S02 BD03252022 Drawings - 2b_Civil - Part 2.pdf

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

CIVIL

BORING LOGS

C405

LMRRJS

C405

2 STANTEC BORING LOG LEGEND

N.T.S.

C405

1 STANTEC BORING LOGS

N.T.S.

EXTEND BASE COURSE AT FREE EDGE

FINISH GRADE

NOTES:

1. PROVIDE ADDITIONAL SUBBASE MATERIAL WHERE FILL IS REQUIRED TO OBTAIN PROPER

SUBGRADE ELEVATION, OR TO REPLACE UNSUITABLE SUBGRADE MATERIAL.

9" STONE SUBBASE COURSE, RIDOT SUBSECTION M.01.09, TABLE I, COLUMN II.

2 1/2" ASPHALT CONCRETE BINDER COURSE, HMA HT 19 MM

1 1/2" ASPHALT CONCRETE TOP COURSE, HMA HT 12.5 MM

COMPACTED SUBGRADE

RESTORE LAWN DISTURBED BY CONSTRUCTION

AND PROVIDE NEW 6" MINIMUM DEPTH

MECHANICALLY SCREENED TOPSOIL

GEOTEXTILE STABILIZATION FABRIC

BEVEL EDGE

6"

STANDARD DUTY ASPHALT PAVEMENT SECTION

N.T.S.C501

INLET PROTECTION IN PAVEMENT

N.T.S.C501

FLOW FLOW

12" MINIMUM

OVERLAP

STORM SEWER GRATE

FILTER SOCK FILLED

WITH CRUSHED STONE

STORM SEWER GRATE

SECURE FILTER SOCK

AS RECOMMENDED

BY MANUFACTURER

TEMPORARY SOIL STOCKPILE

N.T.S.C501

MIN. SLOPE MIN. SLOPE

SLOPE OR LESS1

NOTES:

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1V:2H.

3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH

SILT FENCING, THEN STABILIZED WITH VEGETATION OR COVERED.

4. SEE SPECIFICATIONS AND DETAIL FOR INSTALLATION OF SILT FENCE.

SILT FENCE

STABILIZED CONSTRUCTION ENTRANCE

N.T.S.C501

7STANDARD BOLLARD

N.T.S.C501

STANDARD DUTY PAVEMENT JOINT

N.T.S.

NOTES:

1. VERTICALLY SAW CUT ALL ASPHALT FULL DEPTH.

2. BLOW CLEAN AND APPLY TACK COAT 0.050 GAL/SY AT ALL ASPHALT TO ASPHALT SURFACES.

3. REFER TO STANDARD DUTY PAVEMENT SECTION DETAIL FOR COURSE THICKNESS.

C501

18"

INITIAL FULL DEPTH SAW CUT

GEOTEXTILE STABILIZATION

FABRIC (SEE ASPHALT

PAVEMENT DETAILS)

WELL COMPACTED SUBGRADE

SEE NOTE 2FINAL SAW CUT. MATCH EXISTING

PAVEMENT. CAP SEAM WITH

BITUMINOUS SEALER. (SEE NOTE 2)

SUBBASE COURSE

BINDER COURSE

TOP COURSE

SEE NOTE 2

EXISTING

SUBBASE

EXISTING

PAVEMENT

x x xxxxxx xxxxx

8" THICK

4,500 PSI CONCRETE

12" COMPACTED

SUBBASE MATERIAL

6"x6" WELDED WIRE

TOP AND BOTTOM

COMPACTED

SUBGRADE

INSTALL SILT SACK IN

CATCH BASIN

COMPOST FILTER SOCK

N.T.S.C501

UNDISTURBED AREADISTURBED AREA

BLOWN/PLACED FILTER MEDIA

2" X 2" WOODEN SPIKES

PLACED 10' O.C.

COMPOST FILTER SOCK

M

IN

EXISTING CONTOURS

DISTURBED AREA

UNDISTURBED AREA

8'

2" X 2" WOODEN STAKES

PLACED 10' O.C.

COMPOST FILTER SOCK

FL

OW

FLOW

PLAN VIEW

SECTION VIEW

C501

43 1/4"

TYP.

O.C

32 1/2"

27"

35"

24 1/4"

3 1/2" (MAX)

T/PAVING

35 7/16"

TYP.

OPEN

43 1/4"

54"

75 1/2"

21 1/2"

Ø7 3/4 32 1/2"

ATTACK SIDE

END CONDITON

DETAIL

M-30 BOLLARD AND FOUNDATION

N.T.S.C501

ELEVATION VIEW

CONCRETE SIDEWALK

N.T.S.C501

2" WIDE PREMOULDED BITUMINOUS

JOINT FILLER WITH 5 8" DEEP X 12" WIDE

SELF LEVELING CAULKING SEALANT

CONTRACTOR TO RESTORE LAWN DISTURBED BY

CONSTRUCTION AND PROVIDE NEW 6" MECHANICALLY

SCREENED TOPSOIL AND ESTABLISH TURF.

5" 5,000 PSI CONCRETE

6" COMPACTED SUBBASE MATERIAL

COMPACTED SUBGRADE

3"

SIDEWALK NOTES:

1. CONCRETE SHALL BE 5,000 PSI AIR ENTRAINED MIX AT

28 DAYS

2. COMPACTED SUBBASE MATERIAL SHALL COMPLY

WITH RIDOT CRUSHED STONE SUBBASE COURSE,

RIDOT SUBSECTION M.01.09, TABLE 1, COLUMN II

3. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH

AND TWO COATS OF A MEMBRANE FORMING SEALER

AT RATES SPECIFIED BY THE PRODUCT MANUFACTURE.

4. EXPANSION JOINTS SHALL BE PROVIDED AT ALL FITTED

STRUCTURES AND AT EVERY 25' ON CENTER.

