Loading...
HomeMy WebLinkAboutStandard Details for Public Works Construction (revised February 2003)STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION DEPARTMENTS OF PUBLIC WORKS COUNTY OF KAUAI CITY AND COUNTY OF HONOLULU COUNTY OF MAUI COUNTY OF HAWAII OF THE STATE OF HAWAII tteroFt fr 0.„ 00,".. ge..._ u ')r j-. s Cli*.. 7,... li LAWRENCE KITAMURA t . ' . , . MICHAEL J. CHUN i •lerCOUNTY ENGINEER DIRECTOR AND CHIEF ENGINEERfrCOUNTYOFKAUAIor "'r'. CITY AND COUNTY OF HONOLULU s.-1,qtr atr ori.. 1.(i.4., /4_,...1A4ft . .„. RALPH HAYASHI EDWARD HARADA DIRECTORi x•14 CHIEF ENGINEER COUNTY OF MAUI COUNTY OF HAWAII Standard Details for Public Works Construction dated September 1984 - Sheet Descriptions for County of Hawai`i Sheet No.Date Revised Integral Curb and Gutter Integral Driveway Curb and Gutter R-4 Revised January 1995 Rolled Curb R-5 Revised December 2001 Curb Ramp R-25A April 2000 Reinforced Concrete Drop Driveway Details R-29 Revised September 2002 Road Pavement and Shoulders R-34 Revised May 2001 Typical Roadway Utility Location with Sidewalk R-35 Revised June 2002 Typical Roadway Utility Location without Sidewalk R-36 Revised June 2002 Driveway Layout R-38 Revised February 2003 Revised: 04/30/2018 Part 1 Roads and Streets CONTENTS SHEET DESCRIPTION APPLICABLE TO: NO. KAUAI HON. MAUI HAWAII R 1 Precast Conchae Curb I • •R-2 Pre-cast Concrete Driveway Curb i • • R 3 Precast Concrete Drop Curb Block j • • R 4 merit al Curb and Gutter, Integral Driveway Curb and Gutter 1 • • Ft Hulled Curb R 6 Rolled Curb Transition to Curbs and Catch Basins H 7 Driveway Apron with Rolled Curb R 8 Thru Gutter H 9 Concrete Pavement H 10 Concrete Pavement Joint Details R 11 Concrete Pavement Joint Details R-12 Street Survey Monument R-13 Street Survey Monument Castings It 14 Centerline Monument H 15 T emote in y Wooden Barricade R 16 Sidewalk Reinforcement Details at Utility Boxes or Openings R 17 Tree Well with Concrete Cover Sp • •R-18 3' re 4' Chain Link Fence R 19 l 6' Chain Link Fence s Cr • • R-20 Typical Single Gate R 21 Typical Double Gate R 22 Metal Guaidrail Details H 23 Metal Guardrail Details R 24 Metal Guardrail Details H 25 Wheelchair Ramp It 26 Private Driveway Ramp ft 2/F-ull width Sidewalk at Curb Return R 28 Sidewalk Details R 29 — Driveway Apron It 30 Driveway Layout R-31 Grade Adjustment Walls It 32 Street Crus',sections with Sidewalk It 3:3 Stteet Cross vr'ctions without Sidewalk It 34 Road Pavement and Shoulders COUNTY OF KAUAI CITY&COUNTY OF HONOLULU CONTENTS STANDARD I COUNTY OF MAUI DETAILS COUNTY OF HAWAII Part 1 - Roads and Streets (coned.) CONTENTS SHEET DESCRIPTION APPLICAIjLF TO NO. KAUAI HON. MAUI HAWAII R-35 Typical Roadway Utility Location with Sidewalk R-36 Typical Roadway Utility Location without Sidewalk R-37 Residential Driveway without Curl)and Gutter 4-----. R-38 Driveway Layout R-39 Non-dedicable Streets R-40 Dry Well Cover R-41 Street Cross-sections with Curb and Gutter R-42 Street Cross-sections without Curb and Gutter R-43 Road Pavements and Shoulders R-44 Cul-de-sac R-45 Tapered Road Intersection R-46 Typical Roadway Utility Location R-47 Space Allocation for Underground Utilities R-48 Residential Driveway without Curb and Gutter R-49 Driveway Layouts for Concrete Curb Streets R-50 Driveway Layouts for Non-curb Streets R-51 Concrete Driveway with Existing Sidewalk R-52 Roadway Typical Sections R-53 Roadway Typical Sections rR-54 Roadway Typical Sections R-55 Roadway Swales R-56 Sidewalk Details R-57 Cul-de-sac R.58 Space Allocation for Underground Utilities R-59 Space Allocation for Underground Utilities COUNTY OF KAUAI I I STANDARD DETAILS CONTENTS CITY& COUNITYYOF OF MAUIHONOLULU COUNTY OF HAWAII fCP7BMBER 1954_-_-__- d VU »Part Sunni Drains APPLICABLE TO.x[| upacn/,num NO HAWAII D 1 vp -x^ uta` *'^.n D2 Type ''A'' Catch Basin Reinforcement Uota.},m T------- --- r-- -- D-3 | Type ^ 7ECatchBasin 1- 0-4 | Type ^E^ Catch Basin Reinforcement Details 4--- II o5 Type"B" Catch Basin m D-6 Type"B" Catch Basin Reinforcement Details m 0-7 Type"F" Catch Basin o8 Type"F" Catch Basin Reinforcement Details D I ypti"C" Catch Basin w D'10 Type "C" Catch Basin Reinforcement Details I I 0-11 Type "D" Catch Basin e 1 • • | D 12 Type ^u'' mC^ Basin RainfonmvmnmDw o 1-- - ----- - D-13 { Catch Baic Details U14 Details for Catch Basin with 5" Curb D-15 oon,cuv Inlet for Catch Basin w D'16 Monolithic Construction of Catch Basin Top Slab and Sidewalk w • • D-17 Shallow Drain Manhole for Sidewalk Area w • • D l8 Shallow Drain Manhole for Pavement Area 0•19 I Pn,-cam Top Slab for Shallow Drain Manhole w IP 'w t-D-20 Concrete Wall Drain Manhole 1w ' • m o' I 8 ioxVxmU DrainManhole 1 • L___ -_- - —_ --_—'----- 4- 0-22 Pte cast Concrete Drain Manhole O23 Precast Concrete Drain Manhole Details 0 • D-24 Pre-cast Concrete Drain Manhole Details n-35 Pre cast Concrete Drain Manhole Details D-2O Cxanno|iz.mq Details for Drain Manhole D-27 Rungs for Catch Basins and Manholes D.28D2H Type"DA" Frame for Catch Basin and Manhole w 29 Type ^DB^ Frame f,CatchBasin and Axm^ho|m w • • • I) 30 Catch Basin and Manhole Cover D-31 Payment Trench Width and Repaving for Drain Pipes D32 Sidewalk Culvert 0 • • • COUNTY OF KAUAI CITY QCOUNTY OFHONDiULU CONTENTS STANDARD COUNTY OF MAUI DETAILS III COUNTY OF HAWAII Part 2 - Storm Drains (cont'd.) CONTENTS SHEET APPLICABLE TODESCRIPTIONNO. KAUAI HON MAIJI (HAWAII D-33 Driveway Drainage Box Culvert D-34 Driveway Drainage - Pipe Culvert 0-350-35 Driveway Drainage- Swale D-36 Type G1 and Type G2 Drainage Inlets D-37 Type G3 Drainage Inlet D-38 Type G4 Drainage Inlet D-39 Standard Frame and Grate D-40 Local Depression without Curb and Gutter D-41 Junction Structure B D-42 Junction Structure C D-43 Junction Structure D D-44 Monolithic Catch Basin Connection for Pipes 12" to 72" D-45 Concrete Collar Details D-46 Single Box Culverts D-47 Double Box Culverts D-48 Triple Box Culverts D-49 Rectangular Transition D-50 Circular Transition D-51 Parapet Details for Box Culverts D-52 Support for Drain and Sewer Pipes Across Trenches COUNTY OF KAUAI V STANDARD DETAILS CONTENTS CITY& COUNTY OF MAUI COUNTY OF OLULU COUNTY OF HAWAII SEPTEM•ER 1984 Part 3 Sewers CONTENTS SHEET DESCRIPTION APPLICABLE TO: NO. KAUAI HON I MAUI HAWAII S-1 Nock Cradle for Sewer Pipe f • • S 2 Concrete Cradle for Vtrified Clay Pipe t • • S 3 Method of Laying Pipe S-4 Pre-cast Concrete Pipe Block S-5 Concrete Jacket, Reinforced Concrete Cradle S-6 Laterals S-7 Advance Riser Connection S-8 Method of Backfill S-9 Chimney S-10 Index to Sewer Manhole Details i • S-11 Manhole Notes S-12 1 Manhole Notes I S 13 Pre cast Concrete Plain Manhole S 14 Pre-cast Concrete Plain Manhole- Section and Alternate Base S-15 Pre-cast Concrete Shallow Drop Manhole S-16 Pre-cast Concrete Shallow Drop Manhole- Butt Joint Details S-11 Pre-cast Concrete Drop Manhole S.18 Pre cast Co^crate Drop Manhole Sections S-19 Pre-cast Concrete Plain Manhole for 27"to 48" R.C. Pipe S-20 ! Pre-cast Concrete Plain Manhole for 27"to 48" R.C. Pipe-Section S-21 Pre-cast Concrete Manhole Wall S-22 Pre-cast Concrete Eccentric Manhole Cone S-23 Pre-cast Concrete Manhole Wall to Brick Wall Adapter Ring S-24 Pre-cast Concrete Manhole Wall Joints S-25 Pre-cast Concrete Manhole- Detail at Top Rung S.26 Brick Manhole y _ S•27Plain Manhole S-28 Shallow Drop Manhole S 29 DI op Manhole S-30 Drop Manhole-Sections S-31 Manhole Cover Type SA S 32 Manhole Frame •Type SA 5 S:33 Manhole Cover • Type SB, Top View S-34 Manhole Cover- Type SB, Bottom View COUNTY OF KAUAI CITY& COUNTY OF HONOLULU CONTENTS STANDARD VCOUNTYOFMAUIDETAILS COUNTY OF HAWAII Part 3 Sewers (cont'd.) CONTENTS SHEET APPUCABLF-I oDESCRIPTIONNO. KAUAI NON. MAUI HAWAII S-35 Manhole Frame -Type SB S-36 Modified Type SB Pressure Manhole Frame and Cover 3-37 Pressure Manhole Cover -Type SC S-38 Pressure Manhole Cover-Type SC S-39 Pressure Manhole Frame and Cover- Type SC S-40 Manhole Frame • Type SD S-41 Drop Manhole Chimney Casting S-42 Manhole Rung Details- Type SA S-43 Manhole Rung Details- Type SC S-44 Manhole Rung Details- Type SD S-45 Manhole Rung Details• Type SE S-46 Manhole Rung Details-Type SF S-47 PVC Pipe- Bedding Requirements S-48 PVC Pipe• Resilient Manhole Connection T I COUNTY OF KAUAI VI STANDARO DETAILS CONTENTS CITY$ COUNTY UICOUNTY FMAUIO UIU COUNTY OF HAWAII SEP'TEM•ER 1914 CONTENTS 4' P ! iy u^ !o entPlantsi_ T . APPLICABLE TO:SHEET DESCRIPTION NO. KAUAI HON. MAUI HAWAII p-1 Hack flow P,evontc, i-_ Fence and Gate Details I | P 3 Oil Seals and RelatedPiping w | • Pu | Oil Seals and Related Piping P-5 Oil Seals vnupaamm *wny p6 Removable Post and Chain Details P•7 Removable RaiDetails w P8 Typical Wall Sleeve w p9 Sprinkler Valve Contro m 10 Motu( Shaft and Coupling m p11 Typical Pump Motor Drive Shaft Guard P-12 Typical Pump Coupling Guard P13 / Typical Horizontal Shaft Guard No. 1 P-14 Typical Horizontal Shaft GuanfNo 2 P-15 Safety Guard General Notes P16 1l/2^ Stand Pipe Detail T L_'____' I - ' r----'---'^^-------- COUNTY OF KAUAI CITY& COUNTY OPHONOLULU x Ul7 STANDARD VIICOUNTYOFMAUIU" U Un8 U DETAILS von COIJNTY OF HAWAII Part 5 Traffic CONTENTS 1 SHEET APPLICABLE TO:NO. DESCRIPTION T._KAUAI a•ION. MAUI HAWAII T-1 Street Name and Stop Sign Details T-2 Height and Lateral Location of Sign T-3 Typical Locations for Stop Signs T-4 Typical Detail for Crosswalk and Stop Lines 1.5 Typical Sign Installations in Cul de-sacs T-6 Road Marker T-7 Raised Pavement Markers T-8 Typical Installation of Raised Pavement Markers T-9 • Typical Intersection Detail for Striping T-10 Striping Details T-11 Street Name and Stop Sign Details T-12 Parking Design Standard,One-Way Traffic T-13 Parking Design Standard,Two-Way Traffic T-14 Standard Street Name Sign I I COUNTY OF KAUAI VIII STANDARD DETAILS CONTENTS CITY BCOUNTY OFHONOLULU COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 STANDARD DETAILS for Public Works Construction September 1984 Roads & Streets PART 1 3' 0" 11 6II- 6"(See Note) 6" r---7.1. iimairrimmorr11111111111101=11111111.iii--7.r. girs..-0.4.60 ...ARP. 7 ,ft 1 r. t 1 PLAN 3' O" I' - 6" (See Note) V 1r 1I 1 N ! I I D 11t planthole a I` m I L.A 6" _.- ELEVATION 7 R. 611 i I_— Curb Grade i R_in R-IN a N - I 1 it NOTE: to For curb returns use II- 611 pre-cast concrete curbs. I . I v I I/4) I 1 - I SECTION A - A FRE - CAST CONCRETE CURB COUNTY TYO HON PRE-CAST CONCRETE CURB STANDARDCITY&COUNTY OF HONOLULU R-1COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: 1-1/2" • 1'_O" SEPTEMBER 1984 ss 3 0„ 6„ 6„ I T. i I I E I t I. 1 I'.1 lri=imaimimh....:.....ggiiiitgggui t I _ PLAN 1 3 — 0 1 1 A AI t QI" Diam. Rote ti 'w E 1 i I f Cr 1 II ELEVATION 7,. t r` f (; ca I ;I I I j 3%:-I I SECTION A—A 1 I PRE — CAST CONCRETE DRIVEWAY CURB COUNTY OF KAUAI R-2 STANDARD PRE-CAST CONCRETE DRIVEWAY CURB CITY&COUNTY OFHONOLULU DETAILS COUNTY OF MAUI I SEPTEMBER 1984 SCALE. 1-1/2" - 1•—0 COUNTY OF HAWAII U .4 6"6 t 1, a-.m*a iT'+- ,xuaFmw'r J.rr•n.ur+.waw a..wwuu••.yy+.. ....a...tg _- 1 t j I ti (Di I r` i ' — r i 1 r s PLAN 1 r 4- o" A r CV 9 I Diam. Hale 0 I to It i N. I ,a. is t i.. II 4 .[t I. I el i ELEVATION 1 19 7u u ' w---.-----'Vii--y" I , _ 6 Curb Grade,. I 0.1 L_— , r Tom_ - t N R in v i t 'I 7 I SECTION A - A PRE- CAST CONCRETE DROP CURB BLOCK COUNTY OF KAUAI CITY&COUNTY OF HONOLULU PRE-CAST CONCRETE DROP CURB BLOCK STANDARD R-3COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: 1-1/2" • 1'-0" SEPTEMBER 1984 2-6 3/4" e 7" ' <1-113/4" 6" T' 3/4' Curb Grade 4:i gz 6c-- R=1"a v Y Slope: V to 20" A CO 1-c Y v'- 71 " n` r Class "A" Concrete quantity = 0.0584 cu. yd./fin. ft. CAST IN PLACE INTEGRAL CURB AND GUTTER Scale: 11/2" = 11-0" 2'-63/4" 7" >-,7T-113/4" 3/4' Variable Slope See Table below)co c- c.) Li Slope: 1 to 20" AoR=t/ 4" F- a o m R-1' D g to Vv f c 2'-71/2" TABLE Class "A" Concrete quantity = 0.0506 cu. yd/lin. ft. DIST. CURB SLOPE F-EIGHTLWETOFL CAST IN PLACE INTEGRAL 12' 3')8" to 12" 7%" DRIVEWAY CURB :AND GUTTER 10' 3/4" to 12" 77M' Scale: 11/2" = 1-0" 8' 7/8" to 12" 71/2" 7' 15/)8" to 12" 7 9/i' 6'13)6" to 12" 758" 3' ' 115/18" to 12" 81/8" COUNTY OF KAUAI R-4 STANDARD INTEGRAL CURB AND GUTTER CITY & COUNTY OF HONOLULU DETAILS INTEGRAL DRIVEWAY CURB AND GUTTER COUNTY OF MAUI COUNTY OF HAWAIIREVISEDJANUARY1995SCALE: 1-1/2' = 1•-0- I 1 I h / ic\'/ I 2'-6 3/41' 6" 1'-1" 11 -3/4" 3/4" Ojitline of Standard 6 High Curb I o i% I 0) ZO— 7" Optional rn 2'-7 1/2" Class "A" Concrete quantity = 0.0565 cu. yd./lin. ft. CAST IN PLACE ROLLED CURB Scale: 1 -1/2"=1 '-0" 1 . Rolled curb shall not be permitted: a. Where road gradients are greater than 10 percent. b. On other than minor streets in residential zones. c. At major intersections, bridges and approaches. 2. For transition lengths to standard vertical curb, see R-6. ROLLED CURB STANDARD R-5COUNTYOFHAWAIIDETAILSREVISED SCALE: AS NOTED DECEMBER 2001 STREET TRANSITION GRADE LENGTH 0, 6 % 16' Min. 0, 7 % I2' 0 8 %10' II 0,9% 9' it 1 .0% 8' If 1 , 1 % 7' ii 1.2-10. 0% 6' si0 5" or 6" curb height TABLE g o C Apply to 5"and 6" curbs Jt 1 c' 70.-.:14:! :....:,;;......:..;.-:..;,..x x Y f o t S r E f t .Y`C o y gam` h: f%; 4 r t e, r o o, fx zo ri£` est" S , MI\0 s x' a .its'- 4. i. h NOTE: s a: I. Minimum lengths indicated in 4k fi table ar• oppliCable only when a>M,€ . S a :# y '' " flow Is os shown. 4r:.:442::::.::: 2.Use minimum length of 6 for all street grades when flow t Cast in Place is opposite to that shown. Rolled Curb 3. Curb height of standard curb la I" higher than rolled curb. 4 Use 8i at upstream side and 4' at downstream side for trgnsi- tion to cotchbasin with 5 curb height. ROLLED CURB TRANSITION NOT TO SCALE 1 COUNTY OF KAUAI STANDARD ROLLED CURB TRANSITION TO CITY&COUNTY OF HONOLULU 1 R-6 DETAILS CURBS ANO CATCH BASINS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE Variable driveway_widthr--- A f1jConsiruction joint 1 at It. as req.d FProperty line ef y bI 4 Saw cut min.I"Provide keyed-a••' i for joint to exist. sidewalk.irn amts both s.jdRs. See DetailA , 4 4"thick concrete reinforoed with••---A 094- t' t-• silt. R-29 for 8 x1i•8/b 6oly. Welded Wirs Fabric. 4-new construction surl068 Shall be brocn m. lined. l m ie of reinforcement. o'•_e curt'*O• a to be spaced equally41)MaximumN> acing 4 -0 0 2a a. a Variable approach width 1a I Note: 6x6-10/10 Galv. Welded Wire Fabric permitted for Hawaii, PLAN,Kauai 8 Maui only. SCALE: 1V4"= I'- 0" Variable Top of Rolled Property line grade Curb ir r f. ELEVATION SCALE: V4" = I'- 0" R Cost in Ploctt VariableaRolledCurb construction joint of R os required Slope! 1/4" to 12" 7.1"thick concrete rein?orced N Base as req'd with 6x6-ek4 Goly.Welded Wire Fabric. SECTION A— A SCALE: 3/$"= I'- 0" DRIVEWAY APRON WITH CAST IN PLACE ROLLED CURB RESIDENTIAL ZONE) COUNTY OF KAUAI CITY&COUNTYOFHONOLULU DRIVEWAY APRON WITH ROLLED CURB STANDARD R-7COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE. A8 NOTED SEPTEMBER 1984 6"thick concrete reinforced with 6 x 6-6/6 galvanized welded wire fabric. iI Warp this return gutter to meet thru gutter grades i I Y 1 go*--1 I I d Construction Joint Flow Line A -1 1 1 R E I PLAN iI SCALE: I" :: 20' NOTE: Construction.joints shall be keyed construction joints with tie bars per detail on sheet R-I I 1 F4-0" 2` - 0" 2' - 0" Nl Gutter Grade 7k I 1- co 1 6x6 - 6/6 Galv.Welded Wire Fabric L.--Class "8"Concrete 1 SECTION A - A SCALE: I„ = I'-0" THRU GUTTER COUNTY OF KAUAI R-8 STANDARD THRU GUTTER CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: AS NOTED H cTeimC N _T y of N C18 -, a' y co clic C''> S. v > :;_- O ` m CHa . Y. . a YO6Ootia, -0 0 -0 t d3 co o •c EndcooccweHa :2 .- JS C. — coo 4- o ,etcaw. CD O ? C N C y ._c la E .0ccnOO4"' ea U > > j ' O t- 2 d a a Cl-+ 44' CO" yc ° (. 11-w C > cacom — H « ._ — C m E. otZa18m «' Co .C 'oym E .v, •.= a UN .o aoQd2sN — •-O NZCtYEU .. v L ' O — Y '^ 2 > C w d o —rj .t-2 — t c d C — ;i 'g >A272 t m co V ; ., O y a ` y 0 'n- dmc,,, .c `N 2 r .. E N - H5 d = d .0C .L.. C ai . 4., -s) O co z " 1 31 .`-c a ,n , , o " aeo, v - =o .tN Ett '5'r co c ,oCI L 3 4' 403 5 N ; L .Q 7 Q Q . «+ Lel3 . n A N C w C Ctn C L. O E 'Cr 1, Ca, anO 4- C.O E. .Q O O c u A Ig « z E, c .o cO C 1 2 ,1, 'i• r d o, `' c c O atqq C Q.5 c — acne ,d SCteaoOvct0888O 'a O m C ct iIi.A 03 m «' C +'_ m O gn 'n pt C ` e, y > 11-11.0 eCac- a CCnoCn ti 'n >. dCi 03 lira! ' ZCn » L. Qin X O Q y O •- d t O O C co cZI- U4- w J 0.0 (7 3Y 3 -,7 L7 o a 'v t . , bi 0/AG.N fM to CC Q Q NV L t i 7 W Q N NMN 1 v T i \ V P. s N Zo = a -- y — kci, O A kil c a cEa:c -._. O II 0 1 • o .. l HvN 0 10C O paO L. tZj 1 _o \ k o o Q N OgCJO \ 7 iI. 1 1 I. E $ f 1.Cu'_ c U au COUNTY OF KAUAI CITY&COUNTY OF HONOLULU CONCRETE PAVEMENT STANDARD R-9COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: Al NOTED SEPTEMBER 1984 Saw cut or formed groove Fill with joint sealer Tr 1 . v y o 4 a 11 0 I Fill with Joint sealer i R=y.' axTRANSVERSECONTRACTIONJOINTR: -,-- Scale : IV= l'-0" Saw cut or formed groove FUlwP joint sealer DUMMY GROOVE JOINT ter.' toy, v DETAIL "A" Scale: 3"_I•-0" c 1 o 15" Fill with joint sealer43xDeformedTieBars 1 at 30" o.c. f y. LONGITUDINAL JOINTin R=V-4LI N Scale: IV= I'-0" fel C i VI in q Cit • CONSTRUCTION NOTES 12,- I. Weakened plane joints may be constructed by sawing, forming dummy groove (see Detail"A') or inserting ribbon or premoided strip. IS Sf 2. All joints shall be slightly under filled with joint sealer paving DETAIL B asphalt, grads 85-100, AASHTO Designation :M-20 Scale: 3"=I'-0" 3. All dowels shall be paint and greased. Expansion joint dowels shall be equipped with metal caps. 4. Expansion joints without dowels shall be constructed at junctions of concrete pavement and rectangular structure. 5. Construction joints at unplanned locations shall be keyed joints with tie bars(Detail"B"). COUNTY OF KAUAI R-10 STANDARD CONCRETE PAVEMENT JOINT DETAILS CITY COUNTY F HONOLULU COUNTY OFDETAILSCOUNTYOFHAWAII SEPTEMBER 1984 SCALE: As NOTED Fill with joint sealer 6 x 13" Smooth Dowels NN at 113"o.c. cu Min. t v r IR=V;--1 1111 v O. d I 13/4 to I I/2 Premolded Expansion Expansion Cap Joint Filler. EXPANSION JOINT WITH DOWELS Fill with joint sealer Concrete Structure 1 •:131 R=.4.--'5—T. - . • '. -./ o It ii, 11 i N G; jL_Pm e Exrepansionolded r 5'-0" _Joint Filler r 3/4"to I I/2" EXPANSION JOINT Fill with joint sealer cil 14.— R=4/ ', 6 x 15" Smooth Dowels at 18' o.c. TRANSVERSE CONSTRUCTION JOINT WITH DOWELS See Detail "8" on sheet R-l0 tv ir-17– I fil r–wv,:-airowwwwww v t r i. ' First Slab 3 x 15" Deformed Tie Bars at 24" o.c. LONGITUDINAL AND TRANSVERSE KEYED CONSTRUCTION JOINT WITH TIE BARS COUNTY OF KAUAI STANDARDCITY&COUNTY OF HONOLULU CONCRETE PAVEMENT JOINT DETAILS R-11COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: 1.1/2" a V-0"SEPTEMBER 1984 Finish with Lamp Black 21 - 011 o match A.C.pavement. Street Survey Diom. or square Monument Casting Top of pavement 3/8 x 4" Brass Pin s'..\\\\ 1 . • 1 ,\\\\,,, o , V vow, ' . • tb 1 • e41 • . l 04e' • . 811 W I. or C.I. Pipe filled with crushed rock. 1 •• , ASTM size #6 fib ' 7: Nominal size 34"- 3/8")o' •1 • •• '` $ ,- 0000aa e . . n Co 13" Galv. Pipe filled o le.) concrete I. e, ' a c0• ih 1 ' • e 1 A ( sr I • 1 • • 1 CD b - • I V V.----.1.- 1211 IDia. 1 , NOTE: Where the excavation extends into solid rock the depth may be decreased if approved by the Engineer. STREET SURVEY MONUMENT SCALE: 14/2" + 11 - On COUNTY OF KAUAI R-1 2 STANDARD STREET SURVEY MONUMENT CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMSER 1984 SCALE: 1-1/2".. 1•-0 e,3 a VQI I410 1 IR SII o a a V BOTTOM VIEWVEW OF COVER TOP VIEW - STREET SURVEY MONUMENT FRAME AND COVER 9" Dia. 9" •ia. 3/4%. • 71/2" Dia. 1/2"7 V2" DI.. 1/8" ,,d,7 I/4"Dia. VS"7 1/4" Dia. Ihi!2" rI/2" 1 4 ir z zil =Al 4., N f/4" N 1/4" 5 I/2"Dio. co 5I/2" Dia. \ 6" Dia. 3/4" 6" Dio. 1 1/4" 1 I-, 14" Dia. 1 14" Dia. SECTI ON AL VIEW OF FRAME AND COVER SECTIONAL VIEW OF ALTERNATE FRAME a COVER STREET SURVEY MONUMEN` ' CASTINGS COUNTY OF KAUAI CITY&COUNTY OF HONOLULU STREET SURVEY MONUMENT CASTINGS STANDARD COUNTY OF MAUI DETAILS R-1 COUNTY OF HAWAII SCALE:3" .. 1'-0" SEPTEMBER 1984 8" Diameter 7x2I// ros2 2,T " s PIBu fit Concrete PLAN Rood Surface I/2"x 2-1/2" Bross Plug jFeatheredatbottomto be set after pavement 91 is completed. C8O CC41.11 N O Class "B" Concrete a of t NN 2 a 1 ELEVATION CENTERLINE MONUMENT COUNTY OF KAUAI R-14 STANDARD CENTERLINE MONUMENT CITY&COUNTY OF HONOLULU DETAILSCOUNTY OF COUNTY OF HAWAII SEPTEMBER 19E4 NOT TO SCALE 18"x 18"diamond, high q_ Lane Road Approach Iane See Note 2 intensity reflectorized red sheeting on aluminum plate Metal guardrail with with 2"square telespor tubing I behind guardrail). (See posts. r-- j metol spacers and metal Standard Details for sign Details)See Standard and post) Q _ r-1--. 1.sem o-Q 4 IMM 4_z o Attach 4"x 12"high intensity reflective yellow pressure- sensitive sheeting (2 each) onto guardrail at 610. c. max. Use Scotchlite System 5 (9881) or equal. min. TYPICAL ELEVATION 3'--0"2'-0" Zx 8" Redwood header with I min. 18" long steel pegs at 6'o.c. hyo Pavement 2%--- Iit P. S/a•e TYPICAL SECTION NOTES : I. THIS DETAIL IS FOR A TWO LANE, TWO-WAY RURAL ROAD WITH MAXIMUM SPEED LIMIT OF 25 MPH. FOR WIDER AND FASTER ROADS, MORE AND LARGER SIGNS MAY BE REQUIRED. REFER TO MUTCD OR COORDINATE WITH TRAFFIC DIVISION FOR REQUIREMENTS. 2. FOR END OF ROAD WITH ACCESS TO SIDE STREETS AT 90°± TO THE RIGHT OR LEFT, USE APPROPRIATE SIGN IN LIEU OF 18"x18" DIAMOND (AT c_ APPROACH LANE LOCATION): e. g., WI-6, WI-7). 3. USE APPROPRIATE ADVANCE WARNING SIGNS PER MUTCD (e.g., WI-IR, W20-3,W14-I). 4. INCREASE HEIGHT OF THE HIGH INTENSITY RED SIGNS WHEN THE APPROACH 'IS ON VERTICAL CURVE THAT OBSTRUCTS THE VISIBILITY OF THE RED MARKERS. DESIRABLE MINIMUM SIGHT-DISTANCE FOR THE RED MARKER SHOULD BE AT LEAST 500 FEET. 5. THE BARRICADE AND SIGNS SHOULD BE PLACED AT APPROXIMATELY 90° TO THE ROADWAY FOR THE REFLECTIVE SHEETING AND MARKERS TO BE EFFECTIVE. COUNTY OF KAUAI CITY&COUNTY OF HONOLULU END OF ROAD BARRICADE STANDARD COUNTY OF MAUI DETAILS R - I5 COUNTY OF HAWAII SCALE: 1/4"- 1'-0" 1.:1*3 Edge of sidewaik or utility box w NOTE I. Reinf. bars not required where al 2` 0" syr asC2 m QR O.PENiiHB Rize varies} b i cc iti q optional hook qr vs where <I - 2 wIMrIM M7. sw.r srr.... ......