S02 ATT 3 608-317 WHC DRAWINGS-Part1.pdf

ABATEMENT PLAN - BASEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

ISSUED FOR BID

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

29 APR. 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

WOMEN'S HEALTH

CLINIC

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

HA101

MFD DJA

ABATEMENT PLAN

BASEMENT

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

T. 781-275-6050 www.mabbett.com

Mabbett

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text W064

AutoCAD SHX Text

CANTEEN

AutoCAD SHX Text W047

AutoCAD SHX Text

CANTEEN

AutoCAD SHX Text W046

AutoCAD SHX Text

CANTEEN

AutoCAD SHX Text

KITCHEN

AutoCAD SHX Text W045

AutoCAD SHX Text

CORR

AutoCAD SHX Text

SW05

AutoCAD SHX Text

CANTEEN

AutoCAD SHX Text

SW03

AutoCAD SHX Text

CANTEEN

AutoCAD SHX Text

SW04

AutoCAD SHX Text

GENERAL ABATEMENT NOTES

AutoCAD SHX Text

KEYED ABATEMENT NOTES

AutoCAD SHX Text

AutoCAD SHX Text

HA101

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

VA FORM 08 - 6231

ABATEMENT PLAN - FIRST FLOOR

2 2 2 2 2 2 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

ISSUED FOR BID

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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

29 APR. 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

WOMEN'S HEALTH CLINIC

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

HA102

MFD DJA

ABATEMENT PLAN

FIRST FLOOR

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street, Stoneham, MA 02180

T. 781-275-6050 www.mabbett.com

Mabbett

D:\PROJECTS\2022\2. VA BxICU\Post TF\mcalogo-final.png

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text

WAITING ROOM

AutoCAD SHX Text W120

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text W110

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text W111

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text

VAULT

AutoCAD SHX Text W112

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text W111A

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text W108

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text W107

AutoCAD SHX Text

PHARMACY

AutoCAD SHX Text W106

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text W156

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text W144

AutoCAD SHX Text

STAIR 3

AutoCAD SHX Text W145

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text W105

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text W104

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text W103

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text W102

AutoCAD SHX Text

LOBBY

AutoCAD SHX Text W101

AutoCAD SHX Text

VISTIBULE

AutoCAD SHX Text W100

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text

HALL

AutoCAD SHX Text W154

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

LOBBY

AutoCAD SHX Text E100

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

SW100A

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

SW101C

AutoCAD SHX Text

LOBBY

AutoCAD SHX Text

SW100

AutoCAD SHX Text

GENERAL ABATEMENT NOTES

AutoCAD SHX Text

KEYED ABATEMENT NOTES

AutoCAD SHX Text

AutoCAD SHX Text

HA102

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

VA FORM 08 - 6231

+SLAB ELEV = 458.28

BASEMENT FFE 456.14

FIRST FLOOR FFE 468.08

+458.28

+462.51

REMOVE & DISPOSE OF WHEELCHAIR LIFT

PROTECT EXISTING 8" SANITARY

SERVICE TO REMAIN; PROTECT

DURING BLASTING OPERATIONS

THROUGHOUT CONSTRUCTION

REMOVE & DISPOSE OF EXISTING 8" SANITARY SERVICE TO LIMITS

SHOWN; SEE C-101 FOR LOCATION OF NEW DOGHOUSE MANHOLE;

COORDINATE TIMING OF WORK W/ VA STAFF TO MINIMIZE SHUT

DOWN OF SERVICES

PROTECT EXISTING ELECTRICAL CONDUITS DURING EXCAVATION

& THROUGHOUT CONSTRUCTION; COORDINATE RELOCATION IF

REQUIRED BY BLASTING OPERATIONS/EXCAVATION

EXISTING FLAGPOLES, BENCHES, & SITE AMENITIES TO

BE SALVAGED & REINSTALLED AFTER WORK

COMPLETION

EXISTING MAIN ENTRANCE;

COORDINATE W/ VA TO

MAINTAIN ACCESS AS

REQUIRED DURING

CONSTRUCTION

REMOVE SEGMENT OF EXISTING WATER

SERVICE FOR RELOCATION; SEE C-101 FOR

NEW WATER SERVICE LOCATION

PROTECT EXISTING 6" ROOF LEADERS TO

REMAIN IN PLACE; PROTECT DURING BLASTING

OPERATIONS & THROUGHOUT CONSTRUCTION

FIELD VERIFY ELECTRICAL CONTINUATION

PROTECT EXISTING GAS LINE

PROTECT EXISTING 8" WATER SERVICE

REMOVE EXISTING TREES

BASEMENT STAIRS

TO BE REMOVED,

SEE ARCH PLANS

REMOVE EXISTING

CONCRETE WALK

EXISTING LIGHT FIXTURE TO BE SALVAGED

& REINSTALLED AFTER WORK COMPLETION

PROTECT GAS METER TO REMAIN; COORDINATE W/ VA IF

ACCESS TO METER IS REQUIRED DURING CONSTRUCTION

PROTECT EXISTING

TREES TO REMAIN

REMOVE EXISTING

STRUCTURE

PROTECT EXISTING STORM DRAINS TO REMAIN;

PROTECT DURING BLASTING OPERATIONS

& THROUGHOUT CONSTRUCTION

REMOVE EXISTING

CONCRETE WALK

REMOVE EXISTING TRANSFORMER AND CONCRETE PAD

PROTECT EXISTING HYDRANT TO REMAIN

REMOVE EXISTING CONCRETE WALK

PROTECT EXISTING CONCRETE

WALK TO REMAIN (TYP.)

SAWCUT CONCRETE

WALK & ASPHALT TO

ACCOMMODATE NEW

STORM DRAIN TRENCH

REMOVE PORTION OF

CONCRETE WALK & ASPHALT

TO ACCOMMODATE NEW

STORM DRAIN TRENCH

REMOVE EXISTING WATER

VALVE & REPLACE IN KIND

MATERIALS TO BE REMOVED

UNDERGROUND PIPING TO BE REMOVED

1. ALL PRE-EXISTING STRUCTURES W/IN THE PROPOSED BUILDING FOOTPRINT, UNDER AREAS

PROPOSED FOR PAVING, & ALONG PROPOSED UTILITY ROUTES ARE TO BE COMPLETELY REMOVED

& REPLACED W/ COMPACTED STRUCTURAL FILL.

2. UTILITY POLES & LIGHTS NOTED FOR REMOVAL SHALL BE SALVAGED.

3. ALL CONFLICTING ITEMS W/IN THE DEVELOPMENT AREA NOT OTHERWISE NOTED SHALL BE

REMOVED.

4. IN PAVEMENT REMOVAL AREAS EXISTING SURFACE SHALL BE GROUND, REMOVED & STOCKPILED

FOR LATER USE AS SUITABLE FILL MATERIAL.

5. CONTRACTOR TO COORDINATE CONSTRUCTION FENCING & CONTRACTOR'S STAGING AREA W/ VA

STAFF. CONTRACTOR TO ENSURE SAFE ACCESS TO AREAS OF FACILITY THAT ARE TO REMAIN

OPEN TO THE PUBLIC & STAFF DURING CONSTRUCTION.

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

ISSUED FOR BID

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

WOMEN'S HEALTH CLINICMPE Consultant:

75 Washington Ave Portland, Maine 04104

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers

Architecture Engineering Planning

BLDG 1

BLDG 15

MENTAL

HEALTH

URGENT

CARE

BLDG 18

KEY PLAN

CSB

BLDG

SCOPE

OF WORK

AREA

+SLAB ELEV = 458.28

FIRST FLOOR FFE 468.08

+458.28

+462.51

S

S

T

E

E

COWV

FILTER SOCK

(TYP.)

E9 C-502

SILT SACK F6

C-502

PROPOSED BUILDING ADDITION

NOTE:

CONTRACTOR SHALL COORDINATE TEMPORARY CONSTRUCTION ENTRANCE,

CONSTRUCTION FENCING, AND PROJECT ACCESS WITH VA PRIOR TO START OF

CONSTRUCTION.

