VAN

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STADIUM PLACE

IRVING AVE.

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DRAWINGS INDEX

SHEET NO. DRAWING TITLE

GENERAL

1. GI-001 COVER SHEET

CIVIL

2. C-001 SITE ABBREVIATIONS & SYMBOLS

3. C-100 TRENCH DRAIN PLANS & DETAILS

4. C-101 LIGHT POLE AND MONUMENT SITE PLAN

5. CU-101 LOT 1 GATE ARM PLANS

DEPARTMENT OF VETERANS AFFAIRS

PROJECT NO. 528A7-25-502

VA MEDICAL CENTER

800 IRVING AVE.

SYRACUSE, NEW YORK 13210

REPLACE TRENCH DRAIN AT

VAMC PARKING

AREA OF WORK

BLDG 16

KEY PLAN

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VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

08/08/2025

GENERAL PROJECT INFORMATION

DWG.

U.S. Department of Veterans Affairs

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COVER SHEET

AREA OF WORK

LOT 1

CLIN 03: REPLACE BUILDING 16 TRENCH DRAIN

PROVIDE ALL LABOR AND MATERIALS TO REPLACE 14 LF OF IN GROUND TRENCH DRAIN. CONTRACTOR IS RESPONSIBLE FOR ALL BARRICADES AND PROTECTION OF NEW CONCRETE DURING THE CURING PERIOD. SUPPLY

AND INSTALL BUT NOT LIMITED TO THE FOLLOWING.

a. BLOCK OFF AND BARRICADE AREA EAST OF EXISTING DRAIN.

b. SAW CUT 2' X 14' CONCRETE PERIMETER OF EXISTING TRENCH

c. REMOVE CONCRETE, TRENCH, AND PIPING CONNECTIONS AT THE SOUTH END OF TRENCH, AND ALL DEBRIS FROM AREA. ALL MATERIALS AND DEBRIS TO BE PROPERLY DISPOSED OF DAILY. NO MATERIAL TO BE LEFT OF

SITE.

d. DRILL AND DOWEL ENTIRE PERIMETER EVERY 12”R” ON CENTER. DRILL MINIMUM OF 4” INTO EXISTING CONCRETE. NEW DOWELS ARE TO PROTRUDE A MINIMUM OF 4” OUT FROM EDGE. USE #4 RE-ROD. MINIMUM OF

8 DOWELS PER SIDE. EPOXY DOWELS INTO OR UNDER EXISTING ASPHALT SLAB.

e. INSTALL #4 REBAR AS PER DRAWING DETAILS

f. INSTALL NEW TRENCH DRAIN AT -3/4” INVERT FROM LEVEL OF ASPHALT PAVEMENT AS PER MANUFACTURER'S INSTRUCTIONS. STARTING INVERT ELEVATION TO BE -6” AND NEEDS TO BE FIELD VERIFIED PRIOR TO

ORDERING THE TRENCH COMPONENTS.

g. CONTRACTOR TO REWORK EXISTING UNDERGROUND DRAIN PIPING AND TIE IT INTO THE NEW TRENCH. THIS REQUIRES FIELD VERIFICATION PRIOR TO ORDERING THE TRENCH TO ASSURE PROPER STARTING INVERT

ELEVATION

h. INSTALL MACHINE MIXED 4000 PSI CONCRETE WITH A SLUMP OF 4” AROUND THE TRENCH. LIGHTLY VIBRATE CONCRETE INTO OPENING. SCREED, TROWEL, AND PROVIDE BROOM FINISH TO MATCH EXISTING CONCRETE

PAVEMENT.

i. SEAL CONCRETE WITH WATER BASED SEALER AND PROVIDE BURLAP CURING MATS FOR 14 DAYS AFTER

CONCRETE POURING.

j. PROVIDE ½” THICK STEEL ROAD PLATE FOR ENTIRE LENGTH OF TRENCH AND SUMP FOR 28 DAYS.

CONTRACTOR TO REMOVE PLATE AFTER 28 DAYS.

k. AFTER CURING PERIOD IS COMPLETE, SEAL WITH AN APPROVED POLYMER CRACK AND JOINT SEALER ALL

SAW CUTS AND JOINTS.

CLIN 1: REPLACE LOT 1 TRENCH DRAIN, SUMP BOX

PROVIDE ALL LABOR AND MATERIALS TO REPLACE 54 LF OF IN GROUND TRENCH DRAIN. CONTRACTOR IS RESPONSIBLE FOR ALL BARRICADES AND PROTECTION OF NEW CONCRETE DURING THE CURING PERIOD. SUPPLY

AND INSTALL BUT NOT LIMITED TO THE FOLLOWING.

a. BLOCK OFF AND BARRICADE AREA NORTH OF EXISTING DRAIN INCLUDING TWO PARKING SPOTS TO SERVE AS

CONTRACTOR PARKING AND OR LAYDOWN AREA.

b. SAW CUT 3' X 60' CONCRETE PERIMETER OF EXISTING TRENCH

c. REMOVE CONCRETE, TRENCH, AND PIPING CONNECTIONS AT WEST END OF TRENCH, AND ALL DEBRIS FROM AREA. ALL MATERIALS AND DEBRIS TO BE PROPERLY DISPOSED OF DAILY. NO MATERIAL TO BE LEFT OF SITE.

