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L686 - L781
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L686 - L781
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Last modified
3/29/2024 11:01:34 AM
Creation date
1/22/2016 6:30:48 PM
Metadata
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Template:
Large Plans - LP
Project
Lower Sacramento Road Improvements Harney Curve Project
Limits
Between Armstrong Road and 300 Feet North of Harney Lane
Year
2005
Project Engineer
Michael Sanchez
Roads Worked
Lower Sacramento Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
L686 - L781
Document Relationships
Extension Road (Formerly Sacramento Road Ext.)
(Message)
Path:
\VAULT MAPS\*CARD CATALOG*\E
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GENERAL NOTES <br /> 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST STEADY DEMAND SEQUENCE <br /> VERSION OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS, THE <br /> LATEST VERSION OF THE CITY OF LODI STANDARD PLANS, CALTRANS <br /> STANDARD PLANS AND SPECIFICATIONS DATED JULY 2002, AND THE C'4 ' <br /> SPECIAL PROVISIONS. 1 I <br /> W <br /> 2. THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO COMMENCING <br /> = 08 <br /> CONSTRUCTION, HE IS RESPONSIBLE FOR CONTACTING ALL UTILITY -- -- Ol <br /> COMPANIES FOR VERIFICATION AT THE CONSTRUCTION SITE OF THE DH rO <br /> LOCATIONS OF ALL UNDERGROUND AND OVERHEAD FACILITIES WHERE SUCH z 17 (T) 03 <br /> FACILITIES MAY CONFLICT WITH PLACEMENT OF IMPROVEMENTS SHOWN ON <br /> THIS PLAN. CALL "UNDERGROUND SERVICE ALERT" AT 800-227-2600 48 08 Ol 4 <br /> HOURS PRIOR TO ANY EXCAVATION. 17 ! 0- 04 '� N <br /> 3. THE LOCATION OF ALL PULL BOXES, CONDUIT AND OTHER EQUIPMENT (T) s F- 07 / <br /> SHOWN ON THIS PLAN ARE APPROXIMATE AND MAY BE CHANGED TO SUIT <br /> Z o-�4P 05 02 � b <br /> FIELD CONDITIONS AS DIRECTED BY THE ENGINEER. W Q <br /> 0� <br /> LLI I <br /> CL <br /> 4. ALL DETECTOR LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FRONT I I 3: <0 04—� 05 <br /> LOOP DETECTORS SHALL BE LOCATED NO MORE THAN 1 FOOT FROM THE ato I 0 �'� o— _ —0 <br /> STOP BAR. - Dy ' J (� 04P <br /> 5. THE CONTRACTOR SHALL CONTACT PG&E TO VERIFY OVERHEAD FACILITIES 18 a <br /> CLEARANCE REQUIREMENT PRIOR TO COMMENCING ANY CONSTRUCTION. <br /> PROPOSED PHASE DIAGRAM <br /> 6• LOOP DETECTORS SHALL BE INSTALLED PRIOR TO FINAL PAVEMENT LIFT. �R73-2(CA) <br /> DH <br /> EV(A) = 02+05 <br /> 7. THE CONTRACTOR SHALL REMOVED AND SALVAGE COMPLETE FLASHING EV(B) = 04+07 <br /> BEACON SYSTEM IN THE FIELD. (T) EV(A) EV(C) = 01+06 <br /> LEGEND 19 9 I �� -x — D3 (HARNEY) EV(D) = 03+08 <br /> 06' \ 02 L� <br /> FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION DETECTOR Oi 02 <br /> ON TOP OF SIGNAL HEAD. SEE CALTRANS STANDARD PLAN ES-4E. \ �- - ! R9-3a PPB(02P) , <br /> �� TO <br /> —L <br /> 85 TO 320 <br /> OFFSET 10 LT LIMIT LINE LIMIT LINE <br /> 17 <br /> EV(A) EMERGENCY VEHICLE PRE-EMPTION (CHANNEL A) _� 6(T) R9-3 11 a , STA. 561+12 6� <br /> _.._ <br /> R9-3a <br /> STA_ 560+79 <br /> _ ... _ (T) - <br /> 05 <br /> OFFSET 10' LT I"I OBJ? , 08El 12 <br /> D3 LOWER <br /> - H <br /> vv <br /> 4} ( SACRAMENTO) ) -_ - .. <br /> i _ <br /> _ 77 <br /> _ <br /> OFFSET5}5LT' 08 L STA.- _10�f <br /> _ .... ` Ev(D) %OFFSET 5.�€ T .� STA` 1�+ �$-2 HARNEY LANE DH - ExT. � � is - <br /> _.... OFFSET 5.5 LT - - _ -,�... _ _ ..._ -_ 08-1 FB <br /> 03 i 1 D -- .. _. _..___._ -....._ <br /> 077-1.... _ ... 