PROJECT LIMIT OF WORKPROJECT LIMIT OF WORK

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

ISSUED FOR BID

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

WOMEN'S HEALTH CLINICMPE Consultant:

75 Washington Ave Portland, Maine 04104

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers

Architecture Engineering Planning

BLDG 1

BLDG 15

MENTAL

HEALTH

URGENT

CARE

BLDG 18

KEY PLAN

CSB

BLDG

SCOPE

R2

FIRST FLOOR FFE 468.08

+458.28

+462.51

S

S

T

E

E

COWV

CONCRETE SIDEWALKF9

C-501

8.0'

ALIGN W/ INSIDE FACE OF NEW

CONCRETE STAIR WALLS

RESTORE LAWN

W/ LOAM & SEED

RESTORE LAWN

W/ LOAM & SEED

REINSTALL FLAGPOLES, SIGNS,

LIGHTPOLE, & BENCHES IN

ORIGINAL LOCATIONS (TYP.)

NOTE:

CONTRACTOR SHALL VERIFY EXISTING UTILITIES IN FIELD PRIOR TO START

OF CONSTRUCTION. REPORT INCONSISTENCIES W/ SURVEY TO PROJECT

ENGINEER.

PROPOSED BUILDING ADDITION

MATCH GRADE TO NEW

STAIR THRESHOLD

SLOPE @ 2% MAX

MATCH GRADE TO

EXISTING SIDEWALK

NEW TRANSFORMER, RE: C-102

ANTI-RAM BOLLARD,

TYP. OF 2

F1 C-501

ASPHALT PAVEMENT PATCH;

THICKNESS TO MATCH EXISTING

RESET GRANITE CURB

45.0'

MATCH GRADE TO

EXISTING SIDEWALK

(TYP.)

5.0'

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

ISSUED FOR BID

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

WOMEN'S HEALTH CLINICMPE Consultant:

75 Washington Ave Portland, Maine 04104

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers

Architecture Engineering Planning

BLDG 1

BLDG 15

MENTAL

HEALTH

URGENT

CARE

BLDG 18

KEY PLAN

CSB

BLDG

SCOPE

R2

FIRST FLOOR FFE 468.08

+458.28

+462.51

S

S

T

E

E

COWV

EXISTING 6" ROOF LEADERS

COORDINATE CONNECTION W/

BUILDING ADDITION

DOGHOUSE SANITARY SEWER MANHOLE

CONNECT EXISTING SS LINE

F6 C-501

SANITARY SEWER MANHOLE

INV IN=450.3

INV OUT=450.3

D6 C-501

UTILITY TRENCH

8" SANITARY SEWER

SERVICE RELOCATION

VERIFY ADEQUATE SLOPE

FROM CONNECTION POINTS

L = 40.0 LF; S=0.004

E9 C-501

CONNECT NEW SS LINE TO EXISTING MANHOLE;

INV IN (4" W)=452.1

INV IN (4" SW)=451.4

INV OUT(S)=450.7

DOMESTIC WATER TRENCH

PROVIDE 45° BENDS &

REROUTE LINE AROUND NEW

BASEMENT STAIRS & WALLS

B9 C-501

PROVIDE REQUIRED WATER & SANITARY

SEWER SEPARATION AT UTILITY CROSSING

NOTE:

CONTRACTOR SHALL VERIFY EXISTING UTILITIES IN FIELD PRIOR TO START

OF CONSTRUCTION. REPORT INCONSISTENCIES W/ SURVEY TO PROJECT

ENGINEER.

PROPOSED BUILDING ADDITION

UTILITY TRENCH

4" SANITARY SERVICE FROM

NEW ADDITION

L=14 LF; S=0.02

E9 C-501

UTILITY TRENCH

6" STORM DRAIN;

CONNECT TO

EXISTING CB.

L = 79 LF; S=0.005

E9 C-501

TRANSFORMER PAD

TRANSFORMER, RE: ELECTRICAL

D3 C-501

SS INVERT

OUT = 452.14

UTILITY TRENCH

4" SANITARY SEWER

FROM NEW ADDITION

L = 35 LF; S=0.02

E9 C-501

FOUNDATION DRAIN C4

C-501

SS INVERT

OUT = 452.14

UTILITY TRENCH

8" SANITARY SEWER

SERVICE RELOCATION

L = 100 LF; S=0.004

E9 C-501

CLEANOUT

INV IN (4" NW)=454.1

INV IN (6" W)=453.4

INV OUT=453.3

C3 C-501

CONNECT 6" STORM DRAIN

INTO EXISTING CATCH BASIN

INV IN (4")=452.9

FOUNDATION DRAIN

CONNECTION TO

CLEANOUT

PULL BOX, RE: ELECTRICAL

PULL BOX, RE: ELECTRICAL

INSTALL NEW ELECTRICAL SERVICE IN

EXISTING CAPPED SLEEVES

REPLACE EXISTING WATER VALVE

6" STORM DRAIN

INVERT OUT = 454.14

CONTRACTOR TO CONFIRM THE LOCATION

OF EXISTING WASTE LINE TO THE NEAREST

MANHOLE; NOTIFY ENGINEER OF ROUTING

PRIOR TO COMMENCING ANY NEW WORK

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

ISSUED FOR BID

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

WOMEN'S HEALTH CLINICMPE Consultant:

75 Washington Ave Portland, Maine 04104

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers

Architecture Engineering Planning

BLDG 1

BLDG 15

MENTAL

HEALTH

URGENT

CARE

BLDG 18

KEY PLAN

CSB

BLDG

SCOPE

NTS

6"

MIN.

NOTES:

1. PROVIDE ISOLATION JOINT W/ SILICONE SEALANT WHERE WALK ABUTS ANY VERTICAL SURFACE.

2. DEPTH OF CONTROL JOINT MUST BE AS INDICATED FOR ACCEPTANCE OF WORK.

C.I.P. CONCRETE 4000 PSI, MEDIUM

BROOM FINISH*, W/ WWF 6x6 W2xW2

RADIUS EDGE W/ SMOOTH 1" WIDE

BAND @ ALL JOINTS & EDGES

FINISHED GRADE

COMPACTED AGGREGATE BASE

COMPACTED SUBGRADE

RADIUS EDGE W/

SMOOTH 1" WIDE BAND

1 1/2" DEEP

TOOLED JOINT

CONTROL JOINT DETAIL

*UNLESS SHOWN OR NOTED OTHERWISE, BROOM

PERPENDICULAR TO DIRECTION OF TRAVEL.

PAVED AREAS NON-PAVED AREAS

3'-0" MIN.

9"

MIN. SEE PLAN

9"

MIN.

M

I N

D E

P T

H

V

A R

I E

S

12" MIN.

4" LOAM & SEED

TRENCH WALLS MAY BE

SLOPED BACK PER OSHA

REQUIREMENTS IN

UNPAVED AREAS ONLY

HDPE PIPE (SIZE PER PLAN)

SAW-CUT ASPHALT

CONCRETE PAVEMENT

PAVEMENT

BUTT JOINT

AGGREGATE BASE &

SUBASE GRAVEL PER

TYPICAL PAVEMENT

SECTION

BACKFILL W/ SUITABLE

EXCAVATED MATERIAL OR

CLEAN FILL, AS DIRECTED

BY ENGINEER

PIPE BEDDING

GRANULAR MATERIAL

SHEETING, SHORING &

BRACING PER OSHA

REQUIREMENTS

NTS

3'-0" MIN.

M I N

C

O V

E R

FINISHED GRADE

SUITABLE EXCAVATED MATERIAL

DETECTABLE WARNING TAPE (TYP.)

8" WATER MAIN

MIN. 6" BED, SURROUND & INITIAL

BACKFILL SHALL BE SAND

6" MIN.

12" MIN. IF

UNDERLAIN

BY ROCK

1'-0"

MIN.

1'-0"

MIN.

M I N

NTS

5" 5"

8"

1'-0" 3,000PSI CONCRETE

SETTING BASE

1'-0"

4'-0 1/8" I.D.

UNLESS OTHERWISE NOTED

2'-0"Ø

OPENING

2'-0"

MAX. LENGTH

ADJUST TO GRADE W/ BRICK

(1 COURSE MIN, 3 COURSES MAX.)

CONCENTRIC CONE SECTION SHOWN -

ECCENTRIC CONE OR SLAB MAY BE USED IF

APPROVED BY OWNER

PRECAST BARREL SECTION

AS REQUIRED

FLEXIBLE MANHOLE CONNECTION

W/ STAINLESS STEEL BAND

PRECAST BASE SECTION - SET INTO

CONCRETE WHILE GREEN

NEW PIPE STUB

24" I.D. CATCH BASIN

FRAME & GRATED

COVER (SEE NOTE)

CEMENT MORTAR

ARCH CUT IN

STRUCTURE TO FIT OVER

EXISTING PIPE

NEW BENCHING

8"

EXPOSE EXISTING PIPE AND CONSTRUCT BEDDING AND CONCRETE SETTING BASE. INSTALL STRUCTURE OVER EXISTING

PIPE, CUT TOP OF PIPE AND CONSTRUCT BENCHING TO SLOPE TOWARDS NEW CHANNEL AT 1:10. SEAL PIPE

PENETRATIONS WITH CEMENTITIOUS MORTAR.

