A.2.11.3 W9128A22B0001 Drawings.pdf

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C T

N

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

L Y

W A

D

F

R

E P

L A

E

U E

L

P

I P

I N

G

T s

A

D

V

N

T

L I N

A

B

L D

G

S C

H O

F I E

B

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

P

E

N G

I N

E E

R S

H O

N O

L U

I S

T R

I C

T

F O

R

H A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

PROJECT

LOCATION

FY22 REPLACE FUEL PIPING, USTs, AND VENT LINES AT BLDG 80

VICINITY PLANPROJECT LOCATION MAP

US Army Corps of Engineers

SCHOFIELD BARRACKS

OAHU, HAWAII

DESIGN COMPLETE SUBMITTAL

JULY 2022

SCHOFIELD

BARRACKS

TASK ORDER No. W9128A-20-F-0028

CONTRACT No. W9128A-18-D-0001

PLAN NORTH PLAN NORTH

G-001

C O

V E

R

S

H E

E T

K

O

D E

L L

K

O

D E

L L

M

F

U R

R

F Y

S

B G

D

W G

M

F

U

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

W A

D

R

E P

L A

E

L

P

I P

I N

T s

A

N

T

L I N

B

L D

G

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H O

N O

L U

S

T R

I C

T

F O

A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

DRAWING INDEX

SHT. NO. DRAWING TITLE

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003

GENERAL NOTES, ABBREVIATIONS AND LEGENDS

G-004 CONSTRUCTION AND ENVIRONMENTAL NOTES

G-005 CONSTRUCTION AND ENVIRONMENTAL NOTES

G-006 CONTRACTOR ACCESS ROUTE PLAN

G-007

PHOTOS (1 OF 2)

G-008

PHOTOS (2 OF 2)

C-101 EXISTING CONDITIONS PLAN

C-102 DEMOLITION PLAN

C-103 OVERALL SITE PLAN

C-401 ENLARGED TANK AREA SITE PLAN

C-402

ENLARGED DISPENSER AREA SITE PLAN (1 OF 2)

C-403

ENLARGED DISPENSER AREA SITE PLAN (2 OF 2)

C-404 ENLARGED TANK AREA GRADING PLAN

C-501 DEMOLITION DETAILS

C-502 PAVEMENT DETAILS

C-503 EROSION CONTROL DETAILS

M-001

GENERAL NOTES, LEGEND, SCHEDULES AND ABBREVIATIONS

M-101 FUELING SYSTEM OVERALL SITE LAYOUT PLAN

M-301 FUEL STORAGE TANK ELEVATIONS

M-401 TANKS SITE LAYOUT PLAN

M-501

MECHANICAL FUELING SYSTEM DETAILS (1 OF 3)

M-502

MECHANICAL FUELING SYSTEM DETAILS (2 OF 3)

M-503

MECHANICAL FUELING SYSTEM DETAILS (3 OF 3)

M-601 FUEL SYSTEM FLOW DIAGRAM

M-602 FUEL SYSTEM PIPING PLAN AND ISOMETRIC

M-603 FUEL SYSTEM EQUIPMENT SCHEDULE

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

E-002 HAZARD AREA CLASSIFICATION SITE PLAN

E-003 HAZARD AREA CLASSIFICATION DETAILS

E-101 OVERALL ELECTRICAL SITE PLAN

E-102 ENLARGED ELECTRICAL SITE PLAN

E-103 ENLARGED ELECTRICAL SITE PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-601 DISPENSER CONDUIT AND CABLE SCHEMATICS

E-602 TANK FARM CONDUIT AND CABLE SCHEMATICS

E-603 ENVIRONMENTAL MONITORING SCHEMATICS

E-604 PANEL SCHEDULE ELEVATION AND REQUIREMENTS

G-002

D R

A W

I N

G

I N

D E

X

K

O

D E

L L

K

O

D E

L L

M

F

U R

R

F Y

S

B G

D

W G

M

F

U

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

W A

D

R

E P

L A

E

L

P

I P

I N

T s

A

N

T

L I N

B

L D

G

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H O

N O

L U

S

T R

I C

T

F O

A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

REINFORCED CONCRETE PIPE

UNITED STATES COASTAL AND

SANITARY SEWER MANHOLE

UNDERGROUND ELECTRICAL LINE

STATION

YARD INLET

TEL

VERTICAL CURVE

GEOLOGICAL SURVEY

UNDERGROUND

WELDED WIRE FABRIC

SQUARE YARD

TIE DOWN

TEMPORARY BENCH MARK

TOP OF CURB

TOP OF GRATE

TOP OF COVER

TYPICAL

SANITARY SEWER

STORM DRAIN

REINFORCED SLAB

CALIFORNIA BEARING RATIOCBR

FINISHED FLOOR ELEVATIONFFEL

DIA

EFSO

EHH

Ø

COC

COR

CONC

DI

CMP

CO

CC

DIAMETER

EMERGENCY FUEL SHUTOFF

ELECTRICAL HANDHOLE

DIAMETER

CENTER TO CENTER

CORRUGATED METAL PIPE

CENTER OF CURVE

CONCRETE

DROP INLET

CORNER

CLEANOUT

BBL

BOP

C

L

CB

ACM

AFFF

A/G

AD

ABI

AQUEOUS FILM FORMING FOAM

BOTTOM OF PIPE

ASBESTOS CEMENT

BARREL

CENTERLINE

CATCH BASIN

AREA DRAIN

ABOVEGROUND

ADDITIVE BID ITEM

TBM

HORIZONTALHORZ.

R

LOW POINT DRAIN PIT

HIGH POINT VENT PIT

ISOLATION VALVE VAULT

HYDRANT SERVICE VEHICLE

LATERAL CONTROL PIT

LOW POINT DRAIN

HIGH POINT VENT

INVERT ELEVATION

INVERTINV

LPD

LPDP

LT

M

IVV

LCP

KL

LEFT

KILOLITER

HW

IN

IE

HPVP

HSV

HPV

HEADWALL

INCH

PRC

PVC

PVI

PVT

PSI

PT

PRT

PCCP

PI

PIV

PC

PCC

OFF

RADIUS

POINT OF VERTICAL INTERSECTION

POINT OF COMPOUND CURVE

POINT OF VERTICAL TANGENCY

POINT OF REVERSE CURVE

POINT OF VERTICAL CURVE

POINT OF TANGENCY

POUND PER SQUARE INCH

PRODUCT RECOVERY TANK

POINT OF INTERSECTION

PORTLAND CEMENT

POINT OF CURVATURE

POST INDICATOR VALVE

CONCRETE PAVEMENT

OFFSET

U/G

VC

WWF

W

YI

WATER

TYP

T/C

T/G

TOC

UE

TD

FLEXIBLE MEMBRANE LINER

GLOBAL POSITIONING SYSTEM

FIBERGLASS REINFORCED PIPE

FOREIGN OBJECT DAMAGE

FINISHED GRADE ELEVATION

FIBER OPTICS CABLE

FIRE HYDRANT

FRP

GPS

FML

FOD

FH

FOC

FG

NTS

OA

OC

MIN

NO.

mm

MAX

ABBREVIATIONS

NOT TO SCALE

OUTLET APRON

ON CENTER

MILLIMETER

MINIMUM

NUMBER

MAXIMUM

STA

RCP

SSMH

SS

SY

RT

SD

RD

RIGHT

ROAD

R

GENERAL NOTES

A/G FUEL LINE

ELECTRICAL LINE

OVERHEAD

U/G FUEL LINE

MAJOR CONTOUR

SPOT ELEVATION

SECURITY FENCE

STORM DRAIN

MANHOLE

ELECTRIC SERVICE

BOX

BOLLARD

WATER VALVE

WATERLINE

POWER POLE WITH

COMMUNICATIONS BOX

GUY WIRE

FIRE HYDRANT

EMERGENCY SHUT-

OFF CABLE

U/G ELECTRIC

SERVICE

STORM DRAIN

PIPE

ES

E

WATER METER

WATER FAUCET

SIGNAGE

POWER POLE

VALVES

NEWEXISTING

LEGEND

.0 x

.5 x 15.5

.0

OCCUPATIONAL SAFETY &

INSIDE DIAMETER

HEALTH ADMINISTRATION

DV

DIP

EL

EMH ELECTRICAL MANHOLE

DIVERSION VALVE

DUCTILE IRON PIPE

ELEVATION

MW

OSHA

ID

MH

MANWAY

METER

MANHOLE

USCS

WV

PVC

&GS

POLYVINYL CHLORIDE

WATER VALVE

COE CORPS OF ENGINEERS

TELEPHONE

YARD HYDRANTYH

GPMH GRINDER PUMP MANHOLE

SANITARY SEWER FORCE MAINSSFM

STAINLESS STEELSS

B BOLLARD

ENLARGED VIEW

LIMIT LINE

LIGHT POLELP

1/32"=1'-0"

20'0' 100'40' 60' 80' 120'

NORTH ARROW

DRAWING SCALE INDICATOR

DETAIL CALLOUT INDICATOR

EXTERIOR ELEVATIONS INDICATOR

WALL SECTION INDICATOR

BUILDING SECTION INDICATOR

DRAWING TITLE INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

DIRECTION OF CUTTING PLANE

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LIMIT OF CUTTING PLANE

LINE OF CUTTING PLANE

SHEET DETAIL IS LOCATED ON

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LINE OF CUTTING PLANE

DRAWING VIEW NUMBER

DRAWING VIEW SCALE

DRAWING VIEW TITLE

1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND FEDERAL REGULATIONS THAT ARE PERTINENT TO THIS WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY

ALL COSTS ASSOCIATED WITH PERMITS, INSURANCE AND LICENSES REQUIRED TO ACCOMPLISH THIS WORK.

