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STANDARD DETAILS

DEPARTMENTS OF PUBLIC WORKS COUNTY OF'KAUAI CITY AND COUNTY OF HONOLULU COUNTY OF MAUl ., COUNTY OF HAWAII

-oF THE STATE OF HAWAII /

FOR PUBLIC WO. RKS ,, CONSTRUCTION

REVISED SEPTEMBER 2000

SEPTEMBER 1984 ,

---------------- ----- ----

STANDARD DETAILS FOR PUBLIC WORKS

CONSTRUCTION

DEPARTMENTS OF PUBLIC WORKS

COUNTY OF KAUAI CITY AND COUNTY OF HONOLULU

COUNTY OF MAUl COUNTY OF HAWAII

.... ___ _

RALPH HAYASHI DIRECTOR COUNTY OF MAUl

OF THE STATE OF HAWAII

~· ",£.-.R ~ MICHAEL J. CHUN DIRECTOR AND CHIEF ENGINEER CITY AND COUNTY OF HONOLULU

pu.w... R~ EDWARD HARADA CHIEF ENGINEER COUNTY OF HAWAII

- I

Part 1 • Roads and Streets CONTE:NTS t

SHEET APPLICABLE TO:

NO. DESCRIPTION KAUAI HON. MAUl HAWAII i

R-1 Pre-cast Concrete Curb • • • • I

-R-2 Pre-cast Concrete Driveway Curb • • • • R-3 Pre-cast Concrete Drop Curb Block • • • • R-4 Integral Curb and Gutter, Integral Driveway Curb and Gutter • • • • R-5 Rolled Curb • • • • R-6 Rolled Curb Transition to Curbs and Catch Basins • • • • R-7 Driveway Apron with Rolled Curb • • • • R-8 Thru Gutter • • • • R-9 Concrete Pavement • • • • R-10 Concrete Pavement Joint Details • • • • R-11 Concrete Pavement Joint Details • • • • R-12 Street Survey Monument • • • • R-13 Street Survey Monument Castings • • • • R-14 Centerline Monument • • • • R-15 Temporary Wooden Barricade • • • • R-16 Sidewalk Reinforcement Details at Utility Boxes or Openings • • • • R-17 Tree Well with Concrete Cover • • • • R-18 3 · or 4 · Chain Link Fence • • • • R-19 6 · Chain Link Fence • • • • R-20 Typical Single Gate • • • • R-21 Typical Double Gate • • • • R-22 Metal Guardrail Details • • • • R-23 Metal Guardrail Details • • • • R-24 Metal Guardrail Details • • • • R-25 Wheelchair Ramp • • • R-25A Curb Ramp • R-26 Private Driveway Ramp • • • • R-27 Full-width Sidewalk at Curb Return • • • R-28 Sidewalk Details • R-29 Driveway Apron • • • R-29A Driveway Apron • R-30 Driveway Layout • R-31 Grade Adjustment Walls • R-32 Street Cross-sections with Sidewalk •

COUNTY OF KAUAI STANDARD CITY & COUNTY OF HONOLULU CONTENTS DETAILS I COUNTY OF MAUl

COUNTY OF HAWAII

Part 1 -Roads and Streets (confd.) CONTENTS SHEET APPLICABLE TO:

NO. DESCRIPTION

KAUAI HON. MAUl HAWAII

R-33 Street Cross-sections without Sidewalk • -R-34 Road Pavement and Shoulders • R-35 Typical Roadway Utility Location with Sidewalk • R-36 Typical Roadway Utility Location without Sidewalk • R-37 Residential Driveway without Curb and Gutter • 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 Curve 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 • R-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

II STANDARD CONTENTS CITY & COUNTY OF HONOLULU

DETAILS COUNTY OF MAUl

SEPTEMBER 2000 COUNTY OF HAWAII

Part 2 · Storm Drains CONTENTS I


NO. QESCRIPTION


D-1 Type "A" Catch Basin • • • • D-2 Type "A" Catch Basin Reinforcement Details • • • • D-3 Type "E" Catch Basin • • • •

I D-4 Type "E" Catch Basin Reinforcement Details • • • • D-5 Type "B" Catch Basin • • • • D-6 Type "B" Catch Basin Reinforcement Details • • • • D-7 Type "F" Catch Basin • • • • D-8 Type "F" Catch Basin Reinforcement Details • • • • I D-9 Type "C" Catch Basin • • • • I D-10 Type "C" Catch Basin Reinforcement Details • • • • !

I D-11 Type "D" Catch Basin • • • I • : :

D-12 I Type "D" Catch Basin Reinforcement Details • • • • i I

D-13 I Catch Basic Details • • • j • I I

D-14 Details for Catch Basin with 5" Curb • • • • I D-15 Deflector Inlet for Catch Basin • • • • I

J D-16 Monolithic Construction of Catch Basin Top Slab and Sidewalk • • • • i

~-17 Shallow Drain Manhole for Sidewalk Area • • • • I

D-18 Shallow Drain Manhole for Pavement Area • • • • I D-19 Pre-cast Top Slab for Shallow Drain Manhole • • • • ' ' I ' D-20 i Concrete Wall Drain Manhole • • • • 1 -. I

D-21 ! Brick Wall Drain Manhole • • • • ! D-22 Pre-cast Concrete Drain Manhole • • • • D-23 Pre-cast Concrete Drain Manhole Details • • • • D-24 Pre-cast Concrete Drain Manhole Details • • • • D-25 Pre-cast Concrete Drain Manhole Details • • • • I

I

I D-26 Channelizing Details for Drain Manhole • • • • D-27 Rungs for Catch Basins and Manholes • • • • I

D-28 Type "DA" Frame for Catch Basin and Manhole • • • • D-29 Type "DB" Frame for Catch Basin and Manhole • • • • D-30 Catch Basin and Manhole Cover • • • • '

D-31 Payment Trench Width and Repaving for Drain Pipes • • • • D-32 Sidewalk Culvert • • • •

~- I

COUNTY OF KAUAI STANDARD CITY & COUNTY OF HONOLULU CONTENTS Ill

COUNTY OF MAUl DETAILS

COUNTY OF HAWAII

Part 2 ·Storm Drains (cont'd.) CONTENTS SHEET

DESCRIPTION APPLICABLE TO:

NO. KAUAI HON. MAUl HAWAII

D-33 Driveway Drainage • Box Culvert • D-34 Driveway Drainage· Pipe Culvert • D-35 Driveway Drainage • Swale • i

I I

D-36 Type G 1 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

IV STANDARD CONTENTS CITY & COUNTY OF HONOLULU DETAILS COUNTY OF MAUl

COUNTY OF HAWAII SEPTEMBER 198•

---------------------------- --------- --

Part 3 - Sewers CONTENTS· SHEET ! APPLICABLE TO: I

NO. DESCRIPTION KAUAI HON. MAUl HAWAII•

S-1 Rock Cradle for Sewer Pipe • • • • 5--2 Concrete Cradle for Vitrified Clay Pipe • • • • ;

S-3 Method of Laying Pipe • • • • I I

5--4 Pre-cast Concrete Pipe Block • • • • I S-5 Concrete Jacket, Reinforced Concrete Cradle • • • • I S-6 Laterals • • • • I S-7 Advance Riser Connection • i

l S-8 i Method of Backfill • • • • ! S-9 ! I

Chimney •• • • • I

I S-10 ! Index to Sewer Manhole Details ' • • • i • ' I

I S-11 I Manhole Notes • • • I • L I

I S-12 ! Manhole Notes • • • • ' S-13 I Pre-cast Concrete Plain Manhole • I • I • •

: s-- 14 Pre-cast Concrete Plain Manhole - Section and Alternate Base • • • • I S-15 Pre-cast Concrete Shallow Drop Manhole • • • • l I

I S-16 Pre-cast Concrete Shallow Drop Manhole - Butt Joint Details • • • • I

I I

S-17 l Pre-cast Concrete Drop Manhole • • • • s-- 18 Pre-cast Concrete Drop Manhole - Sections • • • • S-19 I Pre-cast Concrete Plain Manhole for 27" to 48" A. C. Pipe • • • • I

I S-20 I

Pre-cast Concrete Plain Manhole for 27" to 48" R.C. Pipe - Section • • • • ! I I S-21 I

Pre-cast Concrete Manhole Wall • • • 5-22 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 • • • • I

i S-26 Brick Manhole • • • • j S-27 Plain Manhole • • • • S-28 Shallow Drop Manhole • • • • S-29 Drop Manhole • • • • S-30 Drop Manhole - Sections • • • • S-31 Manhole Cover - Type SA • • • • i

S-32 Manhole Frame -Type SA • • • • I S-33 Manhole Cover· Type SB, Top View • • • • I

. '· S-34 Manhole Cover • Type SB, Bottom View • • • •

COUNTY OF KAUAI

I CITY & COUNTY OF HONOLULU CONTENTS STANDARD v

COUNTY OF MAUl DETAILS

COUNTY OF HAWAII

Part 3 ·Sewers (cont'd.) CONTENTS SHEET DESCRIPTION

APPLICABLE TO:

NO. KAUAI HON. MAUl HAWAII

S-35 Manhole Frame ·Type SB • • • • S-36 Modified Type SB Pressure Manhole Frame and Cover • • • • S-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 SO • • • • S-41 Drop Manhole Chimney Casting • • • • S-42 Manhole Rung Details • Type SA • • • • S-43 Manhole Rung Details • Type SC • • • • 5·44 Manhole Rung Details· Type SO • • • • S-45 Manhole Rung Details . Type SE • • • • S-46 Manhole Rung Details· Type SF • • • • S-47 PVC Pipe · Bedding Requirements • • • • 5·48 PVC Pipe· Resilient Manhole Connection • • • •

. COUNTY OF KAUAI

VI STANDARD CONTENTS

CITY & COUNTY OF HONOLULU DETAILS COUNTY OF MAUl

COUNTY OF HAWAII SEPTEMBER 198"

Part 4 ·Sewer Pump Stations & Treatment Plant~Q NTENTS ' '


NO. DESCRIPTION


P-1 Backfl.ow Preventer • • P-2 Fence and Gate Details • • P-3 Oil Seals and Related Piping • • P-4 Oil Seals and Related Piping • • I P-5 Oil Seals and Related Piping • • P-6 Removable Post and Chain Details • • I P-7 Removable Railing Details • • I P-8 I Typical Wall Sleeve • i • p.g Sprinkler Valve Control • •

I P-10 Motor Shaft and Coupling • • I I

P-11 Typical Pump Motor Drive Shaft Guard • P-12 Typical Pump Coupling Guard • i

P-13 I Typical Horizontal Shaft Guard No. 1 • I I

P-14 I Typical Horizontal Shaft Guard' No. 2 • ! P-15 Safety Guard General Notes •

I P-16 1 ·1 /2" Stand Pipe Detail • ' i

'

I I

: 1

I i

l I I !

i

i

I

I

I "

COUNTY OF KAUAI CITY & COUNTY OF HONOLULU CONTENTS STANDARD VII COUNTY OF MAUl DETAILS

COUNTY OF HAWAII

Part 5 · Traffic CONTENTS SHEET APPLICABLE TO:

NO. . DESCRIPTION

KAUAI HON. MAUl HAWA'

T·l 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 • T-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 •

COUNTY OF KAUAI

VIII STANDARD CONTENTS CITY & COUNTY OF HONOLULU DETAILS COUNTY OF MAUl

COUNTY OF HAWAII SEPTEMBER t98•

STANDARD DETAILS tor Public Works Construction September 1984

Roads & Streets PART

6"

------- ---

3'- o" 1'- 6''(see Note)

PLAN

r+A 3'-o"

l_.A ELEVATION

7"

NOTE: For curb returns use 1'- 6" pre-cast concrete curbs.

PRE -CAST CONCRETE CURB

COUNTY OF KAUAI CITY & COUNTY OF HONOLULU


PRE-CAST CONCRETE CURB

SCALE: 1-1/2" • 1'-0" SEPTEMBER 1984

STAN DAR 0 DETAILS R-1

R-2

3'- o"

-,._

PLAN

: 3'- o"

ELEVATION

SECTION A-A

PRE-CAST CONCRETE DRIVEWAY CURB

STANDARD DETAILS

PRE-CAST CONCRETE DRIVEWAY CURB

SEPTEMBER 1984 SCALE: 1-112" • 1'-lr



t------------------..1~- o"

-------· ---PLAN

4'- o"

ELEVATI.ON

7"

SECTION A-A

PRE- CAST CONCRETE DROP CURB BLOCK



PRE-CAST CONCRETE DROP CURB BLOCK

SCALE: 1-1/2" • 1·-0" SEPTEMBER 1984

STAN DAR 0 DETAILS

R-3

2'-63/4"

7" 1'-113/4"

6" T' 1---!--- - 3j." _...!L

C~rb Grode

~•-v.)\ li ~ p

~ io .q-

R=1" Slope: T' to 2r1'

PI

~ ~

2'-71h" ~i ....-

Closs "A" Conaete qua~tity = 0.0584 cu. yd/~n ft.

CAST IN PLACE INTEGRAL CURB AND GUTTER Scale: 1 '12 " = 1'-0"

2'-63A"

7" T-113/4" 3j." ~

Variable Slope-._____

~-T=•---=)- t\ Cl.l c = -g ._! u

Slope: T' to 20" ~

~I "N -6. l R=~") \ ~ t-

Cl.l R=T' fa ~

Cl.l

Jl -> I. " .I 2'-7Y2"

TABLE Closs "A" Conaete quantity = 0.0506 cu. yd/lin. ft.

D!ST. CURB SLOPE r£JGHT LINE TO It CAST IN PLACE INTEGRAL ... ~- ....

12' 1}'16 11 to 12" 7ts'' DRIVEWAY CURB AND GUTTER

10' 3;4 11 to 12" 77/.S' Scale: 1 Y2" = 1'-0" 8' 7/a" to 12'' 7'12"

7' lo/16" to 12" 7o/16"

6' 1 ~16" to 12" 7%"

3' 115;16" to 12" B%"

COUNTY OF KAUAI

R-4 STANDARD INTEGRAL CURB AND GUTTER CITY & COUNTY OF HONOLULU

DETAILS INTEGRAL DRIVEWAY CURB AND GUTTER COUNTY OF MAUl REVISED SCALE: 1·1/2" = 1'-0"

COUNTY OF HAWAII JANUARY 1995

- -- ~---------------------

2'-6 3f4"

7" 1'-11314''

6" _1 T' .,._!-. 1 Ys" -~ I Curb Grode

~W~.·~~\;:)r'\~(.)~~:--===w~~#~4~@~,2~"~0~~~·-i ______ 11----~-~t :.> Slope: T' to 20" I

J ' #5 Cont. J 2" ~ t-o-

- ~Cir. / __ •...,,.--• v •

\ 4"

2'-7 ¥'a"

Class "A" Concrete quantity = 0.0828 cu. yd/fin ft. ~------ 4 : #5 Equolly Spaced

CAST IN PLACE INTEGRAL CURB AND GUTTER Scale: 1 % II = 1'-011

7" Vaioble Slope ---~-

, Ve" ~

(~~~ bdow) -~~ ~ . ._1

l___\ '=::::~~t~~SI~~~~t~·~t£o~2~0~"-71------~-~----T :L: ,__ ~ v~ ~}-'- ;' , .. ~ t--1--

#4 @ 12" o.c.

! ~ J:i~#5 M /• ~T\ J5Q) • .v ., ~e _ ~2"c•. "' \ ...

1 \

2'-7 ¥'a" \ ~t .-------.-~~~---.--~C~Iass "A" Concrete quootity = 0.0741 cu. yd./fin. fl \__4 - #5 Equolly Spa;ed

1-£1GHT

10-t'a"

10%"

CITY & COUNTY OF HONOlUlU

CAST IN PLACE INTEGRAL DRIVEWAY CURB AND GUTTER

Scale: 1 % II = 1'-0"

NOTE: Use this detail also at catch basins. Modify reinforcing between gutter and catch basin walls, as required.

INTEGRAL CURB AND GUTTER INTEGRAL DRIVEWAY CURB AND GUTTER

FOR R/W OF 70' OR MORE

STANDARD DETAILS

SCALE: 1-1/2" 1'-0" JANUARY 1995

R-4A REVISED

I : I I

--\""1 I ,'?! I

ijVI I ~~ I / 2'-6 3,4" I

I I

I ~~6~"--~~--~/~T~-~T_' ------~~--~11~3~~~~~------~ ~

Outfine of Standard ~ I

6" H;gh c..-b J--~---, /~- euro "'"""

\R~i-'----_ ~ ~ I\ ~ "'"> I Slope: T' to 20"

-+-----+-------r-1-'L _ --- ___ ".:'":~==--_!-~~~~::.._::~-tt-------j-1 I II)

: I I c r;vt ,= "'-1 l.D

eft ,s I I U

I I

I

7"

OptionoiJ

2'-71f2"

Closs "A" Concrete quantity = 0.0565 cu. yd./lin. ft.

CAST IN PLACE ROLLED CURB Scale: 1 % " = 1'-0"

NOTES

1. Rolled curb shall not be permitted:

\ ·-

a. Where rood gradients ore 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.

CITY & COUNTY OF HONOLUlU COUNTY OF MAUl

COUNTY OF HAWAII

ROLLED CU'f!B

:;c:/\t r 1 1 7- ,. o·· ---···-------------·---·

JI\NIJI\f1Y 1995

STANDARD DETAILS R-5

REVISED

STREET TRANSITION GRADE LENGTH*

0. 6 °/o 16'Min.

0, 7 °/o 12' II

0.8 °/o 10' II

0. 9°/o g• .. I ,0°/o a• II

1.1 ~0 7' II

1.2-10, 0°/o 6' II

IABLE *Apply to 5"and 611 curbs

0

Cast in Place Rolled Curb

5" or 611

curb heigh1

NOTE:

I. Minimum lengths indicated in table are applicable only when flow is as shown.

z. Use minimum lenQth of 6' for all street grades when flow is opposite to that shown.

3. Curb height of standard curb Ia 1 .. hither than rolled curb.

4. Un e' at ups1ream aide and 4' at dowa.streom side for transition to eotchbastn with s"· . curb hei;ht.

ROLLED CURB TRANSITION

STANDARD DETAILS

NOT TO SCALE

ROLLED CURB TRANSITION TO CURBS AND'CATCH BASINS

SEPTEMBER 1984 NOT TO SCALE

COUNTY OF KAUAI CITY & COUNTY OF HONOI,.ULU


u-e 0 ::I a::u .E ., - CD

8t~

Provide keyed joints both sid~ts· (See Detail "A , ........... --~+--

• ·Sht. R-29for ..... new constructi .4 · •..•

Variable approach Vfid1h

Note: 6x6-I0/10 Galv. Welded Wire FabTic permitted for Hawaii, Kouai 8 Ma~i only.

,~

Cost in Place Rolled Curb

A~

PLAN

Variable

ELEVATION scALE: •t4

11 = t'- o"

Variable

---Slope: 1/4" to 12" ~

.I

--

Property line

: .... :,-ll

Sow cut min. 1" for joint to e~tist. sidewalk.

f t- ~----- --L.-4"thick concrete reir\for~ a s ' with 6x6-E¥6 Golv.Weld 8 se o req d

Wire Fabric.

SECTION A-A SCALE: 3ta"=I'-O"

DRIVEWAY APRON WITH CAST IN PLACE ROLLED CURB



(RESIDENTIAL ZONE)

DRIVEWAY APRON WITH ROLLED CURB

SCALE: AS NOTED SEPTEMBER 1984


' i ; NOTE:

6" thick concrete reintorcea with 6 x 6- 6/6 golvomzed welded wire fabric. r--- ------

Construction

i Construction joints shall be keyed . construction joints with tie bars per ! detai I on sheet R -II

-------, I

Warp this return gutter to meet thru gutter grades

I I I

'------Flow Line

PLAN SCALE: 1

11 = 20'

4' o" -2'- o" 2' -011

. R-8

:Nl Gutter Grade""- ~ .. . . l

. t. ~ --' ~ -. . •••

~

.• 6x6 - 6/6 II II

·-Galv. Welded W1re Fobnc L, Closs B Concrete

STANDARD DETAILS

•

SECTION A- A SCALE: 1

11 = 1'-0 ..

THRU GUTTER

THRU GUTTER

SEPTEMBER 1984 SCALE: AS NOTED



en n )> r m

~ z 0 -t m 0

n -1 -<

n ROn on no c:Ooc: zC:c:z -tZz-t -<-1-t-< o-<-<o .,co.., ::z:""'.,.,~ >3:::t:)> =El>oc: >C:zl> --o-- ,...

c: ,... c:

n 0 ·2 n :a m .... m ~

l> < m 5:

rn m

m z ....

~ m ~ CD m :u -i •

en o-f ml> -fZ )>0 ;:::)> cn:::D

0

::tJ I

c.o

Varia~l! ________ ·t-----'!~~i~~~-" -----..J A.t- -~ See Note 1 See Note I 1 · 1

Longitudinal Joint (See Note 3 and joint dc:toils)

PLAN SCALE: I"= 1'- o"

Variable Roadway Width

li Construction Joint] Longitudinal Joint

SloDe: l/4"to 12"--

SECTION A- A SCALE: 118'= 1'-o"

1.

2. 3.

4 .

5.

6.

• 1i 0 ·o: 0 >

CONSTRUCTION NOTES

Transverse joints shall be either weakened plane contraction joints or construction joints with dowels and shall be evenly spaced approximately 15 feet apart. Expansion joints with dowels shall be located at intersections only. longitudinal joints shall be either weakened plane joints or keyed construction joints with tie bars. Maximum spacing between joints shall be as provided in the Standard Specifications. Gutters constructed monolithically with the pavement shall be delineated with a score line. Gutters constructed separately shall have a longitudinal keyed construction joint with tie bars. Tie bars shall also be pro.vided where gutters are constructed monolithically. For monolithic gut lets, slope shall be 1/4" to 12". Gutters on grades at 12% or less shall be steel trowel finished and gutters on grades greater than 12% shall be broom finished longitudinally. Pavement on grades at 12% or less shall be broom finished transversely and pavement on grades greater than 12% shall be bristle brush finished.

CONCRETE PAVEMENT

I j I

,Sow cut or formed groove . ( Fill with joint sealer

I • ~ •

-1~0· ~~--~~--~~

J-----___;___~· ....;.....;.._. ~~ TRANSVERSE CONTR~.CTION JOINT

~-

N ........ .,

.,. t II

Scale 'lot= I -0

Sow cut or formed groove (Fill with joint sealer

I ~- ~· --!~to •

t c:::=========::;===:::::J ·.~ ! ]:: .. ]. 0

r---~~--~------~~~--~~~ :;. 3 x 15" Deformed Tie Bars at 30'' o.c.

LONGITUDINAL JOINT Scale•l\"= 1'-o"

CONSTRUCTION NOTES I. Weakened plane joints may be constructed by sawing, formi119

dummy groove (see Detail'~') or inserting ribbon or premolded strip. 2. All joints shall be slightly under filled with joint sealer paving

asphatt, grade 85-100, AAS HT 0 Desl9ncitlon : M-20 3. All dowels shall be paint and greased. Expansion joint

dowels shall be equipped wittl 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" ).

DUMMY GROOVE JOINT DETAIL .. ,;. •

-., -£ a. ..

0

Scale: 3": 1'-o"

~ DETAIL "a••

Scale• 3"= 1'-o"

COUNTY OF KAUAI

R-10 STANDARD DETAILS

CONCRETE PAVEMENT JOINT DETAILS CITY & COUNTY OF HONOLULU COUNTY OF MAUl

COUNTY OF HAWAII SEPTEMBER 1984 SCALE: AS NOTED

Premolded E11.pansion Joint Filler.

# 6 "' 13" Smooth Dowels at 1e" o.c.

Ellpanslon Cap

EXPANSION JOINT WITH DOWELS

Fi II with joint sealer""

\ I • ' : "• I~

T ' R• ~.]r-lt-L--·· ------l.· ·~l · .. _l

# 6 x 15" Smooth Dowels ot 18" o.c.

TRANSVERSE CONSTRUCTION JOINT WITH DOWELS

tFill with joint sealer

Concrete Structure

1-------:-. . R=%.·.-/ --r . . .

EXPANSION JOINT

See Detail "e" f on sheet R-10

~ j_ . . . ... /ry ~,......;;;;.--· " ~ .. J· . I . . ' .

. I \

# 3 x 15" Deformed Tie Bars at 24" o.c.

LONGITUDINAL AND TRANSVERSE KEYED CONSTRUCTION JOINT

WITH TIE BARS



CONCRETE PAVEMENT JOINT DETAILS

SCALE: 1·1/2" • 1'-0" SEPTEMBER 1984


I

I I I I I

II

•

Finish with Lamp Block match A.C. pavement.

8" W.l. or C.l. Pipe filled--+-=----~....-.~ with crushed rock. ASTM size #6 (Nominal size 3/4"- 3/a") :

3" Galv. Pipe filled with concrete

STREET

R-12 STANDARD 0 ETA I LS

•. •

. • •

b

•

"'

• •

II

Dia.

. . •

•

0

•

.

. . •

,.

=

-rc')

:

NOTE: Where the excavation extends into solid rock the depth may be decreased if approved by the Engineer.

SURVEY MONUMENT SCALE: 1·1!2" = 1'- o"

COUNTY OF KAUAI STREET SURVEY MONUMENT

SEPTEMBER 1984 SCALE: 1-112" • 1'-0"

CITY & COUNTY OF HONOLULU COUNTY OF MAUl

COUNTY OF HAWAII

1 ..

TOP VIEW - STREET SURVEY

MONUMENT FRAME AND COVER

9" Oia.

7112" Oia. 7 1/4 •• Oia.

114"

5 l/2''Dia.

6" Dia.

14" Dio.

112" 1/8''

BOTTOM VIEW OF COVER

9" Oia.

7 V2" Dla.

7 114" Oio.

·G'' Oio.

14" Die.

SECT! ONAL VIEW OF FRAME AND COVER SECTIONAL VIEW OF ALTERNATE FRAME a COVER

STREET SURVEY MONUMENT CASTINGS COUNTY OF KAUAI

CITY&COUNTYOFHONOLULU STREET SURVEY MONUMENT CASTINGS STANDARD DETAILS R-13 COUNTY OF MAUl

COUNTY OF HAWAII SCALE: 3" • 1'-0" SEPTEMBER 1984

a" Diameter

~-1/2" PI'

\c,..,.,.'-.._

PLAN

I r-Raad Surface I

i

1 I I l/2"x 2-1/2" Brass Plug v ' Feathered at bottom to I i i be set otter ~,..... ·I

~ I' "CJI

i is completed. ... .., ! II I. ..I

I ..,;

I --, ~~ I

I Closs "e" Concrete ~I

~~ i il I

I I . :i l I

I -, .::,

I ~ 01

::!:j

I = i IDJ

I -..:.1 I

__j_ ELEVATION

CENTERLINE MONUMENT

COUNTY OF KAUAI

R-14 STANDARD CENTERLINE MONUMENT CITY&. COUNTY OF HONOLULU DETAILS COUNTY OF MAUl

SEPTEMBER 1884 NOT TO SCALE COUNTY OF HAWAII

3" Red ot 2'- 6

z'- 6" (mol<.)

~·- o", 2'- E"

I I l r-1

Q I 0 I .

: 0: ]

~eflectors J o.c.

I I I I I

I I I

a'- o" (max.)

I 2'- 6" 2' -6"

I 0 0

4"x e" Treated Douglas Fir Post

2'- 6"

r--1

0 :. ·p I o •

I I

I I

I I I

( 2"x a" Treated Pia

I

nk

0 ~ \"

I 2 Coots white p (exterror enamel primed surfocy

.. -..

Otnt l on

n l ____ --=r .------------ -r--r- I '-

ELEVATION NOTE= I. Reflectors

type.

2. Treatment ond wood

1/2" Corrioge Bolts with washers (galvanized)

'-concrete Header (Stc1. Pre- Cost Cone. Curb)

shall be paste- on

sholl be for term1tes rot.

-~Header as required 4"x 8" Treated Douglas Fir Post -----t N

2'- o" 3'- o" (mm.)

SIDE ELEVATION

.......--Pavement /

TEMPORARY WOODEN BARRICADE



TEMPORARY WOODEN BARRICADE

SCALE: 318" • 1'-0" SEPTEMBER 1984


I

I !

I I I

1-#3

PLAN

OPENING WITHIN. SIDEWALK SCALE: '12" = 1'- o"

'----·-· 3 PLAN

_OPENING AT EDGE OF SIDEWALK scALE= ~~~ = 1'-o"

dge of sidewalk or utility box

NOTE . a,~ 1. Reinf. bars not required where Gz > 2'- 0"

a,

.UUTIIUHUI ho,ok ~r b<l- 2

OPTIONAL BAR DETAIL SCALE: Ill" = I'- 0"

dte of sidewalk or utili1y box

"boll or opening-~

TYPICAL SECTION SCALE: J ~~~ = 1'-0"

SIDEWALK REINFORCEMENT DETAIL$ AT UTILITY BOXES OR. OPENINGS


SIDEWALK REINFORCEMENT 0 ETAILS

AT UTILITY BOXES OR OPENINGS




I A I Ll

3'-o"

I

Standard cone. curb

I A I

I _j=o I

I #4

I bor----4

I ~:;; . ,J____._

~--- -- ~I 1/i' CJ.

-----Sidewalk -----

PLAN SCALE: 3/4" = 1'- o"

Permeable and porous cone. slob:

. .o-.,- 81 ·• c '31"'=>s

---+---- Backfill moterial by contractor unless specified otherwise. (3 to I topsoil and manure mixture.)

SECTION A-A SCALE: 3/4' : 1'- o"

TREE WELL WITH CONCRETE COVER



TREE WELL WITH CONCRETE COVER

SCALE:3/4" • 1•-o-· SEPTEMBER 1984


.-----.------...;.._-----·------- ·---- ·------·------

C/1 m

~ m ~ Cll m lJ -ll! ~

Ill n ,. r m

~ • I

::0 I

-a. (X)

(I)

0~ mJ> ~2 )>0 r=)> cn::J:I

0

w . 0

= -n : :J:Io

2 ,... -2 ,.. "'" m 2 n m

.. I.

'l

Q

~ n Gon on no c:Ooc zCcz -4Zz-4 -<-4-i-< o-<-<o -noo-n :z::""-n~ >il::z::,. :e>oc ,.cz,. =-o-r-

c rc

101

- o" max.

~Knuckled selvage ~·~ , ... Golv. ateel wire tlet at

Cone. footing -clast "a" cone., neat e~ecavotion

FIRST LINE POST

.ID t

.N

SLOPE,CORNER,END or PULL POST

NOTES: I. Posts and braces shall be Schedule 40 (standard weight)

pipe. Size• epecified are outeide diameter. 2. All fencing material ehall be galvanized steel. 3. Top roll coupllnot thall be located within 6" of line poeta. 4. Top of concrete footing thall be crowned to thad water.

101

• o" max.

.fop roll I~~~ 0.0. pipe (1.68 lb./ft.)

7 oooe oalv. tenalon wire ~.lth galv. ateel wire tlet at 24 o.c.

FIRST LINE posr

·o I -. ts

=o I -.,

=o • .N

Ill n ,. r m

"' ~ :

... !' ~

n ~ -<

n ROn ogno c:c:cc: Z 2 c:z -f-tZ-f -<-<-t-< o -<o .,co., ::c.,.,~ >i:::z:> =e>cc: ~=~~ - r-

c: rc:

"' -n ::z: > -z rz ,.;

"" m

Ill m

z n .,

:!I m ~ m m lJ ... :g ..

C/)

o-f ml> -fZ )>C

i=l> cn::r:J

c

::0 I

...a.

c.o

o'- o" max.

