A.2.11.3 W9128A21B0003 Drawings.pdf

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PROJECT

LOCATION

FY20 REPAIR AND REPLACE VAPOR RECOVERY SYSTEM,

UNDERGROUND STORAGE TANKS AND PIPING AT GAS

STATION AMR 880

VICINITY PLANPROJECT LOCATION MAP

US Army Corps of Engineers

ALIAMANU MILITARY RESERVATION

OAHU, HAWAII

DESIGN COMPLETE

JUNE 2021

ALIAMANU

MILITARY

RESERVATION

TASK ORDER No. W9128A-20-F-0028

CONTRACT No. W9128A-18-D-0001

BOUGAINV

ILLEA LP.

PLAN NORTH PLAN NORTH

G-001

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DRAWING INDEX

Sheet Number Sheet Title

GENERAL

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

G-007 PHOTOS

CIVIL

C-101 EXISTING CONDITIONS PLAN

C-102 DEMOLITION PLAN

C-103 OVERALL SITE PLAN

C-401 ENLARGED SITE PLAN

C-402 JOINT LAYOUT AND HORIZONTAL CONTROL

C-403 GRADING PLAN

C-501 DEMOLITION DETAILS

C-502 PAVEMENT DETAILS

C-503 MISCELLANEOUS DETAILS

C-504 EROSION CONTROL DETAILS

MECHANICAL

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 PIPING LAYOUT PLANS

M-501

MECHANICAL FUELING SYSTEM DETAILS (1 OF 2)

M-502

MECHANICAL FUELING SYSTEM DETAILS (2 OF 2)

M-601 FUEL SYSTEM FLOW DIAGRAM

M-602 FUEL SYSTEM PIPING PLAN AND ISOMETRIC

M-603 FUELING EQUIPMENT SCHEDULE

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

E-101 HAZARD AREA PLAN AND DETAILS

E-102 ENLARGED FUELING AREA SITE PLAN

E-103 SHOPPETTE ELECTRICAL MODIFICATION PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 CONDUIT AND CABLE SCHEMATICS

E-602 ENVIRONMENTAL MONITORING SCHEMATICS

E-603

PANEL SCHEDULE, ELEVATION AND REQUIREMENTS

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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

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CORRUGATED METAL PIPE

CONCRETE

DROP INLET

CORNER

BOP

A/G

BOTTOM OF PIPE

ABOVEGROUND

TBM

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R

LOW POINT DRAIN PIT

HIGH POINT VENT PIT

LATERAL CONTROL PIT

LOW POINT DRAIN

HIGH POINT VENT

INVERT ELEVATION

INVERTINV

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LPDP

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KL

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KILOLITER

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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

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WATER

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GLOBAL POSITIONING SYSTEM

FIBERGLASS REINFORCED PIPE

FINISHED GRADE ELEVATION

FIBER OPTICS CABLE

FIRE HYDRANT

FRP

GPS

FH

FOC

FG

NTS

OA

OC

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ABBREVIATIONS

NOT TO SCALE

OUTLET APRON

ON CENTER

MINIMUM

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MAXIMUM

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RCP

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SY

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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.

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

G-003

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6/15/2021

NO. 23905

PROFESSIONAL

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CONSTRUCTION NOTES

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

2. ALL WORK SHALL BE PERFORMED BETWEEN THE HOURS OF 0800 TO 1630, MONDAY THROUGH FRIDAY.

3. ALL CONSTRUCTION ACTIVITIES SHALL BE WITHIN PROJECT LIMITS.

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 IS ESTIMATED THAT 5 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 ON TO 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 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.

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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 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 FOR DOWNSLOPE OF ALL DISTURBED AREAS. MAINTAIN DOWNSTREAM VEGETATED BUFFER AREA.

8. SEDIMENT FENCES OR BARRIERS SHALL BE USED DOWN SLOPE 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 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. RE-INSPECT AFTER THE APPROACHING HEAVY RAINS, STORM OR HURRICANE, AND REPLACE OR MAINTAIN BMPs AS NEEDED.

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GOOD HOUSEKEEPING BEST MANAGEMENT PRACTICES (BMPs)

1. STREET SWEEPING AND VACUUMING. ALL POLLUTANTS DISCHARGED FROM THE CONSTRUCTION SITE TO OFF0SITE 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.

