S02 DRAWINGS - CIVIL.pdf

PDF 5 MB Posted Aug 2, 2021

Attached to: Y1DA--630A4-18-415 INSTALL GENERATOR FOR BUILDINGS 85 AND 86
Solicitation number: 36C24221B0061_1
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes civil engineering drawings and details for site work related to a federal contract opportunity to install a generator for three buildings at the VA New York Harbor Healthcare System campus in Jamaica, New York. The scope of work involves demolishing existing site features; installing a concrete pad, sidewalks, and stairs; erecting a generator, fuel tank, and enclosure; running conduits and feeders; and providing temporary power. The civil drawings depict the existing site conditions and proposed demolition, site plan, grading and erosion control plan, and standard details. The related federal contract opportunity is a solicitation to provide a 1,000 kW diesel generator with a 96-hour fuel tank, automatic transfer switch, and remote monitoring panels. The work requires EPA Tier 4 engine certification and fuel tank monitoring compliance. Improvements to an adjacent switchgear building are also included. Temporary power from the utility is detailed to facilitate construction and switchover without downtime. The 100% SDVOSB set-aside requirement and a pre-bid site visit date are noted.

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Other files

File	Type	Posted
36C24221B0061 0002.docx	DOCX document	Sep 1, 2021
36C24221B0061 0001.docx	DOCX document	Aug 24, 2021
COVID-19 FORM.pdf	PDF	Aug 24, 2021
COVID-19 DIRECTIVE.pdf	PDF	Aug 24, 2021
RFI ANSWERS.xlsx	XLSX spreadsheet	Aug 24, 2021
COVID-19 POLICY.pdf	PDF	Aug 24, 2021
S02 VA ID PACKAGE 06-18-2019.pdf	PDF	Aug 2, 2021
S02 DRAWINGS - ARCHITECTUAL.pdf	PDF	Aug 2, 2021
S02 DRAWINGS - GENERAL.pdf	PDF	Aug 2, 2021
36C24221B0061_1.docx	DOCX document	Aug 2, 2021
S02 SPECS - FINAL.pdf	PDF	Aug 2, 2021
S02 Safety or Environmental Violations and Experience Modification Rate.pdf	PDF	Aug 2, 2021
S02 Participation Goals for Minorities and Females.pdf	PDF	Aug 2, 2021
S02 ALL POSTERS.pdf	PDF	Aug 2, 2021
S02 DRAWINGS - ELECTRICAL.pdf	PDF	Aug 2, 2021

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Date

JULY 20, 2021

UG/E

FOC

T10"

T2"

T6"

T8"

CONC. W

ALK

CONC. W

ALK

FOC

CONC. W

ALK

FOC

UG/E

12'

16'

POW

POWPOW

POW

POW POW

POW

POW POW

POW T

3.5'

11.47'

59.33'

8.37'

OHP

7 6 C501

C501

1' TYP.

UG/E

FOC

T10"

T2"

T36"

T48"

T6"

T8"

CONC. W

ALK

CONC. W

ALK

FOC

CONC. W

ALK

FOC

UG/E

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

Revisions: Date

CONSULTANTS: VA PROJECT NUMBER

Building Number

Drawing Number

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

VA NEW YORK HARBOR HEALTHCARE SYSTEM,

ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468 JULY 20, 2021

85, 86, 87

630A4-18-41519-227

BID DOCUMENTS

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

FULLY SPRINKLERED

20-1-SA

CIVIL ENGINEER:

Brett Basquin, PE 2128 Moores Mill Road

Suite C Auburn, AL 36830

(O) 334.887.6064 ext. 302

(F) 334.887.6024

BRETT BASQUIN, SOLE PROPRIETOR

SCALE IN FEET

2010510 1" = 10'

SITE PLAN

1"=10'

CS101

JMRNRS

CIVIL DEMOLITION & SITE PLAN

1 3

XXXX

KEY PLANDEMOLITION PLAN

1"=10'