d. DRILL AND DOWEL ENTIRE PERIMETER EVERY 24” ON CENTER. DRILL MINIMUM OF 4” INTO EXISTING CONCRETE. NEW DOWELS ARE TO PROTRUDE A MINIMUM OF 4” OUT FROM EDGE. USE #4 REBAR. MINIMUM OF

12" O.C. PER SIDE. EPOXY DOWELS INTO OR UNDER EXISTING ASPHALT SLAB.

e. INSTALL #4 REBAR AS PER DRAWING DETAILS

f. INSTALL NEW TRENCH DRAIN AND SUMP BOX AT -1/2” INVERT FROM LEVEL OF ASPHALT PAVEMENT AS PER MANUFACTURER'S INSTRUCTIONS. STARTING INVERT ELEVATION TO BE -6” AND NEEDS TO BE FIELD VERIFIED

PRIOR TO ORDERING THE TRENCH COMPONENTS.

g. CONTRACTOR TO REWORK EXISTING UNDERGROUND DRAIN PIPING AND TIE IT INTO THE NEW TRENCH. THIS REQUIRES FIELD VERIFICATION PRIOR TO ORDERING THE TRENCH TO ASSURE PROPER STARTING INVERT

ELEVATION.

h. INSTALL MACHINE MIXED 4000 PSI CONCRETE WITH A SLUMP OF 4” AROUND THE TRENCH. LIGHTLY VIBRATE CONCRETE INTO OPENING. SCREED, TROWEL, AND PROVIDE BROOM FINISH TO MATCH EXISTING CONCRETE

PAVEMENT.

i. SEAL CONCRETE WITH WATER BASED SEALER, AND PROVIDE BURLAP CURING MATS FOR 14 DAYS AFTER

CONCRETE POURING.

j. PROVIDE ½” THICK STEEL ROAD PLATE FOR ENTIRE LENGTH OF TRENCH AND SUMP FOR 28 DAYS.

CONTRACTOR TO REMOVE PLATE AFTER 28 DAYS.

k. AFTER CURING PERIOD IS COMPLETE, SEAL WITH AN APPROVED POLYMER CRACK AND JOINT SEALER ALL

SAW CUTS AND JOINTS.

l. SEAL AND RESTRIPE PARKING LOT 1 ONCE TRENCH DRAIN IS FULLY INSTALLED.

811 OR 1-800-962-7962

00 20' 40'

AREA OF WORK

LIGHT POLE

CLIN 02: INSTALL POLE AND SOLAR SECURITY AREA LIGHT

PROVIDE ALL LABOR AND MATERIALS TO INSTALL ONE (1) OFF‑GRID SOLAR LIGHT POLE SYSTEM AT THE SYRACUSE VA MEDICAL CENTER LOT 1. WORK INCLUDES EXCAVATION, REINFORCED CONCRETE FOUNDATION INSTALLATION, ANCHOR BOLT PLACEMENT, POLE ERECTION, SOLAR SYSTEM INSTALLATION, AND COMMISSIONING.

BUT NOT LIMITED TO THE FOLLOWING.

a. PROVIDE ALL LABOR, EQUIPMENT, TOOLS, AND CONSUMABLES.

b. PERFORM SITE VERIFICATION AND LAYOUT OF THE INSTALLATION LOCATION.

c. COMPLETE EXCAVATION, REINFORCEMENT INSTALLATION, FORMWORK AS NECESSARY, AND CONCRETE

PLACEMENT FOR A 5' DEEP × 24” DIAMETER REINFORCED CONCRETE FOUNDATION.

d. INSTALL MANUFACTURER-SPECIFIED ANCHOR BOLT CAGE.

e. OFFLOAD, ASSEMBLE, AND ERECT THE POLE AND COMPLETE SOLAR LIGHTING SYSTEM.

f. ENSURE PV PANEL TILT AT 45° AND ORIENTED PER THE PROJECT REQUIREMENT. 1

g. COMPLY WITH ALL VA SAFETY, OSHA, AND LOCAL CODES.

h. MAINTAIN CLEAN AND ORGANIZED WORK SITE; DISPOSE OF DEBRIS

CLIN 04: INSTALL LOT 1 GATE ARM

PROVIDE ALL LABOR AND MATERIALS TO INSTALL ONE (1) BARRIER OPERATOR GATE AND ARM AT THE SYRACUSE VA MEDICAL CENTER LOT 1. WORK INCLUDES NSTALLATION, AND COMMISSIONING,BUT NOT LIMITED TO THE

FOLLOWING.

a. PROVIDE ALL LABOR, EQUIPMENT, TOOLS, AND CONSUMABLES.

b. LOT 1 GATE ARM IS GOVERNMENT FURNISHED EQUIPMENT / CONTRACTOR INSTALLED.

c. PERFORM SITE VERIFICATION AND LAYOUT OF THE INSTALLATION LOCATION.

d. INSTALL PER MANUFACTURER-SPECIFIED ANCHOR BOLT.

e. INSTALL NEW CONDUIT, POWER AND CONTROL WIRES.

f. INSTALL NEW CONTROLS IN LOCATIONS SPECIFIED AS SHOWN ON DRAWING CU-101.

g. INSTALL NEW CIRCUIT BREAKER INTO PANEL EEQ1C-D #40.

h. COMPLY WITH ALL VA SAFETY, OSHA, AND LOCAL CODES.

i. MAINTAIN CLEAN AND ORGANIZED WORK SITE; DISPOSE OF DEBRIS.

