FCPSA RTA Drawings.pdf

PDF 24 MB Posted Dec 12, 2025

Attached to: COVERED PARKING ARRAY AT FARMINGDALE AFRC
Solicitation number: W912DS26BA004
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Dec 12, 2025

This file is a comprehensive set of architectural, civil, structural, and electrical engineering drawings for a Covered Parking Solar Array Project at the Armed Forces Reserve Center in Farmingdale, NY. The project consists of multiple bid options: a base bid with four ChargePoint electric vehicle charging stations and battery storage infrastructure, and two optional bid packages for east and west solar array canopies.

The drawings detail a complex project involving the installation of photovoltaic solar panels on steel canopy structures, with each canopy supporting approximately 255-270 solar modules arranged in 5 rows. The project includes 60-inch diameter concrete caisson foundations, steel support structures, electrical infrastructure with multiple panels and inverters, and a prefabricated 8x10 foot battery storage building. The electrical system involves a main distribution switchboard, transformers, and connections to existing utility infrastructure, with the solar arrays designed to integrate with the facility's electrical system. The project is solicited by the U.S. Army Corps of Engineers, New York District, with a targeted implementation date of April 25, 2025.

View the file

Other files

File	Type	Posted
Bid Abstract - W912DS26BA004.pdf	PDF	Feb 4, 2026
Solicitation Amendment W912DS26BA0040004 SF 30.pdf	PDF	Jan 27, 2026
Amendment 0003 Attachment - Bid Schedule.pdf	PDF	Jan 22, 2026
Solicitation Amendment W912DS26BA0040003 SF 30.pdf	PDF	Jan 22, 2026
Site Visit Sign In.pdf	PDF	Jan 22, 2026
Geotechnical Report.pdf	PDF	Jan 8, 2026
Solicitation Amendment W912DS26BA0040002 SF 30.pdf	PDF	Jan 8, 2026
Solicitation Amendment W912DS26BA0040001 SF 30.pdf	PDF	Dec 17, 2025
FCPSA RTA Spec (1).pdf	PDF	Dec 17, 2025
FCPSA RTA Spec.pdf	PDF	Dec 12, 2025
Solicitation - W912DS26BA004.pdf	PDF	Dec 12, 2025

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US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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W16R0E22576993

W912DS19D0009

25 APRIL 2025

ARMED FORCES RESERVE CENTER

25 BAITING PLACE ROAD, FARMINGDALE NY 11735

COVERED PARKING SOLAR ARRAY PROJECT

RTA SUBMISSION

SHEET LIST

SHEET NUMBER Sheet Name

GENERAL

G-001 COVER SHEET

CIVIL

CS-001 SITE GENERAL INFORMATION

CSD-101 SITE DEMOLITION,EROSION AND SEDIMENTATION CONTROL

PLAN - BASE BID

CSD-101.1 SITE DEMOLITION,EROSION AND SEDIMENTATION CONTROL

PLAN - BID OPTION #1

CSD-101.2 SITE DEMOLITION,EROSION AND SEDIMENTATION CONTROL

PLAN - BID OPTION #2

CS-101 SITE LAYOUT PLAN - BASE BID

CS-101.1 SITE LAYOUT PLAN - BID OPTION 1

CS-101.2 SITE LAYOUT PLAN - BID OPTION 2

CS-102 GRADING AND STORM SYSTEM PLAN - BASE BID

CS-102.1 GRADING AND STORM SYSTEM PLAN - BID OPTION#1

CS-102.2 GRADING AND STORM SYSTEM PLAN - BID OPTION#2

CS-501 SITE DETAILS

CS-502 SITE DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-101 FOUNDATION PLAN

S-102 FOUNDATION PLAN

S-103 ROOF FRAMING PLAN

S-104 ROOF FRAMING PLAN

S-301 FOUNDATION SECTIONS & DETAILS

S-311 FRAMING SECTIONS & DETAILS

ARCHITECTURAL

A-100 SITE LAYOUT PLAN

A-101 PLAN AT GRADE

A-102 ROOF AND FRAMING PLANS

A-105 REFLECTED CEILING PLAN

A-540 DETAILS

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS AND SYMBOLS

ED-101 ELECTRICAL SITE REMOVALS PLAN

E-101 ELECTRICAL SITE PLAN

E-102 PV ARRAYS POWER PLANS

E-111 ELECTRICAL LIGHTING PLAN

E-201 ELECTRICAL SECTIONS AND ELEVATIONS

E-601 ELECTRICAL ONE LINE DIAGRAM

E-602 ELECTRICAL SCHEDULES

DRAWINGS INCLUDED FOR REFERNCE:

C-001 GENERAL NOTES & LEGEND 25 MARCH 2008

C-002 CIVIL TOPOGRAPHIC AND BOUNDARY SURVEY 25 MARCH 2008

C-101 CIVIL SITE PLAN 31 MARCH 2008

C-102 CIVIL SITE LAYOUT PLAN 31 MARCH 2008

C-103 CIVIL UTILITY PLAN 31 MARCH 2008

C-104 CIVIL GRADING PLAN 31 MARCH 2008

CD-101 CIVIL DEMOLITION PLAN 25 MARCH 2008

ES-101 ELECTRICAL AND COMMUNICATIONS SITE PLAN 31 MARCH 2008

LOCATION MAP

PROJECT LOCATION

ILLUSTRATIVE VIEW

ARCHITECTURAL STRUCTURAL CIVIL ELECTRICAL

PROJECT BID OPTIONS:

