STANDARD PLAN S FOR PUBLIC WORKS CONSTRUCTION Plans for Public...link fence combination 622-3...

STANDARD PLAN SFOR

PUBLIC WORKSCONSTRUCTION

2012 Edition

Written And Promulgated By

Public Works Standards, Inc.

Published By

~Bui/ding 11~ewsDivision of BNi Publications, Inc.

990 Park Center Drive, Suite E, Vista, CA 92081

1-760-734-1113

= ~Bui/ding News

BNi PUBLICATIONS, INC.

990 Park Center Drive, Suite E

Vista, CA 92081

Copyright O 2013 by BNi Publications, Inc. All rights reserved. Printed in the United States ofAmerica. Except as permitted under the United States Copyright Act of 1976, no part of this publicationmay be reproduced or distributed in any form or by any means, or stored in a data base or retrievalsystem, without the prior written permission of the publisher.

While diligent effort is made to provide reliable, accurate and up-to-date information, neither BNiPublications Inc., nor its authors or editors, can place a guarantee on the correctness of the data orinformation contained in this book. BNi Publications Inc., and its authors and editors, do herebydisclaim any responsibility or liability in connection with the use of this book or of any data or otherinformation contained therein.

ISBN 978-1-557P11-744-4

BY WAY OF EXPLANATION

This edition of Standard Plans for Public Works Construction is the fruition of several decades ofintensive work by amulti-governmental agency subcommittee of the Public Works Standards, Inc.,American Public Works Association, and the Southern California Districts, Associated GeneralContractors of California.

These plans, representing the professional thinking of the leading public works officials and privatemembers of the construction industry, were prepared to answer a need for uniform design governingpublic works construction performed for the many cities, counties and public agencies. This need datesback to the very founding of these governmental jurisdictions.

Uniform plans, embracing the most modern design and construction techniques, will greatly benefitboth the general public and the private contracting industry. Such plans will eliminate conflicts andconfusion, lower construction costs and encourage more competitive bidding by private contractors.

The prime sponsors of this effort have been the City and County of Los Angeles, County of Ventura,City and County of San Diego, City of Long Beach, City of Burbank and County of Orange. In the caseof Los Angeles County, this includes the Road Department, Flood Control District, CountyEngineer/Facilities Department and the Sanitation Districts. In addition to these major organizations,numerous municipal agencies, large and small, served a key role on the various task forces.

The Standard Plans are to be used in conjunction with the Standard Specifications for Public WorksConstruction as a companion document. This latter document has been in existence since 1967 and iscommonly referred to as the "Greenbool~'. The Standard Plans, being engineering plans, are subject tothe provisions of Chapter 7, Division 3, Business and Professions Code, State of California when used inthat state. As such, they must be approved by a registered professional engineer to indicate his or herresponsibility for them. In addition, they do not have the legal effect of a contract document orconstruction plan until officially adopted by the particular user agency.

The plans are numbered with a three digit prefix and a single digit suffix. The first number denotesthe section in which the plan is located. The suffix is used to denote changes. All plans when originallyapproved will bear the suffix "0". As they are amended, the suffix will be numbered to denote thechange number.

The Standard Plans for Public Works Construction will be revised periodically and reprinted toreflect advanced thinking and the changing technology of the construction industry. Amendments andadditions, together with an updated Table of Contents. Subsequent editions will be published asadditional material is prepared. To this end, the Public Works Standards, Inc. will continue to study andrecommend changes to both the Standard Plans and Standard Specifications. Interested parties whowish to suggest additions or amendments may communicate with the Public Works Standards, Inc., c/oAssociated General Contractors of California, 1906 W. Garvey Avenue South, Suite 100, West Covina,CA 91790.

This document is copyrighted by BNI Publications, Inc. in behalf of the Public Works Standards,Inc., and reproduction is expressly prohibited except that User Public Agencies may reproduceindividual elements of these Standard Plans for their own Agency use. No other reproduction isauthorized except by express written permission of the publisher.

TABLE OF CONTENTS

SECTION 1Street Improvements

GENERAL100-2 TOPOGRAPHY SYMBOLS AND ABBREVIATIONS101-2 ABOVE GROUND UTILITIES LOCATION IN PARKWAY

SIDEWALKS. DRNEWAYS. AND RAMPS11x2 DRIVEWAY APPROACHES111-5 CURB RAMP112-2 CURB AND SIDEWALK JOINTS11&2 SIDEWALK AND DRNEWAY REPLACEMENT

CURB AND GUTTER12x2 CURB AND GUTTER- BARRIER121-2 CURB AND GUTTER- MOUNTABLE122-2 CROSS AND LONGITUDINAL GUTTERS123-2 CROSS GUTTER AT T-INTERSECTIONS

PAVEMENT13x2 ALLEY INTERSECTION131-2 CONCRETE BUS PAD132-3 CONCRETE PAVEMENT REPLACEMENT13&3 ASPHALT CONCRETE PAVEMENT REPLACEMENT134-2 CONCRETE PAVEMENT JOINT DETAILS

MEDIAN14x3 MEDIAN TAPER141-2 MEDIAN FLARE15x3 CURB DRAIN151-2 PARKWAY DRAIN152-2 RECTANGULAR FRAME AND COVER

TRAFFIC STRIPING170-0 PAVEMENT MARKERS AND TRAFFIC LINES171-0 PAVEMENT MARKINGS -ARROWS AND SYMBOLS172-0 STOP AND STOP BARCURB DRAIN17&0 INTERSECTION APPROACH STRIPING1740 CROSSWALK STRIPING17x0 PEDESTRIAN CROSSING17Cr0 LANE REDUCTION MARKING177-0 BIKE LANE MARKING AND STRIPING18Q0 PARKING LOT STRIPING AND SIGNING

SECTION 2Sewers and Sanitation

MANHOLES AND STRUCTURES200-3 PRECAST CONCRETE SEWER MANHOLE201-2 PRECAST CONCRETE SHALLOW MANHOLE202-2 DROP SEWER MANHOLE203-2 BRICK SEWER MANHOLE204-2 TERMINAL CLEANOUT STRUCTURE20x2 SEWER MANHOLE ADJUSTMENT206-2 MANHOLE RAISING RINGS207-2 PRECAST REINFORCED CONCRETE MANHOLE BASE208-2 BREAKING INTO EXISTING MANHOLES21 a3 24" (610mm) MANHOLE FRAMEANDCOVER-LOCKING NPE211-2 MANHOLE FRAME AND COVER -PRESSURE TYPE121-2 ANCHOR SYSTEM FOR PRESSURE COVER

FOR OTHER MANHOLES, SEE SECTION 6-GENERAL FACILRIES

PIPE APPURTENANCES22x3 CHIMNEYS221-2 PIPE ANCHORS AND BACKFILL STABILIZIERS222-2 HOUSE CONNECTION SEWER22&2 HOUSE CONNECTION REMODELING2242 SUPPORTS FOR CONDUITS ACROSS TRENCHES22x2 BLANKET PROTECTION FOR PIPES

SECTION 3Flood Control &Storm Drain Facilities

GENERAL30Q3 CURB OPENING CATCH BASIN301-3 CURB OPENING CATCH BASIN WITH GRATINGS) AND

DEBRIS SKIMMER302-3 CURB OPENING CATCH BASIN WITH GRATINGS)303 CURBSIDE GRATING CATCH BASIN304-3 GRATING CATCH BASIN -ALLEY (LONGITUDINAL)305-3 GRATING CATCH BASIN -ALLEY (TRANSVERSE)30Fr3 CURB OPENING CATCH BASIN AT DRIVEWAY3D7-3 CURB OPENING AT CATCH BASIN WITH MANHOLE IN

STREET30&2 MONOLITHIC CATCH BASIN CONNECTION30&2 CATCH BASIN REINFORCEMENT31 a3 CATCH BASIN FACEPLATE ASSEMBLY AND PROTECTION

BAR311-3 FRAME AND GRATING FOR CATCH &4SINS312 CATCH BASIN MANHOLE FRAME AND COVER313-3 LOCAL DEPRESSIONS AT CATCH BASINS3143 MODIFICATIONS FOR SIDE OPENING CATCH BASINS

MANHOLES AND JUNCTION STRUCTURES32x2 MANHOLE -PIPE TO PIPE [MAIN LINE ID = 36" (900 mm) OR

LARGER]321-2 MANHOLE -PIPE TO PIPE [ONE OR BOTH MAINLINE IDS

33" (825mm) OR SMALLER]322-2 MANHOLE - PIPE TO PIPE (LARGE SIDE INLET)32&2 MANHOLE -CONCRETE BOX STORM DRAIN3242 MANHOLE SHAFT -WITH ECCENTRIC REDUCER32G2 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER327-2 MANHOLE FOR EXISTING RCB328-2 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC

REDUCER329-2 PRESSURE MANHOLE SHAFT AND PRESSURE PLATE

DETAILS 36" (914 mm) WITHOUT REDUCER33x2 MANHOLE SHAFT SAFETY LEDGE331-3 JUNCTION STRUCTURE - PIPE TO PIPE [INLET ID t 24"

(600 mm) OR OD >'/ MAIN LINE ID]332-2 JUNCTION STRUCTURE -PIPE TO PIPE [ID 5 24" (600 mm)]332 JUNCTION STRUCTURE -PIPE TO RCB3342 JUNCTIONSTRUCTURE - PIPE TO PIPE ~INLEf D < 30" (750 mm )]33x2 PIPE CONNECTIONS TO EXISTING STORM DRAINS

TRANSI110N STRUCTURES340-2 TRANSITION STRUCTURE PIPE TO PIPE341-2 TRANSITION STRUCTURE SINGLE RCB TO SINGLE RCB342-2 TRANSITION STRUCTURE RCB TO PIPE34&2 TRANSITION STRUCTURE SINGLE RCB TO DOUBLE RCB344-2 TRANSITION STRUCTURE DOUBLE RCB TO DOUBLE RCB34x2 TRANSITION STRUCTURE DOUBLE RCB TO TRIPLE RCB34Cr2 TRANSITION STRUCTURE TRIPLE RCB TO TRIPLE RCB

INLETS350-2 YARD INLET351-2 CSP FLARED INLET36x2 SLOPED PROTECTION BARRIER361-2 TRASH RACK (INCLINED)380-4 CONCRETE COLLAR FOR RCP 12" (300 mm) THROUGH 72"

(1800 mm)381-2 ABANDONMENT SEALS FOR MANHOLES AND INLETS382-2 WINDOW DETAILS FORM ULTIPLE RCB STRUCTURES38&2 VELOCITY CONTROL RING PRECAST RCP SECTION384-3 ENERGY DISSIPATOR -IMPACT BASIN WITH VERTICAL

BAFFLE WALL390-1 PRECAST REINFORCED CONCRETE BOX

TABLE OF CONTENTS — (Continued)

SECTION 4Street Lighting and TrafFc Signals

SERVICE401-1 ELECTRICAL SERVICE40&1 SERVICE CABINET40x1 PULL BOXES40&1 WIRING SERVICES

CONTROLLER CABINETS429-1 STEEL LIGHTING STANDARD TYPE 10430-1 CONCRETE LIGHTING STANDARD TYPE C-1431-1 CONCRETE LIGHTING STANDARD NPE C-2432-1 CONCRETE LIGHTING STANDARD TYPE C~43&1 CONCRETE LIGHTING STANDARD TYPE G6434-1 STREET LIGHTING DETAILS452-1 CONTROLLER CABINET TYPE 17045&1 SIGNAL STANDARDS454-1 SIGNAL HEADS AND FIXTURES45x1 SIGNAL FITTINGS45fr1 PEDESTRIAN PUSH BUTTON STAND457-1 LOOP DETECTORS45&1 TEMPORARY SIGNALS

SECTION 5Landscaping and Irrigation Systems

500-2 LANDSCAPE IRRITATION SYMBOLS501-3 ELECTRICAL SERVICE502-3 ANGLE VALVE50&3 GATE VALVE504-3 QUICK COUPLER VALVE50x3 HOSE BIBS VALVE50fr3 REMOTE CONTROL VALVE507-3 REMOTE CONTROL VALVE WITH QUICK COUPLER50&3 THRUST BLOCKS FOR PLASTIC PIPE509-3 IRRIGATION SPRINKLER HEAD510-3 VACUUM BREAKER ASSEMBLY511-3 BACKFLOW PREVENTER ASSEMBLY DOUBLE CHECK

TYPE512-3 BACKFLOW PREVENTER ASSEMBLY REDUCED

PRESSURE TYPE51 &3 ELECTRICAL PULL BOX5143 IRRIGATION CONTROLLER ENCLOSURE515-3 PIPE PINNING517-3 SWING JOINT ASSEMBLY518-3 TREE STAKING519-3 TREE WELL520-4 TREE PLANING521-3 PRESSURE REGULATOR INSTALLATION522 ROOT PRUNING5242 TEMPORARY TREE WELL COVER

SECTION 6General Facilities

PR07EC71VE FACILITIES600-3 CHAIN LINK FENCE AND GATES601-4 REINFORCED CONCRETE BLOCK WALL602-3 STANDARD PIPE GATE FOR ACCESS ROADS606-4 METAL HAND RAILINGS

RETAINING STRUCTURES61 a3 REINFORCED CONCRETE RETAINING WALL TYPE 1611-3 REINFORCED CONCRETE RETAINING WALL NPE 2612-3 REINFORCED CONCRETE RETAINING WALL TYPE 3613-4 REINFORCED CONCRETE RETAINING WALL TYPE 46143 REINFORCED CONCRETE RETAINING WALL NPE 5615-4 REINFORCED CONCRETE RETAINING WALL TYPE 6616-3 REINFORCED CONCRETE RETAINING WALL TYPE 7617-3 REINFORCED CONCRETE RETAINING WALL DETAILS61&3 MASONRY RETAINING WALL619-2 REINFORCED CONCRETE CRIB WALL620-2 STEEL CRIB WALL621-2 REINFORCED CONCRETE BLOCK WALL AND CHAIN

LINK FENCE COMBINATION622-3 CONCRETE BLOCK SLOUGH WALL

SUBSURFACE ACCESS630-4 4" (600 mm) MANHOLE FRAME AND COVER631 27" (686 mm) MANHOLE FRAME AND COVER632 30" (726 mm) MANHOLE FRAME AND COVER63&3 36" (914 mm) MANHOLE FRAME AND COVER63~r3 STEEL STEP63Cr2 POLYPROPYLENE -PLASTIC STEP MISCELLANEOUS

STRUCTURES640-4 REINFORCED CONCRETE STAIRWAY

SECTION 1

ree

m rovemen s

GONVEf~TIONAL SYMBOLS

FQ~ EXISTING TOPOGRAPHY

CURB

CURB AND GUTTER

GUTTER

PAVEMENT PCC

AC

ACCESS RAMP

BENCH MARK

BUILDING

DEAD MAN

DRIVEWAY

FENCE & GATE

FIRE HYQRANT

GUARDRAIL

GUY PALE

MANHOLE

PIPE

PROPERTY UNE

RAILROAD

RETAIPiING WALL

RETAINING WALL WITH.FENCE ON 70P

RR XING PROTECTION

SHRUB

SIDEWALK

SIGN (1 POST }

SIGN (2 POST )

EXISTING

,aTYPE OF PROTECTION

PROPOSED

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PRWdULGATED BY 7HEPUBLIC WURKS STANDARDS INQ TOPQGRAPHY SYMBOLS

STANQARD. PLAN

~180°g~ """~ AND STANDARD ABBREVIATIONS 100-2REV. 1093. 2IN1

SHEET 1 aF 4USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCl10N

EXISTING PROPOSED

SIGNAL CONTROL BOX ~

SIGNAL FLASHING

TRAFFIC

LOOP

SMALL STREAM ~'-~--~.---o-- ~--.f--.~--4R DITCH

SPRINKLER HEAD

STREET LIGHT

TREE PALMOAK J~.

OTHER

UTILITY POSE •

VALVE b

VAULT O

WALL. BRICK (BLOCK)CONCRETESTQNE

WELL ~W

STANQARD PLANS FOR PUBLIC WORKS CQNSTRUCTIONSTANDARD PLAN

140-2TOPOGRAPHY SYMBOLSAND STANDARD ABBREVIATIONS SHEET 2 OF 4

ABBREVIATIONS

AASHTO American Association of State Highway Transportation OfficialsABSAC Asphdlt ConcreteAPPROX ApproximatelyAS All SidesASTM American Society for Testing MaterialsASS'Y Assembly

BC 8egining of CurveBCR Begining of Curb Return

CB Catch BasinC'BORE CenterboreGIP Cast Iron PipeCF Curb FaceCL CenterlineCMB Crushed Miscellaneous BaseCONST Construct, ConstructionCONC ConcreteCSP Corrugated Steel PipeCU Copper

D Designation for RCP Load RatingDIA Diameter

EC End of CurveECR End of Curb ReturnEF Eaeh FaceEL ElevationEXIST, EXST ExistingEXP JT Expansion Join#

f c Designation for Compressive Strength of ConcreteFG Finished GroundFL Flowline

GP Ground ProfileGALV Galvanized

HEX Hexagonal

ID Inner Diameter

MAX MaximumMIN MinimumBAH Manhole

NC National Coarse Thread SeriesN0. NumberNPT (National Pipe Thread?)

QC On CenterOD Outer DiameterOG Original Ground

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARD P~a,ti

100-2TOPOGRAPHY SYMBOLSAND STANDARD AB B REVIAl10NS SHEET 3 OF 4

A66REVIATIDNS (CONTINUED)

PCC Pottland Cement ConcretePE PolyethylenePftCB Precast Reinforced Concrete BoxPT PoirrtPVMT Pavement

R RadusRC Reinforced ConcreteRCB Reinforced Concrete BaxRCP Reinforced .Concrete PipeREINF ReinforcedRR .RailroadR/W Right of 4Yay

SPPWC Standard Pfans for Public V~orks Gonstructio~SSPWC Standard Specifications for Public Works Canstructio~STD StandardSTL S#eelSTR GR Strvight Grade

T&G Ta~gUe and GrooveTRANS TransverseTYP Typical

VCP Utrified Clay Pipe

Wj nthWPJ Weakened Plane Joint

RING Crossing

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARd PLAN

100-2TYPQGRAPHY SYMBOLSAND STANDARD ABBREVIATIONS SHEET 4 dF 4

5' 1500 mm)

SEE NOTE 4~ ~ 24" 600 mm)

~ 6' 1800 mm)

Z 6" 150 mm)0

EC BACK OF WALK N 18" 450 mm)za

~ 24" (600 mm)~~ BC BACK OF WALK ECR

~ 0

~

6~~1

S~w

~ CO~ ~

°o m ~~J~o N

R~W ~.

~ ~ ~

~+0+ ~- D O ~+O*

E

.-. .-.

E E E E E E ~0 0

~

0 0 0 0 0 0~ ~c°o

v vr n ~ c°o~ ~ ~ ~ ~ ~

~ ~N ~

O ~ 00 O aD ~r) ~ r7 r- N

LEGEND

~o* FIRE HYDRANT (SEE NOTE 4)

~ VENTS AND POLES

o—i~ STREET LIGHTSo PEDESTAL


PROMULGATED BY THEPUBLIC ABOVE -GROUND UTILITIES STANDARD PLAN

WORKS STANDARDS INGCREENBOOK COMMI7lEE

1093 LOCATION IN PARKWAY ~ ~~ -2REV. 1996. 2009

SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

NOTES:

1. NO ABOVE-GROUND UTILITIES ARE ALLOWED INCONCRETE SIDEWALKS LESS THAN 6' (1800 mm) WIDE.

2. WHEN SIDEWALK IS 6' (1800 mm) WIDE OR MORE, ABOVE-GROUNDUTILITIES ARE ALLOWED AT LOCATIONS NOTED ON PLAN.

3, IN THE RETURN AND SIDEWALK TRANSITION AREAS,ONLY U1ILITIES CONSISTING OF STREET LIGHTS,TRAFFIC SIGNALS AND FIRE HYDRANTS ARE ALLOWED.

4. FfRE HYDRANTS SHALL NOT BE PLACED AT THE SAMECURB RETURN OCCUPIED BY A STREET LIGHT.

5. PEDESTALS SHALL BE PLACED AT INCONSPICUOUS LOCATIONS.

6. IN THE ABSENCE OF CURBS, THE FACE OF ALL ABOVE-GROUNDSTRUCTURES SHALL BE LOCATED A MINIMUM OF 10' (3000 mm)AWAY FROM THE TRAVELED WAY ON ALL RURAL HIGHWAYS AND6~ (1800 mm) ON RESIDENTIAL STREETS.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

101-2.ABOVE-GROUND UTILITIESLOCATION IN PARKWAY SHEET 2 OF 2

4' 1220 mm MIN

4' 7220 mm MIN .ice•.~ TRANSIIIQN

4:1 MINo~xN~

SF' :S!l::::: r ~

:' r~ a'; ̀' N OlE 81'iiM1 ~ilii

NOTE 2Y!'soo ::~:::: ¢as

10~,.,MAX

CURB ~ X ~( XCURB FACE 4' (1220 mm)

xaQ

"~ATYPE 1

AQRB

4' 1220 mm

R R~ ~

r J ~0~ 8 (NIA GRADE BREAKI~

3 3 NOTE 2x~lI

YU

~b~° X;E;:; b~1t;~ Q:~:

:v~ s:s:::::: % A

CUR ~-.--X —►}~---•~•. X ~ICURB FACE ~~ 4' (1220 mm)

~~~

A OR BSEE FIGURE 1

TYPE 2

CASE APARTS OF THIS STANDARQ PLAN SHOW INSTALLATION FOR TYPICALRETROFIT CONDITIONS, AND ARE NOT Fl1LLY COMPLIANT WITH CALIFORNIABUILQWG CODE REQUIREMENTS FOR NEW DEVELORMENT.

STANDARD PLANS FdR PUBLIC WORKS CONSTRUCTION

PRO►IULGA7ED 8Y 1HE STANDARD PLANPUBtJC WORKS STAFIDARDS INC.

GREEM9~K COMMITTEE1892

CjURB RAMP 111- 5REV. 1998. 20~. 2005, 2009,

USE WITH STANdARD SPECIFICATIONS FOR PUBLJC WORKS CQNSTRllCT10Nzms SHEET 1 OF 10

4~ (1200 mm)MIN

Y

GRADE BREAKS

w00

STR R m

X W X~T~T . '1

A

TYP ~ D

A

4' (1200 mm) GRADE BREAMIN

Y

INTEGRAL CURB

I4' (1200 mm)MIN

Y

r X T ~_ 'T' X '1

A

TYP ~ R

GRADE BREAK

W

T V D ~ (~`

C~~

4' (1200 mm)MIN Y

2%1° (25 mm) CF

SECTION A-A

CURB FACE, inches(mm)

X, inches(mm)

Y, inches(mm)

6" (150) or less 3~-0" (900) 4~-0° (1200)

7~~ (175) 3'-6" (1050) 4'-9'~ (1425)

8" (200) 4'-0" (1200) 5'-8" (1700)

9" (225) 4'-6" (1350) 6'-6" (1950)

10" (250) 5~-0" (1500) 7'-3" (2175)

11" (275) 5'-6" (1650) 8'-0" (2400)

12" (300) or more 6'-0" (1800) 8'-9" (2625)

NOTES:

1. RESIDENTIAL DRIVEWAYS SHALL BE 4"(100 mm) THICK PCC.

2. COMMERCIAL DRIVEWAYS SHALL BE 6"(150 mm) THICK PCC.

3. WEAKENED PLANE JOINTS SHALL BE INSTALLEDAT BOTH SIDES OF A DRIVEWAY AND AT10' (3.0 m) INTERVALS.

4. CURB FOR TYPE C DRIVEWAY SHALL BEINTEGRAL AND MATCH ADJACENTCONSTRUC110N.

5. REFER TO LOCAL DEVELOPMENT REGULATIONSFOR AMERICANS WITH DISABILITIES ACCESSREQUIREMENTS AND MAXIMUM PERMITTEDDRIVEWAY WIDTHS.


PROIAULGATED BY TFiE STANDARD PLANP~B~°"'~"SST""°,~°S'"°.GREENBOOK COMMITTEE DRIVEWAY APPROACHES //~1 1 0-1884 L

REV. 1986, 2009USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1

OQ'P~

F 4' (1220 mm'E

l~ f

3Y X~ PLANTING g~a AREA ~

CURB'CURB FACE

WHERE PLANTING. AREA. ISAQJACENT TLl 'THE CURB RAMP,U5E CASE A, TYPE 6

z ~~

P,~~ 4' (1220 mm}E

3 N

U

d ~

X

~ ~~N~~PLANTING

~ AREA

CURBCURB FACE

WHERE PLANTING AREA ISADJACENT TO THE CURB RAMP,USE CASE A, TYPE 6

BCR

2% MAXGRADE BREAK

iNpTE 8

2% MAX

~'

BREAK

n

/~~

TYPE 3

TYPE 4

CASE A

STANDARD PLANS FOR PUBLIC WQRKS CONSTRUCTIONSTANDARD PLAN

171-5CURB RAMPSHEET 2 OF 7Q

AORB

4' 1220 mmR R

~`~ ~~NQTE 2 8.33 I ~~'xQ I 8~3~

N,~

DbE BREAKI

} e

h a 16 NIC~i

~ PLANTING AREA

NOTE ':=:~ x;;_M a;_;; PLANTING AREA

....~

CURB -•~CURB FACE +

120Q mmolx~I~

AORBSEE FIGURE 1 TYPE 5

PARKWAY

~ a

2~ a

~ ~ ~zd z

P4' ~ 22o mm ~

mm MIN R Z~r,.-- ~~~

cv a NOTE 2 $ `.~9; ; = 2

:;: .

NOTE 8 '~~ p~ ~`

PLANTING AREA '*~~ TYPE 6

CURB'CURB F

1F PLANTING AREA IS NOT'ADJACENT TO SIDE FLARE, USE"X" PER TABLE 2 FOR THAT FLARE CASE A


111-5CURB RAMPSHEET 3 OF 10

C

~~

~~} J N R 2 ~i~ N~ ~~ RLV Q NQ

a a ~ 8.33 MAX ~~:` 8, 3% MAX—.~

CURB NOTE 8

CURB FADE ~ X

4' Q(122(? mm) .,r,l ~~

C ~

TYPE 1

2qiii+ M A~

-~c'1''/+ ~~ `~Q

NOTE ~~° ~

:<,.4~

~-~ ~ ~ TYPE 2Y ~ N ~~ P~'' ;' S X41

~{~ ~ !~ 3

a a NOTE 2 ~~~~ ~ ~y+

CURB +CURB FACE ~ ~~ G

,y0

L~

CASE B

STANDARD PLANS FOR PUBLIC WORKS CQNSTRUCTION STANDARD PLAN


A

SKEW ANGLE, a4'

SKEW ANGLE a=45' (1220 mOFFSET b=0 NOTE 2UNLESS OTHERY~SENOTED ON PLANS s

:::: ;~Y si ~4

:` MOC ~

NOTE

QFFSET, b

~~RB CASE Ccu~a FacE X

z

.,

YJ 0d

~ ̀~ SEE DETAILa~ A.B,CORD OTE8

o x 'Q N~ A e'33~~. A TYPE 1~~,.:,~=Y NOTE 2 ~~; ~qAX

PLANTINGa AREA

REGRAQE ~ X=4' (1220 mm)Y IF ADJACENT TO

CUR PLANTING AREA,CURB FACE OTHEWiSE SEE TABLE 1

Y

,-.E

SEE DETAIL A, B, G OR D E0

A = — q Nr} J i 8.33%'~ii- ~-

3 3 ~ ~x ;~ ~ 5 MAX ~cvJa NOTE 8~ v ~2a c~a. d

NOTE 2

CURBCURB FACE TYPE 2

CASE D

STANDARD PLANS FOR PUBLIC WQRKS C(~N~TRUCTION srANOa,RO P~aN


4' (1220 mm~~~

m

~, ~OL

Q Z ORA ORB ~ESs

~~x s r--~1 r~~.. 'z~ 4~ (1220 mm

3 e~ ~a PLANINGa AREA

CURB ~CllRB FACE

X=4' (1220 mm)VYHEN ADJACENTTO PLANTING AREA

Y

~ ~Y

Q Vn.

CURBCURB F

S

NQT

X~QN

~~' X

(t~~t7 mm)

0x

~ ~

MARKEDCROSSWALK

S

x~~

ca~

z aRC LES

~~~

X _~_ 4' _~_ X(t2zo mm)

-i—~

0x\ "~ ~MARKED

CROSSWALK

BREAK

r tea% MAX

`NOTE 2NOTE 8

MARKEDCR05SWALK

TYPE 1

~~o UN

5~ MAX ~ MARKEDCROSSWALK

'GRADE BREAK

~~~ $ TYPE 2

CASE E

STANDARD PLANS FOR PUBLIC WdRKS CONSTRUCTION STANDARD PLAN

111-5CURB RAMPSHEET 6 OF 1fl

5EE NOTE 6R

EXISTINGROADWAY

5~X

eeauwev

Y 4' 1220 mm

ROUNDEEDG~~RAMP

TOP OF

A2-0 CURB AND GUTTER

SECTION A-A

SEE NOTE 6 PARKWAY

R Y 4' 1220 mm....~..—

EXtSTING RQUNDED TOP QF

ROADWAY EDGE RAMP

S_~~~~ ~-- 2~ A:

A2—Q CURB AND GUTTER

SECTION B-B

SEE NOTE 6 pgRKWAYR

EXISTING YROADWAY 4~ t~~~ mm) MIN

5~~...-?% AAAX

SECTION C-C

-macro MAx

U5E FIGURE 1 TO DETERMINEWHICH OF SECTIONS A—A, B—BOR C—C I5 APPRpPRIATE.

DEPRESS BACK OF WALKSEE DETAIL A, B, C OR D,SHEET 10.

DEPRESS BACK OF WALKSEE DETAIL A, B, C OR D,SHEET 10,

z 4~ z _,,,I1220 mm

~--~. DEPRESS BACK OF WALK

SECTION R-R

SECTION S-S.K

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 57AtJDARD PLAN


PARKWAY WIDTH, FT (m)4` 5' 6' 7' 8' 9' 10~ 11' 12' 13' 14' 15'

(1.

1° (25

2" (50

3" (75

Wz ~" (100

5" (125

w ~° ~~50U

7" {175

m 8" (200

U 9° (225

~ 10" (~5Q

O 31" (275

z 12" (300,OR MORE

1 B' 9 7' 18' 19' 2d'.8).(5.1) (5.4} (5.7) (6.0)~. ~

1 I■~~~~i\~/~~~~~~~~'I■■■■■.■■~~~'■■■■■i

FIGURE 1 - SECTIQN USAGE

NORMALCURB FACE,INCHES (mm} X, FT {mm)

SECTION Y—YY, FT (mm)

2"' (50) 4.014' (122Q) MIN 2.63' (790)

3° (75j 4.00' (1220} MIN 3.95' (1185)

4" (100j 4.00' (1220) M1N 5.26' {1580}

5" (125) 4.17' (1275) 6.58' (1975)

6" (150) S.~Q' .(1525) 7.90' (2370)

7" (175) 5.83` (1775) 921' (2765)

8" (20Q) 6,67' (2035) 10.53' (316Q)

9° (~25) 'T,~O' (2285 11.84' (3555)

10" (250) 8.33' (2540} 13.16' (3950]

11" (27b) 9.17' (2795) 14.47' (4340)

12" (300} 10.OQ' (3050) 15.79 (4735)

SEE SHEET 9 FOR STREET SLOPEADJUSTMENT FACTORS, ALL STREETS

TABLE 1 - XAND Y VALUES

TABLE 1 REFERENCE FORMULAS;X = CF f 8.333Y = CF / (8.333% — 2~ WALK CROSS SL{}PE)

WHERE FIGURE 1 5HOW5 U5E OF SECTION B—B, FIGURE ZDIMENSION AS FOLIdWS:

W = PARKWAY WIDTHL = LANDWG WIDTH, 4' (1.220 mm~ TYP

IF (Y+L)<W,THENZ =O

STANDARa PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARD PLAN


4~ 1224 mm

Z.D~ Z.UP.r-~1

GRADE BREAK

L~ x

T M~ T

CURB GUTTER I _ X.DOWN_~ ~~„r X.UPCURS FACE SLOPE, S r T~

(1220 mm)

TYPICAL CURB RAMP

x.00wN x.uP

BACK 4F WALK)

S GUTTER,~

SECTION T—T FLOW UNE

SLOPED STREET

FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLELTO THE STREET, X AND Z, URSTREAM AND DOWNSTREAM OFTHE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE.

FOR EXAMPLE, X.DOWN = X x K.DOWN

S K.DOWN K.UP

0~ 1.000 1.00Q0.2~ 0.977 1.Q250.5~ 0.943 1..0641% 0.$93 1.1362~ 0.806 1..31639a 0.735 1.5634~ 0.676 1.9235% 0.625 2.5Q0

TABLE 2 —SLOPE ADJUSTMENTS

TA6LE 2 REFERENCE FORMULAS:K.DOWN = 8.333 / (8.333 + S)K.UP = 6.333 / (6.333 — S)

STREET SCOPE ADJUSTMENTS

STANDARD PLANS FOR PUBLIC WORKS C~NSTRUCTiON STANDARd PLAN

~ ~ ~ :~`CI~f~B RAMPSHEET 9 OF 10

12" 305 mm

3/4"19 mm)

1;~~" ~_ ~ ~,~"

(6 mm) (6 mm)

GROOVING DETAIL

EO O O OII Er'na0 C? O O

NCO U O O

'— C°7 CU O O2.35°60 rnm)

~~°zY'p

m J PAVED SURFACE

8~~

DETAIL A

GRADEQSCOPE 2:1

NPAVED SURFACE.MAX ~

DETAIL C

0.90" iv{23 mm o ~n

SINGLEPATTERN ~ "TRUNCATED DOME"

DETECTABLE WARNING DET~fL

CONSTRUCT FENCE 0~ HANDRAILPER CONTRACT PLANS -~

6" (150 mm}

RETAINING CURE -~ ~ ~~~'~D SURFACE

(15d mm)

RETAINING CURB-~ UMP VED SURFACE

DETAIL D

GENERAL NOTES:

1. CONCRETE SHALL BE CLASS 520-C-250Q (31D-C-17) CONFQRMING TUSSPWC 2Q1-1,1.2 ANp SHALL BE 4" (10Q mm) THICK.

2. THE RAMP SHALL HAVE A 12" (305 mm) WIDE BORDEa WITH 1/4" (6 mm)GROOVES APPROXIMATELY 3/4" (19 mm) OC. SEE GROOVWG DETAIL.

3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE GROOMED SURFACE TEXTURECQNFORMING TO SSPWC 303-1.9.

4. U5E DETAIL °A°` OR "B" I~ EX«TING SURFACE BEHIND LANDWG IS PAVED.

5. USE DETAIL "C" OR °D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED.

6. R 3' (900 mm) UNLESS OTHERWISE SHOWN QN PL.AN. SEE SHEET 7.

7. ANGLE _ ~/2 UNLESS OTHERWISE SHOWN ON PLAN.

S. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERfALSSHALL BE PER CONTRACT DOCUMENTS.

STANDARD PLANS FC7R PUBLIC WORKS CONSTRUCTION STANDARD PLAN

~ ~ 1-5CURB RAMPSHEET 1 d OF 1 Q

~x

~ -~~ ~

tL w 3 3

v

CURB RAMP ~~

3 ~ ~ ~ ~ ~

wP~~,

~U

DRIVEWAY

EXP JT EXP JT BCR ~`'

ABBREVIATIONS:

WPJ WEAKENED PLANE JOINT BCR BEGINNING OF CURB RETURN~~ WPJ EXP JT EXPANSION JOINT ECR END OF CURB RETURN

NOTES:

WPJ ~, WEAKENED PLANE JOINTS SHALL BE USED FOR ALL JOINTS,EXCEPT THAT EXPANSION JOINTS SHALL BE PLACED AT THE

WPJ BCR AND ECR IN CURB, GUTTER AND SIDEWALK, AND AROUND

TREE WELL UTILITY POLES LOCATED IN SIDEWALK AREAS.

~~ WPJ 2. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT REGULAR„r-UTILI POLE INTERVALS NOT EXCEEDING 10' (3000 mm) IN WALKS AND~1.~ 20' (6000 mm) IN GUTTERS. JOINTS IN CURB AND WALK

EXP JT SHALL BE ALIGNED.

~~ 3. CURB AND GUTTER SHALL BE CONSTRUCTED SEPARATELY FROMSIDEWALK.

EXP JT EXP JT ECR

U PROPERTY LINEWPJ ~ m

v ~ ~

~~ ~ ~ ~ ~~ 3 3 wo~ ~

CURB RAMP W m

~' ~ ~~ a~ 3xw


PROMUL6AlID BY 7HE STANDARD PLANPUBIJC WORKS STANDARDS INC.

GREENBOOK COMMITTEE CURB AND SIDEWALK JOINTS //~1 1 2-1D84REV. 1996. 2009


WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADEPARALLEL TO CURB OR PROPERTY LINE

WALK ADJACENT TO PROPERTY LINEWALK LESS THAN 5~ (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE

IF LESS THAN 30"

P~ WALK SAWCUT P~ (~50 mm) REPLACE

WALK EXCAVATION REPLACE ENTIRE WALK

SAWCUT IF SCORELINE ENTIRE WALK REPLACE 30"

EARTH OR CONCRETE FILL-IN SAWCUT EARTH OR CONCRETE FILL-IN ~~50 mm) MIN

IF SCORELINEGUTTER GUTTER

WALK ADJACENT TO CURBWALK LESS THAN 5' (1500 mm) WIDE WALK 5~ (1500 mm) WIDE OR MORE

REPLACE 30"EXCAVATION (750 mm) MIN

WALK EXCAVATION REPLACE ~NALK SAWCU CUR IF LESS THAN 30"

ENTIRE WALK (750 mm) REPLACEGUTTER GUTTER ENTIRE WALK

FILL-IN REPLACEMENT

FILL-IN LESS THAN 5' (1500 mm) WIDE FILL-IN 5' (1500 mm) WIDE OR MORE

WALK L SAWCUT IF SCORELINE IF LESS THAN 30"

SAWCUT IF SCORELIN (750 mm) REPLACEFILL-IN SAWCUT ENTIRE FILL-IN

FILL-IN EXCAVATI N REPLACE EXCAVATION REPLACE 30"ENTIRE FILL-IN (750 mm) MIN

GUTTER GUTTER ~

WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADENORMAL TO CURB OR PROPERTY LINE

P~WALK oSAWCUT ~ 30° (750 mm) MIN

FILL-IN ~

CUR w

GUTTER

THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS.

IF AN EXCAVATION FALLS WITHIN 30" (750 mm) OF AN EXPANSION JOINT, CONSTRUCTION JOINT,WEAKENED PLANE JOINT, OR EDGE, THE CONCRETE SHALL BE REMOVED AND REPLACED TOTHE JOINT OR EDGE.

IF AN EXCAVATION FALLS WITHIN 12" (300 mm) OF A SCORELINE, THE CONCRETE SHALL BE REMOVEDAND REPLACED TO THE SCORELINE. THE SCORELINE SHALL BE SAWCUT BEFORE CONCRETE REMOVAL.

THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 30" (750 mm).


PROMULGATED BY 7HE STANDARD PLANPUBIJC WORKS STANDARDS INC.

GREENBOOK COMMITTEE SIDEWALK &DRIVEWAY REPLACEMENT //~1131893 `REV. 1996, 2009

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2

NOTES

1. CONCRETE WALK, FILL-IN AND DRIVEWAYS REMOVED IN CONNEC110N WITH CONSTRUCTION SHALL BEREPLACED TO NEATLY SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THECURB; ON CURVES, THE CUT SHALL BE RADIAL TO THE CURB.

2. DRIVEWAY APRONS IN WHICH THE '1N" DISTANCE IS LESS THAN 11' (3300 mm) SHALL BE REPLACEDIN THEIR ENTIRETY IF CUT IN ANY AREA.

3. DRIVEWAY APRONS IN WHICH THE "W" DISTANCE IS 11' (3300 mm') OR MORE MAY BE CUT WITHINTHE '1N° SECTION. THE MINIMUM REPLACEMENT SHALL BE 30" (750 mm) IN LENGTH. THE MINIMUMDISTANCE ALLOWED BETWEEN SUCH CUTS SHALL BE 14' (4200 mm').

4. DRIVEWAY APRONS IN WHICH THE '1N" DISTANCE IS 11' (3300 mm) OR MORE MAY BE CUT IN THE"X" OR "R" SECTION. REPLACEMENT SHALL BE THE ENTIRE "X" OR "f7' SECTION.

5. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OFTHE WALK, EXCEPT, WHERE WALK IS ADJACENT TO CURB, REPLACEMENT SHALL BE FROM BACK OFCURB TO BACK OF WALK.

6. WALK PORTIONS OF DRIVEWAYS SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADEPARALLEL OR NORMAL TO CURB.

7. REPLACEMENT OF THE "X' OR "R" SECTION SHALL MATCH EXISTING CONSTRUCTION.


113-2SIDEWALK &DRIVEWAY REPLACEMENT

SHEET 2 OF 2

.-.EE

u

U

e

O

wzJ

m

6" ~150 mm

ATTER 3:12

A1-6(150) ANDA1-8(200)

wZJ

m~'

6~~ U

150 mm

BATTER 3:12

~~ ~ SLOPE 2.0%

~~ LEVEL

~ ~ .. .'

.~.~ w~ z

J

u md'

~ 6~~ ~U\~1 150 mm

W

• BATTER 3:12

~ .. SLOPE 8.3~

(O .O

LEVEL ~ ~,

25 mm)

A2-6(150) AND A2-8(200)

A3-6(150) AND A3-8(200)

NOTES:

1. THE LAST NUMBER IN THE DESIGNATION ISTHE CURB FACE (CF) HEIGHT, INCHES (mm)

2. GUTTER WIDTH, W, IS 24" (600 mm)UNLESS OTHERWISE SPECIFIED.

3. TYPES A1, A2, A3 AND C1 SHALL BECONSTRUCTED FROM PCC.

4. TYPE D1 CURB SHALL BE CONSTRUCTEDFROM ASPHALT CONCRETE.

5. TYPE C1 CURB SHALL BE ANCHORED WITHSTEEL DOWELS AS SHOWN OR WITH ANEPDXY APPROVED BY THE ENGINEER.

6. ALL EXPOSED CORNERS ON PCC CURBSAND GUTTERS SHALL BE ROUNDED WITH A1/2" (15 mm) RADIUS.

wZJ

6•• 6 n m

(150 mm') MIN (150 mm

3/4" (20 mm) R

BATTER 3:12,, BOTH SIDES

J o D1-6 150 AND

mm") D1-8 200

~ ~ z~ E J~ #4x10"~4°OC`-' ~ ~ (#13M x 250 mm

~ v 6" v ~ 7200 mm OC)~ 150 mm')

GROUTED IN PLACE

c~ BATTER 3:12v 3~4~,

~—(20 mm)

3'~ (75 mm) ~

C1-6(150) AND C1-8(200)

STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION

PROMULGATED BY 7HESTANDARD PLAN

PUBIJGREQJBOOK~COMMIT7EE INS CURB AND GUTTER B A R R I E R 1//~ //~1984 1 LOLL

REV. 1996, 2009SHEET 1 OF 1USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

.~.E w~ z

J

v m

~ 6 ~~ U

150 mm)

~ ~.BATTER 8:12

U

~ ~: ~ ..~ ..o~... ~ .

~ .~

.-.~ wE ZJv m

~'6.. ~

U

150 mm

... BATTER 8:12

(~. ~ SLOPE 8.3%

~ ..LEVEL ~ ~ '

1"

o~ ~/~ ~nl (25 mm

~ z z-J J3/4"

v m (20 mm) R m~ ~\ 6.. ~ 6„ 6.. v

150 mm 150 mm MIN 150 mmBATTER 8:12

BATTER 8:12 BOTH SIDES

,SLOPE 2.0% v

~ ~ .. .. ~ ov.. '~ ~ ~

i.. ~ I D2-6(150)B3-6(150) X25 ~I-~--

NOTES:

1. THE LAST NUMBER IN THE DESIGNATION IS ~ ~ J #4 x 10" ~ 4' OCTHE CURB FACE (CF) HEIGHT, INCHES (mm). v o m #13M x 250 mm

~ ~ ~ 1200 mm OC)2. GUTTER WIDTH, W, IS 24" (600 mm) ~ `-' 6~~ ~

UNLESS OTHERWISE SPECIFIED. i~ GROUTED IN PLACE~ 150 mm

3. TYPES B1, B2, B3 AND C2 SHALL BE I •. ~ BATTER 8:12CONSTRUCTED FROM PCC. `~U .. 3~4,~

4. TYPE D2 CURB SHALL BE CONSTRUCTED ~ ~ (20 mm)FROM ASPHALT CONCRETE.

3" (75 mm)5. TYPE C2 CURB SHALL BE ANCHORED WITH j

STEEL DOWELS AS SHOWN OR WITH ANEPDXY APPROVED BY THE ENGINEER.

6. ALL EXPOSED CORNERS ON PCC CURBSAND GUTTERS SHALL BE ROUNDED WITH Ai/z" (15 mm) RADIUS.

CZ—G~~JO~


PROMULGATED BY THE STANDARD PLANPUBIJC WORKS STANDARDS INC.

GREENBOgC COMMITTEE CURB AND GUTTER -MOUNTABLE /~ ^~ -/1 ~ -/1ea4 L 1 I

REV. 1996. 2008USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1

1 ~ 4'(25 mm) 1200 m

2'600 mm (6(

N EEig

~~ • • •

4"(10o mm~t~

LONGITUDINAL

STREET SLOPE LESS THAN 4~

GUTTER TRANSITION GUTTER 1RANSI110NRIDGE

FLOW B A FLOW LINE XSTR GR LINE STR GR W

FLOW g~

15' CU 8 — — — (1800 mm) ~ 15' (4500 mm)

~_+ (4500 mm) p~~

~ '9 ~~sC(25 mm') ~ g ~

PROPERTY LINE m ~'~5~

00 mm) TYfB NOft1AAL CF

Eow

ECR1500 mm) TYP

ECRE

o MINUS 2~ (50 mm)w

Ep ~ E p~F p' o F o

u°~z~ 600m ) Omm) ~° Z~

FOUR EQUALLYvaZ GUTTER GUTTER vaZ

~~SPACED DOWELS ^~~ yy ;~FOR CONTACT

JOINTS-SEE NOTE 4XP JT EXP J

TYPICAL CROSS GUTTER PLANSTREET SLOPE LESS THAN 4~

GUTTER

CURB

NORMAL CFMINUS 2' (50 mm)~

GUTTER ~

LEVEL L(200 mm)

SECTION A-A

STREET SLOPE 4~ OR GREATER

STREET CENTERLINE

FLOW LINE

T

~~ ~

d'~ ~ ECR

PROPERTY mLINE

mm ~ (900 mm) FRB

EM N E (600 mm)

EN O

F~ ~

SECTION B-B SECTION C-C

UIm

PROPERTYLINE

~~ ~~

TYPICAL CROSS GUTTER PLANSTREET SLOPE MORE THAN 4~

~2F

(i oc

SECTION D-D

mm)

EQUALLY SPACEDIELS FOR CONTACT

JOINTS


PROMULGATED BY 7HE STANDARD PLANPUBIJC WORKS STANDARDS INC

GREFNBOOK COMMITTEE CROSS AND LON GI lU DI N AL GUTTERS ~ ~~~1984

REV. 1996, 2009

SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCl10N

WEAKENED PLANE JOINT OROPTIONAL CONTACT JOINTPER NOTES 1, 2 AND 3 ~

WEAKENED PLANE JOINTSPER NOTES 1 AND 2

~ ~1

15' (4500 mm ~~G

~ JOINT NEEDED WHEN~~~ ECR N1 = 46' (14 m) OR MORE

m 5~ CROSS GUTTERWEAKENED PLANE JOINTS

(1500 mm) TYP

PER NOTES 1 AND 2 5~(1500 mm) TYP

GUTTER

TYPICAL JOINT PLAN

N 0 TES:

1. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB ANDGUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN HEREON.

2. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2"(40 mm) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN24 HOURS AFTER CONCRETE IS PLACED.

3. DOWELS FOR CONTACT JOINTS SHALL BE #4 BARS 18'~ LONG(#13M BARS 450 mm LONG).

4. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEYGUTTER JOINS CONCRETE ALLEY INTERSECTION.

5. ALL EXPOSED CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 1/2"(15 mm) RADIUS.

6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED.


122-2CROSS AND LONGITUDINAL GUTTERSSHEET 2 OF 2

n~

CONCRETE CURB II—~'~ I~ AND GUTTER ~'I~

II I CONCRETE CURB —~ ~I~~ BCR AND GUTTER I ~IIo

ze~

~~Ir---~ o I--~

~ 5' I I ~~Im / 1500 mm

~ RIDGE / E

CU 15' 4500 mm V

o w/

/e

---

.n o,°

/ ~r o~L 3 I ~

-----FL

-£ -~ (900 mm) ~ ~

-I--- ~~-~1~16G_ _ FLOW 3 ICI ~~(900 mm) ~

WEAKENED PLANE~~

OR CONTACT JOINT A

PLAN ~ ~~ ~ ~~~ ~6'

SEE---~f ~--J

(~SOO mm)1~ 3' 3 1~

DETAIL A~ ~

(25 mm) (900 mm) (9D0 mm) (25 mm)CONCRETE CURB

E AND GUTTER~ E

M 1c`1J_

E EE ~ E

5,

1 ~ ~ ~ ~ 1 ~ o ~ °oN

(1500 mm)

v4~1 ~4~ v

'E A + 0.05' (15 mm)

~(100 mm) (100 mm) in E ~.9~ MINIMUM

PCC SIX EQUALLY SPACEDDOWELS FOR CONTACT

o~

O

~JOINTS ~jJ/

SECTION A-A E IM

~~~/ A + 0.~5' (45 mm)I EL A$ FL MINIMUM

~ EE ~ \

O1 ~ \

2~ E "~ ~~(600 mm) in o ~~ A + 0.05' (15 mm~E ~ ~~,~ MINIMUME

CV

5' CONCRETE CURB(1500 mm) AND GUTTER

SECTION B-BDETAIL A


PROMULGATED BY 1HE CROSS GUTTER AT STANDARD PLANPUBLJC WORKS STANDARDS INC

GREDJBOOK COGMITfEE1893 T I N TE R S E C TI O N S 123- 2


NOTES:

1. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2"(35 mm) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN24 HOURS AFTER CONCRETE IS PLACED.

2. DOWELS FOR CONTACT JOINTS SHALL BE #4 BARS 18" LONG(#13M BARS 450 mm LONG).

3. ALL EXPOSED CORNERS SHALL 8E ROUNDED WITH 1/2~' (15 mm) RADIUS.

4. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED.


123-~CROSS GUTTER ATT INTERTERSEC TIONS SHEET 2 OF 2

E

0:~- oN

Bw

A 8.3%* 5%* A

,c. O

RIDGE ~ 2~~ —~I— —

C',~ 4

FLOW LINE---~ --

STANDARD APPROACH

B~'E A E~ 8.3% 5~* f~

o '~ G

W ~N ~ ~2q~ ~ ~o ~- R1DGE -~ I EC

m R I ~ G~ R~ \ O

B~ ^``FLOW LINE~~ — — — BC

SEE NOTE 2

d1 d2

SECTIONA-A

ANGLED APPROACH

SECTIONB-B

W, ft 8' 10` 15' 20' 25 30W, mm (24QOmm~ 3000mm (450Dmm)(600dmm)(7500mm)(9000mm)

d1, ft Q.33' 0.42' 0.63' 0.83' 1.p4 1.25MAX (100 mm) 125 mm (186 mm)(250 mm)(313 mm)(375 mm)

d2, ft 0..17' 0.25' 0.25' 0.25' 0.25 0.25MIN (5t? mm) (75 mm) (75 mm) (75 mm} (75 mm)(75 mm)

1. FOR CASE A, THE RADIUS OF THE CURE RETURN, R, IS EQUAL TO THE PARKWAY NFlDTFfi.

2. ALLEY INTERSECTION SHALL BE PCC, CLASS 520–C-2500 (31 ~–C-17~, 6" (150 mmj THICK.CURB SHALL BE INTERGRAL TYPE "A°.

3. ASTERISKS, *, SHOW MAXIMUM GRADES.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTfON

PROMULGATED @Y h1E STANDARD PLANPUBLIC ~K~SC~DMk~~ INC. ALLEY I N TERSECTI QN 130-21984

REV. 1998, 2~SHEET 1 OF 1USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

CURB AND GUTTER Vm

CURB FACE

A EDGE OF GUTTER

SEE NOTE 3 3 PCC ON CMBJ

Z SEE NOTEO

QF

HwW AC PVMT

W/2 ~ L

TYPICAL BUS PAD

W/2

SEE NOTE 2 yy— _ ___ ~ SEE NOTE 3

SIDEWA

ANDYGUTTER

IT

SECTION A-A

SEE NOTE 11 ~ E

PCC EXISTING SIDEWALK ~ E E

a°, E ~

SEE NOTE 4 ~ PCCN a

v:y. .v y.

'~ e'.-~yy~.

-a ,:p.'~~:~~• : •• •

CURBAND ' o

M •:~ :~~ ̀ ~'",..'.:;..

GUTTER

m 3/4' (20 mm) ~ ~ m

EXISl1NG CURB ~IAND GUTTER

CMB CMBSEE NOTE 5

SECTION B-B SECTION C-C


PROMULGATED BY 7HE STANDARD PLANPLIBIJC WORKS STANDMUS INC.

GREQJBOOK COMMITTEE CONCRETE BUS P A D ~ ~~ ~1893

REV. 1996, 2009


..W

EE

~ o EwsnNC currER ^~~ ~noTM oR W ~ 12.~ N 2' (600 mm) ~ 00 mm

AC PAVEMENT

~ p SEE NOTE 6 PCC JOINZ ~ iFN a PCCw o :.~ •e ''~ ::'

PVMT AC

.• :Y V.•:

Y:y. p~'.y ~ •O

r

L~.~~

EXISTING CURB ~ '~ ~.:: em

m

SEE NOTE 4 CMBCMB

SECTION D-D SECTION E-ESEE NOTE 14

PCC , ~ ~H

1 TO BBATTER

m

CMB

SECTION F-FNOTES:

1. DIMENSIONS: (UNLESS OTHERWISE SHOWN)L = 85' 26 m) T = 8" 2d0 mmW =10' 3m) B= 6"~150mm3

2. USE SEC110N B—B FOR EXISTING CURB AND GUTTER THAT IS TO REMAIN.USE SECTION C—C FOR NEW CURB AND GUTTER.USE SECTION D—D FOR EXISTING CURB THAT IS TO REMAIN.

3. USE SEC110N E—E FOR EXISTING AC PAVEMENT.USE SECTION F—F FOR NEW AC PAVEMENT.

4. AT LOCATIONS WHERE PCC PAVEMENT WILL ABUT EXISTING CONCRETE, AN EPDXY APPROVED BY THEENGINEER SHALL BE APPLIED TO THE EXISTING CONCRETE SURFACES PRIOR TO CONCRETE PLACEMENT.

5. IF B + T IS Z 300 mm (12'), CMB CHALL EXTEND UNDER NEW CURB AND GUTTER.6. CONSTRUCT ONGITUDINAL WEAKENED—PLANE JOINT TO MATCH ADJOINING EXISTING GUTTER WIDTH, OR

2' (600 mm IF NO ADJOINING GUTTER EXISTS.

7. USE 2"x4° (50x100) HEADER TO FORM 3-1 /2" (90 mm) STEP. TOP OF HEADER SHALL BE SET TO LINEAND GRADE.

8. ALL EXPOSED PCC CORNERS SHALL BE ROUNDED WITH A 1/2° (15 m) RADIUS.9. SURFACE OF CONCRETE SHALL HAVE A ROUGH TRANSVERSE BROOM FINISH.

10. WHERE DESIGNATED BY THE ENGINEER, UNDESIRABLE SUBGRADE MATERIAL SHALL BE REMOVED ANDREPLACED WITH CMB.

11. WHERE NEW CURB AND GUTTER IS CONSTRUCTED ADJACENT TO EXISTING SIDEWALK, SIDEWALK SHALLBE REMOVED AND REPLACED TO NEAREST SCORELINE.

12. CONSTRUCT TRANSVERSE WEAKENED PLANE JOINTS IN BUS PAD PAVEMENT AT APPROX. 10' (3 m') INTERVALS.

13. CONSTRUCT TRANSVERSE WEAKENED PLANE JOINTS IN BUS PAD PAVEMENT AT ALL EXISTING CURB/CURB& GUTTER CONSTRUCTION JOINTS AND WEAKENED—PLANE JOINTS.

14~ DIMENSIONS OF ~HE BUSEPAD EA~D CONCR~E ENPOUREDMDNRECTI„Y USINGA HE EXISTING PA~MENTiAS AFORM. THE CONCRETE EDGES SHALL BE ROUNDED WITH A 1/2 (15 mm3 RADIUS.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARD PLAN

13~-2CONCRETE BUS PADSHEET 2 OF 2

.-.E

ZJ

Q QZ0

2~ O0

.-.

Ez~ N°~' E

v~ilZz EXCAVATION I J'`' °o zw~~ i~l°`.'~

3'(900 mm)

MIN~ PCC REMOVAL AND REPLACEMENT

~ °ooE Z SAWCUT a, ~ LESS THAN

3 900 mmM ~ ~ EXISTING M o~% TRANSVERSE JOINT

UL~

~ E 3' 900 mm~ i.~ o ~ +' OR MORE

Z °'

0 3'F 900 mmUW MIN0

SAWCUTS PERPENDICULARTO EXISTING JOINTSi

EXIST PCCPAVEMENT

PLAN

~:r

U

N ~ TRENCH WIDTH _ i

REPLACEMENT SECTION

~WCU T


PROMULGAIID BY 7HE STANDARD PLAN

PUBIJGREENBOOK COIIMITfEE'N~1893 CONCRETE PAVEMENT REPLACEMENT 132- 3REV. 2005, 2009


NOTES:

1. THE EXTENT OF REPAIRS FOR CONCRETE CUTS NOT SHOWN ON THIS STANDARD ORCUTS MADE WITHIN 3' (900 mm) OF EXISTING PATCHES, CRACKS, OR DETERIORATEDSLABS SHALL BE DETERMINED BY THE ENGINEER.

2. CONCRETE PAVEMENT SHALL BE REMOVED PER SSPWC 300-1.3.

3. BACKFILL AND DENSIFICATION SHALL CONFORM TO SSPWC 306-1.3.

4. TEMPORARY RESURFACING SHALL BE PLACED PER SSPWC 306-1.5.1.


132-3CONCRETE PAVEMENT REPLACEMENTSHEET 2 OF 2

TRENCH WIDTH

T + 1° 25 mm)MIN AC PAVEMENT

EXISTING AC PAVEMENT T

~/

BACKFILL

CASE I - WITHOUT BASE

TRENCH WIDTH

T + 1° 25 mm)MIN AC PAVEMENT

EXISTING AC PAVEMENT T

EXISTING BASE B B BASE

~ ~

BACKFILL\~

CASE II - WITH BASE

TRENCH WIDTH

AC PAVEMENT

EXISTING AC PAVEMENT T T

•~ ~ PCC PAVEMENT, 520—A-2500EXISTING PCC PAVEMENT C ~'' a: ~ ~~ . ~ • ~ .:a. ~ ~ . ' • (310—A-17).. .

/ .a i / /

~ ~~\ ~~ C + 1 " a 25 m m \i~~\;~ MIN

~ BACKFILL

CASE III - AC PVMT ON PCC PVMT


PROMULGATED BY THE ASPHALT CONCRETE PAVEMENT STANDARD PLANPUBLIC WORKS STANDARDS INC.

GREQJBOq( CAMMIT7EE1093 REPLACEMENT 133-3

REV. 2005, 2009


NOTES:

BACKFILL AND DENSIFICATION SHALL CONFORM TO SSPWC 306-1.3.

3. TEMPORARY RESURFACING SHALL 8E PLACED PER SSPWC 306-1.5.1.


133-3ASPHALT CONCRETE PAVEMENTREPLACEMENT SHEET 2 OF 2

JLL f\L I ~~l'~ 1 IIYJLI\ 1 VL 1 /11L

600 mm) ~E BARS

ADJACENT LANE

CONTACT JOINT WITH KEYWAY AND TIE BAR

~"(25 mm) ~

E ~ ~N ~ _ E ~~

° N ~ ~I~v

METAL OR WOODEN INSERT TO BE~ PLACED ON FORMS.

`V ~ l~~ _ _ _ _ ~~ CONCRETE FORM----

KEYWAY INSERT DETAIL

NOTES:

1. LONGITUDINAL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN. CONTACT ORWEAKENED PLANE JOINTS MAY BE USED AT THE CONTRACTOR'S OPTION.

2. TRANSVERSE WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT INTERVALSOF 15' (4500 mm) AND SHALL BE AT LEAST 5' (1500 mm) FROM ANY TRANSVERSECONTACT JOINT. (SEE NOTE 5.)

3. TRANSVERSE CONTACT JOINTS SHALL BE CONSTRUCTED AS SHOWN HEREON ATALL CONSTRUCTION JOINTS AND AS DIRECTED BY THE ENGINEER.

4. SPACE TIE BARS AT 36" (900 mm) ON-CENTER FOR TRANSVERSE JOINTS AND45" (1200 mm) FOR LONGITUDINAL JOINTS. PLACE IN MIDDLE THIRD OF SLAB.

5. SEE SSPWC 302-6.5 FOR DETAILS ON CONCRETE PAVEMENT JOINTS.

6. CONSTRUCT CONTACT JOINTS IN THE APPROACH SLABS AT THE FIRST THREETRANSVERSE JOINTS OF CONCRETE INTERSECTIONS.


PRanu~c~hn er nie STANDARD PLANPUBLIC WORKS STANDARDS ING

GREENBOOK COLIMITTEE CONCRETE PAVEMENT JOINT DETAILS //~134-1D93 LREV. 1996, 2009


Y=2.25W( L)2

L=LENGTH OF TAPERW=MAXIMUM OFFSET DISTANCEX=DISTANCE ALONG BASE LINEY=OFFSET FROM BASE LINE

L, ft (m) DISTANCE X, L 12 INCREMENTS, ft m60' 5' 10' 15' 20' 25' 30 35 40 45 50 55 60

(18.00) (1.50) (3.00) (4.50) (6.00) (7.50) (9.00) (10.50) (12.00) (13.50) (15.00) (16.50)(18.00)72 6 12 18 24 30 36 42 48 54 60 66 72

(21.60) (1.80) (3.60) (5.40) (7.20) (9.00) (10.80) (12.60) (14.40) (16.20) (18.00) (19.80)(21.60)90 7.5' 15' 22.5' 30' 37.5' 45 52.5' 60' 67.5' 75' 82.5' 90'

(27.00) (2.25) (4.50) (6.75) (9.00) (11.25) (13.50) (15.75) (18.00) (20.25) (22.50) (24.75)(27.00)120 10 20 30 40 50 60 70 80 90 100 110 120

(36.00) (3.00) (6.00) (9.00) (12.00) (15.00) (18.00) (21.00) (24.00) (27.00) (30.00) (33.00)(36.00)150 12.5 25 37.5 50 62.5 75 87.5 100 112.5 125 137.5 150

(45.00) (3.75) (7.50) (11.25) (15.00) (18.75) (22.50) (26.25) (30.00) (33.75) (37.50) (41.25) (45.00)

W, ft(mm OFFSET Y, ft (mm)10 0.16 0.62 1.41' 2.50' 3.75' 5.00 6.25 7.50 8.59' 9.38' 9.84' 10.00'

(3000) 47 188 422 750 1125 1500 1875 2250 2578 2812 2953 300011 0.17 0.69' 1.55 2.75 4.13 5.50 6.88 8.25 9.45' 10.31' 10.83 11.00

(3300) (51) (206) (464) (825) (1238) (1650) (2063) (2475) (2836) (3094) (3249) (3300)12' 0.19' 0.75' 1.69' 3.00' 4.50' 6.00' 7.50' 9.00' 10.31' 11.25' 11.81' 12.00'

(3600) (56) (225) (506) (900) (1350) (1800) (2250) (2700) (3094) (3375) (3544) (3600)19 0.30 1.19' 2.67' 4.75' 7.13 9.50' 11.88 14.25' 16.33 17.81' 18.70 19.00

(5700) (89) (356) (802) (1425) (2138) (2850) (3562) (4275) (4898) (5344) (5611) (5700)20 0.31' 1.25' 2.81' 5.00' 7.50' 10.00' 12.50' 15.00' 17.19' 18.75' 19.69' 20.00'

(6000) (94) (375) (844) (150x) (2250) (3000) (3750) (4500) (5156) (5625) (5906) (6000)21 0.33 1.31 2.95 5.25 7.88 10.50 13.13 15.75 18.05 19.69 20.67 21.00

(6300) (98) (394) (886) (1575) (2363) (3150) (3937) (4725) (5414) (5906) (6202) (6300)22 0.34 1.38 3.09 5.50 8.25 11.00' 13.75 16.50 18.91 20.62 21.66 22.00

(6600) (103) (412) (928) (1650) (2475) (3300) (4125) (4950) (5672) (6188) (6497) (6600)

NOTE:

TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y=2.25W(X~FOR THE PORTIONS AB' AND C'D' WHICH ARE PARABOLIC CURVES. THE POR110N B'C' IS A ~TANGENT. WHEN THE BASE LINE IS CURVED, THE OFFSETS ARE APPLIED TO THE CURVEDBASE LINE, AND BBC' IS NO LONGER A TANGENT.


PRONULGA7ED BY lHE STANDARD PLANPUBIJC WORKS STANDARDS INC.

GREENBOOK COMMITTEE MEDIAN TAPE R 1 40- 31884REV. 1992. 1996, 2009


L = LENGTH OF FLAREW = MAXIMUM OFFSET DISTANCE Y = W~X~2X = DISTANCE ALONG BASE LINE LY = OFFSET FROM BASE LINE 2WT = TANGENT LENGTH TAN 8 = ~

R = RADIUS OF NOSE8 = MAXIMUM FLARE DEFLECTION ANGLE T = R TAN e

OFFSET Y, ft (mm)

IF STATION OF RADIUS POINT IS NOTGIVEN ON PLAN, TANGENT DISTANCET MAY BE IGNORED

X, ft mL, ft W, ft 10 15 20 25 30 40 45 50 60 70 75 80 90 100m mm 3.0 4.5 6.0' 7.5 9.0' 12.0 13.5' 15.0 18.0' 21.0 22.5' 24.0 27.0 30.0

WL =1:525 5 0.80 1.80 3.20 5.007.5 1500 240 540 960 150050 10 0.40 0.90 1.60 2.50 3.60 6.40 8.10 10.0015.0 3000 120 270 480 750 1080 1920 2430 3000

W L = 1:1050 5 0.20 0.45 0.80 1.25 1.80 3.20 4.05 5.0015.0 1500 60 135 240 375 540 960 1215 1500100 10 0.10 0.23 0.40 D.63 0.90 1.60 2.03 2.50 3.60 4.90 5.63 6.40 8.10 10.0030.0 3000 30 68 120 188 270 48D 608 750 1080 1470 1688 1920 2430 3000

W L = 1:'1545 3 0.15 0.33 0.59 D.93 1.33 2.37 3.0013.5 900 44 100 178 278 400 711 90075 5 0.09 0.20 0.36 D.56 0.80 1.42 1.80 2.22 3.20 4.36 5.0022.5 1500 27 60 107 167 240 427 540 667 96D 1307 150090 6 0.07 0.17 0.30 0.46 0.67 1.19 1.50 1.85 2.67 3.63 4.17 4.74 6.0027.0 1800 22 50 89 139 200 356 450 555 800 1089 1250 1422 1800


PROMULGATED BY TFiE STANDARD PLANPUBIJC WORKS STANDARDS INC.

GREENBOOK COMMITTEE MEDIAN FLA R E 1 41 - 21984REV. 1996, 2009


RIW ~ I PIPE PER IMPROVEMENT\~ OR GRADING PLAN

1MAX. SLOPE 1:1 .~*

HINGE COVER AT TOP OF FRAME

RECTANGULAR FRAMEAND COVER

INLET PER CASE I, II, OR III PER SPPWC 152

SEE NOTE 1 ~Y ~~~ (75 mm)

A ° I '~ I ~eF

~* 1'~~ ~~ ■6' (150 mm). TYPR/W LINE

A (600 mm)

CASE I INLETN-4° (100 mm) CIP

TRANSITION STRUCTURE SECTION

SEE NOTE 5 ~ RAW

/ ~ FRAME &GRATE — NOlE 91' (25 mm) MIN

1-1/2° (35 mm) MIN CLEAR

WALK (SEE NOTE 4}~~~ ~ SEE NOTE 10 Y `~~ E

6 / ~ (150 mm) * a ~~ * "sue (600 mm), TYP

~3 (~10M) BA X50 mm ~ TOP OF CURB LJNE24' 600 mm MIN

DROP INET CATCH RAISIN EcnoNs" row

6.

(1 0 mm) (15 mm E,~, 24° 600 mmSEE CURB PROFILES R~ SEE NOTE 2

BELOW RIGHT OPEN DITCH PER IMPROVEMENTr OR GRADING PLAN ~ ~p5 mm)J WALK

A ZW ~aa

PLAN CcRA ED DITCH I3 C110N~

~10M (~3) B ~8• ~8~ TC LINE

EXPANSION JOIN E ~0 m) ( 0 mm XPANSION

JOINT

2-1 /2' (65 mm) MIN FOR 6' (150 mm) E I 1 mm) m ~

de 7' (175 mm) CF3-1 /2' (90 mm) MIN FOR 8' (200 mm) CF ~ Nv

R~ 1/2' (10 mm)PARKWAY WIDTH PER IMPROVEMENT PLAN CLEAR CiP(100 mm)

T.C. LINE FlNISHED PARKWAY GRADE ? NOTE: APPLIES TO ANY NUMBER OF PIPESPCC WALK, 8' (200 mm) CF — NOlE 4 ~

a' ~20o mm) CF PCC WALK, s' (150 mm) CF —NOTE 4 E C 81 R B m P R O FA EEGALV WIRE FABRIC — NOlE 10 7 ~ E

~~/3 (#10M) BAS 2~

-, ~ ~T ~~~1

~ia~~ m~ i uu m TOP OF CURBSEE INLET DETAILS s•~k3 (~10M) BAR

~~ EXPANSIO I 15 mm) Z 15 m E JOINTNSION

PCC CURB &GUTTER C~P~~QO mm) JOINT E

E ~SEE NOTE 8

;~ '~ ~ 1GUTTER TOMATCH EXISTING SECTION A—A i/z' (io mm) CLE ~~oo mm> aP

NOiE: APPLJES TO ANY NUMBER OF PIPESZ = TOP—OF—CURB IJNE SHOWN ON PROFlLE

CURB PROFILE6 150 mm CURB FACE


PROMULGATED BY lHE STANDARD PLANPUBLIC WORKS STANDMOS INC.

GREIIJBOOK COIAMIT7EE CURB D R AI N 150- 31884REV. 7892, 1996, 2009


NOTES

1. IF THE TOP OF SLOPE IS ALLOWED WITHIN THE R/W, INLET CASE I BEGINSAT THE TOP RATHER THAN THE R/W LINE.

2. FOR OPEN DITCH (CASE INLET III), THE 24" (600 mm) EXTENSION BEYONDTHE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MOREFROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE.

3. TOP OF INLET STRUCTURE (CASE I AND II) TO BE FLUSH WITH ADJACENTSURFACE WHERE PRACTICAL.

4. CONSTRUCT PCC WALK WHEN SPECIFIED ON PLANS. THE CONTRACT PRICEPAID FOR PCC WALK ITEM SHALL INCLUDE WALK CONSTRUCTED INCONJUNCTION WITH PARKWAY CULVERT.

5. "N" EQUALS NUMBER OF PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLANS.

6. INLET CASE TO BE SPECIFIED ON PLANS.

7. ANGLE A EQUALS 0', UNLESS OTHERWISE SPECIFIED.

8. TYPE, DIMENSIONS AND ELEVATIONS OF P.C.C. CURB AND GUTTER PER PLANS.

9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FOR CASE II INLET SHALL BEGALVANIZED CAST IRON. WEIGHT OF FRAME AND GRATE SHALL BE 80 LBS (36 kg).

10. AT LOCATIONS WITH LESS THAN 8" (200 mm) CURB FACE, USE 6x6-10/10(152x152-MW9.1xMW9.1) GALVANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND8" (200 mm) BEYOND THE EDGE OF CAST IRON PIPES.

8 SPACES O 15/16 (24 mm)7 BARS m 5/8' (16 mm)2 OUTSIDE BARS O 7 8~ 22 mm

OVERALL 14' (356 mm)

E

E~ N

E ESN E

. ~Enu~i

nvAv 0 O 0 0 0 0 0 0~ ~ \<8~V)m~

U<~~ON N m O

n~ac~~J—

TOP OF GRATE

OPEN AREA 52X

E ~

M ~v

~~

13" x 13' (330 mm x 330 mm)I

17"x17'(432 mm x432 mm)i ~

SECTION THRU FRAME

GRATE FOR CASE II INLET


150-3CURB DRAINSHEET 2 OF 2

EEo E HINGE COVER AT

° I N L E T I N L E T RECTANGULAR TOP OF FRAME

v ~ (soo mm ~ ° ~ TYPE 2 TYPE 1 o~RSPPWC 152 PIPE PER

SEE NOTE 8 PLANS

E 24•E

~~ E : ;~ o (600 m

~O rr.

SECTION A R ~ o

INLET TYPE 2 ~s s~Nom s

10" ~

BAR (250 0 •'~'• Ò '''~

5~8~ ~ ~ ~ ~ g• 75 mm) MIN(16 mm)

~ (150 mm)

~~~ 1/4' (~mm o F B SECTION

DETAIL OF ANCHOR INLET TYPE 1

3°CURB FACE

75 mm~ FRB FACEANCHOR

FL ~ r FL

POINT M POINT N ~ ~ ~ POINT P POINT Q

PLAN

10' (3000 mm) g 10' (3000 mm)

TC GRADE LINE AS S/2SHOWN ON PROFILE TOP OF CURB

TOP OF CURBF1

FL

POINT P POINT Q

-POINT M POINT N PROFILE

S, INCHESmm

J BARSPACING

,z° goo r 2~018' 450 Y 24024' 600 7' 2~030' 750 Y 24036' 90D 7' 2~042' 1050 6' 21048' 1200 5' 18054' 1350 6-1 2' 22560' 1500 5' 18066' 1650 4' 18072' 1800 ~1 2' 120

GALVANIZED SUFI SIDEWALK

ANGLE ~ FlNISH

FOR S = 30' (750 mm) AND LESS, USE 2 4, m -- >

ANCHORS. OIHERIMS~, USE 3 ANgiORS. (100 mm)1/2•

fBAT'fE7t 3:12 fSEE NOTE 8 ~

FOR S = 48' (1200 mm) AND LESS,(10 mm):•.~ . -.... •~>:

USE 2-1/2~x2~x3/8' (64x51 x9.5) 200 mm 150 mm)GALVANIZED STEEL ANGLE. p~

4' Ex, nN~ ~SECTION A — Ao~~►~sE, e = (1 D0 mm).usE s-~/2'xs'X~ /Y

~l~Pi'

~(89x76x12.7) GALVANIZED SiEE1 ANGLE. E ti o

J BARS ARE ~3 (IOM).E S 6'

mm , N 15 mmO,p °iry

~,~o~'w•

m J BARS E E

~ oag

SECTION B—B v "


PROMULGAIID BY THE STANDARD PLANPUBLIC WORKS STANDARDS ING PARKWAY DRAIN~~e°a` ~~'~E

1093 151— 2REV. 1996, 2009

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCl10N SHEET 1 OF 2

NOTES

t. FLOOR OF BOX SHALL BE TROWELED SMOOTH.

2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.

3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYONDTHE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm)OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTENDTO THE R/W LINE IN ANY EVENT.

4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENTSURFACE WHERE PRACTICAL.

5. A HEADED STEEL STUD 5/8" x 6-3/8° WITH A 1° HEAD(16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTTWELD MAY BE USED AS AN ALTERNATE ANCHOR.

6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5° (125 mm)AT POINT N AND P.

7. THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALLBE PARALLEL TO THE TOP OF SIDEWALK.

8. SLOPE = 2.0~.


151-2PARKWAY DRAINSHEET 2 OF 2

OND TREAD ON COVER AND FRAME. SEE NOTE 2.

U x 25 mm) PADIN EACH CORNER

3/8" (10 mm) RIB IN EACH CORNER

PLAN

7uu~

SECTION B-B

.,iooi,~~

iiiiiiiiiiiiiij////

•

DRILL AND TAPFRAME 3/8-16 NC-2

SECTION A-A

SECTION E-E

E

(13 mm) DIA

E

oM ~

_~~8.

(3 mm) R

_,_ ,,_ . ,.,, v...4 HOLES

SECTION D-D

(70 mm)

SECTION F-F


PROMULGATED BY THE STANDARD PLANPUBLIC WORKS STANDARDS INC.~~e°°" ~N",~

1983RECTANGULAR FRAME AND COVER 152-2

REV. 1996, 2009


NOTES

1. FRAME AND COVER SHALL BE CAST IRON.

2. A PLAIN 1 /4° (6 mm) BORDER SHALL BE TYPICAL FOR ALLBORDERS ON FRAME AND COVER.

3. ALL CASTING RADII SHALL BE 1/4" (6 mm) UNLESS OTHERWISE SHOWN.

4. WEIGHT OF FRAME AND COVER SHALL BE 43 LBS (19.5 kg).

5. USE ONE 3/8"-16x1" STAINLESS STEEL SOCKET CAP SCREW. APPLYHIGH ADHESIVE, OPEN GEAR GREASE TO THREADED PORTION PRIORTO INSERTION.

6. USE 4° x 4" (102 mm x 102 mm) CAST ALUMINUM LINK HINGE WITHSST PIN FOR 180' OPENING.


152-2RECTANGULAR FRAME AND CQVERSHEET 2 OF 2

CENTERLINES(2 LANE HIGHWAYS)

.DETAIL 1~~, A D A D A

~`

DETAIL 2 '~'-0" 14.40 m~~ B A D A B

~ ~ ~~~

DETAIL 5 C 36'-0" C~~ (10.80 m)

DETAIL 6 ~~-_~" 14.4U m~+~ 18'-0" C 18'-0"

~ 5.40 m 5.40 m ~~~

LANELINES(MULTILANE HIGHWAYS)

DETAIL 8~~, A D A D A

0 0 0

DETAIL 9 48'-0" 14.40 m~~ B A D A B

0 O O a~!

NO PASSING ZONES—ENE DIRECTION

NO PASSING ZONES-TWO DIRECTIQN

DETAIL ~t~~

~EE~R

~~

a ~DETAIL 22 E 24 -̀0" 24'-0° ~d a~~ ~

„~(7.2o m) ~ (7.20 m)

.; E~ ` ~ E

fir■ t~ ~ _ ~

c.N E

LEFT EDGELINES0,~

(DIVIDED HfGHWAYS)

pETA1t ~4EE~i

EDGE OF TRAVELED WAY ~ ~~. ~

DETAIL 25 _ i~ ,°e~

~n ~'~EDGE OF TRAI/ELED~NAY f

48'-0" (14.40 m) I N € I E

DETAIL 25A r ~ o ~, E

DETAIL 19~~

oo T ~18~-0" ~ 18'-0" E r ~

~ 5.40 m (5.4D m 'à E

~ L Er ~~ ~ Z

m 7.20 m o u°iSEE SHEET 2 FOR DIMENSIONS A TO D

STANDARD PLANS FCJR PUBLIC WORKS CONSTRUCTIbN

~~,~L~~ BY TME PAVEMENT MARKERS AMp STANQARQ P~,NPUBUC NlORKS S'FANDAROS INC.

~~'B°~` °°"~'~ TRAFFIC LINES 17+x- 0sri~

SHEET i OF 4USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

DETAIL 31+4~

~~

DETAIL 32

+ri

TWA-WAY LEFT TURN LANES.

~o —u

T0.80 m

96'-0" {2$.80 m)'-0" 24'-0° 24'-0"0m ~7.20m ~ 7.20m

Ec°~o '"u-moo`''

~"`~ ai

n°~

36~-0"10.80 m

n

24'-0" 24'-0"~ 7.20 m ~ (7..20 m ~a (7,2(

~~~~ rir.~~

~ I ~ '''~ oo. ~ r.~.f~~ON

~o —u ~, .~o —v 4 JD -V v is —u5.40 m (~a.~1 m) (14.80 m) 5.ao m

- _ ~~ ~ ■ ■ ~ ■ ■ E "'~

~~` ~ 96'-0" (28.80 m) ~ ~ ~r,N p ~

CHRNNELIZING LINEBIKE LANE LINE

.-~QETAIL 38 ~--- 8" (200 mm) WHITE LINE ~ DETAIL 39 r.--~~~ (15U mm) WHITE LINE

j CV ~ ~o ~

7.20 m) (7.20 m) INTERSECTION LINETHROUGH AFFIC ~~►

BIKE LANEDETAIL 38A 8" (200 mm) WHITE LINE

_ __ DETAIL 39A ~_~~20~'-0" (8Q.0 m) TE SEC ON

~ ~~ O D ~ Q

~~ ~`-~~ 6" (150 mm)~._a» (1.2Q m) WHITE LINE

LANE LINE EXTENSIONS (240 m}

THROUGH INTERSECTIONS

DETAIL 40 ~~_b^1'-D" (1.80 m)0.30 m ~ ~ ~ ~ DIMENSIONS

~4° (100 mm} WHITE LINE A = 7'-~" 2..10 m)B = 8'-6" 2.55 m)

CENTER LINE EXTENSIONS C = 12'-0" (3.6Q m)

THROUGH INTERSECTIONS a _ ~7~-~~ (~.~0 m~

DETAfL 41 g'_p"1'-0° ~~1,80 m)0.30 m ~ ~ ~ ~

4" (300 mm} YELLOW LINE

STANpARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

170-0PAVEMENT MARKERS AND1RAF~1 C U N ES SHEET 2 OF 4

LEGEND

MARKERSO TYPE A WHITE NON—REFLECTIVE

~ TYPE AY YELLOW NON—REFLECTIVE

m TYPE. B CLEAR TWO—WAY RETR(~REFLECTlVE

~ TYPE RED /CLEAR RETROREFLECTIVE

~ TYPE D YELLOW TWO—WAY RETROREFLECTIVE

0 TYPE G CLEAR dNE—WAY RETROREFLECTIVE

~ TYPE H YELLOW ONE—WAY RETROREFLECTIVE

~ TYPE I BLUE TWO—WAY RETROREFLECTIVE

LINES

D 4" wt-»~4° YELLOW

*rte DIRECTION OF TRAVEL

co ~ ° o o °' 3.88" TO 4.13" o 0o ~ o N 3.88" TO 4.13" ~ o (98 TO 105 mm)!- ° s o E (98 TO 105 mm) ~ ~

,~ d°- o p E °ter o~ Ea~ co co ~ E o ~ r*a E ' ... ~ E

O'- ~^ ~p ~p ~0OO~ Qr ~~-

t ~w O OH ~

~~Q ~~/ ~~ /~~' X00M v~ d- ~

~~ ry

r ~/

TYPE A &TYPE AY TYPE B. TYPE C. TYPED & TYPE I TYPE G &TYPE H

RETROREFLECTIVE FACE

MARKER DETAILS

STANDARD PLANS FOR PUBLIC WORKS CdNSTRUGTION STANDARQ PLAN

17~-0PAVEMENT MARKERS AND1RAFFIC LINES SHEET 3 OF 4

4° (100 mm CLEAR

I~

FCRE HYDRANT

STREETS V1~THOUT LANE STRIPING

4" 1Q0 mm CLEAR

~ C~ FIRE. HYDRANT

STREETS WITH MULTIPLE LANE STRfPING

FIRE HYDRANT

STREETS WfTH CENTER LINE ORSINGLE LANE STR(PIN~

-{}- FIRE .HYDRANT

ARKEft PLACED INFRONT OF DRIVEWAY

AT DRIVEWAY OR SOMEDISTANCE FRAM STREET

FIRE HYDRANT MARKERS


'170-0PAVEMENT MARKERS aNDTRAFFIC LINES SHEET 4 OF 4

6'-0"1.83 m

1'-0" x 1'-0" GRID(305 x 305 mm)

A=15 FT2 (1.39 m2)

TYPE II (L) ARROW(FOR TYPE II (R) ARROW,.

USE MIRROR IMAGE)

Eo~N

~n ~nv

6" x 6" GRID ~-T. 6(150 x 150 mm) (150 mm}

A=7 FT' (0.65 mZ)

BIKE LANE ARROW

mm

■■■■..'■

"..■1"1■

[1■~■~~111■

■■~■■„"■

■■■■■„"■

~~~1'-0" x 1'-D" GRiD T'-Q"(305 x .305 mm) 305 mm)

A=27 FTZ (2.51 m2)

TYPE Iff (L~ ARROW(FOR TYPE. III (R) ARROW,

USE MIRROR IMAGE)

4" x 8" GRID(100 x 200 mm)

n

1'-0" x 1'-0" GRID(3D5 x 305 mm)

3'-6°(1.065 m)

3D5 mm)

A=14 FT2 (1..30 m2)

TYPE 110' (3 m~ ARROW

A=17.5 FTZ (1.83 m2~ A=16.5 FT' (1.53 m2~

a° x 4" GRID NUMERALSi~ 3'-~~ ~i (100 x 100 mm)

(1.OQ m)A=7 FTC (Q.65 m~)

BIKE LANE SYMBOL


PROMULGATED BY THE PAVEMENT MARKINGSSTA"°AR° ~~A"

PUBLIC VYORKS STANDARDS INC,GREENBOOK COMMITTEE

AR RO WS AN ~ S~ B OLS 1 7~ ~2011 \ 7,

SHE T 1 OF 5USE WITH STANDARD SPECIFICATIQNS FOR PUBLIC WORKS CONSTRUCTION

s'—sa(l.sa m}

FTC (3.9a m~)

TYPE II ARRQWT LANE DROP ARROW(FOR LEFT LANE,iSE MIRROR IMAGE)

c 1'-0" GRID3p5 mm)

NQTES;

1. IF A MESSAGE CONSI5T5 f7F MORE THAN ONE WORD, IT SHALL READ "UP°;THAT 1S; THE FIRST WORD SHALL BE NEAREST THE DRIVER,

2. THE SPADE BETWEEN WARDS SHALL BE AT LEA5T FOUR TIMES THE HEIGHTOF THE CHARACTERS FOR LOW SPEED ROADS, BUT NQT MORE THAN TEN TIMESTHE HEIGHT OF THE CHARACTERS. THE SPACE MAY BE REDUCEDAPPROPRIATELY WHERE THERE IS LIMITED SPACE BECAUSE OF LQCAL CC}NDITIONS.

3. MINOR VARIATIONS IN DIMEN510NS MAY BE ACCEPTED BY THE ENGINEER.

4. PORTIONS OF A LETTER, NUMBER, OR SYMBOL MAY BE SEPARATED BY CONNECTINGSEGMENTS NOT TO EXC£ED 2" (50 mm) W WIDTH.


171-0PAVEMENT MARKINGSARROWS AND SYMBOLS SHEET 2 OF 5

4" x 8' GRID(100 x 200 mm)

A-22 FTC (2.04 m~)

A=24 FTZ (2.23 mZ)

A=19 FTz (1..77 m2)

A=32 FTZ (2.97 m2)

A=23 FTZ (2.14 m~)

A=26 FTC (2.42 mz)

A=26 fT2 (2.42 m2}

A=19 FTZ {7.77 m~)

A=22 FTC (2.04 m~)

A=24 FT2 (2.23 m2)

A=21 FTC (x.95 m~}

4~Q.10m~

i r, ~ .~ .

~t

6" x 6" GRID(150 x 15Q mm~ 2'-S~

"

(0.83 m

A(WHITE)=9 FTZ {0.84 m~A(BLUE)=14 FTZ (1.30 m2~

DISABLED PERSONS PARKING SYMBQL

STANDARD. PLANS FQR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

171-0PpApVE~~M/~EN/~T MAR1~/K~INGS~FZI'E~rrJ K~Q S 1 lYIB OL~ SHEET 3 OF 5

A=27 FTC X2.51 m~}

4" x $" ARID(100 x 200 mm~

A=42 FTZ (3.90 m~)

A=24 FTC (2.23 mZ) A=43 FTZ (4.QQ m~~

A=31 FTC (2.88 m~)

A=35 FF~ (3.25 m~~

A=6 FTC ((7.56 m~)

2" x 4" GRID(50 x 100 mm)

A=5 FT2 (17.47 m2


171-0PAVEMENT MARKINGS~~~Q~ ~,lD*~+ ~+~~+'~+~ SHEET 4 OF 5

4" x 8" GRID(100 x 200 mm)

A=~4 FTZ (2.23 mZ)

A=~3 FTC (2.94 m~)

1'-0" x 1 ̀-0" GRID(305 x 305 mm)

2'—D'" (610 mm)x WIDTH OF LANE

1'-0° x 1'-0" GRID o ~(305 x 305 mm) ;~ ~

A=21 FTZ (1.95 m2) ,~,~t~"

0~~1

3'-3"'D.99 m

A=11 F7~ (T.02 mZ)

e ~ ~ ~ ~ :•

3

~;

•

1~~~~~~~~~~1

~~~1~~~~~~~~

■\\~'~~1I/■t■►~l\/I/~~■~1`►►7\`~///~~1111~~■■'/1111L~~►\I~■L'J11111I~~~\lit\1Iltl'//I~►\►1111\'~~~~/11~~~~■~~i~~~~~~1~~

■►ir~~~►~~~■►~r~■■~~►~~~-- --

~ h1 N

~ ,~

2'-0" X610 mm)x WIDTH OF LANE

A=70 FT' (1.86 mz)*

*DC?ES NOT INCLUDE THE 2'—Q" (61 t1 rnm)TRANSVERSE LINES.

RAILROAD GRASSING SYMBOL

STANDARD PLANS FAR PUBLIC WaRKS CONSTRUCTIONSrnra°AR° P~'N

171-4PAVEMENT MARKINGSARRUWS AND SYMBaLS SHEET 5 QF 5

z,-, aEaoW

t~iyo~ro

~ 12" YVI-IITE~ ,;fi

N(30Q mm~

ZvR1

—20' (7 m) RED CURBOR SEE PLANS

LEGEND SHALL BE CENTEREDE ON THE TRAfFIG LANEo EXCLUDING PARKING

,°n 'T.~

AND/OR BIKE LANE

DETAIL 22 ORSEE PLANS

STANDARQ PLANS FOR PUBLIC WORKS CONSTRUCTION

pRafuLCatm Br TME STANDARD PLANPUBLIC WIX{KS STAN6ARQ5 INC.

CREEN8001C COMMII"tFE S OP AND STEP BAR ~ 7~~~207'1


PAVEMENT ARRCPER SPPWC 171

DETAIL 2fOR RAISE(SEE PLA

N aTES:

~CAT-TRACKING PERSPPWC 170 DETAIL 40

'" (100 mm) WHITE LINE9TH TYPE G MARKERS ATITHER END

=TAIL 8, 9 OR 10SEE PLANS)

.TAIL 38

JRB

1. ARROWS SHALL BE INSTALLED AT THE BEGINNING OF ALL LEFT TURN AND RIGHT TURN POCKETS.

2. Al2ROWS SHALL OPTIONALLY BE INSTALLED AT THE END OF LEFT AND RIGHT TURNPOCKETS. 100' (30 m) OR MORE IN LENGTH.


PRgAULGA7ED 8Y T1E STANDARD PLANPUBLIC WORKS STANDARDS iNC.~~e~ °~"",~ 'NTERSECTION APPROACH STRIPING 173-0zn7~


5' 1.5 m CURB LINESIDEWALK p~~N SIQEWALK

URB LINE

5' (1.5 m)1.~ ~

10' ~Oc

1 p' ~QC+~ (3 m) (3 mjIf) ~ j 2~e

'~ 2A~ L~~ ~

Lfl

{340 mm) (300 mm) (3Q0 mm) (300 mm)"~' CROSSWALK CROSSWALK

STRIPING "STRIPING

CASE ICASE II

NQTES:

1. ALL CROSSWALKS SHALL BE WHITE UNLESS NOTEQ OTHERWISE ON THE PLANS.

2. CASE II SHALL BE USED ONLY IF THE 5' (1.5 m) MINIMUM DIMENSIONFOR CASE I CANNOT BE MAINTAINED.

3. CASE I SHALL BE USED WITH 90' DELTA AND 25' (7.5 m) OR GREATERCURB RETURN RADIUS.

OF ROADWAY

10'x2' (3 Q00 x 6d0 mm}THERA~OPLA511C MARKING

E 1' 300 mm)

PROLQNGATION r~ 2` 600 mm TYPOF CURB LINE 2' 600 mm TYP0

~

1' (300 mm) VARIESTHERMOPLASTIC MARKING

CURB LINE ~ CURB LINE

LADQER STl`LE


aRO~.+u~cn~n er me STANDARD .PLANPUBLIC WORKS STANDARDS INC.

CREQJB004( COMMITIFf CROSSWALK STRIPING ~ ~~~02011

SHEET 1 OF 1USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WDRKS CONSTRUCTION

T2" (3C10 mm) WHITE

•DETAIL 22 OR X54 5' (7,5 m) REO CURBPER PLANS

10d' (30 m) M!N

XIN 32' (9.6 m)REFLECTIVE WHITELEGEND MARKINGS PER

PEDCALTRANS STD PLAN A24DW54A 8' (2.4 m)

PEDESTRIAN MARKING AT CROSSWALK

.~-12" (300 mm YECRQSSWALK LINES

DETAIL 22 ORPER PLANS ---._

10~' (30 m) MiN--~

aSW25~ 25' (7.5 m) RED CURB

8' (2.4 m) X1N(~~32' (9.6 m) REFLECTIVE YELLOW

LEGENp MARKINGS PER.~~,„„~~~~da4lUll~.

~CALTRANS STD PLAN A24D

SL~W ~w~ 3~OR~SW24 (WHERE POSTED ORPRIMA FACIE SPEED LIMIT=25MPH)

PEDESTRIAN MARKING AT SCHOOL CROSSWALK

NOTES:

1. LEGEND SHALL BE INSTALLED IN EACH TRAFFIC LANE APPROACHING A SCHOOL OR PEDESTRIANCRQSSING UNLESS THE PLANS SHOW A DQUBLE 5ET OF LEGEND MARKINGS INSTALLED IN ENEEXCEPTIONALLY WIDE LANE.

