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GENERAL NOTES.
<br />CCO 29 - SUPPLEMENT 1 SHEET 6 OF 6
<br />1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST
<br />CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED 2010 AND ❑ ,� __
<br />SUBSEQUENT NEW AND REVISED STANDARD PLANS.
<br />f, RC
<br />2. THE CONTRACTOR 1S HEREBY NOTIFIED THAT PRIOR TO COMMENCING 00 Tom' �_
<br />CONSTRUCTION, HE IS RESPONSIBLE FOR CONTACTING ALL UTILITY AB - AB
<br />COMPANIES FOR VERIFICATION AT THE CONSTRUCTION SITE OF THE
<br />LOCATIONS OF ALL UNDERGROUND AND OVERHEAD FACILITIES WHERE '� \ =" RS RC
<br />SUCH FACILITIES MAY CONFLICT WITH PLACEMENT OF IMPROVEMENTS-2 C, 2#10
<br />� 5 '� � j
<br />SHOWN ON THIS PLAN. CALL "UNDERGROUND SERVICE ALERT" AT / 6' x 10'`
<br />5
<br />800-227-2600 48 HOURS PRIOR TO ANY EXCAVATION. 0,6
<br />< z� CCO #29 - SUPPLEMENT 1 \ "
<br />3. THE LOCATION OF ALL PULL BOXES, CONDUIT AND OTHER EQUIPMENT
<br />SHOWN ON THIS PLAN ARE APPROXIMATE AND MAY BE CHANGED TOr
<br />SUIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. <�� o DH LOOPS IN THRU LANES RECUT TO MATCH RS ��
<br />[� j f l 1 J
<br />� /\ , SHIFTED LIMIT LINE. SEE SHEET E-1 FOR 11
<br />\,
<br />4. THE CONTRACTOR SHALL CONTACT PG&E TO VERIFY OVERHEAD 13 -- 7 ?'C 1 DLC, 2#10 '�` LOOP LOCATIONS IN RIGHT TURN LANE. F51
<br />FACILITIES CLEARANCE REQUIREMENT PRIOR TO COMMENCING ANY r
<br />CONSTRUCTION.
<br />5. THE CONTRACTOR MUST MAINTAIN THE EXISTING FLASHING BEACON >, Q �, �i L2
<br />SYSTEM IN OPERATION DURING THE STAGE CONSTRUCTION. <� 9 `` , G7-1(MCHenry Ave)(CA) REMOVE EXISTING FLASHING BEACON SYSTEM
<br />CONTRACTOR MUST SUBMIT TEMPORARY ELECTRICAL PLANS TO c�
<br />COUNTY FOR APPROVAL PRIOR TO ANY STAGE CONSTRUCTION WORK. R/W \ ��� k SCALE: 1" = 50'
<br />04 46*
<br />00000� �� __ L H SEE LIGHTING CHANGES
<br />PROJECT NOTES
<br />04 �� ON SHEET E-1 S1. RAW 450' TO
<br />�� LIMIT' LINE
<br />1 FURNISH AND INSTALL MODEL 2070E CONTROLLER ASSEMBLY
<br />2 7 '0 .-� 6 405' � TO
<br />❑ \ r -. LIMITS LINE
<br />WITH MODEL 332 CABINET AND BATTERY BACKUP SYSTEM AND R W 9
<br />Fq_1-LJ\ 5
<br />McCAIN 2033 SOFTWARE OS-9 REAL-TIME OPERATING SYSTEM. % 1 7 - EDi ,__ __��g -,,� 2 C, 5 DLC, Z#10
<br />THE CONTRACTOR MUST SUBMIT CERTIFICATES OF COMPLIANCE
<br />FOR THE CABINET AND BATTERIES TO ENGINEER. FRONT DOOR 10 �8 R/W
<br />EVUDd
<br />SHALL FACE NORTH. � 6
<br />G7-1(East River Rd)(CA)--- 9 03 y �8 _ 6 2"C, 2 DLC, 2#10
<br />[2] 120/240 V, 10, 3-WIRE, TYPE III-AF SERVICE EQUIPMENT 06 1�1 03 05 ; ► 06
<br />ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: R73-3(CA)' DH-
<br />J 8 - 2"C, 2#10
<br />AMPERES VOLTS POLES NAMEPLATES METER PHOTOELECTRIC _ �6 6J4L 0 6J2L
<br />CONTROL TYPE 1+00 43+00 ' _-� 44+00 45+0w
<br />100 240 3 MAIN BREAKER YES/NO - I ! E\!LIDc 2' J��-� � �
<br />R73-3 CA -- I ► E]6J4U[DH 6J2U
<br />50 120 1 TRAFFIC SIGNAL YES - � 14' SEE LOOP CHANGES cP �
<br />15 120 1(4) FLASHING BEACON YES - McHENRY AVENUE 5J9U 0 ON SHEET H G' I 119U
<br />J��� o 5
<br />20 120 1 SPARE YES —
<br />I 13'
