Combined Drawing List.pdf

PDF 21 MB Posted Apr 29, 2026

Attached to: Construct Main Gate Canopy
Solicitation number: W50S8D26QA011
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Apr 29, 2026

This document is a set of architectural and engineering design drawings for a New Facility Main Gate Overhang project at Stewart Air National Guard Base in Newburgh, New York, prepared for the 105th Airlift Wing. The 100% B3 submittal, dated April 20, 2023, includes comprehensive construction plans and details for a new covered canopy structure at the main gate entrance, with associated site improvements including demolition, grading, utilities, and stormwater management. The project number is WHAY210009, and the design is prepared by QPK Design (Job #218269) and Pond Engineering (Job #1190117).

The design package encompasses site layout and materials plans showing the canopy structure spanning both inbound and outbound lanes with a covered area of approximately 67 feet in length and 21-23 feet in width. Key construction elements include concrete pavement and curbing, asphalt pavement repairs, new storm drainage infrastructure (6-inch PVC pipes at 0.5% slope with cleanouts), and utility coordination. Structural components comprise steel tube columns with concrete footings and piers, pre-finished metal roofing and paneling, and integral gutters. The drawings specify removal of existing pavement, stone groundcover, and removable bollards, with restoration of disturbed areas. Building elevations, sections, and details illustrate the architectural finishes, including dimensional letter signage (Bid Option #1) and communications/electrical infrastructure. General notes require contractor compliance with erosion and sediment control standards per New York State DEC regulations, utility location 72 hours prior to excavation, and staged storm infrastructure installation to maintain continuous gate operation.

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Other files

File	Type	Posted
SF 1442 - W50S8D26QA011_0002.pdf	PDF	May 30, 2026
IMG_0325.jpg	JPG image	May 30, 2026
RFI 2.pdf	PDF	May 30, 2026
IMG_0326.jpg	JPG image	May 30, 2026
SF 30 Solicitation Amendment W50S8D26QA011_0002.pdf	PDF	May 30, 2026
IMG_0327.jpg	JPG image	May 30, 2026
Combined Drawing List - RFI_8 Revision C-102_C-501.pdf	PDF	May 30, 2026
Pre-Proposal Conference Minutes.pdf	PDF	May 27, 2026
RFI 1.pdf	PDF	May 27, 2026
Pre-Proposal Conference Attendance Sheet.pdf	PDF	May 27, 2026
SF 30 Solicitation Amendment W50S8D26QA011_0001.pdf	PDF	May 20, 2026
Project Specifications.pdf	PDF	May 20, 2026
SF 1442 - W50S8D26QA011_0001.pdf	PDF	May 20, 2026
Wage Determination.pdf	PDF	May 20, 2026
SF 1442 - W50S8D26QA011.pdf	PDF	Apr 29, 2026
Statement of Work.pdf	PDF	Apr 29, 2026
Supplemental Drawings.pdf	PDF	Apr 29, 2026
Wage Determination.pdf	PDF	Apr 29, 2026

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WB-67 - Interstate Semi- Trailer WB-65 - Interstate Semi- Trailer

N Y S

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N Y S

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#13V28 V27 12" W ater

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Elev. 434.6'18" CIPStorm Drain ManholeRim: 446.9'Inv A: 439.5' 24" RCPInv B: 439.6' 18" CIPInv C: 442.5' 24" RCPInv D: 442.6' 24" RCPABCD Elev. 426.8'8" CPP

Elev.

435.1'

36" RCP

Elev. 437.3 1"

PVC

Elev. 437.0 4"

PVC

Elev.

435.8' 36"

RCP

Elev. 413.1'6" CIPElev. 406.8'48" RCP

Elev.440.4' 24"RCPElev. 434.2'

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El ev 4.

Elev.

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18" C

Ele v.

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Inv A : 4 .7' 8" C

Inv B : 4 .7' 8" C

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EElev.

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RCP

El ev 1.

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Elev. 435.3'

36" RCP

Elev.

435.1' 36"

RCP

Elev. 411.4'

12" RCP

Elev. 411.1'

12" RCP

Elev. 400.1'

12" RCP

Elev. 400.0'

12" RCP

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Elev.

440.3'

24" RCP

Sto rm D rai n Ma nh ole

Rim : 4 .2'

Inv A : 4 .1' 8" C

Inv B : 4 .3'

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Inv C : 4 .3' 0" C

Inv D : 4 .0' 2" C

Inv E : 4 .9' 4"

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Elev. 434.6'18" CIPStorm Drain ManholeRim: 446.9'Inv A: 439.5' 24" RCPInv B: 439.6' 18" CIPInv C: 442.5' 24" RCPInv D: 442.6' 24" RCPABCD Elev. 426.8'8" CPP

Elev.

435.1'

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Elev. 437.3 1"

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Elev. 437.0 4"

PVC

Elev.

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RCP

Elev. 413.1'6" CIPElev. 406.8'48" RCP

Elev.440.4' 24"RCPElev. 434.2'

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El ev 4.

Elev.

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Ele v.

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Sto rm D rai n Ma nh ole

Rim : 4 .8'

Inv A : 4 .7' 8" C

Inv B : 4 .7' 8" C

Inv C : 4 .5' T op o f

Va lve

EElev.

.4'

14"

RCP

El ev 1.

E le v.

R C P

Ele v.

7.1

Ele v.

8.1

Elev. 435.3'

36" RCP

Elev.

435.1' 36"

RCP

Elev. 411.4'

12" RCP

Elev. 411.1'

12" RCP

Elev. 400.1'

12" RCP

Elev. 400.0'

12" RCP

Iron Pin Found OnLineIron Pin FoundSouth 86°59'49"East 0.27'From CornerIron Pin Found OnLine

C .L .F

As ph alt

Pa rki ng

13.5' SecurityGateC h a in

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Overhang

N Y S

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M a g u y

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Conc.

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C o n cr et e

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Grass Swale C.L.F.

Elev. 393.8'48" RCPN Y S

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E A S T

M a gu ir e

W a y

Elev.

440.3'

24" RCP

Sto rm D rai n Ma nh ole

Rim : 4 .2'

Inv A : 4 .1' 8" C

Inv B : 4 .3'

CIP

Inv C : 4 .3' 0" C

Inv D : 4 .0' 2" C

Inv E : 4 .9'

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Elev. 434.6'18" CIPStorm Drain ManholeRim: 446.9'Inv A: 439.5' 24" RCPInv B: 439.6' 18" CIPInv C: 442.5' 24" RCPInv D: 442.6' 24" RCPABCD Elev. 426.8'8" CPP

Elev.

435.1'

36" RCP

Elev. 437.3 1"

PVC

Elev. 437.0 4"

PVC

Elev.

435.8' 36"

RCP

Elev. 413.1'6" CIPElev. 406.8'48" RCP

Elev.440.4' 24"RCPElev. 434.2'

12" PVC

El ev 4.

Elev.

446.5'

18" C

Ele v.

.5'

15"

A C

Sto rm D rai n Ma nh ole

Rim : 4 .8'

Inv A : 4 .7' 8" C

Inv B : 4 .7' 8" C

Inv C : 4 .5' T op o f

Va lve

EElev.

.4'

14"

RCP

El ev 1.

E le v.

R C P

Ele v.

7.1

Ele v.

8.1

Elev. 435.3'

36" RCP

Elev.

435.1' 36"

RCP

Elev. 411.4'

12" RCP

Elev. 411.1'

12" RCP

Elev. 400.1'

12" RCP

Elev. 400.0'

12" RCP

Iron Pin Found OnLineIron Pin FoundSouth 86°59'49"East 0.27'From CornerIron Pin Found OnLine

C .L .F

As ph alt

Pa rki ng

13.5' SecurityGateC h a in

Li n k

F e n c e

Overhang

N Y S

N E

E A S T

N Y S

N E

E A S T

M a g u y

NYS Route 17k(Cochecto nTurnpike)

Falcon Drive

Hercules

Avenue

M ag u ir e

W ay

Concrete w/ Metal Barriers

MetalBarrierMetalBarrier

Conc.

Co nc

C o n c re te

C o n cr et e

S w a le

Grass Swale C.L.F.

Elev. 393.8'48" RCPN Y S

N E

E A S T

M a gu ir e

W a y

Elev.

