CULLUM_Amendment 1_Drawings Combined.pdf

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C-001

CIVIL/SITE CONSTRUCTION GENERAL NOTES:

1. THESE PLANS REFERENCE LOCATION AND TOPOGRAPHIC SURVEY PREPARED BY:

NAME: MJ ENGINEERING AND LAND SURVEYING, P.C.

1533 CRESCENT ROAD

CLIFTON PARK, NY 12065

PHONE: (518) 371-0799

DATED: 01/16/2020

HORIZONTAL DATUM: NORTH AMERICAN DATUM 1983 (NAD83) PROJECTED ON THE NEW YORK STATE PLANE COORDINATE SYSTEM (EAST ZONE)

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88)

REFERENCE CONTROL POINT IS CONTINUOUSLY OPERATING REFERENCE STATION (CORS) NEWBURGH CORS ARP (NYNB)

2. PROVIDE IMPROVEMENTS IN ACCORDANCE WITH UNIFIED FACILITIES GUIDE SPECIFICATIONS LATEST EDITION, WITH AMENDMENTS THERETO AND AS SPECIFIED IN THESE CONTRACT

DRAWINGS AND APPENDICES.

3. PRIOR TO ANY CONSTRUCTION, PROVIDE A PHASING PLAN INCLUSIVE OF A WRITTEN SEQUENCE OF CONSTRUCTION AND PLANS SHOWING PHASED WORK AREAS, STOCKPILE AREAS, WORKER PARKING AREAS, TRAILER LOCATION, MATERIAL STORAGE AREAS, MAINTAINED SITE ENTRANCE LOCATION, PORTABLE SANITARY STATIONS, HAUL ROUTES AND ALL OTHER

NECESSARY CONTRACTOR CONSTRUCTION AREAS. ALL MATERIAL STORAGE AND CONTRACTOR OPERATIONS MUST BE LOCATED WITHIN THE LIMIT OF DISTURBANCE IDENTIFIED ON THE

PLANS. SUBMIT PHASING PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL. CONTRACTOR MUST FOLLOW THE HAUL ROUTE AS DEPICTED ON SHEET CS102 "TRUCK

ACCESS PLAN".

4. PROVIDE PROPER AND SUFFICIENT CONSTRUCTION PROTECTION TO THE WORKERS AND ALL PERSONNEL ONSITE. OSHA EM 385-1-1, AND OTHER FEDERAL, STATE, AND LOCAL CODES

MUST BE FOLLOWED.

5. WORK AND MATERIAL MUST MEET THE STANDARD DOCUMENTS AND PROCEDURES FOR USMA, INCLUDING REQUIREMENTS OF THE UNITED FACILITIES CRITERIA (UFC), ENGINEERING

PLANNING STANDARDS FOR WEST POINT, WEST POINT INSTALLATION DESIGN GUIDE, LOCAL, STATE, AND FEDERAL LAWS, STATUTES, RULES, AND REGULATIONS, LATEST EDITION.

6. PERFORM WORK IN A SAFE AND CAUTIOUS MANNER IN ACCORDANCE WITH EM 385-1-1.

7. QUANTITIES SHOWN HEREIN ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. VERIFY ALL QUANTITIES AND PROVIDE SUPERINTENDENCE, MATERIAL, LABOR, SURVEYING, AND

COORDINATION NECESSARY TO CONSTRUCT THE PROJECT COMPLETE AND AS GENERALLY INTENDED IN THE CONTRACT DOCUMENTS. CONTRACTOR MUST PROVIDE COORDINATION WITH

CONTRACTING OFFICER, USMA AUTHORITIES, AND UTILITIES FOR ALL INTERFACING REQUIRED BY THE PROJECT.

8. AT NO COST TO THE GOVERNMENT, DISTURBED AREAS OUTSIDE THE LIMIT OF DISTURBANCE, MUST BE RESTORED TO EXISTING CONDITIONS .

9. IMPLEMENT AND MAINTAIN ALL SOIL EROSION CONTROL STRUCTURES AND MEASURES THROUGHOUT CONSTRUCTION. FOLLOW NYSDEC SOIL EROSION AND SEDIMENT

CONTROL REQUIREMENTS.A SEQUENCE OF CONSTRUCTION MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL..

10. IN CASE OF DISCREPANCIES BETWEEN THESE PLANS AND THE PROJECT SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT MUST APPLY.

11. SUBMISSIONS REQUIRED FOR DOCUMENTATION OF CONFORMANCE TO THE CONTRACT PLANS, DOCUMENTS, AND SPECIFICATIONS MUST BE PROVIDED TO THE

CONTRACTING OFFICER FOR DISTRIBUTION TO THE APPROPRIATE REVIEWER.

12. INGRESS AND EGRESS TO AND FROM THE CONSTRUCTION SITE MUST BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. CONSTRUCTION EQUIPMENT MUST NOT

OBSTRUCT ROADWAYS AND/OR PASSAGEWAYS UNLESS PRE-APPROVAL IS REQUESTED FROM THE COR 14 DAYS PRIOR TO NEED (FOR ITS SUBMISSION TO USMA AN DPW). NO PARKING OR

STOPPING ALONG INGRESS-EGRESS ROUTE WILL BE PERMITTED.

13. MAINTAIN THE CONSTRUCTION SITE AND THE AREAS OF WORK DAILY. CONSTRUCTION DEBRIS MUST BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY BASIS. NO BURNING OF

DEBRIS OR USE OF EXPLOSIVES WILL BE PERMITTED.

14. PREPARE, LAYOUT, AND INSTALL WORK IN SUCH A MANNER AS NOT TO DELAY OR INTERFERE WITH THE PROGRESS OF OTHER INSTALLATION CONTRACT WORK AND/OR ANY

WORK DESIGNATED TO BE PERFORMED UNDER ANY OTHER CONTRACT ON THE INSTALLATION AND/OR ANY OTHER WORK IN PROGRESS ON THE INSTALLATION.

15. PROVIDE ALL TESTING SERVICES AND SUBMIT, TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL. PROVIDE A LIST OF ALL TESTS TO BE PERFORMED BY EACH TESTING

SERVICE.

16. QUALITY CONTROL INSPECTION AND TESTING MUST BE MADE BY A USACE-APPROVED LABORATORY UNDER CONTRACT TO THE CONTRACTOR. COPIES OF REPORTS AND TESTING

RESULTS ASSOCIATED WITH THE CONTRACTOR'S QUALITY CONTROL PROGRAM MUST BE SUBMITTED TO THE CONTRACTING OFFICER.

17. ILLUMINATE AND PROTECT ALL ELEMENTS COMPLETED OR PARTIALLY COMPLETED AND EXCAVATED TRENCHES AND OPENINGS AT ALL TIMES TO PROTECT AGAINST INJURY TO WORKERS, PEDESTRIANS, WILDLIFE, ETC.

18. DO NOT SCALE DRAWINGS. DETAILS, NOTES, AND THE LIKE ARE TYPICAL AND APPLY IN GENERAL TO SIMILAR CONDITIONS.

19. BY SUBMITTING A PROPOSAL OR AGREEMENT TO PERFORM WORK, THE CONTRACTOR AGREES THAT THEY ARE SKILLED AND EXPERIENCED IN THE USE AND INTERPRETATION

OF PLANS AND SPECIFICATIONS, THEY HAVE CAREFULLY REVIEWED THE PLANS AND SPECIFICATIONS FOR THIS PROJECT AND HAVE FOUND THEM TO BE FREE OF

AMBIGUITIES AND SUFFICIENT FOR BID AND CONSTRUCTION PURPOSES. FURTHER, THEY HAVE CAREFULLY EXAMINED THE SITE OF THE WORK AND FROM THEIR OWN

OBSERVATIONS ARE SATISFIED AS TO THE NATURE AND LOCATION OF THE WORK; THE CHARACTER, QUALITY, AND QUANTITY OF MATERIALS; THE DIFFICULTIES LIKELY TO

BE ENCOUNTERED, AND OTHER ITEMS WHICH MAY AFFECT THE PERFORMANCE OF WORK OTHERWISE, COMPLY WITH NYSDEC AND NYSDOT REQUIREMENTS.

20. WORK MUST BE SCHEDULED AND FULLY COORDINATED IN ADVANCE OF PERFORMANCE WITH THE CONTRACTING OFFICER.

21. ALL CURB/EDGE OF PAVEMENT RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.

22. PROVIDE MAINTENANCE OF TRAFFIC PLANS AND TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

REQUIREMENTS. COORDINATE WITH THE CONTRACTING OFFICER.

23. THE CONTRACTOR MUST FOLLOW ALL LIFE SAFETY MEASURES APPLICABLE TO THE PROJECT. FIRETRUCK ACCESS TO CULLUM HALL AND THE SURROUNDING BUILDINGS MUST BE

MAINTAINED AT ALL TIMES. THE CONTRACTOR MUST NOTIFY WEST POINT FIRE DEPARTMENT AND DPW 14-DAYS PRIOR TO ANY ACTIVITY THAT PREVENTS FIRE TRUCK ACCESS TO THE

PROJECT AREA.

24. STRICTLY OBSERVE POLICE AND FIRE PREVENTION CODES AND REGULATIONS AT ALL TIMES.

25. THE CONTRACTOR MUST MAINTAIN OPEN TWO-WAY TRAFFIC ROUTES ALONG CULLUM ROAD FOR VEHICLES AT ALL TIMES. THE CONTRACTOR MUST SUBMIT A TRAFFIC SAFETY PLAN OR

ROADWAY CLOSURE PLAN TO WEST POINT DPW FOR APPROVAL, 14-DAYS PRIOR TO ANY LANE OR ROADWAY CLOSURE.

26. THE CONTRACTOR MUST DESIGNATE A VEHICLE TIRE WASH AREA AND COORDINATE THE LOCATION WITH THE CONTRACTING OFFICER. ALL CONSTRUCTION VEHICLES MUST BE WASHED

PRIOR TO LEAVING THE PROJECT SITE. THE WASH AREA MUST BE SWEPT CLEAN DAILY AND ACCEPTED BY THE CONTRACTING OFFICER.

27. CLEANING/WASHOUT OF CONCRETE DELIVERY VEHICLES MUST BE LIMITED TO CLEANING THE CHUTES WITH AS LITTLE WATER AS POSSIBLE. THE WATER MUST BE DISCHARGED INTO ONE

OF THE FOLLOWING:

FOR CONCRETE DELIVERIES EXCEEDING 30 CY OVER A 1 WEEK PERIOD:

1. PROVIDE A PORTABLE, SELF-CONTAINED AND WATERTIGHT ROLL-OFF METAL BIN/CONTAINER THAT IS DELIVERED AND COLLECTED BY A FIRM THAT SPECIALIZES IN CONCRETE

WASHOUT CONTAINERS AND RECYCLING.

