A.03.09 Drawings - 100%.pdf

PDF 25 MB Posted Aug 28, 2026

Attached to: Construction of the Power Generation with Microgrid at Joint Base McGuire-Dix-Lakehurst (JBMDL), New Hanover, NJ
Solicitation number: W912DS26BA032
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Aug 28, 2026

This file contains construction drawings at 100% completion level for the Power Generation with Microgrid project at Joint Base McGuire-Dix-Lakehurst (JBMDL) in New Hanover, New Jersey. The drawings represent the finalized design documentation for the power generation facility with integrated microgrid capabilities to be constructed at McGuire Air Force Base, located in Burlington County, New Jersey. These design documents would typically include detailed specifications for electrical systems, generation equipment, microgrid components, structural elements, and integration requirements necessary for construction contractors to execute the project. The drawings serve as the technical basis for the solicitation W912DS26BA032 issued by the Department of the Army Corps of Engineers Engineering District New York, defining the physical scope and technical requirements that responding contractors must bid against and ultimately construct.

View the file

Other files

File	Type	Posted
Bid Abstract Form Power Generation Microgrid Revised Final.pdf	PDF	Sep 29, 2026
RFI-47 - ES503 - ELECTRICAL SITE DETAILS.pdf	PDF	Sep 23, 2026
RFI-74 - EP701 - PARTIAL ONE-LINE DIAGRAM A - NEW WORK.pdf	PDF	Sep 23, 2026
RFI-32 - M-702 - MECHANICAL CONTROLS ARCHITECTURE.pdf	PDF	Sep 23, 2026
RFI-11 - M-501 - MECHANICAL DETAILS.pdf	PDF	Sep 23, 2026
RFI-21 - SPEC 26 08 00.pdf	PDF	Sep 23, 2026
RFI log for posting 9.23.26.xlsx	XLSX spreadsheet	Sep 23, 2026
AF Meter Data Management Plan 20250610.pdf	PDF	Sep 23, 2026
RFI-50 - ES103 - ENLARGED - ELECTRICAL SITE PLAN.pdf	PDF	Sep 23, 2026
RFI-08 - SPEC 09 90 00.pdf	PDF	Sep 23, 2026
RFI-22 - CS502 - SITE DETAILS - 2.pdf	PDF	Sep 23, 2026
RFI-90 - SPEC 26 31 00.pdf	PDF	Sep 23, 2026
RFI-16 - SPEC 32 31 13.pdf	PDF	Sep 23, 2026
RFI-17 - CS112 - SITE PLAN - AREA 2.pdf	PDF	Sep 23, 2026
RFI-62 - SPEC 31 00 00.pdf	PDF	Sep 23, 2026
01 45 35 - Attachment - Schedule_of_Special_Inspections.pdf	PDF	Sep 23, 2026
Solicitation Amendment W912DS26BA0320001 SF 30.pdf.pdf	PDF	Sep 23, 2026
RFI-75 - SPEC 26 12 19.pdf	PDF	Sep 23, 2026
RFI-49 - ES102 - ENLARGED - ELECTRICAL SITE PLAN.pdf	PDF	Sep 23, 2026
RFI-02 - SPEC 26 37 13.pdf	PDF	Sep 23, 2026
RFI-63 - SPEC 32 11 26.pdf	PDF	Sep 23, 2026
2026.09.03_Site Visit_Sign in for Power Gen_Lakehurst.pdf	PDF	Sep 9, 2026
2026.09.03_Site Visit_Sign in for Power Gen_Lakehurst.pdf	PDF	Sep 8, 2026
Power Gen w. microgrid bidder walkthrough packet.pdf	PDF	Aug 31, 2026
Power Generation with Microgrid - Specifications - RTA_rev1.pdf	PDF	Aug 28, 2026
Solicitation - W912DS26BA032.pdf	PDF	Aug 28, 2026