5. CONTROL JOINTS SHALL BE EVERY 5' AND IN

ACCORDANCE WITH ACI 330-R92. THESE JOINTS

SHALL BE COMPLETED WITHIN 24 HOURS OF

CONCRETE PLACEMENT. SCORED JOINTS SHALL BE

4-INCH WIDTH MINIMUM AND 13 OF THE THICKNESS OF

THE CONCRETE

6. SIDEWALK ADJACENT TO THE CURB SHALL HAVE A

2.00% CROSS-SLOPE TO THE CURB. OTHER AREA AS

INDICATED ON THE GRADING PLAN.

7. ALL JOINTS AND EXPOSED EDGES SHALL BE ROUNDED

WITH JOINT TOOL.

CONTROL JOINT

FINISHED GRADE

SAW-CUT, OR WET CUT CONCRETE

WITH TROWEL OR JOINT TOOL,

3 SLAB THICKNESS, FULL WIDTH.

EXPANSION JOINT

FINISHED GRADE

2" WIDE PREMOULDED BITUMINOUS

JOINT FILLER WITH 5 8" DEEP X 12" WIDE

SELF LEVELING CAULKING SEALANT

FINISHED GRADE

#4 - 16" LONG SMOOTH DOWEL AT 18" ON-CENTER

DRILL AND EPOXY GROUT INTO EXISTING CONCRETE

SIDEWALK (CENTERED) AND EXISTING BUILDING

FOUNDATION AT DOORWAYS. COAT DOWEL IN NEW

SURFACE WITH BOND BREAKER

THIS PART OF DOWEL TO

BE PAINTED AND OILED

CONCRETE PAD

N.T.S.C501

4500 PSI CONCRETE

REBAR TO BE INSTALLED PER

MANUFACTURER INSTRUCTIONS

SLOPE CONCRETE AT 1% MINIMUM

AWAY FROM BOLLARD POSTS -

REFER TO GRADING PLAN

Providence, Rhode Island VA Medical Center

GENERAL CONTRACTOR

Contractor Firm Contractor Location

ARCHITECT

Architect Firm Architect Location

ENGINEER

Engineer Firm Engineer Location

Engineer Firm Engineer Location

VA Office of Construction & Facilities Management

PROJECT CONSTRUCTION SIGN

N.T.S.C501

NOTES:

1. LETTERS:

1.1. PROJECT TITLE: HELVETICA BOLD, 4" LETTERS, 2" LINE SPACING

1.2. CONTRACTOR/ARCHITECT/ENGINEER HEADERS: HELVETICA, 1.5" LETTERS, .75"

LINE SPACING

1.3. CONTRACTOR/ARCHITECT/ENGINEER INFORMATION: HELVETICA, 2.5" LETTERS,

1.25" LINE SPACING

2. PRIOR TO SIGN FABRICATION, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM

VAMC OF SIGN LAYOUT

3. BOARD TO BE 6 FOOT X 4.5 FOOT X 34 INCH PLYWOOD PAINTED WITH 2 COATS WHITE

EXTERIOR ENAMAL PAINT

4. VAMC LOGO / COLORS TO MATCH VAMC STANDARD COLORS AS DOCUMENTED IN THE

VAMC SIGN DESIGN HANDBOOK

5. ALL TEXT (BESIDES LOGO) SHALL BE BLACK.

6.00'

4.

PREFABRICATED CONCRETE WASHOUT CONTAINER WITH RAMP

CONCRETE FOUNDATION CONTINUES

CONCRETE FOUNDATION CONTINUES

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

CIVIL

CONSTRUCTION DETAILS

C501

LMRRJS

GRADE

SANITARY

C.O.

1/

2"

CLEANOUT FOR NEW SEWER LATERAL

N.T.S.C502

6" MIN. 6" MIN.

NOTES:

1. FRAME AND COVER TO BE USED

ONLY IN PAVED AREAS.

2. CRUSHED STONE: NO. 1 WASHED

STONE OR A MIX OF NO. 1 AND

NO. 2 WASHED STONE

SELECT

GRANULAR

FILL

LETTERING ON COVER

FLOW

SELECT

GRANULAR

FILL

SEWER MAIN WITH PUSH ON

NEOPRENE RUBBER

GASKETS (SEE PLANS)

CRUSHED STONE BEDDING

DEPTH=1/2 OD +6"

UNDISTURBED EARTHSEWER MAIN WITH PUSH

ON NEOPRENE RUBBER

GASKETS (SEE PLANS)

COMPACTED CRUSHED STONE FILL

DEPTH = 1/2 OD + 12" MIN.

PROVIDE SDR-35 GASKETED

FITTINGS AS NECESSARY; 1/8TH

BEND, OR TWO 1/16TH BENDS

6" RISER: SDR-35 PVC (ASTM D-2241)

WITH SOLVENT WELDED JOINTS

DWV PVC FEMALE ADAPTER, IP

THREAD x SOCKET

COMPACTED FILL

TAMPED IN 6" LAYERS

FINISH GRADE FOR

UNPAVED AREAS

WITHOUT FRAME

AND COVER

PROVIDE CAST IRON CLEANOUT THREADED PLUG

IP THD OR BRASS SCREW PLUG (HS 67). PVC

PLUGS NOT ALLOWED. PROVIDE 1"-3" CLEARANCE

BETWEEN PLUG & UNDERSIDE OF COVER

PROVIDE CAST IRON FRAME

AND COVER, SET FLUSH

WITH FINISH GRADE

8" x 8" x 6" SDR-35 TRUE 45 DEGREE

WYE WITH BENDS AS NECESSARY

17"

10"

1"

RECOMMENDED METHODS FOR JOINING OF

SOLVENT WELD PIPE:

1. CLEAN DRY HUBS & SPIGOTS

2. APPLY PRIMER TO PARTS BEING

CONNECTED

3. APPLY PVC SOLVENT WELD CEMENT

DIRECTLY OVER PRIMER

** PVC TYPE IS COMPATIBLE FOR SOLVENT

WELDING TO SDR-35 OR ANY OTHER PVC TYPE I

PIPE MADE TO STEEL PIPE OUTSIDE DIMENSIONS

4' - 6' CHAIN LINK FENCE

N.T.S.C502

10'-0" MAX O.C.

