Attachment 1C - 03_570-221 - General and Civil Plans - Dwg 3.pdf

PDF 7 MB Posted Sep 21, 2022

Attached to: Y1LZ--570-221 Expand Parking Minor Construction Clovis VAMC
Solicitation number: 36C77622B0059
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 27, 2023

This package includes construction plans and specifications for an expansion of parking and land acquisition at the VA Central California Health Care System campus located in Clovis, California. The plans show site work including pavement demolition and replacement, striping, signage, utility relocation, landscaping, and fencing. The related solicitation seeks offers for minor construction services to implement the plans and expand parking capacity on site to support increased medical center operations. Offerors should have experience with federal construction requirements and familiarize themselves with the design documents prior to submitting a proposal. The estimated value of this opportunity is $570,221.

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6 7

HERNDON AVENUE

N O

N G

U E

TOLLHOUSE ROAD

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

PAVEMENT TIE IN DETAIL

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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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(378.10)SD

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(378.03)RAMP

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SIGN

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(378.68)SD

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(379.76)TCB

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(380.42)IRR

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AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = 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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INITIAL

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VENT PIPE/STAND PIPE

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FENCE

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CONCRETE

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ANGLE POINT

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BUILDING

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PAVEMENT LEGEND

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CITY OF CLOVIS ROADWAY WIDENING SEE DETAIL 5/CG-501

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PARKING LOT HEAVY DUTY PAVEMENT SEE DETAIL 3/CG-501.

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PARKING LOT ASPHALT PAVEMENT SEE DETAIL 4/CG-501.

AutoCAD SHX Text SAWCUT AND REMOVE OF EXISTING PAVEMENT AS SHOWN (OR TO LIMITS OF DAMAGE) TO ENSURE A CLEAN TRANSITION FROM EXISTING TO NEW PAVEMENT

AutoCAD SHX Text SAWCUT AND REMOVE MIN 1' WIDE OF EXISTING PAVEMENT (OR TO LIMITS OF DAMAGE) TO ENSURE A CLEAN TRANSITION FROM EXISTING TO NEW PAVEMENT

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SCALE: N.T.S.

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PROPOSED ASPHALTIC CONCRETE

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SAWCUT WITH CLEAN SQUARE EDGES AND MATCH EXISTING PAVEMENT

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CRACK SEAL REQUIRED

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APPLY TACK COAT ON ALL EDGES

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GRIND 2" AND OVERLAY WITH PROPOSED ASPHALTIC CONCRETE TYPE B

HERNDON AVENUE

N O

N G

U E

TOLLHOUSE ROAD

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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STL

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SSMH

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PP/RIS

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(379.19)RD

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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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(380.06)LS

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SGNL

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(377.93)SD

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(378.01)SD

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STL

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PP/RIS

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PP/RIS

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(378.10)SD

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(378.03)RAMP

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SIGN

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(378.68)SD

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(379.76)TCB

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SGNL

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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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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

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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EXISTING TREE

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EXISTING GRADE

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FIRE HYDRANT

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SDMH

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ELECTRIC BOX

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ELB

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TELEPHONE BOX

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TELB

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CABLE TELEVISION

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CATV

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POWER POLE

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TELEPHONE POLE

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GUY WIRE

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VENT PIPE/STAND PIPE

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SIDEWALK

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FENCE

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FNC

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CONCRETE

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ANGLE POINT

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GRADE BREAK

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RETURN

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RET

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SLOPE

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BUILDING

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BLDG

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ORIGINAL GROUND

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PROPERTY LINE

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HINGE POINT

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FINISH FLOOR

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FINISH DIRT

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TOE OF SLOPE

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TOE

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TOP OF SLOPE

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TOP

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PP/RIS

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(OH)

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LEGEND:

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(SD)

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(SS)

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(IRR)

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EXISTING SECTION LINE

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EXISTING CENTER LINE

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EXISTING PROPERTY LINE

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EXISTING RIGHT-OF-WAY LINE

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EXISTING CURB & GUTTER

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EXISTING EDGE OF PAVEMENT

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EXISTING WATER LINE (SIZE SHOWN)

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EXISTING OVERHEAD ELECTRIC LINE

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EXISTING STORM DRAIN LINE (SIZE SHOWN)

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EXISTING SEWER LINE (SIZE SHOWN)

