S02 - ATTACHMENT 13 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 5.pdf

PDF 17 MB Posted

Attached to
EHRM Infrastructure Upgrades Construction - Central Western Massachusetts Federal contract opportunity
Solicitation number
36C77623R0051
Issued by
Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI ·

This document provides details on a federal contract opportunity for construction services. The Department of Veterans Affairs Technology Acquisition Center Austin is soliciting proposals under solicitation number 36C77623R0051 for EHRM Infrastructure Upgrades Construction services in Central Western Massachusetts. The work will involve construction upgrades at VA medical centers in the region. Offerors should submit proposals by the response date listed on the Federal Business Opportunities website to be considered for this requirement. The contract will be awarded on a firm-fixed-price basis to the responsible offeror with the lowest priced, technically acceptable proposal meeting the requirements.

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Other files for this federal contract opportunity

Other files attached to EHRM Infrastructure Upgrades Construction - Central Western Massachusetts, newest first.
File Type Posted
36C77623R0051 0006 - CWM EHRM - RFIs Cont and Language.pdf PDF
Technical Questions Cont. - CWM EHRM.pdf PDF
36C77623R0051 0005 - EHRM CWM - Extension and RFIs.pdf PDF
Attachment 1 - Technical Questions - CWM EHRM VA Response.pdf PDF
Attachment 5 - GC402-REVISED_07_19_2023_ADDENDUM2.pdf PDF
Attachment 3 - BASEMENT LEVEL ELECTRICAL PLAN - WEST - LIBERTY BLDG.pdf PDF
Attachment 2 - EHRM CWM - Geotechnical Engineering Report.pdf PDF
Attachment 4 - BASEMENT LEVEL ELECTRICAL PLAN - EAST - LIBERTY BLDG.pdf PDF
Attachment 6 - 1-AE120-REVISED_07_19_2023_ADDENDUM2.pdf PDF
Site Visit 2 Sign-in Sheet - CWM EHRM.pdf PDF
Site Visit 2 Sign-in Sheet - CWM EHRM.pdf PDF
36C77623R0051 0004 - EHRM CWM.pdf PDF
Updated Book 1.pdf PDF
Updated Book 3.pdf PDF
EHRM EP601 Addendum 1 6-15-2023 .pdf PDF
36C77623R0051 0003 - CWM - Second Site Visit and Extension of RFIs.pdf PDF
Second Site Visit Instructions.pdf PDF
36C77623R0051 0002 - CWM EHRM - Extend Deadline for RFIs.pdf PDF
36C77623R0051 0001 - CWM Sign In Sheet.pdf PDF
Site Visit Sign In Sheet - Central Western Massachusetts.pdf PDF
S02 - ATTACHMENT 3 - SPEC BOOK 3.pdf PDF
S02 - ATTACHMENT 4 - SPEC BOOK 4.pdf PDF
S02 - ATTACHMENT 9 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 1.pdf PDF
S02 - ATTACHMENT 1 - SPEC BOOK 1.pdf PDF
S02 - ATTACHMENT 6 - COMBINED-MEP_FP_IT_06012023_Part2.pdf PDF
S02 - ATTACHMENT 15 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 7.pdf PDF
S02 - ATTACHMENT 21 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 13.pdf PDF
S02 - ATTACHMENT 22 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 14.pdf PDF
S02 - ATTACHMENT 23 - Brand Name Justification - CWM EHRM - Redacted.pdf PDF
S02 - ATTACHMENT 25 - Limitations on Subcontracting.pdf PDF
S02 - Solicitation - 36C77623R0051 - CWM EHRM.pdf PDF
S02 - ATTACHMENT 2 - SPEC BOOK 2.pdf PDF
S02 - ATTACHMENT 7 - COMBINED-MEP_FP_IT_06012023_Part3.pdf PDF
S02 - ATTACHMENT 8 - COMBINED-MEP_FP_IT_06012023_Part4.pdf PDF
S02 - ATTACHMENT 10 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 2.pdf PDF
S02 - ATTACHMENT 12 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 4.pdf PDF
S02 - ATTACHMENT 14 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 6.pdf PDF
S02 - ATTACHMENT 24 - Contractor Safety - Environmental Form.pdf PDF
S02 - ATTACHMENT 26 - Hampshire County Wage Rates 03.31.2023.pdf PDF
S02 - ATTACHMENT 27 - Site Visit Instructions.pdf PDF
S02 - ATTACHMENT 17 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 9.pdf PDF
S02 - ATTACHMENT 5 - COMBINED-MEP_FP_IT_06012023_Part1.pdf PDF
S02 - ATTACHMENT 11 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 3.pdf PDF
S02 - ATTACHMENT 16 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 8.pdf PDF
S02 - ATTACHMENT 18 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 10.pdf PDF
S02 - ATTACHMENT 19 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 11.pdf PDF
S02 - ATTACHMENT 20 - COMBINED-ARCH_CIVIL_STRUCTURAL_PART 12.pdf PDF
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SITE SYMBOLS - GENERAL

BENCHMARK

DRAWING BLOCK TITLE WITH

GRAPHIC SCALE (SHOWN HALF

ACTUAL SIZE)

PLAN

DIMENSION

A

PROPERTY LINE

PROJECT NO. 631-17-006 PERIMETER

FENCE PROJECT

(UNDER CONSTRUCTION )

PROJECT NO. 631-18-003 ELECTRICAL

DISTRIBUTION SYSTEM UPGRADE PHASE 2

(IN DESIGN)

CS119

DETAIL

SHEET NO.

