Attachment 1F - 06_570-221 - General and Civil Plans - Dwg 6.pdf

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Y1LZ--570-221 Expand Parking Minor Construction Clovis VAMC
Solicitation number
36C77622B0059
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This document package includes construction plans and specifications for an expansion project at the VA Central California Health Care System Medical Center located in Clovis, California. The plans detail site demolition, grading, paving, utility layout, and storm drainage work for additional parking and land acquisition to support expanding medical center facilities. Utilities to be installed or modified include water, sanitary sewer, storm drainage, gas, and electric lines. The related solicitation seeks bids for minor construction services to complete the site work as designed in the plans, including road widening, sidewalk, parking lot and landscape construction.

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NORTH ARMSTRONG AVENUE - SECTION

PAVEMENT TIE IN DETAIL

HERNDON AVENUE - SECTION

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

T.I. = 8.0 R VALUE = 40

NOTE: R-VALUE TO BE EVALUATED AFTER ROUGH GRADING SECTION TO BE REVISED, AS NEEDED, TO MEET PAVEMENT DESIGN CRITERIA.

T.I. = 9.0 R VALUE = 40

NOTE: R-VALUE TO BE EVALUATED AFTER ROUGH GRADING SECTION TO BE REVISED, AS NEEDED, TO MEET PAVEMENT DESIGN CRITERIA.

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SOUTHBOUND

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NORTHBOUND

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PROPOSED PARKING AREA

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SLOPE VARIES

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2% MAX

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NORTHBOUND

cross section - herndon avenue

PROPOSED PARKING AREA

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2% MAX

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VARIES

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VARIES

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SLOPE VARIES

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EASTBOUND

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WESTBOUND

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2% & VARIES**

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WIDTH VARIES

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* BIKE LANE TRANSITIONS TO RIGHT TURN LANE. BIKE LANE TRANSITIONS TO RIGHT TURN LANE. SEE PLAN FOR LOCATION. ** ROADWAY CROSS SLOPE VARIES: ROADWAY CROSS SLOPE VARIES: STA. 34+23: MATCH EXISTING CROSS SLOPE. STA. 34+23 TO STA. 34+64: TRANSITION FROM EXISTING CROSS SLOPE TO 2.00%. STA. 34+64 TO STA. 38+75.43: MAINTAIN 2.0% CROSS SLOPE. STA. 38+75.43 TO STA. 39+78.22: TRANSITION FROM 2.00% TO EXISTING CROSS SLOPE. STA. 39+78.22: MATCH EXISTING CROSS SLOPE.

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SCALE: N.T.S.

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SCALE: N.T.S.

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

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LAND PURCHASE

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AND PARKING THROUGH

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EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

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STAMP

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INITIAL

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DATE

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NO.

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CM

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CG-508

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CROSS SECTIONS

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PROPOSED

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ASPHALTIC

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CONCRETE

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SAWCUT WITH CLEAN

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SQUARE EDGES AND MATCH

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EXISTING PAVEMENT

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CRACK SEAL

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REQUIRED

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EXISTING ASPHALTIC CONCRETE

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EXISTING AGGREGATE BASE

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APPLY TACK COAT

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ON ALL EDGES

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PROPOSED

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AGGREGATE

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BASE

* THRU LANE BECOMES DROP LANE AT NORTHERN LIMITS OF PROJECT.

6 7

HERNDON AVENUE

N O

RT

H

AR

M

ST

RO

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AV

EN

U E

TOLLHOUSE ROAD

A

A B

B

D

F

E

F F

F

F F tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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(379.19)RD

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RIM=378.67

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36"(N,S)FL=369.75

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RIM=377.50

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36"(NW,E)FL=371.00

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24"(NE)FL=372.30

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TC=377.96

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24"(SW)FL=372.35

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RIM=378.75

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36"(E,W)FL=370.88

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RIM=377.90

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8"(N)FL=369.51

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12"(S)FL=369.22

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WTR SVR

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NO METER

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6' CHAIN LINK WITH SLATS

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3 STRANDS BARBED WIRE ABOVE

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MB

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MB

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SDMH

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PP

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WM

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PP

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SGNL

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TEL

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(377.64)SD

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(377.93)SD

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SDMH

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TEL

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TEL

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WV

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WV

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WV

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TELR

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SIGN

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SIGN

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FH

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(378.01)SD

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STL

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SSMH

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SDMH

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PP/RIS

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PP/RIS

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(378.10)SD

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SDMH

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SSMH

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(378.03)RAMP

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SIGN

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SIGN

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STL

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(378.68)SD

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(379.76)TCB

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SIGN

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WV

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SGNL

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SIGN

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(378.97)SD

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SIGN

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SDMH

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SSMH

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MB

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MB

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STL

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SGNL

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SIGN

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CATV

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SGNL

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WV

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(380.42)IRR

AutoCAD SHX Text EX. SSMH #X1 SSMH #X1 EY. RIM=378.29 RIM=378.29 INV. IN: 369.74 8" PVC N INV IN: 369.74 8" PVC NE INV IN: 369.74 8" PVC SE

