B08_Attach_8__Title_II_100__Final_Drawings_with_Geotech_Info_0004.pdf

Test Pit: TP-1

National Park Service (NPS)

Kalaupapa Fueling Station

Molokai'i Island, HI

Driller: National Park Service

Drill Method: Backhoe excavator, test pit

Sample Method: Bulk

Borehole Diameter: 5' x 10'

Figure: 1.1

MFA Job #:

Client:

629-011

MASON

Location: N 21°11'23.84" W 156°58'45.15"

Date/Time Begin : 06/10/21 @ 09:43

Date/Time Finish : 06/10/21 @ 11:50

Logged By: EN

Surface Conditions: Grass

Material Description

Bulk Sample: 1' bgs and 5' bgs

ML Brown sandy silt interbedded with highly weathered basaltic cobbles and boulders

GM Grades to red/brown silty gravel w/ sand interbedded with highly weathered basaltic cobbles and boulders

RX

Grey/blue igeneous basaltic rock, lightly weathered, lightly fractured

Excavation terminated upon excavator refusal at

5' bgs

Tests Performed

Gradation

Note: Pocket penetrometer (PP) readings taken in soft materials

PP: >4.5 TSF

PP: 3.5 TSF

Checked By: RTI

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T n o t e n c o u n t e r e d

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C l a s s i f i c a t i o n

Test Pit: TP-2

National Park Service (NPS)

Kalaupapa Fueling Station

Molokai'i Island, HI

Driller: National Park Service

Drill Method: Backhoe excavator, test pit

Sample Method: Bulk

Borehole Diameter: 5' x 10'

Figure: 1.2

MFA Job #:

Client:

629-011

MASON

Location: N 21°11'23.86" W 156°58'44.38"

Date/Time Begin : 06/10/21 @ 12:00

Date/Time Finish : 06/10/21 @ 12:38

Logged By: EN

Surface Conditions: Grass

Material Description

Bulk Sample: 1' bgs and 5' bgs

ML Brown sandy silt interbedded with highly weathered basaltic cobbles and boulders

GM Grades to red/brown silty gravel w/ sand interbedded with highly weathered basaltic cobbles and boulders

RX

Grey/blue igeneous basaltic rock, lightly weathered, lightly fractured

Excavation terminated upon excavator refusal at

5' bgs

Tests Performed

Gradation

Note: Pocket penetrometer (PP) readings taken in soft materials

PP: 3,25 TSF

PP: >4.5 TSF

PP: 2.0 TSF

Checked By: RTI

G W

T n o t e n c o u n t e r e d

S a m p l e

B l o w s p e r

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I n c h e s

D r i v e n

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Q D

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C l a s s i f i c a t i n warren Snapshot

DSGN. DRWN. CHKD. APPD.

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL

BE UNDER MY OBSERVATION.

Signature Expiration Date of the License 04/30/22

S1

GENERAL NOTES AND

TYPICAL DETAILS

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MATCH BOTTOM REINFORCING

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TOP OF FTG.

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%%UCOND. BELOW FTG.

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SC: 3/4" = 1'-0"

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%%UCOND. THRU FTG.

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TYP. PIPES & CONDUITS AT FOOTING DETAIL

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PIPE SLEEVE TO BE 3" LARGER THAN PIPE OR CONDUIT (TYP.)

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%%UCOND. AT CORNER

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%%UCOND. AT INTERSECTION

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NOT TO SCALE

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%%UTYP. REINFORCING

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PLAN FOR CONC. FOOTINGS

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STANDARD HOOK (12"MIN.) TYP.

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STANDARD HOOK (12" MIN.) TYP.

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FOOTING ADJACENT TO UTILITY TRENCH

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NO TO SCALE

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FINISH GRADE

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BOTTOM OF FOOTING SHALL BE BELOW THIS LINE

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BOTTOM OF UTILITY TRENCH

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12" (MIN.)

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1'-0" (MIN.)

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AL

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MA

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AL

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

AutoCAD SHX Text CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM KALAUPAPA NATIONAL HISTORICAL PARK

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PROFESSIONAL

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ENGINEER

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LICENSED

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%%UGENERAL NOTES

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%%USPECIAL INSPECTION

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1. ITEMS REQUIRING SPECIAL INSPECTION:

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1. BOLTS IN CONCRETE (2012 IBC TABLE 1705.3)

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2. REINFORCING STEEL (2012 IBC TABLE 1705.3 - PERIODIC)

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3. HIGH STRENGTH BOLTING (AS REQ'D BY PEMB)

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1. CODES: 2012 INTERNATIONAL BUILDING CODE

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%%UREINFORCED CONCRETE

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%%UFOUNDATION

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%%UDESIGN CRITERIA

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2. FOUNDATION DESIGN CRITERIA

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ALLOWABLE BEARING 2,000 PSF

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COEFFICIENT OF FRICTION 0.25

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PASSIVE PRESSURE 150 PCF

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2. CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR AND THE CONTRACTING OFFICER A MINIMUM OF 3 WORKING DAYS PRIOR TO NEED OF INSPECTION SERVICES. NOTIFICATION SHALL INCLUDE WHERE AND WHAT ITEMS NEED TO BE INSPECTED. CONTRACTOR SHALL PROVIDE ACCESS FOR THE INSPECTOR INCLUDING SCAFFOLDING, LADDERS, MANLIFTS, FALL PROTECTION, SAFETY HARNESS ETC. REQUIRED BY THE INSPECTOR. THE CONTRACTOR SHALL CORRECT DEFECTIVE WORK AT NO ADDITIONAL COST TO THE NPS AND PAY FOR RE-INSPECTION. WORK SHALL NOT PROCEED UNTIL INSPECTION HAS BEEN COMPLETED TO THE SATISFACTION OF THE INSPECTOR. NO TIME EXTENSION WILL BE GRANTED FOR THE SPECIAL INSPECTION AND CORRECTION OF DEFECTIVE WORK.

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3. THE CONTRACTOR SHALL HIRE AND PAY FOR THE SERVICES OF THE SPECIAL INSPECTOR.

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9. ALL FOOTINGS SHALL BE BOTTOMED A MINIMUM OF 24" BELOW THE LOWEST ADJACENT GRADE AND A MINIMUM HORIZONTAL DISTANCE OF 5 FEET SHALL BE MAINTAINED BETWEEN THE BOTTOM EDGE OF FOOTING AND THE SLOPE.

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10. ALL WATER, MUD AND DEBRIS SHALL BE REMOVED FROM THE BOTTOM OF FOOTING EXCAVATIONS PRIOR TO THE PLACEMENT OF CONCRETE.