/

Line post cop with eye top

. _ Top rail I o/8" 0.0. pipe (2.27 lb/ft.)

2" mesh, 9 gage chain link fabric

7 gage galv. tension wire wjth galv. steel wire ties at 24 'o.c.

FIRST LINE POST

NOTES: I. Posta and braces shall be Schedule 40 (standard weight)

pipe. Sizes specified ore outside diameter.

2. All fencing material shall be galvanized. steel. 3. Top rail couplings shall be located within 6" of line posts. 4. Top of concrete footing shall be crowned to shed water.

10'- o" max.

Twi1ted ond barbed 11lvoge

Galv. steel wire ties at 24"o.c.

'14" x 314" streteher bar with stretcher bar band at 14" o.c. malt.

:

:0 1 I' 1 ~Cone. foo1ing-, class "s" cone., •10 . I I neat excavation

Twisted and barbed selvage N

I t?" I Hifo4

SLOPE, CORNER, END or PULL POST

FIRST LINE POST

(/) m

~ m s: ID m :D ..

:0 I

~

en o-f ml> -fZ )>C

r=)> cn:D

0

:!! -t ,. < ., n l> ,.. en -z ~ ,.. m G)

Ill l> ~ -f r m '" ~ • ... f ~

n

~ n llDn on no cCioc

~ ccz Zz-t -1-1-<

o-<-<o "T''CICI"T'' :z:"T''"T''~ Jlo~:z:,.. ::EJiooc ,..cz,.. =-o-r

c rc

It)

• g : • ol!

• I ~ CD ,._ -.

~ If)

~ II "' II :.t • 7'4 stretcher bar. wllh ~,tretcher bar band at 15 o.c. max.

2" mesh, 9 gooe-.choin llrik fabric

I .. I ~

... ,_., ,.. ______ ....... , _ ..... _ ........ -- . - ..

4'- o" 1%" 0.0. pipe gate frome and brace (2.2 7 lb./ft.)

It• Typical end post and fittings (see

•

end post detail for applicable fence height)

TYPICAL PERSONNEL GATE SCALE: ~a11 = 1'- 0 11

NOTES: I. All fencing material including

gate hardware shall be galvanized steel.

2. Posta, braces, and gate frames shall be schedule 40 (standard .weight) pipe. Sizea specified are outside d:ometer •

3. Gate shall be provided with provisions for padlocking .

4. Corner fitting, for gate frames may be usecf n lieu of welding.

5. For 3' or 4' high gate, ellmnate all horizontal bracing arid attach truu rod to tor, of odlacent line RP•f. Chain I nk fobrlc shall be 2 mesh, ll eave.

6. Gate shall hove knuckled selvage top and bottom.

7. Top of concrete footing shall be crowned to ehed water.

~ ... ~

n 00 0 en no c:coc: zC:c:z -.zz-. ~ ....... ~ 0~~ -nco~ :r:""-n l>li::c;o:: :El>o~ ~=2)> - o-,...

c: ,... c:

1/)

n )> r m .. Ll iii -0

' I I -CD -: -1 I -< '! -o

n )> r-c 0 c: = r-m Cl )>

I -1 1i:: m )> ::a 0 :a:

m

(I) en o-t c ml> "'0 -IZ 1"'1 )>O :::0 -)> (J) ~::0 1"'1

0 0 1"'1 en

:D I~ I

N --'

10

• -0 c 011 011 Ill

011 u c ~

-.,. ... 0

'"" 3/811 ~truss rod with turnbuckle

I Y'e." 0.0. pipe gate frame and brace (2.72 lb./ft.)

151

- 0" mO'll.

--12 go. oalv. steel wire ties at 16" o. c:.

IJ

-1.,.._ II t • - sleeve In x 6 x 6 L "Embed I 11 P'Pit "

concrete anchor.

611s6"xl2" dee

where not paveS

TYPICAL DOUBLE SWING GATE -

SCALE: 3/~'=-6"

~4" x 3/4" stretcher ba~,with stretcher bar bond at 14 o.c. max.

4 11 0.0. pipe (9.11 lb./ft.} for gates over 12' 3Y2"0.0.pipe(7.581b./ft.) for gates 12'or len

-01

It'll

NOTES I I. All fencing material including

gate hardware shall be Qalvanized steel.

2. Posts, braces, and oate frames shall I:) a scheaule 40 (standard weight) pipe . .Sizes specified ore outside diameter.

3. Gate shall be provided with tubular plunger bar, I lock keeper, I lock keeper guide, 2 latch forks, 2 fork catches, I catch for plunger bar, and 2 gate stops located as directed by the engineer.

4. Corner fittings for oata frames may be used in lieu of welding.

5. For 3' or 4' high QOfe, eliminate all horizontal bracing and attach truss rod to top of ad jocent line post. Chain hnk fabric shall be z• mesh, II gage.

6. Gote shall have knuckled selvage top and bottom.

7. Top of concrete footing shall be crowned to shed water,

)> L-2:::..~_1_---------------·----------~-~· ... .- ''"-~~'"···· ·~···· -··-·-··-·· -~·-··· ····-~· ·----· ,______..J

i I

I

-------------~

TYPE A BOLT D L TYPE a· BOLT L

Splice Bolt .,t .. ~~.- Past Bolt tor Cone. Post with Metol Blocks 9Yz" Roil Bolt for Cone. Post (No Block) If. • • 9'1," Post Bolt for Metal Post with Metal Block lit."

Roll Bolt for Metal Block or Metal Post .,_. 2

RAIL AND POST BOLTS Scole : lk Size

1):.

' I "1 {~ ... SPLICE BOLT SLOT

Seale : ~ Size

~Lt~-- .j-.. ·· 1!-" T

-~~.._;R lk:J ]_

R-22

POST BOLT SLOT Scale : ~ Size

0 0 I . l

cb I Q,

'a gop RAIL WASHER

Scale : lfa Size

I I I

-----j- f:n:Df-j-t-·---9 I !! I I I I 0 I

RAIL SPLICE Seale: 1~' = I'- 0

1

STANDARD DETAILS

METAL GUARDRAIL DETAILS

~t.; Deep x ~ DiG. c' Bore for Type A Bolt only. Plain nut for Type B Bolt.

HEXAGON NUT Scale• \Ia Size

Seote•lrz Size

RAIL ELEMENT SECTION Scoles 3"= t'-o·

COUNTY OF KAUAI



COUNTY OF HAWAII

Metal spacer block W6 11 8.5

Post bolt Galv. &,18. ll 13/". bolt, nut a washer. Two req'd per post.

Reinf. cone. post. See detail.

ELEVATION CONC. POST

0

Post bolt Galv. 61;11 ~~:boll, nut~ washer. Two reqd per block at alt. side of web.--::::::=:::---

'-rL

Metal spacer. block- W6 a8.5

Metal post-W6r.8.5 Hardware some as for concrete pos1.

WITH SPACER BLOCK METAL POST

WITH SPA9~R .. BLOCK Scale:~;= t'-o'

~4"G.I. pipe sleeve in each post or hole formed in concrete by use of grease bo Its

. or other means.

Scale:~4=1-0

-Rail bolt•~a· 11 2" bolt, nut, washer. One reqired.

Metal poat -

2'- 6''

=, ~--'" <::::,o oage

~ • x 2't.z" post bolt slot

~II=

(bolt os req'd)

?) 414• 4y"•

---~-t 2~r. 3" slots for Type "A" splice

SPECIAL END SHOE Scale:~~·= t'-o"

~ ~Y\

~t:;;;T I r-c:> ___ CI_· ==-- ;- 1,) I 30° l2"i 8 !<! %," sheet

/

-r---+-r-:0-~CI ___ I ~ --~----] I

0 c:> 0 ------..J CURVED END

Scale: t\lz" = t'-o"

W6 ll8.5•5'_g• min.

'o! ' . • IDi

i I I i

L '--_ __.._,_.;chamfer

ELEVATION

CONC. POST WITHOUT SPACER BLOCK

Scale:~;= t'- o"



TI ELEVATION

METAL POST WITHOUT SPACER BLOCK

Scale; 31;: 1'- a"

Note: All metal shall be galvanized



12~· lap

Some as roil element section

FLARED END .,. I II

Scale: I~= I -0


i I i ! I

d section as designatacl En b y Envineer.\

~ .... .h

R-24

""/ .. ,

STANDARD DETAILS

I' I I ,, ,, II lJ

- -t Post bolt hole--... LAp in direction of traffic ~ I

"en I --

"" . ., ~ ..... -~ . Cone. or metal 1 I Intermediate post may 1 I .E

be omitted with 1 E post with or I 1 "N without spacer Engineer's approvol:---1 I

I ,, -., block. il LJ LJ

TYPICAL ELEVATION ScaJe: ~ = ,._ o·

\Aaries See sife pion.

Curb line or edge of pavement.

TYPICAL SECTION Scale:~;= I'- 0


SEPTEMBER 1984 SCALE: 114" • 1'-G''

Variable 'V

-I ~~"

+-Direction of traffic.

Endsectl on as by designated

Engi!."'·

V~'''"'''-"

I' II

d



-----------

--~erty ine

'----Grooved loctile worring signd

SIMdord 6" hic;t> cu-b

RAMP AT CURBED DRIVEWAY

6'-(]"•

PLAN SCAl£: 1/8" = T-O" •1t "X" > 48" fkJ"es

shal be- s·-<i· wide. See note 5.

6'--Q''. 3'--Q'' 6'--Q''. 1 Property """ grade

I. • •. :11 11:PiMIIill [~op of alb

L Gutter fne ELEVATION SCAl£: 1/8" = T-Q''

CURB RAMP

I r. Existing alb • Sowcut \ CYld sidewal<

6'--Q'' Min. ~ gutter 6'--Q'' Min. J ·- -_Jill

SCALE: 1/8" = T-0"

/Cutter 'ne

I. T' I 36-1/4" .! PLAN

NOT TO SCALE

E ~ ~-~--------g---------;;~~ - lll!lilll![l] L ~ trr±iJD· - !IlL u

4" Concrete on ' 4" Concrete en 4" corrpocted bose I I 4" C01Y1XJCled bose COU""Se, as req..ired. ... ~7"~ cOl.Cse. as req..ftred. •• ELEVATION

NOT TO SCALE

••For City & COlllty of HonoliJ, use 6" aggregate 5\bbose, per detoi R-28.

TYPICAL SECTIONS SCALE: 1/4" = T-0"

StMdord cu-b

·PLAN SCAl£: 1/8" = T-0"

Stadcrd alb as reqied 1 by existng c:mditians 6'--Q'' I 5'-Q'' 6'-Q'' r Top of cu-b

! i I L Leutter 5ne

ELEVATION SCAl£: 1/8" = T-Q''

RAMP AT NARROW SIDEWALK (UNDER 6')

COUNTY OF KAUAI CITY & COUNTY OF HONOlUlU


CURB RAMP

SCALE: AS NOTED

GROOVED TACTILE WARNING SIGNAL

NOTES

t When necessitated by existing physical conditions, alternate curb romps may be used stb ject to engineer's approval.

2. Subject to field conditions, the engineer shol determine the final location of the curb romp.

3. Where necessary. pulboxes. hondholes, manholes, etc. Shol be adjusted to match curb rorrp grade. Adjustments shol be considered ncidentot to curb rorlll construction. unless otherwise noted.

4. For on existng sideworo<., entire sidewdk between necrest score ines shol be removed.

5. For curbs > 6" hicfl. flares shaH be constructed at o max. ratio of 12H:1V. However, if "X'' ~ 48", flares shdl be constructed at o max. ratio of 10H:1V.

SEPTEMBER 1992


REVISED

BY BROOM FINISHING IN THE DIRECTIONS rUNE ROUGHEN CONCRETE SURFACE~48:1 BOTH PROPERTY

DIRECTION SHOWN (MAX) _j_ _

. . . .. . .

:·.;·." .... ~=:. :··'·"·<·· .: ··~ .:·:. ·. ·.: ~, ....... ,:- ·'·.:·:.··- .·· .. >~ . ·· ..

GUTTER

PROPERTY UNE GRADE\

8'-o·MAX. PLAN

ELEVATION SCALE: 1/8•=1'-o• '

12'-o• MIN.

8'-o• MIN.

...

STANDARD s• HIGH CURB

\0 GUTTER UNE

"' MIN. I I

":1

I

"• CONCRETE ON s• SELECT BORROW, PER DETAIL R-28.

SECTION SCALE: 1/"•=1'-o•

RAMP FOR 12' MIN. SIDEWALK (TYPE A) SEE NOTE 5 &: 6

3'-o·MIN. PROPERTY 12• -o•MAX.

UNE~--,·~~~~~~~~~ STANDARD CURB AS REQUIRED

·•·---~•.----··-• ili·Jfiil,liili!i!,f .11111 !if,liiii!liiil,ili!- ·;-: --.;;

GUTTER

PROPERTY UNE

TOPG=E\ CURB)

PLAN STANDARD CURB

SCALE: 1/8.=1'-o• , • lSTANDARD CURB AS 3'-o· MIN.

1

5-o

1

3'-o• MIN REQUIRED BY EXISTING 7 CONDmONS

ELEVATION .

1

. • \O: .. G~ER UNE

SCALE: 1/8•=1'-o•

NOTES 1. WHEN NECESSITATED BY EXISTING PHYSICAL CONDmONS,

CUSTOM-DESIGNED CURB RAMPS SHOULD BE USED SUBJECT TO CITY'S APPROVAL

2. SUBJECT TO FIELD CONDmONS, THE CITY SHALL DETERMINE THE FINAL LOCATION OF THE CURB RAMP.

3. AT INTERSECTIONS CURB RAMPS FOR EACH CROSSWALK ARE PREFERRED AND SHALL BE IN UNE AND WITHIN THE CROSSWALK. HOWEVER A SINGLE CURB RAMP FOR DIAGONAL CROSSWALKS CAN BE APPROVED If' THE DESIGN DETAIL IS ACCEPTABLE BY THE CITY.

-4. f'OR AN EXISTING SIDEWALK, ENTIRE SIDEWALK BETWEEN NEAREST SCORE UNES SHALL BE REMOVED.

5. FOR SIDEWALK WIDTHS LESS THAN 12', USE DETAIL f'OR RAMP AT NARROW SIDEWALKS.

6. THIS DETAIL IS INTENDED AS A GUIDEUNE FOR NEW CURB RAMP CONSTRUCTION. A SITE SPECIF'IC DETAIL THAT MEETS THESE REQUIREMENTS SHALL BE SHOWN ON THE PLANS.

7. IN ADDmON, PASSING SPACES ALONG NEW SIDEWAlKS SHAU. BE PROVIDED AT MAXIMUM 200' INTERVALS AS REQUIRED BY ADA GUIDEUNES. THE PASSING AREA SHAU. BE A MINIMUM 5' WIDE BY 5' LONG AS fEASIBLE.

8. NO PULLBOXES, HANDHOLES, MANHOLES, ETC. SHALL BE ALLOWED If' THEY CONTAIN ANY OPENINGS > 1/2• AND ARE OF A POTENTIALLY SUPPERY SURF'ACE.

9. TRANSmONS f'ROM RAMPS TO GUTTERS AND STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES IN LEVEL THE CHANGES IN LEVEL THE MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 20:1.

PROPERTY STANDARD UNE\ DROP CURB\ -.1-~- ____ , __

··.

GUTTER

411:1 BOTH DIRECTIONS (MAX)

RAMP AT CURBED DRIVEWAY SCALE: 1/8.=1'-o•

s•-o• MIN. t

SIDEWALK _[_BEYOND

.--------===.48:1 - ------ .

4• CONCRETE ON s• SELECT BORROW, PER DETAIL R-28.

SECTION •A• SCALE: 1/"•=1'-o•

RAMP AT NARROW SIDEWALK- UNDER 12' (TYPE B) ~~;E~~D~F~o~~L~LU

CITY 1: COUNTY Of' HONOLULU

SCALE: AS NOTED

CURB RAMP APRIL 2000

STANDARD DETAILS R-25A *

. . . • '• 0

' . . .. :

... . . -.. . . . . ... . , . • . :'

. . .. ·. . .

• : . . . . .. '! .

. : ..

.. . · . • . . . . . . .

~-..

' I I . ' I

.. . . :• • I i . ·. '. ! -· I

.•.. I

:

~ I 2'-o"r Gutter

: : I

I R-26

~ . • .. · .. ·•· : .. -: .. r Wall CIS reQuired ~A See Construction PIOns . . . . . . . . . .. ·.

~XA N . ~X .X~ 1:~ . . Y:: )C ~ .A _r,:,: ·. - . ·o ' -

• . c ., A. I....

L~VATE • I

.c ~ = • c

0 : ,., -~

D c ~ DRIVEWAY RAMP~

~ • • .. • 0 • ~ .&: ... • D ,_ .t Q • . C(

.

:0

. ,•

. . k<f· l_ Cut fit' fill slope 1 L..A v .·~ . . . . . . .· .• ·. . . . . . - .. :1. . . . .. - :

• • •• • 0 •

1'-o:'

v

~LA~

ll

r •'- o•

Sidewalk

ELEVATION

Variable t'-o" See construction planS

SECTION A- A

Remcwe aiati poyement

•• DOvement tt1.1ckneaa

CONSTRUCTION NOTES I. Asahaltic concNte pave~~t~~llt ShaH be I lfl" thick m1n.

ect CIDII8true .. d over a 4" tllick bale c:ours&

2. Reiad•cecl concnte paveiMIIt lhall be 4" thick nun., ralftforcecl with 6 a 6 ·II& valvanlzed .. lded wn tatlric 01111 ClllllltruCieCI an COIIIPCIC-.d subQracle.

3. . Ratted coral drlvwoJ ramp shall be 3" thick min.

4. For all fill llapes .,.. 4" top ail an till mater~al.

PRIVATE DRIVEWAY RAMP COUNTY OF KAUAI

STANDARD PRIVATE DRIVEWAY RAMP CITY & COUNTY OF HONOLULU

DETAILS COUNTY OF MAUl COUNTY OF HAWAII

SEPTEMBEP 19&• SCALE: 11•• • 1'-cr

-

2'- o" Gutter

. :

Curb Line--+--4

Score Jines llloll be spaced equally between expansion joints to nearest 4'.

.,..

PLAN SCALE: 1" = 10'-o"

ScoreLi•

= ... Finilh with jointer

. ·. :.· · ...... .. ·.

.!f..QIU 1. Sidewalk shall be broom finished

perpendicular to curb line.

2. Premoulded pponslon joint filler shall be 112 tftica.

I.

F'~nish with ectoer

.· -. _. .. . .. . - .. . .. . ..

"Thick Closs "a" Concrete .. . . ·· ; . ; ·.• . •. .

SECTION A-A SCALE: -'14'' = I'- 0"

FULL WIDTH SIDEWALK AT CURB RETURN



FU LL·WIDTH SIDEWALK AT CURB RETURN

SCALE: AS NOTED SEPTEMBER 1118•


STANDARD SlfiEWALK WIDTHS Sidewalk widths for sidewalks in districts described in the Comprehensive Zoning Code for the City and

County of Honolulu shall conform to the following:

J&~ All Resident:"Ji A-1, A-2, ond A-3 Apartment A-4 and A-5 Apartment H-e Resort Hotel

H-2 Hotel B·l Business B-2, B-3, ond B-5 Busineu B-4 Business All Industrial All. Planned Development (for streets to

be dedicated to the City.)

Paved Sidewalk Width

4 feet minimum 4 feet minimum 6 feet minimum 4 feet minimum; required width for each location shall be determined by ·the Chief Enoineer. Full width unless detenniMd otherwise by the Chief Engineer. 4 feet minimum 6 feet minimum Full width 4 feet minimum 4 feet lftlnimu•

SIDEWALK WITH STANDARD CURB 8 GUTTER

Varin

NOTE A:

ll Varies I,

4" Class B concre~ broOm finish perpendicular to curb. Standard slope V4 'per L.F. Chiet ~oineer may authorize· different slope to suit special conditions.

6" select borrow under sidewalk, curb and outter wherever •PQftlion value of subtrade exceeds 3°/o.

AU unlitr iutaUotions shall be identified with Phe name of the utility company on the frame or cover. Checkered m~tal corers installed in sidewalks with slopes eaceedhao 10 Yo shall be painted with non- skid paint. Where conc:rete curb or sidewalk ealsts or is to be constructed, driveways shall be of concNte.

I. Full-width concrete sidewalks may be permitted when constructed for the entire block. 2. Lown grass or veoetative CJI'OUnd eoftr of a type with a moainun orowth heioht of 4" or of a type that will

orow at o trimmed taetvht of 4"acept vines or other' plantino wf\ic:h may be a trippino hazard. 4" topsoil required. . ·

3. In lieu of lawn grass the Chief Enoineer may authorize: (a) Acceptable artificial turt, with proper bcnes, (b) Precast masonry units laid cl'osely In a uniform pattern (bricks, tile caps, etc.)

with proper base, fc) Asphalt concrete on proper base1 Cd) Concrete- poured separately from the concrete sidewalk, and of similar thickneu, ond (e) Loose aooreootes, such as basaltic, coral or limestone chlpa.

4. Street trees including eaistino trees may be permitted in sidewalk areas subject to the approval of the Deportment of Parks ond Recreation.

5. .Sprinklers, set flush with th• surface, may be permitted by the Chief Envlneer.

6. In areas where curbs exist with unpaved sidewalks, temporary asphalt concrete walkways may be installed, if authorized by. the Chief . Engineer.

7. Deviation from this standard and other sidewalk standards may be permitted upon written

approval of the Cblef Enolneer. • • ..

SIDEWALK AREA WITHOUT CURB OR GUTTER ll

R-28 REVISED

Edoe of Pavement~

C I

STANDARD DETAILS

Varies J I

• Sidewalk Area t ~ Maintain swale as desioned

SIDEWALK DETAILS

SEPTEMBER 1984

GENERAL NOTE:

Moil boa support shall be of a type which causes minimal obstruction to traffic.

CITY & COUNTY OF HONOLULU!

• ~ .!! 0 >

4'-o" Standard Cone.

Drop Curb

I. 6 x6 x 10110 galv. wire fabric permitted

----------------

Standard Concrete Drlvewoy Curbs

A~

PLAN for Hawaii, Kauoi 8 M oul only. SCALE; 1/411

: 1' - O 11

2. Scare hnes shown apply to Honolulu only. For extension to ealstlng cirivewoy, scoring and tintah shall matdl eiListing scoring and finish. For driveway constructed in built up oreo, scoring conforming to scoring ot adjacent driveways moy be authorized.

4' • 0" Variable Standard Cone. Standard Concrete Driveway Curbs

Drop Curb

ELEVATION SCALE: 114" = 1'- 0"

·::.:o· .. !:· ···c..J ' .........

Sow cut niitr.; 1 for idewolk •

Curb return type driveway moy be permitted for parllin9 areas eac:eedino 100 spaces, fire stations and hospitals.

4'-o" Standard Cone.

Drop Curb

4" Residential &"Au Othere

2'- o" Variable Gutter

------.:...Ji.-r..,_- Standard Cone. e Altemote , Driveway Curb

Detail tar Monolithic Construction of Curb and Driveway Apron. SECTION

Property line

411

COftC. slob with 6xG-6/6golv. m!Jih tor residential districts. 6 COftC. slob with6a6-6/6golv. mesh for all other districts.

A-A SCALE: 3te" = 1'- 0"

DETAIL 11A11

SCALE: Jlrl = 11- 0" (New Construction)

~Li""'--4 [ + Tf'&6 lz:J I .........._, • 4 Bar

ALTERNATE DETAIL SCALE: 3/8

11 = 1'- 0"

STANDARD DRIVEWAY APRON



DRIVEWAY APRON



CURB RETURN TYPE DRIVEWAY t.CAY BE PERt.CITIED F'OR PARKING AREAS EXCEEDING 100 SPACES, FlRE STATIONS AND HOSPITALS.

. · ... ... •. ~ ..... .

~ ~~ .·· ·.· .. :::· · .... :' .. ·~·.

A~ . · .. ·'I·· ·.· ·. . .·

PROVIDE KEYED JOINTS BOTH SIDES. (SEE DETAIL "A" F'OR NEW CONSTRUCTION)."""'\

...... ·.':\ ······· .. ··· ·. ·: .. Jr< 1 VI ::1 .· .. ' ' . ' .

'i'~g . ;. '· ··: · .... ·· .. · ... . .. :~?if..

·.·.. .. .· .... ::zt . ·. . .·

. ... ·.. , ..... '•. .

~ ;., ~ ':' ........ .' ~

!

: .. . . .... . · .. · ... · .. : ... ·. :. ·· ... · ... .. ~ . ~ .· . ·. ..... '·

~7- '-sco~~ ~NI~F'OR ruu·.· .·.:. ·v· .. ·. ·. · .. 111 WIDTH PAVI D SIDEWALK . '. · . ·. · · · .. ·. · · .. ·

~ WARP UNES . :. ~· .". ·. •. '·... . · . : : .. · .· ..

~ (NO SCORING)--., ·: .: . · :·: .-. ~./ · ·. : .. :· ·< . . .... . .__:' > : ··. ~ :' : ~ARP UNES ~;.

... ·:·> ·: _: .... >. : · :. ><.; (NO SCORING)

·/ ' \.

~I ..., ::z ... (.) a: e z i:j a: ... ! 0! VIi .... :ii ::JI

i

/ ~ I ~ SCORE UNES TO BE _// A ~ ~SCORE UNES F'OR WONOUTHIC SPACED EQUALLY 1--....:4:....'-....:0:...." __ -1-------!.V!:!!AR!!!IA:!!;B~LE!:__ ____ --;.---,:--::::-4'..,.-.:o-0"-:==-l CONSTRUCTION OF' CURB AND WAXIt.CUt.C SPACING 4'-0" STANDARD CONC. STANDARD CONC. STANDARD CONC. DRIVEWAY APRON.

DROP CURB DRIVEWAY CURB DROP CURB

PLAN '\_ Ut.CITS OF' REINF'ORCEt.CENT. 4" THICK CONCRETE REINFORCED WITH 6"X6"-W2.9XW2.9 GALV. WELDED WIRE FABRIC F'OR

SCALE: 1/4"=1'-0" RESIDENTIAL DISTRICTS. 6" THICK F'OR All OTHER DISTRICTS. SURFACE SHAll BE BROOt.C F'INISHED.

PRO UN

PERTY

-STANDARD CONC.

DROP CURB

VARIABLE STANDARD CONC. STANDARD CONC. DRIVEWAY CURB DROP CURB

CURB (TOP OF'

E GRADE\

_.). - "-· ··.: ·.I .. E . . . . . . ,. . . ... ·. . . . . . . . . . . . . . . . . . . .... :r . . ·~ . -=--~~~-~-----------·-·-_,_;. _____ ----* t.CATCH WIDTH OF' EXISTING SIDEWALK

WHENEVER POSSIBLE ELEVATION SCALE: 1/4"=1'-0"

** BREAKOVER AND DEPARTURE ANGLES SHOULD NOT EXCEED 10 DEGREES OR 17X

2' o· - VARIABLE GUTTER LENGTH VARIES 3'-0" t.CIN.•

ACCESSIBLE ROUTE

STD. CONC. **SLOPE: ~ OF' DRIVIEWAY VARIES SLOPE:

48:1 WAX. I - I CURB~ -AS-REQ'O~ SLAB

2o:1 I ~~\--=-- _.:.--... -::l - --- - --~ • -:---:-- T . -,:::;i----~-- \. . • .... ·. ·f/ • . . -4 CONC. SLAB WITH 6 X6 W2.9XW2.9

GAJ.V. t.CESH F'OR RESIDENTIAl. DISTRICTS. 6" CONC. SLAB WITH 6"X6" -W2.9XW2.9 t.CESH F'OR All OTHER DISTRICTS.

SEE ALTERNATE D~IL~ F'OR t.CONOUTHIC CONSTRUCTION OF' CURB AND DRIVEWAY APRON

liQIES:

SECTION A-A SCALE: 3/8"=1 '-0"

1. F'OR EXTENSION TO EXISTING DRIVEWAY, SCORING AND FlNISH SHAll t.CATCH EXISTING SCORING AND FlNISH. F'OR DRIVIEWAY CONSTRUCTED IN BUILT UP AREAS, SCORING CONF'ORt.CING TO SCORING AT ADJACENT DRIVEWAYS t.CAY BE AUTHORIZED.

2. F'OR NEW SUBDMSIONS, PROVIDE CENTERUNE ROADWAY STATIONING TO THE CENTERUNE OF' THE DRIVJEWAY (APPUCABLE TO STD. DET. R-7).

3. THIS DETAIL IS F'OR GUIDANCE ONLY. A DESIGN DETAIL t.CAY BE REQUIRED F'OR EACH SPECIFlC SITE. THE DETAIL t.CUST COt.CPLY WITH THE REQUIREt.CENTS SHOWN.

CITY a: COUNTY OF' HONOLULU

SCALE: AS NOTED

DRIVEWAY APRON

ALTERNATE DETAIL SCALE: 3/8"=1'-0"

SUPERSEDES .. R-29 F'OR C!:C OF' HONOLULU *

APRIL 2000

STANDARD DETAILS R-29A *

. i I I I I

i I I

Driveway flora not to aatoncl beyond

property line ostonsion aacept w,..re

property frontqe is lea than 1!5 '"'.

., :::111 c ., "' :::111 ... -<

!: z "'

CURB

STANDARD


AU. RESIDENTIAL DISTRICTS

Sin9le drive•y widttl: I'IIChlimum zs feet, minimum 12 '"'· Two driveways may M conatructM per parcel per property frofltC~Qe provided total width dOes not uc:eed 2!5 f•t per front~~Qe. SetloOII, churefles, hospitats and fire stations are Dempted. Driveways urvin9 abuttinG properties may be cr.:MnC»ined uoan the mutuol COMeftt of the property owners.

BUSINESS, INDUSTRIAL, HOTEL 6 APARTMENT DISTRICTS

I. Tatal driveway width ucludi"G flares on any stroot shall not oaceed 30 fut or •!5 per cent of the property frontage on that atroot, wflictlever is greater.

2. No driveway excludinG flares shall be less ltlan 12 feet or exceed !50 f•t in widtt\. Minimum width for two way traffic snail be 20 feet.

3. No limt on llllftber of dnveways provided total width eacludir.g flora does not uceed limit provided in "Note 1'' aDove.

I.

%.

3.

GENERAL NOTES :

Devialioo from this standard and other driveway stand or ds

may be permit ted upon approval of the Chief Envineer.

Upon approval bJ the Joint Pole Co~mitt•, the City Traffic Efttin•r, and tile C..iof Engineer, driveways may encroach into the 1!5 foot reserve oreo. No portion of 1M driveway or flare aholl oncroacta into the curved por

tion of the curb return eacopt fftot on pworftlftont initiated widefting • improvement of atrwota where on oaiating driveway ia located on 1M return lind it ia pllysicolly il'ftOIIasiiJio to relocate 1M ctrivowoy away from the return, auch Clri.,..ay IIMIY be reconatruc•d on the return.

4. 2" AaphaH Concreto on 6" baH cour11 may Mused in place of roinfon:ed c:oncreto in unimprov.d areas or wMN installaticn of eoncre'~llls or. Peftdinv. The vrooe ·of orivewoys in uftifnprovecf oreaa stlol.l follow tha typical plonnocl section of the sictowolk aNa.

5. No Clrivewoy Mall intorfere willl or llo conatructecl witllin 2 foet of any utility inat•tlotion, cotcfl Dclsin, fiN h,ctront, or other vovernment inatollotion.

