10 - 630A4-22-700 DWGS 1-CIVIL.pdf

ABBREVIATIONS

GENERAL NOTES:

1. CONTRACTOR MUST COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS PERTINENT TO THE

WORK, AND AS DESCRIBED IN THE SPECIFICATIONS AND ON THESE DESIGN DRAWINGS. ALL

WORKMANSHIP AND MATERIALS MUST BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIARIZED WITH THE EXISTING

CONDITIONS AND VERIFYING CONSISTENCY WITH DESIGN DRAWINGS AND SPECIFICATIONS. THE

CONTRACTOR MUST REPORT ANY DISCREPANCY TO THE CONTRACTING OFFICER IMMEDIATELY

AND AWAIT FURTHER INSTRUCTIONS.

3. IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS, LICENSES AND CERTIFICATES, AND MAKE ALL REQUIRED AGENCY NOTIFICATIONS TO COMPLETE THE PROJECT. COMPLIANCE MUST BE AT ALL LEVELS: FEDERAL, STATE, AND LOCAL RELATING TO

THE PERFORMANCE OF THE WORK.

4. PRIOR TO BEGINNING WORK AND PROCURING MATERIALS THAT COULD BE IMPACTED,

CONTRACTOR MUST INSPECT AND CONFIRM ALL POINTS OF CONNECTIONS TO EXISTING UTILITIES OR SYSTEMS. POTHOLE WHERE NECESSARY TO VERIFY THE DRAWINGS AGAINST ALL APPLICABLE EXISTING CONDITIONS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY UPON DISCOVERY OF

UNFORESEEN SITE CONDITIONS OR DISCREPANCIES.

5. CALL THE UNDERGROUND LOCATE LINE (811) A MINIMUM OF 48 HOURS PRIOR TO ANY

EXCAVATIONS, AND HIRE PRIVATE UTILITY LOCATE COMPANY TO CONFIRM PRESENCE OF

EXISTING BURIED UTILITIES PRIOR TO EXCAVATION. LOCATIONS OF EXISTING UTILITIES SHOWN

HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS

AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT

SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.

6. UTILITY SYSTEMS MUST BE CONSTRUCTED ACCORDING TO APPROVED PLANS. ANY DEVIATION

FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CONTRACTING

OFFICER.

6. CONTRACTOR MUST PREPARE CONSTRUCTION STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) IN ACCORDANCE WITH ALL APPLICABLE FEDERAL AND STATE REQUIREMENTS AND

OBTAIN PERMIT FOR PROPOSED WORK. CONTRACTOR MUST MAINTAIN AND UPDATE SWPPP AS

REQUIRED THROUGHOUT CONSTRUCTION. A COPY OF THE APPROVED CONSTRUCTION SWPPP

MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

7. CONTRACTOR MUST TAKE ALL POSSIBLE CARE TO PROTECT PERSONAL AND ADJACENT

PROPERTY AND TO ENSURE THE SAFETY OF THOSE INVOLVED DIRECTLY OR INDIRECTLY WITH

THE WORK.

8. THE CONTRACTOR MUST PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING

AND THE LIKE NECESSARY TO RETURN ALL SURFACES AFFECTED BY THE WORK TO THEIR

ORIGINAL CONDITION.

9. DEMOLITION MUST BE TO THE LIMITS SHOWN ON THE PLANS. THE DEMOLITION LIMITS DEPICTED IN THE PLANS ARE BASED ON THE AVAILABLE INFORMATION OR SURVEY. DEMOLITION LIMITS MAY

VARY DEPENDING ON CHANGED SITE CONDITIONS AT THE TIME OF CONSTRUCTION.

10. EXISTING PAVEMENT, LANDSCAPING, SURFACE OR SUBSURFACE FACILITIES, WITHIN OR

ADJACENT TO THE CONTRACTOR'S WORK AREA OR INDICATED ON THE PLANS TO REMAIN MUST

BE PROTECTED FROM DAMAGE. ANY FACILITIES DAMAGED BY THE CONTRACTOR'S ACTIVITIES

MUST BE IMMEDIATELY REPAIRED TO MATCH ITS ORIGINAL CONDITION AND THE SATISFACTION OF

THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

11. ALL MATERIALS MUST BE NEW MATERIALS AND PURCHASED IN ACCORDANCE WITH THE BUY

AMERICAN ACT.

12. WRITTEN DIMENSIONS IN SCHEDULES AND DRAWINGS TAKE PRECEDENCE OVER SCALED

DRAWINGS. DO NOT SCALE DRAWINGS, AND BRING ALL DISCREPANCIES TO THE ATTENTION OF

THE CONTRACTING OFFICER AND AWAIT FURTHER INSTRUCTIONS.

13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE CONSTRUCTION PHASING AND

STAGING. NO ADDITIONAL COST TO THE OWNER MUST BE PERMITTED FOR THE RELOCATION OF

TRAILERS, STORED MATERIAL, REMOVAL AND REINSTALLATION OF BARRICADES, FENCING, OR

ANY OTHER INCIDENTAL ITEMS THAT ARE REQUIRED AND NECESSARY TO ACCOMPLISH THE

WORK UNDER THIS CONTRACT. COMPLETE RESTORATION BETWEEN CONSTRUCTION PHASES IS

REQUIRED, UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.

14. THE CONTRACTOR MUST NOTIFY VA OF ANY WORK TO BE PERFORMED IN CONFINED SPACE.

CONTRACTOR MUST CREATE AND SUBMIT INDIVIDUAL CONFINED SPACE WORK PLAN.

CONTRACTOR MUST RECEIVE APPROVAL FROM VA PRIOR TO BEGINNING WORK.

15. ANY U.S.G.S. OR CAMPUS SURVEY MONUMENTS WITHIN THE LIMITS OF DEMOLITION OR

CONSTRUCTION MUST BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DESTROYED AND

HAS NOT BEEN PROPERLY REFERENCED IN THE PLANS, THE CONTRACTOR MUST IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER. CONTRACTOR MUST REPAIR ANY DAMAGED BENCH MARKS

IN ACCORDANCE WITH N.O.A.A. NATIONAL GEODETIC SURVEY GUIDELINES, AND TO THE

SATISFACTION OF THE FACILITY'S G.I.S. BENCHMARK REPRESENTATIVE.

16. CONTRACTOR MUST PROVIDE AND MAINTAIN ACCESS, AT ALL TIMES DURING CONSTRUCTION, TO ALL EXISTING FACILITIES AND THOSE THAT MAY BE UNDER CONSTRUCTION IN THE IMMEDIATE

VICINITY. FIRE TRUCK AND EMERGENCY VEHICLE ACCESS MUST NOT BE BLOCKED.

17. THE CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR DETERMINING THE ADEQUACY OF

EXISTING STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION EQUIPMENT AND LOADS.

18. ALL DEVIATIONS FROM THESE PLANS MUST BE RECORDED ON A SET OF "AS-BUILT" OR RECORD

REDLINE DRAWINGS. THE CONTRACTOR MUST SUBMIT "AS-BUILT" REDLINE DRAWINGS TO THE

CONTRACTING OFFICER.

19. ALL DEMOLITION MATERIAL, INCLUDING PAVEMENT AND EXCESS SOIL, EXCEPT AS NOTED IN THE CONTRACT DRAWINGS / SPECIFICATIONS AND / OR SPECIFIED BY THE CONTRACTING OFFICER, MUST BECOME THE PROPERTY OF THE CONTRACTOR AND BE COMPLETELY REMOVED FROM VA

CAMPUS AND DISPOSED OF BY THE CONTRACTOR.