FOR PERIODIC CONCRETE DELIVERIES LESS THAN 30 CY OVER A 1 WEEK PERIOD THE FOLLOWING WASH-OUT CONTAINER IS ACCEPTABLE:

1. A HEAVY-DUTY, WOVEN POLYPROPYLENE OUTER BAG WITH 6-MM CORRUGATED PLASTIC INNER WALLS OR A 6-MM POLYETHYLENE LINER.

2. A WATER RESISTANT CORRUGATED BOX AND A 6-MM POLY LINER.

3. A REINFORCED PVC, UV AND WEATHER RESISTANT FORMED STRUCTURE.

THE WASHOUT STRUCTURE SHALL BE STURDY ENOUGH FOR PICK-UP AND REMOVAL ONCE THE CONCRETE HAS HARDENED. IT SHALL BE PLACED AND SECURED IN A LEVEL AREA AWAY

FROM ANY STORM DRAINS AND WATERCOURSES. ONCE THE CONCRETE HAS HARDENED, ANY REMAINING WATER SHALL BE PUMPED FROM THE WASHOUT AND DISPOSED OF AT A

FACILITY PERMITTED TO RECEIVE LIQUID WASTE. THE SOLID CONCRETE RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH LOCAL REGULATIONS.

UNDER NO CIRCUMSTANCES SHALL THE DRUM OF THE TRUCK BE EMPTIED OF EXCESS CONCRETE AND/OR WASHED-OUT ON SITE. SIMILAR PROCEDURES SHALL BE ADHERED TO FOR

WASHOUT OF PORTABLE CEMENT AND CONCRETE MIXERS.

SUBMIT SHOP DRAWINGS OF THE PROPOSED WASHOUT CONTAINER AND LOCATION FOR APPROVAL PRIOR TO ANY CONCRETE DELIVERY.

GRADING NOTES:

1. THE GEOTECHNICAL INVESTIGATION REPORT PREPARED FOR THIS PROJECT IS INCLUDED IN THE PROJECT SPECIFICATIONS AND MUST BE REVIEWED THOROUGHLY PRIOR TO BID

SUBMISSION / CONSTRUCTION. REFER TO GEOTECHNICAL REPORT FOR CLASSIFICATION OF SUBGRADE MATERIALS.

2. DESIGN TEMPORARY CONSTRUCTION STRUCTURES SUCH AS SHEETING & SHORING FOR EXCAVATIONS. PROVIDE DESIGN CALCULATIONS AND DRAWINGS SHOWING LOCATION, EXTENT, AND CONSTRUCTION DETAILS OF SAID TEMPORARY STRUCTURES AND SUPPORTS PROPOSED. DOCUMENTS MUST BE PREPARED AND SEALED BY A NYS LICENSED PROFESSIONAL

ENGINEER. CONTRACTOR MUST SUBMIT A TASK SPECIFIC EXCAVATION AND SHORING PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO ANY SITE EXCAVATION.

3. MAXIMUM SLOPE OF RESTORED AREAS MUST BE 3:1 UNLESS OTHERWISE NOTED. ALL EXPOSED EXCAVATIONS MUST BE STABILIZED IN ACCORDANCE WITH NEW YORK STATE STANDARDS

AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (BLUE BOOK), LATEST EDITION.

4. ALL SUBBASE AND SUBBASES MATERIAL MUST BE PLACED AND COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. PROVIDE CERTIFICATION BY A PROFESSIONAL

GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF NEW YORK THAT ALL SUBGRADE, FILL, AND SUBBASE BELOW AND AGAINST IMPROVEMENTS INCLUDING FOUNDATIONS, PAVEMENT, BELOW GRADE STRUCTURES, SIDEWALKS, WALLS, AND OTHER PROJECT COMPONENTS HAVE BEEN COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

5. NOTIFY THE CONTRACTING OFFICER OF ANY SUBGRADES NOT MEETING THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. PROVIDE THE CONTRACTING OFFICER WITH

RECOMMENDATIONS FOR REMOVAL LIMITS.

6. ALL IMPORTED FILL MATERIAL MUST BE OBTAINED FROM AN APPROVED OFF-POST BORROW AREA. ALL EXCAVATED MATERIAL FROM THE PROJECT SITE MUST BE DISPOSED OFF-POST AS

WASTE. REFER TO THE PROJECT SPECIFICATIONS FOR SATISFACTORY MATERIAL REQUIREMENTS.

7. BORROW OR SELECT FILL MUST BE SELECT GRANULAR FILL PURCHASED FROM AN APPROVED SAND AND GRAVEL COMPANY AND BROUGHT TO THE CULLUM HALL SITE. THE SAND AND

GRAVEL COMPANY MUST SUBMIT A CERTIFICATE OF COMPLIANCE WITH CONTRACT SPECIFICATIONS. CONTRACTOR MUST SUBMIT DOCUMENTATION THAT BORROW/SELECT FILL COMPLY

WITH THE CONTRACT DOCUMENTS, FEDERAL, STATE AND LOCAL REQUIREMENTS. CONTRACTOR MUST SUBMIT BORROW SITE AND TESTING DATA PER THE PROJECT SPECIFICATIONS.

8. THE BOTTOM OF ALL EXCAVATIONS OR FOUNDATIONS MUST BE SCARFIED TO A MINIMUM DEPTH OF 6" AND COMPACT AS INDICATED WITHIN THE CONTRACT DOCUMENTS.

9. ALL EXCAVATED MATERIAL MUST BE HAULED OFF-SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

10. PROPOSED SPOT ELEVATIONS AND CONTOURS SHOWN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

11. ALL EXISTING GRADES MUST BE VERIFIED PRIOR TO CONSTRUCTION.

12. PROVIDE GRADE SHEETS TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO PAVEMENT/CURBING/SIDEWALK INSTALLATION.

13. THE MAXIMUM GRADE WITHIN ACCESSIBLE PARKING STALLS/ACCESS AISLES MUST BE 2.0%.

14. ACCESSIBLE ACCESS WAYS AND IMPROVEMENTS MUST BE IN ACCORDANCE WITH FEDERAL REQUIREMENTS.

DEMOLITION NOTES:

1. BEFORE THE EXECUTION OF WORK, FOLLOW THE USMA DPW DIG SAFE GUIDELINES WITHIN AND OBTAIN A PROJECT DIG SAFE PERMIT FOR UTILITIES

ON/ADJACENT TO THE SITE. CONTACT " DIG SAFELY NY" AT 811 PRIOR TO CONSTRUCTION. NOTIFY NYS ONE-CALL AND ALL LOCAL UTILITY

COMPANIES/PURVEYORS OWNING OR HAVING JURISDICTION CONCERNING UTILITIES.

2. THE INTENT OF THE DEMOLITION SHOWN ON THE DRAWINGS IS TO GENERALLY OUTLINE THE TYPES OF MATERIALS TO BE REMOVED AND THE LIMITS OF THE

REMOVALS. THE QUANTITY OF ITEMS TO BE REMOVED WITHIN THE LIMIT OF DEMOLITION MAY VARY FROM THOSE DEPICTED ON THE PLANS. THE INTENT AND

REQUIREMENT IS FOR THE CONTRACTOR TO REMOVE THE EXISTING VEGETATION AND IMPROVEMENTS AND REGRADE AS REQUIRED TO CONSTRUCT THE

PROPOSED DEVELOPMENT. ALL MEANS AND METHODS INCLUDING SAFETY REQUIREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.

3. SURFACE AND SUBGRADE DISTURBANCE BELOW THE PAVEMENT DGA MUST NOT EXCEED 0.99 AC. WITHIN THE PROJECT LIMIT OF DISTURBANCE. CONTRACTOR

MUST NOTIFY CONTRACTING OFFICER IF THE DISTURBANCE THRESHOLD WILL BE EXCEEDED PRIOR TO ANY EXCAVATION.

4. REMOVE SIGNS, STRUCTURES, FENCES, AND EXISTING IMPROVEMENTS FROM THE CONSTRUCTION SITE AS REQUIRED. THE SITE MUST BE LEFT IN AN ORDERLY

AND NEAT CONDITION.

5. REMOVE/RELOCATE EXISTING UTILITY SERVICES, WHERE SHOWN ON PLANS AND UNCOVERED BY DEMOLITION, CONSISTENT WITH THE DRAWINGS AND TO THE

EXTENT AND MANNER SATISFACTORY TO THE CONTRACTING OFFICER AND UTILITY COMPANIES INVOLVED.

6. PIPES, CULVERTS, ETC. WITHIN AND NEAR THE AREA OF WORK MUST BE KEPT FREE FROM MATERIAL ENTERING THE DRAINAGE SYSTEMS DURING

CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION, REMOVE ALL ACCUMULATED SEDIMENT. DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED

MATERIALS OFF OF GOVERNMENT PROPERTY.

7. EXERCISE CARE TO PREVENT DAMAGE TO AND PROTECT ANY MATERIALS OR STRUCTURES THAT ARE TO REMAIN IN PLACE. TAKE ALL NECESSARY PRECAUTIONS

IN EXCAVATING AND HAND EXCAVATE AS DEEMED NECESSARY TO PROTECT SUBSURFACE UTILITIES. DAMAGE TO ANY EXISTING UTILITY RESULTING FROM THE

CONTRACTOR’S OPERATIONS MUST BE IMMEDIATELY REPAIRED IN A MANNER AS APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE

GOVERNMENT. IF THE CONTRACTING OFFICER DEEMS IT IS NECESSARY, THE CONTRACTING OFFICER CAN REQUIRE REPAIR OPERATIONS TO BE PERFORMED

CONTINUOUSLY UNTIL WORKS ARE ACCEPTABLE TO THE CONTRACTING OFFICER AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. DESIGN TEMPORARY CLOSURES, BARRICADES, RAILINGS, AND TEMPORARY PROTECTION USED TO PROTECT THE WORK, AND PERSONNEL IN ACCORDANCE WITH

EM 385, CHAPTER 23. IF REQUESTED, PROVIDE DRAWINGS INDICATING THE LOCATIONS, EXTENT, AND CONSTRUCTION DETAILS OF SAME. ALL TEMPORARY

CONSTRUCTION STRUCTURES MUST BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK.