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3. LATERAL FORCES SEISMIC SEISMIC IMPORTANCE FACTOR Ie 1.0 SEISMIC USE GROUP I MAPPED SPECTRAL RESPONSE Ss 0.798 S1 0.204 SITE CLASS D Sds 0.628 Sd1 0.271 SEISMIC DESIGN CATEGORY D D WIND BASIC WIND SPEED (3 SECOND GUST) 130 MPH OPEN STRUCTURE RISK CATEGORY II WIND EXPOSURE C K 1.2 K (ROOF) 0.75 4. LIVE LOADS LIVE LOADS ROOF (REDUCTIONS PER IBC) 20 PSF 20 PSF 5. ROOF COLLATERAL DEAD LOAD 2 PSF ROOF COLLATERAL DEAD LOAD 2 PSF 2 PSF

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4. QUALIFICATIONS: EACH SPECIAL INSPECTOR SHALL PROVIDE WRITTEN DOCUMENTATION TO THE CONTRACTING OFFICER DEMOSTRATING THEIR COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING IN EACH TYPE OF INSPECTION TO BE PERFORMED. THE ENGINEER OF RECORD AND THEIR PERSONNEL ARE PERMITTED TO ACT AS THE SPECIAL INSPECTOR.

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5. THE REQUIRED VERIFICATION OF EACH TYPE OF INSPECTION IS NOTED IN ITEM 1 ABOVE. SPECIAL INSPECTION OF SLIP CRITICAL HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCE WITH THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.

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6. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH INSPECTION REPORTS TO THE CONTRACTOR, ENGINEER OF RECORD AND THE CONTRACTING OFFICER. REPORTS SHALL INDICATE IF THE WORK INSPECTED WAS OR WAS NOT IN CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR AND THE CONTRACTING OFFICER FOR CORRECTION.

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%%USTRUCTURAL STEEL

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2. ALL BOLTS SHALL CONFORM TO ASTM A307.

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1. ALL STRUCTURAL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STEEL PIPES AND STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B. CHANNELS, ANGLES, PLATES, BARS AND MISCELLANEOUS STEEL SHAPES SHALL CONFORM TO ASTM A-36. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.

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3. WELDING: ALL WELDING IS TO COMPLY WITH A.W.S. SPECIFICATIONS AND IS TO BE DONE BY CERTIFIED WELDERS. ALL WELDING IS TO BE DONE BY ELECTRIC ARC PROCESS AND SHALL BE PERFORMED WITH APPROVED ELECTRODES AS REQUIRED BY I.B.C. WELDS ARE DESIGNED AT FULL STRESS.

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4. ALL WELDS NOT SHOWN SHALL BE FULL PENETRATION WELDS CAPABLE OF DEVELOPING THE FULL STRENGTH OF THE CONNECTING MEMBERS.

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5. THE CONTRACTOR SHALL DETAIL ALL MEMBERS AND CONNECTIONS NOT SHOWN AND SHALL SUBMIT THEM TO THE ENGINEER FOR REVIEW AND APPROVAL. COST OF THESE MEMBERS AND CONNECTIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID PRICE.

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6. HOT DIP GALVANIZE ALL STRUCTURAL STEEL SHAPES, PLATES, BOLTS AND ACCESSORIES. INTERIOR SURFACES OF HSS MEMBERS SHALL BE GALVANIZED AS WELL.

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1. ALL WORK SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS ADOPTED AND AMENDED BY THE COUNTY OF MAUI.

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2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND THE SPECIFICATIONS.

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3. THE GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY UNLESS OTHERWISE SHOWN.

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4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.

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5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE CONTRACTING OFFICER.

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6. ARCHITECTURAL PLANS ARE CONSIDERED A PART OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING, BUT NOT LIMITED TO RELATIVE LOCATION OF MEMBERS, ELEVATIONS, LOCATION OF ALL OPENINGS, ETC.

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7. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL FLOOR AND WALL OPENINGS, FLOOR FINISHES, ETC.

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8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE START OF THE JOB AND NOTIFY ALL DISCREPANCIES TO THE CONTRACTING OFFICER.

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9. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED.

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11. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION.

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12. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO PROPERLY ALIGN THE STRUCTURE.

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13. SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE CONTRACTOR OFFICER FOR REVIEW PRIOR TO FABRICATION.

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14. ALL REQUESTS BY THE CONTRACTOR TO CHANGE WHAT IS SHOWN IN THE CONTRACT DOCUMENTS MUST BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER.

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10. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING AND THE PROTECTION OF ADJACENT PROPERTIES, STRUCTURES, STREETS AND UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

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1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-08.

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STRENGTH AGGR W/C

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SLAB ON GRADE

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7. STAGGER ALL SPLICES WHERE POSSIBLE.

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CONCRETE CAST AGAINST EARTH

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FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

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#5 AND SMALLER

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#6 AND LARGER

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CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

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SLABS, WALLS, AND JOISTS

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BEAMS AND COLUMNS

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2. ALL CONCRETE SHALL BE NORMAL WEIGHT (150 PCF) WITH AGGREGATES CONFORMING TO ASTM C-33. UNLESS OTHERWISE NOTED, THE COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS, MAXIMUM AGGREGATE SIZES AND MAXIMUM WATER - CEMENT RATIO SHALL BE AS FOLLOWS:

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3. IN ADDITION TO COARSE AND FINE AGGREGATE, MIX FOR SLABS ON GRADE SHALL CONTAIN 8% TO 15% MEDIUM SIZE AGGREGATE (BETWEEN 3/8" AND #8).

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4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.

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5. UNLESS OTHERWISE NOTED, SPLICES, LAPS, DOWEL EXTENSIONS AND EMBEDMENTS SHALL BE 48 BAR DIAMETERS MINIMUM, BUT NOT LESS THAN 2'-0"

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6. ALL REINFORCING BARS MARKED CONTINUOUS (CONT.) ON THE PLANS SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM, BUT NOT LESS THAN 2'-0"

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8. ALL WELDING OF REINFORCING SHALL CONFORM TO "STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS D1.4).

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9. REBARS SHALL BE SUPPORTED, BENT AND PLACED AS PER "MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES" ACI 315 (LATEST).

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10. MINIMUM COVER IN INCHES FOR REBARS FOR CAST-IN-PLACE CONCRETE:

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11. AT TIME CONCRETE IS PLACED, REINFORCING SHALL BE FREE FROM MUD, OIL, LAITANCE OR OTHER COATINGS ADVERSELY AFFECTING BOND CAPACITY.

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12. REINFORCEMENT, ANCHOR BOLTS, SIMPSON CONNECTORS, DOWELS AND ALL OTHER EMBEDDED ITEMS SHALL BE POSITIVELY SECURED BEFORE POURING.

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2,500 PSI

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FOUNDATIONS

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2,500 PSI

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%%UCOLD-FORMED METAL FRAMING:

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2. ALL MEMBERS SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM A653 STRUCTURAL QUALITY SHEET STEEL. MEMBERS 54 MILS AND THICKER SHALL BE GRADE 50 KSI. MEMBERS LESS THAN 54 MILS THICK SHALL BE GRADE 33 KSI.

