36C24119R0104-0005010.pdf

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631-17-002 Exterior Site Improvements
Solicitation number
36C24119R0104
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36C24119R0104 0005 631-17-002_06-Grading Plans 2 of 2.pdf

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T/G: 413.71

INV. OUT: 409.27

CB032

T/G: 412.98

INV IN(N):409.01

INV IN(W):409.08

INV. OUT: 408.89

CB072

T/G: 399.15

INV IN:393.66

INV. OUT: 397.80

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INV IN:392.40

INV. OUT: 391.83

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ADJUST VALVE

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ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 0.2'±)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 0.8'±)

ADJUST MH RIM

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(APPROX. 1.2'±)ADJUST INLET GRATE

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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 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

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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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AutoCAD SHX Text one quarter inch = one foot

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

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AutoCAD SHX Text Grading & Utility Plan 'F'

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

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SITE SYMBOL - IMPROVEMENTS

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AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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MA# 53668

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AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

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INV IN:401.52

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ADJUST INLET GRATE

ELEV. TO GRADE

(AS NECESSARY)

ADJUST INLET GRATE

ELEV. TO GRADE

ADJUST VALVE

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST VALVE

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST VALVE

ELEV. TO GRADE

ADJUST VALVE

ELEV. TO GRADE

ADJUST INLET GRATE

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

CONVERT STRUCTURE TOP

FROM GRATE TO MANHOLE RIM

(ADJUST TO GRADE)

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST INLET GRATE

ELEV. TO GRADE

ADJUST INLET GRATE

ELEV. TO GRADE

(CLEAN CATCH BASIN) ADJUST INLET GRATE

ELEV. TO GRADE

(CLEAN CATCH BASIN)

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST VALVE

ELEV. TO GRADE

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST INLET GRATE

ELEV, TOGRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

PROTECT EXISTING

RAIN GARDEN DURING

CONSTRUCTION

RELOCATED

UNDERGROUND

ELECTRIC

MAINTAIN 2 FT. MINIMUM COVER

OVER ELECTRIC LINE

(ADJUST DEPTH AS NECESSARY)

ADJUST ELECTRIC

BOX TO GRADE (AS

NECESSARY)

DEPTH OF STEAM PIPE UNKNOWN.

REMOVE & RELOCATE ANY

PORTION OF THE EXISTING

STEAM PIPE THAT DOES NOT

MAINTAIN A MINIMUM COVER

ADJUST WATER LINE

AS NECESSARY TO

INSTALL WATER

QUALITY STRUCTURE

REMOVE & RELOCATE

LIGHT POLE

ADJUST WATER AS

NECESSARY TO

MAINTAIN MINIMUM

18" SEPARATION

COORDINATE

CONSTRUCTION TO

MAINTAIN RAMP ACCESS

OCS-3

RIM:404.5

S

D

OCS-4

OUTLET CONTROL STRC

INTERNAL RISER PIPE W/ CORED ORIFICE

RIM:402.4

SUBSURFACE BASIN - 2

CULTEC R V8HD 3 ROWS 46.67'LF

EMBEDDED IN 18' X 48.67 X 3.67' STONE

BOTTOM OF STONE=398.00

INV IN=398.50

INV OUT 12"HDPE=398.50

INV OUT 4" PVC=398.00

WQU-6

VORTSENTRY HS36

WATER QUALITY UNIT

TG:404.3

WQU-5

VORTSENTRY HS36

WATER QUALITY UNIT

TG:405.0

OCS-3

OUTLET CONTROL STRC

INTERNAL RISER PIPE W/ CORED ORIFICE

RIM:404.5

4'Ø SAN MH SMH200

RIM:413.21

INV. IN:406.36(E)

INV. OUT:402.86

SMH23

RIM:401.72

INV. IN:392.86(E)

INV. OUT:392.77(W)

4'Ø SAN MH SMH201

RIM:406.55

INV. IN:399.86(E)

INV. OUT:398.32

96' of 10" S=0.031

S

D

S

D

S

D

TG:385.2

WQU-14

VORTSENTRY HS36

WATER QUALITY UNIT

TG:381.5

DMH71

RIM:367.7

DMH72

RIM:364.2

SUBSURFACE BASIN -1

CULTEC R V8HD 3 ROWS @ 39.17' LF

EMBEDDED IN 18.0'X41.17'X3.67 STONE

BOTTOM OF STONE ELEV=399.00

INV IN=399.50

INV OUT 12"HDPE=399.50

INV OUT 4" PVC=399.00

4" PVC

UNDERDRAIN

4" PVC

UNDERDRAIN

ALL EXISTING UNDERDRAIN

SHALL BE CONNECTED TO AND

DISCHARGE TO PROPOSED

STORMWATER STRUCTURES

(TO BE COORDINATED

DURING CONSTRUCTION)