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TC=377.64

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18"(E)FL=374.36

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RIM=377.77

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36"(N,SE)FL=370.85

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RIM=378.71

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36"(E,W)FL=370.89

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15"(N)FL=371.84

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15"(S)FL=370.73

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15" SD

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(15" SD)

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EX. SDI

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TC=377.90

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15"(N)FL=371.88

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TC=379.89

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15"(S)FL=374.87

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EX. SDMH

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RIM=378.21

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36"(N,S)FL=371.18

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(30" SD)

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8"(NE) FL=369.51

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CM

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CU-101

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OVERALL UTILITY PLAN

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SCALE:

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OVERALL UTILITY PLAN

AutoCAD SHX Text 1"=40'-0"

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CU-101

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VA FORM 08-6231

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AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

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VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

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LAND PURCHASE

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AND PARKING THROUGH

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EXPAND MEDICAL CENTER

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2251 HERDON AVE., CLOVIS CA 93611

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STAMP

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INITIAL

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DATE

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NO.

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NORTH

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EXISTING TREE

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EXISTING GRADE

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SL

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CL

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TC

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(OH)

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EXISTING POWER POLE

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EXISTING POWER POLE W/ UNDERGROUND RISER

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EXISTING HANDICAP RAMP

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EXISTING DRIVE APPROACH

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EXISTING CONCRETE

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GW

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PROPOSED CURB & GUTTER

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PROPOSED WATER

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PROPOSED SEWER LINE

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PROPOSED STORM LINE

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PROPOSED WATER VALVE

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EXISTING SANITARY SEWER MANHOLE

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PROPOSED SANITARY SEWER MANHOLE

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WM

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EXISTING WATER METER

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PROPOSED STREET LIGHT

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PROPOSED FMFCD TYPE "D" INLET

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PROPOSED UNDER GROUND ELECTRIC

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PROPOSED UNDER GROUND TELE/COMM

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PROPOSED GAS LINE

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PROPOSED PARKING LOT LIGHT

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PROPOSED SIDEWALK

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PROPOSED PARKING LOT PAVEMENT

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PROPOSED ROADWAY WIDENING (CLOVIS)

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PROPOSED LANDSCAPE AREA

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EXISTING ROAD SIGNALS

AutoCAD SHX Text -1.0%%%

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PROPOSED SLOPE GRADE

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PROPOSED 8'H FENCE

AutoCAD SHX Text PROPOSED 16x16 FENCE COLUMNS

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KEYNOTES

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INSTALL CITY APPROVED 4" WATER METER PER STANDARD CLOVIS DETAIL W-8

AutoCAD SHX Text A

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INSTALL CITY APPROVED RP TYPE BACKFLOW PREVENTER PER STANDARD CLOVIS DETAIL W-18

AutoCAD SHX Text B

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INSTALL CITY APPROVED BLOW OFF ASSEMBLY PER DETAIL 7/CU-501

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INSTALL COMMERCIAL FIRE HYDRANT PER STANDARD CLOVIS DETAIL W-2A

AutoCAD SHX Text D

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INSTALL SANITARY SEWER CLEANOUT PER STANDARD CLOVIS DETAIL W-8

AutoCAD SHX Text VA TO MAINTAIN FIRE SERVICE MAIN FROM THE POINT OF CONNECTION, AND ALL ON-SITE FIRE HYDRANTS.

AutoCAD SHX Text CONTRACTOR SHALL SUPPORT AND PROTECT EXISTING TRAFFIC SIGNAL DURING INSTALLATION OF SANITARY SEWER.

AutoCAD SHX Text VA TO MAINTAIN FIRE SERVICE MAIN FROM THE POINT OF CONNECTION, AND ALL ON-SITE FIRE HYDRANTS.

AutoCAD SHX Text

WATER METER AND SERVICE FOR IRRIGATION

AutoCAD SHX Text WATER METER VAULT CONTAINING 4" COMPOUND WATER METER AND 1.5" BYPASS METER PER CITY STANDARD W-8.