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3. ALL MEMBERS SHALL BE HAVE A MINIMUM PROTECTIVE COATING EQUAL TO G60 GALVANIZED FINISH.

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4. ALL SCREWED FASTENERS SHALL BE STANDARD THREADED, SELF DRILLING FASTENERS. USE APPROPRIATE THREADS AND HEADS FOR THEIR INTENDED USE. UNLESS NOTED OTHERWISE, ALL SCREWS NOTED ON DRAWINGS MAY BE No. 8, No. 10 OR No, 12. IN GENERAL USE NO. 12 SCREWS FOR THICK GAUGE MATERIAL.

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5. WELDED CONNECTIONS: ALL WELDED CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE - SHEET STEEL" (ANSI/AWS D1.3-89) AS PUBLISHED BY THE AMERICAN WELDING SOCIETY. ALL WELDS SHALL BE DONE BY CERTIFIED WELDERS AND SHALL BE SHOP WELDS. WELDERS SHALL BE QUALIFIED FOR EACH TYPE OF WELD USED ON THE PROJECT.PAINT ALL WELDS WITH A ZINC RICH PRIMER AFTER MAKING WELD.

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1. MEMBER REFERENCES: ALL MEMBERS NOTED ON THE DRAWINGS ARE DESIGNATED BY INDUSTRY STANDARD NOMENCLASTURE FOR COLD FORMED STEEL FRAMING. ALL COLD-FORMED MEMBERS FOR THIS PROJECT SHALL CONFORM TO THE AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", 2012 EDITION.

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1. THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS IN GEOTECHNICAL ENGINEERING REPORT TITLED "GEOTECHNICAL CONSULATATION LETTER - CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM - PMIS #248432 - KALAUPAPA NATIONAL HISTORIC PARK - MOLOKAI, HAWAII PREPARED BY MASA FUJIOKA AND DATED JULY 1, 2021. UNLESS OTHERWISE NOTED, ALL FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS REPORT. THE REPORT IS PART OF THESE DRAWINGS AND SHALL BE KEPT ON THE JOB SITE AT ALLTIMES. 2. THIS SITE MAY CONTAIN SUBSURFACE VOIDS. THE THIS SITE MAY CONTAIN SUBSURFACE VOIDS. THE CONTRACTOR SHALL JACKHAMMER PROBE OVER THE FOOT PRINT OF THE BUILDING TO A DEPTH OF 5 FEET BELOW THE BOTTOM OF EXCAVATIONS. THE PROBING SHALL BE DONE IN A 5 FOOT BY 5 FOOT GRID OVER THE ENTIRE BUILDING FOOTPRINT. 3. ANY VOIDS ENCOUNTERED DURING PROBING SHALL BE ANY VOIDS ENCOUNTERED DURING PROBING SHALL BE FILLED WITH NEAT CEMENT GROUT WITH 28 DAY STRENGTH OF 3,000 PSI. 4. ONSITE EXCAVATED SOILS WILL NEED TO BE EVALUATED ONSITE EXCAVATED SOILS WILL NEED TO BE EVALUATED AND/OR TESTED BY THE GEOTECHNICAL ENGINEER BEFORE BEING APPROVED TO BE USED AS STRUCTURAL FILL. 5. FOOTINGS SHALL BEAR ON FIRM ONSITE MATERIAL OR FOOTINGS SHALL BEAR ON FIRM ONSITE MATERIAL OR STRUCTURAL FILL MOISTURE CONDITIONED TO WITHIN 3% OF OPTIMUM MOISTURE AND COMPACTED TO MINIMUM 95% MAXIMUM DRY DENSITY PER ASTM D1557.

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6. REFER TO SOILS REPORT FOR STRUCTURAL FILL REFER TO SOILS REPORT FOR STRUCTURAL FILL REQUIREMENTS. 7. STRUCTURAL FILL SHALL BE PLACED IN 8 INCH LOOSE STRUCTURAL FILL SHALL BE PLACED IN 8 INCH LOOSE LIFTS, MOISTURE CONDITIONED TO WITHIN 3% OPTIMUM MOISTURE CONTENT AND COMPACTED TO MINIMUM 95% MAXIMUM DRY DENSITY. 8. A REPRESENTATIVE OF MASA FUJIOKA SHALL BE A REPRESENTATIVE OF MASA FUJIOKA SHALL BE PRESENT DURING EXCAVATION,, SUBGRADE PREPARATION AND EARTWORK ACTIVITIES TO MONITOR THE WORK.

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UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL

BE UNDER MY OBSERVATION.

Signature Expiration Date of the License 04/30/22

S2

TYPICAL DETAILS

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THREADED ROD

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(REBAR)

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DRILL BIT

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DIAMETER

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MINIMUM

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EMBEDMENT

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1/2"DIA (#4)

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5/8"DIA (#5)

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3/4"DIA (#6)

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7/8"DIA (#7)

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PRE APPROVAL FOR SIMPSON STRONG TIE SET-XP EPOXY TIE ADHESIVE. ALL SUBSTITUTION

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REQUEST SHALL BE SUBMITTED WITH CURRENT ICBO REPORT TO ENGINEER FOR

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REVIEW AND APPROVAL.

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THREADED ROD SHALL BE ASTM A307. REINFORCING BAR SHALL BE ASTM A615 GRADE 60.

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PRE DRILL HOLE WITH DRILL BIT COMPLYING WITH ANSI B212.15-1994.

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CLEAN HOLE WITH OIL FREE COMPRESSED AIR AND NYLON BRUSH.

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FILL HOLE HALF FULL WITH ADHESIVE THEN INSERT ANCHOR TO BOTTOM OF HOLE AND

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TWIST CLOCKWISE TO ENSURE ADHESIVE COVERS ANCHOR SURFACE. ADHESIVE MUST BE

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LEVEL WITH CONCRETE SURFACE AFTER INSERTION OF ANCHOR.

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NOTES:

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NO TO SCALE

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EPOXY ANCHOR DETAIL

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CONCRETE SURFACE

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THREADED ROD OR REINFORCING BAR

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EMBEDMENT

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HOOKS, ALL GRADES

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DIMENSION OF STD. 90 DEGREE

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CORRESPONDINGLY SMALLER A AND J DIMENSIONS.

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TYP. REBAR BENDING DETAIL

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1. WHEN AVAILABLE DEPTH IS LIMITED, #3 THRU #11 GRADE 40 BARS

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%%UAT 90 DEGREE BENDS

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2. ALL BARS SHALL BE BENT COLD.

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NOT TO SCALE

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HOOKS, ALL GRADES

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DIMENSION OF STD. 180 DEGREE

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%%UAT 180 DEGREE BENDS

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%%UNOTE:

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A OR G

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SIZE

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BAR

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2 1/2" MIN.

