My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
M590 - M778
PublicWorks
>
VAULT MAPS
>
Large Plans - LP
>
Drawer M
>
M558 - M
>
M590 - M778
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/13/2025 9:36:09 AM
Creation date
4/25/2025 9:47:25 AM
Metadata
Fields
Template:
Large Plans - LP
Project
McHenry Avenue Corridor Improvements
Limits
1487' South of River Road to 190' South of Jones Avenue
Year
2016
Project Engineer
R. Gibson
Roads Worked
McHenry Ave.
Red Lines
Yes
Federal #
STPL-5929(196), BRLS-5929(166), BRLS-5929(167), CML-5929(247)
Supplemental fields
Classification
As-Builts
Cross Ref
M558 - M778
Type
Corridor Improvements
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
192
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
CCO32- Sheet 2of3 <br />GENERAL NOTES: McHenry Ave Corridor Improvement Project <br />1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST - �, ETHIS:SHEET ACCURATE FOR LIGHTING <br />CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED 2010 AND AS BUILTSUBSEQUENT NEW AND REVISED STANDARD PLANS. Resident En ineer - Mauricio Rivera. P.E.EE ALSO SHEETS E-1, E-1 r1. <br />9 � <br />2. THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO COMMENCING Revisions By !2�- _9/28/2021 o <br />CONSTRUCTION, HE IS RESPONSIBLE FOR CONTACTING ALL UTILITY 0 <br />COMPANIES FOR VERIFICATION AT THE CONSTRUCTION SITE OF THE <br />LOCATIONS OF ALL UNDERGROUND AND OVERHEAD FACILITIES WHERE \, __ <br />SUCH FACILITIES MAY CONFLICT WITH PLACEMENT OF IMPROVEMENTS 2 C, 2#10 <br />SHOWN ON THIS PLAN. CALL "UNDERGROUND SERVICE ALERT" AT - 6' x 10' <br />800-227-2600 48 HOURS PRIOR TO ANY EXCAVATION. , 6G <br />3. THE LOCATION OF ALL PULL BOXES, CONDUIT AND OTHER EQUIPMENT <br />SHOWN ON THIS PLAN ARE APPROXIMATE AND MAY BE CHANGED TO <br />SUIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. <�o DH <br />4. THE CONTRACTOR SHALL CONTACT PG&E TO VERIFY OVERHEAD 13 - 2'C, 1 DLC, 2#10 <br />FACILITIES CLEARANCE REQUIREMENT PRIOR TO COMMENCING ANY 1 <br />CONSTRUCTION. <br />5. THE CONTRACTOR MUST MAINTAIN THE EXISTING FLASHING BEACON <br />SYSTEM IN OPERATION DURING THE STAGE CONSTRUCTION. <�° <br />CONTRACTOR MUST SUBMIT TEMPORARY ELECTRICAL PLANS TO R/W <br />COUNTY FOR APPROVAL PRIOR TO ANY STAGE CONSTRUCTION WORK. <br />DH]" ; <br />1 <br />PROJECT NOTES= H 04 <br />2 7 00 <br />FURNISH AND INSTALL MODEL 2070E CONTROLLER ASSEMBLY <br />WITH MODEL 332 CABINET AND BATTERY BACKUP SYSTEM AND R/W 9 9 <br />MCCAIN 2033 SOFTWARE OS-9 REAL-TIME OPERATING SYSTEM. V171 - DH <br />THE CONTRACTOR MUST SUBMIT "CERTIFICATES OF COMPLIANCE" 10 9 <br />04� <br />- A4 <br />I1 <br />G7-1(MCHenry Ave)(CA) <br />�14 <br />e <br />FOR THE CABINET AND BATTERIES TO ENGINEER. FRONT DOOR 08 <br />SHALL FACE NORTH. \ \G ` %EVUDd <br />G7-1(East River Rd)(CA) g 03 08 <br />0 120/240 V, 10, 3-WIRE, TYPE III-AF SERVICE EQUIPMENT �6 ��'��' I 03 , <br />ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: R73-3(CA)/ <br />PHOTOELECTRIC 46® <br />AMPERES VOLTS POLES NAMEPLATES METER CONTROL TYPE 1+00 43+00 44+00 <br />100 240 3 MAIN BREAKER - NO YES/ � I 2' � � - <br />R73 EVUDc <br />CA) -3 __ _ (s <br />06 <br />( <br />50 120 1 TRAFFIC SIGNAL YES - �i 14' <br />15 120 1(4) FLASHING BEACON YES - McHENRY AVENUE 5J9U \ of <br />20 120 1 � SPARE YES - <br />2I2U ® 2I4U\ q \ <br />30 240 2 HIGHWAY LIGHTING NO V \ <br />15 120 1 LIGHTING CONTROL NO - 2"C, 2 10 7 212E 214E <br /># ❑[13] <br />J- -' F <br />20 120 1 � SPARE NO - \ 9 <br />01 <br />- - 3 I SPACE - - <br />4 - FOUR 1 12 <br />( ) POLE CB �7 2"C, 5 DLC, 2#10 - <br />" , � 2 C, 2 DLC, 2#10. <br />[3] 3 C, MT. THE CONTRACTOR SHALL COORDINATE WITH PG&E FOR 405' TO <br />SERVICE CONNECTION. 