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Monkey Pod

D=2'

H=25'

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B=70.98

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"No Access

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TC=70.99

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BC=72.82

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TC=74.69

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BC=74.21

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BC=73.90

TC=74.22

BC=73.92

TC=74.02

BC=73.52

TC=73.90

BC=73.40

TC=72.76

BC=73.26

TC=73.62

BC=73.12

TC=73.65

BC=73.15

TC=74.23

BC=73.73

TC=74.38

BC=73.88

T=73.41

B=73.31

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B=73.75

T=74.10

B=74.00

TC=71.91

BC=71.51

TC=71.94

BC=71.44

TC=71.66

BC=71.26

TC=71.52

BC=71.02

TC=71.80

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TC=71.97

BC=71.77

TC=71.91

BC=71.61

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"STOP"

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"SPEED

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TC=73.09

BC=72.89

TC=73.38

BC=72.18

TC=72.05

BC=71.85

TC=71.81

BC=71.61

TC=71.59

BC=71.39

TC=72.44

BC=72.14

TC=73.47

BC=72.97

TC=73.39

BC=72.89

TC=73.50

BC=73.00

TC=73.14

BC=72.94

TC=73.94

BC=73.24

TC=73.75

BC=73.05

TC=73.67

BC=73.17

T=73.71

B=73.61

TC=73.24

BC=72.74

TC=72.94

BC=72.44

TC=72.69

BC=72.19

TC=72.75

BC=72.25

TC=72.65

BC=72.15

TC=73.14

BC=72.94

TC=73.52

BC=73.02

TC=73.21

BC=72.91

TC=71.75

BC=71.25

TC=72.89

BC=72.89

LP

"EXIT ONLY"

SIGN

S

P

E

B

M

P

TC=71.88

BC=71.58

TC=71.81

BC=71.51

TC=72.24

BC=71.84

TC=72.27

BC=71.77

TC=72.81

BC=72.51

TC=72.84

BC=72.54

BOL(2)

H=3.6'

BOL(3)

H=4.2'

BOL(2)

H=3.4'

VAC

TC=71.57

BC=71.27

DMH

TC=71.40

BC=71.20

BOL(2)

H=3.6'

TC=71.82

BC=71.52

P

O

S

T

GAS

PUMP

P

O

S

T

TC=71.77

BC=71.47

GAS

PUMP

HANDICAPPED

PUSHBUTTON

TC=71.79

BC=71.49

TC=71.82

BC=71.52

TC=71.83

BC=71.53

TC=71.83

BC=71.53

P

O

S

T

P

O

S

T

BOL(2)

H=3.6'

HANDICAPPED

PUSHBUTTON

GAS

PUMP

BOL(2)

H=3.6'

TC=71.91

BC=71.41

TC=71.81

BC=71.51

GAS

PUMP

TC=71.84

BC=71.54

TC=71.82

BC=71.52

TC=71.97

BC=71.47

TC=71.61

BC=71.31

TC=73.20

BC=73.20

TC=71.84

BC=71.74

TC=71.83

BC=71.63

TC=71.72

BC=71.52

CNI MH

DS

TC=71.56

BC=71.36

TC=71.61

BC=71.41

VALVES

AIR AND WATER

DISPENSER ON

CONC. PAD

BUS STOP

B

U

M

P

B

U

M

P

B

U

M

P

DRAIN

GUTTER

DRAIN GUTTER, TYP.

M

E

T

A

L

C

O

V

E

R

WS

WS

M

E

T

A

L

C

O

V

E

R

DS

BUILDING

WOOD PILLAR

WOOD PILLAR

72.99

70.89

70.83

71.41

71.51

71.02

72.46

73.91

72.36

72.39

72.92

71.83

72.07

72.37

72.31

71.93

71.69

72.32

71.98

71.89

72.17

72.65

72.46

71.70

71.27

71.44

71.45

71.53

71.47

71.41

71.60

71.55

71.78

71.78

71.97

71.67

71.30

71.31

71.11

71.21

71.21

71.27

71.77

71.40

71.43

71.48

71.91

71.90

71.81

71.89

71.87

71.76

71.97

71.37

71.24

71.16

71.16

71.29

71.44

71.38

71.27

71.20

73.12

73.37

71.50

71.27

71.13

70.97

70.80

70.63

70.97

71.08

71.29

73.69

73.75

73.21

72.72

72.71

71.59

71.61

72.11

72.26

72.31

71.54

71.54

71.55

71.78

71.40

71.41

71.29

71.73

71.58

71.42

71.41

71.43

71.53

71.50

71.35

71.51

71.29

71.31

71.48

71.58

71.56

71.64

71.83

72.58

72.67

72.79

72.90

72.64

72.49

72.35

72.31

72.51

72.64

72.58

72.78

72.94

72.96

72.82

72.87

72.69

72.67

72.46

72.49

72.42

72.39

72.28

73.80

72.60

72.80

72.95

73.02

73.04

73.05

72.99

72.97

73.62

73.58

73.35

73.32

73.25

73.10

72.88

73.51

73.46

73.47

73.52

S

D x

S

D x

D

CBMH

T=73.87

INV=66.52(D24)

DI

T=73.39

INV=65.79(D24)

INV=63.04(D36)

INV=62.97(D36)

DI

T=73.04

INV=61.46(D36&D48)

S D x

S D x

S D x

D

D

S

S6

SMH

T=73.63

INV=67.48(S6)

INV=67.28(S6)

INV=66.88(S6)

MAG NAIL

STA ALIA2

N: 70,813.97

E: 1,668,492.57

ELEV.=72.93

" + " CUT

STA ALIA4

N: 70,890.54

E: 1,668,554.85

ELEV.=75.51

60D NAIL

STA ALIA3

N: 70,842.05

E: 1,668,670.11

ELEV.=72.11

AC ROLLOVER CURB

AC ROLLOVER

CURB

AC ROLLOVER CURB

TRENCH DRAIN

TRENCH DRAIN

SHOPETTE

BUILDING

CONCRETE

SIDEWALK

PAVEMENT

MARKINGS

(TYP.)