6. WheN ptaperty front010 ia lou than 1!5 f_., flam may atoncl beyond the PfD;.ction of ,.....,., lines.

7. F'tre atotions .. ...., froln widtll reouiremonts.

' / <._/

t5' Reserve Area

DRIVEWAY

Vorin

LAYOUT

DRIVEWAY LAYOUT

·'

CITY & COUNTY OF HONOLULU

SE..,.EMBEFI 11184

Road R/W Private

Property

Rounded edge\ I Exist. ground

4" thick cone. sidewal ~ ~--~~~--~--~-~~~~~

Fbur monolithically with sidewalk. Hatched portion designated as Type "A" Wall.

TYPE ·~· WALL

Note= For conditions w/o cone. sicie~~ralk, use top of wall detoil as shown on Type "o" wall.

Road rvw

't I I

Haft: Details applicable only for areas with granular •oil containing some .silt sized material . or better soils.

Private

Property

t Road R/W

I Private

Property

Exist. grd.,

Bend a II lono bars 6" min.

STEP FOOTING DETAIL

t /Fence or railing 01 requtred 1 (See detail in plana) Fence or railing as required ~

lSee detail In plans} ' '

~--Road R/W Private Property

1- #4 in K.O.Biock)

Cone. sidewalk '

1----~~~-H:+i: NOTE: Horizontal reinforcement for walls may be 1_.4 at 24" o. c. in lieu of Dur·o-Wal.

II •'

8 e911e. block, grout all cells -

: 2 • Clr. - ... """""" ...

Dur-o-Wal or equal at every other course _.-~u...;;.;;.~


WALL

Step tooting as required (See detail)

IIi a E

=o I -..

Class ''a" cone.

GRADE ADJUSTMENT WALLS

2" cap btoc:ll

/ 1- # 4 in K.O. Block"

· Exist. ground

~~ __,-Payline for i' excovatson

..._,.__ e" cone. bloCk, grout a II <:•II•

44 at 24" o.C.

2.- o" for 3 ht.

TYPE no•• WALL


SCALE: 112" • 1'-a" SEPTEMBER 1984

120'

so' I so'

Sidewalk Area --p-.-....-,p._3_L_A_N_E_s_= _3_e_~r----t-"'""1!~3-L_A_N_E_s_=_3_e_-i-,...._,

Curb a Gutt~ Sidewalk Area

It

~ 10' (j. 18'

Curb a Gutter as required.

PRIMARY ARTERIALS

h2i lO'

~Curb a Gutter

SECONDARY

{ It so'

I ui

l2i 10'

ct eo'

ARTERIALS

Curb a Gutter

il .. :1 C4l:curb a Gutter

BUSINESS 8 INDUSTRIAL STREETS COLLECTOR STREETS

It ct It so'

IS' 16'

{ It 20' Pavement

10· .o· ·1

MINOR STS. 8 CUL-DE-SAC ALLEY

CURB "a GUTTER

"T" TURNAROUND CIRCULAR

NOTE: CUL-DE-SAC All R/W widths shown hereon are minimum. See R -34 for Road Pavement and Sidewalk Detail.

R-32

STREET CROSS SECTIONS

STANDARD 0 ETAILS

WITH SIDEWALK STREET CROSS-SECTIONS

WITH SIDEWALK


I 10 I• IM IC ~ ... I ~ I ~

1/ TURNAROUND

COUNTY OF HAWAII

120'

60' I 60'

a' 10' 24' ro' a' I a' ro', 24' ro' : ! I l ._

PRIMARY ARTERIALS

ct. eo'

j'o' I 12'

I 12'

I 10· I r ... SECONDARY ARTERIALS

ct. 60'

I a· I 12' 12' a· 10' I ·o·

BUSINESS a INDUSTRIAL STS. It ct.

60' 12'

I a' ro' 10'

I a·

I 12'

• URBAN •101 I •12' •12' •10'

COLLECTOR STREETS It ct. It

E so'

··j g'

I 6. I 10' ro'

1 6. I

MINOR ·sTREETS a CUL-DE-SAC

Provide Parabolic

Curve Connection

-., It) N

-0 -0 i~ It)

It) N

NOTE: CUL-DE-SAC

All R/W widths shown hereon ore. minimum. See R -34 for Rood Pavement and Shoulder Detail.

COUNTY OF HAWAII

STREET CROSS SECTIONS WITHOUT SIDEWALK

STREET CROSS-SECTIONS WITHOUT SIDEWALK

NOT TO SCALE SEPTEMBER 1984

a' :

-

18'

It

: I I

It

l

STANDARD DETAILS

It

:I

R-33

I ' I i I I I

! I ! t

I

I

<t STREET

t PAVEMENT SHOULDER SWALE I 2'-o"

/<t FINISH GRADE I 1/4"/ FT.-

l

~::.~ .. H ~~A~El"/fL_~ ·-- e"MAX.- ~

L....-- 6" Aooreoote Subbase with Seal Coot Type lii treatment ot 0.75 ool./sq. yd. or 2" A.C. on 4" min. Aogregate Base Course.

HALF SECTION OF STREET WITH SHOULDER

<t STREET

FINISH GRADE

PAVEMENT

1/4• I FT.-

2" Asphaltic Concrete-4" Aggregate Base Course-6" Min. Select Barrow Subbase or as required by the Engineer.-

2' GRASS AREA 4' MIN.

4" Topsoil-

(SEE NOTE BELOW)

-1/4" FT. !'.- •• . .• : .. , .. • .

4" Thick Closs "a" Canc:rete-

4" Min. AQQreQate Bose-

NOTE:

I. I

I, CONDITION AT·

CUT SECTION

Provide full width sidewalk at commercial, industrial and resort areas or as modified by the Chief Enoineer.

HALF SECTION OF STREET WITH SIDEWALK

R-34

ROAD

STANDARD DETAILS

PAVEMENTS AND SHOULDERS ROAD PAVEMENT AND SHOULDERS COUNTY OF HAWAII


n Q c z ~ Q ., :J: ,.. =: !':

t t Ill SIDEWALK ROADWAY SIDEWALK n

1'-o" so' R/w ,. r-m 10'-o" so' R/w ... ~ I rl ROADWAY (UTILIT~ POLE ,...~ I o< s'- o" s' -o" r..:. 2'-0" v2'-o" MIN. TO GO 12" BELOW ...

n:! ~ ,.n . ,__F--"" I WATER AND CONCRETE

~)II JACKETED AT CROSSING. -,... i:._2'-o" ,;ltp ~--Q::D

c.VARIABLE ~~ zc

I 18" MIN. •ID Z l£z'-o MIN. ~L- ELECTRIC =e,. D . ~" -o WATER ~ GAS .I TELEPHO E I-O ~=e 3'-o" en,.

STORM SEWER..! SANITARY SEWER../.

..._ -< ac m~

Ill =e_

m ,.,... ~ ,...-m ~~ 1: < Ill m :D

TYPICAL ROADWAY UTILITY LOCATION ... = ..

WITH SIDEWALK en

c~ ml> ~z )>C

j=l> en :o.

c

::XJ I

w 01

-

Ill m ~ m i!:: Ill m :D ... !

~ ,. m

~ :

... ( ~

::IJ I

w m

en c-t ml> -42 )>C ;::)> en ::II

c

r-0-4 n< )>-a .... --" o:l> zr-~::a _o -4)> %a 0~ CJ> -4-< !!c a-t rn-~!: ,. .... r--< ,.;

n C) c: z ~ C) ., %

i

so' R/w 60' R/W 60' R/W

-----~---------------·--· ··-·-·-.. -·-·----·---------------------,

It DITCH SECTION 1 SHOULDER

10'. o" a'. o" g·. ·o·· I 6 .• o

12' • o" a' • o" : 12'-o" FOR so' R/W

1- 151-0' FOR 60' R/W

PAVEMENT 20". 0 24'. o" 20'. o"

It ROADWAY

NOTE: UTILITY BOXES SHALL BE CONSTRUCTED FLUSH WITH THE FINISHED GRADE OF THE SWALE.

12'. o" FOR SO' R/W 15

1.0

1 FOR 60

1 R/W

It

UTILITY ~ / POLE-I I_L_

so' R/w 60' R/W

s'. o" a'. o"

j I I . ' 2:o" MIN. TO GO ••" BELOW

, • V~~IABLE WATER AND CONCRETE : t Ia MIN. ' . 2

• o" JACKETED AT CROSSING "' z · MIN. ·

WATER ·' -.,.,2 •

iW COVER

SANITARY SEWER_. I

TYPICAL ROADWAY UTILITY LOCATION

WITHOUT SIDEWALK

Variable Minimum 10'- o"

f--1£. Roadway Asphalt Concrete or Concrete c;: It Pavement lSee Notes Below)

7 0/ ....:-::::=----~ (Shoulder 1 Swole i Grode' 15 to -

~··=··~·~~"~/F~t.~==Jf~~~t:~~::::::~~~ .. ~.~.~.~~.~ .. ------~Mo~~~im~um~~---

I

rlt_ Roadway

1/4"/Ft.-

NOTES: Concrete Pavement

UP SLOPE

Variable

Asphalt Concrete or Concrete Pavement (See Notes Below) I

I Shoulder I Swale I I I L

DOWN SLOPE

2'-o"

i

Minimum 10'- 0"

Maximum G r-ode:

-

I. 4" (Residential)- reinforced with 6x6-10/10 wire fabric·, 6" ( Commercioll-reinforced with 6K6-6/6 wire fabric, shall be

constructed with 4"lmin.) bose course.

2. Provide construction joint at property line.

Asphalt Concrete Pavement I. The structural section shall consist of 2" o. c. with 4" min. bose course.

RESIDENTIAL DRIVEWAY WITHOUT CURB a GUTTER

COUNTY OF HAWAII

RESIDENTIAL DRIVEWAY

WITHOUT CURB AND GUTTER



I

.... w w a: .... en

c w CD a:: :::> u

• z :E C\1

-lD ..,

:E ::J :E z :E

0 ..,

:E ::J :E X

'"' :E

-lD ..,

• z :E

·.n

0 Z.,_; ctcn

oo L&JL&J llliD a: a: ::J::J uu

a:z oo u..z

EDGE OF PAVEMENT../

.. ~-~ :-_; 1------'C PROPERTY LINE

...

....

..

:-: ..

~·

.•: .·, ... ..

.. ..

.. .. ... .. .. .. . 9'

NOTES=

i. FOR NON- CURBED AREAS, DRIVEWAY APRON SHALL CONFORM WITH STANDARD DETAIL D-33, D-34 OR D-35 DEPENDING ON THE EXISTING DRAINAGE CONDITIONS FRONTING THE PROPERTY.

2. NO DRIVEWAY APPROACH SHALL INTERFERE WITH MUNICIPAL FACILITIES OR OTHER STREET STRUCTURES .

3. NO DRIVEWAY APPROACH SHALL INTERFERE WITH PROPER RUN-OFF OF SHOULDER WATERS.

L&J z _J

> 1-a: L&J 11. 0 a: 11.

l MINIMUM

I

6' MINIMUM

OF SHOULDER

I 5' MINIMUM • I 36' MAXIMUM 2' MINIMUM ··I NON- CURBED STREET

• NO MINIMUM IF RADIUS IS MORE THAN 30 FEET. •• NO MINIMUM IF FRONTAGE IS LESS THAN 20 FEET.


DRIVEWAY LAYD UT

SEPTEMBER 1984

COUNTY OF HAWAII

NOT TO SCALE

Swole a Shoulder

(l

R/W

20' Oil Treated

Pavement

)Me- 8oo ( 1 .75 got./sq. yd.

Swole a Shoulder 2'

CUT SECTION 6" Min. Aggregate Bose Course or as directed by the Engineer. See See. 31, Std. Spees.

FILL SECTION

NOTES:

I. This street is only for areas zoned A -3 ond over. 2. The oil-treatment shall conform to Section 409- Seal Coot Type 3 of the Dept. of Transportation

Std. Spees. for Rood 8 Bridge Construction, except that .4 gol./sq. yd. shall be used for the first application and .35 gol./sq. yd. shall be used for the second application.

3. Where grades ore a 0/ 0 or greater, the roadway section shall be paved as shown .n Detail R-34. 4. See Std. Detail R-33 for applicable minimum R/W and pavement widths.

Swole 8 Shoulder - r--..

~

NOTES:

AGRICULTURAL STREET

R/W

Pave ent r Swole a Shoulder

I ( 1-1/2" A. C.

-1/4"/ft. 1/4"/tt.-f/2222222222222222/ 222222»L >>a---~ ..

"'-._ 4 Min. Aggregate Bose Course or as directed by the Engineer.

See See. 31, Std. Specs.

I. This street is for residential and Ag- I lots O'ld shall not provide access to more than six (6) lots. 2. Minimum pavement and R/W widths shall be os follows:

Access (Lots) Pavement Width R/W Width 1 a· 12' 2 12' 16' 3 14' 18'

4 to 6 16' 20' 3. Maximum grade = 20 °/0 .

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 pattern shall not be altered with respect to adjoining properties.

PRIVATE DEAD- END STREET

NON- DEDI CABLE STREETS

COUNTY OF HAWAII NON-DEDICABLE STREETS STANDARD R-39 DETAILS


' i

I

I I

I I I

'

A

'o . ·-

A•o 'o L .. -.....

·-

c t_

A-40

,·.o·

t/2"/FT. ,.,._,, '" SLOPE

9'. o· 7'- o" •'-o

A 1/2"/n.~ SLOPE SECTION A-A

Variable, to meet finish orode.

1-•4 Bottom Added Each Corner

8...., 2' - ....

4- 3/S"x r"x 3'-o" Bars Welded To Each Grate Bor

e..J GRATING

4-1/2·• x s·A. a. Welded to L, Eq.

SECTION C-C

SECTION B-8

NOTES= I. All weld 5/16 ·:

2. All steel shall be structural grade.

3. Grates and frame Ls shall be hot dip galvanized after fabncation in accordance with ASTM A 123.

4. Minimum depth shall be 20'. o" or as directed

by the EnQineer.

5. RM-1 Delineator shall be placed as directed by the Engineer.

DRY WELL COVER

STANDARD DETAILS

SEPTEMBER 1884

DRY WELL COVER COUNTY OF HAWAII

NOTTOSCAL'

COUNTY Of KAUAI

I. 88' ~ a• 32' I CURB

a'

LH 32'

t- ~GUTTER d!YEMENT

I

eo' [ e' 64' : r I I n..

I

I

MAJOR THOROUGHFARES

t a' 60'

a·~ 44' : T I T : r--i i .r-t

MAJOR STREET

56'

: I 40' e'j

1 :

COLLECTOR STREET

44'

"t a':! c e' 281

i. t I I ..

MINOR STREET

40' s•:t ~ s• 2~' :. 1 ! r :

0

DEAD END STREET

STREET CROSS·SECTIONS WITH CURB AND GUTTER

I.

a·~ 1 : Jr---1

e' j t : If I

STANDARD DETAILS

SCALE: 1'' • 20' SE"PTEMBER 1984

R-41

l I I

i

I

I ' i

I ~

l i 1 i

I I

I I

I I (

l. 60'

e' 10' 24' 10'

~ . &

!\PAVEMENT . I

MAJOR STREET

56'

Er a· I 241• w:=g I I I .

I . I

* MINIMUM PAVEMENT WIDTH FOR AGRICULTURAL ROADWAYS IS I& . FEET.

R-42

C(r I

STANDARD DETAILS

40'

201

I I

COLLECIOR STREET

44' E5 s· I 20'• J6'J:J I I ·•

MINOR STREET

]5'[] ttr I I

DEAD END STREETS

STREET CROSS-SECTIONS

WITHOUT CURB AND GUTTER SEPTEMBER 1884 NOT TO SCALE

'"" 8'

: I

30' J30 181

I I I

COUNTY OF KAUAI

t PAVE Ill ENT

t FINISH GRADE

2 OJ.

2"ASPHALTIC CONCRElE

4" UNTREATED BASE COURSE

SHOULDER AREA

DRAINAGE SECTION AS REOU11t£D

HALF SECTION OF STREET WITH SHOULDER

t STREET

• t FINISH GRADE

PAVEMENT

2% -2" ASPHALTIC CONCRETE

4"UHTREATED BASE COURSE

t' SIDEWALK AREA

•• SIDEWALK

-2%

FULL OR PARTIAL SIDEWALK

CIJRB a GUTTER

HALF SECTION OF STREET WITH SIDEWALK

COUNTY OF KAUAI ROAD PAVEMENTS AND SHOULDERS STANDARD

DETAILS NOT TO SCALE SEPTEMBER 1984

.., z -..J

,.. , ... tC

I~

.., --

II

R-43

I I

I I

a a'

' . ~-=~--- .

t .. 68'

: i •.. . R=28• 20 : - -- -r--,

24•

8H' ~..::....;.. ......... +-8' 4d

I " j

CURB Llt4E

40 FT. RIGHT OF WAY- WITH CURB a GUTTER .. I

40'

• 1•o' ,...----------~'~' b ---T-T I , ;

' . :l!!ll!! -~

10· I

R-44

EDGE PAV'T.

10'

4d

40FT. RIGHT OF WAY WITHOUT CURB a GUTTER

~-

EDGE PAv'T.

6'

I _=?~{ zo' j 1_,1_ •.

3 0 FT. RIGHT OF WAY - WITHOUT CURB 8 GUTTER

STANDARD 0 ETAILS

SEPTEMBER 1984

CU L·D E-SAC COUNTY OF KAUAI

NOT TO SCALE

• 0 . ,.,

j r

.

..J

~ ------- ' I I

a:• I I I

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. -;c-" ... ··a;· ... 1&1 ..

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~ 0 .... ... "' - :::.

0

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·o 0

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z: -. 0 • z • 0 - a: 0 ....... 0 ...

we a: ....- u 0 u-= Ill

w~ .., wO ..J CII:IL "' ~~ ..J .... - s ~z: 0

i--J CI)CI) (11 o- u c u ~ u

COUNTY OF KAUAI TAPERED ROAD INTERSECTION STANDARD R-45 DETAILS

NOT TOSCAI..E SEPTEMBER 1984

I I I

It e o'

5.5' 20r3.0'

MAJOR STREET 44' COLLECTOR STREET 40' MINOR STREET 28' DEAD END STREET 24'

£.ROADWAY---. I '

5.0' i

eo'

4.5'

5.0' J 'MJ' uJ ~ f 3@, 4.0' I i l ro ~~67'

l ~ . I I

rlr~o*~~~l~~~r~~====*:~,=o~.i~.,=====*~:~ffiMI~I SIDEWALK--' .,. ~~ : • I n P ~ ~ t

.,q-- ** p -...;L-0 ~~~>if GAS \ ELECTRIC GAS"''\ ..:..SANITARY SEWER~ 4---*>~< WATER,_ '-TELEPHONE WATER-" -T.V. CABLE

STORM DRAIN--/ ALTERNATE-JOINT UTILITY POLE

WITH CURB a GUTTER

I REFER TO STREETS ! WITHOUT CURB 8 GUT_T_E_R-,7"'"

re. /,-' / i

/ I 'I MAJOR STREET 20' I COLLECTOR STREET 18 I

MINOR STREET 12'

~AD END ST R E ET'---;;,.:10~'-1>-=--1 ~· .... 5.0' 5.0

1

f ~· I I

' ·p· ' 0 I STORM DRAIN

: ' -~~~~ : I~ .,...-p . a

LsANITARY SEWER~

' . : I

Y'l..-GAS L ... wATER

.. I i

! 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.


