HomeMy WebLinkAboutKilauea Point Access Improvements Project - 100% Plans (Subject to Change)1
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SlopeA.C. Pavement1/4"Checkeredsteel plateSee Detail "A"2"2'-3-3/4"2"4"10"4"2'-0"4"5-#4 cont.#4 @ 12"1/8"2-1/4"#3x6" Anchor welded to1/2" plate at 2'-0" o.c.1/2"x2-1/2" Steel plateDrill and tap for 3/8" flathead brass screw at 2'-0" o.c.Roundededge1/4"x1/2" Steelbar welded toform seat angle4"BB Match proposedsidewalk1/4" Checkeredsteel plate4"2'-0"4"Sidewalk width varies (see plans)AA7"6"6"Invert4" Thick conc.See section B-Bfor reinforcement1.All steel parts to be hot dipped galvanized after fabrication.2.Provide concrete in accordance with Section 601.1/4" Checkered steel platefastened with 3/8" flat head@ brass screws 2'-0" o.c.max.Steel plate shall have aminimum coefficient ofstatic friction of 0.5 forwet and dry conditions.Grassed swaleGrassed swaleNOTE:SECTION A-ASECTION B-BDETAIL "A"PLANSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERT2SIDEWALK CULVERT DETAILNO SCALE602-ASIDEWALK CULVERT DETAIL«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026102
CO.CO.CO.CO.T3NOTES & MISCELLANEOUSDETAILS(HDOT STD B-01)604-ANO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERNOTES:1.GENERAL NOTES ON THIS SHEET ARE APPLICABLE TODRAINAGE STRUCTURES ONLY, UNLESS OTHERWISENOTED IN THE PLANS.2.THIS DETAIL WAS ADAPTED FROM STATE OF HAWAII,DEPARTMENT OF TRANSPORTATION, HIGHWAYSDIVISION, STANDARD PLANS, 2008.3.SUBMIT ALL DRAINAGE STRUCTURE SHOP DRAWINGSFOR CO REVIEW AND APPROVAL.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026103
1.CATCHBASIN AND GRATE TO BE DESIGNED FOR H-20 TRAFFIC LOADING.2.SUBMIT SHOP DRAWINGS TO CO.3.LUMP SUM PRICE TO INCLUDE ALL PRECAST CONCRETE, REINFORCEMENT,RISERS, PIPE, FRAME AND GRADING AND ALL SHORING.4.ALL CONCRETE TO BE PROVIDED IN ACCORDANCE WITH SECTION 601.NOTE:TRAFFIC RATED,GALVANIZED STEEL GRATE.REFER TO PLANS FOR TOPOF GRATE ELEVATION.GALVANIZED FRAMECAST INTO RISERREFER TO PLANS FOR PIPEOPENING REQUIREMENTSREFER TO PLANS FORHEIGHT REQUIREMENTSPROVIDE CONCRETE SLOPE PAVING4" MIN. BETWEEN BACK OF SIDEWALKAND TOP OF INLET STRUCTURE.PROVIDE CONCRETE IN ACCORDANCEWITH SECTION 601.REFER TO PLANS FOR PIPEINVERT ELEVATIONBACKFILL WITH SELECTGRANULAR BACKFILL ASPER 704.08STATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERT4NO SCALEPRECAST 18x18 DRAIN INLET DETAILCATCH BASIN (PRECAST INLET)DETAIL604-B«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026104