Show all 26

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

US Army Corps of Engineers ®

SHEET ID

3 5 7 9 11 13 15 17 19

US Army Corps of Engineers ®

2 4 6 8 10 12 14 16 18 20

NOT FOR

CONSTRUCTION

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

E N

A M

A L T

E R

N A

T E

I N

F O

U R

N S

A N

D M c D

O N

N E

L L

A R

D P

A R

K W

A Y

A N

S A

S C

A N

S I D

D A

T E

M A

R K

D E

S C

J O

-B A

S E

M C

G U

-D

-L A

K E

H U

R S

T N

J P

O W

E R

G E

N E

R A

N W

R O

G R

(N O

T F

O R

C O

N S

T R

U C

06/02/26

S U

B M

G-001

NEW YORK DISTRICT

JOINT-BASE MCGUIRE-DIX-LAKEHURST, NJ

164947

POWER GENERATION WITH MICROGRID

K M

A L O

N E

K M

A L O

N E

C P

A R

R A

N E

W Y

O R

K D

E D

E R

A L P

L A

Z A

-3

E W

Y O

R K

Y -0

C O

V E

S U

B M

/0 /2

S U

B M

/1 /2

S U

B M

/0 /2

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

2 4 6 8 10 12 14 16 18 20

B U

R N

S A

N D

M c D

O N

N E

L L

A R

D P

A R

K W

A Y

A N

S A

S C

A L T

E R

N A

T E

I N

F O

E N

A M

US Army Corps of Engineers ®

NOT FOR

CONSTRUCTION

J O

-B A

S E

M C

G U

-D

-L A

K E

H U

R S

T N

J P

O W

E R

G E

N E

R A

N W

R O

G R

(N O

T F

O R

C O

N S

T R

U C

U S

A R

M Y

C O

R P

S O

F E

N G

E R

S N

E W

Y O

R K

T R

E D

E R

A L P

L A

Z A

-3

N E

W Y

O R

K N

-0

S U

B M

G-002

E X

K M

A L O

N E

K M

A L O

N E

C P

A R

R A

M-705 HVAC CONTROLS - BESS X X

M-704 HVAC CONTROLS - GENS X X

M-703 HVAC CONTROLS - MSC X X

M-702 MECHANICAL CONTROLS ARCHITECTURE X X

M-701 MECHANICAL CONTROLS LEGEND X X

M-501 MECHANICAL DETAILS X X

M-001 MECHANICAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS X X

MECHANICAL

S-501 STRUCTURAL DETAILS X X

S-002 LEGEND AND ABBREVIATIONS X X

S-001 STRUCTURAL GENERAL NOTES X X

STRUCTURAL

CG502 SOIL EROSION AND SEDIMENT CONTROL NOTES X X

CG501 SOIL EROSION AND SEDIMENT CONTROL DETAILS X X

CG112 SOIL EROSION AND SEDIMENT CONTROL PLAN - AREA 2 X X

CG111 SOIL EROSION AND SEDIMENT CONTROL PLAN - AREA 1 X X

CG110 SOIL EROSION AND SEDIMENT CONTROL PLAN - OVERALL X X

CU501 UTILITY DETAILS - 1 X X

CS502 SITE DETAILS - 2 X X

CS501 SITE DETAILS - 1 X X X

CS112 SITE PLAN - AREA 2 X X X

CS111 SITE PLAN - AREA 1 X X X

CS110 SITE PLAN - OVERALL X X X

CD112 DEMOLITION PLAN - AREA 2 X X X

CD111 DEMOLITION PLAN - AREA 1 X X X

CD110 DEMOLITION PLAN - OVERALL X X X

B-202 BORING LOGS X X

B-201 BORING LOGS X X

B-110 BORING LOCATION PLAN X X

VF112 EXISTING CONDITIONS - AREA 2 X X X

VF111 EXISTING CONDITIONS - AREA 1 X X X

VF110 EXISTING CONDITIONS - OVERALL X X X

C-002 CIVIL GENERAL NOTES X X

C-001 CIVIL LEGEND AND ABBREVIATIONS X X

GC001 ACCESS AND SAFETY PLAN X X X

CIVIL

G-002 INDEX X X X

G-001 COVER X X X

GENERAL

DRAWING NO. DRAWING TITLE

D E

L E

T E

S U

B M

S U

B M

S U

B M

INDEX

EP707 POWER MONITORING CONTROL CABLE ONE-LINE DIAGRAM X

EP706 OSP BLOCK DIAGRAM X

EP705 ONE-LINE DIAGRAM - PHOTOVOLTAIC SYSTEM X X

EP704 ONE-LINE DIAGRAM - PHOTOVOLTAIC SYSTEM X X

EP703 PARTIAL ONE-LINE DIAGRAM C - NEW WORK X X

EP702 PARTIAL ONE-LINE DIAGRAM B - NEW WORK X X X

EP701 PARTIAL ONE-LINE DIAGRAM A - NEW WORK X X X

EP603 ONE-LINE CONDUCTOR TABLES X X

EP601 ELECTRICAL PANEL BOARD SCHEDULES X X

EG502 ELECTRICAL GROUNDING DETAILS X X

EG501 ELECTRICAL GROUNDING DETAILS X X X

EG401 ENLARGED - GROUNDING SITE PLAN X X

EG102 ENLARGED - GROUNDING SITE PLAN X X

EG101 ENLARGED - GROUNDING SITE PLAN X X

ES507 ELECTRICAL SITE DETAILS X

ES506 WARNING LABELS X X

ES505 COMBINER BOX DETAILS X X

ES504 DC WIRE MANAGEMENT MISCELLANEOUS DETAILS X X

ES503 ELECTRICAL SITE DETAILS X X

ES502 ELECTRICAL SITE DETAILS X X X

ES501 ELECTRICAL SITE DETAILS X X X

ES402 ENLARGED - EQUIPMENT PAD PLANS X X

ES401 ENLARGED - ELECTRICAL SITE PLAN X X

ES103 ENLARGED - ELECTRICAL SITE PLAN X X

ES102 ENLARGED - ELECTRICAL SITE PLAN X X X

ES101 ENLARGED - ELECTRICAL SITE PLAN X X X

ES100 OVERALL - ELECTRICAL SITE PLAN X X X

ED702 PARTIAL ONE-LINE DIAGRAM B - DEMOLITION / EXISTING CONDITIONS X X X

ED701 PARTIAL ONE-LINE DIAGRAM A - DEMOLITION / EXISTING CONDITIONS X X X

ED102 ENLARGED - DEMOLITION SITE PLAN X X

ED101 OVERALL - DEMOLITION SITE PLAN X X

ED100 ELECTRICAL PARTIAL DEMOLITION SITE PLAN X X

ES001 ELECTRICAL SITE LEGEND X X

E-002 ELECTRICAL ABBREVIATIONS AND NOTES X X X

E-001 ELECTRICAL LEGEND X X X

ELECTRICAL

DRAWING NO. DRAWING TITLE

D E

L E

T E

S U

B M

S U

B M

S U

B M

INDEX

S U

B M

/0 /2

S U

B M

/1 /2

S U

B M

/0 /2

LOC

LOC LO

LOC

SCALE: NTS

VICINITY MAPA1

PROJECT LOCATION

COMMERCIAL

VEHICLE BASE

ENTRY

STAGING AND

LAYDOWN AREA

HAUL ROUTE

HANGAR 1

BLDG678

JBMDL - LAKEHURST WELCOME CENTER

(ACCESS BADGING OFFICE)

PLAN

NORTH

800'0 400'

PLAN

NORTH

100' 200'0SCALE: 1" = 400'

ACCESS AND SAFETY PLANE1 SCALE: 1" = 100'