TYPICAL ROAOWA Y UTILITY LOCATION

SEPTEMBER 1984 NOT TO SCAl.E

COUNTY OF KAUAI

0 G W s C T ER. !

~~~-- c C- T

~ i T - ,_. t;:=..l. - T -NI I

L E ~~E E -~il- E r-- I'

] 1 ,_

p .., 0 -It! E::. ~ rr I JOINT UTILITY I'OL[J

E .N T

N

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~ I

4. s' c 0.67_

I 2'

1--0.67 3.5' I

R..

... ~ .

I • . ~

. . . .

TYPICAL STREIT WITHOUT Ulll a GUTTER f TYPICAL C ltl a GUTTER STitE[TS

~~ 1 I

' G -It!! I

I.

s -:/ ~' w __ , _ _ ,

w"=t-~"' '

" -Ni s -G "?l

PLAN G s w It w ·S 0 C T

1.51 2' I' J I' 2' 1.5' ,.

I ·-1_0 :

-~l-Lo 0 0 I 0 0 0 0

SECTION

NOTES I. WHEN ELECTRICAL TRANSFORMERS INTERFERES WITH

LOCATION THE UTILITIES SHALL BE PLACED OUTSIDE THE TRANSFORMER AT THE DISTANCES NOTED ON THE PLANS.

Z. WHENEVER POSSIBLE STORM DRAIN INLETS AND MANHOLES SHALL BE LOCATED AVIAY FROM THE COMMON PROPERTY BOUNDARY LINES.

-ALTERMATE LOCATION F-fG v s

z'

~ v r~ . w ~ --.

[n/ --. - r-:N1 w ~ 5 -ll'!r -·- G

E t E T c l1.5' 11.s' 2' t 1' I I T ! rGROUND LINE

c D

E

G

s

I 0

I 0 0

0

LEGEND TV CABLE

STORM DRAIN

ELECTRIC (UNDERGROUND)

GAS

SANITARY SEWER

T TELEPHONE (UNDERGROUND)

W WATER

It PROPERTY LINE

'0' FIRE HYDRANT

COUNTY OF KAUAI SPACE ALLOCATION FOR

UNDERGROUND UTILITIES STANDARD

DETAILS R-47 SCALE: 1/4" • 1'-0"' SEPTEMBER 1984

. I

I I I I l I

YARIABl.£ MINIMUM 10' • o•

--t ROADWAY ASPHALT CONCRETE OR CONCRETE PAVEMENT SEE NOTES BELOW

I 10----

UP SLOPE YARIAIL.I MINIMUM tO' • o•

i"'"- t ROADWAY ASPHALT CONCRETE OR CONCRETE PAVEMENT SEE NOTES BELOW

5%- \ 2%-

l

DOWN SLOPE .I ED&E PAVEMENT

t

' ' v

' ' ' ------------~------

' '

PLAN

W. •MIN.29'·o• ...-x.4o·-o·

" W • MIN. 9'·1J,. • _."' MAX. 20·0

~;' ----- i ;.,;;._ E'-Cf-----&a MAX. 45°

NOTEs· CONCRETE PAVEMENT

I. 4"(RESIDETIAL),6"(COMMERCIAL)· REINFORCED WITH 6X6·6/6 WIRE FABRIC SHALL BE CONSTRUCT EO.

2. PRC'VIOE CONSTRUCTION JOINTS AT EDGE PAVEMENT AND PROPERTY LINE. 3. THE MINIMUM WIDTH(~! AT THE EI:'GE OF PAVEMENT FOR ANY WIDTH OF DRIVEWAY SHALL BE

NOT LESS THAN 29 FEET NOR MORE THAN 40 FEET.

ASPHALT CONCRETE PAVEMENT

R-48

I. THE STRUCTURAL SECTION SHALL :::ONSIST OF 2" A C W•Tio4 4" BASE COURSE

STANDARD DETAILS

RESIDENTIAL DRIVEWAY

WITH 0 U T CURB AND G UTTER


COUNTY OF KAUAI

-

-

en -~ '-0 >

c:: ~ It)

~

UJ z _J

>' t-a: L&J a. 0 a: a.

NOTES: I. BUSINESS 8 INDUSTRIAL

2.

Total driveway width excluding flares on any street shall not exceed 25 feet or 40 percent of the property frontage on that street, whichever is greater. No driveway excluding radius shall u.ceed 36 feet in width.

RESIDENTIAL+ MULTIPLE FAMILY, HOTEL, AGRICULTURE AND FARMING DIS RICTS Sinqle driveway width: Maximum 22 feet, Minimum 10 feet.

3. Driveways may encroach into the 15 foot reserve area, upon approval by the Director of Public Works.

4. No portion of the driveway or flare shall enc:rooc:h into the curved portion of the curb return ellcept that on government initialed wide· ning or improvement of sir eets where on existing driveway is located on the return and 'it is physically impossible to relocate the driveway owoy from the relurn, such driveway may be reconstructed on the return.

5 . No driveway shall interfere with or be constru c:te d within 2 feel of ony utility installation, catch basin, fire hydrant, or other government installation.

6. Driveway flare not to extend beyond property line extension with the ea.ception of property frontage less than 18 feet.

7.

B.C.R;

Driveway layouts not covered in this standard, may be constructed upon approval by the Director of Public: Works.

.... -------------------------

COUNTY OF MAUl

a: d IJJ Standard Concrete

Driveway

DRIVEWAY

j. 15' Min. .j .... ~ ----"V-=-a.:..:.ri=.;:e s,.__--t Reserve Area

I~

STANDARD DRIVEWAY LAYOUTS FOR CONCRETE CURB STREETS

DRIVEWAY LAYOUTS FOR

CONCRETE CURB STREETS



'

I I f 1

TYPICAL SECTION OF DRIVEWAYS Property Property.~Line ,, Line/1• Right of Way __ ~I---------------.:....:..:.:~:.._::~....;.:..::..~. _______________ ~

1Eievation 2

Grossed Draine e Street Pavement Paved Draine e ' Higher then Swa le Swale e. Driveway Centerline

Q)

More c: -.l c:

Than 15' :a: ·I~

-It) ... t5'R

Q) ~ CL

I· . a ~-.,. ·!il Crown Of

2" A. C. W/4" Base Cours;· :/~:.:b.~~~;~t~ '4» Pavement Reinforced w; 6" x 6" x 0 10 Wire Mesh

NOTES: I. BUSINESS 8 INDUSTRIAL

Total driveway width excluding flares on any street shall not exceed 25 feet or 40 percent of the property frontage on that street, whichever is greater. No driveway excluding radius shall exceed 36 feet in width.

2. RESIDENTIAL, MULTIPLE FAMILY, HOTEL, AGRICULTURE AND FARMING DISTRICTS Single driveway width: Moaimum 22 feet, Minimum 10 feet.

3. Driveways may encroach into the 35 foot reserve oreo, upon approval by the Director of Public Works.

· 4. No portion of the· driveway or flare shall encroach into the curved portion of the curb return eacept that on government initiated wide· ning or improvement of streets where on existing driveway is located on the return and it is physically impossible to relocate the driveway owoy from the return, such driveway may be reconstructed on the return.

-·--·---------, 0 ... 5. No driveway shall interfere with or be constructed within 2 feet a f ony utility installation, catch basin, fire hydrant, or other government installation.

R-50

. .

t5'R

STANDARD DETAILS

6. Driveway flare not to extend beyond property line elllension with the eaception of property frontage ·less than 22 feet.

1. Driveway layouts not covered in this standard, moy be constructed upon approval by the Director of Public: Works.

STANDARD DRIVEWAY LAYOUTS FOR NONCURB STREETS

35' Min.

. . .

!Property J.SLine

DRIVEWAY LAYOUTS FOR NON-CURB STREETS COUNTY OF MAUl


--..,..---..,......,.... ,..... -----~--,....----~ _ ':""'""--:-------~:.-*"-P~operty Line 'J ..

1-----4" Cone. reinforced -----i r-.,... ~-- with 6 x6 • 10/10 wire 1'\ 1-----mesh. Surface to "

be sand finished. ~

1-------,.--Score lines ot 6"0.C.--= ~ Ill\_

-C: II

·- 0 -~ z .CD 11

•' II ,..,~

I 4'-o" 1

'-curb

Varies

PLAN

I 4'-o"

r Varies 4'. o"

I Top of Curb d r z:::::::::: I I

Gutter Line :J Std. Curb a Gutter J

ELEVATION

:!'· s" Min.

. ' -~ ISu Note) I rf•••tln, ·..,~'t,}:! .1__ Sidewalk

... ::. __ :.,~ .. ----------------~- -----.., I : : ~- - -::c -=-=-=-_j

l T f1'r ·_;} ... -!¥- . _ 1 :? I 4 cane. reinforced

\ --.-.___ Coat in 'lace •If II B • B - 10/10 '-L..- / curll. ••"'· •we lobroc. ... "' ---- _[ __ f]l-~

~~"f I I l4 Bar

on tttia stteet.

SECTION A-A ALTERNATE DETAIL

NOTES: I. For length less than 3'-6", remove existing sidewalk and construct standard

concrete driveway. See sheet R · 3.

2. Broom finish moy be permitted.

COUNTY OF MAUl

STANDARD CONCRETE DRIVEWAY WITH EXISTING SIDEWALK

CONCRETE DRIVEWAY WITH EXISTING SIDEWALK



::0 I

01 N

en c-f rn)> -fZ )>C

r=)> en :II

c

en m , -4 m 1: ID m ~ :II ... 0

I > .. CJ ~ > < -f < -a n > ,... en m n .... -z

0 0

-4 z -4 en 0 en n )> r m

n Cl c z ~ Cl .., ~ ,.. 5

___ _____J

- -·---··--- . ---

100'

J B'l 3Z ·j• ~· r 32' 'l BJ ~· • ... - 2""C 1/4"'/ft ~ I'A"'/ft ......... • ... .., ~ .L ." - . J:·Jh • .,. Wf I - ,.. . •. I .KWot .... D~.·

. . . . .. Ui. . ..... #' I Cut S ection 1 ( ., · "vurD 8 Gutter Fill Section

6 Sub Base Course

---

6" Untreated Bose Course

PARKWAY

R/W

JShoulder ·1 Po- '!'Shoulder :!

~--t . ~It . l 2"A9 V4"tll.- 1 .. ;-114'~~ Cut Section

- ~ (1k1 :.co a 1 1 ,;::.&] · l· Curb 8 Gutter Untreated Bose Course

STREETS W/ CURBS

ROADWAY TYPICAL SECTIONS

Scale None

Fill Section

I R/W

~;~:~Smho~u~ld~er~-4~--------------LP~ov~em~e~n~t-------------·+~--S~h~o~ul~de~r--~ ••12" I 12"

gross -j r -114'/ft. 2"AC 't, 114'~ft.- --1 t:'i'ft.

Untreated Bose Course

Cut Section

1: Should~r 'I

TYPICAL SECTION ROADWAY W/o CURBS

R/W

Surface Treofment

I i

Untreated Bose Course ....

Cut Section

COUNTY OF MAUl

TYPICAL SECTION GRAVEL ROAD- PRIVATE


ROADWAY TYPICAL SECTIONS··


·~· 2" Higher than <t, Pavement

Fill Section

•j• Shoy!der

I 12"

11314~ft.

STANDARD 0 ETAILS

Fill Section

R-53

I I I I I

I I I

l

I

i I I l . I

R/W

Shoulder Surface Treatment Shoulder

~

I - 114"/ft. i 1/4 .. /ft. -

Cut Section Fill Section

R-54

TYPICAL SECTION GRAVEL ROAD -AGRICULTURAL

NOTES:

I. Prime coat (SS-1) shall be applied at the rate of approximately 0.35 gal. per sQ. yd. offer basecaurse has been compacted.

2. After the bituminous material has been absorbed, RS-1 shall be applied at the rate of 0.35 gal. per SQ. yd.

3. Size 8 rocks {chips) shall then be spread in a uniform layer at the rote of approximately 20 lbs. per

sq. yd. and rolled.

STANDARD DETAILS


Not to Scale



COUNTY OF MAUl

Rood Pavement

Eclte

Swale - Design S Construction Standards (Areas W/0 Curb a Gutters)

Scale: 112."=1'-o"

Yarioble RW

(

Surface Shall Be Free of Rocks a Debris ... , ....... .,., ........... ~So'~-'Tl--.......

" ~~&~•'''""'""'" 2" Higher Than ....................

GRASSED SWALE

6'min. .I

ASPHALTIC CONC. SWALE

Rd. Crown

RW

-1/4/ft.

2" Higher Than

Rd. Crown

RW

Rood Po•em~· Edge

6' min.

REINF. CONC. SWALE

ROADWAY SWALES

COUNTY OF MAUl ROADWAY SWALES

SCALE: 1/4" • 1'-0" SEPTEMBER 1984

2" Higher Than

Rd. Crown


I

' l I I

I ~ ! !

i I I I

I I I I ;

I

! I

I I I

' :

! I I I I 1

I i

! i

I I I

R-56

t

Varies

Standard Curb 1 pereendicular to curb. Standard slope

Pavement"""'

Var:::ries I 4" Class a concrete broom finish

a Gutter ~1:1. Slieiillei!:IBNol:ltleB:· !· :·::::~::-:::::· :&:·::1' 1/4 per L. F.

NOTE:

.,;...:.. . . . J Where concrete curb or sidewalk exists or is to be constructed, drive

TYPICAL SECTION ways shall be of concrete.

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 01

except vines or other planting which moy be a tripping hazard. 4 01

topsoil required. 2. In lieu of lawn grass, Director of Public Works may authorize:

(o) Acceptable artificial turf, with proper bases. (b) Precast masonry units laid closely in a uniform pattern (bricks, tile cops, etc.)

with proper bose. (c) Asphalt concrete on proper bose. (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 may be permitted in sidewalk areas subject to the approval of the Deportment of Public Works.

4. Sprinklers, set flush with the surface, may be permitted by the Director of Public Works.

SIDEWALK WITH STANDARD CURB a GUTTER

Pavement"'"\.

STANDARD DETAILS

Standard Curb a Gutter~

...:... . =-.-·r--

Varies

1/401 to 12"

Grass --.:.7

TYPICAL SECTION

t I

SIDEWALK WITH CURBS ONLY

SIDEWALK DETAILS

SEPTEMBER 1984

COUNTY OF MAUl

-/. . ,.. /'t~ ~,' '

'9:., '' I \ ,U' ~I

',, ,'Street \ -------,-,::P Monument/

TYPICAL

P~e,;-nt Edg'; J ------ ~ -------------a:

- - - - - - .- - - - -

Po~m;f Edg;-J - -; ---~

COUNTY OF MAUl

OFFSET

90' (R/W: 44 ')

92' (R/W=40')

R=21(R/W=44'~. r1----r--;r----,

R=23(R/W=40) ~ .., I a:: / ,- -, ... /

-----------Street ~ I ,

- - - - - - - _ ......._ Monument ~

I-'' J I '-- ~-'-- I a:~-- __ L - !!!. _\__J -~

• ... ::>

TEMPORARY '-..Roadway Easement

CUL-DE-SAC SCALE: I INCH = 50 FEET

CUL-DE-SAC STANDARD DETAILS

SCALE: 1" • 50' SEPTEMBER 1984

R-57

1:\ ~ m ~ Ill m

:D I

01 (X)

en c-t ml> -IZ )>C

i=l> cn::D

c

::D c:: .. en ., z ., : Cl :t»

m n :a m C) :t» :a r-0 reo z n Cl :t» c:! -1 Q

~ z - -n :!o m :a en

n 0 c z -4 -< 0 -n i: )It c

----------·-·---···---------·· . -··-·-· -··- ---

GAS SEWER 8 WATER TELEPHONE, CABLE TV 8/ ELECTRICAL [SERVICES. SEE NOTE I.

J ELECTRIC SERVICES. SEE NOTE I. ' TRANSFOMER I L07 I I

I I I : ! : ' I dl . : -·' . ,, .. I -j tjl ,...,~ _j.lj_

/ljl \ I ( I~ I .. l .. I L iJ .. ( !! ) .. I I .. ( i I ; .. r, ~ I / .. n .. ' I I / h .._: :...- \. ..:_: _... s T R E E I - -- ________..__._

/ ...... II --~ / --... ~_I__, __ -------- -- -----/"""" .. - - - - ~---~- ( " I 7 ' jl I I '- --t'rt-' --.. ----nt-h+-~ [ t! J . . I .. .. . 1.: .. I I " .... .. I I 4 • • • ,,,

I I I i j i 'il. i '~1~\ j i GAS, SEWER 8 WATER TELEPHONE, CABLE TV 8 SERVICES. SEE NOTE I. ELECTRIC SERVICE. SEE NOTE I.

TYPICAL LOCATION PLAN

NOTES: I. THE TELEPHONE, CABLE TV AND ELECTRIC SERVICES ARE TO BE LOCATED AT ONE PROPERTY LINE WITH

THE GAS, SEWER AND WATER OCCUPYING AN ALTERNATE PROPERTY LINE AS INDICATED ON THE "TYPICAL LOCATION PLAN" WHENEVER POSSIBLE. THE RELATIVE LOCATIONS OF THE SERVICES WITH RESPECT TO THE PROPERTY LINES SHALL CONFORM TO THE DIMENSIONS INDICATED ON THE "PLAN VIEW"

2. FOR CASES WHERE ALL THE UTILITIES ARE TO BE LOCATED AT THE COMMON PROPERTY LINES, THE RELATIVE LOCATIONS OF THE SERVICES TO THE PROPERTY LINES SHALL ALSO CONFORM TO THE DIMENSIONS INDICATED ON THE "PLAN VIEW"

SPACE ALLOCATION FOR UNDERGROUND SERVICES AT PROPERTY LINES IN NEW SUBDIVISION AREAS

~3M3S ..

Al 318'<1~

3NOHd313!

~U:I!~313

S'19

~3!'1M

..

1 ~l~ CD a:

c:t ;:) en ~ w (..) ILl a:

• 1- 0 ..J <t a: uZ.J

~ § ILI~ffi C) dl- w z o..J Cl i=

(f) z c:t

~3l.'<1M ...J a.. ..

S'<f~

~1~!:)313

3NOHd313l. .... . .

J\l. 318'<1~

~3M3S

~3M3S

J\l 318'<1~ ...

3N0Hd313! .. . . . :)1~!~313 ..

.. S'<19 ..

·co .. CD a: -· ;:)

~3l.'<1M .. ~ c:t (..)

·co .. ..J w <t a:

<t o..J--·· .. ·· 3:

... w C)

CD .. Cl .. z -..:..

·(f) 1-~3!'<1M z .. <t .. ...J

S'<f~ ... a..

·o .. :)l~l.~313 -

=o 3N0Hd313l

-. =o

J\l 318'<1:) -·o

~3M3S

COUNTY OF MAUl

w z "-0 0~

Q. ~w •. ..-...J· Q.~U) ~ ... 0 od5~

- (f) en oct c:t-LA.I ~a:: a:: a::..-o c:tOZ ~-

...J...Jw c:twm a: :l -...J O::a::...J

w<t a::!ci~ ~~en .. ~ ... 0 z

t-

3: w w - "NI~ ,.0-,'i. > w

,.9-,1

a: z n <X _J ..... Q.

~3M3S :<? I I

1\l 3""19'(1:) -- --o-(f) =o I I -..:.. 3NOHd313J. --o-

=o I I ~1&~313

-..:.. 1---o-"o I I

S'<t9 -..:.. 1--0-

I =co -..:..

~3!'<1M -0·

=co -..:..

o.l-··-~-

~3!'<1M

S'<19

~I~.L:l313

3N0Hd313J.

J\l 318'(1:)

~3M3S

SPACE ALLOCATION FOR

UNDERGROUND UTILITIES

=co -- -o-=co -..:..

-o-=o I

--o-=o I -..:.. --o-=o I -..:.._ 1---o-=o I

-..:.. '-

SEPTEMBER 1984

w o- ~

...J

>-... a: ~

~ <t a..

I ti <t (/) w z (.)

0 > a: t- ~ (.) w u. (f) 0

z 0

~ ::> w ...J w

o-I

STANDARD DETAILS

(/) (/) w <( ~ 0 w j - 0:: I > 0:: <( I

l w z (/) Q l

0 en l z -::> > 0 -0 0:: al (!) :::> a:: L&.J

(/)

0 3: z ::> w

z a: 0 z -LL en z LLI 0 ~ -~

__. >-(.)

g ..._ 0::

·....J LLI <( a_

0 w a: (.) a_

~ ~ en

R-59


Storm Drains PART

n :::j -<

n A"n onnc

c:gcc: ! TYPE 11Au CATCH BASIN

.. ~ .. ,· ~

z

2

cz • " ~~z~-< b--<-<~ •

o -<o - • c ~~.,~ -I~I ~2 % ~... - ... 0 ~-=,~ . - ~ o;~oc • :1! ~5~~ N r-c: rc:

-t < ., m . ,.; . n )> -t n ::z:

See Detail "e" of ..1 detail sheet D - 13

&1

- o" [Transition Gutter

-Is' 'I--

PLAN

to'- o" 41

- o" Depressed GUHer lransition Gutter

: 1 .. 0! I-

-"' :I .~

SCALE: 1/4" = I'-d'

NOTES: 1. Provide 2 c1,1. ft. of crushed rock, ASTM size 19 Rock Saod,

at weep hole.

2. c. e. wing shall be installed to favor upatreom of gutter flow

3. See aheet D-2 for reinforcement details.

4 Rungs shall not be installed over a piqe connection and the lowest rung shall be not more than 2 - 0" above the invert.

21 -o" Variable

I GUtter 1'-9" -

Ill m

m )> en z

Type "oe" frame-a Cover --r see pethoil ":~~:Jlj Slop,e: , 1 I =coJ deto1l s ee \ V4 1 to 12

~ m ~ Ill m ]I .. I ..

en c-4 m> -42 )>C

;::::> cn::z:J

c

0 I .....

r---Gutt:.:l flow line

I --T 12:.--------

0 ~

Round opening of • 1 , Pay line for

outlet pipe. M1nimum :0 ~ 4 Weep Hole C.B. excavatlorl I radius = 0.15 pipe ·~ " I I diameter. · o s: T "e"R

wt·-....:::~- > .c 1 -.r,e ungt ~ I 16 o.c.

I I

-W ~~~~~---L----;~~~-~~---..J-,-Variable ~~ =co 1

5'- o" Min. Width

ELEVATION SECTION A-A

···-~----,···--- ---- --· .... _ ·--·---·----··--·-·-·· ···-- ... -·-·· -- ... -·---·---··-- ··--·-····-·-·····--------·

'lll m ~ m !: !D m ll ... co Ill ,.

Ill n )> r m ... ~ ... I•

~

0 I

N

C/)

c-4 ml>

-4Z l: )>C

r=> cn:C -

0

, I ...... m-4 z < ., -a Cl m :a : n::l> m : 3:"1 m :I> z ..... 6"

-t n c :z:: m CD -4 ,.. :I> en ~ z en

n ~ <

n Rlln anne eCce zeez -tZz-t <-I-t< c<<c .,ca., %.,.,~ )>3::z:)> =:>oe l>!:Zl> - c-

re r-e

A~_ .. 6" -

c.J A.J

PLAN

10'- o"

#4 at 12"o.c.

3'-6"

SECTION

II

at each corner at 12" o.c. ottom

TYPE "A'' CATCH BASIN REINFORCEMENT DEJAILS

_j 14 at top

2 14 at s"o.c. at bottom

NOTES:

SCALE: 1/4" = I'- 0 II

2 14 at 6"o.c., bottom

2' Clear /'II ··=~·=::1=·~1 #4 at 12"o.c....... - :

14 at 12" o.c.bothwar-

I. See sheet D·l3for reinforcement ot pipes and cornars.

both ways

SECTION C-C 2. Spliced reinforcing ban shall be lapped of least 30 diameters.

6"

.c 414 at 12"o.c. • J bothwava ]i: .2 0 .. . D. >e

14 at 12"o.c. bothways

;4

8-B

Variable !5'- o·· Min.

2 14 at s"o. c.

ILl II -, v• I ~14 at 12"o.c . 12 o.c. bothways

tt 4 at 12" o.c. bothwar-

21/.!:)tJ_ Jj~Ciear


SECTION A-A

n ~ -<

n CIOn on no c:Ooc: zC:c:z -tZz-t -<-1-1-< o-<-<o -nco.,., %.,.,.,~ >!1:%,. :e>oc: ,.c:z,. --o-

(I)

0 )> .m ... .. ' ... ,. ~

(I) m ~ m ~ liD m ll

rc: ,... c:

...... < ., m . . m . n l> -4 n ::c CD l> (I) -z

(I)

o-f m> -fZ )>C

r=> en ::a

0

0 I w

line for excavation

---------, I I

6" • 6 "center post, chamfer outer edo•A .-J

. opening of outlet pipe. Min/adius = 0.15 pipe diam.

PLAN

ELEVATION

=

wm.t;

TYPE 11E11

CATCH BASIN_ SCALE: 114'' = I' 0"

I. Provide Zcu.tt. of crushed rock(Rock Sand), ASTM size •9, ot weep holes.

Z. See theet 0- 4 for reinforcement details.

3. Rungs shall not be installed over a pipe conne!ftlo-;~ and the lowtst rung shall be not more than 2 - 0 above the invert •

4. This catch basin shall be used with drain pipes 60 inches or ltss in diameter •

SECTION A-A

(/1 m

~ m !:: ID m ll ... :g I>

en n )> ,. m ... ~ ... ,. ~

0 ~

(I)

c-1 ml> -42 )>C

t=l> cn::tl

c

:a m-t - -< z "D on m Q . :a .

m n . m n 3: ,. m -t z n .... :z:: c CD m ,. -t en ,. -r- z en

n

I

--··- -- -· ···-----· ------·--··-- ·--·--·· -~---·· ..• ·--·-· -·-··-·

D' :

8

tJ =

. r I

I

- i. -... -

12"o.c. top

A*! .. II 3

1 "6 6 -· ,_ ----. r '1

#4 at s" o.c. of top side of slob r a ~ * c~ I ~

I [)( v• I

--- p-

c"w .:."-'

c.J ;;··I

6" ~ TYPE

11E

11 CATCH BASIN

REINFORCEMENT DETAILS v (,-

-

1

Uf uunom ~-tt"tll t 6"a.c. om at botl

- -~- --- h. I ;

8 _j

~-tt4 .........

1-#4 x e·-o·· ot top over post

NOTES: I. See sheet D-13 for reinforcement at pipes

and corners.

2. Spliced reinforclnCJ bars shall be lopped at least 30 diameters.

SCALE: 1/411 = 1'- 0"

2-14 at a" o.c. bottom

II 4 at 12" o.c. bothwayt

SECTION C-C

16'. e" ..... e" &'- o"

" 14 at 12 o.c.---, _;::-see detail below I r Min. Width

I / ).1 ~ ../ · •

------........... -----., f r--_ K "JE"'§?f:ll

~ ,, I • 11 • I n ROn 1 on no c:Ooc: zc:c:z

~ Clear

~~~~ o-<-<o 'Tioo"T'' :X:.,.,'TI,.; >i::x:)> ;e>oc: )li!:z> = o-

r c: ,.. c:

6" b:t~~f, aY.- - -- - -- :cDf

SECTION B-e

#4 at 12" o.c. bothwaya

SECTION A-A

Ul n )> r m ~

~ ~ ,· q

n =4 -<

n CIOn on no c:Ooc: zC:c:z ~Zz~ -<~~-< o-<-<o ~co-n x""'~,.; ):ooli::z:):oo 2:):oooc: ):ooSZ):oo - o-- r-

c: .- I rv--c: -

-t < , m . llCI . . n ,. -t n :X: e',.o" llCI ,. lronsitriiif Gutter

Ul m

~ m 3: Cll m ]J

~

:g ,.

en -z

en c-t ml:> -tZ ):>C ;::):> cn::D

c

0 I

(J1

----- A~ lPaylinefarC.B. --- r --~ llltavotton

tf',. ., - IV •I 3'- 6"

··-=-~-

ucavation

ELEVATION

openlno of auHet pipe. Minimum radius = 0.15 pipe diameter.

er

----------·ay line for C.B.

excavation

0

~~~ .a_ ·~ .. ~.t:

s ~

NOTES:

TYPE "a• CATCH. BASIN

scALE: 1/4" = I'_ o"

I. Provide 2 cu. ft. of crushed rock, ASTM size •9 Rack Sand, at weep hole.

2. C. B. wino shall btlnstolltd to favor upstream of outttr flaw.

3. Set sheet 0-6 for reinforcement details.

4. Runos shall not be IMtalltd over a pipe connection and the lowest rung shall be not more than 2 - cJ' above the Invert.

Pay line far C.B.txcovotion

L_

7'- g"

SECTION

:~t!r~; t.Ei'. excavation

A-A

(/)

m "11 -l m 1: aJ m :n -CD aJ ,.

en n )o r m -~ -,· ~

0 I

m

en c~ ml> ~2 )>C ;:::)> cn:::D

0

:D m-t -< z., .,m C) • :D • n~ m • gn m> z-4 _,n

::1: QCD m,_ -tfn >-r:z en

n

:J n Ron on no c:Ooc: zC:c:z ~!i!i~ o-<-<o .,co., %.,.,~ >==:> :l:>oc: >C:z> =-or-c: ,..

c:

I

- -~···· ., ......... -·--------

6"

a ·~,J I c., --

- r -- -- --I

1o 1 .o" A., -- -- -- - ---~

e"

1 r-,r-""0

--,~/ at to

t 12" o.c. p

TYPE "8'' CATCH BASIN REINFORCEMENT DETAILS

=col

2 1/2" Clear

I

I

214-c.J

at top

214at6"o.c.-bottom

tt5 at rl' o.c. bottom

I I

: ! I

I/ • I 1\.. I I

~ 0 L L ~

I

·v· .. I bott I I

I

at 8"o.c. om

I J ~ .J

-M6a t each corner

~~~~ AJ PLAN

NOTES: I See shut 0·13 for reinforcement at

pipes ond corners.

2. Spliced reinforcing ban shall be lopped at least 30 diameters.

I ro' -o"

~ ..

r tt4 at 12"o.c.

I [_

I " rypaa,·

~

I- ~nd an wall 1 reinforcements --------------,---

t:i1

.... ~· u--t4 at 12" o.c.

1-rr bothways

llC 0 2

SCALE: 114' = 1'- 0"

2 #4 at 6"o.c.

14 at 12"o.c. bothwoys


2 1!2'' Clear

SECTION C-C

r 11 61-7"

~ r-#5at a"o.c.

lfof**l~ ~ ...-----.- ~ I I I

lo ·~ 5 #6 ot__J L ...... , a"o.c.

bothways 3 1/'l' Clear -+-11:-

t5at 1~ 12"o.c.I-H ~3 1!2" Clear

z."clr.t 3 1/2" Cltor-1 ~ .. . -

#5at 12 o.c. top! 2"

ri'1ear

I I . ~ .. '31

Cir.l I .. 1 k:l ~~.~ ~H a"l

SECTION 8-8

. " . . . . #4 att2"o.c.~ bothways, bottom.

SECTION A-A

n ~ -<

n aon cnnc c:Ccc: zC:c:z -tZz-t -<-f-t-< c-<-<c .,..co.,.. ::r:"""",; >li:::r:,_ ~>cc: >:z,. - o-

Ill 0 ,. r m .. ~. .. f 't

Ill m ~ m ~ Ill m ll .. I •

rc: rc:

.... < ., m . .., :

n )> .... n :z: CD ):o en z

en c .... ml> -.z )>C ;::)> cn::D

c

0 I

--..J

Symmetrical about 't_ ________ A._, L Pot line for C. B. excavation

------

F\1y line for C.B. eacova"on _____ .,. opening of outlet

• I II)

NOTES:

TYPE ''E" CATCH BASIN

SCALE= 1/411 = I'-d'

I. Provide 2 cu. ft. of crushed rock (Rock Sand) ASTM IIZI 19, at weep holes.

2. See sheet 0- 8 for reinforcement details.

3. R~g1 shall not be Installed over a pipe connection ond the lowe .. t rung aholl be not more than 2'- 0' above the ln~tert.

Type "oA'' frame a cover -----'

---A~----

PLAN

pipe. Min. R = 0.15 pipe diameter.

4'-o" min. 161

- 6" depressed gutter

5, to" a" ... 6" 1-- • oniJ..'P

R:ly line for C.B. excavation--""""'

ELEVATION

4' .o" min •

I .. ~I

=m

71

- 9"

a''L 2'-1"

I I .

12" I ~ -1 .e I ~ I .2 I ~.

I j L .I ~"t- .t:- Slop~ to droln J L J =m

~~line for C.B. excavation=.-:! -y-

SECTION A-A

----- ...... ··-------·-·---· ··-·· -·1 ····-·······-··----·-- ·-·- ----.. ------------------------, 0

I (X)

L- - .... , Cf) I

o-4 ml> -4Z u )>0 ;::)> cn:::D "'' 0

'- -Cll m ~ m ~ • m 'll ... :a I !:!! -1 • z <

'TI ,

c m :a . n ,; m :: !: n m

,. z -1 -t n 0

%

"'m Ill

n -t ~ > ,. en I'" -!!' ,.. z .. en ~

l

I

-: I

.!.. -n =i <

n nllDn 0 c ono z cOC

~ ~cz z~ 0 o~o "" :I:

.,..o.,.. > i:"""' ~

:.:::1:> COC -Z> o-,.. c ,..

I c. I

Symmetrical about ll

c~ A., ~- , ..... ut top !

~1~

,-.. #4 at 12" o.c. at t TYPE 11F11 CATCH BASIN REINFORCEMENT ·DETAILS

r- -- .. - --1-j- 1---

- _L ,

........... :=.]- L

5 - # 6 of e" oc. bottom 15 ate" 0 c. bottom lt6 at each comer

-- -- -I o r-

I

li ll I r;;;; t;;:::

tr ~

j~ ''" ~ L ;;:.:::?

A.J PLAN

-- - --r -,- -- -., 0 ·-, I

I

8 _j

I I.J 0

~ 1--Type "oA" frame 8 cc ver

I j

NOTES: I. Set sheet D ·13 for reinforcement at pipes

and cornera.

2. Spliced reinforcing bars shaD bt lapped at leas1 30 di01neters.

~~ ·;:~ott2"o• d'~"~ ~·-lg" "1'1 I[' , I I I L~' ~~ f .... ']~--r-- -----------t -:::-~!\- t ~; ~.-w~~~ ------T ~

rttnlorcements - -

=!I I

'g: 0

Ji e'

' SECTION 8- B

SCALE1 1/41 :! 1'- 0

11

2-M at&" oc. bottom

SECTION C-C

SECTION A-A

(/1 0 )> I"'" m

~ .... I.

Cf

(/1 m

~ m 1!: ID m ll .... :g •

n

~ n RDn cnnc c:Ccc: zC:c:z ~Zz~ -<~~-< c-<-<c ""cc"" :z:""""..: >i::z:)loo ~>cc: >!:Z)Ioo = c-,...

c: ,... c:

-t -< ., m . ri . . n )> -f n :c Ql )> en ,-z

Cl)

o-t ml> -IZ )>C ;::)> cn::O

c

0 I

c.o

----------------------------, Poy line_ for c.e""i---- ~ ----- A._, I

e•covot•on 1 ~ · I I __ ...;.1__ 12"

·o -.,.

"ioJ I I I

0

·..,

Flaw ~

I 12" " '' f.- Type DB Frame I a Caver 1'-.. I I ' I I I I I I

~ I

-------------------------De ressed Gutter

PLAN

s'- o" to'. o" 4'-o" Transition Gutter · Depres11d Gutter fTronaitlon Guile

6" 6" ~

2'- o"

~ I =ID . ·.•·•.·· .• .• • .•.. \ ••.. ·. • "!"!::;q..;~r:::~ • h 1 -.-- ------------------- -----:-

- _L__ r-f ____ ... _ ... ________ ... _________ i __ if ___ , j.- --.u er f : II Weep Hole 0 =ID I

hne ' · -

: ·.I TY,pe"B"Rungs\- ! I 12"! 1 _I 16 o.c. , ~

Pay line tor c.e . ..., · I excavation ' • • 1 _

i ..

diameter. 1 · I t ·. I

TYeE ••c•• CATCH BASIN

SCALE: 3/8" = 1•- o"

NOTES: I. Provide 2 cu. ft of crushed rock, ASTM size •9

Rock Sand, at weep hole.

2. See sheet 0·10 tor reinforcement details.

3. Runge shall not be installed over a pipe connection ard '~e lowest rung shall be not more than 2 • 0 above the invert .

2'- o" 4'. o" r Gutler

See detail "A" of detail sheet D-13

I'. 9"

