B08_Attachment_04_Appendix_A_-_Fort_Wadsworth_Drawing_Set_0002.pdf

NATIONAL PARK SERVICE

PROGRAM OF REQUIREMENTS

NOVEMBER 2023

N111 GATE 318738

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REHABILITATE WATER, WASTEWATER, AND

STORMWATER UTILITY SYSTEMS AT FT. WADSWORTH

VICINITY MAP

1" = 3000'

VERRAZZANO NARROWS

BRIDGE

INTERSTATE 278

NEW YORK AVENUE

HYLAN BOULEVARD

PROJECT AREA

BATTERY ROAD

MONT SEC AVENUE

STATEN ISLAND

BROOKLYN

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

Drawing No.

Scale

Revision

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Client/Project

Project No.

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Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

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ByRevision Appd. YY.MM.DD

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NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_01.1 - GEN NOTES

2023.05.12

GENERAL NOTES, LEGEND,

AND ABBREVIATIONS

NO SCALE

G-002 2

SERVICES

W: 1*

SS: 1

SD: (0)

SERVICES (SEE WATER NOTE #8 AND

SEWER AND STORM DRAIN NOTE #9)

DC

EOP

LSA

EOC

DIP

MC

(TYP)

SYL

SWL

DAWL

DYL

NVP

SB

TOD

BOS

EXISTING CONTOUR

EXISTING SPOT ELEVATION

EXIST. TOP OF CURB ELEVATION

EXIST. BOTTOM OF CURB ELEVATION

EXIST. TOP OF WALL ELEVATION

EXIST. BOTTOM OF WALL ELEVATION

EXIST. FINISHED FLOOR ELEVATION

EXIST. DOOR SILL ELEVATION

OVERHEAD WIRES

APPROX. LOC. UNDERGROUND ELECTRIC LINE

APPROX. LOC. UNDERGROUND NATURAL GAS LINE

APPROX. LOC. UNDERGROUND WATER LINE

DEPRESSED CURB

HYDRANT

FIRE DEPARTMENT CONNECTION (F.D.C.)

WATER VALVE

GAS VALVE

STORM DRAIN

SEWER MANHOLE

CON. ED. MANHOLE

TELECOMMUNICATIONS MANHOLE

ELECTRIC MANHOLE

UNKNOWN MANHOLE

WATER MANHOLE

GAS MANHOLE

CLEAN OUT

DRAIN

VENT & NUMBER OF VENTS

DETECTABLE WARNING PAD

UTILITY POLE

GUY WIRE

TRAFFIC SIGNAL

SIGN

DOUBLE SIGN

MAIL BOX

BOLLARD

SECURITY CAMERA

AREA LIGHT

DUCTILE IRON PIPE

DEPRESSED CURB

EDGE OF CONC.

EDGE OF PAVEMENT

LANDSCAPED AREA

METAL COVER

TYPICAL

SOLID WHITE LINE

SOLID YELLOW LINE

DOUBLE YELLOW LINE

DASHED WHITE LINE

STOP BAR

NO VISIBLE PIPE

TOP OF DEBRIS

BOTTOM OF STRUCTURE

UNKNOWN TERMINUS

LEGEND

PAINTED ARROWS

LIGHT POLE

PAINTED HANDICAPPED

PAINTED BIKE LANE ARROW

PAINTED BIKE LANE

METAL COVERS

CATCH BASINS

STEAM MANHOLE

CABLE BOX

ELECTRIC BOX

TELECOMMUNICATIONS BOX

UTILITY & LIGHT POLE

TELECOMMUNICATIONS PEDESTAL

POST INDICATOR VALVE

ROOF DRAIN

AREA LIGHT ON BUILDING

UNK

APPROX. LOC. UNDERGROUND CABLE LINE

APPROX. LOC. UNDERGROUND SEWER

APPROX. LOC. UNDERGROUND STORM DRAIN

APPROX. LOC. UNDERGROUND TELEPHONE LINE

APPROX. LOC. UNDERGROUND

UNKNOWN UTILITY LINE

TRENCH DRAIN (TD)

CIP

CPP

RCP REINFORCED CONCRETE PIPE

CAST IRON PIPE

CORRUGATED PLASTIC PIPE

VCP VITRIFIED CLAY PIPEWATER METER

GAS METER

ELECTRIC METER

FWD FILLED WITH DEBRIS

APPROX. LOC. UNDERGROUND CABLE LINE

CB CATCH BASIN

CLF CHAIN LINK FENCE

CMP CORRUGATED METAL PIPE

DBE DESIGN BUILD ENTITY

HDPE HIGH DENSITY POLYETHYLENE

INV INVERT

NPS NATIONAL PARK SERVICE

PVC POLYVINYL CHLORIDE

TOW TOP OF WALL

SURVEY NOTES:

1. THE PURPOSE OF THIS SURVEY IS TO DEPICT SITE TOPOGRAPHIC CONDITIONS ONLY. PROPERTY BOUNDARIES AND TITLE/EASEMENT CONDITIONS HAVE NOT BEEN INVESTIGATED OR EXAMINED AS PART OF THIS SURVEY. THE SURVEYOR MAKES NO REPRESENTATIONS

AS TO THE PRESENCE OR ABSENCE OF EASEMENTS OR ENCUMBRANCES ON THE PROPERTY.

2. SURVEYED AREA IS A PORTION OF PROPERTY KNOWN AS LOT 1, BLOCK 3128, AS SHOWN ON THE NEW YORK CITY DIGITAL TAX MAP

OF THE BOROUGH OF STATEN ISLAND, CITY AND STATE OF NEW YORK.

3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. LOCATIONS AND SIZES ARE BASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE ASBUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED.

A QUALITY LEVEL SYSTEM IS UTILIZED TO IDENTIFY THE SOURCE OF THE UNDERGROUND UTILITY INFORMATION. THE METHOD OF DETERMINATION IS BASED ON CONTRACTUAL AGREEMENT WITH THE CLIENT AND IS DEPICTED ON THE SURVEY BY THE LINE TYPES

SHOWN IN THE DRAWING LEGEND. FOR REFERENCE, THE QUALITY LEVELS ARE AS FOLLOWS:

QUALITY LEVEL C - LOCATION OF UTILITY SURFACE FEATURES SUPPLEMENTS REFERENCE MAPPING. INCLUDES MARKOUT BY

OTHERS.