2. LEGEND SHALL BE CENTERED ON THE TRAFFIC. LANE EXCLUDING PARKING AND/OR BIKE LANE.

3. MINIMUM RED CURB QN APPROACH CROSSWALK SHALL BE 25' (7.5 m), WITH15' (4.5 m) ON DEPARTURE LEGS.

4. ALL SCHOOL AND PEDESTRIAN WARNING SIGNS (W54, W54A, W63, SW24, 5W25 and SR4~SHALL BE HIGH—VISIBILITY FLOURESCENT YELLLQW—GREEN.

STANDARD PLANS FAR PUBLIC WORKS CONSTRUCTION

r~a,~u~cw~o By TME STANDARD PLANPUBLIC WWiKS STANDARDS IMC.

~'''~°" ~'~"~ PED ES~I~~ C~~~SING~ 175- 0~~„SHEET 1 OF 1USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

CENTERDIVIDER

v

"TYPE F, CLASS 2 DELINEATORS~' EACH 200 FT (60 m)~ 3 MINIMUMc~zwJ

ZO

NZQ

~ ~R4-1

TYPE IV ARROWS

v

—EDGE OFTRAVELED WAY

v

i

W4 2

J

R4-1 NOT USED WHERETWO OR MORE LANESREMAIN SEYONQ LANE DROP

CENTERDIVIDER

v

—EDGE QFTRAVELED WAY

v

v

w

Q NOT TO SCALE~ SEE PLANS FORo DIMENSIONSi... d, L,ANDW

W SEE SHEET 2 FC1R MUTCD (CA) ~Q GUIDELWES FOR 1~ISTANCE dJawvz

LANE DROP LANE DROP4SPEED 40 MPH SPEED 45 MPH

~- 65 km H ~. (70 km f H~W9-~ OR LESS W9-~ OR MORE


PRanuLC~~o av ntE STANDARD PLANPUBLIC WORKS STANDARDS INC.

4REENBOdC CgAMITiEE LA RE UC110N MARKINGS ~ ~~—O

~~T 1 OF 2U5E WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

W4-7(R)

LEFT TRAP LANE

W73A(CA)(L)

DETAIL 37BOR 37G

v

R3-7(L

~,, ~aE

~~~;.

CURB LINE

~~ z.~

E

o~~~

NOT TQ SC~,LE R3_~~RjSEE .PLANS FOR DIMEN510N d, ADVANCEPLACEMENT DISTANCE DETAIL 37B

OR 37CPOST SIGNS IN MEDIAN WHERE PQSS(BLE

MUTCD GA) EXCERPT: -°

MUTCD (CA) GUIDELINES FQR

"TYPICAL COMD1T10NS ARE LOCATIaNS WHERE THEROAD USER MUST USE EXTRA TIME TO ADJUSTSPEED AND CHANGE LANES IN HEAVY TRAFFICBECAUSE OF A COMPLEX DRIVING SITUATION.TYPICAL SIGNS ARE MERGE AND RIGHT LANE'ENDS. THE DISTANCES ARE QETERMINED BYPROVIDING THE DRIVER A PIEV TIME OF 14.0 TQ14.5 SECONDS FOR VEHICLE MANEUVERS (2001AASHTO POLICY,. EXHIBIT 3-3, DECISION SIGHTDISTANCE, AVOIQANCE MANEUVER E) MINUS TFEELEGIBILITY DISTANCE OF 175 FEET OF THEAPPROPRIATE SIGN."

W73{

W4-7{L)

a

RIGHT TRAP LANE

STANDARD PLANS FOR RUBLIG WQRKS CONSTRUCTIONSTANDARD PLAN

17fi-DLANE REDUC110N MAR~iINGS

SHEET 2 OF 2

SEE PROJECTPLANS

100'-2Q0' 3d-60 mDETAIL 396" (150 mm)WHITE STRIPING

~ g~ 5~ DETAIL 39A 6' S"~ (1.8 m) (1.52 m) 4• (1.8 m) {1.52 m)

~oU (2.4 m 1.2 m)

f

o ~ ~

VARIABLE. SEE PLANS.CURB LINE

BUTTER TOE LINE 4' (1.2 m) MIN FROM Rg~~~~y~EDGE OF GUTTER

BIKE LANE (CLASS II~NOT TO SCALE

5 6 ~ ~(1.52 m) (1.8 m) ~ a

4" (100 mm) ~ ~YELLOW CENTERLINE SHOULDER `v ~

EE~

°owN~~ ~ Vj

~ N ADZW th J

0 0 a

> . F' w0.9 m 2.7 m °0 ~ v~''i

~3~ (9~) N

DGE OF BIKE PATHSHOULDER ? ~

0~r °

TWO-WAY BIKE PATH (CLASS I~ N`~NOT TO SCALE

NOTE:

ALL BICYCLE STRIPING AND MARKINGS SHALL BE WHITE REFLEC7IYE PAINT EXCEPT ASNOTED FOR 7WQ-WAY BIKE PATH.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUGTI~3N

PRafULGAIID B7 1FIE STANDARD PLANPUB ~R~ ~STA~NO~AR~QES INC.

BIKE LANE MARKING do STRIPING 177— d2~„SHEET 1 OF 1USE UVITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

WHEN REQUIRED-SEE PLANS

STANDARD SPACE DETAIL

SEE DISABLED-ACCESSIBLEPARKING SIGNS DETAIL OAQING

AREA

`~ ~, II

~~ACCESSIBILTY uSYMBOL 9' 5'*

(2.7 m) (1.5 m)

ACCESSIBLE SPACE DETAIL

LOADING AREA SHALL BES' (2.40 m) WIDE ADJACENT TOVAN ACCESSIBLE PARKINGSPACES -SEE PLANS.

45° DIAGONAL SPACE DETAIL

60° DIAGONAL SPACE DETAIL

NOTES:L STRIPING SHALL BE 4" (100 mm) WIDE WHITENON-REFLECTORIZED PAINT, EXCEPT AS SHOWN.PAVEMENT MARKINGS SHALL ALSO BEt~ON-REFLECTORIZED PAINT.

2. SIGNS SHALL CONFORM TQ SECTION 56, SIGNS,OF THE STATE STANDARD SPECIFICATIONS, ANDTHE STATE SPECIFICATIONS FOR ALUMINUMSINGLE SHEET PANEL 51GNS.

3. SEE LOCAL ZONIf~G COQE fOR REQUIREMENTSFOR USAGE OF COMPACT AND ACCESSIBLE PARKINGSPACES AND LOT LAYOUT.

STANDARD PLANS FOR. PUBLIC WORKS CONSTRUCTION

PROMULGAlEO BY THE STANDARD PLANp~B"~ "~`S ST""°"~°5 ̀"°.~~B°~` ~M~,~ PARKING L4T STRIPING &SIGNING 180-02~„

SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WURKS CONSTRUCTION

R-99 ~STANdARD)IRKING 12"x18 (300 x 450 mm),

ONLY ~~~ t~N BLUE

cs~m vaa~s R-1 QOB MODIFIED18"X24" .(450 x 600 mm),

e~ ar WHITE ON BLUE,.1" (25 mm) LETTEi~ING, MIN

ev. rlsme

Vim, "VAN ACCESSIBLE" PLATE 12"x 6'AC€ESSIBLE {300 x 150 mm) BLACK ~N WHITE.

ONLY INSTALLEd WHEN HATCHED LOADINGAREA AT LEAST 8' (2.4 m) WIDE ISIMMEDIATELY TO THE RIGHT OF THE PARKING SPACE:

o ~to~`~ 2" x 2" (50 x b4 mm}

GALVANIZED STEEL TUBESTOP OF PAVEMENT

~.

o E PCC CLASS 500-C-2500i o ti ~ ... (295-C-17)

mm)

DISABLED-ACCESSIBLE PARKING SfGNSNote: Nat for stree# use


~ 80-0PARKING LQT STRIPING &SIGNINGSHEET 2 OF 2

SECTION 2

ewers an

any a ion

N

AL

OUTLET

STEP

xQ

E °~E ~N ~,

n QOSTEPS PER ~ ~SPPWC ~635 OR 636WITH LEGSSHORTENEDTO FIT

24" (600 mm)MAX.-12" c(300 mm) MINIF DEPTHOF MANHOLE ~PERMITS

OUTLET---~

CLASS 330-C-23560-C-3250)ONCRETE J

IN BASE

INLET

1 'J"

PLANSHOWING BASE

SECTION A-A

'A

-INLET

36" OR 42' OD

10 mm OR 1062 mm)

6~150 mm ~ ~ 8.

29„mm)

iEZ "m~~y:- E ~

v IA"`m ~ ~ 2

MIS

EM E~ ~~

(25 mm MI

ADJUSTINGRING DETAIL

60'

J~

0EE

MANHOLE FRAME ANDCOVER PER (1500 mm)ODSPPWC 210

6~ TAPEREDONE 3" (75 mm ADJUSTING mm CONERING (OPTIONAL

REDUCER RING

~EEEEoo°~~~--t

MN ~

O

e

1~32 mMIN

1 2'

{ mm 50 mm)NIN

E~ ZzSEW o0Z UHpY ZU

o ~''

~E

~—MORTAR NOT MORE THAN 3/8"10 mm) THICK OR APPROVED

Z o^ DINT SEALING COMPOUND

~ ~E JOINT DETAILuwi oN NON-REINFORCED

J My Z Q

v~ ONE 3" (75 mm) 24" ~ ~

~~STIfVG z• 610 mm) DIA 7• E E

~RING(OPTIONAL) mm ~ ~ E 175 m E E

E ~ m ~ ~°n0

~ 2~ r= M t0300 mm) E ~ 3"

6 mm

INLETio E~

125 mom)

762 m DIAv

REDUCER RING ANDADJUSTING RINGS


PROMULGATED BY THEPUBIJC PRECAST CONCRETE STANDARD PLAN

WORKS STANDARDS INC.~E~e°°" °~~",~,a~, SEWER MANHOLE 200— 3REV. 1993. 1995. 2009

SHEET 1 OF 2USE MATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

NOTES:

1. EXCEPT AS NOTED HEREON, THE PRECAST UNITS SHALL BE MANUFACTUREDAND TESTED IN ACCORDANCE WITH ASTM C 478. AS AN ALTERNATECURING METHOD, THE UNITS MAY BE CURED USING SATURATEDSTEAM FOR A MINIMUM OF 12 HOURS FOLLOWED BY 6 DAYS OF WATERCURING OR MEMBRANE CURING. IF THE UNITS ARE CURED BY THEALTERNATE METHOD, THEY SHALL NOT BE SHIPPED PRIOR TO 8 DAYSAFTER CASTING NOR UNTIL THE CONCRETE HAS ATTAINED A STRENGTHOF 3500 PSI (25 MPa).

2. MANHOLE STEPS SHALL CONFORM TO SPPWC 635 TYPE 1OR 3 OR SPPWC 636. THE MANHOLE STEPS SHALL BEUNIFORMLY SPACED AT A MAXIMUM OF 16" (400 mm). THE LOWEST STEPSHALL BE PLACED NOT LESS THAN 8" (200 mm) NOR MORE THAN18" (450 mm) ABOVE THE SHELF. THE STEPS SHALL PROJECT5" (125 mm) INSIDE THE MANHOLE.

3. RISER SECTIONS MAY BE REINFORCED OR UNREINFORCED. REINFORCEDSECTIONS SHALL BE REINFORCED IN ACCORDANCE WITH ASTM C 478AND SHALL HAVE A MINIMUM WALL THICKNESS OF 5'~ (125 mm). UNREINFORCEDRISER SECTIONS SHALL HAVE A MINIMUM WALL THICKNESS OF 6" (150 mm).

4. THE 24~~x48'~ (600 mm x 1200 mm) ECCENTRIC CONES MAY BE REINFORCEDOR UNREINFORCED. IF REINFORCED, THE WALL THICKNESS SHALL BE NOTLESS THAN 5" (125 mm). IF UNREINFORCED, THE WALL THICKNESS SHALLNOT BE LESS THAN 6" (150 mm).

5. JOINTS SHALL BE TONGUE AND GROOVE. JOINTS FOR REINFORCEDSTRUCTURES SHALL CONFORM WITH ASTM C 478 SECTION 14.

6. PRECAST UNITS SHALL BE ASSEMBLED USING CLASS "B" MORTAR.

7. IF 30" (762 mm) DIAMETER MANHOLE FRAME AND COVER IS REQUIRED, ITSHALL BE INSTALLED WHERE THE REDUCER RING IS SHOWN IN THE SECTION.

8. FOR REINFORCED PRECAST STRUCTURES, ALL REINFORCEMENT SHALLHAVE A MINIMUM OF 2'~ (50 mm) OF COVER OVER THE STEEL ON THEINSIDE FACE.

9. THE TOP OPENING OF THE MANHOLE AND THE STEPS SHALL BE PLACEDDIRECTLY OVER THE OUTLET OF THE STRUCTURE EXCEPT AS OTHERWISENOTED ON PLANS.

10. CONCRETE BASE AND STUB WALLS SHALL BE POURED IN ONE OPERATIONTO A POINT 2" (50 mm) ABOVE THE INLET AND OUTLET PIPES. ALL PIPESSHALL BE RIGIDLY SUPPORTED BY TEMPORARY PIERS OR OTHER METHODSDURING THE OPERATION. CONCRETE SHALL SET FOR 24 HOURS BEFOREPLACING PRECAST UNITS.


200-3PRECAST CONCRETESEWER MANHOLE SHEET 2 OF 2

FRAME & COVER PER SPPWC 632

MORTAR, 3" (75 mm j MAX

:'~;~a

ADJUSTING ~ E3Q° RINGS AS ~ E

(750mm) DIA ~• '~ REQUIRED ~\ v

~~ : ~' :• ZW ~Z\

~ ~~;_y •• n

~ Eo Ew o~ o

•.:'w ~

E Q ̀"

SHELF ~o ~N ~ N

6/~.~ ~/ ~ \ ~

~~ \~~~~INLET ~ ~~ i ~ OUTLET~ ~ ; i `.~~

a. •

• a ~ E ~~~ ~ - ~ ~.

b~~n

~N ~ ~

~ ~' ~~' 4" MIN(~00 mm)

'~~PCC BASE, 560-8-3250 /~~/~~~~/~~/~(330-B-33) UNDISTURBED EARTH

SECTION A- A ,~(25 mm)

SHELF SLOPEBASE MAY BE SQUARE ~ 1:12OR ROUND

I ii ~~~\~~~~~~/ MORTAR ..•~ :.

ii

ii I ii

i

e

~~~,~' ~~ ~~ `~~ SHELF S E C TI 0 N B- BA ~~~ ASHELF ~~

tt~~ FLOW- - --- ------1~Q ---y --- - - -

EXCEPT AS SHOWN HEREON, MANHOLES

~ SHELF SHALL CONFORM TO SPPWC 200.

~B

PLAN


wxaau~c~~o er nie STANDARD PLANPUBIJ RED K~SC~MA~E INC.

1864 PRECAST CONCRETE SHALLOW MANHOLE 2~~ - 2REV. 2005, 2008


ELEVATION A ~ED INLET

D

•~ ~ PCC ENCASEMENT4" 7~ ._

(100 mm) MIN -~~ ~ ~~~~~

%• ''• ' /UNDISTURBEDOUTLET a ' ~ EARTH

~~'..•~~ 9" (225 mm) ~ ~UNDISTURBED ~~EARTH ~/~~ 4~

100 mm MI 4°PCC BASE 100 mm MIN

►_~

SECTION A-A

PLAN

D


PROMULGATED BY THE STANDARD PLANP~~° ~R"S ST""°"~5'"°.

GREENBOOK COMNITTEE1883

DROP SEWER MANHOLE I'~OI'~~ I'~~ ̀ L


1. EXCEPT AS SHOWN ON THIS PLAN, MANHOLES SHALL CONFORM TO SPPWC200 OR 203.

2. PIPE FOR THE DROP INLET SHALL BE THE SAME MATERIAL AS THE SEWER UNLESSAPPROVED ADAPTERS ARE USED. IF S0, THE PIPE MAY BE VCP, ABS SOLID WALL,ABS COMPOSITE, PVC PLASTIC, OR POLYETHELYNE.

3. FOR BRICK MANHOLES, A BRICK ARCH IS ALSO REQUIRED OVER THE UPPERINLET PIPE.

4. IF TWO OR MORE DROP INLETS ARE REQUIRED IN A SINGLE MANHOLE, EACH SHALL BECONSTRUCTED SEPARATELY.


2~2-2DROP SEWER MANHOLESHEET 2 OF 2

COVER AND FRAMEPER SPPWC 210

1 /2" (15 mm) MIN,3 1/4" 80 mm MAX,BUT MAX MAY BEEXCEEDED ON SLOPES

ROWLOCKCOURSE

CLASS D MORTAR,

24'~(600 mm) MAX

PCC BASE/ '~:~/i:~/~ / BASE COURSE (FAN)

560—C-3250 (330—C-23)

SECTION A-A

STf

S01

UNDISTURBED EARTH

SECTION

I:l~[~li/_la

SHELF ~ LOPE 1:12A~. . a ~ ~ .~:. .a

"~~ .:~'.•. d

.~. ! p

' ~ ~ • ~ mod. .

CHANNELTYPICAL SECTION

EE

NN._.


PROMULGATED BY THE STANDARD PLANPUBIJC WORKS STANDARDS ING

GREENBOOK COMMITTEE1893

BRICK SEWER MANHOLE no~~~L


CONCRETE BASE: DURING CONSTRUCTION, ALL PIPES SHALL BE RIGIDLYSUPPORTED BY BRICK PIERS 12" (300 mm) DEEP, LOCATED JUST OUTSIDETHE STRUCTURE. CONSTRUCT TOP OF CONCRETE BASE 2" (50 mm) BELOWINVERT OF LOWEST PIPE. FILL SPACE BENEATH PIPE WITH MORTAR ANDSHOVE FROM BOTH SIDES WITH BASE COURSE BRICK TO FORM AWATER-TIGHT JOINT.

2. BASE OF FAN COURSE: LAY BRICK FLAT ON RADIAL LINES WITH TOPS TOSAME LEVEL

3. ARCHES: LAY SPALLED BRICK ON EDGE TO FORM A TRUE RADIAL ARCHWITH FULL MORTAR JOINT AROUND ALL PIPE OPENINGS. TURN ARCH OF TWOSUCH COURSES OVER PIPES 15" (375 mm) OR MORE IN DIAMETER.

4. SOLDIER COURSES: LAY INSIDE BRICK ON RADIAL LINES WITH FIRST FOURCOURSES VERTICAL. LAY SUCCEEDING COURSES WITH A UNIFORM BATTER TOOBTAIN AN INSIDE DIAMETER OF 24" (600 mm) AT TOP OF LAST ORFRACTIONAL SOLDIER COURSE. USE SPLIT BRICK TO CLOSE SOLDIER COURSE.

5. STRETCHER COURSES: LAY OUTSIDE BRICK FLAT IN A DEEP BED OF MORTAR.SHOVE BRICK TOGETHER AGAINST ADJACENT SOLDIER COURSE.

6. ROWLOCK COURSE: LAY LAST COURSE OF BRICK ON EDGE ACROSS SOLDIERAND STRETCHER COURSES ON RADIAL LINES, WITH TOPS PARALLEL AND4 1/2° (120 mm) BELOW FINISHED GRADE.

7. JOINTS: INSIDE JOINTS SHALL BE NEATLY STRUCK AND SHALL NOT EXCEED3/8" (10 mm) IN THICKNESS.

8. STEPS: MANHOLE STEPS SHALL CONFORM WITH SPPWC 635 TYPE 3.THE TOP STEP SHALL BE PLACED JUST UNDER THE MANHOLE FRAME. THELOWEST STEP SHALL BE PLACED BETWEEN 8" (200 mm) AND 24° (600 mm)ABOVE THE SHELF.

9. WALL THICKNESS: BRICKWORK SHALL BE 8° (200 mm) THICK TO A DEPTH OF22' (6.5 m). BRICKWORK BELOW 22' (6.5 m) DEEP SHALL BE 12° (300 mm)T}i I CK.

10. A FLEXIBLE JOINT SHALL BE INSTALLED AT THE FIRST JOINT FROM MANHOLEFOR ALL CONNECTIONS EXCEPT THOSE WITH REINFORCED CONCRETE PIPE.


203-2BRICK SEWER MANHOLESHEET 2 OF 2

RAISE LETTER-_ -~ 3/16" 5 mm_,,~-; ' ~.,

~; `:.~~~ i~ ~i ii -~ ~-- ii~\ M lI

\\~\~ Sri

~/

~\~` ~ ~i~~~ ~

ACCESS COVER

-~~~ ~ ~~ 13" 330 mm ~ ~ EN 1" (25 mm) 'n~~~ M

~' E 3

`^° 110" (254 mm~l ~0 mm)v

SECTION A-A

ACCESS FRAME~~

-~~14 1 2" 368 mm E

~ c`.~ ,~13 1x(342 mm) ~ N~

~ ~~~

~~~

i –

M

~E~ ~

~N: Eco ~

11 1 2" 292 m17" (432 mm~

SECTION B-B

24' ap (soo m) MIN a~ =- - ~ ~ p

~~ ~~' ~~ ..~ i~ I ~.\ /d .

~~ ~i~_~~ d~

a

PLAN

i s.,(4 mm) MIN y z

.~.i0 ~

-- - N

O------- ~ .e ~ ~n

v

ACCESS FRAMES 1& COVER

ACCESS CAP 11 °(275 mm) DIA x 1 /2°(15 mm) THICK w/3/4" (20 mm)FINGER HOLE °~

CONSTRUCTION ~ .aJOINT

E C

4" ~i(100 mm) MI

Z E .' '.

a

M a~

(200 mm) 8~~SEWER (200 mm) WYE EI E

4

o~.~

a~ C

ao cn •a ~/

~' ELL

ZQJ

wa

0

EE DETAIL ASHZET 2

CAP E

N p ~

— ~n

(100~MIN ~\/i, /, ~/~ ~ TE Z

UNDISTURBED EARTH E ~o _^

SECTION D-D °~STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PROMULGATED 8Y 7HE STANDARD PLANPUBIJC~~

OOK COMNIT7EE INS1Bfl3 TERMINAL CLEANOUT STRUCTURE 2~4-2REV. 2005, 2008


NOTES:

1. SEE PLANS FOR VALUES OF DIMENSION D AND ELEVATION E.

2. PIPE AND FITTINGS, UNLESS OTHERWISE NOTED, SHALL BE OF THE SAME MATERIALS AS THESEWER, UNLESS APPROVED ADAPTORS ARE USED, AND MAY BE ANY OF THE FOLLOWING:A. VC PIPEB. PE PIPEC. ABS SOLID WALL PIPED. ABS COMPOSITE PIPEE. PVC PLASTIC PIPE

3. PIPE AND FITTINGS SHALL BE BEDDED AND ENCASED IN PCC AS SHOWN. PCC SHALL BECLASS 450-C-2000(265-C-14). JOIN AND ALIGN PIPE AND FITTINGS BEFORE PLACING CONCRETE.MAINTAIN ALIGNMENT WHILE PLACING AND ALLOWING PCC TO SET.

4. THE ACCESS FRAME, COVER AND CAP SHALL BE CAST IRON. THE FINGER HOLES MAY BEDRILLED OR BLOCKED OUT PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED OUT.

5. THE CONTRACTOR MAY PLACE EITHER CIRCULAR OR SQUARE CONCRETE PIPE WALL SUPPORTS.


204-2TERMINAL CLEANOUT STRUCTURESHEET 2 OF 2

INSTALL MANHOLE FRAMEAND COVER (SEE NOTE 1C)

PROPOSED GRADE ORTOP OF A~ANHOLE

~~ ~t

•- •- ~ ~ ~ l

'~;/ %

12" (300 mm) MIN.24" (610 mm) MAX.(SEE NOTE 2A)

TOP OF EXISTINGBRICKWORK

INSTALL MANHOLE FRAME ANDCOVER (SEE NO1E 1C)~

PROPOSED GRADE ORTOP OF MANHOLE

EXISTING GRADE OR DTOP OF EXISTING (SEE NOTE 18)MANHOLE

LJ LJ

REMOVE EXISTINGBRICKWORK TO ANELEVATION ATWHICH INSIDEDIAMETER OFEXISTING MANHOLEIS NOT LESS THAN30" (750 mm)

RAISING EXISTING BRICK MANHOLES

INSTALL MANHOLE FRAMEEXISTING GRADE OR TOP AND COVER (SEE NOTE 1C)OF EXISTING MANHOLE~~

TOP OF EXISTING BRICKWORK

~ ITO NPROPOSED GRADE OR ~ r I ~ E BR CKWORK NTOP OF MANHOLE ~~ ~ ~ ~~ io ELEVATION AT

~~o

~ `~~ WHICH UPPERII II PORTION OF

~MANHOLE CAN BE

RECONSTRUCT ~~ ~~ RECONSTRUCTEDBRICKWORK, ~~ 5 ~ ~ ON A TAPER NOT40" (1 m) MIN. ~ ~ TO EXCEED TWO2

~ m HORIZONTAL TO''' '- FIVE VERTICAL

II ~ F 0 I II

I~ ~ ~ ~ Z ~ j 1/2" (15 mm)~I I ~ W I II CEMENT~ ~ ~ ~ ~ ~~ PLASTER

ii i .".~I ~--L4

i i~,--~ I~- EXISTING

~ Si it MANHOLE

L-----}-----J

LOWERING EXISTING BRICK MANHOLES

--- --~1 1 1 1 Z

1 \ ~1 I 1 1 ~

1 \ E1 1 I 1 1/ / 1 ~ ° zL 1__________1 , MICI ~~.~~

wWN

EXISTINGLL_______—__1J MANHOLE

~~~

L1__________1J

RAISING EXISTING PRECASTCONCRETE SEWER MANHOLESEXISTING GRADE OR TOP OF EXISTING MANHOLE_

PROPOSED GRADE OR INSTALL MANHOLETOP OF MANHOLE FRAME AND COVER

n.n ~ n.n (SEE NOTE 1c)

~r~------~ul

(SEE NOTE 1B)~

fir}-------~tr~1 1 1 1/ / 11 I 1 1 ~

1 / I 1 1 ~ ~'1 \

'u~-----------~o zr~

II II WWN

'~ EXISTINGL1__________~J MANHOLEr-t--~= r~

~~~LL----------~J

LL_____—_---1J

LOWERING EXISTING PRECASTCONCRETE SEWER MANHOLES

BRICK MANHOLES PRECAST CONCRETE SEWER MANHOLES

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONPROMULGATID BY THE STANDARD PLAN

PUBIJC WORKS STANDARD, ~N~.GREENBOOK COMAAIT7EE'°B'` SEWER MANHOLE AD JU STM EN T /~ O C - /~

L ~ LREV. 1888, 2009


NOTES:

1. GENERALA. EXCEPT AS INDICATED HEREON OR ON THE PLANS, MANHOLES SHALL

CONFORM T0: SPPWC 200, PRECAST CONCRETE SEWER MANHOLE ANDSPPWC 203, BRICK SEWER MANHOLE.

B. DIMENSION "D" SHALL BE THE SAME AS THE SIZE OF MANHOLE FRAME ANDCOVER TO BE USED.

C. THE CONTRACTOR MAY REUSE THE EXISTING MANHOLE FRAME AND COVER, UNLESSDAMAGED DURING THE WORK OR WHEN OTHERWISE SHOWN IN THECONTRACT DOCUMENTS. ITEMS DAMAGED BY THE CONTRACTOR SHALLBE REPLACED WITH IDENTICAL NEW ITEMS AT NO EXPENSE TO THE AGENCY.

D. EXISTING STEPS LOCATED WITHIN REMOVAL LIMITS SHALL BE REPLACED. WHENREMOVAL OF EXISTING STEPS BEYOND THE MANHOLE REMOVAL LIMITS ISSHOWN ON THE PLANS, THE STEPS SHALL BE REMOVED TO A DEPTHOF 2" (50 mm) BEYOND THE INSIDE FACE OF THE BRICK MANHOLE ANDTHE HOLES SHALL BE FILLED WITH CLASS "D" MORTAR.

2, RAISING EXISTING BRICK MANHOLES

A. BRICK MANHOLES TO BE RAISED LESS THAN 1' (300 mm) MAY BEEXTEND VERTICALLY, PROVIDED THAT AT A DEPTH OF 2 1/2' (750 mm)BELOW THE TOP OF THE MANHOLE AT ITS NEW ELEVATION, THE INSIDE DIAMETEROF THE MANHOLE IS 30" (750 mm) OR GREATER.

B. BRICK MANHOLES TO BE RAISED LESS THAN 3 1/2" (90 mm) MAY BE RAISEDBY APPLYING CLASS "D" MORTAR TO THE TOP OF THE EXISTING BRICKWORK.IF THE BRICK MANHOLE IS TO BE RAISED 3 1/2" (90 mm) OR MORE, ANEW COURSE OR COURSES OF BRICKWORK SHALL BE PLACED ON TOP OF THEEXISTING BRICKWORK.

3. LOWERING EXISTING BRICK MANHOLES

A. WHERE A BRICK MANHOLE IS TO BE LOWERED LESS THAN 1' (300 mm),THE FRAME MAY BE RESET ON THE EXISTING BRICKWORK AND THE 40"(1 m) MINIMUM BRICKWORK RECONSTRUCTION OMITTED, PROVIDED THAT THEBASE OF THE FRAME DOES NOT OVERHANG THE BRICKWORK ON THE INSIDESURFACE OF THE MANHOLE MORE THAN AN AVERAGE OF 1 1/2" (35 mm) IN ANYQUADRANT NOR MORE THAN 2" (50 mm) AT ANY POINT.

4. RAISING EXISTING PRECAST CONCRETE SEWER MANHOLES

A. PRECAST CONCRETE MANHOLES TO BE RAISED LESS THAN 3'~ (75 mm) MAY BERAISED BY APPLYING CLASS "D" MORTAR TO THE TOP OF THE EXISTING MANHOLE,PROVIDED THE TOTAL HEIGHT OF MORTAR, EXISTING AND NEWLY APPLIED,DOES NOT EXCEED 3" (75 mm).

B. WHERE THE PRECAST CONCRETE MANHOLE IS TO BE RAISED 3" (75 mm)OR MORE, OR WHERE THE TOTAL HEIGHT OF MORTAR, EXISTING AND NEWLYAPPLIED, WOULD EXCEED 3" (75 mm), GRADE RINGS SHALL BE UTILIZED..CLASS "D" MORTAR MAY BE USED FOR FINAL ADJUSTMENT, BUT NOT MORE THAN3" (75 mm) IN HEIGHT. WHERE RAISING THE MANHOLE WOULD RESULTIN THE UPPER SEGMENT OF THE SHAFT BEING MORE THAN 30" (750 mm)IN HEIGHT, REMOVE THE REDUCER AND THE UPPER SEGMENT OF THE SHAFT,INSTALL ADDITIONAL RINGS OR PIPE TO THE LOWER SEGMENT OF THE SHAFT,AND REINSTALL THE REDUCER AND GRADE RINGS AS REQUIRED.


205-2SEWER MANHOLE ADJUSTMENTSHEET 2 OF 3

5. LOWERING EXISTING PRECAST CONCRETE SEWER MANHOLES

A. REMOVE SUFFICIENT GRADE RINGS TO LOWER THE MANHOLES AS REQUIRED,APPLY CLASS "D" MORTAR TO A HEIGHT NOT EXCEEDING 3" (75 mm)FOR ADJUSTMENT TO FINAL GRADE.

B. WHERE REMOVAL OF GRADE RINGS WOULD RESULT IN THE UPPER SEGMENT OFTHE SHAFT BEING LESS THAN 12" (300 mm) IN HEIGHT, REMOVE THE REDUCERAND SUFFICIENT SECTIONS OF THE LOWER SEGMENT OF THE SHAFT ANDREINSTALL ANY NECESSARY SEGMENT OF THE LOWER SHAFT, THE REDUCER, ANDTHE GRADE RINGS TO CONFORM TO THE REQUIREMENTS OF THIS PLAN.

C. EXISTING GRADE RINGS NEED NOT BE REMOVED IF EXISTNG MORTAR IS REMOVED,AND AT LEAST 1 1/2" (35 mm) OF MORTAR MAY BE PLACED ON TOP OF THEEXISTING GRADE RINGS TO RESEAT THE FRAME.

6. REPLACEMENT OF BRICK REDUCER WITH PRECAST CONCRETE REDUCER AND SHAFT

UNLESS OTHERWISE INDICATED ON THE PLANS, THE CONTRACTOR MAY INSTALLA PRECAST CONCENTRIC CONCRETE REDUCER, CONCRETE GRADE RINGS, ANDCONCRETE PIPE IN LIEU OF RECONSTRUCTING A BRICK REDUCER, PROVIDED:

A. THE MAXIMUM ID OF SEWER PIPE CONNNECTED TO THE MANHOLE DOES NOTEXCEED 8" (200 mm).

B. THE CONTRACTOR SECURES PRIOR APPROVAL FROM THE ENGINEER TO INSTALLTHE CONCENTRIC REDUCER ONTO THE MANHOLE SHAFT. THE ENGINEER MAY,AS PART OF THE INSTALLATION REQUIREMENTS, REQUIRE THE CONTRACTORTO COAT THE INSIDE OF THE REDUCER, RINGS, AND PIPE WITH AN APPROVEDCOATING.

C. THE CONCRETE GRADE RINGS, THE CONCRETE REDUCER, AND ANY CONCRETE PIPESHALL BE JOINED TOGETHER AND BEDDED ONTO THE EXISTING BRICK MANHOLEWITH CLASS "D" MORTAR. THE DEPTH, WIDTH, AND THICKNESS OF THE MORTARSHALL BE OF SUFFICIENT DIMENSIONS TO PROPERLY AND ADEQUATELY JOIN ANDBED THE COMPONENT PARTS.


205-2SEWER MANHOLE ADJUSTMENTSHEET 3 OF 3

PROPOSEDSTREETSURFACE

-~ .

EXSTING STREETSURFACE ❑

9/32° •3.•'rr1r~ :45::::'.HOLE COUN~:-~::~SUNK

1/4" (6 mm) ~ FLAT HEAD RAWL

\II\

- ̀ ~►

RAWL LENGTH EQUALS D+1 1Sy2~K(40 mm) MIN

RAISING RINGS TO BE MADE OFSTEEL, ASTM DESIGNATION ATMERCHANT QUALITY

WELD JOINTS AND GRINDFLUSH. WELD PENETRA-

\ 110N TO BE 1 /8" (3 mm).

STANDARD MANHOLE FRAME PER SPPWC 210

STEEL RAISING RINGS

~~a`

STING STREET~FACE~

mm)~.,~~~~~SS STEEL

SOCKETHEAD CONE-POINTED SETSCREW,5 f8° (16 mm) IINC-1 (25 mm)

CAST IRON RAISING RINGS

SECTION A-A


PROMULGATED BY 7HE STANDARD PLANPUBIJC WORKS STANDARDS INC

GRFIIJBOOK CONMITiEE MANHOLE RAISING RINGS ^~OM~~1G84 V


ninT~c•

1. MACHINE SEATS FROM CAST IRON RINGS.

2. THE CAST IRON USED SHALL CONFORM TO SSPWC 206-3.

3. THE METAL RAISING RINGS MAY BE USED IN LIEU OF THE REGULARMETHOD OF ADJUSTMENT UTILIZING MORTAR OR BRICK AND MORTARUNDER THE FOLLOWING CONDITIONS.

A. ONLY ONE ADJUSTMENT WITH RAISING RINGS WILL BE ALLOWEDON ANY MANHOLE.

B. MAXIMUM "D" SHALL BE 3" (75 mm).


206-2MANHOLE RAISING RINGSSHEET 2 OF 2

MIN. DISTANCE BETWEENHOLES APPROX. 7/2OF SMALLEST PIPE OD

Pi er.i view

PRECAST CONCRETE MANHOLEPER SPPWC 200

148' (1~20D mm)i r- -~i

t J

~ ~ ~ONO MORTAR I 1OP 1~ OD PIPE1 ~

O~ UTLET

e

INLETZ i~ ~~~

~C(~EA~H WAY~225 mm)

SECTION A—A

)N

MAX OD=0.707 xMH ID

45' DEFLECl10N

PIPE SPACENGS

SLOPE SHELF TOWARDS CHANNEL

~DO NOT MORTAR EXTERIORPERIMETER OF PIPE OPENING(TYPICAL. FOR ALL PIPES)

50 mm)

PIPE TO MANHOLE FLEXIBLECONNECTOR PER SSPWC 208—fi


P~~~~~ BY TME PRECAST REINFORCED CONCRETE STANDARD PLANP4JBLIC NgRK5 :STANDARDS INC.

~~'eOC~` "~'"M"'~,ate MANHOLE BASE 207-2~. ,~.SHEET 1 OF 2USE WITH STANDARD SPECIFICA'f10NS FOR PUBLIC WORKS CONSTRUCTION

NOTES

1. CONCRETE BASE AND STUB WALLS SHALL BE POURED IN ONEOPERATION.

2. CONCRETE FOR ALL PRECAST UNITS SHALL BE COMPACTLYVIBRATED IN THE FORMS. IT SHALL BE CURED ACCORDING TOAPPROVED PRACTICE EITHER BY STEAM, SPRINKLING, MEMBRANESOLUTION, OR A COMBINATION OF THESE. IT SHALL DEVELOP3500 PSI (25 MPa) OR GREATER STRENGTH IN 28 DAYS.

3. THE DEPTH OF CHANNEL SHALL EQUAL THE PIPE DIAMETER FORALL SIZES OF PIPE. FOR SPECIAL CHANNELS IN TRAP OR GAUGINGMANHOLES, SEE SPECIAL PLANS.

4. CEMENT MORTAR INSIDE JOINTS SHALL BE NEATLY STRUCK ANDPOINTED AND SHALL NOT EXCEED 3/8" (10 mm) IN THICKNESS.

5. STUB WALLS AND BASE SHALL CONFORM TO ASTM C 478 ANDSHALL HAVE A MINIMUM OF 2" (50 mm) COVER THE STEELON THE INSIDE FACE.

6. INVERT CHANNELS AND SHELF MAY BE POURED AT THE FACTORYOR IN THE FIELD AT THE OPTION OF THE CONTRACTOR.

7. BEDDING FOR PRECAST BASE SHALL BE EQUAL TO BEDDING FORPIPE. IF PIPE IS PLACED ON NATIVE MATERIAL USE 6" (150 mm)MINIMUM CRUSHED ROCK UNDER BASE.


2~~-2PRECAST REINFORCED CONCRETE MANHOLE BASESHEET 2 OF 2

EXIBRIMA

EXISTINLET

EXISTING PRECASTCONCRETE MANHOLE

1 ~

/ 1r ~i t

CORE CUT HOLE OR ~ ~BREAK OUT BRICKSCAREFULLY AND NEATLYTO FORM MINIMUM ~ ~OPENING OF OQ + Y I CORE CUT HOLE(50 mm). SECURELY FASTEN "D'x ~ (DIA=0D+2" ~i' (300 mm) STUB INTO (50 mm) MAX)

~ ~HOLE MATH CEMENT MORTAR

(1~')xSTUB m ~

ExisnNf ~-___ __~INLET

SECTIONAL ELEVATION A—A

~OUTLETG

EXISTING SHELF

EXISTING JCHANNEL.

— / ~/

r

EXISTING J/ I-

SECTIONAL ELEVATION C—C

EXISTING ■BRICK MANHOLE

EXISTING' SHELF

- CHISEL OUT EXISl1NG ~CONCRETE SHELF TO ~FORM NEW CHANNEL /SMOOTH CHANNELSURFACE WITH 1 f2" ~(15 mm) CEMENT MORTAR ~ ~

'~j ~ EXISTIN~ WIINLET Z

A A

"D~x 1'(340 mm)STUB 1/8 BEND ~~

INSTALL "D"x6° ~ SECURELY FASTEN(150 mm) Wl'E OR TEE D'xt' (300 mm) STUB

INTO CbRED H6LEWITH CEMENT MORTAR

STOPPER ~ 150 INS O"D°x6"

EXISTINGOUTLET

EXISTIWGCHANNEL

}

/ J EXISTING/ / PRECAST

i' / CONCRETE,i MANHOLEi

CORE CUT HOLE I~DIA=OD+MA~50 mm))

6' (150 mm)6 (150 mm) t mm) R TEE ~ HOUSE LATERAL

B HOUSE LATERAL.

.SECTIONAL PLAN OF BASE STOPPER ~

INSTALL °D°x6' (750 mm) EXISTING MANHOLE

w~ oR rEE SECTIONAL PLAN OF BASENEW CHANNEL EXISTINGEXISTING CONC. OUTLET~, SHELF TO REMAIN

D"x1' 300 mm ' a --` ' A •= ' e 1J2' (15 mm~ ) ..STUB ..p ..y, ..o ..,., ..o .,~, CEMENT MQRTAR

STOPPER

SECTIONAL ELEVATION B—BCHANNEL BASE

STANDARD PLANS FOR PUBLIC 1NORKS CONSTRUCTION

PROMULCAlID BY THE STANDARD PLANPUBLIC WORKS STMlDARDS, ING,

GREENBOOK C04MIT7EEg R EAK I N G 1 N TO EXI STl N G MANHOLES R /j~

iZ ~7884 V iREV. 1988. 2008

SHEET 1 OF 2USE WITH STANDARD SPECIFICAl10NS FOR PUBLIC WORKS CONSTRUCTION

NOTES:

INVERT ELEVAl10N OF "D" x 1~ (300 mm) STUB AT THE INSIDEFACE OF MANHOLE TO BE 0.10' (30 mm) HIGHER THAN EXISTINGOUTLET INVERT ELEVATION.

2. THE CORE CUT HOLE SHALL BE MADE WITH EQUIPMENT SPECIALLYDESIGNED TO CUT A SMOOTH HOLE WITHOUT SPALLING OR DAMAGETO THE REINFORCING STEEL OR STRUCTURE.

3. "D" TO BE 8" (200 mm) MINIMUM.

4. ALL WORK SHALL BE UNCOVERED AND CONVENIENT FOR THEINSPECTION.

5, ALL CEMENT MORTAR SHALL BE CLASS "D" PER SSPWC 201-5.1.

HOUSE LATERAL NOTES:

WYE SHALL BE LAID WITH 1~8~ (3 mm~ RISE PER 1° (300 mm) AND 6"(150 mm) SPUR AT 45' ROM HORI ONTAL UNLESS OTHERWISE NOTEDON PLANS.

2. "D" X 4" (100 mm) WYE OR TEE AND 4" 100 mm) HOUSE LATERAL MAYBE SUBSTITUTED FOR D° x 6" (150 mm) OR TEE AND 6'(150 mm) HOUSE LATERAL.

3. USE TYPE "D° OR " G" JOINTS PER SSPWC 208-2.


208-2BREAKING INTO EXISTING MANHOLESSHEET 2 OF 2

~E t Y~i~~ "~ 0° (6-13 mm) RIBS

70 mm ~y7. ~kl

oaoono~OOO~~QOuOOOO , ~ ~ SEE DETAIL

O O O ~ NOTCHES

o~~°O~~~aDQ~~O~~ ~ w ga o0 00 0

A ~~~~~ ~~o~Cla~°o J A B E ~ ~~ /3' X76 mm)

o ~3 ---~~~~D D ~aa

"' ~ 3" X76 mm)

Dp~~Q~QQd ~d~~Q~p~ ~ ~~ ̀ ♦ff~~J O a D OO ~ ~

i j OOOOOQ pOOQ~ ~ ING GUID ,

SLOT "A" J ~00040~ ~~OÔ~ 44 mm /~ m

QQ❑ ~~~ (1 3/4'~ TYP

PLAN OF COVERToP viEw 5 4•

PLAN OF FRAME642 mm QIA.OT `~

572 mm DI ~ ~ ~~

. 11 4' Êmm ~

E

E 25 1 f 642 mm WA `_ ~~~ mm 25 1 2' 648 mm~ ~ E. ,N ~ eo mE E ~E '.E j ~. 34, EE

~, ~ m ~ N n~ f mm) R. TYP. 3 4' T ~ E 1 8•

-- ~~ {3 mm ~ r (3 mm~ R.

Es _ — I VARIABLES ~ ,~

~ E ~~ 23 3/4' X603 mm) ~~'-"--'• E ~ E mm ~ ~ v~ 1 n E, 37 24' 810rmm 3~ ~

n r~ ~ 98 mm 31 3/4' (906 mm) 98 mm

SECTION A—,4 COVER LUGEND VIEW SECTION B—B

E7 n E E" Yf, E E~ E ~E 6~ r

(~~S \ , O. `~ v~'~ 'c,`~ (152 mm) n °n

J 3'~,3 B'

M Xg~ mm1'(25 mm) HOLES g~ ~~

4r E (127 mm) 25 mm

nE ~ ~,y'~ ~, a ̂ ~~ LOCKING GUIDE~„~q„ SIDE VIEW C-C

~~

5 8'

20 3/4' (527 mm) ~ E mm r^r^~ 1 1

21 1/8' (537 mm) Iii i r

22 1/8' (562 mm) ----

22 i 2` 572 mm E -----.

25 1/4' (647 mm) ~ En

PLAN OF COVER DETAIL OF NOTCHESBOTTOM VIEW


PROMULCAlID BY THEPUBl1C NgRKS STANDARD$ ING, 2q." (6.10 mm) MANHOLE FRAME

STANDARD PLAN

,ate'''~°°" ~"""'~ AND COVER—LQC KING TYPE~~ ~—~

RE,,. ,993. ,996. 2008SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

NOTES:

THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLAS"S 35B.

2. THE FRAME AND CaVER SHALL BE COATED WITH ASPHALTUM C3RBITUMINOUS PAINT AFTER TESTING AND INSPECTION.

3. COVERS SHALL BE C,~ST WITH. TH'E LETTER "'Q" FAR STORM DRAINSAND "` S" FOR SEWERS AND THE AGENCI' IDENTIFICATION IN ACCORDANCEWITH INSTRUC'TICINS FURNISHED BY THE AGENCY. THE LETTER "D" OR"S" SH:A:LL BE APPRÒXJMATELY 2 1 f2" {65 mm) HIGH WITH 1/2" (13 mm)LCNE WIDTH. AND PLACED 1N THE CENTER {3F THE COVER. ALL LETTERSSHALL BE FLUSH WITH THE FINISHED SURFACE OF THE. COVER.

4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THEBC7TTOM OF THE COVER ..AND QN THE INSIDE OF THE FRAME.

5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORJGINMARKING 1N COMPLfANGE WITH FEDERAL REGULATIONS.

6. WEIGHT OF FRAME SHALL BE 16Q POUNQS (73 kg)`. WEIGHT OF COVERSHALL BE 200 POUNDS, {91 kg). ACTUAL WEIGHTS SHALE BE WITHINA RAhJGE 0~ 95~ TO 110:%.

'7. THE MANHOLE 'FRAME AND COVER SHALL BE JNSPECTED BY THE ENGINEERPRIER TO SHIPMENT TD THE JOBSITE. ACCEPTANCE WILL BE INDICATEDBY THE AGENCY`S MARK.

8. THE PROOF—LOAD FOR 'TEST METHaD B OF SSPWC 2Q6-3.2IS 55.,.300 POUNDS {228: kN),

g. COVERS FOR MANHOLES LOCATED IN EASEMENTS', ALLEYS, PARKWAYS ANDALL OTHER PLACES EXCEPT PAVED STREETS SHALL 8E PRQVIDED WITHSOCKET SET SCREW LACKING DEVICES. DRILL AND TAP TWO HOLES TO A'DEPTH OF 1" (25 mm) AT 9C7° TO PICK HOLE AND INSTALL 3/4"x 3/4" (~`9 mm x 19 mm) STAINLESS STEEL SOCKET SET SCREWS WITH3/8" (10 mm) RECESSED HEX HEAD. ALL THREADS SHALL BE N, C.

STANDAaD PLANS FCIR PUBLIC WORKS CONSTRUCTION STANQARD PLAN

~~ Q-324~ (610 mm MANHOLE FRAMEAND C OVE~ LOCKING TYPE SHEET 2 OF 2

SYMMETRICAL ABOUT C~

R=16 11 16" 424 mm ' 1/2' (13 mm) N.C. x 1° (25 mm) LONG CAP5`CREW WITH WASHERR=16 9 16' 421 mm AND GASKET

R=13 1 2" 343 mm SEE EYEBOLT DETAIL HEREON)SEE NOTES 3 AND 6)

958' 245 mmE 3 1/2"E 9 mm

Qv

E 1`2° (13 mm) N.C. x1 (25 mm) LONG CAP

} I n SCI~EW TYI~ICALF

SEE EYEBOLTDETAIL

1 /2 (13 mm)HEREON Q N.C. NUT TYPICAL

2 1 /8° (54 mm) WIDE (MIN.)GASKET Nom s)

~_-.~ . ,~ . ~ (SEE 4 Q. 4 ~ a

. •DP p 3'-4 1/4' (1022 mm) 0 4p• . o

.. , 'p, ,0n

v Z

'o - SECTION - ', '~.MANHOLE FRAME AND C 0 VE RMANHOLE WALL (CONCRETE, ,,Z° (~3 mm) ANCHOR,

MORTAR, OR OTHER MATERIAL 8 200 mm) LONG(SEE NOTE 8) TYP CAL

DETAIL OF FRAME

5/8" (1fi mm) HOLESTYPICAL (SEE NOTE

DRILL AND TAPFOR 1/2' (13 mm)N.C. THREAD

IACHINEINISHEDSURFACE

DRILL 5/8~~16 mm) HOLES

RILL AND TAP)R 1/2' (13 mm)C. THREADS TYPICAI n n r c~ c~ i I f~ r rl I A Tr

DRILL AND TAP FOR1 2' (13 mm) N.C.READS TYPICAL

(SEE NOTE 4)

DETAIL OF BOLT HOLESPACING IN FRAME

``~ PkESSURE p~q~ EL

(SEE NOTES 3 AND 6)

2' (51 mm) DIA WASHER mm) DIA

GA$KET )(SEE NOTE 6)

~UT 13 CAL N.C.

1/4' (6 mm) MINIMUM

EYEBOLT DETAIL(2 REQUIRED)


PROMULGATED BY THE MANHOLE FRAME AND COVER STANDARD PLANPUBLIC WORKS STANDARDS, ING,

GREENBOOK COMMITTEE1884 PRESSURE TYPE 211-2


N JTES:

1. EXCEPT AS OTHERWISE INDICATED, THE MANHOLE :FRAME AND COVERSHALL CONFORM TO SPPWC 632, 30" (762 mm) MANHOLEFRAME AND COVER.

2 THE PRESSURE PLATE SHALL BE STEEL CONFORMWG TO ASTM A36(A 36M), AND SHALL BE GALVANIZED AFTER FABRICATION, BUT 'BEFOREINSTALLATION OF SCREWS AND BOLTS.

3. CAP SCREWS AND EYEBOLTS, INCLUDING WASHERS AND NUTS ATTACHEDTHERETO, SHALL BE' FABRICATED FROM ANY SERfES 300 STAINLESSSTEEL.

4. ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING, ORPLUGGED PRIOR TO CASTING.. THEY SHALL NOT BE PUNCHED..

5. ALL IRON CASTING SHALL RECEIVE AN ASPHALTIC GATING AFTERFABRICATION,

6. GASKET MATERIAL SHALL BE 1 /16" (2 mm) THICK NEOPRENE RUBBER.PRESSURE PLATE GASKET SHALL BE 2'-7 1/4" {794 mm) O.D.

7, ALL NUTS AND 80LTS SHALL 8E TIGHTENED TO A MINIMUM TORQUE OF25 FOOT-POUNDS (34 Nm).

8, FRAME SHALL BE SET ON 1 /2" (13 mmi) THICK MINIMUM WET MORTARBASE, CLASS "B" MORTAR.

9. MANHOLE FRAME AND COVER' AND PRESSURE PLATE ASSEMBLY SHALLBE TESTED FAR ACCURATE FIT PRIOR TC7 DELIVERY TO JOB5ITE ANDMARKED IN SETS.


211 2MANHQLE FRAME AND COVERPRESSURE TYPE BEET 2 ~F 2

GROUND SURFACE FRAME & COVER

GROUND SURFACE7 SPPWC 211

0

24a , a

~o • ~'a

00 mm) DI

.. 30" 11: .'a

.o . (750 mm) DIA ~ ~o .

NCHOR BOLT TYP ~ ~SEE DETAIL B e' CLASS "B" +~•e~;

o' MORTAR ;~r,o (SEE NOTE 3) r

a4 • ` ~'

•; .

~ . ~. .

BRICK MANHOLE SHAFT

5'-6".65 m

PRECAST CONCRETE CONE

1~2° (13 mm) N.C. ANCHOR BOLT8 (200 mm) LONG (TYP)

1 1/2" (40 mm) TYP

NUT ~1~j ) N- f~

4-#5 (#16M)\ /

1l

(300 mm) MIN ~F(~'.TI(~N A—A\ /

e e

1

e..p.p; ..p

. ~O~

..p.p,- e

. G

---Q--- Q.~ ~ ' '

~,- D D~NQ,

--r •Q ~ ~ ~ •Q ,e, f

o, ,o•a, .-o•o.. ,'p. .. ,'p. ,.


PROMULGATED BY 7HE ANCHOR SYSTEM FOR STANDARD PLANPUBLIC WORKS STANDARDS, INC.,

GREENBO o~~M~~ PRESSURE COVER 212-2REV. 7996, 2009


NOTES:

1, ANCHOR SYSTEM DESIGNED FOR LESS THAN 10' (3 m) OF HEAD.

2. MINIMUM EMBEDMENT OF 1/2" (13 mm) 4 ANCHOR BOLT WITH HEADSHALL BE 5" (130 mm).

3. SET CONCRETE ANCHOR ON WET, CLASS "B" MORTAR ON TOPOF BRICK MANHOLE SHAFT OR PRECAST CONCRETE CONE.

4. UNLESS OTHERWISE NOTED, 1 /2" (13 mm ~ ANCHOR BOLTS ANDNUTS ARE REQUIRED AND SHALL BE FA RICATED FROM ANYSERIES 300 STAINLESS STEEL.

5. NUTS ON ANCHOR BOLTS SHALL 8E TIGHTENED TO A MINIMUMTORQUE OF 25 FOOT-POUNDS (34 Nm).


212-2ANCHOR SYSTEM FORPRESSURE COVER SHEET 2 OF 2

BARS ARE TO BE LEFT VERTICALAND BENT IN PLACE WHEN BEAMIS FORMED

#3 ~#10M) BARS7 ~~~-~ I`~ 6•~I

s. z: ~::.:• :;aa. •~:'6~ q~]7

.~

E .• ~.~

~`

10" (250 mm)MIN ON SOLIDGROUND

16' (400 mm)PAPER TUBING

~~

afE 16~g ~ X400 mm

3 10M >4S• BARS

xy?.

z ~ ~~s

—'.:k~PAPER ~S~ 6'TUBING ~~ (150 mn

TRENCH ~ ~Isa CONCRETE

E ~;r~:

~ x`~~~~• E SECTION B-B'.~~-~

~C3 #10M) BARSri:.; .

'•':;j;."!

;.e'6~ ~ E

~ 6

E

E N E0 ~ o150 mm

tii'•~ShT:.;:

4~~~£ham':,:

PIPE N 150 mm ~ 150 mm ~M

400 mm'~r'i: Tr;,4~ti~ ~04~ - --8. 8a

'~~'"~•4 '~'`~, 200 mm 200 mm

~ 4e

~

.4-. Y ~ ~:Y

~Y~% ~y'• z E______ (100 mm)

y10M) ~:+?%~• ..

`~•~ ~ E.:~~ N oa 400 mm io~E AIN LINE SEWERBAR

'~

~ ~n

se7:: a l.7:: E

CONCRETE

~~`-~~~`~.,~,~, e

- ~x>~~: ~ ELEVATION SECTION C-C

.4• _ .,_. ~"~`~ CHIMNEY BASE

CONCRETE) ~ E ~J3

SECTION A-A

e—ui /u~nu\ o~oc

SECTION B-B

CASE

-SEE SECl10N A-AFOR RISER

9"225 mm)

z E~ E

N Q

M

o~ ~:. '~-1 /8 BEND ~::~•:~ ;.;•~;;ge ~.

E x~;:

o °'[iaer'r.~ +~:y. ~.:~.

.. ;~~

x~~'~ ~~

L_•..e:taYi•'r~ib;ta i-~n'.t ~ ~~l~

I,t,.- ~:~;.

SECTION D-D TRENCH

CHIMNEY BASE SECTION E-ECASE II



CREENBOOK COMMITfFE CHIMNEYS ^~'/O~~less L

REV. 1893, 1888, 2008USE MATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2

NOTES

1. THE UPPER END OF THE CHIMNEY PIPE SHALL BE AT LEAST 8' (2.5 m)BELOW THE GRADE OF THE LOWER CURB.

2. NO CONNECTION SHALL BE MADE DIRECTLY TO TOP OF CHIMNEYPIPE.

3. WHERE ONE HOUSE LATERAL IS TO BE JOINED TO THE CHIMNEYPIPE, USE A SINGLE WYE AND FACE WYE TOWARDS PROPERTY TOBE SERVED.

4. WHERE TWO OR MORE HOUSE LATERALS ARE TO BE JOINED TO THECHIMNEY PIPE, INSTALL WYE BRANCHES AS FOLLOWS:

A. FOR TWO HOUSE LATERALS, ONE SERVING EACH SIDE OFSTREET, USE A DOUBLE WYE BRANCH.

B. FOR TWO HOUSE LATERALS SERVING THE SAME SIDE OF THESTREET, USE TWO SINGLE WYES STACKED WITH BRANCHESFACING THE PROPERTIES SERVED.

C. FOR THREE OR FOUR HOUSE LATERALS, USE TWO DOUBLE WYEBRANCHES OR ONE DOUBLE AND ONE SINGLE WYE BRANCHSTACKED.

5. EACH DOUBLE OR SINGLE WYE BRANCH AND EIGHTH BEND SHALL BESUPPORTED BY A CONCRETE BEAM AS SHOWN.

6. FOR CHIMNEY BASE, 6" (150 mm) TEE BRANCH OR WYE SHALL BEINSTALLED VERTICALLY ON TOP OF THE MAIN LINE SEWER AS SHOWN.THE CHIMNEY BASE MUST BE POURED AND SET WITH DOWELS ASSHOWN 24 HOURS BEFORE THE CHIMNEY CONCRETE IS POURED.

7. ALL CONCRETE SHOWN SHALL BE CLASS 520-C-2500 (310-C-17).

8. CASE I SHALL BE FOR VITRIFIED CLAY PIPE ONLY.

9. CASE II SHALL BE FOR ALL ALLOWABLE PIPE MATERIALS.

10. FOR ABS PIPE USE SOLVENT WELDED JOINTS ONLY.

tt. A CAP SHALL BE INSTALLED AT THE OPENING OF THE PIPERISER AND AT EACH UNCONNECTED BRANCH, SEALED AROUNDITS CIRCUMFERENCE WITH 1" (25 mm) THICK TYPE "F" MORTAR.


220-3CHIMNEYSSHEET 2 OF 2

N

~A~

SURF,y~E 1O~

R Pip f—.~ .I,,

r~ .' .

p~pf

FOR SLOPING TRENCH WALL ~ FOR VERTICAL TRENCH WALL

I~ TRENCH WIDTH ~~

—~/4 (#l13M) BARS ~

_~ D ~ f ~I p ~ D

v~ ~m~ ~ 4.

,~ Min ~ (1I 0 mm)

11~ mml ~ ~ ~

"r ~ ~

CONST JOIN - ~ I ~

• I' Q

E -N S ~ /

.M.. _ ~ J O ~_~ _ 1 ifp'1 Q

UNDISTURBED EARTH ~ E

(200 mm) ~IIN ° L_

B

SECTION A-A

ELEVATION

PIPE ANCHORS YD

ANCHORS

TABLE A

4'

PIPESLOPE(%)Y:1(100)

LDISTANCE(MAX)

ZDISTANCE(MAX)

100 12' (3.65 m) 4' (1.20 m)

67 14' (4.25 m) 8' (2.40 m)

50 16' (4.90 m) 12' (3.65 m)

40 18' (5.50 m) 18' (5.50 m)

33 20' (6.00 m) 20' (6.00 m)

NOTES:

1. ANCHORS SHALL BE CLASS 450—C-2000 (265—C-14) CONCRETE.

2. FOR CLAY PIPE, ANCHORS SHALL NOT BE PLACED WITHIN 6" (150 mm) OF THE PIPE JOINT.

3. TRENCH SHALL BE BACKFILL PER NOTE 4 ON SHEET 2.

4. SPACING OF ANCHORS FOR PIPE SLOPES BETWEEN VALUES SHOWN IN TABLE "A" MAY BE PROPORTIONED.


PROMULGATED BY THE PIPE ANCHORSSTANDARD PLAN

PUBIJC WORKS STANDARDS INC.GREE7JBOOK COMMITTEE

1884 AND B A C K FI LL STABILIZERS 22~ - 2~v' iee6' 2°°9


FOR SLOPING TRENCH WALL FOR VERTICAL

TRENCH WALL12' MIN 12' MIN

g' ~ (300 mm) (300 mm o (300 mm)150 mm)

2 REDWOODBOARDS

4°x4' (100 mm x 100 mm)REDWOOD POSTOR 2' (51 mm) GALV PIPI

TRENCH WALL)

EMBED IN ANCHOR ORPRE—EMBEDDED SLEEVE

FOR SLOPING TRENCH WALL FOR VERl1CAL

~ TRENCH WALL

12' J ~12'

PIPE

CONCRETE

'~ SECTION C- C\_,Y

~BACKFILLSTABILIZEF

p/Af ~ ~

C x

ELEVATION

BACKFILL STABILIZERS

PIP

~2~'F6" 4150

ALTERNATE 2

TABLE B

GROUND SLOPEX:1

TABLE BY MAX

1:1 5' 1.5 m

1 1 21 9' 2.75 m

2:1 12' 3.65 m

2 1 2:1 16' 4.9 m

3:1 20' 6.0 m

STABILIZERS

~~

NOTES:

1. REDWOOD BOARDS SHALL BE 2" x 12" (50 x 300 mm) WHERE DEPTH OF COVEROVER PIPE PERMITS, OTHERWISE USE 2" x 10° (50 x 250 mm).

2. REDWOOD BOARDS SHALL BE PLACED ON THE HIGH GROUND SIDE OF THE POSTS.

3. EACH REDWOOD BOARD SHALL BE FASTENED BY USING 2-16d NAILS TO EACHREDWOOD POST OR A 3/8" (10 mm) BOLT AND NUT WITH WASHERS TO EACHGALVANIZED PIPE. ALL HARDWARE SHALL BE GALVANIZED.

4. TRENCH BACKFILL SHALL BE CONSOLIDATED BY MECHANICAL COMPAC110N. IN LIEUOF MECHANICALLY COMPACTION, SOIL CEMENT MAY BE USED; HOWEVER, THE TOP12" (300 mm) OF BACKFILL SHALL BE NAl1VE SOIL, MECHANICALLY COMPACTED.

5. SPACING OF STABILIZERS FOR GROUND SLOPES BETWEEN VALUES SHOWN IN TABLE"B" MAY BE PROPORTIONED.

6. THE CONTRACTOR MAY, AT ITS OPTION, SUBSTITUTE DOUGLAS FIR FOR THE REDWOODPROVIDED IT HAS BEEN TREATED WITH PRESERVATIVES.

MINI


22~-2PIPE ANCHORS AND BACKFILL STABILIZERSSHEET 2 OF 2

TOP OF CURBcTREET SURFACE

PROPERTY LINE ~SUNLESS OTHERWISE

OFNMA N LSEWERNOTED

LENGTH A

CAP UNLESSJOINING EXISTING HC(SEE NOTE 4)

ELEVATION F

PROFILE

BRANCH

~} TOP OF CURB1 ~ cTREET SURFACE

PROPERTY LINESUNLESS OTHERWISE

QFNMA N L EWERNOTED

L LENGTH A _

CAP UNLESS LENGTH BJOINING EXST H(SEE NOTE 4) 1/g OR 1/16 BEND~ ̂ AS NEEDED ~

I ELEVATION F ~ELEVATION E k

~ Wti(n O o ~~~

BRANCH

PROFILETYPE C

TOP OF CURB SURFACESTREET

PROPERTY LINE ~UNLESS OTHERWISE

OFNMA N L EWERNOTEDLENGTH A

} CAP UNLESSJOINING EXISTING HC ~(SEE NOTE 4)

CAP~~ ELEVATION F

^ i~ ~ i. 6° (150 mm) WYE ~

= W ~i~~ i•i~ CLASS 450-C-2000_ ~ o -i ̀ : 265-C-14~ W S. ~.. ONCRETE ENCASEMENT ~

= l jw ~: i•:m ~ ;:

z oo ;.~ _~ ~' 1/8 BEND

v oz .::o: ~ ~~ 6° (150 mm) WYE

CAPELEVATION E

16„ BRANCH

SQUAREOR

CIRCULAR PROFILETYPE B

TOP OF CURBSTREET SURFACE

PROPERTY LINE ~SUNLESS OTHERWISE

QFNMA N LSEWER~ NOTED

} LENGTH A

CAP UNLESSJOINING EXISTING HC(SEE NOTE 4)

ELEVATION F LENGTH B

u~ wc~v— ~h ~'2 "

1/8 OR 1/16 BENDAS NEEDED

BRANCH

PROFILETYPE D


PROMULGATED BY THE STANDARD PLANPUBLJC WORKS STANDARDS INC

GREIIJBOOK COMMITTEE HOUSE CONNECTION SEWER ~~~~~1884

REV. 1996. 2009USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2

NOTES

1. EXCEPT AS OTHERWISE INDICATED ON THE PLANS, ALL HOUSE CONNECTION SEWERSSHALL BE TYPE "A" AND SHALL BE CONSTRUCTED ON STRAIGHT LINES AND GRADES BETWEENCONTROL POINTS AND ELEVATIONS.

2. DIMENSIONS:A. Y= 6'(1.85 m)B. LENGTHS "A" AND " B° -SEE PLANSC. HEIGHT "H" -SEE PLANSD. ELEVATIONS "E" AND ° F" -SEE PLANS

3. ALL HOUSE CONNECTION SEWER PIPE SHALL BE 150 mm (6") UNLESS OTHERWISE INDICATEDAND MAY BE ANY OF THE FOLLOWING:

A. VC PIPEB. PE PIPEC. ABS SOLID WALL PIPED. ABS COMPOSITE PIPEE. PVC PLASTIC PIPE

PROVIDED THAT CHANGES FROM ONE TYPE OF MATERIAL OR SIZE TO ANOTHER SHALL BE MADEONLY BY MEANS OF SUITABLE ADAPTERS APPROVED BY THE ENGINEER.

4. THE UPPER END OF THE HOUSE CONNECTION SHALL BE SEALED BY INSTALLING A CAP ANDSEALING THE CAP WITH 1" (25 mm) THICK TYPE "F" MORTAR AROUND THE CIRCUMFERENCEOF THE CAP.

5. EXCEPT AS CONTROLLED BY ELEVATIONS INDICATED ON THE PROJECT PLANS, THE MINIMUMSLOPE FOR ALL PIPE SHALL BE 2% (S=0.02 MINIMUM).

6. THE FIGURE IN A CIRCLE ON THE PLANS ADJACENT TO A HOUSE CONNECTION SEWERSTATION INDICATES THE DEPTH IN FEET (METERS) BELOW THE EXISTING TOP OF CURB TO WHICH THEINVERT OF THE UPPER END OF THE HOUSE CONNECTION SEWER SHALL BE CONSTRUCTED. IFNO DEPTH IS INDICATED, THE INVERT OF THE UPPER END SHALL BE THE ELEVATION SHOWN ONTHE PROFILE. WHERE NEITHER DEPTH NOR ELEVATION IS INDICATED, THE INVERT SHALL BE6' (1.85 m) BELOW THE TOP OF THE EXISTING CURB.

7. BRANCHES SHALL BE EITHER TEES OR WYES AND SHALL BE ROTATED UPWARD FROM THEHORIZONTAL TO AN ANGLE OF 22-1 /2' TO 45' WHEN TEES ARE USED. BENDSARE NOT REQUIRED BUT MAY BE USED AT THE OPTION OF THE CONTRACTOR. WHEN THE BRANCHROTATION DOES NOT CONFORM TO THE SLOPE OF THE HOUSE CONNECTION SEWER, PULLEDJOINTS MAY BE USED FOR ADJUSTMENT.

8. THE MAXIMUM DEFLEC110N AT EACH JOINT FOR 4" (100 mm) AND 6' (150 mm) VITRIFIEDCLAY PIPE HOUSE CONNECTION SEWERS SHALL BE 4' WHICH IS EQUAL TO A PULL OF9/16" (14 mm) FORA 6" (150 mm) PIPE AND 3/8'r (10 mm) FORA 4" (100 mm) PIPE.(PULL IS DEFINED AS THE SEPARATION OF THE ABUTTING PIPE ENDS ON THE .CONVEX SIDE OF THECURVE MEASURED AT THE OUTSIDE PIPE BARREL.)

9. CONNECTION OF A BUILDING SEWER SMALLER THAN 6" (150 mm) TO A 6" (150 mm) HOUSECONNECTION SEWER SHALL BE MADE USING AN APPROVED INCREASER TEE OR AN INCREASERFOLLOWED BY A TEE.

10. ALL HOUSE CONNECTION SEWERS OR PORTIONS THEREOF CONSTRUCTED ON A SLOPE EXCEEDING45' SHALL BE ANCHORED PER SPPWC 221.

11. HOUSE CONNECTION SEWERS CONSTRUCTED PURSUANT TO A HOUSE CONNECTION PERMIT SHALLCONFORM TO ALL APPLICABLE STATUTES AND ORDINANCES.


222-2HOUSE CONNECTION SEWERSHEET 2 OF 2

i.~~~~+~~`~~ i

CONCRETESUPPORTWALL (SEENOTE 10)—

L

~'.. •~ ~Ij-. ~O^ .j.•r ~p~ ~~

a~~~ I /~ '~°.at..~. ~,~ ~d

0%1 Oe v ~°;

CASE A

L

•e ~°.; .'

f~l +~ D O .

~~,t~ ~L—__J CONCRETE SUPPORT

WALL (SEE NOTE 10)

L

i

L

~— —~~~ I ~ ~~~

'.

~~~-I'sr 1° (25 mm) THICK AEXPANSION JOINT UNDISTURBED EARTH

FILLER 1" (25 mm) SANDCUSHION OR APPROVEDEXPANSION JOINTMATERIAL (SEE NOTE S)

CASE D

OPTIONALCLEANOUT

/i~ (SEE NOTE 11)

r~ i /~~

1" (25 mm) ~V_THICK ~/,~

JO NT SION V~ ~~

FILLER~' ~~'~'~

CASE E

L

~.~/j --- 16 _------

v'rl — ~ — — ~ —

j ~~ I ~A

~~ - -- UNDISTURBED';• .•~ EARTH

~ ~~ UNDISTURBED JtL+ ' ~~~+~~ A EARTH ~~\~~i A~~~i 1' (25 mm) SAND CUSHION ~ ~ 1" (25 mm) SAND

V S OOR APPRO ED EXPANSION 1 25 mm) THICK CU HION R APPROVEDJOINT MATERIAL EX ANSION JOINT EXPANSION JOINT(SEE NOTE 8) SADDLE FILLER MATERIAL (SEE NOTE 8)

CASE C CASE F


PROMULGATED BY THE STANDARD PLANPUBIJC WORKS STANDARD. ~N~

GREENBOOK COMMITTEE HOUSE CONNECTION REM OD ELI N G ^ A-/~~~ -/1984 L L

REV. 1998, 2009


L jJ'

~j,,a

--- —~

~I ~ii ii ~' 1~ UNDISTURBED~~ - EARTH~.

A1° (25 mm) THICK ~~ 25 mm SAND

EXPANSION JOINT CU HION R APPROVED'~~~ EXPANSION JOINT~-J±~ FILLER

MATERIAL (SEE NOTE 8)I~

EX~ANSION JOINT FILLER

CASE H

L

//~ I `~

/ —~

____`~

•, ~P, CONCRETE ENCASEMENTAS DETAILED HEREONSHALL BE USED FOR

P, ~ TEES OR WYES ANDPIPE WHERE THE SLOPEOF THE PIPE IS STEEPER

~!,P THAN 1:1 OR SEE NOTE 6/~ \\\P

TEE ORWYE —

4~ 1.2

MIN.

"AP;SEE NOTE 9)

4' (1.2MIN.

A 1° (25 mm SAND CUSHION1" (25 mm) THICK 4R APPRO D EXPANSIONEXPANSION JOINT JOINT MATERIALFILLER (SEE NOTE S)

CASE K

NEW SEWER

CASE R

CONCRETE ENCASEMENTAS DETAILED HEREONSHALL BE USED FORTEES OR WYES AND PIPENMERE THE SLOPE OF THEPIPE IS STEEPER THAN1:1 OR SEE NOTE 6

TEE OR WYE

•NEW SEWER

ÈXIST. SEWER

CASE S

x

X ~~ 'a.:o.

'p 'e:

NOMINAL DIAMETER

INCA ES ( m)

MINIMUM DIMENSIONS

INCHES (mm)

6 (150) 3 (75)

8 (200) 4 (100)

10 (250) 5 (125)

12 (300) 6 (150)

SECTION A-ACONCRETE ENCASEMENT DETAIL

(SEE NOTE 5)


223-2HOUSE CONNECTION REMODELINGSHEET 2 OF 3

NOTES

1. EXCEPT AS OTHERWISE INDICATED HEREON OR ON THE PLANS, ALL HOUSECONNECTION REMODELING SHALL CONFORM TO THE APPLICABLE PORTIONS OFSPPWC 222, HOUSE CONNECTION SEWER.

2. SEE PROJECT PLANS FOR VALUES OF D, L, V, AND W. (DIMENSION L IS THEHORIZONTAL LENGTH OF THE HOUSE CONNECTION REMODELING).

3. EXISTING SEWERS ARE INDICATED BY DASHED LINES. HOUSE CONNECTION SEWERSTO BE CONSTRUCTED ARE INDICATED BY SOLID LINES AND SHALL BE OF THESAME MATERIAL AS THE EXISTING SEWER. THE CONTRACTOR MAY CONSTRUCT THESEWER WITH OTHER MATERIALS ALLOWED BY SPPWC 222 PROVIDED APPROVEDADAPTORS ARE UTILIZED.

4. 1/16 (22.5') OR 1/8 (45') BENDS SHALL BE USED TO REMODEL OR CONSTRUCT ANYSEWER ON A CURVE OR AT ANY CHANGE IN ALIGNMENT. WHERE PHYSICAL OR GEO-

CONTRACTORASI~ALL SUBMIT TOTTHEUENG VEER 1FOR2APPROVAL/THE4PROPOSED THE

METHOD OF REMODELING OR CONSTRUCTION.

5. ALL HOUSE CONNECTION SEWERS TO BE CONSTRUCTED UNDER A PROPOSED CONDUITSHALL BE ENCASED IN CONCRETE AS SHOWN HEREON. WHEN THE HOUSE CONNECTIONSEWER SLOPE EXCEEDS 1:1 THE CONTRACTOR MAY, AT ITS OPTION, PLACE ACIRCULAR CROSS SECTION WITH MINIMUM COVER EQUAL TO DIMENSION "X" ASSHOWN ON SECTION A-A HEREON IN LIEU OF A SQUARE CROSS SECTION OFCONCRETE. CONCRETE BEDDING AND ENCASEMENT SHALL BE CLASS 450-C-2000 (250-C-14) AND SHALL EXTEND TO THE FIRST PIPE JOINT AT LEAST 1' (300 mm)BEYOND THE OD OF EACH SIDE OF THE PROPOSED CONDUIT.

6. FOR CASE R AND S, WHEN THE SLOPE OF THE PIPE EXCEEDS 1:1, THE CONTRACTORMAY, AT ITS OPTION, CONSTRUCT A CHIMNEY CONFORMING TO SPPWC 220ON THE NEW SEWER IN LIEU OF CONSTRUCTING THE ENCASEMENT SHOWN HEREON.

7. FOR CASES E AND F, SADDLES SHALL BE CONNECTED EITHER TO THE LENGTH OFPIPE CONTAINING THE EXISTING TEE OR WYE OR TO THE ADJACENT DOWNSTREAMPIPE LENGTH.

g. CONDUITS TO BE INSTALLED OVER OR WITHIN 1" (25 mm) OF ANY CONCRETEENCASEMENT OR STRUCTURE, WHETHER EXISTING OR TO BE PLACED IN CONFORMITYWITH THE REQUIREMENTS HEREIN, SHALL BE INSTALLED ON A 1" (25 mm) SANDCUSHION OR APPROVED EXPANSION JOINT MATERIAL. CONCRETE ENCASEMENTINSTALLED PURSUANT TO THIS STANDARD PLAN SHALL BE SEPARATED FROMEXISTING CONDUIT WITH 1" (25 mm) THICK EXPANSION JOINT MATERIAL.

9. THOSE PORTIONS OF AN ABANDONED PIPE LOCATED BENEATH OR WITHIN 6"(150 mm) OF A RELOCATED HOUSE CONNECTION SEWER SHALL BE REMOVED. THEEXCAVATION SHALL BE REFILLED TO THE GRADE OF THE NEW PIPE INVERT WITHCLASS 100-E-100 (60-E-0.7) CONCRETE. THE CONTRACTOR MAY, AT ITS OPTION,SUBSTITUTE MECHANICALLY COMPACTED BACKFILL IN LIEU OF THE CLASS 100-E-100(60-E0.7) CONCRETE. THOSE PORTIONS OF ABANDONED PIPE NOT REMOVEDSHALL BE SEALED. WHERE CAPS ARE USED, THEY SHALL BE SEALED BY FILLINGTHE SPACE ABOVE THE CAP WITH SAND AND A 1" (25 mm) THICK COATING OFTYPE "F" MORTAR.

10. SUPPORT WALLS SHALL CONFORM TO SPPWC 224.

11. WHEN INDICATED ON THE PLANS OR THE SPECIAL PROVISIONS, ACLEAN OUT SHALL BE CONSTRUCTED IN CONJUNCTION WITH CASE E AS FOLLOWS:

A. SUBSTITUTE A "Y" FOR THE 45' BEND.B. PLACE A 45' BEND ON THE UPPER END OF THE "Y".C. CAP TOP OF 45' BEND WITH A CAP AND SEAL WITH 1" 25 mm) THICK

TYPE "F" MORTAR AROUND THE CIRCUMFERENCE OF TH CAP.


223-2HOUSE CONNECTION REMODELINGSHEET 3 OF 3

CASE

REINFORCED CONCRETE BEAMFOR 4" (100 mm) TO 24" (610 mm) ID PIPE

awv

~ ~ E~EXISTING CONDUIT O

MIN. BEARING SHALL 8E 0.5~

TO BE SUPPORTED G U(#13M) BAR O.D. OF SUPPORTED PIPE

IF BEAM IS PRECAST) e ~w 4 13M BARa REINFORCEMENT (fF BEAM IS PRECAST)

(SEE TABLE) ~ ~-REINFORCEMENT

4" ]00 i'SEE TABLE MAX

Y 50 mm CLEA

B s a NOTES:

SECTION C—C560-C-3250(330-C-23) 1• WIDTH OF BEAM SHALL EQUAL OD OF SUPPORTEDREINFORCED PIPE. MINIMUM WIDTH SHALL BE 6" (150 mm).CONCRETE BEAM 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM

WIDTH SH,4LL EQUAL BEDDING WIDTH.

3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLYBEDDED IN 45Q-C-2000 (265-C-14) CONCRETE

"B".FOR LENGTH THE .BEDDING SHALL HAVE A MINIMUMTHICKNESS OF 4" (100 mm~). CLASS "C" MORTAR SHALLBE PLACEd BETYVEEN TOP QF BEAM AND SUPPORTEDPIPE TO PROVIDE A!IINIMUM BEARING SHOWN..

~4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLSARE FIRM AND UNYIELDING.

5. MAXIMUM SPACING OF BARS SHALL BE 4" {100 rnm) OC.

5EE REINFORCED CONCRETE BEAM TABLE (DIMENSIONS AND REINFORCEMENT) OM PAGE 2, THIS SECTION.


PROMUlCA7ID BY 7HEW~1C WORKS STANDARDS SUPPORTS FAR CONDUITS STANDARD PLAN

INC,~:'B°°" ~,"M'~,s~, ACROSS TRENCHES 224-2REV. 1998. 2009

SHEET 1 OF 4USE WITH STANDARD SPECIFICA710NS FOR PUBLIC WORKS CONSTRUCTION

CREWFORCED CONCRETE BEAM (DIM ENSiONS AND REINFORCEMENT

~z 0 o r D

v C~c

,~

r O

n~ O Z

(/7c n O z

m

NQ

N -P

~~

~

O

~',~

~ ~ Z

PIPE

COV

ER

D~ TO 8-̀Q"

8'-0" TO

12'-0"

12-0" TO

16'-0"

16~-Q" TO

20' -0"

20'-0" TO

25~-0"

(0m T

O 2.

4 m)

(2.4mTO3.7m)

(3.7mTO4.9m)

(4.9mTO6.0m)

(6.0mTO76m)

TBARS

B`T

BARS

BT

BARS

BT

BARS

BT

BARS

B

0" TO

4' -0"

8"~4

1'-6'

10'

~4t'-6°

10 1

/2°

~4

0.50

m(Sm TO 12m)

(200mm)(~M)

(0.5

0m)(20

mm)

(~13

~I)(0

.50m

)(230mm)

(~13

M)(0.5Um)'(255mm)

(~13

M)(0.50m)

270mm

(~13

M)(l'-6")

4'-0" TO 5'-0"

8°~4

1'-6"

9 1/2"

~41'-6"

ti"

#41'-6°

12"

~41'-6"

12.1

/2"

~50.

50m ")

(1.2

m TO 1,5

0m)

(200mm){~13M)

,(0.

50m)(250mm)(~

13M)

(0.50m)'

(280mmj

13~{

(0.5

0m)(305mm}

(~13

M)(0.50m)(320mm)(#16M)

(1'-6

5-̀0" TO

6' -0"

9"~4

1'-6'

11"

#5t'-6"

12 1/2"

#5

1' -6"

13 1/2"

~52'-D"

14 1/2

"~5

0.6m

(1.S

m 'f

0 1.

85m)

(230mm)(#13M)(0

.50m

)(280mm)(~

16M)

(0.50m)~320mm)

(~1B

M)(0

.50m

)(340mm)

~gM

(Q.6

m)(370mm)

(~16

M)(3

~-4")

1 a -o~ ro r -

o-~ o•

~1

N~ -~

~ 2 t

~~/

J~C~ ,r

L~yQM

~ 4 ~ ~p

~L~~~p

1 ~ ~ rLp

~~

L~~Q*

~ V 1~Lp~

LI-V~

(1.8

5m T

D 2.

15m)

(255mm}(#16M)

(0.50m)(32Dmm)(#1

610

(O.6

m)(37Dmm)

(~16

M)(O 6m)

(395mm)

(~16

M)(O.6m)

(420mm)(#19M)

(0.6m)

7'-0" T4 B'-0

°11

"~5

1'-6"

14"

~52'-0"

16"

#5

2''-0"

17 1/2"

~5

2"-6

°19"

"(2

.15m

Tt~

2.45m)

(280mm)

(~16

M~(O.SOm)(355mm)

'(~16M~

(O.6

m)(410mm)

(~i~

M)(D

.6m)

(445mm)

(~16

~ij

(OJ5m)(485mm)

(~~M)

(0.7 m}

8'-0" TO 9'-0'

12 1/2

"~5

2'-0"

15 1/2"

~62'-6"

17 1/2

"3~-0"

19 1/2"

~62'-6"

21"

~!6

2'-6"

(2.4

5m T

O 2J5m)

(320mm)

(~16MI)

(O.6

m)(395mm){#19M)(OJ5m)(445mm)

(~19

M)(0.90m)(495mm)

(~19

M)(0.75m)(535mm)

(~191~)

(QJ5m)

9~-0' TO]10'-0"

13 1

j2

#62~-0"

17'~

~62'-6"

19 1/2

°~6

3'-0"

21 1/2"

~63'-0"

23"

~63'-Q"

(2,75m TO 3.

Om)

(3~Omm)

(~19~I)

(0.6

m)(430mm}

(~t19M)

(d. ?5m

~(4

95mr

~)(~

19M)

(fS.90m)

{545

mtnj

(~19

~IX

(0;9mj

(585mm)(#19f~)

(0.9

0m)

10'-0~ TO

10'-0'

14 1/2

"#6

2'-6"

18 1/2

"'#6

3'-0"

21"

~63'-0"

23 1/Z`

~73'-0"

25"

~73'-0"

(3.O

m TO

3.35m)

(370mmJ

(~19

M)(0.7Sm)~470mm)(~

19M)

(0.9

0m)(535mm)

(~19

M)(0.90m)(595mm}

(~22M~

(0.9m)

(635mm)

(~22M)

(0.90m~

11~D" TO

12'-0"

15 1/2"

~62'-6"

20"

~63'-0"

23"

~73'-6"

25 1/2"

~73'-6"

27"

~7

3'=6"

{3.35m T

O 3.65m)

(395mm)(~

19M)

(0.75m)(510mm)(~

19M)

(0.9

0m)58~m

(~22M)

(1.1

0m)(650mm)

(,~22M)

(1.10m)(685mm)(#22M)

(i.t

Om)

12'-0" TO

13'-0°

17"

#6

3'-0"

21 1

/2"

~73'-6"

24 1

f 2"

#7

3'-6"

27 1

/2"

~74'-0"

29"

#7

4"-0"

(3.65m TO 4.00m)

(430mmJ

(~19A~)(0.9Qm)(545mm)

2~~

(1 10m)(625mm)

(~22M)

(1.1

0m)(ZOOmm}

(~22M)

(1.20m}(740mm)(#22M)

(1.20m)

tl M

13'-1

T014' -Q

N18

~~~

_V~

Z3~

~I3~-6~

ZV ~

~2~

~"I

4~-O~

Z9 ~~Z

~~I

T~-O~

3~ I~ZM

~~~!

_Otl

(4.0

0m T

O 4,

25m}

(455mm)(~22M)

(0.90m)(585mm)(~22M)

(1.1

0m}(675mm)

{~22

M}(1

.20m

)(750mm)

(~22M)

(1.2~m)(800mm)

(~22M)

(1.20m)

~73'-D"

25"

~74'-0~

28•

~74''-0"

31 1/Z"

~74'-6^

{4.25m TO 460m)

(485mm)(~22M)

(0,90m)(635mm)(~22M)

(1.2

0m)(710mm)

(~22M)

(1.2

0m)(800mm)

~2M

(1.h

Om}

15'-0" TO

16'-Q°'

20 1/2

"~7

3'-6"

26 1/2

#74'-0"

30°

(4.6

m TO

4.9

0mj

(52Qmm)(~22M)

(1.1

0m)(675mm)(~22M~

(L2~n)(760mm)

(~25M)

(1.4Dm)

16'-0" TO

17'-0"

21 1/2

'~7

3'-6"

2B"

~84'-8"

(4.9

0 TO

5.2~m)

(545mm)(~~2M)

(Lt~

m~(710mm)(#2

5M~

(1.40m~

»'-o° ra is'-

o°20m

52~

~/z°

~ea'-

s°2s

~/z°

~ea'-

s'(5

TO >50m)

(570mm)(~

25M)

(1.40m) (750mm)(~

25M)

(1.40m)

CASE 2

CONCRETE WALL

EXISTING ~ NCONDUIT TO8E SUPPORTED. MIN. BEARING SHALL

~BE 0.5 OD OF PIPE ~ T p o., T

~ 1 3a' + 2" 50 mmMIN. 6 150 mm

CONSTRUCTION ~ ~ ~ ~ONDUfT THROUGH ~'JOINT _ WALL TypE "q" TypE °g"

., :WALL SECTIONEa•

'Q Gov NOTESn

■ E ~a W - L THE SUPPQRIING WALL SHALL HAVE A~ 4" (100 mm) DIA ORENINGSE

i~o vFIRM BEARING ON THE SUBGRADE ANDAGAINST THE SLIDES OF THE EXCAVATION.

o:~Ov ~ - r .

2. ANIY CONQUIT PASSING THROUGH THE.` E ~ WALL SHALL HAVE 's" (50 mm) CLEARANCEo FROM THE WALL.0"~ 3. 4' mm) DIA OPENING THROUGH THE,(100

WALL AT '2' (60Q mm) OC HORIZONTALLYAND AT 5~ (1.5 m) OC VERTICALLY SHALLBE PROVIDED TO PREVENT UNEQUAL PRESSURE

CASE ~ RESULTING' FROM JETTED BACKFILL.

DUCTILE I R d N PIPE 4• IF SUPPORTED PIPE IS BEDDED IN CONCRETE,MINIMUM THIGKN'ESS OF WALL SHALL EQUALBEDDING WIDTH.

E S. BRICK WITH MORTAR JOfNTS MAY BEUSED IN LIEU OF CONCRETE FOR WALLSUP TQ 5' (1.5 m) IN HEIGHT OR LENGTH.

GLASS 53RON ~ ~,

~SPUN RCPCONTINUOU(SEE NOTE 1)

O g.

2p0 mma ~ JOINT (SEE NOTE 2)

~ ~a EXISTING ACP, RGF,CIP, OR SLAY PIPE

4"00 mm~J

E

O.D.. ~ 8" ..

(200mmj MW _ ~

4" ~ °( 0i~lnorrt: ~ ~p

fT1 ~.

(SEE NOTE. 2) (~ ~)~~

E

`r oSECTION E—E o

q."`FOR CLAY PIPE'. SEWERS

OD mm) CUT EXST PIPE AND JOIN~- WITH TYPE "D" JOINTS WITH

`100 mm,A DAPTER RING, IF REQUIRED

SUN EACH SIDE ~F TRENCHOR REMOVE TO NEARESTJOINT BEYOND NOTES

1. 2000-D (100-D) SPUN RCP OF SAMEDIAMETER AS THE EXI5l1NG PIPE M~4Y 'BEUSED ONLY WHEN THE EXISTING PIPE ISACP, NRGP OR RCP AND THETRENCH WIDTH IS 5" '(1.5 m) OR LESS.

2. THE CONCRETE COLLAR JOINT SHALL 8EUSED FOR JO(NTS IN STORM DRAIN PIPE.

ALLOWABLE SPANS AND MIN. REQUIREDBEARING FOR DUCTILE IRON PIPE

DEPTH OF fi 15Q mm PIPE 8 200 mm PIPE 10 250 mm PIPECOVER S Max B Min 5 Max B Min S Max B Min

fl" TO 8'-O"0 m TO 2.45 m

11 -0(3.35 m)

1 -6(0.5 m)

13'-6"(4,10 m)

1 -6(0.5 m)

16'-fi"(5.D3 m)

2'-0°(0.6 m)

8'-D` TO 16'-0"2.45m TO 4.90m

S -0(2.45 m)

1 -6(U.S m)

10'-0"(3.00 m)

2'-0"(0.6 m)

1?'-0"(3:66 m)

2'-0"(0.6 m)

16 -0 TO 25 -04.90m TO 7.60m

7 -0(2:15 mj

1 -6(D.5 m)

9'-0'(2J5 m)

2'-0(0.6 m)

10'-6"(3.20 m)

2'-6°(0.75 m)


224-2SUPPORTS FOR CONDUITS ACROSS TRENCHESSHEET 3 OF 4

COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM

EXISTING CONDUITTO' BE SUPPORTED

tz' x 12`(3Q0 mrn x 300 mCOLUMN

4-#6 {#19M) BARS

~3 ~ 12' TIES#IOM O 300 mrn~~

" t 3100 mm)RS

BOTH. WAYS--'~ ,

F,

S

12" {3D5 mm) MIN

L~

PIPE CONDUIT

CASE 4

{SEE NOTE 6)

(SEE NOTE 6)4" (100 mm) DIA SLEEVEW PRECAST BEAM TO BEFILLED WITH CLASS "C"MORTAR

EXISTING CONDUITTO BE SUPPORTEC

" 0300 }mm) BOThiWAYS

COLUMN SURPPORT'BEAM WIDTH. 2 X T(MIN 2 -̀0`{600 mm))

R.G. BOX CONDUIT

mm X12" x 12°A~ (300 mm x 30~ mm)

GOLU M N

4-#6 (#19M) BARS

~2~(300~mrn)TIES

(`9UU fa'I~CJ)

SECTION F-F

NOTES

~ COVERw 6' (4 9 m)EdRALfSSMAND j05(3 0 m) FOR OVER 6R (4.9 m)SEAf~THRCOyER. 12' (3..65 m) :FOR EARTH

2. CONCRETE SHALL BE CLASS 560-G-3250 (330-C-23).3. WHEN THE PIPE TQ BE SUPPORTED CROSSES THE TRENCH ON A SKEW ANGLE, THE WALL OR BEAM'WHIGH SUPPORTS TFIE

COLUMN SHALL 8E CONSTRUCTED AT RIGHT ANGLE TO THE 1RENCH.4. SUPPQRT SYSTEM MAY BE USED OVER EAST-IN-PLACE STRUCTURES.5. BACKFILL ABOVE THE SUPPORT BEAM SHALL NOT BE PLACED UNTIL 72 HOURS AFTER 7HE SUPPORT IS POURED.6~ REINFORCED CONCRETE BEAM f31MENSfONED ANd REINFORCED PER TABLE UNDER CASE 7.

GENERAL NOTES

1. "S" IS THE SPAN OF THE PIPE SUPPORT MEASURED ALONG. ITS CENTERLINE.2. "8" fS TFI£ LENGTH DF BEARING OF THE 51JPPORT AGAINST UNDISTURBED EARTH MEASURED ALONG THE PIPE CENTERLINE.3. CASE 2 SHALL BE USED FOR PARTIAL CROSSINGS, EXCEPT THAT WHERE THE DISTANCE FROM A SEWER CHIMNEY TO UN-

DISTURBED .EARTH IS 18" (45fl mrnj OR LESS, THE TRENCH BACKFILL MAY SE DENSIFIED Td 18" (45f3 mm)AB04E A HOUSE CONNECTION SEINER AND THEN RE-EXCAVATED FOR THE PIPE INSTALLATION.

4. ANY SEWER OR STORM DRAIN EXPOSED OR PARTIALLY EXPOSEQ IN A TUNNEL EXCAVATION SHALL BE SUPPORTED WITH AWALL, CASE 2.

5. IF BEDDING I5 REMOVED FRAM THE EXfST1NG PIPE TI•(,AT V4tLl REMAIN IN PLACE, THE PIPE SHALL BE EMBEDDED WITHCONCRETE AT N0 EXTRA COST TO THE AGENCY.

