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STANDARD DETAILS for Public Works Construction - · PDF fileSTANDARD DETAILS DEPARTMENTS OF...
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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
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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
SHEET APPLICABLE TO:
NO. QESCRIPTION
KAUAI HON. MAUl HAWAII
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 • • • •
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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 • • •
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COUNTY Of KAUAI
IV STANDARD CONTENTS CITY & COUNTY OF HONOLULU DETAILS COUNTY OF MAUl
COUNTY OF HAWAII SEPTEMBER 198•
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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
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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 ' '
SHEET APPLICABLE TO:
NO. DESCRIPTION
KAUAI HON. MAUl HAWAII
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
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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
COUNTY OF MAUl COUNTY OF HAWAII
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
t------------------..1~- o"
-------· ---PLAN
4'- o"
ELEVATI.ON
7"
SECTION A-A
PRE- CAST CONCRETE DROP CURB BLOCK
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
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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
COUNTY OF MAUl COUNTY OF HAWAII
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
(RESIDENTIAL ZONE)
DRIVEWAY APRON WITH ROLLED CURB
SCALE: AS NOTED SEPTEMBER 1984
STANDARD DETAILS R-7
' 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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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 . . ' .
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# 3 x 15" Deformed Tie Bars at 24" o.c.
LONGITUDINAL AND TRANSVERSE KEYED CONSTRUCTION JOINT
WITH TIE BARS
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
CONCRETE PAVEMENT JOINT DETAILS
SCALE: 1·1/2" • 1'-0" SEPTEMBER 1984
STANDARD DETAILS R-11
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II
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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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
TEMPORARY WOODEN BARRICADE
SCALE: 318" • 1'-0" SEPTEMBER 1984
STANDARD DETAILS R-15
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
R-16 STANDARD DETAILS
SIDEWALK REINFORCEMENT 0 ETAILS
AT UTILITY BOXES OR OPENINGS
SEPTEMBER 1984 SCALE: AS NOTED
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
TREE WELL WITH CONCRETE COVER
SCALE:3/4" • 1•-o-· SEPTEMBER 1984
STANDARD DETAILS R-17
.-----.------...;.._-----·------- ·---- ·------·------
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
SEPTEMBER 1884 SCALE: AS NOTED
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
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"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
TI ELEVATION
METAL POST WITHOUT SPACER BLOCK
Scale; 31;: 1'- a"
Note: All metal shall be galvanized
METAL GUARDRAIL DETAILS
SCALE: AS NOTED SEPTEMBER 1984
12~· lap
Some as roil element section
FLARED END .,. I II
Scale: I~= I -0
STANDARD DETAILS R-23
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
METAL GUARDRAIL DETAILS
SEPTEMBER 1984 SCALE: 114" • 1'-G''
Variable 'V
-I ~~"
+-Direction of traffic.
Endsectl on as by designated
Engi!."'·
V~'''"'''-"
I' II
d
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
-----------
--~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
COUNTY OF MAUl COUNTY OF HAWAII
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
STANDARD DETAILS R-25
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
FU LL·WIDTH SIDEWALK AT CURB RETURN
SCALE: AS NOTED SEPTEMBER 1118•
STANDARD DETAILS R-27
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
DRIVEWAY APRON
SCALE: AS NOTED SEPTEMBER 11184
STANDARD DETAILS R-29
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
R-30 STANDARD DETAILS
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...;;.;;.~
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
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
STANDARD DETAILS R-31
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
SEPTEMBER 1984 NOT TO SCALE
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
SEPTEMBER 1984 NOT TO SCALE
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
NOT TO SCALE SEPTEMBER 1984
STANDARD DETAILS R-37
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.