440.3'

24" RCP

Sto rm D rai n Ma nh ole

Rim : 4 .2'

Inv A : 4 .1' 8" C

Inv B : 4 .3'

CIP

Inv C : 4 .3' 0" C

Inv D : 4 .0' 2" C

Inv E : 4 .9'

N Y S

N E

E A S T

Conc

Swale

C o n c re te

S w a le

Waste Water StorageTankOil WaterSeparator Bollard

Bollard

TETE

INBOUNDLANEOUTBOUND

LANETR

K I

WB-67 - Interstate Semi-Trailer WB-65 - Interstate Semi-Trailer N Y S

N E

E A S T

N Y S

N E

E A S T

N Y S

N E

E A S T

Enclo sure

Trans form er

#13V28V2712" W ater

Line

W at er

Li ne

12" W ater

Line #31

Unkn own

Vault

MH3MH21

MH22MH23

3" Gas

M ain

6" Gas

Main High PressureGasGa s M et er a nd

Re gu la to r Va ul t

(S ee N ot es

MATCHLINEMATCHLINEMATCHLINEMATCHLINE

MATCHLINEMATCHLINE

1StoryMetal

1 StoryBrick C h a in

Li n k

F e n c e

C.L.F.C.L.F.C h a in

Li n k

F e n c e

C ha in

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Fe nc e

Elev. 434.6'18" CIPStorm Drain ManholeRim: 446.9'Inv A: 439.5' 24" RCPInv B: 439.6' 18" CIPInv C: 442.5' 24" RCPInv D: 442.6' 24" RCPABCDElev. 426.8'8" CPPElev.435.1'36" RCPElev. 437.3 1"PVCElev. 437.0 4"PVC

Elev.435.8' 36"RCP

Elev. 413.1'6" CIPElev. 406.8'48" RCP

Elev.440.4' 24"RCPElev. 434.2'

12" PVC

El ev 4.

BCElev.

446.5'

18" C

ADEle v.

.5'

15"

BACSto rm D rai n Ma nh ole

Rim : 4 .8'

Inv A : 4 .7' 8" C

Inv B : 4 .7' 8" C

Inv C : 4 .5' T op o f V alv e

EElev.

.4'

14"

RCP

El ev 1.

E le v.

R C P

Ele v.

7.1

Ele v.

8.1

Elev. 435.3'

36" RCP

Elev.435.1' 36"

RCP

Elev. 411.4'

12" RCP

Elev. 411.1'

12" RCP

Elev. 400.1'

12" RCP

Elev. 400.0'

12" RCP

Iron Pin Found OnLineIron Pin FoundSouth 86°59'49"East 0.27'From CornerIron Pin Found OnLine

C .L .F

As ph alt

Pa rki ng

13.5'SecurityGateC h a in

Li n k

F e n c e

N Y S

N E

E A S T

M a g u ir e

W a y

NYS Route 17k

(Cochecton Turnpike)

Falcon Drive

Hercules Avenue

M ag u ir e W ay

Concrete w/MetalBarriersMetalBarrierMetalBarrier

Conc.

Co nc

C o n c re te

C o n cr et e

S w a le

Grass Swale C.L.F.

Elev. 393.8'48" RCPM a gu ir e W a y

Elev.440.3'24" RCPSto rm D rai n Ma nh ole

Rim : 4 .2'

Inv A : 4 .1' 8" C

Inv B : 4 .3'

CIP

Inv C : 4 .3' 0" C

Inv D : 4 .0' 2" C

Inv E : 4 .9' 4" R

Conc

SwaleC o n c re te

S w a le

Waste Water StorageTankOil WaterSeparatorBollard

Bollard

NO GOOD. ROTATED DOUBLE DUE TO BEING IN SAME FILE AS LOCAL EFFED UPPOINTS!!!

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W at er

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12" W ater

Line

Enclo sure

Trans form er

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MATCHLINEMATCHLINEMATCHLINEMATCHLINE

MATCHLINEMATCHLINE

1StoryMetal1StoryBlock

1 StoryBrick C h a in

Li n k

F e n c e

C.L.F.C.L.F.C h a in

Li n k

F e n c e

C ha in

Li nk

Fe nc e

Elev.435.8' 36"RCP

Elev. 413.1'6" CIPElev. 406.8'48" RCP

Elev.440.4' 24"RCPElev. 434.2'

12" PVC

El ev 4.

BCElev.

446.5'

18" C

ADEle v.

.5'

15"

BACSto rm D rai n Ma nh ole

Rim : 4 .8'

Inv A : 4 .7' 8" C

Inv B : 4 .7' 8" C

Inv C : 4 .5' T op o f V alv e

EElev.

.4'

14"

RCP

El ev 1.

E le v.

R C P

Ele v.

7.1

Ele v.

8.1

Elev. 435.3'

36" RCP

Elev.435.1' 36"

RCP

Elev. 411.4'

12" RCP

Elev. 411.1'

12" RCP

Elev. 400.1'

12" RCP

Elev. 400.0'

12" RCP

Iron Pin Found OnLineIron Pin FoundSouth 86°59'49"East 0.27'From CornerIron Pin Found OnLine

C .L .F

As ph alt

Pa rki ng

13.5'SecurityGateC h a in

Li n k

F e n c e

OverhangN Y S

N E

E A S T

N Y S

N E

E A S T

M a g u ir e

W a y

NYS Route 17k

(Cochecton Turnpike)

Falcon Drive

Hercules Avenue

M ag u ir e W ay

Concrete w/MetalBarriersMetalBarrierMetalBarrier

Conc.

Co nc

C o n c re te

C o n cr et e

S w a le

Grass Swale C.L.F.

Elev. 393.8'48" RCPN Y S

N E

E A S T

M a gu ir e W a y

Elev.440.3'24" RCPSto rm D rai n Ma nh ole

Rim : 4 .2'

Inv A : 4 .1' 8" C

Inv B : 4 .3'

CIP

Inv C : 4 .3' 0" C

Inv D : 4 .0' 2" C

Inv E : 4 .9' 4" R

N Y S

N E

E A S T

Conc

SwaleC o n c re te

S w a le

Waste Water StorageTankOil WaterSeparatorBollard

Bollard

TENO GOOD. ROTATED DOUBLE DUE TO BEING IN SAME FILE AS LOCAL EFFED UPPOINTS!!!

NO GOOD. ROTATED DOUBLE DUE TO BEING IN SAME FILE AS LOCAL EFFED UPPOINTS!!!

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Line

W at er

Li ne

12" W ater

Line

Enclo sure

Trans form er

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TTTTSTSTSTSTSTSTS

DYHWVDYHWVDYH

DYHWV

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#31

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MH22MH23E

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E 3" Gas

M ain

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Main High PressureGasGa s M et er a nd

Re gu la to r Va ul t

(S ee N ot es

MATCHLINEMATCHLINEMATCHLINEMATCHLINE

MATCHLINEMATCHLINE

1StoryMetal1StoryBlock

1 StoryBrick C h a in

Li n k

F e n c e

C.L.F.C.L.F.C h a in

Li n k

F e n c e

C ha in

Li nk

Fe nc e

Elev.435.8' 36"RCP

Elev. 413.1'6" CIPElev. 406.8'48" RCP

Elev.440.4' 24"RCPElev. 434.2'

12" PVC

El ev 4.

BCElev.

446.5'

18" C

ADEle v.

.5'

15"

BACSto rm D rai n Ma nh ole

Rim : 4 .8'

Inv A : 4 .7' 8" C

Inv B : 4 .7' 8" C

Inv C : 4 .5' T op o f V alv e

EElev.

.4'

14"

RCP

El ev 1.

E le v.

R C P

Ele v.

7.1

Ele v.

8.1

Elev. 435.3'

36" RCP

Elev.435.1' 36"

RCP

Elev. 411.4'

12" RCP

Elev. 411.1'

12" RCP

Elev. 400.1'

12" RCP

Elev. 400.0'

12" RCP

Iron Pin Found OnLineIron Pin FoundSouth 86°59'49"East 0.27'From CornerIron Pin Found OnLine

C .L .F

As ph alt

Pa rki ng

13.5'SecurityGateC h a in

Li n k

F e n c e

OverhangN Y S

N E

E A S T

N Y S

N E

E A S T

M a g u ir e

W a y

NYS Route 17k

(Cochecton Turnpike)

Falcon Drive

Hercules Avenue

M ag u ir e W ay

Concrete w/MetalBarriersMetalBarrierMetalBarrier

Conc.

Co nc

C o n c re te

C o n cr et e

S w a le

Grass Swale C.L.F.

Elev. 393.8'48" RCPN Y S

N E

E A S T

M a gu ir e W a y

Elev.440.3'24" RCPSto rm D rai n Ma nh ole

Rim : 4 .2'

Inv A : 4 .1' 8" C

Inv B : 4 .3'

CIP

Inv C : 4 .3' 0" C

Inv D : 4 .0' 2" C

Inv E : 4 .9' 4" R

N Y S

N E

E A S T

Conc

SwaleC o n c re te

S w a le

Waste Water StorageTankOil WaterSeparatorBollard

Bollard

TETE

LOCATION MAP

PROJECT

NORTH

PROJECT LOCATION

BASE MAP

PROJECT

NORTH

PROJECT SITE

QPK DESIGN

450 South Salina Street Suite 500 PO Box 29 Syracuse, NY 13201-0029 Phone (315) 472-7806 Fax (315) 472-7800

1 2 3 4 5

SHEET OF

3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744

SHEET ID

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

Ph on e (6

) 3

-7

Fa x

) 3

-7

N D

J O

B# : 1

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

E D

N M

So ut h Sa lin a

St re et Su ite

B ox

Sy ra cu se

, N Y

-0

J O

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

D :\R

_L O

0- A2

ev in e2 .rv t

G-001

100% B3 SUBMITTAL

NEW FACILITY - MAIN GATE OVERHANG

NEW YORK AIR NATIONAL GUARD

100% B3 SUBMITTAL

04/20/2023

105TH AIRLIFT WING

STEWART AIR NATIONAL GUARD BASE

NEWBURGH, NY 12550

Y O

R K

M Q

C O

S H

- M

E O

G N

O R

R N

G U

H A

D B

G H

, N Y

T N

U M

: W H

NOTE: IMAGE IS FOR ILLUSTRATIVE PURPOSES ONLY

DRAWING LIST

GENERAL INFORMATION

G-001 COVER SHEET

SITE

C-001 GENERAL INFORMATION

CD-101 DEMOLITION/ EROSION & SEDIMENTATION CONTROL PLAN

C-101 SITE LAYOUT & MATERIALS PLAN

C-102 GRADING AND UTILITY PLAN

L-501 DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-101 CANOPY FOUNDATION PLANS AND DETAILS