CLIN 05: INSTALL LOT 1 GATE ARM

PROVIDE ALL LABOR AND MATERIALS TO INSTALL ONE (1) BARRIER OPERATOR GATE AND ARM AT THE SYRACUSE VA MEDICAL CENTER LOT 1. WORK INCLUDES NSTALLATION, AND COMMISSIONING,BUT NOT LIMITED TO THE

FOLLOWING.

a. PROVIDE ALL LABOR, EQUIPMENT, TOOLS, AND CONSUMABLES.

b. LOT 1 GATE ARM IS GOVERNMENT FURNISHED EQUIPMENT / CONTRACTOR INSTALLED.

c. PERFORM SITE VERIFICATION AND LAYOUT OF THE INSTALLATION LOCATION.

d. INSTALL PER MANUFACTURER-SPECIFIED ANCHOR BOLT.

e. INSTALL NEW CONDUIT, POWER AND CONTROL WIRES.

f. INSTALL NEW CONTROLS IN LOCATIONS SPECIFIED AS SHOWN ON DRAWING CU-101.

g. INSTALL NEW CIRCUIT BREAKER INTO PANEL EEQ1C-D #40.

h. COMPLY WITH ALL VA SAFETY, OSHA, AND LOCAL CODES.

i. MAINTAIN CLEAN AND ORGANIZED WORK SITE; DISPOSE OF DEBRIS.

VHASYRWilhiD Highlight

SITE ABBREVIATIONS

AB ANCHOR BOLT

ABAN ABANDON

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

ADDM ADDENDUM

AGGR AGGREGATE

ALLOW ALLOWANCE

ALNMT ALIGNMENT

ALT ALTERNATE OR ALTITUDE

ALUM ALUMINUM

AMT AMOUNT

APPD APPROVED

APPROX APPROXIMATE

APPX APPENDIX

ASB ASBESTOS

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS

ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BAL BALANCE

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BKGD BACKGROUND

BL BASE LINE

BLDG BUILDING

BLR BOILER

BLT BUILT

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BN BULLNOSE

BRG BEARING

BSTR BOOSTER

BV BALL VALVE

BW BOTH WAYS

BWG BIRMINGHAM WIRE GAUGE

C TO C CENTER TO CENTER

CALC CALCULATE

CAP CAPACITY

CB CATCH BASIN OR CEMENT BASE

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT CEMETERY

CEM CEMETERY CEMENT

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY

CH CHANNEL OR CHILLER

CHFR CHAMFER

CHK CHECK

CHKV CHECK VALVE

CCHW CHILLED WATER CIRCULATING HOT

WATER

CHW CIRCULATING HOT WATER CHILLED

WATER

CHWP CHILLED WATER PUMP

CHWPP CHILLED WATER PRIMARY PUMP

CHWR CHILLED WATER RETURN

CHWRP CHILLED WATER RECIRCULATING

PUMP

CHWS CHILLED WATER SUPPLY

CHWSP CHILLED WATER SECONDARY PUMP

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON PIPE

CIR CIRCLE

CJ CONSTRUCTION JOINT OR CONTROL

JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLASS CLASSIFICATION

CLL CONTRACT LIMIT LINE

CLOS CLOSURE

CLR CLEAR

cm CENTIMETER

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CND CONDUIT

CNDS CONDENSATE

CNR CORNER

CNTOR CONTACTOR

CO CERTIFICATE OF OCCUPANC,

CLEANOUT, COMPANY, OR CUTOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONDN CONDENSATION

CONF CONFERENCE

CONSTR CONSTRUCTION

CONSULT CONSULTANT

CONT CONTINUE

CONTR CONTRACT OR CONTRACTOR

COORD COORDINATE

COR CHANGE ORDER REQUEST

CORR CORRIDOR

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

COV PL COVER PLATE

CP CONCRETE PIPE OR CONTROL PANEL

CPLG COUPLING

CPM CRITICAL PATH METHOD

CRCMF CIRCUMFERENCE

CRN CROWN

CRP CONDENSATE RETURN PUMP

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CRT YD COURTYARD

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSP CONCRETE SEWER PIPE

CSTL CAST STEEL

CTR CENTER, CONTOUR, OR COOLING

TOWER RETURN

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CW CLOCKWISE OR COLD WATER PIPING

CWP CIRCULATING WATER PUMP OR

CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D PENNY (NAIL)

DA DRAINAGE AREA

DAT DATUM

D-B DESIGN-BUILD

DBA UNIT OF SOUND LEVEL

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DEV DEVELOPMENT

DHW DOMESTIC HOT WATER

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFERENTIAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOM DOMESTIC

