J-8 - B678 Drawings.pdf

PDF 47 MB Posted Mar 30, 2022

Attached to: Building 678 Laboratory Expansion Federal contract opportunity
Solicitation number: FA448422R0010
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract solicitation for building expansion services. The solicitation seeks to expand Building 678 at Joint Base McGuire Dix Lakehurst in New Jersey, including demolition, construction, renovation and related work for administrative spaces. The contract period is one year. The opportunity is set aside for a HUB Zone small business. The estimated value is between $5-10 million. The NAICS code is 236220 and size standard is $39.5 million. Prices must be included on the bid schedule attachment and include an itemized cost breakdown. The solicitation will be evaluated on price and past performance. A site visit will be held on April 12th. Questions are due by April 19th. Past performance documentation is due May 2nd. The soliciting agency is the Department of the Air Force Air Mobility Command.

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Other files for this federal contract opportunity

Other files attached to Building 678 Laboratory Expansion, newest first.
File	Type	Posted
NEW - 2022-04-20 JBMDL B678 BIDDER RFI 0001 AE002.pdf	PDF	Apr 26, 2022
NEW - 0690-00-JBMDL B678_S-004_Amendment 1.pdf	PDF	Apr 26, 2022
NEW - Sign In Sheet - B678 Site Visit.pdf	PDF	Apr 26, 2022
NEW - FA448422R0010 B678 Lab Expansion Q and A.pdf	PDF	Apr 26, 2022
NEW - Solicitation Amendment FA448422R00100002 SF 30.pdf	PDF	Apr 26, 2022
NEW - Geo Tech Report.pdf	PDF	Apr 26, 2022
NEW - JBMDL B678 Laboratory Expansion_M20 - Sheet - M-103 - MECHANICAL FLOOR PLAN - AREA B.pdf	PDF	Apr 26, 2022
UPDATED L-1 - Section L - Instructions Conditions Notices to Offerors or Quoters.pdf	PDF	Apr 8, 2022
Solicitation Amendment FA448422R00100001 SF 30.pdf	PDF	Apr 8, 2022
J-1 - Wage Determination - New Jersey - Building Construction.pdf	PDF	Mar 30, 2022
J-5 - Medical Statement for Contractors.pdf	PDF	Mar 30, 2022
J-6 - EAL Form - B678 Laboratory Expansion Pre-Proposal Site Visit - 20220412.pdf	PDF	Mar 30, 2022
C-2 - B678 Specifications.pdf	PDF	Mar 30, 2022
J-4 - JB MDL SFS Appendix.pdf	PDF	Mar 30, 2022
J-7 - Past Performance Questionnaire - B678.pdf	PDF	Mar 30, 2022
B-1 Bid Schedule B678.docx	DOCX document	Mar 30, 2022
J-2 - JB MDL Antiterrorism Awareness for Contractors (Trifold).pdf	PDF	Mar 30, 2022
J-9 - B678 Submittal Register.pdf	PDF	Mar 30, 2022
L-1 - Section L - Instructions Conditions Notices to Offerors or Quoters.pdf	PDF	Mar 30, 2022
Solicitation - FA448422R0010.pdf	PDF	Mar 30, 2022
B-2 Bid Form - B678.xlsx	XLSX spreadsheet	Mar 30, 2022
C-1 - Statement of Work - B678.pdf	PDF	Mar 30, 2022
J-3 - JB MDL AT Awareness Guide for Contractors.pdf	PDF	Mar 30, 2022
M-1 - Section M - Evaluation Factors for Award.pdf	PDF	Mar 30, 2022

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SHEET ID

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B Y:

D B

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2 3 4 5 6 7 8 9 10

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

File Path:

Plot Date:

K D

BIM 360://JBMDL B678 Lab Expansion/JBMDL B678_A20.rvt

7/29/2021 4:24:10 PM

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, A

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FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

C G

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-L

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, B

O R

NAVAL AIR WARFARE CENTER, AIRCRAFT

DIVISION (NAWCAD) LAKEHURST, NJ

JOINT BASE MCGUIRE-DIX-LAKEHURST, B678

LABORATORY EXPANSION

JULY 2021

SHEET ID

F O

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Plot Date:

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BIM 360://JBMDL B678 Lab Expansion/JBMDL B678_A20.rvt

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FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

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INDEX OF DRAWINGS

PLATE NO. TITLE

EL103 ELECTRICAL LIGHTING FLOOR PLAN - AREA B

EL501 ELECTRICAL LIGHTING DETAILS

EL502 ELECTRICAL LIGHTING DETAILS

EL601 ELECTRICAL LIGHTING SCHEDULES

EP101 ELECTRICAL POWER OVERALL FLOOR PLAN

EP102 ELECTRICAL POWER FLOOR PLAN - AREA A

EP103 ELECTRICAL POWER FLOOR PLAN - AREA B

EP104 ELECTRICAL POWER OVERALL ROOF PLAN

EP501 ELECTRICAL POWER DETAILS

EP601 ELECTRICAL POWER ONE-LINE

EP602 ELECTRICAL FEEDER SCHEDULE

EP603 ELECTRICAL SCHEDULES

EP604 ELECTRICAL SCHEDULES

EP605 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND & ABBREVIATIONS

T-101 TELECOMMUNICATIONS OVERALL FLOOR PLAN

T-102 TELECOMMUNICATIONS FLOOR PLAN - AREA A

T-103 TELECOMMUNICATIONS PLAN - AREA B

T-401 TELECOMMUNICATIONS ENLARGED PLANS

T-501 TELECOMMUNICATIONS DETAILS

T-502 TELECOMMUNICATIONS DETAILS

T-601 TELECOM RISER DIAGRAM

INDEX OF DRAWINGS

PLATE NO. TITLE

AE509 WINDOW DETAILS

AE601 DOOR SCHEDULE

AE602 WINDOW SCHEDULE

AF001 FINISH MATERIALS LIST

AF101 OVERALL FLOOR PATTERN PLAN

AF102 FLOOR PATTERN PLAN - AREA A

AF103 FLOOR PATTERN PLAN - AREA B

AF601 ROOM FINISH SCHEDULE

AI201 TYPICAL ABA MOUNTING LOCATIONS

AI202 INTERIOR ELEVATIONS

AI203 INTERIOR ELEVATIONS

AI204 INTERIOR ELEVATIONS

AI205 INTERIOR ELEVATIONS

AI501 MILLWORK DETAILS

AI502 MILLWORK DETAILS

AI503 MILLWORK DETAILS

INTERIOR DESIGN

IF101 OVERALL FURNITURE FLOOR PLAN

IF102 FURNITURE FLOOR PLAN - AREA A

IF103 FURNITURE FLOOR PLAN - AREA B

IG101 OVERALL SIGNAGE FLOOR PLAN

IG102 SIGNAGE FLOOR PLAN - AREA A

IG103 SIGNAGE FLOOR PLAN - AREA B

IG104 SIGNAGE FLOOR PLAN - EXISTING AREA

IG501 SIGN TYPES

IG601 SIGNAGE SCHEDULE

FIRE ALARM/MASS NOTIFICATION

FA001 FIRE ALARM / MASS NOTIFICATION LEGEND & ABBREVIATIONS

FA101 FIRE ALARM / MASS NOTIFICATION OVERALL FLOOR PLAN

FA501 FIRE ALARM / MASS NOTIFICATION DETAILS

FA601 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM

FIRE PROTECTION

FP001 FIRE PROTECTION LEGEND & ABBREVIATIONS

FP101 FIRE PROTECTION FIRST FLOOR PLAN

FP501 FIRE PROTECTION DETAILS

LIFE SAFTEY

LS001 CODE SUMMARY

LS101 LIFE SAFETY PLAN

PLUMBING

P-001 PLUMBING LEGEND & ABBREVIATIONS

P-101 PLUMBING OVERALL FLOOR PLAN

P-109 PLUMBING ROOF PLAN

P-301 ENLARGED PLUMBING PLAN

P-302 ENLARGED PLUMBING PLAN

P-501 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 SANITARY AND VENT ISOMETRIC