ARCHITECTURAL

A-001 GENERAL INFORMATION

A-101 PLANS

A-201 ELEVATIONS, SECTIONS

A-301 SECTION DETAIL

A-901 AERIAL VIEW

ELECTRICAL

E-101 ELECTRICAL AND COMMUNICATIONS PLANS

BID OPTION SCHEDULE

NUMBER DESCRIPTION

1 PROVIDE DIMENSIONAL LETTER SIGNAGE.

SUPPLEMENTAL DRAWINGS

TO BE ISSUED UNDER SEPARATE COVER

1 OF 4 TOPOGRAPHIC SURVEY OF PORTION OF LANDS PREPARED FOR STEWART ANG - POND

2 OF 4 TOPOGRAPHIC SURVEY OF PORTION OF LANDS PREPARED FOR STEWART ANG - POND

3 OF 4 TOPOGRAPHIC SURVEY OF PORTION OF LANDS PREPARED FOR STEWART ANG - POND

4 OF 4 TOPOGRAPHIC SURVEY OF PORTION OF LANDS PREPARED FOR STEWART ANG - POND

1 2 3 4 5

SHEET ID

P ar kw ay

L an e, S uit e

Pe ac ht re e Co rn er s, GA

Ph on e

) 3

-7

Fa x (

-7

: 1

B Y:

N O.

NORTH

So ut h

Sa lin a St re et

Su ite

Bo x 2

Sy ra cu se

, N Y

-0

JC AR JM

H, N Y

A M

AC-FT ACRE-FEET MH MANHOLE

AC ACRES MFR MANUFACTURER

ACC ASPHALT CEMENT CONCRETE MATL MATERIAL

ADDM ADDENDUM MAX MAXIMUM

ALT ALTERNATE MECH MECHANICAL

ALUM ALUMINUM MTL METAL

ADA AMERICAN WITH DISABILITIES ACT MIN MINIMUM

AB ANCHOR BOLT MISC MISCELLANEOUS

ANOD ANODIZED

APPROX APPROXIMATE N

ARCH ARCHITECT(URAL) NOM NOMINAL

AD AREA DRAIN N NORTH

ASPH ASPHALT NA NOT APPLICABLE

NIC NOT IN CONTRACT

B NTS NOT TO SCALE

BSMT BASEMENT NO NUMBER

BM BEAM, BENCHMARK

BC BOTTOM OF CURB O

BW BOTTOM OF WALL OC ON CENTER

BLDG BUILDING OPNG OPENING

OD OUTSIDE DIAMETER

C OH OVERHEAD

CIP CAST IRON / CURB INLET OHC OVERHEAD COMMUNICATIONS

CIP CAST IRON PIPE / CAST IN PLACE OHE OVERHEAD ELECTRIC

CB CATCH BASIN

CL CENTERLINE P

CO CLEANOUT PL PROPERTY LINE

CLR CLEAR PC POINT OF CURVE

COL COLUMN PCC PORTLAND CEMENT CONCRETE

COMB COMBINATION PERF PERFORATED

COM COMMUNICATION PI PINT OF INTERSECTION

CONC CONCRETE PLBG PLUMBING

CMU CONCRETE MASONRY UNIT PLYWD PLYWOOD

CONSTR CONSTRUCTION PT PRESSURE TREATED

CJ CONSTRUCTION JOINT PVC POLYVINYL CHLORIDE (PLASTIC)

CONT CONTINUOUS PSI POUNDS PER SQUARE INCH

CLL CONTRACT LIMIT LINE PSF POUNDS PER SQUARE FOOT

CONTR CONTRACTOR PW PRIVATE WATER / DOMESTIC WATER

COORD COORDINATE

CMP CORRUGATED METAL PIPE Q

CU FT CUBIC FEET QTY QUANTITY

CFS CUBIC FEET PER SECOND

CU YD CUBIC YARD R

R RADIUS

D REINF REINFORCE(D)(-ING)

DIA DIAMETER RCP REINFORCED CONCRETE PIPE

DIM DIMENSION REQ'D REQUIRED

DWG DRAWING REV REVISION

DI DROP INLET ROW RIGHT OF WAY

DIP DUCTILE IRON PIPE

E SAN SANITARY

EA EACH SD STORM DRAIN

E EAST SS SANITARY SEWER

ELEC EKECTIC(AL) SCHED SCHEDULE

EL ELEVATION SJ SCORED JOINT

EQ EQUAL SECT SECTION

EST ESTIMATE SHT SHEET

EXIST EXISTING S SOUTH

EXIST GR EXISTING GRADE SPEC SPECIFICATION

EXP EXPANSION SQ SQUARE

EJ EXPANSION JOINT SF SQUARE FEET

STD STANDARD

F STM STEAM

FT/FT FEET PER FOOT STW STORMWATER

FPS FEET PER SECOND STRUCT STRUCTURE / STRUCTURAL

FFE FINISH FLOOR ELEVATION

FF EL FINISH FLOOR ELEVATION T

FIN FINISH(ED) TD TRENCH DRAIN

FIN GR FINISHED GRADE TEL TELEPHONE

FH FIRE HYDRANT TC TOP OF CURB

FLR FLOOR TOW TOP OF WALL

FT FOOT / FEET TYP TYPICAL

G U

GALV GALVINIZED UE UNDERGROUND ELECTRIC

GA GAUGE UNO UNLESS NOTED OTHERWISE

G NATURAL GAS

H VIF VERIFY IN FIELD

HT HEIGHT VERT VERTICAL

HDPE HIGH DENSITY POLYETHELENE PIPE

HORIZ HORIZONTAL W

HYD HYDRANT WTR WATER

W WEST

I W/ WITH

INCL INCLUDE(D)(-ING) W/O WITHOUT

ID INSIDE DIAMETER WPT WORKPOINT

INV INVERT

J YR YEAR

JT JOINT

LAT LATTITUDE

LB POUND

LP LIGHT POLE

LF LINEAR FEET

B4 GENERAL NOTES

A4 EROSION & SEDIMENT CONTROL / CONSTRUCTION MAINTENANCE NOTESA1 ABBREVIATION LIST

SCALE: NOT TO SCALE

VIEW CALLOUT LEGEND

L-001 B1

L-001 C1

REVISION

NUMBER

REVISION

CLOUD

SHEET NOTE

NUMBER

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED.

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED.

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED. PLAN DETAIL

DETAIL

SECTION

DETAIL

POINTER

SHEET

KEYNOTE

REVISION

NOTE

SCALE: 1/8"=1'-0"A1 View Name

DETAIL NUMBER

DETAIL NAME

DETAIL SCALE

F1 F2 F3 F4 F5 F6 F7

E1 E2 E3 E4 E5 E6 E7

D1 D2 D3 D4 D5 D6 D7

C1 C2 C3 C4 C5 C6 C7

B1 B2 B3 B4 B5 B6 B7

A1 A2 A3 A4 A5 A6 A7

1 2 3 4 5 6 7

L-101

LANDSCAPE

PLAN

S H E E T T I T L E

D A T E

P R O J E C T N U M

XX/XX/XX

Project Number

R E V I S I O N S

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING

UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THIS

DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING ARCHITECT

SHALL AFFIX THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED

BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A

SPECIFIC DESCRIPTION OF THE ALTERATION

Enter address here

Owner

Project Name

NOT FOR CONSTRUCTION

PROJECT

NORTH

PROPOSED

BUILDING WALL/EDGE

CONCRETE PAVEMENT

ASPHALT PAVEMENT

BUILDING DOOR

BUILDING OVERHANG

OE OEOVERHEAD POWER/ELECTRICAL

UE UEUNDERGROUND POWER/ELECTRICAL

PROPERTY LINE

SETBACK LINE

EASEMENT LINE

CENTERLINE

O O OFENCE

TREE LINE

SAN SANSANITARY SEWER

SWALE CENTER LINE

● ● ●EDGE OF WATER (POND, LAKE, STREAM)

MINOR OR INTERVAL CONTOURS

MAJOR CONTOURS

REMOVALS

E J

PAVEMENT TO BE REMOVED/SAW-CUT LINE

STORM DRAIN LINE TO BE REMOVED SD SD SD

SANITARY SEWER LINE TO BE REMOVED

G G GNATURAL GAS LINE

SD SDSTORM DRAIN PIPE

DOMESTIC WATER LINE

UNDERDRAIN > > > >

SPOT ELEVATIONS

SILT FENCE

INLET PROTECTION (TYPE 1, 2, 3, ETC.)