NOTE:

1'-0" (MIN.) 3/4" CRUSHED

STONE BEDDING

USE EXISTING PIPE

INVERT FOR NEW

CHANNEL

NTS

NTS

12" COMPACTED 3/4" CRUSHED STONE

12" MIN.

M A

X

FINISHED GRADE - SEE PLAN

NOTE:

PROVIDE DROP PIPE FOR ALL INVERT DIFFERENTIALS GREATER THAN TWO (2) FEET.

BITUMEN OR BUTYL RUBBER SEALANT

(TYP. EACH JOINT)

PRECAST CONCRETE RINGS

1/2" THICK MORTAR PARGING

FACTORY OR FIELD-FORMED CONCRETE INVERT:

SLOPE BENCHING TOWARD CHANNEL

FRAME & COVER W/ 24" MIN. OPENING,

PER GOVERNING UTILITY STANDARDS

5" MIN.

MORTAR

BRICK TO GRADE - MIN. 1 COURSE,

MAX. 4 COURSES

COMPACTED GRAVEL

MIN. 4'-0" ID

1. SOIL DISTURBANCE IS TO BE KEPT TO A MINIMUM AND ALL DISTURBED AREAS SHALL BE STABILIZED (WITH

PERMANENT OR TEMPORARY MEASURES) AS QUICKLY AS POSSIBLE.

2. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE LOAMED AND SEEDED (6" DEPTH).

3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED ON A REGULAR BASIS AND

AS REQUIRED AFTER STORM EVENTS.

4. GULLIES OR OTHERWISE ERODED AREAS IN SEEDED AREAS SHALL BE RESTORED AS SOON AS POSSIBLE

FOLLOWING OBSERVATION, USING EROSION CONTROL MESH TO STABILIZE AS REQUIRED.

5. FILL IN AND AROUND THE AREA OF THE NEW BUILDING ADDITION SHALL MEET THE SPECIFICATION FOR

'STRUCTURAL FILL'.

1. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY OMISSIONS IN DIMENSIONING SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT FOR DECISION. ANY DISCREPANCIES BETWEEN DRAWINGS, DETAILS, NOTES, AND SPECIFICATIONS SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT FOR FURTHER DIRECTION AND

RESOLUTION BEFORE ANY ADDITIONAL WORK PROCEEDS.

2. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.

3. ALL DIMENSIONS FROM BUILDING ARE TO FACE OF BUILDING FOUNDATION. ALL DIMENSIONS FROM

CURBS ARE TO FACE OF CURB.

4. PROVIDE A SMOOTH TRANSITION WHERE NEW WORK MEETS EXISTING WORK.

5. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR WORK SHOWN ON THESE PLANS.

6. ALL WORK SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS AND MEET OR

EXCEED CITY OF MANCHESTER STANDARDS.

7. EXISTING CONDITIONS AND TOPOGRAPHIC DATA ARE BASED UPON TOPOGRAPHIC SURVEY PROVIDED BY

THE OWNER.

1. PROVIDE AND INSTALL MATERIALS NECESSARY TO COMPLETE UTILITY FEATURES AND DESIGN UNLESS

OTHERWISE INDICATED.

2. ALL DOMESTIC WATER WORK SHALL MEET OR EXCEED STANDARDS OF THE CITY OF MANCHESTER AND THE

MANCHESTER WATER WORKS.

3. ALL SEWER WORK SHALL BE IN ACCORDANCE WITH CITY OF MANCHESTER STANDARD AND SHALL BE

INSPECTED AND APPROVED BY THE CITY OF MANCHESTER.

4. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND HAVE BEEN DETERMINED BY SURFACE EVIDENCE AND/OR PREVIOUSLY GENERATED PLANS. NO GUARANTEE IS MADE THAT ALL UTILITIES ARE SHOWN OR WILL BE FOUND IN LOCATIONS INDICATED. THIS INFORMATION IS PROVIDED FOR REFERENCE AND THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND POINTS OF CONNECTION IN THE FIELD.

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND RESTORATION OF ALL UTILITIES DISTURBED DURING

CONSTRUCTION AT NO EXTRA EXPENSE TO THE OWNER.

5. THE CONTRACTOR SHALL EXCAVATE TEST PITS IN AREAS ADJACENT TO EXISTING BUILDINGS AS NECESSARY TO VERIFY THE LOCATION, DEPTH AND SIZE OF EXISTING SERVICES, PRIOR TO THE COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT AND OWNER.

6. THE OWNER, CONSTRUCTION MANAGER AND ARCHITECT SHALL BE NOTIFIED AT LEAST TWO DAYS PRIOR TO

ANY INTERRUPTION TO ANY UTILITY SERVICE.

7. ADJUST ALL UTILITY STRUCTURE TOPS/RIMS TO MATCH PROPOSED GRADES UNLESS NOTED OTHERWISE.

8. CONTRACTOR SHALL MAKE PROVISION FOR CONNECTING NEW UTILITY SERVICES WITHOUT INTERRUPTION BY

USE OF LIVE TAPPING AND OVER-PUMPING WHERE APPROPRIATE.

LAYOUT NOTES:

UTILITY NOTES:

GRADING NOTES:

1. THE SCOPE OF SITE WORK FOR THIS PROJECT INCLUDES PROTECTION OF EXISTING STRUCTURES AND UTILITIES, AND REINSTATEMENT OF DISTURBED AREAS OF THE SITE TO MATCH EXISTING CONDITIONS.

THE EXISTING CONDITIONS SHOWN ON THE PROJECT DRAWINGS ARE TAKEN FROM RECORD DRAWINGS

AND HISTORICAL INFORMATION. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SITE

CONDITIONS PRIOR TO THE START OF WORK AND CONTACT THE PROJECT ARCHITECT IMMEDIATELY IF

DISCREPANCIES ARE FOUND.

2. EXISTING UNDERGROUND UTILITIES HAVE BEEN LOCATED FROM HISTORICAL RECORDS AND PREVIOUS DESIGN DRAWINGS. NO GUARANTEE IS MADE THAT THE UTILITIES SHOWN WILL BE FOUND IN THE LOCATIONS INDICATED, OR THAT THE INFORMATION SHOWN IS COMPLETE. INFORMATION ON EXISTING

UTILITY LOCATIONS IS PROVIDED FOR REFERENCE ONLY AND THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CONFIRMING EXISTING UTILITY LOCATIONS AND DEPTHS AND COORDINATING THE

WORK ACCORDINGLY. SEE UTILITY NOTES THIS SHEET.

3. THE CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE (811 OR 1-888-DIGSAFE) PRIOR TO

COMMENCEMENT OF EXCAVATION WORK.

4. THE CONTRACTOR SHALL UNDERTAKE TEST PITS AT THE SITE AND ENGAGE PRIVATE UTILITY DETECTION SERVICE, AS NECESSARY, TO ACCURATELY IDENTIFY UTILITIES IN ORDER TO EFFICIENTLY

PLAN AND COMPLETE THE WORK.

5. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITIES ADJACENT TO THE WORK.

ANY DAMAGE TO EXISTING STRUCTURES, ROADS, SIDEWALKS, UTILITIES, OR OTHER SITE FEATURES

CAUSED BY THE WORK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER.

6. ANY UTILITY REPAIRS OR RECONFIGURATION REQUIRED AS PART OF THIS PROJECT SHALL CONFORM

TO THE STANDARDS AND SPECIFICATIONS OF THE AUTHORITY HAVING JURISDICTION.

7. TEMPORARY WORKS, SUPPORT AND PROTECTION OF STRUCTURES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE COSTS SHALL BE CONSIDERED INCIDENTAL TO THE OVERALL PROJECT SUM.

8. ALL WORK SHALL BE UNDERTAKEN IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL SAFETY

STANDARDS.

9. OPEN EXCAVATIONS AND WORK AREAS SHALL BE CLEARLY DELINEATED AND FENCED, AS NECESSARY

TO PREVENT UNAUTHORIZED ACCESS.

