Site C1-Drawings.pdf

PDF 11 MB Posted Aug 17, 2026

Attached to: Misawa AB - Membrane Storage Shelters - Design-Build
Solicitation number: FA5025-26-R-B004
Issued by: Department of the Air Force Pacific Air Forces

About this file

Written by GovTribe AI · Aug 17, 2026

This document is a set of preliminary design drawings for a construction project at Misawa Air Base, Japan, specifically for the construction of an RBCP (Rapid Composite Building Program) Storage facility at Site A2. The project is under the control of PACAF A4C RPT-Japan, with the project manager being LT. COL. MAUNG MYAT, and the designer being the Civil Engineering division at Misawa Air Base. The project number is listed as NFATSU with an approval date of March 20, 2026.

The drawings include eight sheets covering existing conditions, demolition and temporary erosion and sediment control (TESC) plans, site plans, grading and drainage plans, profiles, typical sections, and construction details. Key construction requirements specified in the general notes include: base and sub-base compaction to 95% with a ±1% margin; concrete minimum strength of 27.58 MPa (4000 PSI) with 28-day curing; structural ramps built with Best Management Practices (BMPs) in mind; exterior finishes in Antique Linen and Tobacco Brown per Federal Specifications; compliance with UFC 1-201-01, UFC 1-301-01, UFC 4-010-01, and UFGS 32 13 14.13 standards; and comprehensive erosion and sediment control measures including sediment basins, silt screens, vegetation, and dust control through water sprinkling and timely grassing. The site plan shows a rectangular storage area measuring approximately 66 meters by 38 meters with rounded corners, two membrane structures with concrete footings, one fuel storage tank, and paved access areas with sawcut and match details to existing pavement.

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Other files

File	Type	Posted
RFIs-FA502526RB004.xlsx	XLSX spreadsheet	Aug 24, 2026
Amendment-FA502526RB0040001 SF 30.pdf	PDF	Aug 24, 2026
SOW-QKKA261109 (A-1).pdf	PDF	Aug 17, 2026
Site A1 Drawings.pdf	PDF	Aug 17, 2026
SOW-QKKA261043 (C-1).pdf	PDF	Aug 17, 2026
Solicitation - FA502526RB004.pdf	PDF	Aug 17, 2026

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D es cr ip tio n

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NUMBER:

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PRELIMINARY

4C R

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C T

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PROJECT SITE

G-100

PROJECT DATA

CUSTOMER:

PACAF A4

JBPHH, HI 96853

POC: RBCP PROGRAM

PROJECT MANAGER:

UNITED STATES OF AMERICA

PACAF A4C RPT-JAPAN

MISAWA AIR BASE, JAPAN

POC: LT. COL. MAUNG MYAT

DESIGNER:

CIVIL ENGINEERING

PACAF A4C RPT-JAPAN

MISAWA AIR BASE, JAPAN

SITE A2

PROJECT NO: NFATSU-------

CONSTRUCT RBCP STORAGE (SITE A2)

MISAWA AIR BASE, JAPAN

SHEET INDEX

PLATE

NUMBER SHEET TITLE

G-100 COVER PAGE AND PROJECT INFORMATION

G-101 GENERAL NOTES

C-100 EXISTING CONDITIONS

C-200 DEMOLITION AND TESC PLAN

SHEET

NUMBER

5 C-300 SITE PLAN

C-400 DETAILS

C-302 PROFILES AND TYPICAL SECTIONS

C-301 GRADING AND DRAINAGE PLANSITE A2

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SITE C1

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SITE C1

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CONSTRUCT R-11 RECEIVING AND STAGING AREA (SITE C1)

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CONSTRUCT R-11

RECEIVING AND STAGING AREA

SITE C1

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LT MATTHEW CRISTI

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G-101

1. UNLESS OTHERWISE NOTED, ALL EXISTING PAVEMENT, UTILITY LINES, AND OTHER

IMPROVEMENTS DAMAGED AS A RESULT OF THE CONTRACTOR, SHALL BE RECONSTRUCTED

OR REPLACED AT THE CONTRACTORS EXPENSE.

2. EXISTING UNDERGROUND PIPES, CABLES OR DUCT LINES ARE APPROXIMATELY INDICATED ON

THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF THESE

UTILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHENEVER

CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE

CONTRACTOR SHALL EXPOSE THE EXISTING UTILITY LINES AT THE PROPOSED CONNECTIONS

TO VERIFY UTILITY LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR NEW LINES. FAILURE

TO DO SO WILL RESULT IN THE CONTRACTOR BEING RESPONSIBLE TO RELOCATE OR ADJUST

NEW UTILITIES AT THEIR OWN EXPENSE.