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DSBL DISABLE

DSGN DESIGN

DW DOMESTIC WATER

DWG DRAWING

DWR DOMESTIC WATER RETURN OR

DRAWER

DWS DOMESTIC WATER SUPPLY

E EAST

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EW EACH WAY

EXCL EXCLUDE

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

EXT GR EXTERIOR GRADE

F FAHRENHEIT FEMALE; FIRE LINE

F FEMALE FAHRENHEIT; FIRE LINE

F FIRE LINE

F METER FLOWMETER

F/F FACE TO FACE

FACIL FACILITY

FD FLOOR DRAIN

FF EL FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FIG FIGURE

FIL FILLET

FIN FINISH

FLG FLANGE

FLL FLOW LINE

FLR FLOOR

FLRD FLARED

FLTR FILTER

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FPW FIRE PROTECTION WATER SUPPLY

FSP FIRE STANDPIPE

FSS FLOW SENSING SWITCH

FT FEET OR FOOT

FTG FOOTING

FW FLOOD WALL

G GROUND OR NATURAL GAS

G LN GAS LINE

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GEN GENERATOR

GFE GOVT. FURNISHED EQUIPMENT

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GPD GALLONS PER DAY

GR BM GRADE BEAM

GT GREASE TRAP

GTV GATE VALVE

GUT GUTTER

H&CW HOT AND COLD WATER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HEX HEXAGON

HH HAND HOLE

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HT HEIGHT

HTHW HIGH TEMPERATURE HOT WATER

HTWR HEATING WATER RETURN

HTWS HEATING WATER SUPPLY

HV HOSE VALVE

HW HOT WATER

HWB HOT WATER BOILER

HWL HOT WATER LINE

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWT HOT WATER TANK

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER OR INSIDE

DIMENSION

IMH INLET MANHOLE

INCL INCLUDED

INCR INCREMENT

INFO INFORMATION

INSTL INSTALL

INSTR INSTRUMENT

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

IPS IRON PIPE SIZE

IPT IRON PIPE THREADED

IRREG IRREGULAR

ISO ISOMETRIC

IW IRRIGATION WATER

KWY KEYWAY

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LS LUMP SUM

LT LIGHT

LTG LIGHTING

MAINT MAINTENANCE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NE NOT EXCEEDING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

P PUMP

PA PIPE ANCHOR

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCT PERCENT

PED PEDESTAL

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE

GRADE

PH PHASE

PHOTO PHOTOGRAPH

PHWR PRIMARY HOT WATER RETURN

PHWS PRIMARY HOT WATER SUPPLY

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PL PROPERTY LINE

PLAS PLASTIC PLASTER

PMPSCT PUMP SUCTION

PN PART NUMBER

PNEU PNEUMATIC

PO POST OFFICE OR PURCHASE ORDER

POLY POLYETHYLENE (PLASTIC)

PORT PORTABLE

POTW POTABLE WATER

POW LN POWER LINE

PP POLYPROPYLENE (PLASTIC)

PR PUMPED RETURN

PRCST PRECAST

PREFMD PREFORMED

PRELIM PRELIMINARY

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE OR

PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PT CONC POST-TENSIONED CONCRETE

PTRV PRESSURE TEMPERATURE RELIEF

VALVE

PV PAVED

PV RD PAVED ROAD

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RANGE

RAD RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCCP REINFORCED CONCRETE CULVERT

PIPE

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

RDC REDUCER

REBAR REINFORCING STEEL BARS

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

ROW RIGHT OF WAY

RST REINFORCING STEEL

RT RIGHT

RV RELIEF VALVE

RW ROADWAY

RWL RAIN WATER LEADER

RWR RECESSED WASTE RECEPTACLE

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCP SCUPPER

SD STORM DRAIN

SDL SADDLE

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SEP TNK SEPTIC TANK

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SJ SCORED JOINT

SLV SLEEVE

SM SILTY SAND

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SPKLR SPRINKLER

SPLY SUPPLY

SPR SPRINKLER LINE

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER, STEAM SUPPLY,

OR STORM SEWER

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET

ST W STORM WATER

STA STATION

STD STANDARD

STIR STIRRUP

STM STEAM

SUCT SUCTION

SUPT SUPPORT

SURF SURFACE

SURV SURVEY

SUTK SUMP TANK

SW SIDEWALK

SWG SEWAGE

SWR SEWER

SYM SYMBOL

T&M TIME AND MATERIALS

TAN TANGENT

TBM TEMPORARY BENCHMARK

TB-XX TEST BORING-XX (E.G., TB-01)

TCP TRAFFIC CONTROL PLAN

TD TRENCH DRAIN

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPORARY

TH'K THICK / THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TN TRUE NORTH

TNL TUNNEL

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOC FTG TOP OF CONCRETE FOOTING

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TP TELEPHONE POLE

TR TOP OF RIM

TWR TREATED WATER RETURN

TWS TREATED WATER SUPPLY

TYP TYPICAL

UFC UNIFORM FIRE CODE

UGND UNDERGROUND

UNFIN UNFINISH

UNPV RD UNPAVED ROAD

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

VAR VARIES

VB VALVE BOX

VC VERTICAL CURVE

VCO VACUUM CLEANER OUTLET

VCT VITRIFIED CLAY TILE VINYL

COMPOSITION TILE

VERT VERTICAL

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WASTE, WEST, OR WIDE

W/ WITH

W/O WITHOUT

WI WROUGHT IRON

WL WATER LINE

WLD WELDED

WM WATER METER WIRE MESH

WM WIRE MESH WATER METER

WO WORK ORDER

WP WATER PUMP

WT WATER TABLE

WT EL WATER ELEVATION

WTR WATER

WW WASTE WATER

WW WASTE WATER WARM WHITE;