QUALITY LEVEL B - UTILITY LOCATION DATA IS COLLECTED THROUGH GEOPHYSICAL SENSING TECHNOLOGY TO SUPPLEMENT SURFACE FEATURES AND OR REFERENCE MAPPING. INCLUDES MARKOUT BY CONTROL POINT ASSOCIATES, INC.

4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY CLIENT, A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC., AND OTHER REFERENCE MATERIAL AS LISTED HEREON.

5. TRADITIONAL GROUND SURVEY MAPPING WAS SUPPLEMENTED BY PLANIMETRIC AND TOPOGRAPHIC FEATURES COMPILED BY CONTROL POINT ASSOCIATES, INC. UTILIZING PHOTOGRAMMETRIC METHODS FROM AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY PERFORMED BY ROBINSON AERIAL SURVEYS, INC ON 03-26-2023. THIS DATA SET WAS PRODUCED TO COMPLY WITH THE AMERICAN SOCIETY OF PHOTOGRAMMETRY AND REMOTE SENSING (ASPRS) CLASS 1 STANDARD FOR A HORIZONTAL MAPPING SCALE OF 1"=30'.

6. PHOTOGRAMMETRIC MAPPING HAS BEEN COMPILED IN ACCORDANCE WITH PROCEDURES THAT HAVE BEEN DEMONSTRATED TO COMPLY WITH THE AMERICAN SOCIETY OF PHOTOGRAMMETRY AND REMOTE SENSING (ASPRS) CLASS 1 STANDARD FOR A

HORIZONTAL MAPPING SCALE OF 1"=30' AND A CONTOUR INTERVAL OF 1'.

7. FEATURES ARE LIMITED TO THOSE VISIBLE AT TIME OF THE PHOTOGRAPHY AND ARE SUBJECT TO FIELD VERIFICATION BY THE END

USER.

8. AERIAL CONTROL PROVIDED BY CONTROL POINT ASSOCIATES, INC. ON 04-04-2023.

9. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY, WAS NOT KNOWN AT THE TIME OF THE FIELD SURVEY.

10. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). WHICH IS 2.09 FEET BELOW THE BOROUGH OF RICHMOND HIGHWAY DATUM. ELEVATIONS ARE BASED UPON GPS OBSERVATIONS UTILIZING THE KEYSTONE KEYNET NETWORK.

TO CONVERT TO RICHMOND HIGHWAY DATUM SUBTRACT 2.09 FROM THE ELEVATIONS SHOWN.

TO CONVERT TO NGVD 1929 ADD 1.10 FEET TO ELEVATIONS SHOWN.

TEMPORARY BENCHMARKS SET:

TBM-A: X-CUT SET IN CONCRETE CURB ON THE WESTERLY SIDE OF COAST GUARD DRIVE.

ELEVATION=102.96'

TBM-B: X-CUT SET IN CONCRETE CURB ON THE SOUTHERLY SIDE OF COAST GUARD DRIVE.

ELEVATION=95.94'

TBM-C: X-CUT SET IN CONCRETE CURB ON THE SOUTHERLY SIDE OF SOUTH ROAD.

ELEVATION=96.68'

TBM-D: X-CUT SET IN CONCRETE CURB ON THE SOUTHERLY SIDE OF MARSHAL ROAD.

ELEVATION=104.19'

TBM-E: X-CUT SET IN CONCRETE SIDEWALK ON THE EASTERLY SIDE OF NEW YORK AVENUE.

ELEVATION=101.92'

TBM-F: X-CUT SET IN CONCRETE CURB ON THE WESTERLY SIDE OF HUDSON ROAD.

ELEVATION=116.45'

TBM-G: X-CUT SET IN CONCRETE CURB ON THE SOUTHERLY SIDE OF MARSHAL ROAD.

ELEVATION=103.12'

TBM-H: X-CUT SET IN CONCRETE CURB ON THE WESTERLY SIDE OF TOMPKINS STREET.

ELEVATION=115.64'

TBM-I: X-CUT SET IN CONCRETE SIDEWALK ON THE WESTERLY SIDE OF NEW YORK AVENUE.

ELEVATION=99.33'

TBM-J: X-CUT SET IN CONCRETE CURB ON THE NORTHERLY SIDE OF BATTERY ROAD.

ELEVATION=101.99'

TBM-K: MAG NAIL SET IN CONCRETE SIDEWALK ON THE WESTERLY SIDE OF USS NEW MEXICO COURT.

ELEVATION=86.32'

TBM-L: MAG NAIL SET IN ASPHALT ON THE SOUTHERLY SIDE OF HUDSON ROAD.

ELEVATION=64.32'

TBM-M: MAG NAIL SET IN ASPHALT ON THE NORTHERLY SIDE OF RANGE ROAD.

ELEVATION=13.27'

TBM-N: MAG NAIL SET IN ASPHALT ON THE WEST SIDE OF HUDSON ROAD.

ELEVATION=86.36'

TBM-O: MAG NAIL SET IN ASPHALT ON THE WEST SIDE OF SOUTH WEED ROAD.

ELEVATION=31.53'

TBM-P: PK NAIL SET IN ASPHALT ON THE WEST SIDE OF NORTH WEED ROAD.

ELEVATION=32.35'

TBM-Q: MAG NAIL SET IN ASPHALT ON THE EAST SIDE OF NORTH WEED ROAD.

ELEVATION=77.80'

PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS ILLUSTRATED ON THIS SKETCH HAVE NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR

TO CONSTRUCTION.

11. THERE WERE NO NATURAL STREAMS OR WATERCOURSES VISIBLE AT THE TIME OF THE FIELD SURVEY.

12. WATER LINE HAS BEEN FIELD VERIFIED UNLESS NOTED OTHERWISE. UNKNOWN IF WATER IS ACTIVE OR ABANDONED.

REFERENCES:

1. MAP ENTITLED "STRATEGIC HOMEPORTING SURFACE ACTION GROUP, TOPOGRAPHICAL SURVEY, NAVAL STATION, STATEN ISLAND, NY" PREPARED BY ETTLINGER & ETTLINGER P.C. CONSULTING ENGINEERS & CITY SURVEYORS. DATED SEPTEMBER 17, 1985.

2. MAP ENTITLED "GATE_646_60927_FOWA_PLAN - FORT WADSWORTH STORM/ SANITARY SEWERS", U.S. ARMY ENGINEER DISTRICT:

NEW YORK, CORPS OF ENGINEERS, DATED MAY 21, 1971.