9. PROTECT ALL AREAS OUTSIDE THE LIMIT OF DISTURBANCE WHICH ARE ADJACENT TO CONSTRUCTION ACTIVITY. ALL AREAS OUTSIDE THE LIMIT OF DISTURBANCE

WHICH ARE DAMAGED BY THE CONTRACTOR, MUST BE RESTORED TO THEIR ORIGINAL CONDITION AND THAT OF THE SURROUNDING AREA. THE RESTORATION

MUST BE DONE AT NO ADDITIONAL COST TO THE GOVERNMENT AND MUST BE APPROVED BY CONTRACTING OFFICER.

10. HAUL EXCAVATED SOIL, DEMOLISHED MATERIAL, RUBBISH AND DEBRIS OFF-SITE AND OFF INSTALLATION EXCEPT ITEMS DIRECTED BY THE CONTRACTING

OFFICER TO BE SALVAGED. DEMOLISHED MATERIAL TO BE MANAGED ACCORDING TO THE PROJECT ENVIRONMENTAL CONTROLS SPECIFICATIONS. ITEMS FROM

THE SITE MUST BE LEGALLY DISPOSED OF WITHOUT DISRUPTING VEHICULAR OR PEDESTRIAN FLOW.

11. RE-USE/PROCESSING OF ASPHALT/CONCRETE WILL NOT BE ALLOWED ON SITE.

12. PREVENT CONTAMINATED WATER, GASOLINE, OR ANY OTHER CONTAMINANTS FROM ENTERING THE PROJECT AREAS. FOLLOW REQUIREMENTS FOR SPILL

RESPONSE.

13. MANAGEMENT OF WASTES GENERATED FROM THIS PROJECT AS WELL AS UNKNOWN CONTAMINATION IS ADDRESSED IN THE CONTRACT DOCUMENTS.

14. CONTROL DUST BY PERIODICALLY SPRAYING WORK AREA WITH WATER, PER NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, LATEST EDITION.

15. EXISTING INLETS, STORMWATER PIPING AND/OR SWALES IMMEDIATELY BELOW THE DISTURBED AREAS MUST HAVE EROSION CONTROL WORKS INSTALLED TO

PREVENT ENTRY OF SEDIMENT DURING CONSTRUCTION. DISTURBED AREAS MUST BE STABILIZED IN ACCORDANCE WITH THE SOIL EROSION CONTROL PLAN AND

NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, LATEST EDITION. A SEQUENCE OF CONSTRUCTION SCHEDULE MUST BE

SUBMITTED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO START OF WORK.

16. UPON COMPLETION OF THE WORK, REMOVE ALL DEBRIS, EQUIPMENT, AND UNUSED MATERIALS FROM GOVERNMENT PROPERTY.

17. THE CONTRACTOR MUST FOLLOW THE GUIDELINES OF THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY FOR SHORT TERM NOISE STANDARDS.

18. THE ABATEMENT OF HAZARDOUS MATERIALS, IF ENCOUNTERED, MUST BE COMPLETED IN ACCORDANCE WITH THE PROJECT DOCUMENTS TO THE SATISFACTION

OF THE GOVERNMENT.

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RTA SUBMISSION 2/11/2021

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C-002

DRAINAGE & UTILITY NOTES:

1. NOTIFY AND COORDINATE WITH WEST POINT DPW AND/OR UTILITY COMPANIES FOR ALL UTILITY RELATED WORK.

2. REFER TO ALL CONTRACT DRAWINGS FOR LOCATION AND SIZES OF GAS, ELECTRICAL,TELECOMMUNICATIONS, STORM, WATER, AND SANITARY CONNECTIONS TO THE

BUILDING.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST OBTAIN A USMA DPW DIG SAFE PERMIT FOR THE PROJECT.

4. LOCATION AND SIZES OF UTILITIES ARE APPROXIMATE. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP

GRADIENT. INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES MUST BE FIELD VERIFIED BY TEST PIT(S) PRIOR TO PURCHASING MATERIALS AND

THE COMMENCEMENT OF CONSTRUCTION. DISCREPANCIES MUST BE REPORTED IMMEDIATELY IN WRITING TO THE CONTRACTING OFFICER.

5. THE CONTRACTOR MUST PROTECT ADJACENT UTILITIES DURING CONSTRUCTION TO AVOID DAMAGE AND MUST TAKE ALL NECESSARY PRECAUTIONS IN EXCAVATING.

HAND EXCAVATE AS DEEMED NECESSARY TO PROTECT SUBSURFACE UTILITIES. DAMAGE TO ANY EXISTING UTILITY RESULTING FROM THE CONTRACTOR’S OPERATIONS

MUST BE IMMEDIATELY REPAIRED IN A MANNER AS APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. IF THE CONTRACTING

OFFICER DEEMS IT IS NECESSARY, THE CONTRACTING OFFICER CAN REQUIRE REPAIR OPERATIONS TO BE PERFORMED CONTINUOUSLY UNTIL WORKS ARE ACCEPTABLE

TO THE CONTRACTING OFFICER AND AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. UTILITY MANHOLE / VALVE COVERS, RIMS, GRATES, VENTS, AND OTHER COMPONENTS WHICH ARE NOT BEING REMOVED AND ARE WITHIN AREAS OF DISTURBANCE MUST

BE RESET TO GRADE.

7. CONCRETE THRUST BLOCKS MUST BE INSTALLED ON ALL WATER LINE BENDS, TEES, CROSSES, ELBOWS, VALVES, CAPS, ETC. IN ACCORDANCE WITH THE THRUST BLOCK

DETAIL. RESTRAINED JOINTS MAY BE SUBSTITUTED IN LIEU OF THRUST BLOCKS. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS OF THE JOINT FITTINGS TO THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

8. THE EXISTING WATER SYSTEM WILL BE OPERATIONAL DURING THE RENOVATION OF CULLUM HALL.

9. NEW WATER MAIN SERVICE CONNECTIONS MUST BE DIP AND MUST BE INSTALLED WITH A MINIMUM OF 54" OF COVER FROM FINISHED GRADE TO TOP OF THE PIPE.

DISINFECTION, HYDROSTATIC TESTING, AND BACTERIOLOGICAL TESTING MUST BE PERFORMED IN ACCORDANCE WITH UFC / AWWA / WATER COMPANY SPECIFICATIONS.

10. THE LOCATION, ELEVATION, AND SIZE OF EXISTING UTILITIES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE. THE FOLLOWING MUST BE

PERFORMED:

A. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK AREA PRIOR TO CONSTRUCTION. EXCAVATE TEST PITS AS REQUIRED;

B. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING STORM, SANITARY, GAS, STEAM SYSTEMS, POWER, COMMUNICATIONS OR WATER LINES TO

PREVENT DAMAGE. INSTALL SUPPORTS AND BRACES AS REQUIRED. THE DESIGN AND CALCULATIONS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED

IN THE STATE OF NEW YORK, MUST BE SUBMITTED TO THE COR FOR REVIEW AND APPROVAL PRIOR TO EXCAVATION.

C. IMMEDIATELY REPAIR ANY DAMAGE TO THE EXISTING UTILITIES RESULTING FROM CONSTRUCTION AT NO ADDITIONAL COST TO THE GOVERNMENT.

D. MAINTAIN UTILITIES IN ACTIVE OPERATION AT ALL TIMES UNLESS THEY ARE TO BE ABANDONED OR REMOVED;

E. NOTIFY AND OBTAIN APPROVALS FROM UTILITY COMPANY/WEST POINT DPW/CONTRACTING OFFICER, PRIOR TO PERFORMING WORK.

F. UTILITIES THAT ARE TO BE ABANDONED/REMOVED MUST BE APPROVED BY THE CONTRACTING OFFICER. SERVICES TO ADJACENT FACILITIES MUST NOT BE

INTERRUPTED.

11. PRE-CAST CONCRETE STRUCTURES AND REINFORCING STEEL WITHIN PRE-CAST STRUCTURES MUST BE DESIGNED BY THE STRUCTURE MANUFACTURER. REINFORCING

STEEL WITHIN POURED-IN-PLACE DRAINAGE STRUCTURES MUST BE DESIGNED BY A NYS LICENSED ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER FOR

REVIEW.

12. SHOP DRAWINGS FOR ALL STRUCTURES MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK AND SUBMITTED FOR

REVIEW AND APPROVAL BY CONTRACTING OFFICER.

13. SANITARY SEWER PIPE MUST BE SDR 35 PVC AND MUST BE TESTED FOR COMPLIANCE WITH ASTM STANDARDS FOR INFILTRATION / EXFILTRATION.

14. DEWATER TRENCHES AS REQUIRED FOR INSTALLATION OF THE IMPROVEMENTS. THE CONTRACTOR MUST MAINTAIN THE WATER TABLE 2-FEET BELOW THE BOTTOM OF

TRENCH.

15. ALL STORMWATER INLETS MUST BE EQUIPPED WITH A BICYCLE SAFE ECO GRATE AND CAST WITH "NO DUMPING - DRAINS TO RIVER OR WATERWAY".

16. CURB STORMWATER INLETS MUST HAVE A 6" FACE AND TYPE N CURB BOX.

17. EXISTING STORM PIPING TO REMAIN, MUST BE CLEANED TO THE NEAREST INLET / MANHOLE AND/OR DISCHARGE POINT.

18. ELECTRICAL, FIBER OPTIC, AND COMMUNICATION CONDUIT UNDER AND WITHIN 20' OF VEHICLE TRAVEL WAYS MUST BE ENCASED IN CONCRETE.

19. REFER TO ELECTRIC AND COMMUNICATION PLANS FOR NUMBER AND ARRANGEMENT OF ELECTRICAL AND COMMUNICATION CONDUIT WITHIN DUCT BANKS.

20. PROVIDE TEMPORARY ELECTRIC POWER AS NEEDED FOR ALL CONSTRUCTION OPERATIONS UNTIL ELECTRIC IS EXTENDED TO THE SITE AND SUITABLE FOR USE. REFER TO

ELECTRIC PLANS.

21. ALL OPEN EXCAVATIONS WITHIN VEHICULAR TRAVEL AND PARKING AREAS MUST BE COVERED WITH A STEEL PLATE, RATED FOR HS-25 LOADING.

22. NOTIFY THE CONTRACTING OFFICER, WEST POINT DPW, AND WEST POINT MWR, 14-DAYS PRIOR TO ANY TEMPORARY CLOSURES.

23. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY CONFLICTS WITH UNEXPECTED UTILITIES OR STRUCTURES ENCOUNTERED DURING

CONSTRUCTION.