3. VISIBLE UTILITY STRUCTURES HAVE BEEN LOCATED IN THE FIELD, HOWEVER, CONNECTIONS

TO UNDERGROUND UTILITY LINES AS SHOWN ARE UNVERIFIED AND COMPILED FROM

EXISTING DATA. UNDERGROUND UTILITIES SHOWN HEREON ARE FOR INFORMATION ONLY,

HAVING BEEN OBTAINED FROM THE BEST AVAILABLE SOURCES. NO GUARANTEE IS MADE AS

TO THE ACCURACY OR COMPLETENESS OF SAID INFORMATION. THE CONTRACTOR SHALL

DETERMINE THE LOCATION OF UNDERGROUND UTILITY LINES AS REQUIRED TO COMPLETE

THE WORK. CONNECTION SHALL BE MADE IN ACCORDANCE WITH NAF ATSUGI PROCEDURES.

4. THE CONTRACTOR SHALL VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE

DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER FOR

CLARIFICATION.

5. IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING

CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND

NOTIFY THE NAF ATSUGI.

6. UNSUITABLE EXCAVATED AND EXCESS MATERIALS SHALL BE DISPOSED OFF-BASE AT

LOCATIONS TO BE DETERMINED BY THE PM. ON-BASE DISPOSAL SITES ARE NOT AVAILABLE.

7. NEWLY GRADED AREAS AND AREAS DISTURBED DURING CONSTRUCTION, INCLUDING

RESHAPING AND REDRESSING OF EXISTING EARTHEN SWALES, SHALL BE PLANTED WITH LOW

MAINTENANCE GRASS OR TURF APPROPRIATE FOR THE SITE.

8. PROVIDE SAFE ACCESS TO AND FROM ALL DRIVEWAYS AND ACCESS ROADS AT THE PROJECT

SITE.

1. 1. SEDIMENT CONTROL. CAPTURE SEDIMENT TRANSPORTED IN RUNOFF TO MINIMIZE THE

SEDIMENT FROM LEAVING THE SITE WITH METHODS SUCH AS SEDIMENT BASINS, SEDIMENT

TRAPS, SILT SCREENS, SAND BAGS, VEGETATED FILTER STRIPS, AND VEHICLE WHEEL WASH

FACILITIES.

2. EROSION CONTROLS. STABILIZE ALL DISTURBED AREAS WITH EROSION CONTROL MEASURES

SUCH AS VEGETATION, RUNOFF DIVERSION, CHECK DAMS, MULCHING, BLANKETS, AND

BONDED FIBER MATRICES.

3. DUST CONTROL. CONTROL DUST EMISSIONS TO THE MAXIMUM EXTENT PRACTICABLE

THROUGH BMPs SUCH AS WATER SPRINKLING, LIMITING AREA OF DISTURBANCE AND TIMELY

GRASSING OF FINISHED AREAS.

4. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY

EARTH MOVING PHASE OF GRADING IS INITIATED.

5. ALL EROSION CONTROL MEASURES SHALL BE CHECKED AND REPAIRED AS NECESSARY, WEEKLY

IN DRY PERIODS AND WITHIN 24-HOURS AFTER ANY RAINFALL OF 0.5 IN. OR GREATER THAT

HAS OCCURRED WITHIN THE PREVIOUS 24-HOUR PERIOD. DURING PROLONGED RAINFALL,

DAILY CHECKING WILL BE NECESSARY. THE CONTRACTOR SHALL MAINTAIN RECORDS OF ALL

CHECKS AND REPAIRS.

6. A SPECIFIC INDIVIDUAL SHALL BE DESIGNATED TO BE RESPONSIBLE FOR EROSION AND

SEDIMENT CONTROLS AT THIS PROJECT SITE.

