4515_00_C_PLANS_Streetlights_Coyle_Hillsdale_Watt.pdf

PDF 8 MB Posted

Attached to
Household Hazardous Waste Services
Solicitation number
4515
Issued by
Los Angeles County, San Francisco City, California

About this file

Written by GovTribe AI ·

The document is a comprehensive set of technical "C" plans for streetlight installation prepared by the Sacramento County Community Services Agency Department of Transportation. The project involves streetlight improvements on three roadways: Coyle Avenue (from Woodleigh Drive to Dewey Drive), Hillsdale Boulevard (from Frizell Avenue to McCloud Drive), and Watt Avenue (from Elkhorn Boulevard to 700' north of Elkhorn Boulevard). The project is a federal aid project with the identification number HSIPL 5924(245), and the contract number is 4515. The plans include detailed lighting plans, conduit and conductor schedules, pole and equipment schedules, construction details, and median fencing plans across multiple sheets.

The technical drawings specify the installation of LED streetlights with varying pole heights (25'-0" to 28'-6") and mast arm lengths (8' to 10'), along with associated electrical infrastructure. The project includes provisions for service cans, electrical transformers, conduit installations, and median fencing. The plans provide granular details on pole locations, electrical circuitry, grounding requirements, and construction notes. Utility representatives from various local utilities are listed, indicating coordination with existing infrastructure providers. The project appears to be funded through a federal aid program and is part of Sacramento County's transportation infrastructure improvement efforts.

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OF

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SURVEY:

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SIGNATURE/EXP DATE

AutoCAD SHX Text C67992

AutoCAD SHX Text 6/30/2023

AutoCAD SHX Text S501

AutoCAD SHX Text 1/2020

AutoCAD SHX Text P:\SHARED FOLDERS\PROJECTS\STREETLIGHTS ON COYLE AVE, HILLSDALE BLVD, AND WATT AVE\AUTOCAD\PLAN SHEETS\B PLANS\4515 04-1R CD.DWG Last Saved: 2/15/2022 5:05 PM Galluccib Last Saved: 2/15/2022 5:05 PM Galluccib2/15/2022 5:05 PM Galluccib GalluccibGalluccib

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SN/JTE

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BG/JTE

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JTE

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AS SHOWN

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NA

AutoCAD SHX Text 18"

AutoCAD SHX Text "Y"

AutoCAD SHX Text "Y"

AutoCAD SHX Text "Y" =

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DIMENSION FROM BACK OF CURB TO CENTER OF POLE.

AutoCAD SHX Text "Y" =

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DIMENSION FROM BACK OF CURB TO CENTER OF POLE.

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BACK OF SIDEWALK

AutoCAD SHX Text REMOVE ENTIRE SIDEWALK PANEL AT EACH STREET LIGHT LOCATION FROM THE NEAREST SCORE MARK ON EACH SIDE OF THE PROPOSED FOUNDATION

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USE DOWELS TO CONNECT EXISTING AND NEW IMPROVEMENTS PER STANDARD DETAIL 4-32

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EXISTING SIDEWALK SCORE MARK

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EXISTING CURB AND GUTTER

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BACK OF CURB

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USE DOWELS TO CONNECT EXISTING AND NEW IMPROVEMENTS PER STANDARD DETAIL 4-32

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BACK OF CURB

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EXISTING CURB AND GUTTER

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SIDEWALK

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CONDUIT

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BASE

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SET TOP OF FOUNDATION AT BOTTOM OF SIDEWALK

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POLE

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GRIND TO LIP IF EDGE OF TRENCH IS NOT AGAINST THE EDGE OF PVMT

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1 1/2" DEEP GRINDING AND PAVING

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CONDUIT DIA PLUS 2", MAX 24"

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CONCRETE BACKFILL

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14" MIN

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(ONLY TO BE USED PER DIRECTION OF THE ENGINEER IF UTILITY CONFLICT EXISTS)

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GRIND TO EDGE OF NEXT STRIPE OR 12" IF NO STRIPE EXISTS

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1/2022

CD2

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MEDIAN WITH COBBLE

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MEDIAN FENCE PANELS, TYP

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FENCING IN EXISTING MEDIAN

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MEDIAN PAVEMENT REMOVAL

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AutoCAD SHX Text P:\SHARED FOLDERS\PROJECTS\STREETLIGHTS ON COYLE AVE, HILLSDALE BLVD, AND WATT AVE\AUTOCAD\PLAN SHEETS\B PLANS\4515 04-3R CD.DWG Last Saved: 2/16/2022 1:25 PM Eslabonj Last Saved: 2/16/2022 1:25 PM Eslabonj2/16/2022 1:25 PM Eslabonj EslabonjEslabonj

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SN/JTE

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HY

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HY

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NA

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SAWCUT

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SAWCUT

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TYP.