CHECK DAM

FLARED END SECTION & RIP/RAP

RIP/RAP

● CLLCONTRACT LIMIT LINE (CLL)

PW PW

UTILITY POLE

LIGHT POLE

COMMUNICATIONS/FIBER OPTIC MANHOLE/BOX

ELECTRIC MANHOLE/ & VAULT

C T

UTILITY PULLBOX

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

STEAM MANHOLE & VAULT

E C

UNDERGROUND UTILITY CLEANOUT

DOMESTIC WATER MANHOLE W

STM STM

DOMESTIC WATER VALVE WV

CATCH BASIN/STORM INLET

CICURB INLET

CB SI

WATER HYDRANT

DECIDUOUS TREE

CONIFEROUS TREE

SHRUBS (DECIDUOUS & CONIFEROUS)

LP LP

SS SS SS

CATCH BASIN SEDIMENT TRAP

CURB

EXISTING

BUILDING EXTERIOR WALL

BUILDING DOOR

BUILDING OVERHANG

OVERHEAD COMMUNICATIONS/FIBER OPTIC/TELE

COM COMUNDERGROUND COMMUNICATIONS/FIBER/TELE

G G GNATURAL GAS LINE

OHE OHEOVERHEAD POWER/ELECTRICAL

UE UEUNDERGROUND POWER/ELECTRICAL

PROPERTY LINE

SETBACK LINE

EASEMENT LINE

CENTERLINE

X X X XFENCE

TREE LINE (WOODS, MASSINGS, ETC.)

SAN SANSANITARY SEWER

> > >SWALE CENTER LINE

STM STMSTEAM LINE

SD SDSTORM LINE

MINOR OR INTERVAL CONTOURS

MAJOR CONTOURS

DOMESTIC WATER PW PW

UNIDENTIFIED UNDERGROUND UTILITIES UID UID

RIP/RAP

WETLANDS

SPOT ELEVATION 255.65

255.65 255.65

SURVEY MONUMENT/BENCHMARK

UTILITY POLE

LIGHT POLE

COMMUNICATIONS/FIBER OPTIC MANHOLE/BOX

ELECTRIC MANHOLE/ & VAULT

C T

UTILITY PULLBOX

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

STEAM MANHOLE & VAULT

E C

CLEANOUT

DOMESTIC WATER MANHOLE W

STM STM

DOMESTIC WATER VALVE WV

CATCH BASIN/STORM INLET

CICURB INLET

CB SI

FIRE HYDRANT

BORE OR CORE HOLE

TREE

SHRUBS (DECIDUOUS & CONIFEROUS)

100.00

FORCE MAIN FM FM

CONCRETE WASHOUT

FM FMFORCE MAIN

TEMPORARY SEDIMENT BASIN & PIPE OUTLET

GRAVEL MULCH

SCALE: NOT TO SCALE

GRAPHIC SYMBOL LEGEND

1. DRAWINGS ARE BASED ON RECORD DOCUMENTS PROVIDED BY STEWART AIR NATIONAL GUARD BASE. ADDITIONAL INFORMATION WAS ADDED TO SUPPLEMENT EXISTING UTILITY INFORMATION FROM DRAWINGS TITLED "REPAIR WATER DISTRIBUTION SYSTEM, PROJECT NO. WHAY972008" (RWDS) DATED 20 NOVEMBER 2009 PROVIDED BY STEWART

AIR NATIONAL GUARD BASE.

2. LOCATIONS OF THE UNDERGROUND UTILITIES AND OTHER UNDERGROUND STRUCTURES WERE OBTAINED BY FIELD MEASUREMENTS WHERE POSSIBLE. OTHERWISE, THEY WERE OBTAINED FROM OTHER SOURCES AND MAY BE APPROXIMATE ONLY. OTHER UNDERGROUND UTILITIES AND STRUCTURES MAY EXIST, BUT THEIR LOCATIONS ARE PRESENTLY UNKNOWN. FIELD LOCATE PRIOR TO EXCAVATION AND REPAIR ANY DAMAGE FROM CONSTRUCTION ACTIVITIES.

3. CONTRACTOR TO HIRE PRIVATE UTILITY LOCATOR SERVICE TO LOCATE SUBSURFACE UTILITIES WITHIN THE CONTRACT LIMIT LINE AND NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) 72 HOURS PRIOR TO EXCAVATION.

4. OBTAIN CONTRACTING OFFICER'S REPRESENTATIVE (COR) REVIEW OF LAYOUT AND GRADING BEFORE PROCEEDING WITH CONSTRUCTION.

5. COMPLY WITH ALL REQUIREMENTS OF GOVERNMENT AGENCIES HAVING JURISDICTION OF ADJOINING ROADWAYS RELATIVE TO MAINTENANCE AND PROTECTION OF TRAFFIC.

ALL WORK WITHIN ROAD RIGHT-OF-WAYS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. OBTAIN ALL PERMITS REQUIRED FROM AUTHORITIES

HAVING JURISDICTION INCLUDING PAYMENT OF FEES AND PERFORMANCE BONDS.

6. ADJUST ALL EXISTING MANHOLES AND CATCH BASIN RIMS, WATER VALVE COVERS, AND OTHER UTILITIES WHERE ENCOUNTERED, TO MEET NEW LINE AND GRADE OF FINISHED

LAWN OR PAVEMENTS.

7. SAW-CUT ALL EXISTING PAVEMENTS AT LIMITS OF REMOVAL TO FORM A CLEAN EDGE TO WHICH NEW PAVEMENTS, LAWN OR PLANT BEDS WILL ABUT.

8. SAW-CUT EXISTING CONCRETE PAVEMENTS AT NEAREST CONTROL JOINT TO LIMITS OF REMOVAL AND REPLACE CONCRETE PAVEMENTS IN FULL FLAGS.

9. REPAIR ALL EXISTING PAVEMENT WHERE DAMAGED AND/OR DISTURBED BY THE WORK OF THE CONTRACT AT NO COST TO THE GOVERNMENT. REPAIRS SHALL BE MADE WITH LIKE MATERIALS OF EQUAL QUALITY AND TO THE EXISTING PAVEMENT SECTION DEPTH WITH LIKE MATERIALS UNLESS OTHERWISE NOTED. THE AREA OF REPAIR SHALL BE NOT LESS THAN 10' BY 10' UNLESS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

10. REPAIR ALL EXISTING LAWN AREAS DAMAGED AND/OR DISTURBED BY WORK OF THIS CONTRACT. REPAIRS SHALL BE MADE IN ACCORDANCE WITH THE MATERIALS AND METHODS DESCRIBED IN DIVISION 32 SEEDING OF THE CONTRACT SPECIFICATIONS OR AS INDICATED ON THE PLANS AND DETAILS.

11. INSTALL 6" (SETTLED DEPTH) TOPSOIL AND ESTABLISH LAWN IN ALL AREAS WITHIN THE CONTRACT LIMITS NOT DESIGNATED FOR OTHER SURFACES. REPAIR ALL OTHER AREAS

DISTURBED BY CONSTRUCTION.

12. ALL PAVEMENT STRIPING DAMAGED TO BE REPLACED / RESTRIPED TO MATCH EXISTING.

13. CONTRACTOR SHALL VERIFY THAT EXISTING ELEVATION DATA IS CORRECT AND ON THE SAME DATUM AS THE REFERENCED SURVEY OR EXISTING CONDITIONS DRAWING PROVIDED IN THE CONTRACT DOCUMENTS. RECORD A MINIMUM OF (5) FIVE ELEVATIONS OF EXISTING PERMANENT LANDMARKS TO REMAIN AND SUBMIT TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR RECORDS. THE CONTRACTOR SHALL FIELD VERIFY ALL CHECK DIMENSIONS INDICATED AND SUBMIT THEIR FINDINGS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (COR) BEFORE PROCEEDING WITH CONSTRUCTION.

14. NO SITE STRUCTURE OR UTILITY IS TO BE INSTALLED CLOSER TO THE BUILDING OR RETAINING WALL FOOTING SUCH THAT THE EXCAVATION FOR THEM IS CLOSER THAN 1.5H TO 1V TO THE BOTTOM OF THE FOOTING. FIELD VERIFY AND COORDINATE SHOP DRAWING DESIGN TO COMPLY.

1. EMPLOY EROSION CONTROL MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND OTHERWISE NECESSARY TO PREVENT DAMAGE TO ON-SITE FACILITIES AND ADJOINING PROPERTY. ALL MEASURES SHALL COMPLY WITH THE UNIFIED FACILITIES CRITERIA (UFC) STANDARDS AND NEW YORK STATE DEC REGULATIONS INCLUDING THE STANDARDS AND SPECIFICATIONS FOR EROSION & SEDIMENTATION CONTROLS MANUAL (BLUE BOOK, JULY 2016 OR LATEST VERSION).

2. INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES ON A DAILY BASIS AND IMMEDIATELY AFTER EVERY STORM EVENT. MAINTENANCE SHALL INCLUDE, BUT NOT BE

LIMITED TO:

A) CONCRETE WASHOUT

B) REMOVAL OF SEDIMENT FROM ALL MEASURES SUCH THAT THEY REMAIN IN COMPLIANCE WITH THE LATEST EDITION OF THE NYSDEC BLUE BOOK.

C) INLET PROTECTION DEVICES & MEASURES

D) ASSURANCE OF GOOD GRASS GROWTH.

3. GRADE THE SITE AND EMPLOY MEASURES TO DIRECT ALL STORM WATER RUNOFF TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.

4. CLEAN PAVED ROADWAYS DAILY DURING CONSTRUCTION TO PREVENT SEDIMENT TRACKING ONTO PUBLIC ROADS.

5. STABILIZE ALL DRAINAGE OUTLETS AS SHOWN BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL.

6. APPLY WATER OR A DUST PALLIATIVE TO MINIMIZE DUST AND EMPLOY MEASURES TO MINIMIZE OTHER CONSTRUCTION NUISANCES THROUGHOUT THE COURSE OF THE

PROJECT PER THE CONTRACT SPECIFICATIONS.

7. REMOVE NO MORE VEGETATIVE COVER THAN IS NECESSARY FOR IMMEDIATE GRADING ACTIVITIES. ALL NEWLY DISTURBED AREAS NOT ACTIVELY UNDER CONSTRUCTION MUST BE TEMPORARILY OR PERMANENTLY STABILIZED WITHIN ONE WEEK (7 CALENDAR DAYS) USING THE SPECIFIED SEED MIX AT SPECIFIED RATE.

C-001

100% B3 SUBMITTAL

X X X X X X X X

X X X X X

X X

U E

INBOUNDLANE

OUTBOUNDLANE

K I

IST

ING

U E

A1 C-501

CLL

CLL●CLL●CLL●

CLL

CLL●

CLL

REMOVE EXISTING

ASPHALT PAVEMENT

& SUBBASE

REMOVE EXISTING

CONCRETE CURB

REMOVE EXISTING

CONCRETE PAVEMENT

REMOVE EXISTING

ASPHALT PAVEMENT

REMOVE EXISTING

CONCRETE CURB

REMOVE EXISTING CONCRETE

PAVEMENT & SUBBASE; TYP.

REMOVE EXISTING

STONE GROUND COVER

REMOVE EXISTING

PAVEMENT STRIPING

REMOVE EXISTING

PAVEMENT STRIPING

EXISTING CRASH ATTENUATOR

TO REMAIN; PROTECT IN PLACE

EXISTING CRASH ATTENUATOR

TO REMAIN; DO NOT DISTURB

CAREFULLY REMOVE AND

SALVAGE EXISTING BENCH

FOR REINSTALLATION

EXISTING UTILITIES FOR

GUARD SHACK; PROTECT

IN PLACE

EXISTING GUARD SHACK

CONCRETE

WASHOUT

EXISTING PLANTING TO REMAIN;

PROTECT IN PLACE

EXISTING UTILITIES FOR GATE

HOUSE; PROTECT IN PLACE

EXISTING WALL TO

REMAIN; PROTECT

IN PLACE

EXISTING LIGHTPOLE TO

REMAIN; PROTECT IN PLACE

EXISTING UTILITIES

FOR GATE HOUSE;

PROTECT IN PLACE

REPUTED LOCATION OF EXISTING 8"

STORM LINE; MAINTAIN OPERATION

DURING CONSTRUCTION

REPUTED LOCATION OF EXISTING

UNDERGROUND ELECTRICAL LINE

PER RWDS DRAWINGS

REPUTED LOCATION OF

EXISTING POTABLE WATER

LINE PER RWDS DRAWINGS

EXISTING GUARDRAIL TO REMAIN;

PROTECT IN PLACE

REMOVE EXISTING REMOVABLE

BOLLARDS AND FOOTING TO 18"

BELOW FINISHED GRADE; TYP. OF

(2)

REMOVE EXISTING

STONE GROUND COVER

REMOVE EXISTING

CONCRETE CURB

EXISTING JERSEY

BARRIER TO

REMAIN; TYP.

EXISTING

BOLLARDS

TO REMAIN EXISTING ELECTRICAL PULLBOX;

PROTECT IN PLACE

GRAPHIC SCALE

5 10 20010

SCALE IN FEET

A1 1" = 10'

DEMOLITION / EROSION & SEDIMENT CONTROL PLAN

1 2 3 4 5

SHEET ID

P ar kw ay

L an e, S uit e

Pe ac ht re e Co rn er s, GA

Ph on e

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-7

Fa x (

-7

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N O.

NORTH

So ut h

Sa lin a St re et

Su ite

Bo x 2

Sy ra cu se

, N Y

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H, N Y

/ E

CD-101

NOTE:

1. CONTRACTOR TO COMPLETE INSTALLATION OF STORM

INFRASTRUCTURE IN STAGES TO ENSURE CONTINUOUS

OPERATION OF INBOUND AND OUTBOUND LANES

X X X X X

X X

INBOUNDLANE

OUTBOUNDLANE

K I

IST

ING

9'-1"

21'-2"

EQ.

E J E

E J

24'-5"

R1 3'

R1 3'-

19'-8"

CLL

CLL●CLL●CLL●C

LL●

CLL

CLL●CLL●

CLL

C1 C-501

D1 C-501

C1 C-501

B2 C-501

D2 C-501

C2 C-501

REPAIR EXISTING STONE

GROUNDCOVER; MATCH

EXISTING

APPROXIMATE LOCATION OF FOOTING

PER STRUCTURAL DRAWINGS; TYP.

EXISTING CRASH

ATTENUATOR TO REMAIN

EXISTING GUARD SHACK

EXISTING CRASH

ATTENUATOR TO REMAIN

COLUMN AND PIER FOR OVERHEAD

CANOPY; REFER TO ARCHITECTURAL

DRAWINGS FOR LOCATIONS; TYP.

PAINTED STRIPING ON ASPHALT;

MATCH EXISTING ADJACENT STRIPING

PAINTED STRIPING ON ASPHALT;

MATCH EXISTING ADJACENT STRIPING

PAINTED TRAFFIC STRIPING,

MATCH EXISTING

COLUMN AND PIER FOR OVERHEAD CANOPY;

REFER TO ARCHITECTURAL DRAWINGS FOR

LOCATIONS; TYP.

CONCRETE PAVEMENT WITH

INTEGRAL CURB; TYP.

OVERHEAD CANOPY PER

ARCHITECTURAL DRAWINGS

EXISTING LIGHT POLE

TO REMAIN; TYP.

APPROXIMATE LOCATION OF FOOTING PER

STRUCTURAL DRAWINGS; TYP.

ALIGN

MEET & MATCH EXISTING

CURB FLUSH; TYP.

CONCRETE CURB

MULCH; MATCH EXISTING

REPAIR EXISTING STONE

GROUNDCOVER; MATCH EXISTING

ASPHALT JOINT; TYP.

ASPHALT PAVEMENT; TYP.

ASPHALT JOINT; TYP.

REINSTALL

EXISTING BENCH

CONCRETE PAVEMENT; TYP.

CONCRETE CURB

WPT #1

ALIGN

2'-3"

EXISTING TREE LINE; TYP.

STONE APRON, SEE C-102

D1 C-501

ASPHALT PAVEMENT; TYP.

E J

18'-8"

R16'

R5'

REPAIR EXISTING STONE

GROUNDCOVER; MATCH

EXISTING

MEET & MATCH EXISTING

CURB FLUSH; TYP.

C2 C-501

CONCRETE CURB

EXISTING GUARDRAIL TO

REMAIN; PROTECT IN PLACE

B2 C-501

CONCRETE WALK

PAVEMENT WITH

INTEGRAL CURB

GRAPHIC SCALE

5 10 20010

SCALE IN FEET

LAYOUT NOTES

1. AN ELECTRONIC .dwg FILE WILL BE PROVIDED TO THE CONTRACTOR FOR THE

GENERAL LAYOUT OF THE SITE IMPROVEMENTS.

2. DETAILED LAYOUT OF THE SITE IMPROVEMENTS SHALL BE PER THE PLAN AND

DETAIL DIMENSIONS. DIMENSIONS AND ELEVATIONS INDICATED ON THE PLANS

AND DETAILS SUPERCEDE THE ELECTRONIC LAYOUT IN THE CASE OF A

DISCREPANCY.

3. BUILDING LAYOUT SHALL BE DONE PER THE DIMENSIONS INDICATED ON THE

ARCHITECTURAL AND STRUCTURAL DRAWINGS FROM THE WORK POINTS

INDICATED. (SEE A-SERIES DRAWINGS & S-SERIES DRAWINGS.)

4. REPORT ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECT BEFORE

PROCEEDING WITH ANY WORK.