6. UNLESS OTIiERWISE INDICATED, CONCRETE SWALL BE CLASS'. 450-C?OOQ {265-C-14).

STANDARd PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PIaN

2~~'-SUPPORTS FOR CONDUITS ACROSS TRENCHESSHEET 4 OF 4

CROSSING PIPE WALL(DIAMETER OF PIPE = D ~)

OPTIONAL SIDE OF -~•e } ,,o ~•e

BLANKET (TYP) ~~a'. , — ~~ ~'-_o:

CONCRETE BLANKET -~. ~ O \\CLASS 450—C-2000 ~(265—C-14) CONCRETE 1\ p I /`

1UNDISTURBED EARTH (TYP)

EXISTING PIPE (150~TYP3

MIN

OUTSIDE OF PIPE BELL

(SEE NOTE 3)

~Z

1 (TYP)

~ = Do/2 FORD > 15" 375 mm)= 3Lb /4 FORD < 15 (375 mm)

CONCRETE BLANKET(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)

NOTES:

1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPEAND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 18" (450 mm).

2 THE BOTTOM OF ~HEmCROSSINGMPIPE S LESSATHAN YBTHEECO CRETEPSH~ALLHBEEP AC D PBETW EN THEPIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THEEXISTING PIPE, OR AS REQUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER.

3. X = D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESSTHAN THIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACTWITH THE LOWER 90' OF THE CROSSING PIPE.

4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATIONAT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE 1}1AN 4'(1.2m) BEYOND THE TRENCH.

5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALLREFER TO THE BELL.

INVERT SLAB OF ARCH OR BO~ 6•SECTION (CROSSING CONDUIT)

(150 m ~—

UNDISTURBED EARTH ~ Oo

1

EXISTING PIPE~~~.OUTSIDE OF PIPE BELL

"~~~~~~ ~-2" (50 mm) THICK STYROFOAM OROTHER APPROVED COMPRESSIBLE

50 m ) MATERIAL

\\ I NO MINIMUM\I

,~

COMPRESSIBLE BLANKET(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)

NOTES:

1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTINGPIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 18" (450 mm).

2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.



GREENBOOK COMMITTEE BLANKET PROTECTION FOR PIPES ^^-/-/~~~1984

REV. 1996. 2009SHEET 1 OF 1USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

SECTION 3

00 on ro

.•

.. .

acs i yes

3I ~

WF

ZO

J

#4 O 12~ (#E13M O 300 mm)EACH WAY

ASSEMBLY E

1/4' (5 mm) R STREET, GUTTER,m OR LOCAL DEPRESSIONSURFACE

V_'

----~— ~~

~~

~

E

~~_L-

•

3:2SLOPE

(100 mm) ~ ~

FLOW LINE rU

EE (753mm

FACEPLATE DOWEL E

(TYP) ~ ~ ~ ~ _SCORING I ~- ~ N

+LINE CURB LINE ~ ~

I I ~ ~ tF 'EXTRA #4 (~13M) STEPS 4" aV 2 SIDES OFANHOLE FRAME t (100 mm) MIN ~VD COVER I 12"I

(300 mm) MAXv

4TCH BASIN E 3•~ANHOLE FRAME E I I W (75 mm)

JD COVER ~ o Z,.,N r•~j W

""O~

L—

KZ~O OPTIONAL SUBGRADE CONNECTOR PIPEQ~ OR MONOLITHIC

=

z~

FZ 8CATCH BASINCONNEC110N

~

\\ I ~ I I OUSTEPSIr

E~ ~ SECTION A-AN Q ~\_

~ l/ ~ ~ I I 4.8' 200 mm

/ (100 R ~!4 ~13M/ ~ q~ ~I ~ 90'

E

y I I ~ M IA

DOWEL (TYP) V

P

PLAN ~~ DOWEL DETAIL


PROMULGATED BY 7HE STANDARD PLANPUBLIC WORKS STANDARDS ~N~.

CREENBOOK COMMITTEE CURB OPENING CATCH BASIN~OO-7984

REV. 1992, 1996, 2009


NOTES:

WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSEDSIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BEPOURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASSOF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BEPROVIDED WITH A WEAKENED PLANE OR A 1" (25 mm) DEEP SAWCUT CONTINUOUSLY AROUNDTHE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTHOF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THEBASIN.

2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BESHAPED BY PLASTERING.

3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINALAND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADEEXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BETHE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

4. DIMENSIONS:

B = 3'-2" (970 mm)V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF

THE CATCH BASIN AT THE OUTLET = 4.5' (1.35 m).

V~= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT ATTHE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTSOF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12" (300 mm).

V~ = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OFTHE INLET, NOTED ON THE PLANS.

H = NOTED ON THE PLANS.

W = NOTED ON THE PLANS.

A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPEAND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.

5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLINTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT ASKEW NECESSARY TO INSURE MINIMUM 3" (SO mm) PIPE EMBEDMENT, ALL AROUND, WITHINTHE CATCH BASIN WALL, AND 3" (75 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE,ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECl10N SHALL BEUSED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE °A° IS LESS THAN70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATEDIN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASEIS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOIDCUTTING STANDARD LENGTHS OF PIPE.

6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALLBE SPACED 12" 300 mm) APART. THE TOP STEP SHALL BE 7" (175 mm) BELOW THE TOP OF THEMANHOLE AND P OJECT 2-1 /2" (65 mm). ALL OTHER STEPS SHALL PROJECT 5" (130 mm).

7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2 m) ON CENTER (MAXIMUM) ALONG THEBACKWALL.

8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:308 MONOLITHIC CATCH BASIN CONNECTION309 CATCH BASIN REINFORCEMENT310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR312 CATCH BASIN MANHOLE FRAME AND COVER635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP


300-3CURB OPENING CATCH BASINSHEET 2 OF 2

DOWELS

r-------

1 scoRiNcr LINE

y—I J ---

wFZOFQU0J

STEPS

~. GRATE

/ —

WG

1 1 f2` (4U mm) CLEAR (~13M)

------- ---- -- ~ 4 412'

(~13M ~ 300 mm)

{300 mm) ~ ~ CLEAR

---- -- -- CURB

•CENTER SUPPOR FLOWFOR MULTIPLE FLOW LINEGRATES

4° (100 mm) R

PLAN

FACE PLATE ASSEMBLY

C CURB

r~~.,~ FLOWC ~ t `__

FRAME AND ± 24" (600 mm) 12" (300 mm)CENTER SUPPORT GRAl1NG ~; A

;~ ~.

~MIN ~ MINM1N

FOR MULTIPLEGRATES 5' (150 mm) R

~~~Z

r

4 (100 mm) MIN tt2" (30D mm) MAX

OPTIONAL ROUGHENEDCONST JOINT {lYP) .~•;

'`'T:L--~-- ------------ ~

SECTION B-B ~~ SUB RADE

STREET, GUTTER, OR LOCALDEPRESSION SURFACE

DOWELS (TYP B FACE PLATE ASSEMBLY

N ~ Q~ 1 4' 5 mm) R ~ CURB FACE + H

I/ ~ 1 4' {S mm) fjr-1J4' (5 mm) R~~ ~ + ~ lt4io~i2R, 1 ~ / / 1

cc, = `..

N ~ I 2-1 1 2' ~ . FRAME AND >1 mm

4'-6" (1.39648 mm) ~'{ ~ :GRATING

~. ..•::

i -~ ..:..

OPTIONAL SUBGRADE~~ CONNECTOR PIPE ORB MONOLITHIC CATCH

BAS1N CONNECTION

SECTIO~J A-A

3:2 SLOPE

3" (75 mm) R

rt ~::~.,.,

SECTION C-C

8' 200 mm

~~~ ~

90'E

~ E

DOWEL DETAIL


PROAiU~6ATID BY 7HECURB OPENING CATCH B ASIN WITH STANDARD PLAN

Pl1BIJC WORKS SThNDAR65, ING,

°'~°''~°" ~°"'M"'~1984 GRATING(S) AND DEBRIS SKIMMER 301-3rev. ~sa2, yeas. zoos

SHEET 1 OF 3USE WITH STANDARD SPECIFICAl10NS FOR PUBLIC WORKS CONSTRUCTION

STRUCTURAL DATAWAIL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS

MAXIMUM

t

WALL

FLOORW GRATES. V FRONT REAR END

7' (2.0 m) 1 4' (1.2 m) 6' (150 mm)

NO REINFORCEMENT

REQUIRED

f

REINFORCEMENT

REQUIRED

7' (20 m) i 8' (2.4 m) e" (200 mm)

7' (2.0 m) 1 10' (3.0 m) 10" (250 mm)

14' (4.D m) 3 4' (7.2 m) 6" (150 mm)

14' (4:0 m) 2 B' (2,4 m} B" (200 mm)

14' (4.0 m) 2 10' (3.0 m) 10' (250 mm)

14' (4.0 m} 3 12' (3.5 m) 10" (250 mm)

28' (s.o m) s 4' (1.2 m) s° (t5o mm)

28' (9.Q m) 6 6' (1.8 m) 8° (200 mm)

28' (9.0 m) 7 4' (1.2 m) 6" (15D mm)

28' (9.D m) 7 g' (2,4 m) 8' (200 mm)

28' (9.d rn) 7 10' (3.0 m) 10` (250 mm)

28' (9.0 m) 7 12~ (3.5 m) 10' (250 mm)

FOR W > 28' (9 m~, V > 12' (3.5 m) OR NO. OF GRATES > 7 'SEE PLANS


301-3CURB OP~NING CATCH BASIN WITHGRATINGS AND DEB R1S SKIMMER SHEET 2 OF 3

NOTES;

WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSEDSIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BEPOURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASSOF CONCRETE A5 IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BEPROVIDED WITH A 1NEAKENED PLANE OR A 1 ° (25 mm) DEEP SAWCUT CONTINUOUSLY AROUNDTHE EXTERNAL PERIMETER OF THE CATCH BA51N WALLS, INCLUDING ACROSS THE FULL WIDTHO~ THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,COLOR, FINISH, AND SCORING TO EXISTING OR PROP05ED CURB AND WALK AQJACENT TO THEBASIN.

2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FDRMS, AND SHALL NOT BESHAPED BY PLASTERING.

3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH. FLOOR OF GRATING PORTIONSHALL HAVE A LONGITUDINAL ANQ LATERAL SLOPE QF 1:12 MINIMUM AND 1; 3 MAXIMUM, EXCEPTWHERE THE GUTTER GRADE EXCEEDS 8~, IN WHICH CASE THE LONGITUDINAL SLOPEOF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE, SLOPE FLOOR FROM ALLDIRECTIONS Td THE OUTLET.

4. DIMENSIONS:

V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB. AND THE INVERT OFTHE CATCH BASIN AT THE OUTLET = 4.5' (1.35 m).

V ~= THE DIFFERENCE IN ELEVATION BETYVEEN THE TOP OF THE CURB AND THE INVERT OFTHE INLET, .NOTED ON THE PLANS.

H = NOTED bN THE PLANS.W = 7' {2 m) UNLESS OTHERWISE NOTED ON THE PLANS.

W~= 2~-11 3f8" (900 mm) FOR ONE GRATING; ADD 3'-5 3f8" (1051 mm) FOR EACH ADDITIONALGRATING. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THEPLANS.

A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPEAND THE CATCH. BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.

5. PLACE CONNECTOR PIKES AS INDICATED ON THE. PLANS. UNLESS OTHERWISE SPECIFIED,THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLINTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT ASKEW NECESSARY TO WSURE MINIMUM 3° 80 mm PIPE EMBEDMENT, ALL AROUND, WITHIN THECATCH BASW WALL, AND'. 3" (75 mm) RAD US OF OUNDING OF STRUCTURE CONCRETE, ALLAROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC. CATCH BASIN CONNEC110N SHALL BE USEDTO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70'OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATEDIN A CQRNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE15 PERMITTED. MONOLITHIC CATCH BASIN CONNECT10N5 MAY BE CONSTRUCTED TO AVOIDCUTTING STANQARD LENGTHS OF PIPE.

6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,THEY SHALL BE LOCATED ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAMGRATING. STEPS SHALL BE SPACED 12° (80 mm) APART. THE TOP STEP SHALL BE 7° (175 mm)BELOW THE TOP OF THE GRATING AND PROJECT 2-1/2° (65 mm). ALL OTHER STEPS SHALLPROJECT 5" (130 mm).

7. QOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2 m) ON CENTER (MAXIMUM) ALONG THEBACKWALL.

8. THE FOLLOWING SPPWC ARE. INCORPORATED HEREIN:308 MQNOLITHIC CATCH BASIN CONNECTION309 CATCH BASIN REWFORCEMENT310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR311 FRAME AND GRAT1NG FQR CATCH BASINS635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP

STANDARD RLAf~S FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

341-3.SHEET 3 of 3

CURB OP NING CATCH BASIN WITHGRATINGS) AND DEBRIS SKIMMER

DOWEL (TYP~ CURB`STI

~4 (~13M~

~4 0 12'(~13M O 300 mm

150 mi

A~

SCORINGLINE ~

w FACE PLATEv ASSEMBLY-~

EE t/4' (5 mm) ~

~ E wE

N 3~°o 0

v v 1 1 2'~ N 40 mm)

a

OPTIONAL ~

ti_~- _

~ I ~

~

~

til_1_ ~I_

~

~

I ~

~~I

~

100 mm) R

3

~~

~

-- -

=I

- -- ----

FLOW LINE

STEPS

~~_

I~~I

~

IIII~

~ ~~

~

CENTER SUPPORTFOR MULTIPLEGRATES

B" 200 mm

9 O' E

~~

DOWEL DETAIL

~A~ ~~ ~ LOCATION 11E~~~

~ ~~~ ~ GRATE \ ~U ~

A

PLAN

STREET, GUTTER ORLOCAL DEPRESSIONSURFACE

2-1 1/2" (648 mm)1/4' (5 mm) F

+ FRAME AND~ GRATINGU

~cs

E CENTER SUP- ~~ PORT FORJ MULTIPLE

GRATES

--

34" (864 mm)

OPTIONAL ROUGHENED CONNECTOR PIPE ORCONSTRUC110N MONOLITHIC CATCHJOINT (NP) BASIN CONNECTION -

SECTION A-A

STRUCTURAL DATAWALL AND SLAB DIMENSIONS ANDREINFORCEMENT REQUIREMENTS

N0. OFGRATES

MAXIMUMV t

REINFORCEMENT FORWALLS AND SLABS

1-2 4' (1.2 m) 6'(150 mm)

NOT REQUIRED1-2 8' (2.4 m) 8"(200 mm)

1-2 10' (3.0 m) 10'(250 mm)

1-2 12' (3.5 m) 10°(250 mm) REQUIRED

3-4 4' (1.2 m) 6'(150 mm)NOT REQUIRED

3-4 7' (2.0 m) 8°(200 mm)

3-4 8' (2.4 m) 8°(200 mm)REQUIRED

3-4 12' (3.5 m) 10'(250 mm)

5-6 4' (1.2 m) 6'(150 mm)NOT REQUIRED

5-6 6' (1,8 r~) 8'(200 mm)

5-6 8' (2.4 m) 8°(200 mm)

REQUIRED

5-6 12' (3.5 m) 10"(250 mm)

6 4' (1.2 m) 6'(150 mm)

6 8' (2.4 m) 8'(200 mm)

> 6 12' (3.5 m) 10'(250 mm)


PROMULGATED BY THEPUBLIC WORKS STANDARDS, INC., CURB OPENING CATCH BASIN STANDARD PLAN

GREENBOOK COMMITTEE1D84 ~ ~ GRATING S ~ O Z -

REV. 1992, 1996. 2009


NOTES:

1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHW THE LIMITS OF EXISTfNG OR PROPOSEDSIDEWALK QR IS CONTIGUOUS TQ SUCH SIBEWALK, THE TOP SLAB OF THE BASIN MAY BEPOURED EITHER MONOLITHIC WITH THE 51QEWALK OR SEPARATELY, USING THE SAME CLASSOF CONCRETE QS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BEPF~OVIDED WITH A WEAKENED PLANE OR A 1" (25 mm) DEEP SAWCUT CONTINUOUSLY AROUNDTHE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTHOF THE SIDEWALK. SURFACE OF ALL EXPOSED CQNCRETE SHALL CONFORM. IN SLOPE, GRADE,COLQR, FINISH, AND SCORING TO EXISTING OR PROPQSED CURB AND WALK ADJACENT TO THEBASI N.

2. ALL CURVED CONCRETE SURFACES SHALL BE FORMEa BY CURVED FORMS,; AND SHALL NOT BESHAPED BY PLASTERING.

3. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE .PROJECT PLAN.

4. (FLOOR OF BASIN SHALL BE GIVEN A STEEL TRQWEL FINISH AND SNALL HAVE A LONGITUDINAL:AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, .EXCEPT WHERE THE GUTTER GRADEEXCEEDS 8%, W WHICH CASE Tl-IE LONGITUDWAL SLOPE OF THE FLOOR SHALL BE THESAME: AS THE GUTTER. GRADE.. SLOPE. FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

5. DIMENSIONS:

V = "fHE DIFFERENCE IN ELEVATfON BETWEEN THE TOP OF THE CURB AND THE INVERT OFTHE CATCH BASIN AT ?HE OUTLET = 4.5 (1.35 mj.

V~= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB .AND THE INVERT ATTHE UPSTREAM END OF THE BASIN, AN0 SHALL BE DETERMINED BY THE REQUIREMENTSOF NOTE 4, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12" (300 mm).

V~ = THE DIFFERENCE W ELEVATION BETWEEN. TFiE TOP OF THE CURB AND THE INVERT OFTHE INLET, NOTED ON THE PLANS.

H = NOTED ON THE PROJECT PLANS.

W 2'-11 3/8" (900 mm) fOR ONE GRATING; ADD 3'-5 3J8" (1051 mm) FOR EACH ADDITIONALGRATING.

A = THE ANGLE, fN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPEAND THE CATCH BASIN WALL TO WH1CH THE CONNECTOR PIPE IS ATTACHED.

6. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,THE CQNNECTOR PIPE SHALL BE LOCATED. AT THE DOWNSTREAM .END OF THE BAS1N.WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLINTERSECT THE INSfDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT ASKEW NECESSARY TO INSURE MINIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHINTHE CATCH BASIN WALL, AND 3° (75 mmj RADIUS OF ROUNDING OF' STRUCTURE CONCRETE, ALL:AROUND, ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH .BASIN CONNECTION SHRLL BE USEDTO JOIN THE CONNECTOR PIPE Td THE CATCH BASIN WHENEVER ANGLE '~A" IS' LESS THAN 70'OR GREATER THAN 110 ', OR WHENEVER. THE CONNECTOR PIPE 15 LOCATED1N A CORNER. THE OP110NAL USE OF A MONOLITHIC CATCH BA51N CONNECTION IN ANY CASEIS PERMfTTED. .MONOLITHIC CATCH BASIN CONNECl10NS MAY' BE CaNSTRUCTEQ TO AVOIDCUTTING STANDARD LENGTHS OF PIPE..

7. STEPS SHALL 8E LOCATED AS SHOWN. IF THE CONNECTOR PIPE WTERFERES WITH THE STEPS,THEY SHALL 8E LOCATED ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAMGRATING. STEPS SHALL BE SPACED 12" (300 mm) APART, THE TOP STEP SHALL BE 7" (175 mmjBELOW THE TOP OF THE GRATING AND PROJECT 2 1/2. (65 mm). ALL OTHER STEPS SHALLPROJECT 5" (130 mm).

8: D0INELS ARE REQUIRED AT EACH CORNER AND AT 7' (2.1 m) ON CENTER (MAXIMUM) ALONG THEBACKWALL.

9. THE FOLLOWING. SPPWC ARE INCORPORATED HEREIN:308 MONOLITHIC CATCH BASIN CONNECTION308 CATCH BASIN REINFORCEMENT31.0 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR.31.1 FRAME AND GRATING FOR CATCH BASINS.635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP


302-3CURB OPENING G ATC H BASINWITH GRATINGS SHEET 2 of 2

A DEPRESSED DRIVEWAY CURBGRATE CURB

CURB FACE + H

~ FRAME AND GRATING

~' ~p ~~ ~~ oil~ ~ STREET, GUTTER OR

LOCATION I I I LOCAL DEPRESSION ~ 4" (5 mm) R~E ~ ~ STEPS ~ I I SURFACE ~~.P~ -

~ ~ ~x

~„ — ;,~ Z aA---~U~=_ ~ ~ ~------CENTER - --

SUPPORT FOR tl " E EMULTIPLE GRATES ~' E

~ ~ I I I 't 2~-1 1 2" 648 mm t o

~ I I I

M

~"3 ~e eel 3~ •:_- N

v

~~ --------- ~~~ (75 mm) R STEPS

CENTER ~SUPPORT FOR ~ I I I ,,, ,,.MULTIPLE GRATES

~• _..,,

CONNECTOR PIPE OR OPTIONAL ROUGHENED~ MONOLITHIC CATCH CONSTRUCTION JOINT~ BASIN CONNECTION (TYPICAL)

OPTIONAL SUBGRADE

i iii SECTION A—A., ~o~__ o f

i

FLOW LINE ~

CURB

PLAN


N0. OFGRATES

MAXV

tREINFORCEMENT

FORWALLS AND SLABS

1-2 4' 1.2 m 6° (150 mm)

NOT REQUIRED1-2 8' 2.4 m 8" (200 mmi-2 10' 3.0 m 10" (250 mm)1-2 12~ (3.5 m 10" 250 mm REQUIRED3-4 4' 1.2 m 6° (150 mm)

NOT REQUIRED3-4 7' 2.0 m 8° (200 mm)3-4 8' 2.4 m 8" 200 mm

REQUIRED3-4 12' (3.5 m 10" (250 mm)5-6 4' 1.2 m 6° 150 mm

NOT REQUIRED5-6 6' (1.8 m 8" (200 mm)

5-6 8' 2,4 m 8° (200 mm)

REQUIRED

5-6 12' 3.5 m 8" (200 mm)> 6 4' 1.2 m 6" 150 mm> 6 8' 2.4 m 8" (200 mm)> 6 12' (3.5 m) 10" (250 mm)


PROMULGATED BY THE STANDARD PLANPUBLIC WORKS STANDARDS, ING,

GREENBOOK COMMITTEE CURBSIDE GRATING CATCH BASIN 303-31984REV. 1992, 1996. 2009


NOTES:

1. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE GRADE, COLOR, FINISH, ANDSCORING TO THE EXISTING OR PROPOSED CURB ADJACENT TO THE BASIN.


3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINALAND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADEEXCEEDS 8%q IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BETHE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

4. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PLANS.

5. DIMENSIONS:

V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OFTHE CATCH BASIN AT THE OUTLET = 4.5' (1.35 m).

V~ = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT ATTHE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTSOF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12° (300 mm).

V~= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT ATTHE INLET. NOTED ON THE PLANS.


W = 2~-11 3/8" (900 mm) FOR ONE GRATING; ADD 3'-5 3/8" (1051 mm) FOR EACH ADDITIONALGRATING.


6. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLINTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT ASKEW NECESSARY TO INSURE MINIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN THECATCH BASIN WALL, AND 3" (80 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALLAROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USEDTO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70'OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATEDIN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASEIS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOIDCUTTING STANDARD LENGTHS OF PIPE.

7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM GRATING. STEPS SHALLBE SPACED 12" 300 mm APART. THE TOP STEP SHALL BE 7" (175 mm) BELOW THE TOP OFTHE GRATING AN PROJE T 2 1/2~~ (65 mm). ALL OTHER STEPS SHALL PROJECT 5" (130 mm).

8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:308 MONOLITHIC CATCH BASIN CONNECTION309 CATCH BASIN REINFORCEMENT311 FRAME AND GRATING FOR CATCH BASINS635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP


303-3CURBSIDE GRATING CATCH BASINSHEET 2 OF 2

SURFACEFLO WLI N E~

SURFACEFLOWLINE

LOCATION TIE

ifof R P fe

~ CENTER SUPPORT FORMULTIPLE GRATES

- - \

STEPS

~ ~~

~

- -

~

e~------------ue ll-- ~~---~--~~*---fie

t

~C GRATE

W t

~'~`t 25 1 2" t

648 mm...~.

OPTIONALSUBGRADE

SECTION A-A

PLANAND GRATING

`FINISHED SURFACE

ENTER SUPPORT FORMULTIPLE GRATESz

xE aE ~

o Eo

~ N Mv

— OPTIONAL ROUGHENEDCONSTRUCTION JOINT(TYPICAL)

1 4"(5mm)R~) ~

_.. .•cr.

iiu

CENTER SUPPORT FOR ;^`MULTIPLE GRATES •r

t >

3"

(75 mm) R

_ .-

`CONNECTOR PIPE OR I

SECTION B—B BA~SINLCO N CTION


N0. OFGRATES

MAX~ t

REINFORCEMENTFOR

WALLS AND SLABS

1-2 4~ (1.2 m) 6" (150 mm)

NOT REQUIRED1-2 8~ 2.4 m 8" 200 mm1-2 10' (3.0 m) 10" (250 mm)t-2 12' (3.5 m) 10" 250 mm REQUIRED3-4 4' 1.2 m 6° (150 mm)

NOT REQUIRED3-4 7' 2.0 m 8" 200 mm3-4 8' (2.4 m) 8" (200 mm)

REQUIRED3-4 12' 3.5 m 10° (250 mm5-6 4' 1.2 m 6" (150 mm)

NOT REQUIRED5-6 6' (1.8 m) 8" (200 mm)

5-6 8' 2.4 m 8 200 mm

REQUIRED

5-6 12' 3.5 m 10" (250 mm)

> 6 4' (1.2 m) 6° 150 mm)> 6 8' (2.4 m) 8" 200 mm> 6 12~ 3.5 m 10° (250 mm)


PROMULGATED BY lHE GRATING CATCH BASIN -ALLEY STANDARD PLANPUBLIC WORKS STANDARDS, ING,

GREENBOOK COMMITTEE1984 LONGITUDINAL 304- 3

REV. 1992, 1996, 2009USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2

NOTES:

1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NaT BESHAPED BY PLASTERING.

2. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PLANS.

3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINALAND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE SURFACE GRADEEXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BETHE SAME AS THE SURFACE GRADE, SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

4. DIMENSIONS:

U~= THE DEPTH AT THE UPSTREAM END OF THE BASIN AND SHALL BE DETERMINED BY THEREQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN 2.5' (750 mm).

V~ = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PLANS.

W = 2'-11 3/8" (900 mm) FOR ONE GRATING; ADD 3'-5 3/8" (1051 mm) FOR EACH ADDITIONALGRATING.

A =THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPEAND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.

5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLINTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT ASKEW NECESSARY TO INSURE MINIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN THECATCH BASIN WALL, AND 3" (75 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALLAROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USEDTO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70'OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED INA CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE ISPERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTINGSTANDARD LENGTHS OF PIPE.

6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,THEY SHALL BE LOCATED ON THE OPPOSITE WALL AT THE CENTERLINE OF THE DOWNSTREAMGRATING. STEPS SHALL BE BE SPACED 12" (300 mm) APART. THE TOP STEP SHALL BE 7"(175 mm) BELOW THE TOP OF THE GRATING AND PROJECT 2 1/2" (65 mm). ALL OTHER STEPSSHALL PROJECT 5" (130 mm).



304-3GRATING CATCH BASIN-ALLEY (LONGITUDINAL)SHEET 2 OF 2

LOCATION TIE

!T ~// ~

~ \\,\

/ ~~///I A// I /// i

~o — — e,

~c~=

STEPS ~E~~~„g°

1/2' 1~4'90 mm m

~~

~E~

`fi=i

Q ~ x

~~~, m~ i

ii

io - e.

t W t

~/4P)(5 mm) RTY

c35 3/8" (899 mm) t'

mm

J O ~ ..:.

L

~OPIIONAL

'~°

^ CONNECTOR PIPE OR

SUBGRADE MONOLITHIC CATCHBASIN CONNECTION

SECTION A-A

CUT BEND AND WELD SURFACE FLOWLINEANGLE TO MAINTAINGRATING IN PLANE OFFINISHED SURFACE ~ i

FINISHED SURFACE~ 4 (5 mm) R(~yPICAL) ~~

~A SURFACE FLOWLINE2—L 4"x3"x1 /2'x62" FOR 2 GRATES(102mm x 76mm x 13mm x 1575mm)ADD 2'-2° (660 mm) FOR EACHADDI110NAL GRATE

PLAN

OPTIONAL ROUGHENEDCONSTRUCTION JOIN ~(TYPICAL)

~GRAl1NGS ANDMODIFIED FRAME

z a~ ~

E EE E

os O NO

•:b:L_____ -- ~..— ___---J

OPTIONAL SUBGRADE

SECTION B-B


N0. OFGRATES

MAXV

tREINFORCEMENT

FORWALLS AND SLABS

2-3 4' 1.2 m 6" 150 mm

NOT REQUIRED2-3 8' (2.4 m) 8" (200 mm)2-3 10' (3.0 m 10" (250 mm2-3 12' (3.5 m) 10" 250 mm REQUIRED4-6 4' (1.2 m) 6" (150 mm)

NOT REQUIRED4-6 7~ (2.0 m) 8" (200 mm)4-6 8' (2.4 m) 8" (200 mm

REQUIRED4-6 12' 3.5 m 10° (250 mm)

7-9 4' (1.2 m) 6" (150 mm)NOT REQUIRED

7-9 6~ 1.8 m 8" 200 mm

7-9 8' (2.4 m) 8" 200 mm)

REQUIRED

7-9 12' 3.5 m 10" 250 mm> 9 4' (1.2 m) 6" (150 mm)>9 8'(2.4 m) 8"(200 mm

> 9 12~ 3.5 m 10" 250 mm


PROMULGAIID BY THEPUBLIC NARKS STANDARDS INC., GRATING CATCH BASIN ALLEY STANDARD PLAN

GREENBOOK COMMITTEE1884 S A N S VE R S E 305—

REV. 1992, 1996, 2009


NOTES:


2. TWO GRATINGS ARE REQUIRED UNLESS OTHERWISE SHOWN ON THE PLANS.

3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINALAND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. SLOPE FLOOR FROM ALL DIRECTIONSTO THE OUTLET.

4. DIMENSIONS:

V~ = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PLANS.

W = 4'-3 1/2" (1308 mm) FOR TWO GRATINGS; ADD 2'-2" (660 mm) FOR EACH ADDITIONALGRATING.


5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLINTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT ASKEW NECESSARY TO INSURE MINIMUM 3" 80 mm PIPE EMBEDMENT, ALL AROUND, WITHIN THECATCH BASIN WALL, AND 3° (75 mm) RAD US OF OUNDING OF STRUCTURE CONCRETE, ALLAROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USEDTO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70'OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATEDIN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASEIS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOIDCUTTING STANDARD LENGTHS OF PIPE.

6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,THEY SHALL BE LOCATED ON THE OPPOSITE WALL. STEPS SHALL BE SPACED 300 mm (12") APART.THE TOP STEP SHALL BE 7" (175 mm) BELOW THE TOP OF THE GRATING AND PROJECT 2-1 /2"(65 mm). ALL OTHER STEPS $HALL PROJECT 5" (130 mm).



305-3GRATING CATCH BASIN -ALLEY (TRANSVERSE)SHEET 2 OF 2

GRADE BREAK INEXISTING DRIVEWA

OPENING ~

WARPEDSURFACE

12° (300 mm

TRANS

A ~yJ P~'~

4' (1.2 m) R LOCATION T1E~7 ~~2•

nE— ~~---------------~ E

~` //~ I 2 S DES OF MANMF(O~E A~~S~ FRAME AND COVER~S.

~S- 5_~ SUPPORT BOLTS 12' (300 mm

Q h SCORING LINE9

F_~ _ .~f_l 2' 50 mm) FACE PLATE ASSEMBLY ~

IDGE LINE STRAIGHT GRADE CASE B ONLY ~

~ A ~`

FLOy SEE PROTECTIONBAR ANCHOR DETAIL-

72° (300 mm) F 4' 1.2 rTRANS

FLOW LINE

~~zTa3'(75

TYP

0ww~a}

j`-' to~ ~~z

J°<~

3: 2SLOPE~~

4'(100

-VALLEYS (STRAIGHT GRADE) CASE A ONLY ~W K

PLANW , K

Pt. ~h

-~~~~~FLOW LINE) ~ v ~t

E `~~~ ~` STEPS ~ ~E ~~~~ ~ 1

N C• \\``~~\L~~/

aM4 OSOA ~3MN0 2 OEmm)T

~.~:,t

Boni wa, s SECTION A—A ~~-- c Q

OPT1~ SUBGRADE~

SECTION B—B

iY Q

~I

~J

3• ~(75 mm) R

FACE PLATEASSEMBLY

EXISTINGPAVEMENT

CONNECTOR PIPEOR MONOLITHICCATCH BASIN SUPPORT BOLTCONNECl10N

DOWEL (TYP)

'CATCH BASINMANHOLEFRAME ANDCOVER

CURBR

:_= A

c~

-VALLEY(STRAIGHTGRADE)CASE AONLY

STRAIGHTGRADE

ANCHOR FLOW LINE

DRI VEWAY/ / GRADE ̂

mm)~1`~'~I °r

-~'. B I t~i

SECTION C—C

~ PROTECl10N 2 SUPPORT BOLTBAR 0 mm BC O Pt.Qh

WROUGHT STEELC OUPLING 8#4 2~o3M m

gO•

ll'P 1• 2• ;,, E~ ~ `t -- M — t

3/16 (2 mm ~ 50 mm v

OPTIONAL~S mm) (~50 mm)

SECTION A ~— q~ SUBGRADE PROTECTION BAR DOWEL DETAILOUTLET CHAMBER ANCHOR DETAIL


PROMULGATED BY 7HEPUBLIC WORKS STANDARDS, INC., CURB OPENING CATCH BASIN STANDARD PLAN

GREENBOdC COMMITTEE1984 A T DRIVEWAY 3 0 6- 3

REV. 1892, 1996, 2009


}Q SIDEWALK3

CURVE OF CATCH BASIN TANGENTp ~ TO EXISTING OR NORMAL EDGE~ ~ \~'r

w ~o~OF DRIVEWAY

~~

FL~w TYPE A

}

3w SIDEWALK>~

r_

~ ~QO STRAIGHT GRADE

~~ CURVE OF CATCH BASINTANGENT TO EXISTING ORORMAL EDGE OF DRIVEWAY

FL~wTYPE B

R

Q3 SIDEWALK

~ ~p

cd-~~2

c~ao

N~ CURVE OF CATCH BASIN TANGENTTO EXISTING OR NORMAL EDGEOF DRIVEWAY

FLOW TYPE C

CATCH BASIN LOCATIONAT DRIVEWAYS

DIMENSIONS FORCASE A AND CASE 8

CASE A CASE B

GWIDTH OF EXISTINGGUTTER WITH A

24° (600 mm) MINIMUM4'-0" (1200 mm)

H 2" (50 mm) 4' (100 mm)

F 2'-0° (600 mm) 3'-0° (900 mm)

K 3'-0° (900 mm) 5'-0° (1500 mm)

POINTCURB FACE HEIGHT

CASE A CASE B

a 2-1/2° (65 mm) 4" 100 mmb 4" (100 mm) 6" (150 mm)

c 5-1 /2" (140 mm)7-3/4" (195 mm)

d 8-1 /2" (215 mm)10-1 2" 265 mm

e 10" (250 mm) 12' (300 mm)

f 10" (250 mm) 12° (300 mm)

g 10" (250 mm) 12° (300 mm)

h 10° (250 mm) 12° (300 mm)

i 10" (250 mm) 12" (300 mm)

j EXISTING EXISTING

STRUCTURAL DATAWALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS

MAXyy

MAXV t tF

REINFORCEMENT REQUIRED IN

FRONTWALL

REARWALL

BOTTOMSLAB

ENDWALL

3.5' (1.0 m) 8' (2.4 m) 6° (150 mm) 6~ (150 mm)

N

~

R

E

NF~RC

M

E

T

R

E

NFO

CEME

N

T

REQ

j

RE

~

R

E

Qu

~

R

E

D

3.5' (7.0 m) 12' (3.5 m) 8' (200 mm) 8° (200 mm)

7' (2.0 m) 6' (1.8 m) 6° (150 mm) 6' (150 mm)

7' (2.0 m) 12' (3.5 m) 8' (200 mm) 8° (200 mm)

14' (4.0 m) 4' (1.2 m) 6~ (150 mm) 6" (150 mm)

14' (4.0 m) 8' (2.4 m) 6" (150 mm) 8° (200 mm)

14' (4.0 m) 12' (3.5 m) B' (200 mm) 10" (250 mm)

0Q

~

N

E

a~

N

4' (1.2 m) 6' (150 mm) 6' (150 mm)

6' (1.8 m) 6° (150 mm) 8° (200 mm)

8' (2.4 m) 8' (200 mm) S' (200 mm)

~0' (3.0 m) 8' (200 mm) 10' (250 mm)

12' (3.5 m) 8' (200 mm) 10' (250 mm)

FORW >28'(9m), V >12'(3.5m)ORB >4'(1.2m)SEEPLANS


306-3CURB OPENING CATCH BASIN AT DRIVEWAYSHEET 2 OF 3

NOTES:

1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK ORIS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHICWITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHENPOURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1" (25 mm)DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, IfVCLUDINGACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORMIN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENTTO THE BASIN.

2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BYPLASTERING.

3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL ANDLATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 89aIN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE,SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED.

5. DIMENSIONS:

W = 10~ (3 m)

8 = 3'-2" (970 mm)

M = 3' (900 mm)

V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCHBASIN AT THE OUTLET = 5.0' (1.5 m).

V~ = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET,NOTED ON THE PLANS.

A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THECATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.

6. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, THECONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTORPIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OFTHE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3" 80 mm)PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3" (75 mm) RADIUS OF RO NDINGOF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH BASINCONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A"IS LESS THAN 70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE ISLOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECl10N IN ANY CASEIS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTINGSTANDARD LENGTHS OF PIPE.

7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEYSHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM WALL. STEPS SHALL BE SPACED 12"300 mm APART. THE TOP STEP SHALL BE 7" (175 mm) BELOW THE TOP OF THE MANHOLE AND PROJECT-1 /2" (~5 mm). ALL OTHER STEPS SHALL PROJECT 5" (130 mm).

8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7~ (2.1 m) ON CENTER (MAXIMUM) ALONG THE BACK WALL.

9. WHEN CONNECTOR INLETS INTO THE UPSTREAM END OF THE CATCH BASIN, CONSTRUCT AN OUTLETCHAMBER AS SHOWN IN SECTION A ~-A~.

10. FACE PLATE ASSEMBLY:THE FACE PLATE FOR THE CIRCULAR PORl10N OF THE CATCH BASIN OPENING SHALL BE CAST STEELOF MILD TO MEDIUM STRENGTH. SEGMENTED CASTINGS SHALL BE BEVELED AND BUTT WELDED TO THEREQUIRED FULL LENGTH ALONG A TRUE ARC AND SECURED TO THE TOP SLAB BY ANCHORS. ONE ANCHORSHALL BE PLACED AT EACH END OF THE ASSEMBLY AND THE OTHERS SPACED EQUALLY BETWEEN THE ENDANCHORS. THERE SHALL BE AT LEAST ONE ANCHOR ON EACH CASTING. BEND PROTECTION BAR TO 4'(1.2 m) RADIUS AROUND CURB RETURN. WELD TO SUPPORT BOLTS AT POINTS D, F, & H. END BAR AT POINT

11. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:

308 MONOLITHIC CATCH BASIN CONNECTION309 CATCH BASIN REINFORCEMENT310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR312 CATCH BASIN MANHOLE FRAME AND COVER635 STEEL STEP636 POLYPROPYLENE PLASl1C STEP


306-3CURB OPENING CATCH BASIN AT DRIVEWAYSHEET 3 OF 3

DOWEL (NP) ~#1 M ~s30 mm~ #4 (#1:

SCORING _LINE

6'

~ 1 mm —~ I —

B ~ ~--~ ~

6' (150 mm

6' (150 mm) ~

6' (150 mm) 1

~ ~#~~)3' (75 mm) R

A /

mm) (TYP)

100 mm)

CURB

`+~I FLOW

MANHOLE FRAMEAND COVER

STEP

EE B" (200 m )

v #4 ~#13M)

DOWEL DETAIL

~~ 25 mm I W

~~ MANHOLEq LOCATION TIE

PLANFACE PLATE ASSEMBLY CURB

~2 Z E F~pyy NOTE:

00 m ~~Z N E FOR DETAILS NOT SHOWN

£ •~ ~ E ~ M— t ~ o sa 12.. SEE SEC110N A—A (CASE A)

~# `~ °01•.2 N`~N ~ :o: o E 3~ c~, 00 mm~ o

,~' ~ C~MANHOLE2° 6~

(50 mm (150 mm) R

3'-0" tF = E (50 mm)CL • ~~yJ(900 mm) ,. co o ~• ~ tF

~ 12, 25 mm 610 mm

SECTION B—B ~3M 0 300 mm) ~`'~:~•:.•.•.a, ,~

~ ~ ~ FACE PLATE ASSEMBLY

N~ y #6 STREET, GUTTER OR SECTION A—Ax

~N ~#19M S~RFACEEPRESSION

CASE Bz~ __

~ ~ ~ ~~ STRUCTURAL DATA

E ~ o ~~~ M 3~ SLO E V ~ ~^ WALL AND SLAB DIMENSIONS AND

0 0 3"~/5 mm~ ~ E I REINFORCEMENT REQUIREMENTS

O M ~ ~ O1 REINFORCEMENT

SO mm C 9' ° SO v N NA% YAX t REQUIRED IN

~ ~ 2rJ mm {~ N ~ W V ~ FRONT REAR BOTTOM END

~ ̂ ~¢~~• ~~# J I

WALL WALL SLAB WALL

13M0300 m t ~ 9M mss' (~.o m) e' (24 m) e• (t5o mm) e• (~so mm)B 9~ Z4~ 3~ 35' (1.0 m) 1Z' (3.6 m) B' (200 mm 8' (7D0 mm) N R R

25 mm 610 mm (75 mm y (2o m) s' (» m) s• (yea mm) e• (150 mm) ° E a

OP110NAL a ~'~•'.•'• 7 (20 m) ~z• ~a.s m> e' (mo mm~ e• ~zao mm~ N U

~ 14' (4.0 m) 4 (1.2 m) B' (160 mm) 8' (160 mm) R O RROUGHENED • a~~~ ••;;'. •r u~ (~.o m) C (24 m) e• (~so ~) B' (200 mm E R ECONST 1 c oJOINT (TYP~ ~ u' (~.o m) ~s~ (ss m) !' (200 mm) is (aso ~~ " E

F yt CONNECTOR 4 (1.Z m) a• (ieo mm) e• (~so ~) a e a

OP110NAL SUBGRADE PIPE OR MO— ~ s' ~~.e m) a• ~~eo mm) B' (200 mm) c N aMANHOLE NOLITHIC EE g (24 m) a~ zoo mm) s• (7OD mm) ~ T u

CATCH BASIN

SECTION A—A CONNECTION ~ ~~caam ~c~mm, +~c~~~ N E

~z' (a.s m) e~ (zoo mm) f0' (YSO mm) TCASE A Fai w > 7d'(e m~, V > 17(38 m) ORB > 4(1.2 m) SEE P~µS


PRgAULGATED BY THEPUBLIC WORKS STANDARDS INC., CURB OPENING CATCH BASIN STANDARD PLAN

GREENBOOK COMMITTEE1984 ~ TH MANHOLE I N STREET 307- 3

REV. 7992, 7996, 2009


NOTES:

WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSEDSIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BEPOURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASSOF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BEPROVIDED WITH A WEAKENED PLANE OR A 1" (25 mm) DEEP SAWCUT CONTINUOUSLY AROUNDTHE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTHOF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THEBASIN.


3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH, FLOOR OF MANHOLE CHAMBERSHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM SLOPEFLOOR FROM ALL DIRECTIONS TO THE OUTLET.

4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED.

5. DIMENSIONS:

W= 7'(2m)

B = 20" (500 mm)

Y = 24" (600 mm )

V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OFTHE CATCH BASIN AT THE OUTLET = 4.5' (3.5 m).

V ~= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OFTHE INLET, NOTED ON THE PLANS.



6. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLINTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT ASKEW NECESSARY TO INSURE MI(VIyfUM 3~~ (80 mm) PIPE EMBEDMENT, ALL AROUND WITHINTHE CATCH BASIN WALL, AND 3' (75 mm) RADIUS OF ROUNDING OF STRUCTURE CbNCRETE, ALLAROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USEDTO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70'OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED INA CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE ISPERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTINGSTANDARD LENGTHS OF PIPE.

7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAMWALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 12" (300 mm) STEPSSHALL BE SPACED 12' (300 mm) APART. THE TOP STEP SHALL BE 7" (175 mm) BELOW THE TOPOF THE MANHOLE AND PROJECT 2-1/2" (65 mm). ALL OTHER STEPS SHALL PROJECT 5" (130 mm).

8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2.1 m) ON CENTER (MAXIMUM) ALONG THEBACKWALL.

9. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:308 MONOLITHIC CATCH BASIN CONNECTION309 CATCH BASIN REINFORCEMENT310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR630 24" (610 mm) MANHOLE FRAME AND COVER635 STEEL STEP


307-3CURB OPENING CATCH BASIN WITH MANHOLE IN STREETSHEET 2 OF 2

E BARS-2 ABOVE &2 BELOW OPENING

,~ C BARS ~4 ~ 18"~t~ #13M O 450 mm)

,gyp Q~Q~ 12° (300 mm) MIN

,PQ~F'~p ~~ ~,~~~ ~P'1- 3" (75 mm) M W ~ ~ o~C. ~. F aBOO ~, / ` : ,

L ~h / / q 12° 300 mm MIN ' ° 0 t'9

•a' ~o.

'. :`

/ \\ ~ •!~~

~~ ~ E BARS-2 ABOVE &~ 2 BELOW OPENING ~'\~

\~~~ ~ ~#1 M ~~n450 mm) #4 ~ 18"

,y C BARS ~#~3M O 450 mm)

~ ~' SECTION A—A

F,,yoF

PL

PLANCORNER CONNECTION

~~~~ QQ~i. D BARS-2 ABOVE &

2 BELOW OPENING

~~~Q ~~ 12" 12"JP~~ ~~~ 300 mm) IN , 300 mm) MIN

O~ ~,P

L ~ ~`1 / /

L~' '9i

i

~\\

~~~ ~\

~~~~~ ~ ~ ~e°~~ ~13M ~ 450 mm)

/ C BARS

6 i~ '9

F1.yoF

rh

PLANSIDE CONNECTION


PROMULGATED BY THE STANDARD PLANPUBIJC WORKS STANDARDS, ING.

GREENBOOK COMMITTEE MONOLITHIC CATCH BASIN CONNECTION~0~~ Z1984


STRUCTURAL DATA

8 tC

BARSD&EBARS B t

CBARS

D&EBARS

12" (300 mm) 4" (115 mm)

~

E

~

~

v

~

~

~

~

~

~

42" (1050 mm) 7 1/2~ (190 mm)

E

E

i°

~

~

~

~

~

~

~

15" (375 mm) 4-1/4" (115 mm) 45° (1125 mm) 7 3/4" (190 mm)

18" (450 mm) 4-1/2" (115 mm) 48" (1200 mm) 8° (215 mm)

21" (525 mm) 5" (140 mm) 51" (1275 mm) 8 1/2~ (215 mm)

24" (600 mm)5 1/4" (140 mm) 54" (1350 mm) 9" (240 mm)

27" (675 mm) 5 1/2" (140 mm) 57" (1425 mm) 9 1/4" (240 mm)

30" (750 mm)6° (165 mm) 60" (1500 mm) 9 1/2° (240 mm)

33" (825 mm)6 1/4" (165 mm) 63° (1575 mm) 10" (260 mm)

36" (900 mm)6 1/2° (165 mm) 66" (1650 mm) 10 1/4" (260 mm)

39° (975 mm)7" (190 mm) 69" (1725 mm) 10 3/4" (280 mm)

72" (1800 mm) 11° (280 mm)

FOR B GREATER THAN 72" (1800 mm) SEE PLANS

NOTES

1. REINFORCING STEEL SHALL BE 1-1 /2" (40 mm) CLEAR FROM FACE OFCONCRETE UNLESS OTHERWISE SHOWN.

2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUTAT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCHBASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCHBASIN SHALL BE CUT 2" (50 mm) CLEAR OF OPENING.

3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THEROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETEWITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST ACURVED FORM WITH A RADIUS OF 3" (75 mm).

4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:

(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN

(B) ANGLE A FOR PIPES THROUGH 30" (750 mm) IN DIAMETERIS LESS THAN 70' OR GREATER THAN 110'.


308- 2MONOLITHIC CATCH BASIN CONNECTIONSHEET 2 OF 2

FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT(SEE CATCH BASIN STANDARD PLAN)

+ ~ .,:_o,

Jmw 1 B .REAR WALL

U ~ ~ 2" CLEARE BARS(50 mm) G $ARS

~ C BARS

~ ~'~ ~ E F~ BARS 2" CLEA

~ ~ E (54Cmm A BARS (50 mm)

"~ t, n 6 BARSx r~ '"

~„~ { c

N Tf.~n

x '6:

9

FRONT WALL x~3 ~ BOTTOM SLAB

(MIN) ~ ~

TYPICAL REINFORCEMENT DETAILS

CURB OPENING CATCH BASIN REINFORCEMENT

MAX. MAX.w v t tf B RS BARS BARS BARS BARS BARS

3.5' 8' 6' 6'(1 m)(2.4m) 150 mm)(150 mm)

3.5' 12' 8' 8"(1 m)(3.5m) 200 mm)(200 mm)

~• 6• 6• 6•(2 m)(1.8m)(150 mrr~(150 mrr~

7' 12' B" 8"(2 m)(3.Sm) (200 mm)(200 mm)

74' 4' 6' 6' /4 0 12" ~4 O 18"(4 m)(1.2m)(150 mm)(150 mm) (13M O 300 mm)(13M ~ 450 mm)

14' 8' 6' 8' ~4 ~ 12" ~4 O t8"(4 m)(2.4mj(150 mm)(200 mm) (13M Q 300 mm)(13M O 450 mm)14' 12' 8' 10" ~4 O 6' y4 Q 18"(4 m)(3.5 m)(240 mm)(250 mm) (13M Q 150 mm)(13M ~ 450 mm)28' 4' 6" 6' ~4 Q 24" ~E4 O 18'(9 m)(1.2m)(150 mm)(750 mm}(13MI O 600 mm) (13M O 450 mm)

28~ 5' 6" 8~ ~4 O 24" ~4 O 18'(9 m)(1.5m)(150 mm)(200 mm)(13M O 600 mm) (13fd O 45Q mm)

28' 6' 6" 8" ~4 ~ 18" ~4 O 18'(9 m)(1.8m)(150 mm)(200 mm)(13M ~ 450 mm) (13M Q 450 mm)

28' 7' 8" 8" ~p4 ~ 17' y4 O 18"~9 m)(2.1m)(Z00 mm~(200 it~i7~~ (13M O 425 mm) (13M Q 450 mm)

2g' g' $" S° ~4 ~ 13' ~4 O 18'(9 m)(2.4m)(2Q0 mm)(200 mm)(13M Q 325 mm} (13M O 45~ mm)

28' 9' 9' 0" ~4 O 15' ~4 O 18'(9 m)(2,7m) 200 mrr~(250 mm)(13M Q 375 mm) (13M O 450 mm}

28' 10' $' 10' ~4 O 1Z' #4 O 18'(9 m)(3.Om)(200 mm)(250 mm)(13M O 300 mm) (13M O 450 mm)

28' 71' 8" 1D~ ~5 O 15" ~4 Q 10' ~4 O 18~ O 18"(9 m~ (3.3m)(2D0 mm~(250 mm~ (16M O 375 mm) (13A~ O 256 mmj(13A1 O 45Q mm)(13M O 450 mm}

28' 12' 8" 10" ~4 O 18' /4 4 10' ~4 d 18' Q 18"(9 m)(3.5m) (200 mmj(250 mm)(13M ~ A50 mm) (13M O 250 mm)(13M O 450 mm)(13M is 45G mm)

FOR W > 28' (9 m) ORB > 4' {1200 mm) SEE PLANS

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIC?N

PROAAULGAlID BY THE STANDARD PLAN

P~B~ ~ ~'"~. CATCH BASIN REINFORCEMENT 309-2,a~SHEET t OF 2USE WITH STANDAi4D SPECIFICAT70NS FOR PUBLIC WORKS CONSTRUCTION

EE

~N

6 =—c--e—= :d

4 2° CLEAR ~;(50 mm)t G BARS

G BARS 2" CLEA(50 mm

~ ~ E G BARS

U Vs e~O ~ ~

TYPICAL REINFORCEMENT DETAILS

GRATING CATCH BASIN REINFORCEMENT

NOTE

UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENINGSAND GRATING CATCH BASINS SHALL TERMINATE 2'~ (50 mm) FROMFACE OF CONCRETE.

~{

SIDE AND ENDWALL STEEL

MAX G BARS

4' (1.2 m) 6" (150 mm) #4 O 10" (#13M O 250 mm)

8' (2.4 m) 8° (200 mm) #4 ~ 6° (~13M ~ 150 mm)

12' (3.5 m)10" (250 mm) #5 O 6" (~/16M ~ 150 mm)

FOR V > 12' (3.5 m) SEE PLANS


309-2CATCH BASIN REINFORCEMENTSHEET 2 OF 2

SUPPORT BOLT AND FACE PLATE 4 1 /2" (120 mm) TOP SLAB

CURB LINE 7" 180 mm 3-#4 (13M) BARS x (W + 6" (150 mm))

1/4" (5 mm) R ,~ IN ADDITION TO REINFORCING~ ~ 4" ) E STEEL PER APPLICABLE CATCH

E30 mm ~ 8, - BASIN STANDARD PLANFACE PLATE 3"

~8~~''~ ~N

75 m

=.-. •o . Qo

•~, s- o ~~ .

,•O[

..

~~ O ~ ~ -~~ • O~ a

~ 3~

'

p".p

~S'o.p~• cv

o

~ 65'30C' v i~-~ 4

°`,~ ~ ' o a .. o ~

oO____~~

~ ° '

\/

~`

~~/~Un Of

1

~ ~ ___

J__—

~RADIUS J~~

z~~ 1 1 4"~ ~'~ ~ (30 mm)

~'I h~

cv F HEX. NUTS~ ~Q~ 1 1/8" (30 mm)

m~ 1/4" (5 mm ~`° HOLE IN PLATERADIUS

,;~~~

3/8~~ (10 mm) ~ COUNTERSINK-1" (25 mm) OC ONSUPPORT BOLT FOR SET SCREW. NONE REQUIRED FOR

,~a • CF LESS THAN 7" (180 mm). THREE REQUIRED~. FOR 7" (180 mm) CF. ADD ONE COUNTERSINK FOR

°. ; ' EACH 1" (25 mm) OF CF MORE THAN 7" (180 mm).'o,. P~

B a .. 1" (25 mm) SUPPORT BOLTo,' • .. a~o „ LENGTH = CF + 6" (150 mm)

• 0 ' ~ ` , ° ~ L~ A=18' FOR CURB BATTER LESS THAN 2:12•o , o "~ ' =9' FOR CURB BATTER 2:12 THRU 4:12

o =AS SHOWN ON PLANS FOR ALL OTHER• o

'~ CURB BATTER

T~

2"x3° (50 x 75 mm) SECTION LOCATE WELDS IN

-OPENING FOR CONCRETE LONGER SPAN

PLACEMENT 5/16° x 10° SEGMENT

INTERIOR FACE OF CATCHFACE 3 EA

BASIN END WALL FACE PLATE PLATEm ~C

(6 mm)(50 mm)

~~ 3~4~~ E~ (20 mm0)

_N E

~ HOLE f o1 3~4~~ ,--~ ~c ~

_~_ (20 mm) 5/8"x1 1/2" °0 ~ J—~- Ê 12 ~E

N E SQUAREE

(16 x 38 m )~"~ M ~ ~ N ~300 rrpm) HOLES CARRIAGE

~~vQ°, - I ~ ~ BOLTS AND ~ ° ~ ~ rn

`-' HEX. NUTS `~~ I

°O ~ ANCHO

M M END ANCHOR 6"x3/8"x8" ~~" (160 x 10 x 200 mm) 4" ~CHORSPLICE PLATE 2„ (100 mm 2°

(50 mm) JOINT (50 mm)

END DETAIL SPLICE DETAIL


PROIAULGATED BY lHEPUBLJC WORKS STANDARDS INC. CATCH BASIN FACE PLATE ASSEMBLY

STANDARD PLAN

~E~B°°~` «~""~",~,a~. AND PROTECTION BAR 310-3REV. 1998. 2005, 2009


SUPPORT BOLT AND FACE PLATE 150 mm ~6") TOP SLAB

CURB LINE 10 1/2' (265 mm)SURFACE COURSE TO BE

6" 150 mm) IDENTICAL WITH ADJOINING1 1 4° SPECIAL SIDEWALK AS SHOWN(30 mm) ~ ~~4~ ON PLANSFADE PLATE S / 3^ \~ l5 mm~ R

NOTE:.FaR DETAILS NOT SHOWN, SEE.. SHEET 1.

3°x3" (8Q x 80 rnm) F- Y T r -I

QPENING FOR CONCRETEPLACEMENT

INTERIOR FACE OF CATCHBASIN END WALL FACE PLATE

~ ~~~~ 3 4 0

12~ (20 mm~)

o~ (300 mm~ NOLE

~ ~~¢~

~ (20 mmSQUARE

~, ~ HOLES.

5f16" x 13 11/16"{8 x 348 mm)FACE PLATE. —

5/8"x1 1 /2"(16x38m ~CARRIAGE ~ ~BOLTS ANDHEX. NUTS M

E0ao

LOCATE WELDS INLONGER SPANSEGMENT

–~--{4 EA

6 mm) (5D m ~

E

N~

END ANCHOR 9"x3/8°x8" ~,,(230 x 1'0 x 200 mm)

SPLICE PLATE 2r 100 mmEf~ID 'DETAIL (5Q mm) ~o~NT

SPLICE DETAIL

Ea+r✓

CHOR


3~ O-3CATCH BASIN. FACE PLATE ASSEMBLY AND PROTEC TION BARSHEET 2 OF 6

FACE PLATE ANCHOF~Si_ _.. ,--- , E

C10 m m) r "~

O O~' o f s o 'p Q, r .-.

~ ' P ~ 'Q = ~ C

'0,•00 ~. ~ o N ~~~•RN co

R O ,O ~ P ZO ,

1/2" (13 mm) ~ STEEL ANCHORS,MAX 21" (525 mm) OCALTERNATE UPPER AND LOWER ANCHQRS AS SHOYVN

HOOK. ANCHOR — 4 1 ~2" 120 mm} TOP SLAB..~~~~ ~

(~10 mm) ~v

o p. i~ a a p~ ~.4', ° e ar

a o ~ v a a~ E ,

o . 0 o °. - ooM - . 0/N ~ o

P ~-

r~ ~—~ ~~ 1/2" (13 mm)P1 x 8" (200 mm) STEEL ANCHORS

MAX 15° (375 mm) OCALTERNATE UPPER AND LOWER ANCHORS AS SHOWN

ROUND HEAD ANCHOR — 4 1 f2" (120 mm) TOP SLAB

o-•o 0_vo „

.' ~~~/~D

(6 mm) / \

1 /2" (13 mm)~ STEEL ANCHORSMAX 21" (525 mm) OCALTERNATE UPPER AND LOWERANCHORS AS SHOWN

4 a .. ~ Q ; . $„ 200 mmy- Q~- a 4v. o ... ,~.~ . , ~-G. O Q O.

3 ~, e o N~.. ~. ~ o .

~) ~~ o ~o

r ~(3S 8 a E

~~ ,

HOOK ANCHOR — 6" (150 mm) TOP SLAB


31 O— 3CATCH BASIN FACE PLATE ASSEMBLY AND PROTEC 110N BARSHEET 3 OF 6

PROTECTION BAR AND SUPPORT BOLT(S~ WITHADJUSTABLE STIRRUPS) - TYPE A

END ANCHOR WITH SUPPORT BOLT WITH 3/4" (20 mm) DIACOUPLING AND SET ADJUSTABLE STIRRUP PROTECTION BARFACE PLATESCREW ~ ~ (TYPICAL) END ANCHOR ~

dOWNSTREAM~~ ~ WEND OF BASIN ELEVATIONSTANDARD FLATTEN BOTH ANCHOR ENDS TO PREVENT TURNWG3/4" (20 mm) DRILL AND TAP HOLE AND INSTALSTEEL PIE ~3/8" (10 mm)—NC x 1 /2" (13 mm)

~ SOCKET SET SCREW w f 3/Q 6° (5 m/ ~ RE\ ESSED HEX HOLE M ~,

DRILL. -' ~J'1 ~2" 73 mm) HC7LI1 f4" B mm) DEEP

h ~~

(130 mm) ~ (130 mm)

PROTECTfON BARSTD 3/4" (20 mm) STEEL COUPIJNG , pTO FIT SNUG OVER ENTIRE LENGTH(3~4,~ (20 mm) NPS THREAD) °•

END ANCHOR DETAILDOUBLE PROTECTION BAR DETAIL

~ • v, r qo .a:4o v,

~~ -Ao ~,I ~ p

~ 1 />~a`°~ ~`~ ~~~,.

a~ ~

U ~Ja ~,~ / f

~m~ ~m SUPPORT~ m 80LT

PROTECTIONBAR ! ~ ADJUSTABLE

~ i ~ STIRRUP

~ ~ ~,S~ ~~

.p /

(27 mm)

~, ~ W ~J~ I ~

' (32 mm

1/2" (13 mm} DI,

~. q ~ DRILL AND TAP HOLE AND INSTALL~ r 3/8° (10 mm)—NG x 1/2" (13 mm)

' ° ̀~ ~~ '~ SOCKET SET SCREW WITH 3/16 (5 mm)o ", ! s, ̀, ; ' RECESSED. HEX HOLE.o~ P.v

~4 , `~ ; ~, o STIRRUP DETAIL0

PROTECTION BAR &STIRRUP LOCATION

/4"6 mm)

~C? v

n

(TYPICAL) m, ~

3/8" ,-.(10 mmr~

E3/8" ~(10 mm)~

STANDARD PLANS. FOR PUBLIC WORKS CONSTRUCTION sTnNO,nRO Pv+ry

3~ O-`3SHEET 4 OF 6

CATCH BASIN FACE. PLATE ASSEMBLY AND PROTEC 110N BAR

PROTECTION BAR AND SUPP(FIXED STIRRUP~S~ -

SUPPORT BOLT AND ~~2^ (~3 mm) PIPFIXED STIRRUP (TYP)

1/2" (13 mm) COUPLING (NPT)

PIPE CAP FACE PLATE(NPT}—~ rE'YE BOLT

wc

m

v

~ ~

25 mm) sH

1(150 mm)

ELEVATION

FACE PLATE

i ~~0~ o',~ ~ ~ ~

~ ~ ~+ p .

'~\

F Pi~~o

,;~! \~~a~9s

,~~.. per.

°.

f ~~ . i~

' ~~ o ~'f

1 ~~"+

\~~

~/~~ / 3/4" (20 mm)

\ ~~ i HOLE

5~8' (16 mm}~! ~ EYE BOLT~l WITH HEX NUTSt1

~ PROTECTION BAR

~ j

:,

P ' ~ CO' Q r

~' •. ~~ Q.

o • °~, p'

o~ `' ~ ,~' m, . 0 0

EYE BOLT DETAIL

TYPE B3J4" (20 mmj ~ PRQTECTION

E BAR (2 SECTIONS MIN) THREADEDEACH END (1/2" (13 mm) NPT)

1 /2" (13 mm)EYE BOLT PIPE CAP

(NPT)

6"(150

FACE PLATE

q "qo ~ p. > O e w

~~~'' •.. p p o ~. ' 4

~' - V

C4'a ~, sv ~ r

~~~\~

4 / ~~~~,6 mm)

I ~ 1 1 /8~~ (3D mm)~ / HOLE~ ~

~ i~ .

mfi~

R=5/8"" X16 mm) ~

1/2~ (13 mm) DIA ! ~~ PROTECTIONFIXED STIRRUP /j ~ BAR

~ SUPPORT~ BQLT

~ ~. V o r /!

b ~/

~~~ ~Q

'o . 9 ~J l~ /• °•

,'.9~ a

STIRRUP DETAIL,


31 O- 3GATC H BASIN FACE PLATE ASSEMBLY AND PROTEC 110N BARSHEET 5 OF 6

1. ALL. PARTS SHALL BE STEEL, EXCEPT 5ET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS.2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION.3. CURB FACE SHALL BE AS NOTED QN THE PLANS..4. CURB BATTER SHALL BE 3:12 UNLESS OTHERWISE SPECIFIED.

FACE PLATE

5. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12° (300 mm) EXCEPT AS MODIFIED FOR°A° CURB. OPENING CATCH BASIN AT DRIVEWAY".

6. WHEN THE LENGTH OF THE FACE PLATE 15 BETWEEN 22' (6.5 m} AND 43' (13 m), TWO SECTIONSMAY BE USED. WHEN THE LENGTH EXCEEDS 43' (13 m), THREE SECTIQNS MAY BE USED.SEC710NS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL$E PLACED 1' (300 mm) FROM A SUPPORT BOLT.

7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTHFOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THETRUE CURVE SHALL NOT EXCEED 1" (25 mm). WHERE MORE THAN ONE CHORD IS REQUIRED, CHUROLENGTHS SHALL BE EgUAL. CHORD .SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLESPLICE DETAIL (MOdIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT 80LT SHALLBE PLACED 1' {300 mm} FROM THE SPLICE.

8. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL 8E NELSON H-4F SHEAR CONNECTOR, KSNWELDING SYSTEMS DIVISION SHEAR CONNECTOR QR EQUAL.

.SUPPORT BOtT

9. 'SUPPORT BOLTS ARE REOUIREQ WHEN THE LENGTH OF THE CATCH BASfN OPENING IS 7' (2 m) ORGREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPEN6NG. SPACING SHALL NOT BELESS THAN 3~-6° (1 m) ON CEPITER MOR GREATER THAN 5' {1.5 m) ON CENTER.

T15 RRUP

10. FOR TYPE A, MATERIAL SHALL BE CAST STEEL..

PROTEC110N BAR.

1L TYPE A SHALL BE USED UNLESS dTFiERV~SE SPECIFIED.12. FOR TYPE A, THE. BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN "W° IS OVER 21' (6 m), THE

PROTECTION 'BAR SHALL CONSI5T OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEENTHE PROTECTIQN BAR. PIECES SHALL CONSIST OF A 5" (125 mm) LENGTH OF STANDARD 3f4"(20 mrn) PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTd EACH END DRILLED ANDTAPPED FOR A SQCKET SET SCREW A5 DETAILED FOR THE DOWNSTREAM END ANCHOR.

13. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TW0 EYE 80LTS .AND A WELDED STIRRUP ONEACH SUPPORT BOLT ARE REQUIRED.

14. NUMBER OF PRdTECTIQN BARS AND LOCAl10NS ARE AS' FOLLOWS:

MAXIMUM CURB FAGS, INCHES (mm)

6" 7" 8" 9" 10" 11" 12~~ 13" 14" 15° 3B" 17" 1$••(1~0) (175) (200) (225) (25a) {275) (300) (325) (350) (375) (400) (425) (450}

Q:12 0 03.5" 3.5" 4.5" 4.5" 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 4.5"(90) (90) (115) (115) (115} (140) (90) (90) (115j (115) (115j

~1:12 ~ 0

3.5" 3.5" 4.5" 4.5° 4.5" 5.5" 3.5° 3.5" 4.5" 4.5" 5.S",1, (90) (90) (11.5) (115) (115) (140) (90) (90) (115) (115) (140) o

a 3.5° 3.5" 4.5" 4.5" 5,5° 3.5" 3.5" 4.5'~ 4.5" 5.5" 5.5" zm 2:1.2. 0 0 t~4) (90) {115) (115) (140) (90) (90) (17.5) (115) (140) (14d) ~

~ 3.5° 3.5° 4.5" 4.5" 5.5" 3.5" 4.5" 4.5" 5.5" 5.5" 4.5° ~v 3:12 0 0 (g0) {90) {11:5) (115). (14-0) (90) (115) (115) (140} (1.40) (115) ~

4:12 03.5° 3.5" 4.5° 4.5° 5.5" 3.5° 3.5" 4.5" 4.5° 5.5" 4.5° 4.5"(9fl) (90) (115) (115) (T40) (90) (9Q) (115) (.115) (1:40) (11:5) (115)

0 ~ 1 ~ 2* ~ 3~

NUMBER OF PROTECTION BARS

FOR OTHER CURB FACE OR 6ATTER SEE PLANS* TYPE A PROTECTION BAR ONLY

STANDARQ PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

3~ O- 3CATCH BASIN FACE PLATE ASSEMBLY .AND PROTEC 110N BARSHEET 6 Off' 6

1 3 4" 1 NGTeAND3STANDARD WASHER ONmEACH END S0~(45 mm THAT SPACES BETWEEN OUTSIDE BARS AND E

FRAME ARE EQUAL 5 8° (1fi.5 mm) EACH SIDE. ~ EE AFTER ASSEMBLY, PEN ~}iREADS TO HOLD nE NUTS TIGHT 3~ N '~ Ev A 75 mm) vin

~1 ~n J v

EB~

rn

~~

~ X

X v1

i~ nx

xM Ox

J v

1/4~ INTERIORmm) SPACERS

'~

c: E

3~ ~ E

(75 mm) n °~

C

L 3 1/2°x3°x3/8'x40 3/8° (TYP)(L89x75x10x1D26mm)

PLAN

41 3/8° (1051 mm)

40 3/8° (1026 mm)E

~E 133 4°

~~ ~ ~ (350 mm)

20-12.7 mmx89 mmx1016 mm(1 /2x3 1 /2°x400 BARS—

SECTION B-B

B

E., E

EC~C

`v ~ ̀a 'n ..

d—f N

T

mm) (64~mm)

1/2°x8° (13 mmx200 mm) BOLTSWITH NUTS AT CORNERS OF BASIN

SECTION A-A

3/4°

(19 m

~ —

f~STANDARD 13 mm(1 /2) PIPE

SPACERS INTERIOR SPACERS

BOLT(S3 (TYP)

M 5x18.9(M 127x28.

ELEVATION

CENTER SUPPORT ASSEMBLY

1 5 8' 3~q.• ~ E(41 mm 5 8, (19 m n

(16 mm)

of EN ~5/16' ~ ~

(8 mm) R N ~M ~

i)

13 mm(1~2") R (TYP)

END SPACERS

~ E~~N v

SECTION C-C


PROMULGATID BY THEPUBLIC FRAME AND GRATING FOR STANDARD PLAN

WORKS STANDARDS, INC,GREENBOdC COMMITTEE

1984 CATCH BASINS 311- 3REV. 1993, 1996, 2009


NOTES:

1. ALL PARTS SHALL BE STEEL, EXCEPT THAT END SPACERS MAY BE CAST IRON.

2. ALL PARTS SHALL BE GALVANIZED AFTER FABRICATION, EXCEPT THAT GRATINGS SHALL BEASSEMBLED AFTER COMPONENT PARTS ARE GALVANIZED.

3. ALL DIMENSIONS ARE FINISHED DIMENSIONS AND INCLUDE GALVANIZING.

4. ALL BOLT HOLES SHALL BE 5/8" (16 mm) DIAMETER.

5. ALL THREADS SHALL BE NATIONAL COARSE SERIES (NC).

6. CENTER SUPPORT ASSEMBLY REQUIRED WHEN TWO OR MORE GRATINGS ARE SPECIFIED ONPLANS.

L = 64" (1626 mm) FOR CURB OPENING CATCH BASIN WITH GRATINGS) AND DEBRISSKIMMER (SPPWC 301).

L = 44° (1118 mm) FOR CURB OPENING CATCH BASIN WITH GRATINGS) (SPPWC 320.)

L = 36° (914 mm) FOR CURBSIDE GRATING CATCH BASIN (SPPWC 303).

L = 36" (914 mm) FOR GRATING CATCH BASIN-ALLEY (LONGITUDINAL) (SPPWC 304).


311-3FRAME AND GRATING FOR CATCH BASINSSHEET 2 OF 2

3/4° (2d mm} QIAPICK HOLE\

2 " x 1 "(50 mm x 25 mm) DI OND~MAT t/8" (3 mm}DEEP

INSTALLATION ~ /LOCK W GDEVICE

DRILL AND TAP HOLE AND INSTALL3/4"x11 /4" 20mmx32mm)STAINLE55 ST~EL SOCKET SE7SCREW WITH 3j8" (td mm)RECESSED HEX HOLE ALLTHREADS TO BE NC ~

~ AGENCY DESIGNATEDINSCRIPTION. ALL E

3~ LETTERS 1" (25 mm) E(75 mm HIGH ,~

\ v

J~/ ~ INSTALL/'1 a ,~~` ` LACKING/ X22 ~ DEVICE

A

~~14" (350 mm £0

PLAN

0

m

•p.~: 4.

o'• :::

:D~.'CL

o•.e-

CKING DEVICE

(3 mm)

~1~8"( mm) R

. 1 f e • 1 f i •~/ //.~v ~v/liiii r r ~~

w

• •

/~

-.- .- ~i

~ - -

FINISHED ~~~~~J[SURFACE ~\

5~8" 16 mm) RGAP i RIM OF COVEROPPOSITE PICK HOLE

BOTTC?M OF MANHOLE COVER

DETAIL "B"

OUTLINE WHERERIB JQINS f21M-

OUTLINE WHERERIBS JOIN

~~ (10 mm~SAME ANGLETHROUGHOUT

DETAIL "C"

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIQN

PRWAULGk7ID BY THEPUBLIC WatKS STANDARDS INC. CATCH BASIN STANDARD PLAN

`~~1BO0M °~""'~1984 MANHOLE FRAME AND CaVER 312-4REY. 1993. 199fJ. 2009. ZOtt


NOTES

1. THE CAST IRON USED SHALL CONFdRM TO ASTM A48M GLASS 356.

2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM (~RBITUMINOUS PAINT AFTER TESTING AND INSPECTIQN.

3~ FOUNDRY IpENTIFYING MARK, HEAT AND DATE SHALL BE EAST ONTHE BOTTOM OF THE COVER AND 4N THE INSIDE OF THE FRAME.

4. IMPORTED COVERS ANd FRAMES SHALL HAVE THE COUNTRY OF ORIGINMARKING IN COMPLIANCE WITH FEDERAL REGULATIQNS_

5. WEIGHT OF FRAME SHALL BE 30 PQUND~ {15 kg). WE(GHT OF COVERSHALL BE 85 POUNDS (40 kg). ACTUAL WEIGHTS SHALL 8E WITHINA RANGE OF 95~ TO 11Q9o.

6, THE MANHOLE FRAME AND CQVER SHALL BE 1NSPECTE[7 BY THE ENGINEERPRIOR TO SHIPMENT TO THE WORK SITE. ACCEPTA~JCE W(LL BE INDIGATEdBY THE AGENCY'S MARK.

7. AGENCY INSCRIPTION SHALL BE AS SPECIFIED QN THE PLANS aRSPECIAL PROVISIONS.

STANDARD PLANS FOR PUBLIC WORKS 'CONSTRUCTION STANDARD PLAN

3~ ~-~'GAT~H BASIN MANHOLE FRAME AND COVERSHEET 2 OF 2

CASE A

2' soo mmWHERE NO EXST GUTTER

CURB FACE

~Ar ~ CURB OPENING

WD I CATCH BASIN——I I BI I r~

PLAN

POINT A POINT B POINT S POINT D

~ POINT E ~PO~ E S~A/Gyl ~q~~tiT~ R/p~E GRADE '~~~~.yG,QgO ~

~~S~P~G~OG~ ~

I F~

POINT F POINT G

A

~

N K L N

I FLOW

~-

— —

F~~W I OPEN

_ —

--POINT A

POINT D PROFILEp01NT B POINT C

r ~ CURB OPENING

CASE B i W~~ CATCH BASIN PLAN

~ ~ ~

POINT A G~P~F, POINT B POINT C ST,Qq

POINT D

_ POINT E ~~ y ~ Gyp, _ _~~P~~P~~~c, q~~~~ ~~O ~

F

POINT F ~ POINT G

N L L N

F~ I I F~ — —

POINT A OPEN

POINT DPOINT B

POINT C PROFILE

SECTION A—A

w

J ~I J> ~ >

.' .. •~ ~.6• • ~ .. .. d .. Q

'4 .i .

SECTION B—B SECTION C—C


PROMULGATED BY 7HE STANDARD PLANPUBIJC WORKS STANDARDS LNG

GREENBOOK COMMITTEE1D84

LOCAL DEPRESSIONS AT CATCH BASINS 313- 3REV. 7996, 2005, 2009


C W DCASE C

CURB—SIDE ~ ~ CURB—OPENING PLAN.GRATING CATCH BASIN w/CATCH BASIN GRATING

— —~ --

POINT A POINT B POINT D

POINT E I POINT C

— ~ --

STRq~~HTSTRA~~vA`LEY

DE

VALLEY ~RA~E

POINT F LAC POINT G

N L ~ L N

D

GRATE OPENPOINT D PROFILEPOINT A p01NT B

POINT C

D r~

CASED ~----------~ CURB OPENING PLAN~ yelp ~ CATCH BASIN

POINT A POINT B POINT C ST POINT D

POINT E GRATING MANHOLE R~~c& DEBRIS J IN STREET `~~~~ry~)pg0 ~SKIMMER F`

POINT F STRAIGHT GRADE POINT G

N K ' v~`LLEY L N

LSDGRATE OR MANHOLE

OPEN— POINT D

PROFILEPOINT APOINT B

POINT CwUQ~ _ ~-.

+ GRATING iv E ~

~ MANHOLE ~ ° wv ~ J

Q

~ ~ •~

d ..

A • '• ~ ~

a

SECTION D-D SECTION E-E


313-3LOCAL DEPRESSIONS AT CATCH BASINSSHEET 2 OF 4

r I ~ CURB OPENING

C A S E E I WD I CATCH BASIN

cr-~ j ~ j P LA N

POINT BPOINT C

POINT E LAC STRAIGHT GRADEVALLEY

K K

CASE F

STRAIGHT GRADEVALLEY

_____~

WDCURB-SIDE ~.--yGRATINGCATCH BASIN

~~

POINT

~CPLANCURB-OPENING

CATCH BASIN w/ STRAIGHT GRADEGRATING _VALLEY

POINT C

POINT E

POINT P POINT R LAC

K K

nnc--r n

STRAIGHT GRADE— — — —

VALLE~

--------

Wp

POINT C'

POINT B MANHOLEPOINT E J IN STREET

POINT P POINT SK GRATING

& DEBRISSKIMMER

POINT B (CASE F AND G)

POINT B (CASE E)-

~CCURB OPENING PLANCATCH BASIN

STRAIGHT GRADEVALLEY — — — —

OPEN

POINT C (CASE E AND G)-

POINT C (CASE

PROFILECASES E, F, G



NOTES:

1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2" (15 mm) RADIUS.

2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURBPLUS H. (SEE APPLICABLE CATCH BASIN STANDARD PLAN.)

3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS,THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHEDSTREET SURFACE.

4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THEPLANS:

THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINEELEVATIONS AT POINTS A AND D, RESPECTIVELY.

THE ELEVAl10NS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINEELEVATIONS AT POINTS B AND C, RESPECTIVELY.

THE ELEVAl10N OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTERFLOW LINE.

WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT ESHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.

H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS.

G = 24" (600 mm)

K = 5'-0" (1500 mm)

L = 6'-0" (1800 mm)

M = 4~-0° (1200 mm)

N = 5'-0" (1500 mm)

Wp =CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME ENO WALLS FORMULTIPLE CATCH BASINS.



DETAIL "~ 5'-6" (1.65 m) MAXCB REINFORCEMENT "Y" 21" (525 mm) MINPER SPPWC 300 N E 4 ~ gyp°

~ ~#13M ~ 250 mm) EACH WAYNJOIN ~ ~ OPENING PER

- SPPWC 310

CUTS EIRT ~ - 12" (300 mm) MINt 2 - E

EXISTING - ~ No =t `' LD~Z oREINFORCEMENT - ~,

~10" (250 mm) WIDE x 12" (300 mm

N~JOIN "~'~ ~v 50 DEEP BEAM WITH 2-#13M (#4) TO

OPTIONAL

mmo AND BOTTOM AND #2 ~ 12°t 3 (#10M ~ 300 mm) ~fiIES OC

CONSTRUCTION t 3 ~4 m 10" (#13M ~ 250 mm)JOINT t b=2~-6° ~ {

750 m )MIN. ~4 ~ 10° 13M ~ 250 mm)WITH 12" 00 mm) BEND

4x4xW13 ~ CONNECTOR PIPE

~(100x100xW19) (GALV) NOTES:LENGTH = WIDTfi OFOPENING PLUS 6" (150 mm). UTILITY LOCAl10N AND TYPE3" (80 mm) BEARING EACH END SHOWN ON THE PLANS.

SECTIONEXISTING OR NEW 1/4° (10 mm) R E STEEL BEAMREINFORCEMENT ~ INSIDE FACE 3" 75 mm

~\~ OF CB ~ 4.

~ ~13M ~ 100 OCo~1/2" (15 mm) 0 x 6° (150 mm) ~~

mm)~~4p TYP co~ 2" (50 mm) RANCHOR AT MIDSPAN AND

~ 24" (600 mm) CENTERS (0 mm) o

EACH SIDE ANCHORS MAY4~ ~ 1z~

~ CONCRETE PIERBE SHORTER ON BACKSIDEOF REAR BEAM. SEE NOTE 7

9° 4°) SUPPORTS, SPACE(10 mm (100 mm O 300 mm) AS NECESSARY;

25 mm 100 mm MAX 2.1 m (7'-0")3/8" (10 mm) PLATE

DETAIL "A" SECTION X—X

CASE 1CATCH BASIN MODIFICATION

WITH REAR CULVERT ENTRANCEANDfOR ENTRANCE PROJECTION

STREET OR LD SURFACEINSIDE WALL WALL

E = STEPS 3/4" (20 mm)0+ GALVANIZED

a _ - v r-- ---- --~ SAFETY BAR*E

~ t =2'-6° 750 mm t ~ i ~ ~ E FLOOR4~

m ,~,

~PETT~FROM ALLDIRECTION

0 m ~ SLAB

W 4° I ,,a~~~ EDGE OF ~a 100 OUTLETC m `" I ~

3• ~ ~I ~UTILITY ~ ~ _ '~~' ~

(75 R~

mm) ~ ~ ~ OUTLET

~ ~POUR L~J

L____ __^ J SECTION I-I

AGAINST

E

UNDISTURBED Ò io 0 3/4" (20 mm) DIA E *NOTE:EARTH GALVANIZED ~ SAFETY BAR SHALL BE

18°~

2° 50 mm) SAFETY BAR* ~o0 3/4" (20 mm) DIA GALV,

OPTIONAL SUBGRADE 4 0 mm) :. HOT-ROLLED STEELMIN PLAN CONFORMING TO ASTM A36M

SECTION

CASE 2CATCH BASIN MODIFICATIONTO AVOID EXISTING UTILITY

(A36)

CASE 3SAFETY BAR FOR DROPOUTLET CATCH BASIN


PROAAULGATED BY 7HEPUBLIC WORKS STANDARDS INC. MODIFICATIONS FOR SIDE STANDARD PLAN

GREENBOOK COMMITTEE1892 OPENING CATCH-BASIN 314-3

REV. 1993, 1996, 2009SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

NOTES

1. MODIFICATIONS ARE TO BE USED AS .REQUIRED BY THEPLANS. ANY ADDITIONAL CHANGES ARE SUBJECT TO THEAPPROVAL OF THE ENGINEER.

2: DETAILS NOT SHOWN SHALL BE PER THE APPLICABLE CATCH. BASINSTANDARD PLANS.

3. REFER TO THE PLAMS .FOR DETAILS OF THE UTILITYANQ CULVERT.

4. INTERFERING PORTIt~NS OF EXISTING CULVERTS SHALL BE REMOVEDON ALINE NORMAL TO THE CULVERT CENTER .LINE AND A PORTIONOF THE CULVERT RECONSTRUCTED IF REQUIRED. SAWCUTTINGSHALL BE USED TO PROVIDE A NEAT JOINT ON THE EXPOSEDSURFACE ANa TRANSVERSE STEEL SHALL BE RETAINED..

5. PLACE STEPS 1N END WALL OF CATCH BASIN UNLESS OTHERWISESHOWN.

6. WHEN REINFORCEMENT JS REQUIRED BY SPPWC 309, ITSHALL BE PLACED TO THE CONFIGURATICEN QF THE MODIFIED BASIN.IF ANGLE. A EXCEEDS 45'' THE SLOPING PORTION OF THE INVERTSHALL B~ REINFORCEQ AS THE REAR WALL. LENGTH OF BARS SHALLBE INCREASED AS NECESSARY.

7. ELECTRICALLY WELDED STUDS 1 /2" x 8° (15 mm x 200 mm), NEL50N H4FOR EQUAL MAY" 'BE USED 1N LIEU dF THE DEFC?RMED BAR ~4NCHORS.fF THE TAP SLABS OF THE CATCH BASIN AND THE CULVERT ARE:NOT W THE .SAME PLANE THE ANCHORS ON THE CULVERT SIDESHALL BE OMITTED..

8. THE FOLLOWING SPPWG ARE WCORPORATED HEREIN:

300 CUR$ OPENING CATCH BASIN308 MONOLITHIC CATCH BASW CONNECTION309 CATCH BASIN REINFORCEMENT'310 CATCH BASfN FACE PLATE ASSEMBLY

AND PROTECTION BAR312 CATCH BASIN MANHOLE FRAME AND COVER635 STEEL STEP636 PQLYPROPYLENE PLASTIC STEP


314-3SHEET 2 OF 2

MODIFICATIONS FOR .SIDEOPENING CATCH-B AS1N

F 0~ F OPTIONAL OUTSIDE

EQGES TO BE EDGE OF CONCRETE

ROUNDED TO

D BARS I B 3" (75 mm) R

3" (75 mm) OC

- ---

r

P#3(#10M) 11E BA ~ ~ R=ID OF 'SPUR ~ ~C4-~S(#19M), E BARS/

+~

3~-3° (975 mm) LANG,~

L JSEE NOTE 2 4- #4 13M~ H~

D BARS _ —#3(#10M) TIE BAR4'-0

BARS -0(900 mm) LONG

3° (75 mm) OC,SEE NOTE 9 ~ ~ 3-#4 ~13M) J BARS 4'-8° (1.2 m)

(1.4 m~ LONG 3° (75 mm) OCCONTINUOUS. ADDI110NAL DETAIL "N~~

F ~2 F BARS 6" {150 mm) OCTO INSIDE EDGE ~ RINGS AND COVER NOT SHOWN)

PLAN OF MANHOLE, SEE NOTE 2 (SEE NOTE 1)

(SHAFT NQT SHOWN)

MANHOLE FRAMESTREET AND COVER PERGRADE SPPWC 630

24" (61D mm)

MANHOLE SHAFT

W EZ

(125* mm x 50 m J E ~ PIPE SEAT LEVEL,

SEE NOTE B~PER SPPWG 324 PIPE SEAT ~ ~ ~I

3'-0" (900 mm E BARS W tL N ~~ E BARS

TIE BARSN v

STEPS I~ 75 mmf11E BAR —i

5" 125 mm~

~ ~o I D BARS ~S 7-4' -4' ('P

a

F F J BARS P I 2'

ROUND EDGES ~ 0 mm 700 mTO 3~ (75 mm) R SPRING UNE

4(13M) 'O 18"50 mm~ OC BO

~~ .ELEVATION ~'- GRADE POINTS, ~

WRYS TO BE USED ~ APPLIES AT SEE NOTE 4WHEN Dz IS 60" THIS PANT(1500 mm~ OF~-6VER~ SECTION B—B

SECTION A-A

CONCRETE RINGS STREET GRApE

PER SPPWC 324 E 5"x1" (i25 mm x 25 mm)RING SEAT

OMIT THIS ~'y, H BARSSTEP INPAVED o ~ SEE TABLESTREETS m`'' VARIABLE

H ~' S s•BARS '^ 50 mm

6" (150 mm ~ ~- `~ ` E BARS

16" (400 mm) FOR _ 6 #3 or #4 (10M)~ {~ m ~FPAVED STREETS, F TIE BARS

2'-2" (650 mm) FORUNPAVEQ STREETS J BARS

ROUNDEDGESTO 3°(75 mm) R

SECTION G-C


PROMULGATED BY 1HE MANHOLE P I P E~ TO—PIPE STANDARD PLANPUBIJC MbRKS STANDARDS INC.

~~"~°" ~'~"~,~z MAIN UNE ID=36" (9C1a mm) ~R LARGER 320-2~. ,~. z~ _SHEET 1 OF 4USE WITH STANDARD SPECIFICAl10NS FOR PUBLIC WORKS CONSTRUCTION

TABLE. OF VALUES FOR FD2 F

36" 900 mm 6 1 2" 165 mm39" 975 mm 7" 180 mm42" 1050 mm 7 1 2" 190 mm45" 1 i 25 mm 7 3 4" 195 mm48" 12Q0 mm 8° 205 mm51" 1275 mm 8 1 2" 215 mm54'° 1350 mm 9" 23Q mm57" 1425 mm 9 1 4" 235 mm60 1X00 mm 9 1 2°' 240 mri-~63" 1575 mm 10" 255 mm66" 1650 mm 10 1 4" 260 mm69" 1725 mm 10 3 4" 275 mm72" 1800 mm 11" 280 mm78° 1950 mm 11 3 4" 300 mm84~' 2100 mm 12 1 2" 32'0 mm90" 2250 mm 13 1 4" 335 mm96" 2400 mm 14" 35~ mm1D2" 2550 mm 15 1 2" 395 mmi OS" 2700 mm 16" 405 mm114"120"

(2850 mm)3000 m m

1617°

1 /2"430

(420m m

mm)

126" 3150 m m 17" 430 m m132" 3300 mm 17 1 2" 445 mm138" 3450 mm 17 1 2" 445 mm144" 3600 mm 18" 455 mm

TABLE OF 'VALUES FOR M SEE NOTE 1PAVED STREET UNPAVED STREET

SECTION MAX MIN MAX MINA-A 2'-1~ 1 2" 867 mm 3'-~" 160 mmC-C 11" (282. mm 8 1 2" 217 mm 16'~ 410 mm 15" 380 mm


320-2MANHOLE PI E-TQ-PIPE.MAIN LINE ID = 36" 900 mm) OR LARGER SHEET 2 OF 4

NOTES

1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESSTHAN 2'-10 1/2" (867 mm) .FOR PAVED STREETS OR 3'-6" (1060 mm) FORUNPAVED STREETS, CONSTRUCT MaNOLITHIC SHAFT PER SECT]ON C-C AND.DETAIL "N". SHAFT FOR ANY DEPTH OF :MANHOLE MAY BE CONSTRUCTEDPER SECTION C-C. WHEN DIAMETER D~ IS 48" (1200 mm) OR LESS, CENTEROF SHAFT MAY BE LOCATED PER NOTE 2.

2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER. CENTER LINE OFSTORM. DRAIN WHEN DIAMETER C3~ IS 48" (1200 mm) OR LESS, 1N WHICH CASEPLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTERLINE.AND OMJT J BARS.

3. LAND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN.ON THE PROJECT DRAWINGS:A. D2=96" (2400 mm) OR LESS, L=5'-6" {1.7 m), P=5" (130 mm)B. Dz OVER 96" (240 mm), L=8'-0" (1.8 m), P=8" (210 mm)L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE.ENDS. WHEN L GREATER THAN THAT SHOWN A80VE 1S SPECIFIED, D BARSSHALL BE CONTINUED 6° (150 mm) OC.

4. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OFSHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT ANQREFER TO THE PROLONGED INVERT GRADE LINES.

5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615,GRADE 40), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF CONCRETESURFACES UNLESS OTHERWISE SHOWN.

6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRfNG LINE.

7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATIONEXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAYBE PLACED AT SPRING LINE.

8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE ALEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR FSHOWN ON SHEET 2.

9. D BARS SHALL. BE #4 (#13M) FOR D X39" (975 mm) OR LESS, ~S (#16M) FORD2= 42„ (1050 mm) TO 84" (2100 mm) INCLUSIVE AND #6 (#19M) FORD2= 90 (2250 mm) OR OVER.

10. CENTERLINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE ATSPRING LINE UNLESS OTHERWISE SHOWN.

11. STEPS SHALL CONFORM TD SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN,STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15° (375 mm) OC.THE LOWEST STEP SHALL NOT 8E MORE THAN 24" (600 mm) ABOVE THE INVERT.

12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:A. MAIN LINE. = 36" (900 mm) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN

LINE RCP DOWNSTREAM OF MANHOLE IS 36" (900 mm) TO 42" (1050 mm)INSIDE DIAMETER AND THE MAlhl LINE RCP UPSTREAM IS 33" (825 mm) ORLESS SP'PWG 321 SHALL BE USED.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARD Pv~N

320-2MANHOLE PI E-TQ-PIPE '/~

MAIN LINE ID = 36" 900 mm OR L/1RGER SHEET 3 OF 4

8. THE DUTSfDE DIAMETER OF THE LATERAL. MUST BE LESS THAN OREQUAL TO 1 J2 THE fNSIDE DIAMETER OF THE MAIN LINE. IF THEUPSTREAM AN'D QOWNSTREAM DIAMETERS OF THE MANHOLE ARE NQTTHE SAME, THE GOVERNING IN51DE DIAMETER OF THE MAIN LINESHALL BE CONSIDERED Ta BE THAT WHERE THE EXTENDEDCENTERLINE OF THE LA-fERAL ENTERS THE MANHOLE.

C, IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TOTHE MANHOLE BE GREATER THAN 30" .(750 mm).

13. MANHOLE FRAME AND COVER. SHALL CONFORM TO SPPWC 630UNLESS OTHERWISE SHOWN;

14. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESSOTHERWISE SHOWN.

15. WHERE A MANHOLE SHAFT — 36i' (900 mm} WITHOUT REDUCER IS SPECIFIEDREFER TO SPPWC 326;

16. WHERE A PRESSURE MANHOLE SHAFT — WITH ECCENTRIC REDUCER ISSPECIFIED REFER TO SPPWC 328.

f7. WHERE A PRESSURE MANHOLE SHAFT — 914 mm (36") WITHOUT REDUCER ISSPECIFIED REFER TO SPPWC 329.