10.DRIVEWAYS, WALKWAYS AND ENTRANCES SERVING PREMISES SHALL BE KEPT CLEAR AND AVAILABLE TO OWNER, OWNER'S EMPLOYEES, AND EMERGENCY VEHICLES, AS NECESSARY TO MAINTAIN THE

FUNCTION OF THE FACILITY. COORDINATE ALL WORK WITH OWNER TO ENSURE THAT ADEQUATE

ACCESS AND CIRCULATION IS MAINTAINED AT ALL TIMES.

11.DE-WATERING, IF NECESSARY, SHALL BE UNDERTAKEN IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL STANDARDS. NO DISCHARGE OF SEDIMENT LADEN RUNOFF TO SURFACE WATERS OR TO THE

PIPED STORM DRAIN SYSTEM AT THE SITE SHALL BE ALLOWED.

12.ALL DISTURBED PAVEMENT AREAS, ROADS AND SIDEWALKS SHALL BE REINSTATED TO MATCH EXISTING

GRADES, MATERIALS AND DEPTHS.

13.EXISTING PAVEMENT SHALL BE SAW-CUT AT LEAST TWELVE INCHES INTO SOUND MATERIAL TO PROVIDE A CLEAN, STRAIGHT EDGE BETWEEN EXISTING SOUND SURFACE MATERIAL AND THE REPAIRED AREA.

14.A SMOOTH TRANSITION SHALL BE PROVIDED BETWEEN REPAIR WORKS AND EXISTING PAVEMENT. ALL

REINSTATED AREAS SHALL BE GRADED TO PITCH UNIFORMLY TO ENSURE POSITIVE DRAINAGE.

GENERAL NOTES

NOTES:

1. DIMENSIONS ARE BASED ON 150 PSI WATER PRESSURE AND 2000 PSF SOIL BEARING CAPACITY.

2. WRAP ALL FITTINGS WITH POLYETHYLENE.

3. GRIP-RING PIPE RESTRAINERS TO BE USED IN CONJUNCTION WITH THRUST BLOCKS.

REDUCER

UNDISTURBED EARTH

BEND

TEE (PLUGGED)

TEE

B

A

B

M

I

N

NTS

THRUST BLOCK DIMENSIONS

PIPE SIZES 4" & 6" 8" 10" 12"

90° BEND A B C C

45° BEND A A B B

22.5° BEND A A A A

BEND A A A A

END/TEE A B B C

FINISHED GRADE

NTS

GROUT WASH

CONCRETE FILLED PIPE PER MANUFACTURER'S

REQUIREMENTS

5'-0" MAX

TAMPED UNDISTURBED SUBGRADE

OR COMPACTED STRUCTURAL FILL

ELEVATION SECTION

BOLLARD DESIGN BY

ANTI-RAM BOLLARD VENDOR

FOUNDATION DESIGN BY ANTI-RAM BOLLARD

VENDOR COORDINATE W/ CONCRETE

SIDEWALKS AND FOUNDATION

VENDOR TO PROVIDE CAST ALUMINUM,

POWDER-COATED DECORATIVE CAP &

COVER FOR BOLLARDS

* DIMENSION BY BOLLARD

VENDOR

NOTES:

COORDINATE ANTI-RAM BOLLARD FOUNDATION WITH THE

GUARD BOOTH FOUNDATION. ANTI-RAM BOLLARD

FOUNDATIONS SHALL NOT EXPAND THE SIZE OF THE GUARD

BOOTH FOUNDATION ISLAND.

CONFIGURATION OF ANTI-RAM BOLLARDS, SHEAR STUDS,

CONCRETE REINFORCEMENT, AND ALL OTHER DETAILS SHALL

BE PER THE BOLLARD MANUFACTURERS DESIGN.

MINIMUM FOUNDATION REINFORCEMENT SHALL BE AT MINIMUM

#5 BARS AT 9" O.C. EACH WAY, EACH FACE, WITH "U" SHAPED

BARS AT THE ENDS OF THE FOUNDATION. IF THE

MANUFACTURER HAS MORE STRINGENT REQUIREMENTS,

THOSE SHALL BE FOLLOWED.

THE VA SHALL BE ALLOWED TO SELECT FROM THE FULL LINE

(MINIMUM OF 5) OF THE MANUFACTURER'S DECORATIVE

COVERS. COVERS MAY COME FROM OTHER MANUFACTURERS

THAT ARE COMPATIBLE WITH THE VENDOR'S BOLLARD DESIGN.

6.08'

8" 8"

NOTES:

1. CONCRETE TO BE 5,000 PSI.

2. PAD AND REINFORCING TO BE IN ACCORDANCE WITH LOCAL UTILITY SPECIFICATIONS.

3. PROVIDE ONE 8" x 12" KNOCKOUT AT EACH WALL, MINIMUM, OR AS REQUIRED.

#4 @ 12" O.C.

EACH WAY

4x4x1/4" ANGLE CLIPS

(TYP. 2 WALLS)

3/4" #LCB-1 THREADED

INSERT 4 WALLS

16"x24"x1/4" GALV.

STEEL PLATE

1" CHAMFER (TYP.)

A A

A-A

#5 @ 12" O.C.

EACH WAY (TYP.)

#5 L-BAR @ 12" O.C.

(C.I.P. ONLY)

TYPICAL CORNER

VIEW

NTS

6.08'

6" PERFORATED SDR-35 PIPE

W/ MIN. 12" CRUSHED STONE SURROUND

MIRAFI 160N FILTER FABRIC, OR EQUAL

INTERIOREXTERIOR

M

I N

FOUNDATION WALL, FOOTING &

SLABS, RE: STRUCTURAL

STRUCTURAL FILL

STRUCTURAL FILL

3:1 TRANSITION @ SLABS -

EXTEND 4.5' BEYOND SLAB EDGE

NTS

3 WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

(1) PROVIDE SOLID COVER;

LIGHT DUTY (1099CGC);

SHALL BE DUCTILE IRON PER

ASTM A536 GRADE 70-50-05.

FINISH MATERIAL (SEE PLAN)

S E

E

P

L A

N S

F

O R

I N

V E

R T

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321

CONCRETE

POUR RING

NTS

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

ISSUED FOR BID

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

WOMEN'S HEALTH CLINICMPE Consultant:

75 Washington Ave Portland, Maine 04104

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers

Architecture Engineering Planning

NTS

2" x 2" WOODEN STAKES PLACED 10.0' O.C.

FILTER SOCK (8", 9" OR 12")

WORK AREA PROTECTION AREA

SECTION - NATURAL GROUND AREAS

PLAN - NATURAL GROUND AREA

2" x 2" WOODEN STAKES PLACED 10.0' O.C. (TYP.)

FILTER SOCK (8", 9" OR 12")

WORK AREA PROTECTION AREA

FLO

W

NOTES:

1. SOCK SIZE TO BE PER MANUFACTURER'S RECOMMENDATION FOR THE APPLICATION.

2. FILTER MATERIAL TO BE PER MANUFACTURER'S RECOMMENDATION FOR THE APPLICATION.

3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER AFTER SITE IS PERMANENTLY STABILIZED.

FILTER SOCK (8", 12" OR 18")

CONCRETE BLOCK OR SANDBAG PLACED 10.0' O.C.

PAVEMENT SURFACE

WORK AREA PROTECTION AREA

SECTION - PAVEMENT AREAS

PLAN - PAVEMENT AREAS

CONCRETE BLOCK OR SANDBAG PLACED 10.0' O.C. (TYP.)

FILTER SOCK (8", 12" OR 18")

WORK AREA PROTECTION AREA

FLO

W

TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES INCLUDE THE USE OF STABILIZED CONSTRUCTION ENTRANCE, SILTATION FENCE/FILTER SOCK, EROSION CONTROL MIX BERM, HAY BALE BARRIERS, CATCH BASIN INLET BARRIERS, CATCH BASIN SEDIMENT COLLECTION BAGS, EROSION

CONTROL BLANKET, AND TEMPORARY SEEDING AND MULCHING AS REQUIRED.

GENERAL

A. IT IS ANTICIPATED THAT CONSTRUCTION MAY BEGIN AS SOON AS POSSIBLE FOLLOWING

RECEIPT OF NECESSARY PERMITS.

1. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND

MAINTAINED IN ACCORDANCE WITH NEW HAMPSHIRE STORMWATER MANUAL VOLUME 3

EROSION AND SEDIMENT CONTROLS DURING CONSTRUCTION PUBLISHED BY THE NEW

HAMPSHIRE DEPARTMENT OF ENVIRONMENTAL SERVICES (NHDES), DECEMBER 2008, OR AS

CURRENTLY REVISED, OR U.S ENVIRONMENTAL PROTECTION AGENCY PUBLICATION

832/R-92-005 (SEPTEMBER, 1992, OR AS CURRENTLY REVISED) STORM WATER MANAGEMENT

FOR CONSTRUCTION, CHAPTER 3, WHICHEVER IS MORE STRINGENT.