CONCRETE

SITE SYMBOLS - CONCRETE

SITE SYMBOLS - UTILITIES

CONCRETE COVERED WALKWAY

STORM SEWER PIPE

GAS LINE

SIGN

LIGHT POLE

BOLLARD

CABLE TV LINE

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MAJOR CONTOUR

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GUARDRAIL

SITE SYMBOLS - EXISTING

TREE- DECIDUOUS TREES

TREE- CONIFEROUS TREES

FENCE LINE

SITE SYMBOLS -

ABBREVIATIONS

TELEPHONE (UNDERGROUND )

WATER LINE (ABANDONED)

SANITARY SEWER LINE (ABANDONED)

FIBER OPTIC LINE

POWER CABLE (SEE ELEC. PLANS)

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OR POST INDICATOR VALVE (PVI)

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MA # 53668

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

CS100

Overall E&S Plan EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

PREPARED FOR THE PROJECT.

2. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE OWNER AND SHALL INSTALL EROSION

CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS.

3. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES DAILY, REMOVE SEDIMENT ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT, AND DISPOSE OF SEDIMENT IN AN UPLAND AREA SUCH THAT

THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.

4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT , INCLUDING TRACKING FROM CONTRACTOR VEHICLES, AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS, AND CORRECTIVE ACTION IF NECESSARY

5. THE CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.

6. THE CONTRACTOR SHALL INSTALL PROTECTIVE MEASURES TO PREVENT DEBRIS AND/OR SEDIMENT FROM ENTERING DRAINAGE CATCH BASINS AND PIPES. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OR PERMANENT GROUND COVER, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND REMOVE ANY DEBRIS AND/OR SEDIMENT

FROM ALL DRAINAGE INFRASTRUCTURE.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTROL DUST AND TAKE ALL NECESSARY MEASURES TO ENSURE ALL ROADS ARE MAINTAINED IN A DUST FREE CONDITION AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. REPETITIVE

TREATMENTS SHOULD BE APPLIED AS NECESSARY.

8. PERMANENT VEGETATIVE COVER SHALL BE INSTALLED TO ALL DISTURBED AREAS THAT HAVE REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN ANY GIVEN AREA HAS PERMANENTLY CEASED. THE RECOMMENDED PERMANENT SEEDING DATES ARE APRIL 1 TO JUNE 15 AND AUGUST 15 TO

OCTOBER 1.

9. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED TO ANY DISTURBED AREAS (INCLUDING SOIL STOCKPILE AREAS) THAT HAVE NOT YET REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED, UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE

(21) DAYS. THE RECOMMENDED TEMPORARY SEEDING DATES ARE MARCH 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 1.

10. AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING IN ADDITION TO AREAS WHICH CANNOT BE SEEDED WITHIN THE RECOMMENDED SEEDING DATES AND ANY SOIL STOCKPILE AREAS. TEMPORARY MULCHING SHOULD BE PERFORMED AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE (21) DAYS. STRAW OR HAY MULCH, WOOD FIBER MULCH, AND HYDROMULCH ARE RECOMMENDED. THE MATERIALS USED IN MULCHING SHALL CONFORM TO THE REQUIREMENTS LISTED IN THE MASSACHUSETTS DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS.

11. ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAIN EVENTS, TO CHECK FOR EROSION. WHERE EROSION IS OBSERVED, ADDITIONAL MULCH MUST BE APPLIED. IF NETTING IS USED, THE NET SHOULD BE INSPECTED AFTER RAIN EVENTS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, THE NET MUST BE REINSTALLED AS NECESSARY AFTER REPAIRING DAMAGE TO SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTIL VEGETATIVE COVER IS 70% ESTABLISHED. VEGETATION IS CONSIDERED TO BE FIRMLY ESTABLISHED AT A MINIMUM HEIGHT OF THREE (3) INCHES. ANY EXISTING OR PROPOSED CATCH BASINS THAT MAY BE SUBJECT TO SEDIMENTATION PROCESSES SHALL HAVE SILT SACKS INSTALLED TO PREVENT SEDIMENT FROM ENTERING THE PROPOSED STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED SITE. THE PROPER INLET PROTECTION DEVICES SHALL BE INSTALLED WHERE STORMWATER CATCH BASINS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF ANY DISTURBED DRAINAGE AREA.

12. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS CLOSELY AS POSSIBLE. AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESODDED, RESEEDED, OR OTHERWISE RESTORED TO THEIR ORIGINAL STATE. TREES AND OTHER EXISTING

VEGETATION SHALL BE RETAINED WHEREVER FEASIBLE.

13. THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXISTING THE SITE AND SHALL BE RESPONSIBLE FOR

CLEANUP, REPAIRS AND CORRECTIVE ACTION IF NECESSARY.

14. ALL EXISTING AND PROPOSED CATCH BASINS SHALL RECEIVE INLET PROTECTION. AN APPROPRIATE INLET PROTECTION OPTION

SHALL BE SELECTED BASED ON LOCATION AND TRIBUTARY AREA.

15. PERIMETER CONTROL SHALL BE INSTALLED DOWNSLOPE OF ALL DISTURBANCE. AN APPROPRIATE OPTION FOR PERIMETER CONTROL SHALL BE SELECTED BASED ON LOCATION AND UPSLOPE DISTURBANCE. COMPOST FILTER SOCK AND SILT FENCE ARE

VIABLE OPTIONS FOR PERIMETER CONTROL.

16. A TEMPORARY SEDIMENT TRAP SHALL BE INSTALLED IN THE LOCATION OF PROPOSED BIORETENTION BASINS A & B. THE SEDIMENT TRAP SHALL UTILIZE THE PROPOSED BASIN BERM AS STORAGE AREA AND EXCAVATE THE APPROPRIATE VOLUME BASED ON TRIBUTARY AREA. EXCAVATION OF SEDIMENT TRAP SHALL BE NOT BE WITHIN ONE FOOT OF THE PROPOSED

INFILTRATION SURFACE ELEVATION.

17. ALL DISTURBED SLOPES OF 3:1 OR STEEPER SHALL RECEIVE EROSION CONTROL MATTING AND BE IMMEDIATELY STABILIZED.

18. CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL EROSION CONTROL BMP FEATURES AS SITE CONDITIONS DICTATE.

SOILS INFORMATION FACT SHEET

SOIL

SYMBOL

NAME TEXTURE SLOPE %

HYDROLOGIC

SOIL

GROUP

DEPTH OF

WATER

TABLE

(IN.)

DEPTH TO

BEDROCK

(IN.)

31A

WALPOLE SANDY LOAM 0-3% B/D 0 TO 4 > 80

88A

RIDGEBURY

FINE SANDY

LOAM 0-3% D 0 TO 6 10 TO 25

253A

HINCKLEY LOAMY SAND 0-3% A > 80 > 80

253B

HINCKLEY LOAMY SAND 3-8% A > 80 > 80

260A

SUDBURY

FINE SANDY

LOAM 0-3% B 18 TO 36 > 80

305B

PAXTON

FINE SANDY

LOAM 3-8% C 18 TO 37 18 TO 39

305C

PAXTON

FINE SANDY

LOAM 8-15% C 18 TO 37 20 TO 39

305D

PAXTON

FINE SANDY

LOAM 15-25% C 18 TO 37 20 TO 39

306D

PAXTON

FINE SANDY

LOAM 15-25% C 18 TO 37 20 TO 43

311D

WOODBRIDGE

FINE SANDY

LOAM 15-25% C/D 19 TO 27 20 TO 43

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AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

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E C

C

ST

ST

ST

ST

ST

D D

D

UNKNOWN

D

TE

S

D

T E

D

D

S

D

DMH

TG:

353.37

COMM.

VAULT

TMH

RIM:

363.25

DMH

TG:

367.30

TMH

EMH

DMH

WV

4"/ Y

ST

ST

P

P

P

P

E

E

E

E

E

E

E

E

E

E

SL

SL

SL

SL

SL

SL

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

SL

E

E

E

E

E

E

E

STEAM PIPE

(BY OTHERS)

E

STST

#2

FR

ONT H

ILL

ROAD

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK

SILT

SOCK

305B 306C

9 37

A B

C D

E F

N MAIN ST

VE

TE

RA

NS

W

AY

SITE SYMBOL - IMPROVEMENTS

PROPOSED GRANITE CURB

SAWCUT LINE

FULL DEPTH PAVEMENT

PROPOSED CONCRETE

PROPOSED GRAVEL ROAD

CS503

CS503

3,7

CS503

CS503

CS503

SITE SYMBOL - UTILITY

2- WAY VERTICAL CONDUIT

4-WAY VERTICAL CONDUIT

6-WAY HORIZONTAL CONDUIT

COMMUNICATION

MANHOLE (CMH)