R-38 STANDARD DETAILS
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
NOT TO SCALE SEPTEMBER 1984
' 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
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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
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II
R-43
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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
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COUNTY OF KAUAI TAPERED ROAD INTERSECTION STANDARD R-45 DETAILS
NOT TOSCAI..E SEPTEMBER 1984
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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'
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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~
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Y'l..-GAS L ... wATER
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! WITHOUT CURB a GUTTER
NOTES: I. MAINLINE UTILITIES SHALL HAVE A MINIMUM COVER OF 2.5' UNLESS OTHERWISE SPECIFIED. 2. ~ WHEREVER POSSIBLE THE STORM DRAIN SHALL HAVE A MINIMUM COVER OF 3.0'. 3. * ~ ALTERNATE LOCATION OF UTILITIES.
R-46 STANDARD DETAILS
TYPICAL ROAOWA Y UTILITY LOCATION
SEPTEMBER 1984 NOT TO SCAl.E
COUNTY OF KAUAI
0 G W s C T ER. !
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1--0.67 3.5' I
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TYPICAL STREIT WITHOUT Ulll a GUTTER f TYPICAL C ltl a GUTTER STitE[TS
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I ·-1_0 :
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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
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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
SEPTEMBER 1984 NOT TO SCALE
COUNTY OF KAUAI
-
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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
NOT TO SCALE SEPTEMBER 1984
STANDARD DETAILS R-49
'
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
SEPTEMBER 1984 NOT TO SCALE
--..,..---..,......,.... ,..... -----~--,....----~ _ ':""'""--:-------~:.-*"-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
NOT TO SCALE SEPTEMBER 1984
STANDARD DETAILS R-51
::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
ROADWAY TYPICAL SECTIONS··
NOT TO SCALE SEPTEMBER 1984
·~· 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
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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
ROADWAY TYPICAL SECTIONS
Not to Scale
ROADWAY TYPICAL SECTIONS
SEPTEMBER 1984 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
STANDARD DETAILS R-55
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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
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----------·-·---···---------·· . -··-·-· -··- ---
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!
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COUNTY OF MAUl
w z "-0 0~
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SPACE ALLOCATION FOR
UNDERGROUND UTILITIES
=co -- -o-=co -..:..
-o-=o I
--o-=o I -..:.. --o-=o I -..:.._ 1---o-=o I
-..:.. '-
SEPTEMBER 1984
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STANDARD DETAILS
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·....J LLI <( a_
0 w a: (.) a_
~ ~ en
R-59
STANDARD DETAILS tor Public Works Construction September 1984
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
14 at 12"o.c. bothways
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
14 at 12"o.c. bothways
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
COUNTY OF MAUl COUNTY OF HAWAII
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'
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
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
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
PRE-CAST TOP SLAB FOR SHALLOW DRAIN MANHOLE
SCALE: AS NOTED SEPTEMBER 1984
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
D-20 STANDARD DETAILS
SCALE: 1/2"= 1'- 0"
CONCRETE WALL DRAIN MANHOLE
SEPTEMBER 1984 SCALE: 1/2" • 1'-0''
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
BRICK WALL DRAIN MANHOLE
SCALE: 1/2" • 1'-0" SEPTEMBER 1984
STANDARD DETAILS D-21
-----
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
D-22 STANDARD DETAILS
SCALE: 112"= 1'- o"
PRE·CAST CONCRETE DRAIN MANHOLE
SEPTEMBER 1984 1/2". 1'-0"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
------------------------
. . . . · .. . . . . . . . . . . ~ . . . ·. . . .. . . .. . .
. . . . .
5" 5"
CONE SECTION RISER SECTION
5"
IC>
; Mortar around bose
Riser section .. .. • ... • •
. 0 . . . " .
oncrete base
!.
DETAIL •a• PRE-CAST CONCRETE DRAIN
MANHOLE DETAILS
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
PRE-CAST CONCRETE DRAIN MANHOLE DETAILS
SCALE: 3" • 1'-0" SEPTEMBER 1984
STANDARD DETAILS D-23
-~
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"
PRE-CAST CONCRETE DRAIN MANHOLE DETAILS
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.
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
PRE-CAST CONCRETE DRAIN MANHOLE DETAILS
STANDARD DETAILS D-25
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"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
- - ~------------~-- --
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.
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
..