BASE BID : CHARGEPOINT STATIONS, INFRASTRUCTURE AND BATTERY STORAGE

BID OPTION 1: EAST CANOPY, ARRAY AND EQUIPMENT

BID OPTION 2: WEST CANOPY, ARRAY AND EQUIPMENT

CS-001

A LF LINEAR FEET

AC-FT ACRE-FEET LPS LOW PRESSURE STEAM

AC ACRES LP LIGHT POLE

ACC ASPHALT CEMENT CONCRETE

ADDM ADDENDUM M

ALT ALTERNATE MH MANHOLE

ALUM ALUMINUM MFR MANUFACTURER

ADA AMERICAN WITH DISABILITIES ACT MATL MATERIAL

AB ANCHOR BOLT MAX MAXIMUM

ANOD ANODIZED MECH MECHANICAL

APPROX APPROXIMATE MTL METAL

ARCH ARCHITECT(URAL) MIN MINIMUM

AD AREA DRAIN MISC MISCELLANEOUS

ASPH ASPHALT

B NOM NOMINAL

BSMT BASEMENT N NORTH

BM BEAM, BENCHMARK NA NOT APPLICABLE

BC BOTTOM OF CURB NIC NOT IN CONTRACT

BW BOTTOM OF WALL NTS NOT TO SCALE

BLDG BUILDING NO NUMBER

BS BOTTOM OF STAIR

C OC ON CENTER

CI CAST IRON / CURB INLET OPNG OPENING

CIP CAST IRON PIPE / CAST IN PLACE OD OUTSIDE DIAMETER

CB CATCH BASIN OH OVERHEAD

CL CENTERLINE OHC OVERHEAD COMMUNICATIONS

CO CLEANOUT OHE OVERHEAD ELECTRIC

CLR CLEAR OCEW ON CENTER EACH WAY

COL COLUMN

COMB COMBINATION P

COM COMMUNICATION PL PROPERTY LINE

CONC CONCRETE PC POINT OF CURVE

CMU CONCRETE MASONRY UNIT PCC PORTLAND CEMENT CONCRETE

CONSTR CONSTRUCTION PERF PERFORATED

CJ CONSTRUCTION JOINT PI PINT OF INTERSECTION

CONT CONTINUOUS PLBG PLUMBING

CLL CONTRACT LIMIT LINE PLYWD PLYWOOD

CONTR CONTRACTOR PT PRESSURE TREATED

COORD COORDINATE PVC POLYVINYL CHLORIDE (PLASTIC)

CMP CORRUGATED METAL PIPE PSI POUNDS PER SQUARE INCH

CU FT CUBIC FEET PSF POUNDS PER SQUARE FOOT

CFS CUBIC FEET PER SECOND PW PRIVATE WATER / DOMESTIC WATER

CU YD CUBIC YARD

CHWR CHILLED WATER RETURN Q

CHWS CHILLED WATER SUPPLY QTY QUANTITY

D R

DIA DIAMETER R RADIUS

DIM DIMENSION REINF REINFORCE(D)(-ING)

DWG DRAWING RCP REINFORCED CONCRETE PIPE

DI DROP INLET REQ'D REQUIRED

DIP DUCTILE IRON PIPE REV REVISION

ROW RIGHT OF WAY

E R/W RETAINING WALL

EA EACH

E EAST S

ELEC EKECTIC(AL) SAN SANITARY

EL ELEVATION SD STORM DRAIN

EQ EQUAL SS SANITARY SEWER

EST ESTIMATE SCHED SCHEDULE

EXIST EXISTING SJ SCORED JOINT

EXIST GR EXISTING GRADE SECT SECTION

EXP EXPANSION SHT SHEET

EJ EXPANSION JOINT S SOUTH

SPEC SPECIFICATION

F SQ SQUARE

FT/FT FEET PER FOOT SF SQUARE FEET

FPS FEET PER SECOND STD STANDARD

FFE FINISH FLOOR ELEVATION STM STEAM

FF EL FINISH FLOOR ELEVATION STW STORMWATER

FIN FINISH(ED) STRUCT STRUCTURE / STRUCTURAL

FIN GR FINISHED GRADE S/W STONE WALL

FH FIRE HYDRANT SI STORM INLET

FLR FLOOR

FT FOOT / FEET T

TD TRENCH DRAIN

G TEL TELEPHONE

GALV GALVINIZED TC TOP OF CURB

GA GAUGE TW TOP OF WALL

G NATURAL GAS TS TOP OF STAIR

TYP TYPICAL

HT HEIGHT U

HDPE HIGH DENSITY POLYETHELENE PIPEUE UNDERGROUND ELECTRIC

HORIZ HORIZONTAL UNO UNLESS NOTED OTHERWISE

HYD HYDRANT

HPS HIGH PRESSURE STEAM V

VIF VERIFY IN FIELD

I VERT VERTICAL

INCL INCLUDE(D)(-ING)

ID INSIDE DIAMETER W

INV INVERT WTR WATER

W WEST

J W/ WITH

JT JOINT W/O WITHOUT

WPT WORKPOINT

LAT LATTITUDE Y

LB POUND YR YEAR

E12 GENERAL NOTES

A12 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

LANDSACAPE

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 PROPOSED (CONTINUED)

BUILDING WALL/EDGE

CONCRETE PAVEMENT

ASPHALT DRIVE PAVEMENT

ASPHALT ROAD PAVEMENT

ASPHALT PARKING 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

UNIT PAVERS

REMOVALS

ASPHALT WALK PAVEMENT

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

ROCK DAM

TEMPORARY SEDIMENT BASIN & PIPE OUTLET

CATCH BASIN SEDIMENT TRAP

RIP/RAP OUTLET 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

EDGE OF WATER (POND, LAKE, STREAM)

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)

TREE TO BE REMOVED

GROUND COVER/PERENNIAL & ANNUAL MASSINGS

WET MEADOW

WETLAND PLANTING

EROSION CONTROL BLANKET

UPLAND MEADOW

PLANT TAG (SEE SCHEDULE ENTRY)

100.00

SCALE: NOT TO SCALE

GRAPHIC SYMBOL LEGEND

K12

1. DRAWINGS ARE BASED ON A RECORD DRAWINGS PROVIDED BY USACES AND SHOULD BE CONSIDERED AS APPROXIMATE ONLY.

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 AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) 72 HOURS PRIOR TO EXCAVATION.

4. THE CONTRACTING OFFICER (CO) / CONTRACTING OFFICER'S REPRESENTATIVE (COR) PERFORMS 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. CONTRACTOR IS REQUIRED TO KEEP CONTRACTING OFFICER (CO) / CONTRACTING OFFICER'S REPRESENTATIVE (COR) INFORMED OF ALL PHASES OF SECURING PERMITS.

6. PROTECT TREES AS SHOWN ON PLANS AND ANY OTHERS WHICH MAY BE IMPACTED BY CONSTRUCTION. UTILIZE CONSTRUCTION FENCING AS SHOWN AND/OR OTHERWISE NECESSARY TO PROTECT TREE ROOTS. AVOID HEAVY CONSTRUCTION VEHICLE TRAFFIC OVER TREE ROOTS WITHIN THE DRIP LINES.