Integrate a 6-inch vertical curb aligningwith the adjacent curb, concrete(22-inch depth) onto the top of inlet.Shop drawings to include reinforcement."A"T5NO SCALECATCH BASIN SECTIONS(HDOT STD H-01E)604-CSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERNOTES:1.THIS DETAIL WAS ADAPTED FROM STATE OF HAWAII,DEPARTMENT OF TRANSPORTATION, HIGHWAYSDIVISION, STANDARD PLANS, 2008.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026105
T6NO SCALECATCH BASIN (TYPE D1)(HDOT STD H-02D)604-DSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERNOTES:1.THIS DETAIL WAS ADAPTED FROM STATE OF HAWAII,DEPARTMENT OF TRANSPORTATION, HIGHWAYSDIVISION, STANDARD PLANS, 2008.Shape asphalt pavement toachieve neccessary gutterelevations at catch basinMy responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026106
T7NO SCALETYPICAL REINFORCING DETAILSFOR DRAINAGE STRUCTURES(HDOT STD H-05)604-ESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERNOTES:1.THIS DETAIL WAS ADAPTED FROM STATE OF HAWAII,DEPARTMENT OF TRANSPORTATION, HIGHWAYSDIVISION, STANDARD PLANS, 2008.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026107
T8NO SCALETYPICAL REINFORCING DETAILSFOR DRAINAGE STRUCTURES(HDOT STD H-06)604-FSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERNOTES:1.THIS DETAIL WAS ADAPTED FROM STATE OF HAWAII,DEPARTMENT OF TRANSPORTATION, HIGHWAYSDIVISION, STANDARD PLANS, 2008.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026108
T9NO SCALECATCH BASIN AND MANHOLECASTINGS DETAILS(HDOT STD H-07)604-GSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERNOTES:1.THIS DETAIL WAS ADAPTED FROM STATE OF HAWAII,DEPARTMENT OF TRANSPORTATION, HIGHWAYSDIVISION, STANDARD PLANS, 2008.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026109
T10NO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERTYPE 61614P AND 1211214P GRATED DROP INLET CB(HDOT STD H-12)604-HNOTES:1.THIS DETAIL WAS ADAPTED FROM STATE OF HAWAII,DEPARTMENT OF TRANSPORTATION, HIGHWAYSDIVISION, STANDARD PLANS, 2008.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026110
T11NO SCALETYPE 61614, 61614P, 61616,61616P STEEL FRAMES & GRATES(HDOT STD H-16)604-ISTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERNOTES:1.THIS DETAIL WAS ADAPTED FROM STATE OF HAWAII,DEPARTMENT OF TRANSPORTATION, HIGHWAYSDIVISION, STANDARD PLANS, 2008.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026111