WIREWAY

XFMR TRANSFORMER

ELEVATION INDICATORS

SITE SYMBOLS - GENERAL

DATUM

IDENTIFICATION DEVICE INDICATOR

DRAWING BLOCK OR DETAIL TITLE

CONCRETE SECTION

CONCRETE PLAN

WELD, BASIC BACK, ARROW SIDE

WELD, BASIC FILLET, ARROW SIDE

WELD, BASIC FILLET, BOTH SIDES

GRATING, PLAN

GRATING, SECTION

CHECKER PLATE, PLAN

CRUSHED ROCK GRAVEL, POROUS FILL

EARTH, UNDISTURBED

EARTHWORK, COMPACTED FILL

SAND

EROSION AND SEDIMENTATION

CONTROL, FILTRATION BED

RIPRAP

ASPHALT, SECTION

FENCE-CHAIN LINK

TREE, DECIDUOUS NEW

FIRE HYDRANT

CENTER LINE INDICATOR

DEMOLITION LINE

EXISTING TO REMAIN LINE

NEW FEATURES LINE

BREAK, ROUND (USER DEFINES SIZE)

BREAK, ROUND OR FLAT (USER DEFINES SIZE)

DETAIL INDICATOR

DIMENSION (CIVIL ONLY)10.00'

MATCHLINE

MATCHLINE

SEE C-XXX

REVISION INDICATOR (SHOWN WITH CLOUD)

SITE SYMBOLS - CONCRETE & MASONRY

SITE SYMBOLS - METALS

FIELD WELD, SUPPLEMENTARY, ALL AROUND

SITE SYMBOLS - EARTHWORK

WATER VALVE

DRAIN LINE

CAST IRON PIPE

DUCTILE IRON PIPE

COMPRESSED AIR LINE

GAS LINE

CONDENSATE LINE

CONDENSER WATER RETURN LINE

HIGH PRESSURE STEAM SUPPLY LINE

ELECTRICAL LINE (BELOW GRADE)

CABLE TELEVISION LINE

CLOSED CIRCUIT TELEVISION LINE

FIBER OPTICS LINE

TELEPHONE LINE

SITE SYMBOLS - UTILITIES

SITE SYMBOLS - IMPROVEMENTS

BUILDING SIAMESE FIRE DEPT. CONNECTION

UTILITY POLE

SANITARY OR STORM MANHOLE

SANITARY CLEANOUT

ELECTRICAL OR TELECOM MANHOLE

KEY NOTE SYMBOL

MULTIPLE KEY NOTES APPLYING TO SAME ITEM

DETAIL NUMBER

DRAWING NUMBER WHERE DRAWN

E

D D

CI CI

DI DI

CA CA

GAS GAS

C C

CWR

STM STM

E E

CATV

CCTV

FO FO

T T

SAN SANITARY WASTE LINE

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

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DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

08/08/2025

GENERAL PROJECT INFORMATION

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-25-502REPLACE TRENCH DRAINS

AT SYRACUSE VAMC

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SITE ABBREVIATIONS & SYMBOLS

CS-101

CS-101

SITE PLAN

SCALE: 1" = 20'-0"1

A

CS-101

A

CS-101

2 3

A

CS-101

BENCHMARK

TARGET

POINT BASELINE

POINT BEGINNING

EXISTING POINT ELEVATION

NEW POINT ELEVATION

TEST BORE

TRAFFIC ARROW-STRAIGHT

TRAFFIC ARROW-STRAIGHT/TURN

TRAFFIC ARROW-TURN

HANDICAP SYMBOL

FEATURES ABOVE LINE INDICATOR

FENCE-ORNAMENTAL-SQUARE POST

GAS VALVE

UTILITY POLE WITH GUY WIRE

VALVE IN PIT

POST SIAMESE FIRE DEPT. CONNECTION

GATE VALVE

BUTTERFLY VALVE

POST INDICATOR VALVE (PIV)

W W DOMESTIC WATER LINE

FA FA FIRE ALARM LINE

CHWS CHILLED WATER SUPPLY

ELECTRICAL LINE (OVERHEAD)OE

CHWR CHILLED WATER RETURN

O2 O2 OXYGEN LINE

FP FP FIRE PROTECTION WATER LINE

HEDGE, DECIDUOUS NEW

GUARDRAIL

CATCH BASINS

DRAINAGE CULVERT

NOTE:

SYMBOL AND ABBREVIATION LISTS SHOWN ARE FOR GENERAL

REFERENCE ONLY. THE PRESENCE OF A SYMBOL OR

ABBREVIATION DOES NOT IMPLY ITS USE ON THIS PROJECT.

REFER TO THE DRAWINGS FOR SPECIFIC SYMBOLS USED.