3- WAY VERTICAL CONDUIT

5-WAY VERTICAL CONDUIT

1,2

CS506

(2)4" 2,7

CS505

(3)4" 2,7

CS505

(4)4" 2,7

CS505

(5)4" 2,7

CS505

(6)4" 2,7

CS505

10-WAY HORIZONTAL CONDUIT

2,7

CS505

(10)4"

SITE SYMBOL - EROSION CONTROL

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

SOIL LINE (SOURCE: NRCS-SOIL SURVEY)306C

306D

CS501

CS501

8,9

CS502

3,5

CS502

CONCRETE

SITE SYMBOLS - CONCRETE

SITE SYMBOLS - UTILITIES

SITE SYMBOLS - GENERAL

BENCHMARK

DRAWING BLOCK TITLE WITH

GRAPHIC SCALE (SHOWN HALF

ACTUAL SIZE)

PLAN

DIMENSION

A

PROPERTY LINE

CONCRETE COVERED WALKWAY

STORM SEWER PIPE

GAS LINE

SIGN

LIGHT POLE

BOLLARD

CABLE TV LINE

STEAM LINE

WATER LINE

ELECTRIC LINE (UNDERGROUND)

SANITARY SEWER LINE

EDGE OF PAVEMENT

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

TREE- EDGE OF WOODS LINE

GUARDRAIL

SITE SYMBOLS - EXISTING

TREE- DECIDUOUS TREES

TREE- CONIFEROUS TREES

FENCE LINE

SITE SYMBOLS -

ABBREVIATIONS

TELEPHONE (UNDERGROUND )

PROJECT NO. 631-17-006 PERIMETER

FENCE PROJECT

(UNDER CONSTRUCTION )

PROJECT NO. 631-18-003 ELECTRICAL

DISTRIBUTION SYSTEM UPGRADE PHASE 2

(IN DESIGN)

WATER LINE (ABANDONED)

SANITARY SEWER LINE (ABANDONED)

FIBER OPTIC LINE

POWER CABLE (SEE ELEC. PLANS)

CS119

DETAIL

SHEET NO.

ABND ABANDONDED

APPROX APPROXIMATELY

ARBS ARBORVITAE

BLDG BUILDING

CO CLEANOUT

CONC CONCRETE

DIP DUCTILE IRON PIPE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EOP EDGE OF PAVEMENT

GV GAS VALVE

HDPE HIGH DENSITY POLY ETHYLENE

HVAC HEATING VENTILATION AND AIR CONDITIONING

INV STORMWATER PIPE END

JB JUNCTION BOX

PVC POLYVINYL CHLORIDE

SWCT SAWCUT LINE

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TWS TACTILE WARNING STRIP

TYP TYPICAL

UTILITY, WATER MANHOLE (WMH)W

UTILITY, ELECTRICAL MANHOLE (EMH)E

DRAINAGE MANHOLE (DMH)D

GAS VALVE (GV), WATER VALVE (WV)

OR POST INDICATOR VALVE (PVI)

HYDRANT, FIRE (FH)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

UTILITY, COMMUNICATION MANHOLE (CMH)C

UTILITY, TELEPHONE MANHOLE (TMH)T

UTILITY, STEAM MANHOLE (STM-MH)ST

FIRE DEPARTMENT CONNECTION (FDC)

UTILITY, MANHOLE - TYPE UNKNOWN (MH)M

DRAINAGE CATCH BASIN (CB)

STEAM LINE (ABANDONED)

CHILLED WATER RETURN

CHILLED WATER SUPPLY

STEAM LINE (BY OTHERS)

MA # 53668

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

KEY MAP

SCALE: 1"=1,000'

SCALE: 1"=30'

60'30'0'

SEE SHEET CS103

SE

E

SH

EE

T C

S1

CS101

E&S Plan 'A' EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

AutoCAD SHX Text O

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GAS

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MET

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EBOX

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EBOX

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SW

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TR

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TR

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AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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C

S

PIPE

VENT

S

S

STST

W V

WV

ST

D

C

E

E

S

S

S

S

S M

M

M

E

M

M

EE

E

BOLLARDS

(TYP.)

24" EXHAUST

STACK

FLAG

POLE

STONE

WALL

MONITORING WELL

EXHAUST

MH

EXHAUST

MH

ACCESS MH

EXHAUST

MH

RIM: 405.97

EXHAUST

MH

D

DMH TG:387.20

(SILTED)

TG:386.97

(SILTED)

D

E E

M M

S

S

FUEL

RIM:408.00

FUEL

RIM:408.16

CONC PAD

FOR TANKS

UST VENT

MON. WELL

CONC

PAD

CONC.PAD

S

HC

RAMP

CONC.

WALK &

STEPS

METAL

GRATE

CONC.

VAULT

HVAC

BLDG

OVERHANG

BLDG

OVERHANG

BLDG

OVERHANG

WINGWALL

BLDG

OVERHANG

E C

S E

E C

UNKNOWN

DMH

CMH

UNKNOWN

S

D

D

D D

S

D

TE

TMH

EMH

TG:396.45

(SILTED)

DMH

DMH

DMH

TG:376.97

(SILTED)

CONC.