2. ANY ADDITIONAL EROSION AND SEDIMENTATION CONTROL DEEMED NECESSARY BY THE

OWNER'S REPRESENTATIVE, DEPARTMENT OF ENVIRONMENTAL SERVICES (DES)

PERSONNEL AND/OR MUNICIPAL OFFICIALS SHALL BE INSTALLED BY THE CONTRACTOR.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL FINES RESULTING FROM EROSION OR

SEDIMENTATION FROM THE SITE TO SURROUNDING PROPERTIES, WATER BODIES, OR

WETLANDS AS A RESULT OF THIS PROJECT.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR/ REPLACEMENT/ MAINTENANCE

OF ALL EROSION CONTROL MEASURES UNTIL ALL DISTURBED AREAS ARE STABILIZED TO THE

SATISFACTION OF THE ABOVE PERSONNEL. DESCRIPTIONS OF ACCEPTABLE PERMANENT

STABILIZATION FOR VARIOUS COVER TYPES FOLLOWS:

A. FOR SEEDED AREAS, PERMANENT STABILIZATION MEANS A 90% COVER OF THE

DISTURBED AREA WITH MATURE, HEALTHY PLANTS WITH NO EVIDENCE OF WASHING OR

RILLING OF THE TOPSOIL.

B. FOR SODDED AREAS, PERMANENT STABILIZATION MEANS THE COMPLETE BINDING OF

THE SOD ROOTS INTO THE UNDERLYING SOIL WITH NO SLUMPING OF THE SOD OR

DIE-OFF.

C. FOR MULCHED AREAS, PERMANENT MULCHING MEANS TOTAL COVERAGE OF THE

EXPOSED AREA WITH AN APPROVED MULCH MATERIAL. EROSION CONTROL MIX MAY BE

USED AS MULCH FOR PERMANENT STABILIZATION ACCORDING TO THE APPROVED

APPLICATION RATES AND LIMITATIONS.

D. PAVED AREAS: FOR PAVED AREAS, PERMANENT STABILIZATION MEANS THE PLACEMENT

OF THE COMPACTED GRAVEL SUBBASE IS COMPLETED.

7. STREET SWEEPING. STREET SWEEPING SHALL BE COMPLETED ONCE A WEEK OR AS NEEDED

TO REMOVE TRACKED MUD OR SEDIMENT PRIOR TO ANY FORECASTED RAINFALL EVENT.

8. PREVENT CONTAMINATION BY NON-STORMWATER DISCHARGES. AUTHORIZED

NON-STORMWATER DISCHARGES ARE:

A. DISCHARGES FROM FIRE-FIGHTING ACTIVITY,

B. FIRE HYDRANT FLUSHINGS,

C. DUST CONTROL RUNOFF,

D. ROUTINE EXTERNAL BUILDING WASHDOWN, NOT INCLUDING SURFACE PAINT REMOVAL,

THAT DOES NOT INVLOVE DETERGENTS,

E. PAVEMENT WASHWATER (WHERE SPILLS/LEAKS OF TOXIC OR HAZARDOUS MATERIALS

HAVE NOT OCCURED, UNLESS ALL SPILLED MATERIAL HAS BEEN REMOVED) IF

DETERGENTS ARE NOT USED,

F. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE,

G. UNCONTAMINATED GROUNDWATER OR SPRING WATER,

H. FOUNDATION OF FOOTING DRAIN WATER WHERE FLOWS ARE NOT CONTAMINATED,

I. UNCONTAMINATED EXCAVATION DEWATERING,

J. POTABLE WATER SOURCES INCLUDING WATERLINE FLUSHINGS,

K. LANDSCAPE IRRIGATION.

9. NO DISCHARGE FROM THE FOLLOWING IS ALLOWED. UNAUTHORIZED NON-STORMWATER

DISCHARGES ARE:

A. WASTEWATER FROM WASHOUT OR CLEANOUT OF CONCRETE, STUCCO, PAINT, FORM

RELEASE OILS, CURING COMPOUNDS, OR OTHER CONSTRUCTION MATERIALS,

B. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND

MAINTENANCE,

C. SOAPS, SOLVENTS, OR DETERGENTS USED IN VEHICLE AND EQUIPMENT WASHING,

D. TOXIC OR HAZARDOUS SUBSTANCES FROM A SPILL OR OTHER RELEASE.

E. INSPECTION AND MAINTENANCE

1. INSPECT DISTURBED AND IMPERVIOUS AREAS, EROSION AND STORM WATER CONTROL

MEASURES, AREAS USED FOR STORAGE THAT ARE EXPOSED TO PRECIPITATION, AND

LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE A WEEK AS WELL AS

BEFORE AND WITHIN 24 HOURS AFTER A STORM EVENT (RAINFALL), AND PRIOR TO COMPLETION

OF PERMANENT STABILIZATION. A PERSON WITH KNOWLEDGE OF EROSION AND STORM WATER

CONTROLS, INCLUDING THE STANDARDS IN ANY DEP OR MUNICIPAL COMPANION

DOCUMENTS, MUST CONDUCT THE INSPECTION. THIS PERSON MUST BE IDENTIFIED IN THE

INSPECTION LOG. IF BEST MANAGEMENT PRACTICES (BMPS) NEED TO BE MODIFIED OF IF

ADDITIONAL BMPS ARE NECESSARY, IMPLEMENTATION MUST BE COMPLETED WITHIN 7

CALENDAR DAYS AND PRIOR TO ANY STORM EVENT (RAINFALL). ALL MEASURES MUST BE

MAINTAINED IN EFFECTIVE OPERATING CONDITION UNTIL AREAS ARE PERMANENTLY STABILIZED.

2. AN INSPECTION AND MAINTENANCE LOG MUST BE KEPT SUMMARIZING THE SCOPE OF THE

INSPECTION, NAME AND QUALIFICATIONS OF THE PERSON PERFORMING THE INSPECTION, DATE, AND MAJOR OBSERVATIONS RELATING TO OPERATION OF EROSION AND SEDIMENTATION

CONTROLS AND POLLUTION PREVENTION MEASURES. MAJOR OBSERVATIONS MUST INCLUDE:

BMPS THAT NEED TO BE MAINTAINED, LOCATION(S) OF BMPS THAT FAILED TO OPERATE AS

DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATION, AND LOCATION(S) WHERE

ADDITIONAL BMPS ARE NEEDED THAT DID NOT EXIST AT THE TIME OF THE INSPECTION.

FOLLOW-UP TO CORRECT DEFICIENCIES OR ENHANCE CONTROLS MUST ALSO BE INDICATED IN

THE LOG AND DATED, INCLUDING WHAT ACTION WAS TAKEN AND WHEN.

3. INSPECTIONS DURING CONSTRUCTION SHOULD BE PERFORMED AT LEAST ONCE PER WEEK AND

AFTER EVERY RAINFALL EVENT.

4. AFTER CONSTRUCTION, INSPECTIONS ARE REQUIRED TO BE PERFORMED BY AN INDIVIDUAL

WITH KNOWLEDGE OF STORMWATER TREATMENT STRUCTURES, INCLUDING INSTALLED BMPS

AND THE STANDARD AND CONDITIONS OF GOVERNING PERMITS.

5. SNOW STORAGE IS PROHIBITED IN STORMWATER BMP SYSTEMS.

F. CONSTRUCTION SCHEDULE & SEQUENCE

1. INSTALL TEMPORARY EROSION CONTROL MEASURES IN THE VICINITY OF THE CONSTRUCTION

AREA, INCLUDING A STABILIZED CONSTRUCTION ENTRANCE AT LOCATIONS DEEMED

NECESSARY BY THE OWNER'S REPRESENTATIVE, SEDIMENT BARRIERS, AND SILT FENCE. NOTE:

TEMPORARY EROSION CONTROL MEASURES FOR WINTER CONDITIONS SHALL BE IMPLEMENTED.

2. GRUB THE SITE, STOCKPILE REUSABLE MATERIAL, AND DISPOSE OF UNUSABLE AND/OR

SURPLUS MATERIAL. INSTALL UNDERGROUND UTILITIES AND BUILD DRIVE AND PARKING TO

GRADE.