3. MAP ENTITLED "FORT WADSWORTH, STATEN ISLAND, NY, FORT WADSWORTH DOMESTIC AND FIRE WATER SYSTEM, SHEET 1 OF 1".

DATED JUNE 29, 1994.

4. MAP ENTITLED "GATE 17689 DATED MARCH 11, 1965, RECEIVED 08-17-2023.

WATER BASE/OPTION PARTITION BOUNDARY

LF LINEAR FEET

GENERAL NOTES

1. INFORMATION SHOWN HEREON COMPILED BY CONTROL POINT ASSOCIATES, INC. FROM A FIELD SURVEY, AERIAL SURVEY, AND RECORD INFORMATION RECEIVED NOVEMBER 15, 2023. THERE HAVE BEEN KNOWN CHANGES TO THE SITE SINCE THE INITIAL FIELD SURVEY, INCLUDING RESURFACING OF THE PARADE GROUNDS IN FORT TOMPKINS AND PLANTING OF NEW TREES THROUGHOUT THE SITE. THE DBE SHALL VERIFY CURRENT CONDITIONS IN THE FIELD WHEN IDENTIFYING IMPACTS BASED ON PROPOSED DESIGN.

2. THE LOCATION OF UTILITIES IS APPROXIMATE ONLY, AND THE EXACT LOCATION SHOULD BE DETERMINED BY THE DESIGN BUILD ENTITY (DBE). THE DBE SHOULD SATISFY THEMSELVES AS TO THE ACTUAL LOCATION AND THE DEPTH OF ANY UTILITY. THE EXISTENCE OF ADDITIONAL UTILITIES INCLUDING IRRIGATION SYSTEMS NOT SHOWN ON THE PLANS SHALL BE ANTICIPATED.

3. ALL EXISTING UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION AND THE DBE SHALL BE LIABLE FOR ANY AND ALL DAMAGE.

DAMAGES SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED AT THE DBE'S EXPENSE WITHOUT ADDITIONAL COMPENSATION.

4. PRIOR TO STARTING WORK IN EACH STREET, THE DBE SHALL GIVE SUFFICIENT NOTIFICATION TO ALL PRIVATE AND PUBLIC UTILITY COMPANIES TO PERMIT STREET MARKING OF THEIR FACILITIES. MARKING OF NPS FACILITIES IS THE RESPONSIBILITY OF THE DBE.

5. THE DBE SHALL CONSIDER THE INDIVIDUAL SERVICE LINES TO EACH BUILDING FROM ALL UTILITIES, WHETHER MARKED OUT OR NOT, WHEN PROCEEDING WITH EXCAVATION.

6. THE DBE IS FOREWARNED THAT UTILITY SERVICES EXIST IN THESE STREETS. IF THE DBE CUTS OR DAMAGES THESE SERVICES THEY SHALL IMMEDIATELY REPLACE THEM AT THEIR OWN EXPENSE OR PAY FOR THEIR REPLACEMENT AT THE OPTION OF THE THIRD-PARTY

UTILITY COMPANY.

7. ALL PUBLIC AND PRIVATE UTILITIES SHALL BE CONTINUOUSLY MAINTAINED DURING CONSTRUCTION.

8. EVERY REASONABLE PRECAUTION SHOULD BE TAKEN TO ENSURE THE PROTECTION OF EXISTING BUILDINGS, STRUCTURES, UTILITIES, AND OTHER IMPROVEMENTS DURING CONSTRUCTION.

9. THE DBE'S ATTENTION IS DIRECTED TO THE POSSIBLE PRESENCE OF STEEL RAILS AND WOOD TIES BELOW THE SURFACE OF THE ROADWAY. WORK UNDER THIS CONTRACT MUST PROTECT THESE HISTORIC FEATURES IF THEY ARE ENCOUNTERED. NO WORK TO

REMOVE SUCH TRACKS IS PERMISSIBLE.

10. HISTORICAL STRUCTURES SUCH AS CISTERNS MAY BE PRESENT ON SITE AND UNMAPPED.

11. ALL ELEVATIONS ON THESE PLANS, UNLESS OTHERWISE NOTED, ARE BASED UPON THE NAVD 1988 DATUM.

12. ABANDONMENT OF ALL UTILITIES SHALL BE IN ACCORDANCE WITH THE PROGRAM OF REQUIREMENTS (POR).

13. ALL EXCAVATION, BEDDING, AND BACKFILL OPERATIONS SHALL BE DONE IN ACCORDANCE WITH THE POR.

14. ACCESS AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE POR. ALL STREET OPENINGS SHALL BE SECURELY COVERED AT

THE END OF EACH DAYS' OPERATION TO ENSURE SAFE PASSAGE.

15. THE DBE IS TO MATCH EXISTING GRADES. REGRADING IS OUT OF THE SCOPE OF THIS CONTRACT.

16. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE POR. ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE APPROVED

BY NPS.

17. THE DBE IS RESPONSIBLE FOR DESIGN AND IMPLEMENTATION OF TREE PROTECTION AND EROSION & SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE POR. THE DBE IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS REQUIRED FOR PERFORMING THE WORK. NPS WILL SUPPORT DURING THE COMPLIANCE PROCESS. NO WORK CAN BEGIN BEFORE COMPLIANCE APPROVAL AND

PERMITS ARE IN PLACE.

18. THE FEMA 100-YEAR FLOODPLAIN AND 500-YEAR FLOODPLAIN SHOWN ON THESE PLANS IS THE BEST AVAILABLE FLOOD HAZARD DATA RELEASED BY FEMA ON 1/30/2015. THE DATA WAS DOWNLOADED FROM THE FEMA MAP SERVICE CENTER ON 8/22/23.

WATER NOTES

1. WATER SYSTEM SHOWN IS THE BEST REPRESENTATION OF EXISTING CONDITIONS. DBE TO DESIGN NEW LAYOUT OF THE WATER

SYSTEM.

2. THE PROJECT’S INTENT IS TO REPLACE THE ENTIRE WATER SYSTEM; HOWEVER, NPS HAS DECIDED TO ORGANIZE THE WATER SYSTEM INTO BASE BID COMPONENTS AND OPTION AREAS BASED ON GEOGRAPHICAL AREA. THE WATER BASE BID AND OPTION AREAS ARE

PRESENTED IN THE MAPPING IN APPENDIX K OF THE POR.