2. ANY DAMAGE TO THE EXISTING ROADWAYS, FACILITIES OR IMPROVEMENTS CAUSED BY THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR EQUIPMENT DURING CONSTRUCTION SHALL

BE REPAIRED AT THE SOLE EXPENSE OF THE CONTRACTOR. PHOTOS OF EXISTING CONDITIONS SHALL BE GIVEN TO THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK. WORK

AROUND EXISTING UTILITIES SHALL BE PERFORMED IN A MANNER THAT WILL AVOID DAMAGE AND/OR INTERRUPTION TO THE UTILITIES. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

3. THE CONTRACTOR SHALL ENSURE THAT ANY EQUIPMENT USED TO COMMUNICATE WITH THEIR WORK FORCES DOES NOT INTERFERE WITH ANY BASE FACILITIES OR OPERATIONS.

4. NO OPEN BURNING IS PERMITTED ON THE PROJECT SITE.

5. THE CONTRACTOR SHALL CONFINE HIS EMPLOYEES, SUBCONTRACTORS AND EQUIPMENT TO THE PROJECT WORK AREA. HAUL TRUCKS MUST BE COVERED AND ANY SPILLAGE OF DEBRIS MUST

BE PROMPTLY REMOVED.

6. SMOKING, MATCHES OR LIGHTERS ARE NOT ALLOWED WITHIN THE PROJECT SITE. THE CONTRACTOR WILL POST SIGNS WITH THIS INFORMATION.

7. ALL CONSTRUCTION ACCESS IS THROUGH THE GATE AND ALONG THE ROADS AS SHOWN. AT NO TIME WILL THE CONTRACTOR'S EMPLOYEES OR EQUIPMENT BE ALLOWED ON OTHER ROUTES

OR IN AREAS OTHER THAN THE PROJECT AREA WITHOUT PRIOR CLEARANCE WITH THE CONTRACTING OFFICER. HAUL TRUCKS MUST BE COVERED AND ANY SPILLAGE OF DEBRIS MUST BE

PROMPTLY REMOVED.

8. THE CONTRACTOR WILL CONTROL DUST, WASTE AND DEBRIS RESULTING FROM HIS OPERATIONS AT ALL TIMES. THE CONTRACTOR WILL HAVE THE MEANS TO CLEAN AND REMOVE ANY DEBRIS

OR EARTH MATERIAL DROPPED ON ANY ROADWAY AT ALL TIMES. FAILURE TO PROPERLY REMOVE ANY SPILLED MATERIAL MAY RESULT IN THE STOPPING OF THE CONSTRUCTION ACTIVITY

UNTIL THE SITUATION IS CORRECTED.

9. SUB-SURFACE INFORMATION HAS BEEN OBTAINED FROM AS-BUILTS.

10. THE INFORMATION SHOWN ON THE DRAWING CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS

RESPONSIBLE FOR MAKING HIS OWN INVESTIGATIONS AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID ANY DAMAGE. THE CONTRACTOR WILL

WALK ALL AREAS WITH A UTILITY LOCATOR AND MARK LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. UTILITY PROVIDERS WILL

BE NOTIFIED AND SHALL HAVE THE OPTION TO ACCOMPANY THIS FIELD INVESTIGATION. EXPLORATORY EXCAVATIONS IN THE VICINITY OF EXISTING UNDERGROUND UTILITIES, WILL BE CARRIED

OUT WITH HAND TOOLS UNTIL THE EXACT CHARACTER AND LOCATION OF SUCH FACILITIES ARE DETERMINED.

11. THE CONTRACTOR WILL INSTALL AND MAINTAIN THE EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP). REMOVAL OF TEMPORARY EROSION AND SEDIMENT BMP'S WILL

NOT OCCUR UNTIL RECEIVING CONTRACTING OFFICER'S APPROVAL.

12. EXACT LIMITS OF STAGING AREAS WILL BE DETERMINED BY THE CONTRACTING OFFICER. UPON COMPLETION OF THE WORK, THE STAGING AREAS WILL BE CLEANED AND RESTORED TO ITS

ORIGINAL CONDITION.

13. THE USE OF CRANES WILL BE COORDINATED THROUGH THE CONTRACTING OFFICER.

14. THE GENERAL CONTRACTOR AND SUBCONTRACTORS WILL BE REQUIRED TO COMPLY WITH OSHA 29 CFR 1910.46 PERMIT WHICH IS REQUIRED FOR CONFINED SPACES BEFORE PROCEEDING

WITH A CONFINED SPACE ENTRY. THE CONTRACTOR WILL SUBMIT A CONFINED SPACE PLAN TO THE CONTRACTING OFFICER FOR APPROVAL.

15. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO COMMENCING OPEN TRENCH EXCAVATION TO A DEPTH OF FOUR (4) FEET OR MORE. ALL EXCAVATIONS, TRENCHES, OPEN MANHOLES, ETC. WILL BE PROPERLY SHORED, BRACED, BARRICADED OR GUARDED IN ACCORDANCE WITH THE PROVISIONS OF TITLE 29 CODE OF FEDERAL REGULATION, PARTS 1926, “CONSTRUCTION SAFETY AND HEALTH STANDARDS”. WARNING LIGHTS OR OTHER ILLUMINATION MAINTAINED FROM SUNSET TO SUNUP SHALL BE PLACED AT ALL EXCAVATIONS WHICH ARE

ADJACENT TO PEDESTRIAN OR VEHICLE THOROUGHFARES. ADEQUATE PHYSICAL PROTECTION WILL BE PROVIDED AT ALL REMOTELY LOCATED EXCAVATIONS.

16. PETROLEUM CONTAMINATED SOILS MAY BE ENCOUNTERED DURING EXCAVATIONS. IMMEDIATELY NOTIFY THE CONTRACTING OFFICER. DO NOT DISTURB THIS MATERIAL UNTIL AUTHORIZED BY

THE CONTRACTING OFFICER. SEE SPECIFICATION SECTION 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL.

17. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT. BEFORE DISRUPTING SERVICE (OUTAGE) TO ANY UTILITY (WATER OR ELECTRICAL), THE

CONTRACTOR SHALL PROVIDE A MINIMUM OF FORTY-FIVE DAY WRITTEN NOTICE TO THE CONTRACTING OFFICER. ALL UTILITY OUTAGES MUST BE APPROVED BY THE CONTRACTING OFFICER.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TOURING THE PROJECT AREA PRIOR TO AND DURING EXCAVATIONS TO LOCATE EXISTING UTILITIES.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS OF EXISTING UTILITIES PRIOR TO TRENCHING.

20. THE CONTRACTOR SHALL MINIMIZE DISTURBANCES TO PARKING AREAS, WALKWAYS, AND ROADWAYS.

21. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND CONSTRUCTION OPERATIONS TO ENSURE THE SAFETY OF PERSONNEL. AT THE END OF THE WORKING DAY THE FENCING

SHALL REMAIN AROUND THE WORK AREA.

22. THE CONTRACTOR SHALL PROTECT TREES AND SHRUBS, AND MAKE PROVISIONS TO RESTORE AND/OR REPLACE DAMAGED TREES AT HIS OWN EXPENSE.

23. TAKE REASONABLE PRECAUTIONS TO MINIMIZE FUGITIVE DUST GENERATED FROM CONSTRUCTION ACTIVITIES. PLEASE SEE HAWAII ADMINISTRATIVE RULES 11-60.1-33, "FUGITIVE DUST" FOR A

DESCRIPTION OF REASONABLE PRECAUTIONS: https://health.hawaii.gov/cab/files/2019/04/Hawaii-Fugitive-Dust-Fact-Sheet-April-2019.pdf

24. THE SHOPPETTE STORE WILL REMAIN IN CONTINUOUS NORMAL OPERATION DURING CONSTRUCTION (M-F 0600-2200, SAT 0700-2200, SUN 0800-2000). WORK IN THE STORE WILL NEED TO BE

COORDINATED WITH STORE MANAGER DUE TO NOISE, DUST AND OTHER CONSTRUCTION CONCERNS. FOR FEATURES OF WORK THAT MAY AFFECT STORE OPERATIONS, COORDINATE WITH THE

AAFES STORE MANAGER. ELECTRICAL POWER OUTAGES MAY BE SCHEDULED EITHER BEFORE OR AFTER THE STORE HOURS OF OPERATION.

UNDERGROUND GAS LINE

BENCHMARK

MONITORING WELL

BORING HOLE LOCATION

FLOW LINE

DDI DOUBLE DROP INLET

OCS OUTLET CONTROL STRUCTURE

STORM STRUCTURESTR

STORM DRAIN LINESTM LINE

DRAWING TARGET LEGEND

NEWEXISTING

SD

W

FOD FENCE FOD

JERSEY BARRIERS

TRAFFIC DIRECTION

MINOR CONTOUR

.5

.5

CLEANOUT

CO

CDV CONTAINMENT DRAIN VALVE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

ASPHALT OVERLAY ON

CONCRETE PAVEMENT

PHOTO LOCATION

A1

B2

ASPHALT PAVEMENT

DEMOLITION

CONCRETE PAVEMENT

DEMOLITION

ASPHALT OVERLAY ON

CONCRETE PAVEMENT

DEMOLITION

OVERHEAD POWER

LINE REMOVAL

REINFORCED CONCRETE

PAVEMENT

GRASSED AREA

N

G-003

G E

N E

R A

L

N

O T

E S

A

B B

R E

V I A

T I O

G E

N D

S

K

O

D E

L L

K

O

D E

L L

A

B

R O

W N

F Y

S

B G

D

W G

M

F

U

CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. NO CONSTRUCTION SHALL BE DONE DURING THE ON-BASE QUIET TIME OF 10:00 PM TO 6:00 AM, EXCEPT AS APPROVED BY THE CONTRACTING OFFICER.