3. EXCAVATE FOUNDATIONS.

4. CONSTRUCT BUILDING.

5. CONSTRUCT OTHER SITE IMPROVEMENTS, INCLUDING PAVEMENT.

6. PLACE LOAM, SEED, AND MULCH.

7. FOLLOWING PERMANENT STABILIZATION OF THE SITE, REMOVE TEMPORARY EROSION CONTROL

MEASURES.

A. APPLY TOPSOIL TO A MINIMUM DEPTH OF 6 INCHES. MIX TOPSOIL WITH THE SUBSOIL TO

A MINIMUM DEPTH OF 6 INCHES.

B. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS. IN LIEU OF SOIL TESTS, APPLY GROUND LIMESTONE AT A RATE OF 3 TONS PER ACRE (138 LB. PER 1,000 SQUARE

FEET) AND GRANULAR, COMMERCIAL-GRADE, 10-10-10 (N-P2O5-K2O) FERTILIZER AT A

RATE OF 800 LBS PER ACRE (18.4 LBS PER 1,000 SQUARE FEET).

C. UNIFORMLY APPLY SEED MIXTURE AT THE RECOMMENDED SEEDING RATES AND DATES,

APPLY HAY OR STRAW MULCH AT A RATE OF 2 TONS PER ACRES, AND ANCHOR AS

NECESSARY.

D. THE SEED MIXTURE FOR LAWN AND FILTRATION BASIN AREAS SHALL CONSIST OF SEEDS

PROPORTIONED BY WEIGHT AS FOLLOWS:

30% CREEPING RED FESCUE

50% KENTUCKY BLUEGRASS

20% ITALIAN/PERENNIAL RYE GRASS

NOTE: SEED MIXTURE SHALL CONSIST OF AT LEAST TWO VARIETIES OF EACH TYPE OF

GRASS. WHEN USED IN A FILTER BASIN, STORMWATER SHALL NOT BE DIRECTED TO THE

BASIN UNTIL THE GRASS IS ESTABLISHED.

11.MULCH ALL AREAS SEEDED SO THAT SOIL IS NOT VISIBLE THROUGH THE MULCH

REGARDLESS OF THE APPLICATION RATE.

12.TEMPORARY CONTROL MEASURES, SUCH AS SILT FENCE, SHALL BE REMOVED WITHIN 30

DAYS AFTER PERMANENT STABILIZATION IS ATTAINED.

13.TEMPORARY EROSION CONTROL MIX BERM SHALL BE REMOVED BY SPREADING MATERIAL IN

AREAS OF THE SITE NOT SUBJECT TO EROSION.

C. WINTER CONDITIONS

10."WINTER CONSTRUCTION" IS CONSTRUCTION ACTIVITY PERFORMED DURING THE PERIOD

FROM OCTOBER 15TH THROUGH MAY 1ST. IF AREAS WITHIN THE CONSTRUCTION

ACTIVITY ARE NOT STABILIZED WITH TEMPORARY OR PERMANENT MEASURES OUTLINED

ABOVE BY OCTOBER 15TH, THEN THE SITE MUST BE PROTECTED WITH ADDITIONAL

STABILIZATION MEASURES THAT ARE SPECIFIC TO WINTER CONDITIONS. NO MORE THAN

ONE ACRE OF THE SITE MAY BE WITHOUT STABILIZATION AT ONE TIME. UNSTABLE SOIL

SHALL BE PROTECTED BY THE METHODS DESCRIBED IN THIS SECTION PRIOR TO ANY THAW OR

SPRING MELT EVENT.

11.SILT FENCE: IN LIEU OF PROVIDING THE 4" X 4" TRENCH, FOR FROZEN GROUND, STONY SOIL, THE PRESENCE OF LARGE ROOTS, OR OTHER PROHIBITIVE CONDITIONS, THE BOTTOM 8" TO 12"

OF THE FABRIC MAY BE LAID ON EXISTING GRADE AND BACK FILLED WITH STONE

ANCHORING MATERIAL, AS SHOWN ON THE DRAWINGS.

12.AREAS WITHIN 100 FEET OF A PROTECTED NATURAL RESOURCE MUST BE PROTECTED WITH A

DOUBLE ROW OF SEDIMENT BARRIERS.

13.HAY MULCH SHALL BE APPLIED AT TWICE THE STANDARD TEMPORARY STABILIZATION

RATE. AT THE END OF EACH CONSTRUCTION DAY, AREAS THAT HAVE BEEN BROUGHT TO

FINAL GRADE MUST BE STABILIZED. MULCH MAY NOT BE SPREAD ON TOP OF SNOW.

14.ALL PROPOSED VEGETATED AREAS HAVING A SLOPE OF LESS THAN 15% THAT DO NOT EXHIBIT

85% VEGETATIVE GROWTH BU OCTOBER 15, OR ARE DISTURBED AFTER OCTOBER 15, SHALL BE

SEEDED AND COVERED WITH 3 TO 4 TONS OF HAY OR STRAW MULCH PER ACRE,

SECURED WITH ANCHORED NETTING OR TACKIFIER, OR WITH AT LEAST 2 INCHES OR

EROSION CONTROL MIX.

15.ALL PROPOSED VEGETATED AREAS HAVING A SLOPE OF 15% OR GREATER THAT DO NOT

EXHIBIT A MINIMUM PF 85% VEGETATIVE GROWTH BY OCTOBER 15, OR ARE DISTURBED

AFTER OCTOBER 15, SHALL BE SEEDED AND COVERED WITH A PROPERLY INSTALLED AND

ANCHORED EROSION CONTROL BLANKET, OR WITH AT LEAST 4 INCHES OF EROSION

CONTROL MIX .

16.ANCHORED HAY MULCH OR EROSION CONTROL MIX SHALL NOT BE INSTALLED OVER SNOW

GREATER THAN 1 INCH IN DEPTH.

17.ALL PROPOSED STABILIZATION SHALL BE COMPLETED WITHIN A DAY OF ESTABLISHING THE

FINAL GRADE OR THAT OTHERWISE WILL EXIST FOR MORE THAN 15 DAYS.

18.EROSION CONTROL BLANKETS SHALL NOT BE INSTALLED OVER SNOW GREEATER THAN 1

INCH IN DEPTH OR ON FROZEN GROUND.

19.AFTER OCTOBER 15, INCOMPLETE ROAD OR PARKING AREAS WHERE ACTIVE CONSTRUCTION

OF THE ROAD OR PARKING AREA HAS STOPPED FOR THE WINTER SEASON SHALL BE

PROTECTED WITH A MINIMUM 3 INCH LAYER OF BASE GRAVEL MEETING THE GRADATION

REQUIREMENTS OF NHDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE

CONSTRUCTION, 2016, TABLE 304-1, ITEM NO. 304.1, 304.2, OR 304.3, AVAILABLE AS NOTED

APPENDIX B OF THAT DOCUMENT.

D. HOUSEKEEPING

1. SPILL PREVENTION. CONTROLS MUST BE USED TO PREVENT POLLUTANTS FROM

CONSTRUCTION AND WASTE MATERIALS STORED ON-SITE, INCLUDING STORAGE PRACTICES

TO MINIMIZE EXPOSURE OF THE MATERIALS TO STORM WATER, AND APPROPRIATE SPILL

PREVENTION, CONTAINMENT, AND RESPONSE PLANNING AND IMPLEMENTATION.

2. GROUNDWATER PROTECTION. DURING CONSTRUCTION, LIQUID PETROLEUM PRODUCTS AND

OTHER HAZARDOUS MATERIALS WITH THE POTENTIAL TO CONTAMINATE GROUNDWATER

MAY NOT BE STORED OR HANDLED IN AREAS OF THE SITE DRAINING TO AN INFILTRATION

AREA. AN "INFILTRATION AREA" IS ANY AREA OF THE SITE THAT BY DESIGN OR AS A RESULT OF

SOILS, TOPOGRAPHY AND OTHER RELEVANT FACTORS, ACCUMULATES RUNOFF THAT

INFILTRATES INTO THE SOIL. DIKES, BERMS, SUMPS, AND OTHER FORMS OF SECONDARY

CONTAINMENT THAT PREVENT DISCHARGE TO GROUNDWATER MAY BE USED TO ISOLATE

PORTIONS OF THE SITE FOR THE PURPOSES OF STORAGE AND HANDLING OF THESE

MATERIALS.