18. THE FOLLOWING SPPWC .ARE INCORPORATED HEREIN:324 MANHOLE SHAFT — WITH ECCENTRIC REDUCER326 MANHOLE SHAFT — 36" {'900 mmj WfTHOUT REDUCER328 PRESSURE MANHOLE SHAFT —WITH E~GENTRIC329 PRESSURE .MANHOLE SHAFT 36" (914 mm) WITHOUT REDUCER630 24" (61 d mm) MANHOLE FRAME AND CQVER633 36" (914 mm) MANHQLE FRAME AND COVER.63S STEEL STEP63fi POLYPROPYLENE PLASTIC STEP

STANDARD PLANS FOR PUBLIC WQRKS CONSTRUCTION STANDARD PLAN

320-2MANHOLE PI E-TO-PIPEMAIN LINE ID = 36~ 9Q0 mm OR LARGER .SHEET 4 ~F 4

..

~ Bo ~~ EDGES TO BE ROUND

~ ~ TO 3° (75 mm) RF-

E

m E^~ % ~AAJ

R = I DOF SPUR t

6" (150 mm)_ MIN

~ ~ _ _ ~ ALL STEEL REINF ~40 4' (~13N 0 100 mm)E ~

~g ~

~ ~~■

1/ ~.

~~~~~

!~

DETAIL "N" PLANB (RINGS AND COVER NOT SHOWN)

PLAN(SHAFT NOT SHOWN)

STREET GRADE MANHOLE FRAME CONCRETE RINGSAND COVER PER PER SPPWC 324

24,SPPWC 630

OMIT THIS STEP~ 610 mm IN PAVED STREETS ~

.. MANHOLEE ~ SHAFT PER 9" (225 mrrt~—~

SPPWC 324 16" (400 mm) FOR$ W E PAVED STREETS,

~ E 3'-0" (900 mm) 2~-2~ X650 mm)~ STREETS FOR UN- ~^

PAVED STREETS— 5'

__ (125 mm)5"x2" (125 mm x 50 mm) PIPE SEAT

T~ o T -6 1050 m ROUND EDGESOF INLETS

.~~_ ~

125 mm_

ROUND EDGES~

1 2~15 INLET ELEVATION

APPLIES AT THISPOINT

SECTION A-A

STATION LINE 3'-0° (900 mm)

8° (200 mm)

STEPST 18° (450 mm)

~ 3' (75 mm)

~ = N.n

4' (100 mm) ~ I L+2T-8" L2 0 mm ~ 4" (100 mm)

~ 8° (200 mm)8° (200 mm

OPTIONAL BOTTOM GRADE POINTS,SEE NOTE 5

SECTION B-B

STREET GRADE'x1'

(125 x 25 mm)RING SEAT

ww~ ~m

Q

N

w W

E m p°o = ~ Z

v Qw

~n v ~5

SECTION C-C

TABLE OF VALUES FORM SEE NOTE 1

PAVED STREET UNPAVED STREETSECTION MAX MIN MAX MIN

A-A 2'-10 1 2' 867 mm 3'-6° 1060 mmC-C 11' 282 mm S 1/2' (217 mm i6~ 410 mm 15~ (380 mm)


PROMULGATED BY THE MANHOLE PIPE-TO-PIPE (ONE OR BO'Tl-ISTANDARD PLAN

PUBLIC WORKS STANDARDS INGGREENBOOK COMMITTEE,~z MAIN LINE IDS 33" (825 mm) OR SMALLER) 321-2

REV. 7998, 2009


NOTES

1. WHEN DEPTH M FROM STREET GRADE TO THE. TOP OF THE BOX. IS LESSTHAN 2'-10 1 J2" (867 mm) FOR PAVED STREETS DR 3'—fi" (1060 mrn) FORUNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C—C AND DETAIL "N".DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIM'fT OF 6" (150 mm) WHENLARGER VALUES OF M WOULQ REDUCE H IN SECTION C—C TO 3'-6" (1060 mm)OR LESS'.

2. H (IN SECTION A—A AND B—B) SMALL NOT BE LESS THAN 4'-0" (1.2 m),BUT 'MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOTBE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER 6HALLBE USED. FOR H {IN SECTION C—G) SEE NOTE 1.

3. L SHALL. BE 4'—D" (1.2 m) UNLESS OTHERWISE SHOWN. L MAY BE INCREASEDOR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANYCHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGWEER.

4. T SHALL BE 8" (200 mm) FOR VALUES OF H UP TO AND INCLUDING 8'-0"(2.4 m) AND 10" (250 mmj FOR VALUES OF H AVER 8'-0" (2.4 m).

5. STATIONS OF MANHQLES SHOWN ON PLANS APPLY AT CENTERLINEOF SHAFT. ELEVATIONS .ARE SHOWN AT CENTERLINE OF SHAFT ..ANDREFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.

6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 4Q (ASTM A 615M,GRADE 300j, AND SHALL TERMINATE 1 1/2" (4q mm) CLEAR OF CONCRETESURFACES UNLESS OTHERWISE SHOWN.

7. FLOOR OF MANHQLE SHALL B'E STEEL TROWELED TO SPRING L(NE.

8. BODY OF MANHOLE SHALL BE PQURED IN ONE CONTINUOUS OPERATIONEXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAYMAY BE PLACED AT SPRING LINE.

9 THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDEA LEVEL SEAT BUT SHALL NOT BE LESS THA~J 8" (200 mm).

10. STEPS SHALL CONFORM' TO SPPWG 635 flR 636. UNLESS OTHERWISESHOWN, STEPS .SHALL BE UNIFORMLY SPACED 14" (350. mm) TO 15" (375 mm) OC.THE L04VEST STEP .SHALL NOT BE .MORE TNAN 24" (fi00 mm) ABOVE THE LEQGEAT THE SIDE OF THE MANHOLE.


321-2MANHOLE PIPE-TO-PIPE ONE 0R .BOTHMAIN 11NE iDS = 33" (825 mm~ OR SMALLER) SHEET 2 OF 3

11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:

A. MAIN LINE = 33" (825 mm) INSIDE DIAMETER OR LESS. (EXCEPTION -1F THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36" (900 mm)TO 42~~ (1050 mm) INSIDE DIAMETER AND THE MAIN LINE R'CP UPSTREAM IS33" (825 mm) OR LESS.) SPPWG 320 OR 322 IS NOT APPLICABLE WHERETHE MAIN LINE CONDUIT IS LESS THAN 36" (900 mm) IN DIAMETER.

B. SEE SECTION A - A. THE MAXIMUM SIZE. LATERAL THAT MAY BECONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THEOUTSIDE (TOP) OF THE LATERAL TO THE 80TTOM OF THE 8" (200 mm)THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROMTHE END OF THE RCP, SHALL BE A MINIMUM QF 6" (150 mm).

C. 1F THE SIZE OF THE LATERAL. IS SUCH. THAT THE ABOVE-SPECIFIED.MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THEFOLLOWWG ALTERNATE SOLUTIONS MUST BE USED.

1. PROVIDE A SPECIAL STRUCTURE.

2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THISMANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLEJUNCTION STRUCTURE OR TRANSITION STRUCTURE.

12. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630UNLESS OTHERWISE SHOWN.

13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESSOTHERWISE SHOWN.

14. WHERE A MANHOLE SHAFT - 36" (9OD mm) WITHOUT REQUCER ISSPECIFIED REFER TO SPPWC 336..

15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER ISSPECIFIED REFER TO SPPWC 328.

16. WHERE A PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCERIS SPECIFIED REFER TO SPPWC 329.

17. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER326 MANHOLE SHAFT - 36° (900 mm) WITHOUT REDUCER328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC329 PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER.630 24" .610 mm) MANHdLE FRAME AND COVER633 36" 900 mm) MANHOLE FRAME. AND COVER635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP


321-2MANHOLE PIPE-TO-PIPE (ENE QR BOTHMAIN UNE IDS = 33 825 mm OR SMALLER SHEET 3 OF 3

3 -~4 (~13M J BARS,4~-B° (1.4 m LONG,3` (75 mm) OC CONTINUEADDITIONAL BARS y F D~ F

6' (150 mm) OC TO INSIDE ~,EDGE OF MANHOLE =' i

STATION5"x 2° PIPE SEAT(125 mm x 50 I I3-D BARS, 3° '(75 mm) OC CONTI6" (150 mm) OC

4-#6(#19M) E BARSEE NOTE 3

~3 OR #4 ~ 18"10M ~ 450 mm) 0 ~TIE BARS

A & B BAR

cTeTinni onir.iTN~

F

PLAN(SHAFT NOT SHOWN)

SECTION G—G

OMIT THIS STEP INPAVED STREETS

H BAR

6' (150 mm~

16" (400 mm) FOR PAVEDSTREETS, 2'-2" (650 mmFOR UNPAVED STREET3~

6° (150 mm

T1E BARS

— ROUND TO 3' (75 mm) R 4~-~~ OPTIONAL

OPTIONAL FILLET (1.2 m~ OUTSIDEEDGE OF

T CONCRETE~i ~

O e C C~.~ SPUR

~

6° (150 mm) L ~ 4-~4 ~13M~ HBAK$ -O

~~ ~ ANY STANDARD(900 mm) LONG

PIPE JOINTDETAIL "N"

~. ,~~ (RINGS AND COVER NOT SHOWN)~o SEE NOTE 2

~►~' o ~~ ~~i

~~ ~P ~v,~`4' %

STREETR I D GRADEOF SPUR fWI1N A MAX. MANHOLE FRAME3'-6' AND COVER PER(1050 mm) - SPPWC 630W

JMANHOLE mSHAFT PER ~I 9 \ ~ ~ D BARSSPPWC 32 _ _ _ w TIE BARS

STEPS ~ ~T F BARSN ~ ~

~~ 1 I

/ \TIE BARS-/

5"x2° ~ ,~(125 mmx50mPIPE SEAT i A BARS ~ 5~

EL S t?5 mm EL R (125 )

B BARS

#4 m 18° (~/13M ~ 450 mm)~ OC BOTH WAYS, TO BE

#4 ~ 18" (#13M ~ 450 mm) OC USED WHEN B IS 60"BOTH WAYS, TO BE USED (1500 mm) OR MOREWHEN Dy IS 60' (1500 mm)OR MORE

SECTION N—M—P—O

CONCRETE RINGS PERSPPWC 324

6^ 150 mm)STREET GRADE

5°x1"(125mmx25 mm)~ NQ RING SEAT~~

~ 6° (150 mm)

E H BAR

2 °8610 ~ ~ VARIABLE

E BARSTIE BARS

F F J BARS

ROUND EDGES TO~`j 3" (75 mm) R

SECTION C—C


PRWAULGAIED BY 7HEPUBLIC WORKS STANDARDS ING MANHOLE PIPE- TO-PIPE STANDARD PLAN

GREENBOOK COMMITTEE1892 LARGE SIDE INLET 322-2

REV. 7996, 2009


E ~ SHAFT

E 5` x2° (125 mm x 50 mm)~ P(PE SEAT

~ ~ D BAR:

D.BARS

ROUND EDGES ~ SIPTO3"(75mm)R ~

~ P 2'-4" STA?lON I ~

00 mm) ELEVATION I ~I~

STATION ~_~~-.~,_ I ~E~EVATI Ohl

LONGITUDINAL SECTIQN

TABLE OF BARS SIZESORB A &B DORF

12° 300 mm —39" 975 mm 5 ~ 3" 16M ~ 75 mm 4 ~ 6 13M ~ 150 mm42" 1050 mm —84" 2100 mm 6 ~ 3° 19M ~ 75 mm 5 CAD 6" 16M ~ 15Q mm90" 2:250 mm —144" 3600 mm 7 ~ 3° 22M t~ 75 mm ~ 6" 19M ~ 150 mm

TABLE OF VALUES FORM SEE NOTE 2

SECTIONPAVED STREET UNPAVED STREET

MAX M1N MAX MINN—M—P—O 2 -10 1 2 :867 mm 3'-6° 1060 mmC—C 1l° 282 mm 8 1 2" 217 mm 16" 410 mm 15° 380 mm

TABLE OF VALUES FOR FD2 F

36 900 mm 6 1 2 165 mm39 975 mm 7" 180 mm42' 1050 mm 7 1 2 190 mm45 1125 mm 7 3 4 195 mm48 1200 mm 8 205 mm51" 1.275 mm 8 1 2 215 mm5~} 1350 mm 9 230 mm57 ' 1425 mm 9 1 4° 235 mm60 1500 mm 9 1 2p 240 mm63 1575 mm 10 255 mm66 1fi50 mm 10 1 4 260 mm69 1725 mm ' 10 3 4 275 mm7~ 1800 mm 11" 280 mm78° 1950 mm 11 3 4° 300 mm84° '21 Q0 mm 12 1 2 320 mm90" 22.50 mm 13 1 4° 335 mm96 2400 mm 14 355 mm102" 2550 mm 15 1 2" 395 mm108" 2700 mm 16 405 mm114'' 2850 mm 16 1 2" 420 mm12Q 3000 mm 17' 430 mm126 3154 mm 17 430 mm132 3300 mm 17 1 2" 445 mm138 3450 mm 17 1 2 445 mm144" X600 mm 18° 455 mm

TABLE OF VALUES FOR TB T

12" 30~ mm 4" 100 mm15" 375 mm 4 1 4 11a rnm18" 450. mm 4 1 2 115 mm21 525 mm 5 125 mm24" 600 mm 5 1 4 135 mm27' 675 mm 5 1 2 140 mm30 75Q mm 6 150 mm33" 825 mm 6 1 4" 160 mm36" 900 mm 6 1 2 1fi5 mm39" 975 mm 7" 180 mm4 7 1 2° 190 mm4 j' 734 195 mm48" 1200 mm 8 205 mm

8 1 2" 215 mm54" 1350 mm 9" 230 mrn57" 1425 mm ' 9 1 4 235 mm

d mm 9 1 2' 240 mm1 75 m 10 255 m m16 10 1 4° 260 mm1 10 3 4" 275 mm

7 ~ 11 X80 mm11 3 4" 300 mm12 1 2'~ 32Q mm

90" 2250 mm 13 1 4 335 mm96" 2400 mm 14 355 mm102" 2550 mm 15 1 2" 395. mm108" 2700 mm 16 405 mm114" 2850 mm 16 1 2 420 mm120" 3000 mm 17° 43Q mm126" 3150 mm 17 430 mm132' 3300 mm 17 1 2 445 mm138" 3450 mm 17 1 2 445 mm144° 3600 mm 18" 455 mm

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION srAN~nR~ P~a,N

3►22-2MANHOLE PIPE—TO—PIPELARGE SIDE INLE SHEET 2 of 4

NQTES

1. VALUES FOR A, 8, C, Di , D2, ELEVATION R AND ELEVATION S ARESHOWN ON THE PLANS. ELEVATION S APPLIES AT INSIpEWALL OF STRUCTURE.

2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESSTHAN 2'-10 1/2~~ (867 mm) FOR PAVED STREETS OR 3'-6" (1060 mm) FORUNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C-C ANDQETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTEDPER SECTION C-C. WHEN DIAMETER D~ IS 48" (1200 mm) OR LESS, CENTEROF SHAFT MAY BE LOCATED PER NOTE 3.

3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OFSTORM DRAIN WHEN DIAMETER D~ IS 48'~ (1200 mm) OR LESS, IN WHICHCASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WfTHCENTERLINE.

4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION T~ MEET PIPE ENDS,BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THEENGINEER.

5. P SHALL BE 5" (125 mm) FOR D2 =96" (2400 mm) OR LESS AND 8" (200 mm)FOR D2 OVER 96" (2400. mm).

6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A fi15M,GRACE 300), AND SHALL TERMINATE 1 1 /2" (40 mm) CLEAR OF CONCRETESURFACES UNLESS OTHERWISE SHOWN.

7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.

8_ BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATIONEXCEPT THAT A CONSTRUCTION JOINT WITH A LONGfTllDINAL KEYWAYMAY BE PLACED AT SPRING LINE.

9. THICKNESS OF THE DECK SHALL VARY WHEN. NECESSARY TO PROVIDE ALEVEL SEAT BUT SHALL NOT BE HESS THAN THE TABULAR VALUES OFF SHOWN ON TABLE, SHEET 1.

10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BELOCATED ON SIDE RECEIVING THE SMALLER LATERAL.

11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISESHOWN, STEPS SHALL BE UNIFORMLY SPACED 14'~ (350 mm) TO 15" (375 mm) OC.THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE INVERT.

12. THE FOLLOWING CRITERIA. SHALL BE USED FOR. THIS MANHOLE:.

A. THIS STANDARD .PLAN IS USED WHEN SPPWC 320 IS fNADEQUATE.MAIN LINE = 36'~ (900 mm) INSIDE DIAMETER OR LARGER.,

B. LATERAL = 12" (300 mm) TO 144" (3600 mm) INSIDE DIAMETER; HOWEVER,THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OFTHE MAIN LINE.

STANDARD PLANS FOR PUBLIC Wt~RKS CONSTRUCTION STANDARD PLAN

322-2MANHOLE PIPE-TO-PIPE(LARGE SIDE INLET SHEET 3 OF 4

13. MANHOLE FRAME AND: COVER SHALL CONFORM TO SPPWC 63QUNLESS OTHERWISE SHOWN..

14. MANHOLE SHAFT SHALL CQNFQRM TQ SPPWC 324 UNLESSOTHERWISE SHOWN.

15. WHERE A MANHOLE SHAFT — 36" (900 mm) WITHOUT REDUCER. ISSPECIFIED REFER TO SPPWC 326.

16. WHERE A PRESSURE MANHOLE SHAFT — WITH ECCENTRIC' REDUCER ISSPECIFIED REFER TO SPPWC 328.

17. WF-1ERE A PRESSURE MANHOLE SHAFT — 36" (914 mm) WITHOUTREDUCER IS SPECIFIED REFER TO SPPWC 329.

18. THE FOLLOWING SPPWC ARE' INCORPORATED HEREIN:

324 MANHOLE .SHAFT — WI7H ECCENTRIC REDUCER326 MANHOLE SHAFT — 36" (900 mm} WITHOUT REDUCER328 PRESSURE MANHOLE SHAFT — WITH ECCENTRfG329 PRESSURE MANHOLE SNAFT — 36" (914 mm) WITHOUT

REDUCER630 24" (61 d mm) MANHOLE FRAME AND COVER633 36" (914 mm) MANHOLE FRAME AND. COVER:635 STEEL STEP636 POLYPROPYLENE PLASTID STEP

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION' s~~N~'°~~ p~AN

322-2MANHOLE PIPE-TO-PIPE(LARGE SIDE INLET .SHEET 4 ~F 4

B OR C~

SIZE AND SPACING OF STEEL AS SHOWN ON PROJECTDRAWINGS, EXCEPT THAT 5 BARS ON EACH SIDE OFSHAFT SHALL BE NOT SMALLER THAN #5 ~ 4"(#16M ~ 100 mm) OC OR EQUIVALENT

vA~i n r.i

(SHAFT NOT SHOWN)

SECTION A — A

MANHOLE FRAME ANDCOVER PER SPPWC 630

MANHOLE SHAFT PERSPPWC 324

5° x 2" (125 mm x 50 mm)PIPE SEAT ~

900 mi

OMIT FILLETUNDER SHAFT-

7~ 175

STEPS

• 5 O 4' (#16M ~ 100 mm) OC x 5'-0°~1.5 m) LONG

OR C

OF SIZE~SHOWN2 ~F01~ RANSVEhSE STEELOC,

BUT NOT SMALLER THAN #5 (#16M) BARS.WARP THESE BARS UNDEF7 BARS THATHAVE BEEN CUT FOR SHAFT OPENING

STREET GRADE

5"x 1" 125 mm x 25 mm)RING S AT

24•610 m

-~— ~~

OMIT FILLETUNDER SHAFT G

7' 175 mm

s~PS--f

-STREET GRADE

wJm

~ a

wwN

5"125m

_I

SECTION B - B

SECTION C - CSEE NOTE 1

CONCRETE RINGSPER SPPWC 324

(125 m ~~ ~

ww

TABLE OF VALUES FOR M (SEE NOTE 1)

SECTIONPAVED STREET UNPAVED STREET

MAX MIN MAX MIN

B - B - 2'-10 1/2' (867 mm) - 3'-fi' (1060 mm

C - C 11' (282 mm) 8 1/2' (217 mm) 16'(410 mm) 15" (380 mm)


PROMULGATED BY THE MANHOLE -CON CRETE STANDARD PLANPUBLIC WORKS STANDARDS INC.

GREENBOOK COMNIT7FE1882 BOX STORM DRAIN 323-2

REV. 1996, 2009


NOTES

1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESSTHAN 2'-10 1 f2" (867' mm} FaR PAVED STREETS OR 3'-6" (1060 mm) FORUNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C-~.

2. STATIONS OF MANHOLE`S SHOWN ON PLANS. APPLY AT CENTERLINE'LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT.

3. REINFORCEMENT SHALL CONFORM TO ASTM A 615,. GRADE 40 (ASTM A615M, GRADE 3Q0), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETESURFACES UNLESS OTHERWISE SHOWN..

4. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISESHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TQ 15'" (375 mm) OG.THE LOWEST STEP SHALL NaT BE MORE THAN 24" (600 mm) ABQVE THE INVERT.

5. MANHaLE FRAME AND GOVER SHALL CONFORM TO SPPWC 630UNLESS OTHERWISE SHOWN.

6, MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESSOTHERWISE SHOWN.

7. WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIEDREFER TO SPPWC 326.

8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER ISSPECIFIED REFER TO SPPWC 328,

9. WHERE A PRESSURE MANHOLE SHAFT - 36° (900 mmj WITHOUT REDUCERIS SPECfFIEd REFER TO SPPWC 329.

10. THE FALLOWING SPPWC ARE INCORPORATED HEREIN:

324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER326 MANHQLE SHAFT - 36" (900 mm) WITHOUT REDUCER328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC329 PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REQUCER630 24° (600 mm) MANHOLE FRAME AND COVERB33 36"' (900 mm) MANHOLE FRAME AND COVER635 STEEL STEP636. POLYPROPYLENE PLASTIC STEP

STANDARD PLANS F4R PUBLIC WORKS CONSTRUCTION STANDARD PLAN

323-2MANHOLE - CONCRETEBOX STRORM DRAIN SHEET 2 OF 2

MANHOLE FRAMEAND COVER PERSPPWC 6~0 —

R=2"(50 t

~~~

°o ~~ ~~z

N

~ FINISHED GRADE OR MANHOLE FRAME~ SPECIFIED ELEVATION AND COVER PERo SPPVjf~ 630

COLLAR, CLASS C MORTAR ~

E c~ i o~ i o ~c~r rrn

E M

~~

1 /S" (80 mm~ 36° (900 mmNIMUM DIA

EE

STD. CONCRETE RINGS, 3° (75 mm N6" 150 mm) OR 16° (400 mm)

~

IN HICKNESS, SEE NOTE 6

WHEN POSSIBLE USE 4- 4' 100 mm2 1/2° 65 mm~ RINGS OREQUIVAL NT 18(450 mm) MAXIMUM ~ 24° 6 0 mm ~ g"

SEE RING SECTION~ DIA

FOR JOINT DETAILS ~

#2 (6 mm) COILS, p~7 REQUIRED ~~~

5~ 125 mm

#2 6 mm) 11E BARS,4 R~QUIRED

Z~

~~E ~ N 5' 12 mm

~ ~ ECCENTRIC PRECASTn v CONCRETE CONE ~

VARIABLE LENGTH PRECAST CONCRETE 5" 125 mm)

SEC110NS. 6' 150 mm MIN THICK-NESS FOR PLAN CONC ETE. 4' (100 mm)MIN THICKNESS FOR REINFORCEDCONCRETE

36" (900 mm) SPECIAL MH RCPWITH A CIRCULAR CAGE AND50D (1000D) MINIMUM

36" (900 mm)ANY STANDARD

DIAPIPE END

5 x2 125 mm x50 mm)PIPE SEA4, VERTICAL SECTIOf~CLASS C MORTAR

R=2° (50 mm)~

#4R #13M)W EHOOPS

~ A ~ ~ ~r r~Hiiv ~~iv~K~ i ~~~--~ ECCENTRIC MANHOLE SHAFT

VERTICAL SECTIONOF REINFORCED CONCRETEECCENTRIC MANHOLE SHAFT

2 1/2° (65 mm) RINGS SHALL BE REIN-FORCED WITH T~~~O(1/4" (6 mm) ROUND

1 1/2° (38 mm) STEEL HOOPS; 6" 150 mm ANO a^2 ~ 8. (200 mm) RINGS SHALL E REINFORCED

~ 5 3 4" 145 mm WITH FOUR HOOPS, T1ED WITH NO.(54 mm~ ~'4 GAGE WIRE 8" (200 mm) OC

1 4" 1 5 8' 1 4~ E~o(6 mm) 41 mm 6 mm r.~

2 1 l2" (65 mm), E E6" (150 mm) OR ~ ~ ~ o8" (200 mm) ~ ~

~~ X25 ~ INSIDE DIAMETER 24" (600 mm)

~ 11 4" 11 4",~,~ E (32 mm ~• (32 mm)

°' 1/4' 5 mm 1/4'

2 1/2' (64 mm) (6 mm (6 mm) 1 3/4° (44 mm)

CROSS SECTION OFREINFORCED CONCRETE RING


PROMULGATED BY 7HE MANHOLE SHAFT WITH STANDARD PLANPUBLIC WORKS STANDMDS INC.

QiEENBOO~zOMM1T7FE ECCENTRIC REDUCER 324-2REV. 1996, 2009


NOTES

1;. UNLESS OTHERWISE WQ1CATED THIS STRUCTURE SHALL CONFORM TOASTM C 478M (ASTM C 478) AND ALL CONCRETE SHALL BE PER.SSPWC 201-L2.

2. MANHOLE FRAME AND COVER SHRLL CONFORM TO SPPWC 630.

3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACESWfTH CLASS C MORTAR. THE INSIDE OF THE. SHAFT AT EACH JO1NTSHALL BE WIPED CLEAN OF EXCESS MORTAR.

4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER-APPROVEDCOATINGS WHERE REQUIRED BY THE PLANS SHALL BE INACGORQANCE WITH SSPWC AND THE MANUFACTURER'S DfRECTIONS.

5. STEPS SHALL CONFORM TO SPPWC 6'35 OR 636. THE TOPSTEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME.UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED14" (350 mm) TQ 15" (375 mm) OC.

6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAINCONCRETE. FOR' PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESSSHALL. BE 6" (150 mm).

7_ THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED81' THE ENGINEER. WHQ WILL INDICATE ACCEPTANCE FOR SHIPMENT TOTHE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP..

8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRICREDUCER SHALL BE LOCATED ABOVE AND IN LWE WITH THE SIDE OFTHE STQRM DRAIN CONDUIT.

9. CONSTRUCT MANHQLE SAFETY LEDGE PER SPPWC 330 IF DEPTH OFMANHOLE TO INVERT IS GREATER. THAN 20' (6 m) AND MANHOLE SHAFTIS GREATER THAN 1i~' (3 m). WHEN SAFETI' LEDGE IS REQUIRED ANDMANHOLE SHAFT IS LESS THAN 12 (4 m) SPPWC 326 MUST BE USED.

1Q. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:.

630 24" (600 mm) MANHOLE FRAME AND COVER.635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLANMEIRIG

324-2SHEET ~ of 2

MANHOLE SHAFT WITHECCENTRIC REDUCER

36" (900 mm) MANHOLE FINISHED GRADE OR 36" (900 mm) MANHOLEFRAME AND COVER SPECIFIED ELEVATION FRAME AND COVERPER SPPWC 633 PER SPPWC 633

VARIABLE LENGTH PRE-COLLAR, CLASS C CAST CONCRETE SECTIONS: COLLAR, CLASS CMORTAR 6" (150 mm), 8° 200 mm), ~ MORTAR

15" 375 mm), 30 (750 mm), E45" 1125 mm), SEE NOTE 3~ o

/ N u

6~'~ (150 ~ m)N ~o

~ r

~~

L

j ~ CJ L 5•

I1 I'

TYP m ~ )

5• 5•5° 125 mm 6" F 125 mm) (125 mm) 6" 5° 125 mmSEE NOTE 3 ~ (900 m) DIA L ~ (900 m) DIA ~ SEE NOTE 3

r/ I

~1DETAIL "A" ~ 3 1 8"

(80 mm)

F 36" (900 mm)~ SPECIAL MH RCP

~ 3 ~ 8~(80 mm ANY STANDARD

CLASS CMORTAR

PIPE END2~

(50mm)~

5°x2" PIPE SEATmm x 50 mm)

VERTICAL SECTION~'•

5125

~"'`~^X125 mm)

OF SPECIAL MANHOLE SHAFT 1 m

WITH GRADE RING RISERS

125 mm

E 1 5/8~ X43 mm ~ 5/8"~„~ 41 mm 41 mm

Ea EN\M

DETAIL "A"

VERTICAL SECTION OFPECIAL MANHOLE SHAFT WITHREINFORCED CONCRETE PIPE

REMOVE INTERFERINGPORTION OF TONGUE

PROVIDEMORTARSEAT FORGRADE RING

36" (900 mm) MH RCP


PROMU~c~Tm er n+e MANHOLE SHAFTSTANDARD PLAN

PUBLIC WORKS STANDARDS INGGREENBOOK COMMITTEE,~z 36"(900 mm) WITHOUT REDUCER 326-2


NOTES

1. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TOASTM C 478 (ASTM C 478M). ALL STEEL SHALL TERMINATE 1 1/2'~ (40 mm)CLEAR OF CONCRETE SURFACES AND ALL CONCRETE SHALL BE PER SSPWC.

2. WHERE A 36'~ (900 mm) MANHOLE IS CONSTRUCTED WITH 36'~ (900 mm)MANHOLE RCP, THE RCP SECTION SHALL CONTAIN A CIRCULAR CAGEAND HAVE A LOAD CARRYING CAPACITY OF AT LEAST 1000D (50D).SPECIAL MANHOLE SHAFT SHALL BE PER THIS STANDARD AND 36"(900 mm) MANHOLE FRAME AND COVER SHALL BE PER SPPWC 633.

3. THE MANHOLE SHAFT AND RINGS MAY BE PLAIN CONCRETE. FOR PLAINCONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 6" (150 mm).

4. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACESWITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINTSHALL BE WIPED CLEAN OF EXCESS MORTAR.

5. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER-APPROVEDCOATINGS WHERE REQUIRED BY THE PLANS SHALL BEIN ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS.

6. STEPS SHALL CONFORM TO SPPWC 635 OR 636. THE TOPSTEP SHALL BE PLACED 6" (150 mm) BENEATH THE MANHOLE COVERFRAME. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLYSPACED 14" (350 mm) TO 15" (375 mm) OC.

7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTEDBY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENTTO THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'SSTAMP.

8. THE VERTICAL SIDES OF THE MANHOLE SHAFT SHALL BE LOCATEDABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT.

9. CONSTRUCT MANHOLE SAFETY LEDGE PER SPPWC 330 IF DEPTHOF MANHOLE TO INVERT IS GREATER THAN 20' (6 m) AND MANHOLESHAFT IS GREATER THAN 10' (3 m).


633 36" (900 mm) MANHOLE FRAME AND COVER635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP


326-2MANHOLE SHAFT36" 900 mm WITHOUT REDUCER SHEET 2 OF 2

8—#5 (16MDIAGO~AL ARSEACH FACE

MANHOLE

RETAIN EXSTREINF BARSAS SHOWN

15° (375 mm) MIN

~5 ~ 4° OC5—#16M ~ 100 mm)

RETAIN EXISTINGREINFORCING BARSAS SHOWN

~A~5— #504"OC

~5—#i6M ~ 100 mm)~ 15 (375 mm) MIN

MANHOLE PERSPPWC 323—,

I~ '" "' BREAKOUT 4•LIMITS

~~00 mm)

~5 ~ 4" OC B 15" (375 mm) MIN ~5" MIN5—#16M ~ 100 mm) (375 mm ~

MANHOLE DETAIL i ~RETAIN ENl1RELENGTH OF ALLEXST CORNERREINF BARS '1AS SHOWN I ~

DRILL 3" 75 mm)HOLE (2 ER STEP

DETAIL "A"

XIST. WALLET WITH HIGHSTRENGTH1000 PSI (42 MPa)IN NON—H INK GROUT

STEPS, SEENOTE 5

PLACEMENT OF STEEL STEP IN EXISTING RCB

5—~5 ~ 4" (~16M ~ 100 mm) OC x ~ 8p sn7~-0 (2.1 m) LONG

(50 m 150 r

BREAKOUT LIMITS ,MIN, ~ ,MIN

/ -V

(2.1 m)~/5 ~ 4" OC

(5—#16M ~ 100 mm)

SECTION B-B

7°

_~

r

DIAGONAL BARSNOT SHOWN

BREAKOUTLIMIT

RETAIN EXST IREINF BARSAS SHOWN ~

J% J

5 4' OC#16 ~ 100

OMITFILLETUNDER

15" SHAFTNOTE

(375 mm)5'-0'(1.5 m)

V~'~ ~

11 ~,

-~ DETAIL A

~ L-

SECTION A-A

DRILL 6° (150 mm) DEEP HOLE INTO EXIST—ING SLAB AND PLACE #4 (#13M) DOWELSWITH NON—SHRINK EPDXY GROUT AT IN—TERVALS HALFWAY BETWEEN EXISTINGLONGITUDINAL BARS. EXTEND 18" (450 mm)INTO NEW SLAB

LEGEND

o EXISl1NG REINFORCING BARS• ADDED REINFORCING BARS


PROMULGATED BY 7HE STANDARD PLANPUBLIC WORKS STANDARDS INC.

GREENBOOK COMAIITiEE MANHOLE FOR EXISTING RCB ~~~~1882

REV. 1996, 2009

SHEET t OF 3USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCl10N

NOTES

1. THIS STRUCTURE MAY BE USED WHEN THE DEPTH OF COVER IS NO GREATER THANTHE DESIGN COVER OF EXISTING RCB. IF THIS DEPTH IS EXCEEDED, OR PROPOSEDMANHOLE SHAFT EXCEEDS 36" (900 mm) IN DIAMETER A DETAILED PLAN WITHCALCULATIONS PREPARED BY A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THESTATE OF CALIFORNIA SHOWING THE PROPOSED MANHOLE SHALL BE SUBMITTED TOTHE AGENCY FOR APPROVAL.

2. STRUCTURAL NOTES.

A. DIMENSIONS FROM FACE OF CONCRETE TO REINFORCING STEEL ARE TOCENTER OF BAR UNLESS OTHERWISE SHOWN.

B. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLYON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY)TO CENTER LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN.

C. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETEINSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.LATEST EDITION."

D. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETEINSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".LATEST EDITION.

E. TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1 1/2" (40 mm) FROM THECONCRETE SURFACES UNLESS OTHERWISE SHOWN.

F. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT SHALL BE PERMITTEDOTHER THAN SHOWN ON THE PLANS.

G. ALL STRUCTURAL CONCRETE SHALL BE PORTLAND CEMENT CONCRETE WITHA 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI (28 MPa).

H. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A ASTM A 615, GRADE 40(615M, GRADE 300).

3. WHERE REINFORCEMENT IS REQUIRED TO EXTEND THROUGH THE NEW JOINT,CONCRETE SHALL BE REMOVED IN THE FOLLOWING SEQUENCE:

A. A SAW CUT SHALL BE MADE 1 1/2" (40 mm) DEEP AT THE REMOVAL LIMITS.CARE SHALL BE EXERCISED IN SAWING AT THE REMOVAL LIMITS SO AS NOTTO CUT THE REINFORCING STEEL WHICH SHALL BE RETAINED AND EXTENDEDINTO THE NEW CONSTRUCTION AS INDICATED ON THE PLANS.

B. USING HAND—HELD EQUIPMENT THE CONCRETE SHALL BE CAREFULLY REMOVEDFOR THE FULL DEPTH OF THE WALL OR SLAB AND FOR A MINIMUM DISTANCEFROM THE SAW CUT EQUAL TO THE LONGEST EXTENSION OF THE EXISTINGBARS TO BE EXTENDED INTO THE NEW CONSTRUCTION. THIS EXTENSIONSHALL BE 30 BAR DIAMETERS UNLESS OTHERWISE SHOWN.

C. EXISTING REINFORCEMENT SHALL BE CUT TO THE REQUIRED BAR EXTENSION.

D. THE REMAINING CONCRETE MAY BE REMOVED BY ANY SUITABLE METHOD,UPON APPROVAL OF THE ENGINEER, WHO SHALL BE THE SOLE JUDGE OF THEUSE OF ANY CONCRETE REMOVAL EQUIPMENT. EXPLOSIVES, WRECKING BALLOR OTHER SIMILAR DEVICES WHICH ARE LIKELY TO DAMAGE THE CONCRETETO BE LEFT IN PLACE SHALL NOT BE USED.

E. INTERNAL SUPPORT OF THE EXISTING RCB SHALL BE PROVIDED DURING THEREMOVAL AND RECONSTRUCTION OF THE TOP SLAB. A DETAILED PLAN WITHCALCULATIONS PREPARED BY A CIVIL OR STRUCTURAL ENGINEER REGISTEREDIN THE STATE OF CALIFORNIA SHOWING THE TEMPORARY SUPPORT SYSTEMSHALL BE SUBMITTED -AND APPROVED BY THE AGENCY PRIOR TO THE STARTOF REMOVAL WORK.


32~-2MANHOLE FOR EXISTING RCBSHEET 2 OF 3

4. WHEN THE MANHOLE OPENING IS 24" (610 mm), THE BREAKOUT LIMIT DIMENSIONSMAY BE REDUCED FROM 5'-0" x 7'-0" (1.5 m x 2.1 m) TO 4'-0" x 6'-0"(1.2 m x 1.8 m).

5. STEPS SHALL CONFORM TO SPPWC 635. UNLESS OTHERWISE SHOWNSTEPS SHALL BE SPACED 14" 350 mm) TO 15" (375 mm) OC. THE LOWEST STEPSHALL NOT BE MORE THAN 24' (600 mm) ABOVE THE INVERT.


323 MANHOLE - CONCRETE BOX STORM DRAIN630 24" (610 mm) MANHOLE FRAME AND COVER635 STEEL STEP


32~-2MANHOLE FOR EXISTING RCBSHEET 3 OF 3

~4 ~ 12" HOOPS#13M ~ 300 mm

E

~ ~ 8'`_° (200 mi

co .~

E

EE ~0

io u~ ~0

C f° ~6$~~

3'-- (75 m

-- _

MANHOLE ORSTORM DRAIN NCONDUIT

(45d mm

(200 mm;

~a

~\I'

✓/

PLAN

MANHOLE FRAME ANDCOVER PRESSURE TYPEPER SPPWC 211

~• 8~ SURFACE ELEVATION86 m ) (200 mm)

D = 37 3/4" (952 mm)

—~ STEPS

I~ c `~ I I I I~

~~ ~ ~ ~

N MM

65 mm I ~21 2W I ~ 8'

SEE NOTE 1 ! ~ ; (2~I~~

V

D = 40 3/8° (1013 mm)

1/2" (fi5 mm~D = 43 (1074 mm)6-#4 (#13M) ~ 60' SPACING

OPl10NAL #4 (#13M) 15" (375 mm) DOWEL

D = 45 1/2° (1135 mm)

E~ E

—PROVIDE CONSTRUCTION JOINTWITH CONTINUOUS WATERSTOPWHEN MANHOLE SHAFT IS NOTPOURED MONOLITHIC WITH1~A NHOLE OR STORM DRAIN

m~UbNDUIT

SECTION A-A

ELECTRICALLY BUTTWELD ENDS OR LAPENDS OF BAR 18"(450 mm)


PROMULGATED BY THE PRESSURE MANHOLE SHAFT STANDARD PLANPUBIJC WORKS STANDARDS INC.

~~180O~Z°~M"~ WITH ECCENTRIC REDUCER 328-2REV. 1996, 2009


NOTES

1. IF H IS LESS THAN i8" (450 mm), W=27" (675 mm)IF H IS BETWEEN 18" (450 mm) AND 2~-6'~ (75D mm), W=2 -̀6~~ (750. mm).IF H IS 2'-6" (750 mm) OR MORE, W=3'-0" (900 mm).iF H IS MORE THAN 4'-0 1 /2" (1215 mmj, BRING WALL VERTICALLY TO4'-0 1~/2" (1215 mm} BELOW SURFACE AND TAPER FROM 3'-0" (900 mm)TO 27 (675 mm) AS SHOWN.

2, THIS STRUCTURE. SHALL BE USED WITH MANHOLE FRAME AND COVERPRESSURE TYPE, SPPWC 211. IT MAY BE USED FOR HYDROSTATICHEADS UP TO 25' (7.5 m) ABOVE THE STEEL PLATE.

3. THE VERTICAL SIDE OF THE MANHOLE SHAFT AND THE ECCENTRICREDUCER .SHALL BE LOCATED AB01/E AND IN LINE WITH THE SIDEQF THE STORM DRAIN CONDllIT.

4. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTMA 615M, GRADE 300), AND SHALL TERMINATE 1 1 f2" (40 mm} CLEAR OFCONCRETE SURFACES UNLESS OTHERWISE SHAWN.

5. STEPS SHALL CONFOf~M TO SPPWC 635 OR 636. THE TOPSTEP SHALL BE PLACEQ DIRECTLY BENEATH THE MANHOLE FRAME..UNLESS OTHERWISE SHOWN, STEPS .SHALL BE UNIFORMLY SPACED14" (350 mm) TO '15' (375 mm) OC.

6. SEE CQNTRACT SPECIFICATIONS FOR PHYSICAL REQUIREMENTS OPWATERSTOR.


211 MANHOLE FRAME AND COVER PRESSURE TYPE635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP


328-2SHEET 2 of 2

PRESSURE MANHOLE SHAFTWITH EG C ENTRIC REDUCER

MANHOLE FRAME AND COVERPER SPPWC 633 -

SURFACEELEVAl10N~

g ~I / ~ \ SEE DETAIL_. v

M 1 ,~~ ~

W 2 1 2° STEPS

m (65 mm) ~

a ~ 12°Q 13M ~ 300 mm)> C HOOPS

6-#4 (#13M) O60' SPACING

8~ 2— 2° 65 m~(200 mm)

3~ 5' (125 mm~ ~n

5° 125

(TYP)

50

COLLAR, CLASS C MORTAR

8" 200 mm

~~o ~~4•Vr°~ (6 mm)

4'`~ (1 0 m m

~~

JQzOF

8 - 1/2'X 1 1/2'(13mmx38mmSTAINLESS S ELHEX. HEAD BOLTS

GASKET ISEE NOTE 6

PL 1/2' (13 mm)WITH 8 BOLTHOLES

DRILL AND TAP1 2° (13 mm)-NCHREAD

2" (50 mm)

8 - #4 (~k13M)ANCHORS OR1/2'x8' 13mmx600 mm) LENGTH

ELECTRICALLY IWELDED STUDS,NELSON H4LOR EQUAL(~s mE ;~,~o DETAILI

N ~ E 35 1 2" 902 mN E

,°n "'v ~ E 4' (100 mm) 0■1 /2° (13 mm) BARHANDLE

~8~

(450 mm)I

18"X450

18'~~

~~N~

1 4" TYPmm) 1(450 mm ( mm)

\ ,3 0 914 mm e SECTION A—A(200 mm)

MANHOLE OR STORM PROVIDE CONSTRUCTION JOINT WITHDRAIN CONDUIT CONTINUOUS WATERSTOP WHEN MANHOLE

SHAFT IS NOT POURED MONOLITHIC WITHMANHOLE OR STORM DRAIN CONDUIT

VERTICAL SECTION OF SPECIALPRESSURE MANHOLE SHAFT

DRILL 8 - CHISELED CHISELED9/16° (14 mm) ~ ARROW I ARROW

A o 0~FF

o~~~~..

35 1 2' 902 mm

PLANPRESSURE PLATE

DRILL ANDTAP STD.1 2° (13 mmHREAD- 8 HOLES

PLANPRESSURE PLATE RING

ANCHORS


PROMULGATED BY THEPUBLIC WORKS STANDARDS ING PRESSURE MANHOLE SHAFT AND PRESSURE STANDARD PLAN

GREENB00~20MMITfFE p~q~ DETAIL 36' 914 mm WITHOUT REDUCER 329-2REV. 7996, 2009


NOTES

1. THIS STRUCTURE MAY BE USED FOR HYDROSTATIC HEADS UP TO 25'(7.5 m) A80VE THE PRESSURE PLATE,

2. 36'~ (914 mm j MANHOLE FRAME AND C(7VER PER SPPWC 633SHALL BE USED.

3. REINFORCEMENT .SHALL BE PER ASTM A 615,. GRADE 4d AND SHALLTERMINATE 1 1 J2" (40 mm) CLEAR OF CONCRETE SURFACES UNLESSOTHERWISE SHOWN. HOOPS MAY BE ELECTRICALLY BUTT WELDED ORTHE ENDS LAPPED 18" (450. mm).

4. THE MANHOLE SHAFT SHALL BE LOCATED ABOVE AND IN LINE WITHTHE SIQE OF THE CONDUIT BELOW.

5. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESSOTHERWISE SHOWN, STEPS SHALL BE UMFORMLY SPACED 14" .(.350 mmjTO 15" (375 mm) OC.

6. GASKET MATERIAL SHALL BE NEOPRENE (OR EQUAL} 1/16" (2 mm) THICKBY 1 1 j4" (32 mmj WIDE.

7. BOLTS SHALL BE STAWLESS STEEL CONFIRMING TO ASTM A 32~ (ASTMA 320M), GRADE B8.

8. PRESSURE PLATE AND PRESSURE PLATE RING SHALL BE STEELCONFORMING TO ASTM A 36 (ASTM A 36M~ AND SHALL BE GALVANIZED.PLATES SHALL. BE MARKED IN SETS AND A CHISELED ARROW STAMPEDON BOTH PLATES, AFTER DRILLING AND TAPPING, TO FACILITATEFIELD ASSEMBLY.

9. SEE CONTRACT SPECIFICATIONS FOR PHYSICAL REQUIREMENTS OFWATERSTOP.

10. THE FOLLOWING SPPWG ARE INCORPORATED HEREIN.:

633 36" (914 mm) MANHOLE FRAME AND COVER635 STEEL STEP636 POLYPRdPYLENE PLASTIC STEP


329-2PRESSURE MANHOLE SHAFT AND PRESSUREPLATE DETAIL 36" 914mm WITHOUT REDUCER SHEET z ~F 2

J

=

~

Q STEPS - SEEQ N NOTE 3

o ~°n ENE

N

O O

ro

Q

Z U Z

F vwi w PIPE RAILN ~ N SEE NOTE 6

c~ °~ o DETAIL "A"~~ o

~ Eno

ENM0

v~vo a

~o~ ~i

0o EQE

Q Q oO

cV ,~a,~ E COUPLING-p FZ N WFo

Nr°~E(n~eNn

o •° E Bi

~o ~ GROUT(HOLEzQQ ~ ROUGHEN SURFACE~ SLOPE 1.0%

JOINT DETAILSPER NOTE 7

SECTION A—A

II -~-~_~ i

E I~ 15•E 5.~~12~

o ~~ 25 mm

N ~ mm g..

I(450~mm

3'-0"3~-0~ (900 m )900 m )

I~ _`

VERTICAL SECTION

TYP 3/16"(5 mm)

PRECASTROOF SLAB

ww

cn zz~Q ZJa

w

Z}Q m

Z ~3 Wo~z~

SEE W ~NOTE 3 ~ o

0wJW

STEPS ARECONTINUOUS ~

m

THROUGH ~O

SHAFT Q Zcn OO ~~aU

= OF JaWFV

D

PRECASTFLOOR SLAB

ix

2"x6" (50 mm x 150 mm)INSIDE DIAMETERLIGHT WEIGHT METALINSERTS. TYPICAL FORROOF AND FLOOR SLABS.GROUT RAIL IN PLACE

#5~6" (16M~150 mm) OC'h'PICAL TOP &BOTTOM OF SLAB

1 1/2" (40 mm) GROUT 4-#5 (#16M)HOLES FOR FLOOR̂ SLAB I DIAGONALS

T

(32 mm) ~ ~1000 mm) LON

4-~5 16M) DIAGONALS PLACE DIAGONAL

DETAIL "A" L= 4'- " (1.3 m) ToP a~ eonoMROTATED 90•

SECTION B—BREINFORCEMENT DETAILS

FOR FLOOR AND ROOF SLABS


PROMULGATED BY THESTANDARD PLAN

PUBLIC WORKS STANDARDS ANCGREENBOOK COIAMITTEE MANHOLE SHAFT SAFETY LEDGE //~330-1BB2


ninT~c

1. MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED ON THE PLANSWHEN REQUIRED. IT IS TO BE CONSTRUCTED WHEN DEPTHOF MANHOLE TO INVERT IS GREATER THAN 20~ (6 m) AND MANHOLESHAFT IS GREATER THAN 10' (3 m).

2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE ISREQUIRED.

3. STEPS SHALL CONFORM TO SPPWC 635 OR 636 AND SHALLBE ANCHORED 4" (100 mm) IN THE WALL OF THE STRUCTURE. STEPSSHALL BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT.

4. REINFORCEMENT SHALL BE PER ASTM A 615, GRADE 40 (ASTM A 615M,GRADE 300) AND SHALL TERMINATE 2~~ (50 mm) CLEAR OF CONCRETESURFACE UNLESS OTHERWISE SHOWN.

5. GROUT HOLES, PIPE AND FITTINGS SHALL BE PROVIDED IN THE FLOORSLAB. PRESSURE GROUTING SHALL BE USED TO FILL VOIDS AND TOSECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENTGROUT AND GROUTING PRESSURES SHALL BE AS DETERMINED IN THEFIELD BY THE ENGINEER.

6. PIPE RAIL SHALL BE FABRICATED OF 1 1/4" (32 mm) STANDARD GALVANIZEDPIPE COMPOSED OF TWO SECTIONS 7~-6" (2.25 m) & 18" (450 mm) INLENGTH JOINED BY A GALVANIZED COUPLING. THE COUPLING SHALL BETHREADED A MINIMUM OF 2" (50 mm) ON EACH PIPE LENGTH.

7. ROOF AND FLOOR SLABS SHALL BE PRECAST AND KEYED FORREINFORCED CONCRETE PIPE SECTIONS AS SHOWN. ALL JOINTS SHALLBE FILLED WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ONTHE INSIDE.

8. 72" (1800 mm) RCP SHALL BE PROVIDED WITH TWO CIRCULAR CAGES OFREINFORCEMENT.


324 MANHOLE SHAFT — WITH ECCENTRIC REDUCER326 MANHOLE SHAFT — 36~~ (900 mm) WITHOUT REDUCER635 STEEL STEP636 POLYPROPYLENE PLASTIC STEP


330-2MANHOLE SHAFT SAFETY LEDGESHEET 2 OF 2

~ MAIN LINE RCP ORREINFORCED MONOLITHIC ~~ARCH, SEE NOTE 2

J

D

~--, ,—__80 mm (3") MIN ~'~ 0 I ~-_~~~

~~ ~ ~ /~ ~ @. LATERAL)~ I ~'' __ I ~ i ! CONNECTOR PIPE

F---- -~ ~~ ~ \ T

~\~ ~r

Q ~ ~ I G ~ 6S~ rn g ~ ~ ~ ~1 #13M ~ 150 mm) OC

v Q ~~ E~ kOUND __ ~ F,~ ~ 3 OR ~4 O 18"

W z Q z ~ ~~G3 R ~ ~#10M 450 mm)

U W Q w (75 mm) ~ ~C T1E BARS

z N w cn `" I ~ ~' E AND F BARS~ m I ~ 3'

~16M ~ 75 mrn) OC,~ ~ SEE NOTE 8

~ I EtO o STATIQN POINT~--- - -~ i TABLE OFt CONNECTOR PIPE

_~ I 1 3" MIN SEE NOTE 3 VALUES FOR~C__~~I.~_ ~ J (so mm)

STATION POINT B T

LATERALSEE NOTE 3 ~2" (300 mmj 5" (130 mm)

PLAN 15" (375 mm) 5" (13D mm)

18' (450 mm) 5' (130 mm)

21"' (5?5 mm) 5' (130 mm)

SPUR 3 OR O 18" 24" (600 mm) 5 1/2" (740 rt

10M 450 mm~ 27" (675 mm) 5 1/2" (740 nC TIE BAR 30' (750 mm) 6" 150 mm

G BARS ~4 ~ 6"REINFORCING STEEL (~13M ~ 150 mm)

36" (900 mm) 6 1/2` (770 R3° 80 mm MIN ~ —~ 39" 975 mm 7' 18Q mm

i ~

/~ ~J`~ ~ I iv EL NENG ~ /~ ~ N g 15' 130 mm m E TIE BARS

/ ~ ROUND _ 1 _ ~ ~ ~ ~ FI ~ EDGES ~~M~ EL R v

1 EL ~ S I ~ 8A

~8o~mm~ OC T~ / \ G BARS~. \

~~\ ~ F` T ~ B T

. ~ ' : ~. `•' ~ F BARS #5 (16M) <

UNDISTURBED CONCRETE CRADLE, ~ "~EARTH H H 450-C-2000 (265-C-14), ~

SEE NOTE 9

SECTION Z-Z SECTION M-M


PRd1ULCAlID BY THEPuauc wowcs srnNOU~ns wc. JUNG ~ON S~UC~RE -PIPE TO PIPE

STANDARD PLAN

~'B°°9~~`~"~ INLET 1D _> 24" (600 mm) OR OD > 1 j2 MAIN LJNE ID ~ J~ ~ — J~~~. ,~. ,~9. z~

SHEET 1 OF 2USE WITH STANDARD SPECIFICAT70NS FOR PUBLIC WaRKS CONSTRUCTION

NOTES

1. THIS JUNCTION STRUCTURE SHALL BE' USED WHEN THE OUTSIDE DIAMETEROF THE LATERAL IS GREATER THAN 1/2 THE fNSIDE DIAMETER D OF THEMAIN LINE; OR WHEN THE INSfDE DIAMETER B QF THE LATERAL IS GREATERTHAN 24" (600 mm)_ B SHALL NOT EXCEED 0.75 D OR 39" (.975 mm).

2. IF THE MAIN LINE IS A REWFORCED MONOLITHIC ARCH STORM ..DRAIN,D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEELSHALL BE CUT ANd BENT INTO THE JUNCTION STRUCTURE W THE SAMEMA~JNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED 'FOR AREINFORCED MONOLITHIC ARCH.

3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THEINTERSECTION OF CENTERLINES OF MAIN LINE. AND LATERAL. STATIQNSSHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPESAPPLY AT THE INTERSECTIOf~ OF THE INSIdE WALL OF THE MAIN LINE WITHTHE CONNECTOR PIPE CENTERLINE,

4. VALUES FOR A, B, C AND D SHALL BE SHOWN ON THE PLANS.ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PERNOTE 5.

5. a. ELEVATIONS R AND S NEED NOT 8E SHOWN ON THE PLANSIF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.

b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF ASTUB IS Td BE RROVIDED IM THE MAIN LINE FOR FUTURE CONNECTIONOF AN INLET PIPE..

c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF A.N. INLETP1PE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. JNLET PIPESHALL BE LAID QN A STRAIGHT GRADE FROM ELEVATION S TO THE.CATCH BASIN OR GRADE BREAK IN LINE.

6. THE. INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS 07HERWISEINDICATED. THE INLET PIPE MAY .ENTER. THE MAID LINE OTHER THANRADIALLY IF Af~GLE A IS GREATER THAN 45', B IS LESS THAN OR EQUAL TO24" (600 mm) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THANd.5 D: OTHERWISE, SPPWC 340 SHALL BE USED.

7. NO MARE THAN ONE OPENING SHALL BE 'MADE IN ANY ONE SECTION OF RIPE.

$. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMALTO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THETRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THECENTER QF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OFTHE 'SPUR.

9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE ANDENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF AJOINfi IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRAQLE. THECONCRETE ENCASEMENT SHALL EXTEND 12" (300 mm) ABOVE THE TOP OF THEMAIN LINE AND TO THE LIMITS OF THE CRADLE.IF CONNECTING TO AN EXISTING STORM DRAIN; PORTION OF CRADLEOPPOSITE INLET MAY BE OMITTED.

10. REWFORCING STEEL SHALL CONFQRM TO ASTM A 615, GRADE 40, (ASTM A 615M,GRADE 300), AND BE PLACED 1 1/2" (40 mm) CLEAR FROM CONCRETE SURFACES,UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESSTHAN J DISTANCE FROM CENTER LINE WITH J=7Q/12 + 6" {150 mm).

11. FLOOR. OF THE SPUR SHALL BE STEEL—TROWELED TO THE .SPRING LINE OFTHE SPUR.

STAND/~,RD PLANS FOR RUBLIC WORK5 CONSTRUCTION STANDARD PLAN

331- 3JUNC T10N STRUCTURE-PIPE TO PIPEINLET ID~24" 600 mm) QR OD>1 j2 MAIN UNE ID SHEET 2 OF 2

@ LATERAL/CONNECTOR PIPE

MAIN LINE RCP---={

~ MAIN LINE RCP (COQ mm) ~

~ ~ CONC. PIPE, RCP OR CSP

CLASS C I ~ 1 2" 15 mm M\ i \ ~ MORTAR o~ ~ SEE NOTE 4

~_~ ~ ~l1 I ry 1 .

h\~ ~~ i1 A N B BEDDING OF ~ ~~`~,~ POINT ( INLET PIPE •• B c ~-J ~I, \ BACKFILL WITH , v~Y ~ ~ SEE NOTE 6

A 45' 450-C-2000 v ~~~~(265-G-14)

.',.yy.,.'~.,,,., o, •ti,

. ~ 4 ''.E cONCRETE OR.. a.q ~ y'~~~~ COMPACT SOIL TO : '"

°0 4° l00 mm RELATIVE DENSITY .:;~;,~;'; .,REQUIRED 8YSPECIFICATIONS

CASE 1 UNDISTURBED EARTH

BEDDING, PERSPECf~ICATIONS

PLAN CASE 1SECTION B—B

fOR OUTLET SEE STDa CATCH BA51N PLANS

°' sQp CATCH BASIN FLOORM

~a.

(265-C-14) _.~-- . _CONC ENCASEMENT, •~:,SEE NOTE 5 •:;

M

OS~ 6 CONC PIPE,rt~m~ RCP OR CSP

SEE NOTE

SEE NOTF~' 4~/~, ~

— — ~L B> 45'_L_ L.

CASE 2(SEE NOTES 9 & 10)

4"

veoirc TO SUIT)NS

J/-1V VLL

d0e

CASE 3

SADDLE CONNECTION

1 2 OD MI

BACKFILL

BEDDING

CASE 1SECTION C-C

JHUULC

CLASS C MORTAR


~~~~~,~ ~Y TME JUNCTION STRUCTURE -PIPE TQ PIPE STANDARD PLANPueuc waR~ts sTnrroarms iNC.

~°'1B0O9~ ""'~ ID ~ 24" fi~0 mm 33~-2SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

NOTES

CASE 1 AND CASE 2

1. JF ANGLE A IS LESS THAN 45 OR IF D IS LARGER THAN 24"(600 mm), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED...

2, THE OUTSIDE DIAMETER OF THE INLET PIPE SH,4LL NOT EXCEED1/2 THE WSIDE DIAMETER OF THE MAIN LWE.

3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THEINLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARDSTRUCTURE SHALL SE SPECIFIED.

4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THEQUTSIDE DfAMETER OF THE INLET PIPE PLUS' 1" t3~ mm) MINIMUMTO 3" (75 mm} MAXIMUM.

5. ALL CONNECTOR PIPES FQR CASE 2 SHALL BE ENCASED W CONCRETEIF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ONFILL WHICH HAS NOT BEEN DENSIFIED.

6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WfTH INNER SURFACEOF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.

7. ALL CSP AND FITTINGS SHALL BE GALVANIZEQ.

8. STATION SPECIFIED ON THE PLANS APPLIES AT THE INTERSECTIONOF THE INSIDE WALL OF MAIN LINE AND THE CENTERLINE OFINLET PIPE

9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF AGRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TOVEHICLE TRAFFIC.

10. FOR CASE 2, NOT MORE THAN 12' (3.5 m) OF INLET PIPE SHALL BELOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.

CASE 3

11. CONNECTIONS TO PIPS 21" (525 mm) QR LESS IN DIAMETER WITHOUT JUNCTIONSTRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.

12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALFTHE INSIDE QIAMETER OF THE MAIN LINE.

13. TRIM. OR CUT 'SADDLE TQ FIT SNUGLY OVER THE OUTSIDE. OF THE MAIN LINESO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.

14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THESADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THESADDLE PIPE.

15. THE CONNECTOR PIP£ SHALL.. BE SUPPORTED AS SHOWN IN CASES 1 AND 2.

STANDARD PLANS FOR RUBLIC WORKS CONSTRUCTION STANDARD PLAN

332-2JUNC T10N STRUCTURE - PIPE TO PIPEID L ~4p 6~0 mm SHEET 2 OF 2

~ MAIN CONSTRUCTION JOINTLINE RCB

~. 418° OC~ ~#13M O 450 mm)

F BARS

~ LATERAL / ~Z / CONNECTOR PIPE

~ EI ~ T~~ F BARS

T B T~ ~IN~°n ~ / ~ 4 ~ 18' OC

W BARS ~ ~ ~ Q p ~#13M ~ 450 mm)SEE NOTE 3 ~ ~ ~OTH WAYS TO

BE USED WHENG ~~~ 8 IS 60' (1500 mm)

ROUND EDGE TO OR MORE3° (75 mm) R ~ OR ~4 ~ 18

STAl10N POINT, ~ 10M ~ 450 m) OC

SECTION G—GSEE NOTE 2 ~

Z V

/I

~q ~

ROUND EDGES TO~~ E APPROXIMATE R

OF ID OF LATERAL~~ E of WITH A MAXIMUM

,°~ ~ D & E BARS

~~ D, E, H & G BARS

~

B Tam~

~

o

~

~

12' 300 mm 5' 130 mm o

E

E

15' 375 mm 5' 130 mm

18' (450 mm) 5' (130 mm)

~ ~ ~ ~21' (525 mm) 5" (130 mm)

24' 600 mm 5 1/4' (140 mm)CONSTRUCTION JOINT

PLAN

~

~

O~~

~

2Y (675 mm) 51/2' (1~0 rtrn)

~~ 750 mm) 6" (160 mm)

33' 825 mm 6 1/4' (160 mm)

3fi' (975 mm) 6 1/2' (170 mm) o

NEW OR EXISTING RCB, SEE NOTE 6~i.39' (990 mm) 7° (180 mm)

42' 1050 mm 71/2' (190 mm)

~ W BARS

D BARSANY STANDARD

o

E

45' (1125 mm) 7 3/4' (200 mm48~ 1220 mm) 8" (210 mm)51' (1275 mm) 8 1/2' (220 mm)

54' (1350 mm) 9' (230 mm)F BARS PIPE JOINT

2-H BARS 4" OC ~(100 mm), SEE NOTE

rn

~

~

~

SY 1500 mm) 9 1/4' (2~0 mm)

60' (1500 mm) 9 1/2' (2~0 mm)

ROUND yy ~ #3 OR #4 ~ 18° OC

EDGES (~pM ~ 450 mm)m ~ P

EL SSEE NOTE 8 E BARS

~ ~

~

o

~

63' (1650 mm) 10' (260 mm)

66' (1680 mm) 10 1/4' (260 mm)

69' (1800 mm 10 3/4' (280 mm

72' (1850 mm) 11 (280 mm)

78' (1950 mm) 11 3/4' (3(10 mm)i ~~

2–G BARS 4"OC, SEE NOTE 3(100 mm) • •''° ~'•• •~ ~ EL R, SEE NOTE 8

•o: ipo,- F-

'. ;.°•. ; ' UNDISTURBED EARTH

•'? •' BACKFILL WITH 450–C-2000(265–C-14) MIX CONCRETE, ORCOMPACT SOIL TO RELATIVE DENSITYREQUIRED BY SPECIFICATIONS. BACKFILLMAY BE OMITTED IF STRUCTURE IS LAID

84' (2100 mm) 121/2' (32o mm)90' (2400 mm)13 t/4' (340 mm)

~N~

~

E

~°np~a~

g6' 244U mm 14' (360 mm)

102' (2550 mm)15 1/2' (~00 mm)108 (2700 mm114' (3000 mm)

16' (410 mm)16 1/2' (420 mm)

~y0' (3050 mm)126' 3150 mm ~

tY (430 mm)1r 430 mm~ ~ ~

132' (3300 mm) 171/2' (~50 mm)ON UNDISTURBED EARTH TO STORM ~

SECTION Z— Z DRAIN WALL. 138' (3450 mm) 171/2' (~50 mm) o

~'144' (3600 mm) 18' (464 mm)


PROMULGATED BY THE STANDARD PLANPUB

GREEWNBOOK CONMITIEE INS JUNCTION STRUCTURE -PIPE TO RCB 333-21984REV. 1998, 2009


NOTES

1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PLANS.ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PERNOTE 8.

2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTIONOF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THATSTATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALLOF STRUCTURE.

3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTMA 615M, GRADE 300), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OFCONCRETE SURFACE UNLESS OTHERWISE SHOWN.

a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ONPLANS, AND SHALL BE CUT IN CENTER OF OPENING ANDBENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.

b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm) OR LESS BELOWSOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS12" (300 mm) OR LESS ABOVE FLOOR OF MAIN LINE.

4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAINLINE, MANHOLE OR TRANSITION STRUCTURE.

5. FLOOR OF STRUCTURE SHALL BE STEEL—TROWELED TO THE SPRINGLINE.

6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILSSHALL BE SHOWN ON THE PLANS.

7. EMBEDMENT, P, SHALL BE 5" (130 mm) FOR B = 96" (2400 mm) OR LESS8~~ (200 mm) FOR B OVER 96" (2400 mm).

8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PLANSTHEN THE INLET OPENING SHALL FALL 6" (150 mm) BELOWTHE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHTGRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLETLINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLETOPENING FALLS MORE THAN 6" (150 mm) BELOW THE SOFFIT OF THEMAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADEAS STATED ABOVE.ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY WHENA STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.

9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS IN DIAMETERSHALL BE NO MORE THAN 5' (1.5 m) ABOVE THE INVERT. LATERALS ORCONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NOMORE THAN 18" (450 mm) ABOVE THE INVERT, WITH THE EXCEPTION THATCATCH BASIN CONNECTOR PIPES LESS THAN 50' (15 m) IN LENGTH SHALLNOT BE MORE THAN 5' (1.5 m) ABOVE THE INVERT.

10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENTSHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THEFOLLOWING CONDITIONS:a. ANGLE A IS LESS THAN 30'b. TOP OF INLET PIPE IS LESS THAN 6" (150 mm) BELOW THE SOFFITc. FLOW LINE OF INLET PIPE IS LESS THAN 7" (180 mm) ABOVE THE

THE FLOOR OF THE RCB AT THE INSIDE FACE


333-2JUNCTION STRUCTURE - PIPE TO RCBSHEET 2 OF 2

#5 (#16M

r~F MAIN LINE RCB

#5 ~ 6° (#16M ~ 150 mm) OC

#5 (#16M;

~5~4°15M ~ 100 mm) OC

#5 (#15M)

CONC PIPE, 5 15MRCP OR CSP p6150 mm ~

x 2q N~ ° ~(610 mm~ _ ~ F~

RC BEAM - ~SUPPORT `-'

5 ~ 4', OC ~ ~ ~2-#16M ~ 100 mm) ~~ mm)18~ (450 mm) MIN

UNDISTURBED EARTH

UNCOMPACTED BACKFILL 1.0 m

(CASE 1 MAX'>

BEAM SUPPORTD = 30" (750 mm) MAX

3"

50 m

SECTION C-C

~~ PLAN

~O

E

o

~MNZW

~Ì c

N

SEE IOTE 3~ \'rEL S ~}. i

< A (USE SPPWC 333IF A IS LESS THAN 45')

,~ ~tP

BURN OR CUT PIPE TO SURFACEOF CONCRETE. ROUND EDGES OFCONC, PIPE OR RCP

#5 ~ 4" (#16M ~ 100 mm)

#5 ~#16M)

CONC PIPE,RCP OR CSP

6M ~ d •: d

~ # •`'°'•%• ••" BEDDING FOR12' (300 mm) • ~ •~ ".°: ~ ~ ' INLET PIPE

(#16M 100 mm) .: •a ;,. •.'°~'~°'4~' COLUMN SUPPORT —

'°• '~ BACKFILL WITH•.°•a •.:...°• 450—C-2000

3'-0 X265—C-14) CONCRETE;

#5 ~ 4, OR COMPACT SOIL TO

(#16M ~ 100 mm) OC ~1.0 m) RELATIVE DENSITY

SECTION A-A CASE Z SPECIFICATIONS E

COLUMN SUPPORTD = 30" (750 mm) MAX

O~

80 mm MINIMUM BEARING

MINIMUM BEARING SURFACE = OD/2

SURFACE = OD/2 ~ ''. : e :. .'e

.~Q .GQ

~16M ~ 150 mm) OCOD

SECTION B-B


PROAAULGATED BY THEPUBLIC WORKS STANDARDS INC. JUNCTION STRUCTURE —PIPE TO PIPE STANDARD PLAN

GREENBOOK COMMITTEE,a~, INLET I D<30" 750 m m 334— 2REV. 1996, 2009


B BARS - ~, ~ 4" (#'19M ,~ l00 mm) OC,LENGTH = D+3 -0 (1.0 m)PLACED UNDER GUT BARS ANDON TOP OF UNGUT BARS. OMITBARS THAT FALL OVER SIDEWALLS.

C~NC PIPE OR RCP

6° r~ s~

m„EE

°o J

/i

FOR OUTLET SEESTANDARD CATCH.BASIN PLANS

CATCH BASIN FLOQR

~/L 450-C 2000~ (265-C-14) CONCRETE EN-~ CASEME~JT WHEN MORE~' THAN ONE SECTION dF

~ DSO ~m PIPE IS USED

i~~~Z~ _̀~~

B BARS —~V` ~

CASE 3

TOP SLAB ENTRANCED = 30" (750. mm) MAX

BoxNOTE:

WHEN CATCH BASIN FALLSON TQP ~F BOX, THEOPENING MAY BE FORMEDTHROUGH FLOOR OF CATCHBASIN AND TOP SLAB OF BOX.

~ 4"6M ~ t00 mm) OC TOACED 2" (50 mm)_AR OF HOLE

SECTION D-D

8 BARS

CUT BARS 2" (50 mm~CLEAR OF OPENING

STANDARD PLANS ~QR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

334-2JUNCTION STf~UC TORE -PIPE TO PIPEINLET ID<30" 75~ mm BEET 2 OF 3

NOTES

1. USE JUNCTION STRUCTURE PER SPPWC 333 INSTEAD OFTHIS JUNCTION STRUCTURE UNDER ANY ONE OF THE FOLLOWINGCONDITIONS:

a. DIAMETER ~F INLET PIPE EXCEEDS 30" X750 mm).

b. TOP OF PIPE IS LESS THAN 12" (300 mm) BELOW SOFFIT ~F BOX.

c. FLOW LINE OF PIPE IS LESS THAN 13" {225 mm) ABOVE FLOOR QFTHE BOX AT INSIDE FACE.

d. ANGLE A IS LESS THAN 45'.

2. ALL CSP AND FITTINGS SHALL BE GALVAMZED.

3. ELEVATfQN S SHALL BE SPECIFIED ON PLANS ONLY IFTHE TOP OF PIPE IS MORE. THAN 12" (300 mm) BELOW SOFFIT OF BOX.

4. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS IN DIAMETERSHALL BE NOT MORE THAN 5° (1.5 m) ABOVE THE INVERT.LATERALS OR CONNECTOR PIPES ~7" (675 mm) OR LARGER IN DIAMETERSHALL BE NOT MORE THAN 18" (450 mm) ABOVE THE INVERT, WITH THEEXCEPTION THAT CATCH BASIN CONNECTOR PdPES LESS THAN 5d" (15 m)W LENGTH SHALL BE NOT MORE THAN 5' (1.5 m) ABOVE THE INVERT.


3~4-2JUNCTION STRUCTURE -PIPE TO PIPEINLET ID<3~" 750 mm SHEET 3 OF 3

EXISTING RCPSTORM DRAIN

4° ,00 h

CONC FPIPE F0

0

.\ '..~~

UNDISTURBEDEARTH

~ MAIN LINE

~EXISTING RC BOX✓ I STORM DRAIN

rFF

CLASS C MORTAR

L A ? 45'

PLAN

CHIP PIPE TO SURFACE OFCONCRETE AND ROUND EDGES

~~

'~CONC QPIPE

SUPPORT PIPE ACROSS ODTRENCH WITH 450-C-2000265-C-14) CONCRETEACKFILL. SEE NOTE 3 MINIMUM BEARING

SURFACE = OD/2

SECTION B—BCASE 1

PLAIN CONCRETE PIPE

SECTION C—C

D = 24" (600 mm) MAX

4° 100 mm MIN

z ~~ EVARIES TO SUIT oCONDITIONS ~ o

~ ~ A

SADDLE

V- ~.a~~~~~~

~ 8" (200 mm) MAX

SADDLE

CASE 2SADDLE CONNECTION


PROMULGATED BY THE PIPE CONNECTIONS TO STANDARD PLANPUBLIC WORKS STANDARDS INC.

GREENBOOK~~OMMITTEE EXISTING STORM DRAINS 335- 2REV. 1998, 2009


~ MAIN LINE

EXISTING RCP STORM DRAIN

w. '_y/ ,. ~ ~~

~I•

I~

E 4~ .\ ' F~~ X100 mm)00

t PLANo~~

~.

~ ~ '° fi

Rc~ J ~cs~ aR RcP

UNDISTURBED EARTH

SUPPORT PIPEACROSS TRENCHWITH 450-C-2000265-C-14)ONCRETE BACKFILL.

SEE NOTE 3

~,~ —ri ~ ~h ,—

EXISTING RC BOX STORM DRAIN

33 ~J

.4 \

Y '~\~~ ~ o~~ \ \

` ~ ~ I . ~~N o`J'~g ~ im~`~`q5~

CLASS C MORTAR

GSP OR RCP

F RCP

t .~

-~a.. ~ii' ~Frr

` CORRUGATED STEELBAND CONNECTOR(CS BAND CONNECTORNOT NEEDED FOR RCP)

'~ BURN OR CUT PIPE TOSURFACE OF CONCRETEAND ROUND EDGES OF RCP

SECTION E—E

OPTIONALRECTANGULAR COLLAR

~~

MINIMUM BEARING~~ SURFACE = 00/2

SECTION F—F

DIAMETER OF CSP MIN GAGE

15" (375 mm) - 21" (525 mm) 16

24" (600 mm) 14

CASE 3

RCP OR CSP

STANDAaD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

335-2.SHEET 2 of 3

PIPE CONNECTIQNS TOEXISTING STORM DRAINS

NOTES

CASE 1 AND CASE 3

1. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER.THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE.

2. INSIDE DIAMETER D OF THE. CONNECTOR PIPE SHALL NOT BE GREATERTHAN 24'~ (600 mm).

3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THEOUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 1" (3Q mm).THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BEOMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAINWALL.

4. ALL CSP APJD FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAYBE 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM GAGE OF 16.THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUMDIMENSIONS OF 2"x2°x3 j16" (50 mm x 50 mm x 5 mm) AND 5 1 /2" (140 mm)BOLTS.

5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE.INSIDE DIAMETER D OF THE CSP SHALL BE AT LEAST EQUAL TO BUTNOT MORE THAN 3" (75 mm) GREATER THAN THAT OF THE RCP.

6. CONNECTOR PIPES SHALL BE NOT MORE THAN 5~ (1.5 m) ABOVE THE INVERT.

7. CONNECTdR PIPES SHALL ENTER MAIN LINE RCP RADIALLY.

8. WHEN CONNECTING TO A RCB, SPPWC 333 SHALL BE USED IFTHE TOP OF THE CONNECTOR. PfPE IS LESS THAN 12" (300 mm) BELOWTHE SOFFIT OF THE RC6 OR THE FLOW LINE OF THE PIPE IS LESSTHAN 13" (330 mm) ABOVE THE FLOOR OF THE RCB AT THE INSIDE FACE.

CASE 2

9. SADDLE CONNECTIONS SHALL BE USED WHEN CQNNEGTING TO PIPES 21"(525 mm) OR LESS IN DIAMETER WITHOUT THE. USE OF JUNCTION STRUCTURESOR PRECAST Y BRANCHES.

10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAINPIPE 50 ITS AXIS WILL BE ~N THE LINE AND GRADE OF THE CONNECTINGPIPE.

11. THE OPENING INTO THE PIPE SHALL 8E CUT AND TRIMMED TO FIT THESADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THESADDLE PIPE.

12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHAWN IN CASE 1 ANDCASE 3,


335-2PIPE CONNECTIlJNS 70EXISTING STORM DRAINS SHEET 3 OF 3

~ LATERAL /CONNECTOR PIPE

#3 OR #4 ~ 18°(#10M ~ 450 mm) OC

ROUND EDGES TO RADIUS GOF APPROXIMATE ID OFLATERAL. MAXIMUM ~36° (900 mm) 0p

F

A & B BAR 506mf

~ ---P ~

~ MAIN LINE SEE

NOTE 8 ~

No — i i

TABLE

FOR DIMENSIONSAND BAR SIZES

D2OR

B(INCHES) (mm)

FOR

T(INCHES) (mm)

Qm

ooaa

Qm

~

12 300 4 11p v0

E~

p~`~~

~

E

E,°~

~~~~

E

15 375 4 1 4 11018 450 4 1 /2 12021 525 5 13024 600 5 1 4 14027 675 5 1/2 14030 750 6 16033 g25 6 1 4 16036 900 6 1/2 17039 975 7 18042 1050 7 1/2 190

o

~

innO

°~'~M

~

`~

a

~

~

p

~~in

~

à~

E

`~

i°

45 1125 7 3/4 20048 1200 8 21051 1275 8 1 /2 22054 1350 9 23057 1425 9 1/4 24060 1500 9 1 2 25063 1575 10 26066 1650 10 1/4 26069 1725 10 3/4 280~z 1800 11 28078 1950 11 3/4 30084 2100 121/2 32090 2250 131 4 340 0

~

n~

~N

v

p

E

~~

~~

~

EoN

96 2400 14 360102 2550 151/2 400108 2700 16 410114 2850 16 1/2 420120 3000 17 440126 3150 17 44p

132 3300 171/2 450138 3450 17 1/2 4501 ~ 3600 18 460

~ _ —

STATION ~f ~ M

STATION D BARSPOINT

PLAND BAR

T N,~

Q ~ ~y

ROUND EDGESTO 3" (75 mm R

~ 150„mm ~

~1~

i— ~

STAl10N

~N~T~#4 M~~

fOR #4OM)

~ ~

EL EL

~

~

II~~~~

STA STA

i

~

~

#4 ~ 18° (#13M ~ 450 mm) OC,BOTH WAYS, TO BE USED WHEND2 IS 60" (1500 mm) OR MORE

LONGITUDINAL SECTIOND BARS ~

~ A BARSF BARS

P I 3 OR #4~ 18m 10M ~ 450 B BAR:

~ mm) OC

~ EL R EL S

T~~ 18° (13M ~ 450 mm) OC,OTH WAS, TO BE USED

WHEN B IS 60" (1500 mm)OR MORE ~

~ MAIN LINE

SECTION N'— N"—N"'PROJECTED ON M—M—N"

OR #410M)


PROMULGATED BY THEPUBLIC STANDARDS TRANSITION STRUCTURE STANDARD PLAN

WORKS INC.GREENBOON COMMITTEE

1682 PIPE TO PIPE 340- 2REV. 1995, 2009


NOTES

t. THE HORIZONTAL ANGLE CkF CONVERGENCE OR DIVERGENCE, 6, SHALLNOT EXCEED 5' 45'_

2. VALUES FOR A, B, C, D1 AND D2 ARE -SHOWN ON THE PLANS.ELEVATION R AND ELEVATION S ARE SHOWN WHEN f~EQUIREDBY NOTE 1 d.

3, FLQOR QF STRUCTU'RE SHALL BE` STEEL TROWELED TO SPRING LW E.

4_ REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 A B15 M ,GRADE 30D (40), .AND SHALL TERMINATE 1 1 f2" (4Q mm CLEAR FCONCRETE SURFACES UNLESS OTHERWISE SHOWN_ LONGITUDINALBARS SHALL BE #3 ~R #4 C~+ 18° (#10M C~ 450 mm) OC OR LESS.

5. E~EVATf~N 5 fi,PPLIES AT INSIDE WALL OF STRUCTURE:,.

6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUSOPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THEOPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JO1NTLONGITUDINAL. KEYWAY.

7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTIONOF THE CONTRACTOR TQ MEET RCP ENDS, USING d BARS,LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTIONOF SAME QIAMETER AND SPACING AS SPECIFIED 1N THE TABLE, BUTANY CHANGE IN THE LQCATION QF SPUR :MUST BE APPROVED BY THEEN.GII~EER,

8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESSOTHERWISE SHOWN ON THE PLANS.

9_ WHEN THERE IS N0 SPUR REQUIRED,: A & B BARS SHALL BE OMITTEQ.

10. WHEN ELEVATION R .AND ELEVATION S ARE NOT SHOWN ON PLANS,INLET PIPE SHALL ENTER MAIN LINE RAQIALLY. WHEN INLET PIPE.ENTERS MAIN LINE aTHER THAN RADIALLY, ELEVATION 5 SHALL BESHOWN ON PLANS, AND INLET PIPE SHALL BE LAID ON A STRAIGHTGRADE FROM ELEVATION 5 TO CATCH BASIN OR GRAQE BREAKIN INLET LINE.. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLYWHEN STUB IS TO BE PROVIDED W MAIN UNE FOR FUTURECONSTRUCTION ~F INLET P1PE.

1' FH T EACOVER EXCEEDS ~5E (~H55

nS,jRA~SPECIAL STR: B TURF SHALL CBEDESIGNED FOR THE GO~lER' AND DETAILED ON THE PLANS.

STANDARD PLANS FAR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

340-2SHEET 2 ~F 2

TRANSITION STRUCTUREPIPE TO PIPE

m ~N~N

B ~N

T _ _0

A~ RCB _ _ ~~ _ _ RCB

~N~ ___—

BNm

~" PLAN ~N

OP1lONALCONSTRUCTION ~JOINT

TOPL-BAR

TRANSVERSEBARS

BOTTOM ~ ~L BAR . VERTICAL

BARS

~~

SECTION B—B

STEEL PATTERN SHOWNIS PICTORIAL ONLY,SEE NOTES 2 AND 5

STRUCTION JOINT


PROMULGATED BY THEPUBLIC WORKS STANDMOS INC. TRANSITION STRUCTURE STANDARD PLAN

d2EENBOOK COMMITTEE1892 SINGLE R CB TO SINGLE R CB 341-2

REV. 7995, 2009


NOTES

1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, @, SHALLNOT EXCEED 5' 45'.

2. THE REINFORCING STEEL BAR SIZE, SPACWG AND COVER OVER THESTEEL OF STRAIGHT TRANSVERSE BARS fN TOP AND BOTTOM SLABS., OFL—BARS IN TOP AND BOTTOM CORNERS, OF STRAIGHT VERTICAL BAF~'SIN SIDEWALLS AND~OR LONGITUDINAL DISTRIBUTION AND TIE BARS INTOP OR BOTTOM SLABS ~R S'iDE WALLS SHALL BE THOSE OFWHICHEVER ADJOfNING RCB SECTION PROVIDES THE GREATER. STEELAREA FOR EACH TYPE OF BAR ANQ GREATEST COVER. THE BAR LENGTHSSHALL VARY UNIFORMLY THROUGHQUT THE TRANSITION.

3. THE THICKNESS OF THE WALLS ANQ SLABS SHALL SE THOSE OF THEADJQINING RCB SECTION AT EACH END OF THE TRANSITION ANASHALL VARY UNIFORMLY BETWEEN THE TWO ENpS.

4. f' = 4000 PSI (28 MPa) Afi 2$ DAYS AND THE CONCRETE SHALL BE THESAME MIX AS THE ADJACENT RCB.

5, ALL STEEL EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 (400.).BILLET STEEL CONFORMING TO ASTM A 615 (A 615 M) AND SHALLTERMfNATE 1 1 f2°~(40 mmj CLEAR OF Ct)NCRETE SURFACE UNLESSOTHERUYISE SHOWN.

6. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE STRUCTURAL NOTES APPLYING TO RCB STRUCTURES SHOWN~N THE PLANS.

7. DETAILS. flF CONSTRUCTION JOINTS AND KEYWAYS SHALL BE ASSHOWN ON THE PLANS FAR SfNGLE RCB STRUCTURES.

STANDARD PLANS FOR PUBLIC W4RK5 CONSTRUCTION STANDARD PLAN

341-2TRANSITION STRUCTURESINGLE RC B TO SINGLE RC B SHEET 2 OF 2

~ ~N

O U ~ W ~.-. n' O ~av ~ o ~~ B ~N

v~ + N NO — -- ____H H F Z

~ ---~-- ~ -~--- m\m

RCP OR I RCB ORRC ARCH* ~ RC ARCH*

~— ---~-- I ~ 0

~ _ ~ __--~ ~ o ~ W M —' ---- ~~ v ° N i'' B

HF- HHNF2

PLAN ~a *ARCH MAY HAVE A HORSESHOE-SHAPED, CIRCULAR, ELLIPTICAL

~ v p ~ w r~ OR SIMILAR CROSS SECl10N.