7. 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.

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

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

10. REPAIR ALL EXISTING PAVEMENT WHERE DAMAGED AND/OR DISTURBED BY THE WORK OF THE CONTRACT AT NO COST TO THE OWNER. 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 (CO) / CONTRACTING OFFICER'S REPRESENTATIVE (COR).

11. 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 THE

CONTRACT SPECIFICATIONS OR AS INDICATED ON THE PLANS AND DETAILS.

12. 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.

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

14. 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 (CO) / CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR RECORDS. THE CONTRACTOR SHALL FIELD VERIFY ALL CHECK DIMENSIONS INDICATED AND SUBMIT THEIR FINDINGS TO THE CONTRACTING OFFICER (CO) / CONTRACTING

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

15. 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 SPECIFICATIONS.

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

LIMITED TO:

A) REPLACEMENT OR REPAIR OF DAMAGED SILT FENCE / SILT SOCK / COIR LOG / INLET PROTECTION.

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

E) CONSTRUCTION ENTRANCE AND ACCESS ROADS

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

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

US Army Corps of Engineers ®

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O R

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D B

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INLET PROTECTION;

TYP.

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CLL

CLL ●

CLL

●CLL

CLL

CLL ●

CLL

CS-501

REMOVE EXISTING

CURBING; TYP.

CONTRACT LIMIT

LINE; TYP.

REMOVE EXISTING

ASPHALT PAVEMENT; TYP.

REMOVE EXISTING

CURBING; TYP.

TEMPORARILY REMOVE HIGH SECURITY

FENCING AS REQUIRED FOR INSTALLATION OF

UNDERGROUND ELECTRIC; COORDINATE WITH

COR TO MAINTAIN SECURITY OF FACILITY

EXISTING GUARDRAIL AND

ASSOCIATED FOOTINGS TO

REMAIN; PROTECT IN PLACE

REMOVE EXISTING

GRAVEL PAVEMENT

CHAIN LINK PANEL FENCING

WITH PLASTIC STRIP INSERTS;

COORDINATE COLOR WITH COR

CAREFULLY REMOVE SHRUBS

(2) AND SALVAGE FOR

REINSTALLATION

EXISTING ACCESS CONTROL

POINT TO REMAIN; SEE NOTE 1

REMOVE EXISTING STORM PIPE;

COORDINATE EXTENTS WITH CS-102

EXISTING FENCE TO REMAIN;

PROTECT IN PLACE

(2) 10' SWING GATES; TYP.

SILT FENCE; TYP.CS-501

CONTRACTOR STAGING AREA

COIR LOG; TYP. CS-501

H16

A1 1" = 40'

SITE DEMOLITION/EROSION & SEDIMENTATION CONTROL PLAN: BASE BID

20 40 80040

SCALE IN FEET

GRAPHIC SCALE

ITI

TIO

L P

CSD-101

NOTES:

1. ACCESS CONTROL POINT (ACP) OPERATIONS MUST NOT BE

INTERRUPTED DURING CONSTRUCTION

2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED IN PLACE

AND REMAIN OPERATIONAL DURING CONSTRUCTION ACTIVITIES

UNLESS OTHERWISE NOTED ON CSD-101.

3. CONTRACTOR TO VERIFY DEPTHS OF ALL UTILITIES WITHIN

THE WORK AREA TO AVOID CONFLICT WITH PROPOSED UTILITIES

SHOWN ON CS-102. REPORT FINDINGS TO COR PRIOR TO THE

CONTINUANCE OF WORK

US Army Corps of Engineers ®

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U S

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O R

D R

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D B

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C O

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3 5 7 9 11 13 15 17 19

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2 4 6 8 10 12 14 16 18 20

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KV KV JC

G P

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SD SD SD

X X X X X X X X X X

X X

2721158

X X

SAN

PW PW

SAN

COM COM COM

COM COM COM COM

COM

SAN

U E

SAN

U E

UEUE

U E

UEUEUEUEUEUE

U E

UEUE

REMOVE EXISTING

CURBING; TYP.

REMOVE EXISTING

ASPHALT PAVEMENT; TYP.

REPUTED LOCATION OF EXISTING

SUBSURFACE STORMWATER DETENTION;

PROTECT IN PLACE DURING CONSTRUCTION

ACTIVITIES

O O

OOO

O O

REMOVE EXISTING

CONCRETE PAVEMENT; TYP.

CONTRACT LIMIT

LINE; TYP.

CHAIN LINK PANEL FENCING

WITH PLASTIC STRIP INSERTS;

COORDINATE COLOR WITH COR

REMOVE EXISTING STORM PIPE;

COORDINATE EXTENTS WITH CS-102.1

(2) 10' SWING GATES; TYP.

CONTRACTOR STAGING AREA

EXISTING ACCESS CONTROL

POINT TO REMAIN; SEE NOTE 1

EXISTING FENCE TO REMAIN;

PROTECT IN PLACE

CLL

● CLL

CLL

● CL

CLL

CONCRETE

WASHOUT CS-501

COIR LOG

CS-501

H16

A1 1" = 40'

SITE DEMOLITION/EROSION & SEDIMENTATION CONTROL PLAN: BID OPTION #1

20 40 80040

SCALE IN FEET

GRAPHIC SCALE

ITI

TIO

L P

TIO

CSD-101.1

NOTES:

1. ACCESS CONTROL POINT (ACP) OPERATIONS MUST NOT BE

INTERRUPTED DURING CONSTRUCTION

2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED IN PLACE

AND REMAIN OPERATIONAL DURING CONSTRUCTION ACTIVITIES

UNLESS OTHERWISE NOTED ON CSD-101.

3. CONTRACTOR TO VERIFY DEPTHS OF ALL UTILITIES WITHIN

THE WORK AREA TO AVOID CONFLICT WITH PROPOSED UTILITIES

SHOWN ON CS-102. REPORT FINDINGS TO COR PRIOR TO THE

CONTINUANCE OF WORK

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

SD SD SD

X X X X X X X X X X

X X

2721158

X X

SAN

PW PW

SAN

COM COM COM

COM COM COM COM

COM

SAN

U E

SAN

U E

UEUE

U E

UEUEUEUEUEUE

U E

UEUE

SILT FENCE; TYP.