<br />s i �,2
<br />212U DH R73-3(CA)
<br />8 214U L'
<br />30 240 2 HIGHWAY LIGHTING NO V 8] 11
<br />, 12_
<br />- - I g 6
<br />EVUDa
<br />15 120 1 LIGHTING CONTROL NO - 2"C, 2#10
<br />212E� 13 214E ✓� J F
<br />20 120 1 SPARE NO - 9 a WL
<br />01
<br />G7-1(East River Rd)(CA)
<br />3 SPACE - - 9 9 r ,�� = •
<br />4- FOUR 1 12 M2"C, 5 DLC, 2#10 �2 6@
<br />( ) OU POLE CB AEVUDb 2 C, 4 DLC 07A7
<br />2 C, 2 DLC, 2#10. R W R/W
<br />F3] 3 C, MT. THE CONTRACTOR SHALL COORDINATE WITH PG&E FOR 405' 4T�_ /
<br />SERVICE CONNECTION. 450' TO LIMIT LINE 11 ' 04 6 6(E) 1
<br />--- 6
<br />p
<br />a LIMIT LINE A
<br />2"C, 3#2 (SERVICE). ❑ 2
<br />5 COORDINATE WITH PG&E TO REMOVE LUMINAIRE AND OVERHEAD
<br />DH
<br />WIRES FROM EXISTING WOOD POLE. STEADY DEMAND SEQUENCE E 6 4
<br />�8
<br />06 6 \� 11
<br />F6] 3"C, 2#6 (CONTROLLER), 2#8 (LIGHTING), 8#10 (FB). �7 �` �- 4�� ��
<br />04 � - � o V _ PG&E SERVICE POINT
<br />G7-1(MCHenr Ave)(CA) 2"C, 1 DLC, 2#10 (120/240 V) (TO BE DETERMINED)
<br />❑7 INSTALL TYPE 1 CONDUIT INSIDE THE BARRIER. �1 Y �
<br />07 R73-3 CA LOAD:
<br />® INSTALL PREFORMED INDUCTIVE DETECTOR LOOPS. 4�1 06 ( ) G -)3 1000 W TRAFFIC SIGNAL (METERED)
<br />-4
<br />—
<br />�p �134 165 W LED Lum (UNMETERED)
<br />❑g INSTALL 1-A SIGNAL POLE ON BARRIER. SEE STRUCTURE PLAN �5 OR ` OR �4 q�g
<br />r p
<br />FOR FOUNDATION DETAIL. 02 LOOPS RECUT IN LEFT LANE \ a' -2 C, z �.
<br />03
<br />Fol INSTALL TRAFFIC SIGNAL POLE ON BRIDGE STRUCTURE. SEE 05 A TO MATCH NEW LIMIT LINE. o �G 1 DLC,�. �,
<br />7 2#10
<br />BRIDGE STRUCTURE PLAN FOR FOUNDATION DETAIL. p8 , o cC ��
<br />No-CCO #29 -SUPPLEMENT \ - Z
<br />11 INSTALL No. 2 PULL BOX PER PG&E REQUIREMENT. COORDINATE 02 03 DH
<br />WITH PG&E FOR SERVICE CONNECTION.
<br />f McHenry Ave Corridor Improvement Project �' 6' x 10' - -2 C, 2#10 =
<br />12 INSTALL TYPE 1 A POLE ON BARRIER. SEE STRUCTURE PLAN PROPOSED PHASE DIAGRAM Co
<br />FOR FOUNDATION DETAIL. AS-BUILT
<br />EVUDa = 02 + 05 � G
<br />F13] INSTALL PULL BOX EVERY 200'. EVUDb = 04 + 07
<br />Resident Engineer - Mauricio Rivera, P.E.
<br />SURVEY
<br />DATUM:
<br />FILE No.:
<br />EVUDC = 01 + O6 - 9/28/2021
<br />EVUDd = 03 + 08 Revisions By
<br />REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE P Q N SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING
<br />1 "= 20' K W 10 5 16 T _, �oG TRANSPORTATION DIVISION
<br />Realign loop detectors, Sta. 43+05 to 43+75 DUF 01/2018 HORIZONTAL: DRAWN: / / P E'1
<br />Revise pole type. Sta. 39+20 KC 03/07/18 VERTICAL: Y. y & C TRANSPORTATION CONSULTANTS, INC. Q SKIN Y. CHAN
<br />KC 10/5/16 &° 3250 RAMOS CIRCLE V) -� McHENRY ENT 1 No. 55391 OF
<br />Recut River Rd loops to match Limit Lines DUF 2/27/20 DESIGNED: n
<br />p I I I I I D K Y 10 5 16 ' C�, SACRAMEN T0, GA 95827 I I� .
<br />CHECKED: / / (916) 366-8000 FAX: (916) 366-8008 • �. � • � Exp. 12/31/16 * E-2
<br />INCHES , SIGNAL AND LIGHTING �, CIVIL ,�. SHEET
<br />0 tl 20 30 40 IC APPROVED: ql.; - N �P -!r� O C�
<br />I MILLIMETERS R
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