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TYP.

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REMOVE (E) SIGNAL & INTERCONNECT CONDUITS, WHERE THEY OCCUR

AutoCAD SHX Text PLACE 6" MIN NEW HMA PAVEMENT FOLLOWING MEDIAN CURB REMOVAL. INSTALL NEW TYPE 4/4A CURBS ON (P) HMA PER LAYOUT PLANS

AutoCAD SHX Text REMOVE (E) MEDIAN CURBS, CONC, AND HMA 6" MIN BELOW (E) HMA SURFACE, OR TO BOTTOM OF (E) CURB, WHICHEVER IS DEEPER

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(E) ROADWAY SECTION

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A.C. FIN. SURFACE

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(P) 3" INTERCONNECT & SIGNAL CONDUITS

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(P) TYPE 4/4A CURB

AutoCAD SHX Text COBBLE RIVER ROCK, SIZE PER SPECIAL PROVISIONS. INSTALL AT VARIABLE LEVELS, HIGHER THAN TOP OF CURB. PACK TIGHTLY TOGETHER AND GROUT SPACES BETWEEN

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(E) STRUCTURAL SECTION

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1" MIN MORTAR BED LAYER

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CONC SLURRY SUB-BASE

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4" MIN

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2" NOTCH INSIDE OF MEDIAN (TYP)

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GAP SPACING

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AutoCAD SHX Text 1 " TUBULAR STEEL RAIL, PART OF PRE- 12" TUBULAR STEEL RAIL, PART OF PRE- ASSEMBLED 'MONTAGE PLUS MAJESTIC 3-RAIL SYSTEM BY AMERISTAR FENCE PRODUCTS, INC. OR APPROVED EQUAL. 3/4" SQ. 18 Ga. TUBULAR STEEL PICKETS, PART OF PRE-ASSEMBLED 'MONTAGE PLUS MAJESTIC' 3-RAIL SYSTEM WITH FLUSH BOTTOM OPTION (PICKETS DO NOT EXTEND BEYOND BOTTOM RAIL) BY AMERISTAR FENCE. OR APPROVED EQUAL. 2 " SQ. GALV. 16 Ga. TUBULAR STEEL POST. 12" SQ. GALV. 16 Ga. TUBULAR STEEL POST. FLAT MOUNT BRACKET ON END POST, MODEL: BX111 BY AMERISTAR, OR APPROVED EQUAL. FINISH SURFACE ELEVATION PROFILE IN MEDIANS MAY VARY. CONCRETE FOOTING- TO BE ENGINEERED AS PART OF CONTRACTOR'S SHOP DRAWINGS. EX. TOP OF CURB/ FIN. SURFACE IN PAVED SECTIONS. SEE LAYOUT PLANS. 3" x 3" 7 GAUGE SQ. POST SLEEVE POURED IN FOOTING. SEAL BOTTOM OF SLEEVE WITH DUCT TAPE TO PREVENT CONCRETE INTRUSION. 38" x 3 " STEEL BOLT & NUT. 12" STEEL BOLT & NUT. RING ORNAMENTATION ACROSS TOP.

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AutoCAD SHX Text MAINTAIN TOP OF FENCE LEVEL. ADJUST FENCE POST HEIGHT IN SLEEVES AS NEEDED. ALL JOINTS SHALL HAVE CONTINUOUS WELD AND GROUND SMOOTH. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.

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TYP.

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MIN.

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TYP.

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MIN.

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VARIES

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VARIES

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STEP

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VARIES

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VARIES

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WHERE SHOWN ON PLAN

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(P) A.C. FIN. SURFACE

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(P) INTERLOCKING PAVERS, RUNNING BOND PATTERN - SEE SPEC'S. SLOPE TO DRAIN

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2.5" TUBULAR STEEL FENCE POST. SEE LAYOUT PLANS & SPEC'S.