24. THE CONTRACTOR MUST SUBMIT A DEWATERING PLAN, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK, TO THE

CONTRACTING OFFICER 14-DAYS PRIOR TO ANY DEWATERING OPERATIONS.

25. ALL UTILITY BEDDING MUST BE WRAPPED IN GEOTEXTILE FABRIC.

26. AMERICAN WATER (AW) IS THE OWNER AND OPERATOR OF ALL SANITARY SEWER AND DOMESTIC/FIRE WATER MAINS AT WEST POINT.

27. ANY SEWER MAIN AND/OR DOMESTIC.FIRE WATER MAIN REPLACEMENT OR MODIFICATION MUST BE COMPLETED BY AW UNLESS DIRECTED OTHERWISE.

28. THE SEWER MAIN WITHIN THE UTILITY TUNNEL MAY ONLY BE MODIFIED AND/OR CONSTRUCTED UPON BY AW.

29. THE CONTRACTOR MUST NOTIFY AND COORDINATE WITH AMERICAN WATER PRIOR TO THE SHUT-OFF OF ANY WATER MAIN OR BUILDING SERVICE.

30. ALL NEW BELOW-GRADE STRUCTURES MUST BE DESIGNED TO SUPPORT HS-25 LOADING. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS, SIGNED AND SEALED BE A

PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK, TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ALL

STRUCTURES.

31. PRIOR TO EXCAVATION, DISCONNECTION, CUTTING, OR REMOVAL OF ANY UTILITY SERVICE, COORDINATE WITH THE CONTRACTING OFFICER, WEST POINT DPW, AND THE

PRIVATE UTILITY PURVEYOR TO ENSURE UNINTERRUPTED SERVICE TO SURROUNDING FACILITIES. SUBMIT TEMPORARY SERVICE PLANS FOR APPROVAL PRIOR TO ANY

UTILITY WORK.

LEGEND

LIST OF ABBREVIATIONS

ABA ARCHITECTURAL BARRIERS ACT

ABC AGGREGATE BASE COURSE

AC ACRES

ADA AMERICAN WITH DISABILITIES ACT

APPROX. APPROXIMATE

ASTM

AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AW AMERICAN WATER

BC BOTTOM OF CURB

BIT. BITUMINOUS

BLDG BUILDING

CB CATCH BASIN

CLF CHAIN LINK FENCE

CO CLEAN OUT

COMM COMMUNICATION

CONC CONCRETE

CORS

CONTINUOUSLY OPERATING REFERENCE

STATION

CW CHILLED WATER

DC DEPRESSED CURB

DGA DENSE GRADED AGGREGATE

DIA. DIAMETER

DIP DUCTILE IRON PIPE

DIM. DIMENSION

DMH DRAINAGE MANHOLE

DPW DIRECTORATE OF PUBLIC WORKS

DWG DRAWING

EA EACH

ELEC. ELECTRIC

EL./ELEV. ELEVATION

EM ENGINEERS MANUAL

EOP EDGE OF PAVEMENT

ETC ET CETERA

EX./EXIST. EXISTING

FF FINISHED FLOOR

GR GRATE

HDPE HIGH DENSITY POLYETHYLENE

HMA HOT MIX ASPHALT

HP HIGH POINT

IN. INCH

INV INVERT

LF LINEAR FEET

LOD LIMIT OF DISTURBANCE

MAX. MAXIMUM

MH MANHOLE

MIN. MINIMUM

MUTCD

MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

NYSDEC

NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NYSDOT

NEW YORK STATE DEPARTMENT OF

TRANSPORTATION

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

PERF. PERFORATED

PIV POST INDICATOR VALVE

PROP. PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

REIN. REINFORCED

REQ'D REQUIRED

SAN SANITARY

SDR STANDARD DIMENSION RATIO

SF SQUARE FEET

SMH SANITARY MANHOLE

STA. STATION

TBR TO BE REMOVED

TC TOP OF CURB

TP TOP OF CONCRETE PAD

TW TOP OF WALL

TYP. TYPICAL

UFC UNIFIED FACILITIES CRITERIA

USMA UNITED STATES MILITARY ACADEMY

W/ WITH

WWF WELDED WIRE FABRIC

D A

T E

M A

R K

D E

S C

R I P

T I O

N

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

P R

O J E

SHEET

IDENTIFICATION

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

US Army Corps of Engineers

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

Y

W D

S C

A N

S I

D

W D

S R

M

Y

W E

I N

T

C

U L L U

M

H

A L L

W E

I N

T

N

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

EXISTING PROPOSEDITEM

CATCH BASIN

ROUND CATCH BASIN

COMMUNICATION MANHOLE

SOIL BORING LOCATION

GUY WIRE

POST/ BOLLARD

ROCK/BOULDER

SHRUB

CONIFEROUS TREE

DECIDUOUS TREE

TREE STUMP

SIGN

STORM MANHOLE

ELECTRIC MANHOLE/HANDHOLE

TELE. PED.

WATER VALVE

TREE LINE

FENCE

GUIDE RAIL

UNDERGROUND

COMMUNICATION LINE

UNDERGROUND ELECTRIC (PRIMARY)

STORM LINE

SD

B-4

X X X

CB

D

CB

C

CP

W

SANITARY LINE

SAN

WATER LINE

W W

GAS LINE

G

STEAM LINE

HPS

STEAM MANHOLE

ELECTRICAL JUNCTION BOX

LIGHT POLE

UNKNOWN VENT

GAS VALVE

FIRE HYDRANT

S

SANITARY MANHOLE

M

UNKNOWN MANHOLE

UNKNOWN JUNCTION BOX

EDGE OF PAVEMENT

CURB

SD

X X X

SAN

W W

G

HPS

D

W

S

CONCRETE (POURED IN PLACE)

CHILLED WATER SUPPLY

CHWS CHWS

METAL RAIL

INLET PROTECTION

LIMIT OF DISTURBANCE

E

COMM

E

COMM

CHILLED WATER RETURN

CHWR CHWR

BOLLARD

UNDERGROUND ELECTRIC (SECONDARY)

ES

E E

CO

CLEANOUT

HAND EXCAVATION/EXCAVATE

WITH CAUTION TO FACE OF

WALL/CURB

PAVEMENT SAWCUT

CIVIL CONCRETE AND REINFORCEMENT NOTES:

1. DESIGN IS BASED ON THE FOLLOWING MATERIAL STRENGTHS USING NORMAL WEIGHT CONCRETE:

A. 28-DAY CONCRETE CYLINDER STRENGTH:

SLABS ON GROUND 4,000 PSI

B. DEFORMED BAR REINFORCEMENT 60,000 PSI

C. WELDED WIRE REINFORCEMENT 65,000 PSI

2. PROVIDE THE FOLLOWING MINIMUM COVER FOR REINFORCEMENT:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 3 IN.

B. CONCRETE EXPOSED TO WEATHER.

NO. 6 THROUGH NO. 18 BARS 2 IN.

NO. 5 BARS AND SMALLER 1 1/2 IN.

3. PROVIDE

" PRE-FORMED EXPANSION JOINTS AGAINST ALL HARD SURFACES INCLUDING BUT NOT LIMITED TO

OTHER CONCRETE STRUCTURES, MASONRY OF ANY KIND, METALS OF ANY KIND, ETC.

SECURITY

CHECKPOINT

S

T

O

L

N

E

S

O

M

S

T

O

L

N

E

S

O

ENTRY TRAVEL

ROUTE

C

U

L

L

CULLUM HALL

BUILDING 605

CONTRACTOR

STAGING /

LAYDOWN AREA

C

U

L

L

S T

O N

Y

L

O N

E S

O M

E

R

D

WASHINGTON RD

T

H

A

Y

EXIT TRAVEL

ROUTE - OPTION 1

(THAYER GATE)

BUFFALO

SOLDIER FIELD

THAYER GATE

S W

I F

T

R

D

EXIT TRAVEL ROUTE -

OPTION 2

(WASHINGTON GATE)

WASHINGTON

GATE

W

A

S

H

I

N

G

T

N

N

A1

TRUCK ACCESS PLAN

SCALE: 1"=500'

1000'0 500'

1 0

A M

E N

D M

E N

T

R T

A

S

U B

M I S

S I O

N

D P

J K

T R

U C

K

A

C C

E S

S

P

L A

N

C I V

I L

CS102

D A

T E

M A

R K

D E

S C

R I P

T I O

N

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

P R

O J E

SHEET

IDENTIFICATION

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

US Army Corps of Engineers

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

Y

W D

S C

A N

S I

D

W D

S R

M

Y

W E

I N

T

C

U L L U

M

H

A L L

W E

I N

T

N

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

GENERAL SHEET NOTES

1. GOVERNMENT RESERVES THE ABILITY TO SELECT EITHER

OF THE EXIT ROUTES AT TIME OF CONSTRUCTION.

SD

6"

BEECH

161.5

161.5

161.3

161.0

161.1

161.0

161.1

160.8

160.8

160.7

160.6

160.3

160.3

160.2

CB

W

W

W

160.5

S

S

130.2

130.2

129.7

CB

BM

133.7

132.3

131.3

E

130.1

129.0

128.5

CB

M

130.1

134.4

134.3

133.8

132.9

131.6

130.8

130.6

130.6

W

W

W

W

W W

W W

W W

W

W

W

W

S

C

W

C

W

158.7

162.0 FFE

E

EE

W

CB

E

E

C

132.7

D

CB

133.9

133.7

139.9 FFE

BM

W

X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

28"

MAPLE

CULLUM HALL

BUILDING 605

4 STORY STONE

MASONRY

BUILDING

LINCOLN HALL

BUILDING 607

4 STORY STONE

MASONRY

BUILDING

30"

MAPLE

WEST POINT

CLUB BUILDING

4 STORY STONE

MASONRY

BUILDING

NO PARKING

NO PARKING

BENCHMARK:

X-CUT NORTH BOLT

ELEV:161.58'

BENCHMARK:

BOX CUT

ELEV:129.39'

24"

OAK

12"

APPLE

M

161.7 FFE

163.1 FFE

150.1 FFE

LINCOLN HALL

BUILDING 607

5 STORY STONE

MASONRY

BUILDING

160.5

160.3 160.4

160.3

160.4

161.9 FFE

138.3 FFE

161.3 FFE

CB

CB

CB

CB

C

B

SD SD

SD

SD SD

SD

S A

N

S A

N

S A

N

P

V C

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

S D

RIM:160.70'

(S) INV.OUT=155.03'

(W) INV. IN=157.95'

(N) INV. IN=156.58'

(NE) INV. IN=155.45'

SD

SD

SD

SD

SD

RIM:159.56'