OOOOOOOOOOOOOOOOOOOOOOO

O O

O O O O O O O O O O

O O O O O O O O O O O O

O O

CS-501

REMOVE EXISTING

ASPHALT PAVEMENT; TYP.

REMOVE EXISTING

CURBING; TYP.

(2) 10' SWING GATES; TYP.

O O

(2) 10' SWING GATES; TYP.

CONTRACTOR STAGING AREA

CLL ● CLL ● CLL

CLL

● CLL ●

CLL

●CLL●CLL●CLL●CLL●CLL

CLL ● CLL ● CLL

CHAIN LINK PANEL FENCING

WITH PLASTIC STRIP INSERTS;

COORDINATE COLOR WITH COR

CONTRACT LIMIT LINE; TYP.

COIR LOG; TYP.CS-501

H16

A1 1" = 40'

SITE DEMOLITION/EROSION & SEDIMENTATION CONTROL PLAN: BID OPTION #2

20 40 80040

SCALE IN FEET

GRAPHIC SCALE

ITI

TIO

L P

TIO

CSD-101.2

NOTES:

1. ACCESS CONTROL POINT (ACP) OPERATIONS MUST NOT BE

INTERRUPTED DURING CONSTRUCTION

2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED IN PLACE

AND REMAIN OPERATIONAL DURING CONSTRUCTION ACTIVITIES

UNLESS OTHERWISE NOTED ON CSD-101.

3. CONTRACTOR TO VERIFY DEPTHS OF ALL UTILITIES WITHIN

THE WORK AREA TO AVOID CONFLICT WITH PROPOSED UTILITIES

SHOWN ON CS-102. REPORT FINDINGS TO COR PRIOR TO THE

CONTINUANCE OF WORK

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

X X X X X X X X X X

X X

2721158

X X

COM COM COM

COM COM COM COM

COM

CLL

CLL ●

CLL

●CLL

CLL

CLL ●

CLL

CS-501

L5 CONCRETE CURB;

TYP.

CS-501

GRAVEL PAVEMENT;

CS-501

L5 CONCRETE CURB;

TYP.

CS-501

A1 ASPHALT PAVEMENT JOINT; TYPICAL AT ALL INTERFACES

BETWEEN EXISTING AND PROPOSED ASPHALT PAVEMENT

VEHICLE CHARGERS PER

ARCHITECTURAL PLANS; TYP. OF

(4)

PREFABRICATED STEEL

STRUCTURE PER ARCHITECTURAL

PLANS

CS-501

E1 ASPHALT PAVEMENT;

TYP.

WHITE PARKING STRIPING;

INSTALL 4" WIDE STRIPES

A1 1" = 40'

SITE LAYOUT PLAN: BASE BID

20 40 80040

SCALE IN FEET

GRAPHIC SCALE

CS-101

LAYOUT NOTES

1. DETAILED LAYOUT OF THE SITE

IMPROVEMENTS SHALL BE PER THE PLAN

AND DETAIL DIMENSIONS.

2. 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.)

3. REPORT ANY DISCREPANCIES OR

CONFLICTS TO THE CONTRACTING

OFFICERS REPRESENTATIVE BEFORE

PROCEEDING WITH ANY WORK.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

10'

X X

2721158

X X

COM COM COM

COM COM COM COM

COM

CS-501

L1 CONCRETE PAVEMENT; TYP.

CLL

● CLL

CLL

● CL

CLL

PHOTOVOLTAIC ARRAY CANOPY

PER ARCHITECTURAL PLANS

'-2

1 4"

10'-4"

32' CS-501

E5 CONCRETE GUTTER; TYP.

AT ALL PHOTOVOLTAIC

CANOPY COLUMNS

BASE BID; REFER TO CS-101/102

CS-501

A1 ASPHALT PAVEMENT JOINT; TYPICAL AT ALL

INTERFACES BETWEEN EXISTING AND

PROPOSED ASPHALT PAVEMENT

CS-501

ASPHALT PAVEMENT; TYP.

WHITE PARKING STRIPING;

INSTALL 4" WIDE STRIPES

A1 1" = 40'

SITE LAYOUT PLAN: BID OPTION #1

20 40 80040

SCALE IN FEET

GRAPHIC SCALE

CS-101.1

LAYOUT NOTES

1. DETAILED LAYOUT OF THE SITE

IMPROVEMENTS SHALL BE PER THE PLAN

AND DETAIL DIMENSIONS.

2. 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.)

3. REPORT ANY DISCREPANCIES OR

CONFLICTS TO THE CONTRACTING

OFFICERS REPRESENTATIVE BEFORE

PROCEEDING WITH ANY WORK.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

X X

2721158

X X

COM COM COM

COM COM COM COM

COM

CLL ● CLL ● CLL

CLL

● CLL ●

CLL

●CLL●CLL●CLL●CLL●CLL

CLL ● CLL ● CLL SD

CS-501

E1 ASPHALT PAVEMENT;

TYP.

CS-501

L5 CONCRETE CURB;

TYP.

PHOTOVOLTAIC ARRAY CANOPY

PER ARCHITECTURAL PLANS

CS-501

E5 CONCRETE GUTTER; TYP.

AT ALL PHOTOVOLTAIC

CANOPY COLUMNS

BASE BID; REFER TO CS-101/102

CS-501

A1 ASPHALT PAVEMENT JOINT; TYPICAL AT ALL

INTERFACES BETWEEN EXISTING AND

PROPOSED ASPHALT PAVEMENT

WHITE PARKING STRIPING;

INSTALL 4" WIDE STRIPES

A1 1" = 40'

SITE LAYOUT PLAN: BID OPTION #2

20 40 80040

SCALE IN FEET

GRAPHIC SCALE

CS-101.2

LAYOUT NOTES

1. DETAILED LAYOUT OF THE SITE

IMPROVEMENTS SHALL BE PER THE PLAN

AND DETAIL DIMENSIONS.

2. 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.)

3. REPORT ANY DISCREPANCIES OR

CONFLICTS TO THE CONTRACTING

OFFICERS REPRESENTATIVE BEFORE

PROCEEDING WITH ANY WORK.