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(P) CONC SLURRY OR CLASS 2 AB COMPACTED TO 90%

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3" POST SLEEVE

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CONC. FENCE FOOTING

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* NOTE: OFFSET VARIES, SEE LAYOUT PLANS

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(E) MEDIAN CURB

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(E) A.C. FIN. SURFACE

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2.5" TUBULAR STEEL FENCE POST. SEE LAYOUT PLANS & SPEC'S.

AutoCAD SHX Text

INSIDE WIDTH VARIES

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(P) CONC SLURRY OR CLASS 2 AB COMPACTED TO 90%

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3" POST SLEEVE

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CONC. FENCE FOOTING

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* NOTE: OFFSET VARIES, SEE LAYOUT PLANS

AutoCAD SHX Text

(P) MEDIAN CURB

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(P) 3" INTERCONNECT & SIGNAL CONDUITS

AutoCAD SHX Text

(P) 3" INTERCONNECT & SIGNAL CONDUITS

AutoCAD SHX Text

1" - 1 1/2" MIX SAND LAYER, 90% COMPACTION

AutoCAD SHX Text

(P) INTERLOCKING PAVERS, RUNNING BOND PATTERN - SEE SPEC'S. SLOPE TO DRAIN

AutoCAD SHX Text

(E) MEDIAN CURB

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1" - 1 1/2" MIX SAND LAYER, 90% COMPACTION

AutoCAD SHX Text

PROTECT (E) SIGNAL & INTERCONNECT CONDUITS, WHERE THEY OCCUR

AutoCAD SHX Text

EXISTING HMA SURFACE

AutoCAD SHX Text

(E) ROADWAY SECTION

AutoCAD SHX Text REMOVE EXISTING HMA BETWEEN EXISTING MEDIAN CURBS TO A DEPTH OF 6" FROM TOP OF THE CURB. PROTECT EXISTING CURBS PROTECT EXISTING CURBS IN PLACE. (SEE MEDIAN FENCING SHEETS FOR MEDIAN TREATMENT BETWEEN CURBS)

AutoCAD SHX Text 01/15/22

AutoCAD SHX Text 11/30/23

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HORIZONTAL:

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INCHES

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FEET

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OF

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VERTICAL:

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CHECK:

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DESIGN:

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DRAWN:

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OF

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SURVEY:

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SIGNATURE

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RENEWAL DATE

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DATE

AutoCAD SHX Text S501

1/2020

COYLE AVENUE CONDUIT & CONDUCTOR SCHEDULE

AWG CIRCUIT

RUNS RUNS RUNS

#6 GROUND 1 1 1

#10

STREET LIGHTING 3

TOTAL #10 3

#12

STREET LIGHTING 3

TOTAL #12 3

#8

STREET LIGHTING 2

TOTAL #8 2

CONDUIT SIZE (IN.) 3 3 1

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COYLE AVE

CONSTRUCTION NOTES:

COYLE AVENUE POLE & EQUIPMENT SCHEDULE

STANDARD LUMINAIRE & MAST ARM POLE LOCATION* SIGN RELOCATION

NOTES

ID POLE TYPE HEIGHT LENGTH WATT TYPE STA Y SIGN # SIGN DESCRIPTION

L1A TYPE-A 25'-0" 8' 34 LED 113+67 (LT) 5'-4"

L1B TYPE-A 25'-0" 8' 34 LED 115+96 (RT) 5'-4"

L1C TYPE-A 25'-0" 8' 34 LED 118+63 (LT) 5'-4"

L1D TYPE-A 25'-0" 8' 34 LED 120+43 (RT) 5'-4"

L1E TYPE-A 25'-0" 8' 34 LED 123+37 (LT) 5'-4"

L1F EX TYPE-A 25'-0" 8' 34 LED 125+08 (LT) 5'-4"

L1G TYPE-A 28'-6" 10' 34 LED 127+19 (RT) 5'-4"

L1H EX TYPE-A 28'-6" 10' 34 LED 131+97 (LT) 5'-4"