6"

12"

NOTES:

1. MATCH EXISTING CHAIN LINK FENCE FABRIC COLOR/COATING.

2. TIES SHALL BE HOT-DIP GALVANIZED, .90 OZ. ZINC PER SQ. FT.

3. ALL POSTS, RAILS, AND APPURTENANCES SHALL BE HOT-DIP GALVANIZED

4. ALL POSTS AND RAILS SHALL CONFORM TO: GROUP IA: (ASTM F1043) SCHEDULE 40 STEEL PIPE, ASTM F1083 REGULAR GRADE (30,000 PSI YIELD).

5. FENCING SYSTEM IS DESIGNED TO WITHSTAND A WIND SPEED OF 105 MPH.

6. COORDINATE POST LOCATIONS WITH PROPOSED UTILITIES DURING CONSTRUCTION.

7. PRIVACY SLAT COLOR TO BE SELECTED BY OWNER.

4' -0

6" 4'

-0

10"

SLOPE TOP OF

FOUNDATION

AWAY FROM POST

1 5 8" O.D. TOP RAIL

CAP ALL

CORNER POSTS

FINISHED GRADE

1 5 8" O.D. BOTTOM RAIL

BOTTOM SELVAGE KNUCKLED

9 GA, 2"x2"

MESH FABRIC

CHAIN LINK, TOP SELVAGE KNUCKLED

2.5" O.D. END AND

CORNER POST

CORNER POST

12" DIAMETER 4000 PSI

CONCRETE FOOTING

LINE POST

10" DIAMETER 4000 PSI

CONCRETE FOOTING

LINE POST CAP

2" O.D. LINE POST

1 5/8" O.D.

BRACE RAIL

LINE POST TIES ON

12" ± CENTER LINES

4' -0

" O R

6' -0

RE

FE

R

TO

P

LA

NS

TYPE C CONCRETE

FOOTING (TYP.)

1 58" ROUND TUBULAR

GALVANIZED FRAMING

3" GATE POST

LOCKABLE

"U" LATCH

GATE POST

GATE POST

CANTILEVER

ROLLER

ASSEMBLY

3" GATE POST

CANTILEVER

ROLLER ASSEMBLY

W/ GUARD

GATE FRAME

TOP RAIL

C502

1 SLIDE GATE

N.T.S.

12"

2"3' -6

6' -0

6' -0

8'-0"

NO FENCE FABRIC

16'

FENCE FABRIC THIS SECTION

6' 16'-6"

NOTES:

1. MATCH EXISTING CHAIN LINK FENCE FABRIC COLOR/COATING.

2. TIES SHALL BE HOT-DIP GALVANIZED, .90 OZ. ZINC PER SQ. FT.

3. ALL POSTS, RAILS, AND APPURTENANCES SHALL BE HOT-DIP GALVANIZED

4. ALL POSTS AND RAILS SHALL CONFORM TO: GROUP IA: (ASTM F1043) SCHEDULE 40 STEEL PIPE, ASTM F1083 REGULAR GRADE (30,000 PSI YIELD).

5. FENCING SYSTEM IS DESIGNED TO WITHSTAND A WIND SPEED OF 105 MPH.

6. COORDINATE POST LOCATIONS WITH PROPOSED UTILITIES DURING CONSTRUCTION.

7. PRIVACY SLAT COLOR TO BE SELECTED BY OWNER.

N.T.S.C502

4 STEEL BEAM GUARDRAIL

WINGED PVC SLATS AROUND

PERIMETER OF HIGH SECURITY

FENCE AND GATES. COVER

FULL LENGTH OF CHAIN LINK

FENCE

WINGED PVC SLATS

AROUND

PERIMETER OF HIGH

SECURITY FENCE

AND GATES. COVER

FULL LENGTH OF

CHAIN LINK FENCE

PROVIDE ANTI-RAM CABLE WHERE

SPECIFIED ON PLANS. SECURE TO

FENCE/SURROUNDINGS PER

MANUFACTURER'S

RECOMMENDATIONS

C502

3 4' WIDE CHAIN LINK SINGLE LEAF SWING GATE

N.T.S.

1 58" ROUND TUBULAR

GALVANIZED

FRAMING

STRETCHER BARS STRETCHER BARS

2.5" GATE POST

9 GAGE

CHAIN LINK

FABRIC

4' -0

10"

4' -0

10"

2"

4'-0"

TYPE C CONCRETE

FOOTING (TYP.)

SE

E

PL

AN

3" M

AX

LOCK EYE AND

PAD LOCK

HINGE

NOTE:

1. VINYL CLAD CHAIN LINK FENCE SHALL BE USED WHERE SPECIFIED ON PLANS

ST-MH-P2 ST-MH-P3

4" THICK STAINLESS STEEL WEIR

PLATE FASTENED TO STORM

STRUCTURE WITH WATERTIGHT

CONNECTION. REFER TO UTILITY PLAN

FOR WEIR AND PIPE ELEVATIONS

12" PIPE FROM CATCH

BASIN (SEE UTILITY PLAN)

24" PIPE TO CHAMBERS

(SEE UTILITY PLAN)

8" PIPE TO CSO (SEE

UTILITY PLAN)

6" FROM STORM CHAMBERS

(SEE UTILITY PLAN)

24" PIPE TO ISOLATOR

ROW (SEE UTILITY PLAN)

8" PIPE FROM SANITARY

BUILDING LINE (SEE

UTILITY PLAN)

STORM STRUCTURE WITH WEIR (SEE UTILITY PLAN)

N.T.S.C502

4" THICK STAINLESS STEEL WEIR

PLATE FASTENED TO STORM

STRUCTURE WITH WATERTIGHT

CONNECTION. REFER TO UTILITY PLAN

FOR WEIR AND PIPE ELEVATIONS

NOTES:

1. WEIR SHALL BE 14" THICK STAINLESS STEEL WEIR PLATE

FASTENED TO MANHOLE WITH WATERTIGHT CONNECTION

PROVIDE SERIES TF-1 TIDEFLEX

CHECK VALVE (OR APPROVED EQUAL)

AT PIPE CONNECTION TO MANHOLE

o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

CIVIL

CONSTRUCTION DETAILS

C502

PI

PE

O.