6' FROM TOP OF GRATE TOBOTTOM OF EXCAVATION
2'TYP4'-0" MINSEE SHALLOWDRYWELL NOTE 16' DIA1'-6 1/2"
6" MAX.TOP ELEVATION REFERENCEPOINT (TOP OF MANHOLE)SEE GRADING PLANSHALLOW DRYWELLCOVER, SEE DETSHALLOW DRYWELLRING, SEE DETCLEAN DRAIN ROCKAS PER 703.03 b)PLACE DRAIN ROCKIN BOTTOM OF EXCAVATION,AS REQUIRED TOLEVEL RISERS AND PROVIDE SOLIDBASE FOR SHALLOW DRYWELLINV.18" INLET PIPEGRADE RINGS, SEE DET1"1/4"2" CLR.MIN, TYP
FRAME AND COVER1.UNLESS OTHERWISE NOTED,WELDS SHALL BE 3/8".NOTE:2 1/4"PRECAST GRADE RINGSAS REQUIRED6"NON SHRINK GROUTUNDER GRADE RINGS2"4-1/2"15°1/2"JOINT DETAIL6"
1'-0"
1'-6"
6"
1'-0"7 1/2"(TYP)ELEVATION2 1/2"4 1/2"SECTION - ASECTION - B4'-0"7 1/2" X 2 1/2"INSIDE DRAINAGEOPENINGS PITCHINGDOWNWARD AT 45°< (TYP)PROVIDE CONCRETE INACCORDANCE WITHSECTION 601.6' DIAMETER2'-0"
MINSEE JOINT DETAILTHIS SHTWEEP HOLE, TYP2-#4 BAR VERTSPACED BETWEENHOLES(TYP OF 16)#3 BAR HORIZ., TYP.1'-6"1'-6"8'8'10"MANHOLE FRAMEAND COVER#4 AT 12" OCEACH WAY8 1/2"8'-0"SECTION A2-#4 X 7'-0" AT 3" OC(EACH CORNER),BOTTOM MAT (8 TOTAL)4 TON X 7-1/8"DAYTON SUPERIORSWIFT LIFT (4 TOTAL)REFERENCE POINT FORLOCATION(MIDDLE OF MANHOLE)SEE GRADING PLANPLAN3"CLRJOINTCUSHION,SEE DETTHIS SHT24-1/4"22"30 3/4"1"1" THK CLOSED-CELLPOLYSTYRENE, ALLAROUND PERIMETERJOINT CUSHIONTOP RINGDRYWELL COVERSHALLOW DRYWELL NOTES:1.CONCRETE-28 DAY COMPRESSIVE STRENGTH = 4000 PSI.2.CONTRACTOR SHALL PRESERVE EXISTING GEOLOGICALFORMATION AT PROPOSED DRYWELL LOCATIONS TOENSURE PROPER DRYWELL OPERATION.3.PROVIDE CONCRETE IN ACCORDANCE WITH SECTION 601.1T12NO SCALETYPE 1 DRYWELL DETAILSSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERCATCH BASINTYPE 1 DRYWELL DETAILS604-JDRYWELL COVERNOT TO SCALE2SHALLOW DRYWELLNOT TO SCALE3DRYWELL RINGNOT TO SCALE«CO
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M. MATSUOKAHAWAII, U.S.
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026112
8'2'TYP6'-0" MINSEE SHALLOW DRYWELL NOTE 18' DIA1'-6 1/2"6" MAX.(FROM TOP OF GRATE TOBOTTOM OF EXCAVATION)SHALLOWDRYWELLCOVER,SEE DETSHALLOWDRYWELLRING,SEE DETCLEAN DRAINROCK (AS PER703.03 b)PLACE DRAIN ROCKIN BOTTOM OFEXCAVATION, ASREQUIRED TO LEVELRISERS AND PROVIDESOLID BASE FORSHALLOW DRYWELLTOP ELEVATION REFERENCEPOINT (TOP OF GRATE)SEE GRADING PLANTRANSITION TOADJACENT CURB6"3"2 1/4"BRG2" CLR.
MIN, TYP
4 1/2"