3. ALL CONSTRUCTION ACTIVITIES SHALL BE WITHIN PROJECT LIMITS (INSIDE TEMPORARY STEEL PERIMETER FENCE).

4. THE CONTRACTOR SHALL KEEP THE AREA CLEAN AND CLEAR OF DIRT AND DUST.

PETROLEUM CONTAMINATED SOILS NOTES

1. CONTAMINATED SOIL SHALL BE SEGREGATED AND STOCKPILED IN A STORAGE CONTAINMENT AREA DESIGNATED BY THE CONTRACTING OFFICER AND CONSTRUCTED BY THE

CONTRACTOR. CONTAMINATED SOIL SHALL BE STOCKPILED AS SPECIFIED. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ENSURE THAT STORM WATER DOES NOT MIX WITH

CONTAMINATED SOILS IN THE STORAGE CONTAINMENT AREA. THE CONTRACTOR SHALL ENSURE THAT, IN THE EVENT THAT STORM WATER MIXES WITH THE CONTAMINATED

SOILS IN THE STORAGE CONTAINMENT AREA, THE STORM WATER IS NOT DISCHARGED INTO STATE WATERS. FOR THE PURPOSES OF BIDDING, IT HAS BEEN ESTIMATED THAT 30

TONS OF NONHAZARDOUS PETROLEUM CONTAMINATED SOILS WILL REQUIRE REMOVAL.

2. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WITHIN ONE HOUR OF THE DISCOVERY OF CONTAMINATED MATERIALS.

3. SOIL EXCAVATION:

A. THE CONTRACTOR SHALL PLACE CONTAMINATED SOIL FROM THE EXCAVATION INTO SEPARATE HOLDING CELLS AS SPECIFIED.

B. EXCAVATION SHALL BE DONE UNDER THE SUPERVISION OF THE CONTRACTING OFFICER OR AUTHORIZED REPRESENTATIVE.

C. CONTAMINATED SOILS SHALL BE PLACED ON HIGH-DENSITY POLYETHYLENE SHEETING.

4. SOIL TRANSPORTATION/DISPOSAL:

A. THE BED OF THE TRUCK USED FOR TRANSPORTING SOIL SHALL BE CLEAN AND CAPABLE OF HOLDING THE SOIL WITHOUT SPILLAGE OR LEAKAGE.

B. THE CONTRACTOR SHALL EMPLOY A PLACEMENT METHOD THAT DOES NOT DISTURB OR DAMAGE THE POLYETHYLENE LINER. THE DRIVING OF MACHINERY ONTO THE SOIL

IS STRICTLY PROHIBITED.

C. THE CONTRACTOR SHALL LEAVE THE TEMPORARY EXCAVATED SOIL STOCKPILE AREA FREE OF EXCESS MATERIALS.

D. THE CONTRACTOR SHALL MOISTEN THE SOIL ENOUGH TO MINIMIZE DUST, IF NECESSARY, BUT LEAVE NO STANDING WATER.

E. IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING DEWATERING SYSTEMS.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF CONTAMINATED SOILS AT AN EPA APPROVED DUMPSITE.

5. SOIL SAMPLING AND ANALYSIS:

A. SOIL SAMPLING, IF REQUIRED, SHALL BE PERFORMED BY A QUALIFIED AND COMPETENT PERSON WITH DEMONSTRABLE FIELD EXPERIENCE IN THE REQUIRED

ENVIRONMENTAL SAMPLING. LABORATORY SERVICES SHALL BE PROVIDED BY ENVIRONMENTAL LABORATORIES COMPLIANT WITH THE MOST CURRENT PUBLISHED

VERSION OF THE DEPARTMENT OF DEFENSE QUALITY SYSTEMS MANUAL (DOD QSM) AND HOLDING CURRENT NATIONAL ENVIRONMENTAL LABORATORY ACCREDITATION

PROGRAM (NELAP) OR DEPARTMENT OF DEFENSE ENVIRONMENTAL LABORATORY ACCREDITATION PROGRAM (DOD ELAP). ACCREDITATION IN GOOD STANDING IS

REQUIRED FOR ALL APPROPRIATE FIELDS-OF-TESTING.

WATER POLLUTION AND HOUSEKEEPING NOTES

1. MATERIALS POLLUTION PREVENTION PLAN:

A. MATERIAL MANAGEMENT PRACTICES SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO

STORM WATER RUNOFF. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT AS IS REQUIRED TO DO THE JOB.

B. ALL MATERIALS STORED ONSITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER

ENCLOSURE.

C. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL.

D. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.

E. WHENEVER POSSIBLE, A PRODUCT SHALL BE USED UP COMPLETELY BEFORE DISPOSING OF THE CONTAINER.

F. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED.

G. THE CONTRACTOR SHALL CONDUCT A DAILY INSPECTION TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ONSITE.

2. ONSITE AND OFFSITE PRODUCTS SPECIFIC PLAN:

A. THE FOLLOWING PRODUCT SPECIFIC PRACTICES SHALL BE FOLLOWED ONSITE:

1. PETROLEUM BASED PRODUCTS: ALL ONSITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE

CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED

ONSITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION.

2. PAINTS: ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE DRAINAGE

SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS OR FEDERAL, STATE AND LOCAL REGULATIONS.

3. CONCRETE TRUCKS: CONCRETE TRUCKS SHALL BE ALLOWED TO WASH OUT OR DRUM WASH WATER ONLY AT DESIGNATED SITE. WATER SHALL NOT BE DISCHARGED IN

THE DRAINAGE SYSTEM OR WATERS OF THE UNITED STATES. THE CONTRACTOR SHALL CLEAN DISPOSAL SITE AS REQUIRED OR AS REQUESTED BY THE CONTRACTING

OFFICER.

EROSION CONTROL AND BEST MANAGEMENT PRACTICE (BMP) NOTES

1. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY EARTHWORK IS INITIATED.

2. SLOPE PROTECTION IS REQUIRED ON AREAS WITH SLOPES GREATER THAN 15% AND ON AREAS OF MODERATE SLOPE THAT ARE PRONE TO EROSION UNLESS THEY ARE BEING

ACTIVELY WORKED. USE DIVERSION UPSTREAM OF SLOPE (DIKES, SWALES, SLOPE DRAINS) TO DIVERT WATER AROUND THE SLOPE. PROVIDE A 10-FOOT BUFFER ZONE AT THE

TOE OF SLOPE. ONLY 5 ACRES MAY BE DISTURBED AT ANY TIME ON SLOPES GREATER THAN 15%.

3. TEMPORARY STABILIZATION IS REQUIRED ON DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WHEN THE DISTURBED AREA WILL NOT BE WORKED FOR 14 CONSECUTIVE

DAYS OR MORE.

4. PERMANENTLY STABILIZE ALL DISTURBED AREAS USING VEGETATIVE COVERING, PAVEMENT, OR EQUIVALENT, PRIOR TO REMOVING EROSION AND SEDIMENT CONTROL

MEASURES. TRAPPED SEDIMENT AND AREAS OF DISTURBED SOIL WHICH RESULT FROM THE REMOVAL OF THE TEMPORARY MEASURES SHALL BE IMMEDIATELY AND

PERMANENTLY STABILIZED.

5. PRESERVE EXISTING VEGETATION. CLEARLY MARK THE AREAS TO BE PRESERVED WITH FLAGS OR TEMPORARY FENCING. WHEN TEMPORARY FENCING IS USED, FENCING MUST

BE ADEQUATELY SUPPORTED BY POSTS AND MAINTAINED IN AN UPRIGHT POSITION.

6. MINIMIZE SOIL COMPACTION IN AREAS WHERE FINAL STABILIZATION WITH VEGETATION OR INFILTRATION PRACTICES WILL BE INSTALLED. PROTECT AREAS FROM EXCESSIVE

COMPACTION DURING CONSTRUCTION. VEHICLE AND EQUIPMENT USE SHALL BE RESTRICTED, OR TECHNIQUES TO CONDITION THE SOIL TO SUPPORT VEGETATION SHALL BE

IMPLEMENTED IN THE AREAS THAT HAVE BEEN COMPACTED AND ARE DESIGNATED TO REMAIN VEGETATIVE OR AS POST-CONSTRUCTION INFILTRATION AREAS. CLEARLY MARK

THE AREAS TO BE AVOIDED WITH FLAGS OR TEMPORARY FENCING. WHERE TEMPORARY FENCING IS USED, FENCING MUST BE ADEQUATELY SUPPORTED BY POSTS AND

MAINTAINED IN AN UPRIGHT POSITION.

7. PERIMETER CONTROLS ARE REQUIRED DOWNSLOPE OF ALL DISTURBED AREAS. MAINTAIN DOWNSTREAM VEGETATED BUFFER AREA.

8. SEDIMENT FENCES OR BARRIERS SHALL BE USED DOWNSLOPE OF ALL DISTURBED AREAS. UNTIL SLOPES ARE STABILIZED A SEDIMENT FENCE OR BARRIER SHALL BE INSTALLED

AT THE TOE OF THE SLOPE AND ON CONTOURS AT THE FOLLOWING SPACING:

SLOPE > 2H:1V 10 FEET SPACING

SLOPE > 4H:1V AND < 2H:1V 15 FEET SPACING

SLOPE < 4H:1V 20 FEET SPACING

9. INLET PROTECTION MEASURES.

A. ALL STORM DRAIN INLETS ONSITE AND THOSE OFFSITE WHICH MAY RECEIVE RUNOFF FROM THE SITE SHALL USE AN INLET PROTECTION DEVICE UNLESS THEY ARE

DIRECTED TO A SEDIMENT BASIN.

B. SEDIMENT LEVELS MAY NOT EXCEED ONE THIRD OF THE HEIGHT OF SEDIMENT BARRIER OR INLET PROTECTION DEVICE AT ANY POINT ALONG THE LENGTH OF THE

SEDIMENT BARRIER OR THE INLET PROTECTION DEVICE.