3. FUGITIVE SEDIMENT AND DUST. ACTIONS MUST BE TAKEN TO ENSURE THAT ACTIVITIES DO

NOT RESULT IN NOTICEABLE EROSION OF SOILS OR FUGITIVE DUST EMISSIONS DURING OR

AFTER CONSTRUCTION. OIL MAY NOT BE USED FOR DUST CONTROL.

4. DEBRIS AND OTHER MATERIAL. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION

CHEMICALS EXPOSED TO STORM WATER, MUST BE PREVENTED FROM BECOMING A

POLLUTANT SOURCE.

5. COMPLY WITH THE REQUIREMENTS OF SECTION 01570, CONSTRUCTION WASTE

MANAGEMENT, FOR REMOVAL AND DISPOSAL OF CONSTRUCTION DEBRIS AND WASTE.

6. TRENCH OR FOUNDATION DE-WATERING. THE COLLECTED WATER REMOVED FROM THE

PONDED AREA, EITHER THROUGH GRAVITY OR PUMPING, MUST BE SPREAD THROUGH

NATURAL WOODED BUFFERS OR REMOVED AREAS THAT ARE SPECIFICALLY DESIGNATED TO

COLLECT THE MAXIMUM AMOUNT OF SEDIMENT POSSIBLE, LIKE A COFFER DAM

SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED AREAS OF

THE SITE.

B. EROSION AND SEDIMENTATION CONTROL MEASURES

1. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE STABILIZED CONSTRUCTION ENTRANCE

AND TEMPORARY PERIMETER CONTROLS SHALL BE INSTALLED AS SHOWN ON THE PLANS OR

AS DIRECTED BY THE OWNER'S REPRESENTATIVE. IT IS THE INTENT THAT SILT FENCE OR

EROSION CONTROL MIX BERM BE INSTALLED DOWN GRADIENT OF ALL DISTURBED AREAS OF

THE SITE. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT

LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS WILL BE MADE

IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE PERIODICALLY REMOVED FROM THE

UPSTREAM SIDE OF THE SILT BARRIERS. THIS SEDIMENT WILL BE SPREAD AND STABILIZED IN

AREAS OF THE SITE NOT SUBJECT TO EROSION. SILT FENCE OR EROSION CONTROL MIX

BERM SHALL BE REPLACED AS NECESSARY TO PROVIDE PROPER FILTERING ACTION. IF

THERE ARE SIGNS OF UNDERCUTTING AT THE CENTER OR THE EDGES, OR IMPOUNDING OF

LARGE VOLUMES OF WATER BEHIND THEM, THEY WILL BE REPLACED WITH A TEMPORARY

CRUSHED STONE CHECK DAM.

2. ALL CATCH BASINS, NEW OR EXISTING, THAT MAY RECEIVE RUNOFF FROM DISTURBED AREAS

MUST BE PROTECTED DURING CONSTRUCTION.

3. REMOVAL OF SOD, TREES, BUSHES AND OTHER VEGETATION AND SOIL DISTURBANCE WILL

BE KEPT TO A MINIMUM WHILE ALLOWING PROPER SITE DEVELOPMENT.

4. LESS THAN ONE ACRE SHALL BE EXPOSED AT ONE TIME DURING CONSTRUCTION.

5. GRUBBINGS AND ANY UNUSABLE TOPSOIL SHALL BE STRIPPED AND REMOVED FROM THE

PROJECT SITE AND DISPOSED OF IN AN APPROVED MANNER.

6. ANY SUITABLE TOPSOIL WILL BE STRIPPED AND STOCKPILED FOR REUSE IN FINAL GRADING.

TOPSOIL WILL BE STOCKPILED IN A MANNER SUCH THAT NATURAL DRAINAGE IS NOT

OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE WILL RESULT. SEDIMENT BARRIERS

SHALL BE INSTALLED DOWN-GRADIENT OF ALL SOIL STOCKPILES AND STORMWATER SHALL

BE PREVENTED FROM RUNNING ONTO ALL STOCKPILES. IF A STOCKPILE IS NECESSARY, THE

SIDE SLOPES OF THE TOPSOIL STOCKPILE WILL NOT EXCEED 2:1. TOPSOIL STOCKPILES WILL

BE TEMPORARILY SEEDED WITH AROOSTOOK RYE, ANNUAL OR PERENNIAL RYE GRASS

WITHIN 7 DAYS OF FORMATION, OR TEMPORARILY MULCHED IF SEEDING CANNOT BE DONE

WITHIN THE RECOMMENDED SEEDING DATES.

7. TEMPORARY DIVERSION BERMS AND DRAINAGE SWALES SHALL BE CONSTRUCTED AS

NECESSARY.

8. TEMPORARY STABILIZATION SHALL BE CONDUCTED WITHIN 7 DAYS OF INITIAL DISTURBANCE

OF SOILS, PRIOR TO ANY RAIN EVENT, AND PRIOR TO ANY WORK SHUT DOWN LASTING MORE

THAN ONE DAY. TEMPORARY STABILIZATION INCLUDES SEED, MULCH, OR OTHER

NON-ERODABLE COVER.

9. TEMPORARY SEEDING SPECIFICATIONS: WHERE SEEDBED HAS BEEN COMPACTED BY

CONSTRUCTION OPERATIONS, LOOSEN SOIL TO A DEPTH OF 2 INCHES BEFORE APPLYING

FERTILIZER, LIME, AND SEED. APPLY LIMESTONE AT A RATE OF 3 TONS PER ACRE (138 LB.

PER 1,000 SQUARE FEET) AND 10-10-10 (N-P2O5-K2O) FERTILIZER AT A RATE OF 600 LBS PER

ACRE (13.8 LB. PER 1,000 SQUARE FEET). UNIFORMLY APPLY SEED AT THE RECOMMENDED

SEEDING RATES AND DATES, APPLY HAY OR STRAW MULCH AT A RATE OF 2 TONS PER

ACRES, AND ANCHOR AS NECESSARY.

RECOMMENDED TEMPORARY SEEDING DATES AND APPLICATION RATES ARE AS FOLLOWS:

AROOSTOOK RYE:

RECOMMENDED SEEDING DATES: 8/15 -10/1

APPLICATION RATE: 112 LBS/ACRE

ANNUAL RYE GRASS:

RECOMMENDED SEEDING DATES: 4/1 - 7/1

APPLICATION RATE: 40 LBS/ACRE

PERENNIAL RYE GRASS:

RECOMMENDED SEEDING DATES: 8/15 - 9/15

APPLICATION RATE: 40 LBS/ACRE

10.PERMANENT SEEDING SPECIFICATION. IF A LANDSCAPE PLAN HAS BEEN PREPARED FOR THE

PROJECT, SOIL PREPARATION AND SEED SPECIFICATIONS OF THAT PLAN SHALL SUPERSEDE

THESE GENERAL PERMANENT SEEDING REQUIREMENTS. IT IS RECOMMENDED THAT

PERMANENT SEEDING BE COMPLETED BETWEEN APRIL 1 AND JUNE 15 OF EACH YEAR. LATE

SEASON SEEDING MAY BE DONE BETWEEN AUGUST 15 AND SEPTEMBER 15. AREAS NOT

SEEDED OR WHICH DO NOT OBTAIN A SATISFACTORY GROWTH BY OCTOBER 1 SHALL BE

SEEDED WITH AROOSTOOK RYE MULCHED AT RATES PREVIOUSLY SPECIFIED. SEE WINTER

CONDITIONS NOTES FOR SEEDING STABILIZATION AFTER NOVEMBER 1.

PLAN

NOTES:

PROFILE

AS REQUIRED

EXISTING

GROUND

1. THE PURPOSE IS TO REMOVE MUD FROM TIRES OF CONSTRUCTION VEHICLES.

2. WHEN STONE BECOMES CLOGGED AND INEFFECTIVE, TOPDRESS WITH 3" OF NEW STONE OR REPLACE ENTIRE PAD.

3. IF TIRE WASHING IS REQUIRED, WASH WATER SHALL DRAIN INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

4. COORDINATE WITH VA IF CONSTRUCTION ENTRANCE IS REQUIRED. IF SO, COORDINATE WITH VA STAFF FOR

APPROPRIATE LOCATION.

3' WIDE MOUNTABLE

BERM (OPTIONAL)

STABILIZATION GEOTEXTILE; MIRAFI

600X OR APPROVED EQUAL

10'-0"

MIN. (TYP.)

14'-0"

10'-0"

FLARE (TYP.)