1. BASE AND SUB-BASE WILL BE COMPACTED TO 95% WITH +/- 1% MARGIN.

2. CONCRETE WILL BE MINIMUM 27.58 MPa (4000 PSI) BY 28 DAY CURING TIME.

3. STRUCTURAL RAMP MUST BE BUILT WITH BMPs IN MIND FOR EQUIPMENT MEANS OF EGRESS.

IN ACCORDANCE WITH NAF ATSUGI'S ARCHITECTURAL COMPATIBILITY AND BASE DESIGN

STANDARDS, PAINT COLORS SHALL BE:

1. EXTERIOR WALLS: ANTIQUE LINEN (FEDERAL SPECIFICATION 23578)

2. DOORS, WINDOWS, LOUVERS, OVERHEAD COILING DOORS, TYPHOON SHUTTERS, AND

ASSOCIATED TRIM: GALVANIZED STEEL: TOBACCO BROWN (FEDERAL SPECIFICATION 20117)

ANODIZED ALUMINUM: DARK BRONZE.

3. SCREEN WALLS/ENCLOSURES, FENCES, GATES, PIPE BOLLARDS: ANTIQUE LINEN (FEDERAL

SPECIFICATION 23578)

4. PAD MOUNTED ELECTRICAL AND MECHANICAL EQUIPMENT: FACTORY FINISHED ANTIQUE

LINEN (FEDERAL SPECIFICATION 23578)

5. INTERIOR WALLS: EGGSHELL WHITE

1. UFC 1-201-01 NON-PERMANENT DOD FACILITIES IN SUPPORT OF MILITARY OPERATIONS

2. UFC 1-301-01 STRUCTURAL ENGINEERING

3. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

4. UFGS 32 13 14.13 CONCRETE PAVING FOR AIRFIELS AND OTHER HEAVY DUTY PAVEMENTS

5. DESIGN SHALL COMPLY WITH APPLICABLE UFC REQUIREMENTS LISTED ABOVE OR

EQUIVALENT JAPANESE STANDARDS

GENERAL CONSTRUCTION NOTES

BEST MANAGEMENT PRACTICES (BMP)

CIVIL NOTES

FINISHES

RELEVANT CODES & STANDARDS

SURVEYING

NO TOPOGRAPHIC SURVEY WAS PERFORMED FOR THIS PROJECT

DESIGN IS BASED OFF OF AVAILABLE GIS INFORMATION

UTM-WGS 1984 DATUM, ZONE 54 NORTH, METER

DISCLAIMER

ABBREVIATIONS

AC ASPHALT CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS PNL ACCESS PANEL

ADH ADHESIVE

ADJ ADJACENT, ADJOINING

AGGR AGGREGATE

AIC AMPS INTERRUPTING CAPACITY

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

ANCH ANCHOR

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AP ACCESS PANEL, ANGLE POINT

APPROX APPROXIMATE

ARV AIR RELIEF VALVE

ASPH ASPHALT

AUX AUXILIARY

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BENCHMARK

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BTWN BETWEEN

BW BOTH WAYS

CAP CAPACITY

CB CATCH BASIN

CERT CERTIFIED

CFM CUBIC FEET PER MINUTE

CHFR CUBIC FEET PER MINUTE

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLR CLEAR

CM CENTIMETER(S)

CMP CORRUGATED METAL

CO CLEANOUT

CONC CONCRETE

CONN CONNECT

CONST CONSTRUCTION

CONT CONTINUOUS

CT CURRENT TRANSFORMER

CTR CENTER

CYL CYLINDER

DAT DATUM

DBL DOUBLE

DCJ DOWELED CONSTRUCTION JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DEPR DEPRESSION

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIV DIVISION

DN DOWN

DOD DEPARTMENT OF DEFENSE

DTJC DOWELED TRANSITION JOINT CONC

DWG DRAWING

DWLS DOWLS

DWPJ DOWELED WEAKEND PLANE JOINT

DWR DRAWER

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

EMEG EMERGENCY

EP EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

EW EACH WAY

EXP EXPANSION

EXP BT EXPANSION BOLT

EXP JT EXPANSION JOINT

FF FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FJT FLUSH JOINT

FLEX FLEXIBLE

FLUOR FLOURESCENT

FR FIRE RESISTANT

FT FEET

FW FIRE WATER

G GAS

GALV GALVANIZED

GEN GENERAL

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GND GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GR GRADE