C. SEDIMENT BARRIERS AND INLET PROTECTION DEVICES MUST BE UNCLOGGED AND CLEANED WHEN PERFORMANCE IS COMPROMISED.

D. TORN, WEATHERED OR SAGGING SEDIMENT BARRIERS OR INLET PROTECTION DEVICES MUST BE REPAIRED OR REPLACED IMMEDIATELY.

10. SEDIMENT BASINS MUST BE KEPT IN EFFECTIVE OPERATING CONDITION AND SEDIMENT SHALL BE REMOVED TO MAINTAIN AT LEAST ONE HALF OF THE DESIGN CAPACITY AT ALL

TIMES.

11. TRACKING CONTROL MEASURES.

A. MINIMIZE SEDIMENT TRACK-OUT ONTO OFF-SITE STREETS, OTHER PAVED AREAS, AND SIDEWALKS FROM VEHICLES EXITING THE CONSTRUCTION SITE BY RESTRICTING

VEHICLE TRAFFIC TO PROPERLY DESIGNATED AREAS AND USING ADDITIONAL CONTROLS TO REMOVE SEDIMENT FROM VEHICLE TIRES PRIOR TO EXITING THE SITE.

B. VEHICULAR PARKING AND MOVEMENT ON PROJECT SITES MUST BE CONFINED TO PAVED SURFACES OR PREDEFINED PARKING AREAS AND VEHICLE PATHS, WHICH SHALL BE

MARKED WITH FLAGS OR BOUNDARY FENCING.

C. ALL POLLUTANTS AND MATERIALS THAT ARE DROPPED, WASHED, TRACKED, SPILLED, OR OTHERWISE DISCHARGED FROM A PROJECT SITE TO OFF-SITE STREETS, OTHER

PAVED AREAS, SIDEWALKS OR THE MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) MUST BE CLEANED USING DRY METHODS SUCH AS SWEEPING OR VACUUMING.

D. WASHING POLLUTANTS AND MATERIALS THAT ARE DISCHARGED FROM THE PROJECT SITE TO THE MS4 INTO DRAIN INLETS OR CATCH BASINS IS PROHIBITED UNLESS THE

MATERIAL IS SEDIMENT AND THE INLETS ARE DIRECTED TO A SEDIMENT BASIN OR SEDIMENT TRAP.

12. BEST MANAGEMENT PRACTICES (BMPs) SHALL NOT BE REMOVED UNTIL FINAL STABILIZATION IS COMPLETE FOR THAT PHASE.

RAIN RESPONSE PLAN

1. THE FOLLOWING WILL BE PERFORMED WHEN HEAVY RAINS, STORM OR HURRICANE IS IMMINENT OR IS FORECASTED IN THE NEXT 48 HOURS:

2. TEMPORARY SUSPENSION OF ACTIVE GRADING, GRUBBING AND TRENCHING.

3. INSPECT ALL SEDIMENT BASINS, TEMPORARY DITCHES/SWALES, PERIMETER CONTROLS, AND INLET PROTECTION DEVICES, AND MAINTAIN AS NEEDED. REINSTALL ANY

PERIMETER CONTROLS THAT WERE REMOVED DUE TO ACTIVE WORK IN THE AREA. IF A SEVERE STORM IS EXPECTED, REMOVE INLET PROTECTION DEVICES TO PREVENT

FLOODING ON SURROUNDING STREETS.

4. COVER OR RELOCATE MATERIAL STOCKPILES AND LIQUID MATERIAL CONTAINERS TO AVOID CONTACT WITH RAINWATER.

5. PLACE SPILL PANS OR OIL-ONLY SPILL PADS UNDER CONSTRUCTION VEHICLES TO PREVENT RUNOFF FROM CONTACTING ANY SPILLED PETROLEUM PRODUCTS. PROPERLY

DISPOSE OF ANY ACCUMULATED OILY WATER AFTER THE RAIN EVENT.

6. BALLAST THE NEW TANKS IF THERE IS AN OPEN PIT AND COVER HAS NOT YET BEEN PLACED OVER THE TANKS TO ENSURE THAT THE TANKS DO NOT FLOAT DURING

INSTALLATION.

7. RE-INSPECT AFTER THE APPROACHING HEAVY RAINS, STORM OR HURRICANE, AND REPLACE OR MAINTAIN BMPs AS NEEDED.

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

W A

D

R

E P

L A

E

L

P

I P

I N

T s

A

N

T

L I N

B

L D

G

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H O

N O

L U

S

T R

I C

T

F O

A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

G-004

C O

N S

T R

U C

T I O

N

A

V

I R

O N

M E

N T

A L

N

O T

E S

A

B

R O

W N

J

J A

C O

B I

A

B

R O

W N

F Y

S

B G

D

W G

M

F

U

GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES (BMPs)

1. STREET SWEEPING AND VACUUMING. ALL POLLUTANTS DISCHARGED FROM THE CONSTRUCTION SITE TO OFFSITE AREAS MUST BE SWEPT OR VACUUMED EACH DAY

BEFORE LEAVING THE JOB SITE..

2. MATERIALS DELIVERY, STORAGE AND USE MANAGEMENT. PREVENT, REDUCE, OR ELIMINATE THE DISCHARGE OF POLLUTANTS FROM MATERIAL DELIVERY, STORAGE, AND USE TO THE STORM WATER SYSTEM OR WATERCOURSES BY MINIMIZING THE STORAGE OF HAZARDOUS MATERIALS ONSITE, STORING MATERIALS IN A DESIGNATED

AREA AND INSTALLING SECONDARY CONTAINMENT. CONSTRUCTION MATERIALS, WASTE, TOXIC AND HAZARDOUS SUBSTANCES, STOCKPILES AND OTHER SOURCES OF

POLLUTION SHALL NOT BE STORED IN BUFFER AREAS, NEAR AREAS OF CONCENTRATED FLOW, OR AREAS ABUTTING THE STORM SEWER SYSTEM, RECEIVING WATERS, OR DRAINAGE IMPROVEMENTS THAT DISCHARGE OFF-SITE. PRIMARY AND SECONDARY CONTAINMENT CONTROLS AND COVERS SHALL BE IMPLEMENTED TO THE

MAXIMUM EXTENT PRACTICABLE.

3. SPILL PREVENTION AND CONTROL. CREATE AND IMPLEMENT SPILL PREVENTION AND RESPONSE PLANS TO ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANTS TO

THE STORM SEWER SYSTEM AND RECEIVING WATERS FROM LEAKS AND SPILLS BY REDUCING THE CHANCE FOR SPILLS, ABSORBING, CONTAINING, AND CLEANING UP

SPILLS AND PROPERLY DISPOSING OF SPILL MATERIALS. AT A MINIMUM, ALL PROJECTS SHALL CLEANUP ALL LEAKS AND SPILLS IMMEDIATELY.

4. HAZARDOUS MATERIALS. PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM HAZARDOUS WASTE THROUGH PROPER MATERIAL USE AND

WASTE DISPOSAL. IN THE EVENT THAT HAZARDOUS MATERIALS ARE DISCHARGED TO THE STORM SEWER SYSTEM, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER

REPRESENTATIVE (COR) OF THE DISCHARGE. A WRITTEN REPORT DESCRIBING THE POLLUTANTS THAT WERE DISCHARGED, THE REASONS FOR THE DISCHARGE, AND

THE MEASURES THAT HAVE BEEN TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF THE DISCHARGE SHALL BE SUBMITTED TO THE COR NO LESS THAN 3

DAYS AFTER NOTIFICATION.

5. NONHAZARDOUS MATERIALS. IN THE EVENT THAT NONHAZARDOUS MATERIALS ARE DISCHARGED TO THE STORM SEWER SYSTEM, NOTIFY THE COR NO LATER THAN THE

NEXT BUSINESS DAY. A WRITTEN REPORT DESCRIBING THE POLLUTANTS THAT WERE DISCHARGED, THE REASONS FOR THE DISCHARGE, AND THE MEASURES THAT HAVE

BEEN TAKEN OR WILL BE TAKEN TO PREVENT A REOCCURRENCE OF THE DISCHARGE SHALL BE SUBMITTED TO THE COR NO LESS THAN 3 DAYS AFTER NOTIFICATION.

6. VEHICLE AND EQUIPMENT CLEANING. ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM VEHICLE AND EQUIPMENT CLEANING

OPERATIONS BY USING OFF-SITE FACILITIES WHEN FEASIBLE, WASHING IN DESIGNATED, CONTAINED AREAS ONLY, AND ELIMINATING DISCHARGES TO THE STORM DRAIN

SYSTEM BY EVAPORATING AND/OR TREATING WASH WATER, AS APPROPRIATE OR INFILTRATING WASH WATER FOR EXTERIOR CLEANING ACTIVITIES THAT USE WATER

ONLY.

7. VEHICLE AND EQUIPMENT FUELING. PREVENT FUEL SPILLS AND LEAKS BY USING OFF-SITE FACILITIES, FUELING ONLY IN DESIGNATED AREAS, ENCLOSING OR COVERING

STORED FUEL, AND IMPLEMENTING SPILL CONTROLS SUCH AS SECONDARY CONTAINMENT AND ACTIVE MEASURES USING SPILL RESPONSE KITS.

8. VEHICLE AND EQUIPMENT MAINTENANCE. ELIMINATE AND MINIMIZE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM VEHICLE AND EQUIPMENT MAINTENANCE

OPERATIONS BY USING OFF-SITE FACILITIES WHEN FEASIBLE, PERFORMING WORK IN DESIGNATED AREAS ONLY, USING SPILL PADS UNDER VEHICLES AND EQUIPMENT, CHECKING FOR LEAKS AND SPILLS, AND CONTAINING AND CLEANING UP SPILLS IMMEDIATELY.