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

G G

X X

2721158

SAN

COM COM COM COM COM COM COM COM

COM COM COM COM COM COM

COM

COMCOM

SAN

U E

UEUE

U E

UEUEUE

UEUE

U E

UEUE

U E

UE UE UE UE UE

U E

CLL

CLL ● CLL ● CLL

CLL

CLL●

CLL

CS-501

H12

STORM INLET #3

RIM:54.96

E INVERT:49.95

W INVERT: 49.90 +/-

(MATCH EX. PIPE INVERT)

CS-501

H12

STORM INLET #4

RIM:54.96

N INVERT:50.10

W INVERT:50.00

E INVERT: 51.00

TEMPORARILY SUPPORT FENCE AS

REQUIRED FOR INSTALLATION OF

STORM CATCH BASIN #5. MAINTAIN

SECURE PERIMETER AT ALL TIMES

CS-501

H12

STORM INLET #5

RIM:55.60

E INVERT:50.19

S INVERT: 50.17

UNDERGROUND ELECTRICAL

SERVICE; REFER TO MEP

DRAWINGS FOR CONTINUATION

12" HDPE

4" UNDERDRAIN

INVERT:51.50

WYE CONNECTION

INVERT: 51.27

TC:55.37

BC:54.87

TC: 55.55

BC:55.05

TC: 55.55

BC:55.05

TC: 55.55

BC:55.05MEET AND MATCH

EXISTING PAVEMENT

FLUSH; TYP. STORM PROFILE

'A' PER DETAIL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

A1 1" = 20'

GRADING & STORM SYSTEM PLAN: BASE BID

10 20 40020

SCALE IN FEET

GRAPHIC SCALE

CS-102

NOTES:

1. MEP SITE UTILITIES SHOWN FOR GENERAL COORDINATION

PURPOSES. SEE PLUMBING AND ELECTRICAL SITE PLANS FOR

CONTRACT REQUIREMENTS.

G G

X X

2721158

SAN

COM COM COM COM COM COM COM COM

COM COM COM COM COM COM

COM

COMCOM

SAN

U E

UEUE

U E

UEUEUE

UEUE

U E

UEUE

U E

UE UE UE UE UE

U E

CLL

CLL ● CLL ●

●CLL

CLL

UNDERGROUND ELECTRICAL

SERVICE PER MEP DRAWINGS

12" HDPE; BACKFILL WITH

FLOWABLE FILL TO BASE

MATERIAL ELEVATION

12" HDPE

CS-501

H12

CS-501

H12

STORM INLET #1

RIM: 54.96

N INVERT: 50.02

E INVERT: 50.00

STORM INLET #2

RIM: 55.40

W INVERT: 49.95

SE INVERT: 49.86 +/-

(MATCH EX. PIPE INVERT)

CORE EXISTING STORM STRUCTURE

FOR INSTALLATION OF 12" HDPE

INV: 50.07

EXTEND AND CONNECT EXISTING

STORM LINE TO CATCH BASIN #2

TEMPORARILY SUPPORT FENCE AS

REQUIRED FOR INSTALLATION OF

STORM CATCH BASIN #2

12" HDPE

TC:55.37

BC:54.87

TC: 55.55

BC:55.05

TC: 55.55

BC:55.05

MEET AND MATCH

EXISTING PAVEMENT

FLUSH; TYP.

CS-501

A14PERFORATED STORM

PIPE TRENCH

TC:55.55

BC:55.05

BASE BID; REFER TO CS-101/102

STORM PROFILE 'B' PER DETAIL

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

A1 1" = 20'

GRADING & STORM SYSTEM PLAN: BID OPTION #1

10 20 40020

SCALE IN FEET

GRAPHIC SCALE

CS-102.1

NOTES:

1. MEP SITE UTILITIES SHOWN FOR GENERAL COORDINATION

G G

X X

2721158

SAN

COM COM COM COM COM COM COM COM

COM COM COM COM COM COM

COM

COMCOM

SAN

U E

UEUE

U E

UEUEUE

UEUE

U E

UEUE

U E

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

U E

UE UE UE UE UE

U E

MEET AND MATCH EXISTING

ASPHALT PAVEMENT FLUSH; TYP.

OF ALL INTERFACES OF EXISTING

AND PROPOSED PAVEMENTS

MEET AND MATCH EXISTING CURB

FLUSH; TYP. OF ALL INTERFACES

OF EXISTING AND PROPOSED

CURBS

TC: 55.55

BC:55.05

TC: 56.50

BC:56.00

TC: 56.06

BC:55.56

CLL

CLL ● CLL ● CLL

CLL

CLL●

CLL

● CLL ● CLL ● CLL ● CLL ● CLL

CLL

CLL ● CLL ●

CLL

CLL●CLL●CLL●CLL●CLL●CLL●CLL●CLL●CLL●CLL

CLL ● CLL ● CLL ● CLL ● CLL

CS-501

A14PERFORATED STORM

PIPE TRENCH

BASE BID; REFER TO CS-101/102

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

A1 1" = 20'

GRADING & STORM SYSTEM PLAN: BID OPTION #2

10 20 40020

SCALE IN FEET

GRAPHIC SCALE

CS-102.2

NOTES:

1. MEP SITE UTILITIES SHOWN FOR GENERAL COORDINATION

4,500 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.) OR AS SHOWN ON PLAN

TOOLED EDGE BOTH SIDES OF EXPANSION

JOINT & CONTROL 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 SEPARATION FABRIC

TOPSOIL &

SEED AS LAWN

1'- 6"

EDGE OF PAVEMENT PER PLAN

NYSDOT TYPE 2

COMPACTED BASE

MATERIAL

COMPACTED

TOPSOIL

COMPACTED

SUBGRADE

GEOTEXTILE

SEPARATION

FABRIC

FIN. GRADE

CONCRETE CURB

PER DETAIL

NYSDOT TYPE 2

COMPACTED BASE

MATERIAL

11 2"

4" 1'-

0" M

HMA 9.5MM (SUPERPAVE)

HMA 19.0MM (SUPERPAVE)

HMA 37.5MM (SUPERPAVE)

COMPACTED SUBGRADE;

6" MIN. DEPTH COMPACTED TO 95%

GEOTEXTILE SEPARATION FABRIC

NOTE:

APPLY TACK COAT

BETWEEN BASE AND

BINDER COURSES AND

BETWEEN BINDER AND

SURFACE COURSES IF

SUBJECT TO TRAFFIC

BETWEEN INSTALLATION

OF COURSES

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 SEPARATION FABRIC

NYSDOT TYPE 2

COMPACTED

BASE MATERIAL

NOTES:

1. INLET PROTECTION TO BE USED ON ALL EXISTING & NEW GRATED STRUCTURES.

2. ALL FRAMING IS CONSTRUCTED OF CORROSION RESISTANT STEEL (ZINC PLATED OR

GALVANIZED) FOR 7 YEAR MINIMUM SERVICE LIFE.