20. THE CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR AND MUST INSTALL AND MAINTAIN

SHORING AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES AND OTHER

IMPROVEMENTS AND EXCAVATIONS PER STATE AND FEDERAL REGULATIONS. THE CONTRACTOR

MUST ALSO BE RESPONSIBLE FOR REMOVAL OF TEMPORARY SHORING AND BRACING.

EXISTING DATA NOTES:

1. THE EXISTING INFORMATION SHOWN ON THESE DRAWINGS HAVE BEEN PREPARED BASED UPON

INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, GOVERNMENT CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY

OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN

INCORPORATED INTO THESE DRAWINGS AS A RESULT.

2. THE ENGINEER ASSUMES NO LIABILITY FOR DAMAGES TO ANY UTILITIES DURING CONSTRUCTION.

THE CONTRACTOR MUST BE SOLELY RESPONSIBLE TO REPAIR ANY DAMAGES THAT MAY OCCUR

DURING CONSTRUCTION.

3. THE CONTRACTOR MAY CONDUCT TEST PITS (POTHOLE) TO VERIFY EXISTING CONDITIONS. THE

CONTRACTOR MUST COORDINATE ALL TEST PITS WITH THE COR.

RESTORATION NOTES:

1. RESTORATION MUST BE IN ACCORDANCE WITH VA AND UFC REQUIREMENTS.

2. RESTORE ALL DISTURBED AREAS AS SHOWN ON PLANS OR AS DIRECTED BY THE CONTRACTING

OFFICER.

3. REPAIR ALL UTILITIES DAMAGED BY CONSTRUCTION IN ACCORDANCE WITH CONTRACTING

OFFICER'S REQUIREMENTS.

4. CONTRACTOR MUST RESTORE THE SITE AND ALL OTHER PHYSICAL FEATURES TO MATCH

EXISTING CONDITIONS WHERE CONSTRUCTION WORK IS PERFORMED.

5. CONTRACTOR TO RETURN DISTURBED SOIL AND LANDSCAPING TO ITS ORIGINAL CONDITION.

DEMOLITION NOTES:

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND

PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND

STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE

TO AND FROM SUCH ADJACENT AREAS OR STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES,

WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL

PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED

EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH

WATER TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR

OBJECTIONABLE CONDITIONS SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION.

VACUUM, SWEEP, AND DUST THE WORK AREA DAILY.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR MUST SURVEY THE SITE AND

EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.

THE CONTRACTOR MUST TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING

ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL

CENTER; AND DAMAGED ITEMS MUST BE REPAIRED OR REPLACED AS APPROVED BY THE

CONTRACTING OFFICER REPRESENTATIVE (COR). THE CONTRACTOR MUST COORDINATE THE

WORK WITH ALL OTHER WORK AND MUST CONSTRUCT AND MAINTAIN SHORING, BRACING,

AND SUPPORTS AS REQUIRED. THE CONTRACTOR MUST ENSURE THAT STRUCTURAL

ELEMENTS ARE NOT OVERLOADED AND MUST BE RESPONSIBLE FOR INCREASING

STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF

ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION

OF NEW UTILITY LINES AND NEW CONSTRUCTION.

8. COMPLETELY DEMOLISH AND REMOVE BUILDINGS AND STRUCTURES, INCLUDING ALL

APPURTENANCES RELATED OR CONNECTED THERETO, AS NOTED BELOW:

8.A. AS REQUIRED FOR INSTALLATION OF NEW UTILITY SERVICE LINES.

8.B. TO FULL DEPTH WITHIN AN AREA DEFINED BY HYPOTHETICAL LINES LOCATED 5 FT (1500

MM) OUTSIDE BUILDING LINES OF NEW STRUCTURES.

9. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL MUST BE REMOVED FROM THE SITE

AND LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND

SIMILAR MATERIALS MUST BECOME PROPERTY OF THE CONTRACTOR AND MUST BE

DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE MEDICAL CENTER TO AVOID

ACCUMULATION AT THE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY

MUST BE STORED IN AREAS SPECIFIED BY THE CONTRACTING OFFICERS REPRESENTATIVE.

CONTRACTOR MUST NOTIFY ENGINEER IMMEDIATELY IF MATERIALS UNCOVERED DURING ANY

PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND FEDERAL LAWS

MUST PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

10. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM

PRESENT LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT

DRAINAGE. CONTRACTOR MUST DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE

FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR REGULATIONS.

TRAFFIC MANAGEMENT NOTES:

1. ALL ROADWAYS MUST REMAIN OPEN DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED BY

THE CONTRACTING OFFICER. ROADWAY CLOSURE DURING CONSTRUCTION REQUIRES THE

CONTRACTOR SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL IN ADVANCE. IF

REQUIRED, ALL TEMPORARY TRAFFIC CONTROL DEVICES MUST BE IN ACCORDANCE WITH THE

MOST CURRENT EDITION OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

AND HIGHWAYS".

2. THE CONTRACTOR MUST MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT

ALL TIMES, EXCEPT WHERE GIVEN PERMISSION BY THE VAMC AND CONTRACTING OFFICERS

REPRESENTATIVE.

3. THE CONTRACTOR MUST PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES AND

BARRELS REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

4. PEDESTRIAN ACCESS MUST BE MAINTAINED AND MANAGED DURING SIDEWALK AND

CROSSWALK CLOSURES.

5. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS MUST BE MAINTAINED DAILY

AFTER CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

6. THE CONTRACTOR MUST COORDINATE ANY ROADWAY, DRIVEWAY, LOADING RAMP AND/OR

SIDEWALK CLOSURES WITH THE VAMC PRIOR TO PERFORMING WORK.

7. ALL ROAD CLOSURES MUST BE OUTSIDE NORMAL WORKING HOURS OF 8:00 AM TO 5:00 PM

MONDAY THROUGH FRIDAY. ROAD CLOSURES AND TRAFFIC CONTROL PLAN MUST BE

APPROVED BY COR PRIOR TO CONSTRUCTION. CONTRACTOR TO MAINTAIN ONE ACCESS TO

THE EMERGENCY ROOM AMBULANCE BAY AT ALL TIMES.

GENERAL UTILITY NOTES:

1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST VERTICALLY AND

HORIZONTALLY FIELD LOCATE BY POTHOLING AND SURVEY ALL PROPOSED UTILITY CONFLICTS

AND CROSSINGS. IF THE EXISTING UTILITY LOCATION DIFFERS FROM WHAT IS SHOWN ON THE

PLANS, THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER AND/OR CONTRACTING

OFFICER'S REPRESENTATIVE IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS.

2. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON PLANS WERE LOCATED USING THE

BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE

AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR

ALL-INCLUSIVE, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS

SOLELY RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES. CONTRACTOR MUST BE

RESPONSIBLE FOR CONTACTING GOVERNMENT UTILITY OWNERS TO IDENTIFY UNDERGROUND

UTILITIES AND/OR CABLES WITHIN THE PROJECT LIMITS AND STAGING AREAS. THE CONTRACTOR

MUST ASSIST UTILITY OWNERS IN EFFORTS TO FIELD VERIFY UNDERGROUND UTILITIES.

CONTRACTOR MUST ALSO REVIEW ALL UTILITIES WITH THE CAMPUS MAINTENANCE STAFF PRIOR

TO BEGINNING WORK. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE

CONTRACTOR MUST CONDUCT A FIELD UTILITY LOCATION SURVEY USING ELECTRONIC,

MAGNETIC OR OTHER UNDERGROUND UTILITY LOCATING PRACTICES. UTILITY OWNERS MUST BE

NOTIFIED AND MUST HAVE THE OPTION TO ACCOMPANY THIS FIELD INVESTIGATION.

EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES,

PARTICULARLY THOSE ASSOCIATED WITH OPERATING NAVIGATIONAL AIDS, MUST BE CARRIED

OUT WITH HAND TOOLS UNTIL THE EXACT CHARACTER AND LOCATION OF SUCH FACILITIES ARE DETERMINED. ALL INFORMATION SO OBTAINED FROM THIS UTILITY LOCATION SURVEY MUST BE

FURNISHED TO THE CONTRACTING OFFICER AND/OR CONTRACTING OFFICER'S REPRESENTATIVE

AND THE A/E PRIOR TO CONSTRUCTION.

3. ALL UNDERGROUND CABLE, UTILITIES, AND ASSOCIATED STRUCTURES MUST BE PROTECTED

FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UNDERGROUND CABLES

AND/OR UTILITIES CAUSED BY THE CONTRACTOR (REGARDLESS OF WHETHER THEY WERE

LOCATED OR NOT BY THE CAMPUS, UTILITY COMPANY, ETC.) MUST BE REPAIRED BY THE

CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE AND TO THE SATISFACTION OF THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVES. ALL EXISTING UTILITIES, CABLE, DUCTS, EQUIPMENT, DEVICES, ETC. OUTSIDE THE AREA OF DEMOLITION OR CONSTRUCTION LIMITS WHICH ARE

DAMAGED OR DISRUPTED AS A RESULT OF THE CONTRACTOR'S OPERATIONS, MUST BE

IMMEDIATELY REPAIRED AT THE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF

THE UTILITY OWNER'S AUTHORIZED REPRESENTATIVE.

4. ALL UTILITY OUTAGES MUST BE SCHEDULED AND APPROVED THROUGH THE COR (CONTRACTING

OFFICER) PER THE APPLICABLE OUTAGE NOTIFICATION REQUIREMENTS.

5. UNLESS ALREADY SPECIFIED IN THE CONTRACT DRAWINGS, CONTRACTOR MUST RETROFIT ALL EXISTING UTILITY ACCESS POINTS TO BRING FLUSH WITH FINISHED SURFACE WITHIN AREAS OF

WORK IN WHICH THE EXISTING GRADE IS MODIFIED BY CONSTRUCTION. THIS WORK IS

CONSIDERED PART OF THE CONTRACTED SCOPE, AND APPLIES TO EXISTING UTILITIES THAT ARE

NOT TO BE DEMOLISHED OR ABANDONED WITHIN THE PROJECT LIMITS.

6. ALL MATERIALS, WORKMANSHIP, AND TESTING MUST BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

7. FIELD VERIFY LOCATION (INCLUDING POT HOLING FOR VERTICAL DEPTH) OF EXISTING UTILITIES

AND INVERT ELEVATIONS OF THE POINT OF CONNECTION PRIOR TO CONSTRUCTION.

8. COMPRESSIBLE MATERIALS:

FOR USE IN AREAS ABOVE BURIED PIPES WHERE OTHER PIPES ARE CROSSING WITH LESS THAN

1'-0" VERTICAL SEPARATION OR WHERE CALLED OUT ON DRAWINGS: POLYETHYLENE PLASTIC

FOAM IN ACCORDANCE WITH FEDERAL SPECIFICATION PPP-C-1752C, TYPE 1, CLASS 2, SUCH AS "ETHAFOAM". AT PIPE CROSSINGS, MATERIAL MUST BE A MIN OF 2-INCH THK, 2-FT WIDE, AND 4-FT LONG, BUT MUST BE A MINIMUM OF 6-IN WIDER THAT OUTSIDE DIAMETER OF PIPE ON EACH SIDE.

9. GATE VALVES INSTALLED UNDER PAVEMENT MUST HAVE A 2-INCH OPERATING NUT AND VALVE BOX W/ COVER FLUSH WITH ASPHALT SURFACE. GATE VALVES INSTALLED IN AREAS WHERE THE SURFACE IS OTHER THAN ASPHALT OR CONCRETE, TOP OF VALVE BOX MUST BE EMBEDDED IN A CAST-IN-PLACE COLLAR THAT IS 3'-0" MIN SQUARE BY 8-INCHES THICK PLACED ON 4-INCH THICK

(MIN) COMPACTED BASE COURSE WITH SURFACE FLUSH WITH EXISTING GRADE

10. TESTING OF ALL INSTALLED UTILITY LINES AND STRUCTURES MUST BE IN ACCORDANCE WITH

CONTRACT SPECIFICATIONS.

11. ANY REVISIONS TO THESE PLANS, ONCE APPROVED BY THE ENGINEER OF RECORD, MUST BE

REVIEWED AND RE-APPROVED BY THE CONTRACTING OFFICER.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR UTILITY TRENCH SAFETY INCLUDING SHORING

(IF REQUIRED) DESIGNED BY A REGISTERED ENGINEER AND WORKER SAFETY WHILE WORKING

WITHIN THE TRENCH.

GRADING & BACKFILL NOTES:

1. BACKFILL MATERIAL MUST NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE

HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL. OR

LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD.

2. GENERAL SITE BACKFILL MATERIAL MUST MEET THE VA REQUIREMENTS FOR EARTHWORK AND BE

IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT FOR THIS

PROJECT.

3. SLOPE FINISH GRADE SURFACES UNIFORMLY BETWEEN ELEVATIONS SHOWN ON DRAWINGS

UNLESS SPECIFIED OTHERWISE. GRADE AREAS TO ELIMINATE LOW SPOTS AND MAINTAIN

POSITIVE DRAINAGE AWAY FROM BUILDING AND STRUCTURES.

SECURITY:

1. THE CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS OF THE VA SECURITY PROGRAM.

2. THE CONTRACTOR MUST BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR'S PERSONNEL OF

THE VA SECURITY REQUIREMENTS. ALL NEW CONTRACTOR EMPLOYEES MUST BE BRIEFED ON

THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA.

3. CONTRACTOR IS SOLELY RESPONSIBLE FOR SECURING JOBSITE AT ALL TIMES THROUGHOUT

CONSTRUCTION.

PROJECT PHASING:

1. FOR SPECIFIC TECHNOLOGY SYSTEM PHASING AND CUTOVER PLANS AND SCHEDULES PER

BUILDING, SEE SPECIFICATION SECTION 27 06 00.

AAF AIR ASSISTED FIBER

ABAN ABANDONED

APROX APPROXIMATELY

APWA AMERICAN PUBLIC WORKS

ASSOCIATION

ASPH ASPHALT CONCRETE

AVE AVENUE

AWWA AMERICAN WATER WORKS

ASSOCIATION

BLDG BUILDING

BMP BEST MANAGEMENT

PRACTICES

BOT BOTTOM

BVC BEGIN VERTICAL CURVE

CL CENTERLINE

CDF CONTROLLED DENSITY FILL

CFS CUBIC FEET PER SECOND

CLR CLEAR

CM CENTIMETER

CMP CORRUGATED METAL PIPE

COMM COMMUNICATION(S)

CONC PORTLAND CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPEP CORRUGATED

POLYETHELENE PIPE (N-12)

CSBC CRUSHED SURFACING BASE

COURSE

CSTC CRUSHED SURFACING TOP

COURSE

CTR CENTER

CY CUBIC YARDS

DDCV DOUBLE DETECTOR CHECK

VALVE

DI DUCTILE IRON

DIA or Ø DIAMETER

DWG DRAWING

E EAST

EA EACH

EHRM ELECTRONIC HEALTH

RECORDS MODERNIZATION

EG EXISTING GROUND

ELEC ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EVC END VERTICAL CURVE

EXIST EXISTING

FG FINISH GRADE

FL FLANGE

FM FORCE MAIN

FT FEET

GPR GROUND PENETRATING

RADAR

HDPE HIGH DENSITY

POLYETHYLENE PIPE

HP HIGH POINT

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HWY HIGHWAY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