9. SOLID WASTE MANAGEMENT. PREVENT OR REDUCE DISCHARGE OF POLLUTANTS TO THE LAND, GROUNDWATER, AND IN STORM WATER FROM SOLID WASTE OR

CONSTRUCTION AND DEMOLITION WASTE BY PROVIDING DESIGNATED WASTE COLLECTION AREAS, COLLECT SITE TRASH DAILY, AND ENSURING THAT CONSTRUCTION

WASTE IS COLLECTED, REMOVED AND DISPOSED OF ONLY AT AUTHORIZED DISPOSAL AREAS.

10. SANITARY/SEPTIC WASTE MANAGEMENT. TEMPORARY AND PORTABLE SANITARY AND SEPTIC WASTE SYSTEMS SHALL BE MOUNTED OR STAKED IN, WELL-MAINTAINED

AND SCHEDULED FOR REGULAR WASTE DISPOSAL AND SERVICING. SOURCES OF SANITARY AND/OR SEPTIC WASTE SHALL NOT BE STORED NEAR THE STORM SEWER

SYSTEM OR RECEIVING WATERS.

11. STOCKPILE MANAGEMENT. STOCKPILES SHALL NOT BE LOCATED IN DRAINAGE WAYS, WITHIN 50 FEET FROM AREAS OF CONCENTRATED FLOWS, AND ARE NOT ALLOWED

IN THE ROAD. SEDIMENT BARRIERS, SILT FENCES OR COMPOST FILTER SOCKS SHALL BE USED AROUND THE BASE OF ALL STOCKPILES. STOCKPILES SHALL NOT EXCEED

15 FEET IN HEIGHT. STOCKPILES GREATER THAN 15 FEET IN HEIGHT SHALL REQUIRE 8 FOOT WIDE BENCHES AT 15 FOOT INCREMENTS. STOCKPILES MUST BE COVERED

WITH PLASTIC SHEETING OR A COMPARABLE MATERIAL OF THEY WILL NOT BE ACTIVELY USED WITHIN 7 DAYS.

12. LIQUID WASTE MANAGEMENT. LIQUID WASTE SHALL BE CONTAINED IN A CONTROLLED AREA SUCH AS A HOLDING PIT, SEDIMENT BASIN, ROLL-OFF BIN, OR PORTABLE

TANK OF SUFFICIENT VOLUME AND TO CONTAIN THE LIQUID WASTE GENERATED. CONTAINMENT AREAS OR DEVICES MUST BE IMPERMEABLE AND LEAK FREE AND

SHOULD NOT BE LOCATED WHERE ACCIDENTAL RELEASE OF THE CONTAINED LIQUID CAN DISCHARGE TO WATER BODIES, CHANNELS, OR STORM DRAINS.

13. CONCRETE WASTE MANAGEMENT. PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CONCRETE WASTE BY CONDUCTING WASHOUT

OFFSITE OR PERFORMING ONSITE WASHOUT IN A DESIGNATED AREA CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND

CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. PLASTIC LINING MATERIALS SHALL BE A MINIMUM OF 10 MILLIMETERS POLYETHYLENE SHEETING AND

SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. CONTAINMENT AREAS OR DEVICES SHOULD NOT

BE LOCATED WHERE ACCIDENTAL RELEASE OF THE CONTAINED LIQUID CAN DISCHARGE TO WATER BODIES, CHANNELS, OR STORM DRAINS. WASHOUT FACILITIES MUST

BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75 PERCENT FULL. ONCE CONCRETE WASTES ARE WASHED INTO

THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED AND DISPOSED OF AS SOLID WASTES.

14. CONTAMINATED SOIL MANAGEMENT. AT MINIMUM CONTAIN CONTAMINATED MATERIAL SOIL BY SURROUNDING WITH IMPERMEABLE LINED BERMS OR COVER EXPOSED

CONTAMINATED MATERIAL WITH PLASTIC SHEETING. CONTAMINATED SOIL SHOULD BE DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

W A

D

R

E P

L A

E

L

P

I P

I N

T s

A

N

T

L I N

B

L D

G

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H O

N O

L U

S

T R

I C

T

F O

A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

G-005

C O

N S

T R

U C

T I O

N

A

V

I R

O N

M E

N T

A L

N

O T

E S

A

B

R O

W N

J

J A

C O

B I

A

B

R O

W N

F Y

S

B G

D

W G

M

F

U

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

W A

D

R

E P

L A

E

L

P

I P

I N

T s

A

N

T

L I N

B

L D

G

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H O

N O

L U

S

T R

I C

T

F O

A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

PROJECT

LOCATION

A5 CONTRACTOR ACCESS ROUTE PLAN

NTS

HAUL

ROUTE

FOOTE

GATE

K

U

N

A

D

PLAN NORTH

CONTRACTOR'S

OPERATION

AND STORAGE

AREA (COSA)

NOTE:

1. FOR FOOTE GATE ACCESS, CONTRACTOR TO CONTACT SHAWN

STACKHOUSE, SECURITY BRANCH OPERATIONS LIEUTENANT OF

DIRECTORATE OF EMERGENCY SERVICES AT (808) 656-0707, OR

EMAIL AT SHAWN.O.STACKHOUSE2.CIV@MAIL.MIL 2 WEEKS PRIOR TO

ACCESS TO OBTAIN PASSES FOR EMPLOYEES. LIST OF EMPLOYEES

FOR ACCESS TO BE PROVIDED FOR PROCESSING.

2. CONTRACTOR SHALL SUBMIT PERSONNEL INFORMATION FOR ALL

BASE PASS REQUESTS. SEE EXAMPLE FORM AT THE END OF THE

SPECIFICATION SECTION 01 90 00 MISCELLANEOUS PROVISIONS.

3. TOTAL DISTURBED AREA = 0.90 ACRES.

K

O

L

E

K

O

E

N

U

E

G-006

C O

N T

R A

C T

C

E S

S

R

O U

A

N

A

B

R O

W N

J

J A

C O

B I

A

B

R O

W N

F Y

S

B G

D

W G

M

F

U

NTS

PHOTO #7

A2

NTS

PHOTO #4

C2

NTS

PHOTO #1

E2

NTS

PHOTO #8

A5

NTS

PHOTO #5

C5

NTS

PHOTO #2

E5

NTS

PHOTO #9

A8

NTS

PHOTO #6

C8

NTS

PHOTO #3

E8

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

W A

D

R

E P

L A

E

L

P

I P

I N

T s

A

N

T

L I N

B

L D

G

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H O

N O

L U

S

T R

I C

T

F O

A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

G-007

P H

O T

O

F

A

B

R O

W N

J

J A

C O

B I

A

B

R O

W N

F Y

S

B G

D

W G

M

F

U

NTS

PHOTO #7

A2

NTS

PHOTO #4

C2

NTS

PHOTO #1

E2

NTS

PHOTO #8

A5

NTS

PHOTO #5

C5

NTS

PHOTO #2

E5

NTS

PHOTO #9

A8

NTS

PHOTO #6

C8

NTS

PHOTO #3

E8

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

W A

D

R

E P

L A

E

L

P

I P

I N

T s

A

N

T

L I N

B

L D

G

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H O

N O

L U

S

T R

I C

T

F O

A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

G-008

P H

O T

O

F

A

B

R O

W N

J

J A

C O

B I

A

B

R O

W N

F Y

S

B G

D

W G

M

F

U

DS

POST

POST

COND.