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A OR G

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A OR G

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DIMENSION

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DETAILING

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OR

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HOOK

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D = BEND DIAMETER

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A OR G

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DIMENSION

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DETAILING

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THAN 8 HOURS AFTER FINISHING.

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AVOID EXCESSIVE RAVELING. BUT NOT MORE

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CONCRETE HAS HARDENED SUFFICIENTLY TO

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SAW CUT SHALL BE DONE AS SOON AS THE

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SAWED JOINT (C.J.)

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%%UNOTES:

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SC: 3/4" = 1'-0"

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1" DEEP SAWCUT, FILL WITH JOINT SEALER

AutoCAD SHX Text #4 @ 24"o.c.

AutoCAD SHX Text 2'-0"

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2-#4 CONT.

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

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THICKENED EDGE (TE0.7)

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1-1/4" CLR.

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TOOL EDGE

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PROFESSIONAL

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ENGINEER

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LICENSED

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SHEET

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OF

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TITLE OF SHEET

AutoCAD SHX Text CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM KALAUPAPA NATIONAL HISTORICAL PARK

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AutoCAD SHX Text 491 142833

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AutoCAD SHX Text warren Snapshot warren Typewritten Text

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL

BE UNDER MY OBSERVATION.

Signature Expiration Date of the License 04/30/22

FOUNDATION AND ROOF

FRAMING PLANS

S3

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FOUNDATION PLAN

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SC: 1/4"=1'-0"

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ROOF FRAMING PLAN

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SC: 1/4"=1'-0"

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TRUSS T-1

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RF-1

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TRUSS T-1

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RF-1

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RF-1

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8" EAVE CHANNEL

AutoCAD SHX Text 8"x16GA. Z-PURLIN @ 4'-0" O.C.

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RIDGE

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RF-2

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8" EAVE CHANNEL

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24 GA. METAL ROOFING, SEE ARCHITECTURAL DRAWINGS

AutoCAD SHX Text ROOF FRAMING NOTES: 1. FASTEN ROOF TO PURLINS PER ROOFING MANUFACTURER'S RECOMMENDATION. FASTEN ROOF TO PURLINS PER ROOFING MANUFACTURER'S RECOMMENDATION. 2. SPACE PURLINS AT 4'-0"o.c. MAXIMUM. SPACE PURLINS AT 4'-0"o.c. MAXIMUM. 3. LAP PURLINS 4'-0" OVER TRUSS AS SHOWN. PURLINS SHALL BE CONTINUOUS OVER END TRUSS (NO LAP PURLINS 4'-0" OVER TRUSS AS SHOWN. PURLINS SHALL BE CONTINUOUS OVER END TRUSS (NO SPLICE). 4. CONNECT ROD X-BRACING 2" BELOW TOP OF TRUSS TOP CHORD. EACH ROD BRACE SHALL HAVE A CONNECT ROD X-BRACING 2" BELOW TOP OF TRUSS TOP CHORD. EACH ROD BRACE SHALL HAVE A TURNBUCKLE.

AutoCAD SHX Text 12"DIA ROD BRACING with TURNBUCKLE, TYP.

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TYP.

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HOUSE KEEPING PAD

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CONTROL PANEL SUPPORT. SEE ARCHITECTURAL DRAWINGS

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FUEL DISPENSER SEE MECHANICAL DRAWINGS

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RF COLUMN PEDESTAL P1

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RF COLUMN PEDESTAL P1

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RF COLUMN PEDESTAL P1

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5,000 GALLON GASOLINE TANK ABOVE

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GASOLINE TANK FOOTING UNDER EACH END

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5,000 GALLON GASOLINE TANK ABOVE

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SIM.

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PROFESSIONAL

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ENGINEER

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AutoCAD SHX Text CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM KALAUPAPA NATIONAL HISTORICAL PARK

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UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL

BE UNDER MY OBSERVATION.

Signature Expiration Date of the License 04/30/22

SECTION RIGID FRAME

S4

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SC: 1"=1'-0"

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TRUSS T-1 ELEVATION

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TYP.

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TRUSS SYMMETRICAL ABOUT CENTERLINE

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INTERSECTION OF TOP CHORD AND WEB CENTERLINES, TYP.

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WELD 1/4" THICK STEEL PLATE EACH END

AutoCAD SHX Text NOTES: 1. GRIND ALL WELDS SMOOTH GRIND ALL WELDS SMOOTH 2. HOT DIP GALVANIZE ALL MEMBERS HOT DIP GALVANIZE ALL MEMBERS 3. PAINT TRUSS PER ARCHITECTURAL DRAWINGSPAINT TRUSS PER ARCHITECTURAL DRAWINGS

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SECTION RIGID FRAME RF-1

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SC: 1/4"=1'-0"

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SECTION RIGID FRAME RF-2

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SC: 1/4"=1'-0"

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FRAME

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WELD 1/4" THICK STEEL PLATE AT END

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WELD 1/4" THICK STEEL PLATE AT END

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STEEL TRUSS

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EACH SIDE

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SEE RIGHT

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PROFESSIONAL

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ENGINEER

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SHEET

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OF

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TITLE OF SHEET

AutoCAD SHX Text CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM KALAUPAPA NATIONAL HISTORICAL PARK

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AutoCAD SHX Text warren Snapshot warren Typewritten Text

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL

BE UNDER MY OBSERVATION.

Signature Expiration Date of the License 04/30/22

SECTIONS

S5

AutoCAD SHX Text

5,000 GALLON TANK

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

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TRAVERSE SECTION GAS PAD

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

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LONGITUDINAL SECTION GAS PAD

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5,000 GALLON TANK

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5-#5 CONT. LONG REBAR

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CRUSHED AGGREGATE

AutoCAD SHX Text #5 @ 12"o.c.

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SEE LEFT

AutoCAD SHX Text #4 EACH FACE @ 12"o.c. AND AT TOP

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2" CLR.

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3" CLEAR

AutoCAD SHX Text 12" x 12" PEDESTAL

AutoCAD SHX Text 10" x 10" x 1/2" BASE PLATE

AutoCAD SHX Text 4 - #4 L

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2" CLEAR TO TIE

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3/4" CHAMFER

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%%U'2' PEDESTAL

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#3 TIE @ 8"O.C.

