Drawings 2 of 15 CIVIL 1.pdf

PDF 15 MB Posted Dec 20, 2023

Attached to: Y1AZ--TIERED EVALUATIONS - Build New Community Living Center Minor Construction - Montrose 620-334
Solicitation number: 36C77623R0156
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details for a federal contract opportunity to construct a new community living center. The solicitation number is 36C77623R0156 for the project "Y1AZ--TIERED EVALUATIONS - Build New Community Living Center Minor Construction - Montrose 620-334" issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The related file is engineering drawings for the civil site work in PDF format totaling 15MB. The opportunity type is listed as a solicitation, suggesting the government is requesting bids for the construction of a new veterans community living center.

View the file

Other files

File	Type	Posted
620-334-Responses to Tech Questions - 1-30-24.pdf	PDF	Jan 30, 2024
36C77623R0156 0003.pdf	PDF	Jan 30, 2024
620-334-Pre Bid Presentation20240109.pdf	PDF	Jan 25, 2024
36C77623R0156 0002.pdf	PDF	Jan 25, 2024
620-334-Responses to Tech Questions - 1-25-24.pdf	PDF	Jan 25, 2024
Site Visit Sign-In Sheet - 01-09-24.pdf	PDF	Jan 12, 2024
36C77623R0156 0001.pdf	PDF	Jan 12, 2024
DBA Wage Rates - Westchester County - 01-05-24.pdf	PDF	Jan 12, 2024
Drawings 8 of 15 ARCHITECTURAL 3.pdf	PDF	Dec 20, 2023
Site Visit Campus Map.pdf	PDF	Dec 20, 2023
Drawings 14 of 15 ELECTRICAL 1.pdf	PDF	Dec 20, 2023
Specifications 10-30-23.pdf	PDF	Dec 20, 2023
Small Business Subcontracting Plan Model.docx	DOCX document	Dec 20, 2023
Drawings 5 of 15 STRUCTURAL.pdf	PDF	Dec 20, 2023
RFP 36C77623R0156 - 12-20-23.pdf	PDF	Dec 20, 2023
Drawings 12 of 15 PLUMBING.pdf	PDF	Dec 20, 2023
Drawings 1 of 15 GENERAL.pdf	PDF	Dec 20, 2023
Drawings 4 of 15 LANDSCAPE.pdf	PDF	Dec 20, 2023
Drawings 6 of 15 ARCHITECTURAL 1.pdf	PDF	Dec 20, 2023
Drawings 7 of 15 ARCHITECTURAL 2.pdf	PDF	Dec 20, 2023
Drawings 10 of 15 ARCH SIGN-EQUIP.pdf	PDF	Dec 20, 2023
Drawings 13 of 15 MECHANICAL.pdf	PDF	Dec 20, 2023
DBA Wage Rates - Westchester County - 11-17-23.pdf	PDF	Dec 20, 2023
Limitations on Subcontracting - Construction.docx	DOCX document	Dec 20, 2023
Drawings 15 of 15 ELECTRICAL 2.pdf	PDF	Dec 20, 2023
Brand Name J_A - Montrose.pdf	PDF	Dec 20, 2023
Site Visit Instructions.pdf	PDF	Dec 20, 2023
Drawings 11 of 15 FIRE PROTECTION.pdf	PDF	Dec 20, 2023
Drawings 9 of 15 ARCHITECTURAL 4.pdf	PDF	Dec 20, 2023
Drawings 3 of 15 CIVIL 2.pdf	PDF	Dec 20, 2023
Construction Cost Breakdown.pdf	PDF	Dec 20, 2023

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EX. S.D.

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EXISTING TRANSFORMER

EXISTING FIRE HYDRANT #15

PROTECT IN PLACE

BOTH CURRENT AND

RELOCATED LOCATION

SEE DETAIL B8, SHEET CG501

EXISTING FIRE HYDRANT

PROTECT IN PLACE

SEE DETAIL B8, SHEET CG501

CONTRACTOR - USE EXISTING

DRIVE FOR ACCESS

CONTRACTOR:

DO NOT ACCESS SITE

THROUGH PARKING LOT

EXISTING SECTIONAL SWITCH #11

PROTECT IN PLACE

110.45

EX. RIM

110.18

EX. RIM

111.62

EX. RIM

108.30

EX. RIM

114.10

EX. RIM114.34

RIM

113.34

RIM

112.44

EX. RIM

112.54

EX. RIM

111.09

EX. GRATE

111.33

EX. GRATE

112.73

EX. RIM

114.79

EX. RIM

114.16

EX. RIM

112.47

EX. RIM

109.55

EX. RIM

114.71

EX. RIM

116.39

EX. RIM

DEMO'D BUILDING 25

DEMO'D BUILDING 10

DEMO'D BUILDING 9

EXISTING SECTIONAL SWITCH #12

PROTECT IN PLACE

. N

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EX. NAT. GAS

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EX. NAT. GAS

EXISTING FIRE HYDRANT

PROTECT IN PLACE

SEE DETAIL B8, SHEET CG501

EX. ELEC.

EMH #25

EX. ELEC.

EMH #26A

EX. ELEC.

EMH #26

EX. ELEC.

EMH #27

EX. ELEC.

EMH # 28

113.74

EX TC

112.04

EX TC

108.07

EX TC

107.78

EX TC

106.46

EX TC

107.06

EX TC

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EX TC

108.11

EX TC

BENCHMARK #1

SW CORNER OF INLET GRATE

N: 876701.7687 E: 648421.7922

ELEV.=112.63'

BENCHMARK #2

CENTER OF ELECTRIC

MANHOLE COVER

N: 876275.3829 E: 648476.6003

ELEV.=112.45'

EX. COMM.

TMH #26

EX. COMM.

TMH #27

. C

EX. ELECTRICAL

EX. COMM.

. C

. E

EXISTING TRANSFORMER

EX. COMM.

TCMH #24

GAS

EX. SAN. SEWER

EX. S.D. EX. S.D.

EX. ELECTRICAL

EX. ELEC.

EMH #24

EX. COMM.