DS

POST

DS

POST

DS

POST

DS

POST

DS

POST

" + " CUT

STA PAD-2

N 115,803.35

E 1 ,624,825.48

ELEV.=860.37

" Y " CUT

STA PAD-1

N 115,632.11

E 1,624,679.23

ELEV.=862.07

" Y " CUT

STA CURB

N 115,843.84

E 1 ,624,594.42

ELEV.=861.54

D

860.97

861.77

861.82

861.77861.73

861.73

861.85 861.94

861.86

861.85

861.69

861.95

861.95

861.71 861.22

861.04

860.59

860.89

861.47

861.50

860.87

860.88

860.51

860.72

860.25

860.19

861.32

861.33

861.33

861.33

861.30

861.32

861.29

861.29

861.30

861.34

861.34

861.32

861.30

859.64

860.29

859.87

860.09

860.62

860.62

860.65

860.60

861.18

861.20

861.18

860.41

860.52

860.55

860.34

861.76

861.75

861.66

861.13

861.20

861.93

861.93

860.71

860.54

861.85 861.83

861.90 861.99 861.97

861.73

861.72 861.69

861.09

860.62

860.93

860.91

860.96

860.82

860.62

860.53 860.55

860.59

860.53 860.47

860.44

860.79

860.86

860.94

860.98

860.90

860.83 860.64

860.55

860.66

860.64

860.61 860.55

860.34

860.04 859.57

859.10

858.79

858.38

860.55

861.12

859.15

859.45 859.79

859.86

858.46

859.50

858.80

858.81

858.45

858.21

856.95

857.05

856.63

857.01

856.56

855.92

856.53

856.55

857.29 857.84

858.56

859.06

859.37

859.61 859.87

860.36

859.94

859.91

860.29

860.37

861.14

861.14

861.43

861.39

861.79

861.22

861.12

859.32

859.17

858.98

858.63

858.53

857.98

858.27

858.51

858.81

858.35

858.70

858.98

859.40

859.85

860.28

860.47

860.09

860.31

860.63 860.74

860.43

860.47

860.83 860.74

860.37 860.23

860.55 860.31

860.11

859.91

860.13

861.22

861.22

861.21

861.19

860.10

859.94

860.39

858.55

858.28

858.04

857.56

856.63

856.84

857.20

857.40

857.75

857.98

859.58

859.36

857.51

857.23

859.00

858.61

859.97

859.54

858.89

859.45

859.53

859.73

859.82

860.08

860.37

861.67

861.55

861.26

861.77

861.99

860.57

862.83

862.95

863.01

863.02

862.27

862.25

862.17

862.10

862.25

862.15

862.11

862.15

862.13

862.31

862.26

862.11

862.13

860.43

860.13

860.06

861.29

861.28

861.36

861.29

861.40

861.42

861.41

861.43

861.44

861.61

861.64

861.42

861.40

861.51

861.47

861.60

861.57

861.45

861.40

861.57

861.57

861.57

862.13

862.13

861.22

861.49

861.31

861.29

861.24

861.30

861.28

861.29

861.27

861.31

860.82

860.20

860.37

860.45

860.86

860.92

860.75

860.63

860.59

860.49

860.49

860.59

860.67

860.66

860.57

860.82

860.89 860.94

860.92

860.80

860.61

860.07859.75

859.95

860.33

860.34

859.73

859.36

859.18

858.76

858.42

858.16

858.15

858.42

858.78

860.40

860.27

861.12

861.19

861.31

860.91

861.66

862.14

862.03

860.67

860.66

860.72

860.86

860.13

859.85

860.59

859.94

860.16

860.31

860.14

860.69

860.79

860.29

860.44

860.50

860.40

860.84 860.82

860.36

860.47

860.21

860.72

861.28

861.35

861.34

861.32

861.30

861.26

861.20

861.23

860.59

860.60

861.10

860.24

859.98

859.88

860.05

860.00

860.76

861.10

861.12

860.87

861.28

860.56

860.72

860.64

859.32 859.39

859.27

860.54

860.52

860.71

861.01

861.04

860.99

860.22

859.76

860.16

AC PAVEMENT

AC PAVEMENT

AC PAVEMENT

T

N

K

BOTTOM BANK

T O

P

B

A N

K

B O

T T

M

N

K

T O

P

B

A N

K

CONCRETE

EAVE LINE

D

D48

D48

D48

D48

D

C O

N C

P

A D

C O

N C

P

A D

C O

N C

P

A D

C O

N C

P

A D

C O

N C

P

A D

C O

N C

P

A D

E A

V E

L I N

E

MH

STUB

HH

STUB

MH

CO

B=860.07

T=860.27

B=860.15

T=860.45

T=861.71

TOP ARV=859.36

WMH (SMH COVER)

T=857.58

INV=850.06(D48)

SDMH

S

D x

S

D x

S

D x

S

D x

SD

x

SD

x

SD

x

SD

x

AIR AND WATER

DISPENSER

CONC. PAD

H=1.6'

TRANSFORMER

H=5'

HECO

BOX

RAMP

RAMP

B=861.34

T=861.84

GAS

PUMP

B=861.47

T=861.87

B=861.51

T=861.86

BC=861.31

TC=861.86

BC=862.41

TC=863.11

BC=861.26

TC=861.76

B=862.21

T=862.31

CPT

BC=862.22

TC=863.12

BC=862.82

TC=863.52

CPT

BC=862.34

TC=863.14

BC=862.42

TC=863.22

B=862.20

T=862.40

BUILDING

B=861.31

T=861.81

B=861.33

T=861.83

CO

CO

POST

GAS

PUMP

B=861.55

T=861.85

B=861.55

T=861.90

POST

GAS

PUMP

B=861.35

T=861.75

B=861.38

T=861.78

BC=860.96

TC=861.66

BC=860.37

TC=860.47

BC=862.20

TC=863.20

DI

BC=860.89

TC=861.59

MCB

BC=859.65

TC=860.15

BC=860.00

TC=860.40

DI

BC=860.31

TC=860.71

BC=860.57

TC=861.17

BC=862.86

TC=863.56

BC=861.05

TC=861.70

BC=860.60

TC=860.75

T=859.75

INV=851.50(D48)

DI

BC=859.91

TC=860.51

B=861.53

T=861.83

B=861.53

T=861.88

B=861.33

T=861.83

B=861.36

T=861.86

POST

GAS

PUMP

B=861.51

T=861.81

B=861.54

T=861.84

B=861.54

T=861.84

MCB

CPT

BC=862.92

TC=863.57

B=861.35

T=861.85

BUILDING

POST

GAS

PUMP

B=861.33

T=861.83

B=861.34

T=861.84

CO

GP(2)

H=3'

CO

GAS

PUMP

METAL

PLATE

METAL

PLATE

B=861.25

T=861.85

B=861.26

T=861.86

B=861.28

T=861.88

B=861.52

T=861.87

HANDICAPPED

PUSHBUTTON

HANDICAPPED

PUSHBUTTON

HANDICAPPED

PUSHBUTTON

HANDICAPPED

PUSHBUTTON

B=861.32

T=861.82 B=861.36

T=861.86

POST

GAS

PUMP

B=861.46

T=861.76

METAL

PLATE

METAL

PLATE

GAS

PUMP

GAS

PUMP

B=861.22

T=861.86

B=861.26

T=861.86

GAS

PUMP

B=861.22

T=861.82

B=861.32

T=861.82

B=861.22

T=861.72

METAL

PLATE

B=861.25

T=861.90

B=861.47

T=861.77

B=861.18

T=861.78

B=861.17

T=861.77

METAL

PLATE

GAS

PUMP

CONC. PAD

H=1.6'

AIR AND WATER

DISPENSER

BC=860.37

TC=860.97

BC=859.97

TC=860.47

BC=860.32

TC=860.82

BC=860.83

TC=861.23

BC=860.80

TC=861.30

T=859.44

BOT=856.79

DI

BC=859.67

TC=860.17

BC=859.42

TC=859.96

BC=859.77

TC=860.27

BC=859.63

TC=860.08

T=859.79

INV=848.89(S6&S8)

INV=847.07(S12)

SMH

BUILDING

BC=860.41

TC=860.81

BC=860.23

TC=860.68

BC=860.22

TC=860.62

BC=860.32

TC=860.62

BC=860.35

TC=860.65

BC=861.41

TC=861.91

BC=861.12

TC=861.62

BC=861.43

TC=861.93

BC=861.43

TC=861.93

BC=861.25

TC=861.75

BC=861.12

TC=861.62

WV

HEDGE H

=4'

HEDGE

H=3'

HB

DS

DS

DS

"STOP"

SIGN

HEDGES(2)

H=4'

BC=861.41

TC=861.96

BC=861.20

TC=861.75

BC=861.05

TC=861.45

CHAIN LINK FENCE

H=6'

T I

W

L L

HEDGE

H=3.5'

B=860.59

T=861.29

CONC. PAD

H=0.3'

BC=860.38

TC=860.88

B=860.78

T=861.28

B=860.78

T=861.08

R A

M P

BC=861.13

TC=861.63

BC=861.19

TC=861.69

BC=861.19

TC=861.69

BC=861.13

TC=861.63

BC=860.95

TC=861.35

BC=860.92

TC=861.32

HANDICAPPED

PARKING SIGNS(2)

"STOP"

SIGN

BC=861.04

TC=861.54

BC=861.13

TC=861.63

BC=859.82

TC=860.32

B=860.63

T=861.33

"EXIT"

SIGN

HEDGE

H=3.5'

HEDGE

H=3.5'

GATE

HEDGE

H=3.5'

HEDGE

H=3.5'

JB

VACUUM

B=859.23

T=859.63

LP

MONKEY POD

D=3'

H=50'

S=70'

BC=861.27

TC=861.77

BUMP

BUMP

BC=861.31

TC=861.86

DS

COHB

DS

BC=859.58

TC=860.08

BC=859.53

TC=860.03

BC=859.63

TC=860.03

BC=859.44

TC=859.94

CONC.

PATCH

BC=860.37

TC=860.87

POST

H=6.0'

LP

BC=860.74

TC=861.29

BC=860.78

TC=861.28

BC=860.65

TC=861.15

BC=860.49

TC=860.89

GP(2)

H=3'

GP(2)

H=3'

GP(2)

H=3'

GP(2)

H=3'

GP(2)

H=3'

GP(2)

H=3'

B=861.25

T=861.85

HH(2)

HH(3)

HH(3)

HH(3)

MH

HH(3)

MH

CPT

CPT

BC=859.35

TC=860.85

BC=859.29

TC=859.79

BC=859.38

TC=859.93

C O

N C

W

A L L

BW=859.56

TW=861.76

BW=859.94

TW=861.74

BW=860.19

TW=861.69

T I

L L

BW=860.81

TW=861.71

BC=861.10

TC=861.80

BC=861.01

TC=861.56

BC=860.84

TC=861.34

BC=860.67

TC=861.17

BC=858.53

TC=858.98

BC=858.21

TC=858.81

BC=857.99

TC=858.49

BC=857.99

TC=858.49

BC=858.09

TC=858.59

BC=857.54

TC=858.04

BC=857.70

TC=858.00

BC=857.03

TC=857.33

BC=858.51

TC=858.91

BC=858.67

TC=859.17

BC=858.99

TC=859.49

BC=859.45

TC=859.95

BC=859.72

TC=860.22

BC=859.96

TC=860.51

"STOP"

"ONE WAY"

"DO NOT ENTER"

SIGNS

BC=859.50

TC=860.00

BC=859.82

TC=860.32

BC=860.27

TC=860.87

BC=860.70

TC=861.35

BC=860.32

TC=860.72

BC=860.48

TC=860.98

AIR AND WATER

DISPENSER

CONC. PAD

H=1.6'

BC=859.95

TC=860.55

BC=859.96

TC=860.46

BC=860.14

TC=860.69

BC=860.32

TC=860.87

BC=860.61

TC=861.26

BC=860.68

TC=861.23

BC=860.71

TC=861.21 BC=860.64

TC=861.14

BC=860.44

TC=860.99

LP

SD

x

SD

x

SD

x

SD

x

T=859.68

INV=851.90(D48)

DI

T=859.68

INV=851.90(D48)

CBMH

SHOWER

D=2.5'

H=50'

S=35'

METAL BOX

H=6.1'

CONC.