VAULT

WV

WV

DMH

WV

CMH

ST

P P

P P

P P

P P

P P

P P

PPPP

P

P

P

P

P

P

P

P

P

P

P

P P

P P

P

P

P

P

E

E P P P

PP

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

P

P

P

P

P

P

P

PPPPP

P

P P

P

P P

PPSL

SL

SL

SL

SL

SL

SL

SL

SL

SL

E

E

E

P P

P P

P P

P

P

P

P

P

P P

P

SS

PROPOSED

6" SANITARY

LATERAL

PROP. CLEANOUT

TG: 388.5

INV. OUT: 385.5

SSWR-MH 1946-A

(BY OTHERS)

SSWR-MH 1946-B

(BY OTHERS)

STEAM PIPE

(BY OTHERS)

ALIGN PROPOSED STONE

WITH 18.5' VEHICLE GATE

SANITARY SEWER

(BY OTHERS)

BOLLARDS

BLDG

22A

ADDITION

10" PVC

(BY OTHERS)

10" PVC

(BY OTHERS)

10" PVC

(BY OTHERS)

S

S

S

S

#1

#1 W

-A

#1 E-

A

#1C

#2

#22

FRONT HILL ROAD

X

X

X X X

X

X

X

X

X

X

X

INLET

PROTECTION

TREE

PROTECTION

(AS NEEDED)

TREE

PROTECTION

AS NEEDED

INLET

PROTECTION

SILT

SOCK

PROTECTED

ENDANGERED TREE

(DO NOT DISTURB)

CONTRACTOR TO INSTALL

SLOPE PROTECTION

DURING CONSTRUCTION

(I.E. WATERBARIERS OR

LIKE)

SILT

SOCK305B

306C

406 405

9 37

0 37 1 37

A B

C D

E F

N MAIN ST

VE

TE

RA

NS

W

AY

SITE SYMBOL - IMPROVEMENTS

PROPOSED GRANITE CURB

SAWCUT LINE

FULL DEPTH PAVEMENT

PROPOSED CONCRETE

PROPOSED GRAVEL ROAD

CS503

CS503

3,7

CS503

CS503

CS503

SITE SYMBOL - UTILITY

2- WAY VERTICAL CONDUIT

4-WAY VERTICAL CONDUIT

6-WAY HORIZONTAL CONDUIT

COMMUNICATION

MANHOLE (CMH)

3- WAY VERTICAL CONDUIT

5-WAY VERTICAL CONDUIT

1,2

CS506

(2)4" 2,7

CS505

(3)4" 2,7

CS505

(4)4" 2,7

CS505

(5)4" 2,7

CS505

(6)4" 2,7

CS505

10-WAY HORIZONTAL CONDUIT

2,7

CS505

(10)4"

SITE SYMBOL - EROSION CONTROL

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

SOIL LINE (SOURCE: NRCS-SOIL SURVEY)306C

306D

CS501

CS501

8,9

CS502

3,5

CS502

MA # 53668

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

KEY MAP

SCALE: 1"=1,000'

SCALE: 1"=30'

60'30'0'

SEE SHEET CS104

SE

E

SH

EE

T C

S1

CONCRETE

SITE SYMBOLS - CONCRETE

SITE SYMBOLS - UTILITIES

SITE SYMBOLS - GENERAL

BENCHMARK

DRAWING BLOCK TITLE WITH

GRAPHIC SCALE (SHOWN HALF

ACTUAL SIZE)

PLAN

DIMENSION

A

PROPERTY LINE

CONCRETE COVERED WALKWAY

STORM SEWER PIPE

GAS LINE

SIGN

LIGHT POLE

BOLLARD

CABLE TV LINE

STEAM LINE

WATER LINE

ELECTRIC LINE (UNDERGROUND)

SANITARY SEWER LINE

EDGE OF PAVEMENT

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

TREE- EDGE OF WOODS LINE

GUARDRAIL

SITE SYMBOLS - EXISTING

TREE- DECIDUOUS TREES

TREE- CONIFEROUS TREES

FENCE LINE

SITE SYMBOLS -

ABBREVIATIONS

TELEPHONE (UNDERGROUND )

PROJECT NO. 631-17-006 PERIMETER

FENCE PROJECT

(UNDER CONSTRUCTION )

PROJECT NO. 631-18-003 ELECTRICAL

DISTRIBUTION SYSTEM UPGRADE PHASE 2

(IN DESIGN)

WATER LINE (ABANDONED)

SANITARY SEWER LINE (ABANDONED)

FIBER OPTIC LINE

POWER CABLE (SEE ELEC. PLANS)

CS119

DETAIL

SHEET NO.