SITE

LEGEND

CONCRETE PAD

EXISTING CONTOURS

EXISTING UNDERGROUND POWER LINE

EXISTING UNDERGROUND FIBER OPTIC LINE

PROPOSED TEMPORARY POWER CONDUIT

PROPOSED OVERHEAD POWER CONDUIT

8' HIGH TEMPORARY CONSTRUCTION FENCING

TREE PROTECTION FENCING

EXISTING TREE TO BE REMOVED

UG/E UG/E

FOC FOC

POW POW POW

OHP OHP OHP

DEMOLITION KEY NOTES:

1. PROVIDE 8' HIGH TEMPORARY CONSTRUCTION FENCING AND

GATE. CONTRACTOR TO COORDINATE EXACT LOCATION OF

FENCE AND GATE WITH COR PRIOR TO INSTALLATION (TYP.)

2. PROVIDE TREE PROTECTION FENCING. FENCING TO REMAIN IN

PLACE FOR DURATION OF CONSTRUCTION (SEE DETAIL ON

SHEET C-501, TYP.)

3. PROVIDE CONSTRUCTION FENCING TO BE TIGHT TO BUILDING

WITHOUT GAPS OR OPENINGS (TYP.)

4. EXISTING EXIT FROM BUILDING. DOOR SHALL REMAIN SECURE

DURING THE COURSE OF CONSTRUCTION AND CONTRACTOR

SHALL PROVIDE SIGNAGE PER VA REQUIREMENTS

5. EXISTING CONCRETE SIDEWALK (TO REMAIN, TYP.)

6. EXISTING UNDERGROUND FIBER OPTIC LINES (TO REMAIN)

7. EXISTING TREES (TO REMAIN, TYP.)

8. EXISTING TREES (TO BE REMOVED)

9. EXISTING LIGHT POLE (TO REMAIN, TYP.)

SITE KEY NOTES:

1. PROVIDE LEVEL CONCRETE PAD FOR GENERATOR. TOP OF PAD

TO BE MINIMUM OF 6" ABOVE EXISTING GRADE. (SEE DETAILS

ON SHEET C-501)

2. PROVIDE CONCRETE SIDEWALK (SEE DETAIL ON SHEET C-501)

3. CONCRETE SIDEWALK TO TIE INTO EXISTING

4. PROVIDE TEMPORARY EQUIPMENT LOCATION AREA

(SEE ELECTRICAL PLANS FOR DETAILS)

5. 500KVA TEMPORARY TRANSFORMER TO BE PROVIDED BY CON

EDISON (CONTRACTOR'S RESPONSIBILITY TO HIRE CON

EDISON. SEE ELECTRICAL PLANS FOR DETAILS)

6. PROVIDE SWITCHBOARD

(SEE ELECTRICAL PLANS FOR DETAILS)

7. PROVIDE CONCRETE LANDING AT BOTTOM OF STAIRS (TYP.)

8. PROVIDE PLATFORMS AND STAIRS FOR GENERATOR

(SEE ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS)

9. PROVIDE 1000 KW GENERATOR

(SEE ELECTRICAL PLANS FOR DETAILS)

10. TEMPORARY POWER CONDUITS TO BE RUN ABOVE GROUND

(SEE ELECTRICAL PLANS, TYP.)

11. PROVIDE CONCRETE POST BARRICADE (PER VA STANDARD,

SEE DETAIL ON SHEET C-501, TYP.)

12. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND

DEPTH OF EXISTING FIBER OPTIC DUCT BANK PRIOR TO ANY

DEMOLITION OR NEW CONSTRUCTION AND NOTIFY THE COR OF

ANY CONFLICTS WITH THE PROPOSED DESIGN.

DEMOLITION PLAN NOTES:

1. ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH APPLICABLE STATE,

FEDERAL, AND LOCAL BUILDING AND UTILITY INSTALLATION CODES. SEE SHEET G-001

FOR CODES AND REQUIREMENTS USED AS A BASIS OF DESIGN FOR THIS PROJECT.

2. ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH, AND

CONFORM TO, THE PROJECT SPECIFICATIONS.