D.

NOTE:

BEDDING AND BACKFILL MATERIAL

INSTALLED & COMPACTED IN

MAXIMUM 6" LIFTS.

STORM/SANITARY SEWER TRENCH AND PIPE BEDDING

N.T.S.C503

PROPOSED SURFACE

SAFE OPERATION

SHEET PILING

(AS REQUIRED)

PI

PE

Z

ON

E

6" 1'

-0 " M

IN

1'-0"

(6" MIN.

IN ROCK)

PIPE

O.D.

1'-0"

(6" MIN.

IN ROCK)

FOR SURFACE RESTORATION

REFER TO ADDITIONAL DETAILS

RIDOT COMMON BACKFILL

WARNING

TAPE

PIPE BEDDING MATERIAL:

RIDOT SECTION M.01.04

CRUSHED AND

SCREENED GRAVEL

GAS SERVICE TRENCH

N.T.S.C503

9" T

O

" C

OV

ER

D

EP

TH

M

IN

" C

OV

ER

D

EP

TH

M

AX

18" MIN

24" MAX

6" MIN. 6" MIN.

6" M

IN

" M

IN

FINISHED GRADE

DETECTABLE WARNING

TAPE PER DIG SAFE

TRENCH BACKFILL -SELECTED

FILL COMPACTED TO 95%

MODIFIED PROCTOR IN PAVED

AREAS, SUITABLE MATERIAL IN

LANDSCAPED AREAS

PIPE BEDDING & PIPE ZONE

CUSHION MATERIAL FOR

TRENCH BOTTOM COMPACTED

TO 95% MODIFIED PROCTOR

GAS SERVICE

TYPICAL GATE VALVE WITH SOLID SLEEVES

N.T.S.C503

VALVE AND CURBSTOP BOXES

N.T.S.C503

9WATER SERVICE TRENCH

N.T.S.C503

CL

TRACER WIRE FOR

WATER SERVICE PIPE

TRENCH LIMITS

NORMAL PIPE DIA + 24"

6"

PI

PE

ZO

NE

6"

5' M

IN

. I

N

LA

W N

6' M

IN

. I

N

PA

VE

M

EN

T

6" MIN. IN ROCK

12" MIN. IN SOIL

WATER SERVICE

BACKFILL WITH SELECT FILL

IN ROADWAY, SIDEWALK, AND

DRIVEWAY AREAS. USE NATIVE

SOIL IN GRASS AREAS. COMPACT

IN A MAXIMUM OF 6" LIFTS.

IN ROCK, BACKFILL PIPE

ZONE WITH SAND

TYPICAL WATER MAIN VERTICAL TRANSITION

N.T.S.

NOTES:

1. SEPARATION DISTANCE DIMENSION D, (OUTSIDE EDGE TO OUTSIDE EDGE) SHALL BE PROVIDED AS FOLLOWS:

GAS AND WATER LINES D = 12" MIN. SANITARY FORCEMAINS, STORM SEWERS, AND SANITARY SEWERS D = 18" MIN.

2. ONE STANDARD FULL LENGTH OF WATER MAIN SHALL BE CENTERED UNDER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER

AS POSSIBLE.

3. MIN, COVER DEPTH - SEE WATER MAIN TRENCH DETAIL.

C503

SEPARATION

DISTANCE

D=

SEE NOTE 2

PROVIDE VERTICAL

RESTRAINT IN

ACCORDANCE WITH THE

VERTICAL THRUST

BLOCK DETAILS (TYP.)

FINISHED GRADE

PROPOSED OR

EXISTING WATER

MAIN

45° BEND

M

IN

. C

OV

ER

SE

E

NO

TE

PROPOSED OR

EXISTING UTILITY

45°90°

BEND TEE

PLUG

PIPE

SIZE

2.5

4 2

1.5 1

58"

4" - 6"

CLASS K

CONCRETE

THRUST BLOCK

(TYPICAL)

UNDISTURBED

EARTH (TYPICAL)

12" MINIMUM ALL

THRUST BLOCKS (TYPICAL)

BEARING

FACE

(TYPICAL)

NOTES:

AREA OF BEARING FACE OF THRUST BLOCK IN SQUARE FEET

(AREA BASED ON INTERNAL PRESSURE OF 150 PSIG

AND SOIL BEARING PRESSURE OF 2000 PSF) (SEE NOTE 1)

1. SPECIAL DESIGN IS REQUIRED FOR FITTINGS ON DOMESTIC

WATER MAIN PIPE LARGER THAN 12 INCHES.

2. THRUST BLOCK IS TO BE POURED AGAINST UNDISTURBED

EARTH. WIDTH OF THRUST BLOCK SHOULD BE APPROXIMATELY

TWICE HEIGHT.

3. THRUST BLOCK IS TO BE INSTALLED AT ALL BENDS, PLUGS,

TEES, AND TAPPING SLEEVE AND VALVE CONNECTIONS.

4. FACTORY CAST OFFSETS ARE TO BE TREATED AS (2) 45

DEGREE BENDS.

5. FOR REDUCERS, THRUST BLOCK IS TO BE KEYED INTO

WALLS AND BOTTOM OF TRENCH.

6. MECHANICAL RESTRAINT IS REQUIRED IN ADDITION TO

THRUST BLOCK.