A1 1" = 10'

SITE LAYOUT & MATERIALS PLAN

1 2 3 4 5

SHEET ID

P ar kw ay

L an e, S uit e

Pe ac ht re e Co rn er s, GA

Ph on e

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Fa x (

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So ut h

Sa lin a St re et

Su ite

Bo x 2

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JC AR JM

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C-101

NOTE:

1. CONTRACTOR TO COMPLETE INSTALLATION OF STORM

INFRASTRUCTURE IN STAGES TO ENSURE CONTINUOUS

X X X X X

X X

U E

INBOUNDLANE

OUTBOUNDLANE

K I

IST

ING

U E

CLL

CLL●CLL●CLL●C

LL●

CLL

CLL●CLL●

CLL

8" DIA. PVC PIPE AT 0.5%

SLOPE. SEE NOTE 1

REPUTED LOCATION OF EXISTING 8"

STORM LINE; MAINTAIN OPERATION

DURING CONSTRUCTION

6" DIA. PVC PIPE AT 0.5%

SLOPE, SEE NOTE 1

"WYE" CONNECTION

DOWNSPOUT CONNECTION

DOWNSPOUT

CONNECTION

DOWNSPOUT CONNECTION

ASPHALT; MEET & MATCH

EXISTING PAVEMENT FLUSH; TYP.

MEET & MATCH EXISTING CURB

FLUSH

MEET & MATCH

EXISTING CURB FLUSH

INV:432.46

INV:432.38

A3 C-501

A2 C-501

CLEANOUT; TYP.

A3 C-501

INV:431.86

INV:432.04

INV:432.53

435.48 TC 435.39

BC 434.81

DOWNSPOUT

CONNECTION

A3 C-501

INV:432.19

MEET & MATCH EXISTING

PAVEMENT FLUSH; TYP

MEET & MATCH EXISTING

DOOR THRESHOLD FLUSH,

PITCH CONCRETE WALK

1.0% TOWARDS CURB

435.66

TC 435.57

BC 435.07

MEET & MATCH

EXISTING CURB AND

PAYMENT FLUSH

MEET & MATCH

EXISTING CURB

FLUSH

TC 435.26

BC 434.74

TC 435.84

BC 435.41TC 435.80

BC 435.54

435.61

TC 435.59

BC 435.25

TC 435.99

BC 435.49

TC 435.50

BC 435.25

REPUTED LOCATION OF EXISTING

UNDERGROUND ELECTRICAL LINE PER

RWDS DRAWINGS

REPUTED LOCATION OF EXISTING

POTABLE WATER LINE PER RWDS

DRAWINGS

A4 C-501

MITERED PIPE END

& STONE APRON

435.69

435.39

6" DIA. PVC PIPE AT 0.5%

SLOPE, SEE NOTE 1

GRAPHIC SCALE

5 10 20010

SCALE IN FEET

A1 1" = 10'

GRADING AND STORM SYSTEM PLAN

1 2 3 4 5

SHEET ID

P ar kw ay

L an e, S uit e

Pe ac ht re e Co rn er s, GA

Ph on e

) 3

-7

Fa x (

-7

: 1

B Y:

N O.

NORTH

So ut h

Sa lin a St re et

Su ite

Bo x 2

Sy ra cu se

, N Y

-0

JC AR JM

H, N Y

C-102

NOTE:

1. CONTRACTOR TO ADJUST INVERT ELEVATION OF 8" STORM PIPE

AS REQUIRED TO AVOID CONFLICT WITH EXISTING UTILITIES

WHILE MAINTAINING A MINIMUM OF 2' COVER OVER TOP OF PIPE

AND PIPE SLOPE OF 0.5% MIN.

2. CONTRACTOR TO COMPLETE INSTALLATION OF STORM

INFRASTRUCTURE IN STAGES TO ENSURE CONTINUOUS

NYSDOT TYPE 2

COMPACTED BASE

MATERIAL

11 2" 2"

4" 1'-

0" M

NYSDOT TYPE 7 ASPHALT SURFACE COURSE

NYSDOT TYPE 3 ASPHALT BINDER COURSE

NYSDOT TYPE 1 ASPHALT BASE COURSE

COMPACTED SUBGRADE;

6" MIN. DEPTH COMPACTED TO 95%

GEOTEXTILE FILTER FABRIC

NOTE:

APPLY TACK COAT

BETWEEN BASE AND

BINDER COURSES AND

BETWEEN BINDER AND

SURFACE COURSES IF

SUBJECT TO TRAFFIC

BETWEEN INSTALLATION

OF COURSES

2"2" 2"1" 1'-2"

4" 3"

FIN. GR. 6"

4,000 P.S.I. CONCRETE PAVEMENT

W/ FIBRILATED FIBER-MESH

REINFORCEMENT

MED. BROOM FINISH

PERPENDICULAR TO

PATH OF TRAVEL; (TYP.)

12" EXPANSION JOINT W/ SEALANT,

BACKER ROD & COMPRESSIBLE JOINT FILLER

@ 30'-0" O.C.E.W.; (TYP.)

TOOLED EDGE BOTH SIDES OF EXPANSION

JOINT; (TYP.).

16" X 1 14" SAW CUT

CONTROL JOINTS; 5'-0"

O.C.E.W. OR AS SHOWN ON

PLAN

FIN. GR.

NYSDOT TYPE 2 COMPACTED

BASE MATERIALCOMPACTED SUBGRADE;

6" MIN. DEPTH

COMPACTED TO 95%

5" 6"6"

GEOTEXTILE FILTER FABRIC

TOPSOIL &

SEED AS LAWN

NYSDOT TYPE 2

COMPACTED SUBBASE

1'-0" MIN.

MEET & MATCH EXISTING

PAVEMENT GRADES

EXISTING ASPHALT

COURSES

ASPHALT PAVEMENT.

SEE DETAIL SECTION

SAWCUT EXISTING ASPHALT PAVEMENT.

APPLY ASPHALT TACK COAT ON ALL VERTICAL

SURFACES. SEAL JOINT WITH RUBBERIZED

ASPHALT SEALER TO 2" EACH SIDE OF JOINT.

EXISTING SUBBASE

COMPACTED SUBGRADE

EXIST. GR. FIN. GR.

NOTE:

NOTIFY CONTRACTING OFFICER IF

NEW PAVEMENT SUBGRADE WILL

IMPOUND SUBSURFACE WATER IN

EITHER EXISTING OR NEW SUBBASE.

GEOTEXTILE FILTER FABRIC

CAST IN PLACE

4,000 P.S.I. CONCRETE CURB

PAVEMENT PER DETAIL

COMPACTED

N.Y.S.D.O.T. TYPE 2

SUBBASE MATERIAL

COMPACTED SUBGRADE

1'-

6" 5"

CURB JOINT INFORMATION:

· EXPANSION JOINTS @ 50' O.C. MAX.

· CONTROL JOINTS @ 6' O.C. TYP.

· ALIGN ALL CONCRETE CURB & WALK JOINTS

FIN. GR.

12" RADIUS

6" UNLESS OTHERWISE

NOTED ON PLAN

6"6"

6" CURB REVEAL UNLESS

OTHERWISE NOTED ON PLAN

FIN. GR.

212" DEEP TOOL JOINT

PAVEMENT

PER PLAN

SUBBASE

MATERIAL

COMPACTED SUBGRADE

4,000 PSI CONCRETE WALK &

CURB WITH FIBRILLATED POLYPROPYLENE

FIBERMESH REINFORCEMENT

FIN. GR.

5" 6"

6"NYSDOT TYPE 2

COMPACTED

BASE MATERIAL

2" EXPANSION JOINT JOINT WITH SEALANT,

BACKER ROD & COMPRESSIBLE FILLER @

30'-0" O.C.E.W.

CONCRETE PAVEMENT PER DETAIL D2 / C-501

10'

LATH AND FLAGGING

(ALL 4 SIDES); 3' 0.C.

NOTES:

1. ACTUAL LAYOUT DETERMINED IN FIELD.

2. SEDIMENT BASIN SHALL BE SIZED TO ACCOMMODATE EXPECTED CONCRETE WASHOUT

PROCEDURES AND SCHEDULE.

3. CONCRETE WASHOUT SIGN TO BE INSTALLED WITHIN 10' OF TEMPORARY CONCRETE

WASHOUT FACILITY

3' 3'

SANDBAG

10 ML PLASTIC

LINER (TYP.)

HAY BALES

DOWNSPOUT LEADER

PVC COUPLING AT FIN.

GR. DRY CONNECTION

FROM LEADER TO

COUPLING

1/2" EXPANSION JT; TYP.

CONCRETE/ ASPHALT

PAVEMENT. SEE

LAYOUT PLAN6" DIA PVC

PIPE

COMPACTED

BACKFILL

90° LONG RADIUS BEND

1'-6" MIN.

POURED IN PLACE

CONCRETE SUPPORT

PAD: PROVIDE 4 S.F.

BEARING SURFACE

COMPACTED SUBGRADE

BUILDING

FINISH

GRADE

3'- 0"

CLEAN-OUT

4" THICK MIN., 4,000 P.S.I.

CONCRETE W/

FIBRILLATED FIBERMESH.

STIFF BROOM FINISH W/

TOOLED EDGE.

THREADED BRASS

CLEAN-OUT PLUG.