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
STANDARD DETAILS D-27
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"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
TYPE "DB" FRAME
FOR CATCH BASIN AND MANHOLE
SCALE: 1·1/2" • 1'-0" SEPTEMBER 1984
STANDARD DETAILS D-29
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
COUNTY OF MAUl COUNTY OF HAWAII
-- --------------
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
PAYMENT TRENCH WIDTH
AND REPAVING FOR DRAIN PIPES
SCALE:3/4" • 1'-0" SEPTEMBER 1984
STANDARD DETAILS D-31
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.
STANDARD DETAILS D-33
~~--
} 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
SEPTEMBER 1984 NOT TO SCALE
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
NOT TO SCALE SEPTEMBER 1984
STANDARD DETAILS D-35
...
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".
D-36 STANDARD DETAILS
TYPE G 1 AND TYPE G2 DRAINAGE IN LETS. COUNTY OF KAUAI
SEPTEMBER 1984 NOT TO SCALE
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
SCALE: 3/8" • 1'-0" SEPTEMBER 1984
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
STANDARD DETAILS D-41
~
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.
D-42 STANDARD DETAILS
JUNCTION STRUCTURE ·~
SEPTEMBER 1984 NOT TO SCALE
COUNTY OF KAUAI COUNTY OF MAUl
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 KAUAI COUNTY OF MAUl
COUNTY OF HAWAII .JUNCTION STRUCTURED
NOT TO SCALE SEPTEMBER 1984
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 ..
SEPTEMBER 1984 NOT TO SCALE
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 KAUAI COUNTY OF MAUl
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 KAUAI COUNTY OF MAUl
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
NOT TO SCALE SEPTEMBER 1984
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. . - ,. - . :~
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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 KAUAI COUNTY OF MAUl
COUNTY OF HAWAII RECTANGULAR TRANSITION
SCALE: 1/4'' • 1'-0" SEPTEMBER 1984
STANDARD DETAILS D-49
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
SEPTEMBER 1984 NOT TO SCALE
COUNTY OF KAUAI COUNTY OF MAUl
· 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
SCALE: 1/2" • 1'-0" SEPTEMBER 1984
STANDARD DETAILS D-51
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
SEPTEMBER 1984 NOT TO SCALE
COUNTY OF KAUAI COUNTY OF MAUl
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
NOT TO SCALE SEPTEMBER 1984
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.
SEPTEMBER 1984 NOT TO SCALE
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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.
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
METHOD OF LAYING PIPE
NOT TO SCALE SEPTEMBER 1984
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
SEPTEMBER 1984 NOT TO SCALE
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
NOT TO SCALE SEPTEMBER 1984
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;-~
SEPTEMBER 1984 NOT TO SCALE
Suit able excavated materials
(See Specs.}
Select material hand shoveled into trench
(See 3pecs.)
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
S-10 STANDARD DETAILS
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.
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
Type SA
Pre- Cost manhole riser
NOTE: 1. See sheet S-14 for
section A- A.
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
:rype SA manhole frame and cower
PLAIN MANHOLE PRE - CAST CONCRETE
Seale: 1/r.• = 1' • 0"
PRE-CAST CONCRETE PLAIN MANHOLE
SCALE: 1/2" • 1'-0" SEPTEMBER 1984
c: 0 • ::o u CJ I
en-"' ~
0 u
0 0 rt)
=~ ·- C' ,_ ·-0 CJ >J:.
E ::l E )(
0 :E
STANDARD DETAILS S-13
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"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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•
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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.
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
~: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
STANDARD DETAILS S-17
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•
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
SEPTEMBER 1984 SCALE: 1/2" • 1'-0"
- --~------------ -~--- ---~-----
*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"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
PRE·CAST CONCRETE PLAIN MANHOLE FOR 27" TO 48" R.C. PIPE
SCALE: 1/2" • 1'-0" SEPTEMBER 1984
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-------,--------------,-------~
S-20 STANDARD DETAILS
PRE·CAST CONCRETE PLAIN MANHOLE
FOR 27"TO 48" R.C. PIPE -SECTION
SEPTEMBER 1984 SCAL.E: 112" • 1'-0"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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.