TMH #24

F1 CIVIL SURVEY PLAN

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

BACK OF CURB

EDGE OF PAVEMENT

EX. CONCRETE

EX. A.C. PAVEMENT

FENCE LINE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

STREETLIGHT

WATER VALVE

STEAM MANHOLE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING NEW

UTILITY TUNNEL

F/F FACE TO FACE

FF EL FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FM FORCED MAIN SEWER

FOC FACE OF CURB

FT FEET OR FOOT

FTG FOOTING

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HNDRL HANDRAIL

HORIZ HORIZONTAL

ID INSIDE DIAMETER OR INSIDE DIMENSION

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LP LOW POINT

LS LUMP SUM

MATL MATERIAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MTG MEETING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

PC POINT OF CURVE

PCT PERCENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRKG PARKING

PROJ PROJECT

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

QTY QUANTITY

R RADIUS

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RW ROADWAY

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BRG BEARING

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTER LINE

CLASS CLASSIFICATION

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO SEWER CLEAN OUT

CONC CONCRETE

CONSTR CONSTRUCTION

COORD COORDINATE

CORR CORRIDOR

CU FT CUBIC FEET

CU YD CUBIC YARD

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EL ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EQUIP EQUIPMENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EX EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SMH STEAM MANHOLE

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TOC TOP OF CURB

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF WALL

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UGND UNDERGROUND

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VAR VARIES

VC VERTICAL CURVE

VERT VERTICAL

VIC VICINITY

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

VF102

TELECOMUNNICATIONS

STEAM PIPING

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION.

CONTRACTOR TO PROVIDE UTILITY LOCATION SERVICE PRIOR TO EXCAVATION FOR VERIFICATION OF LOCATION AND DEPTH OF ALL UTILITIES TO PROVIDE NON-INTERRUPTION OF SERVICE, TO

ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE THERETO. UTILITIES

DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE

REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

EXCAVATION NOTE

CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

Revisions: Date:

ISSUED FOR

CONSTRUCTIONA/E:

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins

05/09/2022

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

620-334

CLC

2094 Albany Post Road, Montrose, NY 10548

NEW COMMUNITY LIVING

CENTER

CIVIL SURVEY PLAN

VF101

STRUBLEPERKINS

1"=30'

030' 30' 60'15'

FIRE HYDRANT #15 TEST RESULTS

TEST DATE: 10/24/2020

RESIDUAL PRESSURE - 50 PSI

APPROXIMATE GPM - 1190 GPM

THIS SHEET FOR REFERENCE ONLY - CURRENT CONDITIONS

DEDUCTIVE ALTERNATES

SEE SHEET CS103 FOR DEDUCTIVE ALTERNATES

VF102

05/09/2022

EXPIRES: 12/31/24

N.T.S.A7 WEST TOWARDS BUILDING 6

N.T.S.B7 EAST TOWARDS DRIVE INTERSECTION

N.T.S.F7 EAST TOWARDS BUILDING SITE

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

Revisions: Date:

ISSUED FOR

CONSTRUCTIONA/E:

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins

05/09/2022

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

620-334

CLC

2094 Albany Post Road, Montrose, NY 10548

NEW COMMUNITY LIVING

CENTER

CIVIL SURVEY PLAN

REFERENCE IMAGES

VF102

STRUBLEPERKINS

THIS SHEET FOR REFERENCE ONLY - CURRENT CONDITIONS

N.T.S.B1 EMH #28 PHOTOS

N.T.S.C1 EMH #26 PHOTOS

N.T.S.E1 EMH #26A PHOTOS

N.T.S.F1 EMH #25 PHOTOS

05/09/2022

SD SD SD SD SD SD SD

S S S S S S S

S S

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X X X X X X X X X X

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GAS

GAS GAS GAS GAS GAS GAS

GAS

W W W W

X X X X X X X

T T T T T T

T T

STAGING AREA

12,500 SF

. E

EX. ELECTRICAL

. C

C O

M M

O M

EX. COMM.

EX. WATER

. W

EX. W

ATER

. W

EX. S.D. EX

. S

EX. S.D.

. S

EX. S.D.

. S

. W

EX. WATER

. S

EX. SAN. SEWER

EX. WATER

. W

EX. S.D.

. S

E X. COMM.

EX. WATER

PREVIOUSLY DEMO'D

BUILDING

PREVIOUSLY DEMO'D

BUILDING

15 6

EXISTING

BUILDING 6

EXISTING UTILITY ENCLOSURE

AND TRANSFORMER PROTECT IN PLACE

CONTRACTOR - USE EXISTING

DRIVE FOR ACCESS

CONTRACTOR:

DO NOT ACCESS SITE

THROUGH PARKING LOT

EXISTING UTILITY ENCLOSURE

PROTECT IN PLACE

EXISTING SECTIONAL SWITCH #11

PROTECT IN PLACE

EXISTING SECTIONAL SWITCH #12

PROTECT IN PLACE

EX. ELEC.

EMH # 25

EX. ELEC.

EMH # 26A

EX. ELEC.

EMH # 26

EX. ELEC.

EMH # 27

EX. ELEC.

EMH # 28

EX. COMM.

TMH # 26

EX. COMM.

TMH # 27

EX. COMM.

TCMH # 24

PREVIOUSLY DEMO'D

BUILDING - EXISTING FOUNDATION EXISTS

EXCAVATE EXISTING FOUNDATION WHERE

NECESSARY FOR UTILITY TRENCHING AND

NEW BUILDING FOUNDATION/BASEMENT

- SEE SHEETS CG101 AND CU101

. C

CONTRACTOR SHALL MAINTAIN

CLEAR EXIT PATH FROM BUILDING 6.

CONTRACTOR SHALL PROVIDE

SIGNAGE DIRECTING PEDESTRIANS

ALONG PATH TO PUBLIC WAY

DURING CONSTRUCTION. COORDINATE

SIZE, COLOR, AND TYPE WITH COR.

CONTRACTOR TO CONSTRUCT

6' TEMPORARY WALKWAY CONSISTING

OF LARGE CONCRETE PAVERS LAID OUT

ON THE GRASS CONNECTING THE ORIGINAL

WALKWAY. WALKWAY TO BE LEVEL AND

UNOBSTRUCTED EGRESS - 2% MAX. SLOPE.

TEMPORARY PATH TO BE REMOVED AFTER

CONSTRUCTION COMPLETION AND RESTORE

LANDSCAPE TO ORIGINAL CONDITION.

SD SD SD SD SD

S S S S S

SD SD SD SD SD SD

SSSSS S S S S S S

SD SD

S S S

SD SD SD

GAS

TEX. ELEC.

EMH # 24

EX. COMM.

TMH # 24

F1 CIVIL DEMOLITION PLAN

GAS

LEGEND

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

EX. A.C. PAVEMENT

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING NEW

WATERLINE - FIRE

CURB

STORM DRAIN INLET

UTILITY POINT OF DISCONNECT

EX. CONCRETE TO BE REMOVED

EX. TO BE REMOVED

8' HIGH CONSTRUCTION FENCING X X

QUANTITY UNITSDESCRIPTION

REMOVE EXISTING SIDEWALK 350

EXISTING WATER LINE PIPE TO BE REMOVED AT UTILITY DISCONNECT SYMBOL ON PLAN

EXISTING TREE TO BE REMOVED IN IT'S ENTIRETY, INCLUDING ROOTS

EXISTING STORM DRAIN CATCH BASIN AND CONNECTING S.D. PIPE TO BE REMOVED IF PRESENT

EXISTING CONCRETE SIDEWALK TO BE REMOVED

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION.