STAGING LOCATION PLANE11

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-G C

dw g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

C B A

S U

O N

S U

O N

R . T

GC001

BLDG678

MAIN GATE

C H

R O

LANSDOWNE ROAD

HANCOCK ROAD

R O

HANCOCK ROAD

R O

TEMPORARY

TOPSOIL STOCKPILE

MATERIALS AREA

PROJECT LOCATION

HAUL ROUTE

SEVERYNS R

OAD

CG501

3D- THREE DIMENSIONAL

ABA- ARCHITECTURAL BARRIERS ACT

ABC- AGGREGATE BASE COURSE

AC- ACRE

AASHTO- AMERICAN ASSOCIATION OF STATE HIGHWAY

TRANSPORTATION OFFICIALS

ASCE- AMERICAN SOCIETY OF CIVIL ENGINEERS

ATFP- ANTI-TERRORISM/FORCE PROTECTION

B/C- BOTTOM OF CURB

BLDG- BUILDING

BM- BENCHMARK

BOT- BOTTOM

BVCE- BEGINNING VERTICAL CURVE ELEVATION

CAD- COMPUTER AIDED DRAFTING

CB- CATCH BASIN

C-C- CENTER TO CENTER

CL- CENTERLINE

CLSM- CONTROLLED LOW STRENGTH MATERIAL

CMP- CORRUGATED METAL PIPE

CMU- CONCRETE MASONRY UNIT

COMM- COMMUNICATION

CONC- CONCRETE

CI- CURB INLET OR CAST IRON PIPE

CGI- CURB/GUTTER INLET

CO- CLEAN OUT

COL- COLUMN

COR- CONTRACTING OFFICER'S REPRESENTATIVE

CORS- CONTINUOUSLY OPERATING REFERENCE STATION

CP- CONTROL POINT

CPP- CORRUGATED PLASTIC PIPE

DB- DUCT BANK

DEPT- DEPARTMENT

DI- DUCTILE IRON OR DROP INLET

DIA- DIAMETER

DIP- DUCTILE IRON PIPE

DPW- DEPARTMENT OF PUBLIC WORKS

DSS- DUCTLESS SPLIT SYSTEM

E- EAST

E- EASTING

E- ELECTRIC

EA- EACH

ELEC- ELECTRICAL

EL/ELEV- ELEVATION

EM- ENGINEERS MANUAL

ES&PC- EROSION, SEDIMENT AND POLLUTION CONTROL

EXP- EXPANSION

FFE- FINISH FLOOR ELEVATION

FH- FIRE HYDRANT

FP FIRE PROTECTION

FT- FOOT

GI- GRATED INLET

GIS- GEOGRAPHIC INFORMATION SYSTEM MAPPING

GPR- GROUND PENETRATING RADAR

HDPE- HIGH DENSITY POLYETHYLENE

HORIZ- HORIZONTAL

IE- INVERT ELEVATION

IN- INCHES

INV- INVERT

LB- POUND

LID- LOW IMPACT DEVELOPMENT

LOC- LIMITS OF CONSTRUCTION

LOD- LIMIT OF DISTURBANCE

LOS- LIMITS OF SURVEY

MAX- MAXIMUM

MH- MANHOLE

MIN- MINIMUM

MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N- NORTH

N- NORTHING

NAD83- NORTH AMERICAN DATUM 1983

NAVD88- NORTH AMERICAN VERTICAL DATUM 1988

NG- NATURAL GAS

NGS- NATIONAL GEODETIC SURVEY

NJ- NEW JERSEY

NO- NUMBER

NOM- NOMINAL

NTS- NOT TO SCALE

OC- ON CENTER

OD- OUTSIDE DIAMETER

OSHA- OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

PE- POLYETHYLENE

PED- PEDESTRIAN

PI- POINT OF INTERSECTION

PL- PROPERTY LINE

POV- PRIVATELY OWNED VEHICLE

PS- POWER SUPPLY

PVC- POLYVINYL CHLORIDE

PVI- POINT OF VERTICAL INTERSECTION

PVMT- PAVEMENT

RAD- RADIUS

RCP- REINFORCED CONCRETE PIPE

RTA- READY TO ADVERTISE

SAN- SANITARY SEWER

SS- SANITARY SEWER

SDI- STORM DRAIN INLET

SDMH- STORM DRAIN MANHOLE

ST, SD- STORM SEWER, STORM DRAIN, STREET

STD- STANDARD

SUE- SUBSURFACE UTILITY ENGINEERING

SWPPP- STORM WATER POLLUTION PREVENTION PLAN

T/C- TOP OF CURB

TELE- TELEPHONE

TYP- TYPICAL

UNO- UNLESS NOTED OTHERWISE

US- UNITED STATES

USACE- UNITED STATES ARMY CORPS OF ENGINEERS

USGS- UNITED STATES GEOLOGICAL SURVEY

VIF- VERIFY IN FIELD

WM- WATER METER

WT- WEIGHT

WV- WATER VALVE

WWF- WELDED WIRE FABRIC

ABBREVIATIONS DESCRIPTIONDEMOLITION DESCRIPTION

LEGEND

NEW DESCRIPTION

ABBREVIATIONS

EXISTING DESCRIPTION

SURVEY LEGEND

DISCIPLINE DESIGNATOR

LETTER INDICATES SECTION

DRAWING NUMBER

WHERE SECTION IS

DETAILED

DISCIPLINE DESIGNATOR

NUMBER INDICATES DETAIL

REFERENCE TO

DRAWING NUMBER

STRUCTURE

LAYOUT POINT

STRUCTURE

LAYOUT POINT

X-XXX

L/2

W /2

ABBREVIATIONS DESCRIPTION

SECTION AND DETAIL IDENTIFICATION SECTION IDENTIFICATION

STRUCTURE LAYOUT POINT

X X

X-XXX X-XXX

SIDEWALK REMOVAL

TREE REMOVAL

TREE CLEARING

SAWCUT LINE (FULL DEPTH)

LOC LIMIT OF CONSTRUCTION

ASPHALT PAVEMENT REMOVAL

STAGING AND LAYDOWN AREA

TOPSOIL STOCKPILE

STRIP TOPSOIL

CONCRETE SIDEWALK

ASPHALT PAVEMENT

12' WIDE DOUBLE SWING GATE

XX CHAIN LINK FENCE

PROPOSED BUILDING

SF SILT FENCE

G GAS LINE

UE UNDERGROUND ELECTRIC SERVICE

ELECTRICAL HANDHOLE

GAS VALVE

DECORATIVE FENCE

GRAVEL SURFACE

TREELINE

INLET FILTER

STABILIZED CONSTRUCTION ENTRANCE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C -0

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

B A

0% S

O N

S U

/0 2/

/1 5/

O N

R . T

C-001

D A

N D

O N

GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN US SURVEY FEET UNLESS INDICATED

OTHERWISE.

2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED TO OR MEASURED TO

STRUCTURE CENTER, EDGE OF PAVEMENT, FRONT OF CURB, OR OUTSIDE FACE OF FOUNDATION

WALL, UNLESS INDICATED OTHERWISE.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN

OBTAINED FROM EXISTING RECORDS AND INFORMATION GATHERED DURING A GPR INVESTIGATION, BUT MAY NOT BE ALL INCLUSIVE. CONTRACTOR MUST FIELD VERIFY LOCATIONS. UNDERGROUND

STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR MUST FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS MUST BE

IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER WORK COMMENCES.

3. THE CONTRACTOR IS RESPONSIBLE TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND

SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND

CONSTRUCTION. CONTRACTOR MUST VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK.

CONTRACTOR MUST CONTACT THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES

INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE COR OF OPERATIONAL PLANS. IN

THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS

ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE COR.

ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS MUST BE

RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE COR.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DISTURBED DURING

DEMOLITION AND CONSTRUCTION. THE CONTRACTOR MUST REPAIR OR REPLACE DAMAGED OR

DISTURBED ITEMS TO THE SATISFACTION OF THE COR.

6. SPECIAL HANDLING AND CONSIDERATION IS REQUIRED FOR EXCAVATED SOILS THOUGHT TO

CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR MUST NOTIFY COR WHEN CONTAMINATED

MATERIALS ARE ENCOUNTERED. CONTRACTOR MUST PERIODICALLY MONITOR EXCAVATED SOILS.

SOILS MUST BE CHARACTERIZED AND DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR MUST

COORDINATE REMOVAL OF CONTAMINATED MATERIALS WITH THE COR.

SURVEY NOTES:

1. BACKGROUND INFORMATION FROM TOPOGRAPHIC SURVEY WAS PERFORMED BY GTS CONSULTANTS

DURING JULY 2024, DATED AUGUST 8, 2024.

2. HORIZONTAL DATUM IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83) AND THE NEW

JERSEY STATE PLAN COORDINATE SYSTEM.

3. VERTICAL DATUM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. CONTRACTOR MUST RETAIN A SURVEYOR LICENSED IN THE STATE OF NEW JERSEY TO SURVEY

PROJECT IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION,

OTHER BENCHMARKS MUST BE ESTABLISHED BEFORE DEMOLITION AND CONSTRUCTION WORK

BEGINS. CONTRACTOR MUST SUPPLY CERTIFIED, CONTROL POINT DATA TO THE COR AFTER

COMPLETION OF CONSTRUCTION.

RECORD DRAWING NOTES:

1. CONTRACTOR MUST MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE DURATION

OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS IN CAD AND GIS FORMAT MUST BE

SUBMITTED TO THE COR. AS-BUILTS FOR ALL UTILITY SYSTEMS MUST BE FIELD SURVEYED AND

STAMPED BY LICENSED SURVEYOR IN THE STATE OF NEW JERSEY.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR MUST BE RESPONSIBLE FOR KEEPING

TRACK OF ANY COR APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON

APPROVED CONSTRUCTION DRAWINGS. THE REVISIONS MUST BE USED TO PREPARE RECORD

DRAWINGS OF THE COMPLETED CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS AND CONFIGURATIONS, AND ANY OTHER

CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED

CONSTRUCTION DRAWINGS MUST BE NOTED. THIS INCLUDES BURIED OR CONCEALED

CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION.

4. CONTRACTOR MUST RETAIN A STATE OF NEW JERSEY LICENSED SURVEYOR TO LOCATE PROJECT IMPROVEMENTS AND PROVIDE A PLANIMETRIC AND TOPOGRAPHIC SURVEY OF THE PROJECT SITE AFTER CONSTRUCTION IS COMPLETED. HORIZONTAL ACCURACY MUST BE THIRD ORDER, CLASS II AS INDICATED ON USACE EM 1110-1-005. VERTICAL ACCURACY MUST BE THIRD ORDER AS INDICATED ON USACE EM 1110-1-005. SURVEY MUST BE TIED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SURVEY MUST INCLUDE ALL UTILITIES WITHIN THE SURVEY AREA. UTILITIES MUST BE LOCATED IN ACCORDANCE WITH THE PRACTICES AND

PROCEDURES OUTLINED IN ASCE 38, SUE QUALITY LEVEL B. THE TOPOGRAPHIC SURVEY MUST

DEPICT CONTOURS AT A 1 FOOT INTERVAL. THE DIGITAL TOPOGRAPHIC MAP(S) MUST BE COMPILED IN AUTOCAD CIVIL 3D FORMAT. CONTRACTOR MUST PROVIDE 3D DIGITAL MAPPING AND DIGITAL

TERRAIN MODELING TO THE COR AFTER COMPLETION OF THE SURVEY.

GENERAL DEMOLITION NOTES:

1. PRIOR TO ANY EXCAVATION AND/OR DIGGING, A DIG SAFE PERMIT MUST BE REQUESTED A MINIMUM

OF FIFTEEN (15) BUSINESS DAYS PRIOR TO THE START OF WORK. CONTRACTOR MUST SUBMIT THE

PERMIT REQUEST IN ACCORDANCE WITH SPECIFICATION SECTION 01 11 00.

2. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS MUST BE DISPOSED OF OFF

INSTALLATION IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. SEE

SPECIFICATION SECTION 02 41 00 FOR TESTING REQUIREMENTS ON REMOVAL OF EXCESS MATERIAL.

3. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS:

AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED

AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE WASTE DISPOSAL SITE.

4. PAVEMENT DESIGNATED FOR SAWCUT MUST BE SAWCUT FULL DEPTH. EXISTING PAVEMENT EDGES

MUST BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE.

5. PAVEMENT REMOVAL MUST INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE MATERIAL

PRESENT.

6. CONTRACTOR MUST COORDINATE WITH THE COR A MINIMUM 21 DAYS PRIOR TO REMOVAL OF

EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES MUST BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES IN THE EVENT THAT UNINTERRUPTED SERVICE TO THE FACILITY IS REQUIRED

BY THE COR. ALL RELOCATIONS MUST BE COORDINATED WITH THE COR.

7. UTILITY CAPPING METHODS MUST BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE OR PIPE CAP WITH THRUST BLOCK. ALL CAPPING MUST BE

INSPECTED AND APPROVED BY THE COR.

8. STRUCTURES AND UTILITIES TO BE REMOVED MUST BE REMOVED IN ACCORDANCE WITH

SPECIFICATION 02 41 00 AND BACKFILLED IN ACCORDANCE WITH SPECIFICATION 31 00 00.

9. DO NOT BEGIN SITE WORK (GRADING, EXCAVATION, DEMOLITION, OR CONSTRUCTION) UNTIL THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SHOWN ON SHEETS

CG111 AND CG112.

GENERAL UTILITY NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH DIG SAFE REQUIREMENTS AS WELL AS

MAINTAINING DIG SAFE MARKINGS THROUGHOUT THE DURATION OF CONSTRUCTION.

2. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR ALL REQUIRED UTILITY

SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE COR. CONTRACTOR MUST PROVIDE A WRITTEN

REQUEST TO COR FOR ANY PLANNED UTILITY SHUTDOWNS.

3. THE MINIMUM DEPTH OF COVER FOR UTILITIES MUST BE AS FOLLOWS UNLESS INDICATED

OTHERWISE:

a. WATER: 48 INCHES

b. FIRE PROTECTION: 48 INCHES

c. ELECTRICAL AND COMMUNICATION: 30 INCHES

d. SANITARY SEWER: 36 INCHES

e. GAS: 30 INCHES

f. ALL OTHER UTILITIES: 36 INCHES

4. ANY CHANGES TO PROPOSED UTILITY DESIGN MUST BE APPROVED BY THE COR IN WRITING.

UTILITY STRUCTURE NOTES:

1. ALL UTILITY STRUCTURES ARE TO BE HS-25 RATED.

a. CONTRACTOR MUST SUBMIT STRUCTURAL DRAWINGS, DESIGN CALCULATIONS, AND

WATERPROOFING METHOD, DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE OF NEW JERSEY FOR APPROVAL.

2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION MUST BE FLUSH WITH FINAL GRADE.

IN NON-PAVEMENT AREAS, RIM ELEVATION MUST BE FINISHED GRADE PLUS 2 INCHES.

3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES MUST BE STAMPED PER THE

APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND MUST BE STAMPED PER THE

ORIGIN OF MANUFACTURE.

GENERAL GRADING NOTES:

1. NEW ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR STRUCTURE UNLESS

INDICATED OTHERWISE.

2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS.

CONTRACTOR MUST VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING

CONSTRUCTION AND USE GRADUAL SLOPES WHEN PERFORMING GRADING OPERATIONS.

3. ADEQUATE DRAINAGE MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY DRAINAGE

FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION MUST BE RESTORED TO EXISTING

CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE COR.

4. THE CONTRACTOR MUST REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS

NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT,

SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.

5. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN MUST BE ADJUSTED ACCORDING TO FINISH

GRADE ELEVATION.

6. ALL AREAS DISTURBED BY CONSTRUCTION MUST BE RE-VEGETATED OR SEEDED IN ACCORDANCE

WITH THE SPECIFICATION SECTION 32 92 19.

7. INSPECTION REPORTS GENERATED BY THE CONTRACTOR AFTER INSPECTION OF EROSION CONTROL

DEVICES MUST BE SUBMITTED TO THE COR.

8. PROOF-ROLL SUBGRADE IN ACCORDANCE WITH SPECIFICATION SECTION 31 00 00.

9. BACKFILL AND ORDINARY FILL GRADATIONS MUST BE IN ACCORDANCE WITH SECTION 31 00 00 - 2.1.2.

ACCESS AND SAFETY NOTES:

COORDINATION AND COMMUNICATION NOTES:

1. CONTRACTOR MUST APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE

APPROVAL OF THE COR, WHO MUST BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES

DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN PROGRESS. THE

PRIMARY CONSTRUCTION SUPERINTENDENT MUST BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO MUST BE AVAILABLE ON A 24-HOUR, 7-DAY PER WEEK

BASIS. WHEN THE CONTRACTOR'S PRIMARY CONSTRUCTION REPRESENTATIVE IS NOT

AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE REPRESENTATIVE MUST BE

PROVIDED. CONTRACTOR MUST PROVIDE NAMES AND CONTACT INFORMATION OF

REPRESENTATIVES TO THE COR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

2. CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION BETWEEN

ANY SUBCONTRACTORS AND THE COR. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE

CONTRACTOR MUST BE REVIEWED AND APPROVED BY THE COR.

TRAFFIC CONTROL NOTES:

1. PRIOR TO CONSTRUCTION, CONTRACTOR MUST CORDON OFF THE CONSTRUCTION WORK

AREA AND ASSOCIATED ROADWAYS AND PARKING AREAS BY USING BARRICADES AND

FENCING APPROVED BY THE COR. TEMPORARY CONSTRUCTION FENCING MUST BE INSTALLED

ACCORDING TO DETAILS H1, H8 AND H15 ON SHEET CS502.

2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE MARKED WITH COMPANY DESIGNS,

INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE.

3. CONSTRUCTION EQUIPMENT MUST HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN

ALARM WHEN MOVING IN REVERSE.

4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT.

5. NO UNAUTHORIZED PEDESTRIAN TRAFFIC MUST BE ALLOWED INSIDE THE CONSTRUCTION

LIMITS. AUTHORIZED PEDESTRIAN TRAFFIC INCLUDE ESSENTIAL PERSONNEL, USACE

PERSONNEL, AND OTHER PERSONNEL AUTHORIZED BY COR.

6. CONTRACTOR MUST PROVIDE A MINIMUM NOTICE OF 1 MONTH TO THE COR FOR ROAD

CLOSURE PRIOR TO THE ROAD REQUIRING CLOSURE.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR

MUST REQUEST THE COR TO SCHEDULE AN INSPECTION. NO ROADWAY MUST BE RE-OPENED

UNTIL THE COR HAS COMPLETED INSPECTION AND APPROVED THE RE-OPENING OF THE ROAD.

TEMPORARY CONSTRUCTION CRANE NOTES:

1. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES MUST HAVE BOOMS OR ARMS

LOWERED TO THEIR LOWEST ELEVATION.

EXCAVATION AND TRENCHES NOTES:

1. CONTRACTOR MUST BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING,

AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH THE MOST STRINGENT

INTERPRETATION OF LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS FOR CONSTRUCTION, AND USACE EM 385-1-1 "HEALTH

AND SAFETY MANUAL".

2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE MUST BE PROMINENTLY

MARKED.

3. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED. ALL

DEWATERING LIQUIDS AND SEDIMENT MUST BE COLLECTED, TREATED AND DISPOSED IN

COMPLIANCE WITH FEDERAL, STATE, LOCAL RULES AND REGULATIONS AND THE

CONSTRUCTION CONTRACT DOCUMENTS.

4. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING

THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK

APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED. MAXIMUM LENGTH OF OPEN

TRENCH MUST BE LIMITED TO 50 FEET, EXCEPT AS APPROVED BY COR.

5. TRENCHING IN PARKING AREAS IS ALLOWED, SO LONG AS A STEEL PLATE IS PROVIDED OVER

THE TRENCH TO ACCOMMODATE VEHICULAR TRAFFIC. COORDINATE TEMPORARY CLOSURE OF

AREAS WITH COR.

OTHER SAFETY REQUIREMENTS:

1. CONTRACTOR MUST MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL

SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, AND "USACE EM 385-1-1 SAFETY

AND HEALTH REQUIREMENTS MANUAL, 30 NOV 2014".

2. THERE MUST BE NO PERMANENT WASTE SITES ON JOINT BASE PROPERTY. TEMPORARY

WASTE AREAS DO NOT REQUIRE APPROVAL BY THE COR SO LONG AS WASTE IS PROPERLY

STORED WITHIN THE CONTRACTOR'S LAYDOWN AREA AND ARE NOT CREATING A HAZARD,

AND WASTE IS REMOVED DAILY. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS

SUBJECT TO THE DIRECTION OF THE COR.

3. CONTRACTOR MUST COORDINATE THE RELOCATION OF ANY GOVERNMENT-OWNED

EQUIPMENT WITH THE COR.

4. STOCKPILED MATERIAL MUST BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT

RESULTING FROM WIND CONDITIONS AND MUST NOT CONTRIBUTE TO WIND DRIVEN DUST

CONDITIONS.

5. CONTRACTOR MUST MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY

CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST CONTROL BLOWING DUST ON THE

PROJECT SITE, FROM ENTERING ANY HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.

6. GASOLINE, FUEL, AND OIL STORAGE IN CONTRACTOR AREAS AND PROJECT SITE MUST HAVE

PROPER SPILL CONTAINMENT IN ACCORDANCE WITH DPW ENVIRONMENTAL REQUIREMENTS.

GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S

OPERATIONS OR ACTIVITIES MUST BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE

SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM

THE PROJECT PROPERTY.

7. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER LINES OR

FIRE HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE CONTRACTOR MUST

PROVIDE A MINIMUM ADVANCE NOTICE OF 30 DAYS TO THE LOCAL FIRE AUTHORITY AND ALL

OTHER EMERGENCY SERVICES.

8. FAILURE TO COMPLY WITH THE USACE SAFETY REQUIREMENTS DEFINED IN EM 385-1-1 MUST

RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS

ARE ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE COR.

9. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN MUST IMMEDIATELY

BE REMOVED FROM THE WORK AREA AND MUST NOT BE PERMITTED TO RETURN

THROUGHOUT THE REMAINDER OF THE PROJECT.

SECURITY REQUIREMENTS NOTES:

1. ALL CONTRACTOR EMPLOYEES MUST CARRY CONTRACTOR PHOTO IDENTIFICATION AT ALL

TIMES.

2. CONTRACTOR EMPLOYEES MUST COMPLY WITH ANY INTEGRATED SECURITY MEASURES THAT

MAY BE NECESSARY DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO,

VEHICLE INSPECTIONS, IDENTIFICATION CHECKS, ETC.

CONTRACTOR SAFETY PLAN SUBMITTALS:

1. CONTRACTOR MUST FURNISH A CONSTRUCTION SAFETY PLAN AND PROPOSED PROJECT

SCHEDULE TO THE COR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C -0

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

B A

0% S

O N

S U

/0 2/

/1 5/

O N

R . T

C-002

W -Q

W-QLDW-QLDW-QLD

W-QLD W-QLD W-QLD W-QLD

W -Q

W-QLD

W-QLDW-QLD W-QLD

SCALE: 1" = 60'

EXISTING CONDITIONS - OVERALLA1

PLAN

NORTH

60' 120'0

VF111

VF112

GENERAL SHEET NOTES

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR SURVEY NOTES.

3. SEE DRAWINGS B-201 AND B-202 FOR SOIL TEST BORING

INFORMATION.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-V F1

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

C B A

S U

O N

S U

O N

R . T

VF110

G C

O N

- O

CONTROL POINT TABLE

POINT # NORTHING EASTING ELEVATION DESCRIPTION

T-1 434350.7479 542545.1219 76.26 MAGNAIL IN PAVEMENT

T-2 434096.9751 542443.0801 74.55 SURVEY CAP IN GRASS

T-3 433842.7388 542915.3690 74.05 XCUT ON MANHOLE RIM

T-4 433711.9379 542740.9336 71.64 SURVEY CAP IN GRASS

T-5 434308.2397 542323.9026 76.07 MAGNAIL IN PAVEMENT

T-6 434454.0815 542106.2840 76.46 MAGNAIL IN PAVEMENT

LEGEND

SCALE: 1" = 30'

EXISTING CONDITIONS - AREA 1A1

PLAN

NORTH

30' 60'0

C H

E A1

/V F1

LEGEND

GENERAL SHEET NOTES

C B A

S U

O N

S U

O N

R . T

VF111

G C

O N

- A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-V F1

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

KEY PLAN

N W

R O

G R

T-

C G

E- D

-L

U R

, N

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR SURVEY NOTES.

3. SEE DRAWING VF110 FOR CONTROL POINT INFORMATION.

4. SEE DRAWINGS B-201 AND B-202 FOR SOIL TEST BORING

INFORMATION.

W-QLD

-Q

W-QLDW-QLDW-QLDW-QLDW-QLDW-QLD

W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD

W -Q

W-QLD

W -Q

-QLD

W-QLD W-QLD W-QLD W-QLD

W -Q

SCALE: 1" = 30'

EXISTING CONDITIONS - AREA 2A1

PLAN

NORTH

30' 60'0

C H

E A1

/V F1

GENERAL SHEET NOTES

C B A

S U

O N

S U

O N

R . T

VF112

G C

O N

- A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-V F1

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

KEY PLAN

N W

R O

G R

T-

C G

E- D

-L

U R

, N

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR SURVEY NOTES.

3. SEE DRAWING VF110 FOR CONTROL POINT INFORMATION.

4. SEE DRAWINGS B-201 AND B-202 FOR SOIL TEST BORING

-Q

W-QLDW-QLDW-QLDW-QLDW-QLDW-QLD

W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD

W -Q

W-QLD

W -Q

-QLD

W-QLD W-QLD W-QLD W-QLD

W -Q

SCALE: 1" = 30'

BORING LOCATION PLANA1

PLAN

NORTH

30' 60'0

GENERAL SHEET NOTES

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR SURVEY NOTES.

3. SEE DRAWING VF110 FOR CONTROL POINT INFORMATION.

4. SEE DRAWINGS B-201 AND B-202 FOR SOIL TEST BORING

INFORMATION.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-B -1

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

LEGEND

B A

0% S

O N

S U

/0 2/

/1 5/

O N

R . T

B-110

L O

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

_B -2

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

NOTE:

SEE DRAWING B-110 FOR BORING LOCATIONS.

B A

0% S

O N

S U

/0 2/

/1 5/

O N

R . T

B-201

L O

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

_B -2

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

NOTE:

SEE DRAWING B-110 FOR BORING LOCATIONS.

B A

0% S

O N

S U

/0 2/

/1 5/

O N

R . T

B-202

L O

-Q

W-QLDW-QLDW-QLD

W-QLD W-QLD W-QLD W-QLD

W -Q

W-QLD

W-QLDW-QLD W-QLD

LOCLOC

LOC

LOCLOCLOC

LOC

C LOC

LOC

LOC LOC LOC LOC

C LOC LOC

LOC

LOC LOC LOC

LOC

LOCLOC

SAWCUT PAVEMENT (FULL DEPTH)

TREE REMOVAL

ASPHALT PAVEMENT REMOVAL

SIDEWALK REMOVAL

LOC

STRIP TOPSOIL

TREE CLEARING

LIMIT OF CONSTRUCTION

SCALE: 1" = 60'

DEMOLITION PLAN - OVERALLA1

PLAN

NORTH

60' 120'0

CD111

CD112

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C D

dw g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

C B A

S U

O N

S U

O N

R . T

CD110

N P

LEGEND

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR GENERAL DEMOLITION NOTES.