6K GAL. U.G. TANKS

(APPROX. LOCATION)

10K GAL. U.G. TANK

(APPROX. LOCATION)

CANOPY COLUMN

(TYP. 4)

FUEL DISPENSER

(TYP. 4)

FUEL DELIVERY TRUCK

OFFLOAD AREA

BOLLARDS

(TYP. 8)

DISPENSER ISLAND

(CONCRETE, TYP. 2)

BOUGAIN

VILLEA LOOP

B

O

U

G

A

I N

V

I L

L

O

P

E2

E5

E8

C2

A5

A8

P L U

M E

R

O P

C8

C5

A2

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

DESIGN COMPLETE

J U

W A

D

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

F Y

R

E P

A

P

L A

P

C

O V

E R

Y

S Y

S T

E M

U

N D

E R

G R

O U

O

R A

N

K S

A

N D

P I P

I N

G

A

T

G

A

T I O

N

A

O

A H

U

H

A W

A I I

NOTES:

1. INFORMATION SHOWN HERE WAS OBTAINED FROM A SURVEY

BY RM TOWILL CORPORATION. AUGUST 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.

A5 EXISTING CONDITIONS PLAN

SCALE: 1" = 10'

GRAPHIC SCALE

1. SEE DRAWING G-007 FOR PHOTOS.

NOTE

PLAN NORTH

C-101

E X

I S

T I N

G

C

O N

D I T

I O

A

N

D

M

U N

N E

L L

J

J A

C O

B I

D

M

U N

N E

L L

M

F

U R

R

F Y

A

M R

C

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

S

D 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

D

D

S

S6

REMOVE CONCRETE

PAVEMENT

SHOPPETTE

BUILDING

CONCRETE PAVEMENT

REMOVAL FOR ELECTRICAL

SERVICE INSTALLATION.

WIDTH = 1.5'

REMOVE

BOLLARDS

REMOVE

BOLLARDS

B

O

U

G

A

I N

V

I L

L

O

P

BOUGAIN

VIL

LEA L

OOP

P L U

M

E R

O P

LIMITS OF

EXCAVATION

CONTRACTOR

OPERATION AND

STORAGE AREA

LOCATE COLD

JOINT PRIOR

TO SAWCUT.

(TYP 4)

C9

C-501

TEMPORARY STEEL FENCE

WITH DUST CONTROL FABRIC

A5

C-501

REMOVE CONCRETE

PAVEMENT

REMOVE

CONCRETE CURB

D5

C-501

SAFETY SIGN

(QUANTITY/

LOCATIONS

AS REQUIRED)

D5

C-501

SAFETY SIGN

(QUANTITY/

LOCATIONS

AS REQUIRED)

D5

C-501

SAFETY SIGN

(QUANTITY/

LOCATIONS

AS REQUIRED)

E7

C-504

DRAIN INLET

PROTECTION

SET INSIDE

TRENCH DRAINS

E5

C-501

REMOVE ASPHALT

PAVEMENT

REMOVE U.G. FUEL TANKS AND

PIPING. SEE DEMO NOTE 1.

REMOVE

CONCRETE SLAB

REMOVE

ASPHALT

ROLLOVER

CURB

REMOVE

RETAINING WALL

L = 59'

REMOVE TRENCH DRAIN

(SAVE GRATE)

REMOVE ASPHALT

PAVEMENT

PROTECT

ELECTRIC

BOX

END OF RET.

WALL REMOVAL

E8

C-501

FILLABLE

PLASTIC BARRIER

A7

C-504

FILTER

SOCK

(TYP.)

REMOVE DISPENSERS

(TYP 4) SEE DEMO NOTE 2.

REMOVE CONCRETE

PAVEMENT

REMOVE DISPENSER

ISLAND CONCRETE

(TYP 4)

PROTECT CANOPY

COLUMNS (TYP 4)

D5

C-501

SAFETY SIGN

(QUANTITY/

LOCATIONS

AS REQUIRED)

A7

C-504

FILTER

SOCK

(TYP.)

A7

C-504

FILTER

SOCK

(TYP.)