ABND ABANDONDED

APPROX APPROXIMATELY

ARBS ARBORVITAE

BLDG BUILDING

CO CLEANOUT

CONC CONCRETE

DIP DUCTILE IRON PIPE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EOP EDGE OF PAVEMENT

GV GAS VALVE

HDPE HIGH DENSITY POLY ETHYLENE

HVAC HEATING VENTILATION AND AIR CONDITIONING

INV STORMWATER PIPE END

JB JUNCTION BOX

PVC POLYVINYL CHLORIDE

SWCT SAWCUT LINE

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TWS TACTILE WARNING STRIP

TYP TYPICAL

UTILITY, WATER MANHOLE (WMH)W

UTILITY, ELECTRICAL MANHOLE (EMH)E

DRAINAGE MANHOLE (DMH)D

GAS VALVE (GV), WATER VALVE (WV)

OR POST INDICATOR VALVE (PVI)

HYDRANT, FIRE (FH)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

UTILITY, COMMUNICATION MANHOLE (CMH)C

UTILITY, TELEPHONE MANHOLE (TMH)T

UTILITY, STEAM MANHOLE (STM-MH)ST

FIRE DEPARTMENT CONNECTION (FDC)

UTILITY, MANHOLE - TYPE UNKNOWN (MH)M

DRAINAGE CATCH BASIN (CB)

STEAM LINE (ABANDONED)

CHILLED WATER RETURN

CHILLED WATER SUPPLY

STEAM LINE (BY OTHERS)

CS102

E&S Plan 'B' EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

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EBOX

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E E

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RETAINING

WALL

S

E S

CONC.

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STEPS

BOLLARDS

(TYP.)RIM:

324.40

M

S

E

CONC.

RAMP &

STEPS

STEAM

TUNNEL

S

STEPS

EYEWASH

STATION

STEPS

(TYP.)

PAVED

M

CONC.

E

E

S

E M M

S

E

UNKNOWN

STEAM

UNKNOWN

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D

S

D

D

D

D

D M

D

D

SD

S

S

DMH

RIM:

320.45

DMH

DMH

RIM:

333.46

DMH

DMH

DMH

TG:

353.37

WATER

TANK

ABOVE GND

D

STEAM

S

S

M

M

RIM:343.29

APPROX LOCATION

FENCE (BY OTHERS)

ST

ST

P

P

P

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E E

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E E E E

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PLAN FOR EXACT

LOCATION AND SIZEOF CONDUIT

S

S

S

S

S

ST

ST

ST

E

ST

STST

CO

NC

. W

AL

K

#12

#28

#12A

#14

#13

#T11

#16

BACK HILL ROAD

FRONT HILL ROAD

#29

PUMP HOUSE

GENERATOR

PROPANE TANK

SMOKE STACK

CFS

CF

S

X

X

X

X

X

X

CFS

C

FS

C

FS

C

FS

C

FS

C

FS

C

FS

C

FS

CFS

CFS

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FILTER SOCK

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FILTER SOCK

COMPOST

FILTER SOCK

COMPOST

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK

TREE

PROTECTION

AS NEEDED

TREE

PROTECTION

AS NEEDED

COMPOST

FILTER SOCK

COMPOST

FILTER SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

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SOCK

COMPOST

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SOCK

SOCK

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SOCK

SOCK

305B 306C

306C 306D

306D

306C

A B

C D

E F

N MAIN ST

VE

TE

RA

NS

W

AY

SITE SYMBOL - IMPROVEMENTS

PROPOSED GRANITE CURB

SAWCUT LINE

FULL DEPTH PAVEMENT

PROPOSED CONCRETE

PROPOSED GRAVEL ROAD

CS503

CS503

3,7

CS503

CS503

CS503

SITE SYMBOL - UTILITY

2- WAY VERTICAL CONDUIT

4-WAY VERTICAL CONDUIT

6-WAY HORIZONTAL CONDUIT

COMMUNICATION

MANHOLE (CMH)

3- WAY VERTICAL CONDUIT

5-WAY VERTICAL CONDUIT

1,2

CS506

(2)4" 2,7

CS505

(3)4" 2,7

CS505

(4)4" 2,7

CS505

(5)4" 2,7

CS505

(6)4" 2,7

CS505

10-WAY HORIZONTAL CONDUIT

2,7

CS505

(10)4"

SITE SYMBOL - EROSION CONTROL

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

SOIL LINE (SOURCE: NRCS-SOIL SURVEY)306C

306D

CS501

CS501

8,9

CS502

3,5

CS502

MA # 53668

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

KEY MAP

SCALE: 1"=1,000'

SCALE: 1"=30'

60'30'0'

SEE SHEET CS101

SEE SHEET CS105

SE

E

SH

EE

T C

S1

CONCRETE

SITE SYMBOLS - CONCRETE

SITE SYMBOLS - UTILITIES

SITE SYMBOLS - GENERAL

BENCHMARK

DRAWING BLOCK TITLE WITH

GRAPHIC SCALE (SHOWN HALF

ACTUAL SIZE)