3. SOIL EROSION MEASURES MUST BE IN PLACE PRIOR TO

START OF DEMOLITION ACTIVITIES.

20' WIDE

TREE CLEARING

(TYP.)

LOCLOC

LOC

LOC LOC

SAWCUT

PAVEMENT

FULL DEPTH

ASPHALT PAVEMENT REMOVAL

N 434260.28 E 542458.19

N 434285.51 E 542446.99

N 434336.28 E 542444.17

N 434265.08 E 542418.06

N 434265.12 E 542437.33

N 434255.72 E 542455.73

N 434258.16 E 542436.89

N 434292.49 E 542428.11

N 434332.58 E 542454.25

N 434249.95 E 542447.20

N 434230.96 E 542440.91

N 434288.56 E 542343.67

N 434355.13 E 542151.80

N 434391.05 E 542061.64

N 434398.09 E 542032.68

N 434383.62 E 542026.80

N 434336.35 E 542144.91

N 434310.19 E 542434.59

N 434313.94 E 542435.98

SEE NOTE 4

STRIP TOPSOIL

SAWCUT PAVEMENT (FULL DEPTH)

TREE REMOVAL

ASPHALT PAVEMENT REMOVAL

SIDEWALK REMOVAL

LIMIT OF CONSTRUCTION

TREE CLEARING

LOC

SCALE: 1" = 30'

DEMOLITION PLAN - AREA 1A1

PLAN

NORTH

30' 60'0

C H

E A1

/C D

LEGEND

GENERAL SHEET NOTES

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR GENERAL DEMOLITION NOTES.

3. REMOVE ALL TREES AND FOLIAGE AS NECESSARY TO

INSTALL CHAIN LINK FENCE.

4. PRIOR TO INSTALLATION OF PV ARRAY, REMOVE ALL

VEGETATION FROM PAVED SURFACES, APPLY WEED

REPELLANT AND SEAL ALL CRACKS IN EXISTING PAVEMENT.

C B A

S U

O N

S U

O N

R . T

CD111

N P

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C D

dw g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

KEY PLAN

N W

R O

G R

T-

C G

E- D

-L

U R

, N

-Q

W-QLDW-QLDW-QLDW-QLDW-QLDW-QLD

W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD

W -Q

W-QLD

W -Q

-QLD

W-QLD W-QLD W-QLD W-QLD

W -Q

TREE REMOVAL (TYP.)

LOCLOCLOCLOC

LOC

LOCLOCLOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC

LOC LOC LOC LOC LOC

LOC

C LOC LOC LOC LOC LOC LOC

LOC

LOCLOCLOCLOCLOC

SIDEWALK REMOVAL.

LOCATIONS ARE APPROXIMATE.

REMOVE TO NEAREST JOINT.

ASPHALT PAVEMENT

REMOVAL (TYP.)

STRIP TOPSOIL

N 433837.93 E 542913.48

N 433835.26 E 542919.28

N 433806.15 E 542920.88

N 433802.99 E 542927.17

N 433946.10 E 542720.86

N 433933.16 E 542726.42

N 433930.58 E 542677.10

N 433921.45 E 542695.50

N 433894.98 E 542875.12

N 433882.79 E 542868.87

N 433875.73 E 542882.70

N 433887.93 E 542889.04

STRIP TOPSOIL

SAWCUT PAVEMENT (FULL DEPTH)

TREE REMOVAL

ASPHALT PAVEMENT REMOVAL

SIDEWALK REMOVAL

LIMIT OF CONSTRUCTION

TREE CLEARING

LOC

SCALE: 1" = 30'

DEMOLITION PLAN - AREA 2A1

PLAN

NORTH

30' 60'0

C H

E A1

/C D

LEGEND

GENERAL SHEET NOTES

EXISTING BASIN

TO REMAIN

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR GENERAL DEMOLITION NOTES.

C B A

S U

O N

S U

O N

R . T

CD112

N P

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C D

dw g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

KEY PLAN

N W

R O

G R

T-

C G

E- D

-L

U R

, N

XXXXXX

X X

X X X X X X X X X X

XXXXXXXXXX

X X

G G

W -Q

W-QLDW-QLDW-QLD

W-QLD W-QLD W-QLD W-QLD

W -Q

W-QLD

W-QLDW-QLD W-QLD

U E

E E E E

E E E

UE UE UE

LOCLOC

LOC

LOCLOCLOC

LOC

C LOC

LOC

LOC LOC LOC LOC

C LOC LOC

LOC

LOC LOC LOC

LOC

LOCLOC

X X

12' DOUBLE SWING GATE

CHAIN LINK FENCE

GRAVEL SURFACE

ASPHALT PAVEMENT

CONCRETE SIDEWALK

LOC LIMIT OF CONSTRUCTION

G 2" GAS LINE

UE UNDERGROUND ELECTRIC SERVICE

ELECTRICAL HANDHOLE

GAS VALVE

CS501

L14

CS501

CS502

A14

CU501

A15

PV ARRAY AREA

CS501

TREELINE

E UNDERGROUND ELECTRIC DUCTBANK

SCALE: 1" = 60'

SITE PLAN - OVERALLA1

PLAN

NORTH

60' 120'0

CS111

CS112

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C S1

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

C B A

S U

O N

S U

O N

R . T

CS110

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR GENERAL SITE NOTES.

3. SEE DRAWING VF110 FOR CONTROL POINT INFORMATION.

4. SEE DRAWINGS B-201 AND B-202 FOR SOIL TEST BORING

X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXXXX

X X

ASPHALT PAVEMENT,

SEE DEMOLITION LIMITS

FOR LOCATION. (TYP.)

U E

CHAIN LINK FENCE

12' DOUBLE

SWING GATE

LOCLOC

LOC

LOC LOC

SEE NOTE 4. (TYP.)

N 434485.50 E 542083.50

N 434384.86 E 542046.58

N 434342.24 E 542474.43

N 434244.67 E 542428.81

TREELINE

16' X 20'

ELECTRICAL

EQUIPMENT PAD

X X

LOC

X X

12' DOUBLE SWING GATE

CHAIN LINK FENCE

GRAVEL SURFACE

ASPHALT PAVEMENT

CONCRETE SIDEWALK

LOC LIMIT OF CONSTRUCTION

G 2" GAS LINE

UE UNDERGROUND ELECTRIC SERVICE

ELECTRICAL HANDHOLE

GAS VALVE

CS501

L14

CS501

CS502

A14

CU501

A15

PV ARRAY AREA

CS501

TREELINE

E UNDERGROUND ELECTRIC DUCTBANK

SCALE: 1" = 30'

SITE PLAN - AREA 1A1

PLAN

NORTH

30' 60'0

C H

E A1

/C S1

LEGEND

GENERAL SHEET NOTES

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR GENERAL SITE NOTES.

3. SEE DRAWING VF110 FOR CONTROL POINT INFORMATION.

4. SEE DRAWINGS B-201 AND B-202 FOR SOIL TEST BORING

INFORMATION.

5. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.

6. TOPSOIL AND SEED DISTURBED AREAS ALONG NEW

UTILITY INSTALLATION ROUTE.

7. PRIOR TO THE START OF CONSTRUCTION, VERIFY WITH PV

ARRAY MANUFACTURER THAT PROPOSED FOUNDATION

LAYOUT IS CLEAR OF ANY EXISTING UTILITIES.