4"L4" X 3" X 1/2"FRAME (TYP)END BAR4" X 1/2"3 1/2" X 1/2" BARGRATING SEAT1.UNLESS OTHERWISE NOTED,WELDS SHALL BE 3/8".NOTE:#4 LONGITUDINALBAR, TYP ALL SIDESADJACENT CURB2"4-1/2"15°1/2"JOINT DETAIL6"
1'-0"
1'-6"
6"
1'-0"
6'-0" MIN
7 1/2"(TYP)ELEVATION16 - OPENINGS PERROW FOR 8' DIA2 1/2"4 1/2"SECTION - ASECTION - B4'-0"7 1/2" X 2 1/2"INSIDE DRAINAGEOPENINGS PITCHINGDOWNWARD AT 45°< (TYP)8' DIAMETER2'-0"
MIN6'-0" MINSEE JOINT DETAILTHIS SHTWEEP HOLE, TYP2-#4 BAR VERTSPACED BETWEENHOLES(TYP OF 16)#3 BAR HORIZ., TYP.1'-6"1'-6"
10'10'10"#4 AT 12" OCEACH WAY8 1/2"2'-7 1/2"3'-8 1/4"2'-11 1/4"9"10'-0"SECTION AL4" X 3" X 1/2"FRAME (TYP)2-#4 X 7'-0" AT 3" OC(EACH CORNER),BOTTOM MAT (8 TOTAL)4 TON X 7-1/8"DAYTON SUPERIORSWIFT LIFT (4 TOTAL)PLAN#4 BAR @ 8' OC3"
CLRJOINTCUSHION,SEE DETTHIS SHT6"6"REFERENCE POINT FOR LOCATIONSEE GRADING PLANGRATE, SEE DET8.3%CONC. CURB1"1" THK CLOSED-CELLPOLYSTYRENE, ALLAROUND PERIMETERJOINT CUSHIONTOP RINGDRYWELL COVERL4"X3"X1/2"FRAME3'-1 1/2"3"3'-1 1/2"3"PLANBARS3 1/2"X1/2"L4"X3"X1/2"FRAME1/4"1/8"3/4"1/4"1'-6 1/4"1'-6 1/4"BAR3 1/2"X1/2"4"12"6"1/2" Ø ANCHOR3/16"SECTIONSYMM @(GRATE/FRAME)1'-6"3'-0"1'-5 1/4" BAR TO BAR9 EQ SPACES3'-0"
2'-11 1/2" BAR TO BAR
9 EQ SPACES REFERENCEPOINT (FACE OFCURB) FG ELEV3/8"Ø ROD @ MAX4" OC FLUSH W/GRATE SURFACE,SEE NOTCH DETSTATE STD PLANH-16BARS3 1/2"X1/2"PLANSECTION1/2" CENTER BAR SPACESEE DET3/8"Ø RODFLOW1/2" SPACEBAR3 1/2"X1/2"BAR3 1/2"X1/2"1.UNLESS OTHERWISE NOTED,WELDS SHALL BE 3/8".NOTE:FRAME3 1/2"SLOPE TO MATCHGUTTER SLOPE12"2"SLOPE TO MATCHGUTTER SLOPECONC. CURBT13NO SCALESHALLOW DRYWELL NOTES:1.CONCRETE-28 DAY COMPRESSIVESTRENGTH = 4000 PSI.2.CONTRACTOR SHALL PRESERVE EXISTINGGEOLOGICAL FORMATION AT PROPOSEDDRYWELL LOCATIONS TO ENSURE PROPERDRYWELL OPERATION.3.PROVIDE CONCRETE IN ACCORDANCEWITH SECTION 601.CATCH BASINTYPE 2A DRYWELL DETAILS604-KSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERDRYWELL FRAME AND GRATENOT TO SCALE1SHALLOW DRYWELLNOT TO SCALE2DRYWELL RINGNOT TO SCALE4DRYWELL COVERNOT TO SCALE3TYPE 2A DRYWELL DETAILS«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026113
8'2'TYP6'-0" MINSEE SHALLOW DRYWELL NOTE 18' DIA1'-6 1/2"6" MAX.(FROM TOP OF GRATE TOBOTTOM OF EXCAVATION)SHALLOW DRYWELLCOVER, SEE DETSHALLOW DRYWELLRING, SEE DETCLEAN DRAIN ROCKAS PER 703.03 b)PLACE DRAIN ROCKIN BOTTOM OF EXCAVATION,AS REQUIRED TOLEVEL RISERS AND PROVIDE SOLIDBASE FOR SHALLOW DRYWELLTOP ELEVATION REFERENCEPOINT (TOP OF GRATE)SEE GRADING PLAN6"3"2 1/4"BRG2" CLR.