3. THE SIZES OF EXISTING WATER MAINS AND SERVICES, WHERE PROVIDED, ARE NOMINAL DIAMETERS SHOWN BASED ON RECORD PLANS.

ALL PIPE DIMENSIONS ARE SHOWN IN INCHES UNLESS OTHERWISE INDICATED. MATERIALS COULD NOT BE VERIFIED. DBE TO VERIFY SIZE

AND MATERIALS, ESPECIALLY AT PROPOSED CONNECTIONS TO THE EXISTING SYSTEM.

4. THE DBE SHALL GIVE ADEQUATE NOTICE TO AND PROVIDE CLOSE COOPERATION WITH NPS DURING THE ENTIRE CONSTRUCTION PERIOD, INCLUDING APPROVAL OF ALL VALVE OPERATION, HYDRANT AND VALVE REMOVALS, AND ALL NEW INSTALLATION AS REQUIRED.

5. DEPTH OF EXISTING WATER MAINS IS GENERALLY NOT KNOWN BUT MEASUREMENTS TO TOP OF NUT HAVE BEEN PROVIDED FOR SELECT VALVES. NORMAL DEPTH OF COVER ON ALL NEW WATER MAINS AND SERVICES SHALL BE FOUR FEET.

6. WHERE KNOWN, WATER SERVICES HAVE BEEN SHOWN ON THE PLANS. ADDITIONAL SERVICES MAY BE FOUND IN THE COURSE OF

CONSTRUCTION AND SHOULD BE ANTICIPATED.

7. THE EXACT LOCATION OF WATER SERVICES TO BE REPLACED WILL BE DETERMINED AS THEY ARE ENCOUNTERED IN THE WORK.

LOCATION MAY BE VARIED IN THE FIELD AND SERVICES ARE TO BE RELAID TO CONNECT TO THE EXISTING SERVICE NEAR THE BUILDING

WALL.

8. EXPECTED WATER SERVICES ARE DENOTED PER BUILDING ON THE PLANS. DBE IS REQUIRED TO VERIFY ALL WATER SERVICE QUANTITIES AND LOCATIONS. WHERE AN ASTERISK IS USED, SERVICE IS REQUIRED BUT LOCATION OF SERVICE(S) IS UNKNOWN. WHERE

PARENTHESES ARE USED, DBE TO VERIFY WHETHER SERVICE IS REQUIRED.

9. TEMPORARY WATER BYPASS DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE POR.

10. THE DBE SHALL KEEP NPS INFORMED OF THE STATUS OF ALL HYDRANTS AFFECTED BY WORK UNDER THIS CONTRACT.

SEWER & STORM DRAIN NOTES

1. SEWER SYSTEM SHOWN IS THE BEST REPRESENTATION OF EXISTING CONDITIONS. DBE TO DESIGN NEW LAYOUT OF THE SEWER

SYSTEM.

2. STORM DRAIN SYSTEM SHOWN IS THE BEST REPRESENTATION OF EXISTING CONDITIONS. DBE TO REHABILITATE OR REPLACE STORM

DRAIN INFRASTRUCTURE AS NOTED ON THE PLANS.

3. THE FULL REPLACEMENT OF THE SANITARY SEWER SYSTEM IS INCLUDED UNDER THE BASE BID. HOWEVER, THERE IS A SINGULAR SANITARY SEWER OPTION FOR THE PIPE SEGMENT AT THE MOST NORTHWEST CORNER OF THE SITE AS DESCRIBED IN DETAIL UNDER

SANITARY SEWER OPTION 1 SHOWN ON SHEET C-107.

4. THERE ARE CERTAIN FEATURES OF THE STORM DRAIN SYSTEM THAT ARE CONTRACT OPTIONS. THESE OPTIONS ARE NOTED BY

CALLOUTS ON THE PLANS.

5. THE SIZES AND MATERIAL OF EXISTING SEWER MAINS, STORM DRAINS, AND SERVICES ARE PROVIDED BASED ON FIELD SURVEY AND RECORDS. SIZES AND MATERIALS SHOULD BE VERIFIED BY THE DBE, ESPECIALLY AT PROPOSED CONNECTIONS TO THE EXISTING

SYSTEM.

6. THE SIZES AND MATERIAL OF EXISTING MANHOLES ARE NOT SHOWN ON THE DRAWINGS AND SHOULD BE VERIFIED BY THE DBE, ESPECIALLY AT PROPOSED CONNECTIONS TO THE EXISTING SYSTEM.

7. WHERE KNOWN, SEWER AND STORM DRAIN SERVICES HAVE BEEN SHOWN ON THE PLANS. ADDITIONAL SERVICES MAY BE FOUND IN THE

COURSE OF CONSTRUCTION AND SHOULD BE ANTICIPATED.

8. WHERE COMBINED, SANITARY AND STORM LINES SHALL BE SEPARATED. HOWEVER, WORK WITHIN THE BUILDINGS IS OUT OF THE SCOPE

OF THIS CONTRACT.

9. EXPECTED SEWER AND STORM DRAIN SERVICES ARE DENOTED PER BUILDING ON THE PLANS. DBE IS REQUIRED TO VERIFY ALL UTILITY SERVICE QUANTITIES AND LOCATIONS. WHERE AN ASTERISK IS USED, SERVICE IS REQUIRED BUT LOCATION OF SERVICE(S) IS UNKNOWN.

WHERE PARENTHESES ARE USED, DBE TO VERIFY WHETHER SERVICE IS REQUIRED.

10. THE DBE SHALL VERIFY EXISTING INVERT ELEVATIONS IN ADVANCE OF CONSTRUCTION AND REDESIGN TO ADDRESS ANY

DISCREPANCIES.

11. THE DBE SHALL BE RESPONSIBLE FOR ADEQUATELY HANDLING ALL FLOW IN EXISTING SEWER AND STORM DRAIN LINES. TEMPORARY

BYPASS, AS REQUIRED, SHALL BE IN ACCORDANCE WITH THE POR.

12. RIM ELEVATIONS FOR MANHOLES AND CATCH BASINS ARE FOR INFORMATION ONLY. THE DBE SHALL SET FINAL RIM ELEVATIONS TO

MEET EXISTING GRADES.

13. ALL ACTIVE SEWER SERVICES ARE TO BE REPLACED FROM THE NEW MAIN TO EXISTING CONNECTION NEAR BUILDING WALL, EXCEPT AS

NOTED ON THE DRAWINGS.