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PRIVATE BACKFLOW PREVENTER AND CAGE PER CITY STANDARD DRAWING W-18.

NOTES: 1. INSTALL THRUST BLOCKS ON ALL WATER LINES PER STANDARD CLOVIS DETAIL W-15. INSTALL THRUST BLOCKS ON ALL WATER LINES PER STANDARD CLOVIS DETAIL W-15. 2. SEE SHEET CD-101, SITE DEMOLITION PLAN FOR LOCATIONS OF EXISTING WATER WELL AND/OR SEE SHEET CD-101, SITE DEMOLITION PLAN FOR LOCATIONS OF EXISTING WATER WELL AND/OR SEPTIC SYSTEM TO BE ABANDONED PER CITY STANDARDS.

6 7

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F

F tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

AutoCAD SHX Text D

AutoCAD SHX Text S

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TEMPORARY MODULAR WAITING AREA

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PROPOSED BUILDING PAD

AutoCAD SHX Text D

AutoCAD SHX Text

EM

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EX. SDMH

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RIM=377.50

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36"(NW,E)FL=371.00

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24"(NE)FL=372.30

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EX. SDI

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TC=377.96

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24"(SW)FL=372.35

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EX. SDMH

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RIM=378.75

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36"(E,W)FL=370.88

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EX. SSMH

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RIM=377.90

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8"(N)FL=369.51

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12"(S)FL=369.22

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WTR SVR

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NO METER

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STL

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WV

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STL

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WM

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SIGN

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TEL

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UM

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TEL

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SSMH

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SDMH

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SDMH

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SSMH

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SDMH

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TEL

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TEL

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SSMH

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WV

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WV

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WV

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WV

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SSMH

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STL

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TELR

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WV

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WM

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STL

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WM

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STL

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SIGN

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SIGN

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(382.17)FNC

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FH

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STL

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SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

SDMH

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SDMH

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SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

(378.03)RAMP

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SIGN

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CATV

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(379.14)BLD

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WV

AutoCAD SHX Text EX. SSMH #X1 SSMH #X1 EY. RIM=378.29 RIM=378.29 INV. IN: 369.74 8" PVC N INV IN: 369.74 8" PVC NE INV IN: 369.74 8" PVC SE

AutoCAD SHX Text

EX. SDI

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TC=377.64

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18"(E)FL=374.36

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EX. SDMH

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RIM=377.77

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36"(N,SE)FL=370.85

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EX. SDMH

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RIM=378.71

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36"(E,W)FL=370.89

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15"(N)FL=371.84

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15"(S)FL=370.73

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15" SD

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(15" SD)

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EX. SDI

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TC=377.90

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15"(N)FL=371.88

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EX. SDI

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TC=379.89

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15"(S)FL=374.87

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EX. SDMH

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RIM=378.21

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36"(N,S)FL=371.18

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SSMH #1 TR=379.00 INV IN=370.58 (8") INV OUT=370.58 (8")

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SSMH #2 TR=380.96 INV OUT=372.00 (8")

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SDMH #2 TYPE 'A' CASE I TR=379.45 18"(N,W)FL=373.43

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SDMH #1 TYPE 'A' CASE I TR=378.23 18"(W,E,SE)FL=372.89

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TYPE 'D' INLET GRATE=378.01 18"(NW)FL=372.66

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8"(NE) FL=369.51

AutoCAD SHX Text 216.34' of 18" HDPE @ 0.25%

AutoCAD SHX Text 267.90' of 8" PVC @ 0.43%

AutoCAD SHX Text 222.83' of 6" @ 0.82%

AutoCAD SHX Text 279.99' of 18" HDPE @ 0.25%

AutoCAD SHX Text

CONSTRUCT FMFCD STORM DRAIN FACILITY PER STREET PLAN

AutoCAD SHX Text 147.20' of 8 PVC @ 0.73%

AutoCAD SHX Text 30' of 18" HDPE @ 0.75%

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18"(N)FL=372.41

AutoCAD SHX Text 33' of 18" HDPE @ 0.75%

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CONNECT TO EXISTING STORM INLET (REFER TO GRADING PLAN)

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CM

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CU-102

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UTILITY PLAN

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SCALE:

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UTILITY LAYOUT PLAN

AutoCAD SHX Text 1"=20'-0"

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CU-102

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AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

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AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 36

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

AutoCAD SHX Text

LAND PURCHASE

AutoCAD SHX Text

AND PARKING THROUGH

AutoCAD SHX Text

EXPAND MEDICAL CENTER

AutoCAD SHX Text

2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

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STAMP

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INITIAL

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DATE

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NO.