~¢ ~~ ~~a

a < ~ r r~ z.. ~ I ~1

r t ~~ P, SEE NOTE 5

~

_ _I

~ ELEVATIONSTATION ELEVATION

I

STATION

~' ~~ ~1 ~_O v ~ W M~~

~~~~~

w¢a ~-

w_ O N~~

—

~a~ ~r rz~

SECTION A—A ~"

SECTION B—B

~IttL F'AI ItKN SMUWIV IS'ICTORIAL ONLY, SEE NOTES2 AND 7

OPTIONAL CONSTRUCTIONJOINT:

RCB OR ARCH TO RCP USECONST JOINT OF RCB OR ARCH.RCB TO ARCH, USE CONSTJOINT OF RCB


PROMULGATED BY 7HEPUBLJC TRANSITION STRUCTURE STANDARD PLAN

YJCIRKS STANDMDS INCCi2EENBOOK COUAIITTEE

1992 R C B TO PIP E 34Z— ZREV. 1995, 2009


n~ nT~c

1. THE HORIZONTAL ANGLE OF pIVERGENCE OR CONVERGENCE, 9, SHALLNOT EXCEED 5' 45-'.

2. REINFORCING STEEL BAR SIZES, SPACING'., PATTERN AND COVER OVERTHE STEEL SHALL BE AS FOLLOWS:

RCB TO RCP ANLI RGB TO ARCH — THAT OF RCB SECTION.ARCH TO RCP — THAT OF ARCH SECTION.ARCH TO ARCH —THAT OF ARCH ~ECTI~N HAVING THE THICKERWALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUTTHE TRANSITIt~N.

3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS:RCB TO RCP AND ARCH TO RCP — THAT OF ARCH QR RCBSECTION UNLESS THE WALL THICKNESS ~F THE RCP PLUS 1Q0 mm(4") GREATER, IN WHICH CASE THE. CONCRETE THICKNESS SHALLVARY UNIFORMLY FROM THAT QF THE ARCH CSR RCB SECTIONTO THAT OF THE`. RCP WALL PLUS 100 mm (4"}.

RCB TO ARCH ANa ARCH TO ARCH — THAT OF THE ADJOINING RCBOR ARCH SECTION AT EACH END QF THE. TRANSITION A.ND SHALLVARY UNIFORMLY BETWEEN THE TWO ENDS.

4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLYBETWEEN THE. TWO ADJOINING SECTIONS.

5. AT RCP JUNCTl1R'E, EMBEDMENT P SHALL BE 130 mm (5") FOR PIPESIZE OF 2400 mm (9fi") QR LESS, ANQ 200 mm (8") FOR PIPE SIZESOVER 2400 mm (96",~.

6. f~ = 28 MPa (400Q PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THESAME MIX. AS THE ADJACENT RCB.

7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 4~0 (~0)81LLET STEEL CONFORMING TO ASTM A 615 M {A 615) AND SHALLTERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESSOTHERWISE SHOWN.

8_ KEYED CONSTRUCTION JOINTS OF THE 'SAME DIMENSIONS AS THOSEOF THE RCB OR ARCH SECTION MaY BE CARRIED THROUGH THETRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEASECTION B—B.

9_ THE. TRANSITION STRUCTUF~E SHALL BE CONSTRUCTED IN ACCOR~A~~JCETHE STRUCTURAL NOTES APPLYING TO RCB OR ARCHSTRUCTURES SHAWN ON THE PLANS...


342-2TRANSITION STRUCTURERC B TQ PIPE ~yEET ~ ~F 2

STRUCTURAL ANALYSIS REQUIRED WHEN THISDIMENSION EXCEEDS 18" (450 mm}~ N

H

fig" -- _-__,- - DOUBLE

(4 m ' ~ ~RCB =-ys-------~----- -----A - - - - -

~ ---- R 24 ---

-RCB

_ A

PLAN

OPII~CON!JOIN

Jt~; I IUIV H-H

SECTION B-B

~ i tt~ F'A I I tKIV anvwryS PICTORIAL ONLY. SEEVOTES 2 AND 6

CONSTRUCTION JOINT


PROMULGATED BY THE TRANSITION STRUCTURE STANDARD PLANPUBLJC WORKS STANDARDS INC.

GREENBO ~Z~M~~ SINGLE RCB TO DOUBLE RCB 343-2REV. 7995, 2009


NOTES

1'. THE HORIZONTAL ANGLE OF DVERG'ENGE OR CONVERGENCE, 8, SHALLNOT EXCEEp 5' 45'.

2. REINFORCING STEEL BAR SIZE, SPACING AND OUTSIDE COVER SHALLBE THAT OF DOUBLE RCB SECTION.. FOR CURVED TRANSITIONS,SPACE BARS ON CENTER LINE AND PLACE TRANSVERSE STEELRADIALLY:. THE BAR LENGTHS AND DIMENSIONS SHALL VARY UNIFORMLYTHROUGHOUT TRANSITION... LONGITUDINAL BARS SHALL BE CONTINUEDTHROUGH THE JOINTS WITH THE. TRANSITION STRUCTURE.

3. THE CONCRETE THfCKNESS SHALL. BE THAT OF THE DOUBLE RCBSECTI Ofd.

4. PLAN AS SHOWN IS FOR DOUBLE RCB SECTION DOWNSTREAM. WHENdOUBLE RCB SECTION IS UPSTREAM TAPER THE LAST 24" (600 mm) OFCENTER WALL TO END IN 1 1/2" (40 mm) RADIUS.

5. f~ = 4000 PSI (28 MPa) AT 28 DAYS AND THE. CONCRETE SHALL BE THESAME MIX AS THE ADJACENT RCB.

6. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 (400)BILLET STEEL CONFORMING TQ ASTM A 675 (A 615 M) AND SHALLTERMWATE 1 1/2" (40 rnm) CLEAR OF CONCRETE SURFACES UNLESSOTHERWISE SHOWN....

7. TRANSVERSE JOI~JT KEYWAYS, A'S .DETAILED FOR LONGITUDINAL JOINTKEYWAYS AT BASE.: OF OUTER WALLS ON THE PLANS, SHALL BEPLACED IN BOTH SLABS ANQ WALLS AT THE END OF' EACH POUR.

8. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE STRUCTURAL NOTES APPLYING TO RCB STRUCTURES SHOWN~N THE PLANS.

STANDARb PLANS FOR PUBLIC WORKS CON57RUCTION STANDARD PLAN

343-2TRANSITION STRUCNRESINGLE RC 8 TO DAUB LE RC B SHEET 2 OF 3

B 0 ~N

~N~ i____________~ ---- ~

~ ----- --m -- ~-Nm

U ~~ ~~ N

~~

T_ — _ _ — _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — _

W

A m N J ~AH

O mp ~ ~

~ O

FNI 0 ----

aH

H

DI A nl

OPTIONALCONSTRUCTIONJOINT

VARIES

T2 TO T2B

SECTION A-A ~"'I

T T ._

w o~ ~

> ~ I F-"~'w O

VARIES ~ ~

T4 TO TyB > H

SECTION B-B

STEEL PATTERN SHOWNIS PICTORIAL ONLY. SEENOTES 2 AND 5

CONSTRUCTION JOINT


PROMULGAIID BY 7HEPUBLIC WORKS STANDARDS TRANSITION STRUCTURE STANDARD PLAN

INC.GREENBOOK COMMITTEE

1882 DOUBLE RCB TO DOUBLE RCB 344-2REV. 1985, 2009


NOTES

1. HC?RIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 9, SHALL. NOTEXCEED 5' 45'.

2'~ REWFORCING STEEL BAR SfZE, SPA~II~G, LENGTHS, AND OUTSIDECOVER SHALL. BE THAT OF WHICHEVER ADJOINING DOUBLE RCBSECTION PROVIDES THE GREATER STEEL AREA FOR EACH TYPE OF BAR.LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITHTHE TRANSITION STRUCTURE.

3. THE THICKNESS OF THE WALLS A'ND SLABS SHALL BE THOSE OF THEADJaINING DOUBLE RCB 'SECTION AT EACH. END OF THE TRANSITIONAND SHALL VARY' UNIFORMLY BETWEEN THE TWO ENDS.

4. f~ = 4,OOQ PSI (28 MPa) AT 28 GAYS AND. THE CONCRETE SHALL BE THESAME MIX AS THE AbJACENT RCB.

5. ALL STEEL, EXCEPT LONGITUDINAL STEEL. SHALL BE GRADE 60 (40Q)BILLET STEEL CONFQRMING TO ASTM A 615 ~A 615 MZ AND SHALLTERMINATE 1 1/2" (40 mm) CLEAR OF CONC ETE SURFACE. UNLESSOTHERWISE SHOWN,

6. TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUQINAL JOINTKEYWAYS AT BASE OF OUTER WALLS ON THE PLANS, SHALL BEPLACED (N BATH SLABS AND .WALLS AT THE END ~F EACH POUR.

7: THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE STRUCTURAL NOTES APPLYING Tt~ DOUBLE RCB STRUCTURESSHOWN ON THE PLANS.

STANDARD PLANS..FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

344-~TRANSITI()►N STRUCTUREDOUBLE RC B TV L/OUB LE RC B SHEET 2 OF 2

REINFORCING STEEL DETAILS SAMEAS FOR DOUBLE RCB SECTION —r

N

3M

m3 "i --v--

M G~~

~ ~ ----

Jq _ mo0

N

REINFORCING STEEL DETAILS SAME

—y AS FOR TRIPLE RCB SECl10N N

B ~

--- m

VALLEY m------ --U------ ~

R _ T4 ~ VARIABLE L ~

2 ~ -------- — --- ~

11/2 --------- -----

40 mm R A

EQUAL VARIABLE L ~

VALLEY ~w

— — — — — JN_ _ _ a - _h ~N ~

H_ ~

24" '- ----

(600 mm) BSTRUCTURAL ANALYSIS

oM NISION EXCEE sus SECTIONAL PLAN24" (600 mm)

~f A a

OPTIOCONS'JOINT

ELEVATION

STAELEVATION

STATI O~

~~ SECTION A—A ~

SECTION B—B

~M


CONSTRUCTION JOINT


PROMULGATED BY 7HE TRANSITION STRUCTURE STANDARD PLANPUBLIC WORKS STANDARDS INC.

GREENBOOK COIAMIT7EE1982 D 0 U 8 LE R C B TO TRIPLE R C B 345- 2


NOTES

1. HORIZONTAL ANGLE OF DIVERGENCE OR CONVER~ENGE, 8, SHALL FJOTEXCEED 5' 45'.

2. REINFORCING BAR STEEL S[ZE, SPAGItdG, .AND OUTSIDE COVER. SHALLBE THAT OF THE ADJOINfNG RCB SEGTfON WITHIN THE.: LIMITSINDICATED ON THE PLANS. FOR CURVED TRANSITIONSSPACE BARS ON CENTER LINE, ANQ PLACE TRANSVERSE STEELRADIALLY. BAR' LENGTHS AND DIMENSIONS SHAD VARY UNIFORMLYTHROUGHOUT TRANSI110N. LONGITUbINAL BARS SHALL BECONTINUED THROUGH THE J41NTS WfTH TH:E TRANSITION STRUCTURE.

3. CONCRETE THfCKNESS SHALL BE' THAT OF ADJOINING RCB SECTIONWITHIN` TF(E LIMITS INDICATED ON THE PLANS.

4. PLAN AS SHOWN IS FOR TRIPLE RCB SECTION DOWNSTREAM. WHEN1RIPLE R'CB 'SECTION IS UPSTREAM REVERSE THE RADIUS AT ENDSOF DIVISION WALLS AS FOLLOWS:

(A) TAPER THE LAST 24" (600 mm) dF ̀TRIPLE RGB DIVISIONWALLS Td END IN 1 1 j2" (40 mm) RADIUS;

(B) THE 24° (600 mm) EXTENSION OF CENTER WALL OF DOUBLE. RCBSHALL BE OF UNIFORM THICKNESS, T'4, ENDING IN RADIUS = 1 f2Tq:.

5. f~ = 4000 PSI (28 MPa) AT' 28 DAYS AND C0~[CRETE SHAD 8E THESAME MIX A5 THE ADJACENT RCB.

6. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 {400)BILLET STEEL CONFORMING TO ASTM A 615 (A 61.5 M) AND SHALLTERMINATE 1 tf2" (40 mm} CLEAR OF CONCRETE SURFACE UNLESS'OTHERWISE SHOWN.

7. 1RANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINALJOINT KEYWAYS AT BASE OF OUTER WALLS ON THE PLANS,SHALL BE PLACED IN BOTH SLABS AND. WALLS AT THEEND OF EACH POUR,

8. THE 1RANSITION STRUCTURE ̀ .SHALL BE CONSTRUCTED IN AGC~RDANCEWITH THE..STRUCTURAL. NOTES APPLYING TO THE RCB 57RUCTUFtES5H01MN ON THE PLANS,

STANDARD PLANS. FOR RUBLIC WORKS CONSTRUCTION STANDARD PLAN

345-2TRANSITION STRUCTUREDOUBLE RC B TQ TRIPLE RC B SHEET z of z

---- --~----______~_____ =gym=--- U

-U 0 ~ ~~ ~

---- 1-

A~ --- _- --_ --- ~ ---_- --_ -- _ ---

~Aa

— a w

N aR'

PLAN

OPlliCON:JOIN

SECTION A-A

SECTION B-B


CONSTRUCTION JOINT


PROMULGATED BY THEPUBLIC WORKS STANDARDS TRANSITION STRUCTURE STANDARD PLAN

INC.GREENS ~z«~M~~ ~IPLE RCB TO TRIPLE RCB INLETS 346-2


NOTES

1, THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 8, SHALLNOT EXCEED 5' 45'.

2. REINF~RCiNG STEEL BAR S1ZE, SPACING AND OUTSIQE COVER SHALLBE THAT OF THE LARGER SECTION. FOR CURVED TRANSITIONS,SPADE BARS ON CENTERLINE AND PLACE TRANSVERSE STEELRADIALLY. BAR LENGTHS AND DIMENSIONS SHALL VARY llNIFORMLYTHROUGHQU'T TRANSITION. LONGITUDWAL BARS SHALL B~ CONTINUEDTHRQUGH THE JOINTS WITH THE TRANSITiflN STRUCTURE.

3, THE CONCRETE THICKNESS SHALL BE THAT OF' THE LARGER RCBSECTION.

4. f~ = 4000 PSI {28 MPa} AT 28 DAYS AND THE CONCRETE SHALL BE THESAME' MIX AS THE ADJACENT RCB.

5~ BILLEl'TSTEEL CONE ORMINGI TD ~ASTM~AE615~(A L61 5 M) ANDESHALL 00)

TERMINATE 1 1 f2" (40 mm) CLEAR OF CONCRETE SURFACE UNLESSOTHERWISE SHOWN..

6. TRANSVERSE JOINT KEYWAYS, AS DETAILED FOR LONGITUDINAL JOINTKEYWAYS AT BASE OF OUTER WALLS ~N THE PLANS,SHALL BE PLACED IN BOTW SLABS AND WALLS AT THE END OF EACHPOUR;.

7. THE TRAIV5ITION STRUCTURE SHALL BE CONSTRUCTED 1N ACCORDANCEWITH THE STRUCTURAL NdTES APPLYING TO RCB STRUCTURESSHOWN. QN THE PLANS,

STANDARb PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

346-2TRANSITION STRUCTURETRIPLE RC B TO TRIPLE RC B INLETS SHEET 2 OF 2

RCB OR RCP

A~

B ~ STORM DRAIN S

3" (75 mm)(TYP

PLAN

L BOLT GRATE LOCK SEEDETAIL "A" (TOP OF BOLTFLUSH WITH TOP OF GRATE)

SLOPE

N ~o c 20 mM

6" (150 mm CONC PIPE.. p, ..

,~~

..

D

,, ~ RCP

iA 6° (150 mm) CONC PIPE -

STATION

~ . o .,.e .:~..

n

PIPE SLOT,SEE NOTE 3

2" (50 mm)

~: :~

SECTION B - B

- SEE NOTE 2

— 9 1/2" (240 mm~ x 16° (400 mm) U1ILITY BOX WITHCAST IRON GRA SUCH AS °QUIKSET° SERIESNO. WV-16, BROOKS PRODUCTS INC. N0. 3-TG,OR AGENCY APPROVED EQUAL

SLOPEf---

,]=(25 mm) MIN#4 (2-#13M) x 20° (500 mm) LONG

450-C-2000 (265-C-14) CONCRETE COLLAR

SPPWC 334 FOR RCB CONNECTION, TYP, SEE NOTE 2SPPWC 332 FOR RCP CONNECTION, TYP, SEE NOTE 2

Q ..

' p RCB ~ 4° M6 STD STAINLESS STEEL

SECTION A - A

E 1/4-20 UNC-2A(M6 x I)

rn

EE 1 2•

ci m (13 mm)

DETAIL OF L BOLT

•' ~~ F(EX. h~EAb NUTS1 /4" (6 mm) 0 HOLETHRU C'BORE 3 4"20 mm) 0 x 1 f4"

i 6 mm DEEP,HOL S ~ ~ ~~

o~~~.i

~3 ~'m ~~

~~o

— 1/4" (M6) m STAINLESS STEELL BOLTS, SEE DETAIL

DETAIL "A"


PROIAULGATED BY THE STANDARD PLANPUBIJC WORKS STANDARDS INC

CREENBOOK COIIAAITiEE YARD INLET //~350—i.1984REV. 1996. 2009


~rtir~

1. CONNECTOR PIPE

LOCATE PIPE AS INDICATED ON SHEET 1.

2. CONCRETE

FLOOR OF BASIN SHALL SLOPE FROM ALL WALLS TO THE OUTLETAND SHALL BE GIVEN A STEEL TROWELED SURFACE FINISH.

3" (75 mm) THICK CONCRETE ENCASEMENT SHALL BE USED IN LIEUOF 6" (150 mm) THICK CONCRETE ENCASEMENT WHEN REQUIRED BYSPPWC 332 OR 334.

3. GENERAL

GRATING AND BASIN ARE NOT DESIGNED FOR VEHICULAR TRAFFIC ANDSHALL NOT BE USED IN LOCATIONS WHERE SUCH TRAFFIC WILL OCCUR.

EMBED UTILITY BOX 1 /2" (15 mm) INTO CONCRETE COLLAR. SEAL PIPESLOTS IN UTILITY BOX WALLS WITH CONCRETE.


332 JUNCTION STRUCTURE PIPE TO PIPE (INLET I.D. ~ 24" (600 mm))334 JUNCTION STRUCTURE PIPE TO BOX (INLET I.D. ~ 30" (750 mm))


350-2YARD INLETSHEET 2 OF 2

END SECTION STATION POINT. ALL TIE DIMENSIONSFOR CSP SHOWN ON THE PLANS ARE TO

~ THIS POINT

i -----

A _ ~I II ~ ~ _ A (SHEET 1 & 2)

11 _ \~- - - I ------

CORRUGATED STEELBAND CONNECTOR.SEE NOTE 6

CONSTRUCT BERM TOHEIGHT OF TOP OF INI

SEE NOTE 9

END SECTION FOR CSP

FLOW LINEShop

F12" (300 mm)

POINT B

SLOPE = 4

CORRUGATED STEEL 3-PIECE2 WELD 90° ELBOW

GALVANIZED PROTECTION BARS

PLAN

1 III ~~ s`?

CORRUGATED STEEL2-PIECE 90' ELBOW

ALTERNATE GROUND LINE

VD

SEE PLANS

CORRUGATED STEELw ~ BAND CONNECTOR

Q v _ 200 mm ~~ ~ 100 mm E ~CONC PIPE

Q ~ _ o OR RCP> ~ E, ` o

~~

SECTION A-ACASE 1

Z— D W Q

• ~~

CONCRETE COLLAR450-C-2000(265-C-14)

NOTE: IFOR CASE 2 & 3, SEE SHEET 2.



GREENBOOK COMMITTEE CSP FLARED INLET //~351 —iD84REV. 1996, 2009


CONSTRUCT BERM TOHEIGHT OF TOP OF IN

END SECTION FOR CSP

FLOW LINE

12" (300 mm)-~~

POINT B

SEE NOTE 9

Z CONCRETE COLLAR~ SPPWC 380

12e 00 mm ~

10 0 ~ ~00

CONC PIPE W ZOR RCP ° N a

STRAIGHT GRADE TO INLET

SECTION A-A (SHEET 1)CASE 2

CORRUGATED STEELBAND CONNECTOR.SEE NOTE 6

CONSTRUCT BERM TO CORRUGATED STEELHEIGHT OF TOP OF INLET 2-PIECE 90' ELBOW

SEE NOTE 9 9° (225 mm)+ t/2D ALTERNATE GROUND LINE

END SEC110N FOR CSP

FLOW LINE ~ ~ S.

SAO

,~

I ~ Ia

'OFSoti

I~ ~nm ~

12° (300 mm) Q~w

POINT B ~ >

SLOPE = 4~ '

TOP OF RCP OR BURN OR CUT PIPE TO SURFACETOP SLAB OF RC8 p OF CONCRETE. SEE NOTE 7

SEEPLANS

SECTION A-A (SHEET 1)CASE 3


351-2CSP FLARED INLETSHEET 2 OF 3

NOTES

1. ANGLE A MAY BE ANY ANGLE AS REQUIRED.

2. ELEVATION OF POINT A SHOWN ON PLANS.

3. POINT B SHALL BE PLACED 12" (300 mm) BELOW THE FLOW LINE OFEXISTING DITCH UNLESS OTHERWISE SPECIFIED ON PLANS.SLOPE SHALL BE SET IN FIELD BY THE ENGINEER.

4. THE HEIGHT OF THE RISER FOR CASE 1 & 3 SHALL VARY ASDETERMINED BY THE ELEVATION OF POINTS A & B, OR BY THE TOPOF STORM DRAIN CONDUIT AND ELEVATION OF POINT B.

5. CORRUGATED STEEL BAND CONNECTOR IS NOT REQUIRED FOR INLETSIZES 24" (600 mm) DIAMETER OR LESS.

6. IN ALL CASES, CONNECTION TO THE STORM DRAIN CONDUIT SHALLBE IN ACCORDANCE WITH THE APPLICABLE JUNCTION STRUCTURE,TRANSITION STRUCTURE, OR MANHOLE.

7. ALL CSP AND FITTINGS SHALL BE GALVANIZED.

S. PUNCH HOLES IN CSP AND WELD 3/4" (20 mm) GALVANIZED BARSHORIZONTALLY IN PLACE ACROSS OPENING.

9. COAT WELDED, CUT AND ABRADED SURFACES AS SPECIFIED INSSPWC 210-3.5.

10. INLET SHALL NOT BE USED IN WATER COURSES SUBJECT TO DEBRISFLOWS. A STRUCTURE HAVING A PROTECTION BARRIER SHOULD BEUSED.

11. END SECTION MAY BE ARMCO STANDARD END SECTION, BETHLEHEMSTEEL CO. FLARED END SECTION FOR CSP, OR AN AGENCY-APPROVEDEQUAL.


351-2CSP FLARED INLETSHEET 3 OF 3

4" x 4" CHAMFER(100 x 100 mm) r~ HINGE

f~' /PER TABLE 3DETAIL K / ~

REINFORCED1 CONCRETE BOX

C C I I I N I I I I TI I I I I p I I I I Ii~iIIIIIIIIIAIIIIVIIIII TOP MEMBER

~ 1 ~ I I I I I I II I I I I I I I I I I SIDE MEMBERH p III p I I II I I I I I 1 I I I I II I I I I

1 L 111LLJ11 LLJ11 LILJ11~3~~~Trn~Trn~Tr

MID MEMBER

T75 mm ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SAND PLATE (WHERE REQUIRED)

MID SUPPORT, VERTICAL MEMBERS

E E DETAIL GFARING PLATE,

DETAIL F

BOTTOM ~ 6"MEMBER 150 mm) MAXI

Wr~

THREE-HINGED INLET./OUTLET BARRIER

FOR RCB

~ ~2~~,~ ~ 300 mm) ~,~ H

cn LIFTING

Y I I I I I A I I I I ~ 2/3 HB LUG, DETAIL J~I I I I I I U I I I I ~ ~ SAND PLATE (WHERE REQ'D)IIIIIIVIIII

H ~p~ * ~b~ 25' ~ MID MEMBER

Hg

FLOW

BEARING PLATE

TWO-HINGEDINLET/OUTLET BARRIER SECTION A-A

FOR RCB



GREQdB00K CONMIT7EE1993

SLOPED PROTECTION BARRIER //~360_REV. 2005, 2009

L


~BWH

3'(~S ~~FqR

~'`~)

BEARINGPLA1E

MID SUPPORT '-'& BEAR NG PAD

WF~~ 1

~B

TRAPEZOIDAL OUTLET BARRIERFOR RCP

FOR TRAPEZOIDAL OUTLET BARRIERS, USE WH TO DETERMINE NUMBER AND SIZE OF HINGESAND USE WF TO DETERMINE REQUIRED FRAME MEMBER SIZES.

#5 (#16M) BARS4~ 20" (500 mm) LONG

(100 mm 4 EA HINGE

OUTLETSTRUCTURE

25'REINFORCED HCONCRETE PIPE

6" MAX150 m m BOTTOM

FLT MEMBER

E~ N

BEARING PLATE ~

SECTION B-B


360-2SLOPED PROTECTION BARRIERSHEET 2 OF 8

TABLE

1 -

STANDARD IN

LET/OUTLET TOP MEMBER

SIDE

MEMBERS

BOTTOM MEMBER

BOX S

IZE, W x H

VERT

ICAL

BARS, (mm)

4'x4

'(1.2 x

1.2 m)

1 "x1 /2"

(25 x

13)

C 4x7.25

(C 102 x

10.

8)C 4x7.25

(C 102 x

10.

8)TS 2x2

x0.2

50TS 5

1 x

51 x 6)

~TS

4~x6

~(1.2 x

1.8)

2"x1/2"

(51

x 13)

C 4x7.25

C 102 x

10.

8)C 4x7.25

(C 102 x

10.

8}TS 2x2

x0.2

5051

x 51

x 6)

4'x8

(1.2

x 2.

4)3"x1/2"

76 x 13

C 5x9

~C 127 x

13.

4)C 5x9

C 127 x

13.

4)TS 3x3

x0.2

50(TS 76 x 76 x

6)

~~

6'x4

1.8

x 1.2)

1 z1/2"

~25 x

13~

C 4x7.25

(C 102 x

10.

8C 4x7.25

~C 102 x

10.

8)TS 2x2

x0.2

50(TS 51

x 51

x 6)

r-

D6'x6

~1.8 x

1.8)

2'x1/2"

51 x 13)

~76

C 4x7.25

C 102 x

10.

8~C

C 4x7.25

(C 102 x

10.

8)TS 2.5x2.5x0.250

(TS 64 x

64 x

6)

06'

x8'

(1.8

x 2.

4)3"x1/2"

x 13)

C 5x9

127 x

13.

4)C 5x9

(C 127 x

13.

4)TS 3.5

x3.5

x0.2

50TS 89 x

89 x

6)

~TS114x114x6

~D

6x10'

(1.8

x 3.0)

4 1

/2"

x1 /2

"x1/

2°(114 x

13)C 6x10.5

(C 152 x

15.

6)C 6x10.5

(C 152 x

15.

6)TS 4.5

x4.5

x0.2

50p

8'x4'

(2.4

x 1

.2)

1(25 x

13)

C 4x7.25

(C 102 x

10.

8)C 4x7.25

(C 102 x

10.

8)TS 2x2

x0.2

50(TS 51

x 51

x 6)

m8'x6'

2.4

x 1.8)

2"x1 /2"

(51

x 13)

C 4x7.25

(C 102 x

10.

8C 4x7.25

C 102 x

10.

8)TS 2.5x2.5x0.250

(TS 64 x

64 x

6)

~8'x8'

~2.4

x 2.

4)3"x1/2"

(76 x 13)

C 5x9

(C 127 x

13.

4C 5x9

~C 127 x

13.

4)TS 3x3

x0.2

50TS76x76x6

D8'x10

(2.4

x 3.0)

4 1/2"x1/2"

(114 x

13)C 6x10.5

(C 152 x

15.6

C 6x10.5

(C 152 x

15

.6)

TS 4.5

x4.5

x0.2

50(TS 114

x 114

x 6)

Z cn10'x6

3.0

x 1.8)

2~~x1/2~

(51

x 13)

C 4x7.25

(C 102 x

10

.8C 4x7.25

(C 102 x

10

.8)

TS 2.5x2.5x0.250

TS64x64x6

~~

10'x

8'~3

.0 x 2.

4)3x1/2

(76 x

13)

C 5x9

C 127 x

13.

4C 5x9

(C 127 x

13.

4TS 3.5

x3.5

x0.2

50(TS 89 x

89 x

6)

Oo

10'x

10'

(3.0

x 3.0)

4 1/2"x1/2"

(114 x

1j)C 6x10.5

~C 152 x

15.6j

C 6x10.5

(C 152 x

15.6

TS 4.5x4.5x0.250

(TS 114

x 114

x 6)

~12

'x6'

(3.6 x

1.8)

2'~x1/2~

(51

x 13

C 5x9

(C 127 x

13.

4C 5x9

(C 127 x

13.

4)TS 3x3

x0.2

50(TS 76 x

76 x

6)

~12

'x8'

(3.6 x

2.4)

3'x1/2'

(76 x

13)

C 5x9

C 127 x

13.

4)C 5x9

(C 127 x

13.

4TS 3.5

x3.5

x0.2

50(TS 89 x

89 x

6)

W12

~x10

~(3.6 x 3.0)

4 1/2"x1/2"

"x1/2"

114 x

13)

~51

C 6x10.5

~C 152 x 1

5.6)

C 6x10.5

(C 152 x

15.63

TS 4.5x4.5x0.250

(TS 114

x 11

4 x 6)

r14'x6'

(4.2 x

1.8)

2x 13)

C 5x9

(C 127 x

13.

4)C 5x9

(C 127 x

13.

4TS 3x3

x0.2

50(TS 76 x 76 x

6)

~14'x8'

(4.2 x

2.

4)3"x1/2"

(76 x 13)

C 6x10.5

(C 152 x

15

.6)C 6x10.5

(C 152 x

15.6

TS 4x4

x0.2

50(TS 102 x

102 x

6)

Q14

'x10

'(4.2 x

3.

0 m)4 1/2"x1/2"

(114 x

13)C 7x1

2.25

(C 178 x

18.

2)C 7x1

2.25

(C 178 x

18

.2)

TS 5x5x0.250

(TS 127 x

127 x

6)

p

Z~ ~

TABLE2 -OCEAN OUTLET

W~

D~

BOX SIZE,W x H

VERTICAL BARS, (mm)

TOP MEMBER

SIDE MEMBERS

BOTTOM MEMBER

~~

4'x4'

1.2

x 1.

2 m)2 1

/2"x5/8"

(64 x

16)

C 5x9

(C 127 x

13

.4)

C 5x9

(C 127 x

13

.4)

TS 3x3x0.250

(TS 76 x 76 x

6)

~c

4'x6'

~1.2 x

1.8)

3 3/4"x5/8"

(95 x

16)

C 6x13

(C 152 x

19

.3)

C 6x8.2

C 152 x

15

.2)

TS 4x2x0.313

(TS 102 x

51 x 8)

m~

4~x8~

(1.2

x 2.

4)5 1

/4"x5/8"

"x5/8°

(133 x

16)C 8x1

8.75

(C 203 x

27.9)

C 8x1

1.5

~C 203 x

17.1)

TS 6x2x0.250

(TS 152 x 5

1 x 6)

~6'x4'

(1.8

x

1.2)

2 1

/2

~(64 x

16)

C 6x13

(C 152 x

19

.3)

C 6x8.2

(C 152 x

15

.2)

TS 4x3x0.313

(TS 102 x 76 x 8)

z6'x6'

1.8x1.8

~ )

33 4'x58"

~

~95x16 )

C 6x13

(C 152 x

19

.3)

C 6x8.2

(C 152 x

15

.2)

TS 4x4x0.500

TS 102x102 x13

(

)6'x8'

1.8

x 2.

45 1

/4"x5/8"

~ 133 x

16)C 8x18.75

(C 203 x

27.9)

C 8x11.5

(C 203 x

17.1)

TS 6x4x0.375

TS 152 x

102 x

1)

~TS

6'x1

0'~1.8 x

3.0~

6 1/2"x5/8"

(165 x

16)C 9x20

(C 229 x

29.8)

C 9x13.4

C 229 x

19.9

TS 7x4x0.375

178 x

102 x

10)

8'x4'

(2.4 x

1.2)

2 1/2"x5/8"

64 x

16

C 5x9

C 127 x

13.4

C 5x9

~C 127 x

13

.4)

TS 3x3x0.250

(TS 76 x 76 x 6)

8'x6'

2.4

x 1.

8)3 3/4"x5/8"

~95 x

16~

C 6x13

~C 152 x

19.33

C 6x8.2

(C 152 x

15.

2)TS 4x3x0.250

TS 102 x

76 x 6)

~TS

8'x8'

~2.4

x 2

.4)

5 1/4"x5/8"

(133 x

16

C 8x1

8.75

(C 203 x 27.9

C 8x11.5

C 203 x

17.1)

TS 6x2x0.250

152 x

51

x 6)

8x10'

(2.4 x

3.

0)6 1/2"x5/8"

(165 x

16~C 9x20

(C 229 x 29.8

C 9x13.4

~C 229 x 19.9

TS 7x3x0.250

(TS 178 x

76 x 6)

10'x

6'10

'x8'

3.0

x 1.

8)~3

.0 x 2.

4)3 3/4"x5/8"

5 1/4"x5/8"

(95 x

16)

133 x

16

C 6x13

C 8x1

8.75

C 152 x

19

.3)

C 203 x

27.9)

~C

C 6x8.2

C 8x11.5

(C 152 x

15.2

(C 203 x

17.1

TS 4x4x0.313

TS 6x4x0.313

(TS 102 x

102 x

8)

(TS 152 x

102 x

8)

~' ~J

d ~

10'x10'

(3.0 x

3.

0)6 1/2°x5/8°

165 x

16~C 9x20

229 x

29.8)

C 9x13.4(C 229 x

19.9

TS 7x3x0.313

TS 178 x

76 x 8)

~TS

m ~ 0

12~x

6~(3.6 x 1.

8)3 3/4°

x5~8

'~(95 x

16)

C 7x14.75

C 178 x 22.0)

C 7x9

.8C 178 x

14

.6TS 5x4x0.313

127 x

102 x

8)

~ Q o

12'x

8'(3

.6 x 2.

45 1

/4"x5/8"

133 x

16

C 8x18.75

~C 203 x

27.9)

C 8x1

1.5

~C 203 x

17.1 ~

TS 6x4x0.375

(TS 152 x 102 x

10)

`''I

12'x

10'

(3.6 x

3.0~

6 1

/2"x5/8"

165 x 16~C 9x20

C 229 x

29.8)

C 9x13.4(C 229 x

19.9

TS 7x4x0.375

(TS 178 x

102 x

10)

o

~N

14'x

6'(4.2 x

1.8)

3 3/4"x5/8"

"x5/8"

(95 x

16)

C 8x18.75

~C 203 x

27.9)

C 8

x11.

5C 203 x

17.1)

~CTS 6x4x0.375

(TS 152 x 102 x

10)

0°

z14

'x8'

(4.2 x

2.

4)5 1/4

(133 x

16)C 8x18.75

(C 203 x

27.9)

C 8

x11.

5203 x

17.1)

TS 6x6x0.375

(TS 152 x

512 x

10)

14'x

10'

(4.2 x

3.0 m)6 1/2"x5/8°

(165 x

16)C 9x20

(C 229 x

29.8)

C 9x13.4(C 229 x

19.9

TS 7x5x0.500

(TS 178 x

127 x

13)

TABLE 3 - HINGESN0. OF HINGE

BOX SIZE, W x H HINGES SIZE

4'x4' (1.2 x 1.2 m) 2 12" (300)4'x6' (1.2 x 1.8) 2 12" (300)4x8' (1.2 x 2.4) 2 12" (300)6'x4' (1.8 x 1.2) 2 18" (450)6'x6' (1.8 x 1.8) 2 18" 450)6'x8' (1.8 x 2.4) 2 18" 450)6'x10' (1.8 x 3.0) 2 18" (450)8'x4' (2.4 x 1.2) 3 12" (300)8'x6' (2.4 x 1.8) 3 12" (300)8'x8' (2.4 x 2.4 3 12" (3008'x10' (2.4 x 3.0~ 3 12" (30010'x6' (3.0 x 1.8) 3 18" (450)10'x8' (3.0 x 2.4) 3 18" (450)10'x10' (3.0 x 3.0) 3 18° (450)12'x6' (3.6 x 1.8) 3 24" (600)12'x8' (3.6 x 2.4) 3 24" (600)12'x10' (3.6 x 3.0) 3 24" (600)14x6' (4.2 x 1.8) 3 24" (600)14'x8' (4.2 x 2.4) 3 24" (600)14'x10' (4.2 x 3.0 m 3 24" (600)

DETAIL KSIDEMEMBER

TOP MEMBERUNDERSIDE

SECTION C-C

6" OC, TYP ~ "-12°SAND PLATE

X50 mm 25-300 m

3/8" (10 mm)

VERTICALBARS(TABLE 1

MID MEMBERS 1 4" 63"x3"x3/8'(~s x ~s x ~o

mm)SECTION D-D

TABLE 4 - HINGECLEARANCES (mm)D X Y

4" (10) 2° (50) 3" (75)5" (127) 2 1/2" (65) 3 1/2" (90)6" (152) 3" (75) 4" (100)7° (178) 3 1 /2" (90) 4 1 /2" (115)8" (203)4" (100) 5" (125)9" (229)4" (100) 5" (125)

PLATE

JG PLATE~"x8'

(~s x 125 mm~ DETAIL F `'`' " goo X 20o mm)2 PER BEARING PLA E

BOTTOMMEMBER B~TM

SIDES

MID SUPPORT ~SAME SIZE ASBOTTOM MEMBER END PLATE

BEARING PLATE-MATCH WIDTH OF

EVERY SUPPORT

4" s mm OTHER DETAIL G

BAR

1/4" (6 mm) _ NUT &WASHER

PL 1 1/2"x9"x9" -(38 x 225 x 225 mm)

i.

BOND BREAKER ~~~a ~ •~•• ~'

ALL TO PERMIT ~ ~ '~

BARS BOLT REMOVAL ~ ~:

SPLICE EYE ~ ° . ~ tr..'TO SHANK w/ ''APPROVED WELD EOR COUPLING ~1 E

BOTTOM NOTE A:

MEMBER OLDS 1" (25 mm) FOR

WELDS 1 1/2" (40 mm) FORNOTEA 1 4" 6mm H =8' &10'(2.4 &3.Om)

SECTION E-E

N

2 1

(32~mm)"DIA X90 mm) DIA

DETAIL J



EE

(100 mm)

•~ <, .. _ a.

#5 (#16M) BARS20" (500 mm) LONG 3^BOTH WAYS ~75~~

1" (25 mm) BOLT1 ~~

'~.rfr~

SEE DETAIL B

UT & WASHER

PLATE Q

• •,~ ~ 1" (25 mm) GROUT

~~ ~ 1 ° (25 mm) STD PIPE SLEEVEd .~ .'~

•~, .

+ ~.

DETAIL P

— — pl

~ TOP MEMBER

SEE DETAIL M — ~ ~ i 2" ~3vu mm j ~~

L~

12" (300 mm, HINGE

PL 1 /2"(13 mm

4' MAX~10a mm 3/16" (5 mm

SECTION L-L

N~~ PLATE Q

&WASHER-NOTE 5

1 /4"x 1 1 /2"x 1 1 /2"(PL6x38x38mm)

HINGE PIN 1 1/4"(32 mm)

DETAIL BB

~2" (50 mm)DOUBLE EXTRA STRONGPIPE

DETAIL M

O PLATE Q7/8" (22 mm) THICK2 EACH HINGE

E ~E ~

°- o~ N ~v

,~ ~n

(15 mm)

HOLES 1 1 16"27 mm

3"(75 mm~

6150 mm

DETAIL P



4"

L~ ~. .': . ..

#5 (#16M) BARS20" (500 mm) LONG 3~BOTH WAYS 75 mm

1° (25 mm) BOLT~~.~

a

RSEE DETAIL CC — — — — — — —

TOP MEMBER

SEE DETAILS fig" (450 mm)

R~

18" (450 mm) HINGE

4" MAX(10

NUT & WASHER

~' " PLATE V

~~ ~,~ ~ ~~ ~ 1" (25 mm) GROUT~~~ .

~'~ 1" (25 mm) STD PIPE SLEEVE.~~ ° ~...a,:

L~J

SECTION R-R

E EE~ ~

Q1 o cO o~ ~N ~

11~~ PLATE V

PL 5/8"(16 mm)

2" (50 mm)DOUBLE EXTRA STRONG PIPE

DETAIL S

3 8"(10 mm)

O

(55 mm) ' (120 mm)9"

(230 mm)

DETAIL U

&WASHER—NOTE 5

PL 1 /4"x 1 1 /2"x 1 1 /2"(6x38 x38 mm)

HINGE PIN 1 1/4"(32 mm)

DETAIL CC

Y

SHEET 4PL 5/8"(16 mm)

HINGE PIN

~~~PLATE V

SECTION T-T

PLATE V7/8" (22 mm) THICK2 EACH HINGE

(27 mm

2 1 4,•55 mm



4"(100 mm

5 (#16M) BARS ~: ~ ~;=:20" (500 mm) LONG ~ 3~~BOTH WAYS 75 mm

1" (25 mm) BOLT!'i .

.~ ~~~r

SEE DETAIL D

SECTION W-W

& WASHER

PLATE AA

a~~~~ 1° (25 mm) GROUT

~_~~1" (25 mm) STD PIPE SLEEVE

s ~ .'-

DETAIL Z

~~ 24" (600 mm) ~

~ti~

24" (600 mm) HINGE

PLATE AA1'1

PL 3/4"(19 mm)

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

~Y

3 mm) DOUBLE EXTRA STRONG PIPE

DETAIL X

i z"(300 mm)

O O

E ~E ~o~o ~"' `~' 1 2°

(13 mm)

O

(75 mm) 150 mm (75 mm)

UT &WASHER-NOTE 5

PL 1/4"x2"x2"(6x50x50mm)

HINGE PIN 1 1 /2"(38 mm)

DETAIL DD

PLATE AA

YSEE

SHEET 4

HINGE PIN

PL 3/4"(19 mm)

SECTION Y-Y

~~PLATE AA7/8" (22 mm) THICK2 EACH HINGE

DETAIL Z

HOLES 1 1 /16"(27 mm)


360-2SLOPED PROTECTION BARRIERSHEET 7 OF B

NOTES:

1. SUBMIT FABRICATION ("SHOP") DRAWINGS FOR APPROVAL PER SSPWC 2-5.3.3.

2. WHENEVER THE REINFORCED CONCRETE BOX SIZE FALLS BETWEEN SIZES SHOWN INTHE TABLES, USE THE HINGE AND MEMBER SIZING FOR 1NE LARGER BOX SIZE SHOWN.

3. FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER.

4. HINGE ASSEMBLIES. AND BEARING PADS SHALL BE STAINLESS STEEL.

5. MAKE NECESSARY MODIFICATIONS TO ALLOW THE SIMPLE REMOVAL OR INSERTION OFHINGE PINS FOR INSTALLATION OR REMOVAL OF THE PROTEC110N BARRIER. THREADTHE END OF HINGE PINS SO THAT NUTS AND LOCK WASHERS ARE FLUSH WITHTHE HINGE SLEEVE PIPE. DAMAGE THE THREADS BEYOND THE NUT FACE TO PREVENTLOOSENING. SEE ALSO ALTERNATE DETAIL BELOW.