TYPICAL RECTANGULAR INLET FILTERTYPICAL ROUND INLET FILTER

REPLACEABLE SEDIMENT

BAGS WITH GEOTEXTILE

FILTER FABRIC

STAINLESS STEEL

CLAMPING BAND

11 GA GALVANIZED STEEL

SUSPENSION SYSTEM

LIFT HANDLES

STANDARD 2"

OVERFLOW AREA

4,000 psi CONCRETE PAVEMENT W 2.6 x W 2.6 WELDED MESH

CAST IN PLACE

4,500 P.S.I. CONCRETE CURB

ASPHALT PAVEMENT

PER DETAIL

NYSDOT TYPE 2

COMPACTED

BASE MATERIAL

COMPACTED SUBGRADE

CONTINUOUS SLIP SHEET

AT ALL CONCRETE

WALK LOCATIONS

1'- 4"

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

10'

LATH AND FLAGGING ALL 4 SIDES

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

2'- 0"

SECTION

PLAN VIEW

SILT FENCE SPECIFICATIONS

1. POSTS: EITHER STEEL "T" OR "U" TYPE OR 2"

HARDWOOD.

2. REINFORCING MESH: WOVEN WIRE, 14 12 GAUGE

WITH 6" MAXIMUM MESH OPENING.

3. FILTER FABRIC: FILTER X, MIRAFI 100X, STABI-LINKA

T140N, OR APPROVED EQUAL. PREFABRICATED

UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL.

4. WOVEN WIRE MESH AND FILTER FABRIC TO BE

SECURELY FASTENED TO POSTS USING WIRE TIES

OR STAPLES @ 12" O.C.

5. INSPECT DAILY AND REPAIR OR REPLACE

DAMAGED SECTIONS AND REMOVE SEDIMENT WHICH

HAS ACCUMULATED MORE THAN 12" DEEP.

AXONOMETRIC VIEW

10'-0" CENTER TO CENTER MAX.

BACKFILL

SECTION A SECTION

ELEVATION

B A

JOINT DETAILS

2" SQUARE

POSTS,

10'-0"o.c.

MAX. (TYP)

SILT FENCE

FABRIC WITH

WIRE MESH

REINFORCING

BACKFILL

EXISTING

GRADE

UNDISTURBED

SOIL

POST "A"

POST "B"

SECTION "B"

SECTION "A"

2"x2"x48" POSTS DRIVEN 24" MIN.

BELOW EXISTING GRADE (TYP)

FILTER CLOTH WITH 8"

MINIMUM EMBEDMENT

WOVEN WIRE REINFORCING MESH

MIN. 14 12 GAUGE. 6" MAX. MESH

OPENING SIZE (TYP)

OWFL

GRADE

FLOW

GRADE

FLOW

FLUSH CURB

2' CURB TRANSITION

NYSDOT TYPE 2 COMPACTED

BASE MATERIAL

CONCRETE CURB PER DETAIL

COMPACTED SUBGRADE; 6" MIN.

DEPTH COMPACTED TO 95%

ASPHALT PAVEMENT PER DETAIL

FULL HEIGHT CURB BEYOND

2% SLOPE

FINISHED GRADE BEYOND

2' X 3' 4,500 P.S.I. CONCRETE

GUTTER W/ FIBRILLATED

FIBER-MESH

REINFORCEMENT

GUTTER DOWNSPOUT PER

ARCHITECTURAL PLANS

NOTE:

FABRICATE STRUCTURE

FOR H-20 LOADING

6" 6"

24" SQUARE REINFORCED

PRECAST CONCRETE

STRUCTURE ASTM C478

INLET PIPE: SIZE & INVERT

VARY. SEE CS-102

OUTLET PIPE: SIZE & INVERT

VARY. SEE STORM SYSTEM

PLAN.

PRECAST CONCRETE

GRADE RINGS (TYP)

CAST IRON FRAME & COVER.

TOP OF GRATE TO MEET &

MATCH FINISH GRADE (TYP)

FIN. GR.

COMPACTED SUBBASE

MATERIAL

COMPACTED SUBGRADE

FINISH GRADE

COMPACTED

SATISFACTORY

MATERIAL

UTILITY

BEDDING MATERIAL

COMPACTED

SUBGRADE; 6" MIN.

DEPTH COMPACTED

TO 95%

DETECTABLE WARNING

TAPE (SEE SPEC)

LAWN AREA OR

NATURAL AREASPAVEMENT AREAS

S (S

STRUCTURAL FILL OR

NYSDOT TYPE 2 BASE

MATERIAL

1'1' REMOVE LOOSE ROCK

FROM TRENCH BOTTOM

6" M

GEOTEXTILE

FILTER FABRIC

FINISH GRADE

COMPACTED

SATISFACTORY

MATERIAL

DRAINAGE COURSE

COMPACTED

SUBGRADE; 6" MIN.

DEPTH COMPACTED

TO 95%

DETECTABLE WARNING

TAPE (SEE SPEC)

LAWN AREA OR

NATURAL AREASPAVEMENT AREAS

S (S

STRUCTURAL FILL OR

NYSDOT TYPE 2 BASE

MATERIAL

2'2' REMOVE LOOSE ROCK

FROM TRENCH BOTTOM

2' M

GEOTEXTILE

FILTER FABRIC

12" PERFORATED HDPE

SECTION

PLAN

NOTES:

1. ALL MATERIAL TO MEET

SPECIFICATIONS. 100%

BIODEGRADABLE COIR FIBER

MATERIAL AT A DENSITY OF 7 LBS/CF.

2. FILTER MEDIA TO MEET APPLICATION

REQUIREMENTS.

3. FILTER MEDIA TO BE DISPERSED ON

SITE, AS DETERMINED BY

CONTRACTING OFFICER.