P-902 DOMESTIC WATER ISOMETRIC

MECHANICAL

M-001 MECHANICAL LEGEND & ABBREVIATIONS

M-002 MECHANICAL GENERAL NOTES

M-101 MECHANICAL OVERALL FLOOR PLAN

M-102 MECHANICAL FLOOR PLAN - AREA A

M-103 MECHANICAL FLOOR PLAN - AREA B

M-104 MECHANICAL ROOF PLAN

MP101 MECHANICAL PIPING OVERALL FLOOR PLAN

MP102 MECHANICAL PIPING FLOOR PLAN - AREA A

MP103 MECHANICAL PIPING FLOOR PLAN - AREA B

M-401 MECHANICAL ENLARGED PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-700 CONTROLS LEGENDS AND ABBREVIATIONS

M-701 CONTROL DIAGRAMS

M-702 CONTROL DIAGRAMS

M-703 CONTROL DIAGRAMS

ELECTRICAL

E-001 ELECTRICAL LEGEND & ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

EG101 ELECTRICAL LIGHTNING & GROUNDING PLAN

EG501 ELECTRICAL GROUNDING DETAILS

EG502 ELECTRICAL GROUNDING DETAILS

EL101 ELECTRICAL LIGHTING OVERALL FLOOR PLAN

EL102 ELECTRICAL LIGHTING FLOOR PLAN - AREA A

INDEX OF DRAWINGS

PLATE NO. TITLE

GENERAL

G-000 COVER SHEET

G-001 INDEX OF DRAWINGS

G-002 VICINITY AND LOCATION MAP

CIVIL

C-001 ABBREVIATIONS AND LEGENDS

C-002 GENERAL CIVIL NOTES

B-101 BORING LOGS

B-102 BORING LOGS

CD101 EXISTING CONDITIONS AND DEMOLITION PLAN

CD102 EXISTING CONDITIONS AND DEMOLITION PLAN BID OPTION

CS101 SITE PLAN

CS102 SITE PLAN BID OPTION

CG101 GRADING AND DRAINAGE PLAN

CG102 GRADING AND DRAINAGE PLAN BID OPTION

CG201 STORM SEWER PROFILE

CE101 EROSION CONTROL PLAN

CU101 UTILITY PLAN

CU201 SANITARY SEWER PROFILES

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

C-504 CIVIL DETAILS

C-505 CIVIL DETAILS

C-506 CIVIL DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES - SHEET 1

S-002 STRUCTURAL GENERAL NOTES - SHEET 2

S-003 STRUCTURAL GENERAL NOTES - SHEET 3

S-004 STRUCTURAL GENERAL NOTES - SHEET 4

S-100 STRUCTURAL OVERALL FOUNDATION PLAN

S-101 STRUCTURAL FOUNDATION PLAN - AREA A

S-102 STRUCTURAL FOUNDATION PLAN - AREA B - BASE BID

S-103 STRUCTURAL FOUNDATION PLAN - AREA B - BID OPTION 2

S-104 STRUCTURAL OVERALL ROOF FRAMING PLAN

S-105 STRUCTURAL ROOF FRAMING PLAN - AREA A

S-106 STRUCTURAL ROOF FRAMING PLAN - AREA B - BASE BID

S-107 STRUCTURAL ROOF FRAMING PLAN - AREA B - BID OPTION 2

S-201 STRUCTURAL ELEVATIONS - SHEET 1

S-202 STRUCTURAL ELEVATIONS - SHEET 2

S-401 STRUCTURAL ENLARGED PLANS - SHEET 1

S-402 STRUCTURAL ENLARGED PLANS - SHEET 2

S-501 STRUCTURAL TYPICAL CONCRETE DETAILS - SHEET 1

S-502 STRUCTURAL TYPICAL CONCRETE DETAILS - SHEET 2

S-503 FOUNDATION DETAILS - SHEET 1

S-504 FOUNDATION DETAILS - SHEET 2

S-505 STRUCTURAL TYPICAL STEEL DETAILS - SHEET 1

S-506 STRUCTURAL TYPICAL STEEL DETAILS - SHEET 2

S-507 TYPICAL LIGHT GAGE STEEL

S-508 TYPICAL LIGHT GAGE STEEL

S-509 FRAMING DETAILS - SHEET 1

S-510 FRAMING DETAILS - SHEET 2

S-511 FRAMING DETAILS - SHEET 3

S-601 STRUCTURAL LOAD DIAGRAMS

S-602 STRUCTURAL SCHEDULES - SHEET 1

S-603 STRUCTURAL SCHEDULES - SHEET 2

ARCHITECTURE

A-001 LEGENDS, ABBREVIATIONS, & GENERAL NOTES

A-101 AREA OF WORK PLAN

AD001 GENERAL DEMOLITION NOTES

AD101 DEMOLITION PLAN

AD201 DEMOLITION ELEVATIONS

AE001 AIR BARRIER PLANS

AE002 WALL TYPES

AE101 OVERALL FLOOR PLANS

AE102 FLOOR PLAN - AREA A

AE103 FLOOR PLAN - AREA B

AE104 OVERALL REFLECTED CEILING PLAN

AE105 REFLECTED CEILING PLAN - AREA A

AE106 REFLECTED CEILING PLAN - AREA B

AE107 ROOF PLAN

AE201 BUILDING ELEVATIONS

AE202 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AE302 BUILDING SECTIONS

AE303 BUILDING SECTIONS

AE304 WALL SECTIONS

AE305 WALL SECTIONS

AE306 WALL SECTIONS

AE307 WALL SECTIONS

AE401 ENLARGED PLANS

AE402 ENLARGED PLANS

AE501 DETAILS

AE502 DETAILS

AE503 DETAILS

AE504 DETAILS

AE505 DETAILS

AE506 PLAN DETAILS

AE507 PLAN DETAILS

AE508 DOOR DETAILS

SCALE: N.T.S.

VICINITY AND LOCATION MAP

NORTH

TRENTON

JOINT BASE

MCGUIRE-DIX-LAKEHURST

EDISON

ATLANTIC

CITY

NEWARK

HAUL ROUTE

SITE LOCATION

SCALE: N.T.S.

LOCATION MAP

NORTH

HAUL ROUTE

MAIN GATE

SITE

A V

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G d w g

A D

H I A

A L I A

F E

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A L L

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SHEET ID

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L I C

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FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

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LEGEND

COMMERCIAL GATE

VISITOR CONTROL CENTER

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C d w g

A D

H I A

A L I A

F E

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A B

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C-001

* THE LIST OF ABBREVIATIONS AND THE LEGENDS

MAY CONTAIN ITEMS THAT ARE NOT SHOWN WITHIN

THE DRAWINGS AND DO NOT OCCUR IN THE PROJECT.

W W

SS SS

SANITARY SEWER LINE

SANITARY SEWER CLEANOUT

WATER LINE

FIRE WATER LINE

POST INDICATOR VALVE

TEE WITH RESTRAINED JOINTS

45° BEND WITH RESTRAINED JOINTS

AC ACRE OR ASBESTOS CEMENT

AGGR AGGREGATE

ALUM ALUMINUM

ASPH ASPHALT CEMENT

ASSY ASSEMBLY

B BACKWASH

BC BACK OF CURB

BCCMP BITUMINOUS COATED

CORRUGATED METAL PIPE

BE BOTTOM ELEVATION

BFP BACKFLOW PREVENTER

BITUM BITUMINOUS

BLDG BUILDING

BLV BALL VALVE

BM BENCHMARK

BV BUTTERFLY VALVE

BW BACK OF WALL

C CHORD

CATV CABLE TELEVISION

CATVo CABLE TELEVISION (OVERHEAD)

CATVu CABLE TELEVISION

(UNDERGROUND)

CB CATCH BASIN

CC CENTER TO CENTER

CES CIVIL ENGINEERING SQUADRON

CF CUBIC FEET

C&G CURB & GUTTER

ChL CHORD LENGTH

ChB CHEMICAL TREATMENT

CI CURB INLET

CISP CAST IRON SOIL PIPE

C CENTERLINE

CLR CLEAR

CMH COMMUNICATIONS MANHOLE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN LINE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

CP CARPOOL PARKING SPACE

CV CHECK VALVE

CY CUBIC YARDS

D MAIN DRAIN

DA DRAINAGE AREA

DB DRAIN BASIN

DI DROP INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

DW DOMESTIC WATER

DWCPP DOUBLE-WALLED CORRUGATED

PLASTIC PIPE

DWCB DOUBLE-WING CATCH BASIN

DWG DRAWING

E EAST

Eo ELECTRICAL CABLE (OVERHEAD)

Eu ELECTRICAL CABLE

(UNDERGROUND)

EF EACH FACE

EL ELEVATION

ELEV ELEVATION

EMH ELECTRICAL MANHOLE

EOP EDGE OF PAVEMENT

ESMT EASEMENT

EW EACH WAY

EX EXISTING

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F FILTER RETURN

FES FLARED END SECTION

FEV FUEL EFFICIENT VEHICLE

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FIN FINISHED

FL FLOOR DRAIN

FM FORCE MAIN

FP FIRE PROTECTION

FS FLOW SWITCH

FT FEET or FOOT

FW FIRE WATER

GAL GALLON

GALV GALVANIZED

GE GUTTER ELEVATION

GLV GLOBE VALVE

GP GUARD POST

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

GV GATE VALVE

HC ACCESSIBLE PARKING

HDPE HIGH-DENSITY POLYETHYLENE

PIPE

HDWL HEADWALL

HG HYDROGEN GAS

HP HIGH POINT

HTW HIGH TEMPERATURE WATER

HW HARDWOOD TREE

HR HIGH TEMPERATURE, HIGH

PRESSURE WATER RETURN

HS HIGH TEMPERATURE, HIGH

PRESSURE WATER SUPPLY

ID INSIDE DIAMETER

IE INVERT ELEVATION

IP IRON PIN

IPF IRON PIN FOUND

IPS IRON PIN SET

JB JUNCTION BOX

L LENGTH

LF LINEAR FEET or LINEAR FOOT

LP LOW POINT

LA LANDSCAPE AREA

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MON MONUMENT

MTR METER

M/U MAKE-UP

N NORTH

N/A NOT APPLICABLE

NaOCL SODIUM HYPOCHLORITE SOLUTION

NG NATURAL GAS

No NUMBER

NONRCP NON-REINFORCED CONCRETE PIPE

NTS NOT TO SCALE

OC ON CENTER

OCB OUTLET CONTROL BOX

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OHPL OVERHEAD POWER LINE

OT ORNAMENTAL PIPE

PC POINT OF CURVE

PD POSITIVE DISPLACEMENT

PE POLYETHYLENE

PF POINT OF FROG

1/2PF 1/2 POINT OF FROG

PFI POINT OF FROG INTERSECTION

PG PRESSURE GAUGE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

POV PRIVATELY OWNED VEHICLES

PL PROPERTY LINE

PS POINT OF SWITCH

PSF POUNDS PER SQUARE FOOT (or

FEET)