- x s r., t M:YY / min. I F wl 811 k ',. ENING PLAN 41V OPENING WITHIN' SIDEWALK tx o optional c>I'-2" SCALE: I " = I' - 0" OPTIONAL BAR DETAIL ZGALE: Ire" = i' - 0" Edge of sidewalk or UTILITY BOX utility box itsc N11G Szs vara# nnntr Cover t In1111111111 wt0 > y1 I-# 3 box ar PLANopening-r ik OPENING AT EDGE OF SIDEWALK SCALE: /11" = I' —o" TYPICAL SECTION SCALE Ilse" - I'-0" SIDEWALK REINFQRGEMENT DETAIL$ AT UTILITY KAUAI BOXES Q PENINC SIDEWALK REINFORCEMENT DETAILS CITY&CONNTY OF HONOLULU Y R— 6 STANDARD AT UTILITY BOXES OR OPENINGSDETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: AS NOTED Standard conc. curb 3'-0"r i 1/4 * A A 1 t Y k o I *4 bar I 1wN wIlit 01. o 0 o Sidewalk r PLAN SCALE: 3/4" = I'- 0" Permeable and porous conc. slab: d I/4"± clearance 12" dlam. I *4 bar jaroundperimeterrhole1 w 5 3/4 I'- 5 3/4 / 0 Backfill material by contractor unless specified otherwise. (3 to I topsoil and a-4 -„e/E:31V3C manure mixture.) SECTION A-A SCALE: 3/4': I'-O" TREE WELL , WITH CONCRETE COVER COUNTY OF KAUAI CITY& COUNTYYOFF HONOLULU TREE WELL WITH CONCRETE COVER STANDARD R-17AUI COUNTY OF HAWAII DETAILS BCALE:3/4" 1'—o SEPTEMBER 1984 r O',V a0 „0-,E 0-,Z a 033°• n v v t 0 I' 0 0 91.411 I ; i.; --__ °i' cr 0 53g ik;•w c' c L is ay cm to 8 a 0 M 00 Pv 3 t ala 5 " o . c_ CwC«il twQ • 8 M CG s E S. i E a v c o p o•aONcV0 1.d a N p O 0 ti P w a 0 0 Naa41- 1-- 1- a gIw2E{ tvid4 Z Vou Z o v • o w cr Q i I V J J o ;•••w• 11 i 0O a. AI :. _ kA F' Z r « *u) c O 2 NLS. Dlc v as K 0 $ p aE2 Je Y • co O i o rri% Y co O e or P V O C ot 8~ppTY Ct 0 u i ,,•:/ O N V N• -CI II0 a V v c 411401 IN fi -.. Z 4.im COUNTY OF KAUAI R-18 STANDARD 3' OR 4' CHAIN LINK FENCE CITY& COUNTY OF HOMANOLULU DETAILS SEPTEMBER 1984 SCALE: 3/8" .. 1'-0" COUNTY OF HAWAII 4-.:a O 0 0 s a ; v 001 i i A N ----MI AZ ccv)_ a W N o a 0 co 0V•+: p O go ••.0 O Z X 15 a • . 0 s 8 -2 1•w O 0 a._o + = E 0w $ g „ a = • 3ci v ,. 00 o • s to- 00Oa `o e' 0 o o aj a 0., oa E L'S ao 0 i o t- i og' E a0cv 00 cew H t! IB o 0 Ma aci V cJ Ks er Iw X 9. o,o 02O. \a G C m 0 wi1 a O 0'- o 0. •i w••ww a o 0 0 Z 2 i I'1II. ts 1• & r 01,4,1 OCC a r wJ I 1 1••/. o ` 1'1• o- Oti II• 9 Ni--. dON1d set O e •0.X N o . t«E. o 4o s c ta o3g O i1• opo S eOter. 0 a... II6. w 5 a.: a r. a o Jul. 4 E'o o. a« N o 41 & 7.4 4 II —— N 0 60 N COUNTY OF KAUAI CITY&COUNTY OF HONOLULU 8' CHAIN LINK FENCE STANDARD R-19COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: 3/5"• 1'-0" SEPTEMBER 1984 o 0 o Eo`a o. .G_co ga0cmcpc .Eotoi Age.., :4- E. i m a-- ca eog ; " of out:, vs 5 °s o v p oo c w 0 Y.- O at 0• v e °o °'.c0 Ell) w c •_ O0NE •> a o_ •c80..Seael— y"Are ! A 0v4 o oats- QE.".§ ll eo • oEmbaov $ 0 N t 0 J ba 0 v vo o A 0 E v..; U ca 80 o.N m-- .2.o • a.N 2 A CI c_ •• 3 ffi aA &N•A 6 A.:-._-m o t G C b. ?. 2 c a SItoQPPa.a 3,p co o. U LL.o.._ l- I— i-- — N tO ci ICJ to 1-: O 2 0 0 • wt 0.cic o W N m o Ii1W!1, CD 0z VY-G.V 111 010EIZa1010! Z:1 le A alp m'Z._ iT+ WcivoaverTIQ 11 11• a. VA 11.E as, A J 81 AN. V4MEI1 .........., •••... .. m.. .... 7..p:iCM ii. Trevar cr.. 444, 3: 1". Mto 3 c E A— 8 o 0 I E s – i i,' E t 17`s I s « xc I•S 4 •4ou ••s •au•; .to Jo iE .10,4 O- ,9 COUNTY OF KAUAI R-20 STANDARD TYPICAL SINGLE GATE CITYCOUNTY OF HONOLULU DETAILS COUNTY OF MAUI SEPTEMBER 1984 SCALE:3/8•' .. 1.-0" COUNTY OF HAWAII o vo t..C0 u0a 82 .2L00 N 8-.y:. Y o" o O C QCvp N V 0 a a 0 bo a gooEuo • a • o,‘, : 1 ; 3 co] Va . v o .2 xo «N u 0 + oo`07; pOV Q O 13 c Oa Yo O L. N CO , 0 0 Ow , 0..s0' 0• dto _ Cc= coN E p-eo oO • S.V L °o Cox00 O a 24)t3 °3 ,° a. mcvc5o ` c o C_ 4)12 00Vo. -v v3-, -2 O S._12'202- 0° 8'- c a glaa,;Q o cLi a,, n 2 a: n 0 on .C'- O„ cr..- co t o o 3 0 O M O o Oft O y° 0`0~ .e 0 M O °N p 0 0Wr'0> 4--O 0z a°.- 0 GT J: O, aft 0 0 0'42 O .-? O 0 a 5 S—7 C 0 O o 0 00 C 0 <'0 0_0 N 3 0 (! .- x N-N.0 () E U_0.C:..J] COO f'"13 zityp Z _ N M iiid' coco 13 0 in 0 Cr; ti IA o; s a a a KrZ c cxPall 0" ,£ 1O5. w I.4-a I • AAW A.er irlp•••0 If _ S ' Y I C • V p ay Y : • 0 ka<pC oO0 °0•I ax0 440 0° NrZL0 e • SI c0x c o>ci se ll E 1 ,,, A•441I•• , E i '• 4118 II r 1 JinI• . 00 M Q E ;• 0 0 co 0• c Ja- i •g• j o lD 'I N r b •rsQb4I 0 o 0 4 O Ocie O" O cN uo Cb 0jam ec p • • . 'Y F 4.';N dcN°N.41sS c YOU ass YOUR; sip JO ,£ JO4 p. COUNTY OF KAUAI CITY A COUNTY OF HONOLULU TYPICAL DOUBLE GATE STANDARD COUNTY OF MAUI DETAILS R-21 COUNTY OF HAWAII SCALE: 3/8"- 1'-O" SEPTEMBER 1984 TYPE A BOLT D L TYPE B BOLT L Splice Bolt i,s" I'/4" Post Bolt for Conc. Post with Metal Blocks 9'/ Rail Bolt for Conc. Post (No Block) is; 914• Post Bolt for Metal Post with Metal Block I s4 Roll Bolt for Metal Block or Metal Post fsa 2" L r>. , 111/4*_____ a: 1 fib 0' 11:1101,- 1/4T---) ' " le ill lillOrilitli i0; Fr----4 0 II Threads V-11 Threads 1 N bili*x74' Oval Shoulder 3= Deep x 1°is Dia. C.Bore TYPE A BOLT TYPE B BOLT for Type A Bolt only. SPLICE RAIL AND POST BOLTS Plain nut for Type B Bolt. Scale: iiiSizeHEXAGON NUT Scale: VI Size IIV I hr 3" I °/i• R 1r°Ni R 1r jam- il—C 1 m4R IC • I SPLICE BOLT SLOT e`- A SPLICE BOLT SLQI Scale:'kg SizeScore:y! Size FOR SP IAL END SHOE 3• Scale' y° Size F` I I 2yz" I l_ 1 pT 3 R ji iefe:R. l'1 r 3y. L 1 311_ 14 - Th'M POST BOLT SLOT L 1.10° Scale:k,Size 8 ga RAIL WASHER 4 R Scale: ge ifs Size av 55• I 1°/„R i I/ n oEI.o I O 1° R I i I I 1 Lr Symmetrical r'_sO1shout 55o, N i1 fj=1) 1.--,-- f- 1 11111Cr O55a R 21 4k." I I 12%: cu I RAIL SPLICE 12 gage / Scale:llh=1'-0• RAIL ELEMENT SECTION Scale: 3"= 1'-0" 1 COUNTY OF KAUAI R-22 STANDARD METAL GUARDRAIL DETAILS CITY COUNT OF HONOLULU COUNTYDETAILSAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE:AS NOTED Metal spacer Post bolt Goly. 2' -6" r xl/4bolt, nutA r+-{ jblockW6x8.5 ,\washer. Two req'd s per block at alt.side . 4. ro o cn o FH of web.--------__ - MT_---- -------- 10g v'si+"x 21/post bolt slot age bolt as req'd) o Metal spacer Post bolt Galv. block W6x85' pi 3" 44 41/+ EV"I 4 bolt, nut &HIM washer. Two req'd per post. PLAN I I o- o r PLAN o - —o—o— I "' i___ Post bolt 4_splice bolts a ` I ` Q_ 1--- q`x Ik`bolt & eco z- nut. regd t 4233x3"slotspersplice. 110 for Type A' splice a' 41 Rail bolt- s/• II x 2"bat,nuts - SPECIAL END SHOE washer. One c Scale: li=: I'-0• Reinf, req'd per metal E spacer block.t, conc. tO c2post. Metal spacerSeeblock- W6 x 8.5detail.r i, Metal post-W6x8.5tMTi 113111111011Hardwaresameas It.-.:-_-:2__ for concrete post. ELEVATION 30° 121- 8 V• , I sheet ELEVATION CONC. POST METAL POST Shape to fit r121/ 2" lap 164 I WITH SPACER BLOCK WITH SPACER BLOCK rail element Scale: :1'-0• Scale'2r4=1'-0" o 1 M o G.1. pipe I T v — sleeve in each Rail bolt-It mi post or hole formed s4" x 2"bolt, a In concrete by use nut,washer. 1 L-1_ of grease bolts One reglred. CURVED ENDorothermeans. Scale: Ito": 1'-0" Metal post - W6 x8.5x 5.-9"min. 2'-3" I era;chamfer 71--- i/i sheet T I-_ I , • 4I 12k; lap o M1 o o r-1. Rail bolt- ELEVATION 91'"x 9k•bolt, METAL POSTI1nut8washer 6 i• oi- f — one required WITHOUT SPACER BLOCK I 2 ties at 6" scale'4:I'-0" 2" 4fti I I T O O J,,_ 4- ik 4 bars jII -4 -.--11/ 2" clear e, i oI ."4 -Class'A" concrete N jlr—i Note: All metal 1--- --4.--N chamfer shall be galvanized ELEVATION Some as rail 4 CONC. POST element section WITHOUT SPACER BLOCK FLARED END Scale:%; =I'- 0" Scale: 1!1<"'1'-0" COUNTY OF KAUAI STANDARDCITY&COUNTY OF HONOLULU METAL GUARDRAIL DETAILS R-23COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE:AS NOTED SEPTEMBER 1984 6'-3" 6'-3" Variable End section as designated I End section as by Engineer. t Post bolt hob--` Lap in direction of traffic Engineerd by t41,..—____ 1 a; I 1 Intermediate post may Conc. or metal be omitted with E post with or Engineer s approval--- 1 I N without spacer 4"".I I I I 1 -, block.I I Direction of LJ LJ J traffic.LJ TYPICAL ELEVATION Scale: k: = I'-0" 1 1 1 Varies 3'-0'min. 1 i SSee site-- ----I E I111:11111k;Sty , fFig Curb line or edge Si j of pavement. s 1 I TYPICAL SECTION Scale:Y; :I'- 0. COUNTY OF KAUAI R-24 STANDARD METAL GUARDRAIL DETAILS CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1/4"- 1'—O" TROUGHEN CONCRETE SURFACE 48:1 BOTH PNOTESBYBROOMFINISHINGINTHEDIRECTIONSrPERTYPROPERTY DIRECTION SHOWN. MAX) 1. WHEN NECESSITATED BY EXISTING PHYSICAL CONDITIONS,NE CUSTOM-DESIGNED CURB RAMPS SHOULD BE USED SUBJECTTOCRY'S APPROVAL SCOREUNE—' I i s y=SCOREt.INE 2. SUBJECT TO FIELD CONDITIONS. THE CITY SHALL DETERMINEa ~ THE FINAL LOCATION OF THE CURB RAMP. 3. AT INTERSECTIONS CURB RAMPS FOR EACH CROSSWALK ARE1PREFERREDANDSHALLBEINLINEANOWITHINTHECROSS- WALK. HOWEVER A SINGLE CURB RAMP FOR DIAGONAL ip;j „r 10 CROSSWALKS CAN BE APPROVED IF THE DESIGN DETAIL IS ACCEPTABLE BY THE CITY. 4. FOR AN EXISTING SIDEWALK, ENTIRE SIDEWALK BETWEEN NEAREST SCORE UNES SHALL BE REMOVED. 5. FOR SIDEWALK WIDTHS LESS THAN 12', USE DETAIL FOR RAMP AT NARROW SIDEWALKS, GUTTER- V-0-MIN. V-0" 5'-O14IN. STANDARD 6" 6. THIS DETAIL IS INTENDED AS A GUIDEUNE FOR NEW CURB 8'-0"MAX. 8'-O"MAX. HIGH CURB RAMP CONSTRUCTION. A SITE SPECIFIC DETAIL THAT MEETS PLAN THESE REQUIREMENTS SHALL BE SHOWN ON THE PLANS. SCALE: 1/8"=1'-0" 7. IN ADDITION, PASSING SPACES ALONG NEW SIDEWALKS PROPERTY UNE SHALL BE PROVIDED AT MAXIMUM 200' INTERVALS AS GRADE-\3'-0' 5'-0"TOP OF REQUIRED BY ADA GUIDEUNES. THE PASSING AREA SHALLGRADE-\ MIN. MIN. I CURB BE A MINIMUM 5' WIDE BY 5' LONG AS FEASIBLE. B. NO PULLBOXES, HANDHOLES, MANHOLES, ETC. SHALL BEt....._____' ALLOWED IF THEY CONTAIN ANY OPENINGS > 1/2" AND ELEVATION GUTTER UNE ARE OF A POTENTIALLY SLIPPERY SURFACE. SCALE: 1/8"=t'-0' 9. TRANSITIONS FROM RAMPS TO GUTTERS AND STREETS SHALL 12'-0" MIN.R. BE FLUSH AND FREE OF ABRUPT CHANGES IN LEVEL THE CHANGES IN LEVEL THE MAXIMUM SLOPES OF ADJOINING 8'-O` MIN. 4' MIN. I GUTTERS. ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEEDSAWCUT20:1 GUTTER I 120 48:1 I 20:I 1 ----NAX.- I .Milliiiiiiiiiiiiiiiiiii44f 4' CONCRETE ON 6" SELECT 7" BORROW, PER DETAIL R-28.PROPERTY STANDARD 48;1 BOTH UNE DROP CURB DIRECTIONS SECTION i _( MAX) __— SCALE: 1/4"=1'-0" X RAMP FOR 12' MIN. SIDEWALK PEA ii a2' 20:1MAX. _`_ I '-., SEE NOTE 5 & 6 io BROOM 3'-O"MIM. 5'-0" 3'-0"MIN. STANDARD CURB FINISH k . PROPERTY 12'-0"MAX. I2'—O'MAX. AS REQUIRED CUTTER UNE A T- GUTTER 6'-0" MIN. `-STANDARD Bh00M t DROP CURB INISN.. 121 TAx 121 12'-0"MAX. tnP') ' ' `"` Mme" RAMP AT CURBED DRIVEWAY SCALE 1/8"=B/ V-0" 6'-0" MIN. R. DROP SIDEWALK 1 GUTTER./ CURB STANDARD BEYOND PLAN CURB PROPERTY UNE SCALE: 1/8'=1'-0- 20:1 r--__ ai GRADE. STANDARD CURB AS 4Ilzi f 3'-0" MIN. 5'-0" 3'-O" MIN,/ REQUIRED BY EXISTING re-.- - ' f.-. TOP Of \ i CONDITIONS wear;f''` CURB- 4` CONCRETE ON 6" SELECT BORROW, PER DETAIL R-28. ELEVATION GUTTER UNE SECTIONSCALE: 1/8"=1'-0'SCALE: 1/4"=1'-0' RAMP AT NARROW SIDEWALK- UNDER 12' (TYPE B)1.CURB RAMP STANDARD 25RADETAILSJ SCALE, AS NOTED APRIL 2000 Wall as requiredA See Construction Pions ti 0 r-, 30 PRIVATE DRIVEWAY RAMP-- i cf: L' r a Y t_• Cut or fill slope i LP-A I PLAN F 2'-0'I_ Variable I:enath of driveway I Gutter ' Std. conc.drivewayAs shown on the plans 4,- O- Sidewalk Remove existin Ttiypeof on meata s pavement Match existing 1//romp — -- I dallinit r// [ExistingCompactedsubgrade- driveway ramp New pavement ELEVATION thickness CONSTRUCTION NOTES I'-O" Variable i'-0„ I. Asphaltic concrete pavement shall be I I/2„ thickmin.See construction plans and constructed over a 4"thick base course. 2. Reinforced concrete pavement shall be 4°thickmin., 1 LJ reinforced with 6 x 6-6/6 galvanized welded wirePavementllfabricandconstructedoncompactedsubgrade. i, ,,, p r t , _ X s _ j ' `; i// 3. Rolled coral driveway romp shall be 3" thick min. I _— Compacted subgrade—f ———--—--=/- 4. For all fill slopes use 4"top soil on till material. 1-Existing driveway ramp SECTION A - A PRIVATE DRIVEWAY RAMP COUNTY OF KAUAI c STANDARD PRIVATE DRIVEWAY RAMP CITY&COUNTY OF HONOLULU13-26STANDARD COUNTY OF MAUI SEPTEMBER 1984 SCALE: 1/4•• •• 1•-Q COUNTY OF HAWAII NOTES I. Sidewalk shall be broom finished 2' -0" • Var. • 4'-0" perpendicular to curb line. Gutter "A" Sidewalk 2. Premoulded rpanslon joint filler Curb Line Property Line shall be I/2 thick. R=A" . . . ' Install Expansion Joint P.C. (Variable Radius(—_— r P.C. (Variable Radius)i 1 iliScoreTinesshallbespaced 110equallybetweenexpansion joints to nearest 4. Q'I o I I a; Install Expansion Joint 4 ..V• Ift. •:7 I ac O I O : --Property Line Piiiv r • .. 3- SC ` —Curb Line PLAN lam CALE: I" = IOC-0" 7" M Variable 4' - 0" Finish with edger Finish with edger Score Linei tiI Finish with jointer e Slope' I/4" to 12" tt t--4"Thick Class"B"Concrete SECTI 0 N A -A SCALE: 3/4" = I'- 01; FULL WIDTH S.QEWALK AT R : RETURN COUNTY OF KAUAI FULL-WIDTH SIDEWALKCITY8COUNTYOFHONOLULU STANDARD COUNTY OF MAUI AT CURB RETURN DETAILS R-27 COUNTY OF HAWAII SCALE:AS NOTED SEPTEMBER 1984 STANDARD SIDEWALK WIDTHS Sidewalk widths for sidewalks in districts described in the Comprehensive Zoning Code for the City andCountyofHonolulushallconformtothefollowing: District Paved Sidewalk Width All Residential 4 feet minimum A-I, A-2, and A-3 Apartment 4 feet minimum A-4 and A-5 Aportment 6 feet minimum H-I Resort Hotel 4 feet minimum; required width for each location shall be determined by the Chief Engineer. H-2 Hotel Full width unless determined otherwise by the Chief Engineer.B-I Business 4 feet minimum 8-2, B-3,and B-5 Business 6 feet minimum B-4 Business Full width All Industrial 4 feet minimum All Planned Development (For streets to 4 feet minimum be dedicated to the City.) SIDEWALK WITH STANDARD CURB 81 GUTTER R 4" Class 8 concrete.broom finish perpendicular to curb. Varies Varies Standard slope 1/4 per L.F. Chief Engineer may autho- rize different slope to suit special conditions. Standard Curb 1 Gutter 6"select borrow under sidewalk,curb and gutter wherever Pavementexpansion value of subgrode exceeds 3%. All utility installations shall be identified with the name of the utility company on the frame or cover. Checkeredlit—bit\ "\meal covers installed in sidewalks with slopes exceeding10 /o shall be painted with non- skid point. TYPICAL SECTION Where concrete curb or sidewalk exists or is to be construct- ed, driveways shall be of concrete. NOTE A: I. Full-width concrete sidewalks may be permitted when constructed for the entire block. 2. Lawn gross or vegetative ground cover of a type with a maximum growth height of 4"or of a type that will grow at a trimmed height of 4"except vines or other planting which may be a tripping hazard. 4"topsoil required. 3. In lieu of lawn gross the Chief Engineer may authorize: a) Acceptable artificial turf,with proper bases, b) Precast masonry units laid ciosely in o uniform pattern (bricks, tile cops, etc.) with proper base, c) Asphalt concrete on proper boss, I) Concrete-poured separately from the concrete sidewalk,and of similar thickness,and e) Loose aggregates, such as basaltic, coral or limestone chips. 4. Street trees including existing trees may be permitted in sidewalk areas subject to the approval of the Deportment of Parks and Recreation. 5. Sprinklers, set flush with the surface,may be permitted by the Chief Engineer. 6. In areas where curbs exist with unpaved sidewalks, temporary asphalt concrete walkways may be installed, if authorized by the Chief Engineer. SIDEWALK AREA WITHOUT CURB OR GUTTER Varies Edge of Pavement Sidewalk Area GENERAL NOTE: Mailbox support shall be of a type which Maintain Swale as designed causes minimal obstruction to traffic. R-28 STANDARD DETAILS SIDEWALK DETAILS CITY,&COUNTY OF HONOLULU SEPTEMBER 1984 A <-PROPERTY LINE POUR MONOLITHICALLY r 1 71)z SCORE LINES TO BE SPACED, " EQUALLY. MAX. SPACING 4,-0" z m O N. I r N. yy E DONOTLINSCORE E I W N 4'-O" 4.... VARIES 4'-0" 0 TAPER TAPER 36' MAX. A <- DRIVEWAY PLAN N.T.S. r PROPERTY LINE GRADE TOP OF CURB mim1uIIIIIII 4'-0" j VARIES 4'-O" jSTD. CONC. STD. CONC.DROP CURB ELEVATION DROP CURB N.T.S. VARIES (4'-0" MIN.) 3'-O" MIN. R=1" 2% M' 1" r T I. e 4_ 4" AGGREGATE SUBBASE COURSE 1 - #4 REBAR I6x6-W2.9 x W2.9L4CLSS "A" CONC. FOR RESIDENTIAL DISTRICTS 6" CLASS "A" CONC. FOR ALL OTHER DISTRICTS BROOM FINISH PERPENDICULAR TO CURB SECTION "A-A" N.T.S. NOTES: 1. THICKNESS OF AGGREGATE SUBBASE COURSE BENEATH CONCRETE PAVEMENT MAY BE REVISED IF DEEMED NECESSARY BY THE ENGINEER. 2. THE TOP OF ALL TYPES OF CONCRETE CURB, INCLUDING DRIVEWAY CURBS SHALL BE LONGITUDINALLY BROOM FINISHED. COUNTY OF HAWAII REINFORCED CONCRETE STANDARD R-29DROPDRIVEWAYDETAILSDETAILS REVISED SCALE: NTS SEPTEMBER 2002 s Driveway flare not to extend beyond property line extension except where property frontage is less than IS feet. ALL RESIDENTIAL DISTRICTS Single driveway width: maximum 25 feet, minimum 12 feet. Two driveways may be constructed per parcel per property frontage provided total width does not exceed 25 feet per frontage. Schools,churches,hospitals and f ire t " c stations are exempted. Driveways serving abutting properties may be combined upon the mutual Consent of the property owners. IM 1":BUSINESS, INDUSTRIAL, HOTEL 8 APARTMENT DISTRICTS v I I, Total driveway Width excluding flares on any street shall not exceed 30 feet or 45 per cent of the property frontage on that street,r whichever is greater. 2. No driveway excluding flares shall be less than 12 feet or exceed 3 <: 50 feet in width. Minimum width for two way traffic shall be 20 feet. 3. No limit on number of driveways provided total width excludirg flares does not exceed limit provided in "Note I" above. a z 0 p GENERAL NOTESr a,; I. Deviation from this standard and other driveway standards 44 / moy be permi t ted upon approval of the Chief Engineer. c IM z" r^2. Upon approval by the Joint Pole Committee, the City Traffic Engineer,1 X.: 13,'WA' „,,- YF and the Chief Engineer, driveways may encroach into the 15 foot reserve 9a $p'{ area. te: fir*:«> ° 3. No portion of the driveway or flare shall encroach into the curved por- 5 y: tion of the curb return except that on government initiated widening or improvement of streets where an existing driveway it located on in the return and it is physically impossible to relocate the driveway away 7) from the return, such driveway may be reconstructed on the return. n 4. 2"Asphalt Concrete on 6"base course moy be used in ploce of rein- forced concrete in unimproved areas or where installation of concrete D `\ sidewalks ore pending. The grade of driveways in unimproved areas c shall follow the typical planned section of the sidewalk area. 5. No driveway shall interfere with or be constructed within 2 feet of any utility iollotion, catch basin, fire hydrant, or other governmentIinstallation. nst 1 6. Where property frontage Is less than 13 feet,flares may extend beyond the PIA protection of property lines. 7. Fire stationsstexempt from width requirements 7 vim. s` ,fa;; y kik r , 4 '' 1 / s` $.. ..4e1C CURB r 15' Reserve Area" I Varies I i i I I STANDARD DRIVEWAY LAYOUT L 4 I R-30 STANDARD DRIVEWAY LAYOUT CITY&COUNTY OF HONOLULU I DETAILS SEPTEMBER 1984 Road R/W 1 Private Property Road R/W Private Rounded edge_, i Exist grd.., Property Class"B"conc. s-,..- v i :2-#4 Horiz. Conc.sidewalkRoundededge N Exist,ground, 111.11111111111111 io4" thick conc.sidewalk M X O Pour monolithically I L TYPE "B" WALL with sidewalk. Hatched portion 8" I r1E designated as Type A" Wall. Bend allI long TYPE "A" WALLill bars al min. Nott: Details applicable I L L.... only for areas with 1.321.1granularsoilcontainingNote: For conditions w/o some •silt materialsizedconc. sidewalk,use top or better soils.STEP FOOTING DETAIL of wall detail as Mown on Type "011 wall. r.. Rood R/W - 1 Private Ft Fence or railing as required Fence or rolling as required - --I Property o/(See detail in plans) See detail In plans)Road R/W 1 Private Propertyl-'#4 inK.O.Block, 2"cop block Conc.sidewalk Rimed edge 71-#4 in K.O. Block NOTE: Exist. ground w; r i Horizontal reinforcement ffirkw t3`cpnc.bloc T walls may be 1-14 of 24 1 Poyline for grout all cells 1 o.c. in lieu of Dur-o-Wal, 1 •---2 Ch, excavation 2 Cir. 8` conc. block, ll grout all cellsDur-o-Wal or equal at fo i ak4 at 24"o.ceveryothercourse— r orre - O Dur-o-Wal 9r equal at3weeps ,at 10 o.c. v. every other coursew/I s..f • . rock cont. 1N k4 at?4` nc.. -• - 444.47111,',.. i,:sI e 3" weeps at 101 o.c.w/I sq.ft. 3-*4 Cont. . re Exist.pd. 0' ' c rock cont. Excov. 3-k4 Corn. payline IR 1 f 4 at 24"oc. T 1 4 Cont.---- a -_Close„e" conc. N •E 8"min,l Class"B"conc. B„min. 4Cont.Step foot Ing as required 42',-6" for ht. 2'-0 for 3' ht.2 -0" for 3 ht. TYPE "C" WALL (See detail) TYPE "D" WALL CITY&COUNTY OF HONOLULU GRADE ADJUSTMENT WALLS STANDARD R-31COUNTYOFMAUIDETAILS SCALE: 1/2"- 1'-0" SEPTEMBER 1984 I120' R. 60' J 60' 110' 2 LANES = 28' 22' 22' 2 LANES = 28 10 111, Sidewalk Area— 1 3 LANES = 38' 1 12' 12' ( 3 LANES =38', Sidewalk Area 7Curb &Curb a Gutters Curb & Gutter as required.Gutter PRIMARY ARTERIALS t c_k'_ 8o' 8' 2' 30' . 30' 2 8' Ij c Pavement I Curb & Gutter Z-Curb & Gutter SECONDARY ARTERIALS R. • c_ R 60' 7' 2'21'I21'2' 7' 1 1 COLLECTOR STREETS BUSINESS & INDUSTRIAL STREETS 50' 20' Pavement 7' 2' 16' I 16' 2' 7' 10 I 10' 1 T__,I MINOR STS. a CUL - DE - SAC ALLEY 50' 7' 36.92' 17' I 12 I 33.43' _ rl : 11 i.. CURB & GUTTER 1 n CURBGUTTERQ• 1Ort i 54.77' A.: 4- 41-5..g% n o ii7 I OA 1. a 43. L i x i IO v I 1--7' Is % N_ 1 1' / IIT" TURNAROUND CIRCULAR TURNAROUND NOTE: CUL - DE - SAC Ali R/W widths shown hereon are minimum. See R-34 for Rood Pavement and Sidewalk Detail. t STANDARD STREET CROSS SECTION R-32 DETAILS WITH SIDEWALK COUNTY OF HAWAII 1 NOT TO SCALE 120'Ft 60' 60' 8' 10'24' 10' 8' I 8' 1 10' I 24 10' 8' s. PRIMARY ARTERIALS 80' R 18' 1 I I 10' I 12' 12' 10 18' I SECONDARY ARTERIALS R c 60' 10' 1 8' 12' 1 12' 1 8' 1 10' BUSINESS a INDUSTRIAL STS. t C R 60' 1 12' 0' I I 18' 102'' 1 s 1 l0' 2` 1 1 8' 1 •120''URBAN COLLECTOR STREETS ft C.. it 50' 9' I 6' , IO' I 10' 1 6'9' MINOR 'STREETS a CUL - DE - SAC Provide Par obolic Curve Connection O a5 1 54.77' a-,1 CUL - DE - SAC 1 I Ro NOTE: 1 '.// All R/W widths shown hereon ore minimum. 1/ See R-34 for Rood Pavement and Shoulder Detail. STREET CROSS SECTIONS WITHOUT SIDEWALK STREET CROSS-SECTIONS COUNTY OF HAWAII WITHOUT SIDEWALK STANDARD R-33DETAILS NOT TO SCALE SEPTEMBER 1984 STREET PAVEMENT SHOULDER SWALE 2'—O" MIN. 5'—O" SAME AS 6" FINISH GRADE I FINISH GRADE 8" MAX. 2"/FT• 2% 3 4" The invert shall not CONDITION AT 2" Min. Asphaltic Concrete coincide with the FILL SECTION utility pole location. 4" Min. Aggregote Bose Course 2" Min. Asphaltic Concrete 1-1/2" Asphaltic Concrete 6" Min. Select Borrow Subbase4" Min. Aggregate Bose 4" Min. Aggregate Base or os required by the Engineer. HALF SECTION OF STREET WITH SHOULDER STREET PAVEMENT 2'—O" VARIES 2'-0" Q.FINISH GRADE 2% (Max.)i 2"/Ft 2% CONDITION AT CUT SECTION 2" Min. Asphaltic Concrete 4" Thick Class "B" Concrete 4" Min. Aggregate Base Course 4" Min. Aggregate Bose 6" Min. Select Borrow Subbase or as required by the Engineer. HALF SECTION OF STREET WITH SIDEWALK ROAD PAVEMENTS AND SHOULDERS R-34 STANDARD ROAD PAVEMENT AND SHOULDERS DETAILS COUNTY OF HAWAII REVISED MAY 2001 SCALE:NOT TO SCALE o a (L) o O '= ON i.w V O N L. N —y U N 75 v aO (1) C . NC 3 ' E `' Ciac)C 4 L€ C O -. 6. .. X- G, 0-0 N O W -.-. E ''.. V Q g N cu N72-.-0 = i . -S3 j C y cn a)vI Z 0 0 0 ° ° QW UinN 0 tna J 3 D W o p ifrt, 1 a Ul o = Q ..._ cc° u 0 s0 i 1 C 1 U R Lco0Q., 0d L I.cn o to C Y cC c CD L in OO CD r-o Cn 41-L------------ E LO 0', Cl)i COUNTY OF HAWAII TYPICAL ROAD UTILITY STANDARD R-35 LOCATION WITH SIDEWALK DETAILS REVISED SCALE: NOT TO SCALE JUNE 2002 0°) 0 r00N-C 0. OtoONCva)C .a 0 O N>I. >>e. _ .SL..... _ — _ LO 0 cop. O C•C 0 3 Q ++C fn illE .0''E -'_-+ 7. O • - b C 0 Q 4) + D - 1 " I 0 y E '- U) N 4- W .,, E. N -g _ OC I- 0_C CEUow3 = o O v+t+ U 1-__ in 0U 0 NN LO COD C L L O D w= v0- 4- 0 -co a) a a I d .c. Z O O to0IItea)0 n) x ..0 3 w 3 Q N U Z n1 1-I COn O d J Q v a Oj N J W CI COaCi000 _ E _1 I i Q I—oOeVo N N N n- UIw oa r9 0.