E9

C-502

ELECTRICAL DUCTS

TRENCH DETAIL

CONCTRETE

WASHOUT

AREA

STOCKPILE

AREA

AMR 880 UST #1

AMR 880 UST #2

AMR 880 UST #3

DEMOLITION NOTES:

1. LOCATION AND DEPTH OF UNDERGROUND FUEL PIPING IS

UNKNOWN. FIELD VERIFY PRIOR TO REMOVAL. FUEL PIPING

ASSOCIATED WITH EXISTING TANKS TO BE CUT AND

ABANDONED IN PLACE IF LOCATED BEYOND THE LIMITS OF

CONSTRUCTION INDICATED ON THIS PLAN. AMR 880 UST #1

(6,000 GALLONS / 92 OCTANE GASOLINE) AND AMR 880 UST #2

(6,000 GALLONS / 87 OCTANE GASOLINE) HAVE ALREADY BEEN

CLOSED AND FUEL HAS BEEN PUMPED OUT TO BELOW ONE (1)

INCH. CONTRACTOR WILL BE REQUIRED TO PROVIDE 2-WEEK

NOTIFICATION TO THE AMR 880 STORE MANAGER; THE

GOVERNMENT WILL DRAIN AMR 880 UST #3 (10,000 GALLONS / 87

OCTANE GASOLINE). CONTRACTOR TO ASSUME 100 GALLONS ±

OF RESIDUAL WASTE FUEL IN EACH TANK FOR DISPOSAL / TANK

CLEANING CONSIDERATIONS.

2. DISPENSER TO BE REINSTALLED AFTER UNDER DISPENSER

SUMP INSTALLATION. CONCRETE CUT TO FOLLOW EXISTING

COLD JOINT BETWEEN DISPENSER AND COLUMN.

3. REMOVE FUEL FROM ANY PIPE TO BE ABANDONED. CAP

ABANDONED PIPE AT ENDS.

4. TANKS AND PIPING TO BE CLEANED IN ACCORDANCE WITH

UFGS 33 01 50.60 PRIOR TO REMOVAL.

5. PAVEMENT MARKINGS ARE NOT KNOWN TO CONTAIN ANY LEAD.

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

DESIGN COMPLETE

J U

W A

D

U S

A

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C

O R

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N G

I N

E E

R S

H O

N O

L U

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T R

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F O

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F T

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A H

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A W

A I I

F Y

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A I I

A5 DEMOLITION PLAN

SCALE: 1" = 10'

GRAPHIC SCALE

PLAN NORTH

TRAFFIC CONTROL NOTES:

1. CONTRACTOR SHALL HIRE A LICENSED CIVIL ENGINEER WITH A MIN 5 YEARS TRAFFIC

CONTROL/ENGRG DESIGN EXPERIENCE TO PREPARE TRAFFIC CONTROL AND PHASING PLANS FOR

ALL PROPOSED ROAD AND/OR PARKING LOT CLOSURES.

A. TRAFFIC CONTROL PLAN SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES, PART 6 TEMPORARY TRAFFIC CONTROL" (LATEST EDITION) AND

TRAFFIC CONTROL PLANS ABOVE.

B. FOUR (4) COPIES OF CONTRACTOR PROPOSED TRAFFIC CONTROL & PHASING PLANS SHALL BE

SUBMITTED FOR GOVERNMENT APPROVAL IN ACCORDANCE WITH SPECIFICATION SECTION 01

33 00. SUBMITTAL AND APPROVAL OF TRAFFIC CONTROL PLANS SHALL BE OBTAINED IN

SUFFICIENT TIME TO ALLOW A MINIMUM OF 30 DAYS WRITTEN NOTICE TO THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) PRIOR TO CLOSURE OF ANY EXISTING ROAD/LANE AND/OR

EXISTING AC PAVEMENT PARKING LOT IN ACCORDANCE WITH SPECIFICATION SECTION 01 33

00.

C. CONTRACTOR'S TRAFFIC ENGINEER SHALL REVIEW AND APPROVE THE INSTALLATION OF

TRAFFIC CONTROL DEVICES TO BE USED FOR ROAD CLOSURE.

D. CONTRACTOR SHALL PREPARE, COORDINATE, AND OBTAIN A DPW TRAFFIC CONTROL PLAN

PERMIT PRIOR TO COMMENCING ANY ROAD/LANE CLOSURE ACTIVITIES ON THE INSTALLATION.

APPROVAL OF PROPOSED ROAD/LANE AND/OR PKG LOT CLOSURES SHALL BE OBTAINED FROM

DPW MASTER PLANNER AND OAHU BASE SUPPORT BTW (OBSB).

2. TRAFFIC CONTROL PLAN SHALL ENSURE THAT VEHICULAR AND PEDESTRIAN ACCESS IS MAINTAINED

AT ALL TIMES TO ALL EXISTING BUILDINGS.

3. ROAD/PARKING LOT CLOSURE REQUIREMENTS:

A. ONLY ONE SECTION OF ROADWAY SHALL BE ALLOWED TO BE CLOSED OFF AT ONE TIME FOR

PARKING LOT CONSTRUCTION WORK. (PROPOSED DETOUR ROUTES FOR ALL RD CLOSURES

SHALL BE SUBMITTED WITH THE CONTRACTOR'S TRAFFIC CONTROL PLAN. BOTH PLANS SHALL

BE APPROVED BY THE CONTRACTING OFFICER).