3. A SUBSURFACE UTILITY LOCATION LEVEL B INVESTIGATION WAS PERFORMED FOR THE

SITE, UTILIZING GROUND PENETRATING RADAR AND AN ELECTROMAGNETIC PIPE

LOCATOR (SEE SHEET V-101). EXISTING INFORMATION AND CONDITIONS NOT

GUARANTEED; VERIFY AND TEST PIT EXISTING UTILITIES: THE CORRECTNESS AND

COMPLETENESS OF THE INFORMATION SHOWING EXISTING CONDITIONS IS NOT

GUARANTEED. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL

PERFORM THE FOLLOWING TASKS:

3.A. RETAIN AND NOTIFY A PRIVATE ON-SITE UTILITY LOCATION COMPANY, AND MAKE SURE

THEY COMPLETE THE MARKING OF UTILITIES WITHIN THE LIMITS OF CONSTRUCTION

AT LEAST 48 HOURS PRIOR TO INSTALLING SEDIMENT CONTROL MEASURES. MAINTAIN

ALL MARKINGS THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ALSO

INCLUDE IN HIS BID PRICE MARKING OF ON-SITE UTILITIES BY SUBCONTRACTING WITH

PRIVATE ON-SITE UTILITY LOCATION COMPANY.

3.B. VERIFY THE GENERAL ACCURACY OF THE EXISTING CONDITIONS SHOWN ON THE SITE

DRAWINGS BY VISUAL INSPECTION OF THE SURFACE OF THE SITE AND ALL EXISTING

STRUCTURES, PAVING AND UTILITY APPURTENANCES OBSERVED AS REQUIRED:

3.C. WITH REGARD TO THE STRUCTURES & APPURTENANCES OBSERVED AS REQUIRED

PER ITEM (B) ABOVE, DETERMINE THE TYPE, SIZE, LOCATION AND ELEVATION OF ALL

THOSE EXISTING UTILITIES (INCLUDING BUT NOT LIMITED TO ALL STORM DRAINS,

SANITARY LINES, WATER LINES, GAS LINES, STEAM LINES, ELECTRIC LINES,

TELEPHONE LINES, AND COMMUNICATION DUCTS, AND ALL MANHOLES, INLETS,

CLEAN-OUTS, VALVES, HANDHOLES, ETC. RELATED THERETO) WITHIN THE LIMITS OF

CONSTRUCTION IN ORDER TO; (1) AVOID DAMAGING OR DISRUPTING SERVICE, AND (2)

TO COORDINATE AND FACILITATE CONSTRUCTION OF PROPOSED UTILITIES AND

OTHER IMPROVEMENTS. IN ADDITION TO THE CONTRACTOR'S VISUAL OBSERVATION

AND THE UTILITY MARKINGS (AS REQUIRED ABOVE), THE CONTRACTOR SHALL

SCHEDULE AND COMPLETE TEST PITTING OF ALL EXISTING UTILITES (FOR THE

PURPOSES SET FORTH ABOVE) AND SHALL DO SO IN A TIMELY MANNER IN ORDER TO

ALLOW TIME FOR ANALYSIS AND REDESIGN BY FORESITE GROUP AND/OR OTHER

CONSULTANTS, WITHOUT DELAYING THE PROJECT SCHEDULE.

3.D. IMMEDIATELY REPORT TO THE COR AND THE ENGINEER THE RESULTS OF STEPS (A),

(B) AND (C) WHICH MIGHT INDICATE ANY DISCREPANCY BETWEEN ACTUAL CONDITIONS

AND THOSE SHOWN ON THE PLAN, AND ANY POTENTIAL CONFLICTS BETWEEN

PROPOSED IMPROVEMENTS AND EXISTING CONDITIONS.