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1/2" ANCHOR BOLT,4 TOTAL

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WELD 1/4" THICK END PLATE TO HSS

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4 - #4 EACH WAY

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CONC. PEDESTAL & FOOTING

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COLUMN, PEDESTAL & FOOTING

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SC: 3/4" = 1'-0"

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SECTION @ RAISED HOUSE KEEPING PAD

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%%U'1' PLAN BASE PLATE

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%%U'3' PLAN BRACE CONNECTION

AutoCAD SHX Text WELD 4" x 8" x 3/8" STEEL PLATE TO TRUSS

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1/2" RODBRACING WITH TURNBUCKLE

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NOTE: CONNECTION AT SINGLE BRACE SIMILAR

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TRUSS

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SEE BELOW

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TRUSS T-1

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1/2" RODBRACING

AutoCAD SHX Text 8" x 16 GA. Z-PURLIN

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AutoCAD SHX Text 4" x 7-1/2" x 1/4" STEEL PLATE WELD TO TOP OF TRUSS

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(2) 1/2" BOLTS

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METAL ROOFING

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CLOSURE

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ENGINEER

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SHEET

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TITLE OF SHEET

AutoCAD SHX Text CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM KALAUPAPA NATIONAL HISTORICAL PARK

AutoCAD SHX Text 248432

AutoCAD SHX Text 491 142833

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AutoCAD SHX Text 3/4" = 1'-0"

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AutoCAD SHX Text warren Snapshot warren Typewritten Text warren Typewritten Text warren Typewritten Text warren Typewritten Text warren Typewritten Text

BID OPTION A

GASOLINE FUEL

ABOVE GROUND

STORAGE TANK

(TYP OF 2)

BID OPTION A

DIESEL FUEL ABOVE

GROUND STORAGE

TANK (TYP OF 2)

DIESEL FUEL ABOVE

GROUND UL2085

STORAGE TANK,

5,000-GALLON

MINIMUM CAPACITY

BID OPTION A

FUEL FILL HEADER PIPE

TO DISPENSER

2" SCH40, BLACK STEEL,

ABOVEGROUND (TYP)

BID OPTION A

PIPE SUPPORT

ON CONCRETE

BASE (TYP)

10'

(TYP)

GASOLINE FUEL

ABOVE GROUND

STORAGE TANK

UL 2085, 5,000-GALLON

MINIMUM CAPACITY

(TYP OF 4)

OUTLINE OF

CONCRETE PEDESTAL

(TYP OF 8)

OUTLINE OF

CONCRETE PEDESTAL

OUTLINE OF

STRUCTURE ROOF

ABOVE

FUEL DISPENSER,

2-PRODUCT, 2-HIGH

HOSE, 1-SIDED WITH

INTEGRATED FUEL

TRACKING SYSTEM

DISPENSER

CONTROLLER

BOLLARD, CONCRETE

FILLED (TYP)

11'-10"

(TYP) 4' MIN (TYP)

AUTOMATIC TANK GAUGE

AND MONITORING

SYSTEM CONTROLLER

AUTOMATIC FUEL

SHUT-OFF BUTTON

OVERALL FUEL FARM

TANK ARRANGEMENT

ABOVE

NFPA PORTABLE FIRE

EXTINGUISHER 80B:C IN

CABINET WITH SIGNAGE ABOVE.

GASOLINE FUEL

ABOVE GROUND

UL2085 STORAGE TANK,

5,000-GALLON MINIMUM

CAPACITY (TYP OF 4).

TOTAL 20,000-GALLONS

DIESEL FUEL ABOVE

GROUND UL2085

STORAGE TANK,

TOTAL 5,000-GALLON

MINIMUM CAPACITY

1 2 3 41

NOTE: ALL FUEL TANKS SHALL BE

CLASSIFIED AS PROTECTED TANKS

(UL 2085) AS DEFINED BY NFPA 30

AND 30A.

NFPA 30A PORTABLE FIRE

EXTINGUISHER, DRY CHEMICAL

80B:C TYPE IN CABINET WITH

SIGNAGE ABOVE

Signature Expiration Date of License

4/30/2022

M

EL

EK

YALCINTAS

This work was prepared by me or under my supervision and construction of this project will be under my observation.

NOTES:

1. CONFIRM BID OPTIONS WITH ARCHITECTURAL DRAWINGS.

2. ALL ABOVEGROUND TANKS SHALL BE UL2085, PROTECTED

TANKS FOR GASOLINE AND DIESEL FUEL STORAGE IN

ACCORDANCE WITH NFPA 30 AND 30A.

A. PROVIDE CENTRAL FUEL LEVEL AND LEAK MONITORING

SYSTEM FOR EACH TANK.

B. PROVIDE FUEL FILL SPILL CONTAINMENT BOX FACTORY

WELDED TO ROAD FRONTING FACE.

C. PROVIDE TOP OF TANK ACCESS LADDER IN COMPLIANCE WITH

OSHA REQUIREMENTS.

3. PROVIDE REINFORCED STRUCTURALLY DESIGNED CONCRETE

BASE FOR TANK SADDLE, RATED FOR FILLED WEIGHT OF ALL

TANKS. CONTRACTOR SHALL COORDINATE TANK SADDLE

LOCATION AND STRUCTURAL CONCRETE BASE WITH ACTUAL

FUEL STORAGE TANK PROVIDED.

4. COORDINATE ALL TANK GROUNDING WORK WITH ELECTRICAL

CONTRACTOR PRIOR TO START OF ANY WORK.

5. FUEL DISPENSER PUMP SHALL BE FULLY INTEGRATED SYSTEM

WITH KEYPAD ENTRY OR MAGNETIC CARD SWIPE FUEL

TRACKING HARDWARE-SOFTWARE COMPLETE WITH

INTERFACING PANEL, CONTROL WIRING AND POWER. BOTTOM

OF FUEL DISPENSER CONTROLLER AND TANK MONITORING

CONTROL PANEL SHALL BE 3'-6" ABOVE TOP OF SLAB, OUTSIDE

OF CLASS 1 DIV 2 HAZARDOUS AREA LIMITS.

6. ROUTE TANK VENT LINE TO CLEAR ANY OBSTRUCTION AND

TERMINATE MINIMUM 12-FT ABOVE FINISHED GRADE (TYP).

7. ALL FUEL PIPING SHALL BE BLACK STEEL, SCHEDULE 40 (TYP).

8. PROVIDE IN WEATHER RESISTANT CABINET PORTABLE FIRE

EXTINGUISHER 80 B:C TYPE IN ACCORDANCE WITH NFPA 30A,

SECTION 9.2.5.2.