PLAN

DIMENSION

A

PROPERTY LINE

CONCRETE COVERED WALKWAY

STORM SEWER PIPE

GAS LINE

SIGN

LIGHT POLE

BOLLARD

CABLE TV LINE

STEAM LINE

WATER LINE

ELECTRIC LINE (UNDERGROUND)

SANITARY SEWER LINE

EDGE OF PAVEMENT

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

TREE- EDGE OF WOODS LINE

GUARDRAIL

SITE SYMBOLS - EXISTING

TREE- DECIDUOUS TREES

TREE- CONIFEROUS TREES

FENCE LINE

SITE SYMBOLS -

ABBREVIATIONS

TELEPHONE (UNDERGROUND )

PROJECT NO. 631-17-006 PERIMETER

FENCE PROJECT

(UNDER CONSTRUCTION )

PROJECT NO. 631-18-003 ELECTRICAL

DISTRIBUTION SYSTEM UPGRADE PHASE 2

(IN DESIGN)

WATER LINE (ABANDONED)

SANITARY SEWER LINE (ABANDONED)

FIBER OPTIC LINE

POWER CABLE (SEE ELEC. PLANS)

CS119

DETAIL

SHEET NO.

ABND ABANDONDED

APPROX APPROXIMATELY

ARBS ARBORVITAE

BLDG BUILDING

CO CLEANOUT

CONC CONCRETE

DIP DUCTILE IRON PIPE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EOP EDGE OF PAVEMENT

GV GAS VALVE

HDPE HIGH DENSITY POLY ETHYLENE

HVAC HEATING VENTILATION AND AIR CONDITIONING

INV STORMWATER PIPE END

JB JUNCTION BOX

PVC POLYVINYL CHLORIDE

SWCT SAWCUT LINE

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TWS TACTILE WARNING STRIP

TYP TYPICAL

UTILITY, WATER MANHOLE (WMH)W

UTILITY, ELECTRICAL MANHOLE (EMH)E

DRAINAGE MANHOLE (DMH)D

GAS VALVE (GV), WATER VALVE (WV)

OR POST INDICATOR VALVE (PVI)

HYDRANT, FIRE (FH)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

UTILITY, COMMUNICATION MANHOLE (CMH)C

UTILITY, TELEPHONE MANHOLE (TMH)T

UTILITY, STEAM MANHOLE (STM-MH)ST

FIRE DEPARTMENT CONNECTION (FDC)

UTILITY, MANHOLE - TYPE UNKNOWN (MH)M

DRAINAGE CATCH BASIN (CB)

STEAM LINE (ABANDONED)

CHILLED WATER RETURN

CHILLED WATER SUPPLY

STEAM LINE (BY OTHERS)

CS103

E&S Plan 'C' EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

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UTILITY

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FENCE

STEAM

MH

RIM:411.64

STEAM

TUNNEL

VAULT

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ABANDONED

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FUEL

TANK

GREASE

TRAPS

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TUNNEL

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WALL

CMH

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MH

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MH

D

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DMH

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E

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STEAM

TUNNEL

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RAMP

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S

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P

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E E

E

BOLLARDS

SEE ELECTRICAL PLAN FOR

EXACT LOCATION AND SIZEOF CONDUITSEE ELECTRICAL

PLAN FOR EXACT

LOCATION AND SIZE

FF 321.86

FF 321.83

ST

ST

E

CANOPY

CANOPY

ST

#69

#5

#3

#60

#2

#4A

#4 #12

#12A

#11

#1

#25

OUTER LOOP ROAD

INNER LOOP ROAD

OUTER LOOP ROAD

ST

#5

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

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X

TREE

PROTECTION

(AS NEEDED)

TREE

PROTECTION

(AS NEEDED)

TREE

PROTECTION

(AS NEEDED)

TREE

PROTECTION

AS NEEDED

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK

SILT

SOCK305B

306C

306C 306B

410409411

A B

C D

E F

N MAIN ST

VE

TE

RA

NS

W

AY

SITE SYMBOL - IMPROVEMENTS

PROPOSED GRANITE CURB

SAWCUT LINE

FULL DEPTH PAVEMENT

PROPOSED CONCRETE

PROPOSED GRAVEL ROAD

CS503

CS503

3,7

CS503

CS503

CS503

SITE SYMBOL - UTILITY

2- WAY VERTICAL CONDUIT

4-WAY VERTICAL CONDUIT

6-WAY HORIZONTAL CONDUIT

COMMUNICATION

MANHOLE (CMH)

3- WAY VERTICAL CONDUIT

5-WAY VERTICAL CONDUIT

1,2

CS506

(2)4" 2,7

CS505

(3)4" 2,7

CS505

(4)4" 2,7

CS505

(5)4" 2,7

CS505

(6)4" 2,7

CS505

10-WAY HORIZONTAL CONDUIT

2,7

CS505

(10)4"

SITE SYMBOL - EROSION CONTROL

TREE PROTECTION

LIMIT OF DISTURBANCE

INLET PROTECTION

COMPOST FILTER SOCK (OR EQUIV.)