14. ALL ACTIVE STORM DRAIN SERVICES ARE TO BE RECONNECTED TO NEW, EXISTING, OR REHABILITATED STORM DRAINS.

15. DBE TO PERFORM INVESTIGATIONS, SUCH AS SMOKE TESTING, DYE TESTING, OR CCTV INSPECTIONS, AS REQUIRED TO DETERMINE

ACTIVE STATUS OR CONNECTIVITY OF SERVICES.

16. UNLESS OTHERWISE NOTED, STORM DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED IN THE POR PHASE

UNLESS OTHERWISE NOTED.

17. AS A CONTRACT OPTION, DBE TO PERFORM A CONDITION ASSESSMENT ON ALL STORM DRAINS AND STRUCTURES THAT WERE NOT INSPECTED DURING THE POR. ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION ASSESSMENT IS TO BE ADMINISTERED

THROUGH A POTENTIAL CONTRACT MODIFICATION.

18. DBE IS RESPONSIBLE FOR ASSIGNING IDENTIFICATION NUMBERS FOR STORM STRUCTURES IN ACCORDANCE WITH THE EXISTING NUMBERING SCHEME, AS DETAILED IN THE POR. DBE IS ALSO RESPONSIBLE FOR ASSIGNING IDENTIFICATION NUMBERS FOR THE SEWER SYSTEM IN A SIMILAR NUMBERING SCHEME. THIS NUMBERING IS REQUIRED TO BE SHOWN ON DRAWINGS.

EOI END OF INFORMATION

N

Y AVE

N

Y AVE

BATTERY RD

ARTILLERY RD

MARSHALL RD

M

ALO

N

EY D

R DRUM RD

TOMPKINS ST

MONT SEC AVE

N. RD

S. RD

H U

D

SO

N R

D

HUDSON RD

COAST GUARD DR

N . W

EED

R

D

VERRAZZANO-NARROWS BRIDGE

USS NC RD

U

SS

T N

R D

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

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NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_0

2023.05.12

N

KEY PLAN

C-100 3

Feet 0 20 40

C-101 C-102 C-105 C-106

C-107 C-108 C-109 C-110 C-111

C-118C-117C-116C-115C-114

C-119 C-120 C-121 C-122 C-123

C-127C-126C-125C-124

C-128 C-129 C-130 C-131

C-136C-135C-134C-133

C-140

C-141

C-103

C-112

C-113

C-132

C-137

C-138

C-142

C-104

C-139

APPROX EDGE OF SITE

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 1.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_1

2023.05.12

N

UTILITY PLAN 1

C-101 4

Feet 0 20 40

M

ATC

H

LIN

E C -102

M

ATC

H

LIN

E C -102

MATCH LINE C-107MATCH LINE C-107

4. NO UTILITY WORK IS IDENTIFIED ON THIS SHEET.

CONFIRM CONNECTIVITY

STMH 632

STMH 633

STMH 634

CLEAN

APPROX 173 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

CLEAN APPROX 105 LF OF SD

(MEDIUM PRIORITY - SD OPT 1)

CONFIRM CONNECTIVITY

AS REQUIRED

REPLACE FRAME AND

GROUT DEFECT (LOW

PRIORITY - SD OPT 2)

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 2.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_2

2023.05.12

N

UTILITY PLAN 2

C-102 5

Feet 0 20 40

M

ATC

H

LIN

E C -103

M

ATC

H

LIN

E C -103

M

ATC

H

LIN

E C -101

M

ATC

H

LIN

E C -101

MATCH LINE C-108MATCH LINE C-108

CONFIRM CONNECTIVITY

AND ABANDON IF NO

ACTIVE CONNECTION

CONFIRM CONNECTIVITY

AND ABANDON IF NO

ACTIVE CONNECTION

REPLACE

APPROX 145 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

REPLACE

APPROX 206 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

STMH 943

STMH 630

STMH 631 STMH 630A

STMH 944

GROUT DEFECT (LOW

PRIORITY - SD OPT 2)

RAISE BURIED

STRUCTURE (LOW

PRIORITY - SD OPT 2)

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 3.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_3

2023.05.12

N

UTILITY PLAN 3

C-103 6

Feet 0 20 40

M

ATC

H

LIN

E C -104

M

ATC

H

LIN

E C -104

M

ATC

H

LIN

E C -102

M

ATC

H

LIN

E C -102

MATCH LINE C-109MATCH LINE C-109

MONT SEC AVENUE

(ASPHALT ROADWAY)

(TWO WAY TRAFFIC)

N

EW

Y O

R K

A

VE

N U

E (A

SP

H

A

LT

R O

A D

W A

Y) (T

W O

W A

Y

TR

A

FF

IC

NORTH ROAD

(ASPHALT ROADWAY)

(TWO WAY TRAFFIC)

SERVICES

W: 1

SS: 1*

SD: (0)

SERVICES

W: 1

SS: 1*

SD: (0) SERVICES

W: 1

SS: 1

SD: (0)

SERVICES

W: 1

SS: 1

SD: (0)

RECONNECT TO

EXISTING WATER

CONFIRM CONNECTIVITY

AND ABANDON IF NO

ACTIVE CONNECTION

REHABILITATE

APPROX 119 LF SD

(MEDIUM PRIORITY - SD

OPT 1)

STMH 015

STMH 501

STMH 941

STMH 942

STMH 940

REPLACE WATER METER AND

BACKFLOW PREVENTER IN

ACCORDANCE WITH NYC DEP

REQUIRMENTS

CONNECTION POINT OF WATER

BASE BID 1 AND WATER BASE BID 2

REHABILITATE

APPROX 45 LF SD (LOW

PRIORITY - SD OPT 2)

APPROX EDGE OF SITE

CONFIRM CONNECTIVITY AND

ABANDON IF NO ACTIVE

CONNECTION

CONFIRM CONNECTIVITY AND

ABANDON IF NO ACTIVE

CONNECTION

ABANDON

INACTIVE

SPUR

REHABILITATE

MANHOLE AND

REPLACE FRAME AND

COVER (MEDIUM

PRIORITY - SD OPT 1)

GROUT DEFECT

(MEDIUM PRIORITY -

SD OPT 1)

RAISE BURIED STRUCTURE

(LOW PRIORITY - SD OPT 2)