07 . . A... . ... . <br /> H <br /> r: <br /> EXT.....04-1__ DH <br /> 16 _ .. <br /> Q.. DH 04- -04 R73-3(CA) ` ST�4 .11.9+7_�_ � 1D (TYP.) <br /> ......._ ., r.... <br /> tfSET--S 5 RT .. ...._ <br /> Y __._ . . ,� STA. 559+93 _..... <br /> _ ..... <br /> __ _. <br /> �� <br /> FBCA 1-� OFFSET 10 RT 04P -.. ..... . . <br /> W3-3a 12 (T) I;I 1 ! �T) 034: . - _ _._ <br /> L'J � D3 (LOWER 'SACRAMENTO) <br /> __�. _ ._ _ -... . .. ... <br /> n <br /> . _ <br /> -'� PROJECT NOTES, <br /> R9-3a — % , � �, ,° 04P 06 06 01 p; -PPB(02P) <br /> 14 FA : RC G - _. - �., ❑1 FURNISH AND INSTALL 2"C, 1 DLC, 2#10. <br /> PPB(04P) 06 �� <br /> 6 <br /> L300' TO 185' TO O �` ❑2 FURNISH AND INSTALL 2"C, 2 DLC, 2#10. <br /> �� -- <br /> LIMIT LINE EV(C ' PPB(04P) <br /> LIMIT I E AB F <br /> ❑ PEU ❑3 FURNISH AND INSTALL 2"C, 3 DLC, 2#10. <br /> ^ R73-2(CA) El El „ <br /> TYPE A , " • D3 HARNEY 02 ® FURNISH AND INSTALL 2"C, 2#6 (SIGNAL POWER), 2#8 (LIGHTING), 3#14 (PEU). 2#10 <br /> DETECTOR LOOP - SEE LIMIT LINE ❑ ) - (FLASHING BEACON). <br /> ON THE PLAN DILATED 6 �r2 RCt D❑H `- (T) <br /> PG&E <br /> SERVICE POINT OVERHEAD _ <br /> STATIONING AS IN � L°1 <br /> % OV (NOT YET DETERMINED) 11 FURNISH AND INSTALL 2"C, 5 DLC, 2#10. <br /> 13 10 10' 102 / LOAD: t700W TRAFFIC SIGNAL (METERED) 6 FURNISH AND INSTALL ECONOLITE ASC 2S CONTROLLER IN TYPE P CABINET WITH MEYERS <br /> 7 ❑ / 4-250W HPS LUMINAIRES (UNMETERED) BATTERY BACK-UP SYSTEM OR APPROVED EQUAL. DOOR OF CONTROLLER CABINET SHALL <br /> LEFT-TURN LANE <br /> - CROSSWALK LINE 16' r 9 . CONSTRUCT 10x6 x4 P.C.C. <br /> FACE EAST <br /> -TYPE D DETECTOR LOOP rf 10 �� 1p .a ❑7 FUVISF�AND INSTAL�� TYPE III-�qF SERVICE CLOSURE. PROVIDE ITEMS No. 1 THROUGH <br /> THROUGH LANE s �, , Q3} , Q� THROUGH t�7 AND (2( THROUGH PER CALTRANS STANDARD PLN ES-2D. <br /> a S STANDARD PLANES-2C ARD ES-2D FO DETAILS. DOOR SHALL FACE EAST. <br /> ® REMOVE EXISTING LUMINAIRE AND OVERHEAD WIRES MOUNTED ON WOOD POLE BY PG&E. <br /> THROUGH LANE - 6FURNISH AND INSTALL 2"C, 1 PULL ROPE. THE CONTRACTOR SHALL CONTACT PG&E FOR <br /> ❑ SERVICE CONNECTION. <br /> 1 1 /2"C <br /> 6' , ' ` DH 15 FURNISH AND INSTALL 2"C, 3#10. <br /> 10 FURNISH AND INSTALL 2"C, 3#1. <br /> DIRECTION OF TRAVEL � � ��,, <br /> do/� 16 INSTALL FULL CIRCLE VISOR FOR 11 FURNISH AND INSTALL 2" RIGID HOT DIPPED GALVANIZED STEEL CONDUIT RISER AND <br /> FLASHING BEACON. EXTEND UP WOOD POLE 10 FEET. PLACE A PULL ROPE IN THE CONDUIT AND RISER PER <br /> TYPICAL DETECTOR LOOPS LAYOUT " (T) '� ' PG&E'S REQUIREMENTS. <br /> �� � � � � 17 FURNISH AND INSTALL 2"C, 2 DLC. <br /> NO SCALEIcaV <br /> ' 12 FURNISH AND INSTALL 2"C, 2#10. <br /> NOTE: 18 FURNISH AND INSTALL 2"C, 3 DLC. <br /> W3 3Q- 13 INSTALL VEHICLE SIGNAL HEAD 17' <br /> 1. DETECTOR LOOPS SHALL BE LOCATED _ 15 ! 19 FURNISH AND INSTALL 2"C, 5 DLC. ABOVE GRADE. �ltOf6SSlOpA! <br /> IN CENTER OF TRAVEL LANE. 16 — 12 14 REMOVE AND SALVAGE EXISTING REGISTERED CIVIL ENGINEER <br /> 2. CONDUITS BETWEEN DETECTOR H�4NDHOLE L 'Y o <br /> Q ` FLASHING BEACON SYSTEM KIN Y. CHAN s <br /> AND PULL BOX SHALL BE 1 1/2 . ,'� /� INCLUDING TYPE II SERVICE CABINET. <br /> F A- ' n� 5/20/05 No, 55391 <br /> DESIGN SPEED ON LOWER SACRAMENTO ROAD = 50mph VV3 3a_, " ' PLANS APPROVAL DATE <br /> \\ �� Exp. CIVIL 06 <br /> 16 Y&Cp A1MOOMLT� Mon sfr ��• <br /> DESIGN SPEED ON HARNEY ROAD EASTBOUND = 35mph Y OK <br /> DESIGN SPEED ON HARNEY ROAD WESTBOUND = 45mph NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY �S'`, ��(oie}iee-eooe 'F �F <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> SH—YEA CHOONG 5/05 s COUNTY OF SAN JOAQUIN SCALE 1 "=20' SIGNAL AND LIGHTING LOWER SACRAMENTO ROAD WIDENING HE SHEETS <br /> VINCENT FUNG s/o5 KIN CHAN 5/05 y 111I! p 1'or HARNEY LANE/LOWER SACRAMENTO ROAD E-1 (HARNEY CURVE REALIGNMENT) 93 9E <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE to FOR REDUCED PLANS ORIGINAL �I�I�I� <br /> $� SCALE IS IN INCHES <br />
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