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
COUNTY OF HAWAII
PRE·CAST CONCRETE MANHOtE WALL STANDARD 0 ETAILS S-21
SCALE: AS NOTED SEPTEMBER 1984
S-22
..... · . ·:. ..& •
... -.· .•.. ...
. . . ·: ...•. ..... ~ :- . -.
... ·•. ., .. · .. ~----+---.
. .. . :.·· . . . . .•.
...
:·~":-- :-_.~: .. . . . ·. ·.· ·:
5" .... -:-~: ~.-_. . ·· ..
STANDARD DETAILS
---------
Type SA rung
Type SE rung
4'-o"
Type SA manhole frame and cover
· .. ·.· . . . . . .. · · . .. '.
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 KAUAI COUNTY OF MAUl
COUNTY OF HAWAII
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl 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
SEPTEMBER 1984 SCALE: AS NOTED
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
Type SA manhole frame and cover
Type SA rung
SHOWN WITHOUT GRADE RING Scale: 3"= 1' -o·
Type SA manhole frame and cover
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
SCALE: 3" • 1'-0" SEPTEMBER 1984
STANDARD DETAILS S-25
S-26 STANDARD DETAILS
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"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
Type SA manhole frame and cover
• 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
COUNTY OF MAUl COUNTY OF HAWAII
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
SEPTEMBER 1984 SCALE: 1/2" • 1'-0"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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,~:-~ .. $_~~-~ .. r==~g-~--~,±::====T,T=. 1= 8
-:9
E :I E
: _,. I a/4 eenc1. ""'- ___ .. :r -- - ;:·. -~: o u== ~: •·. : r'. ~ ~ :. . ' ' •
'k_ • r--,_ ~~--t=tf='F, ===j I . < ·: ; ·. -. J~rt l-&::::::::~~·~=i(. I NgTE:
2 m1nimum cover on re1nforcang steel See sheet No.5"" 30 for sect10ns.
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
.. •. . . :-. ..•. ~ . • •· ... lnt .... , ~ I I ~ .. · ·_T • ·: · •. :. ~ ·, ..... · • ._,_ .. ~.- "-..t5 bars 12"o c
; • . . t . . / bothwoyS i .__.- bend up 2 4 •
(FOR DROPS OVER 5.0 FEET) ate ds n
DROP MANHOLE (CAST -IN- PLACE)
DROP MANHOLE STANDARD S-29 DETAILS
SCALE: 1/2" = 1'-0" SEPTEMBER 1984
s• 0 D. \tJr ies of 8" IO"mn pipe
SECTION A·A Scale: t/2" =I'- o•
-14 Vertical bars spaced &II of circle ....___
_. 4 1-tlrizontol bars ·,
S-30
12. 0. c.
s· o. D. 10· Of drop
pipe
STANDARD DETAILS
SECTION B-B Scale: J/2
1 = I' - o·
DROP MANHOLE DROP MANHOLE· SECTIONS
SECTION C-C Scole: 112 8
: ,. - o·
COUNTY OF KAUAI
SEPTEMBER 1984 SCALE: 1/2" • 1'-0"
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
COUNTY OF HAWAII
1" .diameter hole 1\ c . '-- ast ~ron
A J
. Approx. weight 158 pounds
PLAN OF MANHOLE COVER s · I o· cole: 1112 .. 1 •
, Z4' ~i~r , -~ 1 1 3:-rat ll/2.:: 1011z'l ·~I ~ , __ ,.,, r1~1-~
COUNTY OF KAUAI
-r;;. t ~ ~ ·~ I ~ ~ l31t2".ll.314" .'$
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"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
S-34 STANDARD DETAILS
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
COUNTY OF MAUl COUNTY OF HAWAII
SEPTEMBER 1994 SCALE: 1·112" • 1'-0"
PLAN SPECIAL MANHOLE FRAME
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
S-36 STANDARD DETAILS
MOD I FlED TYPE SB PRESSURE MANHOLE
FRAME AND COVER SEPTEMBER 1984 SCALE:3.14" • 1'-0'"
COUNTY OF KAUAI CITY&. COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
SEPTEMBER 1984 NOT TO SCALE
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
COUNTY OF HAWAII
PRESSURE MAN H 0 LE FRAME AN 0 COVER -
TYPE SC NOT TO SCALE SEPTEMBER 1984
STANDARD DETAILS S-39
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
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
COUNTY OF HAWAII SEPTEMBER 1984 SCALE: 1-112'' • 1'-0"
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
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
STANDARD DETAILS S-41
~ .