MIN, TYP
4 1/2"
4"L4" X 3" X 1/2"FRAME (TYP)END BAR4" X 1/2"3 1/2" X 1/2" BARGRATING SEAT1.UNLESS OTHERWISE NOTED,WELDS SHALL BE 3/8".NOTE:#4 LONGITUDINALBAR, TYP ALL SIDES2"4-1/2"15°1/2"JOINT DETAIL6"
1'-0"
1'-6"
6"
1'-0"
6'-0" MIN
7 1/2"(TYP)ELEVATION16 - OPENINGS PERROW FOR 8' DIA2 1/2"4 1/2"SECTION - ASECTION - B4'-0"7 1/2" X 2 1/2"INSIDE DRAINAGEOPENINGS PITCHINGDOWNWARD AT 45°< (TYP)8' DIAMETER2'-0"
MIN6'-0" MINSEE JOINT DETAILTHIS SHTWEEP HOLE, TYP2-#4 BAR VERTSPACED BETWEENHOLES(TYP OF 16)#3 BAR HORIZ., TYP.1'-6"1'-6"
10'10'10"GRATE, SEE DET#4 AT 12" OCEACH WAY8 1/2"2'-7 1/2"3'-8 1/4"2'-11 1/4"9"10'-0"SECTION AL4" X 3" X 1/2"FRAME (TYP)2-#4 X 7'-0" AT 3" OC(EACH CORNER),BOTTOM MAT (8 TOTAL)4 TON X 7-1/8"DAYTON SUPERIORSWIFT LIFT (4 TOTAL)REFERENCE POINT FOR LOCATION(MIDDLE OF GRATE)SEE GRADING PLANPLAN#4 BAR @ 8' OC3"
CLRJOINTCUSHION,SEE DETTHIS SHT6"1"1" THK CLOSED-CELLPOLYSTYRENE, ALLAROUND PERIMETERJOINT CUSHIONTOP RINGDRYWELL COVERL4"X3"X1/2"FRAME3'-1 1/2"3"3'-1 1/2"3"PLANBARS3 1/2"X1/2"L4"X3"X1/2"FRAME1/4"1/8"3/4"1/4"1'-6 1/4"1'-6 1/4"BAR3 1/2"X1/2"2%4"2"12"6"1/2" Ø ANCHOR3/16"SECTIONSYMM @(GRATE/FRAME)1'-6"3'-0"1'-5 1/4" BAR TO BAR9 EQ SPACES3'-0"
2'-11 1/2" BAR TO BAR
9 EQ SPACES REFERENCEPOINT (CENTEROFGRATE/FRAME)FOR TG ELEV3/8"Ø ROD @ MAX4" OC FLUSH W/GRATE SURFACE,SEE NOTCH DETSTATE STD PLANH-16BARS3 1/2"X1/2"PLANSECTION1/2" CENTER BAR SPACESEE DET3 1/2"3/8"Ø RODFLOW1/2" SPACEBAR3 1/2"X1/2"BAR3 1/2"X1/2"1.UNLESS OTHERWISE NOTED,WELDS SHALL BE 3/8".NOTE:2%FRAME2%2%12"T14NO SCALETYPE 2B DRYWELL DETAILSSHALLOW DRYWELL NOTES:1.CONCRETE-28 DAY COMPRESSIVE STRENGTH = 4000 PSI.2.CONTRACTOR SHALL PRESERVE EXISTING GEOLOGICALFORMATION AT PROPOSED DRYWELL LOCATIONS TOENSURE PROPER DRYWELL OPERATION.3.PROVIDE CONCRETE IN ACCORDANCE WITH SECTION 601CATCH BASINTYPE 2B DRYWELL DETAILS604-LSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERDRYWELL FRAME AND GRATENOT TO SCALE1SHALLOW DRYWELLNOT TO SCALE2DRYWELL RINGNOT TO SCALE4DRYWELL COVERNOT TO SCALE3«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026114
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see Section 617 and Standard 617-13 or 617-37.see Section 617 and Standard 617-13 or 617-37.see Section 617 and Standard 617-13 or 617-37.