8. PV ARRAY MANUFACTURER/VENDOR TO DETERMINE SOLAR

PANEL MODEL, PROVIDE PV ARRAY LAYOUT AND

ADDITIONAL ELECTRICAL EQUIPMENT REQUIRED FOR A

COMPLETE AND FULLY FUNCTIONAL INSTALLATION . PV

ARRAY MANUFACTURER/VENDOR SHALL DETERMINE FINAL

POWER OUTPUT AND THAT IT MEETS REQUIREMENTS OF

THE PROJECT.

C B A

S U

O N

S U

O N

R . T

CS111

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C S1

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

KEY PLAN

N W

R O

G R

T-

C G

E- D

-L

U R

, N

12.0'

26.1'

24.1'

12.5'

12.0'

12.0' 12.0'

12.0'

X X

XXXXXXXXXXXX

X X

X X X X X

G G G G G G

W-QLD

W -Q

-Q

W-QLDW-QLDW-QLDW-QLDW-QLDW-QLD

W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD W-QLD

W -Q

W-QLD

W -Q

-QLD

W-QLD W-QLD W-QLD W-QLD

W -Q

CHAIN LINK FENCE

12' DOUBLE

SWING GATE

ASPHALT PAVEMENT,

SEE DEMOLITION LIMITS

FOR LOCATION. (TYP.)

CONCRETE SIDEWALK (TYP.)

CONNECT TO

EXISTING GAS LINE

5' X 15' ELECTRICAL

SWITCHGEAR PAD

28'X10' GENERATOR

PAD (TYP. OF 2)

22.5'X10.5' BATTERY

ENERGY STORAGE

SYSTEM PAD

(TYP. OF 3)

GAS LINE

U E

E E E E E E E E E

E E E E E E

UE UE UE UE UE UE UE

E E

LOCLOCLOCLOC

LOC

LOCLOCLOCLOCLOCLOC

LOC LOC LOC LOC LOC LOC

LOC LOC LOC LOC LOC

LOC

C LOC LOC LOC LOC LOC LOC

LOC

LOCLOCLOCLOCLOC

SEE NOTE 7 (TYP.)

CONCRETE PAD FOR GAS

REGULATOR AND METER,

SEE MECHANICAL DRAWINGS

FOR DETAILS

GAS VALVE

N 433919.49 E 542670.59

N 433893.61 E 542591.77

N 433800.35 E 542544.84

N 433723.08 E 542570.38

N 433663.11 E 542688.73

N 433688.73 E 542764.64

N 433726.24 E 542786.75

N 433754.88 E 542866.19

N 433806.97 E 542892.66

109 110

X X

12' DOUBLE SWING GATE

CHAIN LINK FENCE

GRAVEL SURFACE

ASPHALT PAVEMENT

CONCRETE SIDEWALK

LOC LIMIT OF CONSTRUCTION

G 2" GAS LINE

UE UNDERGROUND ELECTRIC SERVICE

ELECTRICAL HANDHOLE

GAS VALVE

CS501

L14

CS501

CS502

A14

CU501

A15

PV ARRAY AREA

CS501

TREELINE

E UNDERGROUND ELECTRIC DUCTBANK

X X

LOC

Point Table

Point #

Northing

433887.48

433882.96

433862.51

433857.99

433881.04

433876.52

433851.55

433856.07

433812.83

433808.08

Easting

542608.96

542617.88

542596.30

542605.22

542621.67

542630.59

542617.93

542609.01

542662.07

542671.43

Point Table

Point #

Northing

433788.01

433792.76

433803.79

433799.04

433778.97

433783.72

433794.75

433790.00

433774.68

433769.93

Easting

542661.27

542651.90

542679.91

542689.28

542679.11

542669.74

542697.75

542707.12

542687.58

542696.95

Point Table

Point #

Northing

433897.70

433893.40

433889.39

433893.68

433886.31

433885.40

433880.05

433880.96

Easting

542664.94

542673.41

542671.38

542662.90

542620.83

542622.62

542619.91

542618.12

SCALE: 1" = 30'

SITE PLAN - AREA 2A1

PLAN

NORTH

30' 60'0

C H

E A1

/C S1

GENERAL SHEET NOTES

1. SEE DRAWING C-001 FOR CIVIL LEGEND AND

ABBREVIATIONS.

2. SEE DRAWING C-002 FOR GENERAL SITE NOTES.

3. SEE DRAWING VF110 FOR CONTROL POINT INFORMATION.

4. SEE DRAWINGS B-201 AND B-202 FOR SOIL TEST BORING

INFORMATION.

5. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.

6. SEE STRUCTURAL DRAWINGS FOR EQUIPMENT PAD

DETAILS.

7. TOPSOIL AND SEED DISTURBED AREAS ALONG NEW

UTILITY INSTALLATION ROUTE.

C B A

S U

O N

S U

O N

R . T

CS112

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C S1

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

KEY PLAN

N W

R O

G R

T-

C G

E- D

-L

U R

, N

EXISTING

UNDERLYING

MATERIAL

12" 12"

JOINT SPACING FOR STRAIGHT RUNS

WALK

WIDTH

CONTRACTION JOINT SPACING EXPANSION

JOINT SPACING

TRANSVERSE LONGITUDINAL

4' 4' NOT REQUIRED 80' MAX

5' 5' NOT REQUIRED 80' MAX

6' 6' NOT REQUIRED 80' MAX

8' 4' 4' 80' MAX

10' 5' 5' 80' MAX

SIDEWALK JOINT DETAIL

SECTION A-AEXPANSION JOINT

SAWED

CONTRACTION JOINT

1/2"

K D

3/16"

GRADE TO DRAIN

NOTES:

1. EXPANSION JOINTS SHALL NOT BE

REQUIRED BETWEEN CURBS THAT

ABUT THE SIDEWALK LONGITUDINALLY.

2. EXPANSION JOINTS SHALL BE USED AT

SIDEWALKS THAT ABUT A BUILDING.

1" M

1/8" MIN

WIDTH VARIES -

SEE SITE PLANS

1/ 4"

A A

COMPACTED SUBGRADE

REMOVE EXISTING MATERIAL

ACTUAL SAW CUT

FULL DEPTH AND

TACK COAT

EXISTING

ASPHALT

PAVEMENT

NEW ASPHALT

PAVEMENT

AGGREGATE

BASE COURSE

EDGE OF EXISTING

ASPHALT PAVEMENT,

DIMENSION, OR LOCATION

OF SAWCUT INDICATED ON

PLANS

LIGHT

BROOM

FINISH (TYP)

SAWED

CONTRACTION

JOINT (TYP)

BACKER

ROD

PREFORMED

NON-EXTRUDING

JOINT

FILLER

JOINT

SEALANT

1/8" R

4" CONCRETE

UNLESS NOTED

OTHERWISE ON

THE PLAN

DRAWINGS

6" AGGREGATE BASE COURSE

6" COMPACTED SUBGRADE (95%)

EXPANSION

JOINT (TYP)

TOOLED

JOINT (TYP)

L14

SCALE: NTS

TYPE H - JUNCTURE OF NEW ASPHALT AND EXISTING ASPHALTG14

SCALE: NTS

ASPHALT PAVEMENTL14

SCALE: NTS

SIDEWALKF7

6" 2"

COMPACTED

SUBGRADE

HOT-MIX ASPHALTIC CONCRETE SURFACE COURSE

(9.5MM NOMINAL MAXIMUM AGGREGATE SIZE)

HOT-MIX ASPHALTIC CONCRETE BASE COURSE

(25MM NOMINAL MAXIMUM AGGREGATE SIZE)

AGGREGATE BASE COURSE

GEOTEXTILE

FABRIC

CS501

SCALE N.T.S.

GRAVEL SURFACEG1

AGGREGATE BASE COURSE PER SPECIFICATION 32 11 23.

GRADATION TYPE 1. PLACE IN 6" LIFTS, COMPACT TO 100%

OF LABORATORY MAXIMUM DENSITY PER ASTM D698

SCALE N.T.S.

TOPSOIL AND SEEDL1

TOPSOIL

PER SPECIFICATION 31 00 00

4"SELECT GRANULAR MATERIAL

PER SPECIFICATION 31 00 00

COMPACT TO 90% OF LABORATORY

MAXIMUM DENSITY PER ASTM D698

COMPACT PER

SPECIFICATION 31 00 00

1. PRIOR TO PLACEMENT OF FINAL SURFACE COURSES OR BACKFILLING

PROOF ROLL EXISTING SUBGRADES IN ACCORDANCE SPECIFICATION

SECTION 31 00 00.

1. PRIOR TO PLACEMENT OF FINAL SURFACE COURSES OR BACKFILLING PROOF

ROLL EXISTING SUBGRADES IN ACCORDANCE SPECIFICATION SECTION 31 00 00.

NOTES:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C S5

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

C B A

S U

O N

S U

O N

R . T

CS501

SCALE: NTS

CHAIN-LINK SECURITY FENCEA14

10'-0" (MAXIMUM)END BAY

MULTIPLES OF

10'-0" MAXIMUM

TOP

RAIL

ANGLE OR

CORNER POST

FINISH

GRADE

TRUSS ROD

CHAIN LINK FABRIC

2" 7'

-0

BOTTOM

RAIL

3' -0

10"

(MIN)

CONCRETE

FOOTING (TYP)

12'-0"

7' -0

6" 3'

-0

10"

MIN

FINISH GRADE

PLUNGER ROD CATCH

GATE POST

GATE FRAME GATE POST

TRUSS

RODS

CHAIN

LINK

FABRIC

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

LATCH TO

ACCOMMODATE

PADLOCK

BRACE

CONCRETE

FOOTING (TYP)

SCALE: NTS

12' DOUBLE SWING GATEA8

SCALE N.T.S.

TEMPORARY FENCE - TYPE 1

(PAVEMENT AREAS)

H1 SCALE N.T.S.

TEMPORARY 20' WIDE GATEH8

VARIES (SEE PLANS)

7' -0

2" M

6" 3'

-0

12"

MIN

10'-0" (MAXIMUM)END BAY

MULTIPLES OF 10'-0"

MAXIMUM

7' -0

NOTES:

1. RUBBER TIRE FILLED WITH CONCRETE SHALL NOT BE USED ADJACENT TO AREAS USED BY

PEDESTRIANS. AT LOCATIONS NEXT TO PEDESTRIAN AREAS USE TEMPORARY FENCE - TYPE 2.

2. SAND / WEIGHTING DOWN AS NEEDED.

3. FENCE SHALL INCLUDE BLACK OBSCURING FABRIC, ATTACHED AT TOP AND BOTTOM AS

RECOMMENDED BY MANUFACTURER.

FINISH GRADE

GATE POST GATE FRAME

GATE POST

TRUSS

RODS

CHAIN LINK FABRIC

BRACE

TRUSS

RODS

BRACE

CONCRETE

FOOTING (TYP)

(3000 PSI MIN)

TENSION WIRE

CORNER POST CHAIN

LINK FABRIC

BRACE

TRUSS ROD

LINE POST

RUBBER TIRE FILLED

WITH CONCRETE (TYPICAL) TENSION WIRE

OUTRIGGER WELDED TO

GATE POST (TYP)

LATCH TO

ACCOMMODATE

PADLOCK

TENSION WIRE

CHAIN LINK FABRIC

SCALE N.T.S.

TEMPORARY FENCE - TYPE 2H15

10'-0" (MAXIMUM)END BAY

MULTIPLES OF 10'-0"

MAXIMUM

7' -0

TENSION WIRE

CORNER POST CHAIN

LINK FABRIC

BRACE

TRUSS ROD

LINE POST

POST DRIVEN

INTO GROUND (TYPICAL)

TENSION WIRE

3' -0

" M

PLUNGER ROD CATCH

NOTES:

1. FENCE SHALL INCLUDE BLACK OBSCURING FABRIC, ATTACHED AT TOP

AND BOTTOM AS RECOMMENDED BY MANUFACTURER.NOTES:

1. FENCE SHALL INCLUDE BLACK OBSCURING FABRIC, ATTACHED AT TOP

AND BOTTOM AS RECOMMENDED BY MANUFACTURER.

CS502

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

U S

Y C

O R

S N

O R

K D

, R M

Y O

R K, N Y

N S

M cD

O N

S C

M O

, 6

US Army Corps of Engineers ®

D C

O D

-06

/0 2/

-C S5

.d w g

S U

N (N

O T

C O

R U

O N

NOT FOR

CONSTRUCTION

N W

R O

G R

T-

C G

E- D

-L

U R

, N

B A

0% S

O N

S U

/0 2/

/1 5/

O N

R . T

CS502

CU501

NOTES:

1. TRENCH TERMINOLOGY:

BEDDING: SUPPORTIVE, COMPACTED MATERIAL TO PROVIDE EVEN SUPPORT FOR THE PIPE. BOTTOM OF TRENCH AND BEDDING MATERIAL SHALL PROVIDE UNIFORM LONGITUDINAL SUPPORT FOR BOTTOM SECTION OF PIPE.

HAUNCHING: EXTENDS FROM THE BOTTOM OF THE PIPE TO THE CENTERLINE OF THE PIPE TO PROVIDE THE MOST RESISTANCE TO PIPE DEFLECTION. MATERIAL SHALL BE FREE OF ROCKS AND BE PLACED BY HAND.

INITIAL BACKFILL: EXTENDS FROM THE SPRINGLINE TO A POINT ABOVE THE TOP OF THE PIPE TO PROVIDE SOME PIPE SUPPORT AND HELPS TO PREVENT DAMAGE TO THE PIPE DURING PLACEMENT OF THE FINAL BACKFILL. THE

COVER EXTENDS FROM THE TOP OF THE PIPE TO THE TOP OF THE INITIAL BACKFILL.

FINAL BACKFILL: THIS ZONE EXTENDS FROM THE TOP OF THE INITIAL BACKFILL TO THE TOP OF THE TRENCH. FINAL BACKFILL UNDER PAVEMENTS MAY BE SUBJECT TO ADDITIONAL COMPACTION REQUIREMENTS AND TESTING.

2. BURIED WARNING AND IDENTIFICATION TAPE SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATIONS.

6" M

10" MIN

12" MAX

BACKFILL AS

SPECIFIED IN

SPECIFICATION 31 00 00

CONSTRUCT

PAVEMENT AS

SHOWN ON PLANS

INITIAL BACKFILL

HAND-TAMPED COMPACTION

ABOVE TOP OF PIPE

PIPE EMBEDMENT

MATERIAL AS SPECIFIED

IN SPECIFICATION 31 00 00

O D

FINISH GRADE

TRENCH WIDTH

AS SPECIFIED

DETECTABLE WARNING

IDENTIFICATION

TAPE (SEE NOTE 2)

4" TOPSOIL, SEED AND

MULCH AS SHOWN ON

PLANS, AS SPECIFIED.

SCALE N.T.S.

UTILITY TRENCHH15

2" SQUARE OPERATING NUT

6" DIA BOX SHAFT

1/4" STEEL GRAVEL SHIELD DIA

SHALL BE 1/2" LESS THAN BOX

SHAFT I.D.

BASE SHALL FULLY HOUSE

OPERATING ASSEMBLY AND

EXTEND 2" MINIMUM BELOW

BASE OF OPERATING NUT

PIPE

EMBEDMENT

MATERIAL

1" DIA COLD ROLLED STEEL

OR 1 1/2" DIA HEAVY STEEL

PIPE SHAFT EXTENSION

STEM

OPERATOR EXTENSION

COVER SHALL BE

STAMPED "GAS" OR

PER LOCAL STANDARD

FI…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 17, 2026.