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MAJOR CONTOUR (5')

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STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

WATER LINE

WATER VALVE

HYDRANT, FIRE

SANITARY SEWER LINE

UTILITY, SANITARY MANHOLE

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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 three quarters inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

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AutoCAD SHX Text VA Medical Center Northampton

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text Grading & Utility Plan 'H'

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS142

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FF 321.86

FF 321.83

1'X2' M INLET

T/G: 403.82

INV IN:401.52

INV. OUT: 401.32

CB015

STORM MANHOLE

(GRATE TOP)

RIM: 416.45

INV. (W):410.90

INV. (N):410.83

INV. (NW):410.79

INV. (E):411.32

INV. (S):411.40

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POLE

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#9

CANOPY

CANOPY

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LIGHT

POLE

WV

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CB016

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#30

#9A

#26

#8

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#69

#5

#4

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OUTER LOOP ROAD

OUTER LOOP ROAD

OUTER LOOP ROAD

INNER LOOP ROAD

CB

RIPRAP

PAVED SWALE

PAVED SWALE

CHAINLINK FENCE

TRANSFORMER

PAD

TRANSFORMER

PAD

EDGE OF PAVED RD

RAIN

GARDEN

MECH. UNITS

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

RELOCATED

LIGHT POLE

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 1.2'±)ADJUST INLET GRATE

ELEV. TO GRADE

(APPROX. 0.3'±)

ADJUST INLET GRATE

ELEV. TO GRADE

(APPROX. 0.2'±)

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 1'-2'±)

ADJUST INLET GRATE

ELEV. TO GRADE

(APPROX. 0.3±)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 0.3'±) ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 1.0'±)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 0.3'±)

ADJUST INLET GRATE

ELEV. TO GRADE

(APPROX. 0.2'±)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 0.2'±)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

REMOVE OR ADJUST

STEAM VAULT AS NECESSARY

(COORDINATE WITH VAMC)

ADJUST VALVES

ELEV. TO GRADE

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST INLET GRATE

ELEV. TO GRADE

ADJUST VALVE

ELEV. TO GRADE

ADJUST INLET GRATE

ELEV. TO GRADE

(AS NECESSARY)

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST INLET GRATE

ELEV. TO GRADE

(AS NECESSARY)

ADJUST INLET GRATE

ELEV. TO GRADE

ADJUST VALVE

ELEV. TO GRADE

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ELEV. TO GRADE

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST VALVES

ELEV. TO GRADE

(AS NECESSARY)

ADJUST INLET GRATE

ELEV. TO GRADE

(APPROX. 0.3'±)

PROTECT EXISTING

RAIN GARDEN DURING

CONSTRUCTION

ADJUST MH RIM

ELEVS. TO GRADE

(APPROX. 0.3'±)

UNDERGROUND ELECTRIC

LINE & CONDUIT TO

RELOCATED LIGHT POLE

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 0.1'±)

ADJUST INLET GRATE

ELEV. TO GRADE

(APPROX. 0.2'±)

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 0.2'±)

ADJUST VALVES

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(APPROX. 0.3'±)

REMOVE WATER MH & LINE

(ABANDONED PER PREVIOUS

VAMC WATER TOWER PROJECT)

PROTECT TRANSFORMERS

DURING CONSTRUCTION

REMOVE OR ADJUST

STEAM VAULT AS NECESSARY

(COORDINATE WITH VAMC)

REMOVE INLETS & PIPES

ADJUST INLET GRATE

ELEV. TO GRADE

(AS NECESSARY)

REMOVE / ABANDON PORTION OF

STEAM LINE, COMMUNICATIONS,

WATER & ELECTRIC WITHIN NEW

PARKING LOT (AS NECESSARY)

RELOCATED

UNDERGROUND

ELECTRIC

ADJUST ELECTRIC BOX

& LIGHTPOLE TO GRADE

(AS NECESSARY)

MAINTAIN 2 FT. MINIMUM COVER

OVER ELECTRIC LINE

(ADJUST DEPTH AS NECESSARY)

ADJUST ELECTRIC

BOX TO GRADE (AS

NECESSARY)