16'0 8'4'

OVERALL FUEL FARM STORAGE TANK PLAN

SOUTH

TRUE NORTH

WEST

REFERENCE NORTH

LEGEND

BASE BID, ABOVE GROUND

STORAGE TANK

BID OPTION #, ABOVE GROUND

STORAGE TANK

EAST

SYMBOL ABBRV. DESCRIPTION

LIST OF ABBREVIATIONS & SYMBOLS

DN DOWN

VALVE, ISOLATION

ABOVEGROUND TANKS, BASE BID

ABOVEGROUND TANKS, BID OPTION

ABOVEGROUND STORAGE TANKAST

MINIMUMMIN

GALLONGAL

VALVE, BALL

VALVE, CHECK

FUEL, SUPPLY (TO DISPENSER) FS

FUEL, FILL FF

PIPE SUPPORTPS

CLEAR SPACE OUTLINE, MINIMUM

TYPICALTYP

SCHEDULE (PIPE)SCH

CLR

16'0 8'4'

OVERALL FUEL FARM STORAGE TANK ARRANGEMENT

AutoCAD SHX Text

OVERALL FUEL FARM

AutoCAD SHX Text

STORAGE TANK PLAN

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ATI

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ATI

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BKA

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

AutoCAD SHX Text CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM KALAUPAPA NATIONAL HISTORICAL PARK

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AutoCAD SHX Text

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text 1/8" = 1'-0" warren Snapshot warren Typewritten Text

4'

MINIMUM

CLEAR

(TYP)

25'-4"

GASOLINE FUEL ABOVE

GROUND UL 2085,

5,000-GALLON MINIMUM

CAPACITY TANK

(TYP OF 4)

DIESEL FUEL ABOVE

GROUND UL 2085,

5,000-GALLON MINIMUM

CAPACITY TANK

4'

MINIMUM

CLEAR

14'-10"

SADDLE

BASE

CENTERLINE

20'

7'-10"

2"FS SCH40, DN

WITH BALL VALVE

ON VERTICAL(TYP)

2"FS SCH40,

(TYP)

ROUTE 2"FS HEADER

UNDER TANK

(TYP)

3"FILL SCH40,

UP (TYP)

SPILL CONTAINMENT

BOX (TYP)

FUEL DISPENSER PAD5,000-GAL UL2085

AST FUEL TANK

(TYP OF 4)

B M2 M2B

M2 M2

TANK ELEVATION A

(TYP) A

M2 M3

TANK

ELEVATION

(TYP) B

M2 M3

DISPENSER

CONTROLLER

BID OPTION A

5,000-GAL UL2085

AST FUEL TANK

(TYP OF 2) B

M2 M2

BID OPTION A

5,000-GAL UL2085

AST FUEL TANK

(TYP OF 2) B

M2 M2

TANK SADDLE

CONCRETE

PEDESTAL (TYP)

C M2 S302

TANK ELEVATION B

(TYP) B

M2 M3

FILL PORT WITH SPILL

CONTAINMENT BOX,

TANK MOUNTED

20'

7'-10"

OSHA LADDER,

TANK ACCESS

OUTLINE OF

MINIMUM LADDER

CLEAR SPACE

3'

OUTLINE OF CLEAR

SPACE3'

14'-10"

CENTER

LINE OF

TANK

BASE

SADDLE

TANK INTERSTIAL

SPACE

10'

CENTERLINE OF

LIFTING LUG (TYP)

2", SCH40, DN TO 2",

SCH40 FUEL

DISPENSER

HEADER C

M3 S302

8'0 4'2'

FUEL FARM EQUIPMENT PLAN

Signature Expiration Date of License

4/30/2022

M

EL

EK

YALCINTAS

This work was prepared by me or under my supervision and construction of this project will be under my observation.

NOTES:

Signature Expiration Date of License

4/30/2022

M

EL

EK

YALCINTAS

This work was prepared by me or under my supervision and construction of this project will be under my observation.SOUTH

TRUE NORTH

WEST

REFERENCE NORTH

EAST

8'0 4'2'

AST FUEL TANK (TYPICAL)

5,000-GALLON UL 2085

A M2 M2

B M2 M2

C M2 M3B

M2 M2

1. CONFIRM BID OPTIONS WITH ARCHITECTURAL DRAWINGS.

2. ALL ABOVEGROUND TANKS SHALL BE UL2085, PROTECTED

TANKS FOR GASOLINE AND DIESEL FUEL STORAGE IN

ACCORDANCE WITH NFPA 30 AND 30A.

A. PROVIDE CENTRAL FUEL LEVEL AND LEAK MONITORING

SYSTEM FOR EACH TANK.

B. PROVIDE FUEL FILL SPILL CONTAINMENT BOX FACTORY

WELDED TO ROAD FRONTING FACE.

C. PROVIDE TOP OF TANK ACCESS LADDER IN COMPLIANCE

WITH OSHA REQUIREMENTS.

3. PROVIDE REINFORCED STRUCTURALLY DESIGNED

CONCRETE BASE FOR TANK SADDLE, RATED FOR FILLED

WEIGHT OF ALL TANKS. CONTRACTOR SHALL COORDINATE

TANK SADDLE LOCATION AND STRUCTURAL CONCRETE BASE

WITH ACTUAL FUEL STORAGE TANK PROVIDED.

4. COORDINATE ALL TANK GROUNDING WORK WITH

ELECTRICAL CONTRACTOR PRIOR TO START OF ANY WORK.

5. FUEL DISPENSER PUMP SHALL BE FULLY INTEGRATED

SYSTEM WITH KEYPAD ENTRY OR MAGNETIC CARD SWIPE

FUEL TRACKING HARDWARE-SOFTWARE COMPLETE WITH

INTERFACING PANEL, CONTROL WIRING AND POWER.

BOTTOM OF FUEL DISPENSER CONTROLLER AND TANK

MONITORING CONTROL PANEL SHALL BE 3'-6" ABOVE TOP OF

SLAB, OUTSIDE OF CLASS 1 DIV 2 HAZARDOUS AREA LIMITS.

6. ROUTE TANK VENT LINE TO CLEAR ANY OBSTRUCTION AND

TERMINATE MINIMUM 12-FT ABOVE FINISHED GRADE (TYP).

7. ALL FUEL PIPING SHALL BE BLACK STEEL, SCHEDULE 40

(TYP).

8. PROVIDE IN WEATHER RESISTANT CABINET PORTABLE FIRE

EXTINGUISHER 80 B:C TYPE IN ACCORDANCE WITH NFPA

30A, SECTION 9.2.5.2.