7. WOOD BLOCKING IS NOT PERMITTED.

22-1/2° 11-1/4°

REDUCER

AREA

8" x 6"

6" x 4"

SIZE

2.5

MINIMUM DIMENSIONS (IN FEET)TOP SECTION

MINIMUM VOLUME

CONCRETE A B C D E F G H

BEND

6"

8"

45°

90°

45°

90°

0.25 CY

0.50 CY

0.95 CY

0.45 CY

0.90 CY

1.65 CY

1.30 CY

2.35 CY

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.5

1.0

1.0

1.0

1.0

1.0

2.0

1.5

3.0

1.5

1.5

3.0

1.5

2.5

3.5

3.5

4.0

0.5

1.0

1.5

1.0

1.0

1.5

1.5

2.0

1.0

2.0

2.0

1.5

2.0

2.0

2.0

3.0

2.5

2.5

2.5

2.7

2.7

2.5

3.0

3.0

0.5

1.5

1.5

1.0

1.5

1.5

1.5

2.5

CLASS K CONCRETE

THRUST BLOCK

CLASS K CONCRETE

THRUST BLOCK

B

#6 REBARS

G

E 6"

H F

UNDISTURBED

EARTH

(TYPICAL)

UNDISTURBED

EARTH

(TYPICAL)

A

BEND(2)#6 REBARS

D

C

WATER

MAIN

WATER

MAIN

BEND

NOTES:

2.5

2.5

2.5

2.7

2.7

2.5

2.7

2.7

1. SPECIAL DESIGN IS REQUIRED FOR FITTINGS ON

DOMESTIC WATER MAIN PIPE LARGER THAN 12 INCHES.

2. MECHANICAL RESTRAINT IS REQUIRED IN ADDITION TO

THRUST BLOCK.

11-1/4°

22-1/2°

11-1/4°

22-1/2°

PIPE

SIZE

(INCHES)

N.T.S.C503

N.T.S.C503

6HORIZONTAL THRUST BLOCK DOMESTIC SYSTEM VERTICAL THRUST BLOCK DOMESTIC SYSTEM WATER MAIN PIPE RESTRAINT DOMESTIC SYSTEM N.T.S.C503

45°90°

8"

PIPE

SIZE

(INCHES)

4" - 6"

L

LHS

LLS

L

LHS

LLS

L

LLS

LLS

LHS

LHS

L

MINIMUM

LENGTH

L = HORIZONTAL LENGTH

LHS = VERTICAL HIGH SIDE LENGTH

LLS = VERTICAL LOW SIDE LENGTH

MINIMUM RESTRAINED LENGTH FOR WATER MAIN PIPE ADJACENT TO FITTINGS

(IN FEET) (BASED ON INTERNAL PRESSURE OF 150 PSI) (SEE NOTE 1)

L (B R

AN

C H

LE

N G

TH

TEE

VALVE

REDUCER

REDUCER TEE

L

CAP

OR

PLUG

5' 5'

L

NOTES:

22-1/2° 11-1/4° CAP

PLUG

18' 18'

1. SPECIAL DESIGN IS REQUIRED FOR FITTINGS ON DOMESTIC

WATER MAIN PIPE LARGER THAN 12 INCHES AND FOR REDUCERS

HAVING MORE THAN ONE PIPE SIZE DIFFERENCE.

2. CONCRETE THRUST BLOCK IS TO BE USED IN ADDITION TO

MECHANICAL RESTRAINT DEVICES.

3. ALL PLASTIC AND POLYETHYLENE WRAPPED DUCTILE IRON

DOMESTIC WATER MAIN PIPE AND FITTING JOINTS WITHIN

L-LHS-LLS DIMENSIONS MUST BE RESTRAINED USING APPROVED

MECHANICAL RESTRAINT DEVICE.

4. ASSUMPTION: SP SOILS, 4.50 FEET COVER, AND TYPE 4

LAYING CONDITION.

RESTRAIN ALL JOINTS THAT ARE

WITHIN 18 FEET MINIMUM OF VALVE

RESTRAIN ALL JOINTS

IN RUN DIRECTION

THAT ARE WITHIN 5 FEET

MINIMUM OF TEE

1' TO 3'

WATER SERVICE

PIPE TO BE USED

FOR SAMPLING TAP

NOTES:

CURB STOP

SAMPLING TAP

CORPORATION STOP

1. LOCATION OF SAMPLING TAPS ARE SUBJECT TO PRIOR

APPROVAL BY LOCAL AND COUNTY HEALTH DEPARTMENTS.

2. IF SAMPLING TAP IS LOCATED IN PAVED AREA, SAMPLING TAP

IS TO BE KEPT BELOW GROUND EXCEPT WHEN IN USE.

3. IF APPROVED BY CITY, SAMPLING TAP MAY BE LOCATED AT

SAME LOCATION AS NEW WATER SERVICE.

4. IF SAMPLING TAP IS NOT TO BE USED AS NEW WATER SERVICE,

UPON NOTIFICATION OF ACCEPTABLE SAMPLE RESULTS,

CORPORATION STOP IS TO BE REMOVED AND REPLACED WITH A

BRASS PLUG OR CORPORATION STOP IS TO BE CLOSED, WATER

SERVICE PIPE DISCONNECTED FROM CORPORATION AND

BRASS CAP INSTALLED ON OUTLET OF CORPORATION STOP.

5. MAXIMUM DISTANCE BETWEEN SAMPLING TAPS ON NEW

WATER MAIN INSTALLATION IS 1,000 FEET.

USE COPPER TUBING

FROM CURB STOP TO

OPEN END OF PIPE

EXISTING SURFACE

AT TIME OF

INSTALLATION

N.T.S.C503

4 DISINFECTION SAMPLING TAP

STORM CATCH BASIN PRECAST STRUCTURE AND FRAME/GRATE

N.T.S.

NOTES:

1. ALL GAS LINE WORK MUST BE COORDINATED IN ADVANCE WITH NGRID.

DOWNSPOUT

N.T.S.C503

SITE STORM

PIPE

CI

4" C

AS

T

IR

ON

BUILDING WALL

SHEET METAL DOWNSPOUT; USE

SILICONE CAULK AT CONNECTION

TO DOWNSPOUT BOOT

DOWNSPOUT BOOT FOR

4" x 3" DOWNSPOUT J.R.

