Attachment 1B - 02_570-221 - General and Civil Plans - Dwg 2.pdf

PDF 6 MB Posted

Attached to
Y1LZ--570-221 Expand Parking Minor Construction Clovis VAMC
Solicitation number
36C77622B0059
Issued by

About this file

Written by GovTribe AI ·

This document package includes construction plans and specifications for an expansion project at the Clovis VA Medical Center in California. The project scope involves purchasing additional land and constructing expanded parking facilities, including:

  • Grading and paving new parking lots and driveways.
  • Installing new storm drains, sanitary sewers, water lines, signage and street lights.
  • Upgrading existing utilities that will be impacted by construction.
  • Temporary measures such as fencing and a modular waiting area during work.

The solicitation for the project is listed as number 36C77622B0059 and was issued by the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas. The estimated award date is not provided. Construction is to adhere to specifications, details, notes and applicable local standards included in the plans.

View the file

Other files

File Type Posted
36C77622B0059 0010.docx DOCX document
Electric Utility (RULE 15) Plans_30x42.pdf PDF
36C77622B0059 0009.docx DOCX document
CD Technical Specs 2-8-23.pdf PDF
BP-105_1-30-23.pdf PDF
Electric Utility (Trenching Composite) Plans_30x42.pdf PDF
852.219-75 Clause for EAS.docx DOCX document
BP-101_1-30-23.pdf PDF
ES-100_1-30-23.pdf PDF
852.219-73 Clause for EAS.docx DOCX document
Electric Utility (RULE 20) Plans_30x42.pdf PDF
Responses to Contractor Questions.docx DOCX document
BP-102_1-30-23.pdf PDF
36C77622B0059 0008.docx DOCX document
Site Visit Sign in Sheet.pdf PDF
Attachment 1- FAR 52.229-11.pdf PDF
Attachment 2 -Site Visit Instructions.docx DOCX document
36C77622B0059 0007.docx DOCX document
28-CU-102 UTILITY PLAN-REV 1.pdf PDF
36C77622B0059 0006.docx DOCX document
36C77622B0059 0005.docx DOCX document
Clovis Parking VA RFI 003.pdf PDF
Clovis Panel Bracket Connection-C1.pdf PDF
36C77622B0059 0004.docx DOCX document
Clovis Temp-Water Service Dtl-W1.pdf PDF
Clovis Temp-Sewer Service Dtl-S1.pdf PDF
36C77622B0059 0003.docx DOCX document
36C77622B0059 0002.docx DOCX document
Attachment 1 Sign in sheet.pdf PDF
Attachment 1H - 08_570-221 - Architectrual Plan.pdf PDF
Attachment 1G - 07_570-221 - General and Civil Plans - Dwg 7.pdf PDF
List of Attachments ECMS Version.docx DOCX document
Attachment 1D - 04_570-221 - General and Civil Plans - Dwg 4.pdf PDF
Attachment 1A - 01_570-221 - General and Civil Plans - Dwg 1.pdf PDF
Attachment 1N - 10_570-221 - Landscape Plans - Dwg 1.pdf PDF
Attachment 1J - 12_570-221 - Electrical Plans.pdf PDF
36C77622B0059 0001.docx DOCX document
Attachment 1K - 13_570-221 - Electric Utility (RULE 20) Plans.pdf PDF
Attachment 1F - 06_570-221 - General and Civil Plans - Dwg 6.pdf PDF
Attachment 1I - 09_570-221 - Erosion and Sedimentation Plan.pdf PDF
Attachment 1M - 15_570-221 - Electric Utility (Trenching Composite) Plans.pdf PDF
Attachment 1O - 11_570-221 - Landscape Plans - Dwg 2.pdf PDF
Attachment 1P - 16_570-221 - CD Technical Specs 8-16-22.pdf PDF
Attachment 1E - 05_570-221 - General and Civil Plans - Dwg 5.pdf PDF
Attachment 1L - 14_570-221 - Electric Utility (RULE 15) Plans.pdf PDF
Attachment 1C - 03_570-221 - General and Civil Plans - Dwg 3.pdf PDF
Attachment 3 570-221 Geo Rpt.pdf PDF
Attachment 6 - Limitations on Subcontracting - Construction.docx DOCX document
Attachment 5 VHA COVID-19 Safety Protocols for Federal Contractors.pdf PDF
Attachment 1 570-221 SOW CLOVIS EXPAND PARKING.pdf PDF
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HERNDON AVENUE