(S) INV.OUT=154.98'

(N) INV. IN=154.96'

SD

SD

S D

RIM:158.76'

(S) INV.OUT=153.66'

(W) INV. IN=156.71'

(N) INV. IN=153.26'

SD

SD

SD

SD

SD

RIM:158.56'

(S) INV.OUT=152.86'

(N) INV. IN= NO ACCESS

(SE) INV. IN=156.11

SD

SD

SD

RIM:157.76'

(S) INV.OUT=151.56'

(N) INV. IN=151.61'

RIM:158.36'

COVER INSIDE

MANHOLE

SD

SD

RIM:159.05'

(N) INV.OUT=152.10'

(S) INV. IN=152.21'

(NW) INV. IN=155.90'

RIM:158.94'

INV.OUT=156.74'

RIM:158.96'

SUMP:156.61'

PVC SLEEVE

THROUGH

STRUCTURE

S D

S D

S D

RIM:159.19'

(E) INV.OUT=154.34'

(N) INV. IN=154.79'

(S) INV. IN=154.69'

S

A

N

E

E

L

E

E

L

RIM:129.61'

NO VISIBLE PIPES

S D

RIM:127.95'

INV. OUT=125.10'

RIM:130.31'

6" VERT. PIPE

INV.=127.31'

RIM:134.03'

(E) INV.OUT=131.95'

(E) INV. OUT=131.95'

RIM:133.50'

CAR PARKED

ON TOP

S

D

RIM:133.04'

INV.=130.24'

S D

RIM:133.10'

INV. OUT=131.10'

(VERTICAL 4" HDPE)

INV. IN=132.05'

RIM:134.31

CAR PARKED ON TOP

COMM

COMM

COMM

COMM

COMM

C O

M M

C O

M M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

COMM

COMM

COMM

COMM

COMM

COMM

E E

E E

E E

E E

E E

E E E E

E E E E E

E E E E

E E E

E E

E E

E E E

E E

E E

E E

E E

E E

E E

E E

W

W

W

W

W

W W

W

W

W

W

W W W W

W

W W W

W

WWWW

RAILING

"RESERVED CPA PASS"

STEEL PLATE OVER

COMMUNICATION MANHOLE

TRASH

COMPACTOR

PLANTING BED

"WEST POINT CLUB

BUILDING 603"

"LINCOLN HALL

BUILDING 607"

COOLER

CONC. GUTTER

CONC. PAD

WITH UNK.

UTILITIES

OLD SIGN

BASE

CLASS OF

1927 PLAQUE

CLASS OF

1936 PLAQUE

KOSCIUSZKO'S

GARDEN SIGN

STAIRS

STAIRS W/

RAILING

CHAIN LINK FENCE

START 4 FT

METAL

HANDRAIL

4 FT METAL

HANDRAIL

4 FT HIGH METAL

HANDRAIL

END 4 FT METAL

HANDRAIL

STONE AREA W/

METAL GRATES

RAILING

CANNON

STATUE

FIRE HYDRANT / POST

INDICATOR VALVE

LOADING DOCK

DUMPSTER

COVERED WALK

METAL

COVER

RAILING

TRASH

RECEPTACLE

2009 OFFICER

PLAQUE

G

G

G

G

W

W

W W

W

W

W

W

W

G

G G

G

G

G G

G

G G

G

G G

G

G G

G G

G G

15" RCP

12" VCP

P

V C

10" VCP

8" VCP

15" RCP

15" RCP

15" RCP

H

D P

E

15" RCP

V

C

12" PVC

12" PVC

C M

P

H

P

E

P

E

H

D

P

E

H

D P

E

160.37

160.30

160.22

160.29

160.24

160.09

160.14

160.09

160.09

160.27

160.31

160.34

160.17

160.12

160.27

160.26

160.05

R

E

L

L

S

T

O

N

E

STAIRS

W/ HANDRAIL

CONC. CURB

GRASS

GRASS

GRASS

GRASS

GRASS

LOADING

DOCK

CONC. CURB

CONC. CURB

STAIRS

CONC. WALK

CONC. WALK

CONC. WALK

ASPH.

DRIVE

RAMP

S T

A I R

S

R A

M P

C O

N C

W

A L K

R

E

T A

I N

I

G

L L

R E

T A

IN

IN

G W

A L L

C

O

N

L

K

ASPHALT

ASPHALT

ASPHALT

RETAINING WALL

P

A

V

E

M

E

G

E

CULLUM ROAD

STAIRS

RET. WALL

B-1

B-3

B-4

WINDOW WELL

S T

A I R

S

CONC.

A C

A C

B-2

CONC

PAD

BUILDING OVERHANG

CONC. CURB

S T

A I R

S

DOOR

SALLY PORT

FIRE HYDRANT

W W

W W

W W

W W

W W

HPS

HPS

ASPHALT

ASPHALT

C L A

Y

10" CLAY

S

A

N

S

A

N

W

W

W

S

A

W W W W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W W W W W W W W W W W

W W

W W

W W

W

W

W

W W

W

APPROXIMATE LOCATION

OF EXISTING 10" WATER

MAIN PER WEST POINT

DPW DRAWINGS

APPROXIMATE LOCATION OF

EXISTING UTILITIES PER

WEST POINT DPW DRAWINGS

APPROXIMATE LOCATION OF

EXISTING SANITARY SERVICE

PER WEST POINT DPW

DRAWINGS

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

APPROXIMATE LOCATION OF

EXISTING ELECTRIC SERVICE

PER WEST POINT DPW

DRAWINGS

G

G

G G

G G

G

G

APPROXIMATE LOCATION OF

AIR VENTILATION TUNNEL

(PER AS-BUILT DRAWINGS)

CONCRETE

RETAINING WALL

3 FT CHAIN LINK

FENCE ATOP

CONCRETE WALL

EXISTING RAISED

BRICK MANHOLE

CONCRETE

CURB

CONCRETE

CURB

APPROXIMATE LOCATION OF

EXISTING UNDERGROUND

UTILITY TUNNEL

H

P

S

S D

S

D

S

D

(2) 6" DIP

INV. 130.06±

(PER FIELD

INVESTIGATION)

6" CLAY PIPE

INV. 129.87±

(PER FIELD

INVESTIGATION)

6" DIP

INV. 127.83±

(PER FIELD

INVESTIGATION)

METAL

RAILING

28" MAPLE

2" PCR

3" MPS

2" LPC

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION

SERVICE PER WEST POINT

DPW DRAWINGS

C

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

FF

E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E S

E S

E S

E S

E S

E

S

A

N

S

A

N

A

B

A

SD

SD

C

B

D

CAP END OF

10" PVC

INV. 153.50

161 LF

10" PERF. PVC

FOUNDATION

DRAIN @ 0.00 %

INLET #1

TYPE YARD

GR. 159.60

INV. 157.10

89 LF

15" HDPE

@ 0.50 %

INLET #2

TYPE YARD

GR. 159.50

INV. A 156.65

INV. B 153.50

INV. C 153.40

11 LF

15" HDPE

@ 6.80 %

INLET #3

TYPE R

GR. 158.80

INV. A 152.75

INV. B 152.65

1 LF

10" PERF. PVC

@ 0.00 %

CAP END OF 10"

PVC INV. 153.50

STM MH #1

RIM 159.00

INV. A 151.89

INV. B 150.90

13 LF

15" HDPE

@ 1.00 %

10" PVC INV. 136.90

VERTICAL DROP INTO15" HDPE

WITH 10"X15"X15" TEE

CORE DRILL THROUGH

EXISTING WALL

INV. 128.50±

INLET #4

TYPE R

GR. 159.00

INV. A 152.14

INV. B 154.79 (EX)

INV. C 152.04

A

C

A

B

STM MH #2

RIM 153.00

INV. A 150.00

INV. B 136.77

9 LF

15" HDPE

@ 10.0 %

F

F

F F

W

D

D

S D

S D

S D

S

D

E

E

S

E

S

B

A

A

STM MH #3

RIM 139.52

INV. A 136.64

INV. B 134.95

INV. C 128.95

26 LF

15" HDPE

@ 0.50 %

E

X

X

X

X

X

159.67

TC 158.95

BC 158.45

BW 133.80

FLUSH CURB

133.00

DOOR THRESHOLD

EL. 133.08+/- (SEE

STRUCTURAL AND

ARCHITECTURAL

DRAWINGS FOR

DOOR WIDENING)

X

X

FLUSH CURB

158.90

G 159.60

X

G 159.40

W

UNDERSLAB DRAIN

INV. 128.67

(SEE STRUCTURAL

FOR CONTINUATION

INSIDE BUILDING)

13 LF

10" PVC DRAIN

@ 1.00 %

10" PVC

INV. 128.31

(CORE DRILL AND

DAYLIGHT THROUGH

RETAINING WALL)

5 LF

10" PVC DRAIN

@ 1.00 %

16 LF

10" PVC DRAIN

@ 1.00 %

10" PVC

INV. 128.54

(CORE DRILL AND

DAYLIGHT THROUGH

RETAINING WALL)

F F

F F

F F

W W

W W

W W

W

B

RESET INLET TO GRADE

EL. 133.00

X X

X X

S

A

N

S

A

N

H

P

S

H

P

S G: 134.96

TP: 135.46

E

E S

E S

ES

RESET GRATE TO GRADE

GRT 132.65±

D

RESET MH

TO GRADE

RESET INLET

TO GRADE

EL. 133.05

XX

X

X

X

X

X

G: 134.74

G: 134.74

G: 134.96

TP: 135.46

TP: 135.46

G: 134.82

TP: 135.46

G: 134.08

G: 134.33

G: 159.00

EE

COMM

G G

G

D

ROOF DRAIN

INV. 128.70

(SEE PLUMBING

FOR CONTINUATION

INSIDE BUILDING)

STM MH #4

RIM 133.50

INV. A 128.62

INV. B 128.62

INV. C 128.52

7 LF

10" PVC DRAIN

@ 1.00 %

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C

STM MH #5

RIM 133.50

INV. A 128.78

INV. B 128.80

INV. C 128.70

UNDERSLAB DRAIN

INV. 128.83

(SEE STRUCTURAL

FOR CONTINUATION

INSIDE BUILDING)