FENCE-ORNAMENTAL-ROUND POST

REINFORCED CONCRETE PIPERCP RCP

ELECTRICAL LINE (LIGHTING)ELT ELT

ELECTRICAL DIRECT BURIED CABLEDB DB

ELECTRICAL DUCTBANKEDB EDB

STORM SEWER LINE

STS COMBINED SANITARY/STORM SEWER LINE

FM FM FORCED MAIN SEWER LINE

FUEL OIL RETURN LINEFOR

FUEL OIL SUPPLY LINEFOS

FUEL OIL VENT LINEFOV

TOPOGRAPHIC LINE-MAJOR

TOPOGRAPHIC LINE-MINOR

PROPERTY LINE

PROPERTY EASEMENT LINE

R-O-W PROPERTY RIGHT-OF-WAY LINE

TRAIL INDICATOR

. . . . WETLANDS INDICATOR

RAILROAD TRACKS

FUEL OIL FILL LINEFOF

FUEL OIL GAUGE LINEFOG

ELEVATION NUMBER

DRAWING NUMBER

CONDENSER WATER SUPPLY LINECWS CWS

MH

SAN

NG

CO

EMH

EL

DEMOLISH CONCRETE PAVEMENT AND 4" CAST IRON

TRENCH DRAIN

2'-8" 0'-4"

PROPERTY LINE

ST

ST

ST

8" Ø STORM DRAIN (E)

LOT #1

'-2

1' -1

0"

4" CORRUGATED

DRAIN PIPE DOWN

4" SAN SEWER

13'-3"

0'-2"

0'-8"

4" CORRUGATED

DRAIN PIPE DOWN

NEW 8" WIDE DRAIN

TRENCH WITH ADA

GRATE

STARTING INVERT

-6"

SLOPE

2'-8"

1'-0"

4" SAN SEWER

C-101

12'-101 2"

24"x 24"

SLO

PE

NEW 6" WIDE POLYMER CONCRETE

DRAIN TRENCH WITH ADA GRATE

STARTING INVERT

-6"

PROPERTY LINE

4'-8" 2'-8"

ST

ST

ST

C-101

54'-7" on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

08/08/2025

GENERAL PROJECT INFORMATION

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-25-502REPLACE TRENCH DRAINS

AT SYRACUSE VAMC

S:

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TRENCH DRAIN PLANS & DETAILS

LOT 1 TRENCH DRAIN DEMOLITION PLAN

SCALE: 1" = 10'-0"1

TYPICAL TRENCH DRAIN

SECTION IN PAVEMENT DETAIL

SCALE: NONE8

SMALL CATCH BASIN DETAIL

SCALE: NONE7

LOT 1 TRENCH DRAIN PLAN

SCALE: 1" = 10'-0"2

BUILDING 16 TRENCH

DRAIN DEMOLITION PLAN

SCALE: 1/4" = 1'-0"3

BUIDLING 16 TRENCH DRAIN PLAN

SCALE: 1/4" = 1'-0"4

NORTH

NORTH

NORTH

NORTH

6" TRENCH DRAIN WITH ADA

IRON DUCTILE GRATE (LOT 1)

SCALE: NONE5

8" TRENCH DRAIN WITH ADA

IRON DUCTILE GRATE (BLDG 16)

SCALE: NONE6

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text R 2 " [54]18" [54]

AutoCAD SHX Text 5 " 14" [133]

AutoCAD SHX Text 4 " 14" [108]

AutoCAD SHX Text 6 " 14" [159]

AutoCAD SHX Text 12" THRU W/ 1116 x 516DEEP COUNTERBORE

AutoCAD SHX Text

HALF METER CHANNEL

AutoCAD SHX Text 6.30” (160mm)(160mm)

AutoCAD SHX Text 1.12” (28.5mm)(28.5mm)

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

39.37" (1 METER)

AutoCAD SHX Text 9.92” (252mm)(252mm)

AutoCAD SHX Text 7.87”

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 10.24” (260mm)(260mm)

AutoCAD SHX Text 0.43” (11mm)(11mm)

AutoCAD SHX Text

SLOT DIMENSION

AutoCAD SHX Text

KNOCK-OUTS INCLUDED ON EVERY 5TH CHANNEL

AutoCAD SHX Text 19.69" (0.5 meter)

AutoCAD SHX Text

END VIEW

AutoCAD SHX Text

BOTTOM VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

BOTTOM VIEW

AutoCAD SHX Text

1.35" (34.3MM) SLOT DIMENSION

AutoCAD SHX Text

4 "POWERLOK" GRATE GRATE LOCKING DEVICES PER METER TRENCH

AutoCAD SHX Text

39.37" (1 METER)

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

12" CONSTRUCTION JOINT W/SEALANT ALL 4 SIDES

AutoCAD SHX Text

TRENCH DRAIN W/ ADA CAST IRON GRATE AS SPEC'D

AutoCAD SHX Text

SLOPED CONCRETE PAD 1% PAVEMENT; SEE DETAIL

AutoCAD SHX Text

#4 CONT. BAR 12" O.C.

AutoCAD SHX Text #4 @ 12" O.C.