SC1 SERVICE CAN INSTALL METERED (120/240V) STREET LIGHT SERVICE CAN

SP1 SERVICE POINT EXISTING TRANSFORMER TO 17"X30" SMUD PULL BOX 3

2 1

1 2

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BUS STOP

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6"SS

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6"SS

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6"SS

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6"SS

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6"SS

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6"SS

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6"SS

AutoCAD SHX Text G

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6"SS

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10" SD

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10" SD

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10" SD

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6"SD

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AutoCAD SHX Text W

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6"SS

AutoCAD SHX Text L1A

AutoCAD SHX Text L1B

AutoCAD SHX Text L1C

AutoCAD SHX Text L1D

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text C1

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6043 COYLE AVE

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6101 COYLE AVE

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6105 COYLE AVE

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6109 COYLE AVE

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6113 COYLE AVE

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6117 COYLE AVE

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6121 COYLE AVE

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6129 COYLE AVE

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6135 COYLE AVE

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6141 COYLE AVE

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6201 COYLE AVE

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6207 COYLE AVE

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6213 COYLE AVE

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6219 COYLE AVE

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6044 COYLE AVE

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6100 COYLE AVE

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6104 COYLE AVE

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6108 COYLE AVE

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6112 COYLE AVE

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6116 COYLE AVE

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6120 COYLE AVE

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6124 COYLE AVE

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6130 COYLE AVE

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6136 COYLE AVE

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6142 COYLE AVE

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6200 COYLE AVE

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6206 COYLE AVE

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6212 COYLE AVE

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6218 COYLE AVE

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BUS STOP

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SC1

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SP1

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6219 COYLE AVE

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6225 COYLE AVE

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5701 HESPER WY

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5700 HESPER WY

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6305 COYLE AVE

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6305 COYLE AVE

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6317 COYLE AVE

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6323 COYLE AVE

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6329 COYLE AVE

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6335 COYLE AVE

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6341 COYLE AVE

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6351 COYLE AVE

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6224 COYLE AVE

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6230 COYLE AVE

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5635 HESPER WY

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6300 COYLE AVE

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6306 COYLE AVE

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6312 COYLE AVE

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OF

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SIGNATURE/EXP DATE

AutoCAD SHX Text C67992

AutoCAD SHX Text 6/30/2023

AutoCAD SHX Text S501

AutoCAD SHX Text 1/2020

AutoCAD SHX Text P:\SHARED FOLDERS\PROJECTS\STREETLIGHTS ON COYLE AVE, HILLSDALE BLVD, AND WATT AVE\AUTOCAD\PLAN SHEETS\B PLANS\4515 06-1R L.DWG Last Saved: 2/17/2022 10:30 AM Eslabonj Last Saved: 2/17/2022 10:30 AM Eslabonj2/17/2022 10:30 AM Eslabonj EslabonjEslabonj

AutoCAD SHX Text M

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AutoCAD SHX Text FIRE HYDRANT WATER METER ELECTRIC TRANSFORMER GAS/WATER VALVE CATV PEDESTAL SEWER CLEANOUT EXISTING ROADSIDE SIGN RELOCATE EXISTING ROADSIDE SIGN TO STREET LIGHT PHOTO ELECTRIC CELL

AutoCAD SHX Text STORM DRAIN OR SANITARY SEWER UNDERGROUND UTILITY LINE UTILITY POLE EXISTING STREET LIGHT PROPOSED STREET LIGHT

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XX

AutoCAD SHX Text

XX

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BG/SN

AutoCAD SHX Text 12/2021

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BG

AutoCAD SHX Text 12/2021

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JTE/TRS

AutoCAD SHX Text 12/2021

AutoCAD SHX Text 1"=40'

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NA

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"C" LINE

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"C" LINE

AutoCAD SHX Text INSTALL #5 PULL BOX PER DRAWING 5-13 REMOVE AND REPLACE SIDEWALK PER (A/CD1) OR (C/CD1) PROTECT SIDEWALK IN PLACE PROVIDE 5' CLEARANCE OVER SANITARY SEWER LINE