SMITH 1785-12

CLEANOUT WITH

FITTING AND ADAPTOR

SECURE TO WALL

OUTSIDE GRADE

4" HUB & SPIGOT

CAST IRON

STORM DRAINAGE

PIPING

" M

IN

" M

IN

C503

3 PRECAST MANHOLE STRUCTURE, COVER, AND STEPS

N.T.S.C503 o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A S er v ic e D i s ab l e d V et er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, STONEHAM, MA 02180

PHONE: (781)275-6050

CIVIL / STRUCTURAL

LABELLA

303 SOUTH STREET, SUITE 201, ROCHESTER, NY 14614

PHONE: (585)454-6110

ARCHITECTURAL

OCULUS INC.

1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102

PHONE: (314)367-6100

ELECTRONIC SECURITY

GRW

801 CORPORATE DRIVE, LEXINGTON, KY 40503

PHONE: (859)223-3999

FIRE SUPPRESSION

KOFFEL ASSOCIATES

8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045

PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

LI CENSED PROFESSIONA

L

EN

GI

NE

ER

STA

TE O

F NEW YORK

0 9 4 6 7 4

CIVIL

CONSTRUCTION DETAILS

C503

CULTEC RECHARGE 330XLHD CHAMBER SYSTEM DETAIL (OR APPROVED EQUAL)

N.T.S.C504

PAVEMENT OR FINISHED GRADE

PAVEMENT SUB-BASE (WHEN APPLICABLE)

NATURALLY COMPACTED FILL

CULTEC NO. 410 NON-WOVEN GEOTEXTILE

AROUND STONE. TOP AND SIDES MANDATORY,

BOTTOM PER ENGINEER'S DESIGN PREFERENCE

CULTEC RECHARGER 330XLHD

HEAVY-DUTY CHAMBER

CULTEC HVLV FC-24 FEED CONNECTOR

WHERE SPECIFIED

CULTEC RECHARGER® 330XLHD PRODUCT SPECIFICATIONS

GENERAL

CULTEC RECHARGER 330XLHD CHAMBERS ARE DESIGNED FOR UNDERGROUND

STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION,

RECHARGING, DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER

RUNOFF.

CHAMBER PARAMETERS

1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT, USA.

(203-775-4416 OR 1-800-428-5832)

2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT

HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE

EXTERIOR.

3. THE CHAMBER SHALL BE ARCHED IN SHAPE.

4. THE CHAMBER SHALL BE OPEN-BOTTOMED.

5. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD.

CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO

SEPARATE COUPLINGS OR SEPARATE END WALLS

6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XLHD SHALL BE

30.5 INCHES (775 mm) TALL, 52 INCHES (1321 mm) WIDE AND 8.5 FEET (2.59 m) LONG.

THE INSTALLED LENGTH OF A JOINED RECHARGER 330XLHD SHALL BE 7 FEET (2.13 m).

7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 24 INCHES (600 mm) HDPE.

8. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV® FC-24

FEED CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL DIMENSIONS

OF EACH SIDE PORTAL SHALL BE 10.5 INCHES (267 mm) HIGH BY 11.5 INCHES (292 mm)

WIDE. MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE SIDE PORTAL IS

11.75 INCHES (298 mm).

9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR

SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614

mm) LONG.

10.THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XLHD CHAMBER SHALL BE

7.459 FT³ / FT (0.693 m³ / m) - WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 330XLHD SHALL BE 52.213 FT³ / UNIT (1.478 m³ / UNIT) - WITHOUT

STONE.

11.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR SHALL BE

0.913 FT³ / FT (0.085 m³ / m) - WITHOUT STONE.

12.THE RECHARGER 330XLHD CHAMBER SHALL HAVE FIFTY-SIX DISCHARGE HOLES

BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL

CONVEYANCE OF WATER.

13.THE RECHARGER 330XLHD CHAMBER SHALL HAVE 16 CORRUGATIONS.

14.THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OF

THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH

THIS UNIT.

15.THE RECHARGER 330XLRHD STAND ALONE UNIT MUST BE FORMED AS A WHOLE

CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO

SEPARATE END PLATES OR SEPARATE END WALLS.

16.THE RECHARGER 330XLSHD STARTER UNIT MUST BE FORMED AS A WHOLE CHAMBER

HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE PARTIALLY FORMED

INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876 mm) WIDE.

17.THE RECHARGER 330XLIHD INTERMEDIATE UNIT MUST BE FORMED AS A WHOLE

CHAMBER HAVING ONE FULLY OPEN ENDWALL AND ONE PARTIALLY FORMED

INTEGRAL ENDWALL WITH A LOWER TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876 mm) WIDE.

18.THE RECHARGER 330XLEHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER

HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL

AND HAVING NO SEPARATE END PLATES OR END WALLS.

19.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING

TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END

WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE RECHARGER 330XLHD

AND ACT AS CROSS FEED CONNECTIONS.

20.CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN

THE RIBS.

21.THE CHAMBER SHALL HAVE A 6 INCH (152 mm) DIAMETER RAISED INTEGRAL CAP AT

THE TOP OF THE ARCH IN THE CENTER OF EACH UNIT TO BE USED AS AN INSPECTION

PORT OR CLEAN-OUT.

22.THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY

CORRUGATION.

23.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY.

24.THE CHAMBER SHALL BE DESIGNED AND MANUFACTURED TO MEET THE MATERIAL

AND STRUCTURAL REQUIREMENTS OF IAPMO PS 63-2019, INCLUDING RESISTANCE TO

AASHTO H-10 AND H-20 HIGHWAY LIVE LOADS, WHEN INSTALLED IN ACCORDANCE

WITH CULTEC'S INSTALLATION INSTRUCTIONS.

25.THE CHAMBER SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE

SPECIFICATIONS OF NSAI IRISH AGREEMENT BOARD CERTIFICATE FOR CULTEC

ATTENUATION AND INFILTRATION.

26.MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET (3.66 m)

27.THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED

ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.

CULTEC HVLV FC-24 FEED CONNECTOR PRODUCT SPECIFICATIONS

GENERAL

CULTEC HVLV FC-24 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR CULTEC RECHARGER

MODEL 330XLHD STORMWATER CHAMBERS.

CHAMBER PARAMETERS

1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832)

2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE

(HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR.