ISP INTERNET SERVICE

PROVIDER

LBS POUNDS

LF LINEAR FEET

LT LEFT

LP LOW POINT

MAX MAXIMUM

MCR MAIN COMPUTER ROOM

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

N NORTH

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN

VERTICAL DATUM

NE NORTHEAST

NOM NOMINAL

NTS NOT TO SCALE

NW NORTHWEST

OC ON CENTER

OD OUTSIDE DIAMETER

OSP OUTSIDE PLANT

OS1 OPTICAL SINGLEMODE

FIBER (LEGACY STANDARD)

OS2 OPTICAL SINGLEMODE

FIBER (LATEST STANDARD)

OVHD OVERHEAD

PC POINT OF CURVATURE

PE PROJECT ENGINEER

PI POINT OF HORIZONTAL

INTERSECTION

PHH PHYSICAL HAND HOLE

POC POINT ON CURVE

POB POINT OF BEGINNING

POP POINT OF PRESENCE

PPM PARTS PER MILLION

PROP PROPOSED

PT POINT OR POINT OF

TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVI POINT OF VERTICAL

INTERSECTION

R RADIUS

RJ RESTRAINED JOINT

RT RIGHT

S SOUTH

SD STORM DRAIN

SDCB STORM DRAIN CATCH BASIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEC SECTION

SF SQUARE FOOT

SMFO SINGLE MODE FIBER OPTICS

SPEC SPECIFICATION

SS SANITARY SEWER

SSFM SANITARY SEWER FORCE

MAIN

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

SW SOUTHWEST

SWPPP STORMWATER POLLUTION

PREVENTION PLAN

TAN TANGENT POINT

TDR TELECOMMUNICATIONS

DISTRIBUTION ROOM

TDU TUBE CABLE DISTRIBUTION

UNIT

TESC TEMPORARY EROSION &

SEDIMENT CONTROL

TOC TOP OF CURB

TR TELECOMMUNICATIONS

ROOM

TYP TYPICAL

UFC UNIFIED FACILITIES CRITERIA

UG UNDERGROUND

VC VERTICAL CURVE

VERT VERTICAL

W WEST or WATER

WM WATER METER

WSEL WATER SURFACE ELEVATION

W/ WITH

La st

S av ed b y:

U

SR

M o n:

A ug

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P M

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

CIVIL SHEET INDEX AND GENERAL NOTES

C-001

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

630A4-22-700

8/29/2025

BEST INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE E

COMM

SAN

W

G

F

SD

EXISTING LEGEND

COMMUNICATION LINE

COMMUNICATION MANHOLE / HANDHOLE

POWER LINE

POWER MANHOLE / HANDHOLE

WATER LINE

WATER METER / VALVE

FIRE SUPPRESSION LINE

FIRE HYDRANT

SANITARY SEWER LINE

SANITARY SEWER MANHOLE

STORM DRAIN LINE

STORM DRAIN INLET

STORM DRAIN MANHOLE

GAS LINE

GAS METER

CONTOUR

FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

X

GENERAL NOTES:

1. THE CONTRACTOR MUST BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES MUST BE

IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS. THE CONTRACTOR MUST PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

2. THE CONTRACTOR MUST NOT COMMENCE CONSTRUCTION NOR CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND/OR

FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS AND/OR PERMISSIONS.

3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTOR'S OPERATIONS MUST BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

4. VEGETATED AREAS DISTURBED DURING CONSTRUCTION MUST RECEIVE A MINIMUM OF FOUR (4) INCHES OF TOPSOIL.

THESE ARES MUST BE IMMEDIATELY SEEDED AND STABILIZED.

5. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE RESULTING FROM CONSTRUCTION LOADS MUST BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

6. THE CONTRACTOR MUST CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF-SITE AREAS, AND MUST BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.

7. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES OR CONSTRUCTION FENCE

DAILY. NO OPEN TRENCHES MUST BE LEFT UNATTENDED.

8. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD MEASUREMENTS. THE GOVERNMENT WILL NOT BE HELD RESPONSIBLE FOR BIDDING ERRORS MADE OR FOR THE FAILURE TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING

CONDITIONS, DIMENSIONS, AND GRADES.

9. THE CONTRACTOR MUST VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE. THE CONTRACTOR MUST ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND MUST NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.

10. THE CONTRACTOR MUST NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS, SEWER, ELECTRIC AND OTHER UTILITIES MUST BE MAINTAINED AT ALL

TIMES DURING CONSTRUCTION.

11. THE CONTRACTOR MUST BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

12. CONSTRUCTION ACTIVITIES MUST NOT CONFLICT WITH THE VAMC OPERATIONS AND EMPLOYEE/PATIENT PARKING. THE CONTRACTOR MUST COORDINATE ALL WORK WITH THE VAMC POLICE DEPARTMENT AND COR. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. MUST BE COORDINATED AND SCHEDULED WITH THE

VAMC.

13. THE CONTRACTOR MUST MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND MUST PROVIDE SAID DOCUMENTATION TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS MUST ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO

EXCEPTION ALLOWED**

14. ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION MUST BE RESET BY A

PROFESSIONAL LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

15. THE CONTRACTOR MUST PROTECT THE VA PROPERTY FROM DUST AND DAMAGE AT ALL TIMES. ANY RESULTING DAMAGE TO THE VA PROPERTY MUST BE IMMEDIATELY CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

CONTRACTORS ACCESS & STORAGE AREAS:

1. THE CONTRACTOR MUST COORDINATE WITH CONTRACTING OFFICER FOR EXACT LOCATION OF STAGING AREA(S) TO BE USED DURING CONSTRUCTION FOR STORAGE / STOCKPILING OF MATERIALS. CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER PRIOR TO OCCUPYING STAGING AREA. THE CONTRACTOR MUST VERIFY WITH THE CONTRACTING OFFICER'S REPRESENTATIVE OF ANY CHANGES IN STAGING / LAYDOWN AREAS THAT MAY HAVE

OCCURRED AFTER PLANS WERE ISSUED.

2. UPON COMPLETION OF THE WORK, THE STAGING AREAS MUST BE CLEANED AND RESTORED TO THEIR ORIGINAL

CONDITION.

3. CONTRACTOR MUST PROVIDE TEMPORARY SECURITY FENCING AROUND THE CONSTRUCTION STAGING AREAS WHERE REQUIRED BY COR. CONTRACTOR TO COORDINATE PRIVACY FABRIC REQUIREMENTS WITH COR. CONTRACTOR MUST BE AWARE OF THE VERTICAL HEIGHTS OF OBJECTS NEAR FENCE LINES; NO EQUIPMENT OR MATERIAL MUST BE PLACED NEAR FENCE LINES THAT WOULD ALLOW THE FENCE TO BE SCALED. MAINTAIN A 10 FOOT MINIMUM SEPARATION FROM ALL FENCES FROM STOCKPILES, PARKED VEHICLES, OR OTHER MATERIALS WHICH COULD BE CLIMBED. POST A

METALLIC SIGN DISPLAYING THE CONTRACTOR'S 24 HOUR EMERGENCY CONTACT NUMBER.

4. ALL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE MUST USE THE ACCESS POINT AS DETERMINED BY THE COR. ALL ASSOCIATED FEES AND COST MUST BE PAID BY CONTRACTOR AND ARE CONSIDERED INCIDENTAL TO THE

VARIOUS BID ITEMS.