CONTRACTOR TO PROVIDE UTILITY LOCATION SERVICE PRIOR TO EXCAVATION FOR VERIFICATION OF LOCATION AND DEPTH OF ALL UTILITIES TO PROVIDE NON-INTERRUPTION OF SERVICE, TO

ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE THERETO. UTILITIES

DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE

REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

STREETLIGHT

EXISTING STORM DRAIN MANHOLE TO BE REMOVED

EXISTING STORM DRAIN PIPE TO BE REMOVED AT UTILITY DISCONNECT SYMBOL ON PLAN

EXISTING CONCRETE CURB TO BE REMOVED

EXISTING UTILITY TO REMAIN, PROTECT IN PLACE

EXISTING COMMUNICATION CONCRETE DUCT BANK TO BE REMOVED AT UTILITY DISCONNECT SYMBOL ON PLAN

EXISTING ELECTRICAL CONCRETE DUCT BANK TO BE REMOVED AT UTILITY DISCONNECT SYMBOL ON PLAN

EXISTING ELECTRICAL MANHOLE TO BE REMOVED

EXISTING SIGN TO BE REMOVED

EXISTING FIRE SERVICE VALVE TO BE REMOVED, CONTRACTOR TO VERIFY NO LONGER IN USE. IF IN USE, CONTRACTOR TO REPLACE

EXISTING PAVEMENT STRIPING TO BE REMOVED

REMOVE EXISTING WATERLINE 515 LF

REMOVE EXISTING STORM DRAIN PIPE 120 LF

REMOVE EXISTING STORM DRAIN CATCH BASIN 2 EA

REMOVE EXISTING COMMUNICATION DUCT BANK 803 LF

REMOVE EXISTING ELECTRICAL DUCT BANK 1,013 LF

REMOVE EXISTING ELECTRICAL/TELECOM MANHOLE 3 EA

REMOVE EXISTING SIGN 1 EA

REMOVE EXISTING FIRE SERVICE VALVE 1 EA

REMOVE EXISTING CONCRETE CURB 100 LF

REMOVE EXISTING TREE 11 EA

REMOVE EXISTING PAVEMENT 200 SF

F/F FACE TO FACE

FF EL FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FM FORCED MAIN SEWER

FOC FACE OF CURB

FT FEET OR FOOT

FTG FOOTING

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HNDRL HANDRAIL

HORIZ HORIZONTAL

ID INSIDE DIAMETER OR INSIDE DIMENSION

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LP LOW POINT

LS LUMP SUM

MATL MATERIAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MTG MEETING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

PC POINT OF CURVE

PCT PERCENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRKG PARKING

PROJ PROJECT

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

QTY QUANTITY

R RADIUS

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RW ROADWAY

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BRG BEARING

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTER LINE

CLASS CLASSIFICATION

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO SEWER CLEAN OUT

CONC CONCRETE

CONSTR CONSTRUCTION

COORD COORDINATE

CORR CORRIDOR

CU FT CUBIC FEET

CU YD CUBIC YARD

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EL ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EQUIP EQUIPMENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EX EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SMH STEAM MANHOLE

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TOC TOP OF CURB

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF WALL

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UGND UNDERGROUND

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VAR VARIES

VC VERTICAL CURVE

VERT VERTICAL

VIC VICINITY

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

UNDERGROUND TELECOMMUNICATIONS T

STEAM PIPING

EXISTING FIRE HYDRANT #15 TO BE RELOCATED - SEE SHEET CU101 FOR NEW LOCATION AND INSTALLATION INFORMATION

RELOCATE FIRE HYDRANT #15 1 EA

EXCAVATION NOTE

CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.

EXISTING ELEC./COMM. DUCT BANK DEMOLITION POINT - SEE ELECTRICAL PLANS ED100 FOR ADDITIONAL INFORMATION.

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

Revisions: Date:

ISSUED FOR

CONSTRUCTIONA/E:

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins

05/09/2022

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

620-334

CLC

2094 Albany Post Road, Montrose, NY 10548

NEW COMMUNITY LIVING

CENTER

CIVIL DEMOLITION PLAN

CD101

STRUBLEPERKINS

1"=30'

030' 30' 60'15'

REMOVE EXISTING STORM DRAIN MANHOLE 1 EA

EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE - SEE DETAIL B8, SHEET CG501

1. ALL WORK DETAILED ON THESE PLANS AND PERFORMED UNDER THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE GEOTECHNICAL REPORT. WHERE APPLICABLE, TOWN OF CORTLANDT, MUNICIPAL CODE SHALL APPLY.

2. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS, INCLUDING EPA REGULATIONS WITH RESPECT TO STORM WATER DISCHARGE.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL OBSTRUCTIONS INCLUDING ALL UNDERGROUND UTILITIES. THE CONTRACTOR'S SURVEYOR SHALL DOCUMENT THE HORIZONTAL LOCATION AND ELEVATION OF UTILITIES THAT ARE EXPOSED. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OR ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.

CONTRACTOR SHALL COMPLETE AND SUBMIT VA DIG PERMIT FOR VA APPROVAL PRIOR TO ANY GROUND PENETRATIONS, EXCAVATIONS, AND BORINGS. CONTRACTOR SHALL INCLUDE UNDERGROUND UTILITY INVESTIGATION REPORT WITH VA PERMIT. COORDINATE WITH VA

COR.

4. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES, AND APPURTENANCES ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION, SHALL BE COORDINATED WITH THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR DELAYS OR INCONVENIENCES CAUSED BY UTILITY COMPANY WORK CREWS. THE CONTRACTOR MAY BE REQUIRED TO RESCHEDULE HIS ACTIVITIES TO

ALLOW UTILITY CREWS TO PERFORM THEIR REQUIRED WORK.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND

APPROVED BY THE VA COR.

6. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY AND/OR PROJECT LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES RESULTING FROM CONSTRUCTION PROCESS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

7. THE CONTRACTOR SHALL NOT STORE EQUIPMENT OR MATERIAL OUTSIDE THE CONSTRUCTION LIMITS WITHOUT THE PERMISSION OF THE

VA.

8. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY THE VA AND THE LOCAL, STATE, AND FEDERAL AGENCIES PRIOR TO COMMENCING CONSTRUCTION. THIS INCLUDES BUT IS NOT LIMITED TO VA DIG PERMITS, EPA STORM WATER PERMIT, ETC.