B. FOR ALL UTILITY AND OTHER WORK AFFECTING EXISTING ROADS (NOT OTHERWISE AFFECTED

BY CONSTRUCTION WORK): NO MORE THAN ONE BLOCK OF ROADWAY SHALL BE BLOCKED OFF

AT ONE TIME AND ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. FLAGMEN

SHALL BE USED, AS REQUIRED, TO DIRECT TRAFFIC AROUND THE WORK SITE.

C. ALL ROADS AND PARKING LOTS REQUIRING CLOSURE TO FACILITATE CONSTRUCTION

OPERATIONS SHALL BE REOPENED AT THE END OF EACH WORK DAY.

4. THE CONTRACTOR SHALL OBTAIN ALL THE REQUIRED APPROVALS PRIOR TO START OF

CONSTRUCTION.

5. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF FLAGMEN, EQUIPPED WITH THE

PROPER SAFETY CLOTHING, EQUIPMENT, AND/OR COMMUNICATION DEVICES TO CONDUCT,

CONTROL, AND MANAGE THE TRAFFIC ENTERING CONTRACTOR WORK SITE.

6. CONTRACTOR SHALL PROVIDE THE APPROPRIATE NUMBER OF ROAD SIGNS, I.E., ROAD CLOSED, DETOUR SIGNS, INFORMATION SIGNS OF UPCOMING AND/OR DURATION OF ROAD/LANE CLOSURE

SIGNS TO PROPERLY ADVISE AND REROUTE THE INCOMING TRAFFIC AWAY FROM THE

CONSTRUCTION SITE AND ALLOW FOR LOCAL TRAFFIC SERVICE INTO THE CONSTRUCTION AREAS.

7. CLOSURE OF MAJOR ROADWAYS, INTERSECTIONS, AND BASE ENTRANCES WILL REQUIRE THE

CONTRACTOR TO PROVIDE SEVERAL ELECTRONIC MESSAGE BOARDS SURROUNDING THE

CONSTRUCTION SITE AND SIGNS POSTED A MINIMUM OF 30 DAYS IN ADVANCE OF THE CLOSURE

WORK.

8. IN THE EVENT THE REQUESTED LANE/ROAD CLOSURE NEEDS TO BE EXTENDED DUE TO UNFORSEEN

WORK, ADVERSE WEATHER, ETC., THE CONTRACTOR SHALL SUBMIT IN WRITING A MINIMUM TWO (2)

WEEKS PRIOR TO THE PERMIT EXPIRATION DATE TO SEEK A PERMIT EXTENSION FROM DPW

TRAFFIC ENGINEER, KENNETH NAKASHIMA, (808)-656-1965.

9. TRAFFIC CONTROL PERMIT SHALL BE RENEWED ONE YEAR FROM THE START DATE OF THE

PERFORMANCE PERIOD (POP), AND ANNUALLY THEREAFTER.

10. CONTRACTOR TRAFFIC CONTROL PROCEDURES SHALL INCORPORATE THE FOLLOWING:

A. A MINIMUM ROADWAY WIDTH OF 10 FEET SHALL BE OPEN AT ALL TIMES

B. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS COMPLETED, THE

CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NO LONGER NEEDED TO

PERMIT FREE AND SAFE PASSAGE OF PUBLIC TRAFFIC.

C. PROVIDE ADEQUATE, SAFE, NONSKID BRIDGING MATERIAL OVER TRENCHES IN PAVEMENT

AREAS TO HANDLE HS20-44 VEHICULAR TRAFFIC.

D. SAFE PEDESTRIAN TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION

PERIOD.

E. TRAFFIC CONTROL PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MUTCD AND

U.S. ARMY GARRISON HAWAII REQUIREMENTS.

11. EROSION CONTROL MEASURES SHOWN ON THIS DRAWING ARE THE MINIMUM. CONTRACTOR SHALL

COMPLY WITH ALL CITY & COUNTY OF HONOLULU STANDARDS AND THE NOTES ON G-003 THROUGH

G-005. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THESE EROSION CONTROL

INSTALLATIONS AND TO ADD AND ADJUST EROSION CONTROL BMPs AS THE NEED ARISES.

12. ONE COURSE OF SILT FENCE MATERIAL TO BE CONNECTED TO THE BOTTOM OF THE

CONSTRUCTION FENCE FOR DUST CONTROL.

13. PROTECT THE CONSTRUCTION FENCE ON EACH TRAFFIC FACING SIDE WITH MUTCD TYPE 3

BARRICADES.

14. PORTABLE TOILETS SHALL NOT BE PLACED WITHIN THE VICINITY OF A STORM DRAIN AND SHALL BE

SECURED TO PREVENT TIPPING.