5. CONTRACTOR MUST BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE CONSTRUCTION AND STAGING AREAS.

THE TRAFFIC CONTROL MEASURES MUST BE DIRECTED AND APPROVED BY THE CONTRACTING OFFICER AND/OR

CONTRACTING OFFICER'S REPRESENTATIVE.

6. CONTRACTOR MUST COORDINATE LOCATION(S) OF SOIL STOCKPILE AREAS WITH THE CONTRACTING OFFICER IN ADVANCE OF CONSTRUCTION START. AT A MINIMUM, SOIL STOCKPILES WILL CONSIST OF CLEAN IMPORTED FILL, AND EXCAVATED SOILS WAITING FOR REUSE OR OFF-SITE DISPOSAL, AND STOCKPILES MUST BE ADEQUATELY SEPARATED

FROM EACH OTHER WITHIN THE STOCKPILE AREA(S).

CONTRACTOR'S VEHICLES:

1. CONTRACTOR'S VEHICLES MUST BE IN GOOD WORKING ORDER. CONTRACTOR'S PERSONNEL MUST PARK WITHIN THE

CONTRACTOR'S STAGING AREA OR AREAS APPROVED BY THE COR.

2. ALL TRUCKS AND/OR ASSOCIATED VEHICLE HAULING TOOLS, LABOR, EQUIPMENT, MATERIAL OR DEBRIS ON THE VA CAMPUS MUST BE EQUIPPED AND PREPARED TO PREVENT SPILLAGE OF DEBRIS DURING TRANSPORTATION. TRUCK BEDS MUST BE SWEPT CLEAN BEFORE LEAVING THE WORK AREA. SIDEBOARDS MUST BE KEPT IN GOOD REPAIR. UNDER NO CIRCUMSTANCES MUST A VEHICLE BE LOADED BEYOND ITS LEGAL LIMITS OR HIGHER THAN THE SIDEBOARDS.

SD

C(A)

PROPOSED LEGEND

SIDE A FIBER PATHWAY

INTERIOR SIDE A FIBER PATHWAY, SEE TELECOMM PLANS

SIDE A UNDERGROUND HANDHOLE

SIDE B FIBER PATHWAY

INTERIOR SIDE B FIBER PATHWAY, SEE TELECOMM PLANS

SIDE B UNDERGROUND HANDHOLE

UNDERGROUND POWER PATHWAY

UNDERGROUND POWER HANDHOLE

WATER LINE

WATER LINE BEND

FIRE DEPARTMENT CONNECTION (FDC)

POST INDICATOR VALVE (PIV)

FIRE SUPPRESSION LINE

CHILLED WATER LINE

SANITARY SEWER LINE

SANITARY SEWER CLEANOUT

STORM DRAIN LINE

STORM DRAIN BMP

STORM DRAIN YARD DRAIN

STORM DRAIN CLEANOUT

STORM DRAIN SWALE FLOWPATH

CONTOUR

FENCE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

W

F

SAN

E

X

CHWS

T

E

T

E

W

S

G

C(B)

La st

S av ed b y:

U

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

GENERAL NOTES AND LEGEND

C-002

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

HR

BOLLARD

(TYP.)

BUILDING 14

BU

IL

DI

NG

D

D

D

D

D

D

D

E

E

SD

SD

SD

SD

BUILDING 15

BUILDING 8

BU

IL

DI

NG

BU

IL

DI

NG

BUILDING 16

BUILDING 1

BUILD

IN

G 4A

BUILD

IN

G 4B

POLY PLACE

POLY PLACE

X

X

X

X

X

X

X

X

X

X

X

X

E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

PIV

PIV

SA

N

SAN

SAN

G

G

G

G

G

COMM

E

E

C( A)

C( A)

E

C (B)

C(B)

C (B

C

(B

C(B)

C(B)

C(B)

C (B

C(B)

C(B)

C(B)

C(B)

C(A)

1" = 60' scale feet

12060060

FIBER DUCT BANK TRENCHING NOTES:

1. THE CONTRACTOR IS ADVISED THAT ALL EXISTING UNDERGROUND UTILITIES, CABLES, DUCTS, MANHOLES, ETC. (UNDERGROUND FACILITIES) SHOWN ON PLANS WERE SHOWN USING THE BEST

INFORMATION AVAILABLE. INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE, SIZE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY

RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES. CONTRACTOR MUST ALSO REVIEW

ALL UTILITIES WITH THE CAMPUS MAINTENANCE STAFF PRIOR TO BEGINNING WORK.

2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR MUST HAVE

A GROUND PENETRATING RADAR (GPR) SURVEY CAREFULLY PERFORMED BY A CERTIFIED

TECHNICIAN TO REVEAL ALL EXISTING UNDERGROUND DUCTS, CONDUITS, CABLES, AND OTHER

UTILITY SYSTEMS ALONG THE PROPOSED FIBER DUCT BANK ROUTE.

3. EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES MUST BE

CARRIED OUT WITH EXTREME CARE USING HAND TOOLS UNTIL THE EXACT CHARACTER AND

LOCATION OF SUCH FACILITIES ARE DETERMINED.

4. THE CONTRACTOR MUST SUBMIT ALL INFORMATION OBTAINED FROM THE GPR UTILITY LOCATION

SURVEY AND POTHOLING EFFORTS TO THE CONTRACTING OFFICER AND/OR CONTRACTING

OFFICER'S REPRESENTATIVE AND THE A/E PRIOR TO STARTING CONSTRUCTION. CONTRACTOR

MUST RECEIVE APPROVAL FROM CONTRACTING OFFICE PRIOR TO STARTING ANY TRENCHING.

5. THE CONTRACTOR MUST REFER TO COR AND/OR PREVIOUS GEOTECHNICAL REPORTS FOR THIS

SITE FOR ALL DEWATERING AND EXCAVATION REQUIREMENTS.

6. CONTRACTOR MUST PERFORM ALL DUCT BANK TRENCHING IN ACCORDANCE WITH VA STANDARDS.

REFER TO STANDARD SPECIFICATION 26 05 41 AND VA DESIGN GUIDE FOR ADDITIONAL

INFORMATION.

7. THE CONTRACTOR MUST REFER TO BUILDING TELECOMM SHEETS FOR DETAIL AND LOCATION OF

BUILDING CONNECTIONS AND INTERIOR ROUTES.

8. THE CONTRACTOR MUST REMOVE ALL EXISTING WIRE AND FIBER FROM EXISTING DUCTBANKS AFTER THE NEW FIBER SYSTEM IS OPERATIONAL. THE EXISTING STRUCTURES AND PATHWAYS ARE

TO BE LEFT IN PLACE FOR FUTURE USE BY THE VA.

9. FOR CONTINUATION OF ALL CONDUITS AND FIBER ROUTING WITHIN BUILDINGS, REFER TO

TELECOMMUNICATIONS DOCUMENTS, TYPICAL.

C(A)

LEGEND

PROPOSED SIDE A FIBER PATHWAY

PROPOSED INTERIOR SIDE A FIBER PATHWAY, SEE TELECOMM PLANS

PROPOSED SIDE A UNDERGROUND HANDHOLE

PROPOSED SIDE B FIBER PATHWAY

PROPOSED INTERIOR SIDE B FIBER PATHWAY, SEE TELECOMM PLANS

PROPOSED SIDE B UNDERGROUND HANDHOLE

PROPOSED UNDERGROUND POWER PATHWAY

PROPOSED UNDERGROUND POWER HANDHOLE

E

BUILDING TYPES

NON-MEDICAL BUILDINGS MEDICAL BUILDINGS

4A & 4B (1 TR) 1 (24 TRs) 14 (1 TR) 2 (4 TRs)

15 (6 TRs)

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S av ed b y:

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

NOTE: 24 STRANDS OS2 PER TR EACH FOR A & B SIDE FIBER

SITE KEYNOTES#

TYPE 1 DUCT BANK PER DETAIL F3 ON SHEET CU500

2 TYPE 2 DUCT BANK PER DETAIL F6 ON SHEET CU500

C(B)

SEE ELECTRICAL PLANS

APPROXIMATE INTERIOR FIBER ROUTES.