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EXISTING IRRIGATION LINE

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EXISTING CHAINLINK FENCE

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EXISTING WIRE FENCE

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EXISTING FIRE HYDRANT

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EXISTING WATER VALVE

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PROPOSED WATER METER

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EXISTING UNDERGOUND MARKER

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EXISTING GUYED WIRE

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EXISTING GAS VALVE

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EXISTING TELEPHONE MANHOLE

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EXISTING STORM DRAIN GRATE INLET

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EXISTING FMFCD TYPE "D" INLET

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EXISTING STORM DRAIN MANHOLE

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PROPOSED STORM DRAIN MANHOLE

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EXISTING STREET LIGHT

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EXISTING UTILITY POLE

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EXISTING TRANSFORMER POLE

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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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PROPOSED CURB & GUTTER

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PROPOSED WATER

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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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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

AutoCAD SHX Text TOTAL PARKING SPACES ADA PARKING = 50 SPACES = 50 SPACES PARKING = 405 SPACES = 405 SPACES TOTAL SPACES = 455 SPACES= 455 SPACES

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* INCLUDES VAN ACCESSIBLE SPACES

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FIRE LANE CURB PAINTING (RED)

NORTH

BIKELANE

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

NORTH ARMSTRONG AVENUE

AutoCAD SHX Text A

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SGNL

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SGNL

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SGNL

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SGNL

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SGNL

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SGNL

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SGNL

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SGNL

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TEL

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SGNL

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PP/RIS

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STL

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TELR

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STL

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PP/RIS

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STL

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SIGN

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SIGN

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STL

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(379.46)WTR

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PP/RIS

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(378.52)WALL

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PP/RIS

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(378.03)RAMP

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STL

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(379.76)TCB

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STL

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SGNL

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SIGN

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CATV

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STL

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AutoCAD SHX Text (378.99)E

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PP/RIS

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(379.19)RD

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(380.06)LS

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SGNL

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STL

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SGNL

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STL

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SIGN

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TEL

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AutoCAD SHX Text (378.21)E

AutoCAD SHX Text (378.03)E

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SGNL

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SGNL

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SGNL

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(382.94)FNC

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PROPOSED LINE STRIPING

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REMOVE EXISTING LINE STRIPING

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NORTH

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FEET

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SCALE:

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CONTINUED ABOVE

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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

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

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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

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 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"

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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 F

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AutoCAD SHX Text D

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AutoCAD SHX Text B

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

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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

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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CP-108

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AVENUE

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HERNDON AND NORTH ARMSTRONG

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SIGNAGE AND STRIPING

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NORTH

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CONTINUED BELOW

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FEET

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SCALE:

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KEYNOTES:

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PROPOSED PAINT STRIPING

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INSTALL LEFT ARROW (USE CITY OF CLOVIS STENCILS)

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EXISTING PAINT STRIPING

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INSTALL RIGHT ARROW (USE CITY OF CLOVIS STENCILS)

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EXISTING STRIPING TO BE REMOVED PER CITY STDS.

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EXISTING RIGHT ARROW TO REMAIN

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EXISTING LEFT ARROW TO REMAIN

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STRIPING NOTES:

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1. A STRIPING PLAN APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING A STRIPING PLAN APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR STRIPING INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES STREET SECTION AT (559)324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY WORK. THE STREETS SECTION SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES OF INSTALLATIONS. ANY CHANGES TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WORK THEREON. 2. APPLICATION EQUIPMENT FOR PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 APPLICATION EQUIPMENT FOR PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION EQUIPMENT" OF THE STATE STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" EQUIPMENT. ONLY "AIRLESS" TYPE EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY TRAFFIC PAINT FOR STRIPING OR STENCILING. THE USE OF 'AIRSPRAY" TYPE OF EQUIPMENT IS NOT ALLOWED IN THE CITY OF CLOVIS. 3. THE CONTRACTOR SHALL ACQUIRE ALL PERMITS AS MAY BE REQUIRED FROM OTHER THE CONTRACTOR SHALL ACQUIRE ALL PERMITS AS MAY BE REQUIRED FROM OTHER AGENCIES. 4. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF THE STATE OF CALIFORNIA'S “MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. 5. ANY EXISTING SIGNING AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE ANY EXISTING SIGNING AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE SALVAGED TO THE CITY OF CLOVIS CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE AVENUE (BY APPOINTMENT ONLY). 6. STRIPING DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE STRIPING DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE SEALED WITH A "WALKMASTER" OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO RE-STRIPING. ANY VOIDS CREATED BY GRINDING SHALL BE FILLED BY USING TYPE 11 SLURRY AS DETERMINED BY THE CITY ENGINEER. 7. ALL LEGENDS (ARROWS INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A ALL LEGENDS (ARROWS INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A MANNER TO PROVIDE A RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED LEGEND. NO GRINDING SHALL 'SHADOW" THE SHAPE OF THE STENCILING TO BE REMOVED. 8. CITY STENCILS SHALL BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF CLOVIS. CITY STENCILS SHALL BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF CLOVIS. ALL TURN ARROWS SHALL BE NINETY DEGREES (90"), THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE CONTRACTOR SHALL RETURN ALL STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR BETTER. 9. ALL CROSSWALKS TO BE INSTALLED SHALL MEET THE REQUIREMENTS OF CITY STANDARD ALL CROSSWALKS TO BE INSTALLED SHALL MEET THE REQUIREMENTS OF CITY STANDARD TS-7 UNLESS OTHERWISE NOTED ON THESE PLANS. PROVIDE YELLOW CROSSWALKS AT INTERSECTIONS WITHIN 600' OF ANY SCHOOL FACILITIES. CROSSWALKS SHALL BE INSTALLED USING EXTRUDED TYPE ALKYD BINDER THERMOPLASTIC MATERIAL APPLIED AT A THICKNESS OF 125 MILS (±15MILS). TYPE 1 GLASS BEADS SHALL BE 25-30 PERCENT OF MATERIAL BEFORE APPLICATION AND SHALL BE APPLIED TO THE EXTRUDED MATERIAL IMMEDIATELY AFTER APPLICATION. 10. TYPE OF MARKERS SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF TYPE OF MARKERS SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF THE STATE STANDARD SPECIFICATIONS AND AS SHOWN ON THE STRIPING PLAN(S). ALL PAVEMENT MARKERS AND ROAD SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN THE LATEST EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, PAGES A20-A THROUGH D AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF CLOVIS STANDARD SPECIFICATIONS. 11. STRIPING DETAILS 9, 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE “C" (RED-CLEAR STRIPING DETAILS 9, 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE “C" (RED-CLEAR C" (RED-CLEAR RETROREFLECTIVE) MARKERS. 12. "H" MARKERS SHALL BE INSTALLED IN THE PAVEMENT ALONG BOTH SIDES OF THE MEDIAN "H" MARKERS SHALL BE INSTALLED IN THE PAVEMENT ALONG BOTH SIDES OF THE MEDIAN ISLAND CURB FACE. THE SPACING OF THE “H" MARKERS SHALL BE TWENTY-FOUR (24) H" MARKERS SHALL BE TWENTY-FOUR (24) FEET ON CENTER (O.C.). 13. REFER TO CITY OF CLOVIS STANDARD SPECIFICATIONS. SUBSECTION 84-2.4 'TRAFFIC SIGNS', REFER TO CITY OF CLOVIS STANDARD SPECIFICATIONS. SUBSECTION 84-2.4 'TRAFFIC SIGNS', FOR SIGN REFLECTIVE SHEETING AND PROTECTIVE ANTI-GRAFFITI FILM. SIGNS ARE TO BE MADE FROM A 0.08" THICK ALUMINUM STOCK. SIGN SHALL CONFORM TO CURRENT CALIFORNIA MUTCD SPECIFICATIONS. 14. SIGNS SHALL BE PLACED A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT SIGNS SHALL BE PLACED A MINIMUM OF FOUR (4) FEET FROM THE EDGE OF PAVEMENT WHEN INSTALLING ALONG STREETS WHERE CURB AND GUTTER ARE NOT PRESENT. 15. STREET SIGN INSTALLATION ON METAL STREET LIGHT POLES OR SIGNAL POLES SHALL STREET SIGN INSTALLATION ON METAL STREET LIGHT POLES OR SIGNAL POLES SHALL REQUIRE THE USE OF STAINLESS-STEEL BANDING MATERIAL. NO HOSE CLAMPS ARE ALLOWED. 16. EXISTING SIGNING, STRIPING, OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES EXISTING SIGNING, STRIPING, OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED AS DIRECTED BY THE CITY ENGINEER. 17. ALL EXISTING SIGNS AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER ALL EXISTING SIGNS AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER SPECIFICALLY IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR NOT, SHALL BE CONSIDERED AS PART OF THE REQUIRED WORK TO BE PERFORMED. 18. THE CONTRACTOR SHALL CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S THE CONTRACTOR SHALL CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S APPROVAL OF THE CAT-TRACKING PRIOR TO APPLYING FINAL STRIPING. 19. ALL STREET SIGNS NOT INSTALLED ON PROPOSED STREET LIGHT POLES SHALL BE ALL STREET SIGNS NOT INSTALLED ON PROPOSED STREET LIGHT POLES SHALL BE INSTALLED ON SIGN POSTS PER CITY STANDARD DRAWINGS ST-15A, ST-18 AND ST-19.