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 4.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_4

2023.05.12

N

UTILITY PLAN 4

C-104 7

Feet 0 20 40

M

ATC

H

LIN

E C -105

M

ATC

H

LIN

E C -105

M

ATC

H

LIN

E C -103

M

ATC

H

LIN

E C -103

MATCH LINE C-110MATCH LINE C-110

MONT SEC AVENUE

(TWO WAY TRAFFIC)

NORTH ROAD

(ASPHALT ROADWAY)

(TWO WAY TRAFFIC)

SERVICES

W: 1

SS: 1*

SD: (0)

SERVICES

W: 1

SS: 1*

SD: (0)

SERVICES

W: 2*

SS: 1*

SD: (0)

REHABILITATE

APPROX 442 LF OF SD (MEDIUM PRIORITY - SD OPT 1)

APPROX EDGE OF SITE

SUSPECTED

COMBINED SEWER

SUSPECTED

COMBINED SEWER

STMH 502

CONFIRM CONNECTIVITY

CONFIRM CONNECTIVITY

AS REQUIRED

CONFIRM CONNECTIVITY

AS REQUIRED

LOCATE UTILITY IN

VICINITY AS REQUIRED

CONFIRM CONNECTIVITY

AS REQUIRED

LOCATE GAS UTILITY

IN VICINITY AS REQUIRED

CONFIRM CONNECTIVITY

AS REQUIRED

LOCATE GAS UTILITY

IN VICINITY AS REQUIRED

CONFIRM CONNECTIVITY

AND ABANDON IF NO

ACTIVE CONNECTION

REHABILITATE

STRUCTURE (LOW

PRIORITY - SD OPT 2)

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 5.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_5

2023.05.12

N

UTILITY PLAN 5

C-105 8

Feet 0 20 40

M

ATC

H

LIN

E C -106

M

ATC

H

LIN

E C -106

M

ATC

H

LIN

E C -104

M

ATC

H

LIN

E C -104

MATCH LINE C-111MATCH LINE C-111

TH

E N

A R

R O

W S

SERVICES

W: 1

SS: 1*

SD: (0)

100-YEAR FLOODPLAIN

STMH 503

CLEAN AND INSPECT FROM STMH

503 TO OUTFALL (SEE NOTE 4)

APPROX EDGE OF SITE

APPROX OUTFALL LOCATION

APPROX EDGE OF SITE

REHABILITATE

STRUCTURE (LOW

PRIORITY - SD OPT 2)

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 6.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_6

2023.05.12

N

UTILITY PLAN 6

C-106 9

Feet 0 20 40

M

ATC

H

LIN

E C -105

M

ATC

H

LIN

E C -105

MATCH LINE C-112MATCH LINE C-112

4. CONTRACT STORM DRAIN OPTION 3 - THE STORM DRAIN SEGMENTS

DOWNSTREAM OF STMH 503 AT THE NORTHEAST LOCATION OF THE

PROJECT SITE WAS NOT INSPECTED AS PART OF THIS POR DUE TO

THE STEEP SLOPE. CREWS ALSO DID NOT LOCATE TWO

DOWNSTREAM STRUCTURES. THERE IS A CONTRACT OPTION TO

CLEAN AND INSPECT STORM DRAIN TO POTENTIALLY SUBMERGED

OUTFALL.

MARSHALL ROAD

COAST GUARD DRIVE

(ASPHALT ROADWAY)

(TWO WAY TRAFFIC)

MARSHALL ROAD

(ASPHALT ROADW

AY)

(TW

O W

AY TRAFFIC)

(ASPHALT ROADW

AY)

(TW

O W

AY TRAFFIC)

SERVICES

W: 1

SS: 1

SD: (0)

APPROX EDGE OF SITE

REDIRECT CB TO SD

REDIRECT CB TO SD

REDIRECT CB TO SD

REDIRECT CB TO SD

STMH 691

STMH 692

STMH 693

SSMH 690

STMH 690C

CLEAN, INSPECT AND REPLACE

AS REQUIRED (SEE NOTE 4)

CONFIRM CONNECTIVITY

AS REQUIRED

REHABILITATE

APPROX 59 LF OF SD IF REMAINING AFTER

SEWER SEPARATION (LOW PRIORITY - SD

OPT 2)

REHABILITATE

APPROX 57 LF OF SD IF REMAINING

AFTER SEWER SEPARATION

(MEDIUM PRIORITY - SD OPT 1)

REPLACE

APPROX 6 LF OF SD IF REMAINING

AFTER SEWER SEPARATION (HIGH

PRIORITY - BASE BID)

STMH 690B

REHABILITATE

STRUCTURE IF

REMAINING AFTER

SEWER SEPARATION

(LOW PRIORITY - SD

OPT 2)

REHABILITATE

STRUCTURE IF

REMAINING AFTER

SEWER SEPARATION

(LOW PRIORITY - SD

OPT 2)

REPLACE FRAME AND

COVER IF REMAINING

AFTER SEWER

SEPARATION (MEDIUM

PRIORITY - SD OPT 1)

REHABILITATE STRUCTURE IF

REMAINING AFTER SEWER SEPARATION

(MEDIUM PRIORITY - SD OPT 1)

REDIRECT CB TO SD

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 7.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_7

2023.05.12

N

UTILITY PLAN 7

C-107 10

Feet 0 20 40

M

ATC

H

LIN

E C -108

M

ATC

H

LIN

E C -108

MATCH LINE C-101MATCH LINE C-101

MATCH LINE C-113MATCH LINE C-113

4. SEWER CONTRACT OPTION 1 - THE SEWER PIPE SEGMENT

DOWNSTREAM OF SSMH 690 AT THE NORTHWEST LOCATION OF THE

PROJECT SITE WAS NOT INSPECTED AS PART OF THIS POR. CREWS

DID NOT LOCATE DOWNSTREAM STRUCTURE WHICH MAY BE ONSITE

OR OFFSITE. THE DBE SHALL CLEAN AND TELEVISE THIS SEGMENT

AND LOCATE THE DOWNSTREAM STRUCTURE AS PART OF THE BASE

BID. IF THE CONDITION OF THE SEWER WARRANTS REPLACEMENT,

SEWER OPTION 1 INCLUDES THE REPLACEMENT OF THE SEWER TO

THE NPS PROJECT BOUNDARY.