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AutoCAD SHX Text 248432

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AutoCAD SHX Text 491 142833

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EQUIPMENT PLAN AND

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TYPICAL ABOVE GROUND STORAGE TANK

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AutoCAD SHX Text CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM KALAUPAPA NATIONAL HISTORICAL PARK

AutoCAD SHX Text 248432

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AutoCAD SHX Text 491 142833

AutoCAD SHX Text

AutoCAD SHX Text 1/4" = 1'-0" warren Snapshot warren Typewritten Text

1'-8"

FUEL

DISPENSER

BASE PLATE

INTEGRAL FUEL

TRACKING SYSTEM

FUEL HOSE, 1 FOR

EACH PRODUCT

(TYP OF 2)

BASE PLAN

ELEVATION

OUTLINE OF SUMP

BELOW

7"

DIESEL,

INLET

MOUNTING SLOT

(TYP OF 6)

ELECTRICAL

CONDUIT (TYP

OF 4)

GASOLINE,

INLET

SUCTION PUMPS,

1 FOR EACH

PRODUCT

(TYP OF 2)

FUEL HOSE, FRONT

OPTION

(TYP OF 2)

FUEL DISPENSER, TWO-PRODUCT, TWO

HOSE, ONE-SIDED STAND WITH

INTEGRATED FUEL TRACKING SYSTEM,

HIGH HOSE CONFIGURATION WITH TWO

SUCTION PUMPS FOR STANDARD FLOW

RATES, BENNETT 3000 SERIES OR

APPROVED EQUAL

FUEL TRACKING INTERFACE PANEL WITH

KEYPAD AND MAGNETIC CARD SWIPE

(NO RETAIL), FUEL FORCE FF894-C OR

APPROVED EQUAL

AUTOMATIC NOZZLES WITH SWIVELS

AMD BREAKAWAYS

FUEL HOSE, HIGH HOSE CONFIGURATION

FUEL HOSE CONNECTION STANDARD

LOCATION, ONE ON EACH SIDE

FUEL HOSE CONNECTION, FRONT

LOCATION OPTION

SHEAR-IMPACT VALVE (TYP OF 2)

DISPENSER BASE, BACK SIDE

CONNECTION

(BASE CONNECTION TEMPLATE SHOWN

FOR CONNECTION REQUIREMENTS)

FRP BASE SUMP-CONTAINMENT, ONE

PIECE FOR 2 PRODUCT INLET

SUCTION PUMP, EACH PRODUCT, 2HP

(TYP OF 2)

DISPENSER CONCRETE PAD

ITEM DESCRIPTION

22 23

GASDIESEL

FUEL PRICE PER

GALLON INDICATOR

(TYP OF 2)

FILL BOX, TANK MOUNTED WITH SPILL CONTAINMENT, 24"H X

24"W X 19"D. PROVIDE FUEL PIPING FROM BOX TO FUEL FILL

HEADER (TYP)

LEAK PROBE, INTERSTITIAL SPACE, 2" FPT

FUEL FILL, 3" FPT FROM FILL BOX

FUEL FILL TO TANK, 3" FPT

TANK INVENTORY PROBE WITH FLOATS (WATER & FUEL)

OUTLET, 2" FPT

ANTI-SIPHON VALVE; FOOT VALVE, DOUBLE POPPET

LIFTING LUG (TYP OF 2), 120-INCHES O.C.

SECONDARY EMERGENCY VENT, 8"Ø

MANWAY, 20"Ø WITH INSPECTION PORT

PRIMARY EMERGENCY VENT, 8"Ø ID

VENT, PRIMARY STAGE I 3" FPT WITH RAIN CAP

VENT, AUXILLARY STAGE II, 4" FPT WITH RAIN CAP

FUEL RETURN, 3/4" FPT

CLOCK GAUGE WITH INLINE BALL VALVE

(ROTATE TO FACE LADDER)

OVERFILL PREVENTION VALVE, FLOAT OPERATED (TYP OF 2)

DROP TUBE, 4"Ø ID (TYP OF 2)

FLOAT, FOR FUEL AND WATER

PLUG, 2" NPT

GROUND LUG, FAR SIDE OF EACH TANK SADDLE

TOP FILL PORT, SPILL CONTAINER AND INSPECTION PORT

4'

OUTLINE

OF DOOR

SWING

TOP OF

COMPACTED

AGGREGATE

PROTECTED TANK

UL 2085

5,000-GALLON AST

7'-11"

ITEM DESCRIPTION

ACCESS

LADDER,

OSHA

20"OUTLINE OF

CONCRETE SADDLE

SUPPORT

(TYP OF 2 EACH)

12'

MINIMUM

14'-10"

20" MIN CLR

STEEL SADDLE

BASE

OUTTER TANK,

7'-10" DIAMETER

INNER TANK,

6'-10" DIAMETER

16"

20'-0"

MIN CLR

7'-10"

SPILL CONTAINMENT

BOX

C M3 S302

3"FF SHOWN

HIGHER FOR

CLARITY

AST SADDLE

BASEPLATE 1

M3 M5

FUEL DISPENSER &

TRACKING SYSTEM

CONTROLLER

TANK MONITORING

CONTROLLER

UNDERGROUND

FUEL PIPING

MONITORING

PORT (TYP OF 2)

2"FS, UNDERGROUND

PIPE WITH SECONDARY

CONTAINMENT, SLOPED

(TYP)

3' CLEAR

(TYP)

FUEL DISPENSER,

2-PRODUCT, 2-HIGH

HOSE, 1-SIDED WITH

INTEGRATED FUEL

TRACKING SYSTEM

1"FS DIESEL

FUEL, UP

1"FS GASOLINE

FUEL, UP

PS-2

(TYP) 3

M3 M5

3" VENT

2" FS, DIESEL

(SIMILAR FOR

GASOLINE)

2"FS, DOWN

TO HEADER

BELOW (TYP)

2"FS,

ABOVEGROUND

HEADER (TYP)

OUTLINE OF

DISPENSER

CONCRETE PAD

BID OPTION A

2"FS HEADER

(TYP OF 2 SIDES)

D M3 M3

2" BLIND

FLANGE

(TYP)

Signature Expiration Date of License

4/30/2022

M

EL

EK

YALCINTAS

This work was prepared by me or under my supervision and construction of this project will be under my observation.

4'0 2'1'

FUEL DISPENSER - HIGH HOSE TWO PRODUCT

4'0 2'1'

5,000 GALLON UL 2085 AST (TYP)

NOTES:

FUEL DISPENSER PAD

4'0 2'1'

5,000-GALLON UL 2085 AST (TYP)

4'0 2'1'

ELEVATION BELEVATION A

C M2 M3

A M2 M3

B M2 M3

D M3 M3

1. CONFIRM BID OPTIONS WITH ARCHITECTURAL DRAWINGS.

2. ALL ABOVEGROUND TANKS SHALL BE UL2085, PROTECTED

TANKS FOR GASOLINE AND DIESEL FUEL STORAGE IN

ACCORDANCE WITH NFPA 30 AND 30A.

A. PROVIDE CENTRAL FUEL LEVEL AND LEAK MONITORING

SYSTEM FOR EACH TANK.

B. PROVIDE FUEL FILL SPILL CONTAINMENT BOX FACTORY

WELDED TO ROAD FRONTING FACE.

C. PROVIDE TOP OF TANK ACCESS LADDER IN COMPLIANCE

WITH OSHA REQUIREMENTS.

3. PROVIDE REINFORCED STRUCTURALLY DESIGNED

CONCRETE BASE FOR TANK SADDLE, RATED FOR FILLED

WEIGHT OF ALL TANKS. CONTRACTOR SHALL COORDINATE

TANK SADDLE LOCATION AND STRUCTURAL CONCRETE BASE

WITH ACTUAL FUEL STORAGE TANK PROVIDED.