AutoCAD SHX Text INSTALL STOP SIGN PER CITY STANDARDS. STOP SIGN TO BE MAINTAINED BY VA, NOT BY CITY. USE CITY STANDARDS TO PLACE STOP SIGN.

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SALVAGE EXISTING W4-2 TO THE CITY AND RELOCATE EXISTING R2-1

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PAVEMENT MARKING LEGEND

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EXISTING

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PROPOSED

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BROKEN WHITE PER DETAIL 12

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DOUBLE YELLOW PER DETAIL 22

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BROKEN WHITE PER DETAIL 12

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DOUBLE YELLOW PER DETAIL 22

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EDGE LINE PER DETAIL 27B

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EDGE LINE PER DETAIL 27B

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EXISTING STRAIGHT ARROW

AutoCAD SHX Text CONTRACTOR TO ERADICATE EXISTING LINES THAT CONFLICT WITH THE PROPOSED LANE CONFIGURATION.

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BROKEN WHITE PER DETAIL 39A

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SOLID WHITE PER DETAIL 38

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BROKEN WHITE PER DETAIL 8

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INSTALL R3-7 AND EXISTING R2-1 ON SIGN POST WITH SIGN ANCHOR PER ST-15A

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REMOVE MERGE ARROW (TYP. 3 LOCATIONS)3 LOCATIONS)

AutoCAD SHX Text INSTALL TEMPORARY TIMBER BARRICADE PER CITY STANDARD DRAWING ST-13, FROM ROW TO EDGE OF PAVEMENT.

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INSTALL R7-9

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INSTALL R7-9

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INSTALL R3-7

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ADJUST DETAIL 22 PER REVISED CENTERLINE

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INSTALL STRAIGHT ARROW (USE CITY OF CLOVIS STENCILS)

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ADJUST DETAIL 27B PER LANE CONFIGURATION

INSTALL W4-2(LT) ON SIGN POST WITH SIGN ANCHOR PER ST-15A

NORTH ARMSTRONG AVENUE

HERNDON AVENUE

ARMSTRONG AVENUE

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

HERNDON AVENUE LEGEND

PROPOSED 8' HIGH FENCE

PROPOSED NORTH SIDE AND EASTSIDE CMU WALL

PROPOSED HERNDON AND ARMSTRONG AVENUE

FENCE WITH BLOCK COLUMNS

PROPOSED BLOCK COLUMNS

STATION AT ℄ OF BLOCK COLUMN

PROPOSED GRADE ELEV. AT BLOCK COLUMN (FT)

STA 6+51.15

ELEV 380.40

AutoCAD SHX Text D

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STL

AutoCAD SHX Text S

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PP/RIS

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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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SGNL

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SIGN

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TEL

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SGNL

AutoCAD SHX Text

SGNL

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SGNL

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SGNL

AutoCAD SHX Text S

AutoCAD SHX Text

(377.93)SD

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SGNL

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PP/RIS

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 W/4"

AutoCAD SHX Text D

AutoCAD SHX Text S88%%D19'41"E 615.13'

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AREA GRANTED TO CITY OF CLOVIS IN DEED

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RECORDED OCTOBER 8, 2003 AS DOC. NO. 2003-0242676, O.R.F.C.

