Site A1 Drawings.pdf

PDF 7 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

Summary: Construction Design Plans for Emergency PWM Storage Facility

This document comprises preliminary construction design plans (Sheet G-100 through C-500) for the Construct Emergency PWM Storage project at Misawa Air Base, Japan. The project, identified as QKKA26-XXXX, is managed by PACAF A4C RPT-JAPAN with project management oversight from LT. COL. MAUNG MYAT. The design encompasses site preparation, grading, drainage, utility coordination, and construction details for an emergency storage facility at Site A1. Key construction specifications include a concrete pad with minimum compressive strength of 27.58 MPa (4000 PSI) by 28-day curing, base and sub-base compaction to 95% with ±1% margin tolerance, and asphalt concrete paving meeting UFGS 32 13 14.13 standards. The design incorporates best management practices for erosion and sediment control, including silt fencing, sediment basins, and dust control measures, with erosion control checks required weekly in dry periods and within 24 hours of rainfall events exceeding 0.5 inches.

The plans specify detailed requirements for temporary erosion and sediment control (TESC) measures, construction entrance stabilization using 0.10m-0.20m washed rock or quarry spalls, and utility connections including electrical, water, sanitary sewer, storm drain, and telecom lines. Finishes comply with Misawa Airbase architectural compatibility standards, requiring exterior walls in Antique Linen Federal Specification 23578 and metalwork in Tobacco Brown Federal Specification 20117. Design compliance is mandated under UFC 1-201-01 (Non-Permanent DOD Facilities), UFC 1-301-01 (Structural Engineering), UFC 4-010-01 (DOD Minimum Antiterrorism Standards), and equivalent Japanese standards. Unsuitable excavated materials must be disposed off-base, with on-base disposal sites unavailable. The preliminary plans are dated 05/11/2026 with all drawings plotted on 9/8/2024.

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Other files

File	Type	Posted
Amendment-FA502526RB0040001 SF 30.pdf	PDF	Aug 24, 2026
RFIs-FA502526RB004.xlsx	XLSX spreadsheet	Aug 24, 2026
SOW-QKKA261109 (A-1).pdf	PDF	Aug 17, 2026
SOW-QKKA261043 (C-1).pdf	PDF	Aug 17, 2026
Site C1-Drawings.pdf	PDF	Aug 17, 2026
Solicitation - FA502526RB004.pdf	PDF	Aug 17, 2026

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D es 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

C :\U

S\ D

P\ M

\A F

A1 \D

W G

\G -1

W G

/1 1/

C O

R U

C T

C Y

R A

G E

E A

PRELIMINARY

4C R

-J

C O

P A

G E

A N

C T

R M

O N

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 A1

PROJECT NO: QKKA26-XXXX

CONSTRUCT EMERGENCY PWM STORAGE (SITE A1)

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 UTILITY PLAN

C-302 PROFILES AND TYPICAL SECTIONS

C-301 GRADING AND DRAINAGE PLAN

SITE A1

C-500 DETAILS9

L N

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 35 CES 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 MISAWA AIRBASE'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

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.

D es 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

C :\U

S\ D

P\ M

\A F

A1 \D

W G

\G -1

W G

/1 1/

C O

R U

C T

C Y

R A

G E

E A

PRELIMINARY

4C R

-J

EXISTING CONCRETE PAD, TYP.