6. GALVANIZE FRAME MEMBERS AFTER FABRICATION.

7. MINIMIZE OR ELIMINATE WELDING AFTER GALVANIZING. REPAIR POST—FABRICAl10NWELDS IN ACCORDANCE WITH SSPWC 210-3.5.

8. INSTALL A MID SUPPORT FOR BARRIERS WITH THREE HINGES.

9. INSTALL SAND PLATES AT OCEAN OUTLETS.

10. DESIGN LOADS:A. INLET/OUTLET BARRIER: BULKED EQUIVALENT FLUID DENSITY = 85 PCFB. OCEAN OUTLET:

1. 1,800 PSF (S6 kPa) OVER SAND PLATE AREA2. 600 PSF (29 kPa) OVER LOWER OPEN AREA

HINGE SLEEVE 1 ~4° (6 mm) PIN IN DRILLED HOLE

HINGE PIN

SPOT WELD ENDS TOPREVENT REMOVAL

ALTERNATE HINGE PIN ATTACHMENTUSE ONLY WHERE APPROVED


360-2SLOPED PROTECTION BARRIERSHEET 8 OF S

STIFFENER BAR3" x 3/8"(76 x 10 mm) WELDEON BOTTOM OF RACKWHEN LR IS 72"(1.8 m) OR MORE

HEADWALLAND WINGWALL~

-_====-t

OUTLE~ _CONDUIT ~

--~___-- ~

L\

BOLTS PER NOTE 5

LR

72„(1.8 m) MAX „

~~ ~ 4„

~~~ 6, mm

L

SEEICASE AFOR DIMENSIONS

~~~-•_„~~~

~~

• ~ ISI ~~

~: C! •

• ~ ! , , ~~ r_

. u ~i~~

■

;~:~~-

~~~•'/ ~~ } SHEET 2~\ ~ ~

~ o:~~ '~ ~ RACK PLAN

CASE A ~~so oa ~~ CASE B SLOPE PROP

~'~~ o~

SEE SECT C-C, SHEET 2

S1IFFENER (WHEN REQ'D)

~ BARS 3"x3/8°

-- _~~6 x 10 mm) TYP HEADWALL TOP OF CHANNEL~ '--1 ~

___-- SEE SECT D-D, -_i ~-- I I SHEET 2 _ `~-j

PCC SUPPORT -_ ~C- ;.

RACK SECTION

.~

~_

.~.~~il I ~._ ~ I I I ~~ I IIi~~,~.PCC SUPPORT

DETAIL E

SLOPES I'~~\\'~

~\

RACK FRONTL..

PCC SUPPORT

HEADWALL

I~If11~1I~1~11//'

h


PROMULGATED BY THE STANDARD PLANPUBLJC WORKS STANDARDS ING

GREFIJBOOK COMMITTEE1993

SASH RACK (INCLINED) //~361 -REV. 2005, 2009

L


z HEADWALL OR~ +--1 WINGWALLr~ ~..L :r~ a ....

_ ~ f :...e~.;~, ~ BARS 3x3/8

o ~ I (76 x 10 mm)~ 1 1/2"

(38 mm)

•~. ~

. ,.n .

(6 mm)V

SECTION C-C

50 mm

4n ~,~

100 mm 25 mm)

ELEVATION 5 8"15 mm)

DETAIL F

1 1 2..X38 mm)

ROUNDED

. - ~r~rnn--Tnnr Z ~.:;.~::.

EN

..

SECTION D-D I. _I~ 2•,

(305 mm) MIN

~4 (#13M)

#3 (#10M)~~24" (610 mm),3" (75 mm)MIN COVER

SLOTTED HOLEPER DETAIL F

' PCC SUPPORT--' REMOVABL

DETAIL E PORTION

" (8 mm) R ~ ' 0~ " ° " °.

(25mm) MIN ~' •o p~ • ° ,0

o a"' 'a o'_

e~.

JSE ONLY FOR2EMOVABLE PORTION

PLAN

THREADED ROD

(13x175 mm)

OXY

RETROFIT ATTACHMENT

NOTES

1. MAXIMUM SIZE OF OUTLET FOR THIS RACK IS 48" (1200 mm) PIPE OR 48" (1.2 m) WIDE RCB.MAXIMUM LENGTH OF RACK LR IS 10'-0" (3 m).

2. ADJUST LR SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO 1 VERTICAL.

3. THE PCC SUPPORT IS NOT NEEDED IF THE INLET STRUCTURE HAS A SUITABLE CUTOFF WALL.THE PCC SUPPORT SHALL NOT REPLACE THE CUTOFF WALL.

4. GALVANIZE RACK AFTER FABRICATION.

5. BOLTS SHALL BE 1/2"x7" (13 x 175 mm). BOLTS FOR REMOVABLE PORTION SHALL BESTAINLESS STEEL. PROVIDE WASHERS AT EACH BOLT.

6. SUBMIT SHOP DRAWINGS PER SSPWC 2-5.3.3. FOR RETROFIT WORK, INCLUDE DETAILS FORATTACHMENT TO EXISTING STRUCTURE.


361-2TRASH RACK (INCLINED)SHEET 2 OF 2

#4 ~ 12" (#13M ~ 300 mm)

L/2 (TYP)

t I ~'~'-

N

NEW OR ° I _EXST PIPE

FLOW ~0 I

f

~4 ~ 12"(#13M ~ 300 mrr

6" MIN.150 mm

CUT --- -------NO. 2 CUT N0. 1LINE of

a0o

9O, CUTN0. 2LINE

fi" MIN. BUT Nl150 mm

3.14 (D ~ „~

DETAIL "A" (SEE NOTE 10)SONG-TUBE, OR EQUAL, INTERIOR FORM

CUT NO. 1: SAW THE NBE AT AN ANGLE OF A/2 WITH THETRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTHSECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A.

CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A S1RIP3.14 (Dp-D) WIDE ON THE SIDE OPP051TE THE OPEN JOINT.BEND THE ENDS Qf THE CUT TOGETHER AND INSERT THETUBE IN THE PIPE.

560-G-3250 (330-C-23) CONCRETE

-~

1 -1 //

~~

~l

1 ~ NFo" Eks\

F~

~;, ,L

3- 4 ~#13M) CIRCULAR TIES,SE~ N ,7E 9

1" (25 mm) (T1P)

D L T

12" (300 mm) 12" (300 mm) 4" (100 mm)

18" (450 mm) 12" (300 mm)5" (125 mm)

24° (600 mm)~2" (300 mm)6" (150 mm)

30" (750 mm)18" (450 mm)7" (175 mm)

36" (900 mm 18" (450 mm)9" (225 mm)

2" (1054 mm)18" (450 mm)9" (225 mm)

48" (1200 mm fig" (450 mm)10° (250 mm

57' (1425 mm)18' (450 mm)10" (250 mm

0" (1500 mm 21" (525 mm) 11" (275 mm)

6" (1fi50 mm 21" (525 mm) 11" (275 mm)

2" (1$00 mm)24" (600 mm)12° (300 mm

OF PIPE L ~v~

DETAIL "B"

REINFORCED CONCRETE PIPE


PRDIJULGATED 8Y THE CONCRETE COLLAR FOR RC B STANDARD PLAN~~~ „~S ~,~o~s ,N~.~~B°°K ~M„~

,~g2 12" (30D mm) THROUGH 72" (180Q mm) 3$0— 4REV. 1995. 1897. 1 BB9. 2009

SHEET t OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

NOTES

1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADEEXCEEDS 10~.

2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1)

1F THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACETHAT IS GREATER THAN. 1" (25 mm), BU7 iS LESS THAN 3" (75' mm)A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITHSSPWC 306-1..2.4.

IF THE EXTREME E~1DS OF THE PIPE LEAVE A CLEAR SPACETHAT 15 EQUAL TO OR GREATER THAN 3" (75 mm) BUT LESS THAN6" (150 mm), A CONCRETE COLLAR lS REQUIRED. IF THE CLEARSPACE IS 6" {150 mm) OR GREATER, A TRANSITION STRUCTURE.IS REQUIRED.

3. CONCRETE COLLAR SHALL NOT BE' USED FOR A SIZE CHANGE ONTHE MAIN LINE.

4. CONNECTOR. PIPES

A. WHERE PIPES ~F QIFFERENT DIAMETERS ARE JOINED WITH ACONCRETE DOLLAR, LAND T SHALL BE THOSE OF THE LARGERPIPE. Q=Dt OR D2, WHICHEVER IS GREATER.

B, WHEN D~ IS EQUAL TO OR LESS THAN D2, JQIM INVERTS ANDWHEN D~ IS GREATER THAN D2. JOIN SOFFITS.

5. FOR PIPE LARGER THAN 72" (1800 mm) 'SPECIAL DOLLAR DETAILSARE REQUIRED.

6. FOR PIPE SIZE NQT LISTED USE NEXT 51ZE LARGER..

7, REINFORCEMENT SHALL CONFQRM TO ASTM A 615 (A 615 M) GRAdE40 (300).

8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULARTIES SHALL BE D+(2X WALL THICKNESS) + T.

9. REWFORCING SHALL BE USED WHERE THE PIPE DIAMETER ISGREATER THAN 21" (525 mm) AND ON .ALL PIPES WHERE THE SPACESBETWEEN THE EXTREME OUTER ENDS fS 3~ (75 mm) OR LARGER.

CIRCULAR TIES: PIPE DIAMETER NO. OFCIRCULAR T1ES

21" (525 mm) l~R LESS 324" (600 mm) TO 30" (750 mm) 333" 825 mm TO 57° 1425 mm) 460" (15t~D mm) TO 72" (1 SOd mm) 5

WHERE THE .SPACE BETWEEN PIPE ENDS EXCEEDS 3" (75 mm), THENUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN ANAPPROXIMATE SPACING OF 6" (150 mm) Q.C.

10. WHERE THE PIPE IS 21" 525 mm) OR LESS IN DIAMETER AN INTERIORFORM OF UNSEALED SON —TUBE OR EQUAL SHALL. BE USED TOPROVIDE A SMOOTH INTERIOR JOINT. THE PAPER .FORM MAY BE

OR LARGERAAERESMOVABLE INTERI RH FORM SHALL IBE2USED6 OR THEINTERIOR JOWT SHALL. BE COMPLETELY FILLED WITH MORTAR ANDNEATLY POINTED.

STANDARD PLANS fOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

380- 4CONCRETE COLLAR F4~ RC B12~ 300 mm THROUGH 72" 1800 mm SHEET ~ ~F 2

SALVAGE EXISTING FRAME ANDCOVER AND MANHOLE CONE

1~ —FBICONSTRUCT 6'x6' (2 m x 2 m) SQUARE PLUG 1 ~ _~ I N

---- ~ e. :•

--- — =a •~ i.. 11 ~~~

#4 ~ ~2~ (#13M ~ 300 mm), BOTH WAYS I tll ~

N

EXIST. RCB

EXISTING ~rRCB ~6"~i

MANHOLE ABANDONMENTVARIES

SEAL FOR RCBS~RFACEED

I I 2~p 4X12"

#13M ~ 300 mm) MAX,8" MIN ~ ~ BOTH WAYS(200 mm I ~

3fi" MAX ---- ~ REMOVED CONNECTOR PIPE(900 mm) e;o:'.;.

S" MIN '~(200 mm fl CONSTRUCT SQUARE

A A CONCRETE PLUG

150 mm)

~ANDONMENT SEALFOR RCB INLET

~4 ~ 12° (~13M ~ 300 mm)MAX, BOTH WAYS (MAYBE OMITTED FOR 18"(460 mm) DIA OR LESS)-

4 ~ 12°#13M ~ 300 mm) MAXBOTH WAYS

SECTION A— A

E EXISTING RCP

~ REMOVEDF CONNECTOR PIPE

F~~°i~

~%i a ~~~

''. ~tr ~~

~~ti I ~

~ /oo2As ~

'ti '~i ~ /9-1- i ~ /

~~i

8° (200 mm) MIN r ~~r-~ABANDONMENT SEALFOR RCP INLET

ROUGHENEDSURFACE


PROMULGATED BY lHE ABANDONMENT SEALS STANDARD PLANPUBLJC WORKS STANDARDS INC.

GREENBOOK COMMITTEE1684 FOR MANHOLES AND INLETS 381- 2


#5 (2-#16M) EACH FACE

SOFFIT

RCB SECTIONREINFORCEMENT —

6" (150 mm6" (150 mm 12•

4" 100 mm 300 mm) 5'-4" (4 - 1.6 m)BARS CUT IN FIELD FROM

2" 50 mm LONGITUDINAL BARS THAT WOULDOTHERWISE FALL IN OPENING

5'-0° (1.5 m

~A

ELEVATION

~ ~,r(#13M ~ 300 mm

'es~~

N~~a

~N E

N~,

.IE

m

3-~6 (#19M) A.S. x 8'-2" (2.5 m)

i i 6" (150 mm)

' d

—6' (150 mm) x 6°(150 mm) FILLET (TYP

4 (#13M) STIRRUP

—#5 ~16M) A.S. x

—ADD 2—#5 (#16M) E

— 2—#5 (_#16M) A.S. x8'-2" X2.5 m~INVE T

'a L.-r—~ 2" (50 m

#13M (#4) STIRRUPS

3—#6 (#19M) A.S. x S~-2" (2.5 m) 12'

300 mm

SECTION A-A

~"' E

E NE

d


PROMULGATED BY THEPUBLIC WORKS STANDARDS WIND 0 W DETAILS FOR STANDARD PLAN

INC.GREENBOdC COMMITTEE

1984 MULTIPLE RCB STRUCTURES 382-2REV. 1986, 2009


NOTES

1. THIS STRUCTURE MAY BE USED WHERE:a. DEPTH OF COVER DOES NOT EXCEEQ 1 Q' (3.0 m).

b. CLEAR SPAN OF QNE BARREL DOES NOT EXCEED 12' (3.6 m).WHEN THESE LIMITS ARE EXCEEDED,. WINDOW OPENING DETAILSSHALL BE AS SHOWN ON PLANS.

2. LONGITUDINAL BARS SHALL BE CUT IN THE F1ELD 2" (50 mm) FROM OPENING.

3. RQUND ALL EDGES TO 2" (50 mm) RADIUS.

4. NO TRANSVERSE CONSTRUCTION JOINT SHALL BE PLACED WITHIN 5'-0"(1.5 m) OF WINDOW.


3$2-2WINDOW DETAILS FORMULTIPLE RC B STRUCTURES SHEET 2 of

NOTCH GE ~ ~'~DETAIL "A2"Al

NOTE:PLATE AND ANCHOR BOLTS NOT SHOWN.

PRECAST RCP SECTION

LOOKING UPSTREAM

RCP INVERT

Q j DRAINAGE NOTCH~ RCP

3"

DETAIL "A2"

'TI(ONAL)~ R

z4°(600 mm)

MULTIPLE OF

NEXT VELOC TYCONTROL RING,SEE NOTE 2

.~: e:

VELOCITY CONTROL RING(PRECAST RCP)

'::. '~ xl

FLOW

••. a•. ~ . ~•.. a•...2

\~~ DETAIL "A3"

SECTION Al -A1

FLOW

(40/mm) MIN--~ (5/mm

~ ~ ~ PL 1~2" (15 mm) x600 mm 360 (GALVANIZING

NOT REQUIRED)

x

451. •D. ..p ~%/

.. , '~ ~j

~ ~ ~ ~~~ ~ ~ HIGH STRENGTH,•~ ~~ •~ ~~ ~•' NON—SHRINK GROUT

1" (25 mm) MIN.3/8" as x 4" J—BOLT(10 mm~ x 100 mm),

•HIGH STRENGTH, STUD ANCHOR ORNON—SHRINK GROUT EQUIVALENT ~ 18"

(450 mm) OC, SEE NOTE 6

NOTE:PLATE AND ANCHOR BOLTS NOT SHOWN. DETAIL ~~A3~~


PROMULGATED BY THE VELOCITY CONTROL RING STANDARD PLANPUBLIC Wd2K5 STANDARDS INC.

QiEENBOOK COMMITTEE1893 PRECAST RCP SECTION 383-2

REV, 7995, 2009SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

NOTES

1. DRAINAGE NOTCH OF VELOCITY CONTRQL PRECAST SECTIONS SHALLBE PLACED QN THE RCP INVERT AND CENTERED ON THE RCPCENTERLWE.

2. THE LOCATION AND SPACING OF THE VELOCITY CONTROL RINGS ARESHAWN ON THE. PLANS. THE SPACING BETWEEN THE RINGS UPSTREAMTO 'DOWNSTREAM SHALL BE A MULTIPLE OF 4'-0" (1.2 m).

3. PRECAST RCP VELOCITY CONTROL RINGS SHALL BE MANUFACTUREDPER SSPWC 207-2. REINFORCING STEEL CAGES SHALL BE THESAME AS THAT OF THE ADJACENT RCP .EXCEPT THAT AN ADDITIONALCAGE MAY BE ADDED. THE RING NEED NOT BE D—LOAD TESTED.

4, VALUES D AND H ARE SHOWN ON THE PLANS. THE VALUE H SHALLBE A MULTIPLE QF 1 1 /2" (37.5 mm).

5. THE MINIMUM INSIDE DIAMETER (D-2H) SHALL BE 36" (900 mm).

6. #3 (#10M) REINFORCING STEEL. BARS 12" (300 mm) LONG WELDED TOTHE ~~2EWFORCING CAGES MAY BE USED IN PLACE OF THE J BOLTSOR STUD ANCHORS.

7. CONCRETE STRENGTH FQR VELOCITY RINGS SHALL BE 5,000 PSI(35 MPa) AT 28 DAYS.


383-2~~,EET 2 ~~ z

VELOC IN CONTROL RINGPRECAST RC B SEC TION

rB (SHEET 3)GREATER OF 20 BARDIAMETERS OR T2 (SHEET 3)

A- A-7

B-1~ B-3

B-1SEE NOTE 1,SHEET 10 -2

A-3 A-6DETAIL E~i ~r ~ A-4

I' ~

\ ~Fy _ ~

o - —

PIPE ORBOX PERPLANS

T2

1- '1

RCP

N C-1

o ° D-2z ~ #4 ~ 18"w = (#13M ~ 460 A

A-1 BEND AS ~ N ~ (SHEE1

SHOWN ONA-2 SECT B-8

- - ~ -

d T3 S' YMMETRICALABOUT ~

Ts/Z

~I 1\ ~ 5' (1.5 m) HIGH

CHAIN LINK FENCEB PER SPPWC fi00 H

L T6

RIPRAP, BACKFILL,RETAINING WALL OR RIPRAP

PLAN WING WALL PER PLANS

..E

T2 E To

N ~ r. T ~3o i" E T /3

A-4 0 '- ~ ET2 3 ~ _ °o ~ ~

4 100 mm MI ~ ~

00

2xT2 #5 ~ 12,•(#16M ~ 300 mm)

RCB ALL AROUND

DETAIL E DETAIL F SHEET 3~


PROMULGATED BY THE ENERGY DISSIPATOR IMPACT BASIN STANDARD PLANPUBLIC WORKS STANDARDS INC

GREENBOgC WMMITfEE1093 yy~TM ~RTICAL BAFFLE WALL 384-3


8-1 ~

A-3 ~

D

FLOW

T2 L

a CHAIN LINK FENCE#4 ~ fig" NOT SHOWN.(#13M ~ 460)

3/4'~ (20 mm)CHAMFER ~ o

2

dz ~

A-2– B-1

-8-~ ~ia /3 . ~

DPIPE OR BOX PERPLANS. MAX INLETPIPE SLOPE = 0.10. ~SEE PLANS REGARDING ~NEED FOR THRUST UNDISTURBEDBLOCK &/OR PCC EARTH, TYP

COLLAR.

4" OR 6" FILLET(100 OR 150 mm), TYP

B-1 & B-2BARS, BOTHSIDES—,.

\ ~,` O ~ (50 mrrj < F9'~ o CLEAR

6 ~F1 -~p I 45'

45'

2 #5 0(#16M) _ ~

~~

~ ~~S: #4 ~ 12°(#13M ~ 300)

2 #4 (#13M)

BAFFLE WALL

4 A-1 CORNER BARS

#4 ~ 12" (#13M ~ 300)A-1 dTIES: #4 ~ 12"

- (#13M ~ 300) -

. tt T~G s=0.02 MIN -°

I ~~4 ~ ~~4 ILq_g ~ p-1

4 #8 C#25M) D 2 ~AT CENTER PIER C_2

ARMOR PLATESSEE SHEET 7

SECTION A-A

SYMMETRICALABOUT ~

~~

2 #5 (#16 M)BARS EACH FACE

A-3 & A-4 BARSTOP &BOTTOM

SECTION D- D

'!j'/

J

C(SHEET 3)

Ts

U

14 ~ 18"13M ~ 460

T6

TS

C

4 #8 (#25M)3/4" (20 mm) TIES: #4 ~ 12"CHAMFER (#13M ~ 300)

CV~~(50 mm) o

~ ~ M

T3

NOTE: ARMOR PLATE NOT SHOWN.

SECTION G- G


384-3SHEET 2 OF 10

ENERGY DISSIPATOR - IMPACT BASINWITH VERTICAL BAFFLE WALL

8" (200 mm) 3/4" (20 mm)4 ~ 18••~#13M ~ 460)

CHAMFER~ 2~~

B-2A-5

(300 mm) A-1 & A-2 B-1BARS

A_6

v

d 4 ~ 2„ M

d~2 305 mm~°

20 BAR ~~ DETAIL F (SHEET 1)DIA A-8

W 4 W 4

SECTION B-B (SHEET 1)

A-7

4° R 6" FILLETB-3 (100 OR 150 mm)

12"2" CLEAR (305 mm)50 mm

W 4

~ w o 20 BAR DIAD-1 A-8 Z~

ww=~~

SECTION H-H (SHEET 1)

f W f ING WALL RETAININGWALL AS REQUIRED

S=2:1 OR SYMMETRICAL

PER PLANS ABOUT ~12•,

( mm

NOTE: 3/8" (10 mm)~ PREMOLDED

ADDITIONAL RIPRAP OR ~ JOINT FILLERBACKFILL AS REQUIRED. o

RIPRAP0

BEDDING

SECTION C-C (SHEET 2)STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

384-3ENERGY DISSIPATOR - IMPACT BASINWITH VERTICAL BAFFLE WALL SHEET 3 OF 10

mD

Dm

c~zD

0z

0

mz

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Ol 133HS 'S310N 33S*

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N91S34 H19N32i1S

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N~IS30 H1~N32~1S

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N~IS30 SS32iLS ~NIN210M

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(OSZ ~ WSZ#)„O L ~ 8#(00~ ~ WSZ#)„Z L ~ 8#(0~~ ~ WSZ#)„~ l ~ 8#L—d(5Zl ~ YVZ~#)„S ~ Ol#(OOl ~ WSZ#)„~ ~ 8#(OOL ~ YVSZ#),~ ~ 8#9—b(SZ L ~ W9l#),.5 ~ S#(OO L ~ YVF L#)„~ ~ ~#(00~ ~ WZZ#)dZ l ~ L#5—d(5z ~ ~ w~ ~#)„s ~ ~#(ooz ~ ws ~#)„a ~ 5#Soo~ ~ w5z#wa ~ ~ g#~—d(OSZ ~ WSZ#)„O l ~ S#(OOZ ~ WZZ#)8 ~ L#(00~ ~ W6Z#~„Z l ~ 6#~—d(SZl ~ WIZ#)„S ~ 8#(OOZ ~ INZ~#)„9 ~ OL#(OOZ ~ W6Z#)~,8 ~ 6#Z—d(5Z L ~ W6Z#)„S ~ 6#(OOl ~ YVSZ#)„~ ~ 8#(05l ~ W6Z#)„9 ~ 6#l—b

N91S34 H1~N32~1SOSZ ~ WSZ

~ ,Ol ~ 80~~ ~ W6Z„~l ~ 6(SLZ ~ WSZ#)„ll ~ 8Z-4

00~ ~ W~ l#Z l ~ ~#)(00~ ~ W~ l#)„Z L ~ ~#(00~ ~ W~ l#)..Z l ~ ~#L—d00~ ~ W9l#(„Z L ~ S#)(00~ ~ W9l#)..Z l ~ S#(08~ ~ W9l#)„5 G ~ 5#Z—~00~ ~ W9l#(„Z l ~ S#)(00~ ~ W9l#)„Z L ~ S#(08~ ~ W9l#)„S l ~ 5#L—~5LZ ~ W9Z#(„ L l ~ 8#)(00~ ~ YVSZ#).,Z L ~ 8#(09~ ~ W5Z#)„~ l ~ 8#~-8OSZ ~ WE l#(„O l ~ ~#)00~ ~ YV~ L#)„Z l ~ ~#(00~ ~ W~ l#)uZ ~ ~ ~#Z-8OSZ ~ W~ l#0 l ~ ~00~ ~ W~ l#Z l ~ ~#Z G ~ ~#l-8OO l ~ YV6Z(„~ ~ 6#)5Z L ~ W6Z5 ~ 6OO L ~ WSZ#~ ~ g8—dOSZ ~ YVSZ#(„O l ~ 8#)(00~ ~ WSZ#).,Z l ~ 8#(0~~ ~ YVSZ#)~~~ l ~ 8#L—dOO l ~ WZ~#(, ~ ~ Ol#)(OO l ~ W6Z#)~ ~ 6#(OO l ~ W6Z#)~ ~ 6#9—d00~ ~ WSZ#(„Z l ~ 8#)(00~ ~ WZZ#)„Z l ~ L#(00~ ~ WZZ#)„Z l ~ L#5—dOOZ ~ W6l#(„8 ~ 9#)(00~ ~ WZZ#)„Z l ~ L#00~ ~ W6l#~~Z ~ ~ ~~—b004 ~ W9l#(„~ ~ S#)(OOL ~ W9l#)~~ ~ S#~OOZ ~ fN6l#~ug ~ ~~—dOOl ~ W6Z#(„~ ~ 6#)(OO L ~ W6Z#)~ ~ 6#(OOl ~ WSZ#)u~ ~ g#Z—bOOl ~ INZF#(„~ ~ Ol#)(OOl ~ WZ~#)„~ ~ OL#(00L ~ W6Z#)„~ ~ 6#l—b

N~IS3a SS32i1S 9N1~1?JOM

(08Z)„llOSZ„Ol

S099)„9Z(O l9)u~ZOAS)„ Z51(O lS)..OZ(OLD).,5~8 ~~0~~~„L l*~l(099)„9Z(O l9)~,~Z(OSS)„~Z~109~)„~ l(09~).~~ ~(09~)W~ ~ZlO~/b.r9~,.SZ(095)„ZZ(OdOZ* Gl~7Liu~-~ ~~~ r

rlS)~+

~7~i

I

p~-~QY

(081)„0—,90891)~~9—.5(OZSI)„0—,S~

(091)„~—,5(OZS l)„~—~SOZ~ l)„S—,~P(088)..0—,91(OLS~)„0—.51~OLZ~)„0—,~lo(099).,0—.Z l(O~~F)„~—, l L(OOZE)09—,0 Lq(088)„0—,91OLS~),.0—.51OLZ~)„0—,~ lv(09621)„9—,Z~06121)W~—~~~~O~~ll)n9—,L~~(OZ~L)„0—,~Z(0989)„9—,ZZ(009)„0—, lZH

(OSL6)..0—,Z~0~ l6..0—,0~(O~S8)„0—,8ZH101M

OL 133HS 'S310N 33S*

J~

xANCHOR STUDS ORHOOKED ANCHORS 24" MAWELDED TO STEEL PLATE ~1 10 m m

~ jo 0 0 0 0 0 0 0 0 0

~ ~ o 0 `~ 0 0 0 0 0 0 0 0 0 0

`~v `1/4" (6 mm) STEEL PLATE, A360 0 0 o O o o~ ~~ o 0 0 0

N E-0 12 1 2" Ez~ 320 mm ~

~Mo 0 oN o

~ ~ d 2 d 2 d 20 o vM

K~

N o9"... ~

T~ 1 2" 230 m m ¢ ~ ~cV(15 mm ~ o E z

~~ ~ ~~N N (fl

NOTE:

ARMOR PLATE ASS'Y w/WELDED STUD ANCHORS ~SHALL BE EMBEDDEDINTO WET CONCRETE.

ARMOR PATE DETAIL ~SHT ~>

E .EE ~

~ o o~ C~Iv N

.-.x~¢~

0~~N v

FLAT PLATE

i 3a►~~~~_r~~

COLUMN ~ _ ENO

SECTION J-J

COLUMNREINFORCEMENTNOT SHOWN

BAFFLE WALLREINFORCEMENTNOT SHOWN

1/4" (6 mm)BENT STEEL PLATE

~ ANCHOR STUD

STRUCTION JOINT

J 3/4" (20 mm)J CHAMFER

9"

QEC~ C

a-N ~p

~~BAFFLE WALLREINFORCEMENT

'4 NOT SHOWN

305 mm

EN EZ

~~N cp

MH

SECTION K-K


384-3ENERGY DISSIPATOR - IMPACT BASINWITH VERTICAL BAFFLE WALL SHEET 9 OF 10

ARMOR PLATE ANCHORS

TOTALBENT

FLAT PLATE ANCHORSN M ~ ~ ~ ~

PLATE 3o

30

30

30

30

30

30

WIDTH mm ANCHORS ~ ~ ~ ~ ~ ~ ~ X, mm Y, mm

4'-0" (1220) 6 3 3 3'-11 ° (1190) 1'-0" (3106~—an (1830) 6 4 4 5'—~~" (1800 1'-9" (5408~—ate 2440 6 7 5 2 7'—~~" (2410 2'-6" (760)10'-0~ ~3050~ 6 9 6 3 g'-1~" (3020) 3'-3" (990)12~-4 (3660) 6 12 7 2 3 »'—~~" (3630) 4'-0" (1220)14'-0" (4270) 6 14 8 2 4 13'-11" (4240) 4'-9° (1450)16'-0" (4880) 9 15 9 2 4 ~ 5'-1 ~" (4850) 5~-6" (1680)18'-0° (5490) 9 18 10 2 2 4 17'-11" (5460) 6'-3° (1910)20'-0" (6100) 9 20 11 2 2 5 19'-11" (6070) 7'-0" (2140)22'-0" (6710) 9 23 12 2 2 2 5 21'-11° (6680 7'-9" (2360)24~-0" (7 20) 9 25 13 2 2 2 6 23'-11" (7290 8'-6" (2590)26'-0~ (7920) 9 26 14 2 2 2 6 25'-11 ° 7890 9'-3" (2820)28~—~ (8530) 12 29 15 2 2 2 2 6 27'_~~° ~8500~ 10'-0" (3050)30'-0" (9140) 12 31 16 2 2 2 2 7 29'-11" (9130) 10'-9" (3280)32'-0" (9750) 12 32 17 2 2 2 2 7 31'-11" (9720) 11'-6" (3510)

NOTES:

1. PCC COVER FOR RE—BAR SHALL BE 2" (50 mm), EXCEPT AS OTHERWISE NOTED. WHEN PCCWILL BE POURED AGAINST BARE EARTH, HOWEVER, INCREASE WALL THICKNESS SHOWN INTABLES BY 1" (25 mm) AND INCREASE PCC COVER TO 3" (75 mm).

2. PCC COVER FOR RE—BAR WITHIN IMPACT CHAMBER SHALL BE 2-1 /2° (65 mm).

3. TABULATED METRIC REINFORCING BAR SPACING IS IN MILLIMETERS.


384-3ENERGY DISSIPATOR - IMPACT BASINWITH VERTICAL BAFFLE WALL SHEET 10 OF10

~~ ~~ E'`~ ~

TOP 'SLAB-OUTSIDEREINFORCEMENT, AS7Eo

TOP DISTRIBUTION~ ̀z°3, v~ REfNFORCEMEMT, x+56~Q ~

o~ SYMM RICAL

mm

.r

v;.~zv -SEE DETAILS 3 AND 4

?~~ j FDR TYPICAL REINFORCING

r~`

\ 1 II~ ~ BOTTOM ~E DISTRIBUTIQN~n ~ REINFORCEMENT,

N o ~S5U

mm

n~`~ ( SPAN S ~ ASl

FI ~ ~ ~ W,4LL THICKNESS, Tw~cn ~' z~ A S3~ ~ a

LONGITUDINAL REINFORCEMENT-FOR CLARITY, NOT ALL STEELSHOWN. SEE NOTE 11 ONSHEET 13.

INVERT SLAB-OUTSIDEREINFORCEMENT, ASS 1" 25 mm INVERT SLAB THICKNESS, Tb

COVER

EARTH COVER LESS THAN 2~"t;6Q0 mm~

OUTSIDELONGITUDINAL MINIMUM LENGTH EQUAL TC3 SPACING QFTOP SLAB

~r~

LONGITUDINAL WIRES PLUS 2" 50 mrn TYPt ) C )y \' THICKNESS, Tt Mavv ~~~ ~ / ~ ~~ ~ ~ '~ SEE DETAILS 1 AND 2W ~ ~ Q ~ FOR TYPICAL REINFORCING

~ ̀

'~ ~ ~ ~ /~~~ /~- SEE DETAIL 5

SEE SECTIQN A-A FOR ~ ~ NJOINT 'REfNFORCEMENT n

~ ~~ COVERTHIS AREA ~ SYMM 1CAL mm

LONGITUDINAL REINFORCEMENT-FOR CLARITY, I~OT ALL STEELSHOWN. SEE NOTE 11 ONSHEET 13.

wA

~ SPAN S S1

WALL THICKNESS, Tyy

~AS3 ^000zi ''~ ~ ~ 1" 25 mm COVER

b ~~ ~ ~y M _ ~ t1" (2b mm) COVERINVERT 5LA8 THICKNESS, T A

NOTE: OUTSIDE LONGITUQ(NAL

HAUNCH, H = EARTH COVER 24" 610 mm) .AND GREATERWALL THICKNESS

TYPICAL B~~C SEGTfONS

STANDARD PLANS FQR PUBLIC WORKS. CONSTRUCTION

PRQMULGATFA BY THE STANDARD PLANP~B~c ~`~ ST""°"R°S'~~~~a~ ~M„~~~ PRECAST REINFORCED C4NGRETE BOX 39 ~-1

REV. 2013USE WITH STANDARD SPECIFfCATfONS FOR PUBLIC WORKS CONSTRUCTION SHEET t OF 42

~.

~ OUTER CAGE TRANSVERSE~ ~ REINFORCEMENT AT GROdVE END

~N ,~,, 1 2'. 13 mm MIN T,~,~ ~~ 0 2 50 mm MAX

~o

~~6°(150 m~,) ~NGITUDiNkLr"~~~N "`~~~REINFORCE~ENT

E

SQFFIT ~ F~ LQW

`v o INNER GAGE- A5~(TOP)` cy A$3{INVERT)

INVERT

ti~ N T'1 r~~, g JOINT SHALL CONFQRM

1MTH ASTM G990 ORAASH70 M-198

" 150 mmMIN LONGITUDINAL—~~`~' REINFORCEMENT

E 1 2° 13 mm MW ~,1.~~E 2 5~ mm MAX~ ~ ~ OUTER CAGE TRAWSVERSEN ~ REINFORCEMENT AT GROOVE ENDa.- c~

SECTION A-ATAP AND INVERT SLAB JOINT REINFORCEMENT

ASl '~S1

4 BAR DIAMETERTOP AS2 MIN RADIUS 4 BAR DIAMETER

IhlVERT AS3 qs4 ~ —~ 2" 38 mm) MIN RADIUS

4 100 mm MAX FOR TOP ASZ

MIN FOR 4 (100 mm) 8c INVERT AS3

6" (150 mm) 5" (125 mm) WAILS SIDE A~4

& ABOVE WALLS

DETAfL 1 DETAIL 2INNER REINFORCEMENT PTI~N

STANDARD PLANS FOR PUSLIC WORKS CQNSTRUCTIONSTANDARD PLAN

~9a ~PRECAST REINFORCED CONCRETE BOXSHEET 2 OF 42

1 LONGITUDINALWIRE SPACE

PLUS 2" (50 mm),10" (250 mm) MIN

50 m MIN 4 BAR DIAMETER MIN RADIUS

aS1

j~p AS7 1-1 2" 38 mm MAX FORINVERT AS8 4 100 mm &

TOP A AS4S25° (125 mm) WALLS

INVERT AS3 4" 100 mm MIN FOR6" (150 mm)& ABOVE WALLS

DETAIL 3REINFORCEMENT ARRANGEMENT

,_,,,,, 1 LONGITUDfNALWIRE SPACE

PLUS 2" (50 mm),10" (250 mm) M1N

2" 50 mm MIN4 BAR DIAMETER MIN RADIUS

TOP ASSINVERT AS$ q~.~

TOP AS2INVERT ASSSIDE A~4

D TAIL 4OPTION

STANDARD PLANS FOR PUBLIC WaRKS CONSTRUCTION STANDARD PLAN

390-1PRECAST REINFORCEQ Ct~NCRETE BOXSHEET 3 OF 42

OUTSIDE CAGE* WIRES_4- A ~ BF AT

~— ---

THAT ARE Y~LDED SHALLt$" (450 mm} MIN SPACING

r-------

~------

~ ~

~aINSIDE CAGE'S

WELDING OR LAPNOT ALLOWED

CRITICAL ZONES OF H1GH STRESSWHERE WELDING IS RESTRICTED

*INDICATES NO—SPLICE ZONES

MINIMUM LENGTH EQllAL TOSPACING OF LONGITUDINALWIRES PLUS 2" (5" ̂'^^~ rT'~D1

DETAIL 5OPTION


390-1PRECAST REINFORCED CONCRETE BOXSHEET 4 dF 4

"W° WIDTH VARIES—SEE. TABLE

MASTIC ELEMENTRUSHER ELEMENT-

PROTECTIVE FILMELEMENT

IODATION QF JOINT— EXTERIOR SURFACE

EXTERNAL SEALING BAND. SCHEMATIC

TaeSPAN, S ~~p EXTERNAL SEALkNG

BAND WIDTHFT mm INCHES mm4-6 1200-1800 9 2257-8 2100-2400 11 275

1Q-12 3000-3600 14 350

NOTES:

t. THE INSIDE SURFACE QF THE. PRCH 50FFITSHALL BE MARKED "TOP",

2. "W" MINIMUM SHAH EQUAL THE WALL THICKNESS."W MAXIMUM SHALL BE 8" (200 mm) fOR SPANS THROUGH8' (2400 mmj AND 14` (350 mm) FOR. SPANS OVER 8' (2500 mm).

3. fÒR EXTERNAL SEALING BAND APPLICATIONS SEE BELOW.

EXTERNAL SEALING BANDQN TOP OR AROUND BOX

E ~E ~0 00 0co ~p

"ct ~.N N

SINGLE BOX MULTIPLE BOXES

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARQ P~,aN

390-1PRECAST REI~IFI~RCED CONCRETE BQXSHEET 5 OF 42

LIFTING NQLES, 51~E & LaCATIONTO BE DETERMINE[) BY FABRICATQR

AT MULTIPLE CELL INSTALLATIONS, FILL. GAPBETWEEN SECTIQNS WITH EITHER PLOWABLE FILLGROUT OR SAND WITH AT LEAST THE TC~P TWOFEET (BOQ mm) FILLED WITH PLOWABLE FILL GROUT

4"t1 2" 1QOmmf 13 mm)

w

SPAN S

2"x4" (50 x 1D0 mm) WOOD SPACER

6" (150 mm) CAIN GRANULAR FOUNDATION FILL MATERIAL

TYPICAL SECTIONSHaWS INSTALLATION ~F MULTI-CELL LOCATIONS.

SINGLE CELL 1NSTALLATIQN IS SEMILAR.

SOFFITFLOW

INVERT

RUBBER BASED PRE-FORMEQFLEXIBLE JOWT SEALANT(ASTM 0980 OR AASHTOM-1~8) DR CEMENTMdRTAR

TYPICAL JOINT DETAIL

STANDARD PLANS FOR PUBLIC WQRKS CONSTRUCTION STANDARD PLAN

~9~-~PRECAST REINFaRCED CONCRETE BOXSHEET 6 OF 42

LEGEND

STRUCTURE EXCAVATION ~ LEI~UNG BED MATERIAL

STRUCTURE BACKFILL ~; ,~ ROADWAY STRUCTURAL SECTIQN95% RELAl1VE COMPACTION

ROADWAY EMBANKMENT ~ ORIGINAL GROUND

SLURRY CEMENT BACKFILL .,,, PLOWABLE FILL GROUT(SEE TYPICAL SECTION ON SHEET ~)

TYPICAL NOTES:

1. SLOPE OR 'SHORE EXCAVATION SIDES AS dETERMINED 8Y THE ENGINEER

2. DIMENSIONS SHAWN Af~E MIWIMUM.

3. CONSTRUC710N OF ROADWAY STRUCTURAL SECTION SHALL NOT DISTURB THESEALING BAND INSTALLATION.

OG = ORIGINAL GROUND GP = GROUND PROFILE

~~tT \vvtl i~n~i/

24" 600 mm

EXCAVATION

OG

OR GP

,-.

E0

~24" (600 mm) ~

24" 60Q mm

A K

GP

\~ ~~ ~~ ~

~\ •

~i~~iii«iii~iii~~ 4~i■ .......................~i

.~~ .~~

.~• .~r

•

~ ° r ~ ~ •

EXCAVATION AND BACKFILL DETAILS 1

STANDARD PLANS FOf~ PUBLIC WORKS CONSTFZUCTION STANDARD PLAN

3~~i~PRECAST REINFt?RCED CONCRETE BOXSHE T 7 dF 42

4" t 1 f2" (100 mm ~ 13 mm)

0

io

24" (6Q0 mm}

24" 600 mm

EXCAVATION

4„f1/2"(100mmf13mm)

_~

24" (6Q0 mm)

_ 24" (6D0 rc

OG OR GP

IN TRENCH

~~24" (600 mm)

24" (60Q n

4°t1

IN EMBANKMENT

FILL HEIGHT GREATER THA(J 24" ~60~ mm~

EXCAVATIQN AND BACKFILL DETAILS 2

NQTE. SEE LEGENQ AND TYPICAL NOTES ON SHEET 7

mm f 13 mm)

100 mm t 13 mm}

STANDARD PLANS FOR PUBLIC WORKS COh1STRUCTION STANDARD PLAN

390-1PRECAST REINFORCED CONCRETE Bt~XSHEET 8 OF 42

* 12° (300 mm) WHERE METHOD 1 dR 2BACKFILL IS USED.24" (600 mm) WHERE METHOD 3BACKFlLL IS USED.

E E E ~ ~ ~oa o ~ EXGAVAl10N

0 0~,

iv - ~ GP _ ~, GPcV

r i ~ f ~ i

12° 30Q mm) ~ t 300 mm) E ~4" E6~Q mm ~12" .(300 mm) 0 12° (3D0 mm) 0 24" 800 mm ,°~

~ ~v

METHOD 1 ~ METHOQ 2 ~ METHOd 3 ~

BACKFILL

FILL HEIGHT 24"(600 mm~ OR LESSEXCAVATION AND BACKFILL DETAILS 3

NOTE: SEE LEGEND AND TYPICAL NDTES ON SHEET 7

STANDARD PLANS FAR Pl1BUC WORKS ClJNSTRUCTI~N~TaH°°`R° P~'°`N

Aga-1PRECAST REINF~JRCED CONCRETE BQXSHEET 9 OF 42

4"t1/2"(100mmt13mm)

OG

A

,,~ EXCAVATION 12" 300 mmE ~E E ~0 o E~° ~ 4" 1 2" 100 mm t 13 mm) fl 4" f 1 2° 100 rnm t a3 mrr~

0II k~y N

xN

n~ ~'1

,-j

~e

12" 3QQ mm 12" 300 mm

12" (300 mm) 12° (30p mmj

METHOD 1 METHOD 2

BACKFILL

FILL HEIGHT 24" ~60t~ mm~ OR LESS

EXCAVATION ANQ BACKFILL DETAILS 4

NOTEi SEE LEGEND AND TYPfCAL NOTES ON SHEET 7

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARC3 PLAN

~'9~i~PRECAST REINFORCED CC)►NCRETE BOXSHEET 10 OF 42

qJ _ _ \

~4

~Q~

~ ~

BOX LENGTH

ALIGNMENT

~' C~ PRCBzdd

RAQIUS

DROP

PLAN BEVEL ANGLE {8)

BE1lEL ON TQNGUEOR GROVE END QNLYPER FABRICATOR

PRECAST REINFORCED CQNCRETE BOX BEVELS

SPANS MAX BEVELANGLE (8)

DROPFEET mm N m3 900 5 3,85 974 1200 5 5.07 1255 1500 5 6.30 1586 1800 5 7.52 1887 2100 3 5.20 7308 2400 3 5.87 1479 2700 3 6.60 16510 3000 3 7.33 1$311 3300 3 8.07 20412 3600 3 $.80 220

AN BOX LENGTH MIN RADIUSFEET mm FEET mm FEET m3

THROUGH6

900THROUGH18Q0

4 120 45 146 1800 67.5 20.68 2400 90 27

7THROUGH

12

2100THROUGH3600

4 1200 75 236 1800 112.5 34,3g 2400 154 46

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION srnHOAa~ P~.,or~

X90-~PRECAST REINFORCED CQNCRETE BMXSHEET 11 OF 42

CLASS C MORTAR

~— DETAIL "A"

FLAN

-~~

~`

INTERIOR SURFACE OF BOX

DETAIL "A"

PRECAS~f F~EINfORGED CONCRETE BOX PULLED

)RTAR ORJ (33Q—C-23}

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTANOnRO P~aN

390-1PRECAST REINFORCED CONCRETE BOXSHEETI2 OF 42

NOTES:

1. STEEL COVER SHALL BE FROM THE FADE OF THE BAR OR WIRE TO THE FACE OF 11-IE CONCRETE.2. :STEEL COVER FROA~ THE TOP OF INVERT SLAG SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

VELOCITY STEEL COVER MINIMUM 28—DAY(m/s) INCHES mm CONCRETE STRENGTH

< 5 (< 1,5} 1.5 (38) 5,D0~ PSI (35 MPa)',5 TO 20 (1.5 TO 6) 2.0 (5D) 5,D00 PSI (35 MPa)'',20 TO 40 (> 6 TO 12) 2.5 (63} 5,000 PSI. {35 MPa)'40 (> 12) NDT ALLOWED NQT ALLOWED

FPS: FEET PER SECONDm/s: METERS PER SECOND

3. STEEL COVER FROM THE TOP OF INVERT SLAB MAY BE INCREASED FOR PRCB SUBJECT TO THEACTIN OF SEAWATER, HARMFUL GROUNDWATER, QR APPRECIABLE DEBRIS FLOYOS.

4. STEEL COVER GREATER THAN 2,5 INCHES {63 mm) MAY RESULT IN DELAMINATION OF CONCRETE..SEE THE PLANS FQR SACRIFICIAL STEEL T~ PREVENT SLABBING WHEN THE STEEL CODEREXCEEDS 2.5 INCHES (83 mm).

5. PRCB SHALL NOT BE PERMITTED WHEN THE MAXIMUM AROUND WATER TABLE IS LOCATED 1 FEET(300 rnm) BELOW THE BOTTOM OF INVERT OR HIGHER, OR THE HYDRAULIC GRADE LINE IS MORETHAN 4 FEET {1200 mm) ABOVE THE SOFFIT.

6. PRCB WITH RISE LARGER THAN 12 FEET (36Q0 mm) AND SPAN GREATER THAN 12 FEET(3600 mm} SPAN TO 24 FEET (7200 mm), MUST HAVE A SPECIAL .DESIGN 'SUBMITTED FORREVIEW AND ARE SUBJECT TO APPRQVAL BY THE ENGINEER.

7. THE DESIGN TABLES Its THIS STANDARD PLAN DO NOT ACCOUNT FOR TEMPERATURE VARIATIONS,UNBALANCED LATERAL LOADS, RAILROAD LQADING OR LOADING DUE TO OTHER TEMPORARYOR PERMANENT STRUCTURES. SPECIAL DESIGN FOR THESE LOADS, IF APPLICABLE, MUST BESUBMITTED FOR REVIEW AND ARE SUBJECT TO APPROVAL BY THE ENGINEER.

8. DESIGN CRITERIA: AASHTO SPECIFICATIONS FQR HIGHWAY BRIDGES, CURRENT LFD EDITIQN,EXCEPT THE LOAD FACTOR FOR DEAD LOAD (,Bp) AND EARTH: PRESSURE (~E) = 1.4

9. THE JOINTS DF THE SECTIONS SHALL BE OF SUCH DESIGN THAT TMEY WELL WITHSTAND THE FORCESCAUSED BY THE COMPRESSION OF THE SEALANT WHEN JOINED,. WITHOUT CRACKING OR FRACTURINGWHEN TESTED.

10. IF STEEL BARS GRADE 60 (GRADE 420) ARE USED IN LIEU OF WELDED WIRE REINFORCEMENT, THESTEEL AREAS PRESENTED SHALL BE INCREASED TO ACCOUNT FOR THE DIFFERENCES IN STEELYIELD. STRENGTH, STEEL SPACING, CONCRETE COVER, AND CRACK CONTROL.

1L WHEN USIMG WELDED WIRE REINFORCEMENT, THE INDIVIDUAL LONGITUDINAL WIRE SHALL HAVE AN AREAOF AT LEAST 40 PERCENT OF THE INDIVIDUAL TRANSVERSE WIRE ANQ 8" (200 mm) MAXIMUM SPACING.

12. THE INSIDE TRANSVERSE REINFORCEMENT SHALL EXTEND INTO THE TONGUE PORTION OF THE JOINT ANDTHE OUTSIDE TRANSVERSE REINFORCEMENT .SHALL EXTEND INTO THE GRQOVE PORTION OF THE JOINT.

13. THE CLEAR DISTANCE OF THE END TRANVERSE WIRES SNALL BE NOT LESS THAN 1/2 INCH (12 mm),NOR MORE THAN 2 INCHES (50 mm) FROM THE ENDS OF THE PRCB SECTIQN.

14. REINFORCEMENT MAY BE ASSEMBLED USING ANY COMBINATION OF SINGLE OR MULTIPLE LAYERS OFWELDED—WIRE REINFORCEMENT.

15. A COMMON RENFORCEMENT UNIT MAY BE USED FOR BOTH A~2 (OR A~~ AND AS4 AND ALSO FpRBATH ASS {OR A~~ AND AS~, WITH THE LARGEST AREA RE UIRMENT OVERNING, BENDING THEREINFORCEMENT 90 QEGREES AT THE CORNERS AND WAIVING THE EXTENSIQN REQUIREMENTS SHOWNIN DETAILS 1 THROUGH 4.

16. REINFORCEMENT, THE ~AB OR WALL REQUIRINGETHE LARGER~S~EE~ AREA SOALL~HAVE THAS ADDITIONALTRANSVERSE STEEL EXTENDN~ THE FULL LENGTH OF THE SLAB OR WALL.


390-1PRECAST REINFORCED CONCRETE BOXSHEET 13 OF 42

17. 4~LDED WIRE REWFOR~CEMENT SHALL BE COMPOSED OF TRANSVERSE AND LONGITUDINAL WIRESWITH. SUFFICIENT LONGITUDIhIAL WIRES EXTENDING. THROUGH THE PRCB SECTION TO MAINTAIN TkIE SHAPEAND POSITION OF REINFORCEMENT.

18. THE ENDS bF THE LONGITUDINAL DISTRIBUTION REINFORCEMENT SHALL NOT BE MORE THAN 2 INGHES(50 mm) FROM TFIE ENDS QF THE PRCB SECTION.

7~, THE ENDS OF THE: ~I.ONGITUDINAI.S, STIRRUPS, AND SPACERS USED TO POSITION THE REINFORCEMENTMAY BE EXPOSED TO GQNTAGT WITH FORMS.

20. THE OVERLAP MEASURED BETWEEN THE OUTERMOST LONGiTUINDAL WIRES ~F EACH WELDEd 1MREREINFORCEMENT SHEET SHALL NOT 8E LESS THAW THE SPACING OF THE LONGITUDINAL WIRES' PLUS2 INCHES (50 mm) MOR LE55 THAN 10 Ih1CHES (250 rr~m).

21. IF Ag IS EXTENQED TO THE MIDDLE ~F EITHER SLAB ANCI CONNECTED, WELDED SPLICES ARE ALLOWEdIN TH~ CONNECTION.

22. WI-tEN USED, Age AND Asg SHALL 6E LAPPEd WITH Ar~~ AS SHONIN ON DETAILS 3 AND 4.

23. SPLICES IM THE TRANSVERSE REINFORCEMENT SHALL BE MADE BY LAPPING. IF WELDS ARE MADE TOTRANSVERSE REINFORCEMEhIT, THEY SHALL BE MADE ONLY TO SELECTED TRANSVERSE WfRES THAT AaENOT LESS THAN 18 INCHES (460 mm) APART ALONG THE LONGITUDI~JAL AXIS 4F THE PRCB SECTION.ALSO, WHEN SPACERS ARE WELDED TO TRANSVERSE WIRES, THEY SHALL BE WELDED ONLY Td THESELECTED TRANSVERSE NN~RES.

24. THERE SNALL BE NO WELDING Tb OTHER TRANSVERSE WIRES, EXCEPT AS4 MAY BE LAPPED AND WELdEDAT ANY LOCATION OR CONNECTED BY WELDIIJG AT THE CORNERS TO AS2 AND A53.

25. NCY WELDS OR LAPS SHALL BE MADE Tl~ ASS OR Aga TRANSVERSE WIRES IN THE MIDDLE THIRDQF THE SPAN.

26. WHEN DISTRIBUTION REINFORCEMENT IS TO BE FASTENED TO A CAGE BY WELDING, lT SHALL BE WELDEDONLY TO LONGITUDINAL WIRES AND ONLY NEAR THE ENDS OF THE PRCB SECTIQN.

27. THE SPACING CENTER TO CENTER OF THE TRANSVERSE WIRES SHALL BE NQT LESS THAN 2 INCHES(5Q mmj NOR MORE THAN 4 INCHES (itJQ mm):

28. THE: SPACING CENTER TO CENTER 4F THE LONGITUDINAL WIRES SHALL BE NOT MORE THAN 8 INCHES(200 mm).

29. QUTER CAGE TRANSVERSE REINFORCEMENT AS SNdWN SHALL BE PLACED IN THE TOP AN6 BOTTOMSLABS AT THE GROOVE RORTfON OF THE JOINT WHEN ASS IS NOT CONTINUOUS OVER THE SPAN.

30. IF STEEL BARS (GRADE 60) ARE USED IN LIEU OF WEDDED WIRE REINFORCEMENT, "fHE STEEL QR~A5SHALL SE INCREASED TO ACCOUNT FOR THE DIFFERENCE {N STEEL 1'IEL~ STRENGTH, STEEL SPACING,CONCRETE COVER, AND CRACK CONTROL BETWEEN THE WELDEd Vt~RE REINFORCEMENT AND STEEL BARS.

31. IN LIEU OF PERFQRMING A SPECIAL DESIGN FOR THE SPECIFIC CASE WHERE THE ACTUAL HAUNCHDIMENSIONS ARE LARGER THAN THE STANDARD DIMEN510MS ANQ VERTICAL AND HORIZONTAL HAUNCHDIMENSIONS ARE. E4UAL, THE AS1 STEEL AREA SHALL BE INCREASED 1 PERCENT FOR EVERY 5 PERCENTINCREASE IN THE HAUNCH DIMENSION OVER THAT SPECIFIED, AND AS2 AND A~3 SHALL BE REDUCED BYAN EQUAL PERCENTAGE.

NOTE:

SHEETS 16 TO 24 HAVE 1.5 INCHES (38 mm) OF STEEL COVER AT THE TOP OF INVERT SLAB.SHEETS 25 TC1 33 HAVE 2.Q WCHES {50 mm) OF STEEL CODER AT THE TOP OF Ih1VERT SLAB.SHEETS 34 TO 42 HAVE 2.5 INCHES tfi3 mm) OF STEEL CQVER AT THE TdP OF INVERT SLAB.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARD P~aN

~9a—~PRECAST REINF~RCEa CONCRETE BOXSHEET 140E 42

SPECIFIC CRITERIA USEQ FOR TABLES

MATERIAL PROPERTIES:

WELDED WIRE REINFQRCEMENT, 65,000 PSI (450 MPa)MINIMUM SPECIFIED YIELD STRESS

DEFORMED BARS, 60,40Q PSI (420 MPa)MINIMUM SPECIFIED YIELD STRESS

CONCRETE,MIINIMUM SPECIFIED COMPRESSIVE STRENGTH

SOfL DATA:UNIT WEIGHT

RATIO OF LATERAL TO VERTICAL PRESSUREFROM WEIGHT TO EARTH

ADDITIONAL LATERAL PRESSURE FROMAPPROACHING TRUCK WHEELS

EXTERNAL WATER TABLE

SOIL STRUCTURE INTERACTION FACTOR

S,ODO PSI (35 MPa)

1201bf~ft~ (20 kN~m3)Q.5Q MAX TO 0.25 MIN

700/H~, Ibfi/f#2 (10/He kN/m2) OR.800 Ibf jft 2 (39 kN/m~)

WHEN H < 1 FEET (300 mm), WHERE He =EARTHCOVER, FEET (mm}

BELOW BOX SECTION INVERT

1.15

CAPACITY REDUCTION FACTORS (FROM AASHTO BRIDGE SPECIFICATIONS):

SHEAR 0.90AXIAL COMPRESSION CaMBWED 1MTH BENDING 0.95

LOADING QATA:

LOAD FACTOR = d(~p + ~~) 6 = 1.3gyp= 1.4D F4R QEAD LOADS~~ = 1.~7 FOR LIVE LOADS

TRUCK AXLE LOAD:

HS20 (MS18)

IMPACT (VARIABLE WITH DEPTH)(FROM AASHTO BRIDGE SPECIFlCATIONSj:

UNIFORM INTERNAL PRESSURE

DEPTH OF WATER IN BOX SECTIQN

EXTERNAL GROUND WATER PRESSURE

STRUCTURAL ARRANGEMENT:

CONCRETE DOVER OVER STEELTOP SLAB

32,000 Ibf (142 kN)

0 TQ 30~

0.0

EQUAL TO INSIDE HEIGHTd.0

1.0 INCH (25 mm)

LO INCH {25 mm) FOR FILL HEIGHT 2 FEET(600 mm) AND GREATER, 2.0 INCHES {5Q mm}FOR FILL HEIGHTS UNDER 2 FEET (6Q0 mm}

SLAB THICKNESS FOR FILL HEIGHTS GREATER THAN 2 FEET(600 mm), 1 j12 TIMES INSIDE SPAN PLUS 1.0INCH (25 mm) UP TO 7—FOOT (2100 mm) SPAN,1/12 INSIDE SPAN ABOVE 7-FOOT (2100 mm)SPAN

SIDE WALL THICKNESS 1 f12 TIMES INSIDE SPAN PLUS 1.0 INCH(25 mm) UP Ta 7—FOQT (2100 mm) SPAN,1/12 INSIDE SPAN ABOVE 7—FOOT SPAN(2100 mm)

MINIMUM HAUNCH DIMENSIONS VERTICAL AND HORIZONTAL DIMENSIONS BOTHEQUAL TO WALL THICKNESS

TRANSVERSE WIRE SPACING 4.0 INCHES (100 mm) MAX

MINIMUM REINFORCING INSIDE FACE SLABSAND SIDE WAILS, OUTSIDE FACE. S@E WALLSAND CORNERS OF SLABS Q.002 x GROSS AREA

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANQARD PLAN

390-1PRECAST REI~JFORCED CONCRETE BOXSHEET 15 OF 42

SPA~

1, S

RISE

, R

T{~

TOP

Tb

BOTTOM7 SI

~EH

TRANSVERSE REINFORCEMENT AREA, IN~~ FT (mm ~j m)

HAUNCH

A51

A~~

A5~

A~q,

ASS

Ags

ASS

Ac~g

FEET

FEET

INCHES

INCHES

INCHES

INCHES

i(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

Q3 (900)

2 (600)7 (175)6 (150

4 (10Q)

4 (1 QD)

0.17

(36Q)

Q.38

(804)

0.23 (487j

Q.10

(212)0.

22 (466)

Q.17 (36~)

0.17 0360)

0.14 (296)

m ~ 0

3 (900)3 (900}7 (175)6 (150)4 (100)

4 (100)

0.17 (360)

Q.40

(847)

0.25

(529)

0.10 (212)0.

23 (487)0.

17 (360)

0.17

(360)

0.14 (296)

ZA ~

4 (1200)2 (600)

7.5 (

1.90)6 (150}5 (125)

5 (125)

O.T8

(381)

Q.40

(847)

0.22 (466)

0.12 (254)0.

21 (445)0.18 (381)

0.18

(381)

0.14 (296)

.~.'

~~ a

4 (1200)3 (900)

7.5 (190)6 (150)5 {125)

5 (125}

0.18 (381)

0,:4

5 (953)

0.26

(55q)

0.12 (254}0.23 (487)0.18 (381)

0.18 (381)

0.14

(296)

p ~= m

~ ~'

4 (12~p)4 (12Q0)7,

5 (190)6 (15Q)5 (125)

5 (125)

0.18 (3~1)

x.47 (995)

0.28 (593)

Ct.1

2 (254)0,25 (529)0.18 (381

O.iB (381)

Q.14 (296)

m~

~ ~

5 (1500j3 (900)8 (200)7 (175)

6 (150)

6 (15Q)

0.1.9 (4~2)

0.44

(931)

17.24 (508)

0.14 (296)0.22 (466)0.19 (402}

0.19 (402)

0.17 (360}

.~~~

~ ~

5 (1500)4 (1200)$ (200)7 (175)

6 (150)

6 (150)

0.19 (402)

0.4$

(101

6}0.27 (572)

Q.14 (296)024 (508)0.19 (402)

4,18 (402)

0.17 (36D)

~~ 0

5 (1500)5 (1500)S (200)7 (175)

B (150)

6 (150)

o.i s (ao2)

a.5a

(~o5s

0.29 (614)

0.14 (296)a.

25 (529)0,19 (402)

Q.19

(4Q2)

0.17

(360)

(~

W~ ~?

6 (1800)3 (900)8 (200}7 (175)

7 (175)

7 (175)

0.23(487)

0.45 (953)

~J.2

2 (466)

0.17

(360)0.22 (466)0.19 (402)

0,19

. (402)

0.17

(360)

m ~'

c~~ °

6 (1800)4 (1200)8 (200)7 (175

7 (175)

7 (175)

0.19 (4D2)

0.49 (1037

0.25 (529)

Q.17

(360)0.23 (487)

Q.19 (4Q2)

0.19 (402)

0.17

(360)

~z o

~ 0

8 (1800)5 (1500)8 (20Q)7 (175}

7 (175)

7 (175)

Q.19 (402)

4.52

(1101)

Q.28

(593)

0.17

(36Q)0.25 (529)0.19 (402J

Q.19 (442)

0.17

(36Q)

C„~

~~ 3

6 (1flQ0)6 (1800)8 (200)

7' (175)

7 (175

7 (1

75).

0.19 (402)

0.54 (1443)0.30 (635)

0.17

(360)0.

26 (550)0.19 (402)

0.19 (4~2)

0.17

(360)

Z°~

37 (2100)4 (:1200}8 (2Q0)8 (200)

S (200}

8 (200)

0.26

(550)

0.49 (1 Q37

Q.25

(529)019 (402)0.23 (487)

Q.19 (402

0.19 (402)

0.19 (402)

~7 (2100)5 (150Q)8 (200)8 (

zao)

s (zoo)

8 (20~)

Q.23(487)

Q.52

(1101)0.

31 (656)

D,19 (402)0.24(50$)0,19 (402)

0.19 (4Q2)

0.19 (40

12)

7 (2100)6 (1800}8 (200)8 (200)8 (2010)

8 (200}

0,21

(445).

0.54 (1143)0.33 (699)

0.1.9 (402)0.26 (550)Q19 (402)

0,.1

9. (402)

0.19 (402)

Z7 (2100)7 (2100)8 (200)8 (200)8 {200)

8 (200)

Q.19 (.

402)

.0.

56 (1186)0.36 (762)

Q.19 (402}0.27 (572)0.19 (402)

0.19 (402)

0.19 (402)

a8 (2400)4 (1200)8 (200)8 (200}8 (200}8 (20p)

0.31

(656)

0.53 (1122)0.32 (677)

0.19 (402)0.25 (529)

D.19 (402)

0.19 (402)

0.19 (402)

,~

8 {240Q)5 (1500)8 (200)8 (2Q0)8 (2Q0)$ (20Q)

0.28(593)

Q.57 (.1207

0.35

(741)

0.19 (402}Q.

26 (550)Q,19 (402)

0,19 (402)

0.19

(402}

S (2400)6 (180)8 (200)8 (200)8 (2~0)

S (200)

Q26(550)

0.59

(1249

0.37 (783)

0:19 (402)0.

28 (693)0.22 (466)

0.19 (402)

0.19

(402)

8 (24Q0)7 (21 DO)8 (200)6 (,

200)

8 (200)

8 (200)

IJ.24(508)

0.62

(1313

0.4Q (847)

0.20 (423)0.29 (614)

0.19 (4b2)

Q.19 (402)

0.19

(402)

m

(,~,( Z

$ (2400)8 (2400$ (2QQ)8 (200)8 (20Q)

8 {200)

0.22 (466)

0.64

(1335

0.42 (889)

0.24

(508)Q.

3Q (635)0.19 (4Q2)

0.19

(4D2)

0.19

(402)

m ~ ~

~ Q ~

9 (2700)5 (15Q0)9 (225}9 (225)9 (225)

9 (225}

0.29

(614}

x.53 (1122

Q,33

(699)

0..2

2 (466)0.

25 (529)

0..2

2 (486)

x.22

,(46

6)0.22 (466)

A9 (27Q0)B (18D0)9 (225)9 (225)9 (225)

9 (225)

p.27(572)

0.56 (1186)0.35(741)

D.22

(466)0.26 (55~)

x.22

{46B)

0.22 (46B)

Q.22

(466

N

~9 (2700)7 (210Q)9 (225)9 (225)9 (225}

9 (225)

0.25 (529}

0.58

(1228

0.38

(8Q4)

0.22 (466)0.

27' (572)0.22 (466)

0.22

(466)0.22 (466)

SPAN, S

RISE

, R

Tt TOP

Tb

BOTTOM

T 51~E

H HAUNCH

TRANSVERSEREINFORCEMENTAREA,IN2/ FT(mm 2/ m)

FEET

FEET

INCHES

Ih1CHES

INCHES

INCHES

AS1

A52

AS3

A54

AS5

A56

AS7

ASS

~ z

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

m ~

9 (27

017)$ (24009 (225)9 (225)9 (225)

9 (225)

0.23(487)

0.60 (1270

Q.41

(868)

0.22

(466)0.

28 (593}

Q,22

(466)

0.22 (466)0.22 (466)

rn

(,}~

°~ ~

9 (2700)9 (27009 {225)9 (225)9 (225)

9 (225)

0.24(508)

0.62 (131

3)0.

44 (931)

0.27

(572}0.

28 (593)0.22 (466)

0.22 (466)0.22 (466)

Dz

o~ ~

10 (30QQ)5 (1500)1 d (250)10 (250)10 (250)

10 (250)

0.29

(614)

0.51

(1080

0, 34 (720)

0.24 (508)0.24 (508)0.24 (506)

0.24

(508)

0.24 (508)

010 (3000)6 (1800)10 (250)10 (250)10 (250)

10 (250)

0.27

(572)

0.53 (112

2)0.

37 (783)

0.24 (508)0.24 (508)0.24 (508)

0.24

(508)0.24 (508)

~~ ~

10 (3000)7 (210)10 (250)10 (25Q)10 (250)

10 (250)

0.25 (529)

0.55 (116

4)Q,

40 (847)

Q.24 {508)0.25 (529)0.24 (508)

0.24 (508)

Q.24

(508)

mZ

~ 0

10 (3000)8 (240010 (250}10 (250)10 (250)

10 (250)

0.24 (506

0.57 (1207

0.43 (910)

0.24 (508)0.

26 (550)d.

24 (508)

0.24 (508)0.

24 (506)

z~

~ ~

10(3000)9(27Q010 (250}10(250)1(250)

10(250)

0.24(508)

0.59

(124

90.

46(9

74}

0.25(59)0.27(572)0.24(50$)0.24(508)0.24(508)

~~ ~

10 (3000)10{300010 (250)10 (25d)10 (250)

10 (250)

0.26

(55Q)

0.60 (1270

x.49

(1037)0.30 (B35)Q.

28 (593)0.24 (508)

0.24 (508)0.

24 (508)

("~

W° 0

12 (3600)4 (1200)12 (300)12(300)12(340)

12 (3~0)

Q,37

(783

)0.

44 (931)

p.33 (699

0.29

(614)0.

29 (614)0.

29 (614)

0.29

(6t4)

0.29

(614)

C~~ °

12(3600)5 (1500)12 {300)12(300}

12(300)

12(300)

0.35

(741

)0.

46 (974)

0.36 (762)

0.29

(614)0.

29 (614)0.

29 (614)

0.29

(614)

0.29 (614)

Z O

~ r

n12 (3600)6 (1 S00)12 (3Q4)12 (3Q~)12 (300)

12 (3p0)

0.33

(699)

0.49

(1037

Q.39

(826)

Q.29

(614

}Q.

29 (614)0.

29 (614

}0,

29 (614)

0.29

(614)

~~ ~

12 (3800)7 (2100)12 (300)12(3D0)12(300)

12 (3Q0)

0.31

(656)

0.51 (1080

0.43 (910)

0.29 (614)0.

29 {614)

0.29

(614)

0.29

(614)

Q.29

(614)

zp

°D° ~

12 (3600)8 (240012 (300)12(300)12(300)

12 (300)

0.30(635)

D.52 (1101)

0.46 (974)

0.29 (614)0.

29 (614)0,

29 (614)

0.29

(614)

0.29

(614)

Z ~12 (3fi

00)9 (270012 (300)12(30Q)12(30Q)

12(300)

0.29

(614

)0.

54 (114

3)17

.49 (1037)0.29 (614)Q.

29 (614)

Q.29 (614)

0.29 (614)

Q.29

(614)

rn

~12 (3600)10(300012 (300

12 (300

12(300)

12 (300

Q.29

{614

)Q.

55 (116

4)0.52 (110

1 }0.29 (614)0.30 (635)0.

29 (614)

0.29 (614

}0.

29 (614)

12 (3600)11

(330012 (300)12 (300)12 (300)

12 (300)

0.29 (614)

0.57 (1207

0.55

(116

4)0.30 (635)0.

31 (656)0.

29 (614)

Q.29

(614)

0.29

(814)

12(3fi00)12(360012 (300)12(3QQ)12(300)

12(300)

0.31 (656)

0.58

(1228

0.58

(1228)0.38 (804)0.32 (677

Q.29 (614)

0.29

(614)

0.~9

(614)

x

i

{,~1

n

-i ~ D

v

I

OO

.n

~ ~

N

z

EARTN GOVER MORE THAN 2' (614 mm)

DIMENSIONS SHOWN ARE SPAN x

RISE x

*WHERE NOTED, SUBMIT DET

AILS

FOR

STEEL COVER 1

.5 INCHES (3$ rnm} AY TOP OF INV

ERT SlA6

HAUNCH, WALL AND 5LA8 THICKNESS

TOP SLAB SHEAR REINFORCEMENT

mD z

~0 Q

DTI

D z~ Q ~

Q c ~1~1a

r

Z ~Q

~z ~

~~ C n -a 0 z

i (~I

-m+ ~

a°m

~ o

O

~~

~-A

j

N

Z

HTR

AN51

/ERS

E REINFORCEMENT

2/

2/

HTRANSVERSE REINFORCEMENT

~/

~/

E~RTN COVER

AREA, IN

FT (mm

m)

ME~RTH COVER

AREA, IN

FT (mm

m)

MFT (mm)

INCHES

FT (mm)

INCHES

MAXIMUM

~S1

~'S2

A53

~~4

(mm)

MAXIMUM

ASS

AS2

AS3

A~~,

(mm)

3'x2'x4"{900x600x100mm)

4`x3'x5'"(120Qx900x125mm)

3

(915)

0.13 (275)

0.21

(445)

0.26

(550)

0.14

(217)

31 (775)3

(915) *

0.17

(360)

0.25 {529)

0.28 (593)

0,12 (254)

38 (95Q)

5

(1525)

O~1Q

(217)

0.10 (217)

0.11 (233)

0.10 (217)

31 (775)5

(1525) *

0.12 (254}

0.12 (254)

0.15

(318)

Q.12 (254}

38(950)

1~

(~(~Of~) '

~0.

1n (217).

0.1.

1 (233)

0.14

(298)

0.10 (217)

31 (775)10

(3000) *

0.12 (254)

0.15

(318)

0.19 ~4d2)

0.12 (254)

38(~~~j

15

4500) *

0.10

(217)

0,18

(339)

0.20

(423}

x.10 (217)

31 (~75}15

(4500 *

x;12

(25-4)

0.2~

{489}

Q.27 (57~)

0,12 (25~F)

38(950)

20 (&000} *

0;12 (254}

0.22 (466)

0.25

(529)

0.10 (217)

31 (775)20

(6000) *

0,16 (339)

0.30 (635)

Q.36

(762)

Q.12 (254)38950}

25

(7500) *

0.16

(339}

0.28 (593)

Q.35

(741)

0.10 (217}

31 (775}25

(75Q0) *

0.20 (423}

n.38

(804)

0.46 (974)

0.12

. {254)

38(950)

3'x3'x4"{9QOx900x100mm)

4'x4~x5 "(120Qx120Qx125mm)

3

(915)

0.10 (217)

0.25

(529)

0.31

(656}

0.10 (217)

31 (775)3

(915) *

0.14

(296)

0.31

(656)

0.32 (677)

0.12 (254)

38 (95Q)

5

(1525)

0.10 (217)

0.11 (233)

0.12 (254)

O.1Q

(217}

31 (775}

-5

(1525) *

fJ.12 (254}

4.17 (360)

n.15 (318)

0.12 (254)

38(950

10

(3000) *

0,10

(217)

Q,11

(233)

0.14

(296)

0.10 (217)

31 (775}

10

(3p00) *

Q.12

(254)

Q.15

(318)

0.19

(4~2)

0.12

. (254)

3$(950)

15

(4500) *

0.10 (217)

0.16 (339)

0.21

(445)

0.10 (217)

31 (775)i5

(4500} *

0.12 (254)

4.22

(466}

0.27

(572)

0.12 (254)

38(950)

20

(600) *

0.10 (217)

0.22

(466)

0.2&

(593)

0.10 (217)

31 (775)20

(6000) •

Q.13

(275)

0.30

(635)

0.36 (762)

0.12 (254)

38 (950)

25

(7500) *

0.11

(233).

0.28 (593)

0.36

(762)

0.10 X21

7)31

(775)25

(7500} *

0.16 (339)

0.38 (804)

0.46 (974)

0.12

. (254)

38 (950)

4'x2'x5 "(120~x600x125mm)

5'x3'x6"(15g0x900x150mm)

3

(915)

0.21 (445)

0.23 (489)

0.23

(4$9)

0.12 (254)3$ (95Q)3

(915)

0.21

(445)

Q.29

(614)

0.25

(529}

0.14

{296)

45 (112

5)

5

.(15

25)

0..1

2 (254)

0.12 (254)

0.13 (275)

0.12 (254

38 (95d)5

(1525)

0.14 (296)

0.15

(318)

0.17 (364)

Q.14

(796)

36 (900)

1Q

(3000) *

p.12

(254)

(}.14 (296}

0.16 (339)

0.12 (254)

38 (950)10

(3000)

0.14

(296)

0.18

(381.)

0.22 (466)

0.14

(295)

36 (9Q0)

15

.(45

00) *

0.16 (339)

0.20 (423)

0.24 (508)

0.12 (254)38 (950)15

(45Q0)

0.18 (381)

d.27 (572)

Q,32

(677)

0.14

(296)

35 (875)

2fl

(6000) *

0.22 (466)

4.27

(572)

0.32. (677)

0.12 (254)

38 (950)20

(6000)

0.25 (529)

0,36 (762.)

Q.42

($89)

0.14

(296)

35 (875)

25

(7500) *

0.28 (593)

x.34

(720)

0.40

(847).

Q.12

(254)

38 (950)25

(750Q) *

0.32

(677)

0.46 (974)

0.53 (1122)

Q.14

(296)

35 (875)

EARTH CQVER MORE THAN 2' (610 mm)

DIME

N510

NS SHOWN ARE SPAN x

RISE x


AILS

FOR

STEEL COVER 1

,5 INCHES (3$ mm) AT TOP QF INV

ERT SLAB

HAUNCH, WALL ANQ SLAB THICKNESS

TOP SLAB SHE

AR. REINFORCEMENT

DD z

~0 a

ITI

DZ

z

0~ ~D Wr n O C~ Q

rncn O z

X

af~

^,►~

1 ~ D v

o

~

~ A

.p N

Z


~/


2/

2/

E~RTH CO

VER.

AREA, IN ~f FT (mm

m)

ME~RTH COVER

AREA, IN

FT (mm

m)

MFT

(mm)

INCHES

FT (mm)

INCHES

MAXIMUA~

ASS

AS2

AS3

AS¢

(mm)

MAXIMUM

AS1

AS2

AS3

AS4

(mm)

5'x4'x6"(1500x1200x150mm)

6'x4'x7"(1800x1200x175mm)

3

(915)

d.1$ (381)

Q,33 (899)

0.28

(593)

0.14

(296)

45{1125)3

(915}

0,22 (466)

0.33 (699)

0.27

(572)

0.17 (360)

43(1075)

5

(1525)

0.14 (296)

0.16

(339)

0.19 (402)

0.14

(296)

45(1125)5

(1525)

0.17

(36~)

Q.18

(381)

0.21 (445)

0.17

(36Q)

40(10D0)

1 b

(3000)

0.14

(296)

0.20 (423)

0.24

(508)

0.14 (296}

36 (9Q0)10

(3000)

0.17

(36Q)

Q.22 (466}

0.27

(572)

0.17

(360)39 (975)

15

(45aa)

0.15

(318)

0.29 (614)

0.34 (720)

0.14 (296)

35 (875)15

(4500)

p.21 (445)

Q,33

(699)

0.39 (826)

0.17

(360)38 {950)

20

(8000)

0.2.0 (423)

0.39 (826)

0.45 (953}

0.14 (296)

35 (875)20

(6000)

Q.28

(593)

4.44 (931)

0.50 (1059)

Q.17

(360)38 (950)

25

(7500} *

0.25 (529)

0.49 (1037)0.57 (1207)

0.14 (296)

35 (875)25

(7500) *

0.35

(741)

0.56

(1186)

0.64 (1335)

d.17 (360)38 (950)

5'x5'x6"(1500x1500x150mm)

6'x5'x7"(1800x1500x175mm)

3

(915)

0.16

(339)

0.35 (741)

0.31 (656)

0.14 (296)

45 (1125)3

(915)

0.19 (402)

0.36

(762)

0.30 (635)

0.17

(360)52 {1300)

5

(1525)

0.14 (296)

0.17

.(360)

0,20 (423)

0.14 (296)

45 (1125)5

(1525)

0.17

(360)

0.20 (423)

0.23 (487)

0.17

(360)43 {1075)

10

(300Q)

0.14 (296)

0,20 {423)

0,25 (529)

0.14 (296)

45 (1125)10

(3000)

0.17

(360)

0.24 (508)

0.29 (614)

0.17

(360)39 (975)

15

(450Q)

0.14 (296)

0.29 (614)

0.35 (741)

0.14 (296)

36(900)15

(4500)

Q.18 (381)

d.35 (741)

0.42 (889)

0.17

(360)

38(950)

20

(8000)

0.17

(360)

0.39 (826)

0.46

(974)

0.14 (296)

35 (875)20

(6000)

0.24 (5Q8)

0.47

(995}

Q,54 (1143)

O.i7

(360)38 (950)

25

(7500) *

0.21 (445)

0.49 (1037)

Q.58

(1228)

0.14 (296}

35 (875)25

(750Q) *

0.30 (635)

0.59 (1249)

Q.68

(1439}

Q.17

(380)38 (950)

6"x3'x7"(18QOx900x175mm)

6'x6'x7"(1800x1800x175mm)

3

(915)

0.24 (508)

0.29 (614)

0.24 (508)

0,17

(360}

43 (10753

(915)

0.17

(360)

0.38

(SQ4)

Q.32

(677)

0.17

(360)52 (1300

5

(1525)

0.17

(360)

0.17

(360)

O.iB

(339}

p.17 (360)

40 (1p005

(1525)

0.17

(360)

0.20 (423)

0.24 (5Q8}

0.17

(360)

52(1300

10

(3000)

Q.17

(360)

0.21 (445}

0,25 (529)

0,17

(36Q)

39 (975)10

(3000)

0.17

(360)

0.23 (487)

0.29 (614)

0.17

(360)43 (1075

15

(4500)

0.25 (529)

x.31

(656)

Q.36

(762)

0.17

(380)

38 (950)

15

.(45

00)

0.17

(36Q)

0.34 (720)

0.41

(868)

4.17 (360)39 (975)

20

(6D00}

0.34 (72Q)

0.41 (868)

0.47 (995)

0.17 (360)

3$ {950)20

(60DQ)

0.21

(445)

D.46 (974)

0.54 {1143)

0.17

(360)38 (95a)

~5

(7500) *

0.44 (931)

0.52 (1101)

0.58 (1228)

0.17

(360}

38(950)25

(7500) *

0.27 (572)

0.58 (1228)0.67 (1418}

0.17

(360)

38(950)

.EARTH COVER MORE THAN 2'

(610 mm)

QIME

NSIO

NS SHOWN ARE SPAN x

RISE x

*WHERE NOTED, SUBMIT DETAILS FOR

STEEL CUVER 1

.5 INCHES (38 mm) AT TOP OF INV

ERT SLAB

HAUNCH, WALL AND SLAB THICKNESS


DD z

~0 0

I?1

a z

~~ O C

Q

r n

ZC~ Z n 0 z

a X

i (J

~l v

ooQ

o

~ ~

r ~

r~i

z

H E~RTH COVER

TRANSVERSE REINFflRGEMENT

AREA, IN 2/ FT (mm 2/ m)

MH E~RTH COVER

TRANSVERSE REINFORCEMENT

AREA, IN 2J FT (mm 2/ m)

MFT (mm)

INGHES

FT (mm)

INCHES

MAXIMUM

A~~

Age

A~3

Asq,

(mm1

MAXIMUM

A~~

A~2

A~3

A~q,

(mm)

7'x4'x8"(2100x120ax200mm}

7 "x7'x8'~(2100x2100x2QOmm)

3

(9l 5)

0.24 (508}

Q.33 {699)

0.33 (699)

0.19 (4Q2)47 (117

5)3

(915)

0.19 (442)

0.41 (868

0.41

{$68)

0.19 {402)59 (1475

5

(1525)

0.19 (402}

0.21

(445)

0.24 (508)

0.19 (402)

43.(

1075

5

(1525)

0.19 (402)

0.25 (529)

0.30 (635)

0.19 (d02)59 (1475)

10

(3040}

0.19 (402)

0.26

(58D)

0.31 (656)

OJ9 (4Q2)43 (1475

1'0

(300

0).

0.19 (402)

0.29

(614)

0.36 (762)

0.19 (402)47 (1175)

15

(4500)

0.28

(593)

0.38

(804)

0,44

(931)

0.19 (402}

41 (1D25

15

(45p0)

0.20 (423}

0.42

(889)

Q.50

(1058)

0.19 (402)43(1Q75)

20

(6000)

0,.37 (783)

0.51

{108Q)

0..5

7 (1207)

0.19 (402)

41 (10

25.20

(60Q0)

0.26

(550)

0.56 (11

85)

0.65 (1376)

0..19 (402)

41 (1Q25)

25

{7x00) *

0.47 (995)

0.64

(1355)

0.71

(1503)

0.19 (402)

41 (102525

(7500} *

0.32 (677)

0.70 (1482)

0.80 (1693

0.19 (402

41 (1025)

7'x5'xS "(2100x1500x2~0mm)

8'x4'x8 "(24p0x12Q0x200mm}

3

(915)

0.22 (466)

0.36

{762)

0.36 (762)

0.19 (402)59 (14753

(915)

0.32 (677

0.39

(826)

0.38

(8Q4)

0.19 {402)5~ (1250)

5

(1525)

0.19 (402}

0.23 {489)

0.26 (550)

0.19 (4D2)43 (1 Q755

(1525)

0.22 (466}

0.28

(550)

0.29

(6~ 4)

0.1 S (402)45 (112

5)

10

(3000)

0..19 (4Q2)

01.28 (5~3)

0.33 (699)

Q.19 (4Q2)43 (1075

10

(3400)

0.28

(59~)

4.33 (.699)

0.39

(826)

0.19 (402)45 (112

5)

15

(4500)

0.24 (.

508)

0.41

(868)

0.48 (10

16}

0.19 (4D2)

41 (102515

(4500}

0.42 (889)

0.49

(1Q37)

0.56

(11

85)

0.19 (402)

41 (1025

20

(6000)

0.32 (.

677}

0.54 (11

43)

0.62 (13

12)

0.19 (402)

41 (102520

(6000) *

Q.57

(1207)0.65 (1376)0.73 (1545)

0.19 (402)

41 (1.025)

25

(750Q) *

0.4Q

(847)

p.68

(1438)

0.76 (1609)

0.19 (402)

41 (1D2525

(7500) *

Q.73

(1545)

Q.83

(1757)

0..9

2. (1947)

0.19 {402)

41 (1.025)

7'x6'x8"{2100x1200x200mm)

8'x5'x8"(2400x1500x200mm)

3

(915)

0.20 (423)

Q.39

(826)

0.39

(826)

0.19 (4D2)59 (1.4753

(915)

0.28 {593)

0.42 (889}

0.42 (889)

x.19

(402)50 (125Q)

5

{1525)

C?.1

9 (402)

0.24

(50&)

0.28 (5~3)

0,19 (402)47 (1175)5

(1525)

0.2D

(423)

0.2$

(593)

0.33

(699)

0.19 (4~2)50 (1250}

14

(3000)

0.19 (402)

0.29

(614)

Q.35

(741)

0.19 (402)43 (1 Q7510

(30QQ)

0.25 (529)

0.35 (741)

0.42

(889)

0.19 (4Q2)45 (112

5)

15

(4500]

0.21

(44

5).

0.42 (889)

0.50 (1058)

Q.19 (402)

41 (102515

(4500)

0.37 (783)

0.52 (11011)

0.60 (1270)

0.19 (402)

41 (1025

20

(600D)

Q,28

(593)

0.55 (11

64)

0.64

(1355)

Q.19

(402)

41 (102520

(6000} *

0.49 {1037)OJD (1482)

Q.79

(1672)

0.19

: (4p2)

41 (1025

25

(7500) *

0.35 (741}

0.70 (1482)

0.79

(1672)

0.19 (402)

4T (102525

(75Q0) *

0.63

(1.334)0.

89 (18$4)

1.00 (21.17)

0.19 (402)

41 (1025)

EARTH COVER MORE THAN 2' (610 mm)

DIMENSIONS SHOWN ARE SPAN x RI

SE x


STEEL COVER 1.5 INCHES (38 mm) AT TOP OF INVERT SLAB



DD z

~a ~

/~ m Zz

d~ c

Q

r ~ O

o~

Zn O

rncn

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X

2 y~ D

-i ~ D o

a

~ ~

~

~~ ~

N

Z

HTRANSVERSE REI

NFOR

CEME

NT2/

2/

HTRANSVERSE REI

NFOR

CEME

NT2/

2/

E~RTH COVER

AREA

, IN

FT (mm

m)

E~RTH COVER

AREA

, IN

FT (mm

m)

MFT

(mm)

INCHES

FT (mm)

INCHES

MAXIMUM

ASS

AS2

AS3

AS4

(mm)

MAXIMUM

Ash

A~~

AS3

AS4

(mm)

8'x6'x8"(2400x1800x200mm)

9'x5'x9"(2700x1500x225mm)

3

(915

)0.25 (S29)

0.45 (953)

0.45 (953)

0.19 (402)

55(1375)3

(915

)0.

34 (72Q)

0,44

(93

1)q.

58 (1228)

x.22

(466)

54(1350)

5

(1525)

0.19 (402)

p.3Q (635)

0.35 (74

1)0.19 (4D2)

50 (1250)5

(1525)

Q.24 (508)

0.34

(635)

0.35 (74

1)0.

22 (466)

49 (1225

1b

(3000}

0.23 (489)

0.37 (783)

0.45 (953)

0.19 (402)

45 (112

5)10

(3000)

0.30 (635)

0.38

(804)

0.46

(974)

0.22 (466)

49.(

1225

)

15

(4500)

0.33 (699)

0.55 (11

64)

0.63 (1334)0.19 (4G2)

41 (1025)15

(4500}

Q.44

(93

1)0.

56 (11

85)

0.62

(13

12)

0.22 (466)44{110Qj

20

(6000) *

0.44

(931)

0.73

(1545)

0.83

(1757)0,19 (4f

l2)

41 (1025)2Q

(6Q00) *

0.59 (1249)

Q.75 (158&)

0.85 (1799)0.

22 {46

6}44(1100}

25

(7500) *

0.56

(11

85)0.

93 (1969)LQ5 (2223)0.19 (402)

41 (102525

(7500) *

OJ6 (1609)0.95 (20

11)

1.05 (2223)0.

22 (466)

44(1100)

8'x 7'x8"(2400x210Qx200mm}

9'x 6'x9"(3300x18Q0x225 mm)

3

(915)

0.23 (489)

0.47 (995)

0.49 (1037)0.19 (402)66 (1650)3

(915

)0.37 (783)

0.47 (995)

0..52 (11

01)

0.22

(466)

59 (1475)

5

(1525)

0.19 (402

0.31

(656)

0.37

(783)

Q.19

(402)55 (1375)5

(1525)

0.22

(466)

0.32

(677)

0.37 (783)

0.22. (466)54 (130)

10

(3000)

0.21

(445)

D.38

(804)

0.46

(974)

0.19 (402)45 (112

5)10

(3000)

0.24

(508)

0.40 (847)

0.49 (1037)

0.22. (466)

49 (1225)

15

(4500)

0.30 (635

0.56

(1185)

0.65 (1376)

0.19 (402}

41 (1025}15

(4500)

0.40 (847)

0.59 (1249)

0.69 (14

61)

0.22

(466)

44(1100)

~Q

(s000) *

0.40 (847)

01.7

5 (1588)

0.86

(18

21)

0.19 (402}

41 (1025

20

(6000) *

0.53 (11

22)

0.79

(1672)

Q.89

(18$4)0.

22 (466)

44(1100)

25

(750Q) #

0.51

(1080)

0.95 (20

11)

1,08

(2286)0.19 (402)

41 (102525

(7500) *

0.68

(1438)

1.00 (21

17)

1.12

(2371)0.22 (466)

44(1

100)

$"x8'x8"(2400x2400x200mm)

9'x7'x9"(2700x2100x225mm)

3

(915)

0.22

(466)

p.49

(1037)0.

52 (11

01)

0.19 (402)65 (1625)3

(915

)0.

28 (593)

0.49

(1037)0.53 (11

22)

0.22

(468)59 (1475)

5

(1525)

0.19 (402)

0.33

(699)

0.39 (826)

0.19 (40z)

65(1625)5

{1525)

0.22 (466)

Q.34 (720)

0.40 (847)

Q.22 (466)

54(1350

10

(3D00)

0.20 (423}

0.39

(826)

d.48 (10

18)

0.19 (402)

50(125Q)

10

(3000)

0.25 (529)

0.42

(889)

0.51

(1080)

Q.22

(466)

49(1225)

15

(4500)

0.~9

(614)

0.56

(11

85)

0.66

(1397)0.19 (402)

45 (1125)

15

(4500)

0.36

(762)

0.81 (12

91)

0.72 (1524)0.

22 (466)

44 {1100)

20

.(6000) *

0.38

(804j

0.75 (1588)0.87 (1482)0.19 (402)

45 (112

5)20

(6000) *

0.4$

(10

16)

0.82

(1736)0.93 X1969)

0.22. (466)

44 (11 QO)

25

(750

0). *

0.48

(1016)

0.95 (20

11)

1.09 (2308)0.19 (402)

45(1

125)

25

(7500) *

0.61

{1.

291}

1.Q4

(2202)

1.17

(2477)0.22.(466}

44(1

1Q0)

EARTH COVER MORE THAN 2~ (610 mm)

DIMENSIONS SHOWN ARE. SPAN x

RISE x

*WHERE N

flTEO, SUBMIT DETAILS FOR

STEEL CANER 1

.5 INCHES (38 mm} AT TOP OF INV

ERT SLAB

HAUNCH, WALL ANQ SLAB THICKNESS

TdP SLRB SHEAR REINFORCEMENT

H E~RTH


Z/ FT

2/

HTRANSVERSE REINF(7RCEMEN7

2/

~/

COVER

AREA, IN

(mm

rr~)

MEt

~Rll

-I COVER

AREA, IN

FT (mm

m)

MFT {mm~

JNCHES

FT (mm)

INCHES

MAXIMUM

A~1

X52

AS3

AS4

(mm)

MAXIMUM

A~1

AS2

x`53

'~S4

~~m~

9' x 8

' x 9" (2700 x

240Q x 225 mm)

10'

x 6' x 10"

(33D0 x 1800 x

250 mm)

3

(915)

0.26 (55D}

0.51 (1080)

0.57

(1 ?Q7)

0.22 (466)72(780Q3

(915)

0.35 (7A~1)

0.49

(1037]0.52 (11

01}

0.24

(508)

58(14511)

5

(1525)

0.22 (466}

Q.35

(741)

0.42 (889)

0.22

.. (466)59 (14755

(1525)

0.26

(55Q)

0.34

(720)

0.40 (868)

0.24 {508)52 (13Qb)

10

GOOD)

Q.24

(50B)

0.43 (910)

0.53

(11

22)

0.22 (466).64 (135010

(30pQ)

0.32 {677)

b.44

(831)

0.52 (1101)

0.24 (50$)52 (1300)

15

(4504)

0.34 (72~~

0.63

(1339)0,

74 (1566)

0.22 (466)44 (110

0)15

(4540

Q.47

(995)

Q.64

(1355)QJ4 {1566)

Q.24 (5Q8)47 (1 75}

20 (&000) *

0.45 (953)

0.83. (1757)0.95 (20

11)

0.22 (466)44 (110

0)20

(6000) *

0.63 (1334)

0.8~ (1799)

0.98 (2032)

0.24

(5Q8)47 (117

5)

25

(7500) *

0..57 (1207)1.

45 (2223)

1.1.9 (2519)

Q.22

(466)44 (110

0)25

(7500) *

0.80 (1693]

1.07

(2265)

1.18 (2498}

D.24

(508)47 (117

5)

9'x9'x9°(2700x2700x225mm)

10'x7'x10 "(3000x2100x250mm)

3

(915}

0.25 (529)

Q.53 (11

22)

0.60 (1270)

0.22 (466)72(180Q3

(915)

0.32

(677)

0,51

(1080)

0,56 (1185)

0.24

(508)64(1600)

5

(1525)

0.22 (466)

x.37 (7$3~

0.~4

(931)

0.22

(466)72 (1BOQ5

(1525)

0.2~

(508}

0.38

(762)

0.43

. (91 Q)

0.24

{508}58(1450}

10

(300Q)

0.23

(487)

0.43

(910)

0,54

(1143)

x.22 (466)59 (1475)10

(3000)

0.30 (635)

0.46 (974)

0.55

(11

64)

0,24 (508)52 (T30D)

15

(4500)

0.32 (677)

0.63 (1334)OJ5 (1588)

0.22 (466)49(1225)15

(45Q0)

0.43

(91

Q)

0.67 (14

18)

0,78

(?651}

0.24 (508)47

(117

5}

20

(6000) *

0.43

(910)

0.84 (1778)

0.96

(2032)

0.22 (466)49 (1225)20

(6000) *

0.57 (12{77)

0.89

.(1

884)

1.01 (2138)

0.24 (508)47 (1.175)

25

(7500) *

0.54

(11

43}

1.175 (2223)1.20 (254Q~

fl.22 (466)44 (11D

Q)25

(7500} *

0.73

(1545

1.12. (2371)

1.24 (2625)

0.2~

(508)47(1175)

10'x5'x10 "(3Q00x1500x250mm)

1Q'x8'x10 "(30~0x2400x250mm)

3

(915)

0.38

($Q4)

0.46 (974)

0.48

(10

16)

0.24 (508)58 (14503

{915

)0.30 (635)

0.54 (1143)

0.60 (1270)

0.24 {508)64 (160Q)

5

(1525)

0.28 (593)

0.32 (677)

0.37 (783}

0..24 (

5(38

)52 (13045

(1525)

0.21

(445)

d.3$

(804)

Q.46

(974)

0.24

(5Q8)58 (1450)

1fl

(3000)

0.35 (741)

Q.41

(868)

0.49

(1037)

0.24 (508)52(1300)10

(3Q00)

0.28

(593}

.0,4

7 (995)

0.58

(1228}

0.24 (508)52(1300)

15

(4500)

0.52 (1101)

0:.6

0 (1270)0.70 (1482)

0.24

(508)47 (117

5)15

(4500)

Q.40

(8BB)

0..6

8 (1439)

0.81

(17

15)

0.24

(508)47 {117

b)

20

(6000) *

0.7~

(1482)0.80 (1693)

0.9i

(1926)

0.24 (508)47 (117

5)20

(60Q0) *

0.53

(11

22)

0..91 (1926)

1.04 (2201)

0.24

(5q8)47 (1175)

25

.(7500) *

0.90 (1905)

1.01 (2138)

1.11

(2350)

Q.24

(508)47 (117

5)~5

(7500? *

0.67

(14

18)

1.15

(2434)1.

28 (27p9)

D.24 (508)47 (1175)

EARTH COVER MORE THAN 2'

(610 mm)

DIMENSIONS SH01NN ARE SPAN x

RISE

x

*WHERE NOTED., SUBMIT DETAILS FOR


HAUNCH, WALL AND SLAB THICitNESS


H E~RTH COVER


AREA, IN ~/ FT (

rrirri 2j m)

MH E~RTH CQVER


AREA, IN 2/ F7 (mm ~/ m)

MFT (mm)

INCHES

FT (mm)

INCHES

MAXIMUM

A51

AS2

AS3

AS4

(mm)

MAXIMUM

A5~

AS2

A~3

AS4

(mm)

10'x9'x10"(3000x2700x250mm)

12'x5'x12"(3600x1500x300mm)

3

(915)

0.28 (593)

0.56

(11

85)

0,64

(1355)0.

24 (508)79 (19753

(915)

0.47

(995)

0.48

(10

16)

Q.50

(1059)

Q,29

(614)73 (1825)

5

(1525)

0.24

(508)

0.39

(826)

0.48

(10

16)

D.24

(508)64 (16045

(1525)

0.37

(783)

0.36

(762)

0.42

(889)

0.29

(614)66 (1650)

10

(3000)

0.27

(572}

0.48

(10

16)

0.60 (1270)0.

24 (508)58 (1450)10

(3000)

0.47

(995)

0.46

(974)

0.56 (11

86)

0.29

(614)59 (1475)

15

(45017)

0.38

(604)

0.69 (14

61)

0.83 (1757)0.24 (508)

47(1175)15

(4500)

0.89

(14

61)

0.67

(14

18)

0.79 (1672)

0.29

(614)

59(1.475)

2d

(6000) *

0.50 (1Q58)0.92 (1947)

1.06

(2244}0.

24 (508)47 (117

5)20

(6000)

0.92 (1947)

0,89 (1884)

1.02 (2159)

Q.29

(614)59 (1475)

25

(7504) *

0.63 (1334)

1.16

(2455)

1.31 (2773)0.24 (508)47 (117

5)25

(7500) *

1.18

(2498)

1.12

(2371)

1.25 (2646)0.

29 (614)59 (1475)

1Q'x10'x10°(3000x3000x250mm)

12'x6'x12"(3600x1800x300mm)

3

(915)

0,27 (572)

0.57 (12.07)

0.68 (1439)0.24 (508)79 (19753

(915)

0.44

(931)

D.52

(1101)

0.54

(11

43)0.

29 (614)66 (1650)

5

(1525)

0.24

{508)

0.41

(868)

0.50 (1058)0.24 (508)70 (1750)5

(1525)

0.34 (720)

0.39 (826)

0.46 (974)

0.29

(614)

59 (1475)

10

(30D0)

0.26

(550}

0.48

(10

16)

0.61

(12

91)

Q.24 (508)64 (16Q0

10

(3000)

0.43 (910)

0.49 (10

37}

0,60 (127D)0.

29 (614)

58 (1475)

15

(4500)

0.36

(762)

0.70 (1482)0.84 (1778)

Q.24

(508)52 (1300)15

(4500)

O.B3

(1334)

0.72

(1524)0.85 (1799)0.

29 (614)53 (1325)

20

(6000) *

0.48 (10

16)

0.92 (1847)

1.07 (2265)0.

24 (5D8)52 (130020

(fi000) *

0.84

(1778)0.95 (20

11)

1.09 (2307)0.

29 (614)53 (1325)

25

(7500) *

0.60

(1270)

1.16

(2455)

1.32 (2794)0.

24 (508)47 (117

5)25

(7500} *

1.07

(2265)1.20 (2540)1.

34 (2836)0.

29 (614)53 (1325)

l2'x4'x12"(3600x1200x300mm)

12'x7'x12"(36QOx210Qx3~Omm)

3

(915)

0.5Q

(1058)0.44 (931)

0.45 (953)

Q.29

(614)73 (1825)3

(915)

0.4i (868)

0.55 (11

64)

0.59

(1249)0.

29 (814)

6 (1650)

5

(1525)

Q.40

(847)

0.33

(699)

0.38 (804)

0,29

(614)66 (1 B50)5

(1525)

0.32

(677)

0.41

(868)

0.49 (1037)0.29 (614)59 (1475)

10

(3000)

0.51

(1080)0.42 (889)

0.51

(1080)0.

29 (614)59 (1475)10

(3000)

0.40

(847)

0.52 (1101)

Q.64

(1355}0.29 (614)

59 (1475)

15

(4500)

0.76

(1609)

4.61

(12

91)

0.72

(1524)0.

~9 (614)59 (1475)15

(4500)

0.58 (1228)0.78 (1609)

0.89

(1884)0.29 (614)

3 (1325)

~D

(6000}

1.03 (2180)

0.81 (17

15)

0.94

(1990)

0.29

(614}59 (1475)20

(6000] *

0.77

(163p)

1.00 (21

17)

1.15 (243470.29 (614)53 (1325}

25

(75D0) *

1.32

(2794)1.02 (2159)

1.15

(2434)0.28 (B14)59 (1475)25

(750D) *

0.97

(2053)

1.26 (2667)

1.41

(2985)0.

29 (614)

3 (1325)

EARTH CaVER MORE THAN 2° (610 mm)

DIME

NSIO

NS SHOWN AR

E- SPAN x

RISE x

*WHERE. tJO

TED,

SUBM17 DETAILS FQR

.STEEL COVER 1

.5 INCHES (38 mm) AT TOP OF 1NVERT SLAB



H E~R7H COVER

TRAN

SVEf

~SE REINFORCEMENT

AREA, 1N ~f FT (mm z/ m}

MH E~RI

'H COVER

tRANSVERSE REfNFORCEMENT

AREA, IN 2/ FT (mm ~/ m)

Mm

~ET

(mrn)

INCHES

FT (mm)

INCHES

MAXIMUM

A51

AS2

AS3

AS4

(mm)

MAXIMUM

A~1

A52

AS3

x'54

(mm)

~"z

12' x 8' x 1

2~' (36QQ x 2400 x

300 mm)

12' x

11' x 12" (36Q0 x 3300 x 300 rhm)

._.~

~3

(915)

0.39

(826)

Q.58

(122$)0.63 (1334)0.29 (614)66 (1650)3

(915

}0.

35 (741.)

q.66 (1397)0.

79 (1588)0.

29 {81

4).93 (2325

0 ~5

(1525)

0.30 (635)

0.43 (910)

D.52

(11Q1)0.29 (614)

59(1475)5

(1525)

0.29 (614)

0.48 (1016)

0.81 (1291)

Q.29 (614)$Q (2000

mZ

1Q

(3000)

0.38 (804)

0.54 (1143)

0.67 (1418)0.29 (614)59 (1475)10

(3000)

0.33 (699)

Q.58

(1228)

0.74. (1566)0.29 (614)73 (1825)

z ~~ ~

15

(45b0)

0.54 (1143)

0.79 (1672)

0.93 {1.969)

q.29

(614)53 (1325)15

(4500}

0.46

(974)

0.84 (779)

1.02 (2159)

0.29. (614)59 (1475)

20

(6000) *

0.71 (1503)

1.04

(2201)L2Q (2540)0.29 (614)53 (1325)20

(6000) *

0.6Q (1270)

1.10

(2328)1.

29 (2731)0.29 (614)59 (1475)

~25

(75Q4) *

0.90 (1905)

1.31

X2773)1.47 {3112)0.29 ~6~14~53 (i32a)25

(7500) ~

0.75 (1580

1.38 (28 1)

1.56 (3302]0.29 (614}59 (1475)

~'T'~v

r c~12' x 9' x 12" (3600 x

2700 x

300 mm)

12' x 12' x 12" (3600 x

3600 x 300 mmj

3

(915}

0.37 (783)

0.61

(1291)

0.67 (1418)0.29 (614)80 (20Q03

(915)

0.31 (656)

0.69 (1461)

0.:7

9 (1672)

Q.29 (614)93 (2325

Qt~~

5

(1525}

0.29 (614)

0.45 (953)

0,55 (1164)0.29 (614)66 (1650}5

(1525)

0.29 {614)

Q.5Q (1058)0.63 (1334)0.29 (614)80 (2000

Z10

(300Q)

Q.36

(762)

0.56

(1185)

0.70 (1482)0.29 (614)59 (1475)

1 Q

(3000}

0.32 (677)

.0.5

9 (1249)

0.76

(1609)

Q,29 (614)73 (1825)

/~

~15

(4500)

0.50 (1058)

D.81

(1715)

0.97 (2053)0.29 (614)53 (1325)15

(4500)

d.45 (953)

0.84.(1778)

1.03

(2180)0.29 .(6

14)59 (1475)

20

(6000) *

0.66

(1397)

1..07 (2265)

1.24

. (2625)0.29 (614)53 (1.325)20

(6000) *

0,58 (1228)

1.11. (2350)1.

30 (2752)0.29 (614)59 (1475)

Z25

(7500)

'~0.84 (1778)

1.35 (2858)

1.51

(3196)

0.29

. (614j53 (1325)25

(7b00) *

D.73 {1X45)

1.38 (2921)

1.5$ (3344)0.29 (614)59 (1475}

012' x 10'

x T2

° (3600 x

3000 x

300 mm)

3

(915)

0.3~ (720)

.0.64 (1355)

0.71 (1503

0.29 (614)80 ~20

CJ0

5

(1525)

0.29 (614)

0.47 (995)

0.58 (1228)0.29 (614)66 (1650

10

(3000)

0.34 (72

(7)

0.57 (1207)

Q.72

(1524)Q.29 (614)59 (1475)

~ (~ a

15

(4500)

Q.48 (10

9fr)

0.83 (1757)

1.00

(2117)0.29 (614)53(1325)

~ 0

20

(6000) *

Q.63 (1334)

1...09 (2307}

1.27 (2688)0.29 (61

~)53 (1325)

!~ D

25

(750D} *

0.79 (1fi72)

1.37 (29Q0}

1.54

(326Q)x.

29 (614)53(1325)

~,

z

SPAN, S

RISE

, R

TtTb

7M

TRANSVERSEREINFORCEMENTAREA,

IN 2/ FT(mm 2/ m)

TOP

BOTTOM

51~E

HAUNCH

FEET

FEET

INCHES

INCHES

INCHES

INCHES

AS1

AS2

RS3

AS4

X55

A56

AS7

ASS

~ i

(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

~ r

3 (900)

2 (600)7 (175)6 (150}

4 (100)

4 (100)

0.1.

7 (360

0.37 (783)

0.26

(550)

0.10 (212)0.22 (466

0.17

(360}

0.17

(360)

0.14 (296)

(7

~

~ e

~

°~ n

3 {900)3 (90Q)7 (175)6 (150)4 (100)

4 (10Q)

0.17

(360)

0.40 (847)

0.28 (593)

0.10 (212)0.23 (487)0.

17 (36Q)

0.17

(360}

0:14 (296)

D'~

0ry ~

4 {1200)2 (6fl

0)7.5 (190}6 (150)5 (125)

5 (125)

0.18

(381)

0.40 (847)

0.25 {529)

0.12

. (254)0.21 (445}

0.18

(381)

0.18

(381)

0.14 (296)

04 (12.00)3 (900)

7.5 (190)6 (150)5 (125)

5 (125)

0.1$

(381)

0.44 (931}

0.29 (614}

0.12

(254}0.23 (487)0.

18 (381)

0.18

(381)

0.14 (296)

~'4 (1200)4 (1200)7.

5 (190)6 (150)5 (125)

5 (125)

0.18

(381)

0.46

(974)

Q.32

(677)

0.12

(254)0.25 (529)0.

18 (381)

0.18

(381)

0.14 (296)

rnZ

Q o

5 (1500)3 (900)8 (200)7 {175)6 (150)

6 (150)

0.19 (402)

0.44 (931)

4.26

(550}

Q.14 (296)0.22 (466)0.19 (402)

0.19 (4Q2)

0.17

(36Q)

Z~

~ ~

5 (1500)4 (12g0)8 (200)7 (175)6 (1S0)

6 (150}

0.19 (402)

0.47 (995)

x.29 (614j

0.14 (296)0.24 (508)0.19 (402)

0.19 (402)

0.17

(360)

0

~ ~

~o

~ ~

5 (1500)5 (1500)8 (200)7 (775)6 (15D)

6 (150)

0.19 (402)

0.5Q (1059

0.32 (677)

0.14 (296)0.25. (529)0.19 (4d2)

0.19 (402)

0.17

(360)

~~ 0

6 (1800)3 (9Q0)$ (200)7 (175)7 (175)

7 (175

0.23(487)

0.45 (953)

0.24 (508)

0.17

(360)0.19 (402)0.19 (402)

0.19 (402)

0.17

(3~0)

vc~

~ °

6 {1800)4 (1200)8 (2Q0)7 (175)7 (175)

7 (175)

0.19 (402)

0.49 (1D37

0.31 (656)

0.17

(360)0.24 (5Q8)0.19 (402)

Q.19 (4Q2}

D.17

(360)

p~~ 0

6 (1800)5 (15U0)8 (200)7 (175)7 (175)

7 (175)

0.19 (402)

0.52 (11 p1)0.34 (720)

0.17

(360)0.25 (529)

0..1.9. (402)

0.19 (402)

0.17

(360)

~~ ~

6 (1800)6 (1800)8 (200)7 (175)

7 (175)

7 (175)

0.19 (402)

0.54 (1143)0.

36 (762j

0.17 (360)0.

26 (550)0.19 (402)

Q.19

(402)

0.17

(360)

pm 3

7 (2100)4 (1200}8 (200j$ (200)8 (200)8 (200)

0.26

(550)

0.49 (1037

0.25 (529)

0.19 (402)0.23 (487)0.19 (402)

0.19 (402)

0.19 (402)

~7 (2140)5 (1500)8 (200)8 (20Q)8 {200)8 (200)

0.23(487)

0.5~

(1101)

Q.34(720j

Q.19 (402}0.24(50$1

0,19 (402)

0.19 (402)

0.19 (402)

~ C)

7 210Q

{ )6 (1800)8 (200)8 (200)8 (200)8 (200)

0.21 (445)

0.54 (1143)0.37 783)

0.19 (402)0.26 (550)0.19 (402)

0.19 (402)

0.19 (402)

7 (2100)7 (2100)8 (2Q0)8 (200)8 (200}

8 (200)

0.19 (402}

0.56

(1186)0.39 (826)

0.19 (402)0.27 (572)0.19 (402)

0.19 (402)

0.19 (402)

8 (2400)4 (1200)8 (20Q)8 (200)8 (200)

8 (200)

0.31 (656)

0.53 (1122)x.

35 (741)

0.19 (4Q2)D.

25 (529)0.19 (402)

0.19 (402}

0.19 (402)

X8 (2400)5 (1500)$ (200)8 (200)8 (200)8 (200)

0.28(593)

0.57 (12Q7

0.39 (826j

0.19 (402)0.

26 (550)0.19 (402)

0.19 (402)

0.19 (402)

8 (2400)6 (1800)8 (200)8 (2Q0)8 (200)8 (200}

0.26

(55Q)

0.59 (1249

0.42 (889)

0,19 (402)0.28 (593)0.19 (402)

O.i9

(402)

0.19 (402)

8 (2400)7 (2100)8 (200}8 (200)8 (200}

8 (200}

0.24(508)

0.62 (1313)0.45 (953)

0.19 (402)0.29 (614)

0.19 (402)

0.19 (402)

0.19 (402)

_

(~,~

y

8 (2400)8 (2400S (200)8 (200)8 (200)8 (200)

0.22(466)

0.64 (1335

0.49 (1037]0.19 (402)0.30 (635)0.19 (402)

0.19 (402)

0.19 (402)

~ v

9 (2700)5 (1500)9 (225)9 (225)9 (225)9 (225)

0.29 (6t 4)

0.53 (1122)0.40 (847)

0.22 (486)0.

25 (529)0.22 (466)

b.22

(466)0.22 (4S6)

D9 (2700)6 (1800)9 (225)9 (225)9 (225)9 (225)

Q.27

(572)

0.56

(1186)0.42 (889)

0.22

. (466)0.

26 (550}0.22 (466)

0.22 (468)0.22 (466)

N

Z9 {2700)7 (2100)9 (225)9 (225)9 (225)9 (225)

Q.25(529)

0.58 (1228

0.45 (953)

0.22 (466)0.27 (572)0.22 (466)Q22 (466)0.22 (466)

SPA~J, a

RISE

, R

T{TOP

T B~TTOM

T SI~E

H HAUNCH

2

2TRANSVERSE REINFORCEMENT AREA, IN / FT (mm / m)

BEET

FEET

INCHES

INCHES

INCHES

INCHES

~Si

~'S2

~S3

AS4

A55

AS6

AS7

AS8

_(mm)

(mm)

(mm)

(mm)

(mm)

(mm)

~ p

9 (27008 (24009 (225}9 (225)9 (225)

9 (225)

0.23(487)

0.60 (127Q

Q.48 (101

6)0.22 (466)Q.

28 (593)0.22 ~46

6~0.22 (466)0.22 (466)

~~ ~

9 (27Q0)9 (27D09 (225)9 (225)9 (225)

9 (225)

Q.25

(529

)0.

62 (131

3)D.

54 (114

3)0.

27 (572)0.

2& (593)0.22 (466)

Q.22 (4B6)0.22 (46f

i)

DZ

r,~ ~

10(3000)5 (15D0)1Q (25Q)10(250)10 (250)

10(250)

0.29 (614)

0.51 (1080

0.38 (804)

0.24 (508)0.

24 (508}0:24 (508}

0.24

(508)024 (508)

0m10(3

000)6 (1800)10 (25Q)10 (25d)10 (250)

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(572)

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2)0.

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8)0.

24 (508)b.24 (508}

0.24 (508)

x.24 (508)

~~ ~'

10 (30(10)7 (21 DO)1 D (.250)10 (250)10 (25Q)

10 (250)

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(529)

0.55 (1164

0.45. (953)

0.24 (508)

0..25 (529)0.

24 (508)

0.24 (5a8)0.24 (508

mz

a a

10(3000)8(

2.40

01f

l (250)10(250)10(250)

10(250)

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24(5

08}0.26(550)0.24(548)

0.24(508

0.24(508)

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~.+'

10~~00(7)9(270010 (250)10(250)1~(25Q)

~Q(2

50~

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(124

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27 572)0.24(508)

0,24(508)0,24(508)

~^~1

v'

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~ ~

10 (3000j10(3DOQ10 (250)10 (250)

1 Q (250)

10 (25Q)

0.26

(550)

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0.60 (1270)0.30 (635)0.28 (593)0.24 (508}

0.24 (5a8)0.24 (5Q8)

('~~

~ ~

12(3600)4 (1200)12 (300)12{300)12(30Q)

12(300)

0.40(847)

0.44 (931)

0.40 (847)Q29 (614)Q29 (614}

x.29

(614)

0.29 (614}

0.29 (614)

vn° ~

12(3600)5 (1500)12 (300)12(300)12(30Q)

12(300)

035(741)

0.46 (974)

0.44 (931)

Q.29 (614}0.29 (614)

0.29 (614)

0.29 (614)

0.29 (614)

rn12(3600)6 (18pQ)12 1300)12(300)12(30Q)

12(300)

0.33(899)

Q.49 (1037

0.49 (1037)0.29 (614)0.29 (614)

0.29 (614)

0.29 (6

.14)

0.29 (614)

Q~

0~ 3

12(3600)7 (2100)12 (300)12(300)

12(30(?)

12(300)

0.31 (656).

0.51 (1080

0.53 (1122)0.29 (614)Q.

29 (614).0

.29 (614)

0.29 (614)

0.29 (614)

Z

r ~ ~

12(3600$ (240012 (300}12(300)12(300)

12(300}

0.30(635)

0.52 (1101)

0.57 (12Q7)0.29 (614}0.29 (614)

0.29 (614}

0.29 (614}

0.29 (614)

m~

12(36Q0)9 (270012 (3Q0)12(300)12(300)

12(340)

p.29

(614

)Q.54 (1143)0.60 (1270)0,29 (614)0.29 (614)

4.29 (C74)

0.29 (614)

0.29 (614)

12(3600)10(3QQ012 (300)12(300)12(300

12.(

300)

0.29(614)

0.55 (1164}0.64 (1355)p.29 (614)Q.3Q (635)

Q.29 (614)

0.29 (614)

0.29 (614)

~12(36Q0)11(33QQ12 (300)12(300)12(300)

12(300)

Q.29(614)

0.57 (1207

0.68 (1439)0.29 (614)0,

31 (656)0.29 (694)

0.29 (614)

0.29 (614)

12(3600)12{360012 (3Q0)12(30Q}12(300)

12(300)

0.31 (656)

0.58 (1228

0.72 (1524)0.29 (614)0.32 (677)0.29 (614)

0.29 (614)

0.29 (~14)

S ~I D

1 Q D

rn

OO

~I

~ ~

~~j

Z


(610 mm)


RISE

x


AILS

FOR

STEEL COVER 2,

0 IN

CHES

(50 mm) AT TOP dF INV

ERT SLAB


TAP SLAB SHEAR REINFORCEMENT


2/

2/


2/

2/

E~RTH GOVER

AREA, IN

FT (mm

m)

ME~RTH COVER

AREA, IN

FT (mm

m)

MFT (mm)

INCHES

FT (mm)

INCHES

MAXIMUM

A~~

Adz

AS3

AS4

(mm)

MAXIMUM

A~~

ASZ

A53

A~4

(mm)

3'x2'x4"(900x60Dx100mm)

4'x3'x5"(120dx900x125mm)

3

(915)

0..1

2 (254)

0.21

(445)

0.33

(699}

0.10 (217)

31 (775)3

(915)

0.16

(339)

0.28 (593)

0.33

(699)

0.12 (254)

38 (950)

5

(1525)

0..10 (217}

0.10 (217)

0.17

(360)

0.10 (217)

31 (775)5

(1525)

0.12 (254)

0..1

5 (318)

0.23 (487)

0.12 (254)

38 (950)

10

(3000)

0..10 (217)

0.12 (254}

0.24

(508)

0..10. {217)

31 (775)10

(3000)

0.12 (254)

0.17 (360)

0.28 (593)

x.12 (254)

38 (950)

15

(4500)

0..10 (217)

0.18

(381)

0.33 (699)

0.10 (217)

31 (775}

15

(4500)

0.12 (254)

0.24 (508)

0.40

(847)

0.12 (254)38 (950)

20

(600Q) *

0.13

(275)

0.23 (487}

x.43

(910)

0.10 (217)

31 (775)20

(6000)

Q.16 (339)

0.31

(656)

0,51

(1080)0.12 (254)38 (950)

25

(7500) *

0.21

(445)

0.39

(826)

0.62 (13

12)

0.12

(254)38 (950)

3'x3'x4°(900x900x100mm)

4'x4'x5"(1200x1200x125mm)

3

(915)

0.10 {217)

0.25 (529)

0.3~ (826)

0.10 (217)

3t (775)3

(915)

Q.13 (275)

0.31 (65B)

0.37

(783)

0.12 (254)

38{950)

5

(1525)

0.10

{217)

0.12 (254)

0.21

(445}

0.10 (217

31 (775)5

(1525]

0.12 {254)

0.16 (33

9.)

0.16

(339)

0.12 (254)

38.(

950)

10

(5000)

0.10

(217)

0.13

{275)

0.24

(5Q8)

0.10 (217)

31 (775}

10

(3000)

0,12 (254)

0.17

(,36Q)

0.30

(635)

0.12 (254)

38 (950)

15

(4500)

0.10

(217)

0.18 (381)

0.34 (720)

0.10 (217)

31 (775)15

(4500}

0.12 (254)

0.24 (508)

0.41

(868)

0.12 (254)38 (950)

20

(6D00) *

0.10 (217)

Q.24

(508)

0.43

(910)

0.10 (217)

31 (775)20

(6000)

0.13

(275)

0.32 (677)

0.52 (1

101)

0.12 (254)

38(950)

25

(7500) *

0.16

(339)

0.4$

(10

16)

0.64

(1355)0.

12 (254)38 (950)

4'x2'x5"(1200x600 x125 mm)

5'x3'x6 "(1500x900x15~mm)

3

(915)

Q.21

(445)

0,23

(489)

0.27 (572)

0.12 (254)

38 (950)3

(915

0.21

(445)

0.29

{61

4)Q.

30 (635)

0.14 (296)45 (112

5)

5

(1525)

0.12 (254)

0.13

(275)

0.19 (402)

0.12 (254)36 (950)5

(1525)

0.14

(296)

0.17 (360)

0.25

(529)

0.14 (296)

36 (900)

1Q

(3000)

0..1

2 (254)

0.15 (318)

0.25 (529}

0.12 (254}

38 (950}

10

(300Q)

Q.14 (296)

0.20 (423)

0.32 (677)

0.14 (296)

36 (900)

15

.(4500)

0..17 (360)

0.21

(445)

0.35 (741)

0.12 (254)

38(950)15

(4500)

0.19 (402)

0.29

(614)

0.44 (931)

0.12 (254)

35(875)

20

(6000)

0.23

(487)

0.28 (593)

0.45 (953}

0.12 (254}

38 (950)20

(6000) *

0.25 (529)

0.37

(783)

Q.57

(1207)

0.12 (254)

35 (875)

25

(75D0) *

0.29

(61~)

0.35

(741)

0.56

(11

85)

a.12 (254)

38(950)25

(7500) *

0.32 (677)

0.47

(995)

0.70

(1482)

0.12 (254)

35(875)

EARTH COVER MdRE THAN Z'

(61D mm)

DIME

NSIO

NS SHOWN ARE SPAN x

RISE x


AILS

FOR

STEEL COVER. 2A INCHES (50 mm) AT TOP OF INV

ERT SLAB

HAUNCH, WALL A

ND. SLAB TF

iIGK

NE5S


~`j►

D z a

ITI

DzZU

~

~yv /~

O ~ ~a

Q

r n

nQ ~

d~

Z ~n z

~~ n 0 z

z (,I~ v

~ ~ v

o

~ ~

A

D Z


2/

2/


2/

~/

E,~R

TH COVER.

AREA, IN

FT (mm

m)

ME~RTH COVER

AREA, IN

FT (mm

mj

MFT (mm~

INCHES

FT (mm)

INCHES

MAXIMUFA

ASS

A~2

ASS

Ash

(mm)

MAXIMUM

ASS

AS2

ASS

A~~.

(mm)

5'x4~x6 "(1500x1200x150rnm)

6'x4'x7°(1800x1240x175mm

3

(915)

OJ$ (381)

0.33

(69~~

0.34

(72Q)

0.14 (296)

45(1125)3

(915)

0.22

(4f6)

0.33

{699)

0.33

(699}

0.17 (36Q)4(1475)

5

(1525)

x.14

(296)

0.19 (402)

0.29

(614)

0.14 (296)

45 (112

5)5

(1525)

0.17

(360)

0.22 (466)

0.31 (656}

0.17 (360)40 (1D00)

10

(3000)

0.14 (296)

0.22 (466)

x.35 (741)

0.14 (296)

36 (900}

10

(3000)

0,17

(3fi0)

0.25.. (529

0.39

($26)

0.17 (360)39 (975)

15

(45QQ)

0,1.

5 (318)

0.31

(656)

0.48

(1Q

16)

Q.14

(296)

35 (875)15

(4504)

0.22

(4fi6)

0.32 (677)

0.54

(11

43}

0,17 (360)39 (975)

20

(6 00} *

0.20

(423)

0.40 (847)

0.62 (13

12)

C1J2 {25~-

)35 (875}20

(6000) *

0.25

(614)

0.47

(995)

0.69

(14

61)

0.17 (36

01)38 (850)

25

17500) *

0.25

(529)

0.50 (1058)

x.75 (1588)

Q.12

(254}

35 (875)25

(7500) *

0.36

(762)

D.58

(1228j

Q.85

(1799}

Q.17

(360)38 (850)

5'x 5'x6°(1500x1500 x150 mm)

6'x 5'x7 "(18~0x1500x175 mm)

3

(915j

0.16

(339)

Q.35

(741)

0.37 (783}

0.1 ~ (2g6)

45 (11253

(915)

0.19 (402)

0.36 (76~)

0.36

(7f 2)

0.17 (360)52 (130

0}

5

(1525)

0.~4 (296)

D.21 (445)

0.31

656)

Q.14 (296)

45(1

125}5

(1525)

O.i7 (360)

0.24 (508

0.35 (741)

0.17

(3&0)430075

10

(3000)

0.14 (296)

0.22 {466)

0.36 (762}

0.14 (296)

36 ~9a

0~10

(3000)

0.17 (360)

0.37

(783)

0.42 (889)

0,17 (36Q)39 (975)

15

(4500)

0,14

(29fi)

x.31

(656)

0.49

(1037)

0.14 (256)

35 {~75)

1S

(~kS

~O}

0.19

(402)

0.~7

(783}

x.59 (1249)

0.17

(360)38 (950)

20

(6400) *

0.17

(360)

0.40

(847)

Q.63 (1334)

0,14 (296)35 (875)20

(6000) *

0.24 (508)

0.49

(1037)0.73 {1.545)

0,17 (3&0)38 (950)

25

(7540) *

0.22 (466)

0,50 (1056)0.

76 (1609)0.

14 (296)

35 (875)25

(750D) *

0.31

(6b6)

Q.60

(1270}

0.$9

(1884)

0.17

(360

38 (950)

6'x3'x7"(1600x90Qx175mm)

6'x6'x7"(1800x180~x175mm)

3

(915)

0.24 (508)

0.29 (614)

d.29 (614)

0.17 (36Q)

43 (10753

(915)

0.17 (360)

0.3B

(804)

0.40 (847)

Q.17

(360)52 (1300)

5

(1525)

0.17

(360)

0.19 (4d2)

0,27 (572)

0,17

(360)

40 (1gpQ5

(1525)

0,17

(360)

Q.25

(529)

0.37 (783)

0.17 (360)52 (130D)

10

(3000)

0.19 (402)

Q.23 (489)

0.35 (741)

0.17

(360)

39 (975)10

(3000)

0..17 (360)

0.27

(572}

4.43

(910)

0.1.7 (360)43 (1075)

15

(4500)

0.27 (572)

0.32 (677)

0.49

(1037)

0.17 (360)

38 (950)15

(4500)

0.17

(360}

0.38

(804)

0.58

(1228)

0.17 (360}39 (975)

ZO

(6000} *

Q.36

(762)

0.42 (88~)

0.63

(1334)

0.17 (360)

38 (950)20

(6000) *

0.22

(465)

0.49

{1 Q

37~

0.74 {1567)

0.17

(36Q)~8 (950)

25

(7500) '

~0.45 (953)

0.53 (11

22)

0,78

(16

51)

0,17

(36

0).38 (950)25

(7500) *

0.27

(572)

0.61

(1291.)

0.89

(1884)

0.1,7 (360)38 (950)


(610 mm)

DIMENSIONS SHOWN ARE SPAN x RI

5E x


STEEL COVER 2.0 INCHES (50 mm) AT TAP OF INVERT SLAB

HAUNCH, WAIL AND SLAB THICKNESS


H E~RTH COVER

TRANSVERSE REINFQRCEMENT

AREA, IN 2f FT (mm 2j m)

MH E~RTH COYER


AREA, I

IJ 2/ FT (mm ~/ m)

MFT (mm)

IM1ICHES

FT (mm)

INCHES

MAXIMUM

ASS

AS2

AS3

AS4

(mm)

MAXIMUM

ASS

AS2

AS3

AS4

(mm)

7'x4'x8"(2100x1200 x200 mm)

7'x7~x8 "(2100x2100x200mm)

3

(915)

0.24 (508)

0.33 (699}

0.38 (804)

d.19 {402)47 (1175)3

(915}

0.19 (402)

d.41

(868)

0.5Q

(1058)

0.19 (402)59 (1475

5

(1525)

0.19 (402)

0,24 (508}

D.24

(508)

0.19 (402)43 (10755

(1525)

0.19 (402)

D.27

(572)

0.44 (931)

0.19 (4R2)59 (1475

10

(3000)

0.21 (445)

Q.Z$ (593)

0.43 (910)

0.19 (402)43 (1075]10

(3000)

0.19 (402)

0.32 (677)

0.50 (1058)

0.19 (402)47 (1175)

15

(4500)

0.3$ (804)

.0.5

2 (1101)

0.76 (1609)

0.19 (4Q2)

41 (1 d25)15

(4500)

0.20 (423)

0.44 (931)

D.68

(1439)

0.19 (402)43 (1075)

20

(8000)

0.39 (826}

0.52 (1101)

0.76 (1609)

0.19 (402)

41 (102520

(5000) *

0.~6

(550)

0.58 (1228)

0.86

(1820)

x.19

(4Q2j

41 (1025)

25

(7500) "

`Q.

49 (1Q37)0.65 (1376)

p.94 (1990)

0.19 (402)

41 (1025)25

(7500) *

0.33 (699)

0.71

(15Q3}

1.03

(2180)

0.19 (402)

41 (1Q25)

7'x5'x8"(2100x1500x20dmm)

8'x4'x8"(2400x1200x2~Omm)

3

(915)

0.22 (466)

0.36

(762)

0.42 (889)

0.19 (402)59 (1475)3

(915)

0.31 (656)

0.39 (826)

0.45

(953)

0.19 (40

2).50 (1250

S

(1525)

0.19 (402)

0.27 (572)

Q3$ (804)

0.19 (402)43 (1075)5

(1525)

0.25

(529)

0.31

.(6

56}

0.42 (889)

0,19 (4D2}45 (1125)

10

(3000)

0.19 (402)

0.30 (635)

0.40 (847)

0.19 (442)43 (1075

10

(3000)

0.31 (656)

0.36

(762)

0.54 (1143)

0.19 (402)45 (1125)

15

(4500)

0.25 (529)

0.43 (910)

0.64 (1355)

0.19 (4D2)

41 (1025)15

(4500)

0.44 (931)

O.S1

(1080)

0.75

(1588}

0.19 (402)

41 (1025}

20

(6000)

0.33 (fi99)

Q.56

(1185)

0.82 (1736)

0.19 (402)

41 (1025)20

(6000) *

0.58

(1228)0.67 (1418)

O.g7 (2053)

0.19 (402)

41 {1025)

25

(7500) *

0.41 (868)

Q.69 (1461)

0.99 (2096)

Q.19 (40~)

41 (102525

(7500) *

0.75

(1588)0.84 (1778)

1.18 (2498}

0.19 (402)

41 (1025

7'x6`x8"(2100x1200x200mm)

8'x5'x8"(2400x1500x200mm)

3

(915)

0.20 (423)

0.39 (826)

0.46

(974)

0.19 (402)59 (14753

(915)

0.27 (572)

Q.72

(1524)

0,50 (1058)

0.19 (4D2)50 (1250

5

(1525)

0.19 (402)

0.28 (593)

Q.41

(868)

0.19 (402)47 (1175}5

(1525)

0.23 (487)

0.33 (699)

0.46

(974)

q.19 (402)50 (1250

10

(3000)

0.19 (402)

0.32 (677)

0.49 (1037)

0.19 (4D2)43 (1075)10

(3000)

0.27 (572)

0.39 (826)

0.59 (1249)

0.19 (402)45 (1125)

15

(4500)

0.22 (466)

01.44 (931)

0.66 (1397)

Q.19 (402)

41 (1D25)15

(4500)

U.38 (8Q4)

0.55 (1164)

0.81 (1715)

0..19 (402)

41 (1025)

20

(60Q0) *

0.29 (614)

Q57 (1207)0.84 (1778)

0.19 (402

41 (1025)2Q

(6Q00) *

0.51 (1080)

0.72. {1524)

1.04

(2201)

0.19 (402)

41 (1025)

25

(7500} *

0.36 (762)

0.71 (1503)

1.03

(2180)

Q.19 (402)

41 (1025)75

(7500) *

0.65

(1376)

0.91

(1926)

1.27 (2688)

0.19 (4Q2)

41 (1025

EART

FI COVER MORE THAN 2~ (610 mm)


RISE x

~ WHERE NQTED, SUBMIT DET

AILS

FOR

STEEL COVER 2,

0 INCHES (50 mm) AT TOP OF INV

ERT SLAB



n~ D z 0 O

t~l

a

~~

/~

~ c Wv

r

n~

Q~

Z n

C)

z C O z

X

i (~ a

1 O D

o

vO

-Q~

'~

r~ D

N

Z


~l

2~

HTRANSVERSE REINFQRCEMENT

~J

~~E~RTH COVER

AREA, fN

FT (mm

m)

E~RTHCOVER

AREA, IN

F'T (mm

m)

MFT (mm)

INCHES

FT (mm)

INCHES

MAXI

MUM.

aS1

AS2

'~53

A~4

(mm)

MAXIMUM

~S1

AS2

AS3

~S4

(mm)

8~ x

61 x

8" (2400 x 1800 x

200 mm)

9' x 5 x 9" (270D x

1500 x

225 mm)

3

(915)

0.25 (529}

0.45 (953)

0.54 (11

22)

0.19 (402)55 (13753

(915)

0.34

(720)

Q.44

(931)

0.54 (11

43)

b.22 (466

54 (1:350}

5

(1525)

0.21

(445)

0.36

(762)

0.50 (1058)0.19 (402)50 (12505

(1525)

0.28. (593}

0.35

(741)

Q.29

(614)

0.22 (466)

49 (1225)

1 Q

(3000)

4.25 (529)

Q.41 (868)

0.52 (1312)

0.19 (402)45 (112

5)10

(30011)

0.33

(699)

0.42 (889)

0.62 X1312)

Q.22

(466)

49 (1225)

15

(4500)

0.35 (741)

0.58 (1228)

Q,85

(1799

0.19 (402}

41 (1025

15

(4500)

0.46 (974)

0,59

(1249)0.86 (1820)0.22 (466)

44(1100)

20

(8000) *

0.45 (953)

0.76

~16

D9)

1.08

(228&)0.19 (402)

41 (102520

(6Q00) *

0.61

(12

91}

Q,7$ (16

51)

1.10

(232$)4.22 (466)

44(1100)

25

(7500) *

0.57

(1207)0.95 (2Q11)

1.32 (2794)0,19 (402j

41 {102525

(750Q) *

0.78

(16

51)

0.97

(2053)1.

34 (2836)0.22 (466)

44 (11 D0)

8'x7'x8°(2400x2100x20Qmm)

9'x6'x9 "(3300x18D0x225mm)

3

(915)

0.23

(489}

0.47

(995)

0.58 (1228)0.19 (402)65 (13763

(915)

0.30 (635)

0,47 (995)

0.58 (1228)

x,22

(466)

59 (1475)

5

(1525)

0.19 (402).

0.38

.(80

4}0.54 (11

43)

0..1

9 (402)

55(13755

(1525)

0.25 (529)

0,38 (8d4)

0.53 (11

22)

0:22

.. (466)

54(1350)

1d

(3000)

x.23 (487)

0.42

(889)

0.65 (1376)

0.19 (402)

45(1125}10

(3000)

p.30 (635)

0,44

(931)

0.66 (1397)0,22 (466)

49(1

.225

)

15

(4500)

0.32 (677)

0.59 (1249)

0.88 (1663)

0.19 (402)

41 (102515

(45D0)

0.42 (889)

0.62 (13

12}

0.91

(1926)0.22 (468)

44 (110

0)

20

(6000) *

0.42 {889)

0.77

(1630)

1.11 (2350]0.19 (402)

41 (102520

(6000} *

0.55 (11

64)

4.82 (1736)

1.16

(2455)0.22 (466)

44 (110

0)

25

(750Q) *

0.52 (1

1.01)

0.97

(2053)1.

35 (2858)

D.19

(402

41 (1D2525

(7500) *

0.69

(14

61)

1:Q2

(2159)1.

42 (30D6)0.22 (466)

44(1100)

S'x8'x8"(2400x24D0x200mm}

9'x7'x9'"(2700x2100x225mm)

3

(915)

0.22 (466j

0.49 (1037)Q.

62 (13

12}

0.19 (402)65 (16253

(915)

0.28

(593)

0.49

(1037}

0.63 (1334)

Q.22

(466)

59 (1475)

5

.(1525)

0.19 (402)

0..4

0 (847)

.0.5

7 (12Q7~

0.19 (402)65 (16255

(1525)

0.23

(487)

0.41

(868)

Q.57

(1207)0.22 (466)54 (1350)

10

(3000)

Q.22

(466)

Q~43

(910)

0.66

(1397)0.19 (402)50 (1250

1 Q

(3000)

0.27

(572)

0,46 (974)

Q.7Q (1482)

Q.22

(466)

49 (1225)

15

(4500}

0.30 (635}

0.59 (1249)0.

89 (1884)0.19 (402}

45(1

'125

)15

(45Q0}

Q.3$ (BC14)

q.65 (1376)0.

95 (20U)

0.22 (466)

44 (110

0)

20

(6000) *

0.39

(826)

0.77

(1630)

1.12 (

2371.)

0.19 (402)

45(1125)20

(8000) '

'0.50 (1Q58)0:

85 (1799)

1.21

{2561)0.22{466)

44(1100

25

(7500} *

p.49 (1037}0.

97 (2053)1.

36 (2879)0.19 (402)45 (112

5)25

(75001) *

0,63 (1334)

1.06

. (2244)1.46 (3090)0.22 (466)

44 {11 DO)


(610 mm)

DIMENSIONS S

HQWt+! ARE SPAN x RISE x

*WHERE NOTED, SUB

MtIT

DET

AILS

FOR

STEEL COVER 2,

0 INCHES (50 mm) AT TQR OF INV

ERT SLAB


TQP SLAB SHEAR REI~JFORCEMENT

H E~RTH COVER


AREA, IN 2/ FT (mm 2/ m)

MH E~RTH COVER


AREA, IN 2/ FT (mm ZJ m)

MFT (mm)

INCHES

FT (mm)

INCHES

MAXIMUM

ASS

A~2

A~~

AS4

(mm)

MAXIMUM

ASS

AS2

ASS

A~~,

(mm)

9~ x 8' x 9" (2700 x

240 x

225 mm)

10~

x 6'

x 10" (3300 x

180Q x 250 mm)

3

(915)

0.26 (55D)

0.51

(1080)0.67 (14

18)

0.22

(466)72 (18Q0)3

(915)

0.34

(720}

0,49

(1037)0.

63 (13

34}

0.24 (508)58 (1450)

5

(1525)

0.22 (466)

0.43

(910}

0.61

(1291)

0.22

(466)59 (1475)5

(1525)

0.30 (635)

0.41

(8&8)

0.56 (11

85)

0.24

(508).52 (1300)

10

(3000)

0.26

(550}

D.47

(995)

0.72

(1524)

0.22

(466)54 (135010

(3000)

0.35 (741)

0.48

(10

16)

0.71

(1503)

0.24 (508)52 (1300)

15

(4500)

0.36

(762)

0.66 (1397)

0.98 (2D74)

0,22

(466)44 (110

Q)15

(450q)

0.49

(1037)0.

67 (14

18)

0.97

(2053}

0.24 (508)47 (117

5)

20

(6000) *

0.46 (974)

0.86

(1820)

1.23

(2604)

0.22 (466}44 (110

0)20

(6QQ0) *

0.65 (1376)

0.88 (1863)

1.24 (2825)

0,24 (508)47 (117

5)

25

(7500} *

0.58

(1228)1.07 (2265}

1.49

(3154)

0.22

(466)44 (110

0)25

(7500) *

0.82

(1736)

1.09 (2307)

1.51 (3196)

D.24

(508

47 (117

5)

9' x 9'

x 9" (2700 x

2700 x

225 mm)

10' x 7'

x 10" (3000 x

2100 x

250 mm)

3

(915)

0.25 (629)

0.53

(11

22)

0.71

(1503)

0.22

(466)72 (180Q)3

(915)

0.32

(677)

0.51

(1 Q80)Q67 (14

17)

0.24

(508)64 (1600)

5

(1525)

0.22 (466)

0.44 (931)

0.64

(1355)

0.22 (468)72 (18005

(1525)

0.28

(593)

0.43

(910)

0.60 (1270)

D.24

(508)58 (145Q)

10

(300Q)

0.25 (529)

0.48 (10

16)

0,74 (15f7)

0.22 (466)59 (1475)10

(3000)

0.32

(677)

Q.50 (1058)

0.75 .(1

588)

0.24

(508)52 (1300)

15

(450Q)

0.34

(720)

0.86

(1397)

0.99 (2096)

0.22

(466)49 (1225)15

(4500)

0.45 (953)

Q.70 (1482)L02 (2Q59)

D.24 (508)47 (117

5)

2d

(6000) *

0.44

(931)

0.86 (1820)

1.25 (2646)

0.22 (466)49(1225)20

(8004) *

0.59 (1249)

0.91 (1926)

1.29

(2731)

0.24

(508)47(1175}

25

(7500 *

0.55

(11

64)

1.08 (2286)1.50 (3175)

x.22 (466)44 (110

0)25

(7500) *

0.74 (1567}

1.14

(2413)

1,57

(3323)

0.24 (508)47 (117

5)

10'x5'x10"(3000x1500x250mm)

10'x8'x1Q"(3000x24QOx250mm)

3

(915)

0.38

(804)

0.46

(974)

0.57

(12Q7)

0.24

(5Q8)58 (1450}3

(915)

0.30 (635)

0.54 (11

43)

0.72 (1270)

0.24

(508)64 (1600)

5

(1525)

0.32 (677}

0.38

(804)

0.52

(1101)

0.24 (508)52 (1300)5

(1525)

0,26 (550)

0.46

(974)

0.64

(974)

0,24

(508)58 (1450)

10

(3000)

0.39

(826}

0.45 (953)

0.66

(1397)

0.24 (508)52 (1300

10

(3000)

0.30 (635)

0.52 (1101)

0.78 (1228)

0.24 (5Q8)52 (1300)

15

(4500)

4.54

(11

43)0.

63 (1334)

0.91 (1926)

0.24

(508)47 (117

5)15

(4500)

0.4~ (889)

0.72 (1524)

1.05

(2223)

0.24 (508)47 (117

5)

20

(6000) *

0.72. (1524)0.82 (1736)

1.17

(2477)

0.24 (508)47 (117

5)20

(6000) *

0.54

(11

43)

0.94 (1990)

1.33

(2815)

0.24

(508)47 (117

5)

25

(750Q) *

0,91 (1926)1.03 (2180)

1.42

(3006)

0.24

(508)47 (117

5)25

(7500) *

0.68 (1439)

1.17

(2477)1.62 (3429)

0.24 (508}47 (117

5)


(61Q mm)


RISE x


AILS

FOR

STEEL COVER 2.

0 IN

CHES

(50 mm) AT TOP OF INV

ERT SLAB

HAUNCH, WALL AND SLAB THfCKNE55

TQP SLAB SHEAR REINFpRCEMENT

DD z

~0

~~ a

DTI

D z~ 0

~.~

~

Q

r n O

Z ~n z

~~ c c~ 0 z

0

~ ~ D

Q A

I v

O

-a~

~

w

Z


~/

2f


E~RTH COVER

AREA, IN

FT (mm

m)

ME~RTH COVER

AREA, IN'

~J FT (mm ~J m)

MFT (mm)

INCHES

FT (mm)

N~~H~g

MAXIMUM

ASS

A5~

A~~

A~Cp,

(mm)

MAXIMUM

ASS

A~~

AS3

A~q

(mm)

10' x

9~ x 10

" (3

CIOQ

x 27x0 x

250 mm)

12' x 5' x 12"

{36

D~1

x 15pQ x 300 mm~

3

(915)

0.28

(593)

0.56

(1185)

0.76 (1609)Q.

24 (508)79 (19753

(915)

0.4~ (995)

0.48

(1Q

16)

Q.61

(12

91)

0.29

(614)73 (1825)

5

(1525)

0.24

(508)

0.47 (995)

0.68

(1439)0.

24 (5D8)64 (16005

(1525)

0.42

(889)

0.52

(1101)

0.57

(1207)

0.29

(614)66 (1650)

10

(3000)

0.29

(614)

(7.5

3 (11

22)

0.81

(17

15)

a.24

(5D8)58 (1450

10

(3000)

0.51

(1080)

0.50 (105$)

0.71

(1503)

0.29

(614)59 (1475)

15

(4500)

p.39

(826)

0..7

3 (1545)

~,os

(2~~s)0.24 (5

08}47 (1175)15

(4500)

0.72 {1524)

0.70 (1482)

1.01

(2138)

0.29 (614)59 (1475).

20

(6000) *

4.51

(1080)

0.95 (2011)

1.36 (2879)0.24 (508)

47(1175)20

(6000) *

d.95 (2011)

0.91

(1926)

1.29

(2731)

0.29 (614)59(1475)

25

(7500} *

D.64 (1355)

1.18 (2498)1.

64 (3471 }

D.24 (508)47 (1175)25

(7500) *

1.21 (2561)

1.14 (2413}

1.57 (3323

0.29 (614)59 (1475)

10' x 10' x 10" (3000 x

3000 x 250 mrn)

12'

x 6'

x 12" (3600 x

1800 x

340 mm)

3

(915)

0.26

(550}

Q.57 (12:07)

0.8Q

(1693)0.24 (508)79 (19753

(915)

0.44 (931)

0.52 (1141)

0.66

(1397)0.29 (614)

6 (1650)

5

(1525)

0.24 (508)

0..50 .(

.105

8)0.72 (1524j0.24 (508)70 (17505

(1525)

0.39 (826}

0.45 (953)

0.62 {1312)0.29 (614)

9 (1475)

10

(3000)

0.2$ (593)

0.54 (1143)

0.83. (1757)

0.24 (~08)64 (180010

(3000)

0.47 (995)

0.54 (1.

143)

0.79 (1672)0.29 (614)

59 (1475)

15

(4500)

0.38 (804)

0.74 (1567

1.19

(2519)

Q.24 (508)52 (130015

(4500)

0.66

(1397)0.75 (1588)

1,08 (2286)0.29 (614)

3 (1325)

20

(6000) *

0.49 (1037)0.95 (2 11)

1.38 (2921) ~0.24 {5b8)52 (130020

(6000 *

0:86

(1820]

D.98

(2074)1.38 (2921

0.29 (614)

3 (1 25)

25

(750Q) *

0.61 (1291)

1.19

(2519)

1.65 (3493}

Q.24 (508)47 (1175)25

(750Q) *

1.09 (2307)1.22 (2x82)1.68 (3556)0.29 (614)

3 (1325)

12'x4'x12 "(3600x12Q0x300mm)

12'x7'x12 "(360Qx2100x300mm)

3

(915)

0.31 (856)

0.69 (1 61)

0.95 (2011)

0.29 (614)73(1825)3

(915)

0.41 (868}

0.~5 ~11

~4)

0.77 (1630)0.29 X614)

6(1650)

5

(1525)

0,46

(974)

0.53 (1122)

0.80 (1693)0,29 (614)66 (165Q)5

(1525)

0.37 (783)

0.49 (1037)0,67 (1418)Q.29 (614}

9 (1.475)

10

(3000)

a.56 (U 857

0,46

(974j

0.67 (1418)

0.29 (614)59 (1475)10

(3000)

4.44 (931)

0.57 (1207)0.84 (1778)0.29 (614)

9 (1475)

15

(4500)

Q.80 (1693)

0.64 (1350

0.92 (1947]0.29 (614)59 (1475)15

(45{70)

0.60 (1270)0.79 (1672)

1.15

(2434)Q.29 (614)

3 (1325)

20

.(60

00)

1.06 (2244)0.$3 (1757)

1.18 (2498)0.29 (614)59 (1475)2d

(6000) *

0.79 (1672)1.

03 (218Q~

1.46 (3090)

0:.2

9 (614}

3 (1325)

25

(7500) *

.1..35 {2858)1.

Q3 (2180)

1.44

(2434)Q,29 (614)59(1475)25

(7500) *

0,99 (2056)1.28 (2731)

1.77 (3747)0.29 (614)

53.(1325)

EARTH CQVER MORE THAN 2' (610 mm~


RISE x


AILS

FOR

STEEL COVER 2.

0 INCHES (50 mm) AT TOP OF INVERT SLAB



H&RTH


~/

2f


~f

2/

ECOVER.

AREA, IN

FT (mm

m)

ME~RTH COVER

AREA, IN

FT (mm

m)

Mm

FT (mm)

INCHES

FT (mm)

INCHES

~MAXIMUM

ASS

AS2

AS3

AS4

(mm)

MAXIMUM

ASl

~S2

AS3

AS4

(mm)

D-~ z

12~

x 8~ x 12" (3600 x

2400 x

300 mm)

12'

x 11

~ x 12" (3600 x

3300 x

300 mm)

.~

~3

(915)

0.38 (804)

0.58 (1228}

0.76

(1609)0.29 (614)66 (1650)3

(915)

0.32 (677)

0.66

(1397)

Q.9Q

(1905)0.29 (814)93 {2325

~5

(1525)

0.35 (741)

Q.51

(1Q80)OJZ (1524)0.29 (614)

59(1475)5

(1525)

fl.3

1 (656)

0.58 (1228)0.84 (1778)0.29 (614)80(2000

mz

10

.(30

00)

0.41

(868)

0.59 (1249)

0.89 (1884)0.29 (614}

59 (1475}10

(3000)

Q.35

(741)

0.64 (1355]0.99 (2096)0.29 (614)73 (1825}

Z ~~ ~

15

(4500)

0.56

(1186)

Q.83 (1757}

1,20

(2540)0.29 (614)53 (1325)15

(4500)

0.48 (1016)

0.88 (1863)

1.31 (2773)0.79 (614)59 (1475)

0~

20

(6000) *

0.73 (1545)

1.07 (2265)1,52 (3217)0.29 (614)53 (1325)20

(6000) *

0,62 (1312)

1.14 {2413)

1..63 (3450)0.29 (614)59 (1475)

~25

(7500) *

0.92

. (1947)

1.34

(2836)1.

84 (3895)0.29 (614)53 (1325)25

(7500) *

0.77 (1630)

1.41

(2985)1.96 (4159)0.29 (614)59 (1475}

mr n

12'

x 9' x 12" (3600 x

2700 x

300 mm)

12'

x 12

' x 12" (3600 x

3600 x

300 mm)

3

(915)

0.36

(762)

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Q.81

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(915)

0.31 (656)

0.65 (1376)0.95 (2011)

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(1525)

0.33 (699)

0.54 (1143)

0.76

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0.80 (1274)0.88 (1863)0.29 (614)80 (2000

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0.39 (826)

0,61 (1291)

0.92 (1947)0.29 (614)59(1475)10

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0.65

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0.53 (1122)

0.85 {1799)

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0.89 (1884)

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0.68 (T439)

1.10 (2328)1.57 (3323)Q.29 (614)53 (1325)20

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0.60 (1270)

1.14 (2413)

1.65 (3493)0.29 (614)59 (1475)

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0.85 (1799)

1.37 (2900)1,

90 (4022)0.29 (614)53 (1325)25

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0.74 (1567)

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TOP

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(mm)

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(mm)

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2 (600)7 (17S)6 (150)4 (100)

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5 (19Q)6 (150)5 (125)

5 (1500)3 (900)8 (200)7 (175)

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6 (1800)3 (900)8 (200)7 (175)7 (175)

6 (1800)4 {1200)8 (240)7 (175)7 (175)

6 (18005 ~150Q)8 (200)7 (175)7 (175)

6 (1800)6 (180Q)8 (200)7 (175)7 (1

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7 (2104)4 (1200)S (200)8 (200)$ (200)

7 (2100)5 (15007$ (200)8 (Z00)$ (200)

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7 (2100)7 (2100)$ (200)8 (200)8 (200)

8 (2400)4 (1200)8 (200}8 (200)8 (200)

8 (2400)5 (1500)8 {2Q0)8 {200)8 (200)

8 (2400)6 (1800)8 (200)8 (2QQ)8 (200)

S (2400)7 (2100)8 (2008 {200)8 (200)

$ (2400)8 (24008 (200)8 (200)8 (200)

9 (2700)5 (1500)9 (225)9 (225)9 (225)

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SPAN, S

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T{

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TOP

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HAUNCH

FEET

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INCHES

INCHES

INCHES

INCHES

A~~

AS2

AS3

AS4

AS5

AS6

AS7

AS8

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(mm)

(mm)

(mm?

(mm}

(mm)

(mm)

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9 (2700)8 (24009 (225)9 (225)9 (225)

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0.23 (487)

0.60 (1270

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(614)

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(614)

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(610 mm)

DIMENSIONS SH0

4YN ARE SPAN x

RISE x

*WHERE NQTED, SUBMIT DETAILS FQR

STEEL COVER 2.

5 INCHES (63 mm) AT TOP QF INV

ERT SLAB


TQP SLAB SHEAR REINFORCEMENT

r~ D

D z~

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Q

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NZ

H E~RTH COVER


AREA, IN z/ FT (mm 2/ m)

MH E~RTH COVER


AREA, 1N 2/ FT (mm 2/ m)

MFT (mm)

INCHES

FT (mm)

INCH

E'S

MAXIMUM

AS1

A~~

A~~

AS,~

(mm)

MAXIMUM

ASl

pS2

AS3

Age.

~mm)

3~x2~x4 "(900x600x100mm)

4~x3'x5 "(120Qx900x125mm)

3

(915)

0,13

(27

5).

0.21

(445)

0,28 (529

0.10 (217)

31 (775)3

(915) *

p.17

(360)

0.28 (593)

0.41

(86$)

0.12 (254)

38 (950)

5

(1525) *

0.10 (217)

OJO (-217)

0.22

.(46

6)0.

10 (217)

31 (775)5

(125) *

0.12 (254)

0.12 (254)

0.25

(52g)

OJ2 (254)

38(950)

10

(3000) *

O.tn

(217)

0.11 (233)

0,28 (593)

0.10

(217)

31 (775)

10

(3000) '

~Q.12 (254)

0.15 (316}

0.32 (677)

0.12 (254)

38(950)

15

(4500) *

0.12 (254)

0.23 (489)

0.46 (974)

0.12 (254)

38 (950)

3'x3'x4 "(900x900x100mm)

4'x4'x5 "(1200x1200x125mm)

3

(915)

0.14

(217)

0.25

(529)

0.27 (572)

0.10 (217)

31 (775)3

(915)

'~O~

i~4 (296)

0.31

{656)

0.45 (953)

Q.12 (254)

38 (95D}

5

(1525) *

0.10 (217)

0,10 (217)

0.23

(4$7)

0.10 (217)

31 (775)5

(1525) *

0.12 (254)

q.14

(296)

0.26

(550)

Q.12 (254)

38 (95Q)

10

(3000) *

0.10

(217)

0;1]

(2~3)

0.29

(614).

0.10 (217)

31 (775)10

(3000} •

0.12 (254)

0,15

. (318)

0,32 (677)

0,12 (254

38(950)

15

(4500} *

0.12 (254)

Q.22 (466)

0.46

(974)

0.12 (254)

38 (950)

4'x2'x5 "(1200x600x125mm)

5'x3'x6 "(150Qx900x150mm)

3

(915) *

0..1

9 1402)

x.23 (489)

0.34 (720)

0.12 (254)

38 (950)3

(915)

0.21 (445)

0.29

(614)

Q.34

(720)

0.14 (296)

45 (1125)

5

{1525) *

0..1

2 (254).

0.12 (254)

0.21

(445}

0.12 (254)38 (950)5

(1525)

0.14 (296j

0.15 (318}

0.26 (551)

0.14

(29~)

36 {900)

10

(3000) *

0.12 (254)

0.14

(296)

0.28 (593)

0.12 (254)

38 (950)10

(3000}

0.14

(296)

0.18

(381}

0;34. (72Q)

0.14 (296)

36 (9d0)

15

(4500] *

016 (339)

0.20

(423)

0.41

(868)

O.t2

(254}

38(950)15

(4500)

4.18 (381)

0.27 (572)

0.49

(1037)0.14 (296)

35(875)

20

(6000) *

0.22 (466)

0.27 .(572)

0.54 (11

43)

Q.12

(254)

38 (95Q)20

(6000) *

p.25 (529)

0.36

(762)

0,64

(1355)

D.14

(296)35 (875)

25

(75Q0) *

0.32 (677)

0.46

(974)

0.80

(1693)

0.14 {296)

35 (875)

EARTH GOVER MORE THAN 2' (610 mm}

Q~MENSIONS SHOWN ARE SPAN x

RISE

x

*WHERE NDTED, SUB

A~IT

DET

AILS

FOR





z/

Z/


Z/

2/

E~RTH COVER

AREA, IN

FT (mm

m)

ME~RTH COVER

AREA, IN

FT (mm

m)

MFT (mm}

INCHES

FT (mm)

INCHES

MAXIMUM

ASS

AS2

AS3

aS4

(mm)

MAXIMUM

ASl

~'S2

~`S3

ASS

(mm)

5'x4"x6"(1500x12QOx15Qmm}

6'x4~x7"(1800x1200x175mm)

3

(915)

0.1 & (381)

x.33 (699)

0.39 (826)

0.14 (298)

45 (1125)3

(915)

Q22 (466)

4.33 (6S9)

0.38

(762)

0.17

(360)43 (1075)

5

(1525)

0.14 (296)

0.16

(339)

Q.29 (614)

0.14 (296)

45 (1125)5

(1525)

0.17

(360)

Q.18 (381)

Q.30

(635)

0.17

(360)40 (1000

10

(3000]

0.14 (296)

0.20 (423)

0.37 (783)

0.14 (296}

36 (900

10

(3000}

0.17

(360)

0.22 {466)

0.39 (826)

0.17

(360)

39 (975)

15

(4500)

0.15

(31.8)

0.29 (614)

0.53 (1122)

0.14 (296)

35 (875)15

(450D)

0.21 (445)

0.33 (699)

0.57 (1207)

Q.17

(360)38 (850)

2Q

(6000) *

0.20 (423)

0.39 (826)

0.69 (1461)

0.14 (296)

35(875)20

(60Q0) *

0.28

(593)

0.44 (931)

0.74 (1567)

0.17

(360)

38(850)

25

(7500) *

0.35

(741)

0.56

(11$5)

0.91

(1926

0.17

(360)

38(850)

5'x5'x6"(1500x1500 x150 mm)

6'x5'x7°(1800x1500x175mm)

3

(915)

0.16

(339)

0.35 (741)

0.43 (910)

Q.14 (296)

45.(1125)3

(915)

0.19 (402)

0.36

(762}

0.41 (868)

0.17

(360)

52(1300)

5

(1525)

0.14 (296)

0.17

(360)

0.31 (656}

0.14 (296)

45 (1125)5

(1525)

0.17

(360)

0.20 (423)

0.34 (720)

Q.17

(380)43 (1075)

10

(3000)

0.14 (296)

x.20

(423)

d.38 (804)

0.14 (296)

45 (1125}10

(3000)

0.17

(360)

0.24 (508}

0.43 (910)

0.17

{360}39 (975)

15

(4500}

0.14 (296)

0.29 (614)

0.54 (1143)

0.14 (296)

36(900)

15

(4500)

0.18

(381)

0,35 (741)

0.61 (1291)

0.17

1360)

38(950)

20

(6000} *

0.17

(360)

0.39 (826)

D.70 (1482)

0.14 (296)

35 (875)20

(6000) *

0.24 {508)

0.47 (995)

0.79 (1672)

0.17

{360)38 (950)

25

(7500) *

p.30 (B35)

0.59 (1249)0.97 (2053)0.

17 (360)38 (95Q)

&'x3'x7°(1800x900x175mm)

6'x6'x7"(1800x1800 x175 mm)

3

(915)

0.24 (5D8}

0.30 (635)

D.32

(677)

0.17

(360)43 (10753

(915)

0.17

(360)

0.38 (804)

0.43 (910)

0.17

(380)52 (1300)

5

(1525}

0.17

(360)

0.1T

(360)

0.27 (572)

0.17

(360)

40(10005

(1525)

0.17

(360)

0.20 (423)

0.35

(741)

0.17

(360)

52(1300)

10

(3000)

Q.17

(360)

0.21 (445)

0.36

(762)

0.17

(360)

39 (975)10

(300D)

0.17

(360)

0.24 (508)

0.43 (910)

0.17

(360)43 {1 D75)

15

(4500)

0.25 (529)

0.31 (656)

D.52

(1101)

0.17

(36~)

3$ (950)15

(4500)

0.17

(360)

D.34

(72p)

0.60 (1270}

0.17

(360)39 (975)

20

(6000) *

0.34 (720)

0.41 (868)

D.68

(1439}

0.17

(360)

38 (95Q)20

(6000)

'~0.21 (445)

0.46

(974)

0.78 (1651)

0.17

(360)38 (950)

25

(7500) *

D.44 (931)

0.52 (1101)

~.B4

(1778)

0.17

(360)

38 (95D)25

(750D} *

0.25

(529)

Q.58

(1228}

4.96

(2032)0.

17 (360)38 (950}

EARTH COVER MORE THAN 2' (610 mm)


RISE x

* WHfRE NOTED, SUBMIT DET

AILS

FOR

STEEL COVER. 2,

5 INCHES (63 mm} AT TOP OF WVERT SLAB



mD 0

I~1

D z~

O c W~ v

r

n0 ~

z ~Q

a~z ~ ~

~n O

X

_

~,J~I a

<~' (' o

o

~~ j ~n

~ N

Z


2/

2/


2/

2j

E~RTH COVER

AREA, JN

FT (mm

m)

ME~RTH COVER

AREA, IN

FT (mm

m)

MFT (mm)

INCHES

FT (mm)

INCHES

MAXIMUM

AS1

~S2

AS3

AS4

(mm)

MAXIMUM

ASS

AsZ

ASS

Ago

(mm)

7'x4'x8 "(210Dx1200x200mm)

7'x7`x8 "(2100x2100x200mm)

3

(915)

13.2

4 (508)

0.33

(699

0.41

(868)

0.19

(4132}47 (117

5)~

(915)

x.19

(402)

O.A~

l (868)

0.54

(1140

C1.19 (402)59 (1475

5

(1525}

0.19 (402)

0.21 (445)

0.33 (699)

0,19 (4Q2)43 (10755

(1525)

0.19 (402)

0.25 (529)

0.42 (889)

0.19 (4D2)59 (1475)

10

(3t7Q0)

0.19 (4(52)

0.26

(550)

0.43 (810)

0.19 (402}43 (107510

(3000)

0.19 (402)

0.29

X614)

0.51

(108Q)

Q.19 (402)47 (1175)

15

(4500j

0.28 (593)

Q.38

(804)

0.62 (1312)

0.19 (402}

41 (1Q25

15

(4500)

U.19

(402)

0.42

(889)

Q.71

(1503)

p.19 (402)43(1075)

20

(60x0) *

0.37 (783)

0,51

(1084)

0.81

(17

15)

0,19 (402)

41 (10252Q

(6000) *

0.28 (550)

0.56 (11

85)

q.91 (1926)

0.~9 (4Q2)

41 (1025}

25

(750Q)

'~0.47 (995)

0.64

(1355)

1.00 (21

17)OJ9 .(402)

41 (102525

{7500) *

0.32 (&77)

b.70 (14$2)

1,11 (235D)

0.19 (402).

41 (1025)

7" x

5' x 8" (Z

iao

x 1580 x

20Q mm)

8~ x 4'

x 8" (24t~0

x 120p x

2Qp mm)

3

(915

)0.22 (466)

0.36

(762}

0.46

(974)

0.19 (402)59 (14753

(915

)0.

32 (677)

0.39 (826)

d,48 (1037)

0,19 (402)5Q (1250)

5

(1525)

0.19 (402)

0.23 {489)

0.37 (783)

0.19 (4d2j43 (1Q755

(1525)

0.22

(466)

0.26

(550)

0.41

(868)

0.19 (402)45 (1125)

10

(3000)

0.19 (402)

0.28

(593)

0.47 (995)

0.19 (442)43 (1075

10

(3004)

0.2$ (593)

0.33 (699)

Q.55 (11

84)

0.19 (402)45 (1125}

15

(45Q0)

0.24

(508)

0.41 (868)

0.67 (1416)

0.19 (402)

41 (102515

(4500)

0.42

(889)

0.49 (1037)

0.79 (1672)

0,19 (402)

41 (1025

20

(6000) *

0.32 (677)

Q.54

(1143}

0.87 (1842)

x.19 (4~2)

41 (102520

(6000) *

Q.~7 (1207)0.65 (1376)

1.03 (2180)..0,19 (402)

41 (1025

25

(7500) *

0.40 (847)

0.68

(143$)

1.07 (2265)

Q.19

(402)

41 (1025.25

(,75

00) *

0.73 (1545)

Q.83

(1757)

1.27 (268$)

0.19 (402)

41 (1025

7'x6'x8"(2100 x1200 x200 mm)

8'x5'x8"(2400x1500x200mm)

3

(915)

0.20 (42~}

Q,39 (826)

0,50 (1058)

0.79 (402)58(14753

(~15J

0.28

.(59

3)0.

42 (889)

0.55 (11

54)OJ9 (402)50(1250

5

(1525)

0.19

. (402}

0.24

(508)

0.40 (847)

0.19 .(4

02}47 (117

5)5

(1525)

0.2Q

(423)

0.28

(593)

0:46

(974)

0.19 (402)50 (1.250

1 Q

(3000)

0.19 (402)

O.Z9

(614)

0.49

(1037)

0.19 (402)43 (1075

1 Q

(3000)

0.25 (5Z9)

0.35 (74

1)0.60 (127Q)

0.19 (4b2)45 (1125)

15

(45D0)

x.21

(44

5).

Q.41

(888

0,70 X1482)

0.19 (4Q2)

41 (1D2515

(4500)

0.37 (783}

0,52

(11

01)

0.85 (1799)

O.fi

9 (A

~02)

41 (1025)

20

(6 00) *

x.28 (593)

0.55 (1164)

0.9Q (1905)

0.19 (4t

?2)

41 (102520

(60b

OJ *

0.49 (1(737)

OJO (14

82}

1.11

(2350)

0."{

9 (402)

41 (1025)

25

(7500) *

0.33 (699)

0.70 (1482)

1,10

(2328)

0.19 (4b2)

41 (102525

(75p0) *

0.63 (1334)0.

89 (1884)

1.36 (2879)

0.19 (402)

41 (1025)


(610 mm}


RISE

x


STEEL COVER 25 INCHES (63 mm) AT TOP OF INVERT SLAB



HTRAN5VER5E REINFORCEMENT

Z/

2J


2/

Z/

E~RTH COVER

AREA, IN

FT (mm

m)

E~R7H COVER

AREA, IN

FT (mm

m)

MFT (mm)

WCHES

FT (mm)

INCHES

MAXIMUM

ASS

A~,2

AS3

AS4

(mm)

MAXIMUM

ASi

AS2

A53

aS4

(mm)

8'x6'x$"(2400x1800x200mm)

9'x5'x9"(2700x150~x225mm)

3

(915)

0.25 (529)

0.45 (953)

0.59 (1249)0.19 (402}

55(1375}3

(915)

0.34 (720)

0,44 (931)

0.58 (1228)0.22 (466)

54(1350)

5

(1525)

0.19 (402)

0.3~

(63S)

0.50 (1058)0.19 (402)

5D (1250)5

(1525

Q.24 (5Q8)

Q.30 (635)

0.4$ (1016)

0.22 (466)

49 (1225.

10

(3000)

0.23 (489)

0.37 (783)

0.53 (1334)0.19 (402)

45 (1125)10

(3000)

0.30 (635)

0.38 (804)

0.83 (1334)0.22 (466)

49 (1X25

15

(4500)

0.33 (699}

0.55

(1164}

0.89 (1884)

Q.19 (402}

41 (1025)15

(4500)

0.44 (931)

0.56

(1185)

0.89 (1884)0.22 (466)

44(1100)

20

(6000) *0.44 (931)

0.73 (1545)

1.16

(2455)0.19 (402)

41 (1025)20

(6000) *

0.59 {1249)0.75 (1588)

1.16

(2455

0.22 (466)

44(1100)

25

(7500) *

0.76 (1609)0.95 (2011)

1.43

(3027)0.22 (466)

44(1100)

8'x7'x8°(2400x21QOx200mm)

9'x6'x9"(3300x1800x225mm)

3

(915)

0.23 (489)

0.47 (995)

0.64 (1355)0.19 (402)65 (1625)3

(915)

0.37 (783)

Q.47

(995)

0.71 (1503)0.22 (466)

59 (1475

5

(1525)

0.19 (402)

0.31 (656)

0.53 (1122)

0.19 (402)

55(1375)5

(1525}

0.22 (466)

0.32 (677)

0.51 (1080)0.22 (4

fi6)

54(1350

1Q

(300Q)

0.21 (445}

0.38

(804)

0.65 (1376)

0.19 (402)

45 (1125)10

(300Q)

0.27 (572)

0.40 (847)

0.67 (1418)

0.22 (466)

49 (1225

15

(4500)

0.30 (635)

0.56

(1185)

0.92 (1947)

0.19 (402)

41 (1025)15

(4500)

0.40 {847)

0.59 (1249)0.95 (2011)

0.22 (466)

A4 (1100)

20

(6000) *

D.4D (847)

qJ5 (1588)

1.19

(2519)

0.19 (4q2)

41 (1025}20

(6000) *

0.53 (1122)

0.79 (1672)

1.23

(2604)0.22 (466)

44 (1100)

25

(7500) "

0.68 {1438}

1.00

(2117}

1.51

(1080)

Q.22 (466}

44 (1100)

$'x8'x8"(2400x2400x2dOmm)

9'x7'xS"(2700x21QOx225mm}

3

(915)

0.22 (466)

0.49 (1037)0.68 (1439)0.19 (402)65 (1625)3

(915}

(1.2

8 (593)

0.49 (1037)0.68 (1439)0.22 (466)

59 (1475

5(1525)

0.19 (402)

0.33 (699)

0,55. (1164)

0.19 (402)

65(1625)5

(1525)

0.22 {486)

0.34 (720)

0.55 (11f4)

0.22 (466}

54(1350

10

(3000

0.20 (423)

0.39 ($26)

0.67 (1418)

0.19 (402}

50 (1250)1 D

(3000)

0.25

(529)

D.42 (889j

0.70 (1482}0.22 (466)

49 (1225)

15

(4500]

0.29 (614)

0.56

(1185)0.94 (1990)0.19 (402)

45(1125)15

(4540)

0.36

(762)

0.61 (1291)

0.9$ (2074)0.22 (466)

44(1100)

20

(60Qd) *0.38 (804)

0.75 (1588)1.

20 (2540)0.19 (402)

45 (1125)2Q

(6000) *

0.48 (1016)

d.82 (1736}

1.2? (2688)0.22 (466)

44 (1100)

25

(75D0) "

0.61

(12

91).

1.04

(2202)

1.56 (3342)0.22 (466)

44(1100)

EARTH COVER MORE THAN 2' (61a mm)


RISE x

*WHERE NOTED, SU6MIT DET

AILS

FQR

STEEL COVER 2.

5 INCHES (63 mmj AT 70P OF INV

ERT SLAB

HAUNCH, WRLL AND SLAB THICKNESS


H E~RTH COVER


AREA, IN ~~ FT (mm ~j m)

MH EPRTH COVER


AREA, IN ~~

~7 (mm ~J m)

MFT (mm)

INCHES

FT (mm)

INCHES

MAXIMUM

ASS

A~~

A~3

A~q,

~mm)

MAXIMUM

X51

AS2

AS3

Rr~4

(mm)

9` x S' x

9" (2700 x

2400 x

225 mm)

10' x 6' x 10"

(330D x

1800 x 250 mm~

3

(915)

0.26

(550)

0,51 (10 0)

01.7

3 (1545)

0.22 (456)72 (TBQQ3

(915)..

0.35 (741.)

0.49

(1037)0.

67 (1

.418

}0.

24 {508

58 (1450)

5

(1525}

0.22 (466)

0.35

(741)

Q.58

(1228)

0.22 (466)59 (14755

(1525)

0.26 (550)

0.34

(720)

0.54 (1143}

0.24

(508)

52.(1300)

10

(3000)

4,24 (5Q8)

0.43

(91

n)

0.72

(1524)

0.22 (466)54 (1350

10

(3000)

0.32 (677)

0.44 (931)

0.70 {1482)

D.24 (508)52 (1300

15

.(45

00)

0.34

(720)

0.63

(1334)

1.01 (2138]

0.22 (466)44 (110

Q)15

(4500}

0.47

(995)

0.63 (1334)

1.00 (2117)

0.24 (508)47 (117

5)

2Q

(6000) *

0.45 (9~3)

0.83

(1757)

1.30 2752)

0.22 (466)44 (U QO)20

(6000) *

0.63

(1334)

0.85 (1799).

1.29

{271)

0.24

(5L

18)47 (117

5)

25

(751

70)

*0.

57 (1207)L05 (2223

1.59

(3366)

0.22 (466

44 (110

0}25

(7500) *

0.$0 (1693)

1.07

(2265)1.

59 (3366)

0.24

(508)47 (117

5)

9'x9'x9"(2700x2700x225mm)

10'x7'x10"{3000x2104x250mm)

3

(915)

0.25 (529)

D.53

(11

22)

0.77 {1630)

0.22 (4F6)72 (18003

(915)

0.32

(677)

0.51

(10

80}

Q.71

(15013)

0.24

(508)64 (1600)

5

(1525)

0..2

2 (4fi6)

0.37 (783)

0.61

(12

910.

.22 (486)72(18005

(1525)

0.24 (508}

0.35 (741)

0.56 (11.85)

024 (508)58(1450

10

(3000)

0.23

(487)

0.43

(910}

0.74 (1567)

0.22

(46fi)59 (1475)10

(3000)

0,30 (635)

0.47

(995)

0.75 (1.588)

0.24 (508)52 (1300

15

(4500)

0.32

(677)

0,63

(1334)

1.03

(2180)

0.22

(466)49 (1225)15

(4500}

0.42

(.889)

0,65 (1376)

1.02

{2159)

0.24

(50$)47 {117

5)

20

(600Q) *

0.43 (910)

Q.84

(1778]

1.31 (2773)

0.22 (466)49 (1225)20

(6000) *

0.54 (11

43)

0.84

.(1778)

1.28 (2709)

0.24

(508)47 (117

5)

25

(7500} *

4.68 (1439)

1.Q4 (2201)

1.56

(3302)

0.24

(508)47(1175)

10"

x 5' x 10"

(3000 x 1500 x

250 mm)

l0' x 8'

x 10"

(3000 x 2400 x

250 mm}

3

(915)

0.38 (804}

0.46 (974)

0.61

(12

91)

0.24 (508)58 (14503

(915)

0.30 (635)

0.54

(1143)OJ7 (163Q)

0.24 (508)64 {1600)

5

(1525)

0.28 (593)

0.32 (677)

0.5Q

(1058)

0.24 (508)52 (13005

(1525)

0.24 (508)

Q.38

(804j

0.61 (12

91 }

0.24 (508)58 (1450)

10

(3400)

0.35 (741)

0.41

(868j

Q.66

(1397)

0.24

(508)52 (1300

10

(3000)

0.28 {593)

0.47

(995)

0.77

(1630)

0.24 (508)52 (1300)

15

(450Q)

0..5

2 (1101)

Q.60

(1270)

0.94

(1990)

0.24

(508)47 (117

5)15

(4500)

0.40 (868}

0.68

(1439)

1.08

(2286)

0.24

(508)47 (1175)

20

(6b0~) *

0.70 (1 82)0.80 (1693)L22 (25$x)

0.24

(50$)47 (117

5)20

(6000) *

Q.53 (1122)

17.9

1 (1926)

1.39

(2942)

0.24 (508)47 (1175)

25

(7500) *

0.90 (19Q5}

1,01

(2138)

1.50 X3175)

0.24 (508)47 (117

5)25

(75D0) *

0.67 (14

18)

1.15

(2434)1.

70 (35

98).

D.24 (508)47 (117

5)

EARTH COVER MORE THAN 2' {61

Q mm)

DIMENSIONS SH0

4VN ARE SPAN x RISE x


AILS

FOR

STEEL COVER 2.

5 INCHES (63 mm) AT TOP OF INV

ERT SLAB




~/

2/


2/

2/

E~R7H CbVER

AREA, IN

FT (mm

m)

ME~RTH COVER

AREA, IN

FT (mm

m)

MFT (mm)

INCHES

FT (mm}

INCHES

MAXIMUM

A5~

AS2

AS3

ASS,

(mm)

MAXIMUM

A5~

AS2

AS3

AS4

(mm)

10'

x 9' x 10" (3D00 x

2700 x

250 mm)

12'

x 5' x 12"

(3600 x

1500 x

300 mm)

3

(915)

0.2$ (593)

0.56 (11

85)

0.81

(17

15)

Q.24

(508)79 (1975)3

(915)

0.47

(995}

0.48

(10

16)

0.64

(1355

0.29

(614)73 (1825)

5

(1525)

0.24

(508}

0.39

(826}

0.64

(1355)0.

24 (508)64 (1600)5

(1525)

0.37

(783)

0.36

(762)

0.55 (11

64)

0.29 (614)66 (1650)

10

(3000)

0.27

(572)

0.48 (1D

16)

0,80 (1693)

Q.24 (5Q8)58 (1450)10

(3000)

0.47

(995)

0.46

{974)

.0.72 (1524)0.

29 (614)59 (1475)

15

(4500)

0.38 (804)

0.63

(1334)

1.11

(7350)Q.

24 (508)47 (117

5)15

(450D)

D.F>9 (1

461)

x.67 (14

18)

1.03

(2180

0.29

(614)59 (1475)

20

(6000) *

0.50 (1 Q58)0.92 (1947)

1.42 (3006)0.

24 (508)47 (117

5]20

(6000)

0.92 (1947)

0.89 (1884)

1.33

(2815)

0.29

(614)59 (1475)

25

(7500) *

0.63 (1334)

1.16 (2455)1.73 (3662)Q.

24 (5D8)

47(1175)25

(7500) ~

1.18

(2498)

1.12

(2371)

1.6~ (3471)

0.29

(614)59(1475)

10'

x 10

' x 10

" (30D0 x

3000 x

250 mm)

1~'

x 6' x 12" (3600 x

1800 x 3Q0 mm)

3

(915)

0.27

(572)

0.57 (12Q7)

0.88 (1820)0.

24 (5Q8)79(19753

(915)

0.44

(931)

Q.52

(1101)

0.70 (1482)Q.

29 (614)

6(1650)

5

(1525)

0.24 (508)

D.41

(868)

Q.67

(1.418)024 (5D8)

70.(

17505

(1525)

0.34 (720)

0..39 (82~)

0.6D

(1270)4.29 (614)

59(1475)

10

(3000)

4.26 (550)

0.48

{10

16)

0.82 (1736)

0.24

(508)64 (1600)10

(3000}

0.43 (910)

0.49

(1037)OJ8 (16

51)0.

29 (614)59 (1475}

15

(45Dp)

0.36

(762)

0.70 (1482)

1.13

(2392)

Q.24

(508)52 (1300)15

(4500)

0.63

(1334)0.72 (1524)

1.1Q {2328)0.

29 (814)

3 (1325)

20

(6000) *

0.48 (10

16)

0.92 (1947)

1.46 (3090]0.

24 (508)52 (1300)20

(6000) *

0.84 (1778)

0.95 (2Q

11)

1.43

(3427)0.29 (614)53 (1325)

25

(7500) '

~0,

60 (1270)

1.06

(2244)1.

74 (3683)0.

24 (508)

47(1175)25

(75Q0) *

107 (2265)1.20 (2540)1J5 (3704)0.

29 (614)

53(1325)

12' x4'x12"(3600x1200 x300 mm)

12'x7'x12"(3600x2100x300mm}

3

(915)

0.50 (7058)0.

44 (931)

0.58 (1228)0.

29 (614)73(1825)3

(915

0.41 (&68)

0.55 (11&4)

0.75 (1588)Q.

29 (614)

6(1650)

5

(125)

0.40 (847)

D.33 (699)

0.50 (1058)0.

29 (614)&6 (1650)5

(1825)

0.32

(677)

0.41 (868)

0.64 {1355)0.

29 (614)

59 (1475)

10

(3000)

0.51

(1080)

0..4

2 (889)

0.66 (1397)

0.29

. (614)59 (1475)10

(3000)

0.40 (847)

0.52 (1101)

0.83 (1757}0.

29 (614)59 (1475)

15

(4500)

0.76 (16Q9)

0.61

(12

91)

0.94

(1990)

0.29

(614)59 (1475)15

(4500)

0.58 (1228)OJ6 (1609)

1.17

(2477)0.

29 (614)

3 (1325)

20

(6000)

1.03

(2180)

0.81

(1715).

1.22 (2582)

0.29

. (614)59 (1475)20

(600

0). *

d.77

(1630)

1.QQ {2117)

1.50 (3175)Q.

29 (614)

3 (1325)

25

(7500) *

1.32 (2794)1.

02 (2159)

1.50 (3175)0.

29 (614)59 {1475)25

(7500) *

0.97

(2Q53)1.

26 {2667)1.84 (3895)0.

29 (614)

3 (1325)


(610 mm}


RISE

x

*WHERE NOTED, SUBMIT dETAILS FOR

STEEL COVER 2.

5 INCHES (63 mmj AT TOP OF INV

ERT SLAB



H E~RTH COVER


AREA, IN 2/ FT' (mm ~/ m)

MH E~RTH COVER


AREA, IN 2/ FT (mm 2f m)

M~

FT (mm)

INCHES

FT (mm)

INCHES

~MAXIMUM

AS1

AS2

AS3

~`S4

(mm)

MAXIMUM

AS1

'~S2

AS3

AS4

(mm)

-~ z12~

x 8~

x 12° (360Q x 2400 x

300 mm)

12' x

11' x 12" (3600 x

3300 x

300 mm)

_..~

~3

(915)

0.39

(826)

0.58

(1228)

0..8

1 (1

715)

0.29

(614)66 (1650)3

(915)

0.35 (7~1)

0.66

(1397)0.95 (2Q

11)

Q.29

(614)93 (2325)

~5

(1525

0.30 635

0.43

91 Q)

Q.68

1.439)

0.29

(614)59 (1475)5

(1525)

0.29

(614)

0.48

(1016

0.79

1672)

~0.

29 614

~ )

80 2000

~

rnZ

10

(3ao

o)0.38 (804)

0.54 (11

43)

a.87 (1842)0.

29 (614)59 (1475)10

(3000)

D.33

(699)

0.58

(1228)0.

97 (2053)0.

29 (614)73 (1825)

~~ ~

15

(4500)

0.54

(11

43)

Q.79

(1672)122 (.2582)

0.29

(614)53 (1325)15

(4~4~)

0.46

(974)

D.84 (779)

1.33 (2815)0.

29 (614)58 (1475)

ad ~ -o

2d

(800) +

0,71

(1503)

1,04 (2201)

1.57 (3323)0.

29 (614)

53(1325)20

(6000) *

0,60

(1270)

1.1~

(2328)1.88 (3556)0.

29 (614)59(1475)

.~+ (~

~25

(750Q) *

0.90 (1905)

1.31 (2773)

1.91 (4043)0.

29 (614)53 {1325)25

(7500) *

0,75

(1588)

1.38 (2921)

2.04

(4318)0.

29 (614)59 (1475)

r c)l2' x 9' x 12" (36Q0 x

2700 x

300 mm)

12'

x 12

' x ?2" (3640 x

36Q0 x

3QQ mm)

3

(915)

0.37

(783}

O.B1

(12

91)

D.86

1$20)

Q.29

(614}

SO (20003

(915

0.31

(&56)

0.69

(146

1)1.00 (21

17)0.

29 (614}93 (2325

~5

(1525)

0.29

(614)

Q.45

(953)

.0.72 (1524)0.29 (614)B8 (1 fi

5Q)5

(1525)

0.29

(614)

0.50 (1058)0.

83 (1757)0.

29 (61

4).8Q (2000)

p10

(3400)

0.36 (76.2)

0.56 (11

85}

0.91

(1926)0.29 (614)59 (1475)10

(3000}

0.32 (677)

0.59

(1249)

1.00 (21

17)0.

29 (614)73 (18257

/~

~15

(4500)

0.50 (1058)

Q.81

(17

151.26 (2667)0.

29 (614)53 (1325)15

(450Q)

0.45 (953)

0.84

(779)

1,35

(2858}0.

29 (614)59 (1475)

20

(6000} *

0,66 (1397)

3.Q7

(2265)1.62 (3429)0.

29 (614)53 (1325)20

(6000) *

0.58

(1228)

1.j1 (2350)1JQ (3596)0.

29 (61

4}59 (1475)

z25

(7500) *

0.84

(1778)

1.35

(285$)1:97 (417Q)0.

29 (614)53 (1325)25

(760D) *

Q.73 (1545]

1.38 (2921)

2.06

(4339)0.

29 (614)59 (1475)

Q12'x10'x12"{36.00x3000x300mm)

n3

(915)

0.34

(720) 0.

84 (1355) 0.9

0 (1905) 0.2

9 (614) 80 (2000

5

(1525)

0.29

(614) 0.47 (995) 0.76 (1609) 0.2

9 (614) 66 (1650}

10

(~no

o)

0.34. (720) 4.57 (1207) D.94 (1990) 0.2

9 (614) 59 (1475)

rn

{~,J

Z

15

(450Q)

Q.4$ (10

16)

0.$3

(157) 1.30 (2752) 0.2

9 (614) 53(1325}

020

(6000) *

C~.6

3 (1334) 1

.09 (2307) 1,65 (3493) Q.2

~ (614) 53 (1X25)

p ~ ~

25

(7500) *

Q.79

(1872) 1

.37 (2900) 2.0

1 (4255} 0.29 (614) 53 (1325)

~,

a

SECTION 4

ree i i nan

ra ~c ~ na s

POWER POLE

3" (75 mm) SCHEDULE 40 GALVANIZEDSTEEL ELECTRICAL CONDUIT ,

6'-0" 1800 mm MIN10 —0 3000 mm MAX

OF PULL BOX

~ No. 5 CONCRETE PULL BOX WITH~ "120V ELECTRIC" CAST IN COVER00or)

zi

O

° i 24" (600 mm) EXPANSIONLOOP, EA WIRE

WATERPROOF CONNECTORS

POWER FEED EHARD SURFACE (WIRES BY OTHERS) ,°n

~ ~. FINISHED GRADE

COPPER BONDING STRAP ~~. BUSHING AND•~' APPROVED SEALANT

CRUSHED ROCK SUMPPER SPPWC 405

SWEEP ELLS SCHEDULE 40 GALVANIZEDSTEEL ELECTRICAL CONDUITTO SERVICE CABINETPER SPPWC 403.

NOTES: SEE NOTE 5.

1. AREA AROUND BOX MAY BE PLANTED, HARD SURFACE, OR A COMBINATION OF BOTH.

2. TOP OF BOX:AT GRADE FOR HARD SURFACE1/2" (12 m m) ABOVE GRADE FOR LANM1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS

3. CRUSHED ROCK SHALL COVER ELECTRICAL BOX SIDE OPENINGS TO PREVENT SOIL ENTRY.

4. WATERPROOF CONNECTORS SHALL BE SUBJECT TO ENGINEER'S APPROVAL.

5. IF PLASTIC CONDUIT IS ALLOWED FROM PULL BOX TO SERVICE CABINET, INSTALL5/8" x 9' (16 x 2700 mm) COPPER GROUND ROD IN PULL BOX.

UNDERGROUND SERVICE


PROMULGATED BY THE STANDARD PLANPUBLIC WORKS STANDARDS INC

GREQJBOOIC COMMITTEE200.5

ELECTRICAL SERVICE 401-1REV. 2008


COVER (NOT SHOWN) SHALLBE CAPTIVE DROP HINGED

n CIRCUIT CLOS~DDOR~OPEN (gp HER

II BREAKERS POSITION

IIIIII ROUND BUS

OMETER CABINET4 1/2"x10"x20"(115 x 254 x 508 mm)

SERVICE CABINET~ ~/2" (3s mm) DETAIL

z CONDUIT w/~ RAIN 11GHT FITTINGS