ADJUST WATER LINE

AS NECESSARY TO

INSTALL WATER

QUALITY STRUCTURE

REMOVE & RELOCATE

LIGHT POLE

ADJUST WATER AS

NECESSARY TO

MAINTAIN MINIMUM

18" SEPARATION

COORDINATE

CONSTRUCTION TO

MAINTAIN RAMP ACCESS

OCS-3

RIM:404.5

S

D

OCS-4

OUTLET CONTROL STRC

INTERNAL RISER PIPE W/ CORED ORIFICE

RIM:402.4

CB226

TG:403.6

CB229

TG:405.5

CB227

TG:404.8

CB228

TG:405.1

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CB231

TG:406.4

REMOVE EXISTING

INLETS AND PIPES

REMOVE EXISTING

INLET AND PIPE REMOVE EXISTING

INLET AND PIPE

SUBSURFACE BASIN - 3

CULTEC 280HD 15.0'X1 EMBEDDED IN

5.92' X17.0' X 3.21' STONE

BOTTOM OF STONE=405.00

12" HDPE INV IN=405.50

12" HDPE OUT INV=405.50

SUBSURFACE BASIN - 4

CULTEC R V8HD 2 ROWS 46.67' LF

EMBEDDED IN 12.5 'X 48.67' X 3.67' STONE

BOTTOM OF STONE ELEV=400.00

INV IN=400.50

12" HDPE OUT=400.50

OCS-6

OUTLET CONTROL STRC

INTERNAL RISER PIPE W/ CORED ORIFICE

RIM:405.5

WQU-8

VORTSENTRY HS36

WATER QUALITY UNIT

TG:404.9

WQU-7

VORTSENTRY HS36

WATER QUALITY UNIT

TG:412.5

OCS-5

OUTLET CONTROL STRC

INTERNAL RISER PIPE W/ CORED ORIFICE

RIM:410.5

REMOVE EXISTING

INLETS AND PIPES

SUBSURFACE BASIN - 2

CULTEC R V8HD 3 ROWS 46.67'LF

EMBEDDED IN 18' X 48.67 X 3.67' STONE

BOTTOM OF STONE=398.00

INV IN=398.50

INV OUT 12"HDPE=398.50

INV OUT 4" PVC=398.00

WQU-6

VORTSENTRY HS36

WATER QUALITY UNIT

TG:404.3

WQU-5

VORTSENTRY HS36

WATER QUALITY UNIT

TG:405.0

4'Ø SAN MH SMH200

RIM:413.21

INV. IN:406.36(E)

INV. OUT:402.86

SMH53

RIM:416.10

INV. OUT:410.52(W)

SMH23

RIM:401.72

INV. IN:392.86(E)

INV. OUT:392.77(W)

4'Ø SAN MH SMH201

RIM:406.55

INV. IN:399.86(E)

INV. OUT:398.32

96' of 10" S=0.031

SUBSURFACE BASIN -1

CULTEC R V8HD 3 ROWS @ 39.17' LF

EMBEDDED IN 18.0'X41.17'X3.67 STONE

BOTTOM OF STONE ELEV=399.00

INV IN=399.50

INV OUT 12"HDPE=399.50

INV OUT 4" PVC=399.00

4" PVC

UNDERDRAIN

4" PVC

UNDERDRAIN

4" PVC

4" PVC

V

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D E F

G H I

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STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

WATER LINE

WATER VALVE

HYDRANT, FIRE

SANITARY SEWER LINE

UTILITY, SANITARY MANHOLE

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text

EBOX

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EBOX

AutoCAD SHX Text Y

AutoCAD SHX Text D

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SCO

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AutoCAD SHX Text Street Lights see Elec, drawingl #034, 4-3"& 1-3 ductbank(typ)

AutoCAD SHX Text

EBOX

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EBOX

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EBOX

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EBOX

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WV

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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

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 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

AutoCAD SHX Text

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Grading & Utility Plan 'I'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS143

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AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Dwg. of

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 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

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AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Grading & Utiltiy Plan 'J'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS144

AutoCAD SHX Text

S

S

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SMH52

SMH72

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SMH49

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STORM SEWER PIPE

STORM SEWER STRUCTURES

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SITE SYMBOL - IMPROVEMENTS

WATER LINE

WATER VALVE

HYDRANT, FIRE

SANITARY SEWER LINE

UTILITY, SANITARY MANHOLE

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

WV

AutoCAD SHX Text Y

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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

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 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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Grading & Utility Plan 'K'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS145

AutoCAD SHX Text

06_Grading_Plan-CS140 Grading & Utility Plan 'F'
Sheets and Views
06_Grading_Plan-CS140 Grading & Utility Plan 'F'
06_Grading_Plan-CS141 Grading & Utility Plan 'G'
Sheets and Views
06_Grading_Plan-CS141 Grading & Utility Plan 'G'
06_Grading_Plan-CS142 Grading & Utility Plan 'H'
Sheets and Views
06_Grading_Plan-CS142 Grading & Utility Plan 'H'
06_Grading_Plan-CS143 Grading & Utility Plan 'I'
Sheets and Views
06_Grading_Plan-CS143 Grading & Utility Plan 'I'
06_Grading_Plan-CS144 Grading & Utiltiy Plan 'J'
Sheets and Views
06_Grading_Plan-CS144 Grading & Utiltiy Plan 'J'
06_Grading_Plan-CS145 Grading & Utility Plan 'K'
Sheets and Views
06_Grading_Plan-CS145 Grading & Utility Plan 'K'

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