PATCH

CONC.

PATCH

CONC.

PATCH

POST

H=5.9'

POST

H=5.8'

MCB

MCB

BC=859.01

TC=859.61

CONC. PATCH

JB

VACUUM

B=858.68

T=859.28

JB

VACUUM

HEDGE

H=3.5'

BC=858.67

TC=859.07

BC=858.74

TC=859.24

MONKEY POD

D=2.5'

H=50'

S=70'

B=858.22

T=859.02

PAPAYA

HEDGE

H=3.5'

W

W

W

W

W

S D x

S D x

S D x

S

S

S

S

W

W

W2

W1

W1

W

W1

W3/4

W

D

S

S

S

S

S

TRENCH

DRAIN

TRENCH DRAIN

TRENCH DRAIN

TRENCH DRAIN, TYP.

UT

U

E

T

U

E

T

UE

UE

U E

U

E

U E

U E

U E

U E

U

E

U E

U

E

OIL/WATER

SEPARATOR

D

" Y " CUT

STA TOC

N 115,581.06

E 1,624,640.49

ELEV.=858.89

60D NAIL

STA PK LOT

N 1 15,613.50

E 1,624,492.61

ELEV.=858.52

'5

.1

37°11'33"

64.08

U.G. FUEL TANKS (TYP 6)

DUAL HOSE

DIESEL DISPENSER

DUAL HOSE

DISPENSERS (TYP 11)

DISPENSER ISLAND (TYP 6)

CANOPY

COLUMN,

TYP.

CANOPY

COLUMN,

TYP.

EXISTING SEWER

FORCE MAINS

A5 EXISTING CONDITIONS PLAN

SCALE: 1" = 20'

GRAPHIC SCALE

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

R A

E n g i n e e r s

A r c h i t e c t s

P l a n n e r s

DESIGN COMPLETE SUBMITTAL

J U

W A

D

R

E P

L A

E

L

P

I P

I N

T s

A

N

T

L I N

B

L D

G

S C

H O

F I E

R

R A

C K

S

O

A H

U

H

A W

A I I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

H O

N O

L U

S

T R

I C

T

F O

A

F T

E R

O

A H

U

H

A W

A I I

PROFESSIONAL

G EO R G I A

A N

T HO N Y E . B ROW

N

ENG I NE ER

REGI STERED

No. PE035590

G-007

C2

G-007

A2

G-008

E2

G-007

A8

G-008

E8

G-008

C8

G-008

C5

G-008

C2

G-008

E5

G-008

A2

G-008

A5

G-007

E5

G-008

A8

SCALE: 1" = 20'

20 20 40

G-007

E2

G-007

E8

N

NOTES:

1. INFORMATION SHOWN HERE WAS OBTAINED FROM A SURVEY

BY RM TOWILL CORPORATION. JULY 2020.

2. COORDINATES ARE REFERRED TO NAD83/2011 HAWAII STATE

PLANE COORDINATE SYSTEM, ZONE 3, US FOOT.

3. ELEVATIONS ARE BASED ON HCTC-39 HAVING AN ELEVATION

OF 97.01 MEAN SEA LEVEL (MSL).

4. ALL VISIBLE UTILITY STRUCTURES WITHIN THE PROPERTY

HAVE BEEN LOCATED IN THE FIELD, HOWEVER, CONNECTION

OF UNDERGROUND UTILITY LINES AS SHOWN ARE

UNVERIFIED AND COMPILED FROM EXISTING DATA.

5. UNDERGROUND UTILITIES SHOWN HEREON ARE FOR

INFORMATION PURPOSES ONLY, HAVING BEEN OBTAINED

FROM THE BEST AVAILABLE SOURCES. THEREFORE NO

GUARANTEE IS MADE ON THE ACCURACY OR COMPLETENESS

OF SAID INFORMATION.

6. CONTACT INFORMATION FOR WASTEWATER: AQUA

ENGINEERS (808) 621-3098.

G-007

C8

G-007

A5

G-007

C5

C-101

E X

I S

T I N

G

C

O N

D I T

I O

A

N

A

B

R O

W N

J

J A

C O

B I

A

B

R O

W N

F Y

S

B C

D

W G

M

F

U R

R

?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href ?href

W

W

W

W

W

W

DS

POST

POST

COND.

DS

POST

DS

POST

DS

POST

DS

POST

DS

POST

" + " CUT

STA PAD-2

N 115,803.35

E 1 ,624,825.48

ELEV.=860.37

" Y " CUT

STA PAD-1

N 115,632.11

E 1,624,679.23

ELEV.=862.07

D

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x x

SD

x

SD

x

860.97

861.77

861.82

861.77861.73

861.73

861.85 861.94

861.86

861.85

861.69

861.95

861.95

861.71 861.22

861.04

860.59

860.89

861.47

861.50

860.87

860.88

860.51

860.72

860.25

860.19

861.32

861.33

861.33

861.33

861.30

861.32

861.29

861.29

861.30

861.34

861.34

861.32

861.30

859.64

860.29

859.87

860.09

860.62

860.62

860.65

860.60

861.18

861.20

861.18

860.41

860.52

860.55

860.34

861.76

861.75

861.66

861.13

861.20

861.93

861.93

860.71

860.54

861.85 861.83

861.90 861.99 861.97

861.73

861.72

861.69

861.09

860.62

860.93

860.91

860.96

860.82

860.62

860.53 860.55

860.59

860.53 860.47

860.44

860.79

860.86

860.94

860.98

860.90

860.83 860.64

860.55

860.66

860.64

860.61 860.55

860.34

860.04 859.57

859.10

858.79

858.38

860.55

861.12

859.15

859.45 859.79

859.86

858.46

859.50

858.80

858.81

858.45

858.21

856.95

857.05

856.63

857.01

856.56

855.92

856.53

856.55

857.29 857.84

858.56

859.06

859.37

859.61 859.87

860.36

859.94

859.91

860.29

860.37

861.14

861.14

861.43

861.39

861.79

861.22

861.12

859.32

859.17

858.98

858.63

858.53

857.98

858.27

858.51

858.81

858.35

858.70

858.98

859.40

859.85

860.28

860.47

860.09

860.31

860.63 860.74

860.43

860.47

860.83 860.74

860.37 860.23

860.55 860.31

860.11

859.91

860.13

861.22

861.22

861.21

861.19

860.10

859.94

860.39

858.55

858.28

858.04

857.56

856.63

856.84

857.20

857.40

857.75

857.98

859.58

859.36

857.51

857.23

859.00

858.61

859.97

859.54

858.89

859.45

859.53

859.73

859.82

860.08

860.37

861.67

861.55

861.26

861.77

861.99

860.57

862.83

862.95

863.01

863.02

862.27

862.25

862.17

862.10

862.25

862.15

862.11

862.15

862.13

862.31

862.26

862.11

862.13

860.43

860.13

860.06

861.29

861.28

861.36

861.29

861.40

861.42

861.41

861.43

861.44

861.61

861.64

861.42

861.40

861.51

861.47

861.60

861.57

861.45

861.40

861.57

861.57

861.57

862.13

862.13

861.22

861.49

861.31

861.29

861.24

861.30

861.28

861.29

861.27

861.31

860.82

860.20

860.37

860.45

860.86

860.92

860.75

860.63

860.59

860.49

860.49

860.59

860.67

860.66

860.57

860.82

860.89 860.94

860.92

860.80

860.61

860.07 859.75

859.95

860.33

860.34

859.73

859.36

859.18

858.76

858.42

858.16

858.15

858.42

858.78

860.40

860.27

861.12

861.19

861.31

860.91

861.66

862.14

862.03

860.67

860.66

860.72

860.86 860.13

859.85

860.59

859.94

860.16

860.31

860.14

860.69

860.79

860.29

860.44

860.50

860.40

860.84 860.82

860.36

860.47

860.21

860.72

861.28

861.35

861.34

861.32

861.30

861.26

861.20

861.23

860.59

860.60

861.10

860.24

859.98

859.88

860.05

860.00

860.76

861.10

861.12

860.87

861.28

860.56

860.72

860.64

859.32 859.39

859.27

860.54

860.52

860.71

861.01

861.04

860.99

860.22

859.76

860.16

AC PAVEMENT

AC PAVEMENT

AC PAVEMENT

T

N

K

BOTTOM BANK

T O

P

B

A N

K

B O

T T

N

K

T O

P

B

A N

K

CONCRETE

EAVE LINE

D48

D48

D48

D48

D

C O

N C

P

A D

C O

N C

P

A D

C O

N C

P

A D

C O

N C

P

A D

C O

N C

P

A D

C O

N C

P

A D

E A

V E

L I N

E

MH

STUB

HH

STUB

MH

CO

B=860.07

T=860.27

B=860.15

T=860.45

T=861.71

TOP ARV=859.36

WMH (SMH COVER)

SD

x

SD

x SD x SD x SD x

SD

x SD x SD x SD x

SD

x SD x SD x SD x

SD

x

SD

x SD x SD x

SD

x

SD

x SD x

SD

x SD x SD x

SD

x SD x SD x SD x

SD

x SD x SD x SD x

SD

x SD x SD x SD x

SD

x SD x SD x SD x

SD

x

SD

x SD x SD x

SD

x

SD

x SD x SD x

SD

x

SD

x SD x SD x

SD

x

SD

x SD x SD x

SD

x

SD

x SD x SD x

SD

x

SDx

SD

x

SD

x SD x SD x SD x

SD

x SD x SD x SD x

SD

x SD x SD x SD x

AIR AND WATER

DISPENSER

CONC. PAD

H=1.6'