9. ALL PROPERTY CORNERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALL PROPERTY

CORNERS MUST BE RESET BY A REGISTERED LAND SURVEYOR.

10. THE CONTRACTOR SHALL PREPARE A CONSTRUCTION TRAFFIC CONTROL AND SIGNING PLAN AND OBTAIN APPROVAL OF SUCH PLAN FROM THE CONTRACT OFFICER'S REPRESENTATIVE (COR), PRIOR TO BEGINNING ANY CONSTRUCTION WORK ON OR ADJACENT TO

EXISTING STREETS.

11. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTIONS OF THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), US DEPARTMENT OF TRANSPORTATION, LATEST EDITION.

12. THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNING AT ALL TIMES. THE CONTRACTOR SHALL VERIFY

THE PROPER LOCATION OF ALL BARRICADING AT THE END AND BEGINNING OF EACH DAY.

13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO CONFORM WITH EPA REQUIREMENTS, INCLUDING COMPLIANCE WITH NPDES PHASE 2 REQUIREMENTS. THIS INCLUDES PREPARATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), FILING THE NOTICE

OF INTENT AND MAINTENANCE OF SWPPP BEST MANAGEMENT PLANS (BMP'S).

NOTE:

UTILITY BURY DEPTHS NOT VERIFIED. CONTRACTOR TO POTHOLE VERIFY ALL UTILITIES WITHIN CONSTRUCTION AREA PRIOR TO CONSTRUCTION. SEE SHEET CU101 "UTILITY SEPARATION NOTES" FOR STANDARD UTILITY DEPTH AND SEPARATION REQUIREMENTS.

EXISTING SATELLITE DISH, POLE, AND FOUNDATION TO BE RELOCATED. COORDINATE WITH COR.

EXISTING MINI-PUTT COURSE TO BE RELOCATED. COORDINATE WITH COR.

RELOCATE EXISTING SATELLITE DISH, POLE, FOUNDATION 2 EA

RELOCATE EXISTING MINI-PUTT STRUCTURE 9 EA

EXISTING CONCRETE PILE TO BE REMOVED

EXISTING CHAIN LINK FENCE TO BE REMOVED AND RE-INSTALLED

PROTECTION IS TEMPORARY AND IS TO BE REMOVED AT THE COMPLETION OF THE PROJECT OR WHEN APPROVED BY THE VA COR.

VALVE BOX WITH TRAFFIC RATED VALVE BOX AT FINISH GRADE - SEE SHEET CG101

TELECOMMUNICATIONS MANHOLE

PROTECTION IS TEMPORARY AND IS TO BE REMOVED AT THE COMPLETION OF THE PROJECT OR WHEN APPROVED BY THE VA COR.

EXISTING TREE TO REMAIN, PROTECT IN PLACE - SEE DETAIL C7, SHEET CG505

PROTECTION IS TEMPORARY AND IS TO BE REMOVED AT THE COMPLETION OF THE PROJECT OR WHEN APPROVED BY THE VA COR.

REMOVE/RELOCATE EXISTING CONSTRUCTION FENCING 2,905 LF

EX. CONCRETE

ROCK EXCAVATION 3,635 CY

AREA OF ANTICIPATED ROCK EXCAVATION - SEE SPECIFICATIONS SECTION 31 20 00

EXISTING TRANSFORMER, FENCE AND CONCRETE PAD TO BE REMOVED, CUT AND REMOVE CONC. DUCT 3' FROM PAD TO

EXISTING ELEC./ COMM. CONC. DUCT BANK TO REMAIN FOR CONNECTION WITH NEW CONC. DUCT BANK - SEE SHEET ES100

ROCK EXCAVATION LIMITS

DEDUCTIVE ALTERNATES

SEE SHEET CS103 FOR DEDUCTIVE ALTERNATES

EXISTING COMMUNICATION CONCRETE DUCT BANK TO BE ABANDONED IN PLACE

EXISTING ELECTRICAL CONCRETE DUCT BANK TO BE ABANDONED IN PLACE

TRANSFORMER FOR NEW CONCRETE DUCT BANK - SEE SHEET ED100 FOR ADDITIONAL INFORMATION

EXISTING ELECTRICAL CONCRETE DUCT BANK TO BE REMAIN - CUT 3' OUTSIDE TRANSFORMER /SECTIONAL SWITCH PAD FOR NEW

CONC. DUCT BANK CONNECTION - SEE SHEET ED100 FOR ADDITIONAL INFORMATION

EX. TELECOM / ELECTRICAL CONCRETE DUCT BANK

TO BE ABANDONED IN PLACE T

SEE ELECTRICAL SHEET ED100 FOR TELECOM AND ELECTRICAL PHASING

05/09/2022

CLC

FF=116.50

25.00'

5.00'

11.00' 11.00'

5.00'

9.00'

18.00'

25.00'

20.00'

9.96'

8.00'

L1 L2

C2 L3

L7L8

C10

C11

C12

C14

C15

L10

C16

C17 L11 L12

L15

L17L18

L23

L27

EXISTING FIRE HYDRANT

PROTECT IN PLACE

SEE DETAIL B8, SHEET CG501

CONTRACTOR - USE EXISTING

DRIVE FOR ACCESS

EXISTING

BUILDING 6

L24

L25

C58L64

L66 C59

CONSTRUCT BOLLARDS W/ SWING GATE -

CONSTRUCT SIGN "EMERGENCY VEHICLES ONLY"

SEE DETAIL B1, SHEET CG502

VAN

ACCESSIBLE

PARKING

W/ SIGNS

CONTRACTOR:

DO NOT ACCESS SITE

THROUGH PARKING LOT.

EXISTING SECTIONAL SWITCH #11

PROTECT IN PLACE

SEE DETAIL B8, SHEET CG501

5.00'

6.00'INSTALL PLANTERS

AND BOLLARD PROTECTION

SEE LANDSCAPE SHEET LP302

24.50'

N62° 07' 18.85"E 219.449'

L=3 4.972

R =37.500

R =1

L=3 4.972R=37.500

S62° 07' 18.85"W 14.745'

.19

R =

S2 7°

' 4

1.1 5"

9.8

CONTRACTOR SHALL MAINTAIN

CLEAR EXIT PATH FROM BUILDING 6.

CONTRACTOR SHALL PROVIDE

SIGNAGE DIRECTING PEDESTRIANS

ALONG PATH TO PUBLIC WAY

DURING CONSTRUCTION. COORDINATE

SIZE, COLOR, AND TYPE WITH COR.