3,000 P.S.I. CONCRETE

ENCASEMENT

90° ELBOW

(PROVIDE LONG

RADIUS BEND IF

AVAILABLE)

PVC RISER

COMPACTED SUBGRADE

STORM LINE

(PVC)

PIPE BEDDING

HEAVY DUTY CAST IRON COVER

WITH "C.O." STAMPED ON TOP

ADJUSTABLE HEAD

FINISH GRADE

1'- 0"

1 MAX.

NYSDOT LIGHT STONE FILL

12" THICK OVER GEOTEXTILE

SEPARATION FABRIC

5'- 0"

5'-0"

NYSDOT LIGHT STONE FILL

12" THICK

GEOTEXTILE

SEPARATION FABRIC

STORM PIPE / CUT END FLUSH

W/ SLOPE OF FINISH GRADE

STORM PIPE BEDDING

COMPACTED SUBGRADE

1'- 0"

STORM PIPE / CUT END FLUSH

W/ SLOPE OF FINISH GRADE

FIN. GR.

1' 1'

FINISH GRADE

COMPACTED

SATISFACTORY

MATERIAL

AGGREGATE PIPE

BEDDING TO PIPE

SPRING LINE

COMPACTED SUBGRADE

DETECTABLE WARNING

TAPE (SEE SPEC)

LAWN AREA OR

NATURAL AREASPAVEMENT AREAS

S (S

STRUCTURAL FILL OR

N.Y.S.D.O.T. SUBBASE

MATERIAL

1'1'

SPRING LINE - PIPE SIZE

VARIES. SEE PLAN

REMOVE LOOSE ROCK

FROM TRENCH BOTTOM

6" M

1 2 3 4 5

SHEET ID

P ar kw ay

L an e, S uit e

Pe ac ht re e Co rn er s, GA

Ph on e

) 3

-7

Fa x (

-7

: 1

B Y:

N O.

NORTH

So ut h

Sa lin a St re et

Su ite

Bo x 2

Sy ra cu se

, N Y

-0

JC AR JM

H, N Y

C-501

D1 N.T.S.

ASPHALT PAVEMENT D2 N.T.S.

CONCRETE PAVEMENT

C1 N.T.S.

ASPHALT JOINT C2 N.T.S.

CONCRETE CURB

B2 N.T.S.

CONCRETE WALK WITH INTEGRAL CURB

A1 N.T.S.

CONCRETE WASHOUT A3 N.T.S.

DOWNSPOUTA2 N.T.S.

CLEANOUT A4 N.T.S.

MITERED PIPE END & STONE APRON

B1 N.T.S.

PIPE BEDDING

4" 1"

5/8 "5

1/ 2"

5/8

E P

33 ACTUAL FACE

OF MASONRY

NOMINAL

DIMENSION

FROM PLAN

1/2" JT WIDTH FACE OF

FINISHED

SURFACE

FROM PLAN

NOMINAL DIM

FROM PLAN

NOMINAL OPENING

1' A B

FOR DOOR OPENING

INFORMATION SEE

DOOR SCHEDULE

A-101

7'-4" 4'-8"1

3'- 0"

2'-2"

FINISHED

FACE OF

NON-

MASONRY

WALL

NOMINAL

FACE OF

MASONRY

WALL

3 B

6 A

1 A

A-001

1'- 4"

ELEV SECTION

8" 1'-

2'- 0"

TOP OF MASONRY

UNIT BEYOND

ACTUAL FACE

OF MASONRY

G-003

N A

ROOM NAME DESIGNATION

ROOM NUMBER DESIGNATION (IF PRESENT)

ROOM AREA DESIGNATION (IF PRESENT)

PARTITION TYPE DESIGNATION. SEE

PARTITION LEGEND

DOOR NUMBER DESIGNATION

SPECIAL NOTATION (e.g. DEMO NOTE)

W1 WINDOW TYPE DESIGNATION

1T ACCESSORY ITEM- SEE ACCESSORY

SCHEDULE

DATUM POINT OR WORK POINT

BUILDING SECTION

WALL SECTION

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF SECTION

A-XXX

A2 B1

DETAIL NUMBERS

SHEET NUMBER WHERE

DETAIL IS LOCATED

ELEVATIONS

REVISION NOTE

REVISION NUMBER

EXTENT OF REVISION

A1 A2 A3 A4 A5 A6 A7

B1 B2 B3 B4 B5 B6 B7

C1 C2 C3 C4 C5 C6 C7

D1 D2 D3 D4 D5 D6 D7

E1 E2 E3 E4 E5 E6 E7

F1 F2 F3 F4 F5 F6 F7

DETAIL NUMBER DETAIL SCALE

DETAIL NAME

DETAIL NUMBER

SCALE: 1/8" = 1'-0"AXX View Name

ROOM NAME

00000

1500 SF

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

EXTENT OF SECTION

PLAN DETAIL

DETAIL

NUMBER

SHEET NUMBER

WHERE DETAIL

IS LOCATED

EXTENT

OF DETAIL

R01

NNNL

A-XXX

NEW DOOR IN NEW OR EXISTING

PARTITION, SEE DOOR SCHEDULE

EXISTING DOOR IN NEW OR EXISTING

PARTITION, WITH MODIFICATION. SEE

DOOR SCHEDULE

EXISTING DOOR TO BE REMOVED,

SEE REMOVAL PLAN

EXISTING DOOR TO REMAIN, IN

EXISTING PARTITION

E-###

FINISHED SURFACES-NEW

REMOVAL OF EXISTING

EXISTING SURFACES

GRAVEL / STONE

CONCRETE -

CAST IN PLACE

CONCRETE

MASONRY UNIT

BRICK

CONCRETE -

PRECAST

STONE

SAND / MORTAR

GYPSUM

WALLBOARD

ALUMINUM

STEEL

RIGID

INSULATION

QUARRY TILE

P LAM OVER

SUBSTRATE

WOOD -

FINISHED

PLYWOOD

ACOUSTIC TILE

CARPET

EARTH

BATT INSULATION

WOOD

BLOCKING

1 2 3 4 5

SHEET ID

P ar kw ay

L an e, S ui te

Pe ac ht re e C or ne rs , G

Ph on e (6

) 3

-7

Fa x

) 3

-7

N D

J O

B# : 1

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

E D

N M

PLAN NORTH

So ut h Sa lin a

St re et Su ite

B ox

Sy ra cu se

, N Y

-0

J O

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

D :\R

_L O

0- A2

ev in e2 .rv t

A-001

100% B3 SUBMITTAL

R M

- M

E O

G N

O R

R N

G U

Y O

R K

M Q

H A

D B

G H

, N Y

T N

U M

: W H

DIMENSIONING LEGEND NOTES

NUMBER DIM LEGEND NOTE

1 MASONRY PLAN DIMENSIONS AT SCALES NOT SHOWING

INDIVIDUAL MODULES ARE TO NOMINAL FACE OF MASONRY

2 NON MASONRY DIMENSIONS ARE TO FINISHED FACE OF

MATERIAL UNLESS NOTED OTHERWISE

3 MASONRY ON DRAWINGS SHOWN WITH INDIVIDUAL

MODULAR UNITS ARE DIMENSIONED TO ACUTAL SIZE, AND

WHERE SHOWN INCLUDE REFERENCES TO MODULAR

DIMESIONS.

4 MASONRY COURSING LINES IN ELEVATON REPRESENT

NOMINAL DIMENSIONS. VERTICAL JOINTS ARE

DIMENSIONSED TO CENTERLINE OF JOINT. HORIZONTAL

JOINTS ARE DIMENSIONSED TO TOP OF MASONRY IN

ELEVATION AND IN SECTION.

5 DIMENSIONS ARE FROM STRUCTURAL COLUMN

CENTERLINES, UNO.

6 AT INTERSECTION OF DIFFERENT PARTITION TYPES,

CONTINUE PARTITION OF GREATER FIRE RATING THROUGH

INTERSECTION UNO.

7 REFER TO PARTITION SCHEDULE FOR PARTITION THICKNESS

AND HEIGHT.

8 NON-ARCHITECTURAL DISCIPLINE INFORMATION IF SHOWN IS

FOR REFERENCE ONLY. OBJECTS AND INFORMATION SHOWN

MAY NOT BE ALL INCLUSIVE. REFER TO APPROPRIATE

DISCIPLINE FOR INFORMATION.

9 REFER TO WORKPOINTS WHERE SHOWN FOR ELEMENTS

PLACED ON NON-PARALLEL OR NON-PARALLEL

RELATIONSHIPS. WORKPOINTS MAY ALSO BE SHOWN AS

LAYOUT STARTING POINTS IN ORDER TO MAINTAIN CORRECT

RELATIONSHIPS BETWEEN ELEMENTS.

GENERAL NOTES-ARCHITECTURE

NUMBER GENERAL NOTES

1 SEE STRUCTURAL DRAWINGS FOR WIND, SNOW, SEISMIC AND

OTHER STRUCTURAL LOAD INFORMATION

2 ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE

CODES, ORDINANCES AND ACCEPTED INDUSTRY STANDARDS.

3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL

EXISTING CONDITIONS AND ESTABLISHING THE COMPATIBILITY OF

ALL NEW WORK WITH THE EXISTING CONDITIONS.