4. COORDINATE ALL TANK GROUNDING WORK WITH

ELECTRICAL CONTRACTOR PRIOR TO START OF ANY WORK.

5. FUEL DISPENSER PUMP SHALL BE FULLY INTEGRATED

SYSTEM WITH KEYPAD ENTRY OR MAGNETIC CARD SWIPE

FUEL TRACKING HARDWARE-SOFTWARE COMPLETE WITH

INTERFACING PANEL, CONTROL WIRING AND POWER.

BOTTOM OF FUEL DISPENSER CONTROLLER AND TANK

MONITORING CONTROL PANEL SHALL BE 3'-6" ABOVE TOP OF

SLAB, OUTSIDE OF CLASS 1 DIV 2 HAZARDOUS AREA LIMITS.

6. ROUTE TANK VENT LINE TO CLEAR ANY OBSTRUCTION AND

TERMINATE MINIMUM 12-FT ABOVE FINISHED GRADE (TYP).

7. ALL FUEL PIPING SHALL BE BLACK STEEL, SCHEDULE 40

(TYP).

8. PROVIDE IN WEATHER RESISTANT CABINET PORTABLE FIRE

EXTINGUISHER 80 B:C TYPE IN ACCORDANCE WITH NFPA

30A, SECTION 9.2.5.2.

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SHEET

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TITLE OF SHEET

AutoCAD SHX Text CONSTRUCT NEW FUEL STORAGE AND DISPENSING SYSTEM KALAUPAPA NATIONAL HISTORICAL PARK

AutoCAD SHX Text 248432

AutoCAD SHX Text H

AutoCAD SHX Text A

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AutoCAD SHX Text LICENSED PROFESSIONAL ENGINEER No. 10759-M

AutoCAD SHX Text 491 142833

AutoCAD SHX Text

AutoCAD SHX Text

AST ELEVATION AND

AutoCAD SHX Text

FUEL DISPENSER DETAIL

AutoCAD SHX Text

AutoCAD SHX Text M3

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text 1/2" = 1'-0" warren Snapshot warren Typewritten Text

Signature Expiration Date of License

4/30/2022

M

EL

EK

YALCINTAS

This work was prepared by me or under my supervision and construction of this project will be under my observation.

8'0 4'2'

FUEL SYSTEM DIAGRAM

LOW POINT

(TYP) FUEL PIPE LEAK

OBSERVATION

MONITORING PORT

(TYP OF 2)

GAS

GAS

GAS

GAS

LEGEND

BALL VALVE

CHECK VALVE, SWING

FLEXIBLE CONNECTION

QUICK DISCONNECT

WITH DUST CAP

UNION

DIESEL

UNION (TYP)

BALL VALVE (TYP)

FLEXIBLE

CONNECTOR

(TYP)

2"FS WITH

SECONDARY

CONTAINMENT

(TYP)

SLOPE (TYP)

DISPENSER

SUMP

MONITORING

PORT COVER

(TYP OF 2)

FUEL DISPENSER,

HIGH HOSE, TWO

PRODUCT

1"FS DRAIN VALVE ON

VERTICAL BEFORE

CONNECTION TO

HEADER (TYP)

FS PS-1 ON

CONCRETE

PEDESTAL (TYP) 2

M4 M5

NOTE: REFER TO ELEVATION B,

SHEET M3 DESCRIPTION OF

TANK ACCESSORIES

3"FF, SCH40

(TYP)

2"FS, SCH40

SHOWN OFFSET

FROM TANK FOR

CLARITY (TYP)

NOTES:

6' (TYP)

4' (TYP)

D M4 M3

1. CONFIRM BID OPTIONS WITH ARCHITECTURAL DRAWINGS.

2. ALL ABOVEGROUND TANKS SHALL BE UL2085, PROTECTED

TANKS FOR GASOLINE AND DIESEL FUEL STORAGE IN

ACCORDANCE WITH NFPA 30 AND 30A.

A. PROVIDE CENTRAL FUEL LEVEL AND LEAK MONITORING

SYSTEM FOR EACH TANK.

B. PROVIDE FUEL FILL SPILL CONTAINMENT BOX FACTORY

WELDED TO ROAD FRONTING FACE.

C. PROVIDE TOP OF TANK ACCESS LADDER IN COMPLIANCE

WITH OSHA REQUIREMENTS.

3. PROVIDE REINFORCED STRUCTURALLY DESIGNED

CONCRETE BASE FOR TANK SADDLE, RATED FOR FILLED

WEIGHT OF ALL TANKS. CONTRACTOR SHALL COORDINATE

TANK SADDLE LOCATION AND STRUCTURAL CONCRETE BASE

WITH ACTUAL FUEL STORAGE TANK PROVIDED.

4. COORDINATE ALL TANK GROUNDING WORK WITH

ELECTRICAL CONTRACTOR PRIOR TO START OF ANY WORK.

5. FUEL DISPENSER PUMP SHALL BE FULLY INTEGRATED

SYSTEM WITH KEYPAD ENTRY OR MAGNETIC CARD SWIPE

FUEL TRACKING HARDWARE-SOFTWARE COMPLETE WITH

INTERFACING PANEL, CONTROL WIRING AND POWER.

BOTTOM OF FUEL DISPENSER CONTROLLER AND TANK

MONITORING CONTROL PANEL SHALL BE 3'-6" ABOVE TOP OF

SLAB, OUTSIDE OF CLASS 1 DIV 2 HAZARDOUS AREA LIMITS.

6. ROUTE TANK VENT LINE TO CLEAR ANY OBSTRUCTION AND

TERMINATE MINIMUM 12-FT ABOVE FINISHED GRADE (TYP).

7. ALL FUEL PIPING SHALL BE BLACK STEEL, SCHEDULE 40

(TYP).

8. PROVIDE IN WEATHER RESISTANT CABINET PORTABLE FIRE

EXTINGUISHER 80 B:C TYPE IN ACCORDANCE WITH NFPA

30A, SECTION 9.2.5.2.

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AutoCAD SHX Text 248432

AutoCAD SHX Text H

AutoCAD SHX Text A

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AutoCAD SHX Text LICENSED PROFESSIONAL ENGINEER No. 10759-M

AutoCAD SHX Text 491 142833

AutoCAD SHX Text

AutoCAD SHX Text

FUEL SYSTEM DIAGRAM

AutoCAD SHX Text

AutoCAD SHX Text M4

AutoCAD SHX Text

NOT TO SCALE

warren Snapshot warren Typewritten Text

13"

2"

7'-1"

4'-11"

6"

(TYP)

1-1/4"Ø

(TYP OF 3)

20" MIN

CLEAR

BOTTOM OF

AST (TYP)

TOP OF

FINISH

GRADE

3"

12"

SLOTTED

HEA…