SEE TELECOMM PLANS FOR PROPOSED

INTERIOR ROUTES.

PB RDM

OVERALL CIVIL SITE PLAN

CS100

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

(TYP.)

BUILDING 14

BU

IL

DI

NG

D

D

D

D

D

D

D

E

E

SD

SD

SD

SD

BUILDING 15

BUILDING 8

BU

IL

DI

NG

BU

IL

DI

NG

BUILDING 16

BUILDING 1

BUILD

IN

G 4A

BUILD

IN

G 4B

POLY PLACE

POLY PLACE

X

X

X

X

X

X

X

X

X

X

X

X

E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

PIV

PIV

SA

N

SAN

SAN

G

G

G

G

G

COMM

E

E

C( A)

C( A)

E

C (B)

C(B)

C (B

C

(B

C(B)

C(B)

C(B)

C (B

C(B)

C(B)

C(B)

C(B)

C(A)

1" = 60' scale feet

12060060

NEAT LINE, TYP

TRENCH WIDTH (TYP.)

DUCT BANK TRENCH TESC DETAIL (TYP.)E8

CG100 SCALE: NTS

PERIMETER PROTECTION, TYP.LIMITS OF

CONSTRUCTION

FIBER DUCTBANK (TYP.)

SOIL STOCKPILE AREA

NOTE:

CONTRACTOR MUST INSTALL INLET PROTECTION ON AREA CATCH BASINS IN THE DUCT BANK VICINITY

TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERING DOWNSTREAM STORM DRAIN SYSTEM.

La st

S av ed b y:

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D \D w gs

\V A

Br oo kl yn

C iv il.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

OVERALL EROSION CONTROL PLAN

CG100

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

La st

S av ed b y:

U

SR

M o n:

A ug

0, 3:

: C

:\U se rs \U

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M

\W

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Fe de ra l G ro up

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\C

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

3' -0

WIRE

GROUND LINE

3' M

IN

12-1/2 GAUGE MIN.

6" MAX.

MESH SPACING

4"POST-IMBED 3'

STEEL OR WOOD

6' MAX.

TYPICAL FIBER ROLL INSTALLATION

N.T.S.

4' M

AX

VERTICAL SPACING

MEASURED ALONG

THE FACE OF THE

SLOPE VARIES

BETWEEN 10' AND

20'

4' MAXFIBER

ROLLS

SLOPE VARIES

4' MAX

NOTE: INSTALL FIBER ROLL

ALONG A LEVEL CONTOUR.

4' M

AX

NTS

PLACE A LAYER OF

GEOTEXTILE FABRIC

OVER DRAIN OPENINGS

AND ANCHOR WITH

GRAVEL BAGS

4"

TYP

MIN. 2

BAGS

HIGH

GRAVEL BAGS (TYP)

MIN. 5" THICK

SECTION A-A

1/2" MIN, TYP

ISOMETRIC VIEWCROSS SECTION

1. ACCUMULATED SEDIMENT ON OR AROUND A PROTECTED INLET MUST

BE REMOVED IMMEDIATELY. SEDIMENT MUST NOT BE REMOVED BY

FLUSHING.

2. REPLACE CATCH BASIN INSERT WHEN THE SEDIMENT HAS FILLED

ONE-THIRD OF THE AVAILABLE STORAGE. THE INSERT MUST BE

INSPECTED FREQUENTLY AND REPLACED AS NEEDED, OR AS DIRECTED

BY THE CONTRACTING OFFICER.

GRATE

FRAME

FILTERED WATER

SEDIMENT AND DEBRIS

OVERFLOW BYPASS

TRIM GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

GRATE

RETRIEVAL SYSTEM

OVERFLOW BYPASS

SEDIMENT

AND DEBRIS

FILTERED WATER

STORM DRAIN INLET

PROTECTION,

ECOLOGY BMP C220

GEOTEXTILE FABRIC PROTECTION AT

INLET

GRAVEL BAG INSTALLATION

NEAR INLET

STORM DRAIN INLET

PROTECTION NOTES:

4" M

AX

" M

IN

INSTALL A FIBER ROLL

NEAR WHERE IT

TRANSITIONS INTO A

STEEPER SLOPE

3/4" X 3/4" WOOD STAKES

4' MAX SPACING

FIBER ROLL 8" MIN

R=24"

A

A

TEMPORARY SEDIMENT FENCEC5

CG101 SCALE: NTS

TEMPORARY FIBER ROLLC9

CG101 SCALE: NTS

TEMPORARY GRAVEL BAG INSTALLATIONF5

CG101 SCALE: NTS

TEMPORARY INLET PROTECTIONF8

CG101 SCALE: NTS

1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH

UPSLOPE ALONG THE LINE OF POSTS.

2. STAPLE WIRE FENCING

TO THE POSTS.

3. ATTACH THE FILTER BARRIER FABRIC TO THE

WIRE FENCE AND EXTEND IT INTO THE TRENCH.

4. BACKFILL AND COMPACT

THE EXCAVATED SOIL.

EXTENSION OF FABRIC AND

WIRE INTO THE TRENCH.

FILTER

BARRIER

FABRIC

FILTER BARRIER

FABRIC HEIGHT LESS

THAN 36" ABOVE GRADE

TEMPORARY EROSION AND SEDIMENT CONTROL NOTES:

1. THE CONTRACTOR MUST PROVIDE AND MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) FACILITIES. REFER TO THE

APPLICABLE DRAWINGS AND THE SPECIFICATIONS FOR PLANS AND DETAILS THAT DESCRIBE THE MINIMUM TESC FEATURES REQUIRED.

AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE CONTRACTOR MUST REVISE TESC FACILITIES AND CONFIGURATIONS AS NECESSARY TO ENSURE COMPLETE SILTATION CONTROL AND THAT NO SEDIMENT LADEN WATER ENTERS THE

DOWNSTREAM NATURAL OR PIPED DRAINAGE SYSTEM.

2. DURING THE COURSE OF CONSTRUCTION, IT MUST BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ITS ACTIVITIES AND TO PROVIDE ADDITIONAL TESC FACILITIES THAT MAY BE NEEDED TO

PROTECT THE SITE, ADJACENT LAND AND EXISTING DRAINAGE FEATURES.

3. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES MUST BE REQUIRED IN ACCORDANCE WITH THE CURRENT ENVIRONMENTAL PROTECTION AGENCY'S (EPA) CONSTRUCTION STORMWATER GENERAL PERMIT AND THE APPLICABLE STATE STANDARDS OR MANUAL. DURING THE COURSE OF CONSTRUCTION, IT MUST BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ITS ACTIVITIES AND TO PROVIDE ADDITIONAL TESC FACILITIES THAT MAY BE NEEDED TO PROTECT THE SITE, ADJACENT LAND, AND EXISTING DRAINAGE FEATURES.

4. THE CONTRACTOR MUST ENSURE THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THESE DRAWINGS PROVIDE ADEQUATE CONTROL SO THAT NO SEDIMENT LADEN WATER LEAVES THE SITE. THE CONTRACTOR MUST INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR

STORM DRAINAGE SYSTEMS TO ENSURE COMPLETE SILTATION CONTROL.

5. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR MUST NOTIFY THE OWNER AND MUST INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS. ALL TEMPORARY EROSION CONTROL MEASURES MUST BE

MAINTAINED FOR THE DURATION OF PROJECT CONSTRUCTION.

6. THE BMP FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS.

7. PROVIDE STRAW WATTLE AND COMPOST FILTER SOCK SEDIMENT CONTROL MEASURES OR OTHER APPROVED PERIMETER PROTECTION SEDIMENT CONTROL MEASURES FOR EXISTING DRAINAGE CHANNELS NEARBY OR ADJACENT TO THE PROJECT SITE.

8. PROVIDE INLET PROTECTION AT ALL AREA STORM DRAIN STRUCTURES IN THE AREA OF CONSTRUCTION.

9. THE BMP FACILITIES MUST BE INSPECTED DAILY AND AFTER STORM EVENTS BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. WRITTEN RECORDS MUST BE KEPT OF MONTHLY REVIEWS.

10. THE CONTRACTOR MUST BE RESPONSIBLE FOR CLEANING DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS, WHICH MAY ACCUMULATE ON PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. AS A MINIMUM, DIRT, MUD AND OTHER

DEBRIS MUST BE REMOVED FROM PAVEMENT AT THE CLOSE OF EACH CONSTRUCTION DAY.

11. EXPOSED SLOPES AND SURFACES MUST BE STABILIZED FROM SEDIMENT TRANSPORT USING APPROVED BMPS UNTIL THE SITE HAS BEEN STABILIZED AND THE CONTRACTING OFFICER APPROVES THE REMOVAL OF SLOPE STABILIZATION MEASURES.

12. THE CONTRACTOR MUST BE RESPONSIBLE TO ENSURE THAT NO SEDIMENT LADEN RUNOFF LEAVES THE CONSTRUCTION SITE, WORK AREA, OR HAUL ROUTES. THE CONTRACTOR MUST SUBMIT A SEDIMENT AND WATER POLLUTION PREVENTION PLAN TO THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING ANY WORK.

13. THE CONTRACTOR MUST BE RESPONSIBLE FOR DEWATERING OF ANY EXCAVATION DURING INCLEMENT WEATHER. DEWATERING WATER MUST BE TESTED AND DISPOSED OF IN ACCORDANCE WITH STATE ENVIRONMENTAL REQUIREMENTS ACCORDING TO THE

APPROVED SWPPP PLAN.

14. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ONCE THE SITE IS STABILIZED AFTER CONSTRUCTION

COMPLETION.

PB RDM

EROSION CONTROL GENERAL NOTES AND

DETAILS

CG101

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

(TYP.)

BUILDING 14

BU

IL

DI

NG

D

D

D

D

D

D

D

E

E

SD

SD

SD

SD

BUILDING 15

BUILDING 8

BU

IL

DI

NG

BU

IL

DI

NG

BUILDING 16

BUILDING 1

BUILD

IN

G 4A

BUILD

IN

G 4B

POLY PLACE

POLY PLACE

X

X

X

X

X

X

X

X

X

X

X

X

E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

PIV

PIV

SA

N

SAN

SAN

G

G

G

G

G

COMM

E

E

C( A)

C( A)

E

C (B)

C(B)

C (B

C

(B

C(B)

C(B)

C(B)

C (B

C(B)

C(B)

C(B)

C(B)

C(A)

CU301 CU302

1" = 60' scale feet

12060060

CU303

La st

S av ed b y:

U

SR

M o n:

A ug

0, 3:

: C

:\U se rs \U

SR

M

\W

SP

O

5\

Fe de ra l G ro up

Jo bs \3

8\

\C

AD

D \D w gs

\V A

Br oo kl yn

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

OVERALL FIBER OPTIC OUTSIDE PLANT

UTILITY PLAN

CU300

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

D

E

X

SD

SD

SD

SD

SD

E

E

E

BUILDING 15

BUILDING 8

BUILDING 16

BUILDING 1

BUILD

IN

G 4A

BUILD

IN

G 4B

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

W

W

W

W

W

W

W

W

W

W

W

W W

PIV

SA

N

SA

N

SAN

SAN

SAN

SAN

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

O

O

O

G

G

G

G

G

G

G

G

G

G

COMM

COMM

COMM

C(B)

C(B)

C(B)

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C U

1" = 20' scale feet

4020020

LEGEND

PROPOSED SIDE A FIBER PATHWAY

PROPOSED INTERIOR SIDE A FIBER PATHWAY,

SEE TELECOMM PLANS

PROPOSED SIDE A UNDERGROUND HANDHOLE

PROPOSED SIDE B FIBER PATHWAY

PROPOSED INTERIOR SIDE B FIBER PATHWAY,

SEE TELECOMM PLANS

PROPOSED SIDE B UNDERGROUND HANDHOLE

PROPOSED UNDERGROUND POWER PATHWAY

PROPOSED UNDERGROUND POWER HANDHOLE

La st

S av ed b y:

U

SR

M o n:

A ug

0, 3:

: C

:\U se rs \U

SR

M

\W

SP

O

5\

Fe de ra l G ro up

Jo bs \3

8\

\C

AD

D \D w gs

\V A

Br oo kl yn

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

A AND B FIBER ROUTES TO

USE EXISTING PATHWAY

KEYMAP

NOT TO SCALE

C(A)

E

C(B)

PB RDM

FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

CU301

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

D

D

D

E

E

E

E

E

E

E

E

E

E

POLY PLACE

X

X

X

X

X

X

E

E

E

E

E

E

E

E

E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

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

W

W

W

W

W

W

W

W

W

W

W

W

W

PIV

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

E

E

E

E

E

EE

E

E

E E

E

E

E

E

E

E

COMM

COMM

COMM

E

E

E

E

C(B) C(B)

E

C(B)

C(B)

C (B)

C (B)

C (B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C (B

C (B

C

(B

C (B

C

(B

C (B

C

(B

C (B

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

C(B)

MATCHLINE SEE SHEET CU303

M

AT

C H

LI

N

E

SE

E

SH

EE

T

C U

1" = 20' scale feet

4020020

La st

S av ed b y:

U

SR

M o n:

A ug

0, 3:

: C

:\U se rs \U

SR

M

\W

SP

O

5\

Fe de ra l G ro up

Jo bs \3

8\

\C

AD

D \D w gs

\V A

Br oo kl yn

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

KEYMAP

NOT TO SCALE

LEGEND

PROPOSED SIDE A FIBER PATHWAY

PROPOSED INTERIOR SIDE A FIBER PATHWAY,

SEE TELECOMM PLANS

PROPOSED SIDE A UNDERGROUND HANDHOLE

PROPOSED SIDE B FIBER PATHWAY

PROPOSED INTERIOR SIDE B FIBER PATHWAY,

SEE TELECOMM PLANS

PROPOSED SIDE B UNDERGROUND HANDHOLE

PROPOSED UNDERGROUND POWER PATHWAY

PROPOSED UNDERGROUND POWER HANDHOLE

C(A)

E

C(B)

PB RDM

FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

CU302

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

(TYP.)