COAST GUARD DRIVE

M A

LO

N

EY

D

R

IV

E (F

O R

M

ER

LY

K

N O

W N

A S

LI

G

ET

T

R O

A D

(A

SP

H

A

LT

R O

A D

W A

Y) (T

W O

W A

Y

TR

A

FF

IC

(TWO WAY TRAFFIC)

(ASPHALT ROADWAY)

M A

LO

N

EY

D

R

IV

E (F

O R

M

ER

LY

K

N O

W N

A S

LI

G

ET

T

R O

A D

(A

SP

H

A

LT

R O

A D

W A

Y) (T

W O

W A

Y

TR

A

FF

IC

SERVICES

W: 1

SS: 1*

SD: (0)

SERVICES

W: 2

SS: 1

SD: 4

SERVICES

W: 1

SS: 1*

SD: (1)

REPLACE

APPROX 111 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

REPLACE

APPROX 25 LF OF CMP

(LOW PRIORITY - SD

OPT 2)

CLEAN

APPROX 58 LF OF SD (LOW

PRIORITY - SD OPT 2)

CLEAN

APPROX 53 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

STMH 409

STMH 605STMH 606

STMH 656

STMH 657

STMH 658

STMH 671

(NOT INSPECTED)

STMH 681

STMH 682

STMH 683

STMH 684

LOCATE WATER UTILITY

IN VICINITY

LOCATE ELECTRICAL UTILITY

IN VICINITY AS REQUIRED

PERFORM CONDITION

ASSESSMENT

AND CONFIRM CONNECTIVITY

(SD OPT 5)

CONNECTION POINT OF WATER

BASE BID 3 AND WATER OPTION 2

SOUTH OF WATER VALVE

CONNECTION POINT OF WATER

BASE BID 3 AND WATER OPTION 2

NEAR CURBLINE

CLEAN

APPROX 114 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

SD NOT

INSPECTED.

PERFORM

CONDITION

ASSESSMENT (SD

OPT 5)

SD NOT INSPECTED.

PERFORM CONDITION

ASSESSMENT (SD OPT 5)

SD NOT INSPECTED.

PERFORM CONDITION

ASSESSMENT (SD

OPT 5)

CONFIRM SOURCE AND

ASSESS WHETHER

REPLACEMENT IS REQUIRED

CONFIRM

CONNECTIVITY

STMH 680

CONFIRM

CONNECTIVITY AND

ABANDON IF NO

ACTIVE

CONNECTIONS

SEE NOTE 4

CLEAN STRUCTURE

(LOW PRIORITY - SD

OPT 2)

REPLACE FRAME AND

COVER (MEDIUM

PRIORITY - SD OPT 1)

REPLACE FRAME AND COVER

(MEDIUM PRIORITY - SD OPT 1)

GROUT DEFECT (LOW

PRIORITY - SD OPT 2)

CLEAN STRUCTURE

(LOW PRIORITY - SD

OPT 2)

CLEAN STRUCTURE

(LOW PRIORITY - SD

OPT 2)

GROUT DEFECT (LOW

PRIORITY - SD OPT 2)

GROUT DEFECT (LOW

PRIORITY - SD OPT 2)

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 8.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_8

2023.05.12

N

UTILITY PLAN 8

C-108 11

Feet 0 20 40

M

ATC

H

LIN

E C -109

M

ATC

H

LIN

E C -109

M

ATC

H

LIN

E C -107

M

ATC

H

LIN

E C -107

MATCH LINE C-102MATCH LINE C-102

MATCH LINE C-114MATCH LINE C-114

4. METER WATER USE IN FENCED US COAST GUARD AREA. EXACT

METER LOCATIONS TO BE DETERMINED BY DBE.

(TWO WAY TRAFFIC)

COAST GUARD DRIVE

SERVICES

W: 4

SS: 1

SD: 7

SERVICES

W: 3

SS: 1

SD: 4

SEE NOTE 4

PERFORM

CONDITION

ASSESSMENT AND

CONFIRM

CONNECTIVITY (SD

OPT 5)

REPLACE

APPROX 51 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

REPLACE

APPROX 58 LF OF SD

(LOW PRIORITY - SD

OPT 2)

REPLACE

APPROX 105 LF OF SD

(LOW PRIORITY - SD

OPT 2)

REPLACE

APPROX 10 LF OF SD (HIGH

PRIORITY - BASE BID)

REPLACE

APPROX 8 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

REHABILITATE

APPROX 48 LF OF SD (MEDIUM

PRIORITY - SD OPT 1)

REHABILITATE

APPROX 150 LF OF

SD

(MEDIUM PRIORITY

- SD OPT 1)

REHABILITATE

APPROX 250 LF OF SD

(MEDIUM PRIORITY - SD OPT 1)

STMH 601

STMH 602STMH 603

STMH 604

STMH 650 (NOT

INSPECTED)

STMH 651

STMH 652

STMH 653STMH 654

STMH 655

(NOT INSPECTED)

STMH 670 (NOT

INSPECTED)

STMH 670A

(NOT INSPECTED)

STMH 933

(NOT INSPECTED)

STMH 918B

CONFIRM CONNECTIVITY

AS REQUIRED

CONNECTION POINT OF WATER

BASE BID 3 AND WATER OPTION 2

18 LF FROM HYDRANT TEE

REHABILITATE

APPROX 156 LF OF SD

(LOW PRIORITY - SD

OPT 2)

GROUT DEFECT (LOW

PRIORITY - SD OPT 2)REPLACE FRAME AND

COVER (MEDIUM

PRIORITY - SD OPT 1)

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER

TO APPENDIX K AND THE POR FOR ADDITIONAL INFORMATION.

EXACT WATER CONNECTION LIMITS BETWEEN OPTION/BASE BID

LOCATIONS ARE DISPLAYED ON THE DRAWINGS.

3. REPLACE OR REHABILITATE STORM DRAINS AND STRUCTURES BASED

ON INDIVIDUAL CALLOUTS ON THE SHEET. ADDITIONALLY, STORM

DRAIN OPTION 5 REQUIRES A CONDITION ASSESSMENT ON ALL

STORM DRAINS AND STRUCTURES NOT INSPECTED DURING THE POR

ANY WORK THAT IS RECOMMENDED AS PART OF THE CONDITION

ASSESSMENT IS TO BE ADMINISTERED THROUGH A POTENTIAL

CONTRACT MODIFICATION. UNLESS OTHERWISE NOTED, STORM

DRAIN STRUCTURES THAT WERE INSPECTED DURING THE POR PHASE

FEATURE IDENTIFICATION NUMBERS. STORM DRAINS CONNECTING

STRUCTURES WITH IDENTIFICATION NUMBERS WERE ALSO INSPECTED

IN THE POR PHASE UNLESS OTHERWISE NOTED.