SOIL LINE (SOURCE: NRCS-SOIL SURVEY)306C

306D

CS501

CS501

8,9

CS502

3,5

CS502

MA # 53668

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Daniel J. Witczak

Know what's below.

before you dig.Call

R

6/6/2023 MTW ACELA

MULTIPLE

621-21-700

21-USDVA-15

Edward P. Boland VA Medical Center

KEY MAP

SCALE: 1"=1,000'

SCALE: 1"=30'

60'30'0'

SEE SHEET CS106

SE

E

SH

EE

T C

S1

CONCRETE

SITE SYMBOLS - CONCRETE

SITE SYMBOLS - UTILITIES

SITE SYMBOLS - GENERAL

BENCHMARK

DRAWING BLOCK TITLE WITH

GRAPHIC SCALE (SHOWN HALF

ACTUAL SIZE)

PLAN

DIMENSION

A

PROPERTY LINE

CONCRETE COVERED WALKWAY

STORM SEWER PIPE

GAS LINE

SIGN

LIGHT POLE

BOLLARD

CABLE TV LINE

STEAM LINE

WATER LINE

ELECTRIC LINE (UNDERGROUND)

SANITARY SEWER LINE

EDGE OF PAVEMENT

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

TREE- EDGE OF WOODS LINE

GUARDRAIL

SITE SYMBOLS - EXISTING

TREE- DECIDUOUS TREES

TREE- CONIFEROUS TREES

FENCE LINE

SITE SYMBOLS -

ABBREVIATIONS

TELEPHONE (UNDERGROUND )

PROJECT NO. 631-17-006 PERIMETER

FENCE PROJECT

(UNDER CONSTRUCTION )

PROJECT NO. 631-18-003 ELECTRICAL

DISTRIBUTION SYSTEM UPGRADE PHASE 2

(IN DESIGN)

WATER LINE (ABANDONED)

SANITARY SEWER LINE (ABANDONED)

FIBER OPTIC LINE

POWER CABLE (SEE ELEC. PLANS)

CS119

DETAIL

SHEET NO.

ABND ABANDONDED

APPROX APPROXIMATELY

ARBS ARBORVITAE

BLDG BUILDING

CO CLEANOUT

CONC CONCRETE

DIP DUCTILE IRON PIPE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EOP EDGE OF PAVEMENT

GV GAS VALVE

HDPE HIGH DENSITY POLY ETHYLENE

HVAC HEATING VENTILATION AND AIR CONDITIONING

INV STORMWATER PIPE END

JB JUNCTION BOX

PVC POLYVINYL CHLORIDE

SWCT SAWCUT LINE

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TWS TACTILE WARNING STRIP

TYP TYPICAL

UTILITY, WATER MANHOLE (WMH)W

UTILITY, ELECTRICAL MANHOLE (EMH)E

DRAINAGE MANHOLE (DMH)D

GAS VALVE (GV), WATER VALVE (WV)

OR POST INDICATOR VALVE (PVI)

HYDRANT, FIRE (FH)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

UTILITY, COMMUNICATION MANHOLE (CMH)C

UTILITY, TELEPHONE MANHOLE (TMH)T

UTILITY, STEAM MANHOLE (STM-MH)ST

FIRE DEPARTMENT CONNECTION (FDC)

UTILITY, MANHOLE - TYPE UNKNOWN (MH)M

DRAINAGE CATCH BASIN (CB)

STEAM LINE (ABANDONED)

CHILLED WATER RETURN

CHILLED WATER SUPPLY

STEAM LINE (BY OTHERS)

CS104

E&S Plan 'D' EHRM INFRASTRUCTURE UPGRADE

CENTRAL WESTERN MASSACHUSETTS

100% CONSTRUCTION

DOCUMENTS

AutoCAD SHX Text

SHED

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EBOX

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BOLLARDS (TYP.)

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GUIDERAIL

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BOLLARDS (TYP.)

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WV

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STEAM

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TR

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TR

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ALTERNATE RTE ABOVE RAMP?

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AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text 200'

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SCALE

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E

S

S

S

WV

S

E

E

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WV

WV

S

D

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S

S

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S

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E

S

RIM:

328.03

TG:311.59

(SILTED)

CONC.

WALK

CONC.

PAD

CONC.

WALL

STEAM

TUNNEL

STEAM

UNKNOWN

SPEED

BUMP

STEAM

TUNNEL

EYEWASH

STATION

STEPS

(TYP.

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