AutoCAD SHX Text C2

AutoCAD SHX Text C2

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AutoCAD SHX Text C1

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1. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL CONTACT LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 PRIOR TO THE START OF CONSTRUCTION. 2. SEE CAL-TRANS STANDARD PLANS FOR STANDARD NOTES. SEE CAL-TRANS STANDARD PLANS FOR STANDARD NOTES. 3. ALL POLE LOCATIONS AND SIDEWALK SAW CUTS ARE TO BE STAKED IN THE FIELD ALL POLE LOCATIONS AND SIDEWALK SAW CUTS ARE TO BE STAKED IN THE FIELD AND VERIFIED BY THE ENGINEER BEFORE ANY DEMOLITION OR CONCRETE REMOVAL COMMENCES. SEE SHEET CD1 FOR POLE LOCATION DETAILS. 4. FOR STREET LIGHT POLES IN THE MIDDLE OF A CONDUIT RUN, CONTRACTOR FOR STREET LIGHT POLES IN THE MIDDLE OF A CONDUIT RUN, CONTRACTOR SHALL PLACE TWO CONDUITS INTO FOUNDATION AND MAKE SPLICE IN HAND HOLE. 5. REPLACE GRASS REMOVED FOR SIDEWALK OR STREET LIGHT FOUNDATION REPLACE GRASS REMOVED FOR SIDEWALK OR STREET LIGHT FOUNDATION CONSTRUCTION WITH TURF SOD. 6. 1' MIN VERTICAL AND 5' MIN HORIZONTAL CLEARANCE WITH ALL SEWER FACILITIES. 1' MIN VERTICAL AND 5' MIN HORIZONTAL CLEARANCE WITH ALL SEWER FACILITIES. 7. SEE THIS SHEET FOR EQUIPMENT AND CONDUCTOR SCHEDULES. SEE THIS SHEET FOR EQUIPMENT AND CONDUCTOR SCHEDULES. 8. CONTRACTOR SHALL FOLLOW ALL SMUD GUIDELINES FOR COMMERCIAL SERVICE. CONTRACTOR SHALL FOLLOW ALL SMUD GUIDELINES FOR COMMERCIAL SERVICE. CALL (916) 732-5990 TO SCHEDULE A SITE MEETING WITH A SMUD INSPECTOR FOR GUIDANCE ON RUNNING WIRE AND CONDUIT INTO THE SECONDARY BOX. ONCE THE PEDESTAL IS INSTALLED, WIRE PULLED, AND PASSED LOCAL AREA INSPECTION, THE JOB WILL BE ASSIGNED TO A SERVICE CREW TO CONNECT WITHIN 14 BUSINESS DAYS (WEATHER PERMITTING). POINT OF CONNECTION DOCUMENT LOCATED IN THE SPECIAL PROVISIONS.

COYLE AVENUE CONDUIT & CONDUCTOR SCHEDULE

AWG CIRCUIT

RUNS RUNS RUNS

#6 GROUND 1 1 1

#10

STREET LIGHTING 3

TOTAL #10 3

#12

STREET LIGHTING 3

TOTAL #12 3

#8

STREET LIGHTING 2

TOTAL #8 2

CONDUIT SIZE (IN.) 3 3 1

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LEGEND

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CONSTRUCTION NOTES:

4 2 3

COYLE AVENUE POLE & EQUIPMENT SCHEDULE

STANDARD LUMINAIRE & MAST ARM POLE LOCATION* SIGN RELOCATION

NOTES

ID POLE TYPE HEIGHT LENGTH WATT TYPE STA Y SIGN # SIGN DESCRIPTION

L2A EX TYPE-A 28'-6" 10' 34 LED 131+97 (LT) 5'-4"

L2B TYPE-A 25'-0" 8' 34 LED 134+49 (RT) 5'-4"

L2C TYPE-A 28'-6" 10' 34 LED 136+27 (LT) 5'-4"

L2D TYPE-A 28'-6" 10' 34 LED 140+06 (LT) 5'-4"

FB1 TYPE 15-FBS 18' FLASHING BEACON WITH SLIP BASE INSTALLATION PER STD PLANS ES-7J AND ES-14B, WITH W11-2 SIGN

FB2 TYPE 15-FBS 18' FLASHING BEACON WITH SLIP BASE INSTALLATION ON LIGHT POLE L2D PER STD PLANS ES-7J AND ES-14B, WITH W11-2 SIGN

L2E TYPE-A 28'-6" 10' 34 LED 142+45 (RT) 5'-4"

L2F EX TYPE-A 28'-6" 10' 34 LED 144+38 (LT) 5'-4"

L2G TYPE-A 28'-6" 10' 34 LED 146+40 (RT) 5'-4"

L2H TYPE-A 28'-6" 10' 34 LED 148+51 (LT) 5'-4"

L2I TYPE-A 28'-6" 10' 34 LED 150+51 (RT) 5'-4"

1 1

1 1 11

NOTES:

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30"SD

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15"SD

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24"SD

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6"SS

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6"SS

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6"SS

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36"SD

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42"SD

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10"SD

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AutoCAD SHX Text W

AutoCAD SHX Text W

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8"SD

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T-UG

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T-UG

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T-UG

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T-UG

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T-UG

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6501 COYLE AVE

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6330 COYLE AVE

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6368 COYLE AVE

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6428 COYLE AVE

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6434 COYLE AVE

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6444 COYLE AVE

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WV

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10"SD

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10"SD

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12"SD

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12"SD

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FO CCI

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FO CCI

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FO CCI

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T-UG

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T-UG

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T-UG

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T-UG

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T-UG

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6555 COYLE AVE

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6601 COYLE AVE

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6450 COYLE AVE

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6500 COYLE AVE

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6620 COYLE AVE

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6660 COYLE AVE

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6500 COYLE AVE

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6450 COYLE AVE

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FB2

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HORIZONTAL:

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FEET

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OF

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AutoCAD SHX Text 18, AutoCAD SHX Text O

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DESIGN:

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DRAWN:

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OF

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SURVEY:

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AutoCAD SHX Text

SIGNATURE/EXP DATE

AutoCAD SHX Text C67992

AutoCAD SHX Text 6/30/2023

AutoCAD SHX Text S501

AutoCAD SHX Text 1/2020

AutoCAD SHX Text P:\SHARED FOLDERS\PROJECTS\STREETLIGHTS ON COYLE AVE, HILLSDALE BLVD, AND WATT AVE\AUTOCAD\PLAN SHEETS\B PLANS\4515 06-1R L.DWG Last Saved: 2/17/2022 10:30 AM Eslabonj Last Saved: 2/17/2022 10:30 AM Eslabonj2/17/2022 10:30 AM Eslabonj EslabonjEslabonj

AutoCAD SHX Text

BG/SN

AutoCAD SHX Text 12/2021

AutoCAD SHX Text

BG

AutoCAD SHX Text 12/2021

AutoCAD SHX Text

JTE/TRS

AutoCAD SHX Text 12/2021

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NA

AutoCAD SHX Text

"C" LINE

AutoCAD SHX Text

"C" LINE

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text FIRE HYDRANT WATER METER ELECTRIC TRANSFORMER GAS/WATER VALVE CATV PEDESTAL SEWER CLEANOUT EXISTING ROADSIDE SIGN RELOCATE EXISTING ROADSIDE SIGN TO STREET LIGHT PHOTO ELECTRIC CELL

AutoCAD SHX Text STORM DRAIN OR SANITARY SEWER UNDERGROUND UTILITY LINE UTILITY POLE EXISTING STREET LIGHT PROPOSED STREET LIGHT

AutoCAD SHX Text

XX

AutoCAD SHX Text

XX

AutoCAD SHX Text C1

AutoCAD SHX Text C1

AutoCAD SHX Text C1

AutoCAD SHX Text C1

AutoCAD SHX Text INSTALL #5 PULL BOX PER DRAWING 5-13 REMOVE AND REPLACE SIDEWALK PER (A/CD1) OR (C/CD1) PROTECT SIDEWALK IN PLACE CONDUIT TO FLASHING BEACON, #12, 2-WIRE PROVIDE 5' CLEARANCE OVER SANITARY SEWER LINE

AutoCAD SHX Text C1

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1. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL CONTACT LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 PRIOR TO THE START OF CONSTRUCTION. 2. SEE CAL-TRANS STANDARD PLANS FOR STANDARD NOTES. SEE CAL-TRANS STANDARD PLANS FOR STANDARD NOTES. 3. ALL POLE LOCATIONS AND SIDEWALK SAW CUTS ARE TO BE STAKED IN THE FIELD ALL POLE LOCATIONS AND SIDEWALK SAW CUTS ARE TO BE STAKED IN THE FIELD AND VERIFIED BY THE ENGINEER BEFORE ANY DEMOLITION OR CONCRETE REMOVAL COMMENCES. SEE SHEET CD1 FOR POLE LOCATION DETAILS. 4. FOR STREET LIGHT POLES IN THE MIDDLE OF A CONDUIT RUN, CONTRACTOR FOR STREET LIGHT POLES IN THE MIDDLE OF A CONDUIT RUN, CONTRACTOR SHALL PLACE TWO CONDUITS INTO FOUNDATION AND MAKE SPLICE IN HAND HOLE. 5. REPLACE GRASS REMOVED FOR SIDEWALK OR STREET LIGHT FOUNDATION REPLACE GRASS REMOVED FOR SIDEWALK OR STREET LIGHT FOUNDATION CONSTRUCTION WITH TURF SOD. 6. 1' MIN VERTICAL AND 5' MIN HORIZONTAL CLEARANCE WITH ALL SEWER FACILITIES. 1' MIN VERTICAL AND 5' MIN HORIZONTAL CLEARANCE WITH ALL SEWER FACILITIES. 7. SEE THIS SHEET FOR EQUIPMENT AND CONDUCTOR SCHEDULES. SEE THIS SHEET FOR EQUIPMENT AND CONDUCTOR SCHEDULES. 8. CONTRACTOR SHALL FOLLOW ALL SMUD GUIDELINES FOR COMMERCIAL SERVICE. CONTRACTOR SHALL FOLLOW ALL SMUD GUIDELINES FOR COMMERCIAL SERVICE. CALL (916) 732-5990 TO SCHEDULE A SITE MEETING WITH A SMUD INSPECTOR FOR GUIDANCE ON RUNNING WIRE AND CONDUIT INTO THE SECONDARY BOX. ONCE THE PEDESTAL IS INSTALLED, WIRE PULLED, AND PASSED LOCAL AREA INSPECTION, THE JOB WILL BE ASSIGNED TO A SERVICE CREW TO CONNECT WITHIN 14 BUSINESS DAYS (WEATHER PERMITTING). POINT OF CONNECTION DOCUMENT LOCATED IN THE SPECIAL PROVISIONS.