9.00'

18.00'

CONSTRUCTION SIGN

100W STLT

N: 876339.7747 E: 648093.7686

SEE ELECTRICAL PLANS ES100

100W STLT

N: 876441.6069 E: 648218.3613

SEE ELECTRICAL PLANS ES100

100W STLT

N: 876506.5757 E: 648183.9911

SEE ELECTRICAL PLANS ES100

100W STLT

N: 876565.1790 E: 648197.2051

SEE ELECTRICAL PLANS ES100

100W STLT

N: 876418.0034 E: 648275.1820

SEE ELECTRICAL PLANS ES100

EXISTING SECTIONAL SWITCH #12

PROTECT IN PLACE

SEE DETAIL B8, SHEET CG501

THE BLAST PROTECTION DESIGN OF THE EXTERIOR BUILDING

ENVELOPE IS BASED OFF OF THIS 47'-0" STAND OFF DISTANCE

FROM THE BUILDING PERIMETER. THE DESIGNERS OF RECORD

HAVE BEEN INFORMED THAT THERE IS NO PUBLIC ROADWAY

AND NO PARKING PLANNED TO ENCROACH ON THIS SETBACK

DISTANCE AND HAVE SIZED STRUCTURAL MEMBERS WITH THIS

STAND OFF DISTANCE FOR THE LIFE OF THIS STRUCTURE.

C135

C136

C13

C138

C139

L162

L165

L168

L177 L178 L179 L180

L181

7.30'

6.85'

17.01'

9.67' 8.71'9.17'

5.09'

7.51'

8.82'

4.79'

7.85'

9.17'

10.07'

9.38'

14.77'

11.00'

15.52'

5.00'

10.07'

10.68'

7.30'

7.50'

INSTALL PLANTERS

AND BOLLARD PROTECTION

SEE LANDSCAPE SHEET LP302

EXISTING FIRE HYDRANT

PROTECT IN PLACE

SEE DETAIL B8, SHEET CG501

MAINTAIN 30' MIN.

SEPARATION BETWEEN

CONSTRUCTION TRAILER

AND EXISTING BUILDINGS

EX. ELEC.

EMH # 25

NEW ELEC.

EMH # 26A

NEW COMM.

TMH # 26

EX. ELEC.

EMH # 27

EX. ELEC.

EMH # 28

100W STLT

N: 876477.2782 E: 648112.9741

SEE ELECTRICAL PLANS ES100

100W STLT

N: 876405.9973 E: 648152.4858

SEE ELECTRICAL PLANS ES100

100W STLT

N: 876346.4107 E: 648183.4572

SEE ELECTRICAL PLANS ES100

10.07'

10.84'

NEW ELEC.

EMH # 26B

L1 3L3

C21 C22

C23

L29

C25

L35 C2

C28

C32

C34

L36

L37

L38

L41

L44 L4

L46L47

L48

L49

L50

L51 L52

L53 L54

L55

L5 7 L58

L60 L61L62

L67

L69

L70

L7 1 L72

L73

L74

L76

L77 L78 L79

L81 L8

L84

C85

L85

L87

L88

L8 9 L90

19.86'

33.55'

L92

L93

L94L95 L96

C99

L97 L98 L99 C104

C1 05 C1

C107

C108

L100

L102

L103

L104 L105

L106

L108

L110 L111

L1 12L114

L117

L119L120 L121

L122

L123L124 L125

L126 C129

L127

C131

C132

C140

C141

L1 28 L1

C144

C145

L130

L131 C148

C149 L1

8.00'

C1 53 L134

L135

L136 L137

L1 38 L139

L140 L141

L143L1

L146

L1 47 L148

L149L1

L152 L1

L155 L156

L158 L159

L160

C182

L167 L169

L170

L171 L172L173

C1 89C1

N2 7°

' 4

1.1 5"

.55 4'

L = 3 9

. 2 7 0

R =5

0 .

N17°

' 18 .85

"E 34.

CONSTRUCT PIPE BOLLARD

SEE DETAIL C1, SHEET CG506

NOTE:

GAZEBO NOT IN SCOPE OF WORK

NEW ELEC.

EPB # 27

2.50'

NEW ELEC.

EPB # 25

8.00'

6.00' 8.00'

8.00'

20.00'

8.00'

12.00'

NEW ELEC.

EMH # 26

NEW COMM.

TPB # 27

EX. COMM.

TMH # 27

NEW. COMM.

TMH # 25

NEW. COMM.

TPB # 25

FUTURE BUILDING

CONTRACTOR TO CONSTRUCT

6' TEMPORARY WALKWAY CONSISTING

OF LARGE CONCRETE PAVERS LAID OUT

ON THE GRASS CONNECTING THE ORIGINAL

WALKWAY. WALKWAY TO BE LEVEL AND

UNOBSTRUCTED EGRESS - 2% MAX. SLOPE.

TEMPORARY PATH TO BE REMOVED AFTER

CONSTRUCTION COMPLETION AND RESTORE

LANDSCAPE TO ORIGINAL CONDITION.

81.05'

20.02'

6.00'

F1 CIVIL SITE PLAN

"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH

CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY

INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.

"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY

WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.

"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR

CONTRACTOR TO TEMPORARILY STAGE MATERIALS.

EXISTING NEW

LIMITS OF CONSTRUCTION

CONCRETE - STANDARD BROOM FINISH

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

8' HIGH CONSTRUCTION FENCE

SEWER/STORM PVC CLEAN-OUT

STORM DRAIN INLET

CONTRACTOR STAGING AREA

SAW-CUT LINE

STREETLIGHT

F/F FACE TO FACE

FF EL FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FM FORCED MAIN SEWER

FOC FACE OF CURB

FT FEET OR FOOT

FTG FOOTING

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HNDRL HANDRAIL

HORIZ HORIZONTAL

ID INSIDE DIAMETER OR INSIDE DIMENSION

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LP LOW POINT

LS LUMP SUM

MATL MATERIAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MTG MEETING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

PC POINT OF CURVE

PCT PERCENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRKG PARKING

PROJ PROJECT

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

QTY QUANTITY

R RADIUS

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RW ROADWAY

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BRG BEARING

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTER LINE

CLASS CLASSIFICATION

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO SEWER CLEAN OUT

CONC CONCRETE

CONSTR CONSTRUCTION

COORD COORDINATE

CORR CORRIDOR

CU FT CUBIC FEET

CU YD CUBIC YARD

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EL ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EQUIP EQUIPMENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EX EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SMH STEAM MANHOLE

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TOC TOP OF CURB

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF WALL

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UGND UNDERGROUND

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VAR VARIES

VC VERTICAL CURVE

VERT VERTICAL

VIC VICINITY

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,

PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS

OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY

VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION.