SD

COCO

3 LF

10" PVC DRAIN

@ 1.00 %

CLEANOUT

INV. 128.83

CLEANOUT

INV. 128.83

10" PVC

UNDERSLAB

DRAINAGE

PIPE @0.00%

COMM

COMM

F F

F F

F

A

B

C

5 LF

10" PVC DRAIN

@ 1.00 %

5 LF

15" HDPE

@ 0.50 %

INLET #5

TYPE YARD

GR. 133.10

INV. A 128.39

INV. B 128.34

A

B

TC 133.80

BC 133.30

X

X

X

TC 133.50

BC 133.20

S

D

A

B

C

SD

30 LF 6" PERFORATED PVC

FOOTING DRAIN @ 0.00% SL

(SEE STRUCTURAL DRAWINGS)

CONNECT PERFORATED PVC

FOOTING DRAIN INTO 6" SOLD

WALL PVC PIPE

CAP END OF 6" PVC

SLEEVE 6" PVC PIPE THROUGH

RETAINING WALL (SEE

STRUCTURAL DRAWINGS)

12 LF 6" SOLID WALL

PVC PIPE @ 1.0%

77 LF

15" HDPE

@ 0.50 %

46 LF TRENCH DRAIN

GR. 138.90

INV. A 137.22

INV. B 137.03

INV. C 136.90

C

B

NO PARKING

NO PARKING

51 LF

15" HDPE

@ 1.00 %

MECHANICAL YARD CLIN INCLUDES ALL NEW

STRUCTURAL FOUNDATION, CONCRETE, AND

STEEL WORK IN NORTH SERVICE YARD

REPAIR TO EXISTING SITE RETAINING WALLS

AND STAIRS IS NOT INCLUDED

X

G 159.80

X

G 159.80

X

G 160.23

X

TC 159.65

BC 159.15

X

TC 159.40

BC 158.80

X

TC 159.59

BC 159.09

X

TC 159.51

BC 159.01

X

G 159.60

X

G 160.00

X

G 159.65

X

G 159.55

X

G 159.05

X

G 159.70

X

TC 159.50

BC 159.00

TC 159.58

BC 158.16

X

TC 159.60

BC 159.10

TC 134.06

BC 133.95

X

TC 133.90

BC 133.40

X

BW 133.10

X

BW 133.20

X

X

G: 133.90

TC 133.90

BC 133.40

X

TC 133.86

BC 133.70

X

X

G: 133.86

BW 133.40

X

C E

E

A

BC

6"± VERTICAL DRAIN

BELOW METAL

COVER. MAINTAIN

EXISTING INVERT

AND REPAIR AS

NECESSARY

CO

CLEANOUT

INV. 153.50

MAINTAIN EXISTING

INVERTS AND

REPAIR AS

NECESSARY

N

COORDINATE TABLE

STRUCTURE NAME

INLET #1

INLET #2

INLET #3

INLET #4

INLET #5

STM MH #1

STM MH #2

STM MH #3

TRENCH DRAIN

STM MH #4

STM MH #5

NORTHING

932519.8897

932594.0257

932601.5098

932645.8049

932555.7693

932636.2273

932629.7149

932634.3289

932610.1869

932564.0281

932443.2706

EASTING

641898.6592

641950.9503

641939.9812

641971.3669

642066.4935

641985.5922

641996.6558

642025.5756

642042.9749

642055.1466

641967.1715

D A

T E

M A

R K

D E

S C

R I P

T I O

N

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

P R

O J E

SHEET

IDENTIFICATION

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

US Army Corps of Engineers

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

Y

W D

S C

A N

S I

D

W D

S R

M

Y

W E

I N

T

C

U L L U

M

H

A L L

W E

I N

T

N

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

20' 40'0

N

A1

GRADING AND DRAINAGE PLAN

SCALE: 1"=20'

1 0

A M

E N

D M

E N

T

R T

A

S

U B

M I S

S I O

N

D P

J K

G R

A D

I N

G

A

A

I N

A G

E

P

L A

N

C I V

I L

CG101

6"

BEECH

161.5

161.5

161.3

161.0

161.1

161.0

161.1

160.8

160.8

160.7

160.6

160.3

160.3

160.2

CB

W

W

W

160.5

S

S

130.2

130.2

129.7

CB

BM

133.7

132.3

131.3

E

130.1

129.0

128.5

CB

M

130.1

134.4

134.3

133.8

132.9

131.6

130.8

130.6

130.6

W

W

W

W

W W

W W

W W

W

W

W

W

S

C

W

C

W

158.7

162.0 FFE

E

EE

W

CB

E

E

C

132.7

D

CB

133.9

133.7

139.9 FFE

BM

W

X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

28"

MAPLE

CULLUM HALL

BUILDING 605

4 STORY STONE

MASONRY

BUILDING

LINCOLN HALL

BUILDING 607

4 STORY STONE

MASONRY

BUILDING

30"

MAPLE

WEST POINT

CLUB BUILDING

4 STORY STONE

MASONRY

BUILDING

NO PARKING

NO PARKING

BENCHMARK:

X-CUT NORTH BOLT

ELEV:161.58'

BENCHMARK:

BOX CUT

ELEV:129.39'

24"

OAK

12"

APPLE

M

161.7 FFE

163.1 FFE

150.1 FFE

LINCOLN HALL

BUILDING 607

5 STORY STONE

MASONRY

BUILDING

160.5

160.3 160.4

160.3

160.4

161.9 FFE

138.3 FFE

161.3 FFE

CB

CB

CB

CB

C

B

SD SD

SD

SD

SD SD

S A

N

S A

N

S A

N

P

V C

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

S D

RIM:160.70'

(S) INV.OUT=155.03'

(W) INV. IN=157.95'

(N) INV. IN=156.58'

(NE) INV. IN=155.45'

SD

SD

SD

SD

SD

RIM:159.56'

(S) INV.OUT=154.98'

(N) INV. IN=154.96'

SD

SD

S D

RIM:158.76'

(S) INV.OUT=153.66'

(W) INV. IN=156.71'

(N) INV. IN=153.26'

SD

SD

SD

SD

SD

RIM:158.56'

(S) INV.OUT=152.86'

(N) INV. IN= NO ACCESS

(SE) INV. IN=156.11

SD

SD

SD

RIM:157.76'

(S) INV.OUT=151.56'

(N) INV. IN=151.61'

RIM:158.36'

COVER INSIDE

MANHOLE

SD

SD

RIM:159.05'

(N) INV.OUT=152.10'

(S) INV. IN=152.21'

(NW) INV. IN=155.90'

RIM:158.94'

INV.OUT=156.74'

RIM:158.96'

SUMP:156.61'

PVC SLEEVE

THROUGH

STRUCTURE

S D

S D

S D

RIM:159.19'

(E) INV.OUT=154.34'

(N) INV. IN=154.79'

(S) INV. IN=154.69'

S

A

N

E

E

L

E

E

L

RIM:129.61'

NO VISIBLE PIPES

S D

RIM:127.95'

INV. OUT=125.10'

RIM:130.31'

6" VERT. PIPE

INV.=127.31'

RIM:134.03'

(E) INV.OUT=131.95'

(E) INV. OUT=131.95'

RIM:133.50'

CAR PARKED

ON TOP

S

D

RIM:133.04'

INV.=130.24'

S D

RIM:133.10'

INV. OUT=131.10'

(VERTICAL 4" HDPE)

INV. IN=132.05'

RIM:134.31

CAR PARKED ON TOP

COMM

COMM

COMM

COMM

COMM

C O

M M

C O

M M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

COMM

COMM

COMM

COMM

COMM

COMM

E E

E E

E E

E E

E E

E E

E E E E E

E E E E

E E E E

E E

E E

E E E

E E

E E

E E

E E

E E

E E

E E

E

W

W

W

W

W

W W

W

W

W

W

W W W W

W

W W W

W

WWWW

RAILING

"RESERVED CPA PASS"

STEEL PLATE OVER

COMMUNICATION MANHOLE

TRASH

COMPACTOR

PLANTING BED

"WEST POINT CLUB

BUILDING 603"

"LINCOLN HALL

BUILDING 607"

COOLER

CONC. GUTTER

CONC. PAD

WITH UNK.

UTILITIES

OLD SIGN

BASE

CLASS OF

1927 PLAQUE

CLASS OF

1936 PLAQUE

KOSCIUSZKO'S

GARDEN SIGN

STAIRS

STAIRS W/

RAILING

CHAIN LINK FENCE

START 4 FT

METAL

HANDRAIL

4 FT METAL

HANDRAIL

4 FT HIGH METAL

HANDRAIL

END 4 FT METAL

HANDRAIL

STONE AREA W/

METAL GRATES

RAILING

CANNON

STATUE

FIRE HYDRANT / POST

INDICATOR VALVE

LOADING DOCK

DUMPSTER

COVERED WALK

METAL

COVER

RAILING

TRASH

RECEPTACLE

2009 OFFICER

PLAQUE

G

G

G

G

W

W

W W

W

W

W

W

W

G

G G

G

G G

G

G G

G

G G

G

G

G G

G G

G G

15" RCP

12" VCP

P

V C

10" VCP

8" VCP

15" RCP

15" RCP

15" RCP

H

D P

E

15" RCP

C

12" PVC

12" PVC

C M

P

P

E

P

E

H

D

P

E

H

D P

E

160.37

160.30

160.22

160.29

160.24

160.09

160.14

160.09

160.09

160.27

160.31

160.34

160.17

160.12

160.27

160.26

160.05

R

E

L

L

S

T

O

N

E

STAIRS

W/ HANDRAIL

CONC. CURB

GRASS

GRASS

GRASS

GRASS

GRASS

LOADING

DOCK

CONC. CURB

CONC. CURB

STAIRS

CONC. WALK

CONC. WALK

CONC. WALK

ASPH.

DRIVE

RAMP

S T

A I R

S

R A

M P

C O

N C

W

A L K

R

E

T A

I N

I

G

L L

R E

T A

IN

IN

G W

A L L

C

O

N

L

K

ASPHALT

ASPHALT

ASPHALT

RETAINING WALL

P

A

V

E

M

E

G

E

CULLUM ROAD

STAIRS

RET. WALL

B-1

B-3

B-4

WINDOW WELL

S T

A I R

S

CONC.