AutoCAD SHX Text NOTE: CATCH BASIN AS DETAILED SHALL BE ALTERED TO SUIT LOCAL CODES AS REQ'D; TO CONFORM TO SIZE, DEPTH, & MATERIAL

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text

SQUARE

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

SEE SITE PLAN FOR TOP LOCATION

AutoCAD SHX Text

SLOPED PAVEMENT

AutoCAD SHX Text

4,000 PSI CONCRETE

AutoCAD SHX Text

#3 BARS AT 12" O.C.

AutoCAD SHX Text

CAST IRON GRATE & FRAME; NEENAH R5901-E OR APPROVED EQUAL

AutoCAD SHX Text

24" DIA.

AutoCAD SHX Text

24" DIA.

AutoCAD SHX Text

OR SQUARE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text DRAWING KEYNOTES: 1. EXCAVATE AND REMOVE EXISTING ASPHALT AND SUB-GRADE MATERIAL AS NECESSARY EXCAVATE AND REMOVE EXISTING ASPHALT AND SUB-GRADE MATERIAL AS NECESSARY IN AREAS INDICATED ON DRAWING.IN ALL AREAS EXCAVATION SHALL BE REMOVAL OF ALL MATERIALS 9" BELOW EXISTING GRADE. DO NOT DISTRUBED EXISTING STRUCTURES WHILE EXCAVATING.REMOVE SPOILS FROM SITE WHILE EXCAVATING. 2. SEE SOW FOR BASIS OF DESIGN ON TRENCH AND OTHER CONSTRUCTION DESIGN. SEE SOW FOR BASIS OF DESIGN ON TRENCH AND OTHER CONSTRUCTION DESIGN.

AutoCAD SHX Text

APPLICABLE TO LOT 1 TRENCH ONLY.

AutoCAD SHX Text NOTES: 1. MATERIAL: ASTM A536 GR.65-45-12 DUCTILE IRON PAINT: HIGH BUILD EPOXY COAL TAR MATERIAL: ASTM A536 GR.65-45-12 DUCTILE IRON PAINT: HIGH BUILD EPOXY COAL TAR 2. TOTAL ORIFICE OPEN AREA IS 32 IN (26%) TOTAL ORIFICE OPEN AREA IS 32 IN (26%) 2 (26%) 3. THIS GRATE IS RATED FOR A LOAD CLASS "D" PER DIN/EN 1433 SECTION 9.1.3. THIS GRATE IS RATED FOR A LOAD CLASS "D" PER DIN/EN 1433 SECTION 9.1.3. 4. THIS GRATE IS ADA COMPLIANT.THIS GRATE IS ADA COMPLIANT.

CANOPY

LOT #1

MOVE MONUMENT HERE

INSTALL SOLAR

LANDSCAPE LIGHT & PLANTS

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

08/08/2025

GENERAL PROJECT INFORMATION

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-25-502REPLACE TRENCH DRAINS

AT SYRACUSE VAMC

S:

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C-101

KWFMS

LIGHT POLE AND MONUMENT

SITE PLAN

DETAIL PLANS

SCALE: 1" = 10'-0"1

NORTH

C-101

UNDERGROUND CONCRETE PULLBOX

SCALE: NONE

C-101

NEW LIGHT POLE & BASE DETAIL

SCALE: NONE

RELOCATE MONUMENT TO INSTALL

NEW SOLAR LIGHT & POLE FROM HERE

LOT 1 LIGHT POLE PLAN

SCALE: 1" = 1'-0"2

NORTH

MONUMENT PLAN

SCALE: 1/2" = 1'-0"3

NORTH

C-101

AutoCAD SHX Text

BURNDY'S COMPRESSION CONNECTOR CAT NO. YGHC34C26

AutoCAD SHX Text

FIN. GRADE

AutoCAD SHX Text

4,000 PSI CONCRETE. VIBRATE CONCRETE TO ENSURE SMOOTH FORM FINISH ABOVE GRADE.

AutoCAD SHX Text

PRECAST BASE OR CAST IN PLACE WITH SONOTUBE REMOVED TO 6" BELOW GRADE (TYPE).

AutoCAD SHX Text

COMPACTED BASE OR UNDISTURBED SUBGRADE

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 8"

AutoCAD SHX Text

5' MIN.

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 24"

AutoCAD SHX Text

6.1 M (20 FEET) NO. 4 AWG BARE COPPER COILED AT BOTTOM OF POLE BASE.

AutoCAD SHX Text CONDUIT(S) WITH BELL ENDS (TYPE). SIZE, QUANTITY AND WIRING AS INDICATED ON PLANS

AutoCAD SHX Text

CLEAN 3/4" STONE COMPACTED

AutoCAD SHX Text GRADE. FEATHER & TAMP BACKFILL TO CREATE FLUSH INSTALLATION AND POSITIVE DRAINAGE AWAY FROM BOX

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 12"

AutoCAD SHX Text

PULLBOX (SEE SPECIFICATIONS)

AutoCAD SHX Text

LINE SIDES OF EXCAVATION WITH MIRIFI GEOTEXTILE

AutoCAD SHX Text 12"

AutoCAD SHX Text [304.8mm]

AutoCAD SHX Text [304.8mm]

AutoCAD SHX Text

CAST IRON COVER

AutoCAD SHX Text

PREFABRICATED PULL BOX WITH INTEGRAL PERFORATED SLAB

AutoCAD SHX Text

SYMBOL ON PLAN FOR PULL BOX/HANDOLE

AutoCAD SHX Text TRACER WIRE. PROVIDE MACHINE PRINTED CIRCUIT LABELS FOR CIRCUITS. HANDWRITTEN LABELS UNACCEPTABLE.