AREA TO BE PROTECTEDWORK AREA

WORK AREA

WATER FLOW

18" DIA. COIR LOG

14"X26" SAND BAGS

AREA TO BE PROTECTED

SAND BAGS @ 8' O.C. ON PAVEMENT

AND 4' O.C. ON NON PAVEMENT

AREAS. POSITION SANDBAGS

PARTIALLY OVER FILTER FABRIC

18" DIA. COIR LOG

IN NON PAVEMENT AREAS,

NOTCH GRADE 2" PRIOR TO

INSTALLING COIR LOG

CS-501

L1 N.T.S.

CONCRETE WALK PAVEMENT

H1 N.T.S.

GRAVEL PAVEMENT

E1 N.T.S.

ASPHALT PAVEMENT

A1 N.T.S.

ASPHALT PAVEMENT JOINT

L5 N.T.S.

CONCRETE CURB

H5 N.T.S.

INLET PROTECTION

D8 N.T.S.

CONCRETE WASHOUT

H8 N.T.S.

REINFORCED SILT FENCE

E5 N.T.S.

CONCRETE GUTTER

H12 N.T.S.

STORM INLET

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

A5 N.T.S.

STORM PIPE TRENCH A14 N.T.S.

PERFORATED STORM PIPE TRENCH

H16 N.T.S.

COIR LOG

48.50

49.00

49.50

50.00

50.50

51.00

52.00

52.50

53.00

53.50

54.00

54.50

55.00

55.50

56.00

56.50

57.00

BASE BID: 12" HDPE

BID OPTION #1: 12" PERFORATED HDPE

BASE BID: 12" HDPE

BID OPTION #1: 12" PERFORATED HDPE

STORM INLET #4

RIM:54.96

N INVERT:50.10

W INVERT:50.00

E INVERT: 51.00

STORM INLET #3

RIM:54.96

E INVERT:49.95

W INVERT: 49.90 +/-

(MATCH EX. PIPE INVERT)

EXISITING AND PROPOSED GRADE LINE

4" UNDERDRAIN

STORM INLET #5

RIM:55.60

E INVERT:50.19

S INVERT: 50.17

EX 12"

HDPE EX 12"

HDPE

REPUTED LOCATION OF EXISTING 6" SANITARY SEWER; VERIFY IN

FIELD AND NOTIFY COR PRIOR TO CONTINUANCE OF WORK. IF

VERTICAL SEPARATION BETWEEN STORM AND SANITARY PIPE IS

LESS THAN 18" PROVIDE CONCRETE ENCASEMENT OF STORM LINE

ABOVE PER DETAIL

48.50

49.00

49.50

50.00

50.50

51.00

52.00

52.50

53.00

53.50

54.00

54.50

55.00

55.50

56.00

56.50

57.00

BID OPTION #2: 12" HDPE

BID OPTION #2

STORM INLET #1

RIM: 54.96

N INVERT: 50.02

E INVERT: 50.00

BID OPTION #2

STORM INLET #2

RIM: 55.40

W INVERT: 49.95

SE INVERT: 49.86 +/- (MATCH EX. PIPE INVERT)

EXISITING AND PROPOSED GRADE LINE

EX STORM STRUCTURE

RIM:54.20

S INVERT:50.07

BID OPTION #2: 12" HDPE EX 12"

HDPE

4,000 P.S.I. CONCRETE

ENCASEMENT;

LOCATION PER PLAN

4,500 P.S.I. CONCRETE

ENCASEMENT; LOCATION PER PLAN

EXISTING SANITARY PIPE

STORM PIPE

NOTE: CONCRETE ENCASEMENT IS REQUIRED WHERE 10' HORIZONTAL OR 18"

VERTICAL SEPARATION BETWEEN SANITARY AND STORM (OR WATER LINES)

CANNOT BE ACHIEVED, MEASURED FROM EDGE TO EDGE OF THE PIPE PER TEN

STATE STANDARDS. CONCRETE ENCASEMENT SHALL SPAN 10' ON EITHER SIDE

WHERE THE STORM PIPE CROSSES THE SANITARY LINE OR UNTIL 10'

HORIZONTAL SEPARATION OR 18" VERTICAL SEPARATION BETWEEN THE

SANITARY AND STORM (OR WATER) LINES IS ACHIEVED, WHICHEVER IS GREATER.

10'10'

6" TYP.

COMPACTED SUBGRADE;

6" MIN. DEPTH

COMPACTED TO 95%

UTILITY BEDDING

MATERIAL PER

DETAIL F3/C-505

EXTEND CONCRETE

TO TOP OF PIPE

6" M

GEOTEXTILE FILTER

FABRIC PER DETAIL

F3/C-505

6" M

CS-502

L1 N.T.S.

STORM PROFILE 'A'

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

E M

C R

O N

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10 12 14 16 18 20

D :\R

_L O

-A

_c bu rd ic k3

.rv t 8/

O R

KV KV JC

G P

E R

, F

G D

N Y

S U

D1 N.T.S.

STORM PROFILE 'B'

A1 N.T.S.

CONCRETE ENCASEMENT

1. DETAILING, FABRICATION, AND ERECTION SHALL CONFORM WITH AISC 360-16

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM

WITH AWS D1.1:2015 "STRUCTURAL WELDING CODE - STEEL".

2. STRUCTURAL STEEL MATERIALS SHALL CONFORM WITH THE FOLLOWING UNLESS

NOTED OTHERWISE:

a. ANGLES.............................................................................................................ASTM A36

b. PLATES..............................................................................................................ASTM A36

c. HOLLOW STRUCTURAL SECTIONS............................................ASTM A500, GRADE B

d. BOLTS.....................................................................................ASTM F3125, GRADE A325

....................................................................................ASTM F3125, GRADE F1852

e. ANCHOR RODS..........................................................................ASTM F1554, GRADE 55

f. WELD ELECTRODES...............................................................................................E70XX

3. STEEL BEAMS SHALL BE FABRICATED WITH MILL CAMBER UP.

4. SPLICES SHALL BE ALLOWED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON

THE STRUCTURAL DRAWINGS UNLESS APPROVED OTHERWISE BY THE ENGINEER

IN WRITING.

5. FIELD MODIFICATION OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR

WRITTEN APPROVAL FROM THE ENGINEER.

6. ALL EXTERIOR STRUCTURAL STEEL MEMBERS AND CONNECTIONS SHALL BE

PAINTED WITH A HIGH PERFORMANCE EXTERIOR COATING SYSTEM. REFER TO

SPECIFICATIONS FOR REQUIREMENTS.