= IliCO F_-' 2-, 0 Iz5. ti a t) J I - o007D1:,O C 1 I 1 0 CCD CO 00 U) ix 0 C CD b0LOCD 2,-1 1-, n C,I I 42c OOT a aLOO C, I I E, cV to ceCrtx 000 u-) CD CD COUNTY OF HAWAII TYPICAL ROADWAY UTILITY STANDARD R-36 LOCATION WITHOUT SIDEWALK DETAILS REVISED SCALE:NOT TO SCALE JUNE 2002 k. Roadway Variable Minimum 10'- 0" Asphalt Concrete or Concrete Pavement (See Notes Below) Shoulder t Swale15% -' Maximum Grade' 1/4"/Ft. -- 1 UP SLOPE Variable 2'-0" Minimum 10' - 0" Asphalt Concrete or ConcreteRoadwayPavement (See Notes Below) c R IShoulder I Swale II/4"/Ft.Maximum Grade: 5% DOWN SLOPE NOTES Concrete Pavement I. 4"(Residential)-reinforced with 6x6-10/10 wire fabric,6"(Commerciol)-reinforced with 6x6-6/6 wire fabric,shall be constructed with 4"(min.) base course. 2. Provide construction joint at property line. Asphalt Concrete Pavement I. The structural section shall consist of 2"a. c. with 4"min. base course. RESIDENTIAL DRIVEWAY WITHOUT CURB a GUTTER RESIDENTIAL DRIVEWAY STANDARDCOUNTYOFHAWAIIWITHOUTCURBANDGUTTERDETAILS R-37 NOT TO SCALE SEPTEMBER 1984 2' Min.** 7— \ Property Line NOTES: E o o, 1 . For non-curbed areas, driveway apron shall o N N conform with standard detail D-33, D-34 or D-35 depending on the existing drainageCY D conditions fronting the property. r7`- 2. No driveway approach shall interfere with Municipal facilities or other street structures. 3. Culverts, swales and other drainage improvements. No driveway approach shall interfere with the proper runoff of surface waters into, or passage of waters through existing drainage culverts, swales, ditches, watercourses, defiles, or E Q depressions. When in the construction of a E c'cp -• driveway approach, the proper runoff of surface waters and other waters require the construction of a drainage structure other than a swale, o o' • ' - such drainage structure shall be designed by an engineer and subject to the approval of the director. 4. Distances shall conform to Section 22-4.9 of the Hawaii County Code. E 5. Ref. Sec. 22.2 Intersection Sight Distance E -:5..:,- v O N y C I NO OBJECT WITH A HEIGHT BETWEEN J o cr CC THREE FEET (3-FEET) AND EIGHT FEET 8-FEET) ABOVE THE NEAREST SURFACE i 0 OF THE COUNTY STREET SHALL BE o ALLOWED IN THE SHADED AREA. awZw I o I PRIVATE a> i DRIVEWAY I I IaI16' Min. Curb1 1111. IL A Ng r SEE/N.01E/1/ i Edge of Pavement 30' 6 See Note 4 36' Maximum 2' Min.** Residential) NON-CURBED STREET ,/ No minimum if frontage is less than 20 feet. COUNTY OF HAWAII DRIVEWAY LAYOUT STANDARD R-38 DETAILS REVISED SCALE:NOT TO SCALE FEBRUARY 2003 r R/W FSwale a Shoulder 20' Oil - Treated Swale 8 Shoulder 2' c, Pavement PS MC - 800 75 gal /sq. yd. i 2'12 I//I//////II/III//aura o r i e l 6" Min. Aggregate Base Course CUT SECTION or as directed by the Engineer. FILL SECTION See Sec. 31, Std. Specs. NOTES : I. This street is only for areas zoned A-3 and over. 2. The oil-treatment shall conform to Section 409 - Seal Coot Type 3 of the Dept. of Transportation Std. Specs. for Road a Bridge Construction, except that .4 gal./sq. yd. shall be used for the first application and .35 gal./sq. yd. shall be used for the second application. 3. Where grades ore 8% or greater, the roadway section shall be paved as shown in Detail R-34. 4. See Std. Detail R-33 for applicable minimum R/W and pavement widths. AGRICULTURAL STREET R c R/W Swale & Shoulder Pave ent Swale a Shoulder I-1/2" A.C. U I/4"/ft. 4" Min. Aggregate Base Course NOTES :or as directed by the Engineer. See Sec. 31, Std. Specs. I. This street is for residential and Ag- I lots and shall not provide access to more than six (6) lots. 2. Minimum pavement and R/W widths shall be os follows Acceel (Lots) Pavement Width R/W Width I• 8' 12' 2 12' 16' 3 14' 18' 4 to 6 16' 20' 3. Maximum grade = 20%. 4. 4" thick concrete reinforced by 6 x 6-10/10 WWM on 4" min. Aggregate Bose Course may be used in lieu of the above section. 5 The existing drainage pottern shell not be altered with respect to adjoining properties. PRIVATE DEAD - END STREET NON - DEDICABLE STREETS COUNTY OF HAWAII NON-DEDICABLE STREETS STANDARD R-39DETAILS NOT TO SCALE SEPTEMBER 1984 1-0"_i'-o" 4 Bars • 12"o.c. Each Way I: I o Class A Concrete y N JH 1/2"/FT. 1 2" FT-•— 1 O' I I I 1 #1 I IRF moi i 't T— 1 • ti _ 3 I"4 Bars•s 6"o.c. Each Ways 3" a ! MC \ III l'-0 7. - 0" 1.-.°Na_1119 1.1 In II INN NW A I Mil Frame ' Uhl II A Inside Dia. of Orywen ` Rock Variable, to meet o c 1/2"/FT. 1 . and finish grade. SLOPE Grating NE i 1/ SLoE SECTION A-Ai.... 1 IE/I 11111101 I IL h' I -~4 Bottom El ill Added Each SideIMM" M. S' .t 1 Flii 4 id_ITHe Di 3/8"x I..x 3.-0" Bars Welded o To Each Grate Bar m I/2"x 4"x 3"L 1..... 1 5,,r.,..FlatBars; 12 " o.cI-M4 Bottom 3.-1" Longe 2 y Added Each Corner PLAN II-1/2" clear 84 4-1/2"# x6"A. B. 1t' Welded to L, Eq. Sp. 2 11 SECTION C-C14-1---- 14.1-- a 1 c 12"clear r 4 Bars a• 12..o.c. Each Way c Mill 4 0t..... : _ I- ' 4 .HEIR 4 Bars ® 6"o.c. Each Way t- J SECTION 13-8 NOTES: I. All weld 5/16" 4- 3/8"x lux 3.-0" Bars 2. All steel shall be structural grade. Welded To Each Grote Bqr 3. Grates and frame Ls shall be hot dip galvanized Bafter fabrication 1n accordance with ASTM A 123. 4. Minimum depth shall be 20.-0" or as directed GRATING by the Engineer. 5. RM-I Delineator shall be placed as directed by the Engineer. DRY WELL COVER R-40 STANDARD DRY WELL COVER COUNTY OF HAWAII DETAILS SEPTEMBER 1984 NOT TO SCALE 8 8' t 8 32' 8'32T CURB GUTTER YEMENI 80' 8' + 64' MAJOR THOROUGHFARES 60' lt 8' 44' 8'1 I 1 MAJOR STREET 5 6' 8' 40' t 8' 1 COLLECTOR STREET 4 4' 9 2 8` MINOR STREET 40' 8' 2 4' 8' DEAD END STREET STREET CROSS-SECTIONS STANDARDCOUNTYOFKAUAIWITHCURBANDGUTTERR-41DETAILS SCALE: 1" -20' SEPTEMBER 1984 R. 60' R. 8' 10' 1 24' 10' 8' ln. I PAVEMENT I MAJOR STREET 56' 8' . 8' 24' 8' 8' • i I FORM AGRPCULTURALWIDTH COLLECTOR STREET ROADWAYS IS 16 FEET, 44'r 6' ,, 6' 20'# 6' T 1t 6' I i 1 MINOR STREET 40' 30' 5' 5' 20' » 5' S a al a 63' 3' i6' 3' 3' . i DEAD END STREETS STREET CROSS-SECTIONS R-42 STANDARD DETAILS WITHOUT CURB AND GUTTER COUNTY OF KAUAI SEPTEMBER 1084 NOT TO SCALE t STREET PAVEMENT SHOULDER SODDING AREA W Z t FINISH GRADE 6" J 2 °/i 5 °Ye 10° r iQ W 2"ASPHALTIC CONCRETE DRAINAGE SECTION 4W UNTREATED BASE COURSE AS REQUIRED 4 HALF SECTION OF STREET WITH SHOULDER t STREET PAVEMENT I2' SIDEWALK AREA 4' SIDEWALK W it FINISH GRADE J 2 % . -. 296 SIDEOR PARTIALK ia 2"ASPHALTIC CONCRETE CURB $ GUTTER ice I4"UNTREATED BASE COURSE a. HALF SECTION OF STREET WITH SIDEWALK ROAD PAVEMENTS AND SHOULDERS STANDARD COUNTY OF KAUAI R-43DETAILS NOT TO SCALE SEPTEMBER 1984 e'er_72' g' m` e t I 1mcoCURBLINEtI 1- q, In to I I { Q 1 CURB LINEM' v co I k I CURB LINE R=28l i20 1 7 R40' E48 88 8'_._, 24' . 8' 8' . ,. 2 4 , 8 40' 401 4I0' I 40 FT. RIGHT OF WAY — WITH CURB & GUTTER at0 to' 4.j 681II0' i 1 t o a EDGE PAV'T. I-, I i p :4.-• y4 1 EDGE PAV'T 4 EDGE PAV'T. \ \ L I. 1 R=30 R=201 i to I 13 R=30'x, 20' R=40' 4 i R=50' t 10' - ' ini 10' Id - 2Q' -- - 10' 110'20' , • 10' 1 40' 40' 40' 111 L I 40 FT. RIGHT OF WAY — WITHOUT CURB & GUTTER i i 7d 8' a g 1 EDGE PAV'T. 1 '1 ds. Q' L: ioEDGE PAV'T.--" N M 1 ,.A!LR=26 Rs2CL I T. EDGE PAV'T.- " i 41.126 20' R=35' R41' 6' 18' 6' 6'-'- 18' x...- 6' 6'--- -18' 6' 111 30_x„ 30 I 1---_1-- Ir 30 FT. RIGHT OF WAY — WITHOUT CURB & GUTTER 44 STANDARD CUL-OE-SAC COUNTY OF KAUAIR_ DETAILS SEPTEMBER 1984 NOT TO SCALE 0 J o.or0 N m 4W cc r X Z 0 N Eh 1 mz N X - a O Oh N J 0 1 1- M - 0 J J N O O 2 O O Oat . M Z O Z t Oc 0 0 W < 9: UOVW W < J < J f N 0 = 0 C.) J U COUNTY OF KAUAI TAPERED ROAD INTERSECTION STANDARD R-45DETAILS NOT TO SCALE SEPTEMBER 1984 MAJOR STREET 44' COLLECTOR STREET 40' MINOR STREET 28' rt 8.0' DEAD END STREET 24' 8 0' R- 11 ii 4.5' iiROADWAY---- j 3 5' R 5.5' 220r— ' r 5.0' l 5.0' 0' 2.0' 2 d 4.0'0.67' IMS o Z I 1 1 SIDEWALK— 0qP t ELECTRIC ANITARY SEWER tER1TELEPHoNE V. CABLE STORM DRAIN ALTERNATE-JOINT UTILITY POLE WITH CURB a GUTTER REFER TO STREETS WITHOUT CURB & GUTTER. 7 R R 1I MAJOR STREET 20' 1. COLLECTOR STREET 18' MINOR STREET 12' 4 `' • DEAD END STREET 10' 35' 30' 5 0' 5.0' 3 0.E L. 2.0-1 1 I 0 67' I 4i,i__ ko z z GAS \ L--SANITARY SEWER GAS 5C-ELECTRIC WATER t WATER TELEPHONE STORM DRAIN TV. CABLE ALTERNATE-JOINT UTILITY POLE- WITHOUT CURB a GUTTER NOTES: I. MAINLINE UTILITIES SHALL HAVE A MINIMUM COVER OF 2.5' UNLESS OTHERWISE SPECIFIED. 2. * WHEREVER POSSIBLE THE STORM DRAIN SHALL HAVE A MINIMUM COVER Of 3.0'. 3. ** ALTERNATE LOCATION OF UTILITIES. R-46 STANDARD TYPICAL ROADWAY UTILITY LOCATION COUNTY OF KAUAI DETAILS SEPTEMBER 1984 NOT TO SCALE R U G W i S C T ER IC -1 r ^C T T N C I C NIE:, 2:n: E 4 E _ 01 E It.Rf-2 II 1 perE N JOINT UTILITY POLE) I T - E T _+ a jj i TCC0.67 4 , 4.5' 2 r 3.5' i N 0.67 12 F TYPICAL STREET WITHOUT URS • GUTTER TYPICAL CURS S GUTTER STREETS 1 T• 1 4.0' 1 I I I G tlt 1 G S , \ ALTERNATE LOCATION S 0.1 NW_ • w FE wIt • IL w01• c,/ WNN1Si01S G LL PNJ1/.L- G PLAN G S W t. W S 0 C T E t E T C 1.5' 2' I' 1' 2' 1.5' I' 2' 1.5' 1.5' 2' t 1 T--. rOROUND LINE I o D o j o 0 0 Lo 0 0 0 a o SECTION NOTES LEGEND I. WHEN ELECTRICAL TRANSFORMERS INTERFERES WITH C T V CABLE LOCATION THE UTILITIES SHALL BE PLACED OUTSIDE D STORM DRAINTHETRANSFORMERATTHEDISTANCESNOTEDON THE PLANS.E ELECTRIC (UNDERGROUND) 2. WHENEVER POSSIBLE STORM DRAIN INLETS AND MAN- G GASHOLESSHALLBELOCATEDAWAYFROMTHECOMMON PROPERTY BOUNDARY LINES. S SANITARY SEWER T TELEPHONE (UNDERGROUND) W WATER t PROPERTY LINE t7 FIRE HYDRANT SPACE ALLOCATION FOR COUNTY OF KAUAI UNDERGROUND UTILITIES STANDARDANDAD R-47 SCALE: 1/4" - 1'-0" SEPTEMBER 1984 VARIABLE MINIMUM 10'- 0 ASPHALT CONCRETE ORitROADMAPCONCRETEPAVEMENT SEE NOTES BELOW MpX1MU1 ` RADE 15% ..6°lle - UP SLOPE VARIABLE 2i' 0w MINIMUM 10i-O. F--11., ROADWAY ASPHALT CONCRETE OR CONCRETE PAVEMENT SEE NOTES BELOW 2% — E . S %— 10°110 -~ x-1MUM Gail DOWN SLOP wl EDGE PAVEMENT X____ X- _.,, / 5,1T w Viii=MIN.29'-0„ MAX.40'-g GUTTER LIME --, - - - _ _ --. _ - - I w MIN 9'-,O . - __ __ ___. MAX.20-0_ X •MIN 5-0 A :MAX 45° it PLAN NOTES. CONCRETE PAVEMENT I. 4"(RESIDETIAL),6"(COMMERCIAL)• REINFORCED WITH 6X6-6/6 WIRE FABRIC SHALL BE CONSTRUCTED. 2. PROVIDE CONSTRUCTION JOINTS AT EDGE PAVEMENT AND PROPERTY LINE. 3, THE MINIMUM WIDTH (WI) AT THE EDGE OF PAVEMENT FOR ANY WIDTH OF DRIVEWAY SHALL BE NOT LESS THAN 29 FEET NOR MO-RE THAN 40 FEET. ASPHALT CONCRETE PAVEMENT I. THE STRUCTURAL SECTION SHALL CONSIST OF 2" A C WITH 4" BASE COURSE STANDARD RESIDENTIAL DRIVEWAY 13-48 STANDARD CURB AND GUTTER COUNTY OF KAUAI DETAILS SEPTEMBER 1984 NOT TO SCALE 6 Min. y. NOTES: 0 0 3 I. BUSINESS Bc INDUSTRIAL Total driveway width excluding flares on any street shall not exceed 0 25 feet or 40 percent of the property frontage on that street, whichever Is greater. No driveway excluding radius shall exceed CI 36 feet in width. L. 2. RESIDENTIAL MULTIPLE FAMILY, HOTEL, AGRICULTURE AND FARMING DISTRICTS Single driveway width: Maximum 22 feet, Minimum 10 feet. W 3. Driveways may encroach into the 15 foot reserve area, upon Z approval by the Director of Public Works. J 4. No portion of the driveway or flare shall encroach into the curvedCportionofthecurbreturnexceptthatongovernmentinitiatedwide- M Hing or improvement of streets where on existing driveway is located in I— on the return and it is physically impossible to relocate the driveway Cr Cr away from the return, such driveway may be reconstructed on theWreturn. a 5 . No driveway sholl interfere with or be constructed within 2 feet ofCranyutilityinstallation, catch bosin, fire hydrant, or other governmentCLinstallation. k. 6. Driveway flare not to extend beyond property line extension with the exception of property frontage less than 18 feet. 7. Driveway layouts not covered in this standard, may be constructed to Q upon approval by the Director of Public Works. 3 w0 Cc Ct I 0 L mm cr t B.C.R. i: I . V 16' Iw Standard ConcreteSOFDriveway 0 4 I DRIVEWAY d 1 I. I5' Min. , I, Varies A —I 6° Min.Reserve Area STANDARD DRIVEWAY LAYOUTS FOR CONCRETE CURB STREETS DRIVEWAY LAYOUTS FOR STANDARDCOUNTYOFMAUICONCRETECURBSTREETS DETAILS R-49 NOT TO SCALE SEPTEMBER 1984 TYPICAL SECTION OF DRIVEWAYS Line,elIrty Right of Way Property Line i E evation 2" -- ' Grassed Drainage Street Pavement Paved Drainage Higher than r Swale Swale 8 Drivewoy Centerline Crown Of T ,Ti,;, — -Trc'' Pavement 2" A.C. w/4" Bose Course or 4" Concrete Property Reinforced w/ 6" x 6'' x °IO Wire Mesh h Lin NOTES: I. BUSINESS & INDUSTRIAL 0 0 2 Total driveway width excluding flares on any street shall not exceed t`D 25 feet or 40 percent of the property frontage on that street, a whichever is greater. No driveway excluding radius shall exceedot 3 36 feet in width. 41) v 3 2. RESIDENTIAL, MULTIPLE FAMILY, HOTEL, AGRICULTURE AND 8 FARMING DISTRICTS Single driveway width: Maximum 22 feet, Minimum IO feet. o 3. Driveways may encroach into the 35 foot reserve ores, upon approval by the Director of Public Works. c 4 . No portion of the driveway or flare shall encroach into the curved More . I d portion of the curb return except that on government initiated wide- Than 15' g ping or improvement of streets where on existing driveway is located 1 on the return and it is physically impossible to relocate the driveway if) away from the return, such driveway may be reconstructed on the return. 5. No driveway shall interfere with or be constructed within 2 feet ofCLanyutilityinstallation, catch basin, fire hydrant, or other government w installation. o 6. Driveway flare not to extend beyond property line extension with the 0 exception of property frontage less than 22 feet.cr 1- w o.c 7. Driveway layouts not covered in this standard, may be constructed 3 upon opprovol by the Director of Public Works.a1I > 3 1 (0.- i cD 15'R - 2In M PropertySTANDARDDRIVEWAYLAYOUTSILine FOR NONCURB STREETS 1j) 5P`• "% S;Q Hri.\h Less Than 15 a u 41/f b b c _ C 35' Min. r`—" DRIVEWAY LAYOUTS FOR R-50 STANDARD NON-CURB STREETS COUNTY OF MAUI SEPTEMBER 1984 NOT TO SCALE E— Property Line- Existing Sidewalk , 4"Conc. reinforced with 6x6-10/10 wire E – mesh. Surfoce to i be sond finished. cn e, Score lines at 6"0.C.--J-5. r) glimmommingsiimminiminiminisansiEll Curb1. 4.-0" Varies 4'-O" PLAN 4 -0" Varies 4.-0" T 1TopofCurbIT Gutter Line - 1 Std.Curb & Gutter - ELEVATION T Varies Si: . Mln. I t • Note) Esistin° Sidewalk N L 1 \\ 7-7-7- 71 pals/° T 4' cont. reinforced Gest in place with •se -10/10 I 1 --curb. sets.wire fabric. JI 1.2:.4. I i *4 Bar See alternate details on this sheet. SECTION A - A ALTERNATE DETAIL NOTES: I. For length less than 3'-6", remove existing sidewalk and construct stondord concrete driveway. See sheet R-3. 2. Broom finish may be permitted. STANDARD CONCRETE DRIVEWAY WITH EXISTING SIDEWALK CONCRETE DRIVEWAY WITH COUNTY OF MAUI EXISTING SIDEWALK STANDARD R-51DETAILS NOT TO SCALE SEPTEMBER 1984 C 0 470 a) At,. N S,+ lL C wr -. VOD T." Uf i u. I 8 - ..:..:,Tr bl iM1 t O V I w Cin V, m m Z f Cr o 44 N 7Q c C5 -& 3 W Zo0U)0 le 41 75 W Cr. W r c 0 I AMMO CIL 0) CmHNr D v r mm R,;c9 t'n. i0"crm a 2 C I i ° 41 It- N f7=N I I C 41 O t Gl.. m K. S. 7 It 0 t I • o 7-- UN U) r V R-52 DETAILS ROADWAY TYPICAL SECTIONS COUNTY OF MAUI DETAILS SEPTEMBER 1984 NOT TO SCALE R/W Shoulder Pavement Shoulder H I 12° yr/e 9 I I 1/4'/ft. 2"AC I/4'%ft. ---•- L N— Isgrass13/00. grass orf Untreated Base Course 2"Higher than s Pavement Cut Section Fill Section TYPICAL SECTION ROADWAY w/o CURBS R/W ShoulderI I l Surface Treatment 1. Shoulder 12"12"Lofries 2" 14"ft I/4"/ft. I 3/41/ft Ify`• es Untreated Base Course Gut Section Fill Section TYPICAL SECTION GRAVEL ROAD - PRIVATE ROADWAY TYPICAL SECT I ONS COUNTY OF MAUI ROADWAY TYPICAL SECTIONS STANDARD DETAILS R-53 NOT TO SCALE SEPTEMBER 1984 le Q R/W Shoulder Surface Treatment Shoulder .J L es r-- I/4"/ft. I/4"/ff. —-3/4"%ft. tL 4f, Cut Iv NSO:ii:i Cut Section 4° cinder Fill Section TYPICAL SECTION GRAVEL ROAD - AGRICULTURAL NOTES: I.Prime coat (SS-I) shall be applied at the rate of approxi- mately 0.35 gal. per sq. yd. after basecourse has been compacted. 2. After the bituminous material has been absorbed, RS-I shall be applied at the rate of 0.35 gal. per sq. yd. 3. Size 8 rocks (chips) shall then be spread in a uni- form layer at the rate of approximately 20 lbs. per sq. yd. and rolled. ROADWAY TYPICAL SECTIONS Not to Scale R-54 STANDARD ROADWAY TYPICAL SECTIONS COUNTY OF MAUI DETAILS SEPrEMBER 1084 NOT TO SCALE Swale - Design a Construction Standards Areas w/o Curb a Gutters) Scale: I/2"=1'-0" Variable RW Rood Pavement Edge Surface Shall Be Free of Rocks & Bermuda Gross Debris o ulr•Ny ,Ilp y 11111NfplllaNl yjjl_„wo'14w• IlN t •e 1Hai 3/47fo. 2 Higher Thonmeensommin gm".Rd.Crown GRASSED SWALE RW 6.min. Rood Pavement Edge Ih-A.C. 3W/ft. 2" Higher Thon1: i rte!+1•*;.: e qe ` ke 1 Rd. Crown Bose Course ASPHALTIC CONC. SWALE RW 6' min. Rood Pavement Edge ft. o.. ' :. . '•;: . .. 27. Higher Than Rd. Crown6"Closs "B" Conc. w/ 6x6.10go Wire REINF. CONC. SWALE ROADWAY SWALES COUNTY OF MAUI ROADWAY SWALES STANDARD R-55DETAILS SCALE: 1/4" - 1'-0" SEPTEMBER 1984 Varies Varies 4 Class B concrete broom finish Standard Curb perkendicular to curb. Standard slope Gutter See Note 1/4 per L. F. Pavement Where concrete curb or sidewalk exists or is to be constructed, drive- ways shall be of concrete. TYPICAL SECTION NOTE: I. Lawn grass or vegetative ground cover of a type with a maximun growth height of 4" or of a type that will grow at a trim height of 4" except vines or other planting which may be a tripping hazard. 4" topsoil required. 2. In lieu of lawn grass, Director of Public Works may authorize: a) Acceptable artificial turf, with proper bases. b) Precast masonry units laid closely in a uniform pattern (bricks, tile cops, etc.) with proper base. c) Asphalt concrete on proper base. d) Concrete poured separately from the concrete sidewalk, and of similar thickness. e) Loose aggregates, such as basaltic, coral or limestone chips. 3. Street tree including existing trees moy be permitted in sidewalk areas subject to the approval of the Department of Public Works. 4. Sprinklers, set flush with the surface, may be permitted by the Director of Public Works. SIDEWALK WITH STANDARD CURB 8 GUTTER R Varies I Standard Curb I* Gutter I/4"to l2"Pavement Grass TYPICAL SECTION SIDEWALK WITH CURBS ONLY R-56 STANDARD DETAILS SIDEWALK DETAILS COUNTY OF MAUI SEPTEMBER 1984 hr Pavement Edge 3 Street 1 Monument!o: rs 4 0 TYPICAL Pavement Edge T 3 cc Stree t\ Monuments 1R. II; iv. 4 20 OFFSET 90' (R/W=44') 92' (R/W=40') R= 21 (R/W=44'r---T - R = 23 (R/W=40) ' r 1 — - I Pavement Edge 3 cc 10 Street coI Monument I81 S L u- 1\ k-- jT _ _ I TEMPORARY Roadway Easement CUL- DE - SAC SCALE : I INCH = 50 FEET COUNTY OF MAUI CUL-DE-SAC STANDARD R-57DETAILS SCALE: 1"-50' SEPTEMBER 1984 I I-- J O W Q~W23 _ s Z rw UJ i-- J~ N N F=- W W Z F W O3 w Cr - i W I- 0 P. Z I- > I- 0 U)32 OOo3Z o W Q Ca W a W W J a Z V W N w wwa 00 L! Wvi _.. -- 1 --- 0z Z v > W acr v Cr Q cnj 1- vim w , oQ iij Z aN 1 Cf) 20 D H p t 0 WQ OQ WCC V Z_ li W W_ z D V O J N U N N Q 1L d Z 0 w cla I WCC Q mc-J 0r C ? W W a. Oa- aN CC v, w Z cc 00 WF- 0 O r W CL z JJ WI / - O WJZ 0WW W I Q W O 41 I- Z UW Cr 1- o a W Z I 0 LTJN O J i OFz O We I I cwa /- f- ZW 0 Z LLJ co a o 0 ZaQxw c.. DNw 0000 i-- < Q Cr Wa J W clS I-- W a W W J H z Q 0 W O 1.- W z 3ZU1 ~ ° H- LuJ Ci wN W mp2N JN2 V CI_ O N.'r-1 WN U43 Z W. CL j N J F- O I) Q W W 5 W Z w W W NU Zw4 >- 10 ..- Ocn _ ..—;:- . tr) 2W -J. i 3OJ < ax avwi cc wN a w o c Z W Z W eOa U- - w Q az NIIOI xpwo W F- I- J - wCCN Z = N SPACE ALLOCATION FOR R-58 STANDARD DETAILS UNDERGROUND UTILITIES COUNTY OF MAUI SEPTEMBER 1984 83M3S Al 318V3 — - 3NOHd3131 0 - ereZO 01810313 i':',% a SV9 a.I-W (0 I? • i••i0 W H p Cl)iii p W W83/MM V Q V w••1•ii WCCMcr 1-0 cr W— cc 41 Ow 8 J a " QWm 11 Z l ` w Z CCWa 992 o ax D N ..ft o 3 N 0 831VM a Lal X CO O SV9 012110313 -= 0 3NOHd3131 O -•-• • • ' 'M. I- M WWZ Al 318x0 - - ' . W Cr 2138xS3 W O Z W > NIW „0-.£ 9-.1 Z W ce 83M3S Q o-,I J 0 Al 318V3 I - a 83M3S -r- 9 I I a- -J Q }' Y U 3N0Hd3131 0 - - ' Nee N Al 31810 O O f:•• o' J CrS'•S• 3N0Hd3131 — O- W01810313eatAtt' of J9 a04. 01810313 -- I o- 1 Q ' ix SV9 OT-O- Q 1-_,., W - 8 31VM _ Y c=.> io U U 0- J Z Q 831VM — —0- O_ Q I-- ail 3 io P. N (f) Q Ul831VMN, tO Z 0 O 831VM -- —o- Q 0iW', SV9 — —o- J018133130 - ' J 0 1 01813313 o----i-3N0Hd3131 - -ooI.44 Al 118V3 3NOHd3131 - -o-0 c 83M3S 1 Al 318x0 - o- o Q J 213M3S o- SPACE ALLOCATION FOR COUNTY OF MAUI UNDERGROUND UTILITIES STATAARD R-59DETAILS SEPTEMBER 1984 STANDARD DETAILS for Public Works Construction September 1984 Storm ns PART 1 a v vc O- i ccID mY > C E c ., ouOOcr Q O O om Q _ E ao 9 . - a+c1!"..12Nip ammo 1119 N COoNu0mf • 41IlitET f irs 11 Q p Oc 1 QYoce W o E0 so 19' 1 20a 111iiLm ~~ o N tvi O O c C •n oz o 2 I N6C„ U 3a o' cqc 0, li, f.m V 1t— Wplr . ZD frv 'i/i g3aN r w- owc3mYS3N8c6 a 1.. O U Cl) 2 m o_O m goZNMd' w O i V CI- I CO tot, m 00 3 o_U a 0 .01- =q XOyy .. a1go1JO,\ m .. - - 41P'M uM Jamjn0 0 o c 0 -,5 0-,Z I F,E.g o B. czoSoswum _ A j c ox I tow o I 21'':)« a ., v...a•9 ,Z i o 1 c.).3 E T T i i C 00 I I N 11..1 I ° I ---- l I rm 1 r- - -F--- I 1 - -ID I1 I Io v I"' 1 I 1I I I M i*Z1I14jI s1 0fm ' LR_..._-lr-- -J Q z f l -r''_.--i AD c,,q I 1 'NIi I; k.. ! J 0 (3 12o I10 F 1- -iJ Q Ir- I 1 ,OiZ O . -.v 1 I o f w n„ uI„ fl J II3 IrdZ5gZII a. J L I n1 ` L i uc L___`_-i_ 1 f CD o o 0 1_ J 1 ta-- co .2 pr— Wry o I `so 9 „9 ,I ..9 I oc I COUNTY OF KAUAI CITY & COUNTY OF HONOLULU TYPE "A” CATCH BASIN STANDARD D-1COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: 1/4" 1'-O" SEPTEMBER 1984 o N Z J L Nr n 6"t I I Ja o O U Q V N m m U 2 44N N f 1 c 1 mo= o N Z 11 cv 11 1I O U wto U wQIr5 :0 0—° V IVIS N Nd c off N U aCLZtoN1- O it 1] o p T I- Wv 4-6 Cr v 1 L c p N O GE o ° a h o c o E zoyd.,0 -,01 a.a °olgooA 1 r'9O u r EO L v- p pM C u o u p O u C° O L 0 '_ N r Cl O N E 3 p c ° p O d O p ; - N r d In t pa ON0VoQ in Q._I W : o 4.a 0 I IC i o o - n ii a f 4 CO L t • A- • .N u 673 1 r_ iverio .1 i I 03 MrkWai.1111 N M Z ett - IBIKAAIIIIIEllili 44 6 0 4. MI— i il 0 c; 0 f w U a. O g wti0ONU I lilt 3L 3--- 1 N/I: 'N o U 11111U 0Ifill iIntl 0. 0=6 Imildmi,Z=t 1 di 0 a T C1 o N No N U 9 .9-.I ,.9 tiJ411^ TYPE "A" CATCH BASIN COUNTY OF KAUAI D_2 STANDARD REINFORCEMENT DETAILS CITY& COU TY OF MAUCOUNTY OF IDETAILSCOUNTYOFHAWAII S4-PTEMBER 1984 SCALE: 1/4" - 1'-0" 00 oma • C p = p U o• N o UpC pC - O n r o r O 3 u oO Y a L01 I QWIII u oo v o v 0cr Coo I 0 o E o o v4 go ..3 LI fn-_91 c 0 U p p ra op 2o I o 01--WI a 3 zmh —'p j O E Q r 3 o E p, p c p.0- 1C 0 0 O-d --- 11r t Q c mo rwt VWO _ c •Co o0 0N „ IV L ofO I I-4 I J I U)t o F Q Q to O O F tD N m0 O O c o ONMd0pw0 cli o in re II 0 0I : 41(01N-40A0f, C u 41PIM Ulyg ai4.4.*--ja119 O 5 0 Z o i a.c.; It9 O c 1 i d c I N 1 I 1 111 n.2 iLlaC. on In11oI av ao I) E1Ii° o ' •o I 1 15 I L I II I cv nv I I = 1 i t i p `1- iI NI sol zIJtri--_,-k_ l I r` i1 oII1I ---7--- 4,-_-_-=--- 0 Ilf-- I III c). - v tO Of c. QIj 11, I f . 