AutoCAD SHX Text

BOX

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BURIED

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BOX

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BURIED

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EX.12"PVC

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EX.12"PVC

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EX.12"PVC

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EX.12"PVC

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ABANDONED SEWER

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LIFT STATION

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PVC

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EX. 27"

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PVC

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(378.35)CR

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SSMH

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AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

(377.93)SD

AutoCAD SHX Text (377.75)E

AutoCAD SHX Text

(377.72)CR

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

PP/RIS

AutoCAD SHX Text

STL

AutoCAD SHX Text

(377.76)EP

AutoCAD SHX Text

(378.22)EP

AutoCAD SHX Text

STL

AutoCAD SHX Text

(378.28)EP

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PP/RIS

AutoCAD SHX Text

(378.27)EP

AutoCAD SHX Text

(378.44)EP

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(378.47)EP

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STL

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SIGN

AutoCAD SHX Text

(378.34)EP

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SIGN

AutoCAD SHX Text

(378.60)EP

AutoCAD SHX Text

(378.01)SD

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STL

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

(378.62)EP

AutoCAD SHX Text (379.14)E

AutoCAD SHX Text

(379.46)WTR

AutoCAD SHX Text

PP/RIS

AutoCAD SHX Text

(378.52)WALL

AutoCAD SHX Text

PP/RIS

AutoCAD SHX Text

(378.10)SD

AutoCAD SHX Text

(378.69)EP

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SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

(378.03)RAMP

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SIGN

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SIGN

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(379.76)TCB

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STL

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SIGN

AutoCAD SHX Text (380.08)E

AutoCAD SHX Text (380.40)E

AutoCAD SHX Text (378.93)E

AutoCAD SHX Text (378.72)E

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CATV

AutoCAD SHX Text (378.50)E

AutoCAD SHX Text (379.29)E

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SW CORNER SECTION 34

AutoCAD SHX Text T.12S., R.21.E., M.D.B.&M.

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EX.SIGNAL BOX

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SIGNAL BOX

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CONC. MEDIAN

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CONC. MEDIAN

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15" SD

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(15" SD)

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SW CORNER SECTION 34

AutoCAD SHX Text T.12S., R.21.E., M.D.B.&M.

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NORTH

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FEET

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SCALE:

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Date

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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

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

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

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EXPAND MEDICAL CENTER

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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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AutoCAD SHX Text J.S.D.

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CP-109

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FENCE LAYOUT PLAN

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FEET

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SCALE:

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SEE ABOVE FOR CONTINUATION

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SEE BELOW FOR CONTINUATION

N O

N G

U E

CMU FENCE LAYOUT - EAST WALL

tel: 570.654.2473 fax: 570.654.6880 www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

CMU FENCE LAYOUT - NORTH WALL

LEGEND

PROPOSED 8' HIGH FENCE

PROPOSED NORTH SIDE AND EASTSIDE CMU WALL

PROPOSED HERNDON AND ARMSTRONG AVENUE

FENCE WITH BLOCK COLUMNS

PROPOSED BLOCK COLUMNS

STATION AT ℄ OF PILASTER ALONG CMU WALL

PROPOSED TOP OF FOOTING ELEV. AT BLOCK COLUMN (FT)

STA 9+00.62

T.O.F. ELEV 378.50

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PROPOSED BUILDING PAD

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PROPOSED BUILDING PAD

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SIGN

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SIGN

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(381.37)WALL

AutoCAD SHX Text

(379.46)WTR

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PP/RIS

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(378.52)WALL

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PP/RIS

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(378.10)SD

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(379.76)TCB

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SIGN

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CATV

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SGNL

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(383.76)WALL

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(387.79)WALL

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(379.14)BLD

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15" SD

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AutoCAD SHX Text S89%%D25'37"E 603.00'

AutoCAD SHX Text N0%%D29'45"E 153.06'

AutoCAD SHX Text

(378.82)CR

AutoCAD SHX Text

(378.42)EP

AutoCAD SHX Text

(379.19)RD

AutoCAD SHX Text

(379.47)CNDT

AutoCAD SHX Text

(380.06)LS

AutoCAD SHX Text

(379.79)CNDT

AutoCAD SHX Text

(378.51)EP

AutoCAD SHX Text

(378.90)CR

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(378.54)EP

AutoCAD SHX Text

(382.94)FNC

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(382.58)FNC

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NORTH

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FEET

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SCALE:

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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:

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

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

AutoCAD SHX Text

STAMP

AutoCAD SHX Text

INITIAL

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

AutoCAD SHX Text J.S.D.

AutoCAD SHX Text

CP-110

AutoCAD SHX Text

CMU FENCE LAYOUT PLAN

AutoCAD SHX Text

SEE BELOW FOR CONTINUATION

AutoCAD SHX Text

SEE ABOVE FOR CONTINUATION

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

File details come from the government source that posted it. Updated Sep 21, 2022.