4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION

AND CONTINUOUS MAINTENANCE OF ALL WORK FROM DAMAGE AND

SHALL PROTECT THE OWNERS' PROPERTY FROM DAMAGE OR LOSS

BY DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER PHYSICAL

DAMAGE IN CONNECTION WITH THE CONTRACT.

5 MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN

SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL

RENOVATION WORK. GENERAL CONTRACTOR TO COORDINATE

CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT CABLING,

ETC. WITH OWNER AND ARCHITECT AS REQUIRED TO MAINTAIN

CONTINUOUS OPERATION.

6 COMPLY WITH GOVERNING REGULATIONS PERTAINING TO

ENVIRONMENTAL PROTECTION FOR POLLUTION CONTROL &

HAZARDOUS MATERIALS.

7 DRAWINGS SHALL NOT BE SCALED AS A BASIS FOR ESTABLISHING

DIMENSIONS OR OTHER INFORMATION.

8 PROVIDE FINISH ON TAGGED SIDE FOR WALLS WITH ONLY ONE

FINISHED SIDE.

SCALE: B2 DIMENSIONING GUIDE DETAIL

SCALE: A2 DIMENSIONING GUIDE PLAN

SCALE: D2 DIMENSIONING GUIDE ELEV/SECTION

LEGEND-(LIST)-ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESIBLE

ACS PNL ACCESS PANEL

ADDM ADDENDUM

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHR ANCHOR(AGE)

ALT ALTERNATE

ALUM ALUMINUM

ANN PNL ANNUNCIATOR PANEL

ANOD ANODIZED

APC ACOUSTICAL PANEL

CEILING

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

BD BOARD

BEV BEVELED

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM, BENCHMARK

BOT OF BOTTOM OF

BRG BEARING

BSMT BASEMENT

BUR BUILT-UP ROOF

CAB CABINET

CEM CEMENT

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPRS FL COMPRESSIBLE FILLER

CPT CARPET

CR CARD READER

CRS COLD ROLLED STEEL

CT CERAMIC TILE

D DEPTH

DET DETAIL

DF DRINKING FOUNTAIN

DFLCT DEFLECTION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DMPF DAMPPROOFING

DR DOOR

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMHO ELECTROMAGNETIC HOLD

OPEN

ENTR ENTRANCE

EP ELECTRIC PANEL

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED, EXPANSION

EXT EXTERIOR

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FIN FINISH(ED)

SCALE: A1 ABBREVIATIONS

SCALE: A2 MATERIALS LEGEND

SCALE: B2 GRAPHIC KEY

LEGEND-(LIST)-ABBREVIATIONS

FIXT FIXTURE

FLASH FLASHING

FLG FLOORING

FLR FLOOR

FM FACTORY MUTUAL

FO FACE OF

FOF FACE OF FINISH

FOS FACE OF STUD

FP FIREPROOFING

FR FRAME

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC/PANEL

FRTW FIRE RETARDANT TREATED

WOOD

FT FOOT/FEET

FTG FOOTING

FURG FURRING

FURN FURNISHED/FURNITURE

FWC FABRIC WALL COVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCT GLAZED CERAMIC TILE

GL GLASS/GLAZING

GWB GYPSUM WALLBOARD

GYP GYPSUM

HC HOLLOW CORE

HCP HANDICAPPED

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING/VENTILATING/AIR

CONDITIONING

ID INSIDE DIAMETER

INCL INCLUDE(D)(-ING)

INSUL INSULATE(D)(-ION)(-ING)

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT

LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT GA LIGHT GAUGE

LTG LIGHTING

LVR LOUVER

MACH MACHINE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MKR BD MARKER BOARD

MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTL METAL

MULL MULLION

NA NOT APPLICABLE

NAT NATURAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PBD PARTICLE BOARD

PCT PORCELAIN CERAMIC TILE

PERIM PERIMETER

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

LEGEND-(LIST)-ABBREVIATIONS

PNTD PAINTED

PR PAIR

PREFAB PREFABRICAT(D)

PT PRESSURE TREATED

PTD PAPER TOWER DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

(PLASTIC)

PVG PAVING

QT QUARRY TILE

QTY QUANTITY

R RADIUS/RISER

R RESILIENT

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIDGERATOR

REINF REINFORCE(D)

REQ'D REQUIRED

RESIL C RESILIENT CHANNEL

RET RETURN

REV REVISION

RM ROOM

RO ROUGH OPENING

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SND SANITARY NAPKIN

DISPENSER

SNDU SANITARY NAPKIN

DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

STC SOUND TRANSMISSION

CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PLATE STEEL PLATE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SVT SHEET VINYL FLOORING

SYMM SYMMETRICAL

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

THK THICKNESS

THRES THRESHOLD

TK BD TACKBOARD

TMPD TEMPERED

TO TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSOM, TRANSPARENT

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITER'S LABATORY

(TEST)

UNO UNLESS NOTED

OTHERWISE

UR URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VP VENEER PLASTER

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALLCOVERING

W WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WGL WIRED GLASS

WP WATERPROOFING

WPT WORKPOINT

WS WEATHERSTRIP

WWF WELDED WIRE FABRIC

Y S

N E

E A S T

N Y S

N E

E A S T

N Y S

N E

E A S T

Enc los ure

Tra nsf orm er

#13

V28

V27

12" Water

Line

W a te r

Li n e

12" Water

Line

#31

Un kno wn

Vau lt

MH3

MH21

MH22

MH23

3" Gas Main

6" Gas Main

High Press ure

Gas

G a s M et er a n d

R eg u la to r Va u lt

(S ee

N o te s)

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

N Y S

N E

E A S T

N Y S

N E

E A S T

N Y S

N E

E A S T

Enc los ure

Tra nsf orm er

#13

V28

V27

12" Water

Line

W a te r

Li n e

12" Water

Line

#31

Un kno wn

Vau lt

MH3

MH21

MH22

MH23

3" Gas Main

6" Gas Main

High Press ure

Gas

G a s M et er a n d

R eg u la to r Va u lt

(S ee

N o te s)

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

#13

V28

V27

12" Water

Line

W a te r

Li n e

12" Water

Line

Enc los ure

Tra nsf orm er

TS TS TS

Y H

D Y

Y H

#31

Wa ter

Vau lt

MH3

MH21

MH22

MH23

3" Gas Main

6" Gas Main

High Press ure

Gas

G a s M et er a n d

R eg u la to r Va u lt

(S ee

N o te s)

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

#13

V28

V27

12" Water

Line

W a te r

Li n e

12" Water

Line

Enc los ure

Tra nsf orm er

TS TS TS

Y H

D Y

Y H

#31

Wa ter

Vau lt

MH3

MH21

MH22

MH23

3" Gas Main

6" Gas Main

High Press ure

Gas

G a s M et er a n d

R eg u la to r Va u lt

(S ee

N o te s)

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

MATC

HLINE

A-201

A-201B1

A-201

A-201 C4

A-201

CONCRETE PIER;

SEE STRUCTURAL DRAWINGS

STEEL TUBE COLUMN

EXISTING CRASH

ATTENUATOR

IN-BOUND LANE

OUT-BOUND LANE

LINE OF CANOPY ABOVE

EXISTING GATE

HOUSE

EXISTING GUARD

SHACK

CONCRETE FOOTING; SEE

STRUCTURAL DRAWINGS

WPT#1

LINE OF EXISTING GATE

HOUSE ROOF ABOVE

NOTE: SEE SITE DRAWINGS FOR

EXCAVATION, CONCRETE WORK

AND PAVEMENT REPAIRS.

WPT#2

WPT #1 USE TO LOCATE CANOPY IN

PLAN RELATIVE TO EXISTING

GATE HOUSE

SEE PLAN FOR LOCATION

WPT #2 CANOPY DATUM = 0’-0”

USE TO LOCATE CANOPY TOP

OF PIER HEIGHT MATCH

FINISH FLOOR ELEVATION

VERIFY IN FIELD

1 2

7'-8" 57'-6" 2'-6"

67'-8"

2'- 6"

6'- 8 3

/4"

'-8

1/ 4"

5'-10"

CURB AND PAVEMENT;

SEE SITE DRAWINGS.

CURB AND PAVEMENT;

SEE SITE DRAWINGS.

'-6

2'-

'-6

A-201

PRE-FINISHED METAL DOWNSPOUT

(TYPICAL OF 4)

PRE-FINISHED METAL PANEL

PRE-FINISHED METAL SOFFIT PANEL AT

17'-6" ABOVE CANOPY DATUM

PRE-FINISHED METAL GUTTER

1 2

LANE OPEN/CLOSED SIGN

7'-8" 57'-6" 2'-6"

67'-8"

'-6

2'- 6"

'-6

2'-

6" A-201

A-201

A-201B1

A-201

A-201 C4

A-201

INTEGRAL PRE-FINISHED

PERIMETER METAL GUTTER

EXISTING GATE

HOUSE ROOF BELOW

PRE-FINISHED METAL

SOFFIT PANEL

EXISTING GUARD

SHACK ROOF BELOW PRE-FINISHED METAL ROOF

EDGE

1 2

7'-8" 57'-6" 2'-6"

67…

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File details come from the government source that posted it. Updated May 4, 2026.