C-102

D E

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6/15/2021

NO. 23905

PROFESSIONAL

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E x

D

S D x

S D x

S D x

D

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S

S6

A4

C-401

ENLARGED

SITE PLAN

2- 2" Ø DOUBLE WALL

PRODUCT PIPE W/ 4"

ACCESS PIPE

3- 2" Ø VENT PIPE

10K GAL

FUEL TANK

6K GAL FUEL TANK

VENT

RISER

SHOPETTE

BUILDING

BOUGAINVILLEA LOOP

B

O

U

G

A

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N

V

I

L

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P L U

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PROJECT

LIMITS

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N

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S I G

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D

B

Y

D E

S C

R I P

T I O

N

A

M A

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S I Z

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S U

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B

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D A

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C O

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C H

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D R

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N

B

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I S

S U

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D

A T

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B

C

D

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F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

DESIGN COMPLETE

J U

W A

D

U S

A

R M

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C

O R

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N G

I N

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R S

H O

N O

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A I I

A5 OVERALL SITE PLAN

SCALE: 1" = 10'

GRAPHIC SCALEPLAN NORTH

C-103

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C O

B I

D

M

U N

N E

L L

M

F

U R

R

F Y

A

M R

C

D

CONCRETE PAVEMENT

8" CONCRETE

PAVEMENT

8" CONCRETE

PAVEMENT (ELEC.

INSTALLATION)

REBUILD ISLAND AROUND

EACH SUMP (MATCH

EXISTING, TYP. 4)

SEE NOTE 2

FUEL DISPENSER

SUMP (TYP 4). SEE

SHEET M-501

E7

C-503

AC ROLLOVER

CURB

E1

C-503

TRENCH DRAIN

(REUSE GRATE)

E9

C-503

4" Ø BOLLARD

(TYP 4)

A1

C-502

8" CONCRETE

PAVEMENT

A1

C-502

8" CONCRETE

PAVEMENT

R

E

B

U

I

R

E

T

A

I N

I

L

L

C7

C-503

8" RETAINING

WALL

D9

C-503

6" CONCRETE

CURB

C4

C-503

6" HEADER

CURB

A4

C-502

ASPHALTIC CONCRETE

PAVEMENT

A4

C-502

ASPHALTIC CONCRETE

PAVEMENT

4" SIDEWALK

CONCRETE REPAIR

(ELEC. INSTALLATION)

SEE NOTE 1

SHOPPETTE

E4

C-503

12" CONCRETE DISPENSER

ISLAND. REBUILD AROUND

EACH SUMP (SEE NOTE 2)

VENT RISER

SEE SHEET M-502

.1

5.6'±

1.50'

4.65'

4.62'

6.00'

2.12'

2.00'

5.6'±

5.6'±

A2

C-503

TRAFFIC

ARROW

A5

C-503

EDGE

STRIPE

B

O

U

G

A

I N

V

I L

L

O

P

PROVIDE STRAIGHT

LINE BETWEEN

EXISTING JOINTS ON

ISLANDS

EXISTING JOINT ON

ISLAND (TYP)

EXISTING JOINT ON

ISLAND (TYP)

E9

C-502

ELECTRICAL DUCTS

TRENCH DETAIL

0.50'

0.50'

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

DESIGN COMPLETE

J U

W A

D

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

F Y

R

E P

A

P

L A

P

C

O V

E R

Y

S Y

S T

E M

U

N D

E R

G R

O U

O

R A

N

K S

A

N D

P I P

I N

G

A

T

G

A

T I O

N

A

O

A H

U

H

A W

A I I

A4 ENLARGED SITE PLAN

SCALE: 1" = 5'

GRAPHIC SCALE

PLAN NORTH

C-401

E N

L A

R G

T

E

P

L A

N

D

M

U N

N E

L L

J

J A

C O

B I

D

M

U N

N E

L L

M

F

U R

R

F Y

A

M R

C

D

W G

19.00'

NOTES:

1. 5,000 PSI SIDEWALK CONCRETE. 4" MINIMUM CONCRETE OR MATCH EXISTING

DEPTH, 6" MINIMUM AGGREGATE BASE OR MATCH EXISTING DEPTH, ETC.

2. ISLANDS TO BE PAINTED BLUE TO MATCH EXISTING.

R

E

T

A

I N

I

N

G

T

H

CONCRETE PAVEMENT

8" CONCRETE

PAVEMENT

8" CONCRETE

PAVEMENT (ELEC.

INSTALLATION)

REBUILD ISLAND

AROUND EACH SUMP

(MATCH EXISTING, TYP.

4)

FUEL DISPENSER

SUMP (TYP 4). SEE

SHEET M-501

E7

C-503

AC ROLLOVER

CURB

E1

C-503

TRENCH DRAIN

3' THICKENED EDGE

(REUSE GRATE)

E9

C-503

4" Ø BOLLARD

(TYP 4)

A1

C-502

8" CONCRETE

PAVEMENT

D9

C-503

6" CONCRETE

CURB

A4

C-502

ASPHALTIC CONCRETE

PAVEMENT

A4

C-502

ASPHALTIC CONCRETE

PAVEMENT

4" SIDEWALK

CONCRETE REPAIR

SEE NOTE 1

(ELEC.