GVL GRAVEL

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH STRENGTH

HYDR HYDRAULIC

HZ HERTZ

ID INSIDE DIAMTER

INCL INCLUDING

IE INVERT ELEVATION

IP IRON PIPE

J-BOX JUNCTION BOX

JCT JUNCTION

JF JOINT FILLER

JT JOINT

KOP KNOCKOUT PANEL

KV KILOVOLT

KVA KILOVOLT AMPERES

KVAR KILOVOLT AMPERES REACTIVE

L LENGTH

LPT LOW POINT

M METERS

MAX MAXIMUM

MET METAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MM MILLIMETERS

MPA MEGAPASCALS

N NORTH

NFPA NATIONAL FIRE PROTECTION ACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTER DIAMETER

OH OVERHEAD

OPH OPPOSITE HAND

ORIG ORIGINAL

P POLE

PCC PORTLAND CEMENT CONCRETE

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PLYWD PLYWOOD

PRKG PARKING

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QTY QUANTITY

R RADIUS

REBAR REINFORCING BAR

REQD REQUIRED

S SOUTH

SCHED SCHEDULE

SD STORM DRAIN

SHT SHEET

SPEC SPECIFICATIONS

SQ SQUARE

SSMH SANITARY SEWER MANHOLE

STA STATION

STD STANDARD

STL STEEL

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TE THICKENED EDGE

TEMP TEMPORARY

TESC TEMPORARY EROSION & SEDIMENT

CONTROL

TJA TRANSITION JOINT AC

TJCA TRANSISITION CONC TO AC

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V VOLT

VAR VARIABLE, VARIES

VIF VERIFY IN FIELD

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

WPJ WEAKEND PLANE JOINT

WT WEIGHT

ABBREVIATIONS CONT.

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CONSTRUCT R-11

RECEIVING AND STAGING AREA

SITE C1

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LT MATTHEW CRISTI

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D R A F T cr ip tio n

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D es cr ip tio n Sy m bo l

Pr ep ar ed b y:

Su bm itt ed b y:

NUMBER:

PLATE

D ra w n by

C he ck ed b y:

D es ig ne d by

D es ig n fil e no

D at e:

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REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

Sheet of

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C-100

LEGEND

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AutoCAD SHX Text

SCALE

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SCALE IN FEET

AutoCAD SHX Text 1=10

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UTILITY POLE

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FENCE

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ASPHALT

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STORM DRAIN MANHOLE

AutoCAD SHX Text P

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ELECTRICAL VAULT

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CONTOUR

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STORM DRAIN PIPE

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SANITARY SEWER PIPE

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WATER PIPE

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TELECOM LINE

AutoCAD SHX Text E

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TELECOM MANHOLE

AutoCAD SHX Text T

AutoCAD SHX Text

ELECTRICAL MANHOLE

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SEWER MANHOLE

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FIRE HYDRANT

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WATER VALVE

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STEAM VALVE

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TREE

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HOT MIX ASPHALT

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TOPSOIL AND SEED

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CEMENT CONCRETE

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UNDERGROUND ELECTRIC

AutoCAD SHX Text

OVERHEAD POWER

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NTS

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LEGEND

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CONSTRUCT R-11

RECEIVING AND STAGING AREA

SITE C1

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STABILZED

CONSTRUCTION

ENTRANCE. SEE DETAIL

ON SHEET C-400

SILT FENCE, SEE DETAIL

ON SHEET C-400

LIMITS OF

DISTURBANCE

XXXXX

X X X X X

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D es ig ne d by

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C-200

LEGEND

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UTILITY POLE

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FENCE

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ASPHALT

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STORM DRAIN MANHOLE

AutoCAD SHX Text P

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ELECTRICAL VAULT

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CONTOUR

AutoCAD SHX Text

STORM DRAIN PIPE

AutoCAD SHX Text

SANITARY SEWER PIPE

AutoCAD SHX Text

WATER PIPE

AutoCAD SHX Text

TELECOM LINE

AutoCAD SHX Text E

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TELECOM MANHOLE

AutoCAD SHX Text T

AutoCAD SHX Text

ELECTRICAL MANHOLE

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text S

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FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

STEAM VALVE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

HOT MIX ASPHALT

AutoCAD SHX Text

TOPSOIL AND SEED

AutoCAD SHX Text

CEMENT CONCRETE

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

OVERHEAD POWER

AutoCAD SHX Text X

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 1=10

AutoCAD SHX Text

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NTS

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LEGEND

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FENCE

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HOT MIX ASPHALT

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QUARRY SPALLS

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LIMITS OF DISTURBANCE

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STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL ON C-400

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SILT FENCE, SEE DETAIL ON C-400

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CONSTRUCT R-11

RECEIVING AND STAGING AREA

SITE C1

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DEMOLITION EXISTING BUILDING