AutoCAD SHX Text RUN TRACER WIRE ATTACHED TO EACH CONDUIT INTO POLE BASE. PROVIDE MACHINE PRINTED CIRCUIT LABELS FOR CIRCUITS. HANDWRITTEN LABELS UNACCEPTABLE. REFER TO SPEC SECTIONS 260541 AND 312000

AutoCAD SHX Text SITE CONTRACTOR SHALL REPORT HIGH WATER TABLE TO COR IMMEDIATELY IF GROUND WATER OR SOIL MOTTLING IS VISIBLE IN POLE BASE EXCAVATION.

AutoCAD SHX Text 24"

AutoCAD SHX Text

25'-0" ROUND, TAPERED STEEL POLE WITH BRONZE POWDER COAT FACTORY FINISH

AutoCAD SHX Text

PROVIDE BASE COVER AS FURNISHED BY POLE MANUFACTURER

AutoCAD SHX Text

FILL ALL LEVELED POLE BASE VOIDS WITH NONSHRINK GROUT

AutoCAD SHX Text

BOLT SIZE, LAYOUT AND MOUNTING PROCEDURE AS PER MFG. SPECS.

AutoCAD SHX Text SOLAR MODULE 190W RATED CAPACITY 44.29 x 37.6 x 1.37IN WEIGHT PANEL: 25.35LBS

AutoCAD SHX Text ESSENTIAL (CK) LUMINAIRE 14.17"x14.76"x2.80"

AutoCAD SHX Text

25 FT.

AutoCAD SHX Text

27 FT.

AutoCAD SHX Text

#4 TIES @ 12" O.C.

AutoCAD SHX Text

6-#6 RE-BARS VERT.

NOTES: 1. EEQ1C-D LOCATED IN C137A EEQ1C-D LOCATED IN C137A 2.

VESTIBULE

C136

SECURITY

MECH

C137A

MECH

C137B

C151

C118

C116

C122

C137

EEQ1C-D

FED FROM EEQ1C-D

CKT #40

PB

PB GATE

PB GATE

LOT 1 GATE ARM PLAN

SCALE: 1/8" = 1'-0"1

NORTH

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B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

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97 8654321

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

DRAWING NUMBER

BUILDING NUMBER

PROJECT NUMBER

REVISION DATE

SYRACUSE

VA MEDICAL

CENTER

ENGINEERING

DEPARTMENT

800 IRVING AVE. SYRACUSE, NY 13210

08/08/2025

GENERAL PROJECT INFORMATION

DWG.

U.S. Department of Veterans Affairs

B

A

C

D

E

F

528A7-25-502REPLACE TRENCH DRAINS

AT SYRACUSE VAMC

S:

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KWFMS

LOT 1

GATE ARM PLANS

AutoCAD SHX Text DRAWING KEYNOTES: 1. RELOCATE EXISTING REAR GATE CONTROL FROM WINDOW TO OPERATOR DESK AS RELOCATE EXISTING REAR GATE CONTROL FROM WINDOW TO OPERATOR DESK AS SHOWN. USE ELEVATED FLOOR FOR RELOCATING WIRES. 2. RUN NEW 3/4" CONDUITS AND INCLUDE WIRES FROM UNDER OPERATOR CONTROL RUN NEW 3/4" CONDUITS AND INCLUDE WIRES FROM UNDER OPERATOR CONTROL DESK TO C137A CLOSET. 3. ADD PUSHBUTTON UP/DOWN CONTROLS FOR LOT 1 GATE ARM. ADD PUSHBUTTON UP/DOWN CONTROLS FOR LOT 1 GATE ARM. 4. PROVIDE NEW HEAVY DUTY BARRIER GATE OPERATOR WITH 12' GATE ARM INCLUDE PROVIDE NEW HEAVY DUTY BARRIER GATE OPERATOR WITH 12' GATE ARM INCLUDE TWO LOOPSENSOR WIRES INTO GATE BARRIER OPERATOR. 5. PROVIDE 4 SETS OF CONTROL WIRES BETWEEN C137A AND GATE OPERATOR. PROVIDE 4 SETS OF CONTROL WIRES BETWEEN C137A AND GATE OPERATOR. 6. PROVIDE 20A 110-220V WIRING WITH GROUND BETWEEN BARRIER OPERATOR AND PROVIDE 20A 110-220V WIRING WITH GROUND BETWEEN BARRIER OPERATOR AND PANEL EEQC1-D.

GENERAL NOTES: 1. GATE ARM IS GOVERNMENT FURNISHED EQUIPMENT/CONTRACTOR INSTALLED.GATE ARM IS GOVERNMENT FURNISHED EQUIPMENT/CONTRACTOR INSTALLED.