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CONTINUED ON CU-103

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NORTH

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KEYNOTES

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INSTALL CITY APPROVED 4" WATER METER PER STANDARD CLOVIS DETAIL W-8

AutoCAD SHX Text A

AutoCAD SHX Text

INSTALL CITY APPROVED RP TYPE BACKFLOW PREVENTER PER STANDARD CLOVIS DETAIL W-18

AutoCAD SHX Text B

AutoCAD SHX Text

INSTALL CITY APPROVED BLOW OFF ASSEMBLY PER DETAIL 7/CU-501

AutoCAD SHX Text C

AutoCAD SHX Text

INSTALL COMMERCIAL FIRE HYDRANT PER STANDARD CLOVIS DETAIL W-2A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

INSTALL SANITARY SEWER CLEANOUT PER STANDARD CLOVIS DETAIL W-8

AutoCAD SHX Text

INSTALL 4" WATER GATE VALVE PER CITY STANDARD DRAWING W-1 AND W-8

AutoCAD SHX Text

HOT TAP 8" FIRE SERVICE PER CITY STANDARD DRAWING W-8

AutoCAD SHX Text

INSTALL 8" WATER GATE VALVE PER CITY STANDARD DRAWING W-1

AutoCAD SHX Text

HOT TAP 4" DOMESTIC COMPOUND WATER SERVICE PER CITY STANDARD DRAWING W-8

NOTE: INSTALL THRUST BLOCKS ON ALL WATER LINES PER STANDARD CLOVIS INSTALL THRUST BLOCKS ON ALL WATER LINES PER STANDARD CLOVIS DETAIL W-15.

A

B

F

F

F

F tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

AutoCAD SHX Text

MB

AutoCAD SHX Text

PROPOSED BUILDING PAD

AutoCAD SHX Text

PROPOSED BUILDING PAD

AutoCAD SHX Text D

AutoCAD SHX Text P4

AutoCAD SHX Text

EM

AutoCAD SHX Text J

AutoCAD SHX Text

WM

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

STL

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SSMH

AutoCAD SHX Text S

AutoCAD SHX Text (378.99)E

AutoCAD SHX Text

WV

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

(379.19)RD

AutoCAD SHX Text

6' CHAIN LINK WITH SLATS

AutoCAD SHX Text

3 STRANDS BARBED WIRE ABOVE

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

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WV

AutoCAD SHX Text

UP

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

STL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

WV

AutoCAD SHX Text

UP

AutoCAD SHX Text

(381.37)WALL

AutoCAD SHX Text

SDMH #3 TYPE 'A' CASE I TR=382.40 18"(N.S)FL=374.13 12"(E)FL=374.63

AutoCAD SHX Text 105.35' of 18" HDPE @ 0.25%

AutoCAD SHX Text

SDMH #5 TYPE 'A' CASE I TR=380.83 12"(E)FL=374.83 18"(S)FL=374.63

AutoCAD SHX Text 112.84' of 12" HDPE @ 0.25%

AutoCAD SHX Text 279.99' of 18" HDPE @ 0.25%

AutoCAD SHX Text BREAK INTO EXISTING 36"SD AND CONSTRUCT TYPE 'A' CASE I MH PER STREET PLAN 18"(E)FL=371.90 36"(N,S)FL=370.16

AutoCAD SHX Text

SDMH #4 TYPE 'A' CASE I TR=382.27 18"(N,S)FL=374.39 12"(E)FL=374.89

AutoCAD SHX Text 95.55' of 18" HDPE @ 0.25%

AutoCAD SHX Text 40' of 12" HDPE @ 0.5%

AutoCAD SHX Text 40' of 12" HDPE @ 0.5%

AutoCAD SHX Text

CONSTRUCT 25 LF OF 18" RCP STORM DRAIN, CLASS III PER STREET PLAN

AutoCAD SHX Text

CONSTRUCT FMFCD TYPE 'D' INLET PER STREET PLAN TC= 378.20 18"(W)FL= 371.90

AutoCAD SHX Text

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AutoCAD SHX Text J.S.D.