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66m m

R=5m

R=5m m

R=3m

R=3m m

R=3m

R=5m

1 2

4 5

18 19

Point Table

Point #

Northing

14788344.5426

14788344.0127

14788307.9236

14788298.0571

14788298.0463

14788317.6777

14788248.7885

14788265.2328

14788265.2488

14788255.4304

14788219.3414

14788219.8713

14788255.9603

14788265.8269

14788265.8324

14788249.6867

14788315.3010

14788298.6385

14788298.6351

14788308.4535

Easting

1729850.3591

1730066.8934

1730066.8051

1730076.6235

1730081.0128

1730097.1366

1730099.4688

1730083.1049

1730076.5432

1730066.6767

1730066.5883

1729850.0540

1729850.1423

1729840.3239

1729838.0960

1729821.6537

1729822.6877

1729839.0496

1729840.4042

1729850.2708

Raw Description

D es cr ip tio n

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D at e

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PLATE

D ra w n by

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FENCE

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ASPHALT

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STORM DRAIN MANHOLE

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ELECTRICAL VAULT

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CONTOUR

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STORM DRAIN PIPE

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SANITARY SEWER PIPE

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WATER PIPE

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TELECOM LINE

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TELECOM MANHOLE

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FIRE HYDRANT

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WATER VALVE

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STEAM VALVE

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TREE

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HOT MIX ASPHALT

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TOPSOIL AND SEED

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CEMENT CONCRETE

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UNDERGROUND ELECTRIC

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OVERHEAD POWER

AutoCAD SHX Text X

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SCALE

AutoCAD SHX Text

SCALE IN FEET

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AutoCAD SHX Text

AutoCAD SHX Text mcrist Rectangle mcrist Rectangle mcrist Text Box mcrist Rectangle mcrist Text Box mcrist Snapshot mcrist Text Box

NTS

mcrist Text Box

LEGEND

mcrist Line mcrist PolyLine mcrist Text Box

FENCE

mcrist Rectangle mcrist Rectangle mcrist Text Box

HOT MIX ASPHALT

mcrist Text Box

TOP SOIL AND SEED

mcrist Rectangle mcrist Text Box 04/27/2026 mcrist Image mcrist Rectangle mcrist Text Box

CONSTRUCT R-11

RECEIVING AND STAGING AREA

SITE C1

mcrist Callout

SAWCUT AND MATCH EXISTING PAVEMENT

mcrist Callout

SAWCUT AND MATCH EXISTING PAVEMENT

mcrist Callout

SAWCUT AND MATCH EXISTING PAVEMENT

mcrist Polygon mcrist Polygon mcrist Length Measurement

19.00 m mcrist Length Measurement

8.00 m mcrist Length Measurement

9.00 m mcrist Text Box

APPROX. 4200 SM STAGING PAVEMENT AREA

mcrist Dimension

48.00 m mcrist Dimension

38.00 m mcrist Dimension

63.00 m mcrist Text Box

LT MATTHEW CRISTI

mcrist

66m m

R=5m

R=5m m

R=3m

R=3m m

R=3m

R=5m

1 2

4 5

18 19

Point Table

Point #

Northing

14788344.5426

14788344.0127

14788307.9236

14788298.0571

14788298.0463

14788317.6777

14788248.7885

14788265.2328

14788265.2488

14788255.4304

14788219.3414

14788219.8713

14788255.9603

14788265.8269

14788265.8324

14788249.6867

14788315.3010

14788298.6385

14788298.6351

14788308.4535

Easting

1729850.3591

1730066.8934

1730066.8051

1730076.6235

1730081.0128

1730097.1366

1730099.4688

1730083.1049

1730076.5432

1730066.6767

1730066.5883

1729850.0540

1729850.1423

1729840.3239

1729838.0960

1729821.6537

1729822.6877

1729839.0496

1729840.4042

1729850.2708

Raw Description

D es cr ip tio n

Ap pr

D at e

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Ap pr

D es cr ip tio n Sy m bo l

Pr ep ar ed b y:

Su bm itt ed b y:

NUMBER:

PLATE

D ra w n by

C he ck ed b y:

D es ig ne d by

D es ig n fil e no

D at e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

Sheet of

E, J

U N

F O

R C

9/ 8/

A M

D :\J

A 2\

D W

G \C

-3

.D W

/2 0/

C O

R U

C T

R B

C P

R A

G E

E A

PRELIMINARY

4C R

-J

C-300

LEGEND

mcrist Rectangle mcrist Rectangle

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

STORM DRAIN MANHOLE

AutoCAD SHX Text P

AutoCAD SHX Text

ELECTRICAL VAULT

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

STORM DRAIN PIPE

AutoCAD SHX Text

SANITARY SEWER PIPE

AutoCAD SHX Text

WATER PIPE

AutoCAD SHX Text

TELECOM LINE

AutoCAD SHX Text E

AutoCAD SHX Text

TELECOM MANHOLE

AutoCAD SHX Text T

AutoCAD SHX Text

ELECTRICAL MANHOLE

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text S

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

STEAM VALVE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

HOT MIX ASPHALT

AutoCAD SHX Text

TOPSOIL AND SEED

AutoCAD SHX Text

CEMENT CONCRETE

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

OVERHEAD POWER

AutoCAD SHX Text X

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 1=10

AutoCAD SHX Text

AutoCAD SHX Text mcrist Rectangle mcrist Rectangle mcrist Text Box mcrist Rectangle mcrist Text Box mcrist Snapshot mcrist Text Box

NTS

mcrist Text Box

LEGEND

mcrist Line mcrist PolyLine mcrist Text Box

FENCE

mcrist Rectangle mcrist Rectangle mcrist Text Box

HOT MIX ASPHALT

mcrist Text Box

TOP SOIL AND SEED

mcrist Rectangle mcrist Text Box 04/27/2026 mcrist Image mcrist Rectangle mcrist Text Box

CONSTRUCT R-11

RECEIVING AND STAGING AREA

SITE C1

mcrist Polygon mcrist Polygon mcrist Rectangle mcrist Callout

CONCRETE FUEL STORAGE PAD

mcrist Rectangle mcrist Text Box

CONCRETE

mcrist Length Measurement

19.00 m mcrist Length Measurement

8.00 m mcrist Length Measurement

9.00 m mcrist Text Box mcrist Rectangle mcrist Length Measurement

8.00 m mcrist Length Measurement

15.00 m mcrist Length Measurement

10.00 m mcrist Rectangle mcrist Text Box

MEMBRANE

STRUCTURE

mcrist Rectangle mcrist Length Measurement

15.00 m mcrist Length Measurement

10.00 m mcrist Rectangle mcrist Text Box

MEMBRANE

STRUCTURE

mcrist Length Measurement

14.50 m mcrist Callout

CONCRETE FOOTING FOR MEMBRANE STRUCTURE

mcrist Callout

CONCRETE FOOTING FOR MEMBRANE STRUCTURE

mcrist Text Box

LT MATTHEW CRISTI

mcrist Polygon mcrist Text Box

10K GAL TANK

mcrist cr ip tio n

Ap pr

D at e

Sy m bo l

Ap pr

D es cr ip tio n Sy m bo l

Pr ep ar ed b y:

Su bm itt ed b y:

NUMBER:

PLATE

D ra w n by

C he ck ed b y:

D es ig ne d by

D es ig n fil e no

D at e:

R ev

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

Sheet of

E, J

U N

F O

R C

9/ 8/

A M

D :\J

A 2\

D W

G \C

-4

.D W

/2 0/

C O

R U

C T

R B

C P

R A

G E

E A

PRELIMINARY

4C R

-J

C-400

STABILIZED CONSTRUCTION ENTRANCE

NTS

SILT FENCE NOTES

SECTION

BURY BOTTOM OF FILTER

MATERIAL IN 0.20mx0.30m

(8"x12") TRENCH.

PROVIDE WASHED GRAVEL

BACKFILL, 0.02m-0.08m

(3/4"-3") IN TRENCH AND ON

BOTH SIDES OF FILTER FENCE

FABRIC ON THE SURFACE

BURY BOTTOM OF FILTER

MATERIAL IN 0.20mx0.30m

(8"x12") TRENCH.

NOTES:

STAPLES OR WIRE RINGS

(TYPICAL)

FILTER FABRIC MATERIAL IN

CONTINUOUS ROLLS USE STAPLES

OR WIRE RINGS TO ATTACH FABRIC

TO WIRE.

ELEVATION

WIRE MESH SUPPORT FENCE FOR

FILTER FABRIC.

0.05mx0.05m (2"x2") WOOD POSTS.

STANDARD OR BETTER OR

EQUIVALENT.