INSTALLATION)

E4

C-503

12" CONCRETE DISPENSER

ISLAND. REBUILD AROUND

EACH SUMP

F

A

A

A

A

A

A

A

A

A

A

A

A

A

E

E

E

E

J

J

J

J

J

J

J

J

C

N:70,798.09

E:1,668,504.37

C

N:70,799.93

E:1,668,514.15

C

N:70,811.75

E:1,668,542.75

AC

N:70,780.68

E:1,668,502.52

J

J

A1

C-502

8" CONCRETE

PAVEMENT

VB

N:70,810.53

E:1,668,487.00

VB

N:70,805.10

E:1,668,492.35

E

C

N:70,806.55

E:1,668,502.78

C

N:70,808.39

E:1,668,512.56

C

N:70,808.12

E:1,668,523.47

N:70,809.86

E:1,668,546.91

B

O

U

G

A

I

N

V

I

L

L

O

P

N:70,788.22

E:1,668,493.98

J

J

J

J

N:70,817.91

E:1,668,488.13

N:70,835.16

E:1,668,581.12

N:70,827.70

E:1,668,576.31

N:70,811.88

E:1,668,492.16

N:70,818.71

E:1,668,488.93

N:70,835.88

E:1,668,580.24

N:70,819.51

E:1,668,535.45

N:70,815.72

E:1,668,515.33

N:70,813.45

E:1,668,503.26

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

DESIGN COMPLETE

J U

W A

D

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

F Y

R

E P

A

P

L A

P

C

O V

E R

Y

S Y

S T

E M

U

N D

E R

G R

O U

O

R A

N

K S

A

N D

P I P

I N

G

A

T

G

A

T I O

N

A

O

A H

U

H

A W

A I I

A3 JOIN LAYOUT / HORIZONTAL CONTROL

SCALE: 1" = 5'

GRAPHIC SCALE

PLAN NORTH

C-402

J O

I N

T

L

A Y

O U

T

A

R

I Z

O N

T A

L

C O

N T

R O

L

D

M

U N

N E

L L

J

J A

C O

B I

D

M

U N

N E

L L

M

F

U R

R

F Y

A

M R

C

D

W G

LEGEND

A CONTRACTION JOINT

E EXPANSION JOINT

F RIGID TO FLEXIBLE

JOINT.

J NEW TO EXISTING

CONCRETE JOINT.

C-502

F4

C-502

F7

C-502

A9

C-502

E8

ABBREVIATIONS

VB VENT SUMP BOX

C CENTER (MANWAY)

AC ASPHALTIC CONCRETE

NOTES:

1. DOWELS WILL NOT BE PLACED AT SIDEWALKS.

JOINT DESIGNATION PROVIDED FOR JOINT

SEALANT INFORMATION ONLY.

CONCRETE

PAVEMENT

FUEL DISPENSER

SUMP (TYP 4). SEE

SHEET M-501

E7

C-503

AC ROLLOVER

CURB

E1

C-503

TRENCH DRAIN

D9

C-503

6" CONCRETE

CURB

SHOPPETTE

VENT RISER

SEE SHEET M-502

T

C

T

C

T

C

B

W

B

W

1T

C

MATCH EXISTING

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

ASPHALTIC

CONCRETE

MATCH

EXISTING

B8

M-501

SUMP PUMP FRAME AND COVER.

1 1/2" ABOVE SURROUNDING

FINISHED GRADE (TYP 3)

ASPHALTIC

CONCRETE

PIPING CONNECTIONS

1" ABOVE SURROUNDING

GRADE. SEE M-502

MATCH EXISTING

(TYP 4)

T

C

B

C

MATCH

EXISTING

MATCH

EXISTING

MATCH

EXISTING

B

W

T

C

E4

C-503

CONCRETE

DISPENSER ISLAND

MATCH

EXISTING

MATCH

EISXTING

MATCH

EXISTING

.0

B

O

U

G

A

I N

V

I L

L

O

P

B

W

B

W

B

W

B

C

B

C

B

C

C4

C-503

6" HEADER

CURB

T

C

T

C

TAPER CURB

TO MATCH

EXISTING

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

DESIGN COMPLETE

J U

W A

D

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

F Y

R

E P

A

P

L A

P

C

O V

E R

Y

S Y

S T

E M

U

N D

E R

G R

O U

O

R A

N

K S

A

N D

P I P

I N

G

A

T

G

A

T I O

N

A

O

A H

U

H

A W

A I I

A4 ENLARGED SITE PLAN

SCALE: 1" = 5'

GRAPHIC SCALE

PLAN NORTH

C-403

G R

A D

I N

G

P

L A

N

D

M

U N

N E

L L

J

J A

C O

B I

D

M

U N

N E

L L

M

F

U R

R

F Y

A

M R

C

D

W G

19.00'

LEGEND

EXISTING SPOT ELEVATION

NEW SPOT ELEVATION

X 100.00

X 100.00

EXISTING ASPHALT

FINAL SAWCUT

IMMEDIATELY PRIOR

TO NEW PAVING

EXISTING BASE

LIMITS AS SHOWN

ON PLAN

ACTUAL DEMO

12"

INITIAL SAWCUT

NEW PAVEMENT

E5

NTS

ASPHALT DEMOLITION JOINT DETAIL

NEW

AGGREGATE

BASE

E8

NTS

FILLABLE PLASTIC JERSEY BARRIER DETAIL

C9

NTS

TEMPORARY STEEL FENCE

M

I N

M

A

X

FINAL SAW CUT (TYP.)