BUILDING 14

BU

IL

DI

NG

D

COMM

E

E

E

X

W

E

E

E

E

E

E

E

X

X

X

X

X

X

X

X

X

X

X

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

W

W

W

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

COMM

COMM

COMM

COMM

E

E

CO

M

M

CO

M

M

E

E

E

E

E

E

E

E

E

C(A) C(A)

C( A)

C( A)

C( A)

C( A)

C( A)

C( A)

C(A)

C(A)

E

E

C(B)

C (B

C(B)

C(B)

C(B)

C (B

C (B

C (B

C(A)

C(A)

C(A)

C(A)

C(A)

C(A)

MATCHLINE SEE SHEET CU302

1" = 20' scale feet

4020020

La st

S av ed b y:

U

SR

M o n:

A ug

0, 3:

: C

:\U se rs \U

SR

M

\W

SP

O

5\

Fe de ra l G ro up

Jo bs \3

8\

\C

AD

D \D w gs

\V A

Br oo kl yn

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

KEYMAP

NOT TO SCALE

LEGEND

PROPOSED SIDE A FIBER PATHWAY

PROPOSED INTERIOR SIDE A FIBER PATHWAY,

SEE TELECOMM PLANS

PROPOSED SIDE A UNDERGROUND HANDHOLE

PROPOSED SIDE B FIBER PATHWAY

PROPOSED INTERIOR SIDE B FIBER PATHWAY,

SEE TELECOMM PLANS

PROPOSED SIDE B UNDERGROUND HANDHOLE

PROPOSED UNDERGROUND POWER PATHWAY

PROPOSED UNDERGROUND POWER HANDHOLE

C(A)

E

C(B)

PB RDM

FIBER OPTIC OUTSIDE PLANT UTILITY PLAN

CU303

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

NOTE:

ALL EXTERIOR ENCLOSURE LIDS TO BE MARKED AS "COMMUNICATIONS."

VERIFY AND COORDINATE EXACT PLACEMENT BEFORE INSTALLATION.

INTERMEDIATE SPACER

#4 BARS CONTINUOUS

2500 PSI CONCRETE

COMPACTED

AGGREGATE BASE

7 1/2"

3" MIN.

CONDUIT NONMETALLIC SPACER,

MAXIUMUM 5' ON CENTER

#4 TIE BARS AT 3'-0" ON CENTER

FINISHED SURFACE

3" M

IN

1/

4"

1/ 2"

4" CONDUIT (TYP.)

INTERMEDIATE SPACER

#4 BARS CONTINUOUS

2500 PSI CONCRETE

7 1/2"

3" MIN.

CONDUIT NONMETALLIC SPACER,

MAXIUMUM 5' ON CENTER

#4 TIE BARS AT 3'-0" ON CENTER

3" M

IN

1/

4"

1/ 2"

4" CONDUIT (TYP.)

MIN. BURY DEPTH

PER DETAILS C4 &

C7 ON SHEET CU501

MIN. BURY DEPTH

PER DETAILS C4 &

C7 ON SHEET CU501

COMPACTED

AGGREGATE BASE

FINISHED SURFACE

TYPE 1 DUCTBANK (TYP)F3

CU500 SCALE: NTS

TYPE 2 DUCTBANK (TYP)F6

CU500 SCALE: NTS

MEDIUM HANDHOLE DETAIL (TYP)D3

CU500 SCALE: NTS

La st

S av ed b y:

U

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M o n:

A ug

0, 3:

: C

:\U se rs \U

SR

M

\W

SP

O

5\

Fe de ra l G ro up

Jo bs \3

8\

\C

AD

D \D w gs

\V A

Br oo kl yn

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

VA NEW YORK

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, STE 300

KENT, WA 98032

(206) 209-2246

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

COMMUNICATION DUCTBANK DETAILS

CU500

N/A

100% CONSTRUCTION

DOCUMENTS

800 POLY PLACE, BROOKLYN, NY 11209

EHRM INFRASTRUCTURE

UPGRADES - BROOKLYN

PIPE DIA. W (MAX)

4" < 24" 24"+ PIPE O.D.

> 24" 36"+ PIPE O.D.

W (MAX)

PI

PE

O .D

6"

VA

R

IE

S

SE

E

N O

TE

D

EP

TH

V

AR

IE

S

< 4" 12"+ PIPE O.D.

NOTES:

1. MATERIAL MUST BE AS FOLLOWS:

1.1. RIGID PIPE: HAND-PLACED, COMPACTED INITIAL BACKFILL

MATERIAL.

1.2. FLEXIBLE PIPE: HAND-PLACED, COMPACTED BEDDING

MATERIAL. 4 INCHES FOR PIPE 18 INCH DIA. AND LESS.

2. CONTRACTOR TO MAINTAIN 48 INCHES MIN DEPTH OF COVER

OVER WATER LINES PER NFPA 24 FIGURE A.10.4.1, AND 30

INCHES MIN COVER OVER OTHER UTILITIES UNLESS OTHERWISE

NOTED ON PLANS.

WHERE PRESENT, MATCH

EX. CSBC THICKNESS

MATCH EX. PAVEMENT SECTION

NATIVE MATERIAL IN

UNPAVED AREAS

FINISHED GRADE

COMPACTED BACKFILL

PLASTIC MARKING TAPE

SEE NOTE 1

NO. 12 INSULATED

COPPER TRACING WIRE

FOR PLASTIC PIPE

PIPE

SELECT GRANULAR

MATERIAL AS REQUIRED

UTILITY TRENCH SECTIONF1

CU501 SCALE: NTS

18" TYP.

FIBER OPTIC DUCTBANK SURFACE

RESTORATION NOTES:

1. ALL DUCTBANK TRENCHING TO FOLLOW VA STANDARD

SPECIFICATIONS.

2. SURFACE RESTORATION IN EXISTING AREAS MUST MATCH

EXISTING SURFACE. IN ASPHALT PAVING AREAS, HMA TO

MATCH THICKNESS OF EXISTING PAVEMENT, BUT MUST NOT

BE LESS THAN 4", PLACED OVER 8" OF BASE COURSE.

3. FOR TRENCH IN NON-PAVED AREAS, PLACE 4" OF TOP SOIL

SUCH THAT TOP IS FLUSH WITH EXISTING GRADE ON EACH

SIDE AND SLIGHTLY MOUNDED BETWEEN. STABILIZE TOP OF

TRENCH WITH GRASS SEED MIX AND MULCH, GRAVEL, BARK,

OR WHATEVER MATERIAL MATCHES EXIST SURROUNDING

CONDITIONS.

4. UTILITY IDENTIFICATION TAPE MUST BE BURIED 12" BELOW

FINISHED GRADE OR 6" BELOW TOP OF SUBGRADE IF

UNDERNEATH PAVEMENT. DETECTION WIRE MUST BE

BURIED DIRECTLY ABOVE NON-METALLIC PIPING AND 12"

MAX. ABOVE TOP OF PIPE.

5. TRENCH SAFETY SYSTEMS (SHORING) INCLUDING TRENCH

BOXES MUST BE USED AS APPLICABLE AND AS DESCRIBED

BY OSHA TO MAINTAIN VERTICAL SIDES FOR TRENCH AND

MINIMIZE AMOUNT OF EXCAVATION, BACKFILL, AND

SURFACE REPAIR. LAYING BACK TRENCH EXCAVATION

(FLATTER SIDE SLOPES) IN LIEU OF SHORING MUST ONLY BE

DONE IF APPROVED BY CONTRACTING OFFICER.

6. DEWATER TRENCH AS NECESSARY FOR DEEPER

EXCAVATIONS. DEWATERING AND THAWING AT

CONTRACTORS SOLE EXPENSE IN BOTH TIME AND DOLLARS.

7. TOP OF CONCRETE-ENCASED DUCTS MUST BE: 24" MIN.

BELOW FINISHED GRADE IN NON-PAVED AREAS OR 30" MIN.

BELOW PAVEMENT IN PAVED AREAS, AS WELL AS 6" MIN.

BELOW FROST DEPTH.

TRENCH IN PAVED AREAS (TYP.)C4

CU501 SCALE: NTS

TRENCH IN NON-PAVED AREAS (TYP.)C7

CU501 SCALE: NTS

WHE…