L9

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FR

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CONSTRUCTION NOTES:LEGEND

PEC

HILLSDALE BOULEVARD CONDUIT & CONDUCTOR SCHEDULE

AWG CIRCUIT

RUNS

#6 GROUND 1 1 1 1 1 1

#8

STREET LIGHTING 3 2

TOTAL #8 3 2

#10

STREET LIGHTING 3 2

TOTAL #10 3 2

#12

STREET LIGHTING 3 2

TOTAL #12 3 2

CONDUIT SIZE (IN.) 3 3 3 3 3 3

HILLSDALE BLVD POLE & EQUIPMENT SCHEDULE

STANDARD LUMINAIRE & MAST ARM POLE LOCATION* SIGN RELOCATION

NOTES

ID POLE TYPE HEIGHT LENGTH WATT TYPE STA Y SIGN # SIGN DESCRIPTION

L3A TYPE-A 25'-0" 8' 37 LED 110+58 (RT) 5'-4"

L3B TYPE-A 25'-0" 8' 37 LED 112+35 (LT) 5'-4"

L3C TYPE-A 25'-0" 8' 37 LED 115+27 (RT) 5'-4"

NOTES:

AutoCAD SHX Text

8"SD

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6"SS

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AutoCAD SHX Text W

AutoCAD SHX Text W

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AutoCAD SHX Text W

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AutoCAD SHX Text G

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AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

6"SS

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10"SD

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10"SD

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8"SS

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10"SS

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6"SS

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10"SS

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6"SS

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6"SS

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6"SS

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6"SS

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12"SD

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12"SD

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15"SD

AutoCAD SHX Text

12"SD

AutoCAD SHX Text

12"SD

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10"SD

AutoCAD SHX Text

12"SD

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8"SD

AutoCAD SHX Text

8"SD

AutoCAD SHX Text

8"SD

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10"SD

AutoCAD SHX Text

8"SD

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18"SD

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18"SD

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18"SD

AutoCAD SHX Text L3A

AutoCAD SHX Text L3B

AutoCAD SHX Text L3C

AutoCAD SHX Text H1

AutoCAD SHX Text H2

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5306 HILLSDALE BLVD

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5307 HILLSDALE BLVD

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5316 HILLSDALE BLVD

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5322 HILLSDALE BLVD

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5328 HILLSDALE

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4300 TURNSWORTH CT

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5317 HILLSDALE BLVD

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5323 HILLSDALE

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5327 HILLSDALE

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5331 HILLSDALE

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4248 OBERON AVE

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

4249 OBERON AVE

AutoCAD SHX Text

5348 HILLSDALE BLVD

AutoCAD SHX Text

4307 TURNSWORTH CT

AutoCAD SHX Text

4247 OBERON AVE

AutoCAD SHX Text

5400 HILLSDALE BLVD

AutoCAD SHX Text

4300 CHAPEL WAY

AutoCAD SHX Text

5421 HILLSDALE BLVD

AutoCAD SHX Text

4301 CHAPEL WAY

AutoCAD SHX Text

AutoCAD SHX Text

HILLSDALE BLVD

AutoCAD SHX Text

5421 HILLSDALE BLVD

AutoCAD SHX Text L4A

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BUS STOP

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BUS STOP

AutoCAD SHX Text

WV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

BG/SN

AutoCAD SHX Text 12/2021

AutoCAD SHX Text

BG

AutoCAD SHX Text 12/2021

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JTE/TRS

AutoCAD SHX Text 12/2021

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NA

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HORIZONTAL:

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AutoCAD SHX Text

FEET

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OF

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AutoCAD SHX Text 18, AutoCAD SHX Text O

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SIGNATURE/EXP DATE

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AutoCAD SHX Text 6/30/2023

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AutoCAD SHX Text P:\SHARED FOLDERS\PROJECTS\STREETLIGHTS ON COYLE AVE, HILLSDALE BLVD, AND WATT AVE\AUTOCAD\PLAN SHEETS\B PLANS\4515 06-1R L.DWG Last Saved: 2/17/2022 10:30 AM Eslabonj Last Saved: 2/17/2022 10:30 AM Eslabonj2/17/2022 10:30 AM Eslabonj EslabonjEslabonj

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AutoCAD SHX Text FIRE HYDRANT WATER METER ELECTRIC TRANSFORMER GAS/WATER VALVE CATV PEDESTAL SEWER CLEANOUT EXISTING ROADSIDE SIGN RELOCATE EXISTING ROADSIDE SIGN TO STREET LIGHT PHOTO ELECTRIC CELL

AutoCAD SHX Text STORM DRAIN OR SANITARY SEWER UNDERGROUND UTILITY LINE UTILITY POLE EXISTING STREET LIGHT PROPOSED STREET LIGHT

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AutoCAD SHX Text INSTALL #5 PULL BOX PER DRAWING 5-13 REMOVE AND REPLACE SIDEWALK PER (A/CD1) OR (C/CD1) PROTECT SIDEWALK IN PLACE

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1. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL CONTACT LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 PRIOR TO THE START OF CONSTRUCTION. 2. SEE CAL-TRANS STANDARD PLANS FOR STANDARD NOTES. SEE CAL-TRANS STANDARD PLANS FOR STANDARD NOTES. 3. ALL POLE LOCATIONS AND SIDEWALK SAW CUTS ARE TO BE STAKED IN THE FIELD ALL POLE LOCATIONS AND SIDEWALK SAW CUTS ARE TO BE STAKED IN THE FIELD AND VERIFIED BY THE ENGINEER BEFORE ANY DEMOLITION OR CONCRETE REMOVAL COMMENCES. SEE SHEET CD1 FOR POLE LOCATION DETAILS. 4. FOR STREET LIGHT POLES IN THE MIDDLE OF A CONDUIT RUN, CONTRACTOR FOR STREET LIGHT POLES IN THE MIDDLE OF A CONDUIT RUN, CONTRACTOR SHALL PLACE TWO CONDUITS INTO FOUNDATION AND MAKE SPLICE IN HAND HOLE. 5. REPLACE GRASS REMOVED FOR SIDEWALK OR STREET LIGHT FOUNDATION REPLACE GRASS REMOVED FOR SIDEWALK OR STREET LIGHT FOUNDATION CONSTRUCTION WITH TURF SOD. 6. 1' MIN VERTICAL AND 5' MIN HORIZONTAL CLEARANCE WITH ALL SEWER FACILITIES. 1' MIN VERTICAL AND 5' MIN HORIZONTAL CLEARANCE WITH ALL SEWER FACILITIES. 7. SEE THIS SHEET FOR EQUIPMENT AND CONDUCTOR SCHEDULES. SEE THIS SHEET FOR EQUIPMENT AND CONDUCTOR SCHEDULES. 8. CONTRACTOR SHALL FOLLOW ALL SMUD GUIDELINES FOR COMMERCIAL SERVICE. CONTRACTOR SHALL FOLLOW ALL SMUD GUIDELINES FOR COMMERCIAL SERVICE. CALL (916) 732-5990 TO SCHEDULE A SITE MEETING WITH A SMUD INSPECTOR FOR GUIDANCE ON RUNNING WIRE AND CONDUIT INTO THE SECONDARY BOX. ONCE THE PEDESTAL IS INSTALLED, WIRE PULLED, AND PASSED LOCAL AREA INSPECTION, THE JOB WILL BE ASSIGNED TO A SERVICE CREW TO CONNECT WITHIN 14 BUSINESS DAYS (WEATHER PERMITTING). POINT OF CONNECTION DOCUMENT LOCATED IN THE SPECIAL PROVISIONS.

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