N O

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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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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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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 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

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INITIAL

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PAVEMENT

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PROPOSED 8'H FENCE

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PREPARE SUBGRADE TO 5' BEYOND LIMITS OF FUTURE FACILITY. SEE DETAIL 6/CG-504

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%%USUMMARY OF PROJECT COORDINATES

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DRIVEWAY 1 CONSTR

AutoCAD SHX Text NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

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AutoCAD SHX Text 6+09.55

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AutoCAD SHX Text 16+88.35

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AutoCAD SHX Text S 89°30'16" E

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AutoCAD SHX Text 6364505.3943

AutoCAD SHX Text 2188938.7923

AutoCAD SHX Text 6364084.7314

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DRIVEWAY 4 CONSTR

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O

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49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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EX. SSMH

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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

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CM

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CP-102

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HORIZONTAL CONTROL PLAN

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SCALE:

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HORIZONTAL CONTROL PLAN

AutoCAD SHX Text 1"=20'-0"

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CP-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

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 A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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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 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 CP-103

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NORTH

PREPARE SUBGRADE TO 5' BEYOND LIMITS OF FUTURE FACILITY. SEE DETAIL 6/CG-504

O

RT

H

AR

M

ST

RO

N G

AV

EN

U E 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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MB

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PROPOSED BUILDING PAD

AutoCAD SHX Text P4

AutoCAD SHX Text J

AutoCAD SHX Text N0°29'45"E 153.06'

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AutoCAD SHX Text N0°29'45"E 662.40'

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AutoCAD SHX Text D

AutoCAD SHX Text S10°46'11"W 26.59'

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AutoCAD SHX Text D

AutoCAD SHX Text S0°29'45"W 613.58'

AutoCAD SHX Text S89°25'37"E 603.00'

AutoCAD SHX Text N0°29'45"E 662.40'

AutoCAD SHX Text

STL

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text (378.99)E

AutoCAD SHX Text

WV

AutoCAD SHX Text

PP/RIS

AutoCAD SHX Text

PP

AutoCAD SHX Text

PP

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

AutoCAD SHX Text

(379.19)RD

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MB

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MB

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PP

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WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

(380.06)LS

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WV

AutoCAD SHX Text

STL

AutoCAD SHX Text

(382.94)FNC

AutoCAD SHX Text

(382.58)FNC

AutoCAD SHX Text

(381.37)WALL

AutoCAD SHX Text

(382.17)FNC

AutoCAD SHX Text

PREPARE SUBGRADE TO 5' BEYOND LIMITS OF FUTURE FACILITY.

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AutoCAD SHX Text J.S.D.

AutoCAD SHX Text

CM

AutoCAD SHX Text

AutoCAD SHX Text

CP-103

AutoCAD SHX Text

HORIZONTAL CONTROL PLAN

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

HORIZONTAL CONTROL PLAN

AutoCAD SHX Text 1"=20'-0"

AutoCAD SHX Text

AutoCAD SHX Text

CP-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 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"

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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"

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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 one quarter inch = one foot

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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

AutoCAD SHX Text

STAMP

AutoCAD SHX Text

INITIAL

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

NORTH

CONTINUED ON CP-102

HERNDON AVENUE

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 A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text N89°26'32"W 645.00'

AutoCAD SHX Text S88°19'41"E 615.13'

AutoCAD SHX Text N89°26'32"W 645.00'

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=377.50

AutoCAD SHX Text

36"(NW,E)FL=371.00

AutoCAD SHX Text

24"(NE)FL=372.30

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.96

AutoCAD SHX Text

24"(SW)FL=372.35

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.75

AutoCAD SHX Text

36"(E,W)FL=370.88

AutoCAD SHX Text

SGNL

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SGNL

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SGNL

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SGNL

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SDMH

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SDMH

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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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SSMH