0

~fo .a-a " ·;:: ~ a >e > a ~

~~~~·

~~4"WeepHole I I I I I I I l

I , .. \:~· i;· ... , .. ,.. ' :;_t:

::.:";

~~i\ 1t

~

-+-t 12" h ~J

-+-

--1-

.2 i a u

= CD I . 10 I~ I• l,g

lo· R~u~d openin~:;c:tlel p~pe--4::.::: ___ , , 1 0 M1n1mum radius : 0.15 pepe 1 -~--

. Slope to drai"l , .. ·•· I [_ .. __ . -----------l.--~.---------------b±~· ::=:::---:1\;' #:-t: -~===t::~,....._,....~

--- ..... . ____ J ___ "'~----

1,.. I~ I I I

--- J

ELEVATION SECTION A-A

~------- -- -- ..

en m ~ m ~ ID m ll .... lB "'

Ill

~ I"' m

~ I

I .... .. ~

0 I .... 0

en c-1 ml> -IZ )>0 ;::)> en~

c

:zJ ~-~ z-< ,., em :zJ : n" m : s::" m~ z-t -t" e:c mea --~~ >en ;:2 en

n

~ n DDn on no c:Cioc: zC:c:z ~~z~ c-<~o .,oo., %.,.,~

~~::

:CD.

----· _., ........ ~·---·-····-~·

I

~~--~--~~-~-~--~--- ---K I _ ... _1,

6"

'

4 tl4altopas shown

11

-611

•- •- . 414-at top

-;+.-: , .. ~J _o

2 V2" Clear I 1 All Walls =---f-.1 1--

A.-J 10

1

- o"

PLAN

L-J 4t4 at each comer

r-Add 14 at top ondbottom

6"

I· ,~_ 6" .. ~~ ~ •"r". • ..... cr:

!!!!!!!! 3,.14 at_J 4 o.c.

,.,..,...

14 all2" o.c.--

14 at l~"o.c.(01

t071

• o")tl4 at 6" o.c. (7

1-1

11 to to'- 6

11)

..

..

TYPE 11C" CATCH BASIN REI NFOBCEMENT QETAILS

a 2 u .

·'! "o. a.ii 1 "Nil:

t- :; .. I ··c ..: •! ~

Stu...: 2 0.5 :CD CD:.

I 0 N -., -t '5 '•:~: ~ >

SGALE: 3/811 = 1'- Q

11

NOTES: I. See shut D-1:5 tor reinforcement at

pipes and corners.

2. Spliced relnforclnt ban ahall be lapped atleaat 30 cllamtltrs.

z·-··. ~I

i .. . Add4 15 at 6"o.c. I •

M21

·0",

14at 12" a.c.~

.. tlt4 at 12"a.c.

[2" Cloor ' s-~

. &:"N c: --i£~0 • fA 'f .CD el.

I ...J'O '0 - •• 'U - -m a ' .... ... ~o·o •il::z:,.

;e•oc: )liC:z,. =-o-r-

>a .. ' a-..., I ' ' ' ' • • • • • o o • • • • o • o • • I 2 Y• IL.

c: rc SECTION B-B SECTION A-A

'Ill n J> r

"' ~ a: .. ,· ~

Ill

"' ~ "' ~ Ill

"' ll .. CD Ill •

n =i -<

n liOn on no c:Ooc: zC:c:z -iZz-i -<-i-i-< o-<-<o -nco., :"'~"~-n~ loll::,_ ~l>oc: )oC:zl> =-o-

rc: rc:

-f < -a m

c :

n )> -f n %

a:l )> en z

(I)

c-f rnl> -fZ )>C ;::)> cn:D

c

0 I

...a.

...a.

A• I Pay line for-. -~-----1------ -;?;;~B~Frome C. B. excovotton I a Cover 1

I

1 =<Di I I ~ I 7 I I~ .c 0

:::E

iD • I . .,

:a 0 0-

·;: ri a·->:::E

=o

t.,li' I I I I I I I I

Curbbor 1 1 ; ,

I

I I I I -.;.

'~ee Detoil"a"ot 1 t detail a he et D-13

1-~

4'- o" Transition Gutter

A• I PLAN

..J

~l

Round 0 .

Pay line for ucavotion

of outler·~·nv Mlnimu PIPI·

Slope to d o- =0.15 pim radlua •alo dlam et pe -r-- ., I I

: ~~/) )t ~ ":':.:"'7 '!.' I

ELEVATION

·r~ .ao a-- " ~ "! > "' a

2

NQIU;

TYPE ••on CATCH BASIN

SCALE: 3/811 = t'- 0 11

I. Provide 2 cu. ft. of cruahed rock, ASTM al%e tt9 Rock Sand, at weephole.

2. See sheet 0·12 for reinforcement details.

3. Runge shall not be lnatalled over a pip, c~rnectlon and the lowest run9 shall be not more than 2-0 above the Invert.

See Detoii"A" det all ahut 0

4" Weep Holt

Pay line for C. ncavotlon

SECTION A-A

0 I __.

~ en

c-4 ml> I -4:Z )>C -)>

I r-:::D cnc

en I 111 ,

~ 111 r ID 111 JJ :a i m-4 .. --< z~ .,m Q :a : n~ m , ~:n m> z-4 ..,.n

:c 0 CD

Ill ~ > ~ > ~ r - Z m r-.. en w Gil :

I ... (

L_ n ~ -<

n t~Dn on no cooc zcc:z ~Zz-4 ........ -< o-<-<o -noo"" ::""""'~ ,.~:z::,. ~>cc )iCz,. =-o-....

c: .... c:

1o

:a

>

iD

E E :::t :::t e e ·c·;c ·- " :I :IE

oio

·-·

tl4at 12"o.c

2 '12 All w

11 cl•ar

te4 at 12' bofhwoy

~lis

I o.c.

•

A~ I "I 4 at each corner

t1 4 at 12" o.c.

.. 4 at 1211 o.c.

2tt 4 at 6"o.c.

" 3'-e" J 6

PLAN

~ Ill

• t--

1.-44 at 12"o.c. • bothwoya

•

i" • • •

SECTION 8-8

bottom

op

bottom

• :a a ... 0

E :::t E .. 0

:IE >: ~ ·' 0

TYPE 110

11 CATCH BASIN

REINFORCEMENT DETAILS SCALE: 3/8" = 1'- o"

NOTES:

I. See sheet 0-13 for reinforcement at plpea ond corners. 2. Spliced reinforcinG bars shall be lapped at least

30 diameters.

2 !tl" clear All walls

t14atl2"o.c.

4 ...

Add I "I 4 -0 :

I-t- n~

·tt 4atl2"o.c. bothways

II I tt4otl2 o.c. Ill ~ l bothwayt

•

Typical

Depressed Gutter

T .. A .... c .. 6

.. 0

.. ype , C.B.

----.. -.. -~-Type B C.B.

COUNTY OF KAUAI

Horizontal Bars

..

TYPICAL CORNER REINFORCEMENT LAPPING

SCALE: 1 .. = I'- o"

Curb Grade 11 ..

. - Slo e: l/4 to I 2 !. •·• .. :·.·~.~-?

p .;~~. ··~:~·'; • :·'-: -.4"

., -.,L~'e .;·-i~·~·

DETAIL "Aa SCALE: I 112

11 = 1'- 0"

CATCH BASIN DETAILS •

/ CITY & COUNTY OF HONOLULU


CATCH BASIN DETAILS STANDARD DETAILS D-13

SCALE: AS NOTEO SEPTEMBER 1984

2 1- 0" 13/l&'

Depressed Gutter

= • CD

Type ·~·; "c: s"o" c~a. •

-------~

~ "a" c a ___/ . • ype ••

DETAIL 11A ...

SCALE: I Vz 11 = 11 - o•

,~ .. See reinf. detail for specific type C. B. for size and spacing

Add 1-# 4 for "c" type C.B.

REINFORCEMENT FOR DETAIL 11A111

SCALE: I~"= 1'-011

DETAILS FOR CATCH BASIN WITH 5 11 CURB

D-14 STANDARD DETAILS

DETAILS FOR CATCH BASIN

WITH 5" CURB

SEPTEMBER 1984 SCALE: 1-1/2"' • 1'-CY'



Ill n )> ... m )> Ill

z 0 -1 m 0

M

~ n Ron on no c::ooc:: zC::c::z -4Zz-4 -<-4-4-< o-<-<o .,co., %.,.,,.;; >==%)> ~>oc:: >C::z> =-o-r

c:: ,... c::

.,a em :a"" ,... nm l>n -4-4 nc :I: ::a CD -)>Z cnr-- m Z-t

II) m

~ m :!:: CD m ]I ... ~ •

en o-4 m)> -IZ )>0 i=)> cn::D

c

0 I

-a Ul

.~ -01 ... - :::J C\JC>

8

II II II II II II

'fype A, C 8 0 C.B. ------~- ....

'fype 8 C.B.

SECTION A-A

PLAN

'-o" ~

SECTION 8-B

NOTE: For 3' - 6" C.B. throat can~truct 3 deflector units at B 1!2' o.c .

8

-..A/1_ pirection of flow .......-"'- - m gutter

.-/1/L pireclion of flow ·I"- tn gutter

I

011

I---=-4

DEFLECTOR INLET FOR CATCH BASIN .. SCALE: 112" = 1' - 0"

9

... 0 ••

..

SECTION C-C SCALE: 2

11 = 1'-o" ,.,, .. _, __ .. ___ ._.,,,,~···----~------~·----

0 I ~

m -

(I)

c-4 ml> -4Z )>C ;::)> cn:::tl

c

Ill m "11 -4 3: m s::

c Ill IIDZ m ]I

)>Q

cC cnr-

Ill ;;=t • ..,.:

c" ., n cnC r-2 )>en m-4 )>:a zc: a" -4

Ill en-n -C ,. cz r !!'

m

w ~c

.... )>on ... -'!

,..n ~)>

I -4 ... n •• :z: 0 : --

n ~ -<

Sn 110 n c:cnc zc:cc: -tzc:z -(-tZ-4 c-<-4-< 'Tic-<c ::C'TIC'TI )loii:'TI,.; :e>::C)Io ,.c:cc: =-~!: ,...

c: ,... c:

-·--------------------------------------,

Property Line Property Line '•: .¥: . :4::!:

I• J. Score 9 ~ Score · · · -9 ~ Lines -¢ ~ Lines ~ -¢ ~

u; :·. ·.. l . .· (f)

4'-011 I (I) - I 4'· 011 . ' 4'-011 I

____ ..___J ...---<----=·~ :g ~--!!"'-.r-------- ..... ----~----·c

Curb .,g · I Curb

I I ~ -------------~~----F-i-ni-sh--to-m--atchcurb-in_g ______ ~,-----~~--~~~~~------------

TYPE •A" CATCH BASIN TYPE •a•• CATCH BASIN NOTES

I. A four foot section ot sidewalk, on both sides of the catch basin, shall be poured monolithically with the top deck of the catch basin.

2. Pour top deck of catch basin after the curb and gutter are installed.

3. Scoring shall be done according to the drawing •

4. Monolithic construction of ty~es "c .. and 11

0 .. catch basins and sidewalk shall be similar to detail for type 11 B" catch basin .

MONOLITHIC CONSTRUCTION OF CATCH BASIN TOP SLAB AND SIDEWALK

·o I -.,

- ---------------------~ -- -- --~

Pay line for excavation¥ _ _.._

I .,

A ·o L I -..

2 #4 at bottom

6"

---, ~Pay line for excavation I I I

I

t--+---+-"---f--t-11---T.1--3 #4 at 6" o.c. at bottom

4'-o" 5'-o"

J '-+--+--~1 -3 #4 at bottom as shown

__ _J

6"

NOTES:

PLAN 1. See sheet D-26 for channelizing detail.

2. See sheet D-13 far reinforcement at pipes and or comers.

Type "oe" Frame a Cover------,

Type "e" Rung---4-IS"o.c.

Pay line far·-· --......r excavation

#4 at 12"o.c .. ---...,_-~.,. bothways

#4 at 12" o.c.--....J bothways

3. Rungs shall not be installed over a pipe connection and the lowest rung shall be nat more than 2' - 0" above the invert.

I

I I

12" te--Poy line for excavation

..---~#4 at 12"o.c. bothways

Round opening at outlet pipe. Minimum radius = 0.15 pipe diameter.

SECTION A-A

SHALLOW DRAIN MANHOLE FOR SIDEWALK AREA

COUNTY OF KAUAI SHALLOW DRAIN MANHOLE FOR SIDEWALK AREA


COUNTY OF HAWAII SCALE: 3/8" • 1'-0'' SEPTEMBER 1984

STANDARD DETAILS D-17

,~-

D-18

Pay line for excovation---..

=o =o 0 I -., -.

0 •

·2 :ii .. ..!!.&: .. D • > ;;

2

3 •& at bottom

6". 4'-o" 6"

s' -o"

PLAN

Trpe "DA"Frame 8 C0v.r---

Poy line for---f excavation

'----IP~ay line tor excavation

A _j

~ L See sheet D-26tor dlannelizino detail.

2. See sheet D·l! tar reinforcement at pipes and corners.

3. Runos shal not be installed owr a pipe connection and the lowest ruNJ ahall be nat mare than 2'- o" abow tM invert.

16--IPalllav'/ line for excavation

4t4 at 12"o.c.---+--_.,. ,....---+--•4 at 12" o.c. botflways bothways

SECTION A-A

und openin; of outlet pipe. Minimum radius= 0.15 pipe diameter.

SHAlaLOW DRAIN MANHOLE FOR PAVEMENT AREA

COUNTY OF KAUAI STANDARD

DETAILS

SHALLOW DRAIN MANHOLE FOR PAVEMENT AREA


COUNTY OF HAWAII ~PT~MB~~ 1984 C:r-AI F• ~fR•• • 1'-0"

2'- 7" 2' -5" 2' -7"

Lifting hole Lifting hole -----1------ ..

Oowelholn I on each side

I t4 at bottom

2'- 5"

wei holes 1 on each side

•4 top and bottom at each side of opening

...l------:::~~it:;:::t::~r:'!:io.,.:::f:=~-6 top and bOttom at eoch side of opening

•4 at top and----.-----.., bottom at each side of opening

Add IS 4 at bot toft\

ype "oe"Frome

4 hoop top and bottom

SECTION A-A

Add 2#6otbottomPLAN

~at top end---.-----..... bpttom ot each Side of opening

SECTION A-A

•4hoop top and bottom

FOR SIDEWALK AREA FOR PAVEMENT AREA SCALE: 3/811 = 1'-0" SCALE: 3ta" = t'- 0"

I I •

Provide hole, grout with-, l '14 :rop slob

expanding grout \ ~ ~~~~----~--~

*4 x 1'- 6 "dowel,,--4-......,. leach side

DETAIL SCALE: I 1!2" = 1'- 0"

PRE-CAST TOP SLAB FOR· SHALLOW DRAIN MANHOLE



PRE-CAST TOP SLAB FOR SHALLOW DRAIN MANHOLE


STAN DAR 0 DETAILS D-19

I It II

Type B Rungs 16 o.c. Rungs shall not be installed over a pipe

u connection and the lowest rung shall be not more

=C\.1 than 2'- o" above the

0 _invert. 1 ~ I

II)

c.

o en O"l:J :r. i 0 c. -.o c~ o..., ·~

0 :r.

0 .r-0 -C\1 :r.u- ., .E:o "t:7 CCX) C 0 Q) .... -·- 0 c. ... 0 0 ~

:r. -¢ #

I I I I I I

Pay line tor-J excavation 1

I I

:t:f 4 Vertical Bars spaced 1/e ot circle :

I

# 4 Bars at 12" o.c: bothwoys

,----Type "oA" Frome 8 Cover

Round opening ot outlet pipe. Min. radius= 0.15 pipe diameter

=o

-~

=o

-I

:::J E

-----~~~~~~~-+-----------~r-

4'- o" g" Oiom.

NOTES:

CP a. ·a_ x

0 o E e = 0 0 om

J. Manholes deeper than 10'- o" require special design and other detailing

2.See sheef 0 • 26 for "channelizing Details tor Drain Manhole"

CONCRETE WALL DRAIN MANHOLE


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

CONCRETE WALL DRAIN MANHOLE

SEPTEMBER 1984 SCALE: 1/2" • 1'-0''



II II II

Type A Rungs 16 o.c.---Rungs shall not be installed over a pipe connection and the low~t .. rung shall be not more than 2-0 above the invert 1

I I I I

1" Cement Plaster~: -....-( I I I I I I I

Pay line tor .J excavation

1,.._.-=---t

2 ~4 Horizontal Hoops 1 #4 Vertical Bars-1 --t.-. spaced Ve ot circle

I

I

#4 Bars at 12" o.c. bothwoys

,---Type 110/t Frome 8 Cover

Round opening of outlet pipe. Mtn. radius = 0.15 pipe diameter.

4'- oil 911

I

I I I -0 I

I

I -q-I I I =o I I

I ·o -I -.&: 0

·e;

E :I E :IIC 0 ::

• • 0

!! m ,.( SJ cj 0 0 c: E 0 ... u 0 -c: ·c;

a::

NOTES: I. Manholes deeper than

101

- o" require special design and other detailing

2. See sheet D-26 fer 1'Chomelizing Details for Drain Manhole

11

BRICK WALL DRAIN MANHOLE



BRICK WALL DRAIN MANHOLE



-----

1

Adjustment up to 3"---""'\ II II

r---Type OA Frome a Cover permitted with brick or mortar

Type "e" Rungs 16"o.c.<~a~f------ .:.~. Rungs shall not be installed over :· o pipe connection and the lowest rung shall be not more than 2'- o" above the invert. I

I

See Detail "A.' ot~1

detail sheet 0-2 3 ,... Detai Is ot Cone Section ·

Riser Section and joint \ shall be approved by the Engineer 1

I I I

#4 Bars ot 12" o.c. bothways

4'- "

Round opening of outlet pipe. Min. radius = 0.15 pipe diameter:

5"

..

·o

-,.,

c 0 -u Cl)

(/) ., c: 0

(.)

c 0

Cl)c:; .J:J Q) o(f)

... .. 0 ., > .,

a:

-.&:

PRE- CAST CONCRETE DRAIN MANHOLE


SCALE: 112"= 1'- o"

PRE·CAST CONCRETE DRAIN MANHOLE

SEPTEMBER 1984 1/2". 1'-0"



------------------------

. . . . · .. . . . . . . . . . . ~ . . . ·. . . .. . . .. . .

. . . . .

5" 5"

CONE SECTION RISER SECTION

5"

IC>

; Mortar around bose

Riser section .. .. • ... • •

. 0 . . . " .

oncrete base

!.

DETAIL •a• PRE-CAST CONCRETE DRAIN

MANHOLE DETAILS



PRE-CAST CONCRETE DRAIN MANHOLE DETAILS



-~

N

D-24

I 511

1 . . ...

' • D ~ .. • . ....

.. . • '

... • ..

2 111611 0

2 I/J6•i

=~t~ =~ 0 ""' . ..

~16 II

2 3/16 II = .. . . .

b N -~ - ... -..,

• 0 •

0 . .

• 0

c 'l

. . . ~ .. 6. "' . .

~ 5" ~ 5"

CQNE SE~TIQ~ BISER SE:CIIOM

AlTERNATE DETAIL •A•

PRE-CAST CONCRETE DRAIN

STANDARD DETAILS

MANHOLE DETAILS

SCALE: 41/2"= 1'- 0"


SEPTEMBER 1984 SCALE: 4-1/2" • 1'-0''

COUNTY OF KAUAI CITY& COUNTY OF HONOLULU

COUNTY Of MAUl COUNTY OF HAWAII

2'-o"

3611

CONE SCALE: 1/2

11 = 1'- o"

RISER SCALE: 1/2 II = ,. - 0 11

5" 4811 5" ~ f· ·j ~ I I Die. I

_i~,+-----·1 ---+r~ RISER

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

... 0

=.s~

"'

5"

. . : ' ...

. . · .. II ~

1-1/4 I

• 4

.... . . . .. ..

..

•

GRADE RING SCALE: 112

11 = 1"

SECTION As/LF.

48"x 49" Riser 0.15

48"x 45" Riser 0.15

48"x 36" Riser 0.15

4B"x 30" Riser 0.15

48" X 24" Riser 0.15

48" X 15" Riser 0.15

48"x 12" Riser 0.15

48" x 24" x 36" Cone 0.16

22" X 4" Grade Ring 0.12

22" x 2 112" Grode Ring 0.12

4B"x 32" Riser 0.15

48 11 X 16

11 Riser 0.15

NOTES

.....

.......

TOTAL WT LB. 2, 752

2,590

2,064

I, 720

1,376

860

688

2,100

200

95

2.,691

1,345

I. Pre-cost sections shall conform to ASTM C 478- 61 T.

2. Manufacturers may submit to the Engineer for approval, prior to monutacturing, designs other than those shown on this sheet.





SCALE: 1/2" • 1'-0'' SEPTEMBEFI 1984

----------------------- - - -

D-26

PLAN

. :> .

. . w

0 .. ·. 0.

4' -

SECTION A -A

.. .

bottom of manhole to depth ot 1/2 pipe diameter using concrete bricks and Class "8" concrete.

CHANNELIZING DETAILS FOR DRAIN MANHOLE

STANDARD DETAILS

SCALE: 1/2"= t'-o''

CHANNELIZING DETAILS FOR DRAIN MANHOLE

SEPTEMBER 1984 SCALE: 1/2" • 1'-0"



- - ~------------~-- --

NOTES'

A •

1. Rungs shall be 3!4" diameter wrought iron or ASTM A 36 steel rods and shall be hot-dipped galvanized or cadmium plated after bending.

2. Any deviation from these details must be approved by the Chief Engineer

TYPE WALLS L, L2 Type A Brick 13~" 7 ~-B"

lrl ~ L

I I I

A ·r I· _j I c: ~ ·e

. \ "g

\ \ ., . \

~ ,,

I\~ Outline of CirCular wall

SECTION

L (overall) I

L2 41'4" •

~ --

TypeS Concrete 9" TypeC Precast 7 :}'4'

4~" 3"

(embedment} • 3" for one rung

at top of opening.



..

1--r-, I . I . I

LL-~~- """"' ~---- . . . . -~

. . _l_ ro

. . ~ 3;4" C\J

1· I

-.---l_

SECTION A-A

RUNGS FOR CATCH BA$1NS AND MANHOLES

SCALE: 3"" • 1"-0"" SEPTEMBER 1984


D-28

Cast Iron,-~

PLAN

2 211

SECTION A -A

TYPE l)A" FRAME

NOTE:

8 Ribs spaced equally

A

This frame is the some as sewer manhole trome Type "sA ...

EOR CATCH BASIN AND MANHOLE

STANDARD DETAILS

TYPE "DA" FRAME

FOR CATCH BASIN AND MANHOLE

SEPTEMBER 1984 SCALE: 1-1/2" • 1'-0"



A

L

PLAN

VB 24 114'

- ..Y.i_

Cast Iron

A

_j

tmiE; This frame is the same as sewer

11mqphole frame

Type SO.

1/ II

~-i :"l ~/ '// I

It I 2" 4' ~~ v ,/ -;:..:

/ ~:: I y, .. '1.' J" I' 22

11 Ill t" 2"

30"

SECTION A -A

TYPE"oe• FRAME FOR CATCH BASIN AND MANHOLE



TYPE "DB" FRAME

FOR CATCH BASIN AND MANHOLE

SCALE: 1·1/2" • 1'-0" SEPTEMBER 1984


D-30

I" Diameter hole ast Iron

PLAN

SECTION A- A

BOTTOM VIEW OF COVER

CATCH BASIN AND MANHOLE COVER

STANDARD DETAILS

CATCH BASIN AND MANHOLE COVER

SEPTEMBER 1984 SCALE: 1-112" • 1'-0"

COUNTY Of KAUAI CITY & COUNTY OF HONOLULU


-- --------------

A. C. Pavement--. 6" Pa ment Width ot Trenchin 6" and Temp. Trench Patching

Base Course----J

Pay line tor excovation·---.-4

Alternate pay line for-----. excavation as determined by the Engineer in the tield

Pipe Cushion {select material

P=Outside Diameter

ELEVATION SCALE: 3/4" = 1'- o''

NOTES:

I. Restore pavement to match existing pavement.

2. Minimum thickness of pavement: A. C. Pavement= 2" Base Course = 6"

3. Excavation for extra 6" width of repaving to be included with trench excavation.

DRAIN PIPE PAYMENT WIDTH OF WIDTH OF

SIZE TRENCHING REPAVING

18' 36 48" 24 48" 60" 30' 56" 68" 3 6" 64 76" 42 72 84" 48 eo' 9 2" 54" as" too" 60" 96" 108"

PAYMENT TRENCH WIDTH AND REPAVING FOR DRAIN PIPES



PAYMENT TRENCH WIDTH

AND REPAVING FOR DRAIN PIPES

SCALE:3/4" • 1'-0" SEPTEMBER 1984


0 I w N

en c-. ml> -fZ )>C -)>

~:n c

In m ~ m ~ CD m ll ... CD CD ~ en -0

m :E ,. ~

~

n c r-< m

(l 2:1

) -f "("" m

~ z 0 ... m 0

n

~ n I!Dn on no cooc zCcz -tZz-t -<-4-t-< o-<-<o -nOo-n :z:"'"-n,.; )o!l::z:,. ~>oc ,.cz,. =-or

c rc

I

'

~-

14 2'-G"min •l'-1'-6" mtn. _, .1'- o" .

Varies - lShown for a'- o" sidewalk oreal : I transition I m•n.

-c tl E

A !·----t_I&J ------~ = 0

I

-N

c f ~- --0- --

! ·-Ditch

Cone. sidewalk

.. . . ~. ·: ~. '·' ':

Standard cone. curb

----.!- ----- ------·------- --- t--plate~ =

0

' I

-----------------____ j ___________ _

. . . .

·~:; t~. ?.:7-;YD~J, ~:,.•t -, Flow line

of gutter~,

PLAN SCALE' 1/2

11• 1

1- 0"

4'-d' sidewalk

SECTION A-A SCALE : t/'J.': 11

- 0''

2' -3 3/4"•9'-d'xl/4" checkered steel plate fastened with ~"F. H. bran screw a at z'-o" o.c. max.

Class "e" cone.

NOTE:

All steel ports to be oolvonized.

~;!~1ond tap for ~/8" F. H. ' ~ Ierew at 2- 0" O.C.

A.. ~ ~~·~· rRo.Jnded -1V8~ I edge KS~ V4'xl/2"x8-lo}~·

11"-~~~~-1:<1.~ steel plate

o:JM.~ .. _·:A••

DETAIL 11811

SCALE: 3"= i- o"

welded to form seat angle.

t/4"x 2 l/2"~t8'-•o~· steel plate

SIDEWALK CULVERT SECTION 8-8

SCALE : 3/411

: f -011

~STREET

PAVEMENT SHOULDER 10' -

7' -

R/W

so' R/W

so' R/w

FUTURE SIDEWALK

-~..!L~L..f.T.__ DRIVEWAY

NOTrE~: .. ._._._._ .. ._._._~--------_[~=;~;;~/;f--------~~::~---Culvert size to be determined by / Engineer. Box culvert minimum . .....,......,........,;v inside dimensions 16" deep x 24 • wide. All form material to be removed upon completion of construction.

A...,

A..-J • 5 BARS

DETAIL

SECTION

•4 BARS - 12" O.C.

- a" o.c.

SECTION A-A

A B

2' 4"

3' 5" 4 6"

_. 4 BAR 1/2'' DIA. •5 BAR : 5/B" DIA.

s' 6"

1.1.1 ~.

ORO 53 tDROP DRIVEWAY) ...J" s·-o· for '"'"'' ...• :~ driveway condition. >-.....

a: Max. approach width

1.1.1 c..

ot curb line - 36' I 0 a:

\ c.. Variable

R/W-...._ " I . .. .. .. ..

\ I I~:\::'.'"'··'· .... ·.······ ··,'.·::·);f:··i \ 2'

"DITCH '""' '-DITCH- I \ ~ ·:': ..... \

' I .... \

... . .. I .. ... \ -------------- - -:-'-- -- -_;I-_ - ----------FUTURE CURB LINE./

-----,--\ '

"-.SHOULDER"". ·.,

SEE DETAIL ABOVE FOR CULVERT REINFORCEMEi~ ( REQUIREMENTS.

"- Provid·e· smooth riding connection to roadway.

PLAN

COUNTY OF HAWAII DRIVEWAY DRAINAGE- BOX CULVEfn

NOT TO SCALE SEPTEMBER 1984.


~~--

} STREET

I PAVEMENT SHOULDER

,.... I

10'- 60' R/W 7 - 50 R/W

FUTURE SIDEWAUC - oJ•" I f'T. ·- ~DRIVEWAY

QILVEIIT SIZE TO BE DETEitiiiNED BY ENGINEEit. IB • MIN. INSIDE DIA. 1'011 CIIICULAII

'\,(ff---MIN. 8" \ I

.....,;:

COIIIIUGATED lltON Olt CDNCitEtt CULVEII'T.

SECTION

ORO. 53 (DROP DRIVEWAY)~ 6'- o" FOil FUTURE DltOP OIUVNAY CONDITION.

2' • o· CLEAIIANCE

.. All. API'IIQAQt WIDTH AT ~-~~ IIIIF - 11&' \_J

I VARIABLE I \ I

>-1-a: ILl I:L 0

f:

I .. ---- .. ----·· ---+--.P··----·· -P--+__. ..... -----.. ----- .. -

L OITCH"7 / ...... ·:------------~ \ ~ J --------.J.'-------+-r'-+:~~~----------~~i.._'.....,. ________ £--ro_•_Tc_H ___ _

,' ,._. '

---"FuT'u'Re:-cuRa-UNfJ---~r:----· •• ;"~-------;::;----

.. . . . . -·. .. ----~-~D£ S= RI~N6 - . . -·• ·.·

D-34 STANDA~O DETAILS

-·-

CONNECTION TO ROADWAY

PLAN

DRIVEWAY DRAINAGE- PIPE CULVERT COUNTY OF HAWAII


t STREET R/Wl ~· SWALE GRADE AS DIRECTED 81' ENIIIIIUR

PAVEMENT SHOULDER 10' - so· R/W : 7-50 R/W

VSAW£ AS EDGE OF FUTUit~ SIDEWAUC PAVEMENT GRADE

r------------..:------Jr--= ~ ...!.Lf--· ---::AI-~----.J..r;..__D_R_IV_E_w_A_Y __ , s~~ i

I -SECTION

ORO 53 (DROP DRIVEWAY) 6 '- o" FOil FUTUitE DltOP DlttVE¥fAY CONDITION

2 -o· CUAUNat

R/w • 1---~~~~~·~mz~---4--~~ I AT CU1t8 LINE - 341'

J .. ----·. ---- .. -..:-~r-- .. . . ~_,_ ___ .. -----·. ----/ \ 2-J

I \ ~ ,' .. \

I \

--;u:ru;E-cuReuN£...7-----'--r------·-t-----------------

I' ; \ . [SHOWlER7 -------------.. --. -. .L----~ PR<MDE SMO<II'H RIDING

CONNECnON TO ROADWAY

------------------------------- -"FurUR"E-cuRB-uNE:.7 --

----- .. -----. ·----- . ·-----··----- .. -----.. ----- .. -R/W_/

PLAN

COUNTY OF HAWAII DRIVEWAY DRAINAGE· SWALE



...

T 3'•0"MIN. T

CSNOWINI lULL PtPI)

SECTION 1-1

~ z-o 'J !" o• UIN. lT OR OUTSIDE DIA ,+ a•a

TYPE G2

-

BDTTOMS NOT REINFORCED

SECTION A-A

z

1.

2. 3.

4.

5. 6. 7. r--------,----: . ..,. 8 .

• A A 9.

L 10.

·.:. 1,.

12.

•• 13 .

TYPE G I

1/4~~·/4· DETAIL

STEP DETAIL

GENERAL NOTES

"H" IS THE DIFF. IN ELEV. BElWEEN THE OUTLET PIPE FLOW LINE AND THE NORMAL GUTTER GRADE LINE UNDERPRESSED AT THE CURB FACE. FOR "T" WALL THICKNESS. SEE TABLE. REINFORCING STEEL IN WALLS SHALL BE #4 BARS @l 18" CENTERS. PLACED 1Y:t" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE SHOWN. STEPS· NONE REQUIRED WHERE "11" IS 3'·6" OR LESS. INSTALL ONE STEP 16"± ABOVE FLOOR WHEN "H" IS MORE THAN 3'-6" AND LESS THAN 5'-0". WHERE "H" IS MORE THAN 5'·0", STEPS SHALL BE EVENLY SPACED @112"± INTERVALS FROM 16"± ABOVE FLOOR TO WITHIN 12" OF THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT PIPE OPENING. DETAILS SHOWN APPLY TO BOTH METAL AND CONCRETE PIPE. PIPE IS) CAN BE PLACED IN ANY WALL. CURB SECTIONS SHALL MATCH ADJACENT CURB. BASIN FLOORS SHALL HAVE WOOD TROWEL FINISH AND A MINIMUM SLOPE OF 12:3 FROM ALL DIRECTIONS TOWARD OUTLET PIPE. GALVANIZING- SEE STANDARD SPECIFICATIONS OR SPECIAL PROVISIONS. CAST-IN-PLACE OR PRECAST ALTERNATIVE IS OPTIONAL WITH CONTRACTOR. SET INLET SO THAT GRATE BARS ARE PARALLEL TO DIRECTION OF PRINCIPAL SURFACE FLOW. SEE "STANDARD GRATE DETAIL" FOR GRATE AND FRAME DETAILS. USE Gl WHEN H~4'·0".


TYPE G 1 AND TYPE G2 DRAINAGE IN LETS. COUNTY OF KAUAI


TABLE A

•• . o· .. - I.

.. it2 !TOVE BOLT! AND LOCKWASHERS

N

o• LESS

TO 20' - o·

T

•• ••

CPLACE BETWEEJI S P 11.11 LBS. IRATE SLA1S TOTAL- 4

SECTION C-C

....

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 1%" CLEAR TO INSIDE OF BOX UNLESS OTHERWISE SHOWN.

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 THAN 5'-0", STEPS SHALL BE EVENLY SPACED@ 12"± INVERVALS FROM 16"± ABOVE FLOOR TO WITHIN 12"± OF

. THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT PIPE OPENINGS.

5. WHEN SHOWN ON THE PROJECT PLANS, PLACE A .S PROTECTION BAR HORIZONTALLY ACROSS THE LENGTH OF THE OPENING AND BEND BACK 4" INTO THE INLET WALL ON EACH SIDE.

6. PIPE lSI CAN BE PLACED IN ANY WALL 7. BASIN FLOORS SHALL HAVE WOOD TROWEL FINISH AND A

MINIMUM SLOPE OF 12:1 FROM ALL DIRECTIONS TOWARDS OUTLET PIPE.

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.

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 ON THE ANCHORS SHOWN ON THIS PLAN .

A ...._

L. r!r!

~: _-_-: :-_-_-:: -_-:-_-:: :~:tt:- :-~ :-_- ::-: =---=~ A

_j : :i!: I .... I - -- ----- ------....... ;, .. --... ·--- --------...

0 . 'J,_•mNE BOLTS-~ a LOCKWASHERS .

TYPE 24 - II \GRATES

~-ll-----~~~~-----U

La PLAN

ANCHOR·

SECTION A-A

REFER TO G2 DRAINAGE INLET FOR BARS AND HOOPS DETAIL.

,

.. . :::··. __ ; :: :_· _· ~::t-1---.....

: ... · ••

SECTION 8-8

COUNTY OF KAUAI TYPE G3 DRAINAGE INLET STANDARD DETAILS D-37


t

• • , ...... ., • ..,

A

l

I

l T r

f"t SWALE

l / 1 1• MIN.

,.., ... ....-I

~I I I . I I

REFER TO ir-----J STD. fRAil£ 8 GRATE D£1aL -- L-------" . I

~~· ..

I

I I . '·

.. ~-- 1• MIN.

z'-oY8• z'-o11; I.

PLAN

A ED&£ PIN.

~ ------:=====~ II - '• .. '• !• •• .. II i:J

P" •' . I' ' I

I '· . I' s=-- -:.--- --:: : :_-i

T

l

REFER TO TYPES GI,GZ 8 G3 DRAINAGE INLET NOTES,TAILES,SECTIONS a DETAILS

D-38

I

I :z:!

I

I !

I' DE PRESSION +i OfA_; _ - -- - - - ,.,.uj, »)145\ m,c

..

~1____~~~~----------------'----------------~------~~

STANDARD DETAILS

~ T ! SECTION A-A

TYPE G4 DRAINAGE INLET

SEPTEMBER 1984 SCALE: 518" • 1'-0"

COUNTY OF KAUAI

24"GRATE : 2' -1 1/2"

18" GRATE • ·1'- 7 1/2•

---ON FRAMES FOR TYPES A 24-18 GRATES PR OVIDE

..J

"' :;, 0

"" 'It

CKS. a-i5•xl·x3/4"BLO PLACE ON ROADW OR HIGH SIDE OF OPENING.

AY SIDE GRATE

I " ~

• " .. ~6

:0

'It . ..,

....

I' - 115/e

OR I' - 1)5/ •

,~'""" . . '"~r -,rM~ I :~:,.:,.:p ... ;~,;i1"l· ;r.TJ ~·.-:n.n ·~c-.

,,,l•t;;'ttllll ,,tt'lllatllt '•'' I

WELDED GRATE~ • TYPICAL FRAME

4"X3"X 1/2• L IRON

• •

lfi'O ANCHOR~~ J 30. o.c. ·~ ___::;___ ...... ~

SECTION B·B

COUNTY OF KAUAI

••••" t :j•lfu1 11 "'''''' 11 •lt1 ~~~ ,.,

GENERAL NOTES I. CONTRACTOR HAS THE OPTION OF USING CAST NODULAR IRON, CAST ,

ST![L, WELDED, BOLTED, OR CAST END BLOCK GRATE. 2. GRATES AND FRAMES SHALL BE GALVANIZED.

3. ROUNDED TOP OF BARS OPTIONAL ON ALL GRATES. 4. PIPE DROP INLETS WITH A GRATE SHALL BE PLACED SO THAT BARS

PARALLEL DIRECTION OF PRINCIPLE SURFACE FLOW •

STANDARD FRAME AND GRATE STANDARD

DETAILS D-39 NOT TO SCALE SEPTEMBER 1984

' j I

I

I

X L I(

B -~-----PROPERTY LINE 7 ..

MATCH SWALE CROSS SECTION

A

2'' A. C. PAVEMENT---+-.J

t. W • WIDTH OF CATCH BASIN 2. L • LENGTH OF CATCH BASIN

~UTL[T OR INL[ T PIPE

3. K s 6'-o"UIN. UfltLESS OTHERWISE SPECIFIED\ 4. X: 3'-o"t.IIN.UNLESS OTHERWISE SPECIFIED/NORt.IAL SECTION

5.1N SUt.IPCONDITIONS IC•X•&'-d"IIIIN. PLAN

.! -----··

EDGE PAVEMENT

---------------------------------,1::'"·····--:.:·---

FLOW

MATCH SWAL[ CROSS SECTION

NOAt.IAL GUTTER GRADE j 4" BASE

CUT SLOPE~

D-40

'

STANDARD DETAILS

2" A. C. APRON

SECTION A

SHOULDER WIDTH VARIABLE EDGE. PAVEMENT

SECTI~N 8 ---

LOCAL DEPRESSION WITHOUT CURB AND GUTTER

SEPTEMBER 1984 SCALE: 1/4". 1'-0"

COUNTY OF KAUAI

PLAN

UNDISTURBED

EARTH SECTION z•- z•- z•n PROJECTED ON Y-Y-Z

TIE BARS •;,-te" O.C.

FBARS ~:-:-+--'-~--,

T

SECTION M-M t.INMUM DEPTH OF TOP Nl) BOTTOM

SLABS SHALL BE & +~

NOTES

VALUES FOR A, B, C, D, E, F, G, L, ELEV. A AND ELEV. S SHOWN ON IMPROVEMENT PLAN. H: PIPE SHALL BE CRADLED IN CLASS A CONCRETE EXTENDING LONGITUDINALLY TO POINT l FT.

BEYOND THE LIMITS OF L. H =%OUTSIDE DIA. OF PIPE +3" AS A MIN. CRADLE MAY BE OMITTED ON SIDE OPPOSITE LATERAL INLET WHEN CONSTRUCTED IN CONNECTION WITH EXISTING PIPE STORM DRAIN.

J: A AND B BAAS SHALL BE CARRIED TO POINT NOT LESS THAN J DIST. FROM ct.= 7D/12+6". L: RECTANGULAR OPENING IN MAIN LINE PIPE SHALL BE CUT IN WITHIN THESE LIMITS NORMAL

TO PIPE SURFACE WITHOUT DAMAGING STEEL. VALUES FOR F, G, AND LON IMPROVEMENT PLAN. P: TRANSVERSE REINFORCEMENT IN PIPE SHALL BE CUT IN CENTER OF OPENING AND BENT TO

UNIFORM DISTANCE FROM TOP AND BOTTOM OF JUNCTION STRUCTURE. T: TABLE OF VALUES FORT SHOWN ON THIS PLAN. 1. OPTIONAL CONSTRUCTION: WHEN JUNCTION STRUCTURE B IS SPECIFIED ON IMPROVEMENT

PLAN, THE CONTRACTOR SHALL HAVE THE OPTION OF CONSTRUCTING JUNCTION C, IN WHICH CASE CONSTRUCTION DATA WILL BE FURNISHED BY THE ENGINEER.

2. CONCRETE SHALL BE CLASS A. 3. REINFORCING STEEL SHALL BE ROUND, DEFORMED, STRAIGHT BAAS 1'/a'' CLEAR FROM FACE

OF CONCRETE UNLESS OTHERWISE SHOWN. 4. STEEL SCHEDULE: A & B BARS- #5@ 3" O.C.

F BAAS- #4@ 6" O.C. 5. MONOLITHIC ARCH: WHEN JUNCTION STRUCTURE B IS SPECIFIED WITH REINFORCED

MONOLITHIC ARCH STORM DRAIN, VALUED SHALL REFER TO THE CLEAR SPAN OF ARCH, REINFORCING STEEL SHALL BE CUT AND BENT INTO JUNCTION STRUCTURE THE SAME AS FOR PIPE. CONCRETE CRADLE UNDER REINFORCED MONOLITHIC ARCH IS NOT REQUIRED.

6. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE. 7. ELEVATIONS APPLIES AT CENTER OF MAIN LINE ON PROLOGATION OF INVERT OF SPUR.

COUNTY OF KAUAI COUNTY OF MAUl

COUNTY OF HAWAII JUNCTION STRUCTURE B

SCALE: 1/4'' • 1'-0'' SEPTEMBER 1984


~

SECTION G-G

STATION 'OINT

PLAN

SECT I ON N'-N"-N"' PROJECTED ON M-M·N

NOTES

TABLE OF VALUES ,OA , AND T _DZ_ F

IZ_ 4 ~ 41<J II 4VZ :r e

3" 6 (4"" 36" llfZ" '59~ T 4Z" 7V'Z" g· _"/S/4" .... !51" 81~·

__54" 9"

l57~ ~·~ 80' 9112." 53" I

ra· liM· .... IZ liZ" eo· 13114" ••. 14"

1. VALUES FOR A, B, C, D1. D2. E. L, ELEV. RAND 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 ENGtNEER.

3. CONCRETE SHALL BE CLASS A. 4. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE. 5. REINFORCING STEEL SHALL BE ROUND, DEFORMED. STRAIGHT BARS, 1%" CLEAR FROM FACE OF

CONCRETE UNLESS OTHERWISE SHOWN. TIE BARS SHALL BE 3/8" Gi 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. ELEVATIONS 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 DESIGNATED ON THE IMPROVEMENT PLAN AS RIGHT OR LEFT, FACING IN THE DIRECTION OF STATIONING.


JUNCTION STRUCTURE ·~



COUNTY OF HAWAII

T

... SECTION G-G

TABLE Of

VALUES fORT

PLAN

i ... ~.7 .. ·.....:: _:_ ~ .L:.,.;-l J

. 2-H BARS 1•a-4•o.c. ~

12-G BARS' .~-4·o.C.

SECTION N·M·P'-0 PROJECTED ON P-P~O

NOTES

a 12" 1!1" II" 21' a~ 27" !0" Sl" !6 u 4Z" 41" 41 61" !§4" 67. 60"

.63. 66. -~~ T2"

1. VALUES FOR A, B, L, L1. ELEVATION RAND ELEVATIONS ARE SHOWN ON IMPROVEMENT PLAN. TABLE OF VALUES FORT SHOWN ON THIS PLAN.

2. STATIONS 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%" 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 HAWAII .JUNCTION STRUCTURED


STANDARD DETAILS

T 4.

41 ~ .. 4 ~· • 51 ~ .. IHr .. &V4" 6111.' T"

TIJI" Tl/4• a·

81/2 •• ~~ e1n: 10"

101/4" 101/4.

II"

D-43

.' i

'· . I '

I

"c" BARI-2 ABOVE AND 2 BELOW OP!NINI

D-44

MIN.

STANDARD DETAILS

a • N--8

•c• BARS-2 ABOVE AND 2 BELOW OPENING

1114 Q 12• _ __,.Q-:•.-..r-~------~------~ IIINIIIIUII OF 4-•4 TIES ABOVE MD

4J'4 TIES BELOW CPENIN8 AND ON SIDES. MAXIMUM IPACIMI 11:

~ •a• BARS·Z ABOVE ANl Z IELlW

OPENING

MONOLITHIC CATCH BASIN CONNECTION FOR PIPES 12 .. TO 72 ..


SECTION A-A

D

IZ •

15.

I I •

2 ••

z•• zT•

:so•

a a•

a e• a• • 4z•

••• ••• I a•

14.

5., .. 60 ..

.... ....

T

4-llz•

4•1/Z •

a•

e·l/z •

•• a·11z• .,.

.,. 7•1/z•

,. ,. •• • • •• ••

10 ..

10.

II " .. . I 1,.

• CD

•


COUNTY OF HAWAII

-s

,,

D L T

12· 1.0' 4"

18. 1.0' fj

24" 1.0' 6.

,,. 1.&' ,. 48. 1.5' 10.

54" 1.6' 10•

60. 1.75' ... e6• 1.75' II.

72. z.o' 12•


COUNTY OF HAWAII

• &> .

T

... 3 - •4 EACH FACE

. . .. ,.

SECTION A-A

NOTES I. WHERE PIPES OF DIFFERENT DIAMETERS ARE .IOINEO WITH

A CONCRETE COLLAR, L AND T SHALL. BE THOSE OF THE LARGER PIPE D•Dt OR Dz WHICHEVER IS GREATER.

2. FOR PIPES SIZE NOT LISTED USE NEXT LARGER SIZE. 3. OMIT REINfORCING ON PIPES 24• AND LESS IN DIAMETER

ANO ON ALL PIPES WHERE AN8LE A 15 LESS THAN to•. 4. JOIN PIPES AT INVERTS. 5. REINFORCEMENT SHALL IE PLACED tiJz• CLEAR FROM

OUTSIDE DIAMETER OF PIPE.

CONCRETE COLLAR DETAILS STANDARD DETAILS D-45


Ill m ~ m ~ ID m :D ... I ,.

z 0 -4 -4 0

0 ~ m

en c-4 ml> -tZ )>C ;::)> en ::a

c

en -z C') ,... m ca Q

>< n c ,... < m :a -4 en

n an" caa zcc -tzZ <-1 .... a<< 'Tiaa x'TI'TI )oil:~ =e>> ,.cc __ ,. - -

NDfL

FDt N••• of ,..,,., ,., tlton Milt

shewn '" lobi•, "" ~·' ,.,,., ,,., ,.,,,, ••••. .,,, #,,..,,,. tPHI fllnfOfCinf IIIII, (lilt/ lrttlll ltfCI II tit 1 ~/tolrfll Itt INir ,_,,,,.,, ,.,., ol Jptleltl tlfld ftlllltlit,..

lfi,Qr1tN Pll•'"f Itt/liCit ltu ct~lrltiJ •' f'tldl _,,.,,_,.,,. Pflr"'f ,, lllld

SINGLE

~ ~.· ~L-===-tr

·$JHICI"f 11t , • .,.-t {){TAIL •A•

BOX CULVERTS

z 0 -4 -4 0 Ill n )> r m

Ill m

~ m 5: Ill m :u

li.

nnn o0

o C:c:c: Z 2 z ............ -<-<-< ~0~ %.,:;~~~: )>!C)> C)>C: );c:,. ---

a 0 c lCD ,... m • lCD 0 >< n c ,... < m ::%J -f (I)

(I) c_. ml> -f2 )>C ;=)> cn:::~J

c

0

!:i

PAN 10 12' HEIGHT S 6 7 I~ ;J~ 6'- r--p· ... j' - -gr- ~;;;,- -----,....

rr••r•a.u•,.c~•-~'•.£.1~ c • • ~~·~~ £. • ~ • • ~A • ~ A•• ~If... A • e 11 A • e 11 ' .iAi'rt&fitt~ ;ji'-= ·j',) lillr• II l 'il 1~.11 'J l1i It Ntl ~,;. "4· hri •,q liiJil 7 i4 'ii Ji I i4 R J. ~~~ -~- ~1"!1'"-1"' ·~rn~I'P!I ;;I~IHf• liJrtl • • ::,tli'J. . - ,. - . :~

A ~ii ! •I ~~ ~Ji 11 "t.l ~} •• 11 ~ [L ~,I., I ~ I ; ' ;} ', ~·: ~~ il. ~- ': It- , '" ; -, ~ il , 1£ !!. Jl ~~ ,f,[!;!l• I~L• ll•·rlf'J•I.t. •f ro j_·i!1Jr~i"fil•••s••'• ~~_:-:_:_Jfilll>lii iiill 11 iDJii£c!!i,- •t ··.:,-:.~· ,~1,~iJ.~I,~flJ lll!if"

I ~~!:-::-:f.~ '~ 1 Tr ~ ~~ '·I~ iii :A h~ ~ 1:! ~~- ~ . ( J,1J ~1,t! : ft ~ J.~{..jJ 'l f! • 'I J 1 ~ 1 ~ '' ~- :s -l· ~!Jr.o.:IHDi i'-iliNii ~.WJ, w~:~~~~! • · • · ;,;~r.:o;~. · ~·

I • ~ .. ;;-y. 14, ~ ,f,lf, 1.!. ,.,.;! ~~ ~ ~lU f, ill };It t J kf. J fl ·f; !.If~ A.l! 1 f; • : r . _ ~- ·--··· 1!!1 --IY, I"' ·· ,..., '"· ·- 1~6'. ~~- ,._ !H ;, 1!!1:;1 ~ ~ ~.; fr• ,;.1)' rlo • - !

fl@lli!f' ... fFe iiif

-T- - .rn-- ·11r. · lll!iE---u· m· r~-~ ---·~ !-- -!!1'-1!!! .::J.¥

-"Hi .•. ·---ma:Mr --~ --!~-::&: rJ/:.

rJrt-~n-rT -r·

,., ~~~~"~" ., , ..... ,.,._ .,..,.,., ,,,,.,.,,,.,,, ,,.. .,_,,, , .. ,. HIIIIOtlel llfl«.,l

.,,,""'*""/II",.,_,,,,,, ·c·,.,, --

-~-·-1/X! --·-

S1b-:: 1111 -·iiv · -·

" ,,_ ~--- ,..,., --·,., r I Cll,.,.,,, .,,, ... ,..,, I 'C c ~A,.,,,. liN#

.,r:-r-:r.-;-~~~.-----n. . r t:;t:l I ..: : ·- s,.c,,, ...... ~- .,.,

~l· ~~ IJ~ I H -.,,. 1 ~, .... ,,.,.,,

"'"''-------'L._H- 1.' t:.- _'jL ~

T'rPICAL SECTION /Sitt."'f ,,,.,.,t.,..,.l 101 lilt/.,,., ••111 ,-.,.~ tltltr I

.,,,.,c..,.,.,,., ,., .... 1/.~··

DOUBLE 80)( CULVERTS

L-----1----------------------------------... ·-

----- - .... ---,

0

& en

c-t ml> -tZ )>C ;::)>

'f'

(II

cn::O c

m ~ m ~ ~ ... -. m ~

ll -~,-= iD -f =;;,;o -:-. : :a

z 0 .... .... 0 (II n J> r m

.,. rm liD 0 )(

n c ... < m :a ... "'

Snn coo zcc -tzZ