3. THE CHAMBER SHALL BE ARCHED IN SHAPE.

4. THE CHAMBER SHALL BE OPEN-BOTTOMED.

5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG.

6. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR SHALL BE 0.913 FT³ / FT (0.085 m³ / m) -

WITHOUT STONE.

7. THE HVLV FC-24 FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGATIONS.

8. THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE CULTEC RECHARGER STORMWATER CHAMBER AND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL

MANIFOLD.

9. THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S

RECOMMENDED INSTALLATION INSTRUCTIONS.

10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY.

CULTEC RECHARGER 330XLHD HEAVY DUTY END DETAIL INFORMATION

CULTEC RECHARGER 330XLHD HEAVY DUTY TYPICAL INTERLOCK

CULTEC INTERNAL MANIFOLD- INSPECTION PORT DETAIL

CULTEC RECHARGER 330XLHD HEAVY DUTY CROSS SECTION

CULTEC RECHARGER 330XLHD HEAVY DUTY THREE VIEW

CULTEC RECHARGER 330XLHD HEAVY DUTY PLAN VIEW

GENERAL NOTES

CULTEC HVLV FC-24

FEED CONNECTOR THREE VIEW INSPECTION PORT- ZOOM DETAIL

MODEL 330XLSHD

MODEL 330XLIHD

MODEL 330XLIHD

MODEL 330XLEHD

HIDDEN END

HIDDEN END

HVLV FC-24

FEED CONNECTOR

END OF RUN

HVLV FC-24

FEED CONNECTOR

TRIM CUT-OUT

TO UTILIZE INTERNAL

MANIFOLD FEATURE

BEGINNING OF RUN

12.0" [305 mm]

24.2" [614 mm]

CULTEC FC-2416.0" [406 mm]

MODEL 330XLIHD INTERMEDIATE

UNITS ARE USED AS MIDDLE

SECTIONS TO EXTEND THE

LENGTH OF A LINE.

MODEL 330XLEHD END UNITS

ARE USED TO END THE LENGTH

OF A LINE.

MODEL 330XLSHD STARTER

UNITS ARE USED

TO BEGIN A LINE.

MODEL 330XLRHD STARTER

UNITS ARE USED AS SINGLE

STAND ALONE SECTIONS.

MODEL EHD

MODEL SHD

MODEL IHD

MODEL RHD

SMALL RIB

END DETAIL

LARGE RIB

END DETAIL

MODEL 330XLRHD STAND ALONE

MODEL 330XLSHD STARTER

LARGE RIBSMALL RIB

LARGE RIBSMALL RIB

MODEL 330XLIHD INTERMEDIATE

MODEL 330XLEHD END

LARGE RIBSMALL RIB

LARGE RIBSMALL RIB

CULTEC RECHARGER 330XLHD CHAMBER STORAGE = 7.459 CF/FT [0.693 m³/m] INSTALLED LENGTH ADJUSTMENT = 1.5' [0.46 m]

SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR

102.0" [2591 mm]

INSTALLED LENGTH = 84.0" [2133 mm]

52.0" [1321 mm]

30.5" [775 mm]

14.0" [356 mm]

52.0" [1321 mm]

34.5" [876 mm]

42.0" [1066 mm] 42.0" [1066 mm]

6.0" [152 mm] DIA.

INSPECTION PORT

LARGE RIBSMALL RIB

SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD

(ACCOMMODATES CULTEC HVLV FC-24

FEED CONNECTOR OR STORM PIPE)

MAX. PIPE:

10" [250 mm] HDPE 12" [300 mm] PVC

MAXIMUM PIPE SIZE IN END WALL:

24" [600 mm] HDPE 24" [600 mm] PVC

FIGURE 1

ZOOM OF SIDE PORTAL SHOWING MAX. PIPE O.D.

CULTEC NO. 4800™ WOVEN GEOTEXTILE

CULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE. IT MAY ALSO BE USED AS A COMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TO PREVENT SOIL/CONTAMINANT INTRUSION INTO THE STONE WHILE ALLOWING

FOR MAINTENANCE.

GEOTEXTILE PARAMETERS

1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT.

(203-775-4416 OR 1-800-428-5832)

2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.

3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS (2,448 X 2,448 N) PER ASTM

D4632 TESTING METHOD.

4. THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 20 X 20% PER ASTM D4632

TESTING METHOD.

5. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X 5,070 LBS/FT

(74 X 74 KN/M) PER ASTM D4595 TESTING METHOD.

6. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2% STRAIN OF 960 X 1,096

LBS/FT

(14 X 16 KN/M) PER ASTM D4595 TESTING METHOD.

7. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5% STRAIN OF 2,740 X 2, 740 LBS/FT (40 X 40 KN/M) PER ASTM D4595 TESTING METHOD.

8. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10% STRAIN OF 4,800 X

4,800 LBS/FT (70 X 70 KN/M) PER ASTM D4595 TESTING METHOD.

9. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS (7,560 N) PER ASTM

D6241 TESTING METHOD.

10. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS (801 X 801 N)

PER ASTM D4533 TESTING METHOD.

11. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER

ASTM D4751 TESTING METHOD.

12. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC-1 PER ASTM D4491 TESTING

METHOD.

13. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2 (470 LPM/M2) PER ASTM

D4491 TESTING METHOD.

14. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @ 500 HRS. PER ASTM D4355 TESTING

METHOD.

CULTEC NO. 410™ NON-WOVEN GEOTEXTILE

CULTEC NO. 410™ NON-WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR® AND

RECHARGER® STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOIL INTRUSION

INTO THE STONE.

GEOTEXTILE PARAMETERS

1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832)

2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE.

3. THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M).

4. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PER ASTM D4632

TESTING METHOD.

5. THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTM D4632 TESTING

METHOD.

6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786

TESTING METHOD.

7. THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PER ASTM D4833

TESTING METHOD.

8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTM D6241

TESTING METHOD.

9. THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTM D4533

TESTING METHOD.

10. THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING

METHOD.

11. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 TESTING

METHOD.

12. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER

ASTM D4491 TESTING METHOD.

13. THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTM D4355

TESTING METHOD.

7.5' [2.29 m] MIN.

CULTEC NO. 4800 WOVEN GEOTEXTILE

BENEATH FEED CONNECTORS

10.0' [3.0 m] MIN.

CULTEC NO. 4800 WOVEN GEOTEXTILE

BENEATH INLET PIPES

6.0 INCH [152 mm] MIN. DEPTH OF

1-2 INCH [25-50 mm] WASHED, CRUSHED

STONE ABOVE CHAMBERS

12.0 INCH [305 mm] MIN. WIDTH OF 1-2 INCH [25-50 mm]

WASHED, CRUSHED STONE BORDER SURROUNDING

ALL CHAMBERS

PAVEMENT

OR FINISHED GRADE

MINIMUM 95% COMPACTED FILL

CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND

STONE. TOP AND SIDES MANDATORY, BOTTOM PER

ENGINEER'S DESIGN PREFERENCE

1-2 INCH [25-50 mm] WASHED, CRUSHED STONE

SURROUNDING CHAMBERS

REQUIRED INSPECTION PORT

(SEE ZOOM DETAIL )

12.0" [305 mm] MIN.

RECHARGER 330XLHD

HEAVY DUTY CHAMBER

6.0" [152 mm] MIN.

30.5" [775 mm]

6.0" [152 mm] MIN.

10.0" [254 mm] MIN. FOR PAVED 12.0" [305 mm] MIN. FOR UNPAVED

RECHARGER 330XLHD

HEAVY DUTY CHAMBER

MINIMUM 95% COMPACTED FILL

PAVEMENT OR FINISHED GRADE CULTEC NO. 410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND

SIDES MANDATORY, BOTTOM PER ENGINEER'S DESIGN PREFERENCE

6.0" [152 mm] MIN.

30.5" [775 mm]

6.0" [152 mm] MIN.

12.0' [3.66 m] MAX.

COVER DEPTH

58.0" [1473 mm] MIN.

CENTER TO CENTER

52.0" [1321 mm]12.0" [305 mm] MIN.

10.0" [254 mm] MIN. FOR PAVED 12.0" [305 mm] MIN. FOR UNPAVED

HVLV FC-24 FEED CONNECTOR

WHERE SPECIFIED

1-2 INCH [25-50 mm] WASHED, CRUSHED

STONE SURROUNDING CHAMBERS

PAVEMENT

OR FINISHED GRADE

12.0" [305 mm] MIN.

24.0" [610 mm] MIN.

SQUARE

14.5" [368 mm]

10.25" [260 mm]

NEENAH FOUNDRY MODEL R-5900-A

(OR EQUAL) HEAVY DUTY FRAME AND LID

6.0" [150 mm] SDR-35 / SCH 40 PVC (INSERTED 8.0" [203 mm] INTO CHAMBER)

TRIM CHAMBER INSPECTION PORT KNOCK-OUT TO

MATCH O.D. OF 6.0" [150mm] INSPECTION PORT PIPE

6.0" [150 mm] SDR-35 / SCH. 40 PVC COUPLING

6.0" [150 mm] SDR-35 / SCH. 40 PVC RISER

6.0" [150 mm] SDR-35 / SCH. 40 PVC ENDCAP

CLEAN-OUT ADAPTER W/ SCREW-IN CAP

FIELD PLACED CLASS "C" CONCRETE

12.0" [300 mm] SDR-35 / SCH. 40 PVC COLLAR

MAINTAIN 6.0" [152 mm] CLEARANCE BETWEEN

HEAVY DUTY LID AND PVC CLEAN-OUT CAP

6.0 INCH [152 mm] MIN. DEPTH OF

1-2 INCH [25-50 mm] WASHED, CRUSHED

STONE BENEATH CHAMBERS

PIPE PER ENGINEER DESIGN.

PIPE TO BE INSERTED 12.0 INCHES [305 mm] MIN. INTO CHAMBER.

MAXIMUM PIPE SIZE:

24" [600 mm] HDPE 24" [600 mm] PVC

CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD

FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)

PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR ENSURING THAT THE

REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET

INLET/OUTLET PIPE PER ENGINEER DESIGN.

PIPE TO BE INSERTED 12.0" [305 mm] MIN. INTO CHAMBER

MAXIMUM PIPE SIZE:

24" [600 mm] HDPE 24" [600 mm] PVC

SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR HVLV FC-24 FEED

CONNECTOR OR STORM PIPE AS NEEDED (SEE FIGURE 1). CUT SHALL

BE WITHIN 1/4" [6 mm] TOLERANCE OF SIDE PORTAL TRIM GUIDELINE

CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLD

FEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)

PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR

ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET

MAX. PIPE:

10" [250 mm] HDPE 12" [300 mm] PVC

18" MIN. OF ASTM C-33 CONCRETE SAND

18.0" [458 mm] o n e e ig h th in ch o n e f o o t

B

A

C

D

E

F th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

1 2 3 4 5 6 87 9

97 8654321

B

A

C

D

E

F

NO. DESCRIPTION DATE

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Miller-Remick LLC

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856)429-4000

FAX: (856)429-5002

M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

A Ser v ic e

D i s ab l e d Vet er an Owned Sma ll Business

SDVOSB

CVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT

Project Director

MR PROJECT NO: 0506-0011

REPLACE BOILERS IN BUILDING 10

830 CHALKSTONE AVENUE

PROVIDENCE, RI 02908

650-19-100

HAZARDOUS MATERIALS

MABBETT & ASSOCIATES, INC.

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PHONE: (781)275-6050

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GRW

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PHONE: (410)750-2246 10

100% CORRECTED

CONSTRUCTION DOCUMENTS

01-07-2022

PHYSICAL SECURITY

FORCE PROTECT SECURITY CONSULTANTS

10901 FRONT BEACH RD., STE 1415, PANAMA CITY BEACH, FL 32407

PHONE: (502) 836-4232

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CIVIL

CONSTRUCTION DETAILS

C504