es 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

C :\U

S\ D

P\ M

\A F

A1 \D

W G

\C -1

W G

/1 1/

C O

R U

C T

C Y

R A

G E

E A

PRELIMINARY

4C R

-J

G C

O N

C-100

LEGEND

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1=20

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

UNDERGROUND ELECTRIC

AutoCAD SHX Text

OVERHEAD POWER

AutoCAD SHX Text X

AutoCAD SHX Text

ELECTRICAL TRANSFORMER

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

C :\U

S\ D

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\A F

A1 \D

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\C -2

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C O

R U

C T

C Y

R A

G E

E A

PRELIMINARY

4C R

-J

N A

N D

C-200

LEGEND

ABBREVIATIONS

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

STABILZED CONSTRUCTION ENTRANCE. SEE DETAIL ON SHEET C-500

AutoCAD SHX Text

SILT FENCE, SEE DETAIL ON SHEET C-400

AutoCAD SHX Text

LIMITS OF DISTURBANCE

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

UNDERGROUND ELECTRIC

AutoCAD SHX Text

OVERHEAD POWER

AutoCAD SHX Text X

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

ELECTRICAL TRANSFORMER

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1=20

AutoCAD SHX Text

TESC TEMPORARY EROSION CONTROLTEMPORARY EROSION CONTROL

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

C :\U

S\ D

P\ M

\A F

A1 \D

W G

\C -3

W G

/1 1/

C O

R U

C T

C Y

R A

G E

E A

PRELIMINARY

4C R

-J

C-300

LEGEND

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

CONSTRUCTION CENTERLINE

AutoCAD SHX Text

GRAVEL OVERLAY. SEE SHEET C-302 FOR TYPICAL ROADWAY SECTION

AutoCAD SHX Text

MEMBRANE STRUCTURES

AutoCAD SHX Text

PERIMTER FENCING

AutoCAD SHX Text

DOUBLE SWING GATE

AutoCAD SHX Text EXISTING PRIMARY ELECTRICAL POWER MANHOLE AND TRANSFORMER CLOSEST TO PROPOSED SITE

AutoCAD SHX Text

PROPOSED PRIMARY POWER DUCT BANK

AutoCAD SHX Text

ASPHALT PAVEMENT WITHIN ENTIRE AREA INSIDE FENCING

AutoCAD SHX Text 15.0

AutoCAD SHX Text 2.3

AutoCAD SHX Text 30.0

AutoCAD SHX Text 6.71

AutoCAD SHX Text 15.0

AutoCAD SHX Text

MEMBRANE STRUCTURES

AutoCAD SHX Text

MEMBRANE STRUCTURES

AutoCAD SHX Text

MEMBRANE STRUCTURES

AutoCAD SHX Text

STABILZED CONSTRUCTION ENTRANCE

AutoCAD SHX Text 5.5

AutoCAD SHX Text 11.6

AutoCAD SHX Text 15.0

AutoCAD SHX Text 6.7

AutoCAD SHX Text 4.9

AutoCAD SHX Text R=8.0m

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

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

LIMITS OF DISTURBANCE

AutoCAD SHX Text

ELECTRICAL TRANSFORMER

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1=20

AutoCAD SHX Text

A C-302

B C

-3

D es 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

C :\U

S\ D

P\ M

\A F

A1 \D

W G

\C -3

W G

/1 1/

C O

R U

C T

C Y

R A

G E

E A

PRELIMINARY

4C R

-J

C-301

LEGEND

AutoCAD SHX Text P

AutoCAD SHX Text

1.5% TYP.

AutoCAD SHX Text 2%

AutoCAD SHX Text

GRAVEL OVERLAY TO MATCH EXISTING ROADWAY PROFILE

AutoCAD SHX Text 2%

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

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

LIMITS OF DISTURBANCE

AutoCAD SHX Text

ELECTRICAL TRANSFORMER

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1=10

AutoCAD SHX Text

AutoCAD SHX Text cr ip tio n

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AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

SECTION A

AutoCAD SHX Text

NTS

AutoCAD SHX Text 1.5%

AutoCAD SHX Text 2:1

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

SECTION B

AutoCAD SHX Text

NTS

AutoCAD SHX Text 2:1

AutoCAD SHX Text 0.0%

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2%

AutoCAD SHX Text 100mm THICK AC PAVEMENT (20mm COARSE-GRAINED) TO BE PLACED IN 2-50MM LIFTS

AutoCAD SHX Text 1.83M (6')

AutoCAD SHX Text

CONSTRUCTION CENTERLINE

AutoCAD SHX Text 3.05M (10')

AutoCAD SHX Text

2%, TYP

AutoCAD SHX Text

COMPACTED NATIVE SUBGRADE

AutoCAD SHX Text

EXISTING ROAD BASE

AutoCAD SHX Text

TYPICAL ASPHALT ROADWAY SECTION

AutoCAD SHX Text

NTS

AutoCAD SHX Text 100mm THICK CRUSHED AGGREGATE

AutoCAD SHX Text 1.83M (6')

AutoCAD SHX Text

CONSTRUCTION CENTERLINE

AutoCAD SHX Text 3.05M (10')

AutoCAD SHX Text

2%, TYP

AutoCAD SHX Text

COMPACTED NATIVE SUBGRADE

AutoCAD SHX Text

EXISTING ROAD BASE

AutoCAD SHX Text

TYPICAL GRAVEL ROADWAY SECTION

NTS

cr ip tio n

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LEGEND

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

CONSTRUCTION CENTERLINE

AutoCAD SHX Text EXISTING PRIMARY ELECTRICAL POWER MANHOLE AND TRANSFORMER CLOSEST TO PROPOSED SITE

AutoCAD SHX Text

PROPOSED PRIMARY POWER DUCT BANK. SEE TYPICAL CONDUIT TRENCH DETAIL

AutoCAD SHX Text

MEMBRANE STRUCTURES

AutoCAD SHX Text

MEMBRANE STRUCTURES

AutoCAD SHX Text

MEMBRANE STRUCTURES

AutoCAD SHX Text

MEMBRANE STRUCTURES

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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

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

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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

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

LIMITS OF DISTURBANCE

AutoCAD SHX Text

ELECTRICAL TRANSFORMER

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 1=20

AutoCAD SHX Text

AutoCAD SHX Text 150mm MIN.

AutoCAD SHX Text 305mm

AutoCAD SHX Text 100mm

AutoCAD SHX Text

SEE TYPICAL ROADWAY SECTIONS

AutoCAD SHX Text

760MM

AutoCAD SHX Text

400MM

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REUSE EXISTING TOP SOIL

AutoCAD SHX Text

NON-PAVED AREAS

AutoCAD SHX Text

PAVED AREAS

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PERMANENT YELLOW DETECTABLE MARKER TAPE WITH VOLTAGE OF CABLE INDICATED ON TAPE.

AutoCAD SHX Text

SELECT GRANULAR BACKFILL

AutoCAD SHX Text

FINE GRANULAR BACKFILL

AutoCAD SHX Text

SAND BASE

AutoCAD SHX Text

QUANTITY AND SIZES OF CONDUITS AS SPECIFIED ON PLANS

AutoCAD SHX Text

EXCAVATED MATERIAL FREE FROM ORGANICS, CLODS, ETC.

AutoCAD SHX Text

TYPICAL CONDUIT TRENCH DETAIL

AutoCAD SHX Text

NTS

NOTE: CONDUIT TO BE PLACED 0.6096 (2') FROM EDGE OF WEST EDGE OF ROADWAY PAVEMENT cr ip tio n

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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.

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

EXISTING FRONTAGE ROAD

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G-101.pdf

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C-100.pdf

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C-200.pdf

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C-300.pdf

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C-301.pdf

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C-302.pdf

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C-400.pdf

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C-500.pdf

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C-301.pdf

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C-300.pdf

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C-301.pdf

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