~~~ .,oo :"""" .~~ ... ,... j;cC =-~

,., ,,.,,, ., , ... ,., .• , . ..,. ""' ,.,,., , .. ,. -·-,..,.,,.,_ .;&·•,..,.,,, ...

___ _,_""" _,_, __ .,.,, __ ., ..... ) "li ~·

J ~~-,_, ...z·· ..!~~~~~:;.!~~~.,., .. _._.

,..,., "" ,.,.,. ""'-.. TYPICAL SECTION

TRIPLE BOX CULVERTS

_.4 CONT. PI\RALLEL TO TOP

C. DITCH l. STORM DRA .. --+--+---, -'---+-- ----'C: TRANSITI0~;;..7__._ __ --- +--+-..1--+

12. " PLACE z CUBIC FEET PERVIOUTS)'. MATrRIAL IN BURLAP SACK SECURELY TIED.

SECTION A-A

TRANSITION TO RECTANGULAR STORM DRAIN *4 CONT. PARALLEL TO TOP--~ r-f LINED DITCH I .. REINFORCING

•a• BARS

PROFILE

H

OYER 4'· &"

OVER t'-1•

TRANSITION REINfORCEMENT

•4 'i) 12• BOTH WAYS CENTERED

" A" BARS •& 0 24 • " I • BARS •s Q 24 "

• A • BARS •e t;J I 2 • •a • BARS •s f;) .12 •

• BARS-

•A• BARS

SECTION 8-B

H.W. REINFORCEMENT

NOTES 1. 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

RECTANGUL.AR STORM DRAIN THE LONGITUDINAL REINFORCINQ STEEL OF THE S":':lRU DRAIN IIAY BE EXTENDED 2' INTO THE TRANSITION SlUCTURE.


COUNTY OF HAWAII RECTANGULAR TRANSITION

SCALE: 1/4'' • 1'-0" SEPTEMBER 1984


L

PLAN TRANSITION TO CIRCULAR STORM DRAIN

IIUCI Z CU81C PIIT NIMOUI IIATDIAL 1• ...._. IACIC IICUIIILY TIID.

SECTION A-A

•4 CO~. MULLIL TO TOP·---~ ~D -.n GilLY TO

LINED DITCH r•.-o~~e•• IIOD HIADWALL

IPII•e Ll.ll IIODNUDW...,_

D-50

,_ OP a.ON OP 1101 WALL

PROFILE

I I I

• • -.. I I •

L:J -~--- -fi~;.-;;; WAft

ALTIIINATI POll eo:J .A ..... 011 HIATIII

SECTION B-B

NOTE

SEE RECTANGULAR TRANSITION FOR c··~aAL NOTES a STEEL TAILE

STANDARD DETAILS

CIRCULAR TRANSITION



· COUNTY OF HAWAII

+4 HOOPS Ci) 12"

LENGTH OF CULVERT

PARTIAL SECTION PARTIAL PLAN -SKEWED

PARAPET DETAILS FOR SINGLE SPAN CULVERTS

LENGTH OF CULVERT

s

-1-INTE~RIOR WALL (TREAT EXTERIOR 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.

~ 00

TO N

E

15° 3' •4 4' ... 5' "5 6' "6 a· •a 10' •9 12' •lo

COUNTY OF KAUAI

16° 31°

TO TO

300 45° .... .5 •5 •6 .6 .7

"a •a •g ag

•lo ••o "10 ••o

PARAPET DETAILS FOR BOX CULVERTS



CASE- I

REINFORCED CONCRETE BEAM

CASE- 2 CONCRETE SUPPORT WALL

... ,...,.. l.f··IIIALL II Ill OUT• , •• DIAMITD •• 11'111'1

MIIIIMUII tMC ... 01' 1a•a tiiALL II 4•

T•IIICII •"" lA. IIIII WIOTII ., IIAM Sill LIM TN

4'-fl'~··· •• ,, .. ., ..•. 4'·-·· •• ., •• t , .. t'· o• t·ell• 1/4. ··-·· ··-·· 10•!11. 1/4. ··-·· ., .• o• •• Tit•• 10- 0 a·- o· ••• .,,. II • 0

I. WIDTII OP IIAMI IIIALL II IIOMI~ ~IJ.MITIII

OP "'" II'LUt l •. I. LIIIITM OP IIAMI IMALL H TMI WIDTM OP

T"IIICII II'LUt l'•o•. I. .IIIIPOaCtlll tTIIL IMALL II PLACID 1•111•

CLIA. ...... TMI IIDI MD IOTTOM OP IUMI. 4. II' IIAMt a•a "•ICAtT, at• AT IIIII 01' IIMI

tMALL. II IIDOID Ill CLAII •o• COIIC.ITI. I. CLA .. •1• MO.TAII IIIALL II ~ACID IITWII. ~ 01' IIMI &liD IOTTOM 01' "111'1 TO ltVI ........

CASE- 3 CAST IRON PIPE

0

TYPE"A" TYPE"&"

I. SUPPOIITIIII WALL IIIALL IIAVI A 1'1- IPIII- 011 TMI IU .. UDI MD AIAIIIIT Till 11011 01' TMI DC&1MTIOII,

l. WALL IIIALL II AT LUIT l • IIICIIII 1'•11 AIIO CLIA. 01' MY IAI o• WATIII 011 OTMI• COli• DUIT - DUCT.

1. IITIIP T'9PI • A • H TYII'I • 1• C ... l IICTIOII 11AY II UIIO AT Till COifT•acT.... OPTIOII.

._ WIIDIV.. 10 Dt.ICTID 1Y Till .......... Till C..TUCTO. tii&LL ll'llaa Till WALL WITM IUIT• AILI WIIIIMI TO NIVI•T UIII8UAL II'•IIIUIII •IIULT- ,... I'LOOO- Till IACICPILL.. Till YOLUMI OP Till "•••aD 0"..... IIIALL. 1101' U• CUD lA Till VOLUMI OP Till IU"NIITIIII WAL.~.

PIPE

0 L CLAU 1000 •D .... 111-0•CID COIICiliTI II'IH

01' TMI IAMI DIMITP AI I TOIIM" MAT ll UIID ,.. ITO- ••••• OIILY WMI.I WIDTII 6f TIIIIICII It t'•o• o• LIU.

I. IU.llll 01' Till "" 11101 MD .aDIIIT CLOIUitl IIIALL II Till IAMI AI POit CAll I.

METHODS OF SUPPORTING STORM DRAIN AND

D-52

SEWER

STANDARD DETAILS

PI PES ACROSS TRENCHES

SUPPORT FOR DRAIN AND SEWER PIPES ACROSS TRENCHES



COUNTY OF HAWAII

STANDARD DETAILS for Public Works Construction September 1984

Sevvers PART

I

I

I

! I I ! . l

I i

' I

A.C. pavement

Bose course

Limit of

~ ~

1/2 trench width V2 trench width ~

NOTE= Poymenr width of cradle

shall be payment trench width.

PIPE SIZE PAYMENT TRENCH CRUSHED ROCK CRADLE WIDTH uy" Min. CY/LF

6" 2 4" 4" .042 a" 24

11 4" .045 10" 2 4" 4" .047 12" 3 o" 5" .073 15" 3 a" 6" .I I 4 18" 41" 6" .I 30 21" 4 5" 7" .I 63 ..

24" so" a" .204 27" 5 3" 9" .2 3 8 30" 57" 10" .2 80 36" 6 9" II" .3 90 42" 7 6" 12" .45 7 4a" 84" 12" .5 46 54" 9 , .. 12" .615

ROCK CRADLE FOR SEWER PIPE

COUNTY OF KAUAI CITY & COUNTY OF HONOLULU ROCK CRADLE FOR SEWER PIPE STANDARD

COUNTY OF MAUl DETAILS COUNTY OF HAWAII


l I I

l

S-1

S-2

... Cl)

0 E en ~ c 0 .

N

Cl)

.9-~

STANDARD DETAILS

• N

c c

.&:.

... Cl)

C' .... ..S? Cl)

~

~

V2 trench width l/2trench width

NOTE: Payment width of cradle

shall be payment trench width.

DIMENSIONS OF CONCRETE CRADLE Pipe Size • • a

s· 3. a· 3. 10. 3. 12. 3. 15. 4. 18. 5. 21. 5. 24. s· 27. 7. 30. 7.

CONCRETE CRADLE

FOR VITRIFIED CLAY PIPE

Width 24" 24" 24. 30" 38" 41. 45. 5o• 53" 57.




METHOD OF USING BRICKS UNDER CONCRETE BLOCKS

Nor to Scole

Class C Concrete"'·

Concrete cradle\

4 I i I I ~ I .... • . A • I I .

,... - -1 . • . ~I ·, I I· ----T-...e_, .,....-

·~ . . I. _ _. . . . . I J' I . 4 • . · . 1 4 ·' . . ' '

ELEVATION SHOWING

METHOD OF LAYING PIPE Not to Scole

Contractor shall set Concrete Blacks an undisturbed ground. Where ground is too low, the contractor shall not heap up d1rt under the Concrete Block but use Concrete Bricks to take up the deficiency, scraptng away beneath Concrete Block to g1ve suff1c1ent room for Br1ck.



METHOD OF LAYING PIPE


STANDARD DETAILS S-3

DETAIL OF PRECAST CONCRETE PIPE BLOCK

Not to Scale

DETAIL OF CONCRETE PIPE BLOCK FOR REINF. CRADLE

Not to Sc:alt

CONCRETE BLOCK DIMENSIONS DIM. OF REINF. Pipe Size "A" ·a· ·c .. CONCRETE BLOCK

6" a· 10" 12" 15" Ia" 21" 24" 27" 30"

S-4

,. - 2" 6" I' - 5" 6" I' - 7" 6" ,. - 7" 6" ,. . a· 6" ,. - 9" 6" I' - 10" 6" I' - I I• 6" 2'- o· 6. 2' - 3" 6"

Brick

3" 3" 3" 3" 4" 4" 4" 4" 4" 4"

Pipe Size

a· 10 12"

18"

27 30"

•4 tie bar at each block

bars

"X" ,. - 6"

1 - a" ,. - a· ,. - 10" I' - I " ,. - 10" 2' - o· 2 - 0 2' - 0"

NOTE: Add brick for larger size pipe

ALTERNATE DETAIL OF CONC. PIPE BLCCK FOR REINF. CRADLE

STANDARD DETAILS

Not to Scale

PRE-CAST CONCRETE PIPE BLOCK



COUNTY OF MAUl COUNTY Or HAWAII

*3 hoops, 10" 0. c.' lopoed 15" CT C:!1dS

(or curt- weld)

# 4 long•tuinal • at 12"oc Use

only 4- = 4.. 3"Mn on pipes 8 ~'·~~,..,...,.....------.-~~ and smaller. .(~~/// ... ~ '

-t-4 transverse

NOTE:. Reinforcing bars of laterals shalf be lopped .40 die. to . reinforc•ng bars of mans.

~s------t-7.~~~~~

I DETAIL OF

CONCRETE JACKET FOR PI PES 12" AND SMALLER

Wood piles as specif I SECT ION ''A-~'

Scale: 3/4•: 1 -0

6'- o· Wood piles OS cnarwu:~~n-~

Scale: 112": I'- Q"

• -46 crushed rock

10"·•1 and. 2 rock

sub- bose

DETAIL OF REINFORCED CONCRETE CRADLE ON WOOD PILES

(FOR 6, 8, 10, AND 12 IN. V. C. PIPE) Scale: 1!2' = I'· 0'

DETAIL OF REINFORCED CONCRETE CRADLE WITHOUT PILES SIMILAR EXCEPT FOR WOOD PILES AND PILE CAPS



CONCRETE JACKET,

REINFORCED CONCRETE CRADLE SCALE: AS NOTED SEPTEMBER 1984

STANDARD DETAILS

S-5

S-6

.... 0 >

P/L P/L

Lot-A Lot-B

1---- 6" Lateral --...eo~

Ita Bend

Y Sewer Main

LAYOUT NOTE= Permission is to be secured from property owner before construct ion at property line is started .

Lot-C

3 .... m1n.

lie Bend

•• 4 for Maui only

!......--Property Line r _ Ground

, 12'' Max. •past end t-----2" x 2" Redwood marker or :of pipe 11t2" PVC pipe cut flush

with ground ----++--Excavation line for I I I I I I I I

' I I I I

I \ \

' '

STANDARD DETAILS

lateral installation

"x4" Reducer (Extra heavy C I. Soil Pipe or Rubber Band Seal or equal)

1°/o Min. Slope

6 .. Lateral for house connection

4" Cap ,,. , ,,~ ·joint com poL

6" lie Bend or Vl6 Bend as needed

6" Y- Branch----~ Rotate 45° from '-._," horizontal unless otherwise directed

DETAIL AT PROPERTY LINE AND AT MAIN LINE

LATERALS

SEPTE•-F 4 NOT TO SCALE



Property Line -----1

• Rood ( Right·of·Woy) -~

411 C. I. Long Sweep Bend

611 II x 4 Reducer

1811 Min.

2411

Max.

Private Property

12"x 1211X 411

Concrete Block

ADVANCE RISER CONNECTION

Not to Scale

CITY & COUNTY OF HONOLULU ADVANCE RISER CONNECTION


STANDARD DETAILS

S-7

', \ ::e '·

ToP. soi I ln lawn areas (See Specs.)

Stone or broken pavement in street areas

(See Specs.) ..;..__------1- i

-;,t---------------1~ --11--------~- l

S-8 STANDARD DETAILS

~ ' ··' ! .:: ~ ~

"':"

,. .. ~; .. r-

"' .;, '/ ,. /.• ,.

NOT TO SCALE

METHOD OF BACKFILL

li ~ •• ~

'

·' . '• ~ ·~

·i;-~


Suit able excavated materials

(See Specs.}

Select material hand shoveled into trench

(See 3pecs.)



1

-~ c: IU E, ~I CL~

I I

- ----------------------------------------------------

t. of Chimney 10' - o· I 10'- o·

Grode

No machine backfilling between these points. Backfill to· be brought up evenly on each side of chimney by hand shoveling.

~---------Cop--------~

a· x s" x s· Double y (See note)

Closs B Concrete

a· Pipe

*4 Vertical 2• min. cover

4'- 7"

A.,!

8

s• Variable s• 0.0 of pipe

B~

' -1 J::..

IU J:

E :;,

.§

N

SECTION 8-8 DETAILS

SECTION A-A OF CHIMNEY

Scale:

·f

Double •y" may be replaced by one or two single wyes with inverts as noted on the plans.

COUNTY OF KAUAI

NOTE: All reinforc1ng rods *4 except lateral ties. Laos - 40 diameters.

u ' a

l l I

CITY&COUNTYOFHONOLULU CHIMNEY STAN OAR 0 DETAILS S-9 COUNTY OF MAUl

COUNTY OF HAWAII SCALE: 112'' s 1'-0" SEPTEMBER 1984

Type "SA" Cover Sht. S-31

=Typej "SE" Rungs Sht.• S-45

I I

PLAIN M.H. (BRICK 8 CAST-IN·PLACEl

SHTS. 5·26, S- 27

Precast Wall to Srickwall Adopter Ring - .Sht S-23

I

Precast Grade Ring - Sht. S· 2 I

,.....-- 36" Precast Cone - Sht. s- 2J

PLAIN M.H. (PRECAST) SH1 S-13

SHALLOW DROP M.H. SHTS. S-15, S-28

r Precast Eccentrrc / Cone- Sht. S-22

~---i'l-' ___. ........ _

......__...~-Chimney

I

DROP M.H. SHTS. S-17, S-18,

s-29. s- 30


Frome 8 Cover Sht S-41

22" Precast Cone

Type C Pressure M.H. Frome S Cover

Type "so·· Frome

Sht. s-::~

Precast Wall Boll Jo1nt Sht. S-24

Type ··s C" Rung S- 43

T S-44 Modified "SB" (Press

· Frome 8 over s-36

SCALE : V4"=1'-0"

· PLAI"-1 MH. 36" TO 4S'' OIA. PI PE,S

SHTS. S-19, S-20

COUNTY OF KAl!P I

INDEX TO SEWER MANHOLE DETAILS CITY & COUNTY OF He·,:; LULU COUNTY OF MA.;{

COUNTY OF HAWAII SCALE: 1/4"' • 1'-0" SEPTEMBER 1984

------~~-----------~

BASES

1.

WALLS

MANHOLE NOTES

When precast concrete bases are used, a leveling concrete grout of 2" minimum thickness shall be placed.

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.

RUNGS

1.

2 .

Generally type "SA" is used. Type "SO" frame is used in sidewalk or slab areas. Types "SB" and "SC" shall be used only when indicated.

Rungs shall be placed in all manholes unless otherwise indicated.

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 Ill

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.



MANHOLE NOTES

SEPTEMBER 1984

STANDARD DETAILS S-11 I

DROP CONNECTIONS

l. 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

6" 8"

10" 12"

Rise Per Foot

1/8" 3/32" 1/16" 1/16"

TRANSITION RING

l. A transition ring shall be used whenever a brick wall or cone is placed above a precast concrete wall.

REINFORCING STEEL

S-12

1. All reinforcing bars interfering with pipes shall be bent to clear them.

STANDARD DETAILS

MANHOLE NOTES

SEPTEMBER 1984



Type SA

Pre- Cost manhole riser

NOTE: 1. See sheet S-14 for

section A- A.



:rype SA manhole frame and cower

PLAIN MANHOLE PRE - CAST CONCRETE

Seale: 1/r.• = 1' • 0"

PRE-CAST CONCRETE PLAIN MANHOLE


c: 0 • ::o u CJ I

en-"' ~

0 u

0 0 rt)

=~ ·- C' ,_ ·-0 CJ >J:.

E ::l E )(

0 :E


E ::1 E :s :1 • 0 -I

6• Min. Mortar around baH

SECTION A-A Scale: liZ." : I'- o•

4' o·

-Bose may be circular or rectangular

HeiQht of bose • a •

Pipe wall plus 10•

• 0

and heiQht of bottom • riser section to be

rt:-::-:tt::;:::=:::;~~~~:-.;,.~~~ -t---:-4--_.odjusted as required

S-14

• 5 bars 12• o. c./ bothways ../

ALTERNATE BASE PRE- CAST CONCRETE M. H.

STANDARD DETAILS

PRE·CAST CONCRETE PLAIN MANHOLE·

SECTION AND AL TEA NATE BASE SEPTEMBER 1984 SCALE: 1/2" • 1'-0"



0 0 ,

c: .2 -u = •o VJ.