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NOTE:1.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.U13NO SCALEHORIZONTAL REACTIONBLOCK FOR WATER MAINS(DOW STD B2)611-BSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERMy responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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NOTE:1.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.U14NO SCALEHORIZONTAL THRUST BLOCKMINIMUM BEARING AREAS(DOW STD B3)611-CSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERMy responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026159
NOTE:1.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.U15NO SCALEGATE VALVE ANCHOR BLOCKSCHEDULE(DOW STD B15)611-DSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERMy responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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NOTE:1.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.U16NO SCALE2 1/2" STANDPIPE DETAIL(DOW STD FH1)611-ESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERMy responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026161
AS APPLICABLE3'-0" (2005 AMENDMENT)MJFEFEIF MULTIPLE HYDRANT EXTENSIONS ARE USED,A MINIMUM OF THE TOP 3 FLANGE JOINTSSHALL USE BREAK-OFF BOLTS.3'-0"U17NO SCALEHYDRANT CONNECTIONDETAIL - STRAIGHT RUN(DOW STD FH4)611-FSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERNOTE:1.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026162
3'-0" MIN.MJFEFEIF MULTIPLE HYDRANT EXTENSIONS ARE USED,A MINIMUM OF THE TOP 3 FLANGE JOINTSSHALL USE BREAK-OFF BOLTS.U18NO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERHYDRANT CONNECTIONDETAIL - WITH ELBOW(DOW STD FH5)611-GNOTE:1.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026163
U19NO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERHYDRANT MARKER LOCATIONFOR STREETS(DOW STD FH12)611-HNOTE:1.SEE SPECIAL 634-D FOR ADDITIONAL INFORMATION REGARDINGRAISED PAVEMENT MARKINGS.2.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026164
U20NO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERWATERLINE TRENCHRESTORATION DETAILS611-ITYPICAL TRENCH RESTORATION DETAILSMy responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026165
U21NO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERVALVE FRAME & COVERCAST IRON, 6" SIZE(DOW STD V3)611-JNOTE:1.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026166
4" THICK REINFORCED CONCRETE PAD,MIN. WIDTH TO BE 3FT, LENGTH TO SUITSTAINLESS STEELADJUSTABLE FLANGECRADLE PIPE SUPPORTS,TYPNIPPLE (FExFE),LENGTH TO SUITNIPPLE (FExFE),LENGTH TO SUIT12" MIN.*METER BOX FORDETECTOR METER1/4 BEND (FExMJ)4" PVC PIPEFROM STREETU22NO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERREDUCED PRESSUREDETECTOR ASSEMBLY611-KDATE:Kaua'i Fire DepartmentFire Prevention BureauAPPROVED:REDUCED PRESSURE DETECTOR ASSEMBLY «CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026167
U23NO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERCAST IRON VALVE BOXDETAILS(DOW STD V11)611-LNOTE:1.THIS DETAIL WAS ADAPTED FROM WATER SYSTEM STANDARDS,DEPARTMENT OF WATER SUPPLY, COUNTY OF KAUAI, 2002.10"x3'-0"(2005 AMENDMENT)8" (2005 AMENDMENT)10" THICK (2005 AMENDMENT)TAPERED TO 8" (2005 AMENDMENT)My responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026168
U24NO SCALEOFFSET AIR RELIEF VALVEDETAIL611-MSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERMy responsibility with respect to this plan sheetis limited to the selection of the standard plansfor this project and a determination that theselection is appropriate for the project«CO
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.LICENSEDPROFESSIONALENGINEERNo. 10330-C«This work was prepared by me orunder my supervisionExpiration Date of License 4/30/2026169
U25KIUC GENERAL NOTES636-ASTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBER170
U26NO SCALE3x5 KIUC ELECTRICAL PULLBOX DETAILS3x5 KIUC ELECTRICALDETAILS636-BSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBER171