CONTRACTOR TO PROVIDE UTILITY LOCATION SERVICE PRIOR TO EXCAVATION FOR

VERIFICATION OF LOCATION AND DEPTH OF ALL UTILITIES TO PROVIDE NON-INTERRUPTION OF

SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE THERETO.

UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN LOCATION OF

SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

EXCAVATION NOTE

CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.

PLANTER BOLLARD AND DECORATIVE BOLLARD

ELECTRICAL MANHOLE

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

Revisions: Date:

ISSUED FOR

CONSTRUCTIONA/E:

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins

05/09/2022

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

620-334

CLC

2094 Albany Post Road, Montrose, NY 10548

NEW COMMUNITY LIVING

CENTER

CIVIL SITE PLAN

CS101

STRUBLEPERKINS

1"=30'

030' 30' 60'15'

NO BUILD ZONE

TELECOMMUNICATIONS MANHOLE

PIPE BOLLARD

CONCRETE - STAINED BROOM FINISH

DECORATIVE LOUVERED FENCE

STRUCTURAL DESIGN CONCRETE

SIDEWALK SCUPPER

COCO

DEDUCTIVE ALTERNATES

SEE SHEET CS103 FOR DEDUCTIVE ALTERNATES

05/09/2022

Line Table Line #

L10

L11

L12

L13

L14

L15

L16

L17

L18

L20

L21

L22

L23

L24

L25

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

Length

4.61

8.45

185.21

14.75

0.67

104.38

8.65

4.60

14.75

14.20

8.00

5.81

49.00

46.26

49.00

8.00

14.27

13.00

37.00

42.33

30.57

37.93

21.00

40.50

240.44

5.81

4.22

2.83

35.17

48.68

18.99

95.47

Direction S27° 45' 14.01"E

S27° 51' 36.07"E

N62° 07' 18.85"E

S27° 52' 41.15"E

S62° 07' 18.85"W

S27° 44' 06.64"E

S27° 42' 49.58"E

S62° 07' 18.85"W

N62° 07' 18.85"E

N27° 52' 41.15"W

S27° 52' 41.15"E

S62° 07' 18.67"W

S27° 52' 41.15"E

N62° 07' 18.85"E

S27° 52' 41.15"E

N62° 07' 18.85"E

N17° 07' 18.85"E

N62° 07' 18.85"E

N27° 52' 41.15"W

S62° 07' 17.66"W

N27° 52' 41.15"W

N62° 07' 12.00"E

S62° 07' 00.56"W

Line Table Line #

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

Length

29.50

18.96

15.00

4.00

12.46

24.87

12.00

10.00

6.00

64.83

3.00

16.44

3.00

35.78

10.00

24.41

37.55

60.46

24.54

26.18

19.08

4.00

15.00

36.67

13.00

91.00

13.00

19.08

14.00

16.00

7.94

8.00

3.00

Direction N62° 07' 12.00"E

S27° 52' 48.00"E

S62° 07' 12.00"W

N27° 52' 48.00"W

S27° 52' 48.00"E

S62° 07' 12.00"W

S27° 52' 48.00"E

N27° 52' 48.00"W

N62° 07' 12.00"E

N27° 52' 48.00"W

S62° 07' 12.00"W

S27° 52' 48.00"E

S62° 07' 12.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

N27° 52' 48.00"W

S62° 07' 12.00"W

N12° 59' 45.84"E

S62° 07' 12.00"W

S27° 52' 48.00"E

S62° 07' 12.00"W

N27° 52' 48.00"W

N62° 07' 18.85"E

S27° 52' 41.15"E

N62° 07' 18.85"E

S62° 07' 12.00"W

S27° 52' 48.00"E

S62° 07' 12.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

S62° 07' 12.00"W

Curve Table Curve #

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

C23

C25

C27

C28

C29

C30

C31

C32

Length

21.31

8.52

46.63

75.66

77.08

46.63

62.83

39.27

9.39

21.90

17.80

23.31

59.50

59.33

23.31

17.53

9.86

9.77

31.02

47.52

4.80

46.75

29.81

6.75

9.42

9.55

25.43

38.19

155.72

31.93

Radius 24.00

24.00

50.00

127.50

50.00

40.00

25.00

15.00

25.00

102.50

25.00

15.00

5.00

39.50

60.50

2.00

30.00

36.00

6.00

92.00

30.99

91.48

Delta 50.87

20.33

53.43

34.00

34.64

53.43

90.00

21.52

50.18

68.01

53.43

33.26

33.16

53.43

66.97

113.03

111.99

45.00

137.44

89.29

47.44

64.41

90.00

91.18

15.84

23.78

287.87

20.00

Chord Direction S2° 14' 56"E

S51° 57' 27"W

N35° 24' 19"E

N8° 18' 41"W

N47° 07' 31"W

S88° 50' 18"W

S17° 07' 19"W

N17° 07' 19"E

N72° 52' 47"E

S52° 54' 16"E

S83° 52' 31"E

N35° 24' 19"E

N7° 56' 24"W

N47° 51' 46"W

S88° 50' 18"W

S28° 38' 09"W

S61° 21' 51"E

S6° 07' 29"W

S5° 22' 41"E

N83° 24' 05"E

S17° 28' 22"W

N38° 24' 05"E

S85° 40' 24"E

N17° 07' 12"E

N72° 17' 20"W

N18° 46' 47"W

N1° 01' 55"E

N61° 17' 28"W

S52° 11' 35"W

Chord Length

20.61

8.47

44.96

74.56

75.91

44.96

56.57

35.36

9.33

21.20

16.78

22.48

58.67

58.51

22.48

16.55

8.34

8.29

30.23

46.30

3.73

42.16

28.96

6.40

8.49

8.57

25.35

37.92

36.49

31.77

Line Table Line #

L73

L74

L75

L76

L77

L78

L79

L80

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

L91

L92

L93

L94

L95

L96

L97

L98

L99

L100

L101

L102

L103

L104

L105

L106

L107

Length

20.00

3.00

31.00

35.08

15.00

3.00

3.61

17.91

24.86

12.52

100.79

40.90

8.75

20.63

16.00

10.00

18.75

7.12

20.62

15.00

9.00

34.15

4.00

16.00

4.25

31.80

3.00

10.00

3.00

3.18

10.00

3.22

34.01

24.33

Direction S27° 52' 48.00"E

N62° 07' 12.00"E

S27° 52' 48.00"E

N62° 07' 12.00"E

N27° 52' 48.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

S62° 07' 12.00"W

N27° 52' 48.00"W

N62° 07' 12.00"E

S62° 07' 12.00"W

S27° 52' 48.00"E

S62° 07' 12.00"W

N62° 07' 12.00"E

N27° 52' 48.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

N62° 07' 12.00"E

S62° 07' 12.00"W

S27° 52' 48.00"E

S62° 07' 12.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