TESTING PITTING DEFINED: FOR THE PURPOSES OF THIS CONTRACT, EXCAVATION OF

UTILITY TRENCHES DOES NOT CONSTITUTE TEST PITTING. TEST PITTING IS A SEPARATE

OPERATION COMPLETED AT LEAST SEVEN DAYS BEFORE UTILITY INSTALLATION IS

SCHEDULED TO BEGIN. TEST PITTING MEANS EXCAVATION TO EXPOSE EXISTING

UTILITIES IN TWO SITUATIONS: (1) WHERE PROPOSED IMPROVEMENTS CROSS EXISTING

UTILITIES (PIPES, LINES, STRUCTURES, APPURTENANCES) AND; (2) WHERE PROPOSED

UTILITES ARE DESIGNED TO CONNECT TO EXISTING UTILITIES. TEST PITTING INCLUDES

RECORDING THE TYPE, SIZE, LOCATION AND ELEVATION OF THE EXPOSED UTILITIES,

AND FAXING AND MAILING THE RECORD TO THE COR AND THE ENGINEER. THE RECORD

MAY BE LEGIBLE HAND-WRITTEN FIELD SKETCH.

4. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY

ADJACENT STRUCTURES OR PROPERTY, OR ANY EXISTING STRUCTURES WITHIN

LIMITS OF CONSTRUCTION THAT ARE DESIGNATED ON THE PLANS TO REMAIN, AND

SHALL REPAIR OR REPLACE SUCH DAMAGED PROPERTY TO THE COR'S SATISFACTION

AT NO COST TO THE VA.

5. THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS

WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER.

6. CONTRACTOR IS RESPONSIBLE FOR CONTACTING VETERANS AFFAIRS AND ALL

EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL UTILITIES FROM THEIR

EXISTING LOCATION ON THE SITE. THE CONTRACTOR SHALL PERFORM ALL UTILITY

DEMOLITION OR RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING

UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

7. THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE TEMPORARY

MEASURES AS NECESSARY TO MAINTAIN ACCESS TO THE SITE THROUGH ALL

ENTRANCES AT ALL TIMES DURING CONSTRUCTION.

8. CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN COUNTY, CITY OR STATE

RIGHT-OF-WAY, AND MUST BE STORED WITHIN SITE. THE VA ASSUMES NO

RESPONSIBILITY FOR EQUIPMENT STORED OR PARKED ON SITE. CONTRACTOR SHALL

DELIVER EQUIPMENT WHEN PREPARING THE SITE AND READYING FOR THE

INSTALLATION.

9. NO HAZARDOUS MATERIALS ARE ANTICIPATED ON SITE, HOWEVER SHOULD

HAZARDOUS MATERIALS BE ENCOUNTERD, THE CONTRACTOR SHALL DISPOSE OF

SUCH MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL LAWS.

10. ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY DISPOSED OF, OFF SITE.

SITE PLAN NOTES:

1. ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE

PROPOSED STRUCTURE LOCATION ARE GIVEN AT THE OUTSIDE FACE OF THE

STRUCTURE CORNERS.

2. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING

CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE

PROCEEDING WITH ANY NEW CONSTRUCTION.

3. CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT

OF ALL TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB AND GUTTER,

SIDEWALKS, WALLS, AND UTILITIES.

4. IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS

OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO

ROOT SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH,

TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE

COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL

REMOVAL OF THESE MATERIALS.

5. COORDINATE AS REQUIRED WITH VA INSPECTIONS DURING CONSTRUCTION FOR

REQUIRED INSPECTIONS.

6. ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH THE APPROPRIATE

LOCATION WIRE AND TAPE.

7. NOTIFY THE COR OF ANY SCHEDULED OUTAGES 7 DAYS PRIOR TO THE OUTAGE.

8. CONTRACTOR TO HAND DIG IF WITHIN 5 FEET OR ANY UNDERGROUND UTILITIES.

UG/E

FOC

T10"

T2"

T6"

T8"

CONC. W

ALK

CONC. W

ALK

FOC

CONC. W

ALK

FOC

UG/E

POW

POWPOW

POW

POW POW

POW

POW POW

POW T

OHP

GENERATOR PAD

FFE = 36.15

34.80

TP 36.15

35.65

TP36.15

35.27

TP36.15

TP 36.15

34.92

TP36.15

34.53

33.61

33.67

33.97

36.15 35.00

BP34.09

BP33.76

BP34.27

34.62

33.89

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

Revisions: Date

CONSULTANTS: VA PROJECT NUMBER

Building Number

Drawing Number

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

VA NEW YORK HARBOR HEALTHCARE SYSTEM,

ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468 JULY 20, 2021

85, 86, 87

630A4-18-41519-227

BID DOCUMENTS

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

FULLY SPRINKLERED

20-1-SA

CIVIL ENGINEER:

Brett Basquin, PE 2128 Moores Mill Road

Suite C Auburn, AL 36830

(O) 334.887.6064 ext. 302

(F) 334.887.6024

BRETT BASQUIN, SOLE PROPRIETOR

SCALE IN FEET

2010510 1" = 10'

GRADING & EROSION CONTROL PLAN

1"=10'

CG101

JMRNRS

CIVIL GRADING AND EROSION

CONTROL PLAN

2 3

KEY PLAN

SITE

XXXX

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING UNDERGROUND POWER LINE

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED TOP OF PAD/BOTTOM OF PAD SPOT

ELEVATION

PROPOSED SILT FENCESF SF SF

XXXX

XXXX.XX

KEY NOTES:

1. PROPOSED SILT FENCE. SILT FENCE TO REMAIN IN PLACE UNTIL

SITE IS COMPLETELY STABILIZED (SEE DETAIL ON SHEET C-501,

TYP.)

2. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED WHEN

WORK IS NOT ACTIVELY IN PROGRESS (TYP.)

3. CONTRACTOR SHALL RESTORE GRADES BACK TO EXISTING

ELEVATIONS AFTER REMOVAL OF TEMPORARY TRANSFORMER

GRADING & EROSION CONTROL NOTES:

1. ALL SPOT ELEVATIONS SHOWN ARE AT THE EDGE OF PAVEMENT UNLESS OTHERWISE

NOTED.

2. ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 1.5% CROSS-SLOPE AWAY FROM THE

BUILDING.

3. THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT IN STORM WATER

CONVEYANCE CHANNELS AND PIPES AT END OF CONSTRUCTION WHEN DISTURBED

AREAS HAVE BEEN STABILIZED.

4. COORDINATE WITH VA INSPECTIONS DURING CONSTRUCTION.

5. CONSTRUCT EROSION CONTROL BARRIERS PER VA STANDARDS INSPECTOR AND

MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.

6. THE CONTRACTOR SHALL RE-ESTABLISH ALL AREA WHICH IS DAMAGED OR DISTURBED

TO ORIGINAL CONDITIONS OR BETTER DURING AUTHORIZED WORK.

7. MAXIMUM CUT OR FILL SLOPES IS 4H:1V

8. IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF EXISTING CONDITIONS, UNLESS

OTHERWISE NOTED, THE CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT NOT LIMITED TO

ROOT SYSTEMS, CONCRETE, REINFORCED CONCRETE, ASPHALT DEBRIS, UNDERBRUSH,

TOPSOIL, AND OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE

COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY FOLLOWING FULL

REMOVAL OF THESE MATERIALS.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL

ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF

EROSION CONTROL DEVICES. 24 HR. CONTACT: NATHAN SPENCE, P.E. (205) 397-0370

10. NO PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA PER

PANEL 3604970234F DATED 09/05/2007

11. EROSION CONTROL MEASURES ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER

CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED.

12. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL TAKE

PLACE PRIOR TO OR CONCURRENT WITH ALL LAND DISTURBING ACTIVITIES

THROUGHOUT THE ENTIRE PROJECT.

13. ANY AREA THAT HAS BEEN DISTURBED AND WILL REMAIN SO FOR MORE THAN 7 DAYS

SHALL BE SEEDED AND MULCHED WITHIN 5 DAYS OF BEING DISTURBED.

14. EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF

FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

15. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION

OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH,

ALL LAND DISTURBING ACTIVITIES THROUGHOUT THE ENTIRE PROJECT.

16. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE

STRUCTURES, INDICATING THE 1/3 FULL VOLUME.