!it'> 0

(,) SE rungs

4 1 ·0"

Type SA manhole frame and cover

See Butt (See Sheet S-I 6)

• 0

COUNTY OF KAUAI

0~ - . c: .. _g 3 - cr u • : ..

• • 0 :.c~ - . --0 ! --'i1 !.!

Joint Detail

a• Plus

Pipe Oia.

SHALLOW DROP MANHOLE FOR DROP UNDER 5.0 FEET

PRE - CAST CONCRETE Scale: 1/z• = I'- o•


COUNTY Of HAWAII

PRE-CAST CONCRETE

SHALLOW DROP MANHOLE STANDARD

DETAILS SCALE: 112" • 1'-0" SEPTEMBER 1984

S-15

i

I

I l

I j

l l I I

S-16

C. I. or V C. pipe\

\

)

4" 4 11

1(1

Sohdly rammed caulk1ng yarn

I

L \

3"Minimum of Atlas · ·- 1 !/W' Minimum JC. • 60 101nt compound --~~ "Sect•on of c. 1. or V. C. pipe or approved equol ,------

STANDARD DETAILS

\

L

CAULKED JOINT

... . ·.: ....

•

____--:?Stainless Steel -~-

1/ Compression Bond

-

I

I

\

'--Rubber Sleeve

RUBBER COM PRESSION JOINT

BUTT JOINT DETAILS Scale: I " = 1' - 0"

PRE-CAST CONCRETE SHALLOW DROP

MANHOLE· BUTT JOINT DETAILS



SEPTEMB',..;."' ...;'88;;..4;;__ _____ _;;.;sc;;.,A;.;;;.L;,;.E:...;.1'-' •...;1...;'-..;.0"..._ ________ _,

*4 Hoops IS"o. c.--~

a· pipe to be centered over drop pipe

~--

Diameter of drop pipe shall be the some as 1nfluent pipe----

NOTE: See sheet No. S ·IS for sections.



~:J I . l.o ! . & '

i ' .I . I . ! io0--+----4_'_-_.:0::_'_' ___ pj:' . 5. i

~:=.~II

~.::=o I • ' I I .. ~I - : .. , 0 ' :.:.' j rt') i

. I I ' .1"") .• , tn !c:, t :·. _cu

~·=1--L. i·· I ~·:::: . ~ ~' I Type SE rungs,-u-~+'1 P/ ., ,.tn I : I • ! )(

1 \ ~-:-. 11 ~ :i4 hoops IS"o.c. ~}

---+--.....

DROP MANHOLE FOR DROPS OVER 5.0 FEET

PRE- CAST CONCRETE

PRE-CAST CONCRETE DROP MANHOLE

SCALE: 1/2'' • 1'-0'' SEPTEMBER 1984


I" ~,

a· pipe to be centered owr drop pipe

SECTION A- A

6" 0 0 of IO'Mjn. drop t:--~

I I pipe r-_~_-t----+--+-~------..-

S-18

1

e ~ ·;::

i I(~ ~

I

in

L ,ll~ 5 -rrr ~imum J

SECTION B-B

STANDARD DETAILS

Scale: 1/t" • I'- o·

PRE-CAST CONCRETE

DROP MANHOLE· SECTIONS

SECTION C- C Scate: ,,r· • ,. -o•

• 0

-,.,

0 ·I --• 0 .E

:E

SECTION D - D Seal!: 112" • 1' • o•




- --~------------ -~--- ---~-----

*5 at 1211 o.c.

2- *4 at Each Corner--"""""--

NOTE: See sheet No. s- 20 tor section.

I. 12" I

4'-o"

SECTION Scgtt:: 1/2

PLAN

3-.#4 bars

#5- 3'-o" bars added

=-5 at 911 o.c.

* 5 at 12" bath ways

u a. n: u

_.z..P.....;;;L~A...,.I .... N.....,..M...,A .... N.-.H .... o.-oiLIIioiE~F ...... o....,R ........ R...,..Iooii";ic ...... P .... I P .... E (PRE·CAST cONe.> - 21"To 4e"



PRE·CAST CONCRETE PLAIN MANHOLE FOR 27" TO 48" R.C. PIPE


STANDARD 0 ETAILS S-19

I I

g ~ u • en ... c:· ON UN

u a::

Ty,. SB M.H.

Mortarl Fr.,.. c.td Cover

•

~

7/8"

. ·. . . .. .. • . :. ~ ..

• . '

SECTION B-B 1: .. • ..

Scgll: 1 z = t -o

Port•on below this line shall be measured and paid for as manhole base

for R. C. Pipe

May be omitted when approved resilient manhole

1 connectors ore used.

• 5 ot 12• both ways

PLAIN MANHOLE FOR R.C. PIPE (PRE · CAST CONCRETE)

27" TO 48" OIA. INCLUSIVE

I ,f-----r-------,--------------,-------~


PRE·CAST CONCRETE PLAIN MANHOLE

FOR 27"TO 48" R.C. PIPE -SECTION

SEPTEMBER 1984 SCAL.E: 112" • 1'-0"



2'-0"

48" Dio.

3611 CO~E

SCALE: 1/2" : ,._ o"

5"

I 48" ~ Dio.

:J·. ·f 0 ·' . ,.., j: -U) ,..,

~ t· : . N L() .... o:t" 0 - . l--(I) . '

o:t" :j

BISEB SCALE: 1!2

II

11

- o• :

5" I·

48n

~ Dio. I

~~1 RISER

SCALE: 112 " I'- On =

COUNTY OF KAUAI

-1 5" r I

l •t .·.

.: ~. . ~-:y . · . ..

... ·

··l

I 5n r-

m

33"

48" Dio.

22" CONE SCALE: 1/2

11 = 1'- On

GRADE RING SCALE= 3"= 1'-0"

SECTION A5 IL.F

J8" ~9" 4 x 4 Riser 0.15 48" x 45" Riser 0 15 48" x 36" Riser 0.15 48" x '3d' Riser 0.15 48" x 24" Riser 0.15 48"x 15" Riser 0.15 48 X 12 Riser 0. 15 48 x 24 x 36" Cone 0.16 48" x '3 3" x 22" Cone 0.16 22" )( 4" Grade Rino 0 12 22" x 2 1/2" Grade Rina 0.12

NOTES

l Pre-cost sections shall conform to ASTM C478

2. Manufacturers may submit to the Engmeer for approval, prior to manufacturing, designs other· than those shown on this sheet.


COUNTY OF HAWAII

PRE·CAST CONCRETE MANHOtE WALL STANDARD 0 ETAILS S-21


S-22

..... · . ·:. ..& •

... -.· .•.. ...

. . . ·: ...•. ..... ~ :- . -.

... ·•. ., .. · .. ~----+---.

. .. . :.·· . . . . .•.

...

:·~":-- :-_.~: .. . . . ·. ·.· ·:

5" .... -:-~: ~.-_. . ·· ..

STANDARD DETAILS

---------

Type SA rung

Type SE rung

4'-o"


· .. ·.· . . . . . .. · · . .. '.

5" . · ... . · :it:

f ~ 0 -tJ

CD cu

(./)

N u .... -c: cu tJ tJ

w

·•· ·. · See sheet S- 21

S II I H

cole: I = 1 -0

PRE-CAST CONCRETE ECCENTRIC MANHOLE CONE

SEPTEMBER 1884 SCALE: 1" • 1'-0"'

and S-24 for pre-cost manhole riser detail


COUNTY OF HAWAII



4'-o"

PLAN

to fit

SECTION

3 II I II Sea I e: Y4 = I - 0

PRE·CAST CONCRETE MANHOLE WALL TO BRICK WALL ADAPTER RING

Cont.

~--Reinf. some os MH

STANDARD DETAILS

SCALE:3/•" • 1'-0'' SEPTEMBER 198.

S-23

S-24

5"

; .. · -.<: : •.·. ·.. : ... _L . . . . •. ~. ~ . '- •.: ... :

. . . .. • • • 0 .....

·. . . . . . 5"

I 5" I

CONE SECTION RISER SECTION

5"

. -~-. . .. . . . ·.

5" ,. 1 CONE SECTION RISER SECTION

(Alternate Detail) (Alternate Detail)

STANDARD DETAILS

Scale : 3" : 1'- o•

5"

.. .. . .. : Riser Section --..{ Mortar around base . . .. · .... . . ..

-.... ··•· . . . . :· . . . . . .

Concrete base

RISER AND MANHOLE BASE JOINT SCALE: 1·112". 1'-0"

PRE-CAST CONCRETE MANHOLE WALL JOINTS







Type SA rung

SHOWN WITHOUT GRADE RING Scale: 3"= 1' -o·


Adjustment up to 3" permitted with bricks

SHOWN WITH GRADE RING

PRE - CAST MANHOLE DETAIL AT TOP RUNG

PRE-CAST CONCRETE MANHOLE· DETAIL AT TOP RUNG




I , Type SE rungs

I

Type SA manhole frame and cover.

1• cement plaster

'----i".....--lnterior bogged smooth

(

Max. t-o" May be omit ted when approved resilient manhole connectors ore

t-------,,_~ used.

*5 bars 12. Q c. bothwoys

(MAXIMUM HEIGHT - 10.0 FEET)

PLAIN MANHOLE (BRICK)

BRICK MANHOLE

SEPTEMBER 1984 SCALE: 1/2"- 1'-0"




• 4 Horizontal bars 12·o. c.

Type SA rung

Brick ) • 0

:t 4 'Wrticol bars spoced 118 of circle

-q 0, ,, ~I c:JII -~: ~I

e! ;:,I

: ~ E. Bend bot1om slob bars up-~~ ~! 24~ All rods interfering--L-L~.o~_;.I;~~~~~~~~djt:::: ~ t with pipes shall be bent 1: ----------lL--. to clear them.------

4 4 Horizontal bars 12. 0. c .

.t"4 Vertrcol bars spaced 1/8 of circle

COUNTY OF KAUAI

PLAIN 112" = ,. - o·

PLAIN MANHOLE

rs 12" o. c. bothways

(CAST· IN· PLACE)

4"5 bars 12· o. c. bothwoys

STAN OAR 0 DETAILS S-27 CITY & COUNTY OF HONOLULU


SCALE: 1/2" • 1'-0'' SEPTEMBER 1984

-~ -- --- ---~ -~---

b 0 rt)

_ :t 4 ~rticaf bars ~ spaced •1e of circle Q)

SE rungs

Interior t be bogged or ploste ed smooth~,__,...

,. Cement plaster

~ .t- 4 Horizontal bars e 12·o.c. :J E

• 0

N

:t 5 bars 12· o c. both ways. J.a· pkJs.J Bend up bars at ends. pipe dio.

FOR DROPS UNJER 5.0 FEET (SHALLOW) DROP MANHOLE lCAST-IN-PLACE) • • • Scale: 112 = 1 - o

i·~::>TES:

Manhole wall to be of reinforced concrete to height J' above normal ground water table.

STANDARD D fT AILS

SHALLOW DROP MANHOLE




Standard chm f e ~ Mo f r ,.- ·-Type SA manhole frame and ney ro~ ~iE~' r

0 ~--/l~ •• _....- rr·\~ and cover cover ~ ~ b./.~ .. -. ·;;;.~--~--=:::::!::4~=-~·-~·~~::::....::~::.:.....--,.. i· -~--. ~ -·· - _....--...... ,·cement 4- :1'4 vertical bars-- ..... ~ ' r plaster ~ · '• P- r-ype SA rung

H hoops IS" a c. .-----/ •, ' • '·, ~rick I - 0

a· pipe to be -centered over drop pipe

-~~---~ .. I ] t

-.~ ~ 1 _ .. :. -- (!~pe 5~ rungs ::::::: ~ + '"- I ~ "·:::: >,lnte ior to lpe boooect\ ":'A + A ·:.: ~-:: or postere~ smci>'tf1 ~:::. A ·"'"'-r~~-

• :~--~ ~~- :_ ~ \O'.ie~ I .-.~ ·~ _§__ · r~ l_. · · · ·. :: JO" mn. 1 = ~1··: --•

~

C.......___ · · . , :•· 4' a· • ~-·~ t-4 vertical hoops'\ ~ ~ ':- -~ ~-- l tlfZ.MH Chimney ---~ · ·

'CD...---. .. : .. ,/~!\"-:..:. ·. . ...... ...,. + ·.•. Poyr ent distance- ·I'\

•·u)·t--====t~·..=-l.J._.·· .. ·.· ·"·' ·. '· · • ·., ·~ + ·.t· · ~~•4 vertical T. :· bars spaced

01~~ : --. r--_ ~ 1 v== -~ · ·. ~of circle D ~· ~..._~-r--. ~ 0' .·

. . . : _.-~ ,..-..,r-_ ~-. 1-.. --4. I

- . . ... . . .. . ..... ' .. · .. v- cu 1011 ~c. ...---~; :. ~·4 horiZontal ~-L.__··· . . .· .. ......._ ·• ...... ~#4 hlops r= ,1'-~ I . :. . ·,. ·.•. '-·· ·. :., -+--+--~-+_j: g J .'· !Aj- bars IZ o. c.

Payment

1

: . ·--.~ · : · · · · · · ·.\. · · ,.;. o ). line for drop l ·. -~ ·<: -~-~ :·\ 1

:::-:· ._··: ~ :; R~, gs shall ~~ff:! ,: _ mcri'ole~ : ·---~~ .~ .... :· . ~....,._ .... :+.":' •0 ., a!aoned oppo .-: o

: 1 .. : .•• ~- \ ~.: :·:: _ • _ slfle drop · .. o : 1 " · · • .• • · ~ • .· ~ ~ -= c~nnection. . rtl ;__~~~-=-~·- -~..: ·-~~-.. E ~ Level ·. 1-4 bent bars

C....__ .. ·. .;. :·. ~0 ·: 0

D. ~-• ··•/o-taneter of drop pipe-.... ... · ·: ·. · _ *4 hoops : . shall be the sane as ......__.:,. ·>. r.-_= P:P· u IS" 0 c v · influent pipe ~. ·K. · · -·~ ~ ~ · · , ."

• _§..~ -·~ J ~·.: ---~~ 8 ~ l -~'- -; 8 ==D,~:-~ .. $_~~-~ .. r==~g-~--~,±::====T,T=. 1= 8

-:9

E :I E

: _,. I a/4 eenc1. ""'- ___ .. :r -- - ;:·. -~: o u== ~: •·. : r'. ~ ~ :. . ' ' •

'k_ • r--,_ ~~--t=tf='F, ===j I . < ·: ; ·. -. J~rt l-&::::::::~~·~=i(. I NgTE:

2 m1nimum cover on re1nforcang steel See sheet No.5"" 30 for sect10ns.



.. •. . . :-. ..•. ~ . • •· ... lnt .... , ~ I I ~ .. · ·_T • ·: · •. :. ~ ·, ..... · • ._,_ .. ~.- "-..t5 bars 12"o c

; • . . t . . / bothwoyS i .__.- bend up 2 4 •

(FOR DROPS OVER 5.0 FEET) ate ds n

DROP MANHOLE (CAST -IN- PLACE)

DROP MANHOLE STANDARD S-29 DETAILS

SCALE: 1/2" = 1'-0" SEPTEMBER 1984

s• 0 D. \tJr ies of 8" IO"mn pipe

SECTION A·A Scale: t/2" =I'- o•

-14 Vertical bars spaced &II of circle ....___

_. 4 1-tlrizontol bars ·,

S-30

12. 0. c.

s· o. D. 10· Of drop

pipe

STANDARD DETAILS

SECTION B-B Scale: J/2

1 = I' - o·

DROP MANHOLE DROP MANHOLE· SECTIONS

SECTION C-C Scole: 112 8

: ,. - o·

COUNTY OF KAUAI



COUNTY OF HAWAII

1" .diameter hole 1\ c . '-- ast ~ron

A J

. Approx. weight 158 pounds

PLAN OF MANHOLE COVER s · I o· cole: 1112 .. 1 •

, Z4' ~i~r , -~ 1 1 3:-rat ll/2.:: 1011z'l ·~I ~ , __ ,.,, r1~1-~

COUNTY OF KAUAI

-r;;. t ~ ~ ·~ I ~ ~ l31t2".ll.314" .'$

23vz• -

·sECTION A- A Scale: 1112' = 11

- o· NOTE:

BOTTOM ~I~W QF ~Q~~B Scale: '112· = ,. - o·

This cover is used with the SA or SO frame •

. . , ";iii

~ . ~

SECTION B- B

CITY & COUNTY OF HONOLULU MANHOLECOVER-TVPESA STANDARD S-31 COUNTY OF MAUl DETAILS COUNTY OF HAWAII

SCALE: 1-1/2" • 1'-0" SEPTEMBER 1984

I

I

S-32

8- Ribs spaced eQUOIIy

A A ~ -·-- ~

PLAN OF MANHOLE FRAME

STANDARD DETAILS

---------------------

SECTION A· A Scale: I 111• s 1' • o•

Approx. weight 156 pounds

MANHOLEFRAME-TVPESA

SEPTEMBER 1984 SCALE: 1·1 .. - 1'-0"



I A A -t- -+-H-1'-+++H-ffi++H+H++H-H-- ---++++-H++H+H-H+++++++t-t-+-~

I J ! I

I l !

I

Scale: I VI• • 1'- o•

~~5'Dio.i 32 7/e' Oio.

SECTION A -A Scale: 1112• = 1' • o•

Approx. Weight 260 Pounds

.

COUNTY OF KAUAI CITY & COUNTY OF HONOLULU MANHOLE COVER ·TYPE SB, TOP VIEW STANDARD S-33 COUNTY OF MAUl DETAILS

COUNTY OF HAWAII SCALE: 1·1/2" • 1'-0" SEPTEMBER 1984


32 .,, •• Oia.

BOTTOM VIEW OF COVER Scale; I vz• • 1' • o•

SECTION /J.- -A S I II-· • 1 • • o· cq c: " -

COUNTY OF KAUAI MANHOLE COVER -TYPE SB, BOTTOM VIEW CITV&COUNTYOFHONOLULU


SEPTEMBER 1994 SCALE: 1·112" • 1'-0"

PLAN SPECIAL MANHOLE FRAME



scale: 1112• • 1'-o•

Approx. Weight 480 Pounds

--~1--------~~-----....... ,, ,, "/ It It ....... .

,,. II I 1 I I II II

-=--=--~-'-==- = =-=-----"'=-~ ~ .:.-:..-=----=--=-..:---=--~~-=-=-46 • Oio.

SECTION A·A

MANHOLEFRAME·TYPESB .

SCALE: 1·1/2"" • 1'-0" SEPTEMBER 1984

STANDARD DETAILS

A

S-35

2'-7" dio.

. .. , 1-8

7ta" ¢Hole

SECTION@

Sts' C.l. PRESSURE PLATE COVER

9 lfa"

3'- 10" di.

/"""ochine Finish

.,. -------------.J I

1 1/2~ 2'- 3~4 ..

3'- 10" dia.

*"9*§·&·~ Jl .. I~ 11/2 1..,

I

SECTION@

12-~" ~ Drilled Holes

9 Ita'

Drill and Top for '12" a 13/a" Long Stainless Steel Hea. Head Cop Screws

Type "sa" MH Frame and Cover. Drill 12- ~/4" ~ Holes in Frome

C .I. Plate Rinv ---+------A' Molle pressure tight lliVNeoprene Gasket and Grout.

C.l. PRESSURE PLATE COVER RING


MOD I FlED TYPE SB PRESSURE MANHOLE

FRAME AND COVER SEPTEMBER 1984 SCALE:3.14" • 1'-0'"

COUNTY OF KAUAI CITY&. COUNTY OF HONOLULU


z 0 ~ ~ 0 Ill n )> r m

Ill m ~ m ~ Gl

"' :D ... :g •

n ::::j <

n 12"n C'"'nc c:Ccc: zC:c:z -!Zz-1 <-I-I< c<<c "TJCICI"TI

::z::"'"""~ l>~::Z::)> ~>cc: )>C:zl> --c-- r-

c: rc:

., = m en en c = m

3: )>

z ::z:: Q ,.. m n Q

< rn = -t < ., rn en n

en o-i m> -iZ )>0

;:::> en:ll

0

en I w

-..J

t-Cast lr on

PLAN OF PRESSURE -' .. 27ii

a at 1 t · = 1'- o •

MANHOLE

~ \\--% 1" diam holt

COVER

=..,.I :.J._1 ' I I ' I d I t ~ • -r-AP/ t;J ;c:::;J A ;:::+:;a::::::p P? J? ~>Q ;::::::vc;s J!!ii 0 i!SJOi

I

- .... 1. .., .... ---,, . II

SECTION A-A

1 l. a..- -......· .. ---.... -...,,..,.,..,,_ ........ ...----------··----~-.. --.,,.,~·'4'·''""''•'·'"' · ~.,.,,,.. , ,.._..w,,,...., ..

-~I

@.!£ For Plan of

~ Section E- E ••• Shut Na. s- 39.

7" i. -- . / Madlint

Fm11h

.1~~ . / .. :r rn ··-~·. ~ ... :L

Mochint

•• •e . Xf1u- • Tan : 1 -- i\' f

~--Finlth

....- -s .. Detail 8 Sht. S-30

~ _,.,

!I" 4w

SECTION E-E

NOTEs:

I. Goakets shall bt from it inch thick Crandall No. 19Q6 or Garlock No.l9.

2. The Pressue Plate ana Cap Scretu shall be ttalnleu atul ASTM Oesu~natlon A 240 or A 167, AISI type 318 or 321.

'5. Anchor Bolts shnll be Silicon Bronze ASTM DIIIQnation 8 98-52.

'I All parte nf the manhole frame and cover and the preuure plate thall be cooled •ilh lnertol No. 49.

5 Maximum Allowable Pressure - 25' Head of water

. ........ -·---·-------J.

------ - -- --~-~

BOTTOM VIEW OF PRESSURE MANHOLE COVER

S-38

~&"Holes (Spaced as shown)

Not to Scole

PLAN OF PRESSURE PLATE

STANDARD 0 ETAILS

Not to Scale

PRESSURE MANHOLE COVER· TYPE SC




NOTE:

For details of Section E-E see Sheet No. S- 37

iron

(Spaced as shown)

3'' Tapped for - stainless ~~---- 8

steel cap screw. (Spaced as shown)

HALF PLAN-MANHOLE FRAME

Eye bolt . See Detail "A" below

gasket

Top slaD mannole

...

Z4-z" diam. •-i"thick stainless steel ll

.!."

24''

·SECTION- MANHOLE FRAME a COVER

2- Req'd stainless steel eye bolt

DETAIL "A"

stainless steel ll

Manhole

4 :

' .

DETAIL

Stainless steel Cap Screw See Detail "e" below

N t• I II 2 a 2 a 4 sq. washer welded to bolt

I rt"a 1f lonr11 hex. head . stainless steel

cap screw

H~w~,C..,. stainless steel 1t.

~:lilll~~--aasket

"s"

Boss, drill a top for .!" stainless • steel cap screw

top slab

PRESSURE MANHOLE FRAME a COVER COUNTY OF KAUAI


COUNTY OF HAWAII

PRESSURE MAN H 0 LE FRAME AN 0 COVER -

TYPE SC NOT TO SCALE SEPTEMBER 1984


A

L

NOTE:

S-40

Type SA Cover :s used with this ·frame.

STANDARD DETAILS

Cast Iron

A

_j

PLAN

..

SECTION A-A

TYPE so FRAME Scale: I 112" = I - C'

Approx. weight 156 pounds

MANHOLEFRAME-TVPESD COUNTY OF KAUAI


COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1-112'' • 1'-0"


COUNTY OF MAt:JI COUNTY OF HAWAII

Cost iron 1/e • Roised letters

PLAN

BOTTOM OF COVER

. ·~F- ~i~:g

1: :1 ... 1 ~

ELEVATION

9" Die.

SECTION

• .. ~ CD

DROP MANHOLE CHIMNEY CASTINGS

Scale: 1112" = 1'- 0"

DROP MANHOLE CHIMNEY CASTING

SCALE: 1-1/2" • 1'-0'' SEPTEMBER 1984


~ .

1~11

!J"

~ . . : •• I • I

• .. . . . • . -. J . . . . · :. .. II :-:· • • •.. . • . .. .. - . - , # . '. . ..

0 . .. .. ..

.:.~- 1 d1a. Wrought Iron . . . .. . . • . . • . .. , « 3/4"*stainless J ... . . . - .. . Steel

' .. . . . . . . . . . -.--: . . . ' rod shaped as shown.

~ .. . · ..... : . • . - . - .. • - . - -- . - -~· . .. . - ... .. . -: - ' -!' . . · . . -. - ... . -.. .. . . -·. . . . . . . . . ... I . ·-. • I A. ··- . -· . . .,~: - . .t • ·:• .. .. . ":. · . . . ·• .. - - .. . .. , .. ,

I

* Types 302, 304, or 316

p LAN 4"A" aA. a A -,, rr . 6 ·-- .

: • 71i2" ' .. 311 .. t)4 'rz,• . .

" . • .. . j_ ' " - •

l(\ · . . . ~

~~ 1- ~

I ,. , . I .

• A

I ,.. .. · . : . I 41

r ·v

s E c T 10 N ·~~· I I

Scale: 3"= 1'-:- o"

COUNTY OF KAUAI

S-42 STANDARD MANHOLE RUNG 0 ETAILS- TYPE SA CITY & COUNTY OF HONOLULU

DETAILS COUNTY OF MAUl COUNTY OF HAWAII


:

. 11'12

10"

l__l~--------------~

3/4" Dia. Type 3 02 , 304 or 316 Stainless Steel. Rod Shaped As Shown

PLAN 4''A" AA H -, 'Y'

c -- . I

... - • • 4-3/4" . .

"' . ' . '~C: •

"'\ = .. ~

~ ·~

• . .. ..... ,.. - N -.. .... .,

,.

,. . . - . ,, r

S E C T I 0 N "A 11.•

TYPE SC MANHOLE RUNG DETAILS

(STAINLESS STEEL)



Scale: 3"=t'-o"

MANHOLE RUNG DETAILS-TYPE SC

SCALE: 3" • 1' 0" SEPTEMBER 1984

STANDARD DETAILS S-43.

/ 'I• • Rod welded to

St 'cs 3!4' threaded insert

31."' dio. Hex head S. S. bolt 6" long

• ~ .. N

FOR FLAT SURFACES

4 ., ••

S.S. RunCJ _/

PLAN

... N

l---2"• 2"x ''"• S.S. Plate ..._u----s.s. Bolt

FOR ROUNO MANHOLES

Pipe sleeve

4" Square welding strip fused to wall lining

Gos-tiQtlt seal between plate a weldinQ strip (Adhes•ve bond l

FRONT ELEVATION

Orill 3/•.dia. hole through plastic lining and push bolt through for tiQht fit. ---+---...

'I•" Rod welded to insert----\

St 'd. 3/4 .. threaded insert--~---'

/

Welding strip

2" 2"x2"x 1/4"

t---=---ll ~s.s. Plate

rs.s. Pipe aleeve

Plastic with ----locking anchor

SIDE ELEVATION

14

for seal

TYPE SO MANHOLE

S. S. Bolt

NOTES1

Rung

RUNG

t. AU items exclusive of insert to bl stainless steel Trpe 316,304 or equal.

2. Welding of plate a bar to fabricate rung shall result in joints with equal strength a corrosion resistance as the S. S. materials being welded.

3. Grind al sharp edges.

DETAILS COUNTY OF KAUAI


MANHOLE RUNG DETAILS· TYPE SD CITY & COUNTY OF HONOLULU COUNTY OF MAUl

COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 3" • 1'-0"

- ------------------------

c~ 12 ..

1011

11" I

I I I 1

:o:o:o:o!~o:o!o~o:o:o:o:o:o:o:o:o:o:o: ! I I I A ! {Tread to be scored

I I I I

~ I I I I I I in 1/4 .. squares I I I I J l SECTION A-A

= ~~ •, en 1--

• ;l r--

1 .....__

SECTION

c~ PLAN

4"

c-c

8 !"'-

.t_

1--....._

Corners of tread to be rounded

B

..!

SECTION 8- B

. .. . . . . . •

. , .. I •

.. · ... . . . • o o I I I

" • • t • • .

Face of wall

4 '1211

Corners of tread to be rounded

METHOD OF INSTALLATION

TYPE SE MANHOLE RUNGS CAST IRON OR DUCTILE IRON



Scale: 311 = 1'-o"

MANHOLE RUNG DETAILS -TYPE SE

SCALE: 3" = 1'-0" SEPTEMBER 1984

STANDARD DETAILS

PIUCJ weld

1/4" Rod welded ---........._ .to inurt --.___

Std. 3/4" threaded insert

-. . .

.. . . 3/4 "X 2 1/2

11 S.S. bolt

with washer

FOR FLAT SURFACES FOR ROUND MANHOLES PLAN

WeldinCJ strip fused to wall linino

I lA" 2 V4'' I lA"

I 11" ~-·---------~~.--~--~~~----'

FRONT ELEVATION 4" 41/2"

1/4" Rod welded · to insert

...

- . . St& 3/4 11 threodld J·. · .· "' ·.,

insert ' ":

Plastic with --lockinc;a anchor •I

SIDE ELEVATION

N

NOTES:

I. All items exclusive of insert to be stainless steel Type 316, 304 or equal.

2. WeldinCJ of plate and bar to fabricate ~no shall result in joints with equal lfrenQth and corrosion resistance as the s.s. materials bein; welded.

TYPE SF MANHOLE RUNG DETAILS


II I II Scale: 3 = I - 0

MANHOLE RUNG DETAILS ·TYPE SF COUNTY OF KAUAI


COUNTY OF HAWAII SEPTEMBER 19;.;;.B4 ________ sc_A.....;L_E·_. 3_ .. _._,·_-cr_·..__--------~

..J = ... " u c •

0

!: a a ... •

FINISHED GRADE

/11~/11~ --------TRENCH WIDTH

EARLY STRENGTH CONCRETE IF PLACED PRIOR TO PIPE INSTALLATION

CLASS A BEDDING NOT TO SCALE

CLASS B BEDDING NOT TO S~ALE

COUNTY OF KAUAI

II: ... > 8

SPRI~G LINE

4• MIN.

a: ... ~ u

Bc/:S 4" MIN.

_. ..J ... " u c •

., z i5 Q ... •

FINISHED GRADE

TRENCH WIDTH

CLASS C BEDDING NOT TO SCALE

BEDDING REQUIREMENTS ( 6" to 12" I. D. PIPES)

DEPTH OF COVER, c BEDDING IN FEET

c !: 4 A

4 < c < 17 B

17 < c ~ 30 c

LINE

CLASS

c > 30 Special Desiqn


COUNTY OF HAWAII

PVC PIPE· BEDDING REQUIREMENTS STANDARD DETAILS S-47


. . . . . . . . . . • .

• " . . GASKET . ·.

S.M.H. 3~ COUPLING • . . . ..::.. -------------------

TAPER AT PIPE SPIGOT

------+--·---<t_ PVC PIPE

FILL WJTH----...~..1-!::: ----------------NEAT CEMENT ; .... _.····.: ·. · -~· · · .·:·:·:·:.:"·:·.:,.:,:~~ GROUT

S.M.H. INSIDE -WALL

. . . .

• .. • .

.. .