A C

A C

B-2

CONC

PAD

BUILDING OVERHANG

CONC. CURB

S T

A I R

S

DOOR

SALLY PORT

FIRE HYDRANT

W W

W W

W W

W W

W W

HPS

HPS

ASPHALT

ASPHALT

C L A

Y

10" CLAY

S

A

N

S

A

N

W

W

W

S

A

W W W W

W

W

W

W W

W

W

W

W

W

W

W

W

W W W W W W W W W W W

W W

W W

W W

W W

W

W

W W

W

APPROXIMATE LOCATION

OF EXISTING 10" WATER

MAIN PER WEST POINT

DPW DRAWINGS

APPROXIMATE LOCATION OF

EXISTING UTILITIES PER

WEST POINT DPW DRAWINGS

APPROXIMATE LOCATION OF

EXISTING SANITARY SERVICE

PER WEST POINT DPW

DRAWINGS

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

APPROXIMATE LOCATION OF

EXISTING ELECTRIC SERVICE

PER WEST POINT DPW

DRAWINGS

G

G

G G

G G

G

G

APPROXIMATE LOCATION OF

AIR VENTILATION TUNNEL

(PER AS-BUILT DRAWINGS)

CONCRETE

RETAINING WALL

3 FT CHAIN LINK

FENCE ATOP

CONCRETE WALL

EXISTING RAISED

BRICK MANHOLE

CONCRETE

CURB

CONCRETE

CURB

APPROXIMATE LOCATION OF

EXISTING UNDERGROUND

UTILITY TUNNEL

H

P

S

S D

S

D

S

D

(2) 6" DIP

INV. 130.06±

(PER FIELD

INVESTIGATION)

6" CLAY PIPE

INV. 129.87±

(PER FIELD

INVESTIGATION)

6" DIP

INV. 127.83±

(PER FIELD

INVESTIGATION)

METAL

RAILING

28" MAPLE

2" PCR

3" MPS

2" LPC

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION

SERVICE PER WEST POINT

DPW DRAWINGS

C

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

INLET PROTECTION

(TYP.)

INLET PROTECTION

(TYP.)

FF

E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E S

E S

E S

E S

E S

E

S

A

N

S

A

N

SD

SD

D

F

F

F F

W

D

D

S D

S D

S D

S

D

E

E

S

E

S

E

X X X X X X X X X X X X X

X

X

X

X

X

X X

X X

X

X X

X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X

X

X

X

FILTER SOCK

(TYP.)

FILTER SOCK

(TYP.)

W

F F

F F

F F

W W

W W

W W

W

LIMIT OF DISTURBANCE

(TYP.)

LIMIT OF DISTURBANCE

(TYP.)

S

A

N

S

A

N

H

P

S

H

P

S

E

E S

E S

ES

D

EE

COMM

G G

G

D

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C

SD

COCO

COMM

COMM

F F

F F

F

S

D

SD

NO PARKING

NO PARKING

C E

E

CO

N

D A

T E

M A

R K

D E

S C

R I P

T I O

N

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

P R

O J E

SHEET

IDENTIFICATION

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

US Army Corps of Engineers

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

Y

W D

S C

A N

S I

D

W D

S R

M

Y

W E

I N

T

C

U L L U

M

H

A L L

W E

I N

T

N

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

20' 40'0

N

A1

SOIL EROSION PLAN

SCALE: 1"=20'

1 0

A M

E N

D M

E N

T

R T

A

S

U B

M I S

S I O

N

D P

J K

S O

I L

E

R O

S I O

N

P

L A

N

C I V

I L

CG102

6"

BEECH

161.5

161.5

161.3

161.0

161.1

161.0

161.1

160.8

160.8

160.7

160.6

160.3

160.3

160.2

CB

W

W

W

160.5

S

S

130.2

130.2

129.7

CB

BM

133.7

132.3

131.3

E

130.1

129.0

128.5

CB

M

130.1

134.4

134.3

133.8

132.9

131.6

130.8

130.6

130.6

W

W

W

W

W W

W W

W W

W

W

W

W

S

C

W

C

W

158.7

162.0 FFE

E

EE

W

CB

132.7

CB

133.9

133.7

139.9 FFE

BM

W

X

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

28"

MAPLE

CULLUM HALL

BUILDING 605

4 STORY STONE

MASONRY

BUILDING

LINCOLN HALL

BUILDING 607

4 STORY STONE

MASONRY

BUILDING

30"

MAPLE

WEST POINT

CLUB BUILDING

4 STORY STONE

MASONRY

BUILDING

NO PARKING

NO PARKING

BENCHMARK:

X-CUT NORTH BOLT

ELEV:161.58'

BENCHMARK:

BOX CUT

ELEV:129.39'

24"

OAK

12"

APPLE

M

161.7 FFE

163.1 FFE

150.1 FFE

LINCOLN HALL

BUILDING 607

5 STORY STONE

MASONRY

BUILDING

160.5

160.3 160.4

160.3

160.4

161.9 FFE

138.3 FFE

161.3 FFE

CB

CB

CB

CB

C

B

SD

SD SD

SD

SD SD

S A

N

S A

N

S A

N

P

V C

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

S D

RIM:160.70'

(S) INV.OUT=155.03'

(W) INV. IN=157.95'

(N) INV. IN=156.58'

(NE) INV. IN=155.45'

SD

SD

SD

SD

SD

RIM:159.56'

(S) INV.OUT=154.98'

(N) INV. IN=154.96'

SD

SD

S D

RIM:158.76'

(S) INV.OUT=153.66'

(W) INV. IN=156.71'

(N) INV. IN=153.26'

SD

SD

SD

SD

SD

RIM:158.56'

(S) INV.OUT=152.86'

(N) INV. IN= NO ACCESS

(SE) INV. IN=156.11

SD

SD

SD

RIM:157.76'

(S) INV.OUT=151.56'

(N) INV. IN=151.61'

RIM:158.36'

COVER INSIDE

MANHOLE

SD

SD

RIM:159.05'

(N) INV.OUT=152.10'

(S) INV. IN=152.21'

(NW) INV. IN=155.90'

RIM:158.94'

INV.OUT=156.74'

RIM:158.96'

SUMP:156.61'

PVC SLEEVE

THROUGH

STRUCTURE

S D

S D

S D

RIM:159.19'

(E) INV.OUT=154.34'

(N) INV. IN=154.79'

(S) INV. IN=154.69'

S

A

N

E

E

L

E

E

L

RIM:129.61'

NO VISIBLE PIPES

S D

RIM:127.95'

INV. OUT=125.10'

RIM:130.31'

6" VERT. PIPE

INV.=127.31'

RIM:134.03'

(E) INV.OUT=131.95'

(E) INV. OUT=131.95'

RIM:133.50'

CAR PARKED

ON TOP

S

D

RIM:133.04'

INV.=130.24'

S D

RIM:133.10'

INV. OUT=131.10'

(VERTICAL 4" HDPE)

INV. IN=132.05'

RIM:134.31

CAR PARKED ON TOP

COMM

COMM

COMM

COMM

COMM

C O

M M

C O

M M

C O

M M

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM

COMM

COMM

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

COMM

COMM

COMM

COMM

COMM

COMM

E E

E E

E E

E E

E E

E E

E E E E E

E E E E E

E E E

E E

E E

E E E

E E

E E

E E

E E

E E

E E

E E

E

W

W

W

W

W

W W

W

W

W

W

W W W W

W

W W W

W

WWWW

G

G

G

G

W

W

W W

W

W

W

W

W

G G

G

G

G G

G

G G

G

G G

G

G

G G

G G

G G

15" RCP

12" VCP

P

V C

10" VCP

8" VCP

15" RCP

15" RCP

15" RCP

H

D P

E

15" RCP

C

12" PVC

12" PVC

C M

P

P

E

P

E

H

D

P

E

160.37

160.30

160.22

160.29

160.24

160.09

160.14

160.09

160.09

160.27

160.31

160.34

160.17

160.12

160.27

160.26

160.05

W W

W W

W W

W W

W W

HPS

HPS

C L A

Y

10" CLAY

S

A

N

S

A

N

W

W

W

S

A

W W W W

W

W

W

W W

W

W

W

W

W

W

W

W

W W W W W W W W W W W

W W

W W

W W

W W

W

W

W W

W

APPROXIMATE LOCATION

OF EXISTING 10" WATER

MAIN PER WEST POINT

DPW DRAWINGS

APPROXIMATE LOCATION OF

EXISTING UTILITIES PER

WEST POINT DPW DRAWINGS

APPROXIMATE LOCATION OF

EXISTING SANITARY SERVICE

PER WEST POINT DPW

DRAWINGS

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

APPROXIMATE LOCATION OF

EXISTING ELECTRIC SERVICE

PER WEST POINT DPW

DRAWINGS

G

G

G G

G G

G

G

APPROXIMATE LOCATION OF

AIR VENTILATION TUNNEL

(PER AS-BUILT DRAWINGS)

EXISTING RAISED

BRICK MANHOLE

APPROXIMATE LOCATION OF

EXISTING UNDERGROUND

UTILITY TUNNEL

S D

S

D

S

D

(2) 6" DIP

INV. 130.06±

(PER FIELD

INVESTIGATION)

6" CLAY PIPE

INV. 129.87±

(PER FIELD

INVESTIGATION)

6" DIP

INV. 127.83±

(PER FIELD

INVESTIGATION)

28" MAPLE

APPROXIMATE LOCATION OF

EXISTING COMMUNICATION

SERVICE PER WEST POINT

DPW DRAWINGS

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

FF

E E

E E

E E

E E

E E

E E

E E

E

E E

E E

E E

E S

E S

E S

E S

E S

E

S

A

N

S

A

N

SD

SD

D

MECHANICAL YARD/DUNNAGE AREA ABOVE

(SEE MECHANICAL, PLUMBING, FIRE

PROTECTION AND ELECTRICAL DRAWINGS)

COMM. SERVICE

CONNECT TO NEW SANITARY

SEWER SERVICE WITHIN

UTILITY TUNNEL BELOW

CULLUM HALL. SEE

PLUMBING PLAN FOR

CONTINUATION

PVC SANITARY SERVICE

(MATCH EXISTING SIZE,

INVERTS AND SLOPE)

CONNECT NEW PRIMARY ELECTRIC

SERVICE INTO EXISTING ELECTRIC

MANHOLE (SEE ELECTRICAL DRAWINGS)

EXTEND NEW SANITARY AND STEAM, FROM

CULLUM HALL TO LINCOLN HALL, WITHIN UTILITY

TUNNEL FOR LINCOLN HALL CONNECTION (SEE

MECHANICAL AND PLUMBING DRAWINGS)

F

F

F F

W

D

D

S D

S D

S D

S

D

E

E

S

E

S

8" DIP FIRE

WATER

SERVICE

MH-1

SECONDARY ELECTRIC MANHOLE TO

SERVE CULLUM HALL

SECONDARY ELECTRIC SERVICE

CONDUITS (SPARE FOR LINCOLN HALL)

MH-2

SECONDARY ELECTRIC MANHOLE TO

SERVICE LINCOLN HALL

PRIMARY ELECTRIC

SERVICE

MH-3

PRIMARY ELECTRIC

MANHOLE

E

CONNECT TO EXISTING

GAS SERVICE

3" GAS VALVE

NEW 3" POLYETHYLENE

GAS SERVICE

8" PIV

SEE PLUMBING DRAWINGS

FOR CONTINUATION

WITHIN BUILDING

SEE TELCOMM DRAWINGS

FOR CONTINUATION WITHIN

BUILDING

8" WATER SERVICE

CONNECTION FOR FIRE

PUMP HOUSE

COMM. SERVICE (SEE

TELCOMM DRAWINGS FOR

CONNECTION)

SEE TELCOMM DRAWINGS FOR

CONTINUATION WITHIN BUILDING

CONNECT COMM. SERVICE INTO

EXISTING COMMUNICATION MANHOLE

(SEE TELCOMM DRAWINGS)

W

4" VALVE

4" DIP WATER

SERVICE

EXISTING 6" DIP STUB FROM 10" MAIN

COORDINATE WITH WEST POINT DPW

FOR WATER SHUT-OFF

6"x6"x8" TEE

4"x6" REDUCER

LOCATE EAST

OF 8" FIRE

CONNECTION.