TRANSFORMER

H=5'

HECO

BOX

RAMP

RAMP

B=861.34

T=861.84

GAS

PUMP

B=861.47

T=861.87

B=861.51

T=861.86

BC=861.31

TC=861.86

BC=862.41

TC=863.11

BC=861.26

TC=861.76

B=862.21

T=862.31

CPT

BC=862.22

TC=863.12

BC=862.82

TC=863.52

CPT

BC=862.34

TC=863.14

BC=862.42

TC=863.22

B=862.20

T=862.40

BUILDING

B=861.31

T=861.81

B=861.33

T=861.83

CO

CO

POST

GAS

PUMP

B=861.55

T=861.85

B=861.55

T=861.90

POST

GAS

PUMP

B=861.35

T=861.75

B=861.38

T=861.78

BC=860.96

TC=861.66

BC=860.37

TC=860.47

BC=862.20

TC=863.20

DI

BC=860.89

TC=861.59

MCB

BC=859.65

TC=860.15

BC=860.00

TC=860.40

DI

BC=860.31

TC=860.71

BC=860.57

TC=861.17

BC=862.86

TC=863.56

BC=861.05

TC=861.70

BC=860.60

TC=860.75

T=859.75

INV=851.50(D48)

DI

BC=859.91

TC=860.51

B=861.53

T=861.83

B=861.53

T=861.88

B=861.33

T=861.83

B=861.36

T=861.86

POST

GAS

PUMP

B=861.51

T=861.81

B=861.54

T=861.84

B=861.54

T=861.84

MCB

CPT

BC=862.92

TC=863.57

B=861.35

T=861.85

BUILDING

POST

GAS

PUMP

B=861.33

T=861.83

B=861.34

T=861.84

CO

GP(2)

H=3'

CO

GAS

PUMP

METAL

PLATE

METAL

PLATE

B=861.25

T=861.85

B=861.26

T=861.86

B=861.28

T=861.88

B=861.52

T=861.87

HANDICAPPED

PUSHBUTTON

HANDICAPPED

PUSHBUTTON

HANDICAPPED

PUSHBUTTON

HANDICAPPED

PUSHBUTTON

B=861.32

T=861.82 B=861.36

T=861.86

POST

GAS

PUMP

B=861.46

T=861.76

METAL

PLATE

METAL

PLATE

GAS

PUMP

GAS

PUMP

B=861.22

T=861.86

B=861.26

T=861.86

GAS

PUMP

B=861.22

T=861.82

B=861.32

T=861.82

B=861.22

T=861.72

METAL

PLATE

B=861.25

T=861.90

B=861.47

T=861.77

B=861.18

T=861.78

B=861.17

T=861.77

METAL

PLATE

GAS

PUMP

CONC. PAD

H=1.6'

AIR AND WATER

DISPENSER

BC=860.37

TC=860.97

BC=859.97

TC=860.47

BC=860.32

TC=860.82

BC=860.83

TC=861.23

BC=860.80

TC=861.30

T=859.44

BOT=856.79

DI

BC=859.67

TC=860.17

BC=859.42

TC=859.96

BC=859.77

TC=860.27

BC=859.63

TC=860.08

T=859.79

INV=848.89(S6&S8)

INV=847.07(S12)

SMH

BUILDING

BC=860.41

TC=860.81

BC=860.23

TC=860.68

BC=860.22

TC=860.62

BC=860.32

TC=860.62

BC=860.35

TC=860.65

BC=861.41

TC=861.91

BC=861.12

TC=861.62

BC=861.43

TC=861.93

BC=861.25

TC=861.75

BC=861.12

TC=861.62

WV

HEDGE H

=4'

HEDGE

H=3'

HB DS

DS

DS

"STOP"

SIGN

HEDGES(2)

H=4'

TC=861.96

BC=861.20

TC=861.75

BC=861.05

TC=861.45

CHAIN LINK FENCE

H=6'

T I

L L

HEDGE

H=3.5'

B=860.59

T=861.29

CONC. PAD

H=0.3'

BC=860.38

TC=860.88

B=860.78

T=861.28

B=860.78

T=861.08

R A

M P

BC=861.13

TC=861.63

BC=861.19

TC=861.69

BC=861.19

TC=861.69

BC=861.13

TC=861.63

BC=860.95

TC=861.35

BC=860.92

TC=861.32

HANDICAPPED

PARKING SIGNS(2)

"STOP"

SIGN

BC=861.04

TC=861.54

BC=861.13

TC=861.63

BC=859.82

TC=860.32

B=860.63

T=861.33

"EXIT"

SIGN

HEDGE

H=3.5'

HEDGE

H=3.5'

GATE

HEDGE

H=3.5'

HEDGE

H=3.5'

JB

VACUUM

B=859.23

T=859.63

LP

MONKEY POD

D=3'

H=50'

S=70'

BC=861.27

TC=861.77

BUMP

BUMP

BC=861.31

TC=861.86

DS

COHB

DS

BC=859.58

TC=860.08

BC=859.53

TC=860.03

BC=859.63

TC=860.03

BC=859.44

TC=859.94

CONC.

PATCH

BC=860.37

TC=860.87

POST

H=6.0'

LP

BC=860.74

TC=861.29

BC=860.78

TC=861.28

BC=860.65

TC=861.15

BC=860.49

TC=860.89

GP(2)

H=3'

GP(2)

H=3'

GP(2)

H=3'

GP(2)

H=3'

GP(2)

H=3'

GP(2)

H=3'

B=861.25

T=861.85

HH(2)

HH(3)

HH(3)

HH(3)

MH

HH(3)

MH

CPT

CPT

BC=859.35

TC=860.85

BC=859.29

TC=859.79

BC=859.38

TC=859.93

C O

N C

W

A L L

BW=859.56

TW=861.76

BW=859.94

TW=861.74

BW=860.19

TW=861.69

T I

L L

BW=860.81

TW=861.71

BC=861.10

TC=861.80

BC=861.01

TC=861.56

BC=860.84

TC=861.34

BC=860.67

TC=861.17

BC=858.53

TC=858.98

BC=858.21

TC=858.81

BC=857.99

TC=858.49

BC=857.99

TC=858.49

BC=858.09

TC=858.59

BC=857.54

TC=858.04

BC=857.70

TC=858.00

BC=857.03

TC=857.33

BC=858.51

TC=858.91

BC=858.67

TC=859.17

BC=858.99

TC=859.49

BC=859.45

TC=859.95

BC=859.72

TC=860.22

BC=859.96

TC=860.51

"STOP"

"ONE WAY"

"DO NOT ENTER"

SIGNS

BC=859.50

TC=860.00

BC=859.82

TC=860.32

BC=860.27

TC=860.87

BC=860.70

TC=861.35

BC=860.32

TC=860.72

BC=860.48

TC=860.98

AIR AND WATER

DISPENSER

CONC. PAD

H=1.6'

BC=859.95

TC=860.55

BC=859.96

TC=860.46

BC=860.14

TC=860.69

BC=860.32

TC=860.87

BC=860.61

TC=861.26

BC=860.68

TC=861.23

BC=860.71

TC=861.21 BC=860.64

TC=861.14

BC=860.44

TC=860.99

LP

SD

x

SD

x

SDx

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

T=859.68

INV=851.90(D48)

DI

T=859.68

INV=851.90(D48)

CBMH

SHOWER

D=2.5'

H=50'

S=35'

METAL BOX

H=6.1'

CONC.

PATCH

CONC.

PATCH

CONC.

PATCH

POST

H=5.9'

POST

H=5.8'

MCB

MCB

BC=859.01

TC=859.61

CONC. PATCH

JB

VACUUM

B=858.68

T=859.28

JB

VACUUM

HEDGE

H=3.5'

BC=858.67

TC=859.07

BC=858.74

TC=859.24

MONKEY POD

D=2.5'

H=50'

S=70'

B=858.22

T=859.02

PAPAYA

HEDGE

H=3.5'

WWWW

WWWWWW

WWWWW

WW

W W

W

WW

WW

W

WW

W

WW

WW

W

WW

W

WW

WW

W

WW

W

WW

WW

W

WW

W

WW

WW

W

WW

W

WW

WW

W

W

W

WW

WW

W

WW

W

WW

WW

W

WW

W

WW

WW

W

WW

WW

W

WW

W

WW

WW

W

WW

W

WW

WW

W

WW

W

WW

WW

W

W

WW

WW

W

WW

W

WW

WW

W

WW

W

WW

WW

W

WW

W

W

W

W

W

W

W

W

WWWWWW

WWWWW

W

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

W

W

W

W

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S D x

S

S

S

S

W

W

W2

W1

W1

W

W1

W

W

W

W3/4

W

D

S

S

S

S

S

TRENCH DRAIN

TRENCH DRAIN, TYP.

UT

U

E

T

U

E

T

UE

UE

U E

U

E

U E

U E

U E

U E

U

E

U E

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SDx

SD

x

SD

x

SDx

SD

x

SD

x

SD

x

SD

x

SD

x

U

E

OIL/WATER

SEPARATOR

D

" Y " CUT

STA TOC

N 115,581.06

E 1,624,640.49

ELEV.=858.89

'5

.1

37°11'33"

64.08

CONCRETE

PAVEMENT

REMOVAL

REMOVE DISPENSERS FOR

DISPENSER BOTTOM SUMP

INSTALLATION, SEE DEMOLITION

NOTE 8 (TYP 11)

REMOVE U.G. FUEL TANKS

AND PIPING (SIX 10,000

GALLON TANKS - SEE

DEMOLITION NOTE 6).

REMOVE DISPENSER ISLAND

CONCRETE (12 LOCATIONS)

DUAL HOSE

DISPENSERS (TYP 11)

ASPHALT

PAVEMENT REMOVAL

REMOVE

CON…