A.2.11.4 W9128A21B0003 Am-0004 - Drawings.pdf

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SHEET ID

US Army Corps of Engineers

DESIGN COMPLETE

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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

FINISHED FLOOR ELEVATIONFFEL

DIA

EFSO

EHH

Ø

COR

CONC

DI

CMP

CC

DIAMETER

EMERGENCY FUEL SHUTOFF

ELECTRICAL HANDHOLE

DIAMETER

CENTER TO CENTER

CORRUGATED METAL PIPE

CONCRETE

DROP INLET

CORNER

BOP

A/G

BOTTOM OF PIPE

ABOVEGROUND

TBM

HORIZONTALHORZ.

R

LOW POINT DRAIN PIT

HIGH POINT VENT PIT

LATERAL CONTROL PIT

LOW POINT DRAIN

HIGH POINT VENT

INVERT ELEVATION

INVERTINV

LPD

LPDP

LT

M

LCP

KL

LEFT

KILOLITER

HW

IN

IE

HPVP

HPV

HEADWALL

INCH

PRC

PVC

PVI

PVT

PSI

PT

PRT

PCCP

PI

PIV

PC

OFF

RADIUS

POINT OF VERTICAL INTERSECTION

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

GLOBAL POSITIONING SYSTEM

FIBERGLASS REINFORCED PIPE

FINISHED GRADE ELEVATION

FIBER OPTICS CABLE

FIRE HYDRANT

FRP

GPS

FH

FOC

FG

NTS

OA

OC

MIN

NO.

MAX

ABBREVIATIONS

NOT TO SCALE

OUTLET APRON

ON CENTER

MINIMUM

NUMBER

MAXIMUM

STA

RCP

SSMH

SS

SY

RT

SD

RD

RIGHT

ROAD

GENERAL NOTES

ELECTRICAL LINE

OVERHEAD

U/G FUEL LINE

MAJOR CONTOUR

SPOT ELEVATION

SECURITY FENCE

ELECTRIC SERVICE

BOX

BOLLARD

POWER POLE WITH

COMMUNICATIONS BOX

GUY WIRE

FIRE HYDRANT

EMERGENCY SHUT-

OFF CABLE

U/G ELECTRIC

SERVICE

ES

E

SIGNAGE

POWER POLE

VALVES

NEWEXISTING

LEGEND

.0 x

.5 x 15.5

.0

OCCUPATIONAL SAFETY &

INSIDE DIAMETER

HEALTH ADMINISTRATION

EL

EMH ELECTRICAL MANHOLE

ELEVATION

MW

OSHA

ID

MH

MANWAY

METER

MANHOLE

USCS

WV

&GS

WATER VALVE

COE CORPS OF ENGINEERS

TELEPHONE

YARD HYDRANTYH

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. DISTURBED AREA IS 0.10 ACRES ±.

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 SUN UP 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: HTTP://HEALTH.HAWAII.GOV/OPPPD/FILES/2015/06/11-60.1.PDF.

24. THE SHOPPETTE STORE WILL REMAIN IN CONTINUOUS NORMAL OPERATION DURING CONSTRUCTION (M-F 0700-2200, S-S 0900-2100). 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

STORM STRUCTURESTR

STORM DRAIN LINESTM LINE

DRAWING TARGET LEGEND

NEWEXISTING

JERSEY BARRIERS

MINOR CONTOUR

.5

.5

ASPHALT PAVEMENT

PHOTO LOCATION

A1

ASPHALT PAVEMENT

DEMOLITION

CONCRETE PAVEMENT

DEMOLITION

ASPHALT OVERLAY ON

CONCRETE PAVEMENT

DEMOLITION

REINFORCED CONCRETE

PAVEMENT

GRASSED AREA

PLAN NORTH

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D3

10,000 GALLON UNDERGROUND MOGAS FUEL TANK ELEVATION

1/2" = 1'-0"

HOLD-DOWN

STRAPS (TYP)

TANK LEVEL MONITOR (TLM)

PUMP SUMP DETAIL

CONCRETE DEADMAN W/ HOLD

DOWN STRAPS, SEE NOTE 1

30'-6" SECONDARY TANK

B8

M-501

E8

M-502

TANK HYDROSTATIC LEVEL

DETECTION SYSTEM

B6

M-502

FILL PIPING DETAIL

A8

M-502

STAGE I VAPOR RECOVERY

AND VENT PIPING DETAIL

A3

M-502

PEA GRAVEL

BACKFILL

(SEE NOTE 3)

PEA GRAVEL

BACKFILL

(SEE NOTE 3)

1'-0" MINIMUM PEA GRAVEL

BACKFILL AROUND SIDES,

TAPERED OUTWARD AS

REQUIRED TO SUIT EXCAVATION

A3

6,000 GALLON UNDERGROUND MOGAS FUEL TANK ELEVATION

1/2" = 1'-0"

19'-6"

HOLD-DOWN

STRAPS (TYP)

CONCRETE DEADMAN W/ HOLD

DOWN STRAPS, SEE NOTE 1

PUMP SUMP DETAIL

B8

M-501

TANK LEVEL

MONITOR (TLM)

E8

M-502

STAGE I VAPOR RECOVERY

AND VENT PIPING DETAIL

A3

M-502

TANK HYDROSTATIC LEVEL

DETECTION SYSTEM

B6

M-502

FILL PIPING DETAIL

A8

M-502

PEA GRAVEL

BACKFILL

(SEE NOTE 3)

PEA GRAVEL

BACKFILL

(SEE NOTE 3)

1'-0" MINIMUM PEA GRAVEL

BACKFILL AROUND SIDES,

TAPERED OUTWARD AS

REQUIRED TO SUIT EXCAVATION

PUMP SUMP DETAIL

B8

M-501

CONCRETE DEADMAN W/ HOLD

DOWN STRAPS, SEE NOTE 1

HOLD-DOWN

STRAPS (TYP)

A8

TANK & PUMP SUMP ELEVATION

1/2" = 1'-0"

8'-0" SECONDARY TANK

PEA GRAVEL

BACKFILL

(SEE NOTE 3)

PEA GRAVEL

BACKFILL

(SEE NOTE 3)

1'-0" MINIMUM PEA GRAVEL

BACKFILL AROUND SIDES,

TAPERED OUTWARD AS

REQUIRED TO SUIT EXCAVATION

GRAPHIC SCALE

SCALE: 1/2" = 1'-0"

2 0 2 4

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SHEET ID

US Army Corps of Engineers

DESIGN COMPLETE

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NOTES:

1. CONCRETE DEADMAN AND HOLD DOWN STRAPS TO BE

PROVIDED BY THE TANK MANUFACTURER AND SHOULD RESIST

BOUYANCY FORCES WITH A 1.5 SAFETY FACTOR. BUOYANT

FORCES TO BE CALCULATED FOR AN EMPTY TANK AND AN

ELEVATED WATER TABLE AT FINISHED GRADE.

2. SEE SPECIFICATION SECTION 33 56 10 FOR DETAILED

CONCRETE DEADMAN DESIGN AND MATERIAL REQUIREMENTS.

3. PROVIDE PEA GRAVEL BACKFILL (PER ASTM C33 SIZE #8)

AROUND TANKS AS SHOWN. SEE CIVIL DRAWINGS FOR

SURFACE PAVEMENT, BASE COURSE AND SUBGRADE

SECTIONS.

M-301

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