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SSMH

AutoCAD SHX Text S

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SGNL

AutoCAD SHX Text

PP/RIS

AutoCAD SHX Text

STL

AutoCAD SHX Text

(377.76)EP

AutoCAD SHX Text

TELR

AutoCAD SHX Text

(378.22)EP

AutoCAD SHX Text

WV

AutoCAD SHX Text

WM

AutoCAD SHX Text

STL

AutoCAD SHX Text

(378.28)EP

AutoCAD SHX Text

PP/RIS

AutoCAD SHX Text

(378.27)EP

AutoCAD SHX Text

(378.44)EP

AutoCAD SHX Text

(378.47)EP

AutoCAD SHX Text

WM

AutoCAD SHX Text

STL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

(378.34)EP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

(378.60)EP

AutoCAD SHX Text

FH

AutoCAD SHX Text

STL

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

(378.62)EP

AutoCAD SHX Text

(379.46)WTR

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

PP/RIS

AutoCAD SHX Text

(378.52)WALL

AutoCAD SHX Text

PP/RIS

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

(378.69)EP

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

(378.03)RAMP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

(379.76)TCB

AutoCAD SHX Text

MB

AutoCAD SHX Text

MB

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STL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SIGN

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CATV

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SGNL

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WV

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=377.77

AutoCAD SHX Text

36"(N,SE)FL=370.85

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.71

AutoCAD SHX Text

36"(E,W)FL=370.89

AutoCAD SHX Text

15"(N)FL=371.84

AutoCAD SHX Text

15"(S)FL=370.73

AutoCAD SHX Text

15" SD

AutoCAD SHX Text

(15" SD)

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.90

AutoCAD SHX Text

15"(N)FL=371.88

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=379.89

AutoCAD SHX Text

15"(S)FL=374.87

AutoCAD SHX Text -.0304

AutoCAD SHX Text -.0002

AutoCAD SHX Text .0001

AutoCAD SHX Text -.0015

AutoCAD SHX Text .0021

AutoCAD SHX Text -.0013

AutoCAD SHX Text

BW/4"

AutoCAD SHX Text

SW CORNER SECTION 34

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

AutoCAD SHX Text

18"(N)FL=372.41

AutoCAD SHX Text

CONNECT TO EXISTING STORM INLET PER SEPARATE PLANS (SEE GRADING PLANS)

AutoCAD SHX Text -.0200

AutoCAD SHX Text

ME

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ME

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VARIES

AutoCAD SHX Text -.0200

AutoCAD SHX Text -.0145

AutoCAD SHX Text -.0200

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VARIES

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ME

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ME

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VARIES

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VARIES

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AutoCAD SHX Text -.0200

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VARIES

AutoCAD SHX Text -.0200

AutoCAD SHX Text 2I2U

AutoCAD SHX Text 2I2U

AutoCAD SHX Text 2I2U

AutoCAD SHX Text 2I2L

AutoCAD SHX Text 2I2L

AutoCAD SHX Text 2I2L

AutoCAD SHX Text .0053

AutoCAD SHX Text -.0037

AutoCAD SHX Text .0015

AutoCAD SHX Text .0091

AutoCAD SHX Text .0015

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=377.50

AutoCAD SHX Text

36"(NW,E)FL=371.00

AutoCAD SHX Text

24"(NE)FL=372.30

AutoCAD SHX Text

EX. SDI

AutoCAD SHX Text

TC=377.96

AutoCAD SHX Text

24"(SW)FL=372.35

AutoCAD SHX Text

TEL

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SGNL

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SSMH

AutoCAD SHX Text S

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SDMH

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SGNL

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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

AutoCAD SHX Text S

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SGNL

AutoCAD SHX Text

TELR

AutoCAD SHX Text

WV

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=377.77

AutoCAD SHX Text

36"(N,SE)FL=370.85

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.21

AutoCAD SHX Text

36"(N,S)FL=371.18

AutoCAD SHX Text

18"(N)FL=372.41

AutoCAD SHX Text

CONNECT TO EXISTING STORM INLET PER SEPARATE PLANS (SEE GRADING PLANS)

AutoCAD SHX Text 2I2U

AutoCAD SHX Text 2I2U

AutoCAD SHX Text 2I2U

AutoCAD SHX Text 2I2L

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NORTH

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FEET

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SCALE:

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CONTINUED ON SHEET CP-105

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FEET

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HORIZONTAL

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FEET

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VERTICAL

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AutoCAD SHX Text Drawing Title

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

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

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

AutoCAD SHX Text

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

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AutoCAD SHX Text F

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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

AutoCAD SHX Text

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.

AutoCAD SHX Text

CM

AutoCAD SHX Text

AutoCAD SHX Text

CP-104

AutoCAD SHX Text

HERNDON AVENUE

AutoCAD SHX Text

ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD ST-33

AutoCAD SHX Text NOTES: 1. FOR ALL LOOP DETECTORS INSTALLED OR REINSTALLED, INSTALL SAWCUT, TYPE "E" INDUCTIVE LOOP FOR ALL LOOP DETECTORS INSTALLED OR REINSTALLED, INSTALL SAWCUT, TYPE "E" INDUCTIVE LOOP DETECTOR, 6' DIAMETER WITH 3 TURNS. HOT-MELTED RUBBERIZED ASPHALT SEALANT PER CALTRANS STANDARD DRAWING ES-5B. 2. ALL TRAFFIC SIGNAL PULL BOXES SHALL BE #6E WITH EXTENSION. ALL TRAFFIC SIGNAL PULL BOXES SHALL BE #6E WITH EXTENSION. 3. RECONSTRUCT MEDIAN ISLAND CURB IMPACTED BY THE CONSTRUCTION PER STANDARD CITY DETAIL ST-25. RECONSTRUCT MEDIAN ISLAND CURB IMPACTED BY THE CONSTRUCTION PER STANDARD CITY DETAIL ST-25. 4. TRENCH BACKFILL AND RESURFACING, OUTSIDE THE LIMITS OF PAVEMENT RECONSTRUCTION SHALL BE PER TRENCH BACKFILL AND RESURFACING, OUTSIDE THE LIMITS OF PAVEMENT RECONSTRUCTION SHALL BE PER STANDARD CITY DETAIL ST-20.

AutoCAD SHX Text REMOVE EXISTING TYPE 'E' INLET AND SALVAGE NEENAH LID TO FMFCD. CONSTRUCT FMFCD TYPE 'D' INLET TC = 378.49 15"(S)FL = 375.60±

AutoCAD SHX Text

MATCH EXISTING CURB/GUTTER

AutoCAD SHX Text

NGVD 29

AutoCAD SHX Text

NGVD 29

AutoCAD SHX Text LOOP DETECTOR NOTES: : 1. REMOVE AND SALVAGE MAGNETIC PROBES. REMOVE AND SALVAGE MAGNETIC PROBES. 2. SALVAGE PULL BOX LID TO CITY. REMOVE AND DISPOSE OF PULL BOX. CONDUIT IS TO REMAIN, SALVAGE PULL BOX LID TO CITY. REMOVE AND DISPOSE OF PULL BOX. CONDUIT IS TO REMAIN, PLACE CAP ON END OF CONDUIT. 3. INSTALLATION OF LOOP HOME RUNS INTO MEDIAN ISLAND PULL BOX. INSTALLATION OF LOOP HOME RUNS INTO MEDIAN ISLAND PULL BOX. a. EXPOSE PROBE CONDUIT. EXPOSE PROBE CONDUIT. b. REMOVE A 6" PIECE OF THE CONDUIT. REMOVE A 6" PIECE OF THE CONDUIT. c. INSTALL CAP OVER CONDUIT TO BE ABANDONED. INSTALL CAP OVER CONDUIT TO BE ABANDONED. d. INSTALL BUSHING ON CONDUITS LEADING TO PULL BOX. INSTALL BUSHING ON CONDUITS LEADING TO PULL BOX. e. INSTALL LOOP HOME RUNS INTO PULL BOX. INSTALL LOOP HOME RUNS INTO PULL BOX. f. SEE CLOVIS STANDARD DRAWING TS-2 FOR AC PATCH TREATMENT. SEE CLOVIS STANDARD DRAWING TS-2 FOR AC PATCH TREATMENT. g. USE TYPE "2" SPLICES TO CONNECT EXISTING DLC TO NEW LOOP (TYPE 2) WIRE.USE TYPE "2" SPLICES TO CONNECT EXISTING DLC TO NEW LOOP (TYPE 2) WIRE.

AutoCAD SHX Text ARMSTRONG/HERNDON CONTROLLER CABINET AT CABINET SLOT I2 REMOVE THE MODEL 232 PROBE AMPLIFIER. SALVAGE MODEL 232 AMPLIFIER TO THE CITY AND SUPPLY AND INSTALL A EDI LM222 LOOP AMPLIFIER IN SLOT I2.