N62° 07' 12.00"E

N48° 59' 25.96"E

S41° 00' 34.04"E

S48° 59' 25.96"W

S9° 08' 38.68"W

S80° 51' 21.32"E

N9° 08' 38.68"E

S62° 07' 12.00"W

S27° 52' 48.00"E

Curve Table Curve #

C33

C34

C58

C59

C84

C85

C95

C99

C100

C104

C105

C106

C107

C108

C129

C131

C132

C133

C134

C135

C136

C137

C138

C139

C140

C141

C144

C145

C148

C149

Length

13.32

69.11

7.85

12.58

15.71

40.38

8.04

40.45

3.46

20.68

16.33

58.58

71.24

20.18

69.11

8.86

7.85

6.65

22.62

6.61

11.08

22.54

11.56

21.71

27.90

15.70

28.33

15.67

28.27

Radius 100.00

37.00

5.00

10.00

42.00

10.00

50.00

42.00

38.00

30.00

37.00

45.00

37.00

6.00

3.00

45.00

3.00

100.00

31.00

100.00

40.00

48.00

10.00

18.00

10.00

18.00

Delta 7.63

107.02

90.00

72.06

90.00

55.09

46.09

46.36

4.72

31.18

90.71

25.69

107.02

84.59

74.92

127.05

28.80

126.32

6.35

41.66

6.63

31.10

33.31

89.95

90.19

89.81

90.00

Chord Direction S14° 40' 31"E

S64° 22' 13"E

N72° 52' 41"W

N17° 07' 19"E

S8° 09' 05"W

N72° 52' 48"W

N17° 17' 48"W

S35° 02' 20"E

S35° 10' 24"E

N55° 59' 41"W

N42° 45' 42"W

S42° 45' 42"E

N72° 31' 32"W

S72° 31' 32"E

N49° 16' 23"E

S8° 36' 37"W

N78° 43' 16"E

N23° 43' 37"W

S13° 25' 24"E

S62° 32' 49"E

N68° 41' 45"E

N8° 42' 47"E

N61° 22' 38"W

S46° 47' 19"W

S43° 25' 55"E

N44° 32' 00"W

S17° 20' 20"W

N17° 12' 58"E

S17° 18' 44"W

Chord Length

13.31

59.49

7.07

11.76

14.14

38.84

7.83

39.36

3.46

20.43

16.13

52.65

64.03

20.01

59.49

8.08

7.30

5.37

22.38

5.35

11.08

22.05

11.56

21.45

27.51

14.14

25.50

14.12

25.46

Curve Table Curve #

C152

C153

C158

C182

C189

C190

Length

12.77

27.33

10.88

10.33

69.11

46.05

Radius 100.00

92.00

100.00

37.00

45.00

Delta 7.32

17.02

6.23

5.92

107.02

58.63

Chord Direction S41° 14' 29"E

N36° 23' 23"W

S30° 59' 44"E

S24° 55' 11"E

S8° 36' 37"W

N15° 35' 00"W

Chord Length

12.76

27.23

10.87

10.33

59.49

44.07

Line Table Line # L108

L109

L110

L111

L112

L113

L114

L115

L116

L117

L118

L119

L120

L121

L122

L123

L124

L125

L126

L127

L128

L129

L130

L131

L132

L133

L134

L135

L136

L137

L138

L139

L140

L141

L142

Length

13.00

10.00

6.00

7.00

11.91

23.85

31.00

18.39

3.51

16.00

42.25

3.00

10.00

3.00

32.25

3.00

10.00

3.00

17.49

30.17

30.22

153.49

153.53

21.81

7.50

15.00

4.25

6.67

11.15

20.00

8.00

6.00

24.75

Direction N62° 07' 12.00"E

S27° 52' 48.00"E

N27° 52' 48.00"W

S62° 07' 12.00"W

N27° 52' 48.00"W

N27° 51' 36.07"W

S62° 07' 12.00"W

S27° 52' 48.00"E

N27° 52' 48.00"W

N62° 07' 12.00"E

N27° 52' 48.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

N62° 07' 12.00"E

N27° 52' 48.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

N62° 07' 12.00"E

N27° 52' 48.00"W

S62° 07' 12.00"W

N27° 52' 48.00"W

S27° 52' 47.37"E

S62° 18' 34.96"W

N62° 18' 34.89"E

S27° 41' 16.02"E

N27° 41' 16.02"W

N62° 07' 12.00"E

N27° 52' 48.00"W

S62° 07' 12.00"W

S27° 52' 48.00"E

N62° 07' 12.00"E

S62° 07' 12.00"W

N27° 52' 48.00"W

Line Table Line # L143

L144

L145

L146

L147

L148

L149

L150

L151

L152

L153

L154

L155

L156

L157

L158

L159

L160

L161

L162

L163

L164

L165

L166

L167

L168

L169

L170

L171

L172

L173

L177

L178

L179

L180

Length

14.00

55.02

72.17

10.00

24.00

6.00

3.00

15.00

12.04

9.00

47.84

84.48

21.00

6.00

24.34

6.07

4.00

14.00

16.52

7.00

16.00

21.00

3.00

15.00

6.61

6.00

4.00

15.00

4.00

7.41

10.00

8.00

3.00

10.00

Direction S62° 07' 12.00"W

S27° 52' 48.00"E

N27° 52' 48.00"W

N62° 07' 12.00"E

N27° 52' 48.00"W

S62° 07' 12.00"W

S62° 57' 42.66"W

N27° 52' 48.00"W

S27° 52' 47.69"E

N62° 07' 12.00"E

S27° 52' 47.97"E

N27° 52' 47.98"W

S62° 07' 12.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

N62° 07' 12.00"E

N27° 52' 47.99"W

N62° 07' 12.00"E

S27° 52' 48.00"E

N62° 07' 12.00"E

S27° 52' 48.00"E

N27° 52' 48.00"W

N62° 07' 12.00"E

S27° 52' 48.00"E

N62° 07' 12.00"E

S62° 07' 12.00"W

N27° 52' 48.00"W

N62° 07' 12.00"E

S62° 07' 12.00"W

N27° 52' 48.00"W

S62° 07' 12.00"W

N62° 07' 12.00"E

N27° 52' 48.00"W

S62° 07' 12.00"W

N27° 52' 48.00"W

Line Table Line #

L181

L182

Length

7.00

18.00

Direction S62° 07' 12.00"W

N27° 52' 48.00"W

F1 CIVIL SITE PLAN - LINE AND CURVE TABLES

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

Revisions: Date:

ISSUED FOR

CONSTRUCTIONA/E:

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins

05/09/2022

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

620-334

CLC

2094 Albany Post Road, Montrose, NY 10548

NEW COMMUNITY LIVING

CENTER

CIVIL SITE PLAN

LINE AND CURVE TABLE

CS102

STRUBLEPERKINS

1. CONSTRUCTION SITES THAT ARE ONE ACRE OR LARGER

(INCLUDING SMALLER SITES THAT ARE PART OF A LARGER

COMMON PLAN OF DEVELOPMENT) MAY BE REQUIRED TO OBTAIN

AUTHORIZATION TO DISCHARGE STORM WATER UNDER AN

SPDES CONSTRUCTION STORM WATER PERMIT. NYSDEC IS THE

PERMITTING AUTHORITY, THE CONTRACTOR MUST MEET THE

REQUIREMENTS OF NYSDEC CONSTRUCTION GENERAL PERMIT.