EXISTING

GROUND

EXISTING

PAVEMENT

EXISTING

PAVEMENT

6" MIN. CRUSHED STONE

NTS

NOTE:

LOCATION OF DIRTBAGS TO BE

SELECTED BY THE CONTRACTOR, BUT

SHALL NOT BE LOCATED IN RECENTLY

DISTURBED OR DESTABILIZED AREAS.

24"

W I D

T H

FILTER BAG PLACED ON

18" CRUSHED STONE

SEWN-IN SPOUT

HIGH-STRENGTH HOLD-DOWN

STRAPPING FOR HOSE

PUMP DISCHARGE HOSE IN

PLAN

A-A

LENGTH

FILTER BAG

12"-18" CRUSHED STONE

FILTER FABRIC MAT

UNDISTURBED EARTH

A

24" 24"

A

NTS

1. CATCH BASIN PROTECTION TO BE "SILTSACK" (BY ACF ENVIRONMENTAL) OR

"STREAM GUARD" (BY FOSS ENVIRONMENTAL SERVICES).

2. INSERT TO BE EMPTIED IN AN APPROVED MANNER WHEN IT IS 1/2 FULL OF

SEDIMENT.

3. INSPECT INSERT AFTER ALL RAINFALL EVENTS, REPAIR AND MAINTAIN AS

REQUIRED.

NOTES:

REMOVAL STRAP

GEOTEXTILE ADAPTOR SKIRT

CATCH BASIN

GRATE

OVERFLOW (TO BYPASS

PEAK STORM VOLUMES)

SEDIMENT ACCUMULATION

NTS

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

ISSUED FOR BID

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

WOMEN'S HEALTH CLINICMPE Consultant:

75 Washington Ave Portland, Maine 04104

1.877.700.7678 www.smrtinc.com

SMRT Architects and Engineers

Approved: Project Director

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Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

MPE Consultant:

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

MPE Consultant:

Architecture Engineering Planning

BLDG 1

BLDG 15

MENTAL

HEALTH

URGENT

CARE

BLDG 18

KEY PLAN

CSB

BLDG

SCOPE

STANDARD 90Á HOOK

BREAK BOND

CHAMFER 3/4" (TYP)

6X6 W2.9xW2.9 WWF

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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10 JUNE 2022Revisions: Date:

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#10

#7

#8

#9

#6

#5

#4

#3

Approved: Project Director

Approved: Assoc Project Director

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

MPE Consultant:

Architecture Engineering Planning

BLDG 1

BLDG 15

MENTAL

HEALTH

URGENT

CARE

BLDG 18

KEY PLAN

CSB

BLDG

SCOPE

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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

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10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

ROOF JOIST

1 1/2@183/16

STL DECK

3/16

3/16 3/16

JOIST

TYP EA

2 @ 12"

G.C. TO FIELD COORDINATE

INSIDE CURB DIMENSION

Approved: Project Director

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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

10 JUNE 2022Revisions: Date:

608-317

718 SMYTH RD, MANCHESTER, NH

Approved: Chief Engineer

Approved: Safety Manager

Approved: NAL

Approved: PCC/Service Director

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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

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321 4 5 6 7 8 9 10

10 JUNE 2022Revisions: Date:

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DUCTWORK SYMBOLS

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

RETURN DUCT (UP & DOWN)

LINEAR SLOT DIFFUSER

SUPPLY TOP REGISTER OR GRILLE

(WALL TYPE)

EXHAUST OR RETURN CEILING

REGISTER OR GRILLE

EXHAUST OR RETURN BOTTOM REGISTER

OR GRILLE (WALL TYPE)

EXHAUST OR RETURN REGISTER OR

TOP GRILLE (WALL TYPE)

VANED ELBOW & AIR SPLIT TYPE DUCT

TAKE-OFF

CONNECT NEW DUCT TO EXISTING DUCT

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

LIMIT OF DEMOLITION

FLEXIBLE CONNECTION, EQUIPMENT,

VIBRATION, OR SEISMIC

VANED ELBOW (PROVIDE ALL SQUARE OR

RECTANGULAR ELBOWS WITH VANES

(EVEN IF SYMBOL IS MISSING)

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW

(LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS:

WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

EXISTING DUCT TO BE REMOVED

LOUVER (LOUVER SPECIFIED IN ARCHITECTURAL

SECTION.)

FLEXIBLE DUCTWORK (INSULATED)

DUCT WITH SOUND LINING

MANUAL VOLUME DAMPER

FIRE DAMPER

BACK DRAFT DAMPER

COMBINATION FIRE/SMOKE DAMPER

POINT OF CHANGE IN DUCT CONSTRUCTION BY

STATIC PRESSURE CLASS. THE NUMBER ASSIGNS

PRESSURE CLASS (IN. OF WATER) WHICH WILL

ACCOMMODATE MAXIMUM OPERATING PRESSURE

IN THE DUCT SUBSECTION. THE SYMBOL

CONTINUES THE ASSIGNMENT UNTIL THE DUCT

TERMINATES OR ANOTHER SYMBOL APPEARS. A

"N" SUPERSCRIPT INDICATES NEGATIVE

PRESSURE.

AUTOMATIC CONTROL DAMPER MODULATING

AUTOMATIC CONTROL DAMPER TWO POSITION

STAINLESS STEEL DUCT

MANUAL SPLITTER DAMPER

STANDARD BRANCH SUPPLY OR

RETURN, NO SPLITTER (45° TAP)

DUCT SMOKE DETECTOR

ABBREVIATIONS

A/E ARCHITECT / ENGINEER

AAHX AIR TO AIR HEAT EXCHANGER

AB AIR BLENDER

AAV AUTOMATIC AIR VENT

ACC AIR COOLED CONDENSER

ACCH AIR COOLED CHILLER

ACCU AIR-COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

ACD AUTOMATIC CONTROL

DAMPER,MODULATING

ACD-TP AUTOMATIC CONTROL

DAMPER,TWO POSITION

AD ACCESS DOOR

AF AFTER FILTER

AFCV AIR FLOW CONTROL VALVE

AFF ABOVE FINISHED FLOOR

AFMD AIR FLOW MEASURING DEVICE

AFW AIR FOIL WHEEL (FAN)

AHU AIR-HANDLING UNIT

AMP AMPERGE

AP ACCESS PANEL

APD AIR PRESSURE DROP

ARI AIR CONDITIONING AND

REFRIGERATION INSTITUTE

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AW AIR WASHER

AXF AXIAL FLOW

B BOILER

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BDR BASE BOARD RADIATOR

BFP BACKFLOW PREVENTER

BFT BOILER PLANT FIRE TUBE

BG BOTTOM GRILLE

BHP BRAKE HORSEPOWER

BHW HOT WATER HEATING BOILER

BHX BOILER BLOWDOWN HEAT EXCHANGER

BIW BACKWARD INCLINED WHEEL (FAN)

BMT BONE MARROW TRANSPLANT

BR BOTTOM REGISTER

BSC BIOLOGICAL SAFETY CABINETS

BT BLOWOFF TANK

BTC BLOWOFF TANK CONTROL VALVE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

BWT BOILER PLANT WATER TUBE

C CENTIGRADE (CELCIUS)

CC COOLING COIL

CCD COOLING COIL CONDENSATE

DRAIN

CD CEILING DIFFUSER

CD-1 CONSTRUCTION DOCUMENTS

(SUBMISSION1)

CD-2 CONSTRUCTION DOCUMENTS

(SUBMISSION2)

CENT CENTRIFICAL

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CFP CHEMICAL FEED PUMP

CG CEILING GRILLE

CH CHILLER

CHP CHILLED WATER PUMP

CHW CHILLER WATER

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CI CAST IRON

CM CARBON MONOXIDE

CM CUBIC METER

CM/S CUBIC METER PER SECOND

CO CLEAN OUT

CO2 CARBON DIOXODE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CP CONDENSATE PUMP

CR CEILING REGISTER

CS CONDENSATE STORAGE TANK

CSG CLEAN STEAM GENERATOR

CT COOLING TOWER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CV CONSTANT VOLUME

CW COLD WATER (POTABLE)

CWCC CHILLED WATER COOLING COIL

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN (TO

COOLING TOWER)

CWS CONDENSER WATER SUPPLY

(FROM COOLING TOWER)

D DAMPER - AUTOMATIC

D-1 OUTDOOR AIR DAMPER

D-2 RETURN AIR DAMPER

D-3 RELIEF AIR DAMPER

DB DECIBELS

Db DRY-BULB TEMPERATURE

DD-1 DESIGN DEVELOPMENT

(SUBMISSION1)

DD-2 DESIGN DEVELOPMENT

(SUBMISSION2)

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA…