Attachment 1D - 04_570-221 - General and Civil Plans - Dwg 4.pdf

PDF 6 MB Posted

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

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Written by GovTribe AI ·

This document package includes civil engineering construction plans and details to support an expansion of parking and land acquisition at the VA Central California Health Care System Medical Center located in Clovis, California. The plans call for grading, paving, drainage, utilities and other site improvements. Stormwater facilities include pipes, inlets, manholes and open channels to collect and convey runoff from the additional impervious surfaces. Parking stalls and accessible signage are specified. Pavement sections and materials are provided for both the parking areas and roadway widening. The related solicitation is numbered 36C77622B0059 for a minor construction project to implement the Y1LZ--570-221 Expand Parking plans at the Clovis VAMC. The Department of Veterans Affairs Technology Acquisition Center Austin is listed as the contracting agency.

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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 1A - 01_570-221 - General and Civil Plans - Dwg 1.pdf PDF
Attachment 1B - 02_570-221 - General and Civil Plans - Dwg 2.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

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EN

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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(379.19)RD

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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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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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(382.94)FNC

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(382.58)FNC

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(382.17)FNC

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FH

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(378.03)RAMP

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(380.42)IRR

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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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TC=377.90

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15"(N)FL=371.88

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15"(S)FL=374.87

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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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(30" SD)

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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 TC=378.48 18"(NW)FL=372.66

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

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

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

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

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

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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%

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

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

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

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CG-101

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OVERALL GRADING PLAN

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SCALE:

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OVERALL GRADING PLAN

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CG-101

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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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AutoCAD SHX Text three quarters 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 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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KEYNOTES

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CONSTRUCT CURB PER DETAIL 1/CG-502

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CONSTRUCT CURB & GUTTER PER DETAIL 2/CG-502

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CONSTRUCT 3' WIDE CONC. VALLEY GUTTER PER DETAIL 3/CG-502

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CONSTRUCT 2' WIDE CONC. CHANNEL PER DETAIL 4/CG-502

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CONSTRUCT ACCESSIBLE RAMP PER DETAIL 5/CG-502

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CONSTRUCT SPECIAL VALLEY GUTTER PER CLOVIS STANDARD DETAIL ST-10

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CONSTRUCT ACCESSIBLE RAMP PER CLOVIS STANDARD DETAIL ST-11

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NORTH

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CMU FENCE ON NORTH AND EAST SIDE PER DETAIL 2/CG-505

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EXISTING TREE

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SECTION LINE

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PAVEMENT

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FIRE HYDRANT

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SANITARY SEWER MANHOLE

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GUY WIRE

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VENT PIPE/STAND PIPE

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VP

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SIDEWALK

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FENCE

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CONSTRUCT ACCESSIBLE RAMP PER DETAIL 6/CG-502

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CONSTRUCT FENCE ON WEST AND SOUTH SIDE PER DETAIL 1/CG-505

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CONSTRUCT ADA PARKING STALL PER DETAIL 6/CG-501

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CONSTRUCT GATES PER DETAIL 1/CG-507

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AutoCAD SHX Text N

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CONSTRUCT SIDEWALKS PER STANDARD DETAIL ST-5

AutoCAD SHX Text N

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AutoCAD SHX Text 378.05

AutoCAD SHX Text 378.23

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PAD ELEV=VARIES (385' MAX) MIN FF ELEV=384'

AutoCAD SHX Text 377.46

AutoCAD SHX Text 377.68

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PLUG FOR FUTURE CONNECTION

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CONSTRUCT FMFCD STORM DRAIN FACILITIES PER STREET PLAN

HERNDON AVENUE

N 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

AutoCAD SHX Text D

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TEMPORARY MODULAR WAITING AREA

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PROPOSED BUILDING PAD

AutoCAD SHX Text D

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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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WTR SVR

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NO METER

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SGNL

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STL

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SGNL

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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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PP

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UM

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SGNL

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TEL

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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

AutoCAD SHX Text S

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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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SDMH

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WV

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WV

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SGNL

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PP/RIS

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(377.76)EP

AutoCAD SHX Text

TELR

AutoCAD SHX Text

(378.22)EP

AutoCAD SHX Text

(378.28)EP

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PP/RIS

AutoCAD SHX Text

(378.27)EP

AutoCAD SHX Text

(378.44)EP

AutoCAD SHX Text

(378.47)EP

AutoCAD SHX Text

SIGN

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(378.34)EP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

(381.37)WALL

AutoCAD SHX Text

(382.17)FNC

AutoCAD SHX Text

(378.60)EP

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

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(378.69)EP

AutoCAD SHX Text

CATV

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SGNL

AutoCAD SHX Text

(383.76)WALL

AutoCAD SHX Text

(387.79)WALL

AutoCAD SHX Text

(379.14)BLD

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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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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

AutoCAD SHX Text

15" SD

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(15" SD)

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EX. SDI

AutoCAD SHX Text

TC=379.89

AutoCAD SHX Text

15"(S)FL=374.87

AutoCAD SHX Text

EX. SDMH

AutoCAD SHX Text

RIM=378.21

AutoCAD SHX Text

36"(N,S)FL=371.18

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

TYPE 'D' INLET TC=378.48 18"(NW)FL=372.66

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

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

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

AutoCAD SHX Text

18"(N)FL=372.41

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

AutoCAD SHX Text

CONNECT TO EXISTING STORM INLET

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 40' of 12" HDPE @ 0.5%

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

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CM

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CG-102

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GRADING PLAN

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SCALE:

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GRADING PLAN

AutoCAD SHX Text 1"=20'-0"

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CG-102

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AutoCAD SHX Text Checked

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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

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 one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text one half 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

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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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CONTINUED ON CG-103

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NORTH

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PAD ELEV=VARIES (385' MAX) MIN FF ELEV=384'

CONSTRUCT FMFCD TYPE 'D' INLET PER STREET PLANS TC=378.49

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

PROPOSED BUILDING PAD

AutoCAD SHX Text D

AutoCAD SHX Text P4

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

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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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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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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

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 40' of 12" HDPE @ 0.5%

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

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

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CM

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CG-103

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GRADING PLAN

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SCALE:

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GRADING PLAN

AutoCAD SHX Text 1"=20'-0"

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CG-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

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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"

AutoCAD SHX Text

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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

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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

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

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

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

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NO.

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CONTINUED ON CG-102

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLUG FOR FUTURE CONNECTION

PAD ELEV=VARIES (385' MAX) MIN FF ELEV=384'

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

HEAVY DUTY SECTION

SCARIFY AND COMPACT SUBGRADE. SEE

GEOTECHNICAL RECOMMENDATIONS.

PARKING AREA SECTION

3" ASPHALTIC CONCRETE PAVEMENT

5.5" AGGREGATE BASE COURSE MATERIAL

HERDON AVENUE

8" SCARIFY SUBGRADE, MOISTURE TREATED

AND COMPACTED SOIL TO 95%

5.5" ASPHALTIC CONCRETE TYPE B

10" AGGREGATE BASE CLASS 2

SCARIFY AND COMPACT SUBGRADE. SEE

GEOTECHNICAL RECOMMENDATIONS.

NORTH ARMSTRONG AVENUE

8" SCARIFY SUBGRADE, MOISTURE TREATED

AND COMPACTED SOIL TO 95%

4.5" ASPHALTIC CONCRETE TYPE B

9" AGGREGATE BASE CLASS 2

T.I. = 8.0 R VALUE = 40T.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.

AutoCAD SHX Text NOTES: 1. MOUNTING HEIGHTS SHALL BE A MINIMUM OF 6'-8" CLEAR ABOVE FINISH MOUNTING HEIGHTS SHALL BE A MINIMUM OF 6'-8" CLEAR ABOVE FINISH GRADE TO BOTTOM OF LOWEST SIGN, WHERE THE SIGN IS LOCATED IN A PEDESTRIAN WALKWAY. WHERE THE SIGN IS OUTSIDE A PEDESTRIAN WALKWAY, MOUNTING HEIGHTS SHALL E A MINIMUM OF 4'-0". 2. SIGN CODES PER CALTRANS MUTCD AND CALTRANS SIGN SPECIFICATIONS SIGN CODES PER CALTRANS MUTCD AND CALTRANS SIGN SPECIFICATIONS APRIL, 2017. 3. USE NON-CORROSIVE TAMPER-PROOF HARDWARE.USE NON-CORROSIVE TAMPER-PROOF HARDWARE.

AutoCAD SHX Text NOTE: 1. EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A EMBLEM MUST BE LOCATED IN STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A VEHICLE IS PROPERLY PARKED IN THE SPACE (CENTER @ ENTRANCE TO STALL IS RECOMMENDED).

AutoCAD SHX Text

BLUE TRAFFIC PAINT

AutoCAD SHX Text

WHITE TRAFFIC PAINT 2 1/2" WIDE STRIPE

AutoCAD SHX Text

CONCRETE SETTING BLOCK

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18" DIA. CONCRETE FOOTING SLOPE TOP TO DRAIN

AutoCAD SHX Text

VARIES (SEE NOTE 1)

AutoCAD SHX Text

2% SLOPE TO DRAIN AWAY

AutoCAD SHX Text

FINISH GRADE

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2" DIAMETER STANDARD WEIGHT GALVANIZED STEEL PIPE POST

AutoCAD SHX Text

R7-8B SIGN WHERE INDICATED ON PLAN OR WHERE VAN ACCESSIBLE ADA SPACE SHOWN

AutoCAD SHX Text

R99 (CA) SIGN

AutoCAD SHX Text 12"

AutoCAD SHX Text

GALV. CAP TOP OF PIPE

AutoCAD SHX Text

12" HIGH WHITE LETTERS MINIMUM

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4" BLUE BORDER STRIPING WITH 2 COATS OF TRAFFIC LINE PAINT

AutoCAD SHX Text

4" WHITE STRIPING WITH 2 COATS OF TRAFFIC LINE PAINT

AutoCAD SHX Text

ACCESS AISLES ON BOTH SIDES OF EACH ACCESSIBLE STALL

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INTERNATIONAL SYMBOL OF ACCESSIBILITY (WHITE ON BLUE)

AutoCAD SHX Text

WHEEL STOP

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SIGN

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FACE OF CURB

AutoCAD SHX Text

5' MIN. SEE STRIPING PLAN

AutoCAD SHX Text

8' STANDARD STALL 11' VAN-ACCESSIBLE

AutoCAD SHX Text

NOTE: SEE LAYOUT PLAN FOR STRIPING DIMENSIONS

AutoCAD SHX Text

12" HIGH WHITE LETTERS MINIMUM

AutoCAD SHX Text 2 " 12"

AutoCAD SHX Text 1'

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2% MAXIMUM SLOPE IN ALL DIRECTIONS

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AutoCAD SHX Text C.M.

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CG-501

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CIVIL DETAILS

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

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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

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text D

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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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ACCESSIBLE STALL SIGNING AND STRIPING

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NOT TO SCALE

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CG-501

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SCALE:

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ASPHALT PAVEMENT DETAIL

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NOT TO SCALE

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CG-501

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SCALE:

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REMOVABLE POST BARRICADE

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NOT TO SCALE

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CG-501

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SCALE:

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ASPHALT PAVEMENT DETAIL

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CG-501

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SCALE:

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ROADWAY WIDENING PAVEMENT DETAIL

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NOT TO SCALE

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CG-501

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SCALE:

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MEDIAN ROUNDABOUT DETAIL

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NOT TO SCALE

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CG-501

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6" MIN.

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PAVEMENT SURFACE

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RELOCATE EXISTING TREES PER LANDSCAPE PLAN AND DETAILS.

CONCRETE CURB

www.reillyengineering.com

49 South Main Street Suite 200 Pittston, PA 18640

CONSTRUCTION DOCUMENTS

REVISIONS

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AutoCAD SHX Text C.M.

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CG-502

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CIVIL DETAILS

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"

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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

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AutoCAD SHX Text one half inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text E

AutoCAD SHX Text D

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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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ACCESSIBLE RAMP DETAIL

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6" CONCRETE CURB DETAIL

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CURB AND GUTTER DETAIL

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36" ON-SITE WIDE VALLEY GUTTER DETAIL

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24" WIDE CONCRETE CHANNEL DETAIL

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ACCESSIBLE CURB RAMP DETAIL

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RAMPS

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REQUIREMENT

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VA

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ABAAS

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NOTES

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MAXIMUM SLOPE

AutoCAD SHX Text 1:20

AutoCAD SHX Text 60000mm (200')

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MAXIMUM LENGTH, WITHIN RANGE OF 1:33 - 1:26

AutoCAD SHX Text 12000mm (40')

AutoCAD SHX Text 60000mm (200')

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MAXIMUM LENGTH, WITHIN RANGE OF 1:25 - 1:20

AutoCAD SHX Text 12000mm (40')

AutoCAD SHX Text 60000mm (200')

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MINIMUM CLEAR WIDTH

AutoCAD SHX Text 10500mm (35')

AutoCAD SHX Text 900mm (3'-0")

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MINIMUM SIZE LEVEL LANDING, WHERE DOORS SWING INTO LANDING

AutoCAD SHX Text 1800mm x 1800mm (6'-0" x 6'-0")

AutoCAD SHX Text 1500mm x 1500mm (5'-0" x 5'-0")

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CURB RAMPS

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REQUIREMENT

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VA

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ABAAS

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NOTES

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WIDTH, MINIMUM

AutoCAD SHX Text 1200mm (4'-0")

AutoCAD SHX Text 900mm (3'-0")

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AutoCAD SHX Text NOTES: 1. SICK VETERANS IN WHEELCHAIRS ARE OFTEN WEAK, DISORIENTED, AND UNSKILLED IN WHEELCHAIR SICK VETERANS IN WHEELCHAIRS ARE OFTEN WEAK, DISORIENTED, AND UNSKILLED IN WHEELCHAIR OPERATION. STUDIES SHOW THE ADDITIONAL 300 mm (1'-0") PROVIDES A MUCH NEEDED MARGIN OF SAFETY. 2. TESTS SHOW ONLY THOSE WITH GOOD UPPER BODY STRENGTH CAN MANAGE A RAMP SLOPE OF 1:12. TESTS SHOW ONLY THOSE WITH GOOD UPPER BODY STRENGTH CAN MANAGE A RAMP SLOPE OF 1:12. SLOPES GREATER THAN 1:16 CREATE SAFETY HAZARDS FOR ANY WHEELED VEHICLE. 3. LONG INTERRUPTED RAMPS ARE PRONE TO CAUSE ACCIDENTS. WEAK, UNSKILLED WHEELCHAIR USERS LONG INTERRUPTED RAMPS ARE PRONE TO CAUSE ACCIDENTS. WEAK, UNSKILLED WHEELCHAIR USERS NEED MORE FREQUENT STOPS IN ORDER TO OPERATE WHEELCHAIRS SAFELY. 4. THE 300 mm (1'-0") ADDED WIDTH IS NECESSARY TO ENSURE ALL VA WHEELCHAIR USERS CAN GET THE 300 mm (1'-0") ADDED WIDTH IS NECESSARY TO ENSURE ALL VA WHEELCHAIR USERS CAN GET UP AND DOWN THE RAMP, SAFELY. 5. OLDER, FRAIL, DISORIENTED, OR DISABLED VETRANS NEED A LARGER LEVEL PLATFORM TO MANEUVER A OLDER, FRAIL, DISORIENTED, OR DISABLED VETRANS NEED A LARGER LEVEL PLATFORM TO MANEUVER A WHEELCHAIR.

AutoCAD SHX Text NOTE: ALL WHEEL STOPS SHALL BE PLACED ON DRIVER SIDE OF STALLS, EXCEPT WHERE ANGLE OF PARK IS TO THE LEFT

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FACE OF CURB

AutoCAD SHX Text 5 " H. X 4'-0" LG. 12" H. X 4'-0" LG. PRECAST CONC. WHEELSTOP REINFORCED WITH MIN. 2-#4 CONT. STL. BAR WITH 1 " 12" MIN. COVER

AutoCAD SHX Text FOR ASPHALT PAVEMENT ON GRADE, ATTACH WHEELSTOP W/ " DIA. 12" DIA. X 1'-0" LG. BAR 6" FROM EA. END TYP.

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PRECAST CONCRETE WHEELSTOP DETAIL

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PLAN

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SECTION

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PROFILE

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TRENCH DRAIN (SEE NOTES)

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SECTION

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6" CONCRETE WITH REBAR (SEE SETION)

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PCC VEHICULAR PAVING

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TRENCH DRAIN

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OUTLET AT LOW POINT OF DRAIN

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#4 REBAR (TYP)

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3" CLR

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TRENCH DRAIN

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EXPANSION JOINT

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FLOWLINE

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EXPANSION JOINT

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#4 REBAR (TYP)

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LIP OF GUTTER

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VALLEY GUTTER

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8" CONCRETE (CLASS B) ON 11" AB (CLASS 2)

AutoCAD SHX Text NOTES: 1. TRENCH DRAIN SHALL BE MADE OF CONCRETE, HAVE A SIX-INCH MINIMUM WIDTH, HAVE A TRENCH DRAIN SHALL BE MADE OF CONCRETE, HAVE A SIX-INCH MINIMUM WIDTH, HAVE A NINE-INCH MINIMUM DEPTH, AND SLOPED BOTTOM. 2. TRENCH DRAIN SHALL BE DESIGNED TO CONVEY 300 GALLONS PER MINUTE OF STORM TRENCH DRAIN SHALL BE DESIGNED TO CONVEY 300 GALLONS PER MINUTE OF STORM WATER. 3. GRATE SHALL BE DUCTILE IRON, H-20 TRAFFIC RATED, HAVE A LOCKING MECHANISM, AND GRATE SHALL BE DUCTILE IRON, H-20 TRAFFIC RATED, HAVE A LOCKING MECHANISM, AND FRAME AND ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. 4. GRATE SHALL MEET ABAAS ACCESSSABILITY REQUIREMENTS. GRATE SHALL MEET ABAAS ACCESSSABILITY REQUIREMENTS.

6"

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