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
SEPTEMBER 1984 SCALE: 3" • 1'-0"
:
. 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)
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
S-44 STANDARD DETAILS
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
COUNTY OF MAUl COUNTY OF HAWAII
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
S-46 STANDARD DETAILS
II I II Scale: 3 = I - 0
MANHOLE RUNG DETAILS ·TYPE SF COUNTY OF KAUAI
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
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
CITY & COUNTY OF HONOLULU COUNTY OF MAUl
COUNTY OF HAWAII
PVC PIPE· BEDDING REQUIREMENTS STANDARD DETAILS S-47
NOT TO SCALE SEPTEMBER 1984
. . . . . . . . . . • .
• " . . 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
COUNTY OF MAUl COUNTY OF HAWAII
STANDARD DETAILS tor Public Works Construction September 1984
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.
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
OIL SEALS AND RELATED PIPING
NOT TO SCALE SEPTEMBER 1984
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
SEPTEMBER 1984 SCALE: 1" • 1'-0"
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
SEPTEMBER 1984 NOT TO SCALE
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
R EMO VABL E RAILING DETAILS
NOT TO SCALE SEPTEMBER 1984
STANDARD DETAILS P-7
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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
SEPTEMBER 1984 NOT TO SCALE
{,;., · 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
COUNTY OF KAUAI CITY & COUNTY OF HONOLULU
SPRINKLER VALVE CONTROL STANDARD DETAILS
NOT TO SCALE SEPTEMBER 1984
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
STANDARD DETAILS P-11
-~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
SEPTEMBER 1884 NOT TO SCALE
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
NOT TO SCALE SEPTEMBER 1984
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
SEPTEMBER 1984 NOT TO SCALE
SAFETY GUARDS
GENERAL NOTES
A. Framework
1. Guards thirty (30) inches or less in height and with a total surface area not in excess of ten (10) square feet may have a frame work of 3/8 in. solid rod, 3/4 in. x 3/4 in. x 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.------------'
STANDARD DETAILS tor Public Works Construction September 1984
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.
COUNTY OF MAUl COUNTY OF HAWAII
STREET NAME AND STOP SIGN DETAILS STANDARD DETAILS T-1
NOT TO SCALE SEPTEMBER 1984
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
SEPTEMBER 1984 NOT TO SCALE
COUNTY OF KAUAI COUNTY OF MAUl
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 KAUAI COUNTY OF MAUl
COUNTY OF HAWAII TYPICAL LOCATIONS FOR STOP SIGNS
NOT TO SCALE SEPTEMBER 1984
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.
COUNTY OF MAUl COUNTY OF HAWAII
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 KAUAI COUNTY OF MAUl
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 KAUAI COUNTY OF MAUl
COUNTY OF HAWAII
RAISED PAVEMENT MARKERS
RAISED PAVEMENT MARKERS
NOT TO SCALE SEPTEMBER 1984
STANDARD DETAILS T-7
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
SEPTEMBER 1984 NOT TO SCALE
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 KAUAI COUNTY OF MAUl
COUNTY OF HAWAII
TVPICA L INTERSECTION 0 ETAIL.
FOR STRIPING NOT TO SCALE SEPTEMBER 1984
STANDARD DETAILS T-9
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
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T-12 STANDARD PARKING DESIGN STANDARD, COUNTY OF KAUAI DETAILS ONE-WAY TRAFFIC
SEPTEMBER 1984 NOT TO SCALE
z 0 .... .... 0 Ill n )o r-m
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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 •
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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
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