7. GROUT WHERE INDICATED AT BASE PLATES AND BEARING PLATES SHALL BE NON-

METALLIC NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT

28 DAYS CONFORMING WITH ASTM C1107.

8. PROVIDE 1/4" CAP PLATES AT THE END OF ALL HSS MEMBERS. WELDS SHALL BE

CONTINUOUS SEAL WELDS.

STRUCTURAL STEEL NOTES

1. ALL CONCRETE SHALL COMPLY WITH ACI 301-10 "SPECIFICATIONS FOR

STRUCTURAL CONCRETE"

2. HOT WEATHER AND COLD WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH

ACI 305-10 "GUIDE TO HOT WEATHER CONCRETING'" AND ACI 306-16 "GUIDE TO

COLD WEATHER CONCRETING", RESPECTIVELY.

3. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING

PROPERTIES:

CAST-IN-PLACE CONCRETE NOTES

CONCRETE PROPERTIES SCHEDULE

MINIMUM

CEMENTITIOUS

CONTENT

( LB./CU. YD. )

WATER/CEMENT

RATIO

28-DAY

COMPRESSIVE

STRENGTH

(PSI)

MAXIMUM

AGGREGATE

SIZE

(INCHES)

CONCRETE TYPE

AIR CONTENT

(% BY VOLUME)

DRILLED SHAFT

FOUNDATIONS

PIERS + CAPS - 0.40 5,000 5.5 +/- 1.5 1

NOTES:

A. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

B. MINIMUM CEMENTIOUS CONTENT AND AIR CONTENT BASED ON

MAXIMUM AGGREATE SIZE. ADJUST PER SELECTED AGGREATE PER

ACI 381 AS REQUIRED.

4. THE USE OF CALCIUM CHLORIDE AND OTHER CHLORIDE CONTAINING AGENTS IS

PROHIBITED.

5. PROPOSED CONCRETE MIX DESIGNS SHALL BE SUBMITTED WITH TESTING BY AN

INDEPENDENT TESTING LABORATORY. VERIFICATION OF REQUIRED AVERAGE

COMPRESSIVE STRENGTH IN ACCORDANCE WITH ACI 301 SHALL BE INCLUDED.

6. WHERE FRESH CONCRETE IS PLACED AGAINST HARDENED CONCRETE CLEAN

EXISTING SURFACE OF ANY LATENCY OR FOREIGN MATERIAL AND PROVIDE

SATURATED SURFACE DRY AT INTERFACE. APPLICATION OF A BONDING AGENT OR

ROUGHENING SURFACE TO 1/4" AMPLITUDE AS REQUIRED BY THE DRAWINGS.

7. DO NOT PLACE CONDUITS, PIPES, OR OTHER SIMILAR ITEMS WITHIN SLABS,

BEAMS, COLUMNS, OR WALLS UNLESS SPECIFICALLY SHOWN AND DETAILED ON

THE DRAWINGS.

8. CONCRETE REINFORCEMENT MATERIALS SHALL CONFORM TO THE FOLLOWING:

a. REINFORCING BARS.................................................................ASMN A615, GRADE 60

9. UNLESS OTHERWISE SHOWN, REINFORCING BAR SPLICES ARE TO BE CLASS 'B'

SPLICES.

0.45 4,000 1-

1. AN INSPECTION, TESTING AND QUALITY CONTROL PROGRAM FOR THE

CONSTRUCTION PHASE OF THE PROJECT SHALL BE IMPLEMENTED AS OUTLINED IN

THE DOCUMENT ENTITLED SPECIAL INSPECTIONS AND STRUCTURAL TESTING. THE

CONTRACTING OFFICER WILL ENGAGE AN APPROVED TESTING/INSPECTION

AGENCY TO PROVIDE SPECIAL INSPECTION AND TESTING AS REQUIRED. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO COORDINATE SCHEDULE WITH THE

TESTING/INSPECTION AGENCY. DEFINITIONS AND REQUIREMENTS SHALL BE IN

ACCORDANCE WITH PROJECT SPECIFICATIONS. FAILURE TO COMPLY WILL

RESULT IN REMOVAL AND RECONSTRUCTION OF ANY STRUCTURAL ELEMENTS

NOT VERIFIED, TESTED OR INSPECTED.

SPECIAL INSPECTIONS AND STRUCTURAL TESTING

1. PERFORM ALL CONSTRUCTION IN CONFORMANCE

WITH THE BUILDING CODE REFERENCED WITHIN

THESE CONTRACT DOCUMENTS. THE CONTRACT

DOCUMENTS REFER TO THE FOLLOWING CODES

AND STANDARDS:

STRUCTURE WAS DESIGNED IN ACCORDANCE

WITH THE UNIFIED FACILITIES CRITERIA 3-301-01

AND THE 2021 INTERNATIONAL BUILDING CODE.

2. ROOF LIVE LOAD: 20 PSF

3. ROOF SNOW LOAD DATA:

a. GROUND SNOW LOAD...................................................................................pg = 30 PSF

b. FLAT-ROOF SNOW LOAD...............................................................................pf = 25 PSF

c. SNOW LOAD IMPORTANCE FACTOR..................................................................Is = 1.0

d. THERMAL FACTOR..............................................................................................Ct = 1.2

e. SLOPE FACTOR....................................................................................................Cs = 1.0

4. WIND DESIGN DATA:

a. BASIC WIND SPEED....................................................................................V = 123 MPH

b. RISK CATEGORY............................................................................................................ II

c. WIND EXPOSURE............................................................................................................C

5. EARTHQUAKE DESIGN DATA:

a. RISK CATEGORY............................................................................................................... II

b. SEISMIC IMPORTANCE FACTOR........................................................................... Ie = 1.0

c. MAPPED SPECTRAL RESPONSE ACCELERATION......................................SS = 0.231 g

d. MAPPED SPECTRAL RESPONSE ACCELERATION.....................................S1 = 0.054 g

e. SITE CLASS....................................................................................................................... D

f. DESIGN SPECTRAL RESPONSE ACCELERATION......................................SDS = 0.246 g

g. DESIGN SPECTRAL RESPONSE ACCELERATION......................................SD1 = 0.086 g

h. SEISMIC DESIGN CATEGORY.............................................................

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File details come from the government source that posted it. Updated Dec 16, 2025.