1596300_dwg_05of35_V1_Civil.pdf

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

ABI ADDITIVE BID OPTION

AC ASPHALT CONCRETE, AIR CONDITIONER

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS

APPROX APPROXIMATE

AT/FP ANTITERRORISM / FORCE PROTECTION

BM BENCHMARK

BLDG BUILDING

CL CENTERLINE

CI CAST IRON, CURB INLET

CO CLEANOUT

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CTRS CENTERS

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DP DRY DETENTION POND

Ø DIAMETER

E EASTING

EL ELEVATION

ELEV ELEVATION

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPNL ELECTRICAL PANEL

EW EACH WAY

FES FLARED END SECTION

FFE FINISHED FLOOR ELEVATION

GEN GENERATOR, GENERAL

GOV GOVERNMENT OWNED VEHICLE

HDPE HIGH DENSITY POLYETHYLENE

ID INSIDE DIAMETER

INV INVERT

KSI KIPS PER SQUARE INCH

LB POUNDS

LOC LIMITS OF CONSTRUCTION

LP LIGHT POLE

MAG MAGNETIC

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

N NORTHING

NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL

QUALITY

NCDOT NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

NLD NAIL AND DISC

NTS NOT TO SCALE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

OC ON CENTER

OD OUTSIDE DIAMETER

OFA OBJECT FREE AREA

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PAVT PAVEMENT

PCC PORTLAND CEMENT CONCRETE

PIV POST INDICATOR VALVE

POV PRIVATELY OWNED VEHICLE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R, RAD RADIUS

RD ROOF DRAIN

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

SD STORM DRAIN

SF SQUARE FEET

SQ SQUARE

SS SANITARY SEWER

STA STATION

T/W TAXIWAY

T&B TOP AND BOTTOM

TPED TELEPHONE PEDESTAL

TRAV TRAVERSE

TYP TYPICAL

U.N.O UNLESS NOTED OTHERWISE

W/ WITH

WL WATER LINE

WV WATER VALVE

BUILDING

SEWER MANHOLE

LANDSIDE CONCRETE PAVEMENT

BOLLARD

SIGN

DOMESTIC/FIRE WATER LINE

BUILDING DEMOLITION

LANDSIDE CONCRETE REMOVAL

SANITARY SEWER LINE

NATURAL GAS LINE

STORM DRAIN LINE

FIRE HYDRANT

WATER VALVE

POST INDICATOR VALVE

UTILITY/LINEAR SITE FEATURE DEMOLITION

SEWER CLEANOUT

NATURAL GAS METER

DRAIN BASIN

HEADWALL/ENDWALL

BID OPTION

M

CO

S

PROPOSED CONTOUR

SLOPE ARROW

SPOT ELEVATION

0.5%

ROOF DRAIN LINE

+20 .00

UNDERGROUND TELECOM LINE

COMMUNICATIONS MANHOLEC

STORM DRAIN MANHOLE

CLEAN OUT

CO

CONCRETE CURB

UNDERGROUND ELECTRICAL CONDUIT LINE

CIVIL ABBREVIATIONSCIVIL LEGEND

LIGHT DUTY ASPHALT PAVEMENT

D

NUMBER OF PARKING SPACES9

CONCRETE CURB AND GUTTER

HEAVY DUTY ASPHALT PAVEMENT

ASPHALT REMOVAL

IS

SU

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ID

/18

/22

AIRSIDE CONCRETE REMOVAL

AIRSIDE CONCRETE PAVEMENT

W

SS

G

ST

COMM

E

OBJECT FREE AREAOFA

ABANDON UTILITY IN PLACE / PAVEMENT

MARKING REMOVAL

DEMOLISH & REMOVE SITE FEATURE

CONCRETE SIDEWALK / LIGHT DUTY

CONCRETE REMOVAL

CONCRETE SIDEWALK

UD STRIP DRAIN UNDERDRAIN

P-235 PROJECT DOMESTIC WATER LINEDW DW

P-235 PROJECT FIRE WATER LINEFW FW

1. ALL WORK IS SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF

GOVERNMENT REGULATORY AGENCIES AND THE CONTRACTING

OFFICER.

2. OBTAIN ALL NECESSARY PERMITS AND LICENSES REQUIRED BY THE

STATE OF NORTH CAROLINA OR OTHER GOVERNMENT REGULATORY

AGENCIES INVOLVED UNDER THIS CONTRACT.

3. CONDUCT ALL WORK IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS AND GOVERNMENT CODES, ORDINANCES, AND

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY

BETWEEN REQUIREMENTS, INCORPORATE WHICHEVER IS MOST

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT

IS MOST STRINGENT, SUBMIT ISSUE TO THE CONTRACTING OFFICER IN

WRITING. THE DECISION OF THE CONTRACTING OFFICER WILL BE

CONSIDERED FINAL.

4. DO NOT COMMENCE SITE WORK (GRADING, EXCAVATING, AND

CONSTRUCTION) ON THE PROJECT UNTIL THE APPROPRIATE EROSION

AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED ON

THESE PLANS.

5. VERIFY LIMITS OF WORK IN THE FIELD WITH THE CONTRACTING

OFFICER PRIOR TO BEGINNING WORK.

6. MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE

DURATION OF THE PROJECT. SUBMIT CONSTRUCTION RECORD

DRAWINGS TO THE CONTRACTING OFFICER.

7. DURING CONSTRUCTION OF THE PROJECT, TRACK ANY CONTRACTING

OFFICER-APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN

DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. USE THESE

REVISIONS TO PREPARE RECORD DRAWINGS OF COMPLETED

CONSTRUCTION.

8. NOTE ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND

CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM

THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED

CONSTRUCTION DRAWINGS. THIS INCLUDES BURIED OR CONCEALED

CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED

DURING CONSTRUCTION.

GENERAL CIVIL NOTES

LIMITS OF CONSTRUCTIONLOC

P-235 PROJECT LIMITS OF DISTURBANCELOD

C-001

FOD FENCE

LOW PROFILE BARRIER

SERVICE ROAD DETOUR

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

08/18/22

80 CTR

4 16

80 CTR

4 16

1" = 200'A1

GENERAL NOTES

1. CONTAMINANT PLUME LOCATIONS ARE APPROXIMATE ONLY. PLEASE

REFER TO THE REFERENCE DRAWINGS FOR MORE DETAILED

INFORMATION.

2. MONITORING WELL LOCATIONS ARE APPROXIMATE ONLY. PLEASE REFER

TO THE APPROPRIATE REFERENCE DRAWINGS FOR MORE DETAILED

INFORMATION.

PLAN

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

OVERALL CONTAMINATION SITE PLAN

KEY PLAN

A1

SITE 1640 SEE SHEET C-111 FOR

REFERENCE DRAWINGS

SITE 3996

SEE SHEET C-112 FOR

REFERENCE

DRAWINGS

KEY PLAN

NORTH

CONTAMINATION SITE LEGEND

CERCLA SURFICIAL AQUIFER MONITORING WELL

UST SURFICIAL AQUIFER MONITORING WELL

PLUME

UNIT 14 BOUNDARY OF LAND USE CONTROLS

SM 6200B PLUME

SITE

400'0 200'

OPERABLE UNIT 14 BOUNDARY LAND USE

CONTROLS SEE SHEET C-113

IS

SU

ED

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OR

B

ID

SITE 131

SEE SHEET C-112 FOR

REFERENCE

DRAWINGS

UNIT 01 BOUNDARY OF LAND USE CONTROLS

C-100

OPERABLE UNIT 01

BOUNDARY LAND

USE CONTROLS SEE

SHEET C-114

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

NO SCALEA1 REFERENCE DRAWING

IS

SU

ED

F

OR

B

ID

C-111

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

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1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

NO SCALEA1 REFERENCE DRAWING

C-112

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

2022-08-15T06:49:59-0400