1 01' 4„o-,t-1 1 w N} t 1 I I ao I ---f- -N _J icl 1 1 I O f - I I o ; ao `• o i I I ._ o 13= 1 I r. I ,E r I I p l o o I 1 I ,O-,Z D u 1 .9 j o wo liui'o II 1 1 „LI L 0 C N f I _-- p"' 111 odUNmpc ? ( D I N 0 0 C o s•o 9" ,9-,11 ,.9 i COUNTY OF KAUAI CITY 8. COUNTY OF HONOLULU TYPE "E" CATCH BASIN STANDARD D_3COUN1YOFMAUIDETAILS COUNTY OF HAWAII SCALE: 1/4" - 1'-O" SEPTEMBER 1984 c.7 O Z J o N '0 N rvO 0 31o o V o w vo U c) II, v I L Q _ Xi (NI Z l f-r 1 2 O o " ; Q r v 11 p 3 =0 '* u (v II-o z W to 0 QS NU O n W 7 x HV ` - T ( ) v 7 t E 3 U. I U 1. of I I W II V it v o O Q N a mI r oW v 1---"la.,:" I N sOWi. 4-Nr o ii 7 it N/ , 3 it aiL oy Yi a Y.. 0 o a ID n xoy ..0 - ,01 JOA -1 +9 If m7 c IoI ,/, C h 4 4.0._E m ov N r f, w U I jr ' " r N7 ooInNr1TIQaco` c 1 0 V .m Mor--- ..... m e .-1 y r I I w o •o - 70 1 ci I 1 4 - v N I #o 1(t -o I ( IN 0 6wi C 11.-0 f IN"'- iI o "o T I J -co r, V10 tnc I o %7 0 O O v I LJ ! N O aI D i in CO_ aMirv4CO I L.1- ZQ lit \1 I.r I,Z 1 M I 1 n I, roa. so I Q e Q I I o "" I) I o01 I a I i v 0 i--co.141 ^ 1 j I v : N L a V 1 U I U I O to _..cv V u u 1 t---- 1 2 I___ - .)I Ij N N UO N to i I N U O 1.9 .9-r1 I rr9 9 I 10 1 m TYPE "E" CATCH BASIN CONNIY 01 KAUAI D_4 STANDARD CIIY & COUNTYOf HONOIUIU DETAILS REINFORCEMENT DETAILS COUNTY (.11 MAUI COIJNlY OF HAWAII SF-PTEMBEH 1984 SCALE. 1/4" 1' 0'• I rr OIto- -Cyinv 0 2 11 \ O 2vu. I Iir. C_ x ,o o01 1 E Qm O CIria41uiQ I i " 1 c 0.LE 3M va m 're)• Voo- m 11 n Qp o ZQ > oL OYoE >L_,_ou oop oc f tion u o +- E t r a. N, e 0= to ' G e v M ins+ «tLLI w //, oo{ o m g T N o o t .snco .n n oa ; m 6, ; 3 W o ; m O c moo ` o it'6 U VI c-m o UQCX Z _ rn O omaU 0 O 1 4 •XpW 6 - L algouuon oI m y 7, E 5 oo c E m onUcIUc0or3wS ca E I oc 0 0 0 4- o 1 m 1 p vn06' & I r O &oUwO.-.- 7 0 X k H ii:// i• Idra-. OctdII_ i- t.2_ 4.„__ 8 koI _ f T N i h - 1 I N I r-- f 1 F 'l r it-- ill 1 1 g 1 4 r-) 4'1 1,--.1id11011 I i ' r ' , N I R N" I I C. rQ n 1 ° wEv 0 g Q in 1 I (.;; m W 0 4-,I ,.9 uIa) a o 1001 00 ZI 101 ro I E"< a v f UI1L..T_ I 1-LIZ I AD f \\ e j 1-- Lif 1 i T 3o . V =d C L o1 COUNTY OF KAUAI TYPE "B" CATCH BASINCITY& COUNTY OF HONOLULU STANDARD COUNTY OF MAUI DETAILS D-5 COUNTY OF HAWAII SI AI I 1/4" - 1' -0" SEPTEMBER 1984 0 a Or lO l v;) VI 1 p lZdo a V J a,I I QI CIC) .i ICOW O N Z rl w zl O 1 I N I o V Nw UW =1 1- W mo # I EI.Uw-- W i 0au, Y 0 2 o 43 o • U W NcT o >•.mt CrCOQ N N N o 3 pO ttd o Ov DWnN a' z Ci c O M n EII-_ W v f ICro X0W O-OIorjnd444 oIQ0iJ0A coo co o C v w O o Mr 0I C d w i- 0 0 OE c o u o • • u o Uo to0 v IS 4 in v c oNv0 N Uc OpEad Ul II p a00Onn12ENT0 1c- f0 O nn (r)30 o d^ U o c0-0 XL Z - N oo pc I c d o M CD n i =I 1 aol 1 i CO f 2 f ) 1}r- -, ..: z 4-- . II Il J U Ti O uN M i I 1 I tsI w ' 1 lam ,_ ---- T O O IIII :III S _ 1 f O v V O N O m E o CM I I E o . M tD i ' I 1 p o on 0 11<1 d._` nUIVp NJo 0 a 1I1-. _.f.J G I - [ N moi N0 DI o o t 0 9 9-I' 9 xn I U WCD -rI f\_ fU TYPE "B" CATCH BASIN t;UUNIY UI KAUAI 1 D-6 STANDARD CIIYRCUUNIYOf HONOLULUDETAILSREINFORCEMENTDETAILSCUUNIYOFMAUI COUNTY 01 HAWAII SEPTtMBEI 1984 SCALL- 1/4" I' 0" z - v N xDW OOI- SDA' 8ins.- 6c0...., 2, 00: 1 VJ nci i oc_v0 i QIlY m 1:., 00. Qo• w o - vAm I c W Wil. oI oQL11pV •w h• v N pN J C b WU 3 .0 Q V Z 1.- V — ID C lOn t L m a O Q O _ U O Q V a C U N d L O I W CO w ow n) 5oc ., 1 a 01 V) Crs0 o Z N ro T I _ m !N f, L o`) g k`- 1 r y E F 9 7N 5 0 b 4 xow ,0-,01 - A ,8uac A\ E crnI - o N o O1- , P o' 0 N I I y U It a o ..d o I _— m i+ __ o 1 1 I c I I a ci I 1 I o 9 : + 6 m 1 I 1 I I I I 4_n ` D a yCC111 // JUnO I I I 7 I a I c I I I I C3 I D o lI.0 I -C 1 I._ I %----1 n E `Q I. N i rO i co Z 0 I I I I re F 0 nAO1 i I I Z 1 t I , YIL. t 1 I I I I I I l l a I I I 1 0 0 1IoZI I I I I ' - _ 1 r :I 0 o I 2 co i Q1 V V r`/i. _ E 7."--1W[]c_) o E o) I c c y O 0 o N o o _ fflo f V NC J JJ I 9 I o v t 0 I c_ c x Ja11n6 I a) "1-,v r o V). H 3 m E tiILI4: COUNTY UI KAUAI CITY& COUNIY01 HONOLULU TYPE "F" CATCH BASIN STANDARD cUUNTY OF MAUI DETAILS 7 COUNTY OF HAWAII SCA&.I 1/4" • 1'-0" SEPTEMBER 1984 U U Z •••••1 ci w o N O uQOLtNI W L 0 1 O O Q - IV • ____ N 1 I Q o N Z r, 1 II". —' 0 o Z U Z — o 0uf-- p u ' Q U / - 1 O/ I O O O h V 4:, t o I N u _O in `1 I-5 IA1 • 0 6 V WNo v, UJT, E 3 W N me 1iaj 1}O O L 1n V J V do I a o24t.0 0 3 1. . 1. . ,F W u.. (n a. Z r E. I— a m o.j I 4 CD401 CU 0 c Lw O I I ino p a u a to T1t M c q u15uv11 o 1 Qoa 1 N Tcn I j ci I O W M i t iVL I N h a t `q v 1n w 1 O o l p N w u $ I _ ` 1 D I W m '-U v u, 1 i I a 1 (A o at E t 1 1 1 Z _ In o °'I I I 1 N 1 0 1 i 03 E u s I CO 0 1 1 1 H o elvQ11116102/ Yk 1 E o I I aoV cn o ' ;- f r.rJ J r w vI. ' 1 I . 1OQ V) 1 O u ON I I N i I , . -----._____ a ( >,o 0 4t10(( O Q tt I. E I I V H I U t2 O t I ,1 I u cis i d d p u II I ti O 0 l0ot_E 1"CC)C° ° 1 10 it# O O N IA l0 u Nin is 3t i 2 l TYPE "F" CATCH BASIN CUIINIY UI KAUAI STANDARD CI1 Y& COLIN EY Of HONOLULU D 8 DETAILS REINFORCEMENT DETAILS COUNTY OF MAUI COUNTY OF HAWAII 1 SEPTt_MBLH 1984 SCA( I 1/4" I' 0" o L cr) uo;DnD3xa 9 .104 SIN c(Dd IiitcN Cl. p 0 1 Z _ I u i _ I a a, i o f 1 Q 00 011OO I 0- T, (' v Z W w p O/- 1'n A c o L 3 O iiw M L O 0 Np U L C „,,,1-, r I U wa r ,6,,w D ` V Q O yrL N c it c n O 0 I N 0 0 w– 1 1 Irn pU) c yL0 S. O r ------ -- ----- - N tet a 0,""O N 0 _ 7 O U N c-0 , Q 0 oc — ' / Z -- iv to 00 aIGDI4DA i. 9 ir:-- : IlN72-._ _ 1 ,,I O z_ 11- 1-L N I f 4 ri--------- 1 I I 1I1OI I nn 1( I I I m I It, I I 0.0.I I 1-6 ' N 1I I 0 41 s1 cv I I I oo I I I Li I _,= I 1 o 0i01 1 a: I r1 . c 0 Q 41 cnv I r I o fIIE0` Z 2_1II I m 0 c°2v iLIZ00In-0IQI1)In d v r v I- - J I 0oI1 o 0 I I _m I U1 I I :Q. n c I 10 o I I o a W 1 11 J I I 11 3 W 1 II 0.0 I I I co l i I „LI 1 I I I ; 1 II I I 9 1 1 I r. I I N 1 o c co I T ` m 7_ 1Liai I1Y C Coo90c1+9 I o 7F- o1' v —n ,t, U-r te j _ t. 8Xv COON I Y OF KAUAI CIIY8. CLAMP( UF HONOLULU TYPE "C" CATCH BASIN STANDARDCOUNTYOFMAUI DETAILS D-9COONIYO1HAWAII 1:(/11 I :I/I4" 1' 0" SEPTEMBER 1984 11 gla •Z 0t Z11 2 o o co• aco• L CO ro N o c ` m o E m a uD ,'I to bii Pt0 ) / E - ,z 4.1 c) uyi Jdop 9 Joj yt6ep tJan u9 IJDn d_o-V ` . oI U o 1 1"" 'ii it 0 0 m0 ii 1:1 • V O 1 N• L O O n U H U d o N 1:1W0N — a a.n a oOcoca. N— Z — N oo N o a v E. luras wog jurat' 7110i1 33 ZI ID bit 3 0 9 I0 bit WXDIN0 - L JDA + xD9- F - IDA O 0341N tD 1 E E I 13 0. U 0 o L o it E N to o I v a ovpI . `. I vc a u Q - Q Qo LI I II t1=_° ti_ s l.. rn-•t o--1 I / I o Q oo Z I I N iD i JoonJ o o4fi--- Q I Q1. I- a M fes- I y u 1 J061t9 0 o 1 oa o Z/I I r I ccD1Ic3ooII r a) I I it N N.. m t c I I 1 v- T 3t a tDr ON U o cv $ 9 0 -c 9 tO -,0 --- — s TYPE "C" CATCH BASIN CUUNIY UI KAUAI STANDARD I;IIY Nr CUIINIY UI IIUNOI UI U D-10 DETAILS REINFORCEMENT DETAILS CUUNIYUI MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 3/8" 1' 0" F -(.2:- 9 I to cuo •IIoe I Q Z I Q Z O 0 isi to je ,...• 1.°1 ji Z1- fi J Q ill 41) • a o Z.1 O Li M9L 6: E• o O rVw 1\•-._ ,./::: i 1 1-.. cn a V io ® - a N2 otj N7 / 1. 4- -I p • • . co o •• cs as0 O to Cr O O c2o a. il O 3-" v O.• 0 101 ="4 xo W w1, in I olgolion g O . I0I a • 2 7. • \ 4 1 C a0Ic - pc o - o.1 0. Eao o- o• 2 a0 - 2 a 7- EO0Ic2._''E c o Ino o o I coo2s.o , Li. I -_ ---- --- L-- 1... iL_ tD .. _ c 1 i "NI I j o 1 N1 1 ce 11 I1 lfifr e1 I _ 1 o 714 Z _ , ,,, Cr'''.I W/ 3 / 1 Q i nt' I i t t o j K1 0 'a ' 1.9 1 I I G I w 41 V I1., I j_ 7111 Q E 1. 1 ' t N oN I I- - --- ----- --- I 11' C I . o a O c Kl o I I • mo°O• := a o I c c t- o N u C I 3 O: o c i. a0 O _ o p t I u coto ..9 9 a v ltoW f9-g 04 •01W „Cr), I - o-o a,o 0 algolioA 41 ..O _1Z y s ta•vii° lI COUNTY OF KAUAI CITY&COUNTY OF HONOLULU TYPE "0" CATCH BASIN STANDARD D-11COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 3/8" .. 1.-O" SEPTEMBER 1984 WQi _Q11 W U CL 0.oa o nC. E II o w ecO o mo o E L.fp le: AL /. I A \ O % i0N NTi--; t uci 0o 7c v 4. N d# d U N No 3oL ta n N _ iI Z H4., 1 0 o fV Os o to Cr N E E WOWI1IDIA1 9-.OIa000Igoi,DA N O f a u u u o O ° u m N N t0 1 N M Ir C 13 O C 1 O t u V >r t /W # 11; N I d u o FrIllmII I 11 f l' I 0 • 1 i Tin J CL Pi 1 I L . -------- cLiniall.' U.---- - W 01411-1 ti O oasoNN31NO O Nd Ot WnWI*Dy1) J9-i. l Q O WOWIUIyy ,O',C 9' oiciolioA TYPE "D" CATCH BASIN COUNTY OF KAUAI D-12 STANDARD CITY&COUNTY OF HONOLULU DETAILS REINFORCEMENT DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 3/8" = 1'-0" 1' - 6l' Typical 5 ers e s showne--- F 1 O,0 Horizontallay 84 o'• Bars 8 V-OTE. a 1 clearan e between pipe and steel f..-S4•«' 8 ; Condition at invert I-Typical slab only TYPICAL REINFORCEMENT TYPICAL CORNE R AT PIPES REINFORCEMENT LAPP/KG SCALE: I'. = I. - 0., SCALE: 1" = I' -0" 2' 0" I. Depressed Gutter 4- -----_ ----- — 4---- Curb Grade Slope: 1/4" to 12" a - of 1' i*I' "t Sloe i Chamfer ' -0rx b21/q to '2 5/t6 f. 9 7/8" 1i0 I"gym Type A"," Ca&' D C.B. 1"- co DETAIL " Au c__— — 6.. SCALE: I I/a" = l' -0" Type "B" C.B. MI or B Z III CATCH BASIN DETAILS DETAIL 4 B SCALE : I" = I'-0" COUNTY OF KAUAI CITY& COUNTY OF HONOLULU CATCH BASIN DETAILS STANDARD D-13COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: AS NOTED SEPTEMBER 1984 44 2'- 0" 1_ 113/16w Depressed Gutter Curb Grade Slope: V4" to 12" in Slo. L ( Charnfei e, 2 4 a to /2" a? I a r N' I ire1-------- Zr Chamfer Type "A, "C,' &"D" C.B.ti co 6" Type "B° C.B. r AAA: - DETAIL "A", SCALE: 1 1/2" = I' - 0" See reinf. detail for lye specific type C.B. for size and spacing - 11.1 liiia.-° W 11144at4"o.c. Add 1-* 4 for type "C" C. B. REINFORCEMENT FOR DETAIL "A;' SCALE: IS" = I'-0" DETAILS FOR CATCH BASIN WITH 5" CURB DETAILS FOR CATCH BASINCOUNTYOFKAUAI D-14 STANDARD WITH 5" CURB CITY$ CO NTYOFMAUI ONOLULU DETAILS COUNTY OF HAWAII SFQTEMBER 1984 CALE: 1.1/2" 1'-0 o w o 0 1.- "9Z. O Cl r C '' ire; 01 CO V D p._ OI coCIoc N V CC)1 I' A O 0 I w m n> 46 O 1 CO c N Z o 0 u o o o N I/ t in P Z/t z „9 w m W . J J0 cn Z arvd-re) r 1 o 1 0 Q bt ////1 J o Z a- I - O Q, :o It - 01 1 o b aiv I p co al 1o U I Z 119 I Qm gi r n t o O Q 7-1 Z. N 03 4* oOJIan}ng Z O 3 W 0 Ed 0 U? I Z W n. C s o COUNTY OF KAUAI DEFLECTOR INLET CITY&COUNTY OF HONOLULU STANDARD COUNTY OF MAUI FOR CATCH BASIN DETAILS x'15 COUNTY OF HAWAII SCALE. AS NOTED SEPTEMBER 1984 IlIoMapiS r„0-It I U Q Z I oCO c m Q C- * I Q c ch_..t I x w c 3I -7) a V o 1 s o N I— a.I w c c Q Y A LiU-0 OU J ON QOf-' 4- a N LL 1:i_• Q.) 0, - t O W 0CaC.) N c O _ E Z C0rn o a,o a -c . WI o v c c c L QHilDMapiSunswcm _c o _ -1- oo _ Vo U Z 0- b a14Duan Z p c,_ S 0733 Q c ao -0a1EcOa- Cr O O -i ••V1 U 4-at M N 0 U .r- d in y a O O II a I—O QOINc6= i c 0 c • Z {i smj d o OMMEI av v Dc O a)Y ICESy, e.'o4oEaoUO Noa a ^- U F- oci... a ] O c I”" _ Q (nomcu c f)J I c\I r J t I 0 ct 1 Z 0 0 o• kr t 0 MONOLITHIC CONSTRUCTION OF CATCH COUNTY OF KAUAI D-16 i STANDARD BASIN TOP SLAB AND SIDEWALK CITY COUNTY COUNTY OF OF HONOLULU AUIDETAILSCOUNTYOFHAWAII SEPTEMBER 1984 c^.ALE: 3(.18" 1'-0" 4 a1 each corner Pay line for excavation I i I c11 1-6---Pay line for excavation1 I 41 1I A 7- --T--3 #4 at 6 o.c. at bottom 12 I I 12° I ice._j i l I ` .---ri I I i 1 1 i 1 LiI I_ 2#4 at bottom-- I or 11 -3#4 at bottom as shownI 5 O" PLNOTES: AN I. See sheet D-26 for chonnelizing detail. 2. See sheet D-13 for reinforcement at pipes and at corners. 3. Rungs shall not be installed over a pipe connection and the lowest rung shall be Type°08°°Frame 8 Cover -- —i'- 6 not more than 2' - 0" above the invert. i t 1 1/2.1 I Type..8°,Rungs I I8°°o.c. I io Clear . 12" 1•••--Pay line for excavation 1 t 1 G 1.. 12°°. , ri I 0 Pay line for• --11.4 d' excavation I 2 1/2' Clear(Typical all walls) DI„ o x I r"-' j--#4 at 12"o.c.bothways Ia I1 Round opening of outlet pipe.4 at 12'o.c. Minimum radius=0.15 pips bothways Slope to drain- diameter. r ---) 1-71v1II ; .....ii-al, i \\ I1_:—I . 1D.t._ .- —_ 1 _ I J 4 at 12"o.c.I t 2 I/2' clear bothways SECTION A -A SHALLOW DRAIN MANHOLE FOR SIDEWALK AREA COUNTY OF KAUAI SHALLOW DRAIN MANHOLECITY& COUNTY OF HONOLULU STANDARD D-1 7COUNTYOFMAUIFORSIDEWALKAREADETAILSCOUNTYOFHAWAII SCALE: 3/8" a 1'-0" SEPTEMBER 1984 6 at each cornerPaylineforexcavationofbottom 4IN 1- - 1.-tPay line for excavation l-. 4 ---1 I ' r i 12" 1 j 4 *6 at 4"o.c at bottom 1 i / 1 o :a 4 11 1 1144i 1 1 • I 1 1 1 _ _t 1 i 1 1 3*6 at bottom 1 a 3 #6 at bottom as shown I-- 1 J 6„ • 4'-0" 6" 5' - 0" NOTES. I. See sheet D•26for channelizing detail. PLAN2. See sheet D-I3 for reinforcement at pipes and corners. 3. Rungs shall not be installed over a pipe connection and the lowest rung stall be not more than 21-0"above Type'DA"Frame 5 Cover------\ Mortar-I'-6" j the invert. I 777'-- -:LDL- r.t 1/2. ; clear O1 ii'-L24'+ 33 1 i I•--Pay line for excavation 1 open . Type '8"Rungs-- tit / t I I/2"12" 1 at 16 o.c. Add I i16 Clear O 1 ID Pay line for 12"o p, + I/2 0 Clear (Typical all walls) a .. excavation c - cI _. •I #4 of I2"o.c.bothwayso *4 at 12 o.c. 1 2 bothways I 11 Round opening of outlet pipe. Minimum radius =0.15 pipe Slope to drain 1 diameter. i y 12"c1r.c.i l 4 at 12"0.c #5 at 12 o.c. 13"Clear bothways bothways SECTION A -A SHAT LOW DRAIN MANHOLE FOR PAVEMENT AREA SHALLOW DRAIN MANHOLE COUNTY OF KAUAI STANDARD CITY& COUNTY OF HONOLULU D-18 DETAILS FOR PAVEMENT AREA COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 3/8" • 1"-0" 2' - 7" 2'-5" 2'-7" _ 2'-5' Lifting hole- — ---- Lifting hole pp 4 hooptop 1. od bottomp a;and bottm1Nei 2#4 at 6"o.c. pp , t' ..- r-+- -3 #6 at 4"o.c.IIiIl at bottom at bottom A A A A L t--- 4I #4 at each I Dowelholes I #6 at each 4L ._ JIIH oade mid depthmiddepth I #4 of I tat ISA iiii bottom WIPP 1 bottom Litting hole 4 top and Lifting hole 6 top and bottom at each sottom ateach side of opening Add 2#6 at bottom L A side of opening PL AI Add 1#4 at bottom N 4 at top and Ype HOW'Frame 6 at top and bottom at each 4 hoop top bottom at each 4 hoop topsideofopeningandbottomsideofopeningandbottom 4 o G E lffresew Eursarsi l 1 /2 clear IYf Ntil+el of a:.:ar; See details I I/11 below 2 *4 at 6'o.c. See detail------- d 2 clear below 3*6 at 4 o.c. SECTION A -A SECTION A -A FOR SIDEWA K AREA FOR PAVEMENT AREA SCALE: 3/8" - r-0" SCALE: 3/8" - r- 0" r` 1 I/4 Provide hole,grout with- 41 Top slab expanding grout I r 4 x 1'-6"dowel,;--MN I each side Jr, 1- ROA GroutfM onstruction key DETAIL SCALE: I 1/2" = II-0" PRE- CAST TOP SLAB FOR SHALLOW DRAIN MANHOLE COUNTY OF KAUAI PRE-CAST TOP SLABCITY&COUNTY OF HONOLULU SHALLOW DRAIN MANHOLE STANDARDFORCOUNTYOFMAUIDETAILS D-1 9 COUNTY OF HAWAII SCALE: AS NOTED SEPTEMBER 1984 Type 'DA" Frame 8 Cover Mortar 4\. =r4,=. \ 1 Type B"Rungs 16"o.c. 4.to Rungs shall not be 1 i" installed over a pipe connection and the lowest • o rung shall be not more _ CSI than 2 -0 above the I o invert. I I v in N I O N Zo g I OI e. 1 l O ole 1 1_ 6-• a PIay line for-•I excavation 6" •I iIE 4 Vertical Ba11 rs ERoundopeningofIvspacedI/8 of outlet pipe. I circle i Min.radius = 0.15 pipe diameter. I a. X12„ -12 t O ^ I w Y/4W//N/N//////H/. .--- o j N I IjI, 1 a-)/ cD1m I 4;3 I T iv -_ 1/ I. j v = 10 C I I Diam.of o s- o E v O N o Q P'pe 1.1 I o o -.-88 J I 04 1 I MI I o o_ 4.- fiL,it',/z; iii./1/q . 1 co g I - - 4- 0_ — I_-_ 9-' 1 N OT ES I. Manholes deeper thanDiam.IO -- 0 require special 4 Bars at 12 o.c.design and other detailing bothways 2.See sheet D-26 for Channelizing Details for Drain Manhole” CONCRETE WALL DRAIN MANHOLE SCALE: I/2"= II - 0" COUNTY OF KAUAI D-20 STANDARD CONCRETE WALL DRAIN MANHOLE CITY& COUNTY OUNTY OF HONOLULU DETAILS MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1/2" = 1'-0" Type "DA"Frame 8i Cover Mortar rdi4 \ ="—'' Type A Rungs 16"o.c. I 4 io Rungs shall not be installed over I- a pipe connection and the lowgst „ rung shall be not more than 2-0 I above the invert I k o aftp allyf> 1-New Moo MIN MSIr. ONENi I" Cement Plaster NeIIIII NEN I o mem I um u I r INN M 1 a au IMO MIN Tik 110111 N E Pay line for---- —•4_________,12" me Round opening of semi . 12"jminE excavation mu outlet pipe. Min. E I oNomradius =0.15 NEE l2 oops orizontal pipe diameter 4 Vertical Bars--t° I in spaced 1/8 ot circle mi., x/ia V ii//MUM/Ao 4 jy df 0] yI I av Zc tf4 orizontol Hoo Diam of I a E c o at 8 o.c Lop ends 12") j os ID I o r L9" 4-0" 9„ NOTES: I. Manholes deeper thanpram.10s-0" require special 4 Bars at 12" o.c. design and other detailing bothways 2. See sheet D-26 for Chamelizing Details for Drain Manhole BRICK WALL DRAIN MANHOLE t CALF: I/2"= 1 - Q" COUNTY OF KAUAI CITY& COUNTY OF HONOLULU BRICK WALL DRAIN MANHOLE STANDARD D-21COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: 1/2" - 1'-0" SEPTEMBER 1984 Adjustment up to 3" Type "DA"Frame &Cover permitted with brick Mortar or mortar t. ''meq. a Type B Rungs I6 o.c.(max.) Rungs shall not be installed over to: a pipe connection and the lowest2 0_._ I rung shall be not more than 2 -0 I u above the invert. 1 I 1 M oSeeDetail A of I c.) detail sheet D-23 ' . Details of Cone Section, Riser Section and joint 1 shall be approved by the Engineer i O 5,, 41 0„ 5” 2- crl o wtU W _ o (!) y 0 N tn Pay line for 1 r. it ET excavation E Round opening of I outlet pipe. Min. Mortar arour)d base radius = 0. 15 See Detail i B of detail sheet pipe diameter D-23 I2" I2_,l 2 ##4 Bars io S..— -t---- I a1 4 Vertical Bars-----._ --. MMMr i4 1---- ---- o spaced 1/8" of circle --4,.. 0 j x m I 0 -0 U 4 Horizontal Hoops Diam.of % o E . o at 8" o.c. m Pipe 1.1 i E =o c) Lap ends 12 ) Q, I o rn t____ 6"..4,,_.L,/_. 6 • , N,.+9NN 11: c Reinforced concrete ba, hall be cost in place 1 9" 4' - 0" (Diam) 9" NOTES: 6 (Diam) I. Manholes deeper than Id- 0 require special 4 Bars at 12" o.c.– design and other detailing. bothways 2. See sheet D-26 for Channelizing Details for Drain Manhole PRE - CAST CONCRETE DRAIN MANHOLE SCALE: 1/2"= V- 0" COUNTY OF KAUAI D-22 STANDARD PRE-CAST CONCRETE DRAIN MANHOLE CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1/2" - 1'--0" 5" I3141 11/2:.I 314" 3/16' 114 3/I6' m 1/ 3/4" 1/4' I" II/4. 1 -cot 4i . 11 !4 -NI I 514I 1/ 21 I3/4 111111111111 CONE SECTION RISER SECTION DETAIL "A" 5.. : TOL- I.. 3.. Mortar around base Riser section—.- O 0 0. CV Concrete base 911 DETAIL "6" PRE- CAST CONCRETE DRAIN MANHOLE DETAILS COUNTY OF KAUAI PRE-CAST CONCRETE DRAIN STANDARDCITY&COUNTY OF HONOLULU D-23COUNTYOFMAUIMANHOLEDETAILSDETAILS COUNTY OF HAWAII SCALE: 3"- 1'-0" SEPTEMBER 1984 5" r---- P a A n 0 2 1A6" 1 0 2 /I6 I RN_I =Sri r J v 1_ tc\J °3 2 3/16 n 30 F- 2 3/1 45.- N 1/2"., N ..1..1 1 2—o M R=5/16 t R=5/16 TT l/i1.._1-1:-I/2t-_ i 11/16 p a • J A L V 5„ 1--5„ CONE SECTION RISER SECTION ALTERNATE DETAIL NAN PRE- CAST CONCRETE DRAIN MANHOLE DETAILS s SCALE: 4l/2'= I'_ 0" COUNTYSF KAUAI TANDARD PRE-CAST CONCRETE DRAIN CITY& COUNTYOFHONOLULUD-24 DETAILS MANHOLE DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 4-1/2".. 1.-0" 2'- 0" 5" t st , t . -- • ' • I 11/4_` rn t.•.o N 5"..1 4811 4_ 5_,. Dia. 36 CONE SCALE: 1/2" = 11 - 0" GRADE RING SCALE: I/2•• = I.. 511 5"1____ r_ 1 I' r SECTIONAs/LF. TOTAL WT., L8- p j r 48"x 48" Riser 0. 15 2,752 rn r. c0= 1 48" x 45" Riser 0. 15 2,580 ocr -• 1 48"x 36" Riser 0. 15 2,064N v 48"x 30" Riser 0. 15 1,720 co48"x 24" Riser 0. 15 ~1 ,376 48" x 15" Riser 0. 15 86 0 48"x 12" Riser 0. 15 688 RISER 48"x 24" x 36" Cone 0. 16 2, 100 as 22" x 4" Grade Ring 0. 12 200 SCALE_1/2 = I - 0 22" x 21/2.'Grade Ring 0. 12 9 5 5"48" 5., 48"x 32" Riser 0. 15 2,691 1 r Dia 48" x 16" Riser 0.15 1,345 I NOTES N 1- I. Pre-cast sections shall conform to ASTM C 478 - 61 T.2=6_3. 2.Manufacturers may submit to the Engineer for approval,prior to manufacturing, designs RISER other than those shown on this sheet. SCALE_ I//," = I' d' COUNTY OF KAUAI PRE-CAST CONCRETE DRAINCITY& COUNTY OFMAUI OLULU MANHOLE DETAILS COUNTY OF STATAARD D-25 COUNTY OF HAWAII DETAILS SCALE: 1/2" - 1'-0" SEPTEMBER 1984 A h7 01/ A PLAN Slope to drain-----Channelize bottom of manhole to depth of I/2 pipe diameter using concrete bricks and r Class "B" concrete. N E f o6 1:911 0" SECTION A - A CHANNELIZING DETAILS FOR DRAIN MANHOLE SC ALE: 1/2"= I'- 0" CHANNELIZING DETAILS COUNTY OF KAUAI STANDARD CITY&COUNTY OF HONOLULUD-26 DETAILS FOR DRAIN MANHOLE COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1/2" - 1'-0" 4 A A E o Nor[ I Rungs shall be 3/4 diameter wrought O 1 iron or ASTM A3C> bbfeel rods and shall 21ehot-dipped galea- r nized or cadmium f Outline of circular wall plated after bending. SECTION Any dcvvatinn from In e details must be cpproved by the Chief Engineer. L1 (overall) TYPE WALLS L L2 Type A Brick 131/" 7 5 L2-----. . 43/4 embedment)Type B Concrete 9" 4% 3" for one rung TypeC Precast 7 3" at top of opening. N 3/4 SECTION A - A COUNTY OF KAUAI CITY&COUNTYOFHONOLULU RUNGS FOR CATCH BASINS AND MANHOLES STANDARD D-27COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 3" .• 1'-0" SEPTEMBER 1984 H p/4" Cast Iron-- B Ribs spaced equally N 3_ ( (7// A Ai' 40, -- NOTE: This frame is the same as sewer manhole frame PLAN Type "SA" . I"24 IA" 111 2 'i , 1/ 411 I/4 2'/a ' IIIFII IF cr-t 4 22" 30 3/ as 4- SECTION A - A TYPE "DA" FRAME FOR QATCH LASI N ANDD MANHOLE TYPE "DA" FRAME COUNTY OF KAUAI STANDARD CITY& COUNTY OF HONOLULU D-28 DETAILS FOR CATCH BASIN AND MANHOLE COUNTY OF MAUI COUNTY OF HAWAII I SEPTEMBER 1984 SCALE: 11/2" 1'-O" Cast Iron i i t 11 I 1 1 NOTE: PLAN This frame is the same as sewer„mgphole frame Type SD . 2 7/e' 241/4" 2 Tib' I/ 1:1/4•• lk II I124 2" t41" 22" III 1i21 30" SECTION A - A TYPE"D8" FRAME FOR AT A SIN AND MAN 01.. COUNTY OF KAUAI TYPE "DB" FRAMECITY& COUNTY OF HONOLULU STANDARD COUNTY OF MAUI FOR CATCH BASIN AND MANHOLE DETAILS D-29 COUNTY OF HAWAII SCALE: 1-1/2" = 1'-0"SEPTEMBER 1984 I Diameter hole Cast Iron 1 1\/ C[017,----<- 6 t____ ((/ 1 I. (7( (----)) 0 A X i__-:_ ) /i i N --. [IW\_ PLAN 24" Diameter 3.. Tat 1*'1' 1"ir. 472 tr1'7I/„/''/i#Iiiii/i /iiPOP// ,i// dbil/a - ! \ _-- + i . 4„ 3 I/24I 3/4 v 23 1/2"a..- SECTION A - A li fI 14-__ C0-2.- 1 _ 77-__________ iii_7_ r-- - 1 765,16,. Am \, BOTTOM VIEW OF COVER CATCH BASIN AND MANHOLE COVER COUNTY OF KAUAI D-30 STANDARD CATCH BASIN AND MANHOLE COVER CITY& COUNTYOFHONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1-1/2” - 1' 0" Payment Width of Repavin_g A.C. Pavement YPayment Width of Trenching 6 and Temp.Trench Patching -r z ! . ii % v n.-,0 0,i?IP 0( 40. 40 3/..4. )(), o r 11 p ^Q:% .80Co GCo r,vr,0(*0 )Or • •g '• ( Q.•OpQV OOovo Base Course - P=Outside Diameter NOTES: Pay line for excavation r -. -- -- --------- I. Restore pavement to match existing pavemen: 2..Alternate payline for2. Minimum thicknes of pavement: P Y A.C.Pavement: " excavation as determined BaseCourse = 6 by the Engineer in the 7:------( Inside- Diarn. 6"held 3. Excavation for extra width of of Pipe repaving to be included with trench excavation. Pipe Cushion li --imselectmaterial) co ELEVATION SCALE: 3/4" = I'- O" DRAIN PIPE PAYMENT WIDTH OFWIDTHOFSIZEREPAVING 18.. TRENCH11 ING , 4 g.. 24" 48" 60" 30" 56" 68" 36" 64" 76" 42" 72" 8 4" 48" 8 0" 9 2" 54" 88" 100" 60" 96" 108" PAYMENT TRENCH WIDTH AND REPAVING OR DRAIN PIP S COUNTY OF KAUAI PAYMENT TRENCH WIDTHCITY&COUNTY OF HONOLULU STANDARD COUNTY OF MAUI AND REPAVING FOR DRAIN PIPES DETAILS D-31 COUNTY OF HAWAII SCALE:3/4" 7 1'-0" SEPTEMBER 1984 E o oa, m i c x 2O O, _O 9 7 0, Q 0 G O Oa, N- Q, a, X ,L~O -X m Q V1 3 N \N lo IC ..• s 2 Cr!II; N.N 03:0 f ii• ric 1 - I., at 4...) 