620-23-206 14CD DWGS 1 of 2.pdf

04/30/2026

EXISTING

BUILDING 14

121.13

EX SW

121.52

EX SW

121.53

EX SW

121.50

EX SW

120.69

EX SW

120.87

EX SW

120.80

EX SW

121.86

EX SW 122.19

EX SW

120.80

EX SW

120.79

EX SW

121.01

EX SW

121.07

EX SW

EX. 6" SAN. SEWER

EXISTING

BASKETBALL COURT

FF=124.0'

SOG=0'-0"

1"=10'F1 CIVIL SITE PLAN - SOUTH TOWER ENLARGED VIEW

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

ISSUED FOR

CONSTRUCTION

Structural 2575 E Camelback Rd, Suite 740 Phoenix, AZ 85016

(602) 997-7536 Bryan K. Salt, P.E., S.E.

620-23-206

14CD

CIVIL SITE PLAN

010' 10' 20'5'

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.

LEGEND

EXISTING PROPOSED

LIMITS OF CONSTRUCTION

EX. CONCRETE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

WATER VALVE

SIDEWALK

X X8' HIGH CONSTRUCTION FENCE

SEWER/STORM PVC CLEAN-OUT

STORM DRAIN INLET

X X

SAW-CUT LINE

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

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

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

TELECOMMUNICATIONS

EXCAVATION NOTE

SURVEY DISCLAIMER

CONTRACTOR NOTE

1. EXCEPT AS PROVIDED HEREIN, GRADING SHALL BE PERFORMED AT THE ELEVATIONS AND IN ACCORDANCE WITH THE DETAILS

SHOWN ON THIS SHEET.

2. THE COST FOR REQUIRED CONSTRUCTION DUST AND EROSION CONTROL MEASURES SHALL BE INCIDENTAL TO THE PROJECT

COST.

3. ALL WORK RELATIVE TO FOUNDATION CONSTRUCTION, SITE PREPARATION, AND PAVEMENT INSTALLATION, AS SHOWN ON THIS PLAN, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "GEOTECHNICAL INVESTIGATION", AS PROVIDED BY THE ARCHITECT OR OWNER. ALL OTHER WORK SHALL, UNLESS OTHERWISE STATED OR PROVIDED FOR HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT, (FIRST PRIORITY) SPECIFICATIONS, AND/OR THE TOWN OF CORTLANDT, MUNICIPAL CODE

(SECOND PRIORITY).

4. EARTH SLOPES SHALL NOT EXCEED 3 HORIZONTAL TO 1 VERTICAL UNLESS SHOWN OTHERWISE.

5. IT IS THE INTENT OF THESE PLANS THAT THIS CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE OF THE PROPERTY

BOUNDARIES EXCEPT AS REQUIRED BY THIS PLAN.

6. THE CONTRACTOR IS TO ENSURE THAT NO SOIL ERODES FROM THE SITE ONTO ADJACENT PROPERTY OR PUBLIC RIGHT-OF-WAY. THIS SHOULD BE ACHIEVED BY CONSTRUCTING TEMPORARY BERMS OR SILT FENCE AT THE PROPERTY LINES

AND WETTING THE SOIL TO PROTECT IT FROM WIND EROSION.

7. A DISPOSAL SITE FOR ANY & ALL EXCAVATION MATERIAL, AND UNSUITABLE MATERIAL AND/OR A BORROW SITE CONTAINING ACCEPTABLE FILL MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR IN COMPLIANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND APPROVED BY THE OBSERVER. ALL COSTS INCURRED IN OBTAINING A DISPOSAL OR BORROW SITE AND HAUL TO OR FROM SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO SEPARATE MEASURE OR PAYMENT SHALL BE

MADE.

8. PAVING AND ROADWAY GRADES SHALL BE +/- 0.1' FROM PLAN ELEVATIONS. PAD ELEVATIONS SHALL BE +/- 0.05' FROM

BUILDING PLAN ELEVATION.

9. VERIFY ALL ELEVATIONS SHOWN ON PLAN FROM BASIS OF ELEVATION CONTROL STATION PRIOR TO BEGINNING

CONSTRUCTION.

GRADING NOTES

CONSTRUCTION NOTES

CONSTRUCT TEMPORARY 8' HIGH CONSTRUCTION FENCING

EX. CONSTRUCTION YARD ENTRANCE GATE - 6' LOCKING - CONSTRUCTED W/ PKG 1

- E. FENCING CONSTRUCTED W/ PKG 1, TO BE REMOVED UPON COMPLETION OF RENOVATION

EXISTING TREE TO REMAIN, PROTECT IN PLACE

- PKG 1, PHASE 2 FENCING SHOWN THIS SHEET

>FOUNDATION DRAIN LINE

CONSTRUCT TRASH CART AT TRASH CHUTE TO BE EMPTIED DAILY - SEE ARCHITECTURE PLANS

EX. CONSTRUCTION YARD ENTRANCE GATE - 6' LOCKING - CONSTRUCTED W/ PKG 2

FURNISH AND INSTALL DUMPSTER - MAINTAIN 35' CLEAR OF ANY BUILDING. COORDINATE LOCATION

OF DUMPSTER WITH VA COR.

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.

CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.

GENERAL CONTRACTOR TO RETAIN SERVICE FROM INDEPENDENT CONTRACTOR TO VERIFY AND MARK ON CONSTRUCTION DRAWINGS AND ON SITE THE LOCATION OF ALL UNDERGROUND UTILITIES ASSOCIATED WITH THIS PROJECT. CONTRACTOR SHALL

PROVIDE ONE HARD AND ONE ELECTRONIC COPY OF SURVEY TO THE VA.

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.

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 NECESSARY PERMITS FOR THE PROJECT PRIOR TO COMMENCING CONSTRUCTION (I.E.

BARRICADING, TOPSOIL DISTURBANCE, EXCAVATION PERMITS, EPA STORM WATER PERMITS, 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).

GENERAL NOTES

NOTE:

1. CHAIN LINK CONSTRUCTION FENCING IS TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES.

2. CHAIN LINK CONSTRUCTION FENCE SHALL BE A MINIMUM OF 96" ABOVE GRADE.

3. FENCE SHALL BE INSPECTED DAILY AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED FOR THE DAY. IF DAMAGED, FENCING SHALL BE REPAIRED

IMMEDIATELY.

4. CHAIN LINK CONSTRUCTION FENCE IS SHOWN ON IMPERVIOUS SURFACES, SUCH AS THE EXISTING DRIVE AND PARKING AND GRASS AREAS. POST ARE TO

BE ANCHORED ON SURFACE STANDS. STEEL PIPE IS NOT TO BE DRIVEN BELOW GRADE.

NOT TO SCALE B1

NOTES:

- TEMPORARY FENCE TO BE REMOVED UPON

COMPLETION OF RENOVATION.

8/7/2023 Page 16 of 16601/27/2026

Page 17 of 16601/27/2026

Page 18 of 16601/27/2026

Page 19 of 16601/27/2026

Page 20 of 16601/27/2026

Page 21 of 16601/27/2026

Page 22 of 16601/27/2026