U27NO SCALEPRECAST BASE DETAILS1.All work on utility facilities shall be in strict accordance with specificationsand requirements of Hawaiian Telcom for the facilities within theirjurisdiction.2.The Contractor shall closely coordinate all work with Hawaiian Telcom. TheContractor shall notify Hawaiian Telcom's inspector or designatedrepresentative a minimum of 3 days prior to excavation, bracing orbackfilling of Hawaiian Telcom's structures or facilities. The Hawaiian Telcominspector is Rick Ramones₁ tel 808-651-2260.GENERAL NOTES:1.Unless otherwise indicated, all conduits, sweeps, couplings, adapters, andbell ends shall be Schedule 40 PVC.2.All trenches and pullboxes must be inspected by Hawaiian Telcom prior tobackfilling and concrete-encasing operations.3.All conduits shall be cleaned and be free from objectionable materials withits ends adequately covered until Hawaiian Telcom installs its cable facilities.4.All street crossings shall be encased in a concrete jacket, which shall extenda minimum of 12 inches outside of edge of pavement.5.Minimum clearances between electrical and telephone conduits shall be 12inches horizontally and 6 inches vertically; however, if concrete-encased, a 3inch clearance may be utilized in both directions.6.Conduits for utility boxes to the individual lots shall be considered incidentalto their respective main duct lines. Said conduits shall be 211 PVC unlessotherwise indicated.7.Contractor shall maintain 6” minimum separation between water pipe andtop of direct buried utility ducts at intersection of water pipe and directburied utility ducts. When utility ducts are concrete-encased at intersectionof water pipe and top of concrete-encased encased utility ducts shall bemaintained. Stones₁ rocks, etc. shall not be used with backfill material, onlyselect materials shall be used as backfill material.8.A 4” wide warning tape orange in color with a black imprinted message“CAUTION BURIED TELEPHONE LINE BELOW” shall be placed 12” below thesurface over the duct or concrete jacket for the entire length of ductinstallations. See HTCO standard drawing 34028.9.After the ducts are installed, a mandrel not less than 12¹¹ long and having adiameter of ¼”less than the inside diameter of the duct, shall be pulledthrough each duct. After which, a brush with stiff bristles shall be pulledthrough to make certain that no particles of earth, sand, or gravel have beenleft in the line. Main duct runs, except riser ducts and cross-connect pedestalducts, should be constructed with no more than 20-foot radius curves unlessindicated otherwise or approved by the Hawaiian Telcom inspector. Aflexible mandrel having a diameter of 1/4¹¹ less than the inside diameter willbe utilized on 2¹¹ duct runs. After which, a brush with stiff bristles shall bepulled through.CONDUIT NOTES:1.The Contractor shall procure and pay for all licenses and permits and shall give allnotices necessary and incident to the due and lawful prosecution of the work.2.Prior to the excavation of the ductline, the contractor shall contact Hawaii OneCall to locate existing ductline wherever required. The locations of existing utilitiesare approximate only.3.The Contractor shall exercise extreme caution and shall maintain properclearances whenever construction crosses or is in close proximity of HawaiianTelcom facilities. The Contractor shall verify their locations and shall be liable forany damages to Hawaiian Telcom facilities. Any damages shall be reportedimmediately to Hawaiian Telcom's repair section at #611 (24 hours). As a result ofhis operations, adjustments to the new ductline alignment, if required, shall bemade to provide the required clearances.4.The Contractor shall take necessary precaution not to damage existing cables orducts. A Hawaiian Telcom inspector or designated representative is required to beat any job site whenever there will be a breakage into or entry into any structurethat contain Hawaiian Telcom's facilities. Temporary coble and duct supports shallbe provided wherever necessary.5.All applicable construction work shall be done in accordance with the “HawaiianTelcom Standard Specifications for Placing Underground Telephone Systems”dated January 2007. All subsequent amendments and additions, and all otherpertinent standards for telephone construction. Contractor shall familiarize hispersonnel by obtaining applicable specifications.6.When excavation is adjacent to or beneath Hawaiian Telcom's existing structuresor facilities, the contractor- shall:A.Sheet and/or brace the excavation to prevent slides, cave-ins, or settlements toensure no movement to Hawaiian Telcom's structures or facilities.B. Protect existing