1 b ro ill w 2 I5 lx, Lee S $ Q W ZI < ad 4, g o Q 15,W 0 D r4 o° s o y o 0 i0 d 43n ir i0• 4..•- 1 f:4• *.f, 0 0 CO W ' 4.• 1.••1"f ep / o ti 014 o cIL 7. p u t c fa O O V J1•v tr1•••.•. I N eu v v c le‘ob• ySb• 10 °' X •3c inyto0 10 i 1i o O v .o 7. O 1• o p I 4 i• M « a u Q I ,, o o Q I N vn o 3 L—"I m m v r.! N OO-Z I O p o u uta, I 0 o 1, 1.o 1 0I i= NTS off. _ . n 1 f 03 IC m tvcr 41 i7) CO 11)w f 41 J a 1 y` I• . I a, r ti) V II Q M1 -K 1 W mOeii1UI4 ---C------ ' VJ N i J Ua ti Elflco c S. • m y t, N E E HCN, cov .Q ') 4_4 c To- I ap u t 0 1 „I I I r i I, 4-L. } le 4UBWBSD3 . 14 uio.lOIleu 1 114.1 STANDARD SIDEWALK CULVERT COUNTYOFKAUAI D-3'' CITY&COUNTY OF HONOLULU L DETAILS COUNTY OF MAUI SEPTEMBER 1984 SCALE: AS NOTED COUNTY OF HAWAII r' R/W PAVEMENT _ SHOULDER 10' - 60' R/W 7' - 50 R/W I FUTURE SIDEWALKIr14-1 FT---DRIVEWAY o NOTE : i C Ilvert s.ze to be determined by i, Engineer Fox culvert minimum inside dimensions 16" :seep x 24" wide All form material to be removed upon completion of construction.SECTION O A 4,4 BARS - 12" 0.C. u N rt-1—1-t- - - --t -t=t 17t1t: 1 A --1 1 CO I::I I I I I I I I I I I .r I I I b I I I I I I I I:: j SECTION A-A f- -I-- .. - . - - -+.+ 74,- ,4-.-++: A 41 4 5 BARS - 8" 0.0 A B DETAIL 2'4" 3'5" 4'6" w 4 BAR = 1/2" DIA 5'6" 5 BAR = 5/8 DIA w z_ ORD. 53 (DROP DRIVEWAY) 6'-0- for future drop drivewayI condition. F wMax. approach width a0atcurbline - 36' a:o_ Variable fi/W ., I I i 2 uI ICH DITCH j_ — ____ — ____ _- - _____ ____ ____ ____ ___ ____ ____ ____—____ FI11 URE CURB LINE 4 SHOULDER SFE DE.TAIL_ ABOVE FOR Provide smooth riding connection to roadway. CULVERT REINFORCEMEtvn REQUIREMENTS PLAN STANDARD D-33DRIVEWAYDRAINAGE - BOX CULVERTCOUNTYOFHAWAII DETAILS NOT TO SCALE SEPTEMBER 1984 STREET R/W PAVEMENT SHOULDER 10' - 6O' R/W 7` - 56 R/W FUTURE SIDEWALK I/4" / FT DRIVEWAY I CULVERT SIZE TO BE DETERMINED MIN. 8" BY ENGINEER. I6 MIN. INSIDE DIA. FOR CIRCULAR 0 CORRUGATED IRON OR CONCRETE CULVERT. SECT ION, I W Z J cr W a 0 D: a: ORD. 53 (DROP DRIVEWAY) 6'-O" FOR FUTURE DROP DRIVEWAY CONDITION. 2-O" CLEARANCE MAX. APPROACH WIDTH ai_SIM 11E4E 311:_---. F VARIABLE I —R/W-‘ 2IDITCHi DITCH ja - — — I FUTURE CURB UNE SHOULDER I PROVIDE SMOOTH RIDING CONNECTION TO ROADWAY PLAN D_ STANDARD DRIVEWAY DRAINAGE - PIPE CULVERT COUNTY OF HAWAII34DETAILS SEPTEMBER 1984 NOT TO SCALE STREET NOSE;' R/W s+YALL GRADE AS OIRECIED 6Y ENGINEER PAVEMENT SHOULDER 10' — 60' R/W i 7' — SO' R/W SAME AS EDGE OF I FUTUR SIOEwALK PAVEMENT GRADE 14 / FT. DRIVEWAY SWALE SECTION w' z ORD 53 (DROP DRIVEWAY) 6'-O FOR FUTURE DROP DRIVEWAY CONDITION cr2-O CLEARANCE W D: MAX. APPROACH WIDTH a AT CURB LINE — 36. 1_._, VARIABLE FUTURE CURB LINE 7 SHOULDER-7 PROVIDE SMOOTH RIDING CONNECTION TO ROADWAY ISHOULDER7 FUTURE CURB LINE—, R/W-f PLAN COUNTY OF HAWAII DRIVEWAY DRAINAGE - SWALE STANDARD D_35DETAILS NOT TO SCALE SEPTEMBER 1984 4 BARS TOTA1,-2 T 6" T A"114 HOOPS O 6 21-Or Sin I/4r . 33i;_.1 2 m a tjm i I"CHAMFER fi 1 H Thr4BENDTINTOn7 •- 0 OR LESS u WALLS Ir-x0_.Q so II3"FILLET IIMP_I it.IIIIRP_'_I[ 04111 234"leI '" T OUTER 1 !Ayr 1 23i4• -INNER L I/A" 1/4' FACE 1/4.41, I/4il FACE T 31- 0"MIN. T JOINT DETAIL SHORINO SMALL PIPE) 0-3„SECTION B-B T El I:1 r®i 6. TdBOTTOM BEND STD.FRAMEillDOWNWTOWALL. AND GRATEi!: naso) um B IE T 31-0" MIN. 111IiiyrALTERNATIVEOROUTSIDEDAt3* 1-2 REINFORCED BOTTOM ALTERNATIVE OWin 40 HALF ROUND 4HOOPS(J12r d' TYPE 24 N rill) BOTTOM ti IEEE SEC B-B) I MIN. TOTAL-3 1---I somommums• t•- 4- PINE 3/4 STEEL STEPS TO BE I 2 - 0 iIN BOXES HAVING A DEPTHt.T.t 3.10"MIN. +T, 4 I a OR OUTSIDE DIA+3r! OF MORE THAN 3•-6". TYPE G2 STEP DETAIL ITI GENERAL NOTES 1. "H" IS THE DIFF. IN ELEV. BETWEEN THE OUTLET PIPE FLOW LINE AND THE NORMAL GUTTER GRADE LINE TNDERPRESSED AT THE CURB FACE. 2. FOR "T"WALL THICKNESS, SEE TABLE. 1111 3. REINFORCING STEEL IN WALLS SHALL BE #4 BARS @ 18" 0 CENTERS, PLACED 13/4" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE SHOWN. 4. STEPS- NONE REQUIRED WHERE "H" IS 3'-6" OR LESS. INSTALL ONE STEP 16"± ABOVE FLOOR WHEN "H" IS MORE THAN 3'-6" 3 ® so AND LESS THAN 5'-0". WHERE "H" IS MORE THAN 5'-0", STEPS SHALLsBEEVENLYSPACED@12.'4 INTERVALS FROM 16"4- ABOVE FLOOR TO THIN 12" OF THE TOO OF 4,6". 2-0" ie"J r WALL WITHOUTWIHOUPI E OPENING. THE BOX. PLACE STEPS IN BOTTOMS MOT REINFORCED 5. DETAILS SHOWN APPLY TO BOTH METAL AND CONCRETE PIPE. SECTION A-A 6. PIPE(S) CAN BE PLACED IN ANY WALL. 7. CURB SECTIONS SHALL MATCH ADJACENT CURB. 8. BASIN FLOORS SHALL HAVE WOOD TROWEL FINISH AND A ii1O MINIMUM SLOPE OF 12:3 FROM ALL DIRECTIONS TOWARD RI OUTLET PIPE. A A 9. GALVANIZING - SEE STANDARD SPECIFICATIONS OR SPECIAL PROVISIONS.L GTRYPE 14 10. CAST-IN-PLACE OR PRECAST ALTERNATIVE IS OPTIONAL AWITH CONTRACTOR. N 11. SET INLET SO THAT GRATE BARS ARE PARALLEL TO DIRECTION V OF PRINCIPAL SURFACE FLOW. 12. SEE"STANDARD GRATE DETAIL" FOR GRATE AND FRAME DETAILS. 13. USE G1 WHEN H..4'-0". o S it 2' - 0 .sj TYPE GI D-36 STANDARD DETAILS TYPE 61 AND TYPE G2 DRAINAGE INLETS COUNTY OF KAUAI SEPTEMBER 1984 NOT TO SCALE T - TABLE A A T e O' 0k LE333S" e' - ,' T o 2 D' - o' e' GENERAL NOTES 1. "H" IS THE DIFF. IN ELEV. BETWEEN THE OUTLET PIPE FLOW LINE AND THE NORMAL GUTTER GRADE LINE UNDEPRESSED. 2. FOR "T"WALL THICKNESS,SEE TABLE A. 3. REINFORCING STEEL IN WALLS SHALL BE #4 BARS @ 18"±CENTERS PLACED 1W'CLEAR TO INSIDE OF BOX 2- 1"X 3" I."L IRON - UNLESS OTHERWISE SHOWN. 2 1 4. STEPS-NONE REQUIRED WHERE"H" IS 3'•6"OR LESS. INSTALL ONE STEP"H"ABOVE FLOOR WHEN 16"± IS MORE THAN 3'-6"AND LESS THAN 5'-0". WHERE"H" IS MORE 0%0THAN 5'-0",STEPS SHALL BE EVENLY SPACED @ 12"± INVERVALS FROM 16"+ ABOVE FLOOR TO WITHIN 12"+ OF i THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT 0 PIPE OPENINGS. 7I"- 5. WHEN SHOWN ON THE PROJECT PLANS,PLACE A #6 PROTECTION BAR HORIZONTALLY ACROSS THE LENGTH OF THE OPENING AND BEND BACK 4" INTO THE INLET WALL ON EACH1/ 2 STOVE BOLTS 1 SIDE. 6. PIPE(S) CAN BE PLACED IN ANY WALL.AND LOCKIMA3NERS IIlI I 5 IB.d LBS. 7. BASIN FLOORS SHALL HAVE WOOD TROWEL FINISH AND A PLACE BETWEENMINIMUM SLOPE OF 12:1 FROM ALL DIRECTIONS TOWARDS IRATE SLATS OUTLET PIPE. TOTAL - 4 8. GALVANIZING-SEE STANDARD SPECIFICATIONS OR SPECIAL PROVISIONS. 9. W=2'-11 3/8" FOR ONE GRATE,ADD 3'-5 3/8" FOR ADDITIONAL GRATES IN TANDEM.SECTION C - C 10. FULL PENETRATION BUTT WELDS MAY BE SUBSTITUTED FOR THE FILLET WELDS ON ALL ANCHORS. 11. STANDARD SQUARE,HEXAGON, ROUND OR EQUIVALENT HEADED ANCHORS MAY BE SUBSTITUTED FOR THE RIGHT ANGLE HOOKS r--- B ON THE ANCHORS'SHOWN ON THIS PLAN. A Ifi A L i i REFER TO G2 DRAINAGE INLET O FOR BARS AND HOOPS DETAIL. lid STOVE BOLTS ' l' TYPE 24 - 1$ in LOCKWASNERS GRATES N w•2'-113/e" I T -- j353/ s 7 YIN.L.B 4Q 6" BEND 3"FILLET PLAN 7"INTO WALL 6 IF 18.5 lb ANCHOR t SEE SECTION C-C i 4 BARS STAGGERED leA •w SECTION A - A I.Ti 3'- 0" i T.1 SECTION B - B COUNTY OF KAUAI TYPE G3 DRAINAGE INLET STANDARD D-37DETAILS SCALE: 3/8" - 1'-0" SEPTEMBER 1984 rt SWALE 1 f I" MIN. 1'.-T IN- F1 R. I``,. ,i A EDGE PAM ATO 1 11—" ' ---- -- 1 STD.FRAME 8 I 1 GRATEREFERDETAIL I I 4 1 1 is In 1 I 1 1, 1 I, t:L. Le. 1 ' i 1" MIN. T 2'-0I/ s 2' -01/ s. T PLAN REFER TO TYPES GI,G2 a G3 DRAINAGE INLET NOTES,TABLES,SECTIONS S DETAILS E£GE PAV. t 5 % I'DEPRESSION +5 OAL_= 111—f I Li REFER TO TYPE 83 • sl i 61 I P T I 4' _II 4• 41,—1 T SECTION A-A D-38 STANDARD TYPE G4 DRAINAGE INLET COUNTY OF KAUAI DETAILS SEPTEMBER 1984 SCALE: 5/8" • 1'-O" 24"GRATE ' 2.-11/2IES GRATE • I' - TI/2 T a) 3/16 fl ON FRAMEAS Y A A 24-IB GRTES FOR PROVIDETPES i ,, 3-3~XI X3/4"BLOCKS. Id PLACE ON ROADWAY SIDE a a OR HIGH SIDE OF GRATE N. 0.3 OPENING. 24.o Q in a31/ 2 X/2X3-4'8 BAR--7 16.1 3i AXI .2 146_ 1, L 4"X 3"XI/ 2 A-1331/6 LBIn a= aao I1 - i I s/ 8 24"GRATE•2'-06 1 OR I' - 55/8" u 15/16 15186GRATE*I'-6" 163/4 to /« i TYPI CAL FR AME I!111,1,iiiIii!it'i:i!i:!ii!II!!! ..N d j 3T 4--- `\.--- r 1/2+X1/2»BAR WELDED GRATE 346—$--X1.3/4 • // _ GENERAL NOTES SECTION A—A I. CONTRACTOR HAS THE OPTION OF USING CAST NODULAR IRON, CAST h-3" 3«STEEL,WELDED, BOLTED,OR CAST END BLOCK GRATE. 2. GRATES AND FRAMES SHALL BE GALVANIZED. L IRON 1/2" % 3. ROUNDED TOP OF BARS OPTIONAL ON ALL GRATES.L IRON 4. PIPE DROP INLETS WITH A GRATE SHALL BE PLACED SO THAT BARS PARALLEL DIRECTION OF PRINCIPLE SURFACE FLOW. 1a j• 2" 371• 1/211ANCHORSJ- 3060.C. SECTION B-8 COUNTY OF KAUAI STANDARD FRAME AND GRATE STANDARD D_39DETAILS NOT TO SCALE SEPTEMBER 1984 X L K LINE--- 1-- pBPR0PERTV A i i G 4 2-G3 ; SWALE FLOW MATCH SWALE MATCH SWALE CROSS SECTION \ W CROSS SECTION J 4 2" A. C. PAVEMENT mFrOUTLETORINLET44 PIPE EDGE PAVEMENT 1 I. W:WIDTH OF CATCH BASIN 2. L :LENGTH OF CATCH BASIN 3.K 2 6'-d'UIN UNLESS OTHERWISE SPECIFIED NORMAL SECTION4.x =3'-O'MIN.UNLESS OTHERWISE SPECIFIED 5.IN SUMP CONDITIONS K=X:6.-O' MIN. PLAN L 4" BASE NORMAL GUTTER GRADE - Ti 2" A. C. APRON I SECTION A it SHOULDER WIDTH VARIABLE EDGE, PAVEMENT CUT SLOPE _, r/s. SwaLE FILL SLOPE 2' A C APRON 2' MAXIMUM DEPRESSION SECTION B D_40 STANDARD LOCAL DEPRESSION WITHOUT DETAILS CURB AND GUTTER COUNTY OF KAUAI SEPTEMBER 1984 SCALE: 1/4" - 1'-0" CRADLE CONCRETE 4\ PJG F TIE BARS*3-18"O.C. r ~ y 3 r MIN. j' 1''• i 4,,,„,,„,t ANY STANDARD1. d. PIPE JOINT w b 4 ` CY,' A SARs :.".-- PRATJINGI ' FBAR BB ^; INE f V D i BEARS9ARS6A71: SS A \`,TZ --- Y v\ CONCRETE il :::,; ? j 614_.Cff i Thum s oR02 AORB-BARS CORE-GARS F DI F ,12"TO 39" ""5 Q f r 4 O 6' IE BARS +S 2- TO1_ *5 Q 6" X\ TIEBAR"3*5-111"0.C. 6 iv M ' w ---4--___f41 \\\\ \\ ' .• "Y TIE BMS T i G ----T 1 N _ ,a SECTION G-G Ate,- 1 111 - 1. b TABLE OF VALUES i01t f ANO T STATION111117aVIPPG11Nit, k. 4 r 12 4' POINT 1!. 41T4'-" ~ 15- 4I/4 le 41/1 I S'" * 41/2- F D2 F 2r ' 21" 5" PLAN 7: 44-.'' 2r 51/2 A BARS-' ANY STANDARD 33 jL 4` 33" 61/4" TIE BARS-7 r C BMS % PIPE JOINT-7 L 36' 61 39" 61/2" r -t . AL1- 4:----- 11" 7 • J 42" 7 17 0 y4 T 4 _45' T 1 F BARS 41' 48' m 51 6I dI ' Y " i F y 34° B¢44F' ti7" 04" 4"' 944. "'3-dOC.\ _L 60" 61 . 60. 0C63" _ Q10 43 69" 10 ' 6W' 10 S BARS 72" II 7 2" U' SECTION N'-N"-Ns" r 4e joiyPROJECTEDONM-M-N SO':g4' NOTES 1. VALUES FOR A, B, C, D . D2, E, L, ELEV. R AND ELEV. S ARE SHOWN ON IMPROVEMENT PLAN TABLE OF VALUES FOR F AND T SHOWN ON THIS PLAN. 2. OPTIONAL CONSTRUCTION: WHEN JUNCTION STRUCTURE B IS SPECIFIED ON IMPROVEMENT PLAN, THE CONTRACTOR SHALL HAVE THE OPTION OF CONSTRUCTING JUNCTION STRUCTURE C, IN WHICH CASE CONSTRUCTION DATA WILL BE FURNISHED BY THE ENGINEER. 3. CONCRETE SHALL BE CLASS A. I 4. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE. 5. REINFORCING STEEL SHALL BE ROUND, DEFORMED,STRAIGHT BARS, 1'/z" CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. TIE BARS SHALL BE 3/8" AND SPACED 18" O.C. OR CLOSER. A AND B BARS NEED NOT BE LONGER THAN THE OUTSIDE DIAGONAL WIDTH OF LATERAL SPUR. 6. STEEL SCHEDULE DETAILED ON IMPROVEMENT PLAN. 7. ELEVATION S APPLIES AT CENTER OF MAIN LINE ON PROLONGATION OF INVERT OF SPUR. 8. JUNCTION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY. 9. LENGTH L SHOWN ON IMPROVEMENT PLAN. 10. STATIONS OF MANHOLES SHOWN ON IMPROVEMENT PLAN APPLY AT INTERSECTION OF MAIN LINE AND SPUR. ELEV. SHOWN AT THIS POINT REFER TO PROLONGED INVERT GRADE LINES, EXCEPT THAT WHEN INTERSECTION OF CENTER LINES FALLS OUTSIDE OF STRUCTURE, THE ELEV. ARE SHOWN AND APPLY AT EXTREME LOWER END OF THE STRUCTURE. 11. LATERALS-WHERE LATERALS ENTER ON BOTH SIDES OF STRUCTURE, THEY SHALL BE Th DESIGNATED ON THE IMPROVEMENT PLAN AS RIGHT OR LEFT, FACING IN THE DIRECTION OF STATIONING. COUNTY OF D-42 STANDARD JUNCTION STRUCTURE C COUNTY OFMA' UII DETAILS COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE OF SPUR T '= - • moi N 4'it i--gra P r • /; 112 BARS O L .t 1. ___ P TIE BARS;3-I8"O.C. f, ; c F BARS 0 o I - 3TIE BARS18"O.C. T T i BARS D AND E BARS M F- T D.E.AND OBARS SECTION G-G ANGLE A STATION POINT; TABLE OF VALUES FOR T PLAN B T 12" 4" 15"41/4" 18"41/1"hi' 547.7- W BARS 27" n L• ' TIE BARS 30"I * -DBARS 3-18 O.C.33" S 2-H 9ARS-- I.•/ BARS I-ANY STANDARD 36" GIN I•6-4 O.C. LitiLocNIR111"7m. PIPE JOINT 39" 430 ?JrT1VA45"73/4" 2-G BARS 4i" 61.. 8/Z 5-4"O.C. .N"Il' r 54" 9" n 1t5•E BARS I 111•I• - - . MAIC LIMIT OF PAYMENT 12" 63 1 N. i. 1 UNDISTURBED EARTH 59" 10'/4" S 103y4" SECTION N-M-P-O IBACK FILL UNDER CLASS-S CONCRETE(PIPEUREINF)WITHRE7111 PROJECTED ON P-PLO NOTES 1. VALUE S FOR A, R, L, L1, ELEVATION R AND ELEVATION S ARE SHOWN ON IMPROVEMENT PLAN. I ABLE OF VALUES FORT SHOWN ON THIS PLAN. 2. STAT IONS SPECIFIED ON IMPROVEMENT PLAN APPLY AT INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTIONS APPLY AT INSIDE WALL OF STRUCTURE. 3. CONCRETE SHALL BE CLASS A EXCEPT AS OTHERWISE NOTED. 4. REINFORCING STEEL SHALL BE ROUND, DEFORMED, STRAIGHT BARS 1'/2" CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON IMPROVEMENT PLAN, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. OMIT H BARS WHEN SOFFIT OF SPUR IS 1 FT. OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 1 FT. OR LESS ABOVE FLOOR OF MAIN LINE. OMIT ALL STEEL EXCEPT F BARS AND TIE BARS WHEN JUNCTION STRUCTURE IS SPECIFIED WITH MANHOLE, UNLESS OTHERWISE SHOWN ON IMPROVEMENT PLAN. STEEL SCHEDULE DETAILED ON IMPROVEMENT PLAN. 5. JUNCTION STRUCTURE SHALL BE POURED MONOLITHIC WITH MAIN LINE STORM DRAIN OR MANHOLE. 6. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE. COUNTY OF KAUAI COUNTY OF MAUI JUNCTION STRUCTURE 0 STANDARD D-43COUNTYOFHAWAIIDETAILS NOT TO SCALE SEPTEMBER 1984 C"BARS-2 ABOVE AND 2 A"BARS BELOW OPENING J_ Tor s N = l . 4P'4c.4 1 ROUND PER NOTE 2 1 F, Q4 T 01. 0 C"BARS-2 ABOVE ANDdo6YIN. 2 BELOW OPENING All NI MINIMUM OF 4-#4 TIES ABOVE AND IPN 4•"4 TIES BELOW OPENING AND ON SIDES.MAXIMUM SPACING IB"SECTION A-A O N. 4 59• 4(01!" 0 T A" "B"-"C" 4Q 12r A"BARS 12 " 4-1/2" Q` 1 5 " 4-I/2" PLAN OF CORNER CONNECTION I G" 5• 12" y R2_.. rMIN. MIN. 21" 5-1/2" 14" 6"io *5 O1 4, B" BARS-2 ABOVE AND 2 BELOW 27" s-1/2" 0 4 4` W OPENING I 30" T" sr JP +44:0 I 33• 7" t c ROUND Pr\NOTE 2 t,4 3 6" 7-1/2" I • 3b as " s"1 Il lir 42" 6" ib7\/ 4 Q 12" 45" 6" A"BARS z, 4 !" 6" MINIMUM OF 4-"4 TIES ABOVE AND 4-#'4 TIES BELOW OPENING AND 6 I 8" ON SIDES.MAXIMUM SPACING IS" 64 " 6• 5 T " 10 " "l° et6O 60 " 10 " sCi Q' 63 " 10" in4 PLAN OF SIDE CONNECTION 66 " II " NOTES 69" II" I. ROUND EDGE OF OUTLET 3" RADIUS. 2.REINFORCEMENT SHALL BE I1/2"INCHES CLEAR FROM THE . 7 2 1 I FACE OF CONCRETE. 3.IN CONNECTING TO AN EXISTING STRUCTURE BREAK OUT PORTIONS OF THE EXISTING STRUCTURE 6 INCHES OUTSIDE ITS INTERSECTION WITH THE NEW CONNECTION. BEND ENDS OF*4 BARS OVER CONNECTION OPENING AS REQUIRED. MONOLITHIC CATCH BASIN CONNECTION COUNTY OF KAUAI D- STANDARD FOR PIPES 12" TO 72'. COUNTY OF MAUI44DETAILSCOUNTYOFHAWAII SEPTEMBER 1984 NOT TO SCALE A ''"1 L L Li TIP- - -4r- 1 1 p I ° 1 4 I i 1 1 a I o I h J 9f I f III-- I 1- 111111.111111111MMIIMMft 1 c 1 1 I 4• (J 12"— - 3 - *4 A 1.__1_-____. v o r.-- 3 - 'k4 EACH FACE O AI Di / D 2 A 4 an 12" 0 0 Y D L T SECTION A — A 12" 1.0' 4" NOTES is " 1.01 6" I. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH 24" 1.0' 6" A CONCRETE COLLAR,L WOF THE LARGER PIPE D DI OR D2H CHEVER IS GREATER. 36" 1.6' 8" ' 2. FOR PIPES SIZE NOT LISTED USE NEXT LARGER SIZE. 3. OMIT REINFORCING ON PIPES 24 AND LESS IN DIAMETER 48" 1.6' 10" AND ON ALL PIPES WHERE ANGLE A IS LESS THAN 10°. 4. JOIN PIPES AT INVERTS. 64" 1.6' 10" 5. REINFORCEMENT SHALL BE PLACED II/2" CLEAR FROM 60" 1.75' 11" OUTSIDE DIAMETER OF PIPE. ss" 1.76' t i" 72" 2.0' 12" COUNTY OF KAUAI COUNTY OF MAUI CONCRETE COLLAR DETAILS STANDARD D-45COUNTYOFHAWAIIDETAILS NOT TO SCALE SEPTEMBER 1984 lww U i 6 w w, 'w T r' i) I , r 1 'T -I n\2.....11\ \ 4.1*..:•,.:00.1„.10i 11.14 o•,I•,',4'w• wI4 T Ao_Z,T'\ !I = Z8o?1Q. Ji .',i J Iw woo, 1C,. \2,a.?y4\2 \ I c -4 U c+,ti ,...„,,....,..:,.1,,,,,,,„,...,:%,wc...,,,_;Z„...4"...., s 0vIlr ti Aro01.'wI,Q,, A2 v•I.21 .1 gr:oo:* ''4 I cosK i.l\I,a • .T,h_}'vi,si}i1 IR ' 1-F °1 g i!E,c' I•Lw..,.•1-.tt °il -- I 'a-...'T-°Ir-**l''r. -;., .!,•wp p e ZSeoget....,,,......!. •b y ..:::14, bl Iw Q:'°I! Z_5 1 I to j% M co G 4uli ^IZi.!*411 xlY i" p Aog' I w I,.l b,..:`3,1,...,z.‘1'..,'.114,,,,,,,bl T k!bI\I dlal I"lolotYyf ' 'cc n' M '3wt ' w 7w t. 1 l Y oo 1. \=,,•:00 ry ow._y , bloll1i.1•'i ti,,14i.,x 1 2pt` ,7 c ! E f •a,. no'1{Ii. o4pj. lo* uw \ 1 O o c , !1 1,45 I,o--`t.•'r". .. ' I^11'44x ; N Qlbi,fx Irl^Igj iZI.Iii y k st. rt°Ik yywItlicyp U,W 3 Vt. n w.."'Ib.wir rb=,bwti ww! r I^' i ,,,,-,-..o,/,.y n _wtk C..)_[...;,,-a b\,I.•.°.h\4\Z '. l,wlwl..ljit iitZttlt r • ti S % I i• I w, ww •I wI I I Q. ,,y A..w. "_.ivw m,11 w9 v, w w1• • 1 ,I.,.".....,4 1 1 N Isr^I C p w , n o.Tr.r:rw Iq I o1I44 ab\Tb.\oNbl\•'bl\%bwr\Ij ww1 ^ w o1.. .-, N' 'w ` _ w a h I-w 1w L I Ih tllO\ Z A\°wNb:.:,n 6 4^-\• MITA wwI•I ,a. I Z "1 E '^I,,ICU \w ' I Ala '\ If\ \b wf _ A (__ waw + y 1, .._9w '•% 'h 1 +.} 1 = , 010 'O1.f'fff•. ,T. • ,iii I - V'ZW w'',.w e bw• \a,6'wjw• ..!,'I !O' t t A w N wi wl' o• ! ,I r lY,iw (A'A r~1 .\I mI\'t11:`b,\\b\QN *.i.i T^\1a 7`ItiI Iy x1° i 1• \s •(I f )r, .° ': ISI\A + A• N NOO',' I_' 1 1 ii I . 1 % I •'yf%1u{ 'w.w.w4•'•Iw .\.Ih Q. 1•\11\ b ww w New N **4e, a! b1 I. I , 'n v, Il l i 1k:st6". ib. 1'' •I' \aT be°'['b•i?b ig ^I.. ; w t l.tf4 4 ."r., tnr I '' ° n, 11.0114.., „..,„,z-1 !+,I,lwlNj.,_. ,hlvl ^;a w A\ w w y Q 1.,h Y^4,I. T,,'I^l„^ 1i ,, +,.... i.::.a.1 I R..Jb a hr11q.AT, I 1 ,.,.,'wfi./b,;1 tic.Z,, ,,. iIlial %`. i° 1 i. Li- ap GC J o'p, - I. ' s1 ° I Fl b- 1.•,,'il•; --,: I -. ~;:if tb\t, \ti• bl\r-•'' \1X/^Iwlw i tw' t • w /'' x ~ _ rl- tee.?,bl\,w•^ 4'. ,O, •,„,,,,,,,,h`:"....],•---1..--- .° w:., i•1.ajw\^., ,.- olc wl i t. I I,.•.`A a,. Q'.?, pbe Qabb ,.av b\,..!..•\'..,,, -,, h'.h, 1i: p 8o g'oep wiT1biw: w n •N Q vi,,,,b';I.::: •w;\I,w. 1\Cn.,',.,. w O1^o Nl % z v i w w wi iI I Rc! 4 c,t 14Ib b r; t„ - 1f11 '- 1 . I y 1 I% 4 r i0\I21 e,\Iw•^ •2 I tr.•!Nw lk'j uy,, w•\lAv1\11 I\,I,Ib1 h„T.I,,I,I\ „ t 4h a11 hIi Qr. 1..; I I ,h ml n•{w" - r '} z:. 1 $I`.bi$,,Io j{ a. rI•'wl•wA .t._ _-b _. wl.r\, ,. ^ .^ Ak.., wlnf.•^I^, .1 r r4,6111tio.o-•^ ,. IQ a w I •h -. -a,,w w'wl}w„-n}wlwr^ E I^I If)\; b„ ,• I\I~ ,w 7J•.t. r-++_...1.__.%. - .-._--4- 1 1 _ ..A1-4-.4-14-4 -4 . , f_• .``\ ,h A h L ,r!,G.„7.7,";w oil,h•^o-••• w k.,•;,-.t.....,..,,,,b•\\b\*Ttw\\y.,w.,\ It_ Sipy,I C j- I ., f 42 ' r e 1ry-1- _ w-,F -1P.-.1.'".iwih•.w1e I iw 1„' 11°LL . r r.1;`IQi`I ,.wl^ o . '0 " . 1. e o b,w•.,....K w A,T n7 wl Iw,w a ,j ol°•' I-. N ii1 .'._'1. YAM T +6 T 14,w }\ I.i") , I ( E A ' 'b Q 1 1 2t ....... ^ bI lw A w w w w w i w w w n*+ } V i'-a.aob\we I •nAwI,nnlw•, I 0 • .1 \ -}}~b\1,,, \,t'b\y wl\_ 81 i _ . q.. i I- n, y ., 1-.1r;,--,-.----w- .:,1~'^:.,".x.11 I w.Th,lw SwIw1Qw+,\g Iwow..l\z a$i l' 1 _. 1 i I:.h _ b •b C\-hl 1 ,• w i 111 I.1'''q,' 0•..1 A•..". 111,,,n^^w f e.C k\b w,..Z hl,! e b 1 f ,e •. I w'9tw 7h\wlw L A'•le. ,^.. Iop, c. rItobbrbwnl 1. 1•,,Ih\w.r.w w•-1 +" 1 IN.^-wjn^} z 4..t . ,o,i 7°^ J u7it °ibl\,w { I!+ Iwt2 •w I•'+ bww,,t w:w TK wwli°,^ww°I•.L,°+w 1 o°N1• _`. 1_ Cej i \Izl\I\-\:w.•rl nP Ij°. hilwly Nw g,`„ilw;.,,..;..,,A"f_ w A••••••,""'1,,1.4*IQwI^w alwt,1Q i, ,tllA 11 -•--70;bm'• w 1!' IrtIZ 1.2 1121:1* -- e.r ^;ayl,. Ia'r°1,,w^_' 1.1,,t, •I_•*S6Z Q l.. lin-4 _ -4,8,'17.1--1\ 11 '.•1 Nlr~_1iy,-1 4 a I ,"+bw1••, 11 I,?! !,,a N0 21,,,..1.•.1^1 ,I 1w j.,.a 1,, %.4. whlwA.w1\ 191'44,,. °" it: w \ ...Al9. 1.. \ a'Q\.w b w;1,.la"b w•. Zit 1 bt11.!\1,.11.1,.,• . tI` I.hw waZ,w ^ 11.'4..1 I nbw n 7'w" R ^ IA, •.•,,an Ikh:iZl,;„ i, 1 I - I.,.1.,.11.1,.Fly l,• I r 9;eW .•w.6.1-0.:"?,...w:w ,nlw.Q LA.\. '4.11 `p O -I 01/ pl 11 J 4.,\,.i .•, * F^-_-Iw 2 8w:'','t4 *.,,,. \• w\•w., .,..r.•,.,.• Ij kl 1 t bl=,'wl w 1...4,w, l Ali i b w, 7..I.--,....--,fi e'•^Iw .{TIi w1+z •Iw\"jl i,h'ilo10, y 1^111.,. w.' ..i 121\i z214 74.,wt•,itiw.w• wwOZ.`•el kPi 1 •1-- W1/N...Y „.., 1 r... tV\It•......no;Z*niQaly::.4,a,t,'bia 61alt 1t ..i‘'wx." wo..'a^ •i•.Q ,j 11.111'o' loiii•', k, QCt in.. yI 1\w.l•wi.h .i y l._ bl}}- rrwr+,,T5,r'w't'.1w 41w}(a w'f, A, 47 jj ir, \',* h'• ..,, ii.,. ii,..- t141.. - %it, wl Z,b/ i.0•T .1 !ir w.,: '•i\. 11t 1 '.`' g ' W 2 N t lrr \,.+Q `w w V O 4.7.7 w `r.!N 14 t t`'.•,f$•IZI-;cdt, 7 ~ • -1w'' ^,.'h+.Zl•.,4'wA i'\ _ •!....! !w.Zw,w .,w w` rojw a.} a.•- r Q 11\i\\., 7 21.1, tzt 't • AwwT_1ii-r.,wl twna! -4 l$olZtVt% i+ I I' a' ...r.,117',lwnwi '- I. • 1211 .. Iw iw'4 wlwl7w'I.*1 •%i -1°11'1' M} I a.1 ,--•', f \ 1,1.1.161 jrlw- i • ? ,• 11 I .I ' h I / 1• -1.1•Ie •Imo•-I I1 11f1,111 I v`'I i•I • 4 I T. .i If" •I = 4ISIli; .., 3 1 III I E 2 ioi t3llti [ 4.4 r 1 }iii 1 W 11I s1,;,it .4 $I,I} ti1:Ia Z.5 7-4 i«i Si' , 11.PS 1 ,.sl_.. _•• i . Zj . 1 . JI I rlitjsi • -,•_wia l• •l _ i _L`__ ;•I _144110S.14 1j alit 3r ...m tromp.t,l.me **wools, i P.sy mora swam/W*r.s e.m•yrM 1 STANDARD COUNTY OF KAUAI D-46 SINGLE BOX CULVERTS COUNTY OF MAUI DETAILS COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE I m at e 1y I H U r v CD II y yy j g I. M'-' ...TTT. 4t-1*.•r+13•/ 2,. coal 4 11.° ' b CD t.1..' Y•L 2 2O ;14k .. ••I"'•A 71I' I w ' oi, sol,. .' w : ,• ,••j :hi .14la l a 1 a 4, A I 44, tl.-+..1.•1 1;1...:1_ 4h 14 r , , I•t i4105, 17;;: iI a i'O. :It-.41.4• .-.I ••I• yy.-4t. kl Nip 14 i„ h z J ` 11 w a `. vi'tf .i4 ,1Q,; ;1:4; •I t 11 •k-+}-fyyyyy y 1 i '41° V1.2 VS•. '44^41.4":,•.%' I**'‘‘I i.ilii d ill i -"r ___ l'i a ate a 1•,.;[..h: I•I.II Ia;.i ,OOI a•y e. 1 i 1 Q.:vI. •1/.ae*MILOw QwM12.y• ox lj f.•I•` wl` `wIwC4141'. ",to ITT''^^ IL. III ployy.ill O:v .• k3,2.3 4e.•w 1 C' , 1 o.j`.w•I#w' . Ito.Iij191.1 • ` h,^,G'. . . •••w.' : w O 2!"".Iw t:wrw 010,4%,9.1•Iw 1 't yy t 01: 4,417•77.13'e I• •••.• xo$t IaI 1•1 p`•2[1 •L$ • A•%00•:1, .. '12y43 111 r _i.n• Iwo' ..y.+•. 1... . I 1 2 ...„„a.,„,..„ ,..y L. .•1oN 1-......,..._Q.F •I•, w,, .I,•.1...,211.3: 0 o o•lw-wlw/4-.7;Q11"esti 4,.. 4.'-'%•-•,,1 w c,I .Iw'a w .A. 7 U w•L7 Si •. 4418 d ,2 Ira r,,$* Ft.. I• .I•,I,..7-•..,*t .h.'.!2E:j AI8, I R I••tC 4.• 2.03. U w w•, `I•I•I! I i:1 , - 11" 4••,• 1;;: k,Z .s 1 ••Iwiw V r Iw 1 'gib•wI .w P •Mw •v I.:t' .i.41,41..1441-1,.. .f.1.t...4I 6t Ial w.w1 •lw 411•*•4 wd j 1 ; AL•. •Iw4 wr,%,. _.:S?„,1'I•r•d NU w..l•r • tti..,414 ['C tie: Ii,lOvi ,.w owr,.w.Yi.i.1.6, .1o w, awl '::w•I'j. w e4'. v.• Li 4' 3: 051: 547.4:1: 11: 4,47 :.'441 , 1:::: 43 1. I, -t•:„- • 'w6 Deo- Nd 1 RI Ux, .1.70~.4 E Ila y ji•.I;#,;..•; Y'• 5, tTg -• ` 9 : i.I Ip' I" a2S u. !. ...a 14H 4-•"• i -I 2 Z•l Qw,ww.0:IYihim a.63: 920813390 12Y.1. •' t... A •I 4” w*0 AI. . 7j: i$ kwf I'']'["] 1,q]7`.z!` gFZr! y 4 n.ppw w;w w'•j 1'' .•3 x % • all?®' -r:11"0*NCM 1::: ..1w7~w„:1.01 ril 1: 71.q7 1,.x161' •Ly;iYiril- trio: eh' 4 ,14.'•,,, ft;i1oi,1%tim y .•. • w •s•.• FI3tI"° pa b•a1izas, ali-icut' -300 i ` 1\ 417::::1401,...r.:1..•c•eria•1114.01l .z.1-,• .03:11920.11=-11104. 1 IOtt1` 0 -•4•.: 1 411I_I j ,,• .:I'ii•-S4•! Zf 0• i ;•h• f I IN tit oei.•i1! Iac • . `.t f 1 ttmists.1I • I 1'•I I !A - I• • , • . r ! it i 1A I , k It i al i ii " I Z = l .1 1,, a tt y rYI 1 itu ' '111141 4tii y l l , Jr Ir+7II ili•t •] , Ie• rl V i li'•1 81 1\111 li •) i i4) . I1,: `.lirf', 1 . 1••.J ,••.r /w...UMiY wows*, woo IM.1 VwlW we 1 [ MIM kei COUNTY OF KAUAI STANDARDCOUNTYOFMAUIDOUBLEBOXCULVERTS D-47COUNTYOFHAWAIIDETAILS NOT TO SCALE SEPTEMBER 1984 4W 41—..I C - 1 a t a 1 -rasters• . f a rt KI o i 1 reril ,weu. It q18`.... r..c..,!: !