14
� 1 26-4-100 30' 40' 15' 15v 250 SV-1-T 2-MAS SP-1-T 4 1 11' 3' Campanula Way j
9. ALL VEHICLE SIGNAL INDICATIONS SHALL 6E 12 INCH. THE SIGNAL HOUSING, 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL "PUNCH LIST" ITEMS 1 � 4 �� � 2 1A 10' - - - - TV-1-T - SP-1-T 6 2 11' 3� - Q
BACKPl.ATES AND VISORS SHALL BE METAL. PLASTIC SIGNAL HEADS AND LENSES ARE � I J
NOT PERMITTED. ALL. VEHICLE SIGNAL INDICATIONS SHALL BE LED (DIALITE OR CITY PRIOR TO TRAFFIC SIGNAL TURN-ON. 1 38' 3 24-4-100 30' 35' 13' 15' 250 SV-1 2-MAS SP-1-T 6 2 15' 3� Meadows Pkwy Q
38'
APPROVED EQUAL) . 21 . ALL CONDUIT WITH SIGNAL INTERCONNECT CABLE (SIC) ENTERING � I I ( � f�2� 4 1 A 10' - - - - TV-2-T - SP-1-T 8 3 13' 3' - °'
PULL BOXES SHALL HAVE 45 DEGREE SWEEPS. �
10. ALL PEDESTRIAN SIGNALS SHALL BE COUNTDOWN. PEDESTRIAN INDICATIONS SHALL BE 5 26-4-100 30' 45' 18' 15' 250 SV-1—T 2-MAS SP-1-T 8 3 14' 3' Campanula Way v
TYPE A WITH INTERNATIONAL SYMBOL DISPLAYS. PEDESTRIAN SIGNAL INDICATIONS 22. CONTRACTOR SHALL. COORDINATE WITH THE ENGINEER TO DETERMINE _ _ _ _ _ _
SHALL BE LED (DIALITE OR CITY APPROVED EQUAL) . PEDESTRIAN PUSH BUTTON SIGN THE EXACT CONDUIT ALIGNMENT AND PULL BOX LOCATIONS WITH SIC 6 1A 10' TV-1-T SP-1-T 2 4 14' 3' �
�� �� � �� TO ADJACENT CONTROLLER CABINETS (AS INDICATED). ,�� � 7 26--4-100 30' 45' 15' 15' 250 SV-1-T 2-MAS SP-1-T 2 4 13' 3' Meadows Pkwy o
MOUNT SHALL BE TYPE 8 WITH TAMPER PROOF SCREWS, 5 X 7 1/2 -R10-3b (CMUTCD) ' r � a
SIGNS AND ADA "BULLDOG" PUSH BUTTONS. J � 'v�3 8 1A 10' - - - - TV-2-T - SP-1-T 4 1 14' 3'
11 . ALL PRE-EMPTION EQUIPMENT SHALL BE TOMAR 3140 SERIES WITH SELF TEST � ! `�x AL POTHOLE MAST ARM POLE LOCATIONS PRIOR TO ORDERING POLES. �k�k (SEE DETAIL "8") �k (SEE DETAIL "C") Q
DETECTOR OR CITY APPROVED EQUAL. ALL EVPE OPTICAL DETECTORS SHALL BE � j ' � SIGN MESSAGE SHALL BE APPROVED BY THE CITY PRIOR TO FABRICATION. �
MOUNTED ON SIGNAL MAST ARM BY CLAMPING METH00, PRIOR TO INSTALLATION, THE '
ENGINEER OR DESIGNATED REPRESENTATIVE SHALL DETERMINE THE EXACT LOCATION OF
N THE FIELD. IMPORTANT NOTICE UNDERGROUND STRUCTURES J
DETECTOR I ' '
SECTION 4216-'1217 OF THE GOVERNMENT ALL UNDERGROUND UDU11E3 OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE p
SERVICE ADDRESS CODE REQUIRES A DIG ALERT IDENTIFICATION RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCAl10N AND %TENT, nye owrr� BY acccvnNo /
PLANNING ■ D E 91 O N � CDN 9TR U CTI O N ' H c j FURNISH AND INSTALL 3 PVC SCHEDULE 80 NUMBER BE ISSUED BEFORE A THESE VOWS OR PROCEEDING Wlhl IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO �
J ' N N CONDUIT, 12 PAIR #19 SIC AND PULL ROPE 'PERMIT TO EXCAVATE' WILL BE VALID HOLO UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXl3TENCE Of UNDERGROUND UilUT1ES �
FOR YOUR DIG ALERT ID NUMBER CALL OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: THE (n
TRAFFIC SIGNAL.: � TO CONTROLLER CAB 1 NET AT TEMECULA PARKWAY U N O E R G R O U N D SERVICE ALERT CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U71UilE3 OR SiRUC1URES Z
2� � 20 40 60 TOLL FREE 1 —800-422—Q1 33 SHOWN AND ANY OTHER UTILITIES OR S7RUCiURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S a
� . . 40810 COUNTY CENTER DRIVE (APPROX. 1 ,450' CL TO CL) TWO WORKING DAYS BEFORE YOU DIG. RESPONSIBILITY TO NOTIFY THE OWNERS OF 1H[ UilUilE3 OR STRUCTURES CONCERNED BEFORE STARTING WORK. �
TEMECULA,CALIFORNIA 92591-4879 LIGHTING: WITH No.6 PULL BOXES AT 200' SPACING
C O N S U LTI N D 851.878.8042 a FAX 961.878.7240 • www.RBF.com SCALE: 1 "=20'
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �� s�� DESIGNED BY DRAWN BY CHECKED BY REVIEWED BY: t,� DATE: � ���� CITY
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�r��pS A• O,Q l� RECOMMENDED BY: � �s�;0 DATE: _
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HORIZONTAL y� ��N� PLANS P ARED LINO THE SUPERVISION OFDATE: R TRAFFIC SIGNAL PLAN �
AS NOTED � No. 57$35 � 9/2/�o ACCEPTED BY: ` .; � � Q
W Exp. 12-31-11 ,� DATE: GREG BUTLER, DIRECTOR OF �;r-''' ,....,. ,r�,>p MEADOWS PARKWAY AT CAMPANULA WAY F"
INSPECTOR
VERTICAL ��► %,,,% CA OS A. ORT I Z PUBLIC WORKS / CITY ENGINEER d'� .. : Q
�9 erv��' 12/31/1 1 R.C.E. NO. 47109 � "198$"' TRACT MAP 24182 / 24183 i
DATE COMPLETED NSA j QF �A�,��i� R.C.E. NO. 57535 EXPIRES: ��. �oQ 2 OF 2 SHEETS