structures and/or- facilities with beams, struts, orunderpinning while excavating beneath them to ensure no movement toHawaiian Telcom's structures or facilities.7.The Contractor shall brace all poles or light standards near the new ductline,manhole, or handhole during his operations.8.The Contractor shall saw-cut A.C. pavement and concrete gutter wherever newmanholes, handholes, or ductlines are to be placed and shall restore to existingcondition or better.9.The underground pipes, cables, or ductlines known to exist by the engineer fromhis search of records ore indicated on the plans. The Contractor shall verify thelocations and depths of the facilities and exercise proper core in excavating in thearea. Wherever connections of new utilities to existing utilities are shown on theplans, the Contractor shall expose the existing lines at the proposed connectionsto verify their locations and depths prior to excavation for the new lines.10.Wherever connections to existing utilities are shown on the plans, the contractorshall expose the existing lines prior lo excavation of the main trenches to verifytheir locations and depths.11.The Contractor at his own expense₁ shall keep the project and surrounding areafree from dust nuisance. The cost for supplementary measures, which will berequired by the County, shall be borne by the Contractor.12.The Contractor shall be responsible for laying out all required lines and grades andshall preserve all benchmarks and working points necessary to lay out the workcorrectly. The new ductline shall be adjusted by the Contractor to suit the existingconditions and the details as described in the plans.GENERAL CONSTRUCTION/DESIGN NOTES:1.All type 435TB (2' X 4') & 435TB6 (2' X 6') pullboxes shall be constructed witha 12¹¹ base and a minimum of two 8” precast sections. All covers shall be ofthe slip not type. (Refer to HTCO standard drawings 34056 and 34078.)2.At no time shall cement mortar, wood, or any other material be usedbetween pre-cast sections. Leveling or raising of pullboxes shall be done atthe brickwork section using cement mortar. The permanent installation ofwooden wedges to level or raise the precast sections shall not be permitted.3.All conduits shall enter boxes at 90-degree angle and flush to the wall withflared or junior end bells to prevent cable damage.4.The 435TB pullbox base shall be placed on a minimum of #3 crushed rockbackfill.PULLBOX NOTES:10.Install NEPTCO W1800P muletape in all new ducts after testing. The NEPTCOmuletape is available in 3,000, 6,500, and 10,000 ft reels. The NEPTCO muletape isprelubricated and printed with seqµential footage marking. Using the NEPTCOmuletape₁ the Contractor shall measure at least one duct of a common duct run.The distance shall be marked on the record prints and submitted to the HawaiianTelcom inspector for record keeping.CONDUIT NOTES CON'T:13.Minimum concrete strength shall be,For ductline2500 psi at 28 days14.All 90 degree C-bends at a pole or at the building floor slab penetration,shall have a bend radius of ten times the diameter of the duct or greater.CON'T:GENERAL CONSTRUCTION/DESIGN NOTES2x4 HAWAIIAN TELCOMPULLBOX DETAILS & NOTES636-CSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBER172
U28NO SCALEPULLBOX #435 T-B DETAILS2x4 HAWAIIAN TELCOMPULLBOX DETAILS636-DSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBER173
NO SCALEPULLBOX #435 T-B DETAILS2x4 HAWAIIAN TELCOMPULLBOX DETAILS636-ESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBER174
NO SCALECHECKERED STEEL PLATE COVERS DETAILSCHECKERED STEELHAWAIIAN TELCOMPLATE COVERS DETAILS636-FSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBER175
U31NO SCALE36" DIA. HAWAIIAN TELCOMMANHOLE FRAME & COVERx 18" DEEP DETAILS636-GSTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBER176
U32STATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBERSPECTRUM CABLE GENERALCONSTRUCTION NOTES636-H177
U33NO SCALESTATEPROJECT$TIME$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$U.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONU.S. DEPARTMENT OF TRANSPORTATIONFEDERAL HIGHWAY ADMINISTRATIONCENTRAL FEDERAL LANDS HIGHWAY DIVISIONSPECIALU.S. CUSTOMARY SPECIAL$$$$DATE$$$$SHEETCOUNTHIHI FLAP CR 562(1)KILAUEA POINTSHEETNUMBER2x4 CATV PULLBOX DETAILS636-I178
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