Drawing No.

Scale

Revision

Title

Client/Project

Project No.

Sheet of

Permit-Seal Chkd.Dwn. Dsgn. YY.MM.DD

File Name:

ByIssued Appd. YY.MM.DD

FINAL POR MRO HB 23.11.27

ByRevision Appd. YY.MM.DD

ORIGINAL SHEET - ANSI D

us

-p pf ss

\s ha re d_ pr oj ec ts\

0\ 5_ de sig n\ _c ivi l\ dr aw in gs

\p lo t\

-G

AT

E

-P lo t_ 9.

dw g

/1 1/

0:

P M B y:

O ste r, M at t

NATIONAL PARK SERVICE

GATE 318738 - REHABILITATE WATER,

WASTEWATER, AND STORMWATER

UTILITY SYSTEMS AT FT. WADSWORTH

STATEN ISLAND, NY

195150890

45 0 www.stantec.com Tel.

Stantec 475 Fifth Avenue, 12th Floor New York, NY 10017

212.366.5600

MRO NG HB

1951150890-GATE 318738-PLOT_9

2023.05.12

N

UTILITY PLAN 9

C-109 12

Feet 0 20 40

M

ATC

H

LIN

E C -110

M

ATC

H

LIN

E C -110

M

ATC

H

LIN

E C -108

M

ATC

H

LIN

E C -108

MATCH LINE C-103MATCH LINE C-103

MATCH LINE C-115MATCH LINE C-115

EW

Y O

R K

A

VE

N U

E (T

W O

W A

Y

TR

A

FF

IC

(A

SP

H A

LT

R

O A

D W

A Y)

SOUTH ROAD

(ASPHALT ROADWAY)

(TWO WAY TRAFFIC)

C

LI

FT

O

N R

O A

D (A

SP

H

A

LT

R O

A D

W A

Y) (T

W O

W A

Y

TR

A

FF

IC

SERVICES

W: 1

SS: 1*

SD: (0)

SERVICES

W: 1

SS: 1

SD: (0)

SERVICES

W: 1

SS: 1*

SD: (0)

SERVICES

W: 1

SS: 2

SD: (1)

SERVICES

W: 1

SS: 1*

SD: (0)

SERVICES

W: 1

SS: 1

SD: (0)

REHABILITATE

APPROX 226 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

REHABILITATE

APPROX 212 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

CLEAN

APPROX 17 LF OF SD

(LOW PRIORITY - SD

OPT 2)

REPLACE

APPROX 187 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

REHABILITATE

APPROX 110 LF OF SD

(MEDIUM PRIORITY -

SD OPT 1)

REHABILITATE

APPROX 86 LF OF SD (MEDIUM

PRIORITY - SD OPT 1)

REHABILITATE

APPROX 14 LF OF

SD (MEDIUM

PRIORITY - SD OPT

1)

STMH 013

STMH 014

STMH 030

STMH 031

STMH 032

STMH 033

STMH 034

STMH 035

STMH 919

STMH 918

(NOT INSPECTED)

STMH 030A

STMH 930STMH 931

(NOT INSPECTED)

STMH 918A

STMH 932

(NOT INSPECTED)

CONFIRM

CONNECTIVITY AND

ABANDON IF NO ACTIVE

CONNECTION

CONFIRM CONNECTIVITY

AS REQUIRED

LOCATE GAS UTILITY

IN VICINITY AS REQUIRED

CONFIRM CONNECTIVITY AND ABANDON

IF NO ACTIVE CONNECTION

PERFORM

CONDITION

ASSESSMENT AND

CONFIRM

CONNECTIVITY (SD

OPT 5)

PEFORM CONDITION

ASSESSMENT AND

CONFIRM CONNECTIVITY

CONNECTION POINT OF WATER

BASE BID 3 AND BASE BID 2

8 LF FROM WATER VALVE

CONNECTION POINT OF WATER

BASE BID 1 AND BASE BID 2

8 LF FROM WATER VALVE

REHABILITATE

APPROX 36 LF OF SD (MEDIUM

PRIORITY - SD OPT 1)

CONNECTION POINT OF WATER

BASE BID 1 AND BASE BID 2

18 LF FROM WATER VALVE CONFIRM CONNECTIVITY AND

ABANDON IF NO ACTIVE

CONNECTION

CONFIRM CONNECTIVITY AND

ABANDON IF NO ACTIVE

CONNECTION

REHABILITATE

STRUCTURE (MEDIUM

PRIORITY - SD OPT 1)

REHABILITATE

STRUCTURE (LOW

PRIORITY - SD OPT 2)

REHABILITATE

STRUCTURE

(LOW

PRIORITY -

SD OPT 2)

REHABILITATE

STRUCTURE

(LOW PRIORITY

- SD OPT 2)

RAISE BURIED

STRUCTURE (LOW

PRIORITY - SD OPT 2)

RAISE BURIED

STRUCTURE (LOW

PRIORITY - SD OPT 2)

CLEAN STRUCTURE

(LOW PRIORITY - SD

OPT 2)

RAISE BURIED

STRUCTURE

(LOW PRIORITY

- SD OPT 2)

RAISE BURIED STRUCTURE

(LOW PRIORITY - SD OPT 2)

Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to

The Copyrights to all designs and drawings are the property of authorized by Stantec is forbidden.

Stantec without delay.

Stantec. Reproduction or use for any purpose other than that

NOTES

1. REPLACE EXISTING SEWER MAINS, MANHOLES, AND SERVICES IN

SAME TRENCH OR RELOCATE UNLESS AS NOTED.

2. REPLACE EXISTING WATER MAINS, SERVICES, HYDRANTS, VALVES,

AND OTHER APPURTENANCES IN SAME TRENCH OR RELOCATE

UNLESS AS NOTED. DBE SHALL NOTE THAT THE WATER SYSTEM IS

SEPARATED INTO A BASE BID AND MULTIPLE OPTIONS, AS DESCRIBED

IN THE POR, SECTION 9. OPTIONS. THE CONTRACTOR SHALL REFER