AutoCAD SHX Text

AutoCAD SHX Text

FEET

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text EXIST 1 " C, 2 DLCs12" C, 2 DLCs

AutoCAD SHX Text

EXIST 1 " C, 1 DLC12" C, 1 DLC

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ABANDON

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GRING 2" AND OVERLAY WITH PROPOSED ASPHALTIC CONCRETE TYPE B

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SEE LOOP DETECTOR NOTES #2

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CENTER OF LOOPS ARE 410' TO LIMIT LINE

CENTER OF LOOPS ARE 265' TO LIMIT LINE

NORTH ARMSTRONG AVENUE

NORTH 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

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UP

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STL

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SSMH

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WV

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PP/RIS

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PP

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PP

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MB

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MB

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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. 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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MB

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MB

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PP

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WM

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WM

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WV

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SGNL

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STL

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SGNL

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SIGN

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TEL

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PP

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UM

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SGNL

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(377.64)SD

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SGNL

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SGNL

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SGNL

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SGNL

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SSMH

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SDMH

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SGNL

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SGNL

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SGNL

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SGNL

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SDMH

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SSMH

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(377.93)SD

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SDMH

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SGNL

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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EX. SDI

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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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EX. SDMH

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RIM=378.21

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36"(N,S)FL=371.18

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18"(N)FL=372.41

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CONNECT TO EXISTING STORM INLET PER SEPARATE PLANS (SEE GRADING PLANS)

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ME

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VARIES

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NORTH

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CONTINUED ON SHEET CP-104

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FEET

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SCALE:

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FEET

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HORIZONTAL

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FEET

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VERTICAL

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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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

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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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CP-105

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NORTH ARMSTRONG AVENUE

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ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD ST-33

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

AutoCAD SHX Text NOTES: 1. FOR ALL LOOP DETECTORS INSTALLED OR REINSTALLED, INSTALL SAWCUT, TYPE "E" INDUCTIVE LOOP FOR ALL LOOP DETECTORS INSTALLED OR REINSTALLED, INSTALL SAWCUT, TYPE "E" INDUCTIVE LOOP DETECTOR, 6' DIAMETER WITH 3 TURNS. HOT-MELTED RUBBERIZED ASPHALT SEALANT PER CALTRANS STANDARD DRAWING ES-5B. 2. ALL TRAFFIC SIGNAL PULL BOXES SHALL BE #6E WITH EXTENSION. ALL TRAFFIC SIGNAL PULL BOXES SHALL BE #6E WITH EXTENSION. 3. RECONSTRUCT MEDIAN ISLAND CURB IMPACTED BY THE CONSTRUCTION PER STANDARD CITY DETAIL ST-25. RECONSTRUCT MEDIAN ISLAND CURB IMPACTED BY THE CONSTRUCTION PER STANDARD CITY DETAIL ST-25. 4. TRENCH BACKFILL AND RESURFACING, OUTSIDE THE LIMITS OF PAVEMENT RECONSTRUCTION SHALL BE PER TRENCH BACKFILL AND RESURFACING, OUTSIDE THE LIMITS OF PAVEMENT RECONSTRUCTION SHALL BE PER STANDARD CITY DETAIL ST-20. 5. SALVAGE BACK TO THE CITY (2) MODEL 232 MAGNETIC PROBE DETECTOR AMPLIFIERS FROM THE 332 SALVAGE BACK TO THE CITY (2) MODEL 232 MAGNETIC PROBE DETECTOR AMPLIFIERS FROM THE 332 TRAFFIC SIGNAL CABINET AND SUPPLY AND INSTALL (2) MODEL 222 LOOP DETECTOR AMPLIFIERS, AS SHOWN ON PLAN. 6. INSTALL TWO (2) NEW TYPE "C" DLC FOR THE SOUTHBOUND LOOP DETECTIONS AND CONNECT THE NEW DLC INSTALL TWO (2) NEW TYPE "C" DLC FOR THE SOUTHBOUND LOOP DETECTIONS AND CONNECT THE NEW DLC IN THE CONTROLLER CABINET.

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INSTALL 2" X 6" REDWOOD HEADER BOARD PRIOR TO STREET SURFACING.

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

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

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NGVD 29

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NGVD 29

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

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

AutoCAD SHX Text BREAK INTO EXISTING 36" STORM DRAIN PIPE AND CONSTRUCT FMFCD TYPE 'A' CASE I MANHOLE 18"(E)FL=371.90 EXIST 36"(N,S)FL=370.16±

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EDGE OF TRANSITION PAVEMENT GRADING

AutoCAD SHX Text CONNECT CONDUITS (1 " C) 12" C) TOGETHER AND INSTALL A NEW TYPE "C" DETECTOR LEAD IN CABLES (DLC). (SEE NOTE 6.)

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CENTER OF LOOPS ARE 220' TO LIMIT LINE

CENTER OF LOOPS ARE 350' TO LIMIT LINE

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