STORM WATER PERMITS MUST BE OBTAINED BY THE

CONTRACTOR PRIOR TO INITIATING CONSTRUCTION ACTIVITIES

AT THE FACILITY THAT IMPACT OVER ONE ACRE OF LAND.

PERMIT REQUIRES THE CONTRACTOR OR AE PREPARE AND

SUBMIT:

1.1. NOTICE OF INTENT, AND AT END OF PROJECT A NOTICE TO

TERMINATE.

1.2. STORM WATER MANAGEMENT PLAN TO INCLUDE BEST

MANAGEMENT PRACTICES, MEASURABLE GOALS, HAVE A

CERTIFIED STORMWATER STAFF PER PERMIT

REQUIREMENT, MAINTAIN INSPECTIONS, RECORD KEEPING

AND REPORTING REQUIREMENTS.

1.3. PREPARE, CERTIFY AND SUBMIT TO NYSDEC A NOTICE OF

TERMINATION WHEN FINAL STABILIZATION OF THE SITE HAS

BEEN ACHIEVED AS DEFINED IN THE PERMIT OR WHEN

ANOTHER OPERATOR HAS ASSUMED CONTROL OF THE

SITE.

2. COMPLY WITH APPLICABLE EPA AND NYSDEC PUBLISHED

EFFLUENT LIMITATIONS GUIDELINES (ELGS) AND NEW SOURCE

PERFORMANCE STANDARDS (NSPS) TO CONTROL THE

DISCHARGE OF POLLUTANTS FROM CONSTRUCTION SITES.

3. COMPLY WITH SEC. 438. STORM WATER RUNOFF REQUIREMENTS

FOR FEDERAL DEVELOPMENT PROJECTS. “ANY DEVELOPMENT

OR REDEVELOPMENT PROJECT INVOLVING A FEDERAL FACILITY

WITH A FOOTPRINT THAT EXCEEDS 5,000 SQUARE FEET SHALL

USE SITE PLANNING, DESIGN, CONSTRUCTION, AND

MAINTENANCE STRATEGIES FOR THE PROPERTY TO MAINTAIN

OR RESTORE, TO THE MAXIMUM EXTENT TECHNICALLY FEASIBLE,

THE PREDEVELOPMENT HYDROLOGY OF THE PROPERTY WITH

REGARD TO THE TEMPERATURE, RATE, VOLUME, AND DURATION

OF FLOW.”

4. ADDRESS DUST CONTROL IN LIGHT OF OSHA REGULATIONS,

NYSDEC REGULATIONS, AND USEPA NESHAP.

5. DOCUMENT THAT 50% OR MORE OF CONSTRUCTION DEBRIS IS

RECYCLED.

6. ANY EXCESS EXCAVATED SOIL SHOULD BE TESTED TO

DETERMINE IF IT MEETS NYSDEC CLEAN SOIL STANDARDS AND

SUBSEQUENTLY WILL BE SHIPPED OFF CAMPUS TO A NYSDEC

AUTHORIZED RECYCLER. NO EXCAVATED DEBRIS TO REMAIN

ON-SITE.

7. IDENTIFY ANY RELEVANT ENDANGERED SPECIES CONCERNS &

NHPA SECTION 106/PROGRAMMATIC MOA/REGISTERED

FACILITIES.

8. EXISTING SOIL DOES NOT NEED REMEDIATION, REFER TO SOIL

TEST REPORT BY TERRACON DATED NOVEMBER 30, 2020

DEDUCTIVE ALTERNATES

SEE SHEET CS103 FOR DEDUCTIVE ALTERNATES

05/09/2022

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

Revisions: Date:

ISSUED FOR

CONSTRUCTIONA/E:

TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins

05/09/2022

MEP

550 North Reo Street, Suite 203 Tampa, FL 33609

(813) 289-4700 Nicholas Stephenson, PE

Structural 315 West James Street, Suite 102 Lancaster, PA 17603

(717) 481-2991 Jason Vannoy, SE, PE

Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001

(212) 967-4890 Corrine Tan, SE

620-334

CLC

2094 Albany Post Road, Montrose, NY 10548

NEW COMMUNITY LIVING

CENTER

CIVIL SITE PLAN

DEDUCTIVE ALTERNATE LAYOUT

CS103

STRUBLEPERKINS

F1 CIVIL SITE PLAN - DEDUCTIVE ALTERNATE LAYOUT

1"=30'

030' 30' 60'15'

CONTRACTOR NOTE

"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH

CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY

INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.

"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY

WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.

"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR

CONTRACTOR TO TEMPORARILY STAGE MATERIALS.

F/F FACE TO FACE

FF EL FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FM FORCED MAIN SEWER

FOC FACE OF CURB

FT FEET OR FOOT

FTG FOOTING

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HNDRL HANDRAIL

HORIZ HORIZONTAL

ID INSIDE DIAMETER OR INSIDE DIMENSION

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LP LOW POINT

LS LUMP SUM

MATL MATERIAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MTG MEETING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

PC POINT OF CURVE

PCT PERCENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRKG PARKING

PROJ PROJECT

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

QTY QUANTITY

R RADIUS

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RW ROADWAY

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BRG BEARING

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTER LINE

CLASS CLASSIFICATION

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO SEWER CLEAN OUT

CONC CONCRETE

CONSTR CONSTRUCTION

COORD COORDINATE

CORR CORRIDOR

CU FT CUBIC FEET

CU YD CUBIC YARD

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EL ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION AGENCY

EQUIP EQUIPMENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EX EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SMH STEAM MANHOLE

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STLT STREETLIGHT

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TOC TOP OF CURB

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF WALL

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UGND UNDERGROUND

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VAR VARIES

VC VERTICAL CURVE

VERT VERTICAL

VIC VICINITY

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

CIVIL SHEET ABBREVIATIONS