^‘••• it„I':,'..,.. 1.-"'-'!...%;;;i1 I ! i S 1r,' .. t-1 iri 1 I.I,t+ d ..0 1 i! I. -- I,,W• .:n.h IA\, +0 7777 4 : I l, b M til W.X' tle`IelgnZI.w1 ,ASI- 1$ Z.' t it a r7 fb L1_,[ac r'.+ [ l]A'2' 1.4,1 ,t'Ir 1y.2 y 1 eE.7.; 1 h b1 f4 F I „,s...,,.....,! ; k h w Inst .yaw: e.,..A eiw.t. , c IZ• a yy 2 y1" c t-1."t I- p•w \.r,.. 1.1.'' •.'tiA'I'I•,*Q`,I,d'!•1I"ole11 c' fI 1•4'.1•.11!H:!,?.. 1^...1 i : 1 IN v8 ti-^t• z' '41,-1,1";-:e.12,,':2 gr.!.1' ]( I I.I.....' RQSb...,- • Iw. o'Sj w `:ai•jY 41'61:4•.IIs.E CIL-) I., \.\A,. A 6',R.1.•,.x'SI.." S .I.n2.•.2'• l• F2r• I••• •. .I I% t.•1 4.••,!..!n.w• E I cY i n ^g I oR Ql.w.YI-j.YwwnQ ®' j M !7.1 } .- Ir_ v.A1'•W.::•r.1:ralSA \ jc pjbfw.,w...^..Iti:: ..Iwi.wa 1 Sia:. Ay w .I, It•w-11 1. 'Swti I al fl.. A. •...1Li•r w Q Q': — A.IwI••1 •I- '•1.2 Ittiwlw•.' t' l1IYv ,040 ' it; . -....... a 1,1 go X12, A•. •, j. ,S`Sl.w ^.rfln .:. .I I: .. I T - 0ZIS111/I I.^.ilw.w '. •. wwl.11l III !. 1 44r—t- elk t - l\: , 1 I k11*i!r r..w '.•.,,v2^Iwron.l't,gw' .ii,„.,rw, Qss :1' I.In Int. .I ^b wl.. Oi"t w I.Q t IQ a..R .. 'bA: SIQ.fj, `titit;l ii Ihy ,, 4_4 .Tr e!11„I_,.n w•l $-;;;,eltrA'IZI. :, o!2 ,A' ..t..4! Sit. , I - 1 att'. i.,-•i• I`Iwiwhl 1 I b ,'.,+ A-:21 I Qiw',mot 1141-t-11e'r,.wlY!A--'. I{•rQ c. .lS' a® I t r'c• r• c•.q I.•i. ..,t A.. I.IV RS•1!IGjEZw .1 Iw w. i oil"w' VE r Y • I I •, ! I I. 1y.nl ..Iwn.'niwjw yi•.. jj\ g1`®.IQ w F.•YI !o•1'j P.I'.- r%,. 1 ;.; n iswwI.1C Cllti O jr.\.I4 AQ I-AIQ SIS.IFI,,..A."pI9 12 9g1n .e' t `7{ I'z-zir.5 wtt ''A.n', Q'l.Iw Ili C.: I EI-:fowl...7'^ ` ^. 5, : M•Tree ,.1. ! n` .•; 1•••.r. .L - C: or ..,„,•1:-..'.a,'.;..z er.1 1L . f.. .,• iYl,hlYu:-.4°21\. /.I olr,-Q- .Q.ABY;-; Q; QIQAIY. h ,4114201:3N4.'21Mw w. E: ' I._Q:w...`AIwI •AS:taQiQ..kA 4. 1 t‘i Rift ,.6••bilgi•t7 i••z:•61••'gel 0E- • -•.It 11•601k,Nal..lei, _,,. ..1. 5. ,...fl.,w YIK^Y 1.,Q.QI\• 1 O.. wRtr*I\R;,.1Q':7:. QI 5 ky4 I1F..Q r,4 .1, 1E`1 1 LL k.I.Q I A • yy,, 41 IIS.N'k 41101111p.i=r,,A.. ri 16'11'.- 1u- • Iv ill fl.w ..1 ^L111 .Q. We• r' w, y1\ .1),w.w.w 00 I! Iu O in .1],,AI..c w1,' 6 .0. yg. . .• : b r M.` 1.1'1 QI I+F^I@1 I, I•I 17 DCUZI iriliw' 'V©CI.! e1M ..yt `' w. t„S•:Sl 11, 1 I j N l E2:11 4Citi iti '6-I^DE A]. r1.k•Q .w V- R39-lw q It r n111 r a I 1 1 I la ti ca hac ti. ' I k+! t1 tzf1.1.1.1 ski 1 I i_1 f 11 k`.' 1+, .; .j • 'yI'' I 414 i 22 11 I o 3 2 k I 4I8 lIt{ 1! iht y4 IA j' y '" 1®w a• ®!}i •I [ ii t6.i yi,,AI ft] . 44 ' 1 ?f''ftiLIit hit0J ".D 'ma .Mt ryw . .ap.41.41 til ..w'! PION M:gl`w '1^s .....+w COUNTY OF STANDARD TRIPLE BOX CULVERTS COUNTY OFMAUII D-448 DETAILS COUNTY Of HAWAII r SEPTEMBER 1984 a NOT TO SCALE 4 CONT. PARALLEL TO TOP 1.- -'°.- -."----"-------------. L. o____,...„Z.B i , tea.N°z .VP`s°'- T-1 g" 4" WEEP A' BARS 4.DITCH C. STORM DRAW I + 2P`Gb f HOLES' S / 4012" I __ _ It TRANSITION –7 611 N111itmaa, 14/1 -111111 p W. PLACE 2 CUBIC FEET PERVIOUS MATERIAL IN BURLAP SACK B SECURELY TIED. LA L SECTION A-A PLAN TRANSITION TO RECTANGULAR STORM DRAIN 4 CONT. PARALLEL LINED DITCH a P.TO TOP --. REINFORCING ZN 2"CL R. t 4012" z TYPICL2"CLR. BARS--t 4012"- 7 TYPICAL RCB 6 6.. " B" BARS— A" BARS 1. 12" f 1-"A" BARS PROFILE SECTION B - 13 H TRANSITION REINFORCEMENT H.W. REINFORCEMENT 0'- 4"r4 4 12" BOTH WAYS CENTERED *40 IS" A" BARS *5 'J 24" OVER 4-6" 4`4018 B BARS *5 0 24 OVER 6'- 6" A" BARS *5 W 12"B 0 12" B" BARS '5 0 12 " NOTES I. PROVIDE A CONSTRUCTION JOINT BETWEEN THE TRANSITION AND THE STORM DRAIN. 2. EXTEND THE LONGITUDINAL REINFORCING STEEL OF THE TRANSITION 2' INTO THE CHANNEL. 3. IN LIEU OF PLACING THE DOWELS BETWEEN THE TRANSITION AND THE RECTANGULAR STORM DRAIN THE LONGITUDINAL REINFORCING STEEL OF THE STORM DRAIN MAY BE EXTENDED 2' INTO THE TRANSITION STUCTURE. COUNTY OF KAUAI COUNTY OF MAUI RECTANGULAR TRANSITION STANDARD D-49COUNTYOFHAWAIIDETAILS SCALE: 1/4" .. 1'-0" SEPTEMBER 1984 rA oWELs'4.I2'xe-o" tempts CONT. PARALLEL TO TOP- S. r8 B'BARS B"BARS P •A"IiARI DITCH STORM DRAIN 4•WE[P OL ES 4olt TRANSITION S. IS u PLACE 2 CUBIC FEET PERVIOUS\\ MATERIAL IN BURLAP SACKL.}8 SECURELY TIED. Ar` O1= SECTION A— A i.r,i MOD HEADWALL--/ I. 4 CONT.PARALLEL TO TOP- -- - PLAN ROUND INLET ONLY TO 7 SPRING LINE TRANSITION TO CIRCULAR STORM GRAIN IpD NEADWALL LINED DITCH WALL THICKNESSMIORCMISMOOHEADWALL R. yT 4olt' TOE OF SLOPE OF SIDE WALL W TM M z Ct OR * e LR Ilesans OSP i TYPICAL vBAR: Re rr'BARS DO1PL o' .......:/) NI= • s d. QIt'BOTH WAYS A"BARS l _ 1 e_ Ir'SoItr BOTH WAYS ILT--'''+' ` rr7-""" 0 3'- CUTOFF WALL FROM FLOW LINE) I 0 FOR UNLINED DITCH I_ J ii0Q11. BOTH WAYS ALTERNATE FOR •0' DIA. PIPE OR GREATER PROFILE SECTION 8- 8 NOTE SEE RECTANGULAR TRANSITION FOR GENERAL NOTES II STEEL TABLE G STANDARD CIRCULAR TRANSITION COUNTY OF KAUAI D_JO DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE LENGTH OF CULVERT I 12" 04 BARS—r 1 SKEW d" BARS OR SPACERSAliI 4 HOOPS CZ 12"a ' f#1. CULVERT Lem.............,All MAIN REINF. R=T3 1. I,. I I.--r 1.1 1i Aim . PARTIAL SECTION PARTIAL PLAN — SKEWED PARAPET DETAILS FOR SINGLE SPAN CULVERTS LENGTH OF CULVERT I. 12" I e' BARS SKEW r T l , RAD= 4 HOOPS p 12" I"CLEAR i_,.1 INTERIOR WALLA-- ft:T3 f" BARSlib 1 INTERIOR WALLI1111111TREATEXTERIOR 1 , WALLS AS ABOVE) PARTIAL SECTION PARTIAL PLAN — SKEWED PARAPET DETAILS FOR MUTIPLE SPAN CULVERTS PARAPET "f" BAR NOS. d" BARS SHALL BE AS NOTED IN THE SINGLE, DOUBLE AND TRIPLE BOX CULVERT DETAILS.SKEW coot 1eo 310 ANGLE TO TO TO SPAN 15° 30° 450 3 ' *4 *4 *5 4 ' *4 *5 *6 3 ' *5 *6 *7 6 ' *6 * 8 *8 8 ' 08 "9 *9 10' *9 "10 *10 12' *10 *10 *IO COUNTY OF KAUAI PARAPET DETAILS FOR BOX CULVERTS STANDARD DETAILS D-51 SCALE: 1/2" - 1'-0" SEPTEMBER 1984 CASE - I CASE - 2 REINFORCED CONCRETE BEAM CONCRETE SUPPORT WALL I-!/S-4 BAR IF 7 11 ', SEAM If PRECAST 41r.`,..6._a--- -_3 . 1--"'I""'6.,'_ 1 til D. CLASS C r MIM. it CONCRETE % 1 MIN, III CLASS "A" MINIMUM S ARINS I• 2 REINFORCED rililliN; SNAIL f[ 1/2 OUT- I/!0' CONCRETE SIDE DIAMETER OF 2"MOT Suw PIPE i, LESS MINIMUM SPACINS 0/A '/ THAN S" BARE SHALL B[ 4" I/ - '• r1`' = 0I r 0 L OLA DIMENIIONS OF REINFORCED CONCRETE SEAMS: TYPE A' TYPE 8 TRENCH DEPTH OAR SEAM I. SUPPORTINS WALL SHALL HAVE A FINN SEARIN, OM WIDTH OF BEAM SIZE LENSTH THE EUDORA DIE AND ASAINST THE slogs OF THE 4.-0"or S" S/O"• 7'-0" EXCAVAT ION.M 14 4'' 4" f" 1/4"• T`-S" 2. WALL SHALL SE AT LEAST t- INCHES FREE AND f'- 0" I-I/2" 1/4"• S'_o• CLEAR OF ANT SAO OR WATER OR OTHER CON' S'-0" 10-I/i" 1/4"• 5'-0" OUIT 011 DUCT. 1 3. EITHER TYPE "A" ON TYPE "S" CROSS SECTION7''0 It 7/f 10' 0' MAY SE USED AT THE CONTRACTOR'! OPTION. S'-0" I 3" T/S"$ II'- 0" 4. WHENEVER SO DIRECTED ST THE ENSINEER. THE I. WIDTH OF SEAMS SHALL SE NOMINAL DIAMETER NILEC TORCON PIERCE VENT THE UNgAUALWALL WITH SPPRESSUREOFPIPEPLUS2". RESULTINS FROM FL000INS THE SACK/ILL. THE 2. LENSTH OF SEAMS SHALL SE THE WIDTH OF VOLUME OF THE PIERCED OP[NINE SMALL NOT EN- TRENCH PLUS 1'-0".CUD VS THE VOLUME OP THE SUPPORTINS WALL. S. REINPORCINS STEEL SHALL SE PLACED I-I/t" CLEAR FROM THE SIDE AND SOTTO' OP SEAMS. 4. IF SEAMS ARE PRECAST, IS" AT ENDS OF SEAMS SHALL SE SEDOED IN CLASS "0" CONCRETE. S. CLASS "S" MORTAR SHALL SE PLACID BETWEEN TOP OF SEAMS AND SOT TOM OF PIPE TO SIVE BEARING. CASE - 3 CASE - 4 CAST IRON PIPE SPUN REINFORCED CONCRETE PIPE COLLAR OP CLAN gTORM DRAINS ONLY R r*A "S"MORTAR I f M Ws r..-. CAST IR _. 1 1/S d .__ZI•. S UN NsImpORC[QILi7 ON IPE n • CONCRETE PIP[0 WIN. ilm' CLASS"D'CONCRETE QOM OM -- tl wrR. SUOMI WIN. MI 1-+A MIN.A-A Y MIN.41.0 r14‘ t INSIDE OF CAST IRON PIPE: I. CLASS 2000-0 SPUN REINFORCED CONCRETE PIPE CLASS ISO PIP[CLASSSSOPIPE OF THE SAME DIAMETER AS STORM MAY SI USED FOR STORM DRAINS ONLY WHERE WIDTH OP TRENCH INSIDEf" S" IO" S" S" IO" 11 S'-0" OR LESS. DIAMETER 2. BURINS OF THE PIPE ENDS AND JOINT CLOSURE TRENCMMAXIMUW4'0., -S" S'-r1'-0"S'-d'S-0"O'-0"SHALL SE THE SAME AS FOR CASE 3. NOTE: PIPE SHALL SE BEDDED IN IS" OF CONCRETE BEYOND EDGE OF TRENCH. METHODS OF SUPPORTING STORM DRAIN AND SEWER PIPES ACROSS TRENCHES STANDARD SUPPORT FOR DRAIN COUNTY OF KAUAI COUTY OF MAUID-52 DETAILS AND SEWER PIPES ACROSS TRENCHES COUNTYOF HAWAII SEPTEMBER 1984 NOT 10 SCALE. STANDARD DETAILS for Public Works Construction September 1984 SeWerS PART Limit of payment for trench repavement 6"Payment trench width 6"A C. pavement I •I—. See table below I I Base course ' i,,(/,, 1/2 trench width 1/2 trench width i X44 G . i R, ••' 0 u• . v rpN n ; f'! LCrushed Rock01.1V. , o Cradle Trench ri;: ;tri • , ,,. t.;•, r;,,r;;i;, Grade r...0 i', i,•:i17 .`i ,.. ,:104`.4i31 ,( Yi/<Y/,.;:-.4,/ ///,':. .piin /A./4,,,.i oit NOTE : Payment width of cradle shall tie payment trench width. PIPE SIZE PAYMENT TRENCH CRUSHED ROCK CRADLE WIDTH 7,Y " Min. CY/ LF 2 4"4'+_ 0 42 — 8" 2 4" 4" 045 i 0" 2 4" 4" 047 12" 3 0" 5" 0 7 3 1 5,, 3 8„ 6" 114 18" 4 I " 6" 1 3 0 21 " 45" 7" C3. 24" 5 0" 8„ --- ---,2 04 27" 5 3" 9" _ .2 38 30" 5 7" 10" 11" 2 80 36" 6 9" 390 42" 7 6" 12" 457 4 8" 84 12" 5 46 5411 91 „ 12" 615 ROCK CRADLE FOR SEWER PIPE COUNTY OF KAUAI CITY&COUNTY OF HONOLULU ROCK CRADLE FOR SEWER PIPE STANDARD COUNTY OF MAUI DETAILS S-1 COUNTY OF HAWAII NO7 10 SCALE SEPTLMBER 1984 1 4--- 4 1/2 trench width /2 trench width ZU N O c apa0, s` a 1% i oviO• t i U n n i - I 1 ,- Li u_1 `.,',,,ii i..,/,// —- M.•' t,) - I •fib •. s. •.I Concrete block NOTE : Payment width of cradle shall be payment trench width DIMENSIONS OF CONCRETE CRADLE Pipe Size a" Width 6' 24" 8" 3' 24" 10" 3" 24" 12" 3" 3U'" 15'4" 38" 18' 5" 4I11 21" 5" 45" 24" 6" 50 27" 7' T 53T __ 30" 7" 57" --- CONCRETE CRADLE COUNTY OF KAUAI S-2 STANDARD CITY& COUNTY OF HONOLULU DETAILS FOR VITRIFIED CLAY PIPE COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE Concrete a A e. 4. Brick 4f , v METHOD OF USING BRICKS UNDER CONCRETE BLOCKS Not to Scale V C P ;)e _. Class C Concrete Concrete cradle,. J1 - - It l r _ . 4 I Brick— Concrete block -- ELEVATION SHOWING METHOD OF LAYING PIPE Not to Scale Contractor shall set Concrete Blocks on undisturbed ground. Where ground is too low, the contractor shall not heap up dirt under the Concrete Block but use Concrete Bricks to take up the deficiency, scraping away beneath Concrete Block to give sufficient room for Brick. COUNTY OF KAUAI CITY&COUNTY OF HONOLULU METHOD OF LAYING PIPE STANDARDCOUNTYOFMAUI S_3COUNTYOFHAWAIIDETAILS NOT TO SCALE SEPTEMBER 1984 4 - 3/4" holes in block i- 14i3bar iv hi... 4 10,4,vf,, „:„....1D0 , ,,,, cim Lk '' 49 oe:\04°.' • " el ve\ •`}- 4* 3 4• DETAIL OF PRECAST CONCRETE PIPE BLOCK DETAIL OF CONCRETE PIPE Not to Scale BLOCK FOR REINF. CRADLE Not to Scott CONCRETE BLOCK DIMENSIONS ' DIM. OF REINF Pipe Size A" B"C " CONCRETE BLOCK 6" I' 2" 6" 3" Pipe Size X" 8" Il - 5" 6" 3" 6"1' - 6" 10" I' - 7" 6" 3" 8"l'_ 6" 12" I' - 7" 6" 3" 10 r--_.- -.i' 8 15" I' - 8' 6" 4" 21r-- 8--, —, 18" I' - 9" 6" 4" 15" I' - 10' 21" I - t0" 6. 4" 18" I' - 10" 24" l' - I I" 6" 4" 21" I'10" 27" _ 2' - 0" 6" 4" 30" 2' - 3' 6" 4" 27' __-2 0T 30" 2' - 0" Precast concrete pipe block 4 * 4 baat eachtie block i 4 bars R NOTE Brick411 . Add brick for 11%, 16\ VQ° o larger size pipe ALTERNATE DETAIL OF CONC. PIPE BLOCK FOR REINF. CRADLE Not to Scale COUNTY OF KAUAI S-4 STANDARD PRE-CAST CONCRETE PIPE BLOCK CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE' NOTE: Payment trench width I `I Reinforcing bars of how laterals shall be lapped 40 dia. to i: 4 reinforcing burs of mains. A, 3'Min. 3'Min. 3 hoops,1 PPe 7-Pa ment trench , 10" o. c t • • -- c -T 3'Min. y w1• lapped 15' M I iCtendsti w Or curt-weld)--o a f 1 4 longituinal-Z_ - -- ' .i : P/L P / L Lot -A Lot-B Lot-C 3' min. 3' min. * 3'min Property Line 1 lir 6" Lateral Y 1/e Bend lig Bend ii._ Y Sewer Main Y LAYOUT NOTE : Permission is to be secured from property owner before construction at property line is started. 4' for Maui only Property Line Ground 12" Max. past end 2"x 2" Redwood marker or o pipe 11/2" PVC pipe cut flush with ground Excavation line for lateral installation w ; 6"x4" Reducer (Extra heavy C. I. a ; Soil Pipe or Rubber Bond Seal c or equal) 6" Ye Bend or o i V16 Bend as needed I% Min. Slope IIM=110001a. I 6" Lateral for g_rfhouseconnection6" Y- Branch 4" Cop with Rotate 45° from 1 horizontal unless compound otherwise directed DETAIL AT PROPERTY LINE AND AT MAIN LINE COUNTY OF KAUAI STANDARD LATERALS CITY&COUNTY OF HONOLULU S-6 DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE 4" C. 0. w/cap tet`/// ///~~.//// Property Line Private Property Road (Right-of-Way) 1/---- 1 11 tLA 4"C.I. Long Sweep Bend 6"x 4" Reducer 6" V.. C.- 6 h.__ It 11 1112x12x4 Concrete Blockla18" Min. 24"Max. ADVANCE RISER CONNECTION Not to Scale CITY&COUNTY OF HONOLULU ADVANCE RISER CONNECTION STANDARD S-7DETAILS NOT TO SCALE SEPTEMBER 1984 Stone or broken pave-i. ment in street areas Top soil in lawn areasSee ,specs.) See Specs.) 4, s Suitable excavated o a materials See 'pees.) 0 i), i ,/,/,',/ii,/ , i// </ 7 / ,, / ,;. Select material hand 1/' ;/ " s.• shoveled into trench See specs.) std.:--:. ms s*e;;;;-;:f.l ,„\ 14 .F ..•: 0'13.•:•••ice"i' . t e 0G' ; • 04;', l•+/ , x--11 ...::i,:_14 r -Y.,..e..,..;447.:-.,:.1moi-'.." 7':A:-J r yes 1' NOT TO SCALE COUN1Y OF KAUAI S-8 STANDARD METHOD OF BACKFILL CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE t of Chimney100" 10' 0" Grade 1 o No machine backfilling between these points. Backfill to be brought up evenly on each side of chimney by hand shoveling. A Cap B s ,._.._ 811x611x 611Or;. Double Y (See note) r s 1!. • Class B Concrete ii 2 Lateral ties II 121o. c. E511 ;i.• i: EC8" Pipe 0 6 .. . 6 6 1. I....6. 2 a.. 4 Vertical 0N2min. cover 1 i i i N 4 5.I •r, sl AN L 111;.% N., 15" moi i r-_6°min. fJtondord__ t f _..._ith I , N c 1 8 branch I N 1;... . . ..... . A... 46;* 4 4. . • k. . A •, 6 min.M I-.—_ 4' - 7°2" cover Variable r_17I0.0.of pipe A 44 B SECTION B- B SECTION A - A DETAILS OF CHIMNEY Scale. 1/2" - I' - 0" Double 'Y" may be replaced by one or two single wyes with inverts as noted ontheplans. NOTE : All reinforcing rods *4 except lateral ties. Laps - 40 diameters. COUNTY OF KAUAI CITY&COUNTY OF HONOLULU CHIMNEY STANDARD S-9COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 1/2"• 1'-0" SEPTEMBER 1984 Type "SA" Cover Sht. S- 31 1 I Type "SA" Frame Precast Grade 44-z.--;•.=-....:•. Sht. S- 32 r 41 Ring - Sht. S-2 I j o M Ru, SA 36" Precast 9 Cone - Sht. S-21 Sh . S-42 Type"SE" Precast Runs Riser Butt Sht.1 S-45 Sht. S21 Joint Sht, S-16 ININVIew lommil zoom 11 Precast 11.11011MQa' . Qa=.. Base Sht. S-14 PLAIN M.H. PLAIN M.H. SHALLOW DROP M.H. BRICK 8 CAST-IN-PLACE) PRECAST) SHT S-13 SHTS. S-15, S-28 SHTS. S-26, S- 27 I AlwriiT -ol.N Precast Eccentric Cone Sht S-22 Precast Wall to Brickwall Adapter Ring - Sht. S-23 11r----'--- i 1 u--yh 1.i v....11___ Type "SB" Cover Shts. S-3.iy S 34 Brick Adjustment Chimney Sht S-25 L......TYpe "SB" Frame & lawnFrame Cover 22" Precast Cone Sht. 5-35 Precast Wall Sht S-41 mum Sht. S-21 r i Joints - Sht. S-24N Precast Wall & - Ball Joint Shf. S-24 1 LnmUMil ADDITIONAL DETAILS Cast-in- Description Sht. No. PlpcetB. se , ADDITIONAL Pressure 5=38 • Q. _ M.H. Frame & Cover S 39 Type "SD" Frame S-40 _-...- ing.... _ Type "SC" Rung S-43 DROP M.H. Type "SD" Rung S-44 PLAINM.H. SHTS. S-17, S-I8, Modified SB (Press) s_36 36" TO 48' DIA. PIPES S-29, S- 30 Frame a Cover SHTS. 5-19, S-20SCALE1/4":1.-0 COUNTY OF KAUAI S-10 STANDARD INDEX TO SEWER MANHOLE DETAILS CITY& COUNTY OF HONOLULU DETAILS SEPTEMBER 1984 SCALE: 1/4" - 1'-0" - COUNTY OF HAWAII MANHOLE NOTES BASES 1 . When precast concrete bases are used, a leveling concrete grout of 2" minimum thickness shall be placed. WALLS 1. When precast walls are used, the height adjustment shall be in the bottom section . 2 . The precast manhole riser section shall be cast with openings whenever sewer pipes must pass thru. 3 . Openings in manhole walls shall be patched with epoxy grout when required. 4 . Precast cones shall not be used in easement areas unless approved by the Engineer . 5 . Manhole walls of reinforced concrete shall be to a height 1 ' above normal ground water table . FRAMES AND COVERS 1 . Generally type "SA" is used. Type "SD" frame is used in sidewalk or slab areas . Types "SB" and "SC" shall be used only when indicated. RUNGS 1 . Rungs shall be placed in all manholes unless otherwise in- dicated . n- dicated . 2 . One type "SA" rung is used as a grab bar at the top of the manhole . 3 . Type "SE" rungs are generally used unless otherwise indicated. 4 . Type "SC" rungs shall be used in corrosive conditions in lieu of "SE" when specified. 5 . Rungs shall not be aligned above any flow line except in drop manholes, where two rungs are located below the drop pipe opening and level with the rungs on the opposite wall. 6 . Rungs shall not be placed in manholes less than 3 ' high. 7 . Type "SE" or designated rungs shall be evenly spaced. Maximum spacing shall be 16" on center . COUNTY OF KAUAI CITY&COUNTY OF HONOLULU MANHOLE NOTES STANDARD COUNTY OF MAUI DETAILS S-11 COUNTY OF HAWAII SEPTEMBER 1984 DROP CONNECTIONS 1 . Pipe shall be of vitrified clay or cast iron except PVC may be used if PVC pipeline is permitted . MANHOLE CHIMNEYS 1 . Pipe shall be vitrified clay except PVC may be used if PVC pipeline is permitted. STUBS AND ENTRY PIPE 1 . All pipes entering or leaving a manhole shall have joints within 2 ' of the manhole wall . Joints within 2 ' of the manhole wall may be omitted when approved resilient manhole connectors are used. 2 . When providing for future alignment , the bell of the stub shall be flush with the outside of the manhole wall and capped. 3 . Where the sewer pipe runs straight thru the manhole , the Contractor may lay the pipe thru the manhole with the manhole invert and base poured together. After the concrete has hardened , the upper portion of the pipe within the manhole shall be carefully broken out and any unevenness shall be patched with mortar. 4 . Drop manholes shall have a bell joint flush with the exterior wall of the drop. 5 . When not otherwise noted , manhole stubs shall be sloped as follows : Pipe Size Rise Per Foot 6" 1/8" 8" 3/32" 10" 1/16" 12" 1/16" TRANSITION RING 1 . A transition ring shall be used whenever a brick wall or cone is placed above a precast concrete wall. REINFORCING STEEL 1 . All reinforcing bars interfering with pipes shall be bent to clear them. COUNTY OF KAUAI S-12 STANDARD MANHOLE NOTES CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1954 i Mortar Type SA manhole Type SA rung frame and cover 2'-0* c o . 1. O 2 04, U Pre - Cast manhole riser Type SE rungs r:: o 0 M 5" .:.. 4 4.' 0" 5"N Vo, O t E NOTE: c:b j 0 x 32 0 I. See sheet S-I4 for v section A- A. L" cQ' Z 2'-0" Max. from • .: o ._ ---4, A, 41;"-- top of bench t o O, o A 6" Min. 4in IxI' Ni, 7-- -\ ICS i 0 iii l I f I 5' - 10" Minimum 5 bars 12"o. c. bothways PLAIN MANHOLE PRE - CAST CONCRETE Scale: vex l' -0" COUNTY OF KAUAI CITY&COUNTY OF HONOLULU PRECAST CONCRETE PLAIN MANHOLE STANDARD COUNTY OF MAUI DETAILS S-13 COUNTY OF HAWAII SCALE: 1/2"- 1•-0" SEPTEMBER 1984 1 5 bora i of .:.:: .:.... :. :71. ..E E In I t Base may be circular or r rectangular111111111111. • 5'-t 0"I; M irriun SECTION A - A Scale: I/t" = I' -'0" 5 4 o„ 5. v L.,---- 6Min." i..-- 5. Mortar around base Pipe wall plus 3g(Min). :: ip___._r...) 2* Height of base •a • o and height of bottom t •`.a . •riser section to be M adjusted as required Pipe wall plus 10 i . a= : ...4..:•• :.: A:j'. 5.- 10a Minimum5bars12• o.C. bothways - ALTERNATE BASE PRE CAST CONCRETE M. H. Scale: las s I' _0. 1 PRE-CAST CONCRETE PLAIN MANHOLE - COUNTY OF KAUAI S-14 STANDARD CITY&COUNTY OF HONOLULU DETAILS SECTION AND ALTERNATE BASE COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1/2" .- 1'-0" Type SA manhole frame and cover Type SA rung Mortar e 24" ,4 c o I 'r' o Type $E rungsU8 5' 4' 0"5" OU U 0 o c O 1 °av i v-See Butt (See Sheet S-I6) var o a x o I Joint Detail r 2 0 I 0. E c i E : • OTr, ce oa o s S ffi 4• fV... i• O it I j- 1 .l . . tT o. 1 o ' 4 12" tO ` ' ••ili IGS IL_ lkw ..• : -. . . .. iv ........ ..::........ ---.7- _-.:.4'. .., .-.... -.... 4.. ..,... ..:. .::.. 1::::.....j::' 5 bars I2"o.c. bothways 8"Plus 1 Pipe Dia. SHALLOW DROP MANHOLE FOR DROP UNDER 5.0 FEET PRE - CAST CONCRETE Scale. h/t" = i'-06 COUNTY OF KAUAI PRE-CAST CONCRETECITY&COUNTY OF HONOLULU STANDARD S_15COUNTYOFMAUISHALLOWDROPMANHOLEDETAILSCOUNTYOFHAWAII SCALE: 1/2" - 1•-0" SEPTEMBER 1984 4" 4" /-Solidly rammed C. I. or V C. pipe - I ,- caulking yarn 3°Minimum of Atlas T 3/e Minimum J.C.-60 joint compound Section of C. I. or V. C. pipe or approved equal --_ CAULKED JOINT Stoinless Steel i Compression Bond Rubber Sleeve RUBBER COMPRESSION JOINT BUTT JOINT DETAILS Scale: I" = f' - 0" STANDARD PRE-CAST CONCRETE SHALLOW DROP CITY COUNTY OF KAU HONOLULU AI S-16 DETAILS MANHOLE - MUTT JOINT DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1"a 1'-0" Standard Chimney 7 Mortar ite\` N—_\ Type SA M.H Frame and Frame and Cover s Cover r k'4 2'- 0"1 4 -*4 Vertical bars Type S1 rung U • 4k 4 Hoops 18"o. c. 0I o31/Type SE'rungs a) -1-€) o8" pipe to be centered i over drop pipe! l t.. 4________ I a 'tr-- 6, , a Varies 1 IA2i10Min1. A i 4 Vertical hoops I ' I 1T— - . . i 43 ii ii Di n, D 5 0" 5" r a'I o i, e S. c O 0 2 4 Hoops l ° t; o' I oM1 . Di I I Radius = 3' L ti- -- I L 4 bent bars i ; c Type SE rungs L>' C n Diameter of drop pipe k 4 hoop 18'o c. )----.0,-jAshallbethesameasE influent pipe s • \ ! ti o Lr E 4,B 1;—-; r C N O 0. Cyct. CD t NOTE: 2 T , i o t .`s crc!irSeesheetNo. S-18 for sections k• • j _ v 0 ' - '` . 4 Inti . . -. p . a •..v a' 0 • e .•5 bars 12'o. c DROP MANHOLE bothways FOR DROPS OVER 5.0 FEET PRE - CAST CONCRETE COUNTY OF KAUAI CITY&COUNTY OF HONOLULU PRE-CAST CONCRETE DROP MANHOLE STANDARD c COUNTY OF MAUI DETAILS c- COUNTY OF HAWAII SCALE: 1/2"- 1'-0" SEPTEMBER 1984 5.- 10' Minimum I i r 8' pipe to I 4Verticol 4 „Y be centered over 4 hors drop pipe t 4 hoops E 4 U bors - -{.. 444101" 4• c0 1 41.4 Horizontal 1 Is 1 J a 0,15,-(3. 0 * , .41 f' 1: s. • .4 um 4 bars i ' • in *4 Vertical hoops ( 6 Q Wrist of 81 Id Min. L • pipe 1 Y4-11SECTION C • C SECTION A A Sc°". '-'I - o' r SCOW: I/2' - I'-0'rII. 6' WOO i,_ t° 6' QD.of 10'Min. APPoil sides$" t- h. . drop 1.: I pipe O 4bursi ; 1 j • k m .: . lor J nn l t civ-a . 1Z111111V__ ' .'4 . i II 1: :0---..,_ — 2 in OD pv, s - All r 1 . ,. _ o. c. I` . 4 PIuS 14 1 . i L 5'- I• imum _-- ---I SECTION D - D SECTION B • g Scots: i„.. . I._ 0' PRE-CAST CONCRETE COUNTY OF KAUAI STANDARD CITY&COUNTY OF HONOLULU5-18 DETAILS DRDPMANHOLE - SECTIONS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1/2" = 1'-0" 12" 41-0" 12:_ s__ 11 , Pre-Cost M.H. Riser 41 3-*4 bars 5 - 3'-O" bars added Q\Q 5 at 9" o.c. 5 at 12" o.c. 44. R 1 401 Qi. 1 • ' ac'5 at 12" bothways t SECTION A—A scale: I/2"=1'-0" 2- *4 at Each Corner A +t 3- W4 at Each Side N 1 i _I v\ Ca 1 a ti...a.so U 04 Li ci iLI 1._ . ' . L - - N NOTE: See sheet No. S-20 4'- 0" 12"_ I12" j for section. A PLAN, PLAIN MANHOLE_ FOR R.C. PIPE (PRE•CAST CONC.) 27 TO 48 COUNTY COUNTY OF PRE-CAST CONCRETE PLAIN MANHOLECITY&COUNTYTYOOF HONOLULU STANDARD S-19COUNTYOFMAUIFOR27" TO 48" R.C. PIPE DETAILS COUNTY OF HAWAII SCALE: 1/2".