F F

F F

F F

W W

W W

W W

W

8" DIP FIRE

WATER

SERVICE

INSTALL PIPE THROUGH

EXISTING CONCRETE

RETAINING WALL

CONNECT INTO EXISTING

BRICK MANHOLE

MATCH INVERT

S

A

N

S

A

N

H

P

S

H

P

S

E

E S

E S

ES

6" DIP FIRE SERVICE TO

CULLUM HALL (SEE FIRE

PROTECTION PLAN)

STEAM SERVICE

SEE MECHANICAL

DRAWINGS FOR

CONTINUATION

WITHIN BUILDING

D

EE

COMM

FIRE PUMP HOUSE

ELECTRICAL AND

COMMUNICATION SERVICE

FIRE PUMP HOUSE (SEE

FIRE PROTECTION PLAN)

G G

G

SEE PLUMBING DRAWINGS

FOR CONTINUATION

WITHIN BUILDING

D

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C

SD

COCO

EX. COMM MH-1021

CONNECT COMM. SERVICE

INTO EXISTING

COMMUNICATION MANHOLE

(SEE TELCOMM DRAWINGS)

COMM. SERVICE

COMM

COMM

SEE TELCOMM

DRAWINGS FOR

CONTINUATION TO

DAVIS BARRACKS

EX. COMM MH-25

EX. COMM MH-25B

8" CHILLED WATER SUPPLY AND

RETURN INSTALLED UNDER

SEPARATE CONTRACT (SEE

MECHANICAL DRAWINGS FOR TAPS

AND CONTINUATION WITHIN BUILDING)

F F

F F

F

FIRE DEPARTMENT

CONNECTION (SEE

FIRE PROTECTION

PLAN)

4" DIP FIRE

WATER SERVICE

4" DIP FIRE SERVICE

WITHIN UTILITY TUNNEL

TO CULLUM HALL (SEE

FIRE PROTECTION PLAN)

S

D

SD

SANITARY MH #1

RIM. 134.00

INVERTS AND SIZE OF PIPE

TO BE VERIFIED IN FIELD

NO PARKING

NO PARKING

MECHANICAL YARD CLIN INCLUDES ALL NEW

STRUCTURAL FOUNDATION, CONCRETE, AND

STEEL WORK IN NORTH SERVICE YARD

REPAIR TO EXISTING SITE RETAINING WALLS

AND STAIRS IS NOT INCLUDED

C E

E

CO

GENERATOR ELECTRIC

CONDUIT (SEE ELECTRICAL

DRAWINGS FOR CONTINUATION)

GENERATOR, GENERATOR PAD,

AND ASSOCIATED EQUIPMENT

(SEE ELECTRICAL DRAWINGS

FOR COORDINATION)

RELOCATED TRASH

COMPACTOR (SEE ELECTRICAL

DRAWINGS FOR COORDINATION)

GENERATOR FENCING AND GATE

LAYOUT MUST BE COORDINATED WITH

THE FINAL GENERATOR MANUFACTURER

SELECTED TO PROVIDE THE REQUIRED

OFFSET FROM THE GENERATOR TO THE

FENCE FOR SAFE ACCESS AND TO

ACCESS THE DOOR SWING AREA

N

COORDINATE TABLE

STRUCTURE NAME

ELEC MH-1

ELEC MH-2

ELEC-MH-3

EX. COMM MH-1021

EX. COMM MH-25

EX. COMM MH-25B

SANITARY MH #1

NORTHING

932609.3191

932606.4149

932588.5762

932469.6150

932477.5050

932556.4260

932442.7054

EASTING

642024.3578

642077.4624

642066.4643

641843.4470

641839.6870

642048.9300

641962.6737

D A

T E

M A

R K

D E

S C

R I P

T I O

N

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

P R

O J E

SHEET

IDENTIFICATION

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

US Army Corps of Engineers

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

Y

W D

S C

A N

S I

D

W D

S R

M

Y

W E

I N

T

C

U L L U

M

H

A L L

W E

I N

T

N

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

20' 40'0

N

A1

UTILITY PLAN

SCALE: 1"=20'

1 0

A M

E N

D M

E N

T

R T

A

S

U B

M I S

S I O

N

D P

J K

U T

I L I T

Y

P

L A

N

C I V

I L

CU101

GENERAL SHEET NOTES

1. NEW STEAM AND SANITARY SERVICE TO BE INSTALLED

WITHIN UTILITY TUNNEL BELOW CULLUM HALL. (SEE

MECHANICAL AND PLUMBING DRAWINGS)

2. THE NEW STEAM AND SANITARY SERVICE MUST BE

EXTENDED WITHIN THE UTILITY TUNNEL NORTH FROM THE

NORTH CULLUM WALL AND CONNECT INTO THE EXISTING

STEAM AND SANITARY SERVICE FOR LINCOLN HALL AT THE

SOUTH LINCOLN HALL WALL.

3. REFER TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL,

AND FIRE PROTECTION DRAWINGS FOR MECHANICAL YARD

LAYOUT AND EQUIPMENT LOCATIONS.

4. REFER TO ELECTRICAL DRAWINGS FOR GENERATOR

LAYOUT.

5. AMERICAN WATER (AW) IS THE OWNER AND OPERATOR OF

ALL SANITARY SEWER AND DOMESTIC/FIRE WATER MAINS

THROUGHOUT USMA WEST POINT. THE MAINS MUST ONLY

BE MODIFIED AND/OR CONSTRUCTED UPON BY AW.

6. CITY LIGHT AND POWER (CLP) IS THE OWNER AND

OPERATOR OF ALL ELECTRICAL TRANSMISSION,

DISTRIBUTION, AND SERVICE THROUGHOUT USMA WEST

POINT. THE SYSTEM MUST ONLY BE MODIFIED AND/OR

CONSTRUCTED UPON BY CLP.

7. USAG WEST POINT HAS PRIVATIZED WATER, WASTEWATER,

AND ELECTRICAL SERVICE. ALL UTILITY WORK ON THESE

SYSTEMS SHALL BE COORDINATED WITH THE UTILITY

SYSTEMS OWNERS:

ELECTRIC - CITY LIGHT AND POWER

WATER - AMERICAN WATER FEDERAL SERVICES

WASTEWATER - AMERICAN WATER FEDERAL SERVICES

PRIMARY POINT OF CONTACT FOR COORDINATION IS RANGI

MATHEW, RANGI.K.MATHEW2.CIV@MAIL.MIL

8. GENERATOR PAD MUST BE SIZED ACCORDINGLY BASED ON

SELECTED GENERATOR MANUFACTURER REQUIREMENTS.

9. GENERATOR FENCING AND GATE LAYOUT MUST BE

COORDINATED WITH THE FINAL GENERATOR

MANUFACTURER SELECTED TO PROVIDE THE REQUIRED

OFFSET FROM THE GENERATOR TO THE FENCE FOR SAFE

ACCESS AND TO ACCESS THE DOOR SWING AREA.

CB

COMM

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

FFFFFFFFF

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E E

E

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E S

E

DN

F

F

F

F

F

F

F

F

F

F

F

F F

F F

F F

F F

F

F

F

F

D

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

E

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

C O

M M

S D

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

H

P

S

E S

E S

E S

E S

E S

E S

E S

E

S

ESESESESES

E

E

EEEEEEEE

COMMCOMMCOMMCOMM

G G

G

G

D

S

D

F F

F F

F F

F F

F F

F F

F F

F F

F

F

F

SD

SD

SD

SD

SD

C

EXTEND NEW SANITARY AND STEAM SERVICE

FROM CULLUM HALL TO LINCOLN HALL, WITHIN

UTILITY TUNNEL FOR LINCOLN HALL CONNECTION

(SEE MECHANICAL AND PLUMBING DRAWINGS)

8" DIP FIRE

WATER

SERVICE

MH-1

SECONDARY ELECTRIC

MANHOLE TO SERVE

CULLUM HALL (SEE

ELECTRICAL DRAWINGS)

SECONDARY ELECTRIC

SERVICE CONDUITS (SPARE

FOR LINCOLN HALL)

MH-2

SECONDARY ELECTRIC

MANHOLE TO SERVICE

LINCOLN HALLPRIMARY ELECTRIC

SERVICE (TYP.)

MH-3

PRIMARY ELECTRIC

MANHOLE

8" WATER SERVICE

CONNECTION FOR FIRE

PUMP HOUSE

6" DIP FIRE SERVICE TO

CULLUM HALL (SEE FIRE

PROTECTION

DRAWINGS)

FIRE PUMP HOUSE

ELECTRICAL AND

COMMUNICATION SERVICE

(SEE ELECTRICAL AND

COMMUNICATION DRAWINGS)

FIRE PUMP HOUSE

(SEE FIRE PROTECTION PLAN)

3" GAS SERVICE

(SEE PLUMBING

DRAWINGS)

EX. COMM MH-25B

4" DIP FIRE

WATER SERVICE

4" DIP FIRE SERVICE

WITHIN UTILITY TUNNEL

TO CULLUM HALL (SEE

FIRE PROTECTION

DRAWINGS)

CULLUM HALL

BUILDING 605

4 STORY

STONE

MASONRY

BUILDING

S T

A I R

S

APPROXIMATE LOCATION

OF EXISTING

UNDERGROUND UTILITY

TUNNEL

LINCOLN HALL

BUILDING 607

4 STORY

STONE

MASONRY

BUILDING

R A

M P

MECHANI…