AutoCAD SHX Text

CM

AutoCAD SHX Text

AutoCAD SHX Text

CU-103

AutoCAD SHX Text

UTILITY PLAN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

UTILITY LAYOUT PLAN

AutoCAD SHX Text 1"=20'-0"

AutoCAD SHX Text

AutoCAD SHX Text

CU-103

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of 36

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

AutoCAD SHX Text

LAND PURCHASE

AutoCAD SHX Text

AND PARKING THROUGH

AutoCAD SHX Text

EXPAND MEDICAL CENTER

AutoCAD SHX Text

2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

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STAMP

AutoCAD SHX Text

INITIAL

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CONTINUED ON CU-102

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

KEYNOTES

AutoCAD SHX Text

INSTALL CITY APPROVED 4" WATER METER PER STANDARD CLOVIS DETAIL W-8

AutoCAD SHX Text A

AutoCAD SHX Text

INSTALL CITY APPROVED RP TYPE BACKFLOW PREVENTER PER STANDARD CLOVIS DETAIL W-18

AutoCAD SHX Text B

AutoCAD SHX Text

INSTALL CITY APPROVED BLOW OFF ASSEMBLY PER DETAIL 7/CU-501

AutoCAD SHX Text C

AutoCAD SHX Text

INSTALL COMMERCIAL FIRE HYDRANT PER STANDARD CLOVIS DETAIL W-2A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

INSTALL SANITARY SEWER CLEANOUT PER STANDARD CLOVIS DETAIL W-8

AutoCAD SHX Text

INSTALL 4" WATER GATE VALVE PER CITY STANDARD DRAWING W-1 AND W-8

AutoCAD SHX Text

SEE LANDSCAPE IRRIGATION PLAN L-5 FOR CONTINUATION FOR WATER FROM METER

AutoCAD SHX Text

HOT TAP 8" FIRE SERVICE PER CITY STANDARD DRAWING W-8

AutoCAD SHX Text

INSTALL 8" WATER GATE VALVE PER CITY STANDARD DRAWING W-1

AutoCAD SHX Text

HOT TAP 4" DOMESTIC COMPOUND WATER SERVICE PER CITY STANDARD DRAWING W-8

AutoCAD SHX Text

WATER METER AND SERVICE FOR IRRIGATION

AutoCAD SHX Text WATER METER VAULT CONTAINING 4" COMPOUND WATER METER AND 1.5" BYPASS METER PER CITY STANDARD W-8.

AutoCAD SHX Text

PRIVATE BACKFLOW PREVENTER AND CAGE PER CITY STANDARD DRAWING W-18.

AutoCAD SHX Text

INSTALL 2" WATER SERVICE PER CITY STANDARD DRAWING W-6

AutoCAD SHX Text NOTE: INSTALL THRUST BLOCKS ON ALL WATER LINES PER STANDARD CLOVIS INSTALL THRUST BLOCKS ON ALL WATER LINES PER STANDARD CLOVIS DETAIL W-15.

INSTALL BACKFLOW PREVENTER AND CAGE PER CITY STANDARD DRAWING W-18

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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CU-501

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CIVIL UTILITY DETAILS

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AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

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AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Dwg. of 36

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text Office of Facility Planning and Development

AutoCAD SHX Text 1100 CHURCH STREET HONESDALE, PA 18431 570-253-0846 OFFICE 570-253-1935 FAX WWW.NEINFRA.COM

AutoCAD SHX Text

VA CENTRAL CALIFORNIA HEALTH CARE SYSTEM

AutoCAD SHX Text 06-30-2022

AutoCAD SHX Text

LAND PURCHASE

AutoCAD SHX Text

AND PARKING THROUGH

AutoCAD SHX Text

EXPAND MEDICAL CENTER

AutoCAD SHX Text

2251 HERDON AVE., CLOVIS CA 93611

AutoCAD SHX Text 570-221

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STAMP

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INITIAL

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DATE

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NO.

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SCALE:

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SEWER MANHOLE FRAME AND COVER

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NOT TO SCALE

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CU-501

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SCALE:

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SEWER MANHOLE

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NOT TO SCALE

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CU-501

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SCALE:

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NTS

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SCALE:

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DELETED

AutoCAD SHX Text

AutoCAD SHX Text

CU-501

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

STORM DRAIN CROSSING

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

CU-501

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AutoCAD SHX Text

TYPE "D" INLET/OUTLET

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

CU-501

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

TYPE "D" INLET THROAT AND ACCESS FRAME

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text

CU-501

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

BLOW-OFF VALVE INSTALLATION

AutoCAD SHX Text 1/4" = 1'

AutoCAD SHX Text

AutoCAD SHX Text

CU-501

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DELETED

AutoCAD SHX Text

CU-501

File details come from the government source that posted it. Updated .