~~~ SERVICE CABINET0 4 1/2"x10"x18" MIN 2~

:~ (115 x 255 x 455 mm) MIN (50 mm

~ TOP HINGED COVERm d- ~N

TOP i/4"x ~"~~s~X1°

(6 x 25 mm)

(3.2 x 25 mm) LAG BOLTS

GALV STRAP

SIDE

OVERHEAD SERVICE CABINET MOUNTING


401-1ELECTRICAL SERVICESHEET 2 OF 2

~ A

3/4" (19 mm)~ACX PLYWOODMOUNTING PANEL

HASP AND ~PADLOCK SINGLE - ~

DOOR ~ °N

~ ANCHOR BOLTS~ 1/2"x18"x4"~ (13x460x105 mm)N ~

4 REQUIREDn i iui i uU I illl I II t~~ I 1111 I ~(~I I IIII I ~~~I I IIII I ~~

ii i iiii i ii PCC FOUNDATION ~

FRONT ;; ~ ~~~~ ~oN ~p

~~~vl 1! II Ic~~~~~~~ ~ SECTf ON~~~~~~~~ ~ q_qp —~ 21..5" ~.,450. mm (550 mm ~

SERVICE CONDUIT LOAD CONDUIT

CU GROUND ROD5/B" x S' (16x2400 mm) ~

E ~A ~° ~

SEE PROJECT PLANS ~ o °FOR WIRING AND EQUIPMENT ~. ~ BASE

0 0

14"(356 mm

(432 mm).NOTES ,ALL TYPES

1. CABINET SHALL BE FABRICATED FROM 1/8" (3,2 mm) ALUMINUM SHEET, FACTORY WIRED,COMPYING WITH NEMA 3R AND 12, RAIN AND DUST TIGHT, ELECTRICALLY WELDEDAND REINFORCED.

2. NUTS, BOLTS, SCREWS AND HINGES SHALL BE STAINLESS STEEL.3. NUTS, BOLTS AND SCREWS SHALL NOT BE VISIBLE FROM OUTSIDE ENCLOSURE.4. PROVIDE PHENOLIC NAMEPLATE AS REQUIRED.5. MARK. CONTROL WIRING AT BOTH ENDS WITH PERMANENT WIRE MARKERS.6. ATTACH PLASTIC-COVERED WIRING DIAGRAM TO INSIDE 4F FRONT DOOR.7. COATING SYSTEM PREPARATION PROCESS SHALL BE 5 STEP USING DIP TANK:

A. ALKALINE CLEANER, 70'CB. CLEAR WATER RINSEC. IRON PHOSPHATE APPLICATION, 65'C.D. CLEAR WATER RINSEE. INHIBITIVE RINSE TO SEAL PHOSPHATED SURFACES, 5Q'C.

8. FINISH WITH ELECTROSTAT1GALLY APPLIED DRY POLYESTER POWDER COATING. CURE AT 195'C.COLOR SHALL BE MINT GREEN.

TYPE 1


PROMULGA7FD BY 'ME STANDARD PLAN

P~~'~ ""~"~ ~""°"~°S'"~~~8~ °°"M"~z~ SERVICE CABINET 403-1~,,. Z~USE. WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET t OF 6

HASP ORLOCK ASREQUIRED

,~,~~I:.~/:

.•

SERVICE CONDUIT

/ ~~

/ ~

~_,q METER ~ ~

(6°x6") PERCH ~ ~~ ~HINGED

(150 x 150 mm) LEXAN 0TH RS)BY `f COVER.~

VIEWING WINDOW

HANDLE LANDING /LUGS

CIRCUITBREAKERSINSIDE

FOUNDATION

II ~ LOAD CONDUITCU GROUND ROD5/8°x8~ (16x2400 mm)

A

#2 THHNSTRANDED CU

LANDING IoI ~ oI ~LUGS~ i ~

i ~ i

SERVICE 1120/240V1 PHASE, 3 WIRE

METERSOCKET

DOOR

HANDLE CIRCUITBREAKERS

REMOVABLE CUSTOMERPANEL DISTRIBUTION

SECTION

SECTIONA-A

GROUND

~ ~ 5 ~— IRRIGATION "A°

~ 5 IRRIGATION ~~8"

~ 5 (SPARE)

~ ~ 5 (SPARE)15 (SPARE)

~ ~ 5 (SPARE)

~ 5 (SPARE)

~ 5 ~ (SPARE)

~ 5 (SPARE)15 (SPARE)

70A/2 POLESERVICE DISCONNECT

TYPE 2SEE TYPE 1 FORNOTES AND DIMENSIONS


403-1SERVICE CABINETSHEET 2 OF 6

/1

6"x6"(150 x 150 mm) LEXANVIEWING WINDOW

HANDLE

~METER ~PERCH(METER BY

~ ~ HINGED~~COVER

OTHERS)

LANDINGLUGS

~ini-rr CIRCUIT DOOR~Llu BREAKERS

HASP ORINSIDE

HANDLE CIRCUIT

LOCK AS TRANSFER SWITCH INSIDE BREAKERS

REQUIREDTEST SWITCH INSIDE

REMOVABLE CUSTOMER

GENERATOR PANEL DISTRIBUTION

r,,,r, INLET ^^ SECTION

u i n u i a ~~~~:~~u i inii u

u i iiu i uu i iiu i u~~ ~ "" ' ~~ PCC FOUNDATIONu i iiu i u

FRONT ~ ~~~~~ ~ ~~u ~ ~~`~i iiu i~~~

i iiu ii iiu ii ini i

SERVICE CONDUIT ~ II ~ LOAD CONDUIT

CU GROUND ROD5/8"x8' (16x2400 mm)

A

METER #~4 STRANDED CU

SOCKET

#2 THHNSTRANDED CU

LANDING ~ I I ~LUGS Lg1

ii ~ i~ ~ ~


. ~~

EXTERNAL PHOTOCELLMOUNT ON SAFETY LIGHTOR FIRST FIXTURE

i 15 ~ AUTO ~ A

~ TEST3~5 LIGHTING #1 C1

~ I.S.N.S.

15 ~ (SPARE)

~ 15 (SPARE)i15 (SPARE)

— — 15 ~ (SPARE)


GROUND

GENERATORINLET, NEMAL5-30R

OFFo~~

~ TRANSFERSWITCH, 55A




/ ~~

~_ Q METER

/ ~

~ ~„ PERCH ~ ~~ ~HINGED

METER BY `f COVER(150nx 150 mm) LEXAN OTHERS) '~VIEWING WINDOW


~nm CIRCUIT DOOR~Llu BREAKERS

HASP ORINSIDE

HANDLE CIRCUIT

LOCK AS BREAKERS

REQUIREDTEST SWITCH INSIDE


u i uu i u

SECTION

u i uu i uu i nu i uu i un i uu i nu i uu i nu i u

ii i iiii i ° PCC FOUNDATION

FRONT ~~ ~ ~~~~ ~ ~~~~~~ ~ SECTION~~~~ ~ A-A

SERVICE CONDUIT II ~ LOAD CONDUITCU GROUND ROD5/8°x8~ (16x2400 mm)

A

METERSOCKET

#2 THHNSTRANDED CU

LANDING loll IlolLUGS ~QI LQJ ~QI

i ~ iii i


#14 STRANDED CU

i ~ 5 I AU T~~

~ EST

LIGHTING #1

~ LIGHTING #1




GROUND



~_A METER

6"x6" PERCH

/ /

~ ~~ HINGED~j(COVER

~

Y(150 x 150 mm) LEXAN pTMERS)VIEWING WINDOW


~inTR CIRCUIT DOOR~L1LL BREAKERS

HASP ORINSIDE

HANDLE CIRCUIT

LOCK AS BREAKERS

REQUIREDSST SWITCH INSIDE


SECTION

u i i ni i u `~~~~Y~u i ini i u

u i irn i uu i irn i nu i ini i u

ii i iiii i ii PCC FOUNDATION

FRONT ;; ~ ~~~~~ ~ ~~n ~ ~~~~i ini i~~~

IIIIIIII~~~~

I SERVICE CONDUIT II ~ LOAD CONDUITCU GROUND ROD5/8"x8' (16x2400 mm)

A

#2 THHNSTRANDED CU #1~ STRANDED CU

11

LANDING lol 101 I I lolLUGS III I1~1I I LIG

LQJ LQJ i LQJi i i i 30A/3 POLE LIG

~ i SERVICE DISCONNECTSERVICE 120/240V3 PHASE, 4 WIRE

TO

SECTION IA-A


GROUND

C1 ~ Lv~,o—~--~ h—o




RAINTIGHT LOADREMOVABLE COMPARTMENTCOVER DOOR ~

E

HANDLES HASP o ~

~ v ~ Q ANCHOR BOLTSLINE ~COMPARTMENT ~ ~2°x~ S~X4~N O

"' _ ° (13x460x105 mm)N ~n ran4 REQUIRED

u i i ni i u u~ gnuu i i ni i u ui inuu i i ni i u ui inuu i i iu i u ui inuu i i iu i u ~ iii inun i i iu i ii E ni iiiuFRONT ~~ ~ ~ ~~~ ~ ~~ ~~ ~~ SIDEii i i ni i ii PCC FOUNDATION ~ u~ ~~hin i i iu i ii ~o iii niu~j i i iii i j~ N~ ~~~ ~~~~~ui ilia~i ~i iii i°J °i iii°

i i iu i i nii i in i i in

18" 12.,(460 m 305 mm)

SERVICE CONDUIT LOAD CONDUIT

CU GROUND ROD5/8°x8~ (16x2400 mm) E a

o BASEo

7.25"(184 mm)

#2 THHNSTRANDED CU

LANDING I°II II°ILUGS

Lg1 ~J LQIi ~ ii ~ i

SERVICE '120/240V1 PHASE, 3 WIRE

METER #~4 STRANDED CU

SOCKET

i 15 AUT~~

~ 3 TEST

LIGHTING #1ii 3

LIGHTING #2

i


EXTERNAL PHOTOCELLMOUNT ON FIRST FIXTURE

N ,,,

A GROUND

C1 ~

TYPE 6SEE TYPE 1 FOR NOTES



~nv~a mFN~Firerinn~

LIFT SL COVER IDENTIFICAl10N:

°TRAFFIC SIGNAL" - TRAFFIC SIGNAL CIRCUITS,INCLUDING THOSE WITH STREET OR SIGN LIGHTING.

mm) °STREET LIGHTING" - CIRCUITS LESS THAN 600V.

"'STREET LIGHTING-HIGH VOLTAGE° - 600VOR MORE.

"SPRINKLER CONTROL" - CIRCUITS LESSTHAN 50V.

~ ~ ice-EXTENSION WHERE~ ~ / ~ STREET LIGHTING BALLASTS

NOTE: ARE REQUIRED

BOXES SHALL BE PCC AND COVERS SHALL BENON-BOLTDOWN TYPE UNLESS OTHERWISE NOTED.

PULLBOXN0.

TYPEDIMENSIONS {mm)

QUTSIDE COVERq B C D

3 1/2 PCC 19" (485) 13" (330) 15° (380) 10" (255)

5 PCC 25" (635) 15" (380) 21 3/4" (550) 11 3/4" (300)

6 PCC 34" (865) 22" (56a) 29 3/4" (755) 17 3/4" (450)

3 1/2 PLASTIC l6 3j8" (415) 11° (280) 15 3/8" (390) 10" (255)

5 PLASTIC 24" (610) 14 11 /16" (375) 23" (584) 13 11 /16" (350)

6 PLASTIC 31 1/2" (800) 18 5/8" (47.5) 30 1/2" (775) 17 3/4" (45D)

PCC APRON, 3" (75 mm) THICK AROUND 6" (150 mmj

PULL BOX. OMIT IF PULL BOXCONSTRUCTED WITHIN SIDEWALK-~

~~n (75 mm

UIT

1" (25 mm) CRUSHED ROCK

STREET LIGHT PULL BOX INSTALLATION


PROMUL6A7ED BY lHEPueuc ++a~KS sre,N~~xos iNC.°~"a°a` °~M'~ PULL BOXES

STANDARD PLAN

405-1~~SHEET 1 OF 2USE. WITH STANDARD SPECIFICATIONS FOR PUBLIC WaRKS CONSTRUCTION

PCC APRONPER STREET LIGHTPULL BOX INSTALLATION 2~

8„ 0 mm

(200 mm 2p50 mm) /

~~~ ' • '

.!. .!.!.

~ -~

:~. ► _ _ •►

7 9 16„(190 mm;

MACHINE SCREWS

COVER ENTRIESw/ CRUSHED

TRAFFIC SIGNALPULL BOX INSTALLATION

PCC APRONPER STREET LIGHTPULL BOX INSTALLATION

PVC OR RIGID STEELCONDUIT COUPLER

CONDUIT

iLOT 7/8"x 2 1(22 x 60 mm)

~•:~';.~..~.•~~.:'i•.~,~J~~~

►~~~,~~

~~.~.~..~~~~.:~~~:~

~•

~ ~ • ~

PCC 100 mm)N0. 5 PCC ~ 4"

•--. PULL BOX ~ 3~

(75 mm)

CRUSHED ROCK

ATTACH STL PLATE TO PCC COVER PER STREET LIGHT

WITH 2 BRASS MACHINE SCREWS, PULL BOX INSTALLATION

1/4" (6 mm) 20 NC-2 FLAT HEAD,IN 1 1/4" (32 mm) HOLES w/ EXPANSION SHIELDS

STEEL COVER INSTALLATION

.W CONDUIT

CRUSHED ROCK PERSTREET LIGHT PULL BOX INSTALLATION

90' PVC OR RIGID STEELEXISTING CONDUIT

I~ ~

SIZE OF COUPLER AND NEW CONDUITSHALL BE SAME AS EXISTING CONDUIT

STREET LIGHT CONDUIT INTERCEPT


405-1PULL BOXESSHEET 2 OF 2

CONDUCTOR INSULATION ENDOW CONNECTOR

PENCIL ENDS~_CRIMP BOTH ENDS ONDUCTORS

~~a m~ j I~ ~ SECTION A—A

WATERPROOF COATING ~NYL CHLORIDE ELECTRICAL INSULATINGTAPE APPLIED TO A THICKNESSEQUAL TO ORIGINAL INSULATION

MULTIPLE CONDUCTOR TYPE(MULTIPLE CIRCUITS)

SERIES—TYPE SOLDERLESS COMPRESSIONCONNECTOR — COPPER, 0-6 kV RATING. yyATERPR00F COATINGCRIMP BOTH ENDS -1 /

3 8'(10 mm 3 8"

CONDUCTOR INSULATION (10 mmPENCIL ENDS

VINYL CHLORIDE ELECTRICAL INSULATINGSINGLE CONDUCTOR TYPE TAPE APPLIED TO A THICKNESS

(SERIES CIRCUITS) EQUAL TO ORIGINAL INSULATION

STREET LIGHTING WINDOW SPLICE CONNECTORSNOTES:1. WATERPROOF COATING SHALL BE SUBJECT TO ENGINEER'S APPROVAL.2. WIRE NUTS SHALL NOT BE USED FOR STREET LIGHTING SPLICES.

~ f LOAD

o CONDUCTORCONDUCTOR (N0. 10 RED) w/

2N (6 0 mLm) KLOOP 2~ (600 mm) LOOP

VINYL CHLORIDE ELECTRICALINSULATING TAPE APPLIED

FUSEHOLDER TO A THICKNESS EQUALTO ORIGINAL INSULATION

FUSE SIZE FOR HIGH PRESSURE SODIUM LAMPS (4 PLACES)

SHALL BE 15 A. MULTIPLE CONDUCTORSPLICE. SEE ABOVE.WIRE NUTS NOT ALLOWEDFOR STREET LIGHTS.

CV ~

O

CONDUCTORS (BLACK) LACK Ep ONDUCTORS (RED)w/ 2' (600 mm) LOOP w/ 2' (600 mm) LOOP

IN —LINE FUSE HOLDER


PRODU~c~~o er nie STANDARD PLANPUBLIC WORKS STANDARDS ING ~ RI N G SERVICE DETAILSGREFNBOgC CdAMIT7EE

Zoos~O Qv

REV. 2009USE WITH STANDARD SPECIFICA710NS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2

CONDUCTORS - 5 TWISTS, MIN

SOLDER

WIRE NUT

VINYL CHLORIDE ELECTRICAL INSULATING TAPE

WATERPROOF COATING

TRAFFIC SIGNAL CONDUCTOR SPLICE

STRUCTURAL EXPANSION JOINT

CONDUITPACKING

REAM

J ...

~~ 4• e !.

STRAP LOOP PCC STRUCTURE N0. 8 GAGE CU BONDING STRAP

PLACE AGAINSTCONCRETE FIRST TYPE APOURED

6"1/4" (6 mm) (150 mm)SPONGE RUBBER 4" 4"

(100 mm) (100 mm) EDUCER

BA REAM A

STRAP LOOP PCC STRUCTURE

PLACE AGAINSTCONCRETE FIRSTPOURED TYPE B

CONDUIT EXPANSION ASSEMBLY

NOMINAL SIZES

A B

1" (25 mm) 2° (50 mm)

1 1/2" (40 mm) 2 1/2" (65 mm)

2 1/2" (65 mm) 3 1/2" (90 mm)


408-1WIRING SERVICE DETAILSSHEET 2 OF 2

ARM LENGTHSECOND ARM PER SHEET 2WHEN SPECIFIED cv

~~ w~\ w =

2.375" (60 mm) N NPIPE (O. D.) ~ ~w

a

Eio E SIMPLEX ATTACHMENT 11 GA (3.04 mm)

`r (13x192mm)4BOLT GALV STEEL

...

SECTION THRU SHAFT

wwz

w

■.

11 1 /2" (242 mm)SQUARE

4" (100GROUT

[~7~~I

(206 mm) SQUAR

~~io ~~ mm~ V

1 8" 3 mm316 5mm

---1" (25 mm) THICKSTL PLATE

-R=11/16" (17 mm)

9.5° TO 11.5"(241 TO 292 mm) BOLT CIRCLE

~HANDHOLE 4"x6 1/2"(100 x 165 mm) MINSEE NOTE 3

" (200 mm)

—BOLT COVER

. ' . ~~ 2" (50 mm) DRAIN HOLE

°~ e s GALV STL ANCHOR BOLTSa ~° 36°x4"x1"DIA

a. ~ ~ (915 x 100 x 25 mm DIA)

e 's

Q D

.° °. °~ 11.5" 292 mm'. ~ ~ UNLESS OTHERWISE SHOWN

32" 815 mmSQUARE


PROMULGATED BY 7HEPUBLJC WORKS STANDARDS INC STEEL LIGHTING STANDARD

STANDARD PLAN

GREENBOOK COMMITTEE2005 ~-YpE ~ 0 429-1

REV. 2009


MOUNTING HEIGHT

4' 8'TYPE H SHAFT SIZE (1220 mm) ARMS)(2440 mm) ARMS)

10-A 26'-0" (7920 mm) 3.8"x 7.5" 27'-0" (8200 mm) 28'6" (8690 mm)(97 x 191 mm)

10-8 28'-0° (8530 mm) 3•$'~x7•8~ 29'-0" (8800 mm) 30'-6" (9300 mm)(97 x 198 mm)

10-C 30'-0" (9140 mm) 3.8"x8.0" 31'-0" (9400 mm) 32'-6° (9910 mm)(97 x 203 mm

MAST ARM RADIUS RISE

4' (1220 mm) 4'8" (1420 mm) 18" (460 mm)

8' (2440 mm) 10'6" (3200 mm) 36° (915 mm)

1. FOR STANDARDS WITH TWO ARMS OR WITH S' (2440 mm) ARMS, FOUNDATION SHALL BE4' (1220 mm) DEEP WITH 1 1/8"x 40"x 4" (29 x 1020 x 102 mm) GALVANIZEDSTEEL ANCHOR BOLTS.

2. BOND ANCHOR BOLTS TO STEEL CONDUIT OR GROUND WIRE AS REQUIRED.

3. FURNISH HANDHOLE WITH ALUMINUM TAMPER-RESISTANT DOOR. INSTALL STANDARDSO THAT DOOR FACES AWAY FROM ONCOMING TRAFFIC.

4. POLE SHAFT SHALL BE CONSTRUCTED TO WITHSTAND LOADING AS SPECIFIED IN THELATEST EDITION OF AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTSFOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS. LOADING FROMLUMINAIRE ARM AND LUMINAIRE SHALL BE INCLUDED.


429-1STEEL UG~H~/IpING STANDARD1 1 r E ~ O SHEET 2 OF 2

zc~wzwJ

a

wN

az

iF' AIVl:h1UK tiVLIJ

1UALLY SPACED(100 mm) DIA)LT CIRCLETOTAL)

1 1/2° (40 mm) NOMINAL DIAa

a. ~' e• . a

SECTION THRU SHAFT

1" (25 mm) THICK23" (584 mm) DIA ANCHOR LUGBOLT CIRCLES (4 TOTAL)

a

16 1/4° (412 mm) .~, ~aSQUARE -~

~. ~~a

2 1/2" (65 mm)TYP

.-.E

N

~o~~

~ ^ vEE00rnv

~ e

"~ .l

~~ ~~~ e

~~ a e

..a .

'~ x 36" x 4"IA x 900 x 100 mm)`~STL ANCHOR BOLT~TAL) e

r~~~

.-.

~ a0 0~~a

N O

rCORED HOLE - 2 1/2° x 11'x 13 1/2" (65 mm DIA x280 mm DIA x 340 mm DIA)

—HANDHOLE 8 1 /2" x 9 1 /2"(215 x 240 mm)w/ GALVANIZED STEELTAMPER-RESISTANT DOOR.DOOR SHALL FACE AWAYFROM ONCOMING TRAFFIC.

2" (50 mm) DRAIN HOLE

m mm . ~ . ~ a~i

:. ¢a

.,.. i iU U

.o. E E~~'r ~E

.. o0p. ~ N N

30" (760 mm) C-1-A &36" 915 mm C-1-AT BT

SQUARE

POLE SHAFT SHALL BE CONSTRUCTED TO WITHSTANDLOADING SPECIFIED IN THE LATEST EDITION OF AASHTOSTANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTSFOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS.LOADING FROM LUMINAIRE ARM AND LUMINAIRE SHALLBE INCLUDED.

4" (100 mm)GROUT CAP

TYPESHAFT SIZEOCTAGONAL ON FLATS

POLEHEIGHT

C-1-A 8 1/2" x 6" x 23'-3"(215 x 150 x 7,085 mm

26'-3°(8,000 mm)

C-1-8 9" x 6" x 28'-3"230 x 150 x 8,610 mm)

31'-3"(8,525 mm)

C-1-AT SAME AS ABOVE, EXCEPT EQUIPPEDw/ TRAFFIC SIGNAL MAST ARMC-1-BT


PROMULGATED BY 7HEPUBLIC WORKS STANDMOS ING CONCRETE LIGHTING STANDARD

STANDARD PLAN

d2EENBOq( CAMMITTEE200.5 ~E C~~ ~~0~ 1

REV. 2009


TOP ANCHOR BOLTS 1 1/2" (40 mm) DIA NOMINAL

EQUALLY SPACED ,s .,

3 3/4" (95 mm) DIA .~. .,,BOLT CIRCLE(4 TOTAL)

SECTION THRU SHAFT18" (460 mm) DIA

1" (25 mm) THICK.~-. ANCHOR LUG OR STL PLATE

E 14 7/8" (378 mm) ~. ~. ~ ~ W~ 1 1/4" (30 mm) DIABOLT HOLE".~0 o ~SQUARE ~:

~ ~N

E " 0 2 1/2" (65 mm) 21" (535 mm) DIAE ~ N ~ BOLT CIRCLE

o

Nx x

- CORED HOLEovi ° N 4 1 /2" x 6 1 /4" x 14 1 /2"

~I ~-- 2._3~ (114 DIA x 160 DIA x 370 mm)

~ Z (fi90 mm)o ~ HANDHOLE 3" x 6 3/4°"~' °~ (75 x 170 mm) MIN

w w/ ALUMINUM TAMPER—=c~ N RESISTANT DOOR. DOORw N SHALL FACE AWAY FROMw Q ONCOMING TRAFFIC.J

c=i~ 4" (100 mm) .~~ ~~ ~GROUT CAP ~ 2" (50 mm) DRAIN HOLE

NI

cv ̀ i °' a e GALV STL ANCHOR BOLTSa: .p~ ° 36° x 4° x 1" DIA C-2

~ ~ ~ a~ ~o (915 x 100 x 25 mm DIA)~ a e 48° x 6° x 1° DIA C-2—T

°o ~ ~' 0 1220 x 150 x 25 mm DIA)° "' ~ ~ ~ ~4 TOTAL)

15 3 4° ~ a a ~ o ~(400 mm ~~

a '. ~.' ~ o

30° 760 mm C-236" (915 mm) C-2—T

SQUARE

TYPE C-2—T IS THE SAME AS TYPE C-2, EXCEPT EQUIPPED WITHTRAFFIC SIGNAL MAST ARM AND SIGNAL.

POLE SHAFT SHALL BE CONSTRUCTED TO WITHSTAND LOADING AS SPECIFIED INTHE LATEST EDITION OF AASHTO STANDARD SPECIFICATIONS FOR STRUCTURALSUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS. LOADINGFROM LUMINAIRE ARM AND LUMINAIRE SHALL BE INCLUDED.


PROMULGATED BY lHEPUBLIC WaF2KS STANDARDS INC CONCRETE LIGHTING STANDARD

STANDARD PLAN

GREENBOd( COMMITTEE2005

~C ̂~~ 431 —REV. 2009

V V


zC7wzwJO

wN

a2

TOP ANCHOR BOLTS ~ ~/2'~ (40 mm) DIA NOMINAL

EQUALLY SPACED ,: ~ .:

BOLT CIRCLE(4 TOTAL)

SECTION THRU SHAFT11 1/2" DIA t1/4"(290 DIA f5 mm)

9 7/8" (250 mm) ....~SQUARE

2 1 /2" (65 mm)NP

16 1 /2" f 1 1 /2"(420 t40 mm)

1" (25 mm) THICKANCHOR LUG OR STL PLATEw/ 1 1/4" (30 mm) DIABOLT HOLE

14" (356 mm) DIABOLT CIRCLE

CORED HOLE4 1 /2'~ D I A x 6 1 /4" D I A x 14 1(114 DIA x 160 DIA x 370 mm)

HANDHOLE 3" x 6 3/4"

(75 x 170 mm) MINw/ ALUMINUM TAMPER—RESISTANT DOOR. DOORSHALL FACE AWAY FROMONCOMING TRAFFIC.

4" (100 mm) - - - ~~~:~,..-.;~~

GROUT CAP ~~ ~ ~ 2" (50 mm) DRAIN HOLEv

GALV STL ANCHOR 80LTS~ ~ . a •~ ~~' 36° x 4" x 1" DIA~ ~~ .~ a a• a (915 x 100 x 25 mm)

a. ~~ (4 TOTAL)v a .

9CO ~ '~'~] d

• Q d ~ d ~.

a

d. .

30" 760 mmSQUARE OR ROUND

POLE SHAFT SHALL BE CONSTRUCTED TO WITHSTANDLOADING SPECIFIED IN THE LATEST EDITION OF AASHTOSTANDARD SPECIFICATION FOR STRUCTURAL SUPPORTSFOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS.LOADING FROM LUMINAIRE ARM AND LUMINAIRE SHALLBE INCLUDED.

POLETYPE SHAFT SIZE HEIGHT

C-4—A 8 1/4" x 5" x 23'-1" 24'-7"210 x 125 x 7,030 mm) 7,490 mm

C-4—B 8 1/2" x 5" x 25'-1° 26'-7"220 x 125 x 7,640 mm (8,100 mm)


PROMULGATED BY THEPUBLIC WDRKS STANDARDS INC. CONCRETE LIGHTING STANDARD

STANDARD PLAN

GREEN800K COMNITfEE2005

~~ ~— ~ ~~~~

REV. 2009


zc~W2

w~i

~I

~'

wNN

HL~Q2N

TOP ANCHOR BOLTSEQUALLY SPACED2 7/8" f1/2" DIA(75 t15 mm DIA)BOLT CIRCLE(4 TOTAL)

10 1/4" (2ESQUARE

2 1 /2,.

1 1/2" (40 mm) NOMINAL DIA

.~'•,..

SECTION THRU SHAFT

12" (305 mm) DIA

1" (25 mm) THICKANCHOR LUG OR BASEPLATE w/ 1.25" (30 mm) DIABOLT HOLES(4 TOTAL)

14 12" (370 mm) DIABOLT CIRCLE

CORED HOLE4"DIAx6"DIAx91/2"(100 DIA x 150 DIA x 240 mm)

~ HANDHOLE 3" x 5 1 /2"~~ (75x140mm)w/o CAST ALUMINUM°~ ~ TAMPER RESISTANT DOOR.

•'~ DOOR SHALL FACE AWAY

4" (100 mm)

a

~, a ~''`~ ̀ ` FROM ONCOMING TRAFFIC.

GROUT CAP E

Ea

~ ~

.•

~ ° GALV STL ANCHOR BOLTS"DIAx183/4 "x3"

~ ..a °'d ~ a (20DIAx460x75mm)....

.

a

. (4 TOTAL)

°.

a : 2" (50 mm) DRAIN HOLE' .o . a

30" 760 mmSQUARE OR ROUND

POLE SHAFT SHALL BE CONSTRUCTED TOWITHSTAND LOADING SPECIFIED IN THE LATESTEDITION OF AASHTO STANDARD SPECIFICATIONSFOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES, AND TRAFFIC SIGNALS. LOADINGRESULTING FROM LUMINAIRE ARM AND LUMINAIRESHALL BE INCLUDED.

TYPE SHAFT SIZEPOLEHEIGHT

C-6—A 6 1 /2" x 5 1 /4" x 8'-10 1 /2" 10'-2 1 /2"165 x 135 x 2,710 mm (3,110 mm)

C-6—B 6 1 /2" x 5" x 10~-10 1 /2" ~ 2~-2 ~ ~2°(165 x 125 x 3,320 mm) (3,720 mm)

C-6—C 6 1 /2" x 4 5/8° x 13'-1 1 /2" 14'-5 1 /2"(165 x 120 x 4,000 mm) (4,410 mm)

C-6—D 6 1 /2" x 5" x 14'-1 3/8" 15'-7 7/8"165 x 125 x 4,300 mm 4 770 mm


PROMULGATED BY 7HEPUBLJC WORKS STANDARDS INC. CONCRETE LIGHTING STANDARD

STANDARD PLAN

GREENBOgC COMMITTEE200''`

~C ̂~~G v 433—~

REV. 2009

SHEET 1 OF iUSE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

MAST ARM TYPE

ALUMINUMPOLE TOP

MOUNTINGHEIGHT

AMP-ON-MAST ARM-TYPE

LIGHT POLESTANDARD HEIGHT

TYPE A 26'-3"(8,000 mm)

TYPE B, C& D

MAST ARM LENGTH

MOUNTING HEIGHTf6" (t150 mm)

(1,800 mm) (2,400 mm)

27'-6" 28'-3"(8,375 mm) (8,600 mm)

31'-3~ 32'-6" 33'-3~(9,525 mm) (9,900 mm) (10,125 mm)

ALUMINUMPOLE CAP

MOUNTING TYPE A 26'-3"

6'-0"(1,800 mm)

8'-0"(2,400 mm)

29'-0" 29'-9•,

SEE DETAIL A, SHEET 2 HEIGHT (8,000 mm) (8,850 mm) (9,075 mm)

TYPE B, C 31'-3" 34'-0" 34'-9"TOP MOUNTED MAST ARM-TYPE II & D (9,525 mm) (10,375 mm) (10,600 mm)

ALUMINUMPOLE CAP

MOUNTING

SEE DETAIL B, SHEET 2 HEIGHT

I4P MOUNTED MAST ARM-TYPE III

ALUMINUMPOLE CAP

MOU 11NGHEIGHT

CLAMP-ON WITH TIE-ROD-TYPE fV

4'-0" 6'-0"(1,200 mm) (1,800 mm)

26'-6"(8,075 mm)

27'-3"(8,300 mm)

TYPE F 24'-7"(7,500 mm)

6'-0" 8'-0"(1,800 mm) (2,400 mm)

30'-9"(9,375 mm)

31'-6"(9,600 mm)

TYPE H 28'-0"(8,535 mm)

10'-0" 12'-0"(3,000 mm) (3,600 mm)

25'-10"7,875 mm

26'-7'~(8,100 mm)

TYPE A 26'-3"(8,000 mm)

TYPE B, C& D

31'-3"(9,525 mm)

30'-10"(9,400 mm)

31'-7"(9,625 mm)

ALUMINUM 10'-0" 12'-0"3,000 mm 3 600 mmPOLE CAP C ~ )

TYPE C 31'-3" 35'-9" 39'-0"MOUNTING & p (9,525 mm) (10,900 mm) (11,875 mm)HEIGHT

CLAMP-ON TRUSS-TYPE V

NOTE:

ELECTROLIERS SHALL BE DESIGNATED BY LIGHT STANDARD TYPE, MAST ARM TYPE ANDMAST ARM LENGTH, I.E. A-II-•8.


PROMULGATED BY THE STANDARD PLANPUBIJC WORKS STANDM~S ING

GREENBOOK COMMITTEE200.5

STREET LI GH 11 N G DETAILS 434- 1REV. 2008


ARM LENGTH

5"125 m )STRAIGHT

REMOVABLE SECTIONALUMINUM CAP

2.375" (60 mm) O.D.

w

\ ~E,n

~ ~ 42 1 /2'

- ~ OD GUSSETPLATE

5~~

33 f 6 mm4"~ )~ N BRACKET SEAT

9 C»

., 150 mm OCTAGONAL DETAIL A

DIMENSIONS SAME FORDETAIL A AND BEXCEPT AS SHOWN

REMOVABLEALUMINUM CAP

SET SCREW

.~.N E~ E~ "~

N ~, DETAIL B\ ̀~ Y~ N

R

D

ARMLENGTH RISE

4' (1220 mm) 24" (610 mm)

6' (1830 mm) 32" (815 mm)

8' (2440 mm) 42" (1070 mm)

POLEDIAMETER, D Y

5" (125 mm) 4 1/4" f 1/4" (108 t 6 mm)

6"(150 mm) 6°t1/4"(152t6mm)


434-1STREET LIGHTING DETAILSSHEET 2 OF 2

\\~~~ ~ ,l~~y

(G)

LIFTING PLATESILLET WELDED

(J)

(A)(8

~C> ~H)D)

FRONT

GASKET

CABINET ~ °~

DOORE in ,n

.0625" (2 mm) E o NMAX CLEARANCE ~n o ~ ̀-

SECTION C—C ~v

EE o'n /SEE DETAIL D, ^ °0

SHEET 2

.~

~ 4.5°~ (115 mm)

L ~N ~N B

~ v~n E 15.,~+~n 375 mm)

co

o

SECTION B—B

(A)

~B)

(c)

(D)

(E)

(F)

L 24"~o~mm~

A

FRONTDOOR REMOVED

Eco inN

(A) POWER SUPPLY

(B) CONTROLLER UNIT

(C) INPUT FILE #

(D) INPUT FILE # J

(E) POWER DISTR ASS'Y

(F) OUTPUT FILE

(G) FAN AREA

(H)FAN EXHAUST VENT

(I) VENT LOUVERS

(J) HINGES

SEE CABINET~C NOTES, SHEET 2

34~850 mm

G

(A)

~B)

(c)

(D)

(E)

(F)

21,•525 mm

30"(i5u mm)

SECTION A—A

(H)


PROMULGATED BY THE STANDARD PLANPUBLIC WLIRKS STANDARDS ING

GREENB Z~ MIT7EE CONTROLLER CABINET TYPE 170 452 ~ 1REV. 2009

1


~ mm)

1/2" (15 mm) R

DETAIL D

CABINET NOTES:

1. FAN EXHAUST VENT: SCREENED, VANDAL RESISTANT, 36 SQ IN (0.023 m2) MIN OPENING.

2. VENTILATION LOUVERS SHALL HAVE METAL AIR FILTERS AND 36 SQ IN (0.023 m2) MIN OPENING.

3. HINGES SHALL BE STAINLESS STEEL BUTT—TYPE OR SHALL BE CONTINUOUS.

4. SECTION (A), POWER SUPPLY, MAY BE COMBINED WITH SECTION (E), POWER DISTRIBUTION ASSEMBLY.

CONDUIT AREA8° x 16°

GROUND ROD AND GROUND CLAMPSAME AS IN SERVICE CABINET

RAISED PCC PADIN UNPAVEDAREA; SIDEWALKIN PAVED AREAS

ANCHOR BOLTS (4 REQUIRED)3/4" x 15" x 2"(19x380x50mm)

FOUNDATION DETAILSFor Model 332 and 334 cabinets

(Type 1 housing)


452-1CONTROLLER CABINET TYPE 170SHEET 2 OF 2

SEE DETAIL J

TAPERED STEEL POST0.1196" (3.04 mm)WALL THICKNESS,5° (127 mm) ID AT BASE

SEE SPPWC 101

1/2'~ (12 mm)BASE PLATE

ANCHOR BOLTS3/4"x18"x2"(19 x 460 x 50 mm)4 TOTAL

~rT

4 NPS GALV STEELPIPE OR CONDUIT,THREADED BOTH EN

SEE SPPWC 101

,3" x5° (76 x 127 mm)HANDHOLE AND COVER

EE

24"(610 mm)

1/2" (12 mm)BASE PLATE -

ANCHOR BOLTS ~5/8°x18°x2"(16x460x50mm)4 TOTAL

,~

(610 mm)

TYPE 1— A TYPE 1— B

~ ~E4 1 2"114

o ~ ~

~ ~

23q mmm

~ ~ ~4 NPS STD PIPE 8 1 /2° (216 mm)SEE DETAIL J ~ o _ _

BOLT CIRCLE~v

~TAPERED STEEL POST.01196" (3.04 mm)

~o~ BASE PLATE

WALL THICKNESS, ~ o ~o- FOR TYPE 1-A5 1 /4" (133 mm) OD AT BASE

~ o °o

3" x5° (76 x 127 mm) °z ~ ~ 4"x9" (102 x 230 mm)

HANDHOLE AND COVER w Q ~w Z

~ GALV CAST IRON PIPEFLANGE F AND D

N C.~ J ~N Q

w ~ 7 1/2" (190 mm)SEE SPPWC 101 v N ~ BOLT CIRCLE

~/2" (~2 mm)=o~' ~

~BASE ~ PLATE

BASE PLATE FOR TYPE 1-B~ — ~ I E

ANCHOR BOLTS I c° E1"x18"x3" (25 x 460 x 75 mm) J M~

9 1/2" (240 mm) BOLT CIRCLE °'4 TOTAL 24"

610 mm)

TYPE 1— D

9REr 230 m

.~~'~c 1/2" (13 mm) RADIUS~ ~~~y~ _ 7 1/2" (190 mm)

BOLT CIRCLE

BASE PLATEFOR TYPE 1-D


PRanu~c~~n er nie STANDARD PLANPl1BLIC WORKS STANDARDS ING

GREENBOdC CgAMITiEE2005

SIGNAL STANDARDS 453-1REV. 2009


EY•y

OUTSIDE fOF COVER

TACK 4 PLACES AT 90'

STANDARD PIPEBEVEL TUBE ~ 4"AND WELD (5 mm)

nFTnii .iTUBE MAY BE INSERTED INTO PIPE OR BUTTED AS APPROVED

HANDHOLE REINFORCED WITH RINGWELDED TO OUTSIDE OF POLE& 1 /8° (3 mm) COVER PLATE ~

1" (25 mm)~PLACE MORTAR AFTERPLUMBING STANDARD.SLOPE 45' TO 90'— i~ ~

2" TO 3"

(50 TO 75 mm)

ASTM A307 GALVANIZED-ANCHOR BOLTS, 4 TOTALSIZE OF ANCHOR BOLTSSHOWN AS "a x b x c"

NOTES:

THREAD TOP8~~ (200 mm)

FINISHEDGRADE

HANDHOLE AND ANCHORAGE

HANDHOLE REINFORCEMENTRING

ALLEN SOCKET FLAT HEAD CASCREW, 5/16" (8 mm) DIA,INSET WITH COVER. ALLENWRENCH SIZE 3/16° (4.8 mm).

HEX SOCKET BUTTON—HEAD CAP SCREW

P ~~~~~~~~~~~~~~ 516" (8 mm~ DIA

COVE STEEL STRAPRECESSED DIMPLEIN COVER

TAPPED HOLE SCREWS ARE ALTERNATE DETAILSTEEL STRAP STAINLESS STEEL.

TAMPER RESISTANT HANDHOLE COVER

1. TYPE 1 STANDARDS SHALL BE 10' (3.05 m) LONG FOR VEHICLE SIGNALS AND 7' (2.13 m) LONGFOR PEDESTRIAN SIGNALS. LENGTHS ARE f 2" (0.05 m).

2. TOP OF TYPE 1 STANDARDS SHALL BE 4 1/2° (114 mm) OD.

3. CONDUITS SHALL EXTEND 2° (50 mm) MAXIMUM ABOVE FINISHED SURFACE OF FOUNDATIONAND FOR TYPES 1 —A AND 1—D SHALL BE SLOPED TOWARD MANHOLE.

L~1~[~3:[~I:i I~]~~~.G1~~:3~ Z~7►DI~~~I~Z~ll~l~lll~~i7:ze]:Ti1~1~U11~[eTK~I~I~lIfi~C~7:~1

5. CONDUIT BETWEEN STANDARD AND ADJACENT PULL BOX SHALL BE 2" (50 mm) MINIMUM.


453-1SIGNAL STANDARDSSHEET 2 OF 8

DETAIL S,SHEET 7

MAX3~12' (300 mm)551bs (25 kg)

z

i~

E

Sri

E PROJECTED LENGTH

72"x22", 65 Ibs -(1830 x 560 mm, 30 kg)INTERNALLY ILLUMINATEDSTREET NAME SIGN (IISNS)

REQUIRED FOR

POLE

~ 1 2 NPS CbUPLINGSIGNUNDERSIDE REQUIREDWHEN IISNS SHOWNON PLANS

DETAIL F;SHEET 7

TYPE 16-2-129 4"x6.5' (102 x 165 mm)HANDHOLE AND COVER(FAR SIDE)

FINISHED GRADE DETAIL F,SHEET 7

xCIDH PILE ~

ELEVATION FOUNDAl10N, oSHEET 6

TYPE 16-2-129, DIA18-2-129

POLE DATA

POLETYPE

AHEIGHTm

MIN OD, mm THICK,mm

B ALTERNATIVELENGTH SECTIONm BOTTOM mm TOPBASE TOP

16-2-12917 5.2(273)10.75"

8.438 2140.180"4.55

NONE17-2-129 30 9.1 6.625 168 3.0

9~8 203 6.625

16819-2-129 30 9.1 6.625 168 9.375 238

SEE SHEET 4 FOROTHER DIMENSIONS

BASE PLATE

LUMINAIREARM, m

SIGNAL ARMm

POLETYPE C, mm

D1 BOLTCIRCLE,mm

THICK,mm

ANCHOR BOLTS

16-2-12917-2-129~ 9-2-~ 29

18.0(457)

17.50"(445)

1.25 32 1.5 x42 x6 38 x 1067 x 152 mm NONE 20 6.11.50 38 2x42 x6 51 x 1067 x 152 mm 6'-15' ]~'*

(1.8-4.6 3.7*20 6.125' OR 30'7.6 OR 9.1

{UtrAULI VALUt

SIGNAL ARM DATA LUMINAIRE ARM DATAEPROJECTEDLENGTH, m

GMOUNTINGHEIGHT, m

MIN ODAT POLE,mm

MPROJECTEDLENGTH, m

NRISE,mm

MIN ODAT POLE,mm

P MOUNTING HEIGHT30 9.POLE

35 10.7POLE

15 4.6 22 -4 6.8 6.625 168 1.8 6 -0 24 610 3 1 4 83 31 -6 9.6 36 -6 11.120 6.1 21 -8 6.6 6.625 168 2.4 8 -0 30 760 3 1 2 89 32 -0 9.8 37 -0 11.325 7.6 22 -8 6.9 7.313 186 3.1 10 -0 39 990 3 7 8 98 32 -9 10.0 37 -9 11.530 9.1 23 -0 7.0 8.000 203 3.7 12 -0 51 1290 3 7 8 98 33 -9 10.3 38 -9 11.9

4.6 15 -0 57 1450 4 1 4 108 34 -3 10.5 39 -3 12.0



M PROJECTED LENGTH— ~ POLE

z

~-DETAIL W,~~

E PROJECTED LENGTH SHEET 5 ~ ~ E

DETAIL S, X N~ oSHEET 7

~ SIGN ~'~ MFm

M2

z=

QQQ

"X(300 mm)55 Ibs (25 kg)

SHEET 7~~,

~¢z~

REQUIRED FOR\

8 \/

TYPE 17-2-129

aTYPE 17A-2-129 Z 72°x22°, 65 Ibs DET IL F,~ (1830 x 560 mm, 30 kg) SHEET 7

INTERNALLY ILLUMINATED~ STREET NAME SIGN (IISNS)

~

1/2 NPS COUPLING~UNDERSIDE REQUIRED

o WHEN IISNS SHOWN =ON PLANS

i~

4"x6.5° (102 x 165 mm)HANDHOLE AND COVER(FAR SIDE)

FINISHED GRADE DETAIL F, iSHEET 7 ~

ELEVATION CIDH PILEFOUNDATION,

TYPE 17-2-129, 19-2-129, SHEET 6

17A-2-129, 19A-2-129 DIA

SEE SHEET 3 FOR OTHER DIMENSIONS

SIGNAL ARM: DESIGN:H 16' (4.9 m) CALTRANS LOAD CASE 2THICK 0.180" (4.55 mm) WIND VELOCITY 180 mph (129 kph)BOLT CIRCLE 12" (305 mm)

CIDH PILE FOUNDATION:HS CAP SCREWS 32-7NC-76J PLATE SIZE 12° (305 mm) DIAMETER 30" (760 mm)K ARM PLATE THICK 1.25" (32 mm) DEPTH 7'-3" (2.2 m)L POLE PLATE THICK 1.50" (38 mm) REINFORCED YES8 23'X MAX 10~-6" (3.2 m)

LUMINAIRE ARM:THICKNESS 3.04 mm 0.1196



EE

~ ~4~ v

(7 mm)

HS HEX HEADCAP SCREWS,4 TOTALTAP POLE PLATE

2 1/4" (60 mm)DIA HOLE w/CHASED EDGESFOR ELECTRICALCONDUCTORS ~

DETAIL F, ~(SHEET 7 4

4° vmm)

-16-11 NC-45HS CAP SCREW, 3 TOTALTAP POLE PLATE.

CHASED EDGESFOR ELECTRICALCONDUCTORS

M PLATE

1/4" (7 mm) GUSSETPLATES TOP, BOTTOMAND SIDES-~

DETAIL W

LUMINAIRE ARM CONNECTION

L1" (25 mm)POLE PLATE

3/4" (19 mm)ARM PLATE

2 NPS PIPE

~ I 1/4" (7 mm)~ ~ PLATE -TOP,

~ ~ \ I BOTTOM &SIDES

\ ~ CHASED EDGES~ / ~ex A ~~ I GALVANIZED DRAIN

~I ~ HOLES, 2 BOTHK C ~ SIDES

~ ~

SECTION A-A ELEVATION ~j~mmj

SIGNAL ARM CONNECTION DETAILS

BOLT HOLE =BOLT DIA +1/4° (6 mm

AXIS OF ARMi

BASE PLATE

U



1 "x1 /4"(25x7mm)BACKING RING.TACK WELD

USE THIS DETAIL FOR 2-PLY POLES

ELEVATION B

DETAILSHEET

( mm)

ELEVATION A

TABLE AWALL WELD SIZETHICKNESS0.1196 3.04 1 4 70.1793" (4.55) 5/16 (8)0.2391" 6.07 3/8"~10)0.3125° 7.94 7 16 11

TABLEA

\BLEB

TABLE BWALL WELD SIZETHICKNESS0.1196 3.04 1 8 40.1793" (4.55) 3/16" (5)0.2391" 6.07 1/4" (7)0.3125" 7.94 5 16" 7

SLITS NOTPERMITTEDWITHx" "x x" "x DETAIL F

HOLE DIA = POLE ODPOLE ID - 2° (51 mm) + ~~~6~

(2 mm)

xX Xx xx xz

PLAN PLANDETAIL B DETAIL A

ALTERNATIVE BASE PLATE DETAILS

~i~y:►~~z~:n~~a

DUIT

■

..

1■~~■11■~~■11~~~■11■~~■1

ELEVATION

#$ ~#25M)TOTAL 10

SECTION B-B

CLR0 mm)

(#13M) Q ~ 6" (150 mm)#4 (#13M) SPIRAL ~(150 mm) PITCH WITH" (450 mm) LAP AT

.,, LICE AND 135' HOOKAT TERMINATIONS

CAST—IN—DRILLED HOLE PILE FOUNDATIONREINFORCED PILE



STEEL SLEEVE ATEACH WELDED J01

EE

STEEL SLEEVE

FULLPENETRATION `~

D.1196"x3°(3.04 x 75 mm)~BACKUP RING

1.5 mm)

FULLPENETRAl10N

FOR UNIFORM TUBE THICKNESS DETAIL TAT TUBE THICKNESS CHANGE

POLE SPLICES

2 NPS PIPE, CHASEDFOR WIRE PROTECTIONSEE NOTE 2, SHEET 8 - - - - SIGNAL ARM

TIGHT FIT

4~~ I. ~~~(102 mm T ~(76 mm )

DETAIL TS—TIP TENON

2 NPS PIPE, CHASED _ _FOR WIRE PROTECTION - - - SIGNAL ARM

4'r 1 /4" (6 mm) PLATE102 mm

DETAIL TL—TIP TENONTHIS DETAIL SUPERSEDESDETAIL S WHEN SO DESIGNATED

1 /4"7 mm

A IGNAL ARM ~~PIPE TENON

GALV BOLT ~~

SLIP FITTER FOR / ~ ~2 NPS PIPE. GRINDMAT MOUNTING IS 4^ INSIDE SMOOTH FORSHOWN. USE MAT 102 m WIRE PROTECTION.OR MAS AS SHOWNON PLANS. SEEsPPwc 432. DETAIL S—SIDE TENON

PIPE TENONS

M Z

FOR WELD SIZECALCULATIONS,

OR MORE

~ONTACT

MIN

DETAIL FFATIGUE RESISTANT WELD

RAINTIGHTCAP

PIPE ~ ~-- SIGNAL ARMTENON

SECTION A—A



IDENTIFICATION NUMBER

ATTACH A STAMPED METAL TAG WITH EACH POLE'S IDENTIFICATION NUMBER TO SHAFT ABOVEHANDHOLE. NUMBER SHALL BE MINIMUM 1/4" (7 mm) HIGH. ATTACH SIMILAR TAG TO THETOP OF THE SIGNAL MAST ARM NEAR THE POLE PLATE. ~

PSAMPLE IDENTIFICATION NUMBER: ~oG~~~~ Q~P~~~~~,`

Off, ~~~ 5~ Q~~~,~~•`PP~~, ~~ P~~ ~~ o~~~~.

19A- 3- 129 -9.1 —99 —FUSE SL FOR SPECIAL LOAD CASE

SPECIFICATIONS

DESIGN: AASHTO SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTSFOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, DATED 1994.

WIND LOADING: 129 km/h AASHTO

UNIT STRESSES, STRUCTURAL STEEL:fy = 48 ksi 331 MPa), TAPERED SHEET STEELfy = 36 ksi 248 MPa) UNLESS OTHERWISE NOTED

CONSTRUCTION: STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS

HIGH STRENGTH CAP SCREWS: 16 — 11N — 45~ LENGTH, mm

THREADS PER INCHSIZE, mm

NOTES

1. PROVIDE FOUR ASTM A-307 ANCHOR BOLTS FOR EACH POLE. PROVIDE A HEX NUT, LEVELLINGNUT AND TWO WASHERS FOR EACH BOLT.

2. LUMINAIRE ARMS SHALL BE ROUND, TAPERED STEEL TUBES, TAPER OF 0.137° TO 0.140" PER FT(11.45 TO 11.66 mm/m) WITH AN END SECTION 2 3/8" (60 mm) OD FOR MOUNTING HARDWARE.EXTENSIONS OF 2 NPS PIPE 7" (178 mm) LONG MAY BE USED AT THE OPTION OF THEMANUFACTURER. WHEN LOW PRESSURE SODIUM LUMINAIRES ARE REQUIRED, THE EXTENSION SHALL BE15" (381 mm).

3. SIGNAL ARMS SHALL BE ROUND, TAPERED STEEL TUBES, MAXIMUM TAPER 0.140" PER FT(11.66mm/m).

4. HANDHOLE REINFORCEMENT RING SHALL BE 1/4"x2" (6 x 51 mm) FOR 0.1196" TO 0.2391' THICKPOLES (3.04 TO 6.07 mm); 3/8"x2" (10 x 51 mm) FOR 0.3125" (7.94 mm) THICK POLES.

5. USE DETAIL F, SHEET 7, FATIGUE RESISTANT WELD, AT SIGNAL ARM PLATE AND POLE BASE PLATE.

6. IN LIEU OF THE TORQUE REQUIREMENTS FOR HS BOLTS, CAP SCREWS SHALL BE TIGHTENED BYTHE TURN—OF—NUT METHOD 1/3 TURN FROM A SNUG, TIGHT CONDITION. NO WASHER IS REQUIRED.