• 1'-0" SEPTEMBER 1984 Type Se M.H. Mortar i Frame and Cover 8 V Y•I 1 I) . 32 7/8" __ o N Type SA rung 0 N it:. 1 N V N I ,,)-Type SE rungs Pre-Cost M H. Riser Ori.--.Z > of Portion below this line iu y c 0 r- shall be measured and I pad for as manhole base a _c 12 for R. C. Pipe E 1 1 14115 of 9 74)i 05at12" I a a I n l V 0_ l U cc T I t t HI J 1 i c: _ Jf _ 2 -o" Mox. 1 I Ot Tom• u. May be omitted when approved resilient manhole SECTION B-B l connectors are used. Scale: 1/2"=.1'-$3"5 at 12"both ways PLAIN MANHOLE FOR R.C. PIPE PRE • CAST CONCRETE) 27' TO 48" DIA. INCLUSIVE PRECAST CONCRETE PLAIN MANHOLE COUNTY OF KAUAI S-20 STANDARD CITY CCOUNTY OFHONOLULU DETAILS FOR 27" TO 4$" R.C. PIPE - SECTION COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1954 SCALE: 1/2"- 1'-0" 2 -0 r 33 54 A . 171 lisiNI 5.. 48° I 15., k. Dia. 22" CONE 5... 48„ 4.1 F•=- SCALE: 1/2” = I'- 0"Dia. 5" —: 36" CONE lye0 N 5,... 48'1_ 5., N I Dia. 1 - 3 f. GRADE RING oM 1 . t SCALE : 3 ., = I'- 0" to 1- l• vIo SECTION As/L.F col • 48"x 48" Riser __ , 0.. 15 crl 1 48"x 45h1 Riser 0. 15 48"x 36" Riser w Q_- 48"x 30" Riser 0. 15 RISER 48"x 24" Riser 0. 15 48"x 15" Riser 0. 15SCALE : I/2" = I' - 0" 48"x 12" Riser 0. 15 48"x 24"x 36" Cone 0. 16 48"x 33"x 22" Cone 0. 16 5" 48° _ 5.. 22 x 41 -1 r--- Grade Rina 0. 12 I Dia. 22" x 2 l/2' Grade Ring 0. 12 in cV °II t L°1 NOTES I. Pre-cost sections shall conform to RISER ASTM C478 2. Manufacturers may submit to theSCALE-7-71i 2— _I' - on Engineer for approval, prior to manufacturing, designs other than those shown on this sheet. COUNTY OF KAUAI CITY&COUNTY OF HONOLULU PRE-CAST CONCRETE MANHOLE WALL STANDARD COUNTY OF MAUI DETAILS S-21 COUNTY OF HAWAII SCALE: AS NOTED SEPTEMBER 1984 Type SA manhole frame and cover Mortar i/ i Type SA rung c o Type SE rung c ap n 0 V w As 511 41-0" 5u See sheet S 21 w• J and S - 24 for pre-cost manhole riser detail Scale: In= II-0" S-22 STANDARD PRE-CAST CONCRETE ECCENTRIC COUNTY OF KAUAI COUNTY OF MAUI DETAILS MANHOLE CONE COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1"- 1'-0" i . N. i ANN 1 I II 11I I l 4- 0 II I It IIjj11 PLAN 5' - 4" 8" 4' - 0" 8i. Irk I -#4 Cont. r .4. .. 4.. =N - Detail to fit Reinf. some as3' 5" riser MH SECTION Scale: 3/4"= r- 0" COUNTY OF KAUAI CITY&COUNTY OF OF HONOLULU PRE-CAST CONCRETE MANHOLE WALL STANDARD S-23COUNTYM COUNTYI TO BRICK WALL ADAPTER RING DETAILS OF HA i SCALE:3/4"a 1'-0" SEPTEMBER 1984 5" 13/41.I/27....i3/ 41+ I inL I3lY2 1/4. 1". 41. 1/5" 1 1/4.. 1 vi.. -4' . _ I34" 11/2" 13/ 41" 5. 1 5. 1 CONE SECTION RISER SECTION 511 5,2__________--\ 1- •.. •.•2*, 1 I 11 I/ 11 INMNMN --2'i M Ar R.5/L6" r R= 6" • • • . • . i I Iv; I 511 I 1._ 511 H CONE SECTION RISER SECTION Alternate Detail) Alternate Detail) Scale : 3" = 1'-O" 51t I Riser Section Mortar around bose iiiiaz 67BG Concrete base 9 RISER AND MANHOLE BASE JOINT SCALE: 11/2" 1' COUNTY OF KAUAI S-24 STANDARD PRE-CAST CONCRETE MANHOLE CITY&COUNTY OF HONOLULU DETAILS WALL JOINTS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: AS NOTED f Type SA manhole frame and cover Mortar, 4 - -I Type SA rung Cone section 5' SHOWN WITHOUT GRADE RING Scale 36: 1 - OM Type SA manhole frame dik and cover Mortar MINT., r e/d 311 Type SA rung Adjustment up to 3" permitted with bricks 4 Cone section SHOWN WITH GRADE RING PRE - CAST MANHOLE DETAIL AT TOP RUNG COUNTY OF KAUAI PRE-CAST CONCRETE MANHOLE -CITY&COUNTYOFHONOLULU DETAIL AT TOP RUNG STANDARD 5-25COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: 3" - V--0" SEPTEMBER 1984 Type SA manhole frame and cover. Mortar dill* 01.1. 0001 imimir Type SA rung 11.1111/ 0.0aft. vii/01 ammi WOO INN. MONO 1 IMOiMOS MI" 7 Type SE rungs IN MOM I° cement plaster 11111111.1 IMEN 1.1. MN MN I_ MIMI 11.11. 1 Interior be NMI bogged plastered MIMIMENsmoothnum mom moo moo mil sow Illelair Max. 21-0" m May be omitted 8 4 0 . Q_ when approvedmos resilient manhole connectors ore used. Miii4t • r NM o_ IT 5 bars 12'a c. bothwoys MAXIMUM HEIGHT - 10.0 FEET) PLAIN MANHOLE (BRICK) Scale: I/2 = I' - 0" COUN-TYDF KAUAI S-26 STANDARD BRICK MAI/SIDLE CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI GOUN T'Y`OF1IAWAI I SEPTEMBER 1984 SCALE: 1/2"- 1'-0 Type S A manhole i 1Motar frame and cover 11111* Type S A rung i I'Cement plasterkigiomillii.Brick I eft I so mammy Type SE rungs 1111111 1. 111114 . ONO Mao 1 PPM gm interior to be mom mou edh Or plastered 4 Horizontal bars Fil12'0. c. l T-b A e. , in 4. o. 87—A-1 o 4 4 vii I.. 1 F. ` 4D i4VlerticolbonsL ti•• spaced i/e of circle 1 a E o E Bend bottom slob bars up--:- - e ` ;E a1‘ 1111 , 'o 1 I o o 24. All rods interfering Z I Xiwithpipesshallbebent to clear them.- mm r . o 5 •rs 12'Ilk #o.c. bothways PLAIN MANHOLE ( CAST. IN • PLACE ) Stole: 1/2 ° I' -0' win 5 bars 4 HOriz0ntal barsi.... . e• NIED i. iir 12'0. c. bothways 12 0. C. r A, t 111Wil Ilir *,4 Vertical bars 1 IP: spaced i/e of circle I 1111.111 SECTION A - A Scale: 1/2' = I' -0' COUNTY OF KAUAI CITY&COUNTY OF HONOLULU PLAIN MANHOLE STANDARD S-27COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 1/2" = 1.-0" SEPTEMBER 1984 Mortar Type SA manhole homeMortarandcover ik I'Cement plaster Type SA rung 1100 frilla o Brick/ /II r Type SE rungs Interior t be bagged or plaste ed smooth uttokk11jointdetailFr1 •ro 44 Vertical bars t' a L spaced vs of circle--r` i T , -s I o t 44 Horizontal bars Drop connectiont47,/ ' o i‘ I-!: c, N J *42oopS Z o.c. 45 bars 126a c. bothways. f 1 8. plus_ IBendupbarsatends.pipe dia. FOR DROPS UNDER 5,0 FEET SHALLOW) DROP MANHOLE. (CAST- IN - PLACE) Scale: 1/ 26 = I' -06 iv3TES: Manhole wall to be of reinforced concrete to height I' above normal ground water table . COUNTY OF KAUAI S-28 STANDARD SHALLOW DROPMANHOLE CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY VP MAWAII SEPTEMBER 1984 SCALE: 1/2".. 1'-O" Standard chimney frame "- Mortar-., ,- Type SA manhole frame and cover -y 1l_f ' R:and cover I- 1'Gemvnt4 - #4 vertical bars MN I SA rungg plaster 4 hoops 18 o. c.- e\ :rick 80l71 f. 'pe SE rungs j IOW tt 1111111 . '4,k' . IIII Inte for to be baggedMtn 8 pipe to be A . or p • tere l smooth = AIsm centered over drop 11 mem, pipe va ies a •_• 106' mi . 44 vertical hoOps MH Chimney Pay ent distances II• u #4 vertical c ID hors spaced n Vb Of Circle ua 1.®4 h ops r— 4 hor Zontol a au 1011 . c. 2vbarsI o.c. Payment b c 0 line for drop 7' . ,. ` ' Ru gs shall be o manhole I o all ned oppo 1 a, •. . si drop Mc — c nnection.1 I as L Radius: 3. E > Level 4-bent bars . ` a — T e SE rungs ' , t C C 2- 0 t Diameter of drop pipe__, .` •.. 4 hoops snhall be the same as N c 18"o.c. E ifluent pipe 6' 11.....,:c y E_ tel c X B ti B iti.,1 k.•6. iiii •I/4 Bend li is ...... 7.-------...\ 4NTE• 45 hors, 12"oc 2 minimum cover 1 \ bothways , on reinforcing steel FOR DROPS OVER 5.0 FEET) oends 24 See sheetS-30 for sectionss DROP MANHOLE (CAST- IN- PLACE) COUNTY OF KAUAI CITY&COUNTY OF HONOLULU DROP MANHOLE STANDARD COUNTY OF MAUI DETAILS S-29 COUNTY OF HAWAII SCALE: 1/2" , 1'-0" SEPTEMBER 1984 44 Vertical - --j- F 8"V. C. pipe to UP bars - tbecenteredover drop pipe 1 1---. 11.1:1...- -- ., ~ is 4 hoops , 1" "" i&-- i i - co 4 U bars <- I mi to,4 bars ) Ol a rill i I . 0 t A 2 ......d 1. 116 # 4 MOrizont0l P I 44 Vertical I- hoops in 6' OD. Vbrie it. . 1 I I I 1 Of 8" IO rniri. j . ..--. 11 L_ 'T I r Pipe PI 1"t • SECTION C - C SECTION A• A scale: 1'2` = I - 0• Scale: 1/ 2s= t'- Os 44 Vertical bars 5 bars 1 spaced i/e of circle_ I 12'o.c. bothways I'•,.--71.°D 4 Horizontal bars wig L 12• O. C. b'. 6' wan all sides----\17 44 hoops e- . O i f barsf'' . 1,1 ID 0 . O - 0 emir. •••e • %, , • # :6' 0.10.a P711Ibfdrop Pipe i I. OD. Piei..-•f+ plus 14 4 L SECTION 6- B SECTION D • D Scale: I/2' = I' - o'Scale: 1/2. . l' - 0' DROP MANHOLE COUNTY OF KAUAI STANDARD DROP MANHOLE - SECTIONS CITY&COUNTY OF HONOLULUS-30 DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1/2" y-0" I'diameter hole Qa(`(4 Cost iron A Oo 4 A t---0 4) t setoc). Approx. weight 158 pounds PLAN OF MANHOLE COVER Scow: 1ir2"= I' -0" Si r 24' Diameter I // Ti. 3. 17 at 1'/2' = 10 V 21 II r ttIh -1 -1I — ii%/il%#/// ilii%//ii%ai//iii%ai --t + 421.1. t 314 I / 3 3/4:1 1_31/29,1 3/,' 1 23 veSECTION A - A Scow: I i/i = i - 0' NOTE: This cover is used with the SA or SD frame. N 44. \ 1B 111-1] \--t J O 1 ii%iiiil Bji%ia%aim + B 1I p% 44- 3/4 , SECTION B - B N cs......._____.) / BOTTOM VIEW OF COVER scale: we : I' - 0" COUNTY OF KAUAI CITY&COUNTY OF HONOLULU MANHOLE COVER - TYPE SA STANDARD S-31COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 1.1/2" = 1'-0"SEPTEMBER 1984 Cost iron ooppmm% 8- Ribsspoced equnIly I A A t— 4.... Iilh11111 10i111 1 PLAN OF MANHOLE FRAME Scole: 1I/2' s•1,'-0' 1'--- 1T-7/4. 24k' I' x gal iii, ---- - -An, fi DT L 226 303/i SECTION A - A Scale: 1 I/t' 511- 06 Approx. weight 156 pounds COUNTY OF KAUAI S-32 STANDARD MANHOLE FRAME - TYPE SA CITY&COU4TYOFHY OF UOLULU DETAILS COUNTY OF HAWAII SEPTEMBER 1964 SCALE: 1-1/2"- 1'-O" aQlar-45L A A ta I IR emete. 14takril ho SCI3Vni& PLAN SPECIAL MANHOLE COVER scot.: I Ina = I. 0• I'Diameter hole Vern . Wes 1-11- 4 y2' 1'-''- 1111 s 1.1. 41. 51 Not i 32 us' Dia. SECTION A - A scow: I fit• = i' - 01 Approx. Weight 260 Pounds COUNTY OF KAUAI CITY&COUNTY OF HONOLULU MANHOLE COVER - TYPE SB, TOP VIEW STANDARD S-33COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 1-1/2"- 1'-0" SEPTEMBER 1984 32 7/e° Dio. er /// A 41' 2' 31.6 A BOTTOM VIEW OF COVER Scale; Ilit` = I, - 0• la Diameter moi/j • j////%///////; 4 'g1 3. SECTION A • A Scale; Wt. = I - 0 COUNTY Of'KAUAI S-34 STANDARD MANHOLE COVER - TYPE.S.B, BOTTOM VIEW CITY&COUNTY OF HONOLULU DETAILS COUNTY OF MAUI cowry OFF HAWAII SEPTEMBER 19841 SCALE: 1-1/2" 1'-0" 11 4101) 11- P111211111111 III*/ A A ve'Slot 4, riliti ( Optional) , \ PLAN SPECIAL MANHOLE FRAME scop: 11/2' s I' -0' Approx. Weight 480 Pounds 361/e Dio. 14# "3 31,4;' Qio.4 Din.A•8 3 I Vir Dio. 1 lVe Slot(Optional) I I ii&pp sti II1II I ..0i 11 I I IIZ. J L_ J L -__== - Jam_ II -4 6' Dia.I SECTION A - A COUNTY OF KAUAI CITY&COUNTYOFHONOLULU MANHOLE FRAME - TYPE SB STANDARD S-35COUNTYOFMAUIDETAILS COUNTY OF HAWAII SCALE: 1-1/2"-V-0" SEPTEMBER 1984 2'-7" dia.e- 0 Drilled Holes 7 5 /2 1'- 8" f51/ 2* 12- 9/Ifi I Vi 811 43' 45/9 7/ 1. 7....".": 7‘,., _ ___=:= 7/8"/8' Hole 2* 2 Machine Finish R 2'-51/4.. dia. ni SECTION 49 5/8" C.I. PRESSURE PLATE COVER Machine Finish Fv I 11/2, ,'2 33/41 I I/2 lin 3'- 10" dio r SE TION 12-3(4' O Drilled Holes Drill and Top for 1/2" x 13/8 Long Stainless Steel Hex. Head Cop Screws i I '.moo 119.v Type S '8MH Frpmt andCoverDrill12- J/4 fd Holes in Frome ail, Y 1._ 7 5/9" 33/6" . Ea o O Y t-_, N Y p U. YIE0.-'.2QcUv Stainless Steel Cap Screws iiiiiminliwidiw. Q11® N Elk. a a 2C.I. Plate Ring II 'n-N o rMattepressuretight2.4' s c 3w/Nsoprene g - t c «Gasket and Grout 9 I/6"2'- 33/4' dia. 9 I/8 r-2'31!8 . m aal o FpirNG 1I'-43114" Opng1261/ 4' r u o3'- 10 dia. V T II" m N o Y o wiii sa C.I. PRESSURE PLATE COVER RING HALF SECTION-MODIFIED TYPE "SB" MH FRAME a COVER MODIFIED TYPE SB PRESSURE MANHOLE CCOUNT O KAUAI STANDARD CITY&COUigTY Of HONOLULU S-36 DETAILS FRAME AND COVER COUNTYOFMAUI COLNITY OF HAWAII SEPTEMBER 1964 SCALE:3/4"- 1'-0" m of a M5o • M I Ccs F- a W y I O 1 O a iX c - OoNv z e • U y u. C J CN N '" C =Q p C V • g aVOah WI t 3 rt- N O y O N Z 1 [ ` /£`I Z Z t tj O O O 0 C w l I „T.I c a s - u CCL11 II c 2u W Mei a 0 o • Z a d ra• . o c n c r a W 0 mA c E • 01de1NC •O Q N I • * O I., .-11. MI i a a • 03 •C 0 ; 11/ - -L lia , r" i 0. Z 76 "". a 'In .' Z a ° 1- ow- 71 10 d • Q ii O O • • Z I •iN I W W '' o) c2e 1 a _ n r I _ c N v t c Z 0: t- F 0 2 ~ a 4 Q a Q «• ; •0 F Zik _N 1e1 Q A 9 II Q E o r e 41 II c W s ,c j j N W o o V. TH Q 7 rOa0Q3Nla v : NIi __ g a. rc----D-3 43 k3 s:-/:C/4:\ 2ks\r'''')------- 6 Iit cr LL 1 N OI m a L1t=1' u— 0 T COUNTY Or KAUAI CITY&COUNTY OF HONOLULU PRESSURE MANHOLE COVER - TYPE SC STANDARD S-37COUNTYOFMAUIDETAILS COUNTY OF HAWAII NOT TO SCALE SEPTEMBER 1984 1 I~HOIe P-76.0 IF11 BOTTOM VIEW OF PRESSURE MANHOLE COVER Not to Scale 0 0 0 7/I6"Holes P 0 Spaced as shown) 10 On 0 0 in"Hole a 0 0 O 0 PLAN OF PRESSURE PLATE Not to kale COUNTY OF KAUAI S-38 STANDARD PRESSURE MANHOLE COVER - TYPE SC CITY& COUNTY OUNTYOFF HONOLULU DETAILS COUNTY Of HAWAII SEPTEMBER 1984 NOT TO SCALE Cast iron ft _.__/;!,Ini 714t,;%\0 4 Hole (Spaced as shown) NOTE: 47) 1 oma. For details of Tapped for ,3" stainless laSectionE-E see 2.2'F part` steel cop screw.Sheet No. S-37 L Spaced as shown) HALF PLAN- MANHOLE FRAME 28Isr TsIF'-- - Stainless steel Cop Screw Eye bolt- See 27yM See Detail B" below Detail "A" below gasket __ rz ' _ 24 Z" em. x e"thick Gasket BoltI ..•'.' 1. ..,: L stalnlede steel R. e 22 iC i,. II 2 x 2 x z sq. washerTopslab24 u- , welded to bolt mannoler •.• • 31 3, SECTION- MANHOLE FRAME a COVER I a e"x If long hex. head stainless steel cop screw 2-Reqd stainless r» Manhole frame M.diem, stainless steel! steel eye bolt, I g gasket A 2" Boss, 8 tBoop t r for stainless stainless 111 tk*e iyiii' 'AHI. steel it.k"'steel cap screw t . 1 Manhole top slab DETAIL "A" DETAIL °8" PRESSURE MANHOLE FRAME a COVER COUNTY OF KAUAI CITY& COUNTY OF HONOLULU PRESSURE MANHOLE FRAME AND COVER - STANDARD S-39 COUNTY OF HAWAII TYPE SC DETAILS NOT TO SCALE SEPTEMBER 1984 Gast Iron i A A I I1 At I I PLAN 2 wit 24 1/4" y 2 7/8" r If4„ Iia„ 1 714—// 11/ in 2 4. . A 11i2 2+II 1 22" I..I" 2„ 30"I SECTION A-A TYPE S D FRAME NOTE: Scale: 11/2"• = i— 0" Type SA Cover is used with this frame. Approx. weight 156 pounds COUNTY OF KAUAI S-40 STANDARD MANHOLE FRAME - TYPE SD CITY&COUNTY OF HONOLULU DETAILSCOUNNTY OF MAUI COUNTY Of HAWAII SEPTEMBER 1964 SCALE: 1-1/4",• 1'-0" Cast ironer i i I/e' Raised letters PLAN OF COVER re'k 11 rj, BOTTOM OF COVER rjf u a ELEVATION 9' Dia. 3/4 71/2' 3/4 1/emsr 71/4' _' I/s I' Long notch• Ik. ////////////%j I/4" 5 I/2 g I/4' Co 3/4" P/ 6' 4/4' i///% I _ 14' 1 SECTION DROP MANHOLE CHIMNEY CASTINGS Scow: I I/2' = - 0' COUNTY OF KAUAI CITY&COUNTY OF HONOLULU DROP MANHOLE CHIMNEY CASTING STANDARD S-41COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 1-1/2"n 1'-0" SEPTEMBER 1984 tiff 10" a p I I" dia. 1Arought Iron 4 ° 2- or 3/411*Stainless Steel rod shoped as shown. Types 302, 304, or 316 l PLAN liAlt Ak 71/2„ 2"b .__ 04 1 _ 3 s 0 N • A- • 0 1 A 1 n 7-4 lit SECTION "AA" 1 1 Scale : 311 = l'- 0" COUNTY OF KAUAI S-42 STANDARD MANHOLE RUNG DETAILS - TYPE SA CITY&COUNTY OF COUNTY OF MAUI HONOLULU DETAILS COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 3" - 1'--0" 4 slAs: z" fe - 10" 4 3/4" Dia. Type 302 , 304 IAIIMIIIMIIIIIIIIIIIIIIIIIIKI or 316 Stainless Steel . Rod Shaped As Shown rn 1 1 — i PLAN 1 ix 4 I 0 4-3/4" 0 U0 mmii p 111111111111171 i N e h s r SECTION 'AA' TYPE SC MANHOLE RUNG DETAILS STAINLESS STEEL) Scale: 3"= IS- 0" COUNTY OF KAUAI CITY&COUNTY OF HONOLULU MANHOLE RUNG DETAILS - TYPE SC STANDARD S-43COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 3" = 1'-0" SEPTEMBER 1984 7- 1/4" Rod welded to insert St'd 3/4 threaded insert0 St'd 3/4" threaded insert --—. _ _0 ral 2"x 2"x 1/4" Stainless Steel____ , Plate i ` 1 Stainless Steel Pipe Sleeve-- nt Stainless Steel Rung - N1 2"x 2"x 3/+' S.S. Plate---..„_ 111 7 2"x 2"x 3/4" S.S. Plate S.S. Bolt HMI S---- —S.S. Bolt FOR FLAT SURFACES FOR ROUND MANHOLES PLAN I" S.S. Pipe sleeve 3/4" dia. Hex head S.S. bolt 6" long 2" 4" Square welding strip fused to wall lining 2Q N r 77—:4 3/4" N Nt Gas-tight seal between plate a welding strip S.S. Rung 2"x 2'x 1/4" Plate Adhesive bond 1 FRONT ELEVATION 8 3/4" 1 43/4" r._-- Drill 3/4"dio. hole Welding stripthroughplastic Mliningand push bolt through 2"2"x2 x/+"for tight fit. S.S. Plate S.S. Bolt 4 rteeS. v: ipe NOTES' 1. All items exclusive of insert 1/4" Rod welded G11OI1C1bL j--: :to be stainless steel Type 316,304 to insert A or equal.N St'd. 3/4 threaded F 2. Welding of plate d bar to insert fabricate rung shall result Stainless Steel Rung in joints with equal strength Plastic with corrosion resistance as the locking anchor gas tight seal Weld all around for S.S. materials being welded. 3. Grind oll sharp edges. SIDE ELEVAT ION TYPE SD MANHOLE RUNG DETAILS COUNTY OF KAUAI S-44 STANDARD MANHOLE RUNG DETAILS • TYPE SD CITY&COUNTYOFHONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 3" _- 1'--0" C li:„ i' I 10,• r—s0000 o . 000000000000100000 % 0.000 0o°ao00 4y A 1A l 1 I/4] H / 4,1 . Tread to be scored 1/2't 1 1 I + in I/4" squares l I 8 B SECTION A-A At.— 1' 41 N 3.,!1 C .44 i PLAN SECTION 8 - B i 1 Face of wall 4I/z j siNP"-74=-- r , , • ' , Orrol." Corners of tread 3/4" 3 3/4', 4" d to be rounded Corners of tread to be METHOD OFSECTIONC - c rounded INSTALLATION TYPE SE MANHOLE RUNGS CAST IRON OR DUCTILE IRON Scale! 3" = I'-0" COUNTY OF KAUAI CITY&COUNTY OF HONOLULU MANHOLE RUNG DETAILS - TYPE SE STANDARD S_45COUNTYOFMAUIDETAILSCOUNTYOFHAWAII SCALE: 3" = 1'--0" SEPTEMBER 1984 1/4" Rod welds d to insert St'd. 3/4' threaded insert Plug weld • _ Plug c • . V eki • - 4 V'2"x I 1/2"x 5/8"isiii stainless steel plats 3/4"stainless _tssl bar ---3/4"x 2 1/2" S.S. bolt 11111111111111L with washer FOR FLAT SURFACES FOR ROUND MANHOLES PLAN I1/4" 2 1/4" I1/4" I I/4`' 2 1/4' I1/4" 1 f- Welding strip ----\ h- H fused to wall1lining P- 1. ID NT- 1 7 -- :7.a 0 1_ a 1 2, I ii " v, k- I FRONT ELEVATION L.... 4 " 4 1/2 " NOTES, IWelding stripJ- I. All items exclusive of insert to be stainless steel Type 316, 304 or j equal. 4 . 2. Welding of plate and bar to fabricate rung shall result in joints with equal 1/4"Rod welded • anIcrnn rr it:insert uuuu uu u strength and os Stid 3/4 "threaded -_ •°' . • . a insert Plastic with locking anchor SIDE ELEVATION TYPE SF MANHOIIE RUNG DETAILS Scale: 3 1 1- 0" COUNTY OF KAUAI CJ-46 STANDARD MANHOLE RUNG DETAILS - TYPE SF CITY& COUNTY OF HONOLULU DETAILS COUNTY OF MAUI COUNTY OF HAWAII SEPTEMBER 1984 SCALE. 3" 1' o•• FINISHED GRADE FINISHED GRADE ii\//i, — — —_ _ ___ — //i:///,,,;.,/, ' IL I TRENCH. WIDTH 4 I TRENCH WIDTH i a IiupmSHEF?iNG 3 a OSI SHEETING cL q.v et/e AA,. , 111 4_ 6•.' I:y i W 92/e j.i.,..:: 6,,,,q 1 . HI b"MIN. - •' 1;,y j, MIN• S, Q 1Ill.- 6"MIN. •4:I P.,. . MIH c p -- SPRING = 2 i II c A' SPRING LINE m 1\\ 0 B Bc I LINE p u• c`..j• s' 0 1 0.4 BMJ i1 '1. I I/e Be o A• I ,'` ,,I M" / ' i M?N. \ o I ..••' 4 r- -1N-1 •'r" r•A%. irIZ,J r -:'.%a1i., 1 . MIN. 1 cv i/ 4.. :t.• ••.,\ ••• :..: !:, y • 4" MIN. ZAiiI C 1 7 c /., ice ROUGHENED BELL OR BEDDING BELL OR CONSTRUCTION COLLAR MATERIAL COLLAR Bc/S JOINT (OPTIONAL) 4"MIN CONCRETE EARLY STRENGTH SUPPORT CONCRETE IF BLOCK OR CRADLE PLACED PRIOR TO PIPE INSTALLATION I CLASS A BEDDING CLASS C BEDDING NOT TO SCALE NOT TO SCALE Az— FINISHED GRADE r z/f/41: BEDDING REQUIREMENTSJhSHEETING- ri Y I 6" to 12" I.O. PIPES) TRENCH WIDTH 1 I / m II' to DEPTH OF COVER, C BEDDING CLASS r.:.: 7 u IN FEET i, ret t N'• 4i+ C <_ 4 A 0, ', r;r 4 < C < 17 B 03 r • MIN• . 1 ' `17 < C 30 C r gic/i/ C > 30 Special Design BEDDING DELL OR 4" MIN. MATERIAL COLLAR CLASS B BEDDING NOT TO SALE COUNTY OF KAUAI STANDARDARDCITY&COUNTY OF HONOLULU PVC PIPE - BEDDING REQUIREMENTS 5-47COUNTYOFMAUIDETAILS COUNTY OF HAWAII NOT TO SCALE SEPTEMBER 1984 GASKET4 S.M.H. COUPLI NG t PVC TAPER AT PI PE PIPE SPIGOT FILL WITH - --r 1 - - - - -- NEAT CEMENT GROUT S.M.H. INSIDE WALL I SECTION THRU MANHOLE WALL STANDARD PVC PIPE - RESILIENT COUNTY OF KAUAI S_^ CITY&COUNTY OF HONOLULU t DETAILS MANHOLE CONNECTION COUNTY OF MAUI COUNTY OF HAWAIISEPTEMBER1984NOTTOSCALE STANDARD DETAILS for Public Works Construction September 1984 Sewage Pump Stations Teatment Plants PART o- 1: 1_ As recommended I -6 + by Manufacturer 7. 1y o• U.. u oUvYn Y I}, o v a vo 01I0YmN LI. 0 o v U OoY a o Q aC atr. N ora02 •• -Con4V4iO3wQ v I{ n O r" o ' . 0 =• L r 5-"-1 i I O t- O, CLO \ I II 0 u v \ 3 0 Y Y o O C 2 ca a 4, 0. ---.V arNii:: 0 E = o o 7.11 D J WWII -- o N• ; ] c oo 0o. 0.L I I S 2 fN V- P o- o. N C o• xoyy:9 E c c o n c 0 0 1 o t\ c1-7.75-41H Y U c O V M Qo..- v v c Y Q E v P t, '5>z x o - w V v o u Y C W`x - r7 N 0 r) Iuj O Vm0PY L_- ` Co Y CrCOY CD N i I O Y o E 0aGIo IW , N E J O 1 O Ypz .cW . 1 1 + r on Cc f] 0 o tn "ZE_- 3 y v ^I O N I v H O I iiiirly a _ l Y '^ I Q a r I_ 7 \\ I1,,1.,1, ,i•"R(l )ur I CM c . i 11 Lu 4 Y 1 VO 2,- 4" i'l I > u 7 t c0 II m l 0o Y 3 O I f rte •, O y 1 p\ ,Y Y O.y O -0 C3 1LQ',,I ` j COUNTY OF KAUAI BACKFLOW PREVENTER STANDARD CITY&COUNTY OF HONOLULU DETAILS P- NuI 10 SCALE SEPTEMBER 1984 R I f O £c£Ilrvlsetl h CA T J ..1,___ _ I IrI N CI L l'N f 0 i 4) E, v -E L 1 U I (1 Q ,14 0)I a I 7 N E Q' U -i7NC' 4.a j t .r 1 fl t1 0, a t 1 raTfIJrDUY - Q . l C `rj I 6 n o W f i N 1 ¢ f U o a -- .I 0 O i Lai O , w ty4A • I •c oo ! K,Im a o • t o I I o i o u c , a lop, L _ n 11 0. o c c U Tf U ti E k 1 "N 0 1U> K O 3 U c E I I 1 U oOl- L F 0 O 400111- gaw11= M _ tll 1 __- 1 U •. N I .0 ' TI, C1. 1. 34 0 pdr U O I co.:t > Q OW C "1 I ;I Lt^O N d N -, 2, N •J nI0 jn icn o °'a 1 cN t m e n aonC ' n a ..a It` 7n if E u • o o t ^y v p anc p D 7.o va . N 1 anE o raa n O i 1f N- E 3 Y Lu, a •V N L c' 7T ,, pc) ; I N (D N OE C N n w O I I lIJP-1'L .- — T--_ y--_' 1 _ _- _L 'Jr,N ,n F n CTL - I.L'-.2i 1.11111111,1 A040 -- W Wpc= Z xnOC= U v. O JIN0UOOO ., t. w I O 1 0. I 1 L, v I II I I o Nan Y Iu I I I Q{ a L- , O N I IIIo WO. G, W II- l,t, N o f f I o+ E a o c(IaoY 0 C p I o J QI INr- -If[ T, I7Q N 0 __f l) „ lye- i o v ' w . o rr- aG 7131— MM` it , 1 { Yl I o 0 a o ; IL u U 11f O 1:1CI. 7ua a o st- 0 o^v c co b saa0.Li- a oo n 7a ,a E M - n 11, IIII1 -1f C N y (r.. 1]N; O p 0 0-N O.f 11 cm a, `\`I F - .- u ercuv W f-E C o o u >I n c(/1 ur a L Z SA a o a 7;v F j p a Q. I OI d o - cpm C1 ,4 o I a a,o43 0 y O 40 A.glw. --- --- O ,ri, Ul9 L3 OoI'D c f- LO y o,m cl s7 WI Pa IQ ; o Qn o o ; Y: N `o o d o G `_ n co c 1\ In ..... _ 0 .04- , 0 n n o ' ', o, m w . m ,o 0 o 1 a, 1,a, L I o L`, N X U 1\ T r ; •.N : ._.-'_f ,n "Ilm/ o -,£ 11 I„£ I E ()N (0 ” w O ; . I 1N l 1 - .rn,v. I{ WI Q l)U) _• n p t•tI i - t I` I.. II \ I Z' (I) O Y1 0, ,,, P •c r uZ c. wuer I 1 . O ii..c-- n. 21 u s fl AN(iARO CUIINIYUI KAUAI P-2 F LNCE AND GATE DETAILS DETAILS CIIY & CUUNIY1)1 HUNUI_UIU 1 I.1 I_MIU Ii IUIIA 1.1.A1 I .I,I1" I' I)" I 1.— Z„ I 17 r 46) T.1 Q 5 0 5 t N44 461 x, 5 VI 0 Q0 4. -R1: I• I - 1. I l 4I13-i ' I IO — :415 IO - 400 6-j)---__ -- __ 1 1 Ii- __ (i) 1 1 q__ 1 j 1 0 oi--p)\ itm o 4 I 0 7) .- dir i I 1 I 11-141 50 CO-O 4 0_) 0 /Plug these pipes rnla r with lead solder Grout 1--i'- io"Anchor plate to floor 111 with 6" x 4" machine FRONT ELEVATION bolts. OIL SEALS & RELATED PIPING NOTES: All piping on the oil seals shallbe testedbeforethesealingunitsareinstalled. All leaks shall be repaired by the Contractor before the tanks are filled with oil. COUNTY OF KAUAI OIL SEALS AND RELATED PIPING STANDARD CITY& COUNTY OF HONOLULU P-3DETAILS NOT TO SCALE SEPTEMBER 1984 17 1-6 14 9 I 60 - To Flow Transmitter 5 t 0, ) OJCil g I 10; 5 4 z c_,r O 5" From Flow Tube U (6,,' '(3) C15) Plug pipe with lead solder 2 1__ _• _' Anchor plate to floor with Grout- - 3/8 x 4 machine bolts. 