NOTES:

INITIAL SAW CUT (TYP.)

SEE PAVEMENT REMOVAL/REPLACEMENT

DETAILS FOR DIMENSIONS

STAGES AS SHOWN IN THE SECTION "PAVEMENT REMOVAL DETAIL".

THE EXISTING CONCRETE SHALL BE SAW CUT AND REMOVED IN TWO

TO MINIMIZE SPALLING AND CHIPPING CAUSED BY BREAKING UP EXISTING

CONCRETE, FULL DEPTH SAW CUTS SHALL BE REQUIRED. THE INITIAL CUTS

SHALL BE AT LOCATIONS SHOWN IN THE DETAIL. THE FINAL CUT SHALL

BE AT THE LOCATIONS SHOWN IN THE DETAIL.

1.

2.

SECTION A-A

BASE

JOINT

EXISTING

90°

2'

SEE PLAN

DIMENSION VARIES

BE REMOVED

PAVEMENT TO

EXISTING PORTLAND CEMENT

2'

BY HAND

CONCRETE PVMT.

2'

FINAL SAWCUT

D I M

E N

S I O

N

V

A R

I E

S

PAVEMENT REMOVAL

(BY HAND METHOD)

PAVEMENT

CONCRETE

A

2'

S E

E

P

L A

N

(TYP.)

OVERCUT

AVOID

90°

A

PLAN

FINAL CONCRETE

REMOVAL

INITIAL

INITIAL SAWCUT SHALL BE PERFORMED WITH A DIAMOND BLADE SAW.

3.

SAWCUTS SHALL BE FULL DEPTH.

4.

FINAL SAWCUT SHALL BE WITH A WHEEL SAW.

5.

A5

NTS

CONCRETE PAVEMENT REMOVAL DETAIL

EXISTING

JOINT

ALONG THE JOINT LINE.

D5

NTS

SAFETY SIGN

2" MAX

MESH

SIZE

14"

NOTE:

FOR DUST CONTROL, USE A UV STABLE DUST CONTROL FABRIC FOR

1.

THE FULL HEIGHT OF THE FENCE.

1"Ø DRAIN

WITH PLUG

FORK LIFT SLOTS

7" LIGHT

MOUNT

3"

2"

2"

8'-0"

SECTION A-A

PLAN

ELEVATION

8'-0"

2.5"Ø FILL PORT

ISOMETRIC VIEW

5"

3.5"

3"

2"

5"

3"

10"

16"

FILL PORT

YELLOW

LIGHT (TYP.)

YELLOW

LIGHT

(TYP.)

NOTE:

OF ULTRA VIOLET RESISTANT POLYETHYLENE

ORANGE COLORED 24" JERSEY BARRIER MADE

1.

WITH APPROXIMATELY 1/4" WALL THICKNESS.

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

DESIGN COMPLETE

J U

W A

D

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

F Y

R

E P

A

P

L A

P

C

O V

E R

Y

S Y

S T

E M

U

N D

E R

G R

O U

O

R A

N

K S

A

N D

P I P

I N

G

A

T

G

A

T I O

N

A

O

A H

U

H

A W

A I I

C-501

D E

M O

L I T

I O

N

D

E T

A I L

S

D

M

U N

N E

L L

J

J A

C O

B I

D

M

U N

N E

L L

M

F

U R

R

F Y

A

M R

C

D

W G

6/15/2021

NO. 23905

PROFESSIONAL

R

E

G

I S

T E

R

E

D

E

N

G

I N E

E

R

D

O

U

G

L

A

S

G

E

O

R G

I

A

M

U

N

N

E

8"

4"

CLR

DEPTH OF SEALANT =

1.0 TO 1.5 TIMES THE WIDTH

OF SEALANT RESERVOIR

1/2" TO 5/8"

POURED JOINT

SEALANT RECESSED 1/8"

TO 1/4" BELOW TOP OF

PAVEMENT (SEE NOTE 1)

NON-MOISTURE ABSORPTIVE

NON-REACTIVE BACKER ROD

TO FIT SNUG IN JOINT

1/2" TO 5/8"

SAWCUT

COMPLETED SAWCUT JOINT

DEPTH OF SAWCUT AS REQ'D FOR

SEALANT, SEALANT RECESS

AND BACKER ROD

FINAL SAWCUT FOR

JOINT SEALANT

RESERVOIR

1/8" MINIMUM INITIAL SAWCUT

T = PAVEMENT THICKNESS

T/4

JOINT

SEALANT

A

E8

CONTRACTION JOINT

NTS

CONTRACTION JOINT SEALANT

NTS

NOTE:

1. ALL NEW…