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POINT OF VERTICAL CURVATURE or

POLYVINYLCHLORIDE PIPE

PVMT PAVEMENT

PVT POINT OF VERTICAL INTERSECTION

PW POTABLE WATER

R RADIUS

RCP REINFORCED CONCRETE PIPE

RED REDUCER

REINF REINFORCEMENT

ROW RIGHT OF WAY

RR RAILROAD (COMPANY)

RRT RAILROAD TRACK STRUCTURE

RW RAW WATER

R/W RIGHT OF WAY

S SOUTH or SLOPE

SD STORM DRAIN or STORM SEWER

SHT SHEET

SS or Sx SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSE SANITARY SEWER EASEMENT

SSFM SANITARY SEWERAGE FORCE MAIN

SSMH SANITARY SEWER MANHOLE

ST STORM SEWER

STA STATION

STM STEAM

STMH STORM SEWER MANHOLE

SWCB SINGLE-WING CATCH BASIN

T TANGENT

To TELEPHONE (OVERHEAD)

Tu TELEPHONE (UNDERGROUND)

TB THRUST BLOCK

TBM TEMPORARY BENCHMARK

TC TOP OF CURB ELEVATION

TD TRENCH DRAIN

TE TOP ELEVATION

TEL TELEPHONE CABLE

TFTG TOP OF FOOTING

TG TOP OF GRATE ELEVATION

TH THICK

THK THICKNESS

THREL THROAT ELEVATION

TP TOP OF PAVEMENT ELEVATION

TS TOP OF SLAB ELEVATION

TW TOP OF WALL ELEVATION

TYP TYPICAL

UC UNDERGROUND COMMUNICATIONS

UE UNDERGROUND ELECTRICAL

UNO UNLESS NOTED OTHERWISE ON

DRAWINGS

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

V/PG VACUUM PRESSURE GAUGE

VP VANPOOL

W WATER or WEST

Wx EXISTING WATER LINE

W/ WITH

WD WIDE

WI WEIR INLET

WS WATER SURFACE

WWF WELDED WIRE FABRIC

PARKING STRIPING

BOLLARDS

LINEAR ITEM TO BE DEMOLISHED &

REMOVED

ASPHALT PAVEMENT & BASE TO BE

DEMOLISHED & REMOVED

SIDEWALK & BASE TO BE

DEMOLISHED & REMOVED

CONSTRUCTION LIMITS

TREE / VEGETATION & STUMP TO BE

DEMOLISHED & REMOVED

BORING LOCATION

C/L C/L

EXISTING SANITARY SEWER

SS SS

EXISTING STORM WATER SEWER

ST ST

EXISTING OVERHEAD ELECTRIC

OE OE

EXISTING UNDERGROUND ELECTRIC

UE UE

EXISTING UNDERGROUND COMMUNICATION

UC UC

EXISTING FUEL MAIN PIPE

JP JP

EXISTING GAS LINE

G G

W W

EXISTING WATER MAIN

FW FW

SIGNAGE

SITE BITUMINOUS PAVEMENT

CONCRETE SIDEWALK

ST ST

STORM SEWER PIPE

STORM INLET

PROPOSED SPOT

ELEVATION

PROPOSED CONTOUR

72.3

LIGHT POLE

CLEAN OUT

POST INDICATOR VALVE

DECIDUOUS TREE

PINE

FIRE HYDRANT

MANHOLE

SPOT ELEVATION

WATER VALVE

SIGN

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

GAS METER

CONTROL POINT

ELECTRIC METER

AIR CONDITIONER

JUNCTION BOX

EXISTING CONDITIONS LEGENDABBREVIATIONS* DEMOLITION LEGENDSITE LEGEND

SHEET ID

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L I C

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FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

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ROOF DRAIN

FIRE DEPT CONNECTION

BOLLARD

UTILITY VALVE

ELECTRIC MANHOLE

COMM MANHOLE

UTILITY MANHOLE

GRADING & DRAINAGE LEGEND UTILITY LEGEND

STORM MANHOLE

SEAL BITUMINOUS PAVEMENT

LIMITS OF BID OPTION 01

FIRE HYDRANT ASSEMBLY

LIMITS OF BID OPTION 02

LIMITS OF BID OPTION 03

LIMITS OF BID OPTION 02

LIMITS OF BID OPTION 03

EROSION CONTROL LEGEND

TEMPORARY SILT

FENCE

TEMPORARY INLET

SEDIMENT TRAP

FLOW ARROW

RIP-RAP

CONCRETE STOOP

SANITARY SEWER MANHOLE

1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY, STATE AND

FEDERAL REGULATIONS APPLICABLE TO THE CONSTRUCTION OF THIS

PROJECT.

2. ALL DIMENSIONS ARE MEASURED FROM THE CENTERLINE OF ROAD, FACE

OF BUILDING, FACE OF CURB, FACE OF WALL, OR CENTERLINE OF STRIPING

UNLESS OTHERWISE NOTED.

3. EXISTING CONDITIONS INFORMATION ARE BASED ON A FIELD RUN

TOPOGRAPHICAL AND UTILITY SURVEY PREPARED BY: BORBAS

SURVEYING AND MAPPING, LLC, 402 MAIN STREET, BOONTON, NEW

JERSEY.

4. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT

IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE

DEMOLITION, OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE

DEMOLITION AND CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL

SUPPLY CERTIFIED CONTROL POINT DATA TO CONTRACTING OFFICER'S

REPRESENTATIVE AFTER COMPLETION OF CONSTRUCTION.

5. TOTAL DISTURBED ACREAGE: BASE BID = 0.83± AC. BID OPTION= 1.04± AC.

6. PRIOR TO ANY CONSTRUCTION OR DIGGING, THE CONTRACTOR SHALL

CONTACT NEW JERSEY ONE-CALL AT "811" FOR ALL PUBLIC UTILITY

LOCATING. IN ADDITION, THE CONTRACTOR SHALL HIRE AND PAY FOR A

PRIVATE UTILITY LOCATING COMPANY TO LOCATE ALL GOVERNMENT

OWNED UTILITIES.

7. THE GEOTECHNICAL INVESTIGATION WAS PREPARED BY ACER

ASSOCIATES, LLC, 1012 INDUSTRIAL DRIVE, WEST BERLIN, NEW JERSEY.

8. THERE ARE NO WETLANDS OR STREAMS WITHIN 200 FT OF PROJECT SITE.

9. CONTRACTOR SHALL PROVIDE DESIGN AND IMPLEMENTATION OF ANY

DEWATERING REQUIREMENTS FOR CONSTRUCTION AND INCLUDE IN THE

BASE BID.

10. COMMERCIAL ACCESS TO THE BASE IS RESTRICTED TO THE COMMERCIAL

GATE AT SOUTH HOPE CHAPEL ROAD, HOURS OF OPERATION ARE FROM

0700-1500 MONDAY - FRIDAY.

11. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO

START OF WORK TO AVOID DAMAGE TO EXISTING UTILITIES AND/OR SITE

FEATURES. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND

SITE FEATURES DESIGNATED TO REMAIN THROUGHOUT CONSTRUCTION.

ANY DAMAGES TO EXISTING UTILITIES AND/OR SITE FEATURES CAUSED BY

THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST

TO THE GOVERNMENT AND TO THE SATISFACTION OF THE CONTRACTING

OFFICER'S REPRESENTATIVE.

12. ALL COMMERCIAL TRAFFIC MUST STAY ON THE DESIGNATED HAUL ROUTE

ROADWAYS AT ALL TIMES.

13. CONTRACTOR'S LAY DOWN AND STORAGE AREA IS RESTRICTED TO THE

AREA INDICATED. CONTRACTOR IS RESPONSIBLE FOR FENCING AND

SECURITY OF HIS LAY DOWN AND STORAGE AREA.

14. CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENTS AND EXISTING

UTILITIES TO REMAIN FROM HEAVY EARTH MOVING EQUIPMENT. PROVIDE

TRAFFIC CONTROL MEASURES AT ALL EQUIPMENT CROSSINGS.

15. THE SITE IS NOT PART OF AN INSTALLATION RESTORATION PROGRAM. IF

CONTAMINATED SOILS OR GROUNDWATER IS ENCOUNTERED, CONTACT

THE COR IMMEDIATELY.

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY,

DISPOSE OF IN A LEGAL MANNER, AND FINAL GRADE WITH REQUIRED SITE

IMPROVEMENTS FOUND HEREIN.

2. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL OUTSIDE THE LIMITS

OF DEMOLITION PRIOR TO COMMENCEMENT OF WORK. SURVEY WORK

SHALL BE PERFORMED BY LICENSED & REGISTERED NEW JERSEY LAND

SURVEYOR.

3. THERE ARE NO BORROW AREAS ON GOVERNMENT PROPERTY. ALL

BORROW SHALL BE OBTAINED BY THE CONTRACTOR FROM PRIVATE

SOURCES.

4. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR TO

CONSTRUCTION AS ALL UTILITIES MAY NOT BE SHOWN ON THIS PLAN.

PROCEED WITH EXTREME CAUTION WHEN EXCAVATING FOR NEW

CONSTRUCTION.

5. BEFORE DEMOLISHING ANY UTILITY THE CONTRACTOR SHALL ENSURE

THAT THERE IS AN ACTIVE LINE TO REPLACE THE FUNCTION OF THE

UTILITY TO BE REMOVED.

6. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS

SHALL BE DISPOSED OF OFF GOVERNMENT PROPERTY.

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY

BARRICADES AROUND THE WORK AND PROVIDE PROTECTION AGAINST

WATER DAMAGE AND SOIL EROSION.

2. ALL BUILDING DIMENSIONS SHALL BE CHECKED AND COORDINATED WITH

THE ARCHITECTURAL PLANS.

3. PAVEMENT MARKING, INCLUDING STANDARD ACCESSIBLE SYMBOLS,

PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON

PAVEMENT AT LOCATIONS SHOWN. SEE PAVEMENT MARKING DETAIL.

4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT NJDOT AND MUTCD

STANDARDS AND SPECIFICATIONS.

5. ALL DIMENSIONS ARE TO FACE OF CURB WHERE CURB IS SHOWN OR TO

EDGE OF PAVEMENT OR STRIPING WHERE THERE IS NO CURB.

6. ALL RADII ARE 4' UNLESS NOTED OTHERWISE.

7. ALL SIDEWALKS ARE 6' WIDE UNLESS NOTED OTHERWISE.

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT

SATURATION OF EXPOSED SOILS AND FOR ALL FINISHED GRADING.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT

CONTROL MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.

3. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (SEE PLANS).

4. ALL SPOT ELEVATIONS ARE FINISH GRADE AT EDGE OF PAVEMENT UNLESS

OTHERWISE NOTED.

5. ALL PIPE DIMENSIONS ARE MEASURED CENTERLINE TO CENTERLINE FOR

MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED

END SECTIONS.

6. CONTRACTOR SHALL ENSURE THAT ALL EXISTING TOPS OF MANHOLES,

VALVES AND UTILITY BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH

FINISHED GRADES, UNLESS NOTED OTHERWISE.

7. STORM SEWER INLETS ARE LOCATED AT THE CENTER OF THE

STRUCTURE. CONTRACTOR SHALL FIELD LOCATE THE CENTER OF THE

GRATE INLET OR CENTER OF THE MANHOLE LID. THE CONTRACTOR SHALL

ADJUST THE FINAL LOCATION OF THE STORM SEWER PIPES BASED ON

ECCENTRIC TYPE MANHOLES.

8. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATIONS

OF EXISTING UTILITIES, AND ALL OTHER SITE CONDITIONS PRIOR TO

BEGINNING CONSTRUCTION.

9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER

INDICATED ON THESE PLANS OR NOT, TO VERIFY THE LOCATION DEPTH

AND CONDITION OF ALL EXISTING UTILITIES AND SUBSTRUCTURES AND

PROTECT THEM FROM DAMAGE.

1. THE CONTRACTOR SHALL REVIEW ALL UNDERGROUND GRAVITY LINE

PROFILES TO BE INSTALLED AND ENSURE THE PROPER SEQUENCE AND

DEPTH OF OTHER UTILITY INSTALLATIONS AVOIDING ANY AND ALL

CONFLICTS DURING CONSTRUCTION. CONFLICTS CREATED BY THE

CONTRACTOR AS A RESULT SHALL BE CORRECTED AT NO ADDITIONAL

COST TO THE GOVERNMENT

2. ELECTRICAL AND TELECOMMUNICATION LINE DEPTHS SHALL NOT

CONFLICT WITH ANY GRAVITY LINE SYSTEM AND SHALL HAVE A MINIMUM

12-INCH SEPARATION FROM ANY GRAVITY LINE WHILE MEETING THE

MINIMUM COVER REQUIREMENT FOR THAT UTILITY.

3. PRESSURIZED LINES SHALL MEET THE MINIMUM COVER REQUIREMENT

FOR THAT UTILITY AND SHALL NOT BE INSTALLED IN U-SHAPES AROUND

OTHER UTILITIES. MINIMUM COVER DEPTH ON WATER LINES IS 6-FEET WITH

A MINIMUM SEPARATION FROM OTHER UTILITIES OF 18-INCHES.

4. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST FORM

AF103 AND RECEIVE APPROVAL IN WRITING FROM THE COR PRIOR TO

CONSTRUCTION. CONTRACTOR SHALL VERIFY LOCATIONS AND

ELEVATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

CONTRACTOR SHALL BE SPECIFICALLY RESPONSIBLE FOR CONTACTING

ALL UTILITY COMPANIES THAT MIGHT HAVE EXISTING UTILITIES ON-SITE TO

DETERMINE IF ANY EXIST AND HOW TO HANDLE. ENGINEER CANNOT BE

RESPONSIBLE FOR EXISTENCE OR LOCATION OF UNDERGROUND UTILITIES.

5. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS

SHALL BE IN COMPLIANCE WITH REQUIREMENTS OF JOINT BASE MCGUIRE

DIX LAKEHURST.

6. CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL SITE PLANS FOR

ALL SITE LIGHTING REQUIREMENTS.

7. HYDRANTS AND MAINS SHALL BE INSTALLED AND UNDER PRESSURE

BEFORE ANY COMBUSTIBLE CONSTRUCTION IS STARTED.

8. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS, TEES,

AND FIRE HYDRANTS.

9. EXISTING MANHOLES SHALL BE CORED AND BOOTED WITH KOR-N-SEAL OR

EQUAL RUBBER BOOT.

10. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION SHALL BE

FLUSH WITH FINAL GRADE. IF A MANHOLE IS LOCATED OUTSIDE OF

PAVEMENT AREAS, RIM ELEVATION SHALL BE 6.00" MINIMUM ABOVE

ADJACENT FINISH GRADE.

11. B596 AND B678 WILL BE OCCUPIED THROUGHOUT CONSTRUCTION. THE

CONTRACTOR SHALL MAINTAIN SANITARY SEWER SERVICE FOR BOTH

BUILDINGS THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL PUMP

EFFLUENT FROM EACH BUILDING AS REQUIRED FOR DEMOLITION AND

REPLACEMENT OF THE SANITARY SEWER LINE SHOWN ON CD101 AND

CU101.

1. EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY OTHER

CONSTRUCTION.

2. CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR

CONTINUAL MAINTENANCE OF EROSION CONTROL MEASURES AS SHOWN

ON THE DRAWINGS AND STATED IN THE SPECIFICATIONS.

3. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED AND RIPRAP SHALL BE

PLACED AS REQUIRED TO CONTROL EROSION.

4. SILT FENCES SHALL BE LOCATED ON-SITE TO PREVENT SEDIMENT AND

EROSION FROM LEAVING THE PROPERTY LIMITS.

5. THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS

ON-SITE. CONTRACTOR SHALL TAKE PRECAUTIONS AS NECESSARY TO

PREVENT EROSION AND SEDIMENT TRANSPORT DURING CONSTRUCTION.

6. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND

VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.

7. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES, IF

NECESSARY, SHALL BE IMPLEMENTED AS DIRECTED BY THE CONTRACTING

OFFICER.

8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR

TO, OR CONCURRENT WITH, ANY LAND DISTURBING ACTIVITY.

9. FAILURE TO INSTALL, OPERATE, AND MAINTAIN ALL EROSION CONTROL

MEASURES, AS SHOWN ON THE APPROVED PLANS SHALL RESULT IN ALL

WORK ON THE CONSTRUCTION SITE BEING STOPPED UNTIL PROPER

CORRECTIVE MEASURES HAVE BEEN MET.

10. THE CONTRACTOR SHALL KEEP AND MAINTAIN AN ON-SITE LOG NOTING

THE DATE OF ALL RAINFALL EVENTS, THE AMOUNT OF RAINFALL RECEIVED,

DURATION OF RAINFALL EVENT, INSPECTION NOTES, AND ANY REPAIRS OR

CLEANING OF EROSION CONTROL DEVICES. LOG RECORDS SHALL BE

SUPPLIED TO THE COR ON A MONTHLY BASIS.

11. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF

FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR

EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT

THE SEDIMENT SOURCE.

12. ALL RUNOFF LEAVING THE SITE SHALL BE FILTERED THROUGH SILT

FENCES AND FILTERS PRIOR TO DISCHARGE OFF-SITE. CONTRACTOR

SHALL BE RESPONSIBLE FOR MAINTAINING THIS REQUIREMENT ON-SITE

DURING ALL PHASES OF CONSTRUCTION.

13. NO LAND DISTURBING ACTIVITY MAY BEGIN UNTIL ALL PERIMETER EROSION

AND SEDIMENT CONTROL MEASURES ARE IN PLACE AND FUNCTIONAL.

14. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE

ACCOMPLISHED WITHIN 14 DAYS AFTER FINAL GRADING OR OTHER EARTH

WORK.

15. PERMANENT STABILIZATION WITH PERENNIAL VEGETATION OR OTHER

PERMANENTLY STABLE, NON-ERODING SURFACE SHALL REPLACE ANY

TEMPORARY MEASURES AS SOON AS POSSIBLE.

16. SOIL STOCKPILES SHALL BE STABILIZED IF LEFT UNDISTURBED FOR 7 OR

MORE DAYS.

17. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY

THE CONTRACTOR AT THE END OF CONSTRUCTION AFTER SITE

STABILIZATION.

18. ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OR

PERMANENT SEEDING AS REQUIRED BY THE STATE OF NEW JEARSEY AND

AS OUTLINED HEREIN.

19. THE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR

ALL CONTRACTOR REQUIREMENTS RELATED TO ENVIRONMENTAL

PROTECTION, THE CONSTRUCTION GENERAL PERMIT, AND THE

STORMWATER POLLUTION PREVENTION PLAN (SWPPP) REQUIREMENTS

FOR THIS PROJECT.

GENERAL CIVIL EROSION CONTROL NOTESGENERAL CIVIL SITE NOTESGENERAL CIVIL NOTES

A V

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C d w g

A D

H I A

A L I A

F E

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A L L

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N E

R A

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O T

E S

C-002

GENERAL CIVIL DEMOLITION NOTES

GENERAL CIVIL UTILITY NOTES

GENERAL CIVIL GRADING AND DRAINAGE NOTES

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

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S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

I S

I O

A W

C A

L A

K E

H U

R S

J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

O R

A T

O R

E X

P A

N S

I O

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A V

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B d w g

A D

H I A

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F E

R R

A L L

B O

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L O

G S

B-101

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

I S

I O

A W

C A

L A

K E

H U

R S

J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

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A T

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P A

N S

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A V

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F E

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A L L

B O

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L O

G S

B-102

SHEET ID

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D E

S I G

N E

S U

B M

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T E

S I Z

C H

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K E

A N

S I

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S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

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C R

A F

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C A

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K E

H U

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J O

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A S

C G

U I R

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A K

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S T

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P A

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U C

TOMCAT

L M

STORED

MATERIALS

STORED

MATERIALS

STORED

EQUIPMENT

STORED

EQUIPMENT

CONCRETE

BARRIERS

CONCRETE

BARRIERS

SEVERYNS RD &

HANCOCK RD SIGN

PAVED PARKING LOT

244 PARKING SPACES

7 HANDICAPPED SPACES

12" PINE

4" OAK

10" OAK

6" OAK

4" OAK

12" OAK

12" TREE

12" OAK

3" OAK

6" MAPLE

PINE

TREE

CHERRY

3" TREE

3" OAK

12" OAK

6" TREE

4" TREE

6" TREE

24" TREE

16" TREE

12" OAK

CONCRETE

PLAZA

CANOPY

B-4

B-3

SB-5

PT-2

PT-1

PAVED

CONCRETE

RAMP

UTILITY BOX

BASIN

U C

BUILDING 678

GRATE

ELEV: 75.42'

INVERT OUT:

71.8' 15"

CPP

GRATE ELEV: 73.64'

INV IN "A": 69.4' 24"CPP

INV IN "B": 69.5' 15"CPP

INV OUT "C": 69.4' 24"CPP

GRATE ELEV: 73.97'

INVERT IN: 69.0' 24"CPP

INVERT OUT: 69.0' 24"CPP

DRAINAGE HEADWALL

INVERT OUT: 68.34' 24" CPP

TRANSFORMER

GRATE ELEV: 77.57'

INVERT IN: 72.9' 12"CPP

INVERT OUT: 72.3'

ELECTRIC LINES

FROM REF#1

ROOF

OVERHANG

POWER SWITCHES

ROOF OVERHAND

POWER SWITCHES

A/C UNITS ON

CONCRETE PAD

GENERATOR

EXHAUST STACK

CONDENSATE

LINE 1" PVC

EXHAUST PIPE

COOLING TOWER

COOLING

TOWER PIPING

COOLING TOWER

ELECT.

GROUND

CHEMICAL

STORAGE SHED

GAS CYLINDER

CABINET

ELECTRICAL CABINET

TRANSFORMER

GENERATOR

CONDUIT ALONG

BUILDING FACE

CONDUIT ALONG

BUILDING FACE

COOLING TOWER

PIPING

GAS ALONG

BUILDING FACE

GRATE ELEV: 76.16'

TOP PIPE "K": 67.9'

INV "L": 67.4' 4" PIT DRAIN

BOTTOM: 67.2'

RIM ELEV: 75.97'

INV IN "L": 66.5' 4" PIT DRAIN

INV IN "M": 66.6' 6" PVC

TOP PIPE IN "N": 72.3' 2" PVC

BOTTOM: 59.5'

RIM ELEV: 74.70'

INV IN "F": 68.0' 24"CPP

INV IN "G": 67.8' 12"CPP

INV IN "H": 68.2' 24" HDPE

INV OUT "I":67.5' 30" CPP

INV IN "J": 67.8' 12"HDPE

BSM-4

SPIKE & TAG

N:434236.1

E:542875.3

ELEV:76.54

DISCHARGE

PIPE

F W

U E

S S

BSM-5

SPIKE & TAG

N:434034.0

E:542722.2

ELEV:74.68

GRATE ELEV: 74.06'

INV IN "D": 70.6' 12"CPP

INV IN "E": 70.4'

INV OUT "F": 70.5' 24"CPP S

BUILDING 596

B-5

EXISTING CONDITIONS AND DEMOLITION PLAN

NORTH

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CD101

TYP.

1. DEMOLISH ASPHALT PAVEMENT AND BASE

2. DEMOLISH CONCRETE SIDEWALK

3. DEMOLISH STORM SEWER PIPE

4. DEMOLISH STORM SEWER INLET/MANHOLE

5. DEMOLISH SITE ELECTRICAL - SEE SITE ELECTRICAL

6. DEMOLISH FIRE WATER LINE

7. DEMOLISH WATER LINE

8. DEMOLISH WATER SERVICE LINE (UNVERIFIED)

9. DEMOLISH SANITARY SEWER PIPE

10. DEMOLISH SANITARY SEWER CLEANOUT

11. REMOVE AND RELOCATE SIGN, DEMOLISH SIGN POST, AND BASE

12. DEMOLISH LIGHT POLE AND CONCRETE BASE

13. DEMOLISH TREE AND STUMP

14. SAW CUT PAVEMENT WITH STRAIGHT EDGE

15. GIS RECORD UTILITY LINE LOCATION – CONTRACTOR SHALL FIELD

VERIFY EXACT LOCATION PRIOR TO ANY CONSTRUCTION

16. DEMOLISH FIRE HYDRANT ASSEMBLY

17. DEMOLISH EXISTING POST INDICATOR VALVE

18. DEMOLISH SIGN, SIGN POST, AND CONCRETE BASE

19. PROTECT EXISTING TREE TO REMAIN

20. CORE EXISTING LIFT STATION WALL FOR 8-INCH PVC WITH

RESILIENT CONNECTOR, MAINTAIN EXISTING INVERT.

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. REFER TO THE BORING LOG FOR BORING INFORMATION.

4. UTILITIES SHOWN HEREON ARE FROM MULTIPLE SOURCES.

CERTAIN UTILITIES THAT WERE MARKED IN THE FIELD WERE

LOCATED DURING THE FIELD RUN SURVEY AND ADDITIONAL

UTILITIES SUCH A WATER, FIRE WATER, SANITARY SEWER AND

FORCE MAIN ARE SHOWN ON THE PLAN USING GIS DATABASE

RECORDS. SEE KEYNOTE 15 FOR GIS UTILITY LINES SHOWN

HEREON.

1. THE HORIZONTAL DATUM IS THE NEW JERSEY STATE PLANE

COORDINATE SYSTEM NAD 83 DETERMINED BY DIFFERENTIAL GPS ON

NOVEMBER 19, 2020 USING THE NGS CORS SYSTEM, REFERENCE

STATIONS NJNT AND NJOC.

2. THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM

OF 1988 (NAVD88) GEOID12A VERIFIED BY DIFFERENTIAL GPS

OBSERVATIONS FROM THE NGS CORS NETWORK ON NOVEMBER 19,

2020. BENCHMARK REFERENCE STATION: NJNT (ORTHOMETRIC

HEIGHT=56.6926'), NJOC (ORTHOMETRIC HEIGHT=81.4629').

3. THIS BASE MAP DEPICTS LIMITED PHYSICAL IMPROVEMENTS AS

THEY EXISTED ON NOVEMBER 19, 2020. NO ATTEMPT HAS BEEN MADE

TO DETERMINE THE LOCATION OF PROPERTY LINES, EASEMENTS OR

RIGHT-OF-WAY LINES.

4. ALL COORDINATES AND ELEVATIONS SHOWN HEREON ARE IN U.S.

SURVEY FEET.

5. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM EVIDENCE

OBSERVED ON THE SURFACE ONLY. THE SURVEYOR MAKES NO

GUARANTEES THAT THE UTILITIES SHOWN COMPRISE ALL SUCH

UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND

UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. THE

SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND

UTILITIES.

6. TREE SYMBOLS DO NOT REFLECT EXACT DRIP LINE EXTENTS.

REFERENCES:

1. "NAVAL AIR WARFARE CENTER, LAKEHURST, NJ,

AIRCRAFT/PLATFORM FACILITY, CIVIL SITE GRADING AND DRAINAGE

PLAN" SHEET C3 PREPARED BY THE DEPARTMENT OF THE NAVY,

NAVAL FACILITIES ENGINEERING COMMAND, NORTHERN DIVISION.

DATED SEPTEMBER 20, 2002,

PROVIDED BY THE CLIENT.

SCALE: 1" = 30'

0 30' 60'

GENERAL SHEET NOTES

SHEET KEYNOTES

SURVEY NOTES

SHEET ID

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C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

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C A

L A

K E

H U

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J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

O R

A T

O R

E X

P A

N S

I O

J U

I N

E E

E N

T E

PAVED PARKING LOT

244 PARKING SPACES

7 HANDICAPPED SPACES

12" MAPLE

8" PINE

20" MAPLE

24" MAPLE

16" TREE

6" PINE6" CEDAR

4" OAK

10" OAK

3" TREE

3" OAK

12" OAK

24" TREE

16" TREE

12" OAK

GRASS FIELD

CANOPY

B-4

B-1

B-2

B-3

SB-5

UTILITY BOX

N:434400

BUILDING 678

GRATE ELEV: 73.52'

INVERT IN: 71.0' 15"CPP

INVERT OUT: 70.7' 24"CPP

GRATE ELEV: 75.17'

INVERT OUT: 71.8'

15" CPP

GRATE

ELEV: 75.42'

INVERT OUT:

71.8' 15"

CPP

GRATE ELEV: 76.38'

INVERT OUT: 74.1' 12" CPP

UTILITY BOX

ROOF

OVERHANG

GENERATOR

CONDUIT ALONG

BUILDING FACE

CONDUIT ALONG

BUILDING FACE

GAS ALONG

BUILDING FACE

BSM-4

SPIKE & TAG

N:434236.1

E:542875.3

ELEV:76.54

DISCHARGE

PIPE

U C

U E

S S

BSM-5

SPIKE & TAG

N:434034.0

E:542722.2

ELEV:74.68

INV OUT "F": 70.5' 24"CPP

B-5

EXISTING CONDITIONS AND DEMOLITION PLAN BID OPTION

NORTH

A V

I N

C D d w g

A D

H I A

A L I A

F E

R R

A L L

E X

I S

T I N

O N

D I T

I O

O L I T

I O

L A

I O

CD102

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

I S

I O

A W

C A

L A

K E

H U

R S

J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

O R

A T

O R

E X

P A

N S

I O

J U

I N

E E

E N

T E

1. DEMOLISH EXISTING STRIPING AND THERMOPLASTIC

OUTSIDE THE BASE BID AREA. FOR BIDDING PURPOSES,

ASSUME 30% THERMOPLASTIC REMAINS WITH THE

REMAINDER BEING PAINT - BID OPTION 03.

NOTES:

1. THE HORIZONTAL DATUM IS THE NEW JERSEY STATE

PLANE COORDINATE SYSTEM NAD 83 DETERMINED BY

DIFFERENTIAL GPS ON NOVEMBER 19, 2020 USING THE NGS

CORS SYSTEM, REFERENCE STATIONS NJNT AND NJOC.

2. THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD88) GEOID12A VERIFIED BY

DIFFERENTIAL GPS OBSERVATIONS FROM THE NGS CORS

NETWORK ON NOVEMBER 19, 2020. BENCHMARK REFERENCE

STATION: NJNT (ORTHOMETRIC HEIGHT=56.6926'), NJOC

(ORTHOMETRIC HEIGHT=81.4629').

3. THIS BASE MAP DEPICTS LIMITED PHYSICAL

IMPROVEMENTS AS THEY EXISTED ON NOVEMBER 19, 2020.

NO ATTEMPT HAS BEEN MADE TO DETERMINE THE LOCATION

OF PROPERTY LINES, EASEMENTS OR RIGHT-OF-WAY LINES.

4. ALL COORDINATES AND ELEVATIONS SHOWN HEREON

ARE IN U.S. SURVEY FEET.

5. THE UTILITIES SHOWN HAVE BEEN LOCATED FROM

EVIDENCE OBSERVED ON THE SURFACE ONLY. THE

SURVEYOR MAKES NO GUARANTEES THAT THE UTILITIES

SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER

IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER

DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES

SHOWN ARE IN THE EXACT LOCATION INDICATED. THE

SURVEYOR HAS NOT PHYSICALLY LOCATED THE

UNDERGROUND UTILITIES.

6. TREE SYMBOLS DO NOT REFLECT EXACT DRIP LINE

EXTENTS.

REFERENCES:

1. "NAVAL AIR WARFARE CENTER, LAKEHURST, NJ,

AIRCRAFT/PLATFORM FACILITY, CIVIL SITE GRADING AND

DRAINAGE PLAN" SHEET C3 PREPARED BY THE

DEPARTMENT OF THE NAVY, NAVAL FACILITIES

ENGINEERING COMMAND, NORTHERN DIVISION. DATED

SEPTEMBER 20, 2002, PROVIDED BY THE CLIENT.

SCALE: 1" = 30'

0 30' 60'

GENERAL SHEET NOTES

SHEET KEYNOTES

SURVEY NOTES

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. REFER TO THE BORING LOG FOR BORING

INFORMATION.

TYP.

STORED

MATERIALS

STORED

MATERIALS

STORED

EQUIPMENT

STORED

EQUIPMENT

CONCRETE

BARRIERS

CONCRETE

BARRIERS

SEVERYNS RD &

HANCOCK RD SIGN

12" PINE

4" OAK

10" OAK

6" OAK

4" OAK

12" OAK

12" TREE

12" OAK

3" OAK

6" MAPLE

PINE

TREE

CHERRY

3" TREE

3" OAK

12" OAK

6" TREE

4" TREE

6" TREE

24" TREE

16" TREE

CANOPY

PAVED

CONCRETE

RAMP

BUILDING 678

ROOF

OVERHANG

ROOF OVERHAND

COOLING TOWER

COOLING

TOWER PIPING

COOLING TOWER

CHEMICAL

STORAGE SHED

COOLING TOWER

PIPING

BUILDING 596

MECH

COMM

ELEC

SITE PLAN

NORTH

1. SITE BITUMINOUS PAVEMENT AND BASE - DETAIL

C8/C-501

2. CONCRETE SIDEWALK - DETAIL F6/C-501

3. CONCRETE STOOP - SEE STRUCTURAL PLAN

4. 4" WHITE STRIPE

5. ACCESSIBLE PAVEMENT MARKING AND SIGNAGE -

DETAIL A1/C-501

6. CONCRETE WHEEL STOP - DETAIL E1/C-501

7. 24" CONCRETE CURB AND GUTTER - DETAIL A1/C-502

8. 33' UNOBSTRUCTED SPACE

9. CONCRETE CURB RAMP TYPE 1 - DETAIL A7/C-502

10. 6' CURB TAPER - DETAIL F4/C-501

11. STRIPED ISLAND MARKING - DETAIL G4/C-501

12. ACCESSIBLE SIGN AND POST - DETAIL A1/C-501

13. 'GOVERNMENT VEHICLES ONLY' SIGN (K-9545), SIGN

POST AND CONCRETE BASE FOUNDATION

14. OMIT BASE BID CURB AND GUTTER WITHIN THE BID

OPTION AREA IF THE BID OPTION IS EXECUTED

15. RELOCATED UNAUTHORIZED VEHICLE SIGN WITH NEW

SIGN POST AND CONCRETE FOUNDATION - USE A1/C-501

POST AND FOUNDATION DETAIL

16. CONCRETE RAMP - SEE STRUCTURAL PLAN

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. ALL STRIPING SHALL BE THERMOPLASTIC.

4. ALL SIGN AND POST SHALL BE BREAKAWAY STEEL

U-POST INSTALLED IN CONCRETE BASE PER NJDOT

CONSTRUCTION DETAIL CD612-4.

5. CONCRETE SIDEWALK IS 6-FT WIDE UNLESS NOTED

OTHERWISE.

6. COORDINATE BUILDING LOCATION WITH

ARCHITECTURAL PLAN.

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

I S

I O

A W

C A

L A

K E

H U

R S

J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

O R

A T

O R

E X

P A

N S

I O

J U

I N

E E

E N

T E

A V

I N

C S d w g

A D

H I A

A L I A

F E

R R

A L L

S I T

L A

CS101

TYP.

EXISTING POV 238 SPACES

EXISTING ACCESSIBLE 7 SPACES

DEMOLISHED POV 38 SPACES

B678 (249 FTE) REQUIRED POV 150 SPACES @ 60%

POV PARKING PROVIDED 195 SPACES

ACCESSIBLE PARKING PROVIDED 7 SPACES

GOVERNMENT PARKING PROVIDED 3 SPACES

SCALE: 1" = 30'

0 30' 60'

GENERAL SHEET NOTES

SHEET KEYNOTES

PARKING ANALYSIS

TYP.

12" MAPLE

8" PINE

20" MAPLE

24" MAPLE

16" TREE

6" PINE6" CEDAR

4" OAK

10" OAK

3" TREE

12" OAK

24" TREE

16" TREE

CANOPY

BUILDING 678

ROOF

OVERHANG

COOLING TOWER

PIPING

MECH

COMM

ELEC

SITE PLAN BID OPTION

NORTH

1. 4" WHITE STRIPE BID OPTION 03

2. STRIPED ISLAND MARKING - DETAIL G4/C-501 BID OPTION

3. GILSONITE SEAL EXISTING PARKING LOT AND DRIVES TO

REMAIN. EXISTING PARKING LOT AND DRIVES HAVE

" TO

" WIDE CRACKS. REPAIR AND SEAL CRACKS PRIOR TO

SEALING ASPHALT. FOR BIDDING PURPOSES, ASSUME

2,300 LF OF CRACK SEALING AT

" AVERAGE WIDTH. BID

OPTION 03

4. LIMITS OF BID OPTION 01

5. LIMITS OF BID OPTION 02 - RE ARCHITECTURAL

6. LIMITS OF BID OPTION 03

7. BID OPTION SITE BITUMINOUS PAVEMENT AND BASE -

DETAIL C8/C-501

8. BID OPTION CONCRETE SIDEWALK - DETAIL F6/C-501

9. BID OPTION 24" CONCRETE CURB AND GUTTER - DETAIL

A1/C-502

10. BID OPTION CONCRETE CURB RAMP TYPE 2 - DETAIL

A7/C-502

11. BID OPTION 6' CURB TAPER - DETAIL F4/C-501

12. BID OPTION CONCRETE FLUME - DETAIL A3/C-502

13. LIMITS OF BASE BID STRIPING

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. EXISTING PARKING LOT TO REMAIN SHALL BE

SEALED PER SPECIFICATION 32 01 13.63 WITHIN BID

OPTION 03 AREA.

4. ALL STRIPING SHALL BE THERMOPLASTIC WITHIN BID

OPTION 03 AREA. MATCH EXISTING STRIPING

LOCATIONS.

GENERAL SHEET NOTES

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

I S

I O

A W

C A

L A

K E

H U

R S

J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

O R

A T

O R

E X

P A

N S

I O

J U

I N

E E

E N

T E

A V

I N

C S d w g

A D

H I A

A L I A

F E

R R

A L L

S I T

L A

I O

CS102

SCALE: 1" = 30'

0 30' 60'

SHEET KEYNOTES

TYP.

N: 434249.59

E: 542902.02

U C

S 2

L M

STORED

MATERIALS

STORED

MATERIALS

STORED

EQUIPMENT

STORED

EQUIPMENT

CONCRETE

BARRIERS

CONCRETE

BARRIERS

SEVERYNS RD &

HANCOCK RD SIGN

12" PINE

4" OAK

10" OAK

6" OAK

4" OAK

12" OAK

12" TREE

12" OAK

3" OAK

6" MAPLE

PINE

TREE

CHERRY

3" TREE

3" OAK

12" OAK

6" TREE

4" TREE

6" TREE

24" TREE

16" TREE

CANOPY

PAVED

CONCRETE

RAMP

UTILITY BOX

BASIN

U C

BUILDING 678

GRATE ELEV: 73.64'

INV IN "A": 69.4' 24"CPP

INV IN "B": 69.5' 15"CPP

INV OUT "C": 69.4' 24"CPP

GRATE ELEV: 73.97'

INVERT IN: 69.0' 24"CPP

INVERT OUT: 69.0' 24"CPP

DRAINAGE HEADWALL

INVERT OUT: 68.34' 24" CPP

TRANSFORMER

GRATE ELEV: 77.57'

INVERT IN: 72.9' 12"CPP

INVERT OUT: 72.3'

ELECTRIC LINES

FROM REF#1

ROOF

OVERHANG

POWER SWITCHES

ROOF OVERHAND

POWER SWITCHES

A/C UNITS ON

CONCRETE PAD

GENERATOR

EXHAUST STACK

CONDENSATE

LINE 1" PVC

EXHAUST PIPE

COOLING TOWER

COOLING

TOWER PIPING

COOLING TOWER

ELECT.

GROUND

CHEMICAL

STORAGE SHED

GAS CYLINDER

CABINET

ELECTRICAL CABINET

TRANSFORMER

GENERATOR

COOLING TOWER

PIPING

GAS ALONG

BUILDING FACE

GRATE ELEV: 76.16'

TOP PIPE "K": 67.9'

INV "L": 67.4' 4" PIT DRAIN

BOTTOM: 67.2'

RIM ELEV: 75.97'

INV IN "L": 66.5' 4" PIT DRAIN

INV IN "M": 66.6' 6" PVC

TOP PIPE IN "N": 72.3' 2" PVC

BOTTOM: 59.5'

RIM ELEV: 74.70'

INV IN "F": 68.0' 24"CPP

INV IN "G": 67.8' 12"CPP

INV IN "H": 68.2' 24" HDPE

INV OUT "I":67.5' 30" CPP

INV IN "J": 67.8' 12"HDPE

F W

U E

S S

GRATE ELEV: 74.06'

INV IN "D": 70.6' 12"CPP

INV IN "E": 70.4'

INV OUT "F": 70.5' 24"CPP

BUILDING 596

MECH

COMM

ELEC

ST-DI-A9

ST-DI-A1

ST-DI-A2

ST-DI-A3

ST-DI-A4

ST-DI-A7

ST-DI-A8

ST-MH-A5

ST-DI-A6

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

I S

I O

A W

C A

L A

K E

H U

R S

J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

O R

A T

O R

E X

P A

N S

I O

J U

I N

E E

E N

T E

GRADING AND DRAINAGE PLAN

NORTH

A V

I N

C G d w g

A D

H I A

A L

I A

F E

R R

A L

G R

A D

I N

A G

L A

CG101

SCALE: 1" = 30'

0 30' 60'

1. REINFORCED CONCRETE STORM SEWER PIPE

2. NJDOT TYPE A INLET- DETAIL A1/C-503 AND A1/C-504

3. NJDOT PRECAST CONCRETE MANHOLE WITH FLAT

TOP - DETAIL A1/C505

4. MATCH EXITING ELEVATIONS AT SIDEWALK

CONNECTING LOCATION.

5. MATCH EXISTING ELEVATION ALONG EXISTING

PAVEMENT WITH NEW GUTTER.

6. 4-INCH PVC DRAIN PIPE @ 2% MINIMUM. INVERT =

72.3' AT STRUCTURE ST-DI-A9. RE - ARCHITECTURAL

FOR PLANTER

7. 4-INCH PVC DRAIN PIPE @ 2% MINIMUM. INVERT =

72.3' AT STRUCTURE ST-DI-A8. RE - ARCHITECTURAL

FOR PLANTER

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. REFER TO THE BORING LOG FOR BORING

INFORMATION.

4. SEE STRUCTURAL FOR STORM SEWER UNDER

BUILDING FOUNDATION.

GENERAL SHEET NOTES

SHEET KEYNOTES

TYP.

U C

S 2

L M

STORED

MATERIALS

STORED

MATERIALS

STORED

EQUIPMENT

STORED

EQUIPMENT

CONCRETE

BARRIERS

CONCRETE

BARRIERS

SEVERYNS RD &

HANCOCK RD SIGN

12" PINE

4" OAK

10" OAK

6" OAK

4" OAK

12" OAK

12" TREE

12" OAK

3" OAK

6" MAPLE

PINE

TREE

CHERRY

3" TREE

3" OAK

12" OAK

6" TREE

4" TREE

6" TREE

24" TREE

16" TREE

CANOPY

PAVED

CONCRETE

RAMP

UTILITY BOX

BASIN

U C

BUILDING 678

GRATE ELEV: 73.64'

INV IN "A": 69.4' 24"CPP

INV IN "B": 69.5' 15"CPP

INV OUT "C": 69.4' 24"CPP

GRATE ELEV: 73.97'

INVERT IN: 69.0' 24"CPP

INVERT OUT: 69.0' 24"CPP

DRAINAGE HEADWALL

INVERT OUT: 68.34' 24" CPP

TRANSFORMER

GRATE ELEV: 77.57'

INVERT IN: 72.9' 12"CPP

INVERT OUT: 72.3'

ELECTRIC LINES

FROM REF#1

ROOF

OVERHANG

POWER SWITCHES

ROOF OVERHAND

POWER SWITCHES

A/C UNITS ON

CONCRETE PAD

GENERATOR

EXHAUST STACK

CONDENSATE

LINE 1" PVC

EXHAUST PIPE

COOLING TOWER

COOLING

TOWER PIPING

COOLING TOWER

ELECT.

GROUND

CHEMICAL

STORAGE SHED

GAS CYLINDER

CABINET

ELECTRICAL CABINET

TRANSFORMER

GENERATOR

COOLING TOWER

PIPING

GAS ALONG

BUILDING FACE

GRATE ELEV: 76.16'

TOP PIPE "K": 67.9'

INV "L": 67.4' 4" PIT DRAIN

BOTTOM: 67.2'

RIM ELEV: 75.97'

INV IN "L": 66.5' 4" PIT DRAIN

INV IN "M": 66.6' 6" PVC

TOP PIPE IN "N": 72.3' 2" PVC

BOTTOM: 59.5'

RIM ELEV: 74.70'

INV IN "F": 68.0' 24"CPP

INV IN "G": 67.8' 12"CPP

INV IN "H": 68.2' 24" HDPE

INV OUT "I":67.5' 30" CPP

INV IN "J": 67.8' 12"HDPE

F W

U E

S S

GRATE ELEV: 74.06'

INV IN "D": 70.6' 12"CPP

INV IN "E": 70.4'

INV OUT "F": 70.5' 24"CPP

BUILDING 596

MECH

COMM

ELEC

ST-DI-A9

ST-DI-A1

ST-DI-A2

ST-DI-A3

ST-DI-A4

ST-DI-A7

ST-DI-A8

ST-MH-A5

ST-DI-A6

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

I S

I O

A W

C A

L A

K E

H U

R S

J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

O R

A T

O R

E X

P A

N S

I O

J U

I N

E E

E N

T E

GRADING AND DRAINAGE PLAN BID OPTION

NORTH

A V

I N

C G d w g

A D

H I A

A L

I A

F E

R R

A L

G R

A D

I N

A G

L A

I O

CG102

SCALE: 1" = 30'

0 30' 60'

1. 3' WIDE CONCRETE FLUME - DETAIL A3/C-502

2. LIMITS OF BID OPTION 01

3. LIMITS OF BID OPTION 02 - SEE ARCHITECTURAL

4. LIMITS OF BID OPTION 03

5. MATCH EXITING ELEVATIONS AT SIDEWALK

CONNECTING LOCATION.

6. MATCH EXISTING ELEVATION ALONG EXISTING

PAVEMENT.

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. REFER TO THE BORING LOG FOR BORING

INFORMATION.

4. ALL DISTURBED AREAS SHALL BE SEEDED PER

SPECIFICATION 32 92 19 SEEDING

GENERAL SHEET NOTES

SHEET KEYNOTES

V A

T I O

E L E

V A

T I O

STATION

STORM SEWER LINE A1-A8 PROFILE

HORZ. SCALE 1"= 30'

VERT. SCALE 1"= 6'

0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

D I

T D

I A

T O

D I

T D

I A

T O

D I

T D

I A

T O

D I

T D

I A

T O

D I

T D

I A

T O

D I

T D

I A

T O

D I

T D

I A

T O

18" RCP

99' @ 0.35%

18" RCP

110' @ 0.36%

18" RCP

60' @ 0.33%

18" RCP

26' @ 0.39%

11"x18" ARCH PIPE

46' @ 0.43%

15" RCP

59' @ 0.51%

15" RCP

20' @ 1.01%

E X

I S

T I N

L E

C T

R I C

A L

L I N

R O

S S

I N

W A

T E

L I N

R O

S S

I N

F I R

L I N

R O

S S

I N

6" SANITARY SEWER

ELEV:72.69

ENCASED IN CONCRETE.

SEE CU201

J B

H A

T O

18" RCP

46' @ 0.33%

12" MIN.

CLEARANCE

D I

T D

I A

T O

T D

I A

T D

I E

T D

I E

18" MIN.

CLEARANCE

SHEET ID

D R

A W

D E

S I G

N E

S U

B M

I T

T E

S I Z

C H

E C

K E

A N

S I

I S

S U

A T

C O

N T

R A

S O

L I C

I T

A T

I O

FINAL DESIGN SUBMITTAL - FOR CONSTRUCTION

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

R I P

T I O

N A

V A

F A

T E

I R

C R

A F

I V

I S

I O

A W

C A

L A

K E

H U

R S

J O

I N

A S

C G

U I R

E D

I X

A K

E H

U R

S T

A B

O R

A T

O R

E X

P A

N S

I O

J U

I N

E E

E N

T E

STORM SEWER PROFILE

NORTH

A V

I N

R d w g

A D

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CG201

EXISTING GRADE

PROPOSED GRADE

10YR HGL

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.

2. REFER TO C-002 FOR GENERAL CIVIL NOTES.

3. PIPE LENGTHS ARE SHOWN FROM CENTER OF STRUCTURE

TO CENTER OF STRUCTURE. CONTRACTOR SHALL BID ON

ACTUAL LENGTH OF PIPE.

4. ALL REINFORCED CONCRETE STORM SEWER SHALL BE

CLASS IV.

5. ALL STORM SEWER PIPE SHALL HAVE BEDDING. SEE C-502

FOR REQUIREMENTS.

U C

S 2

L M

STORED

MATERIALS

STORED

MATERIALS

STORED

EQUIPMENT

STORED

EQUIPMENT

CONCRETE

BARRIERS

CONCRETE

BARRIERS

SEVERYNS RD &

HANCOCK RD SIGN

12" PINE

4" OAK

10" OAK

6" OAK

4" OAK

12" OAK

12" TREE

12" OAK

3" OAK

6" MAPLE

PINE

TREE

CHERRY

3" TREE

3" OAK

12" OAK

6" TREE

4" TREE

6" TREE

24" TREE

16" TREE

CANOPY

PAVED

CONCRETE

RAMP

UTILITY BOX

BASIN

U C

BUILDING 678

GRATE ELEV: 73.64'

INV IN "A": 69.4' 24"CPP

INV IN "B": 69.5' 15"CPP

INV OUT "C": 69.4' 24"CPP

GRATE ELEV: 73.97'

INVERT IN: 69.0' 24"CPP

INVERT OUT: 69.0' 24"CPP

DRAINAGE HEADWALL

INVERT OUT: 68.34' 24" CPP

TRANSFORMER

GRATE ELEV: 77.57'

INVERT IN: 72.9' 12"CPP

INVERT OUT: 72.3'

ELECTRIC LINES

FROM REF#1

ROOF

OVERHANG

POWER SWITCHES

ROOF OVERHAND

POWER SWITCHES

A/C UNITS ON

CONCRETE PAD

GENERATOR

EXHAUST STACK

CONDENSATE

LINE 1" PVC

EXHAUST PIPE

COOLING TOWER

COOLING

TOWER PIPING

COOLING TOWER

ELECT.

GROUND

CHEMICAL

STORAGE SHED

GAS CYLINDER

CABINET

ELECTRICAL CABINET

TRANSFORMER

GENERATOR

COOLING TOWER

PIPING

GAS ALONG

BUILDING FACE

GRATE ELEV: 76.16'

TOP PIPE "K": 67.9'

INV "L": 67.4' 4" PIT DRAIN

BOTTOM: 67.2'

RIM ELEV: 75.97'

INV IN "L": 66.5' 4" PIT DRAIN

INV IN "M": 66.6' 6" PVC

TOP PIPE IN "N": 72.3' 2" PVC

BOTTOM: 59.5'

RIM ELEV: 74.70'

INV IN "F": 68.0' 24"CPP

INV IN "G": 67.8' 12"CPP

INV IN "H": 68.2' 24" HDPE

INV OUT "I":67.5' 30" CPP

INV IN "J": 67.8' 12"HDPE

F W

U E

U…

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File details come from the government source that posted it. Updated Mar 30, 2022.