8w SIDE ELEVATION OIL SEALS a RELATED PIPINGS Scale: I. = I - 0" NOTE : All piping on the oil seals shall be tested before the sealing units are Installed. All leaks shall be repaired by the Contractor before th, ranks are filled with oil P-4 STANDARD OIL SEALS AND RELATED PIPING COUNIYOF KAUAI DETAILS CITY&COUNTY OF HONOLULU SEPTEMBER 1984 SCALE. 1" - 1' 0" ITEMS FOR OIL SEALS a RELATED PIPINGS ITEM ITEM QUANTN0. I _ 3/4" galv. steel plate 8" x 22" I 2 Floor flange, Bross I" 2 3 Pipe, 81/2" long, Brass I" (Plugged) 2 4 Cross, Bross I" 4 5 Nipple, 3" long, Brass I" 22 6 Tee, Brass I" 2 7 I"gate valves, 01C, Bronze with 3/4" hose nipple 2 9 Gate valve screwed ends Brass 11 8 ~_ 10 Union, Brass 1" 10 11 Pipe cap, Galy. Malleable Iron 6" 4 12 Pipe, 19" long, Wrought Iron 6" 2 13 Lunkenheimer gauge glass Fig. No. 460 bronze 3 rods with 3/d"pipe threads and 1/2" x 12" long glass.2 14 Elbow, 90° I" brass with I" nipple 2 15 Pipe, 5" long, brass I" 8 16 Cap, brass, I" 2 17 Aircock, Tee handle, brass V/4" with male 2 end bibb hose or 90° elbow 18 Pipe, 12" long, brass I"2 COUNTY OF KAUAI OIL SEALS AND RELATED PIPING STANDARD P-5CITY&COUNTY OF HONOLULU DETAILS SEPTEMBER 1984 0 - Snap hook I• • Chain tI, z : s : = z T z c z . Pipe Cop It yli I diem. chain ‘tiith snap 1 hook at one nnd. Secure other end to U bolt. l Opening u NtiWe U bolt welded to post y w M IIZ removable pipe1. W M N N s = rr -m . . . . . • I Temporary curb retainer I where no curb provided See Detail "A" II 2"x 6" brass pipe i . • ;..;i o i 4» brass Plate k Face of opening7' SECTION vif' I/2" Hole I 1-- e . t$u1tie I ICL" brats pipe 7` wi?h t/4"brass plots j S •.COp 04.6-___--• j i+r 2"x 6" brassF pipe with base DETAIL "A" t 0: `%••. - 3/8"clear 0\ \0 Pipe post 02I/2 x 2 I/2 x ` 0 ' Tack 3/16" L -4"long '•- 11//'•., I i i • os 3/16"x 4"plate rn welded to pipe 4post8anglea—.—. 1/4 thick x 4" DETAIL high portable curb TEMPORARY CURB RETAINER COVER PLATE REMOVABLE POST a CHAIN DETAILS P-6 STANDARD REMOVABLE POST AND CHAIN DETAILS COUNTY OF KAUAI DETAILS CITY&COUNTY OF HONOLULU SEPTEMBER 1984 NOT TO SCALE 1 i lam 1III '1 Drill iN diam. holes I'_ 7__ I i! —6 i I N N IT x 2 plates Post Posf 0 ELEVATIONS I z x e plates e- x 22N bolt with welded to postnut and washer (bronze) i Post Removable railing PLAN 0 l 1" Removable railing1.1 Drill -2- holes I weld rail g\\". resolidemir SECTION A- A 0 REMOVABLE RAILING DETAILS COUNTY OF KAUAI REMOVABLE RAILING DETAILS STANDARD P_7CITY8COUNTYOFHONOLULUDETAILS NOT TO SCALE SEPTEMBER 1984 16 oz. Copper woter stop Length of bolt Length of bolt plus I" (min.) plus I° (min.) 1) Fill opening with concreteDg after pipe is in place. INTAKE PIPE THROUGH WALL DETAILS W= Wall width W W W 4 2 Jute— Galy. iron pipe sleeve two sizes larger than Lead Caulking_ pipe diameter.D Lead Caulking Jute –•r 4 TYPICAL WALL SLEEVE DETAILS P-8 STANDARD TYPICAL WALL SLEEVE COUNTY OF KAUAI DETAILS CITY&COUNTY OF HONOLULU SEPTEMBER 1984 NOT TO SCALE Revised 8-26-68 4 Copper tubes 4"copper drain line Revised 2- 8 -71 to sprinkler I ` Revised 12- 3 -75 controller in /I . z gale. pipe---- Ali' ' A ii PII 1.lit1 0 1 • Tae I "x 1 _ Hydraulic11i.4 to I Gate z 2 Control I sprinklers StopValvesCock ISII valve ilgi — _ Itaitlimiiiiii" maim i74,P74R-1. ,1111r. _,..,„ ________:.:5 Conc. Block support Tee Union Union-) x 4-"bar v welded to L g' - -- -- 5.-0"4" i" I' PLAN 6' ` Xis 4,___ . 4..d x 4" bar welded toL N a ,,—,,,,t, /' 2) 2'-6e; 2'-11x 41" skid resistant R w/(2)- lin, diem. T Copper finger lift holes in each R-. Tube Gate valves Hydraulic a Control //i 7 res valveEn %MEL4I.' Ar&- m WIC o : 11.11 ;- 1111:1E 0.:'• _ l *.. . . . V.CN4 crushed rock' •;;• 6.1." .:. / o e4 e " base course b Conc. block support' NOTES= ELEVATIONI. Ii" piping is shown. Size shall be as specified. 2. Box dimensions d details may vary with arrangement and location. 3. Hydraulic Control valves shall be normally closed valve. SPRINKLER VALVE CONNECTION COUNTY OF KAUAI SPRINKLER VALVE CONTROL STANDARDCITY8COUNTYOFHONOLULUDETAILS P-9 NOT TO SCALE SEPTEMBER 1984 F- 1© u u W 2 W I lY a in Y 4 11, }111111\J Cr O a I- OZ 0 2 z H 0 ... 1 J a. N U D rz U w CO I- U. 0 oI Lti.1% . Q 04 r_/^IJ= VIB. U) Mt ooz oo cr z O M. a I--11Jof O mIn ra)- V J jW J J to Y Q w a U 3 cn_ o CrW d 4 a Ct\-\.\R 1 P-10 STANDARD MOTOR SHAFT AND COUPLINGCOUNTY OF KAUAI CITYDETAILS COUNTY OF HONOLULU SEPTEMBER 1984 NOT TO SCALE Dimensions to suit shaft arrangement Bolt holes with nuts I welded to back side 1. .• • 4*** l'''. 1 * ** 01.1••1••••1 1 •• 1./11••1.1/1. x•11.1. , 11111 ;• 11•••••• / 1•.•1111.••1•••••••1.4 1.11W.V. 111 /'•.•11•••/••1••1•1 1.111111.111.1 1111111 11••1./111••../ p,•1 /..1••1•••.1.1.1.11 p••1••••••j 11.•1•••••• 1,11•••.1.1.1•••1 111 /$.0.7 1.1••••1•1••1.1.••••• 1...•••••111a /1i ('•11••1••.•••••••• 11••••,••••••111111 11111.1.11.11•• •• 1•••1111 11111•.•••/O 111.1' 1.1.11••. 1••••••••••11.1..4 0 1111111 •! 4•11•*.•1/11•••••1 111111••11•••111111111.1111 1 111•*1••*•11.111.11 11 1.11.1 11.1.11••1.111.1.11.1•• 111 11.•111••1 1 1111••.1. 11.1.11•••••141•••••1••4 1, 11.•1.1.111 4••...••1•••1./1••11111•. 1 4.1•••41.1.1.1•• 11 111••1.111•••$•••.11 11••11•' O 1 /x•.1.1.1.••1••••• 111••1• O 1/1••11 1 0)•1.1.•••.1••••1 11.•1••' •1 11••••••0•/ 1.1••1111••.• Couplingc •••1••••11 . 1.111..•. 1..1111.1 4 ••11, .•111•••••.•••••' 0 1.•1•••'•1.1.1•..;••1 0 access door if ti 2 ;•11•••••1••••/•••4 1••1, $'•1,••1•••.1••11• 1••••11•••1••••/1••• 11••1••. •1 1111.1.•1 1,• necessary 4•11.110•1 • .. 111.•1.1• 1•.1,• 1•••••x•••••11 14 •/••••••••••••1 1•,• 1••1••••• • • •••• .1••11••11 N 1•.11.111 1••/1.11 1 •111.1.11 1••1••••,1i•......i 11 1••i1.'v."• Latch assembly 1••••••.•••••4 0 •1 •1•.1..... 7.•1 0 0 ••••••••••••,•' 01•.111•• 1••1.1.11 1,••11/1•• 1.1•••1• 1.1•••••1 11.11 11..•11' .1.111•1•••••11 1..x.11••1••1••. o o 1.1 1.11••.••1 t1 1/•1•.1••1• O 1••1••• 11.1••••1 11.1•1•••• O I - t1. 111.1.1••••0 11.1••1.•1.1••••1111••/ 0 0•••,•'•'/,••••'•••1•x• 11•••1••1•••• 1.1••11• 1••11••R• 111'1'•.•' 1• ool e` o Holes for anchor v•••.• bolts Frame work and filler material see general notes) TYPICAL PUMP MOTOR DRIVE SHAFT GUARD No Scale CITY&COUNTY OF HONOLULU TYPICAL PUMP MOTOR DRIVE STANDARD SHAFT GUARD DETAILS P-11 NOT TO SCALE SEPTEMBER 1984 e r 0 O , — - - dl — Shaft diometer plus I inch DI — To suit pump installation 1 0p.,„i„ ____ , N p — -- mo o c UU @ ` Bolt locations to suit bolts of pump PLAN VIEW Filler materials— (see general notes) I/2" Min. dia. bar—2' e.4--I 1•••1•••1•.•••••1 I..V.••••O.1 3331— 11111111••1•.•11. 1.11••••1••.1••.1••• 1111.11111111.111•••1111111111•••1.1.111.1.1 11•••••••••••i1 4111.410111••••••••••••••••••11 111111111 4 1.1111111• - 1.1•••••••1.1.1•••1••1'1.1/1•••1.1.1.1.11/ 1•••14 •1.1•••1••••••••••• 1.1.••••••••41111•••••.*. 11•11•11•• 1111•1• 41• 1.1111.11•••1••••• 111.111111111.111111111 s 1.1111.1.1 111111111. 1•••1.1•••1.1.1••••1j•1•j••'1•j'j1jj•111.1.1 1•i..11.11i•0 1111.11••111••1••11 1.11111•••1.11.1.1111.1 1111 1.114 4.10.0* 11111111111111.111111 111011111 •11.1111.1 1••1.1•••1••1•••111111 11.•1/11 A.,••••••••,191 1•••1.1.11.111.1••1•••11 1.11••1111 11.1.11.1i111111.111.1.111111•0.411.1.1.1.1 11* 11.111 •1.1.111••1.111.1• 11.••••••••••1•••••044 1'•;1.'11../14 •••••••••441104114 1 1 1 1..1•••1..•1 1 1'1•••! 1111.11.1• !••••••••1•••1•.•11 1i•11•i'.•i••i'i•1•iii••i1 ir•i.4 1111111.11 11.1.1.111 1111.1.1/111••1111•111 11.1••111. 11111.1111111111111•.11.11.1111 t::::::.1:11***X1::: 11111.•11.11••11.1.1.111111.1.1• 1••111.•••111111.1.11.111.111111 11 xt/8 Min. 111111.1.1••111.1.1111 'Y'••. .. 114J' 7 flat bar ie111111•.1.•1.1.1.111111 ii 7i II N--1/4" Min. steel plate FRONT VIEW SIDE VIEW TYPICAL PUMP COUPLING GUARD No Scale P-12 STANDARD TYPICAL PUMP COUPLING GUARD CITY&COUNTY OF HONOLULU DETAILS SEPTEMBER 1984 NOT TO SCALE Frame work and filler material see general notes) 1\\ \ \. \ \ \ \ i gym\.\N\\\\\\0\\\11 m111 06 00\ \\\\ ‘0 \1111111 1:4 1 \11111 111, X11\t\ \\\\\\\14% j 1 1 bi4. 0k00%01i11111111 i1 #-4'. \\ 11; \1 1111 1 41 11.11,•4 11'14•111'1••. 111.11,4 J/ c* 444444 • 1114.1.•4•44444•, 1 1111•••••• 1111111'1' 44.4•••4•' 4444•.4'• 4.411••••. 1••1•••11 4444411••, 44414, 444444•• 1 . . 444'O14••1.4••. 11411.1' 11.4 4.4• 14444444.1'1'•1.111:444:'" • 41.144 •'1 111111. 111411.4••1.1 OW ' 441.4.44 O 4111.1• • 444.••.1'44.44.•,4 I 4••'•114 2 11••14 41111,1 i O w Note: All dimensions to suit shaft arrangement TYPICAL HORIZONTAL PUMP SHAFT GUARD No. I No Scale CITY&COUNTY OF HONOLULU TYPICAL HORIZONTAL SHAFT GUARD NO. 1 STANDARD P-13DETAILS NOT TO SCALE SEPTEMBER 1984 1 Frame work and filler material i..:-,:',...72..„‘"....Z4,, 4% `see general notes) Vk k t.'"% •%N\\\1%\1\11Z`‘*4\\0 0 1111\1111kA \ \ \1 \111 \11111114 k,iIkl0k 0\\\`N%% 0.%*11111111111 111111 lk \ ` \‘00 111\111111111111111044041 4100 N 1\\ 0\1 \ 111;1111111111111111111111111;111111 i 04. ‘‘00‘‘0014101444414444444444144144044:4144:44441.• l , 11 , :11; 11/111111 O1 01I\ 11 1111111111111111111111111111111 .d11114110:0k 01,0i41141%4441;4124441;4044,441:41;4041!41:4044!.'111111111111 ' 1111411.1111,111 \\1\11114144144,4144,4144.44•44,4144,44•41•• O 1111101•1111 N144%414141444444144041444441:4144041!.i,/111/111,1111 1 11401044:44.414%:'./ 0)04;11;;;1;11111111'11111,1;11;1111.1' 4110i 11/404141.14444444:444144440. 1 111 1, ' 4 1111111111111111111 /, 1140144.414144401144.41 ;lle!11, o41111+111111141 11111 X1,11. W f Note: All dimensions to suit shaft arrangement TYPICAL HORIZONTAL PUMP SHAFT GUARD No. 2 No Scale i P-14 STANDARD TYPICAL HORIZONTAL SHAFT GUARD NO. 2 DETAILS CITY&COUNTY OF HONOLULU SEPTEMBER 1984 NOT TO SCALE SAFETY GUARDS GENERAL NOTES A. Framework 1. Guards thirty (30) inches or less in height and with a total surface area not in excess of ten (10) square feet may have a frame work of 3/8 in. solid rod, 3/4 in. x 3/4 in. x 1/8 in. angle iron, or metal construction of equivalent strength. 2. Minimum dimensions of materials of all guards except as noted in paragraph 1 shall be angle iron 1 in. x 1 in. x 1/8 in. , metal pipe of 3/4 in. inside diameter, or metal construction of equivalent strength. 3. The frame work for all guards fastened to the floor or working platform and without other support or bracing shall consist of 11 in. x 11 in. x 1/8 in. angle iron, metal pipe of 11 in. inside diameter„or metal construction of equivalent strength. All rectangular guards shall have at least four upright frame members each of which shall be carried to the floor and be securely fastened. Cylindrical guards shall have at least three supporting members carried to the floor. B. Filler Material Size of Filler Materials Material 1 Clearance from moving Largest mesh or Minimum part at all points opening allowable gauge or thickness Inches) Inches) U.S. STD) Woven wire Under 2 3/8 No. 16 2-4 1 No. 16 4-15 2 No. 12 Expanded Under 4 1 No. 18 metal 4-15 2 No. 13 Perforated Under 4 1 No. 20 metal 4-15 2 No. 14 Sheet metal t Under 4 No. 22 4-15 No. 22 Note: Materials to be steel. For additional requirements refer to project plans and specifications. CITY&COUNTY OF HONOLULU SAFETY GUARD GENERAL NOTES STANDARD P-15DETAILS SEPTEMBER 1984 11/2" Angle valve with chain a cap iron pipe hose thread) 4 H.B.t1- 41111- 1,1,- 4--- 11/2" Hose gate valve t.with chain a cap N iron pipe hose Top of tank thread) laluI17._ I Galt'. pipe strap 0,41 at 5.-0 o.c. max. r F..%I 1/2' G. S. riser I H,B. N Finish ground worms7--- Insulating coupling or i_J 4:" adaptor as applicable e x Supply line 2 IA cr size varies) a' 6 1.1111111111010=1"111i1111.11111= 2111011.11.11.141111 TYPICAL VALVE TYPICAL VALVE INSTALLATION INSTALLATION ON TANKS ON GROUND NOTES i- Gate valves or angle valves with bronze dics or plugs shall be used. 2- Valves shall be rising or non rising stem design. 3- 34' H.B. and 11/" gate valve shall be 90° apart. II/2 STAND PIPE DETAIL No Scale P-16 STANDARD 1-1/2" STAND PIPE DETAIL CITY&COUNTY OF HONOLULU DETAILS SEPTEMBER 1984 NOT TO SCALE STANDARD DETAILS for Public Works Construction September 1984 Taff c PART STREET NAME PLATES r------ _ i- SCOTCHLITE REFLECTIVE SHEETING NO. 3277, GREEN, WIDE ANGLE , FLAT TOP i OR APPROVED EQUAL. LETTERS SHALL BE 4" WHITE SCOTCHLITE NO. 3290 Z OR NO. 2290, OR APPROVED EQUAL. SIGN PLATES I • I i 0.080" MINIMUM THICKNESS, ALUMINUM O SHEET (ASTM (3 209, ALLOY 6061 -T6. FLAT SHEET ). STSIGN\0 SIGN, FACING MINOR ROAD. L _10c-=1 / HIGH INTENSITY REFLECTIVE SHEETING.HIGH TO D.P.W. FOR SPECIFICATIONS) 6' TO 12' 2 1\\___MIN. 0 O 24", 30" OR 36" O I 0 02" SQUARE TELESPAR 0TUBINGNO20F12 , OR APPROVED EQUAL WITH 0 7/16" DIAMETER HOLES SPACED I" ON CENTER. 0 Ell I 0 NMI O STOP SIGN 0 0 I 0 0 O --- 5/16" BOLTS (BOTHWAYS) EDGE OF PAVEMENT 0 FINISH GROUND— [ NOTES i I. THE INSIDE OF THE 2 1/4" ANCHOR POST MUST BE KEPT FREE OF7r' r/1 - - CURB -- -- 1___ 4 -,-•'''' `71F,"fir I I i i p IMPEDIMENTS TO ASSURE EASY 1 I I INSERTION OF THE 2 SIGN POST.1 101 , za1012. SQUARE TUBE POSTS SHALL BEL.-1 TELESCOPING PERFORATED TELESPAR 0 TUBING OR APPROVED EQUAL. 2 1/4" SQUARE TUBE ANCHOR 0 Q POST (SEE NOTE 2 )y 0 w 3. THE EXACT SIGN DIMENSION WILL 1-BE IN CONFORMANCE WITH THE O z CURRENT MUTCD, AS AMENDED, OR 0 w AS DESIGNATED ON THE PLANS OR 5 FLANGED CHANNEL POST N BY THE ENGINEER. APPROVED BY STATE HIWAYS 0 DIVISION IS ACCEPTABLE AS 4. THE 2 1/4" ANCHOR POST SHALL BE APPROVED EQUAL FOR 2" SQUARE TUBING. 4' LONG FOR NORMAL OR POOR GROUND CONDITIONS AND 30" FOR 6 SIGN I'OSr MUST BE FIRM AND NOT SHAKY, ROCKY CONDITIONS. OTHERWISE CONCRETE MUST BE USED TO STABILIZE. THE ANCHOR POST. COUNTY OF MAUI STREET NAME AND STOP SIGN DETAILS STANDARD T-1COUNTYOFHAWAII DETAILS NOT TO SCALE SEPTEMBER 1984 ROADSIDE SIGN ROADSIDE SIGNRuralDistrictrRuralDistrictNk not less tha 6' to 12' g o Nnti1 I--- I r--' t o 12' .-1 o 1= IiII paved shoulder WARNING SIGN WITH ADVISORY ROADSIDE SIGN SPEED PLATE Business or pZ Rural District 1Residence6to12 District NIP r ""1c C 61 6, C T)77- - -- nw y t, ROADSIDE ASSEMBLY r„--] fWARNINGrRuralDistrictJ 1 1 SGN On incIn e Of Traffic o P. 6'tol 1 7-4;-L\. i+ ill ff01 r4 EL-11] OVERHEAD I-- MOUNTINGMOUNTING c0c_ NN 6' Min. o HEIGHT AND LATERAL LOCATION OF SIGNS TYPICAL INSTALLATIONS) STANDARD HEIGHT AND LATERAL LOCATION OF SIGN COUNTY OF KAUAI T-2 COUNTY OF MAUI DETAILS COUNTY OF HAWAII SEPTEMBER 1984 NO I TO SCALL 2'Min. 6'to 12'cto.12: in r j I 0V Ilm. 0 ACUTE ANGLE INTERSECTION CHANNELIZED INT RSECTION v) l.____ MARKED OR ; UNMARKED 1 Mayor CROSSWA X Road Sidewalk 1 e Min.4 Min. T{ 16tol2' Minor r Min. Road MINOR CROSSROAD URBAN INTERSECTION 2' Min. 1r S0 Max.r6'to 12. 1 I FJ . tOi2' DIVISIONAL ISLAND WIDE THROAT INTERSECTION TYPICAL LOCATIONS FOR STOP SIGNS AND YIELD SIGNS TYPICAL INSTALLATIONS) COUNTY OF KAUAI COUNTY OF MAUI TYPICAL LOCATIONS FOR STOP SIGNS STANDARD 1-3COUNTYOFHAWAIIDETAILS NOT TO SCALE SEPTEMBER 1984 Stop --\ 4 Double yellow r,tripe i T criN L c..1 a_ijr_:::\_ 7:-----/- Stop 12" Wide white stop line No qop AT INTERSECTION i z o' 1 MIMI nr 1111•111•1 12" Wide white stop line N N 4 Double yellow stripe 12 MIDBLOCK T-4 STANDARD TYPICAL DETAIL FOR CROSSWALK COUNTY OF HAWAII DETAILS AND STOP LINES SEPTEMBER 1984 NOT TO SCALE I NO PARKING ANY TIME I t R7-I (0) I I 12"x 18" I I J NO NO a 1"--- PARKING PARKING ANY ANY TIME TIME mr R7-I (L) R7-1 (R) 12"x18" 12" x 18" I 1 p DEAD END STOP Nst, W 14-1 RI-I 30"x30" 30"x30" I-50' r 30' 1 MINOR LOCAL ROAD NOTES : I. Three R7-I signs required. Location of signs dependent on lot frontages onto the cul-de-sac. 2. Where o system of streets hos only a single access, a "NO OUTLET" (WI4-2, 30",'30") sign must be installed at the access intersection in a similar location as sign WI4-1 shown in this drawing. 3. Sign WI4-I (or WI4-2) to be located so as to be easily visible from the thru-street. 4. Refer to sheets T-I, T-2, and T-3 for height• and lateral clearance for signs. COUNTY OF MAUI TYPICAL SIGN INSTALLATIONS STANDARD COUNTY OF HAWAII IN CUL-DE-SACS DETAILS T-5 NOT TO SCALE SEPTEMBER 1984 Galvanized flange channel I/8" x 5/16" rolled section post with a minimum wt. 1/4"x 2" galvanized carriage of 2 lbs. per ft. or bolt with nut and lock washer approved substitute. Reflector marker TYPICAL SECTION 4.. -1 o 4 I T i m 0 0 11 t 1 RM-I RM-2 HM 3 WHITE YELLOW YI L t OW f7 RM-1, 2, or 3 O USABLE NOT LESS_ SHOULDER THAN 2-0 1 Jaz it O ZIt it N = it SECT ION STANDARD MUNI Y Ut KAUAI T-6 ROAD MARKER COUNFYUf MAUI DETAILS COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE 3 85"-4 05" Di-a—. y 0.63-0.78"3.85"-4.05" 0 50"-0.70" 7 f 1 0.12'10.05" 1 H."Max. 0 11I r Reflective in Surface 0 a 30°Max.I in m Ki Reflective Surface TY_P_EA TYPE C NON- REFLECTIVE WHITE MARKER RED- CLEAR REFLECTIVE MARKER TYPE J NON - REFLECTIVE YELLOW MARKER 3 85"-4 05" 0 50 - .70 3.85"-4 85" 0.50 70" 10. 12' mac 012" I Max. 0 \ Reflective l Reflective Surface 1 Surface 0 in0 v 30°Max. d' 30°Max.(11 i In m Rews co l Surface \Y TYPE _ D TYPE H TWO -WAY YELLOW REFLECTIVE MARKER ONE- WAY YELLOW REFLECTIVE MARKER RAISED PAVEMENT MARKERS COUNTY OF KAUAI STANDARDCOUNTYOFMAUIRAISEDPAVEMENTMARKERS T-7COUNTYOFHAWAIIDETAILS NOT TO SCALE SEPTEMBER 1984 40' 20' 20' 4" White Edge Stripe 4.. Type J Type 0 15' _I.... 15. 110 1 15 1i, 4" White Edge Stripe 4" Yellow Stripes ---` - `-- TWO - LANE PASSING PERMITTED AND PASSING PROHIBITED 20' 20' 1.1 4' White Edge Stripe 4" Yellow Stripe I 4111111111 -.I I.3-,/4/" Type J 15' I 10'1 15' Type HType D iii00, L 4 Yellow Stripe L- 4" White Edge Stripe NOTE Type H positioned with reflective surface facing TWO - LANE No-Passing direction. PASSING PROHIBITED ZONES 15' t0' 15' _ 4" White Edge Stripe Type A 3'_4„ 1111.111 Type C. • . . Red--1 Clear a a Tr 19--o Type 0 Type 4\ , t- at m I. . . . Clear Red Type Ca 11101 1-4" White Edge Stripe MULTI, - LANE 4" Yel low Stripes - LANE LINES AND CENTER LINE r Type C 5' 5' 720' . I Rad Clear TYPe J m m m u I Type r Type 0 4White Stripe H — it 4 YellowStripe I—a—r- ri 4" Yellow Stripe p CH A N N E - I I N G- LI N g. NOTE : Type H positioned with reflective QR SO LID_LANE___LIN_ES surface facing oncoming traffic. N, MEDIAN_ NOTE DELINEATIQU COUNTY OF KAUAI T-8 STANDARD TYPICAL INSTALLATION OF RAISED COUNTY OF MAUI DETAILS PAVEMENT MARKERS COUNTY OF HAWAII SEPTEMBER 1984 NOT TO SCALE Solid yellow stripe on each app+oath See Note 4) F 10' 30' COLLECTOR STREET al ha__ -4. 7-1 Normal broken yellow centerline stripe ( 10' stripe, 30' gap). 12" wide white stop bar 4' from extended edge of pavement line (or o i from crosswalk if crosswalk isi called for). LLi I— t J Q U O j STRIPING NOTES I. All striping shall conform to the latest edition of the "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES for Streets and Highways" (MUTCO). 2. Yellow centerlines shall be striped on all two-way collector or higher streets. 3 12" white "STOP" lines shall be striped In conjunction with each "STOP" sign. 4. Appropriate "NO PASSING" morkings shall be striped for 130' when collector speed limit is 30 mph or less and 170' when collector speed limit is 35 mph or more on each approach to an intersection and or as otherwise called for and at other locations designated in the MUTCO. 5. All trotfic point shall be reflectorized and shall be approved by the Engineer. COUNTY OF KAUAI COUNTY OF MAUI TYPICAL INTERSECTION DETAIL STANDARD COUNTY OF HAWAII FOR STRIPING DETAILS T-9 NOT TO SCALE SEPTEMBER 1984 4" YELLOW STRIPING RAISED PAVEMENT MARKING 10' 30' 10' 30' 101x, 40' 1j15 10 li 30' l 10 3, 411 151 .{I o .. ••• o .....• p ...... TYPE D TYPE J OR 4" YELLOW STRIPE TWO - LANE PASSING PERMITED 20' -+ 20-- 15' t51 4" TYPE D 1 OQ - i-rr r r Il TWO - LANE PASSING PROHIBITED FOR NO PASSING IN EITHER DIRECTION r 10' i. 30' ,,, 10' 1, 30' ,I, 10' 1 20' 401 51 1 ' t TYPED r _ J I1oi 000 00 000mpoo j TYPE H (REFLETIVE SURFACE FACING NO- ONE - LANE PASSING PROHIBITED PASSING DIRECTION) FOR PASSING WHEN DASHED LINE IS IN DRIVERS LANE STANDARD TRAFFIC STRIPES 1- w W D: I— N cc O e— o b'MIN. ...IMPT@P I 50'MIN. 4' I MINOR AND DEAD END STREET L 50' MIN. 4' 11 7,....A.o SQ@P)i to h INTERSECTION I OF TWO-LANE ROADS T-10 STANDARD STRIPING DETAILS COUNTY OF KAUAI DETAILS SEPTEMBER 191114 NOT TO SCALE STREET NAME PLATES SCOTCHLITE REFLECTIVE SHEATING NO 3277, GREEN, WIDE ANGLE, FLAT TOP OR APPROVED EQUAL. LETTERS SHALL BE 4" SILVER SCOTCHLITE NO. 3270 OR NO 2270, OR111/ APPROVED EQUAL. OPTION A L----e 6" I SIGN PLATES REFER TO STANDARD SPECIFICATIONS I o 2" MIN. I FOR PUBLIC WORKS CONSTRUCTION. STOP SIGN, FACING MINOR ROAD 0 D HIGH INTENSITY REFLECTIVE SHEETING OR APPROVED EQUAL, 30"x 30 WITH 8" LETTERS. t' - 6' TO 12 12"MIN. 24"STANDARD WITH NO SIDEWALK — I 16VARIABLE 10 5/8" 0 6 RICE ST 2„ 3/4 2'SQUARE TELESPAR TUBING o 1000 2 5/8 NO.20F12OR APPROVED EQUAL STREET NAME PLATE DETAIL WITH 7/16" DIAMETER HOLES SPACED I" ON CENTER. o Z NOTES: o I. SQUARE TUBE POSTS SHALL BE TELESCOPING PERFORATED TELESPAR TUBING OR APPROVED I o EQUAL. 2. THE EXACT SIGN LOCATION WILL BE DESIGNATED 5/16" BOLTS 0 BY THE ENGINEER. BOTHWAYS) 0 3. WHERE ANCHOR POST IS TO BE OMITTED, POST SHALL BE BURIED 2'-6" MIN. AND CONCETEDoAROUNDIFNECESSARY. 4. 2" LETTERS SHALL BE USED FOR ST., DR.,HWY., 1 RD....ETC. EDGE OF PAVEMENT ih Z ie 5. STREET NUMBER TO BE DESIGNATED BY THE 1}:::' DEPARTMENT OF PUBLIC WORKS. CURB .•',A Y/(\ 1 o W \)9// i z i o i x FINISH GROUND b.'• io N io i Z 2 * ANCHOR POST CAN BE INSTALLED AT AoMINIMUMDEPTHOF24" IF ENCASED 2-V4"SQUARE TUBE ANCHOR POST o e WITH A 14" SQUARE OR CIRCULAR SHAPED SEE NOTE!) CLASS B CONCRETE ANCHOR. 0 o COUNTY OF KAUAI STREET NAME AND STOP SIGN DETAILS STANDARD T-11DETAILS NOT TO SCALE SEPTEMBER 1984 I---in 0 leo W I 111.11k o 4N- N\l'( f)- eS p W I WJ O zY! 2Q C, z Y O a in in 1331 I EM) HIOIM AVV ONI)4 Vd 11VM Ol 11VM xt- to O 0 W s O 2 ' J 0 , 10 10 J A , r 411H w x 4f MSO 1.. o •o = 4W 3 t ; J J J J a a J «Ni ZN N 2 N Z02 Jlaj < j 2 X W 2 2or z<< i 3N N p X 2 2 > o. Q) Q 2 2 V z 2 Z CL O F - ' 20 = N Z N V T-1 2 STANDARD PARKING DESIGN STANDARD, COUNTY OF KAUAI DETAILS ONE-WAY TRAFFIC SEPTEMBER 1984 NOT TO SCALE S3H3N1 `Ra110 .0 33V. WON. 33NVj$Ia - 33NVNV313 ONVHa3A0 III 1 I --toW ri 11,—I a Y OOa 11 tu 111111111111111111111K .a 11111 0 EMI IIIIIIIIM 1- R. Mill INNOMM. 74.1 N. W iiiik J O U INIMM in2 Q U 2 Y cc urliffivii oa a 0 ow,a o co 40 in n Tr a 133. ZM) H10IM AVS ONINNVd 11VM 01 TIVM H U N O p 3 W to O• /- I 0i0 p O 0p >;ti u ' u.V w G R a = 2 W 0 W U O W F- z p Z \ O w G a 3, J Z Q 1 J 3 J CCpa w J J J .JU' H U J J aZ w V Q 4 fA U a .J X Z J 2 Z Q a J U F- I- p Y U' W j N H — 0 W N N W Z H 3 d a J2aWZ > 2 a m t 4/// JaDNB: a s a: _2 = ¢ 1- 1) C2 2 U W < 2 Z V t a z i z 6 0. . .0. . z -0 oZ N " N Id U J N M1 I PARKING DESIGN STANDARD, STANDARDCOUNTYOFKAUAI T-1 3TWO-WAY TRAFFIC DETAILS NOT TO SCALE SEPTEMBER 1984 1. 0,1 f [ 0 0 3/4" R N Eirli>r L 1 r — N r_ JN J L _ iL : F24" Standard but may be increased to 30" or 36" if necessary NOTES I. Sign shall be 0.080" min. 2 31 •' thickness alum. sheet j._ ASTM: 8-209aItoy 6051-T6 os ommended f lotsheet). 2 ' 2. Reflective sheets shun beInt— 2" scotchlite sheeting *3277 III green for race and scolchlile 12270 iive:r tar letters and numbers or equal. r N STANDARD STREET NAME SIGN T-14 STANDARD STANDARD STREET NAME SIGN COUNTY OF MAUI DETAILS SEPTEMBER 1984 NOT TO SCALE