--~---·------~n-~---·----------~---

S-48 STANDARD

DETAILS

SECTION THRU MANHOLE WALL

PVC PIPE· RESILIENT

MANHOLE CONNECTION SEPTEMBER 1984 NOT TO SCALE

COUNTY OF KAUAI CITY a COUNTY OF HONOLULU



Sewage Pump Stations

& lreatment Plants PART

z 0 -i -i 0 en n )> rm

en m ~ m ~ Ill m :JI ... I ..

n =t -< ROn no oc: c:z z-f -t-< -<o O'Tl 'T!~

::z::> oc: z> or-c: .... c:

lCD )> n ,.; 'TI rc :e .., = m < m z -t m =

en c-t ml> -tz )>C

;=l> cn:C

c

"1J I ~

t•·: .. :·.~· ·I'. +·. rff-i:1.::=:ft/ /. ' .

lr-··ii<' •• ·. . .....

: :.~·.' . : ~;.

Cone. block

_ .... ,....,... .... ·- ... Dielectric Union

ReQulator here if required.

Install Union here if not flanQtd.

NOTE:

Backflow preventor, (Same alze as pipeline) complete with gate valve and fittings.

,_ ~~~ i:~ o n ~ ~ 0 3 n • - ~ c Q. • • ., Q.

Details moy vary with the model selected.

Cone. block

Place felt or roofinQ paper between pipe and

·oJ :·~·. :':~·:·

I en

I+

BACK FLOW PREVENTER 4"x 4"xl/4" ptote rolled to motch cur voture--..../

support plote

~l?:i·

. ,. 'i'

0 .,\'

· .. ';>:~.-;t~ Copper to slut Dielectric Union

t" Threaded Rod

Concrete B toe k

9"x9"Bose

OETA'L • PIPE SUPPORT Not to Scott

en m '11 -1. m ~ ID m ]J ... IR "

en n )o r m w

~ .. •• ~

"'0 I

1\.)

en c-4 ml> -4Z )>C

;::)> cn::c

c

., m 2 n m )> 2 0

~ ]> -4 m 0 m .... ]> -,... en

C")

=t -< CID C") C") 0 0 c: c: z z -1 -1 -< -< 0 0 ., .,

~ :z:: 0 c: z > 0 r-c: r-c:

:0

-.;,

Eatenston Arms projected inwtyd

,, 45

C~--/ ./ - .... ---.-

~1-,

CORN~B

POST !;INE

~

Fabric Ties: Line Posh- 14"o.c. Ralls- 24"o.c.

WALKWAY GATE

~ 3':' Strar,dc of / Wire 4 apart

barbe-d ..... I 11 1 gate stopper

44 , • • • • --~ • • ++1.+! • "' • • .. • • • • -t~~d.. -

.:~.· · .. ·~·(.:..l,: .. ~~> :>_j·).··~ ... ~-~J,· -~ : 2 cfiairi link (ab;ic l.;_·· •. ! ··:

1' I I

Stretcher bars

~c.~ ', , ~U~I / 'lt!:)f.~-...

1f- pipe brace

. ,.· ' .

··:: .. '·

. ~ -. ... .... ·. ' .. ' • ilo ~ ~

.. .. " J 2" A.C. pavement../ f.j1' ""-1"11 r oate stop 6 • 6 • 6 dup cone. anehftr L

embed 1"~ plpt slleve 4 lt. 1 Cone. curb 8 outter 6·a6"al2"where not paved

without curb, varltl

DOUBLE SWING GATE

.,

I .~ .. I -~....,

NOTES

I. Fencing materials shall be of aluminum or galvanized steel as called far in the specifications.

2. Posts, braces, and gate frames shall be schedule 40 btandard weight) pipe. Sizes speclffed are nominal diameter. .

3. Double Swing Gate shall be provided with Tubule" Plunger Bar, I Lock keeper, I Lock Keeper Guide, 2 Latch Forks, 2 Fork Catches, I Catch for plunger bar, and 2 Gate Stops located as directed by the Engineer.

4. Walkway Gate shall be provided with Fork Latch assemblies with provisions for padlocking.

FENCE

5. Padlocks of the approved type keyed to the Division of Sewers master key system shall be provided for gate locks.

6. Posts, caps and other necusary fence fittlnos shall be as manufactured by the fence manufacturer or equal e11cept hinges shall be of galvanized steel.

1 Posts shall be spaced equidistant but not mort than IO'o.c. e . .Aluminum posts embedded in concrete shall be coated Inside and outside

to depth of embedment plus 4" with zinc chromate primer and aluminum pigmented bituminus paint.

9. Where galvanized steel hinges are used on aluminum posts they shall be insulated to prevent aalvanic action.

DETAILS

ic ~ • < Ill • CL

CD I

N (11

I (11 CD

--------------------------

: ..,, ....

: ... I

--

~====~~~~~~~~-,._ 10"

FRONT ELEVATION

Plug these pipes with lead solder

Anchor plate to floor with .!." x 4" mochine

8 bolts.

OIL SEALS S RELATED PIPING

NOTES: All pipin9 on the oil seals shall be tested

before the sealing units are installed. All leaks shall be repaired by the Contractor before the tanks are filled with oil.


OIL SEALS AND RELATED PIPING


STANDARD DETAILS P-3

r-------- -- -

Anchor plate to floor with 3/8" x 4" machine bolts.

SIDE ELEVATION OIL SEALS a RELATED PIPINGS

Scale: 1" : 1'- o•

NOTE: All piping on the oil seals shall be

tested before the sealing units ore installed. All leaks shall be repaired by the Contractor before the tanks ore filled with oil.

P-4 S"!" AN DAR 0 0 ETAILS

OIL SEALS AND RELATED PIPING


COUNTY OF KAUAI CITY 8a COUNTY OF HONOLULU

l ITEMS FOR OIL SEALS a RELATED PIPINGS I

l

1 '

ITEM QUANT '

ITEM NO. I ~· galv. steel plate a" X 22 II I '

2 Floor flange, Brass I. 2

3 Pipe,SI/2 .. long, Brass 1• {Plugged} 2

4 Cross, Brass 1• 4

5 Nipple, 3• long, Bross 1" 22 '

6 Tee, Bross 1" 2

7 1" gate vo lves, 0 1 C, Bronze with !(4 .. hose nipple 2

g Gate valve, screwed ends, Bross ,. 8 10 Union, Bross r· 10

II Pipe cop, Golv. Malleable Iron 6" 4

12 Pipe, 1g" long, w It rought Iron 6 2

13 Lunkenheimer gouge gloss Fig. No. 460 bronze 3 rods with 3/1" pipe threads and 112" x 12• long gloss. 2

' 14 Elbow, goo 1" brass with 1" nipple 2 15 Pipe, s• long, brass t" 8

16 Cop, brass, 1" 2

17 Aircock, Tee handle, brass 1/4 • with mole 2 end bibb hose or goo elbow

18 Pipe, 12" long, brass I" 2

'

' i ' ' l

COUNTY OF KAUAI OIL SEALS AND RELATED PIPING STANDARD P-5 !

CITY & COUNTY OF HONOLULU DETAILS I SEPTEMBER 1984 I

~-~~-~---

~------& 0-------

OpeninQ

2"x 6" bross pipe

,....

DETAIL ''A"

3/8" clear ---1 !--2 1/2" It 2 1/2 ''X *" 3/16" L - 4"1on~ II

3/16"x 4" plate welded to pipe post 8 angle

I

post S .!! u

r. . J 1/4 .. thick x 4" hi9h portable curb

TEMPORARY CURB RETAINER

• • I -..,

. •

: • _,

•

. •

.. SECTION

Snap hook

{ diam. chain with snap hook at one end. Secure other end to U bolt.

u bolt welded to post

pipe

Temporary curb retainer where no curb provided

/...1/2" Hole

-'7':',:.J~m:i~i,..Er.-~-- I 1/2" brass pipe . · .• • · · with 1/4" brass plate

.·•. cap

.. ~~~ 2"x 6" brass ·: pipe with base

1 ... •.

.. I • t • •

DETAIL

COVER PLATE

:~EMOVABLE POST 8 CHAIN DETAILS

P-6 STANDARD DETAILS

REMOVABLE POST AND CHAIN DETAILS


COUNTY OF kAUAI CITY & COUNTY OF HONOLULU

------------------ -- --·-

Drill

,. I • r2 • 1 plates

Post Post

ELEVATIONS

,. '. 12 x 1 plates

welded

. ,. l X 2z bolt with

nut and washer (bronze)

Post Removable roilin9

PLAN

Drill f diom. holes Removable roilin9

SECTION A-A

REMOVABLE RAILING DETAILS


R EMO VABL E RAILING DETAILS



P-8

Lenoth of bolt plus 1" (min.)

. .... .. . . . ....... J ~' . . . . ... . . j ... Fill opening with concrete. • ·:~: after pipe is in place.

water slap

Length of bolt Plut 1" (min.)

• •• , .... -.· .... ; • A ... . . . . . r ..

INTAKE PIPE THROUGH WALL DETAILS

Lead Caulklno--~

Jute

W: Wall width

• .

w z • A

. • I . . . . .

. -.

..

w 4

TYPICAL WALL SLEEVE

STANDARD DETAILS

TYPICAL WALL SLEEVE

Galv. iron pipe sleeve two sizes laroer than pipe diameter.

Pipe

Lead Caulking

DETAILS



{,;., · sprinklers

.- . /- x l. bar ' 4 •

{ Copper tube&

to spnnkler controller in golv. pipe

Block support

~Revised drain line .-Revised

Revised

8-26-68 2- 8 -71 12-3-75

{ weldedtoLJ 4.. 5·-o" 4

"

I ~-+--------------------~~------------------------~~

PLAN

N

_ ~--~~~~~~~~:=cc~~~~~c==:z===~~=:==~=z~=c~~-~~ "0'

i ~

NOTES:

* I. If' piping is shown. Size shall be as specified.

2. Box dimension• 8 details may vary with arrangement and location.

'3. Hydraulic Control valves shall be normally closed valve.

SPRINKLER

t 7• • a• I" . (2.)- 2"6i X 2-14 Xi SkiCS

r esittant R.. wj(2)- I in. diam. finger lift hales in each 1t...

course

Cone. block tupport

ELEVATION

VALVE CONNECTION


SPRINKLER VALVE CONTROL STANDARD DETAILS


P-9

~ ~ m ~ Ill

"'0 I .....

0

en c-t m> -42 )>C r:)> cn:o

c

; i: .. Q I -t ,. 0

:a en :c > "" .... :I> z 0 n Q c "D z ~

0 --1 z -1 C) 0 Ill

~ r" m

n =t -< Ron no De cz !i~ -<a c., .,~

:Z:)oo cc Z)oo orc .... c

SPLIT CIRCULAR

KEY

t.

SECTION Y-Y

DETAIL DETAIL

KEY

SHAFT

KEY

.j"

MOTOR SHAFT COUPUN~ VERTICAL MOTOR SHAFT

VERTICAL MOTOR SHAFT 8 COUPLING

Dimensions to suit shaft orranoement

Bolt holes with nuts welded to back side

~ a r~ rYY rYY

rYY ri ri 'Y li [I

~. :I ri

rx ~ .XX

'IXM I~

:A

:y t) ·y

'Y

[I :II .AI :xx

rx

r¥' lii

rW rx:x 'YI lX

[.X rYY [XX lX

fYY li :J<.

~ ~

0

0

0

0 Holes for onchor

bolts

Frame work and filler material (see oeneral notes)

Coupling access door if

necessary

Lotch assemDiy

TYPICAL PUMP MOTOR DRIVE SHAFT GUARD

CITY & COUNTY OF HONOLULU

No Scale

TYPICAL PUMP MOTOR DRIVE

SHAFT GUARD NOT TO SCALE SEPTEMBER 1984


-~1

P-12

d1 - Shaft diameter plus I inch

~...!:::::::!..!1&'~---=:::::::::.-aalt lacat ians to suit bolts of pump

PLAN VIEW

.

'\rx;v X lW nur

Filler materials- (see oeneral notes)

1/2" Min. dia.

f' x liB" Min. flat bar

[)( y

\ X :xr X y X

·~ ~X

:JI :x

}I

/ ~X

):

XXX .X

o:.;.

I ,, n II ........ n ... ..... H~ ...

I .!!j!ri

~1/4" Min. steel plate FRONT VIEW SIDE VIEW

TYPICAL PUMP COUPLING GUARD

STANDARD DETAILS

No Scale

TYPICAL PUMP COUPLING GUARD


CITY 8a COUNTY OF HONOLULU

Frome work and filler material (see general notes)

Note: All dimensions to suit she f t arranoement

TYPICAL HORIZONTAL PUMP SHAFT GUARD No.I No Scale

CITY & COUNTY OF HONOLULU TYPICAl HO R IZO NTA l SHAFT GUARD .N D. t


STAN OAR 0 0 ETAILS P-13

Frome work and filler material (see general notes)

Note: All dimensions to suit shaft arrangement

TYPICAL HORIZONTAL PUMP SHAFT GUARD No.2

P-14 STANDARD DETAILS

No Scale

TYPICAL HORIZONTAL SHAFT GUARD NO.2 CITY & COUNTY OF HONOLULU


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 l/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 quards fastened to the floor or working platform and without other support or bracing shall consist of 1~ in. x 1~ in. x l/8 in. angle iron, metal pipe of 1~ 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 Clearance from moving Largest mesh or

part at all points opening allowable

(Inches) (Inches) Woven wire Under 2 3/8

2-4 ~ 4-15 2

Expanded Under 4 ~ metal 4-15 2

Perforated Under 4 ~ metal 4-15 2

Sheet metal Under 4 4-15

Note: Materials to be steel.

Minimum gauge or thickness (U.S. STD) No. 16 No. 16 No. 12 No. 18 No. 13 No. 20 No. 14 No. 22 NO. 22

For additional requirements refer to project plans and specifications.

CITY & COUNTY OF HONOLULU SAFETY GUARD GENERAL NOTES STANDARD DETAILS P-15 i

I

SEPTEMBER 1984 I

P-16

---···------

r ll{' Angle va.lve With Chain 8 Cap

(iron pipe hose tl'\read)

-~ N

Galv., piP,,e strap at 5-0 o.c. max .

TYPICAL VALVE INSTALLATION

ON TANKS

NOTES

.---1 .. ,) G. s.

I- Gate valves or angle valves with bronze dies or plugs shall be used.

2- Valves shall be rising or non rising stem design.

3- 34" H. B. and 11/2" gate valve shall be 90° apart.

riser

I '12" Hose gate valve witt\ cl'\ain 8 cap

liron pipe hose thread)

TYPICAL . VALVE INSTALLATION

ON GROUND

-~

N

.. - .... : c co ·-:!

I Y211

STAND PIPE DETAIL

STANDARD DETAILS

No Scale

1-1/2" STAND PIPE DETAIL CITY & COUNTY.OF HONOLULU

L.----~------.._s_e_PT_E_M_B~:~.:.~IJ~4-------.....:.:N:::::,OT~TO:.,S;::C:::;;A;,:.LE:=.L.------------'


lfaffic PART

5

2 1/4" POST

6' TO 12'

2' MIN.

2" SQUARE TELESPAR TUBING NO. 20 F 12 , OR APPROVED EQUAL WITH 7/16" DIAMETER HOLES SPACED 1" ON CENTER.

SQUARE TUBE ANCHOR (SEE NOTE 2)

FLANGED CHANNEL POST APPROVED BY STATE HIWAYS DIVISION IS ACCEPTABLE AS APPROVED EQUAL FOR z" SQUARE

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

TUBING.

6. SIGN POST MUST BE FIRM AND NOT SHAKY, OTHERWISE CONCRETE MUST BE USED TO STABILIZE THE ANCHOR POST.

~

......

..... 0 z ...... ...... en

STREET NAME PLATES

SCOTCHLITE REFLECTIVE SHEETING NO. 3277, GREEN, WIDE ANGLE , FLAT TOP OR APPROVED EQUAL. LETTERS SHALL BE 4" WHITE SCOTCHLITE NO. 3290 OR NO. 2290, OR APPROVED EQUAL.

SIGN PLATES

0.080" MINIMUM THICKNESS, ALUMINUM SHEET ( ASTM 8 209, ALLOY 6061 - T6. FLAT SHEET ).

STOP SIGN, FACING MINOR ROAD. HIGH INTENSITY REFLECTIVE SHEETING. (REFER TO D.P. W. FOR SPECIFICATIONS)

r1 I I

\_STOP SIGN

5/16" BOLTS (BOTHWAYS)

~

I. THE INSIDE OF THE 2 1/4" ANCHOR POST MUST BE KEPT FREE OF IMPEDIMENTS TO ASSURE EASY INSERTION OF THE 2" SIGN POST.

2. SQUARE TUBE POSTS SHALL BE TELESCOPING PERFORATED TELESPAR TUBING OR APPROVED EQUAL.

3. THE EXACT SIGN DIMENSION WILL BE IN CONFORMANCE WITH THE CURRENT MUTCD, AS AMENDED, OR AS DESIGNATED ON THE PLANS OR BY THE ENGINEER.

4. THE 2 1/4" ANCHOR POST SHALL BE 4' LONG FOR NORMAL OR POOR GROUND CONDITIONS AND 30" FOR ROCKY CONDITIONS.


STREET NAME AND STOP SIGN DETAILS STANDARD DETAILS T-1


T-2

ROADSIDE SIGN Rural District

ROADSIDE SIGN Business or Residence District

ROADSIDE ASSEMBLY Rural District

1 :::r .... ~lc - c O,c c:-

ROADSIDE SIGN Rural District

not leu tho

paved shoulder. ·

WARNING SIGN WITH ADVISORY SPEED PLATE Rural District

I 6 to 12'

WARNING SIGN On Island

-.,., In The Line Of Traffic

OVERHEAD MOUNTING

..... -..

HEIGHT AND LATERAL LOCATION OF SIGNS (TYPICAL INSTALLATIONS)

STANDARD DETAILS

HEIGHT AND LATERAL LOCATION OF SIGN



COUNTY OF HAWAII

2'Min.

ACUTE ANGLE INTERSECTION CHANNELIZED INT RSECTION

----r J l'--_ Major

Rood

MinCif

Rood

MINOR CROSSROAD URBAN INTERSECTION

-2' Min.

s'to 12'

DIVISIONAL ISLAND WIDE THROAT INTERSECTION

TYPICAL LOCATIONS FOR STOP SIGNS AND YIELD SIGNS (TYPICAL INSTALLATIONS)


COUNTY OF HAWAII TYPICAL LOCATIONS FOR STOP SIGNS


STAN OAR 0 DETAILS T-3

T-4

•... \ .-+-- 4" Double yellow stripe I/

I / -.

-D~_r--1/ r Stop

-or_L~IIIIIIIIj 1\ \'--+-- 12" Wide white stop line

~-t--- No gap

AT INTERSECTION

I· 20'

-. 12" Wide white stop line -.....

\__ 4" Double yellow stripe

STANDARD DETAILS

MID BLOCK

TYPICAL DETAIL FOR CROSSWALK

AND STOP LINES SEPTEMBER 1884 NOT TO SCALE

COUNTY OF HAWAII

NOTES=

NO PARKING

ANY TIME

R7-l (R) 12". 18"

r I I l ....

~ Rl-1

30"~t30"

50'

0 on

.I MINOR

-, I

NO PARKING

ANY TIME

~ IIJ

R7-1 (0) 12" • 1e"

NO --~PARKING

ANY TIME

R7-1 ( L) 12"x18"

Wl4 -I 30". 30"

so'

LOCAL ROAD

I. Three R7 -I signs required. Location of signs dependent on lot frontages onto the

cui- de- soc.

2. Where o system of streets has only o single access, o "NO OUTLET" (W14-2, 30"•30")

sign must be installed at the access intersection in a similar location as sign Wl4 -I shown in this drawing.

3. Sign W14 -I (or Wl4 -2) to be located so as to be easily visible from the thru- street.

4. Refer to sheets T-1, T-2, and T-3 for height· and lateral clearance for signs.


TYPICAL SIGN INSTALLATIONS IN CUL-DE-SACS

NOT TO SCAL.E SEPTEMBER 1984

STANDARD DETAILS T-5

Galvanized flange channel

1/8" l 5/16" rolled section post with a mu· ·mum wt.

of 2 lbs. per ft. or

approved substitute.

TYPICAL SECTION

i

I ~

4" lj_ t -.-

I

I I-- a f

I 4.. I

-~-EB--CD

-1

0 i a --

RM-1 RM-2 WHITE YELLOW

1/4" a 2" valvonized carriave bolt wittl nut and lock wastier

Reflector marker

~

I I· 4" lj_

T-r-! ! t I I

I -~

l D

RM-3

YELLOW

r

RM-1, 2, or 3 J.

T-6 STANDARD 0 ETAILS

USABLE SHOULDER

SEPTEMBER 1984

NOT LESS THAN 2'-d

SECTION

ROAD MARKER

=o . -..

II II ..,. .. <'' -<~ •• •• =o z •• I-

•• -N 2 .. ...

NOT TO SCALE


COUNTY OF HAWAII

3.85"-4.05" Dia. 0.63"-0.78" 0.50"-0.70"

11' 012"±00:·

TYPE A NON- REFLECTIVE WHITE MARKER

TYPE J NON- REFLECTIVE YELLOW MARKER

r••s"-•os"

f\ Reflective I Surface

1/ Reflective \ Surface

TYPE D

0

• :I It)

CD , Reflective Surface

TYPE C REO- CLEAR REFLECTIVE MARKER

r••s"-485" l 0.50'~70" /-i;..Q.E" Max. , II

r-1\ Reflective I Surface

v \ ,___

TYPE H TWO- WAY YELLOW REFLECTIVE MARKER ONE- WAY YELLOW REFLECTIVE MARKER


COUNTY OF HAWAII

RAISED PAVEMENT MARKERS

RAISED PAVEMENT MARKERS



I r

40' . 20'

I zo'

.I \ 4" White Edoe Stripe

.I 3'-4"

\~y~: J • -Jr . D . . . . D a : 0 0 Q 0

LType 0 I 15' I 15' ~~o·~ ~ I \ Z 4" White Edoe Stripe 4" Yellow Stripes

IWQ- L.A~ E PASSIN~ P'RMITTED ANQ PASSIN~ EROHIBITED

I 20' zo' s' ~ \ 4" White Edqe Stripe

:;- 4" Yellow Stripe 3' 4"

I ! 1!.1 Type J

15

/Type 0

!5 • 0

a •••• ~Type L 4" Yellow Stripe I 15' I 10' I 15'

H . I

L 4" White Edge Stripe NOTE: Type H positioned with reflective surface focino

TWO-LANE No-Passino direction.

PA~~ING PROHIBIT~D ZONE~

15' 10' 15' \4" White Edqe Stripe

I I

3' 4" I 1 ' \Type A ~ r \Type c. • • • . . . A .... II . . . . ....

Red Clear -.

D c D D -·a 6 15 c

LType D '\:1:--. A

• • • ~lear ARed • • • •Type C \ .... m . ... m

L4" White Edge Stripe MULTI- LANE 4" Yellow Stripes

LANE LINE~ AND CE;NTER L.l ~' Type c7 ~ ~ l

zo'

'1 Red "J Clear 7

\Type J

• ~ Ill •

Type 0 1 • L 4" White Stripe

'\"Type H ·;:

~ e_ 4" Yellow Stripe /1., :h/

L_4" 'reiiOW Stripe

CHANNELIZING LINES NOTE: Type H positioned with reflective

OR SOLID LANE LINES surface focino oncomino traffic.

MEDIAN NOSE DELl NEAT ION

STANDARD COUNTY OF KAUAI ·

T-8 TYPICAL INSTALLATION 0 F RAISED COUNTY OF MAUl DETAILS PAVEMENT MARKERS COUNTY OF HAWAII


30'

Solid yellow stripe on each approach

(See Note 4)

COLLECTOR STREET

Normol broken yellow centerline stripe ( 10' stripe, 30' gop).

._ l.aJ l.aJ a: 1-C/)

12" wide white stop bar 4' from

extended edge of pavement line (or from crosswalk if crosswalk is coiled for) .

STRIPING NOTES:

...J <( (.)

g

I. All striping shall conform to the latest edition of the "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES for Streets and Hi9hways" ( 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 PASSIMI""cmarkings shall be striped for 130' when collector speed limit is ,_30 mph or less and 170' wllen collector speed limit is 35 mph or more on each approach

to an intersection ond or as otherwise called for and at other locations desiqnated in the MUTCO.

5. All traffic paint shall be reflectorized and shall be approved by the Engineer.


COUNTY OF HAWAII

TVPICA L INTERSECTION 0 ETAIL.

FOR STRIPING NOT TO SCALE SEPTEMBER 1984


r 10· •

I j

4" YELLOW STRIPING RAISED PAVEMENT MARKING

30'

30'

30'

I a ·z··· D •••••• p ••••••

l-TYPE D

TYPE J OR 4" YELLOW STRIPE

·:rt ··· r ... t ·o·r ·o· 1·o·1

TWO- LANE PASSING PERMITED

20' 20'

TWO- LANE PASSING PROHIBITED FOR NO PASSING IN EITHER DIRECTION

30' ·~ 10

1

1 i I

ONE- LANE PASSING PROHIBITED . FOR PASSING WHEN DASHED

LINE IS IN DRIVERS LANE

STANDARD TRAFFIC STRIPES

--------------------~/ 50' MIN.

I n

TYPE H (REFLETIVE SURFACE FACING NOPASSING DIRECTION)

I .a· t' MINOR AND DEAD END STREET

i======l L 50' MIN. J

INTERSECTION I_ OF TWO-LANE ROADS

T-1·0 STANDARD DETAILS

STRIPING DETAILS

SEPTEMBER 1984

COUNTY OF KAUAI

NOT TO SCALE

OPTIONAL---<

6' TO 12'

i 12"MIN.

l24"STANDARO WITH I , NO SIDEWALK-,

I I . I

I

! I

2" SQUARE TELESPAR TUBING NO. 20F 12, OR APPROVED EQUAL WITH 7/16" DIAMETER HOLES SPACED I" ON CENTER.---......

I I I

!

5/16" BOLTS (BOTHWAYS)

2-V4" SQUARE TUBE ANCHOR POST (SEE NOTE I)

0

0

0

0

0

0

0

0 ... 0

0

STREET NAME PLATES SCOTCH LITE REFLECTIVE S HEATING N0.3277, GREEN, WIDE ANGLE, FLAT TOP OR APPROVED EQUAL. LETTERS SHALL BE 4" SILVER SCOTCHLI TE NO. 32 70 OR NO. 2270, OR APPROVED EQUAL.

SIGN PLATES , REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

STOP SIGN, FACING MINOR ROAD HIGH INTENSITY REFLECTIVE SHEETING OR APPROVED EQUAL, 30"x 30"WITH e" LETTERS.

r VARIABLE

i 5/8"

{!RICE ST ~3t•" 1000.~5/8"

STREET NAME PLATE DETAIL

NOTES: I. SQUARE TUBE POSTS SHALL BE TELESCOPING

PERFORATED TELESPAR TUBING OR APPROVED EQUAL.

2. THE EXACT SIGN LOCATION WILL BE DESIGNATED BY THE ENGINEER.

3. WHERE ANCHOR POST IS TO BE OMITTED, POST SHALL BE BURIED 2'-s'' MIN. AND CONCRETED AROUND IF NECESSARY.

4. z." LETTERS SHALL BE USED FOR ST., DR., HWY., RD •..• ETC.

5. STREET NUMBER TO BE DESIGNATED BY THE DEPARTMENT OF PUBLIC WORKS.

FINISH GROUND

*ANCHOR POST CAN BE INSTALLED AT A MINIMUM DEPTH OF 24" IF ENCASED WITH A 14" SQUARE OR CIRCULAR SHAPED CLASS 8 CONCRETE ANCHOR.

COUNTY OF KAUAI STREET NAME AND STOP SIGN DETAILS STANDARD DETAILS

T-11 NOT TO SCALE SEPTEMBER 1984

0

\ \ • \ \

\ \ '\ U)

0111

~ '\ .... Ill:

'\ ' C!l

"' ~ "

0

' \. ~

~ ~ " ~ "\... ~ ~

.>.>. " ' '(""' ' .. o' 0

"" \.. ,:-~ • ~x " ·~ ......... --........

......... t-.. " "' -l o"

" .......... .,z

' c

' ......... ~

c

"-. ' ~ ::111:

......... ~ Ill:

of

"" ..

~ ,, I "'-..... 0 .. :i liD 0 .., o"'

Ul .., IQ .. .. J.:3J.:j 'z., HJ.OIM J.YI DNI)IHYd ,,,. OJ. ,,YM

X ..... " =o z

• Ill

• 0 = • -l Ul • ·- -l . -. . ~ -l -.- ... .. :! .. • % '? • % % ..... %1- ..... " I l;f_l'fr-...... oZ

I oz _..,

- ... la-l :._, ... -~-~ -l-l -~-~-~ ... -~-~ ~~~ -~~:! • -l%

%.,. ~.,., r) !~ ;:~ "':z~ ~2~ ~~ t:~ 'f:.N

~~H >::1::1

i ~~ ..... --III:ZZ u!i: c--

ill~ o::EZ c~::E z G. c .... ~ ~ .. ..... o-N en u

'

T-12 STANDARD PARKING DESIGN STANDARD, COUNTY OF KAUAI DETAILS ONE-WAY TRAFFIC


z 0 .... .... 0 Ill n )o r-m

Ill m ~ m !1: ID m ll ... I •

n 0 c z ..... -< 0 .., ~· )> c ~

"a l> ::2:1 ~

-i -z :e o·c;,

:e 0 m

l> en < C) -i z ::2:1 en l> -4 .,

):o ., z -n 0 l> ::2:1 0 .

en o-t ml> -iZ )>C ;::)> en::D

c

-;-i -a. w

Notes: STANDARD VEHICLE

I. MINIMUM STALL WIDTH • e'-6"

2. MINIMUM STALL LENGTH •19'- o"

'5. IN CURBED ISLAND DESIGN, DEDUCT OVERHANG CLEARANCE FROM w2 •

COMPACT VEHICLE

I. MINIMUM STALL WIDTH: 7'- 6"

2. MINIMUM STALL LENGTH: 16'- 0"

3. IN CURBED ISLAND DESIGN, DEDUCT OVERHANG CLEARANCE FROM w2 •

/

0 0

6 :

6 I

._ ~5 I

1&.

-N

! %

250 J:: ,.. Cl ID

(!I

~ ~ It:

f :J Cl 45 J:: 0 ... :I

·CI lit

I 40

/ 7

v

/

J /

I

v v

~ v I'

/

I/ 7'

v / ~

/ '/

v /

/

/ /

A

v ...... I-• v

//

50 PARJ<ING ANGLE

__ ,__,........_ __ ---· "'-···~--·---~·-··- ______ , .... '

/ /

v --.....1

_/

RO

___ ,..,..,... I I ,.,o~"" cz.~ .. \."' v ,/

·~ kv

6' ~·;J.,-/ v ,..,..,... ~ ~

-v v ,..,..,...

v

R A~ OVE HANG

L--~ ,....-

1./ -~T OV Rl ANG

60 70

1--

--

I--

80 DEGREES

.......... -

-·-·····-··---

Cl)

50~ u ~

ID It: :l u

~ 1&1 u :

40 ::1 0 It: 1&.

t! z j! Cl)

0 I

1&1 u

I~ 0 ~

0 90

It: Cl 1&1 ..J u (!I z Cl % It: 1&1

~

~~~~~~~ ~-- --

en

. N

0 3/4" R

24" Stondord but mo be increased

to 30" or 36" if necessary

NOTES I. Si9n sholl be 0.080" min.

thickness olum. sheet (ASTM: B·209olloy 6061·T6 os ommended f lotsheet).

2. Reflective sheets sholl be scotchlite sheet in9 • 3277 Qreen for foce ond scotchlite +2210 silver for tellers ond numbers or equal •

STANDARD STREET NAME SIGN

T-14 STANDARD DETAILS

STANDARD STREET NAME SIGN COUNTY OF MAUl

SEPT -':MBER 1984 NOT TO SCALE

l

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