WIRE MESH SUPPORT FENCE

(TO BE LOCATED ON THE

DOWNHILL SIDE OF THE FILTER

FABRIC)

0.05mx0.05mx1.52m (2"x2"x5') WOOD POSTS.

STANDARD OR BETTER OR

EQUIVALENT.

SILT FENCE

NTS

0.15m

(6') MAX.

00.5mx0.10m (2"x4") DOUG. FIR

OR EQUAL

m (2

'-6

1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 0.15m (6") OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS.

2. POSTS SHALL BE SPACED A MAXIMUM OF 1.83m (6') APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 0.76m (30")).

3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 0.20m (8") WIDE AND 0.30m (12") DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL.

4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 0.02m (1") LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 0.10m (4") AND SHALL NOT EXTEND MORE THAN 0.61m (24") ABOVE THE ORIGINAL GROUND SURFACE.

5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 0.51m (20") OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 0.61m (24") ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.

6. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL

OTHER PROVISIONS OF ABOVE NOTES APPLYING.

7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.

8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING

PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS.

10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 30.48m (100').

11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR.

12. INSTALL DOWN SLOPE OF EXPOSED AREAS.

13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES.

1. MATERIAL SHALL BE 0.10m-0.20m (4"-8") AND MAY BE TOP-DRESSED WITH 0.03m (1") to 0.08 (3") INCH ROCK.

2. THE ROCK PAD SHALL BE AT LEAST 0.30m (12") THICK AND 30.48m (100') LONG

WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA.

3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER

FUNCTION OF THE PAD.

4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE

WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED

STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED

ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR

THROUGH A SILT FENCE.

1. PLACE 0.30m (1') OF 0.02m (3/4")-0.04m (1 1/2")

WASHED ROCK OR PEA GRAVEL ON BOTH SIDES OF

FENCE TO CREATE A BEVEL SHAPE.

2. FABRIC SHALL COVER BOTTOM OF 0.20mx0.30m (8"x12") TRENCH AND EXTEND BEYOND THE LIMITS

OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS

OVERLAP OF 0.05m (2') MINIMUM AS SHOWN IN

TYPICAL CROSS-SECTION.

m m

305mm

100mm

100mm HOT MIX

ASPHALT

150mm

AGGREGTE, BASE

RM40

M M

REUSE EXISTING

TOP SOIL

NON-PAVED AREASPAVED

AREAS

PERMANENT YELLOW DETECTABLE

MARKER TAPE WITH VOLTAGE OF

CABLE INDICATED ON TAPE.

SELECT GRANULAR BACKFILL

FINE GRANULAR BACKFILL

SAND BASEQUANTITY AND SIZES OF

CONDUITS AS SPECIFIED

ON PLANS

EXCAVATED MATERIAL

FREE FROM ORGANICS,

CLODS, ETC.

TYPICAL CONDUIT TRENCH DETAIL

NTS

FILTER FABRIC MATERIAL

0.20m

(8") MIN

0.15m (6")

GROUND SURFACE

0.10m-0.20m (4"-8") QUARRY SPALLS

0.30m (12") MIN.

4.57m M

IN. (

15')

WIDTH

INGRESS

/ E

GRESS

R = 7.72m (25' MIN.)

AutoCAD SHX Text 0.61m (2')

AutoCAD SHX Text 1.52m (5')

AutoCAD SHX Text 0.76m (2'-6")

AutoCAD SHX Text 0.15m (6")

AutoCAD SHX Text 1.52m (5')

AutoCAD SHX Text 0.30m (12")

AutoCAD SHX Text 30.48m (100')

AutoCAD SHX Text

EDGE OF EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING FRONTAGE ROAD

mcrist Snapshot mcrist Rectangle mcrist Text Box mcrist Rectangle mcrist Text Box mcrist Rectangle mcrist Text Box 04/27/2026 mcrist Text Box

LT MATTHEW CRISTI

mcrist

Sheets and Views

Layout1

G-101.pdf

Sheets and Views

Layout1

C-100.pdf

Sheets and Views

Layout1

C-200.pdf

Sheets and Views

Layout1

C-300.pdf

Sheets and Views

Layout1

C-301.pdf

Sheets and Views

Layout1

C-302.pdf

Sheets and Views

Layout1

C-400.pdf

Sheets and Views

Layout1

G-100.pdf

Sheets and Views

Layout1

C-400.pdf

Sheets and Views

Layout1

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