17. WHEN SILT FENCES BECOME 1/3 FULL OF SEDIMENT, THE SEDIMENT MUST BE REMOVED.

18. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND

PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE

RESPONSIBILITY OF THE CONTRACTOR.

19. THE PROFESSIONAL WHO SEALS THIS PLAN CERTIFIES UNDER PENALTY OF LAW THAT

THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN

BY THE PROFESSIONAL OR THE PROFESSIONAL'S AUTHORIZED AGENT, UNDER THE

PROFESSIONAL'S DIRECT SUPERVISION.

20. ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATE

SEASON. ADDITIONAL PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS

FAILS TO GROW.

21. TOPSOIL SHALL BE STOCKPILED AND USED TO DRESS FINAL GRADES.

22. MULCH OR TEMPORARY GRASSING SHALL BE APPLIED TO ALL EXPOSED AREAS WITHIN

SEVEN DAYS OF DISTURBANCE.

23. GRASSING REQUIRED AT A MINIMUM OF EVERY (SEVEN) DAYS OR AS DIRECTED BY

QUALIFIED PERSONNEL.

24. ADDITIONAL BMPS MAY BE REQUIRED BY THE ENGINEER AND/OR THE VA OVER THE

COURSE OF THE PROJECT TO MINIMIZE SEDIMENT RELEASE FROM THE SITE.

25. ALL BMPS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE NEW YORK

STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

1'-0"

FIN GR

#5 @ 12" O.C.

GENERATOR PAD SECTION

3/4" = 1'-0"

T/SLAB EL

1' -0

TYPICAL THICKENED GRADE

SUPPORTED SLAB AT STEEL STAIR

3/4" = 1'-0"

1'-0" 1'-0"

NOTE:

EXTEND THICKENED SLAB 1'-0" BEYOND

EITHER SIDE OF STAIR

STAIR STRINGER

L4x4x5/16 W/ 5/8" DIA EXP ANCHOR

W/ 6" MIN EMBED

WWF

2#5 CONT BOT

4@12"

2' -0

A X

-0

2'-0"

SLAB AT GENERATOR PAD

3/4" = 1'-0"

#5 @ 12" O.C.

1'-0"

#5 @ 12" O.C.

T/SLAB EL

1' -0

2' -0

A X

-0

2'-0" #5 @ 12" O.C.

T/SIDEWALK EL

CONCRETE SIDEWALK

2 EXPANSION JOINT

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

VA FORM 08-6231

Dwg. of

Location

Office of Construction and Facilities Management

PROJECT MANAGER: ACG Project Number

Revisions: Date

CONSULTANTS: VA PROJECT NUMBER

Building Number

Drawing Number

VA FORM 08-6231

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

Dwg. of

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 NC License #: C-1848

VA NEW YORK HARBOR HEALTHCARE SYSTEM,

ST. ALBANS CAMPUS

179-00 LINDEN BLVD,

JAMAICA, NY 1134-1468 JULY 20, 2021

85, 86, 87

630A4-18-41519-227

BID DOCUMENTS

INSTALL GENERATOR FOR

BUILDINGS 85, 86 AND 87 (SA)

FULLY SPRINKLERED

20-1-SA

CIVIL ENGINEER:

Brett Basquin, PE 2128 Moores Mill Road

Suite C Auburn, AL 36830

(O) 334.887.6064 ext. 302

(F) 334.887.6024

BRETT BASQUIN, SOLE PROPRIETOR

C-501

JMRNRS

CIVIL STANDARD DETAILS

3 3

C-501

SILT FENCE DETAIL

NOT TO SCALE

C-501

CONCRETE SIDEWALK

NOT TO SCALE

C-501

CONCRETE POST BARRICADES

NOT TO SCALE

C-501

TREE PROTECTION FENCE DETAIL

NOT TO SCALE

C-501

Sheets and Views

CS101 CIVIL DEMOLITION & SITE PLAN

CG101 CIVIL GRADING AND EROSION CONTROL PLAN

C-501 CIVIL STANDARD DETAILS

File details come from the government source that posted it. Updated Aug 2, 2021.