450' PTO _LIMIT LINE 11 <br />F4 2"C, 3#2 (SERVICE). LIMIT"LINE <br />[-5] COORDINATE WITH PG&E TO REMOVE LUMINAIRE AND OVERHEAD STEADY DEMAND SEQUENCE <br />WIRES FROM EXISTING WOOD POLE. <br />© 3"C, 2#6 (CONTROLLER), 2#8 (LIGHTING), 8#10 (FB). '� �6 b7 <br />04 - <br />77 INSTALL TYPE 1 CONDUIT INSIDE THE BARRIER. rol G7 1(McHenry Ave)(CA) <br />INSTALL PREFORMED INDUCTIVE DETECTOR LOOPS. 06 <br />4�7 � � R73-3(CA) <br />0F8 <br />INSTALL 1-A SIGNAL_ POLE ON BARRIER. SEE STRUCTURE PLAN �5 q,1 . OR OR 04 08 <br />FOR FOUNDATION DETAIL. 02 4*\ y <br />10 INSTALL TRAFFIC SIGNAL POLE ON BRIDGE STRUCTURE. SEE 05 03 1 A <br />BRIDGE STRUCTURE PLAN FOR FOUNDATION DETAIL. 08 <br />s <br />11 INSTALL No. 2 PULL BOX PER PG&E REQUIREMENT. COORDINATE 02 03 <br />WITH PG&E FOR SERVICE CONNECTION. <br />F12] INSTALL TYPE 15-FBS POLE ON BARRIER. SEE STRUCTURE PLAN PROPOSED PHASE DIAGRAM SEE SHEETS E-1 AND <br />FOR FOUNDATION DETAIL. EVUDa = 02 + 05 E-1 r1 FOR LOOP AND <br />13 INSTALL PULL BOX EVERY 200'. EVUDb = 04 + 07 LIMIT LINE DETAILS. <br />EVUDc = 01 + 06 <br />14 INSTALL SIGNAL POLE WITHOUT LMA. CUT SIGNAL POLE TO 17' 1 EVUDd = 03 + 08 <br />HEIGHT. INSTALL RE:MOVEABLE RAIN TIGHT CAP. <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE <br />DATUM: 1. MODIFY SIGNAL AND LIGHTING KC 10/15/19 1 =20 KW 10 5 16 '°� <br />HORIZONTAL: DRAWN: / / <br />Y Y&C TRANSPORTATION CONSULTANTS, INC. <br />VERTICAL: KC 10/ 5/ 16 <br />DESIGNED: & 3250 RAMOS CIRCLE <br />I I i DKY 10/5/16 C SACRAMENTO, CA 95827 <br />INCHES CHECKED: (916) 366-8000 FAX: (916) 366-8008 • • <br />c P <br />0 10 210 30 ai 50 APPROVED: ..N � <br />FILE No. : MILLIMETERS F o R <br />Y <br />� F JC <br />1 rl <br />A81 AB <br />RS <br />51 <br />AB <br />R S <br />F 5] <br />REMOVE EXISTING FLASHING BEACON SYSTEM <br />SCALE: 1 " = 50' <br />L/ _ 450' TO <br />LIMIT' LINE <br />405'^ TO <br />LIMIT' LINE <br />2"C, 5 DLC, 2#10 <br />R/W <br />6\2"C, 2 DLC, 2#10 <br />06 <br />_ - -- 2"C, 2 10 <br />G 6Jm # <br />45+`0T k� \ 6J4L 0 <br />\� \ 6J4U DH , 6J2U <br />iI <br />05 119U <br />13' - --_. <br />02 DH R73-3(CA) <br />Ar, 12' <br />EVUDa <br />G7-1(East River Rd)(CA) <br />6@ <br />A <br />R/W <br />R/W <br />Fil <br />P <br />- <br />--- -- `-' -- -PG&E SERVICE POINT_ <br />2"C, 1 DLC, �2#10 LOAD 240 V) (TO BE DETERMINED) <br />1000 W TRAFFIC SIGNAL (METERED) <br />13 ;, 51A-165 W LED Lum (UNMETERED) <br />,Cb <br />Z�\\y <br />1 DLC, �" <br />o <br />2#10 <br />c <br />--2 2#10 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />TRANSPORTATION DIVISION <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />SIGNAL AND LIGHTING <br />AN <br />No. • <br />#\ Exp. 12/31/16 l*]1 E-2 <br />\�<���eOF <br />CV�SHEET <br />cA��F `� 93 OF176 <br />
The URL can be used to link to this page
Your browser does not support the video tag.