7. DURING POLE ERECTION, RAKE THE POST AS NECESSARY WITH THE USE OF LEVELLING NUTS TOPRODUCE A PLUMB POLE AXIS.



u Q uu uu Q uu u

~ ~

SV-1-T SV-2-TA

SIDE SIGNAL MOUNTINGS

SEE PLANS FOR TYPE OFSIGNAL MOUNTING

POST TOP TERMINAL POLE PLACOMPARTMENT PERSTD PLAN 434

r,l E

TOP MOUNTEDSIGNALS (TV)

TYPE 1-A, 1-B, OR1-D STANDARD

AS SHOWN ON THE PLANS

v ~ ~~~__~

0

TV-1 TV-1-T TV-2-T

TOP SIGNAL MOUNTINGS

SPECIAL 90' ELBOW

TYPE LT-2-TSIGNAL MOUN~

-TERMINAL COMPARTMENT

~~PEDESTRIAN SIGNALSWHEN REQUIRED

~ PEDESTRIAN-PUSH BUTTON

~ WHEN REQUIRED-

~~

~~~SIDE MOUNTED

SIGNALS (SV AND SP)

USED ON STANDARDSWITH LUMINAIRE OR SIGNAL

MAST ARM

TYPICAL SIGNAL INSTALLATIONS

ABBREVIATIONS

N TOP MOUNTED VEHICLE SIGNALSSV SIDE MOUNTED VEHICLE SIGNALST TERMINAL COMPARTMENT

1,2 NUMBER OF SIGNAL FACES

NOTES

TOWARDINTERSECTION

LEFT TURNLANE SIGNAL

TYPE 1-A, 1-B, OR1-D STANDARD

AS SHOWN ON THE PLANS

1. MOUNTINGS SHALL BE ORIENTED TO PROVIDE MAXIMUM IHORIZONTAL CLEARANCE TO ADJACENT ROADWAY.

2. BRACKET ARMS SHALL BE LONG ENOUGH TO PERMITPROPER ALIGNMENT OF SIGNALS AND BACKPLATEINSTALLATION.

3. SEE SPPWC 455 FOR ATTACHMENT FITTINGDETAILS.

4. ALL ARROW INDICATIONS SHALL BE 12" (300 mm).

5. ALL PROGRAMMED VISIBILITY SIGNAL HEADS SHALL BEPROVIDED WITH BACKPLATES.


PROMULGATED BY THE STANDARD PLANPUBLIC WORKS STANDM~S INC.

GREFNBOOK COMMITTEE2005

SIGNAL HEADS AND FIXTURES 454- 1REV. 2008


SLIP FITTE

BACKPLA

MASTARM ~

BACKPLATE

MASTO ARM

SLIP FITTER

MAT MAS

TOP ATTACHMENT SIDE ATTACHMENT

MAST SIGNAL MOUNTINGS

8° t 1/2" (200 t 13 mm) FOR 8" (200 mm) SECTIONS5 1 /2" f 1 /2° (140 t 13 mm) FOR 12" (300 mm) SECTIONS

DRILL SIGNAL FACE ANDATTACH BACKPLATE WITHSIX 10-24 OR 10-32SELF-TAPPING AND LOCKSTAINLESS STEEL MACHINSCREWS AND FLAT WASHL,.~ ~ 2" t 1 /2" R

(50 t 12 mm)8" (200 mm) AND 12" (300 mm) SECTIONS

BACKPLATE

1/16" (1.5 mm) MIN THICKNESS3001-14 ALUMINUM, OR PLASTIC

WHEN SPECIFIED


454-1SIGNAL HEADS AND FIXTURESSHEET 2 OF 3

~~r~

r~LJ ~~

SP-1-T SP-2-T TP-1 TP-2-T

SIDE MOUNTINGS TOP MOUNTINGS

PEDESTRIAN SIGNALS AND MOUNTINGS

NOTE: "CLAM SHELL" MOUNTINGS ARE ALSO ACCEPTABLE.

z z~ ~

of E~E E

u°~ ~N N

PEDESTRIAN SIGNAL FACE

SYMBOL TYPE


454-1SIGNAL HEADS AND FIXTURESSHEET 3 OF 3

2 3/4" 1/2" (13 mm) STANDARD70 mm GALV STL BOLT

3 4°~20 mm 1/2° (13 mm) ~ ~ 5 16"

~~2 LOCK WASHER 8 mm(12 mm

~ ~ 4~~ i FLAT WASHER

(32 mm) WASHERS— 1 1/2" (38 mm) NPS~ SEE DETAIL C PIPE THREAD

A ~~ A' 1/2° (13 mm) NUT

SIGNAL STANDARD

CABLE GUIDE. OMITON UPPER PLATE

SECTION B-BPOLE PLATE

FOR SIDE MOUNTINGS

CURVED TO ~ SIGNAL STANDARDFIT STANDARD

SECTION A-A

HOLE SHALL BEOFFSET WHENBACKPLATE IS

ONE—WAY MOUNTING MULTIPLE MOUNTINGS

TOP MOUNTINGS

.-.

BRONZE WASHER CURVED 'oo E N ETO FIT STANDARD ,n ~ ~ ~

O

WASHER DETAIL C

5' SERRATIONS 5 16"8 mm

3/16° PIN(5 mm)

BRASS RING TO MATCH FLANGE ONSIGNAL HOUSING OR FITTING

LOCK RINGUSE WHERE LOCKING RING IS NOT INTEGRAL

WITH SIGNAL HOUSING OR FITTING.

SERRATIONS

1 TO 4 OPENINGSAS REQUIRED

1 1 /2° (38 mm) 5' SERRATIONS

NPS PIPE THREAD

SPECIAL 90° ELBOWONE FOR EACH FACE, EXCEPT THOSEWITH SPECIAL SLIP FITTER MOUNTING



GREfNBOOK COMMITTEE2005

SIGNAL FITTINGS 455- 1REV. 2009


EE

4 1/2" (115 mm)SLIP FITTER

DRILL AND TAP FOR 1 1/2" (38 mm) NPSSTANDARD PIPE THREADS _

'2" MINmm~

~K~l~l~:a

FOR BOLTS, SEE"POLE PLATE" DETAILSHEET 1

~ E ~ CURVED WASHER,~ LOCK WASHER AND

~ NUT. SEE SECTION~ ~~ B-B, SHEET 1

y u r _ - ry ■

LTWO ROWS OF3 SET SCREWS _ ,_ I _i CABLE GUIDE

~~ (9U mm) '-' v

TOP MOUNTING SIDE MOUNTING

TERMINAL COMPARTMENTS

5' SERRATIONS

STOP

CADMIUM PLATED3 CADMIUM PLATED STEEL SCRE~STEEL SET SCREWS

SIGNAL HOUSING

LOCK NUTS

1 1 /2" (40 mm) NIPPLE

CADMIUM PLATED 3/S" (10 mm)BOLT THROUGH MAST ARM.SEE NOTE 1..~ MAST ARM OR PIPE TENON

--~'~ SEAL OPENING WITH MASTIC.SEE NOTE 1(A).

-LOCK RING. SEAL WITH GASKET ORSEALING COMPOUND.-SHAKE-PROOF LOCK WASHER

RUBBER WASHER

MAST ARM MOUNTING - TYPE "MAT"FOR 2° (50 mm) NPS PIPE, SEE NOTE 1.

3 CADMIUM PLATEDSTEEL SET SCREWS-

SEE NOTE 3

5' SERRATIONS L3/8" (10 mm)BOLT -SEE NOTE 1

MAST ARM MOUNTINGTYPE "MAS"

FOR 2" (50 mm) NPS PIPE,SEE NOTE 1.

NOTES1. AFTER MAST ARM SIGNAL HAS BEEN PLUMBED AND

SECURED, DRILL 7/16" (11 mm) HOLE THROUGHMAST ARM TENON IN LINE WITH SLIP FITTER HOLE. PLACEA 3/8° (10 mm) GALVANIZED BOLT WITH WASHER UNDERBOLT HEAD THROUGH HOLE AND SECURE WITH WASHER,NUT, AND LOCKNUT.(A) SEAL OPENINGS BETWEEN MAS, MAT OR MAS-5

MOUNTINGS AND MAST ARM.2. (A) THREADED TOP-MOUNTED SLIP FITTER OPENINGS

SHALL BE 1 1/2" (38 mm) NPS.(B) SERRATIONS IN FITTINGS SHALL MATCH THOSE ON

BOTTOM OF SIGNAL HEADS OR IN LOCK RING.(C) TOP OPENING SHALL BE OFFSET WHEN BACKPLATE

IS USED.3. WIREWAY SHALL HAVE A CROSS SECTION AREA OF

0.95 SQ. IN. (600 mmz) MIN, AND MIN WIDTH OF


455-1SIGNAL FITTINGSSHEET 2 OF 2

2 1/2" (64 mm)~ NPS STANDARDo GALV STEEL PIPE

xa

0ri

„ MIN 5/8"x12"x2° `-')mm (16x300x50mm)

ANCHOR BOLTS, 4 TOTAL

1" (25 mm) C18"460 mm)

(460 mm)

ELEVATION

EXTEND CONDUIT 2~~ (50 mm) MAX ABOVEFINISHED SURFACE OF FOUNDATION. BOND ANCHORBOLTS TO CONDUIT OR GROUNDING CONDUCTOR.

5"(127 mm

BASE PLATE

1/2' (114 mm)OLT CIRCLE

JT HOLE TO FIT PIPE

~4" (19 mm) HOLES

THER-PROOF CAP

~STREET SIGNS(NOT SHOWN)

2 1/2" (64 mm)NPS STANDARDGALV STEEL PIPE

.-.E0

FOUNDATION AND ANCHOR BOLTDETAILS SAME AS PED PUSH BUTTON POST

COMBINED STREET SIGN ANDPEDESTRIAN PUSH BUTTON POST

PIPE ~ ~4„(7 mm

SECTION ~ o


PROMULGATED BY THE STANDARD PLANPUBLIC WORKS STANDMDS INC.

GREQJBOOK COMMITTEE PEDESTRIAN PUSH BUTTON STAND 456 -1200.5


5/8"x1 3/4" (16 x 44 mm) 3/8" (10 mm)

SQUARE OR HEX HEAD STL PLATE

GALV S7L BOLTS

TACK WELD TWOSOPPOSITE FLATSOF EACH BOLT 9~

230 m m

EE

a, oN

ADAPTER BASE PLATEINSTALLATION DETAIL

INSTALL WHERE SPECIFIED.CONSTRUCT FOUNDATION ANDANCHORAGE FOR NPE 1 SIGNALSTANDARD PER SPPWC 431.

PCC FOUNDATION

ADAPTER BASE PLATE

PEDESTRIAN0 0 0

o

PUSH BUTTON POST

APTER PLATE

' i i

1% 1`%

i ri ~

• ~ ,1`/~ 1%̀~


456-1PEDESTRIAN PUSH BUTTON STANDSHEET 2 OF 4

A ADIUS L 130 mm

PUSH o ~ ~ ~ NEB U T T D N E

P~ BUTTON PU~i BUTTON PUSH BUTTON ~~p FOR FOR FAR ~E GREEN LIGHT GREEN LI(~{T GREEN L]GHT ^ °'

~ 0 R o .— ~ ~—~►F LEFT RIGHT BOTH

FOR BICYCLE LANES(USE ONLY WHEN SPECIFIED)

.. BLACK LEGEND ON WHITE BACKGROUND

ALTERNATIVE SYMBOL AND ARROW DIRECTIONS:LEFT, RIGHT OR BOTH

~ ~ .~.LEFT RIGHT BOTH

5°130 mm

PUSH PUSH PUSH

BUTTON BUTTQ~I BUTiIJN N ~FOR FOR FOR ~ o

GREEN LIGHT GREEN LICf{T GREEN LIGHT ~ °'

~~ ~ ~►LEFT RIGHT BOTH

FOR 3-LIGHT SIGNALS(USE ONLY WHEN SPECIFIED)

BLACK LEGEND ON WHITE BACKGROUND

SIGN DIMENSIONS, INCHES (mm)

A B C D E F G H J K L

5"

130

7 1 /2"

190

9/16°

15

3/4"

20

3/8°

10

7/16°

12

2 1 /8•,

50

3/8°

10

1 /4"

6

11 /16••

17

3/4"

20

PEDESTRIAN PUSH BUTTON SIGNS

NOTES1. BACK CASTING SHAPE SHALL FIT CURVATURE OF POST.2. PROVIDE COVER FITTING FOR TOP OF POST, WHEN PPB IS

MOUNTED ON PEDESTRIAN PUSH BUTTON POST.3. INSTALL PUSH BUTTON ON CROSSWALK SIDE OF STANDARD.4. ACTUATOR SHALL BE 2" (50 mm) MIN DIAMETER.

PEDESTRIAN PUSH BUTTON



T❑ CR❑SS

BLACK LETTERS PUSH BUTT❑NAND BORDERS ONWHITE BACKGROUND START CR❑SSINGEXCEPT AS SHOWN ~ ~,,~atch For

Vehicles

Finish CrossingF,,,~ If In Crosswalk PORTLAND ORANGE

PORTLAND ORANGE

D❑N'T CR❑SS'Walt ❑n Curb

EDUCATIONAL COVER PLATE(USE ONLY WHEN SPECIFIED)



NOTES:1. LOOPS MAY BE OCTAGONAL AS SHOWN, OR CIRCULAR.2. CONSTRUCT OCTAGONAL LOOPS WITH 12° (300 mm) CORNER CUTOFFS.3. INSTALL WEDGES EACH 6' (1.8 m) TO MAINTAIN MINIMUM EPDXY COVER.4. INSTALL LOOPS ALTERNATING CLOCKWISE AND COUNTERCLOCKWISE.5. IN PAVEMENT RESURFACING AREAS, INSTALL LOOPS IN UNDERLYING PAVEMENT BEFORE RESURFACING.

CONDU

CHIP OUT TO AT LEAST SAWCUTCOVER CABLE WITH SAND.FILL WITH AT LEAST 1" (25 mm)EPDXY TO FINISHED SURFACE.

WCUT

mm)

•JOINT OR CRACK WHEREDISPLACEMENT MAY OCCUR

DEPTH: ~ ~ ~ ~3" (75 mm) LOOP

T"icK III LOOP DETECTOREXPANSION JOINT


PROMULGATED BY THE STANDARD PLANPUBLIC WORKS STANDARDS ING


LOOP DETECTORS 457-REV. 2009


DUCT SEAL END. .a:...;

PULL BOX EPDXY..~

.:•`•.~:. e d'~ ~ '.d~

DETAIL A

A

LEAD—IN CONDUCTORS

/,TO DETECTORS

ACONDUIT 1" (25 mm) MINEND AT LEAST 4" (100 mm)BELOW ROAD SURFACE

1300 mm 150 m

DUCT SEAL B`~. ~ ~ ~ ENDS (3)

PULL BOX ~ ° EPDXY ~ LEAD—IN CONDUCTORS~..•« ..

. • ~ • . , : TO DETECTORS~~,; .•. .

. ': ~.. d' • .. ~'~ . ' ~

ii ~ d ,

CORE DRILL•EXIST PCC BWHERE OCCURS CONDUIT 3/4" (19 mm) MIN

ACROSS JOINT

CONDUIT 1" (25 mm) MINDETAIL B

FILL w/ SEALANT TO WITHIN1 /16" (2 mm) OF TOP. DO NOT OVERFILL.

1 4" AS REQ'D zPAVEMENT 6 mm PAVEMENT ~SURFACE SURFACE '-'

~ .~ / / E~ / / / N~

CONDUCTORS ~/ ~ ~ / ~ /

~ ° ~ / /

/~ ~ /~ / / CONDUIT (CONDUCTORS/ / / / / NOT SHOWN)

/ ~ / ~~ /~ // / / ./

i ' ~/ / / / i

SECTION A-A SECTION B-B


457-1LOOP DETECTORSSHEET 2 OF 2

I~EA

48"1200 mm

(150 mm

•

'~~■!~•

-_:

,~ ;;,

-~..~ ~~_I~

'■~.

A

X17"x17°x30" / p ~-3/g.~ (10 mm)

(425x425x750 mmy ~ COIL CHAIN

PGC BOCK L17 x13"x30'4 TOTAL (425x325x750 mm)

PCC BLOCK4 TOTAL

TYPE 16M STANDARD —PLAN

3/B" (10 mm) GABLEEMBED 15° (375 mm)

_ E`r o0.:.

36"(900 mm)

B~ ~ O~~~o B

~ ~

5 GAL (20 L) GANFILLED WITH PCC4 TOTAL

TYPE 1 STANDARD — PLAN

3/8" (10 mm) CABLEEMBED 9" (225 mm)

_ ~~:

:. ~" ... -~

STEEL PLATE. 3"x3"X~ ~4°~ ~q.•~ •: ~

~~(75x75x6 mm)

(6 mm) ' ~•. ' °.

L 5"x3"x7./2" PLATE WASHERS:..:a . .

~''•(126x76x13 mm)

` SECTION B—B.~ MORTAR

LEVELING BED

3/4° (19 mm) 4"x4"x1/4"STEEL PLATE (1QOx100x6 mmj

PLATE WASHERSSECTION A—A

NOTES:

1. FOR TYPE 16M STANDARD, MAST ARM LENGTH SHALL NOT EXCEED 15' (4.5 m). CLEARANCE FROMROADWAY TO 80TTOM OF BACK PLATE SHALL BE AT LEAST 17' (5.1 m). MAX NUMBER OF HEADSIS THREE. ONE ON MAST AND TWO ON POLE.

2. MORTAR LEVELING BED NOT REQUIRED ON CRUSHED BASE, DIRT, OR WHEN SLOPE IS LESS THAN 2%.POLE SHALL NEVERTHELESS BE SET PLUMB.

3. DRILL HOLES IN STEEL PLATE TO MATCH BASE PLATE BOLT CIRCLE.


PROMULGATED BY THEPU~JC WORKS SfANDAR05 INC.


REV. 2009

~MPORARY SIGNALSSTANDARD PLAN

45.8-1SHEET 1 OF 1USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

SECTION 5

ansca~nan

rr~ a ion s ems

POINT OF CONNECTION POC

WATER METER ~M

PIPE - LATERAL LINE

PIPE - PRESSURE WATER MAIN

PIPE - POTABLE WATER - -

SLEEVE - EXISTING ~ _ _ _ _

SLEEVE -NEW

~ACKFLOW PREVENTION ASSEMBLY -OUBLE CHECK TYPE

BACKFLOW PREVENTION ASSEMBLY - BPA

REDUCED PRESSURE

VACUUM BREAKER ASSEMBLY -ATMOSPHERIC TYPE

VACUUM BREAKER ASSEMBLY -PRESSURE TYPE

PRESSURE REGULATOR

PRESSURE RELIEF

PUMP P

Y-STRAINER

TBTHRUST BLOCK

ANGLE VALVE L~

GATE VALVE

QUICK COUPLER VALVE -ABOVE GRADE

QUICK COUPLER VALVE -BELOW GRADE

HOSE BIBB

REMOTE CONTROL VALVE

STATION A2 2 0 STATION A2 LOW, GPM

RCV STATION INFORMAl10N 40 -OR- 1.5VALVE ~~W~ VALVE SIZE

SIZE, mm LITERS/SEC INCHES


PROMULGATED BY THE STANDARD PLANPUBLICR~ O~STC~~ATR~ INC.

,a93 LANDSCAPE IRRIGATION SYMBOLS 500-2REV. 2005, 2009


SWING JOINT ASSEMBLY -SINGLE

SWING JOINT ASSEMBLY -DOUBLE

SHRUB HEAD*

1 /4 CIRCLE ~

1 /2 CIRCLE ~~

LAWN HEAD*

1/4 CIRCLE n

1/2 CIRCLE ~

FULL

BUBBLER HEAD ~

ELECELECTRICAL METER CABINET

AUTOMATIC CONTROLLER &CABINET QA

ELECTRICAL CONDUIT —E E

CONTROL WIRES - DIRECT BURIAL

CONTROL WIRES - IN CONDUITPB

PULL BOX

*SEE PLANS FOR SYMBOLS USED FOR MULTIPLE TYPES AND SIZES


500-2LANDSCAPE IRRIGATION SYMBOLSSHEET 2 OF 2

EE000

POWER POLE

1" (25 mm) SCHEDULE 40 GALVANIZEDSTEEL ELECTRICAL CONDUIT

6'-0" (1800 mm) MIN0 -0° 3000 mm~

OF PULL BOX

10 1/2"x17 1/4"x12" (270x440x300 mm)CONCRETE PULL BOX W/"120V ELECTRIC" CAST IN COVER

APPROVED WATERPROOF IN-LINEFUSE HOLDER WITH 5 AMP FUSE \ON LINE-WIRE

WATERPROOF CONNECTOR

POWER FEEDHARD SURFACE (WARES BY 0TH

COPPER BONDING

3" (75 mm)

1" (25 mm) CRUSHED ROCK SUMP

SWEEP ELLS

24" (600 mm) EXPANSIONLOOP, EA WIRE

FINISHED GRADE

-BUSHING ANDAPPROVED SEALANT

NOO

SCHEDULE 40 GALVANIZEDSTEEL ELECTRICAL CONDUIT

N S:


2. TOP OF BOX:AT GRADE FOR HARD SURFACE1/2" (12 mm) ABOVE GRADE FOR LAWN1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS




PROYULCAIED 8Y TiE STANDARD PLANPUBLIC WORKS STANDARDS INC.~~8~ ~~M„~ ELECTRICAL S E R VI C E 501- 3,9~,


000M

0

POWER POLE

1" (25 mm) SCHEDULE 40 GALVANIZEDSTEEL ELECTRICAL CONDUIT

6'-0" (1800 mm) MIN

OF PULL BOX

10 1/2"x17 1/4"x12" (270x440x300 mm)CONCRETE PULL BOX W/"120V ELECTRIC" CAST IN COVER

APPROVED WATERPROOF IN-LINEFUSE HOLDER WITH 5 AMP FUSEON LINE-WIRE

24" (600 mm) EXPANSIONWATERPROOF CONNECTOR LOOP, EA WIRE

POWER FEEDHARD SURFACE (WARES BY D

APPROVED SEALANTCOPPER BONDING STRAP-FROM STEEL CONDUITTO GROUNDING ROD

3" (75 mm)~

1° (25 mm) CRUSHED ROCK SUMP

E I I /GROUND WIRE

= IE

SWEEP ELLS ~

GROUNDING RODS

(16 mm X 2.75 m)

FINISHED GRADE

6°(150 mm)

EN E~Oo

~VC ELECTRICALCONDUIT

NOTES: ~


2. TOP OF BOX:AT GRADE FOR HARD SURFACE1/2" (12 mm) ABOVE GRADE FOR LAWN1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS


4. WATERPROOF CONNECTORS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER.

5. GROUND WIRE SHALL BE CONTINUOUS No. 10 COPPER, WRAPPED AROUND AND BONDEDTO GROUNDING ROD WITH AN APPROVED CLAMP.

6. GROUNDING ROD SHALL BE COPPER-CLAD STEEL.



~2 ~~2~ 14 1 4° 12~ WALL(318 mm) 362 mm (300 mm)~ F MINIMUM ~

~ EM ~

M

iv E~. ~

ap ~ ~ N~ ~

v N E

N ~r M

~E~~~

6" ̀(150 mm

SWEEP ELLS n

E ~~ O~ o a ~ M ~ N ~ METER (8Y OTHERS

~~/ ~~ ~ METER SOCKET PERCH

METER SOCKET

r~ J ~ E TEST BLOCK PERCH

~ ~

u~ u CIRCUITBREAKER

HASP EGROUND LUG (PADLOCKS E

E LOAD SIDE SEALABLE gY OTHERS) ~~ ~~ PULL ACCESS

II III SECTION PLATE CONCRETE :.___ J_BASE

~

~o~`~PAD MOUNT SIDE~

~~~~~~SLEEVE SEE NOTE 2~ •~ ~ ~ : ~ . ' ~ ~~ ~ O

ELECTRICALNDUIT

.SECTION ~ ~~ .' ; .y

X84 (4.5., ~ ~ ~

.' `'~1~

FRONT ELEVATION OBLIQUE VIEW

NOTES:

1. AREA AROUND BOX MAY BE PLANTED, HARD SURFACE, OR A COMBINAl10N OF BOTH.

2. TOP OF CONCRETE BASE:AT GRADE FOR HARD SURFACE1/2" (12 mm) ABOVE GRADE FOR LAWN1° (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS

3. CONCRETE BASE SHALL BE CLASS 450-C-2000 (265-C-14)

4. CONTRACTOR SHALL FILL PAD MOUNT WITH 1" (25 mm) CRUSHED ROCK 12°(300 mm) DEEP.

5. MATERIAL (UNLESS OTHERWISE NOTED):BODY - 12 GAGE (2.75 m m) GALVANIZED STEEL. DEAD FRONT AND COVERS -16 GAGE (1.61 mm) GALVANIZED STEEL. FINISH -IRON PHOSPHATE DIP,ZINC CHROMATE PRIME, GREEN BAKED ENAMEL SURFACE.

6. CABINET SHALL INCLUDE 2 POLE MAIN CIRCUIT BREAKER, 100 A.



i ~~.~ iriiii~ VI\VJI ILLI nv~.n ,~~mr

NOTES"


2. TOP OF BOX:AT GRADE FOR HARD SURFACEt/2" (12 mm) ABOVE GRADE FOR LAWNt" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS

3. CLOSE NIPPLES SHALL NOT BE USED.

4. CRUSHED ROCK SHALL COVER VALVE BOX PIPE OPENINGS TO PREVENT SOIL ENTRY.

SYMBOL ON PLAN


PROMULCAIID BY THE STANDARD PLANP~e~° ,~"S ~""°"R°S'"°.GREIIdB001( COMMITTEE

7884ANGLE VALVE 502— 3


~~.. ~in~~~ vnv.n i~~ iwv~~ .~vrvu

NOTES:


2. TOP OF BOX:AT GRADE FOR HARD SURFACE1 /2" (12 mm) ABOVE GRADE FOR LAWN1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS


4. CRUSHED ROCK SHALL COVER VALVE BOX PIPE OPENINGS TO PREVENT SOIL ENTRY.

SYMBOL ON PLAN

~-



GREENBOd( COMMITTEE1884

GATE VALVE 503-3REV. 1998, 2005, 2008


TEE C

MAIN LINE

PLAN

QUICK COUPLEVALVE

PIPE STAKE, 3/4" (19 mm)SCH 40 GALV STL ~

CLAMP ENIPPLE r,

ELEVATION

0

FINISHED GRADE

NOTES:

1. PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL.

2. PIPE SIZE FROM MAIN LINE SHALL MATCH QUICK COUPLER INLET DIAMETER.

3. DISSIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC COUPLING.

4. CLAMPS SHALL BE STEEL (COMMERCIAL QUALITY, GALVANIZED OR CADMIUM PLATED)OR STAINLESS STEEL.

5. PLASTIC PIPE SHALL NOT BE USED ABOVE FINISHED GRADE.

ABOVE-GRADE PIPING INSTALLATIONSYMBOL ON PLAN

~-


PROMULGATED BY THE STANDARD PLANPUBIJR~ K~SC~~ATR~DE INC.

QUICK COUPLER VALVE 504-31884REV. 1996, 2005, 2009


PVC TEE OR ELL

PVC MAIN LINE

z E~ E

GALVANIZED GALVANIZED STEEL K' rSTEEL

z E ~ 12" (300 mm) _~ E

M~

~~ PLAN

QUICK COUPLERVALVE

FINISHED GRADE

PIPE STAKE, 3/4° (19 mm)SCH 40 GALV STL °

CLAMP

0

z E~ Eo

N M ELEVATIONNOTES:

1. GALVANIZED STEEL PIPE AND FITTINGS SHALL BE SCHEDULE 40. PVC PIPE AND FITTINGS SHALL BESCHEDULE 80.

2. VALVE IN LAWN AREAS SHALL BE SET AT GRADE. IN SHRUB AREAS, VALVE SHALL BE SET 4"(100 mm) ABOVE FINISHED GRADE.



4. CLAMPS SHALL BE STEEL (COMMERCIAL QUALITY, GALVANIZED OR CADMIUM PLATED) OR STAINLESS STEEL.


SYMBOL ON PLAN

BELOW-GRADE PIPING INSTALLATION ~


504-3QUICK COUPLER VALVESHEET 2 OF 2

TEE C

MAIN LINE

~~ ~

BENT NOSE LOOSE KEYHOSE BIBS_ rn

z PIPE STAKE, 3/4" (19 mm)~ SCH 40 GALV STL_

~ NIPPLES,0

CLAMP

~ FLOOD LINE

N

ELEVATION

FINISHED GRADE

NOTES:






SYMBOL ON PLAN

ABOVE-GRADE PIPING INSTALLATION


PROYULCAIED BY THE STANDARD PLANPUBLJC WORKS STANDARDS INC.

GREFNBOOK COMMITTEE HOSE B I B B VALVE 505- 31984REV. 1996, 2005, 2009


PVC TEE OR

PVC MAIN LINE

z E~ Ei~

GALVANIZED GALVANIZED STEEL ....STEEL A _ _

~ r- 12" (300 mm) -,

M~

~ PLAN

BENT NOSE LOOSE KEYHOSE BIBB_ rn

~' PIPE STAKE, 3/4" (19 mm)0~ ~ N SCH 40 GALV STL

...o E

~ ~ ~ CLAMPFLOOD LINE ~

FINISHED GRADE

?I E~ EN ~O

ELEVATIONNOTES:

1. GALVANIZED STEEL PIPE AND FITTINGS SHALL BE SCHEDULE 40. PVC PIPE AND FITTINGS SHALL BESCHEDULE 80.

2. VALVE IN LAWN AREAS SHALL BE SET AT GRADE. IN SHRUB AREAS, VALVE SHALL BE SET 4"(100 mm) ABOVE FINISHED GRADE.



4. CLAMPS SHALL BE STEEL (COMMERCIAL QUALITY, GALVANIZED OR CADMIUM PLATED) OR STAINLESS STEEL.

:~~AF~~NI~I»~:I_l~[~j1 T~~~~~~7~ TiP1~i~~~~Zel7_17~

SYMBOL ON PLAN

BELOW-GRADE PIPING INSTALLATION


505-3HOSE BIBB VALVESHEET 2 OF 2

VALVE 80X WITH COVER MARKED "R.C.V."

NOTES:

1. AREA AROUND BOX MAY EITHER BE PLANTED, HARD SURFACE, OR A COMBINATION OF BOTH.2. TOP OF BOX:

AT GRADE FOR HARD SURFACE1~2° (12 mm) ABOVE GRADE FOR LAWN1 (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS

3. CLOSE NIPPLES SHALL NOT BE USED.4. CRUSHED ROCK SHALL COVER VALVE BOX PIPE OPENINGS TO PREVENT SOIL ENTRY.5. PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC.6. WATERPROOF CONNECTORS SHALL BE SUBJECT TO ENGINEER'S APPROVAL.7. VALVE BOX SHALL BE AS SPECIFIED, EITHER:

CASE 1-CONCRETE BOX w/ CONCRETE COVERCASE 2-CONCRETE BOX w/ LOCKING CAST IRON COVER SYMBOL ON PLANCASE 3-PLASTIC BOX w/ LOCKING PLASTIC COVER

8. PROVIDE 24" (600 mm) EXPANSION LOOP FOR EACH CONTROL WIRE IN BOX. -~


PROIAULCAIED BY TiE STANDARD PLANP~B~° ,~"S ~""°"R°S'"°.GREQJBOOK COMMITTEE REMOTE CONTROL VALVE ^~ON

19e4 VREV. 1996, 2005, 208

USE WITH STANDARD SPECIFICAl10NS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1

CN

VALVE BOX WITH COVER MARKED "R.C.V."

NOTES:

1. AREA AROUND BOX MAY EITHER BE PLANTED, HARD SURFACE, OR A COMBINATION OF BOTH.2. TOP OF BOX:

AT GRADE FOR HARD SURFACE1/2" (12 mm) ABOVE GRADE FOR LAWN1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS

3. CLOSE NIPPLES SHALL NOT BE USED.4. CRUSHED ROCK SHALL COVER VALVE BOX PIPE OPENINGS TO PREVENT SOIL ENTRY.5. PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC.6. WATERPROOF CONNECTORS SHALL BE SUBJECT TO ENGINEER'S APPROVAL.7. VALVE BOX SHALL BE AS SPECIFIED, EI~1-IER:

CASE 1-CONCRETE BOX w/ CONCRETE COVERCASE 2-CONCRETE BOX w/ LOCKING CAST IRON COVER SYMBOL ON PLANCASE 3-PLASTIC BOX w/ LOCKING PLASTIC COVER

8. PROVIDE 24" (600 mm) EXPANSION LOOP FOR EACH CONTROL WIRE IN BOX. ~~


PROYULCAIED BY THE REMOTE CONTROL VALVE STANDARD PLANPUBLJC WORKS STANDARDS INC.

GRE~JBOOK COLIMITiEE1984 WITH QUICK COUPLER 507-3

REV. 1996, 2005, 2009


VALVES J-~ ANCHOR~(~. ~ /ROD

.-.E

~ ~

a4

.~ ; : :.•.

LEVATION

ANCHOR

ELEVATION

1 :.• . ~ •. ~~ ~\ o

...

. ~'~.

\~ '.

''~~~ a CAP~/.

NOTES:

\~~ ~~ 1. THRUST BLOCKS SHALL BE USED FdR PLASTIC PIPE 3° (75 mm) DIAMETEROR LARGER.

' 2. THRUST BLOCKS SHALL BE PCC, 45Q-G-2000 (265-C-14).

3. ANCHOR RODS SHALL BE GALVANIZED STEEL, 1/2" (12 mm) DIAMETER,WRAPPED AROUND PIPE.

4. SIZE OF THRUST BLOCKS SHALL BE A5 SHOWN QN PLANS.

3 5. ALL VIEWS ARE PLAN VIEW UNLESS OTHERWISE SHOWN.o~ ~ SYMBOL ON PLAN


PROMULCA7ED BY THE STANDARD PLANP~~° "~"5 ~""D~°S'"°.

a°~ ~M~~ THRUST BLOCKS FOR PLASTIC PIPE 508— 3,a~.~~. ,aes. zoos, Zoos


WALK, CURB OR HEADER

d ~ ~ .a d

~° ~ ° ~

3" (75 mm) TO CURB OR HEADER I~12" (300 mm) TO WALK ~

ELL•

SHRUB SPRINKLER

BUBBLER OR SHRUB SPRINKLER HEAD

POP-UP HEADSEE NOTE 3

FI D GRADE

ISER - LENGTH AS REQUIRED

FLEXIBLE RISER MALE CONNECTION, 6" (150 mm),OR SWING JOINT PER SHEET 3. SEE NOTE 2

~ _LATERAL LINE

E SPRINKLER HEAD -SEE NOTE 1

,~ E

WALK, CURB OR HEADER ~

d— FINI HED GRADE

a a ~ ~ ~ *LAWN POP-UP HEADSEE NO1E 3

3"(75 mm

ISER - LENGTH AS REQUIRED

FLEXIBLE RISER MALE CONNECTION, 6" (150 mm)LONG, OR SWING JOINT. SEE NOTE 2

LAWN SPRINKLER ELL O LATERAL LINE

NOTES:

1. PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC.

2. FLEXIBLE RISERS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. CONTRACTOR MAYUSE SWING JOINTS PER DETAIL, SHEET 3, INSTEAD OF FLEXIBLE RISERS.

3. INSTALL LAWN HEADS 3" (75 mm) ABOVE GRADE. BEFORE FIRST MOWING, ADJUSTNON-POP-UP LAWN HEADS TO FINISHED GRADE.

4. INSTALL POP-UP BODIES 1/4" (10 mm) ABOVE FINISHED GRADE.

5. ELLS AND RISERS SHALL BE MADE OF THE SAME MATERIAL.


PROMULGATED BY 7HEPUBLIC WORKS STANDARDS INC.


REV. 1986, 2008, 2009

IRRIGATION SPRINKLER HEADSTANDARD PLAN

509-3SHEET 1 OF 3USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

IMPACT HEAD

COUPLING

CLAMPE0 ~

E E

~ ~

t° FINISHED GRADE CO

FLEXIBLE RISER MALE CONNEC110N, 6" (150 mm)LONG, OR SWING JOINT. SEE NOTE 2

° ELL LATERAL LINE

a

`VE

0 ~PIPE STAKE, 3/4" (19 mm) o0SCH 40 GALV STL co

EE REDWOOD STAKE 2x2" (50x50 mm)0

`° METHOD A METHOD B

NOTES:


2. FLEXIBLE RISERS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. CONTRACTOR MAYUSE SWING JOINTS PER DETAIL, SHEET 3, INSTEAD OF FLEXIBLE RISERS.




IMPACT SPRINKLER


509-3IRRIGATION SPRINKLER HEADSHEET 2 OF 3

PVC TEE OR ELL

MAIN OR LATERAL LINE

z E~ E

ih ~n.~

~ ~ 12" (300 mm) ~

i~ ~GALVANIZED

O STEEL

P L A N

FINISHED GRADE

GALVANIZEDSTEEL

ELEVATION

NOTES:

PIPE AND FITTINGS SHALL BE SCHEDULE 80 PVC UNLESS SHOWN OTHERWISE. GALVANIZEDSTEEL PIPE AND FITTINGS SHALL BE SCHEDULE 40.

SWING JOINT DETAIL


509-3IRRIGATION SPRINKLER HEADSHEET 3 OF 3

6" 150 mm

ATMOSPHERICVACUUM BREAKER

N

UNION o

z

wwN

FINISHED GRADE '1

LATERAL LINE

ATMOSPHERIC TYPE, 2" (50 mm) AND SMALLER

NOTES:

1. PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL UNLESS OTHERWISE NOTED.

2. ATMOSPHERIC TYPE VACUUM BREAKER SHALL BE INSTALLED DOWNSTREAM OF CONTROL VALVE AND AT LEAST6° (150 mm) ABOVE THE HIGHEST OUTLET OR THE FLOOD LINE, WHICHEVER IS HIGHER.

3. DEVICES AND INSTALLATIONS SHALL COMPLY WITH LOCAL HEALTH AND WATER AGENCY REQUIREMENTS.


5. USE APPROVED PLASTIC TAPE 1/2° (12 mm) WIDE AT ALL THREADED CONNECTIONS. COAT EXPOSED THREADSWITH APPROVED RUST-INHIBITING SEALANT.

SYMBOL ON PLAN


PROMULGATED BY 7HE STANDARD PLANPUBIJC WORKS STANDARDS ING

GREF1JBOdC COMMITTEE VACUUM BREAKER ASSEMBLY 510-31984REV. 1999, 2005, 2009


PRESSURE TYPE, 2" (5~ mm) .AND SMALLER.

1. PIPE AND FITf1NGS SHALL BE SCHEDULE 40 GALVANIZED STEEL UNLESS OTHERWISE NOTED.2. PRESSURE TYPE VACUUM BREAKER SHALL BE INSTALLED AT LEAST 12° (300 mm) ABOVE THE HIGHEST OUTLET

OR THE FLOOD LINE, WHICHEVER IS HIGHER. PRESSURE TYPE VACUUM BREAKERS SHALL. NOT BE SUBJECTED TOSACK PRESSURE OR DRAINAGE.

3. DEVICES AND INSTALLATIONS SHALL COMPLY WITH LOCAL HEALTH AND WATER AGENCY REQUIREMENTS.4. CLOSE NIPPLES SHALL NOT BE USED..5. USE APPROVED PLASTIC TAPE 1/2" (12 mm) WIDE AT ALL THREADED CONMECTIONS. COAT EXPOSED THREADS

WITH APPROVED RUST-INHIBITING SEALANT.6. QISSIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC COUPLING. SYMBdL ON PLAN7. PLASTIC PIPE SHALL NOT BE USED ABdVE FINISHED GRADE.


510-3VACUUM BREAKER ASSEMBLYSHEET 2 OF 2

.GATE VALVE

NIPPLE 3" (75 mm) LONG

~ ~DOUBLE CHECK VAL1/E Q W ZBACKFL~W PREVENTER z ~

E~o~3 E°o~~`'0 oo~w

z~ ~~ov

NFINISHED GRADE

. ~ z

iio E00

VC COUPLING, 5CH 802"

6", TYP (5D mm) MIN

4 PCC, 450-C-2000 (265-C-14) ~IN15L p m)

150 mm^, o BOTH SIDES

~ ~ a - d ~ .°~ .a d

v ~ Q d

MAIN LINE a

a. ' a

2" (50 mm) MIN

~52~:

1. PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL UNLESS OTHERWISE NOTED_


3. VALVE ASSEMBLIES MAY HAVE SCREWED OR FLANGED FITTINGS.

4. USE. APPROVED PLASTIC TAPE 1/2" (12 mmj WIDE AT ALL THREADED CONNEC110NS. COAT EXPOSEDTHREADS WITH APPROVED RUST-INHIBITING SEALANT.

5. DISSIMILAR METALS SHALL BE SEPARATED 8Y AN APPROVED DIELECIRIG COUPLING.

6. PLASTIC PIPE .SHALL NOT BE USED ABOVE FINISHED GRADE.

SYMBOL ON PLAN

—~/~{/}—


~~~~„~ BY,~ BACKFLOW PREVENTER ASSEMBLY STANDARD PLANrueuc wcx~cs srr,no~reos ipc.

~~'~` °°"""'~,s~. DOUBLE CHECK TYPE 511-3REV. 1988. 2006. 2000

USE YJITH STANDARD SPECIFICAT10N5 FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1

GATE VALVE

NIPPLE 3" {Z5 mm) LONG

o ~m ww¢w?~

REDUCED PRESSU E Z ~ _BACKFLOW PREVENTER E o o ~a Q ~`'

o} °o°~=~I M~~U

03N

FINISHED GRADE ~'~/ Z E

~~0

ao 0N

.PVC COUPLING, SCH 802,•

6", TYP 50 mm MIN

6" (150 mm)(150 mm) PCC, 450—C-2000 (265—C-14} IN A

~ , . a _. . _ ~a a BOTH SIDES

E d d - ~ .io o a - a 'a .d~ a . ;a

. 4 ,dv a .

MAW LWE 4~ d~ ab:

. a'a

2" (50 mm) MIN

NOTES:

1. PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL UNLESS OTHERWISE NOTED..


3. VALVE ASSEMBLIES MAY HAVE SCREWED OR FLANGED. FITTINGS.

4. USE APPROVED PLASTIC TAPE 1/2" (12 mm) WIDE AT ALL THREADED CONNECTIONS. COAT EXPOSETHREADS WITH APPROVED RUST—INHIBITING SEALANT.

5, DISSIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC COUPLING.

6. PLASTIC PIPE -SHALL NOT BE USED ABOVE FINISHED GRADE.

SYMBOL ON PLAN

BPA

STANDARD PLANS FOR 'PUBLIC WORKS CONSTRUCTION

PR04ULGA7ED BYiHE ~ACKFLOW PR:EVENTER ASSEMBLY STANDARD PLANPUBIJC WORKS STANDARDS INC.

~~'~ ""'~ REDUCED PRESSURE TYPE 5 1 Z-3SHEET 1 OF 1USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

WATERPROOF CON

APPROVED WATERPROOF OR WATEJUNCTION BOX AND FITTINGS FORABOVE—GROUND USE

EE

(~` ~ C C 1

6" (150 mm) EXPANSIONLOOP, EA WIRE

SCHEDULE 40 GALVANIZEDSTEEL ELECTRICAL CONDUIT

FINISHED GRADE

10 1/2"x17 1/4"x12" (270x440x300 mm)LOCKING CONCRETE PULL BOX w/"120V ELECTRIC" CAST IN COVER

WATERPROOF CONNECTOR 24" (600 mm) EXPANSIONLOOP, EA WIRE

HARD SURFACE• FINISHED GRADE,....;. . ~.

d..~: ~. E

BUSHING AND E YcoAPPROVED SEALANT .~ . ,°, ~:

COPPER BONDING STRAP

a

CASE 2 ELLS SCHEDULE 40 GALVANIZEDSTEEL ELECTRICAL CONDUIT

NOTES:


2. TOP OF BOX:AT GRADE FOR HARD SURFACE1/2" (12 mm) ABOVE GRADE FOR LAWN1° (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS



5. PVC CONDUIT MAY BE USED FOR CASE 2 IF APPROPIATE GROUND WIRES ARE INSTALLED.

HIGH VOLTAGE INSTALLATION SYMBOL ON PLAN


PROMULGATED BY 7HE STANDARD PLANPUBIJC NARKS STANDARDS ING

GREENBOOK CdAMITTEE1984

ELECTRICAL PULL B O X 51 3- 3REV. 1998, 2005. 2009

SHEET 1 OF 2USE WITH STANDARD SPECIFICA'f10NS FOR PUBLIC WORKS CONSTRUCT70N

10 1/2"x17 1/4"x12" (270x440x300 mm)LOCKING CONCRETE PULL BOX w/"24V ELECTRIC" CAST IN COVER

EPDXY—TYPE WATERPROOF CONNECTOR \

HARD SURFACE. .

e~'

d

3" (75 m

OF DIRECT BURIAL WII(LOW VOLTAGE)

1° (25 mm) CRUSHEDSUMP

.~~ e~~•

~ -~~~

NOTES:


2. TOP OF BOX:AT GRADE FOR HARD SURFACE1 /2" (12 mm) ABOVE GRADE FOR LAWN1° (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS


4. LOW VOLTAGE WIRES UNDER ROADWAY SHALL BE WITHIN CONTINUOUS CONDUIT WITH90' SWEEP ELLS TERMINATING WITHIN PULL BOXES. SEE PLANS FOR SIZE AND TYPE OF BOXES.

LOW VOLTAGE INSTALLATION

SYMBOL ON PLAN


513-3ELECTRICAL PULL BOXSHEET 2 OF 2

AUTOMAl1C CONTROLLERIN LOCKABLE CABINETw/ MATCHING PEDESTAL

C~Zy:~l~l

SINGLE POLE SWITCHIN LOCKABLE BOX

HASP—PADLOCKBY OTHERS

ANCHOR PLATE AND PEDESTAL BY CABINET~ MANUFACTURER

i~•~ ~ BOLTS AND NUTS, 3/8" (10 mm) DIA,~ CADMIUM PLATED

HARD SURFACE 4 REQUIREDFINISHED GRADE

OF DIRECT BURIAL WIRES a ~TO VALVES E

• a .. ~ o• ~d .' ~

p ~°~a %/a I °°a

120V WIRES IN CONDUIT ~O ~ ~ °~~ •aTO POWER SOURCE

PCC BASE, 450—C-2000 265—C-14,

(150 mm) 10"x10"x18" (250x250x450 mm) )

PEDESTAL MOUNT — TYPE A


2. TOP OF BASE:AT GRADE FOR HARD SURFACE1/2° (15 mm) ABOVE GRADE FOR LAWN1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS SYMBOLQON PLAN

Q


PROMULGATED BY TiE STANDARD PLANPUBIJC~~ K~ST,A~ND~~~ INC.

,a~ IRRIGATION CONTROLLER ENCLOSURE 514-3REV. 1888, 2005, 2008


1N1W2

E.n ~N

io E IRRIGATIONE CONTROLLER

~ ~ ~~g° 1/2° (12 mm)

(3 m m) HOLE FOR LOCK

E

~n ° CONDUIT.-.EE00rn~'' 4OX4OXJ m

~ -~

c, ,~2"X3~ 6 ~ ANCHOR COVER, TOP VIEW

"~ BOLT,3/8"x4"

E (9x100 mm)E E w/ NUT & EE N WASHER E~r, — 6 REQ'D ,n

N~ ELASTOMERIC "MAS11C FINISHED GRADE

E :•Ea y

~ .~ ~ ~~~

~. •~.a. • ' d'

N ... - ~.~ ~ '~•

O

S E C TI O NCRUSHED ROCKSUMP NOMINAL WIDTH, W

W3

0 0

E

ao 1 1/2° NnTES.o

~ 6° (40 mm)1. CONCRETE SHALL BE CLASS

150 mm 450—C-2000 (265—C-14).0

"' ° ° 2. UNLESS OTHERWISE NOTED,ENCLOSURE SHALL BE 3/16"(5 mm) PLATE STEEL. PAINTENCLOSURE WITH TWO COATSOF RUST INHIBITING PAINTCOLOR WILL BE SELECTED

PLAN 0 F C 0 N C R E TE BASE BY ENGINEER).

SYMBOL ON PLAN

PEDESTAL MOUNT — TYPE B Q

24" (600 mm)36" (900 mm)

2'-7/8" 3'-7/8"~ (630 mm) (935 mm)

W2 1'-11 °(585 mm)

2'-11(890 mm)

2'-11" 3'-11°W3 (890 mm) (1190 mm)


514-3IRRIGATION CONTROLLER ENCLOSURESHEET 2 OF 4

AUTOMATIC CONTROLLERIN LOCKABLE CABINETMOUNTED SECURELY TO WALL

LOCK NUT

SINGLE POLE SWITCHIN LOCKABLE BOX

HASP-PADLOCKBY OTHERS

GALV STEEL CONDUIT, SCH 40,2" (50 mm) DIA

HARD SURFACEFINISHED GRADE

z~~E

OF DIRECT BURIAL WIRES ~ °oTO VALVES ~ ~

24" (600 mm)

120V WIRES IN CONDUITTO POWER SOURCE

WALL MOUNT - TYPE C

SYMBOL ON PLAN



23" (580 mm)

1" 25 mm) 1" 25 mm)

~° (50 mm) MIN

IRRIGATION~ CONTROLLER

o VENT

~ ~ N E ELASTOMERICi~ N E MASTICv N ~

~~2~~ PIANO FINISHED

r ~2 mm HINGE GRADE

..d ...

.<e.: a

:. ~ : EE

g" o

150 mm ~M

s

1" (25 mm) NCRUSHED ROCKSUMP

SECTION

2'-5" 730 mm

~ ~00

4° 4"

100m IOOm

s

ANCHOR ~ oBOLT

e ~ e

17" 430 mm

EE00N

n e

PLAN OF CONCRETE BASE

14" (350 mm)

1„ 1°25 mm) 25 mm)

ANCHORBOLT-4 REQ'D

'. ~ f..

END VIEW

3/8° (10 mm) HOLEFOR PADLOCK, EA END

OBLIQUE VIEWSIDE

NOTES:DOOR

1. CONCRETE SHALL BE CLASS 450-C-2000 (265-C-14).

2. UNLESS OTHERWISE NOTED, ENCLOSURE SHALL BE 12 GAGE (2.75 mm) 1"x3/4"x1/8°

STEEL. PAINT ENCLOSURE WITH TWO COATS OF RUST INHIBITING PAINT (25x20x3 mm)

(COLOR WILL BE SELECTED BY ENGINEER).

CORNER DETAIL

TVp ~ n SYMBOL ON PLAN



FINISHED GRADE MAIN OR LATERALLINE

EcV E0

N o ANCHOR PIN si~E viEw~o

ELEVATION

NOTES:

1. PINS SHALL BE #4 (#13M) REINFORCING BARS.

2. PINS SHALL BE PLACED 10' (3 m) APART FOR MAIN LINE.

3. PINS SHALL BE PLACED NO MORE THAN 15' (4.5 m) APART FOR LATERAL LINE.

4. ON SLOPES, THE 12° (300 mm) LEG OF THE PIN SHALL BE PLACED ON THE DOWNHILL SIDE.



GR~IB001C COMMITTEE PIPE PINNING 515_1984REV. 1996, 2003. 2009


SWING JOINT PLAN DETAIL

ISHED GRADE SWING JOINT PER DETAIL

3~ UNION (OPTIONAL)75 mm

MAIN OR LATERAL

ELEVATION


2. SWING JOINTS SHALL BE INSTALLED AT EACH CHANGE OF GRADE.

3. PIPE SHALL BE PINNED PER STANDARD PLAN 515.

SYMBOL ON PLAN

SINGLE SWING JOINT ASSEMBLY -+1z+-


PROMULGATED BY 7HE STANDARD PLANPUBLIC WORKS STANDARDS INC.

GR~IBOOK COMMITTEE SWING JOINT ASSEMBLY 517-31984REV. 1998, 2005, 2009


ELEVATION

mm) LONG

ODE

MAIN OR LATERAL

NOTES:


2. DOUBLE SWING JOINTS SHALL BE INSTALLED WHERE CHANGES OF GRADE AND ALIGNMENT OCCURSIMULTANEOUSLY.

2. DOUBLE SWING JOINTS SHALL ALSO BE INSTALLED AS EXPANSION JOINTS ON LONG RUNS OFGALVANIZED PIPE, EACH 300' (90 m) MAXIMUM.

3. PIPE SHALL BE PINNED PER STANDARD PLAN 515.

DOUBLE SWING JOINTSYMBOL ON PLAN


517-3SWING JOINT ASSEMBLYSHEET 2 OF 2

STAKE

A~ ~A

TREE TREE SUPPORT

CURB AND GUTTER

NOTES:

PLAN

USE PALLET NAILSIF LODGE POLEPINE IS USED

TREE SUPPORTS,SEE NOTE 3

6" (150 mmj TO STAKE, SEE8" 200 mm NOTES 1 AND 2

E Z `{ ROOT BALL

i~ o ~

PLANTING HOLE,

~ TREE SEE SPPWC 520FOR SIZE

SECTION A- A

SINGLE STAKING

STAKE SHALL BE EITHER 2° (50 mm) DIAMETER LODGE POLE PINE, TREATEDWITH COPPER NAPTHANATE OR PRESSURE TREATED WITHCHROMATED COPPER ARSENATE, OR GALVANIZED STEEL PIPE,PER SSPWC 308-4.6.1 (METHOD A).

2. HEIGHT OF STAKE SHALL BE 10' (3 m); HOWEVER, IT SHALL NOTBE HIGHER THAN THE TOP OF THE TREE.

3. TREE SUPPORTS SHALL BE PER SSPWC 308-4.6.1.


PROMULGATED BV T1E STANDARD PLANPUBLIC WORKS STANDARD. ~N~.

GREENBOOK COYNITfEE TREE STAK I N G1984

C ~ Q

J DREV. 1896, 200.5. 2009USE WITH STANDARD SPECIFICAl10NS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3

TREE SUPPORTS,SEE NOTE 5

STAKES

A~ ~A

TREE TREE SUPPORT

CURB AND GUTTER

PLAN

E?~o~

L

~ TREES

SECTION A-A

USE PALLET NAILSIF LODGE POLEPINE IS USED

STAKES, SEENOTES 1 AND 3

SEE NOTE 2

OT BALL

PLANTING HOLE,SEE SPPWC 520FOR SIZE

LENGTH OF STAKES

TREE SIZE LENGTH15 GAL (55 L) 10' (3 m)*

24" (600 mm) BOX 12' (3.6 m)30" (750 mm) BOX 12~ (3.6 m)

36" (900 mm) - 48" (1200 mm) BOX SEE NOTE 4

*USE 12' (3.6 m) WITH CASE 2. SEE SPPWC 520.

DOUBLE STAKING

NOTES:

1. STAKE SHALL BE EITHER 2" (50 mm) DIAMETER LODGE POLE PINE, TREATEDWITH COPPER NAPTHANATE OR PRESSURE TREATED WITHCHROMATED COPPER ARSENATE, OR GALVANIZED STEEL PIPE,PER SSPWC 308-4.6.1 (METHOD A).

2. PLACE STAKES 18~~ (450 mm) APART FOR 15GAL (55 L) TREE. PLACESTAKES AT OUTER EDGE OF ROOT BALL FOR LARGER SIZE (BOX) TREES.

3. HEIGHT OF STAKES SHALL NOT BE HIGHER THAN THE TOP OFTHE TREE.

4. FOR 36" (900 mm) OR LARGER BOX TREES—STAKE OR GUY AT THEDIRECTION OF THE ENGINEER.

5. TREE SUPPORTS SHALL BE PER SSPWC 308-4.6.1.


518-3TREE STAKINGSHEET 2 OF 3

GUY WIRE SIZES

24"-48" BOX 2 STRAND #12 BWG(600-1200 mm) (2.7 mm) ZINC COATED

OVER 48" 3 STRAND #12 BWG(1200 mm) BOX (2.7 mm) ZINC COATED

MULTIPLE STRANDS SHALLBE TWISTED TOGETHER

COMPACTEDBACKFILL, TYP

cD

~o

WIRE AND HOSE TIES

GUY WIRES

4" x 4" x 2~-6"

(100 x 100 x 750 mm)REDWOOD DEADMAN, TYP

DEADMAN TWIST WIRE

TRENCH

EXCAVATION LINE

PLAN

~Ò; ,~o~

LOOP HOSES1" (25 mm) GREATER

2-PLYTHAN TRUNK DIA ,~ /2>~

(15 mm) IDRUBBER HOSE

~ TYING PLAN

INSTALL WIRE TIESBETWEEN INDIVIDUAL

/ l~ GUYS PRIOR TO_ % ./ TENSIONING GUYS

TREE GUYING

THREE 5° (125 mm)GALVANIZED TURNBUCKLES

1 /2" (15 mm) DIAWHITE SCH 40 PVC5' (1.5 m) LONG

SHED GRADE

45',

I~~

PLAN

DEADMAN PLACEMENT


518-3TREE STAKINGSHEET 3 OF 3

~~

4' — 2" `V E ~(1250 mm) ~ ~ ~

4" (100 mm) sa PIPES I 1A v

t

16 400 mm)~HOL CENTERED

N

t ~

~15"375 mm 3° (75 mm)

DEEP PREMOLDEDJOINT FILLER

E A~n

~ 2~~ ~~4" (100 mm) ~ PIPE

15 mm) 3" (75 mm) DEEP PREMOLDEDJOINT FILLER. THICKNESS ASREQUIRED FOR TIGHT FIT.(4 SIDES)

4'-1" x 4'-1" x 3" I(1225 mm x 1225 mm x 75 mm) L4" (100 mm) ~ PIPENATURAL COLOR PERMEABLE 1/2°CONCRETE TREE WELL COVER 15 mm)DIMENSIONS t 1/4" (6 mm)

2'-11" x 5'-6" x 3"CASE 1 (875 mm x 1650 mm x 75 mm)

NATURAL COLOR PERMEABLECONCRETE TREE WELL COVER

^ DIMENSIONS t 1/4" (6 mm)

E CASE 2N

~o~~ ~

.-.N ~ }

900 mm ~n ~

4° (100 mm) ~ PIPE~j ~ v

t

16 400 m m t~HOL CENTE ED

i~t ~

3"15" (75 mm) DEE

PREMOLDED375 mm JOINT

FILLER

TOP OF CONCRETE AGGREGATE

PREMOLDED JOINT FILLER

•.9,C~ •'.41,~ ••,9

~~e' '.~ ~' ' ~ e' TREE WELL COVER ~Ea

3" (75 mm) LAYER OF °o z1" OR N0. 3 (25 mm) °' ~AGGREGATE OR 1"(25 mm) CRUSHED ROCK

4~~ (100 mm) ~ PIPE FILLED ~ ~'`~WITH 1" OR N0. 3 (25 mm)CONCRETE AGGREGATE (TYP)OR 1" (25 mm) CRUSHED ROCK

SECTION A-ANOTE:

SEE SHEETS 3 AND 7 FOR NOTES PERTAINING TO THIS SHEET.

TYPE 1

cD



TREE WELL~~e°°K ~~M'~E,9~ 519— 3REV. 1996, 2003, 2009


A

E~ E

III~~SIII~:~J~Ill~~~~:~~il~~i11'1 ~'1'

~1~~,~ 11'1

'~~~i~~~~~~~lllI~`~J■IIIIIIII

1 2„ ~~-4" (100 mm) ~ PIPE ~

mm 3" (75 mm DEEP PREMOLDEDJOINT FILL R. THICKNESS ASREQUIRED FOR TIGHT FIT.

MANHOLE BRICK ~4 SIDES)

2 1 /2" x 7/8" x 8 1 /4"(64 mm x 96 mm x 209 mmLAID TIGHT WITHOUT MOR AR

CASE 1

A~

~,JOINT FILLER. THICKNESS ASREQUIRED FOR TIGHT FIT.(4 SIDES)

CASE 3

MANHOLE BRICK2 1 /2" x 7/8" x 8 1 /4"64mmx96mm x209 mmAID TIGHT WITHOUT MOR AR

C'ASF ~

(140 mm x 90 mm x 195 mm) AND3 5/8" x 7 5/8" x 7 5/8"(90 mm x 195 mm x 195 mmLAID TIGHT WITHOUT MOR AR

NOTE:

PREMOLDEDI/'11AIT rll 1 CO

SECTION A-A

SEE SHEETS 3 AND 7 FOR NOTESTYPE Z PERTAINING TO THIS SHEET.


519-3SHEET 2 OF 7

TREE WELL

NOTES FOR TYPE 1 TREE WELL

THE COVER SHALL BE MADE OF PERMEABLE CONCRETE WITH A MINIMUM COMPRESSIVESTRENGTH OF 1200 PSI (8.5 MPa) AND SHALL BE CAST—IN PLACE OR PRECAST "AGRIPERM"OR EQUIVALENT. CAST—IN—PLACE CONCRETE SHALL CONSIST OF ONE PART CEMENT TOFOUR PARTS 3/8" (10 mm) GRAVEL AND APPROXIMATE 4 GALLONS (15 LITERS)OF WATER PER 94 LB (42.5 kg) OF CEMENT. THE GRAVEL SHALL BE CLEAN WITH FINESREMOVED. THE CONCRETE MIXTURE SHALL BE DEPOSITED AS NEAR AS POSSIBLE TO ITSFINAL LOCATION. THE EXCESS CONCRETE SHALL BE RODDED OFF IN A SAWING MOTION. ASURPLUS OF CONCRETE SHOULD BE MAINTAINED AGAINST THE FRONT SURFACE OF THESCREED IN ORDER THAT LOW AREAS WILL BE FILLED AS THE SCREED PASSES OVER.RODDING SHALL BE HELD TO A MINIMUM. AFTER THE SURFACE IS FLAT NO OTHERFINISHING WILL BE REQUIRED. CURING COMPOUND TO WHICH WATERPROOFING MATERIALSHAVE BEEN ADDED WILL NOT BE PERMITTED.

2. EXISTING SIDEWALKS SHALL BE CAREFULLY SAWCUT PREPARATORY TO INSTALLATIONOF TREE WELL COVERS. SAWCUT OVER—RUNS SHALL BE CLEANED AND FILLED WITH EPDXYAPPROVED BY THE ENGINEER AND FINISHED TO SIDEWALK GRADE.

3. THE PIPE MAY BE CIP, ACP, VCP, ABS, PVC, GALV STL OR ASPHALT IMPREGNATEDFIBER DUCT AND IT MAY BE BELL OR PLAIN END.

4. AFTER ALL OTHER WORK PERTINENT TO PLANTING HAS BEEN COMPLETED, EACH TREESHALL BE WATERED IMMEDIATELY WITH A MINIMUM OF 20 GALLONS (75 LITERS) OF WATER,AND REPEATED 2 TIMES IN THE NEXT 3 DAYS, AFTER THE TREE HAS BEEN WArERED ANDTHE SOIL IS SUFFICIENTLY DRY, THE SOIL SHALL BE GRADED AND TAMPED. THE 3"(75 mm) LAYER OF AGGREGATE SHALL BE PLACED AND GRADED TO ACCEPT THE TREEWELL COVER FIRMLY, WITHOUT ROCKING, AND FLUSH WITH THE TOP SURFACE OF THESIDEWALK. THE PREMOLDED JOINT FILLER SHALL BE CAREFULLY PLACED TO INSURE ATIGHT FIT WITH THE TOP OF THE JOINT FILLER FLUSH WITH THE ADJACENT SIDEWALK.

5. IF CAST—IN—PLACE, THERE SHALL BE A 3 MIL (0.075 mm) PLASTIC LINER BETWEENWALK AND AGGREGATE


1. EXISTING SIDEWALK SHALL BE CAREFULLY SAWCUT PREPARATORY TO LAYING OFCONCRETE BLOCKS OR BRICK. SAWCUT OVER—RUNS SHALL BE CLEANED AND FILLEDWITH EPDXY APPROVED BY THE ENGINEER AND FINISHED TO SIDEWALK GRADE.

2. THE PIPE MAY BE CIP, ACP, VCP, ABS, PVC, GALV STL OR ASPHALT IMPREGNATEDFIBER DUCT, AND IT MAY BE BELL OR PLAIN END.

3. NAILS SHALL BE GALVANIZED STEEL BOX.

4. AFTER ALL OTHER WORK PERTINENT TO PLANTING HAS BEEN COMPLETED, EACH TREESHALL BE WATERED IMMEDIATELY WITH A MINIMUM OF 20 GALLONS (75 LITERS) OF WATERAND REPEATED 2 TIMES IN THE NEXT 3 DAYS. AFTER THE WATER HAS SETTLED AND THESOIL IS SUFFICIENTLY DRY, THE SOIL SHALL BE GRADED AND TAMPED. A 3" (75 mm)LAYER OF AGGREGATE SHALL BE PLACED AND GRADED TO ACCEPT BRICKS FLUSH WITHTHE TOP SURFACE OF THE SIDEWALK. THE PREMOLDED JOINT FILLER AND HEADERSSHALL BE CAREFULLY PLACED TO INSURE A TIGHT FIT WITH THE TOP OF THE JOINTFILLER FLUSH WITH THE ADJACENT SIDEWALK.


519-3TREE WELLSHEET 3 OF 7

R/W

111111

~~~r~rarnta epic ini~irc

1 COVER REQUIRED 2 COVERS REQUIRED

CASE 1: 3' x 18" (900 mm x 450 mm) TREE WELL CASE 3: 3' x 3' (900 mm x 900 mm) TREE WELLCASE 2: 4' x 24° (1200 mm x 600 mm) TREE WELL CASE 4: 4' x 4' (1200 mm x 1200 mm) TREE WELL

TREE WELLS

CASE A B C D E R3'-0° 18' 2'-11 ° 17 1 2' S -0 9~900 mm 450 mm 975 mm 450 mm 1500 mm MIN 225 mm4'-0' (24') 3'-11' 23 1/2' S'-6' 15'2

1200 mm 600 mm 1175 mm (600 mm) 1650 mm MIN 375 mm3 3'-0' 3'-0° 2'-11' 171/2' 6'-6' 9'

900 mm 900 mm 975 mm (450 mm) 1950 mm MIN 225 mm4 4'-0' 4'-0° 3'-11° 231/2" 7'-6' 15'

1200 mm (1200 mm) 1175 mm (600 mm) 2250 mm MIN 375 mm

POROUS TREE WELL COVER (SEE NOTE 2)


1. SEE SHEET 7 FOR NOTES PERTAINING TO THE SHEET.

2. PERMEABLE (POROUS) CONCRETE TREE WELL COVER:THE COVER SHALL BE MADE OF PERMEABLE CONCRETE WITH AMINIMUM COMPRESSIVE STRENGTH OF 1200 PSI (8.5 MPa) AND SHALL BEPRECAST &REINFORCED WITH 2 1/4" X 2 1/4" (60 mm x 60 mm) 16 GAUGEWIRE MESH. CONCRETE SHALL CONSIST OF ONE PART CEMENT TOFOUR PARTS 3/8" (10 mm) GRAVEL AND APPROXIMATELY FOUR GALLONS(15 LITERS) OF WATER PER SACK OF CEMENT. THE GRAVEL SHALL BECLEAN WITH FINES REMOVED. CURING COMPOUND TO WHICH WATER—PROOFING MATERIALS HAVE BEEN ADDED WILL NOT BE PERMITTED.

TYPE 3



in ~

N O

B~

~ E 3 4"`n~o(20mm

GRATING FLUSHWITH SIDEWALK

CURBE

~ .:~.:..

~~I

4"100 m


GRATE PLAN

6"mm

C

(1525 mm)

SECTION B-B1" (25 mm) DEEPSAWCUT INEXISTING, SI E~WALK

(40 mm) ~

~ AR (TYP) ~~~ `~

a (25 mm)~ 3" (75 mm)

LAYER OF 25 m 6 1 /2"0 1" OR N0. 3 (165 mm)

AGGREGATE ORi~ 1" (25 mm)

CRUSHED ROCK-4" (100 mm) PIPE FILLEDWITH 1" OR N0. 325 mm)AGGREGATE OR 1 (25 mm)CRUSHED ROCK

1. GRATE MATERIAL TO BE CAST IRON. SECTION A—A

2. GRATE PATTERN AS SPECIFIED ON PLANS OR IN SPECIFICATIONS.

3. EXISTING SIDEWALK SHALL BE CAREFULLY SAWCUT PREPARATORY TO LAYING OFFRAME. SAWCUT OVER—RUNS SHALL BE CLEANED AND FILLED WITH EPDXY APPROVEDBY THE ENGINEER AND FINISHED TO SIDEWALK GRADE.

4. THE PIPE MAY BE CI P, ACP, VCP, ABS, PVC, GALV STL OR ASPHALTIMPREGNATED FIBER DUCT, AND IT MAY BE BELL OR PLAIN END.

5. AFTER ALL OTHER WORK PERTINENT TO PLANTING HAS BEEN COMPLETED. EACH TREESHALL BE WATERED IMMEDIATELY WITH A MINIMUM OF 75 LITERS (20 GALLONS) OFWATER AND REPEATED 2 TIMES IN THE NEXT 3 DAYS. AFTER THE WATER HASSETTLED AND THE SOIL IS SUFFICIENTLY DRY, THE SOIL SHALL BE GRADED ANDTAMPED AND 3" (75 mm) CONCRETE AGGREGATE SHALL BE PLACED AND GRADED.

TYPE 4



1 3 4"--------- 45 mm,r- CU

RBJr-----------------

C

4 1 /2" x 3"(115 mm x 75 mm)STUD ANCHORS-

20 1 /4" 20 1 4" 20 1 4"515 mm 515 mm (515 mm)

60 3 4" 1545 mm

FRAME DETAIL

2" 1 3/4"(50 mm) (45 mm) 1 /4"

3/4° 1 1/4° (6 mm

0 mm (31 mm)

1/8° 2" '~ ~

~ ~~

1 8° I 2••mm I (50 mm

7/16" (10 mm) ~

54 3/4" j

(1390 mm)

SECTION A-ASEE NOTE 1

~A

7/16" (10 mm) ~2 PLACES

(40mmx65mmx6mm)1 1 /2" x 2 1 /2" x 1 /4„ANGLE

7/16" x 3 /4" - E(10 mm x 20 mm) ~ ESLOT HOLES M o

N

N ~ 23 15 16" 23 15 16"E 610 mm 61 mm

N ~ ~,~ g ~~g~° ~~

25 mm) ~»5 mm)

25 mm)56 3 4"1 45 mm

SECTION B-B-3/4° (20 mm) SEE NOTE 1

1 Us LH

3 mm) (50 mm)

3/4" x 1 1 /2" x 1 /8" x 2"(20 mm x 40 mm x 3 mm x 50 mm)

►~ C-SPACERS

1 /4'~ x 2"(6 mm x 50 mm)FLAT BAR

2 3 ~, F

~~


1. SECTION A AND B REQUIRED ONLY WHEN TREE GUARD IS REQUIRED.2. ALL METAL PARTS AND FRAME SHALL CONFORM TO THE SSPWC

AND SHALL BE HOT DIP GALVANIZED AFTER FABRICATION.3. SEE SHEET 7 FOR NOTES PERTAINING TO THIS SHEET.

TYPE 4



GENERAL NOTES FOR ALL FOUR TYPES OF TREE WELL

1. TREE WELLS SHOULD BE SPACED APPROXIMATELY 50' (15 m) APART, BUTNOT LESS THAN ONE PER RESIDENTIAL LOT.

2. LOCATION OF TREE WELLS SUBJECT TO THE FOLLOWING MINIMUM CLEARANCES:A. 50'(15 m) FROM BCR ON THE APPROACH TO AN INTERSECTION

AND 15' (4.5 m) FROM THE ECR ON THE EXIT SIDE.B. 20'(6 m) FROM LIGHT STANDARDS.C. 10'(3 m) FROM FIRE HYDRANTS AND DRIVEWAYS.D. 5' (1.5 m) FROM HOUSE WALKS AND UTILITY METERS.

3. COVERS SHALL BE COLORED BUFF USING AN ACCEPTABLE COLORING AGENT.

4. TREE WELL SHALL BE BACKFILLED WITH CLEAN DIRT FLUSH WITH ADJACENTWALK UNTIL TREE IS PLANTED.

5. DO NOT USE CASE 1 OR CASE 2 TREE WELL WHERE THERE IS AN EXISTINGFENCE OR WALL AT THE R/W LINE.

6. TOP OF TREE WELL COVER SHALL BE FLUSH WITH ADJACENT SIDEWALK.

7. LOCATION OF TREE SUBJECT TO CHANGE AT THE DIRECTION OF THE ENGINEER.



0~ o 0 oQQ

aD ~p O~Gvo o ~pQp~vv a oeo ° a ~ o ~ o °°°oa

~0 apv° ° p°~ ~~ o ~ oa o~p V P D Qo op O ~~ ao

0 °~ ~~~~ ~0 °o~4av~`~o ~°Q~o~Q

OOarvi~ ~~~ r°~ ~

TREE STAKE-NOTE 8

TI E

WATER BASIN

BERMCURB OR /FINISH GRADEPAVEMENT 2~ ~ /~ ---- -

0 ~ O

O

~Q]Y .••~I~

PAVED ~` ~'~;°;4 ~'.~~ ~` ~ ~~.~~~i k _~ UNPAVED~ ~

; o .. ~SECTION ROOT~~ ~ "~ o ~ ES CTIONo.

82 R~4.0 ~ I ~m) -I.I I~I I ~~~~~

BACKFILL WITH AMENDMENTS

x 18" R00T BALL(450 mm)

,~ PERFORATED PIPE(75 mm) 4° ~ (100 mm~) x

24" (600 mm)

CURB ORPAVEMENT—y

ROOT BARRIER • • ~ ~ ~ ~ z Q

~TREE CROWN .. ~ ~~ ~

o 0TREE STAKE ~ ~ ~ ~ ~ ~

TIE~ ~w w? z

TREE TRUNK ~ •~ ~ ~ ~ ~ ~

Q Q

o zO

ROOT BALL ~V

~

PLANTING PIT - ~ ~ ~ ~ ~x`V "'

2X CONTAINER WIDTH MIK

PLAN VIEW 3X CONTAINER WIDTH MAXI PERFORATED PIPE

UNPAVED PARKWAY15 GAL (60 LITER) OR 24" (600 mm) BOX


PROMULGATED BY 7HE STANDARD PLANPUBLIC WORKS STANDARDS ING

GREFNBOdC COMMITTEE1 B85

TREE PLAN TI N G ~/'~0~~

REV. 1893, 1996, 2005, 2009USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4

0~a P vvpv~op v 0 °~v o00 G o 0 oOaa0 o ep

O a Q ~ Q 0 ~ 0~ o0

vP°~ o~v v O poi o~ vp°a~~o 'v a~°~ Q 0 ~ ~~a0~~

o ~ ~~~p o vao0

~°v ~- ° ov 0>o00.g v

OO s °

TREE STAKE—NOTE 8

TI E

No. 2 GRAVEL,3" (75 mm) THICK

TREE WELL COVERCURB ORPAVEMENT ~ ~~~ s'~

PAVED ~"~i.' o ' ~ : o o Q:~~.~_,~4 ~~. ~SECTION

~ ~ m~I~ ~~ ~ ;~~ ~ ~-ROOT/ : % ::o 0 0I

~II~Ix fig' I= BACKFILL WITH AMENDMENTS(450 mm)

ROOT BALL

PERFORATED PIPE0

75 mm) ~

NATIVE SOIL ORCLASS C TOPSOIL

CURB ORPAVEMENT PERFORATED PIPE

ROOT BARRIER _ _ . _

TREE CROWN ~ ~ .. ~ ~ :.

TREE STAKE .. ~ .. ~. ' . ~.

TIE~

~ ... ~ ~.:•

TREE TRUNK

p

~ '. .. ~ ' . . ~ ~ ~.

ROOT BALL ~ ~ ~ .. ~.

PLANTING PIT ~ ~ ~~

PLAN VIEW TREE WELL COVERPER SPPWC 519

SIDEWALK TREE WELL15 GAL ~60 LITER) OR 24" (600 mm BOX


520-4TREE PLANTINGSHEET 2 OF 4

OC Q ~ Q

O {~v ~ v~v O ~ ~ V ~`7v

D O ~' O D pO~p a o 0

a~Q~a~v o ~ ~v°p V ~ s ooo~v U v 0 ~o op ~ ~~ av

pp o /~v°°o°D ~~~° ~ p~y~°`~00 ~0 76 oQ ~ ~ ~V oe o

p0o

va~ /sue

TIE

STAKE-NOTE 8

WATER BASIN

BERM

FINISH GRADE

""~ ~ ~ ~"' wSECTION o

° ~ - -cgo I I~~-o BACKFILL WITH AMENDMENTS

ROOT BARRIER16' (4800 mm) ROOT BALLx 36° (900 mm) ~ ° PERFORATED PIPE

(150 mm)6' ~ 150 mm0) x48" 1200 mm)

ROOT BARRIER ~ .' .:

TREE CROWN ~ ~ .::~~..O• =.: ~.

PLANTING PIT ~ ~

TIE M ~TREE STAKE

. ~w• N ZQ

TREE TRUNK ~ ~ ~ ~ ~ "' o. ~ U

ROOT BALL ~' ~ . ~.

PLAN VIEW ~~ ~ ~~~~~ 2 1 /2 TO 3X ~ PERFORATED PIPE

CONTAINER WIDTH

30" (750 mm) TO 48" (1200 mm) BOX



1. SET TOP OF ROOT BALL 1" (25 mm) ABOVE FINISH GRADE.

2. FOR 24" (600 mm) BOX TREES OR SMALLER, INSTALL ROOT BARRIERS IF TRUNK ISWITHIN 5' (1.5 m) OF CURB OR WALK.FOR 30" TO 48" (750 mm TO 1200 mm) BOX TREES, INSTALL ROOT BARRIERS IF TRUNKIS WITHIN 10' (3.0 m) OF CURB OR WALK.

3. AMEND BACKFILL MIX PER SPECIFICATIONS. LEAVE TRUNK AND ROOT FLARE VISIBLE.

4. SET PERFORATED PIPE FLUSH WITH TOP OF BACKFILL. FILL PIPE WITH No. 2 GRAVELPER SSPWC TABLE 200-1.4.(B) AND COVER WITH FILTER FABRIC. WRAP FABRIC6" (150 mm) DOWN SIDES OF PIPE.

5. FORM 3 1 /2" (90 mm) HIGH BERM AROUND BACKFILL AS A WATER BASIN.

6. TOP WATER BASIN WITH 3 1/2" (90 mm) aF No. 2 GRAVEL OR TYPE 1 MULCHPER THE SPECIAL PROVISIONS. KEEP GRAVEL OR MULCH 3 1/2°(90 mm) CLEAROF TRUNK. LEAVE TRUNK AND ROOT FLARE VISIBLE.

7. REMOVE ALL NURSERY STAKES.

8. INSTALL NEW TREE STAKES PER SPPWC 518.

9. FASTEN TREE TO STAKES PER 308-4.6, TWO TIES PER STAKE.

10. AFTER PLANTING, PRUNE THE TREE AS APPROVED BY THE ENGINEER.

11. ROOT BARRIER, WHERE SHOWN, SHALL BE 80 MIL (2.0 mm) THICK.



■:/:1:7~~~1:T~...i.:,~

.: , ,~. a

I.~ •... 9 GAGECONT WELDED

~' WIRE LOOP

REINFORCED CONCRETEBOX AND LID

6 GAGECONT WELDEDWIRE LOOPS

a. - .. ,.

3"

8 1 /4"x14 1 /2° (200x370 mm) wLOCKING CAST IRON LID ~EMBOSSED "PRV" CONCRETE COVER Z

LOCK N

GALV STEELDOUBLE TOGGLELOCK

1" (25 mm) CRUSHED ROCK SUMP

~ PRESSURE .~"' ~ REGULATOR

GALV MALLEABLE IRON ~.~'UNION w/ BRASS OR .~COPPER SEATS

STRAINER

mm

FINISHED IGRADE

NOTES:

1. PRESSURE REGULATOR AND Y STRAINER SHALL BE BRASS OR BRONZE.

2. PRESSURE RATING SHALL BE AS SPECIFIED.

3. Y STRAINER SHALL BE FITTED WITH A 30 MESH SCREEN OF STAINLESS STEEL OR MONEL AND ABLOW-OFF COCK.

4. VALVE BOX SHALL BE SIZED TO CONTAIN ENTIRE Y STRAINER AND PRESSURE REGULATOR ASSEMBLY.

5. ASSEMBLY SHALL 8E INSTALLED HORIZONTAL. BLOW-OFF COCK, ADJUSTMENT NUT, AND MAIN CAP ONREGULATOR SHALL BE ACCESSIBLE.

6. UNLESS OTHERWISE NOTED, FITTINGS SHALL BE THREADED SCHEDULE 80 PVC.

7. AREA AROUND VALVE BOX MAY BE PLANTED OR HARD SURFACE OR A COMBINATION OF BOTH.TOP OF VALVE BOX:

AT GRADE FOR HARD SURFACE1 /2° (12 mm) ABOVE GRADE FOR LAWN1" (25 mm) ABOVE GRADE FOR GROUND COVER OR SHRUBS

8. CRUSHED ROCK SHALL COVER BOX SIDE OPENINGS TO PREVENT SOIL ENTRY.

9. CLOSE NIPPLES ARE PROHIBITED. SYMBOL ON PLAN-~


PROMULGATED BY THE STANDARD PLANP~B~° "'°R"S ~""°"R°S'"°.GRFDJBOOK COMMITTEE PRESSURE REGULATOR INSTALLATION 521-31984REV. 1998, 2005, 2009


ROOT PRUNING CUT

SIDEWALK

CURB AND GUTTER

EE0

ROOT BARRIER (SEESPPWC 520)

BACK FILL4°

(100 mm)

NOTES:

1. WHERE EXISTING PARKWAY TREES HAVE BEEN ROOT PRUNED,INSTALL CONTINUOUS, LINEAL ROOT BARRIER ADJACENTTO THE CURB AND/OR SIDEWALK.

2. LENGTH AND LOCATION OF ROOT BARRIER SHALL BE DETERMINED BYENGINEER.

3. ROOT SEALER SHALL BE APPROVED BY THE ENGINEER AT LEAST 48 HOURSIN ADVANCE OF THE PRUNING OPERATION. IT SHALL BE APPLIED TOALL CUT ROOT AREAS WHICH ARE LARGER THAN 2' (50 mm) IN DIAMETER.THE SEALER SHALL BE APPLIED AS SOON AS PRACTICAL AFTERTHE CUTS HAVE BEEN MADE.

4. ROOT BARRIERS SHALL BE FABRICATED FROM A HIGH DENSITY,HIGH IMPACT PLASTIC AND BE EXPRESSLY DESIGNED FOR THE PURPOSEOF ROOT DEFLECTION.


PROMULGATED BV TIE STANDARD PLANPUBLIC WORKS STANDARD, ,~~.

GREENBOOK COMMITTEE R 0 0 T P R U N I N G //~1864 523-

REV. 1998, 2009L


cWEAKENED-PLANE JOI

Y

TEMPORARY TREE WELL COVER

REDWOOD HEADERS

CASE 3: A=3' (900 mm) 8=3~ (900 mm) C=6'-6" (1950 mm) MINCASE 4: A=4' (1200 mm) B=4~ (1200 mm) C=7~-6°2250 mm) MIN

PORTLAND CEMENT CONCRETE

EE

PORTLAND CEMENT CONCRETE

2" (50 mm) x 4" (100 mm)REDWOOD HEADERS

SECTION X-X

2" (50 mm) x 4" (100 mm)REDWOOD HEADERS

SECTION Y-Y


PROMULGATED BY lHEPUBLIC WORKS STANDARD, ~~~.~R~a°a` °~,~'~,s~,

REV. 1998. 2009

TEMPORARY TREE WELL C 0 VE RSTANDARD PLAN

524— 2SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

NOTES

1. TREE WELLS SHALL BE SPACED APPROXIMATELY 50'(15 m) APART, BUT NOT LESS THAN ONE PERRESIDENTIAL LOT.

2. LOCATION OF TREE WELLS SUBJECT TO THEFOLLOWING MINIMUM CLEARANCES:

A. 50' (15 m) FROM THE BCR ON THE APPROACH TO ANINTERSECTION AND 15' (4.5 m) FROM THE ECR ON THEEXIT SIDE.

B. 20' (6 m) FROM LIGHT STANDARDS.C. 10' (3 m) FROM FIRE HYDRANTS AND DRIVEWAYS.D. 5' (1.5 m) FROM HOUSE WALKS AND UTILITY METERS.

3. TEMPORARY TREE WELL COVER SHALL BE TAPERED TOA 2'~ (50 mm) THICKNESS AT THE CENTER FOR EASE OFBREAKING AND REMOVAL.

4. TEMPORARY TREE WELL COVER SHALL BE POURED INPLACE. FINISH TO BE IDENTICAL WITH ADJACENT PCCWALK.

5. TEMPORARY TREE WELL COVER SHALL BE CASE 3 UNLESSOTHERWISE SPECIFIED.

6. LOCATION OF TREE WELL SUBJECT TO CHANGE AT THE DIRECTIONOF THE ENGINEER.


524-2TEMPORARY TREE WELL COVERSHEET 2 OF 2

SECTION 6

...enera acs ~ yes

~ ~~~ ~ • •

~ --

• ~ ~ ~ ~+►+seer -~ ~ ~~~ ~ A111' 1111 • ~ ~♦~~~~~e♦►~~~~~e•►~~~~~~♦. ~ ~ ~ ~~~~~~~e

• ~ ♦~~• ~~~•~~i~ ♦~

~:~:~~~: :oa

~ •~

~ ~ :~ ~ ••~~

12" (200 Vmm)(300 m )

LINE—POST

—NOTE 1 ~3 WIRES AT 5° (125 mm) OC

WIRE —NOTE 9

F

TYPICAL FENCE

INTERMEDIATE / SLOPE POST \a., .,,,,, __ _ .

5"(125 mm)

LINE POSTS

TIE WIRE.

GROUND LINE ~

H F

5' (1..50 m) 30"OR LESS (750 mm)

OVER 5' 36"(1.50 m) (900 mm)

POSTS USED AT GRADE CHANGES > 5%.

INTERMEDIATE ~ SLOPE POST

FOR WALL THICKNESS LESS THAN 8"(200 mm), INSTALL FENCE OUTSIDE WALL

~1

HEADWALLFENCE —USE PIPERAIL

OTE 6

HEADWALL

~2" (50 mm) TO I~ DETAIL, SHEET 2BOTTOM OF FABRIC LI

CHANNEL WALL AND WINGWALL AT HEADWALL

STANDARD PLANS FOR PUBLIC WORKS COf~STRUCTION

PROMUI.CA7ED 8Y THE STANDARD PLANPU&JC Mp2K5 STANDARDS INC.

GREEffiB001( COMMITTEE1484

y~H AI N LINK FENCE AND GATES fi00-3FEV. 149b, 205

SHEET 1 OF 3USE WITH STANDARD SPECIFICAT70NS FOR PUBLIC WORKS CONSTRUCTION

i i i i ii ~~~ i

'_---~~~~~~~~~~~~ ~ ~~~ ~ ~ i ~ ~ ~ ~ ~ ~ i ~~~~~~~~

~~~~~~~~~~, ~j~~~~j~j~j~j~~~j~ It~~~~~~

END POST \ 4' 1.2 m

WALK GATE

NON-SHRINK'GROUT ~~~

PIPEPOST

GATE FABRICSAME AS FENCEFABRIC

TENSION ROD& TIGHTENER PIPE ~

STIFFENER8' (2.4 m)MAX O.C.

` ̀ 36' ` ~ ~. ` ̀ ̀ ̀PLUNGER ROD ~ ~

(900 mm) ~,.PLUNGER CUP IN1 CF (0.03 m 3) PCC

POST OD +

4~~ (100 mm)~'~

4"(100 mm)

C12" (300 mm)FOR LINE POSTS,ELSE 18" (450 mm)

2" (5C

. ~ 2.,

~• ~ • ~ (50 mm)

1 ° (25 mm)GREATER

P 0 S T THAN PIPE OD

EMBEDMENT c#16M'X~:

(200 mm)

DRIVE GATE

PLUNGER CUPISOMETRIC

SIONAR

x 5"5 xi mm)

WIRE

CK


600-3CHAIN LINK FENCE AND GATESSHEET 2 OF 3

NOTES:

1. SECURE DRIVE-FIT GALVANIZED CAP TO POST WITH 1/4" (6 mm) ROUND-HEAD RIVET.

2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H = 5' (1.5 m)UNLESS OTHERWISE NOTED.

3. IF FENCE WITH TOP RAIL IS SPECIFIED, DELETE STEEL TENSION WIRE ATTOP, AND PIPE RAILS AT INTERMEDIATE, SLOPE, END AND CORNER POSTS.EXTEND TENSION ROD TO TOP RAIL.

4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED.

5. POST SPACING IS MAXIMUM 10' (3.0 m).

6. FILL CLEAR OPENINGS GREATER THAN 3" (75 mm) WITH FABRIC. FOROPENINGS LESS THAN 18" (450 mm), 11E FABRIC TO POSTS.

7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP OFCHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE".

8. STEEL BANDS AT TENSION BARS SHALL BE 1/8" x 1" (3 x 25 mm),MINIMUM, SPACED AT MAXIMUM 16" (400 mm).

9. SECURE TENSION WIRES TO EACH LINE POST WITH 11E WIRES.


600-3CHAIN LINK FENCE AND GATESSHEET 3 OF 3

3

MORTAR CAP—

#5 (#16M) CONT.AT EACH BONDBEAM TYP. 5EENOTE 14~

z

~ ~ ~E ~ #4 @D 1$"

~, ~ ~ (#13M t~GONT.—

f-

J

~ Q

~ ~ w.^... U F-

#5 (#16M) CONT.AT EACH BANDBEAM TYP. SEENOTE 14 {

(L-BARS)

(150 mm)SLOPE

2S~ CONTROLPOINT LEVEL OR

SLOPE 2:112° MAX30 mm

SEE NOTE 2

ORTAR CAP

C

#5 (#16M) CONT.AT EACH BONDBEAM TYP. SEE tNOTE 14

ORTAR CAR

z

A (L-BARS]

E ~ #4 ~ 18° SLOPE A

~ ~ 4~~~ ~CONTRQL SLOPE t ¢

~'`n COUNT. 2~; POfNT CONTROL

--" LEVEL OR POINT ?~

SLOPE 2:1 ~~F- 12° MAX

30 mm) E

cr ,-.

E ~

~

W2 SEE NOTE 2 ~2R1

~ o

SL PE ~~^ '~-

~M1~ MAX E~

TYPE 2 #4 CAD 1$° x n ~(#13M ~ 450)coN~NUOUs

DETAILS FOR DQUBLE REINFORCEMENT F oR (30o mm)SEE REINFORCING SCHEDULES FOR READ USE NOTE 2, TYPE 3AS REQ'D

STANDARD PLANS FDR PUBLIC WORKS CONSTRUCTION

pRp~,ru~c~,hp gy TME ..STANDARD PLANP~a~~'"°R"s sr""°"R°s'"~~GR~IBWIC COMMITTEE REINFORCED CONCRETE BLD~K WALL

1993~ ~~ ~

REV. t996. 2005. 2OD8, 2010


DETAILS FOR SINGLE REINFORCEMENT TYPE 3SEE REINFORCING SCHEDULES FOR ALLOWED USESEE SHEET 1 FOR OTHER t71MENSIONS ~4ND DETAILS

STANQARD PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARD PLAN

601-4REINFORCED CONCRETE BLOCK 1NALLSHEET 2 OF 6

4'-0" (1200 mm) MINBOND BEAM ANDREINF6RCEMENTEXTENSION AT STEP—,

TOP OF FOOTINGELEVATION

TYPE 1 AND 2FQOTING SHOWN

ALL CELLS WITH VERTICALREINFORCEMENT AND BONDBEAMS SHALL BE GROUTED

1 ~2" (15 mm)EXPANSION JOINTS ~ 50`(15 m) MAXI

WALL ELEVATION

PLACE FULL HEIGHTREINFORCEMENT TOMATCH VERTICAL WALLREINFORCEMENT ATEACH SIDE OF EXPAN510NJQINT, CHANGE IN HEIGHT,OR END OF 1NALL

APPROX.FINISHEDGROUNQ

CAULKING SEALANT

PREMOLDED EXPANSION ~~2~ ~,~CONT. EACH SIDE

JOINT FILLER —~ (~5,mm)~I~

CORNER DETAILNOTE:SINGLE VERTICAL REINFORCING BARSSHALL BE CENTERED IN CELLS. DOUBLEROWS OF VERTICAL REINFORCING BARSSHALL HAVE THE REINFORCEMENTPLACED IN EACH FACE (EF).

Xa

w~4 ~ 12"

~(~13M ~ 3(c~

SPREAD FOOTINGTYPE 1 AND 2

STOP JOINTf1JLL HEIGHT VERTICAL E REWFORCEMENTBAR EACH SIDE OF JOINT c~ E EACH SIDE OFTO MATCH VERTICAL ~ r ~n EXPANSION JOINT.WALL REINFORCEMENT ~ SEE NOTE 13

EXPANSION JOINT DETAIL

#4 (#13M)EACH FAC

1:1~~' ~~N OPTIONAL3M C~ 450) CORNER

SHAPE)(~i00 mm}(300j{600 mm)

TRENCH FOOTINGTYPE 3

FOOTING STEP DETAILS

~~

w

OC~


~~~ ~~`REINFORCED CONCRETE BL~GK WALLSHEET 3 OF 6

LATERAL LOAd = 15 PSF (720 Pa)

REINFORCING $ARSSTEM FOOTING

CUTOFF 'SPACING, O.C.

W1 W2 FH f T (TYPE 1) (TYPE 2) (TYPE 3) h A B C

6'-0° 6" 12" 2'-3" 2'-3" 2'-9" 30" ~4 ~ 48°# #4 ~ 48" ~4 ~ 48"'~(1.$ m) (150 mm}(300 mm)(fi75 mm}(675 mm~ (825 mm)(750 mm)#13M~1200'){~13M~120Qj ~13M~1200*

8'-0" 8" 1 Z" 2'-9" 2'—B" 3'-3" 3d" ~4 ~ 32"* ~4 ~ 32" ~4 ~ 32°*t2.4 m) (200 mm)(3001 mm)($25 mm)(75U mm)(975 mm)(75d mm}(#13M~SbQ*){#13M~800) {~13M~800*)

10'-0" 8" 12" 3'-9" 3'-0" 3'-9" 30" #4 ~ 32"EF ~4 ~ 32" ~4 ~ 32"(3.0 m) (.200 mm}(app mm}{1125 mm)(900 mm)(1125 mm)(750 mm)#13M~8QOEF)(~13M~8~0) (~13M~800)

LATERAL LOAb = 20 PSF` (960 Pa)

REINFORCING BARSSTEM. FOOTING

CUTOFF SPACING, O.C.

W1 4V2 FH t T (TYPE 1) (TYPE 2) (TYPE 3} h A B C

6'-0" 6" 12•• 2'-9" 2'-6" 3'-3" 30" ~5 ~ 32"* #4 ~ 32" ~F ~ 32"'~(1.8 m) (150 mm) sao mm (825 mm)(750 mm~(975 mm)(750 mm)(~161~~800*}(~13M~00) (~13M~800*)

8'—d" 8" 12° 3'-3" 3 -̀0" 3'-9'° 30" #4 ~ 32°EF ~4 ~ 32" ~4 ~ 32"{2.4 m) (200 mm} 300 mm (975 mm)(900 mm)(1125 mm (750 mm)(~13M~SOOEF)(#13h~~00j (#13M~00)

10"-0" 8" 12" 4'-3" 3'-6" 4'-3° 42" ~5 ~ 32°EF ~4 ~ 32° ~5 ~ 32"(3.0 m} (200 mm) 300 mm (1275 mm)(1050 mm)(1275 mm} (105b mm)(~1&M0800EF)(~13FA~6D0} (#16M~800)

LATERAL LOAd = 25 PSF (1200 Pa)

REWFORCiNG GARSSTEM FOOTI N G

CUTOFF SPACWG, O.C.

H t T (TYPE 7) (TYPE 2) (TYPE 3) h A B G

6'--0" 6" 12" 3'-0" 2'-9" 3'-6" 3Q" ~5 ~ 16'* #4 t~ 32' ~4 ~ 32°{1.8 m) (1503 rnm) (300 mm) (900. mm) (825 mm) {105 mm) (75~ mm)(~16M~400'~) (~'131~~80{l) {~13M~+SOOj

$'-0" 8" 12" 3'-9" 3'-3'° 4'-0" 30" #4 6r 16"Ef #4 ~ 32" ~4 ~ 32"(2.4 m) (204 mm} (300 mm) (1125 mm) (975 mm) (1200 mm){750 mm) #13~1~+FOOEF (~13M~800)(#13M~BOD)

1 D -̀0° 8" 12" 4-9" 4'—tJ" 4'-9" 50° ~5 ~ 16"EF #4 ~ 3~" #5 ~ 32"(3.0 m} (200 mm)(300 mm)(1425 mm)(120 mm)(1425 mm~ (1250 mm) #16M~40DEF (~13M~00} (#16M0800)

NOTE

SINGLE VERTICAL REINFQRCING BARS SHALL BE CENTERED IM1I CELL.*FOR SINGLE A—BARS IN FOUNDATION, SEE SHEET 2.DOUBLE ROYYS OF 1~RTICAL REfNFORCING WHERE INDICATE6 SHALL BE PLACED AT EACH FACE (EF).

STANDARD PLANS FOR PUBLIC WORKS CQNSTRUCTIONSTANDARD PLAN

601-4REINFQRCED CONCRETE BLOCK WALLSHEET 4 O~ 6

DESIGN CRITERIA:

MATERIALS DESIGN DATA:

REINFDRGING STEEL ...................................................................... fy = 60 KSI (40CI MPa)

CONCRETE 28TH—DAY STRENGTH:FOQTING ........................................................................................ f 'c = 2,500 P51 (17 MRa)

CONCRETE MASdNRY:PARTIALLY GROUTED .................................................................. f 'm = 1,500 PSI (10 MPa)

DESIGN CQOE :................................................................................ GOVERNING BUILQIN6 CODE

DESIGN METHOD:

COI~iCRETE ....................................................................................... ULTIMATE STRENGTH METHQDCONCRETE MASQNRY .................................................................... WORKING STRESS METHOD

FOUNDATION:

ALLOWABLE SOIL BEARING PRESSURE ...................................... 1,000 PSF (48 kPa)ALLOWABLE LATERAL SOIL BEARING PRESSURE ..................... 100 PSF / FT 0~ DEPTH

(157 kPa / m OF QEPTH)LATERAL SENDING RESISTANCE AT CONTACT AREA ..................... 130 PSF (6.2 kPa)

BUT NOT Tp EXCEED 0.40 X DLSOIL DENSITY ............................................... ...... 110 PCF (1760 k9~m"3)FACTORS OF SAFETY FOR SPREAD FOOTING (BASED ON SERVICE LOAD CONDITIONS):

OVERTURNING .............................................................................. 1..75 MINIMUMSLIDING......................................•--................................................. L5 MINIMUM

ONE THIRD INCREASE IS ALLOWED FOR SHORT TERM LQADS.

STANDARD PLANS FQR PUBLIC WORKS GQNSTRUCTION STANDARD PLAN

~~~ -~REINFORCED CONCRETE BLOCK WALLSHEET 5 OF 6

GENERAL N(7TES:

L CONSULT WITH LOCAL GOVERNING AGENCY FOR DETERMINATION OF LATERAL LOAQ ANDW~4LL TYPE Lf5TEL3 IN TABLES, FpR PROJECT—SPECIFIC USE.

2. DfSTANCE OF THE SOOTING FROM QESGENDWG SLOPE SHALL BE PER LATEST GOVERNINGBUILDING CODE OR PER AGENCY REQUIREMENTS..

3. SPEGIAI INSRECTION IS h10r REQUIRED FOR WALLS.

4. GROUND LINE Tp BE AT T!-iE SAME ELEVATION ON BOTH S@ES OF THE WALL. WALL SHALLNQT BE USER Td RETAIN EARTH.

5, USE TABULAR IhdFORMATION FOR THE NEXT HIGHER H FOR INTERMEDIATE WALL HEIGHTSTHAT ARE BETWEEN THE H'S GIVEN.

6. CONCRETE SHALL B~ 500—G-2500 (295—C-17) PER SSPWC 201-1.1.2.

7. REINFORCING SHALL BE LAPPED A MINIMUM 48 6AR i71A. GRADE 60 UNLESS NOTEDOTHERWISE PER SSPWC SECTION 209-2, 3Q3-4.1.3, JOINT REINFORCING WIRE: ASTM A82.

8. ALL REWFORGED CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WfTHSSPWC 303..

9. FOR TYPE OF BLOCKS, BOND PATTERN AND JOINT FINISH, SEE PROJECT PLANS.

1d. ALL MAS~h1RY CONSTRUCTION TO BE IN ACCORDANCE WITH. SSPWC 303-4.

11. 'HOLLOW MASONRY UNITS...ASTM G-90. Tl''PE I. NORMAL WEIGHT UNITS.

MORTAR ...1:1 J2;~, PORTi.,AhID CEMENT —LIME —SAND RAT10, 1800 PSI (13 MPa) PER SSPWC~oz—z.2.~.

GROUT ......1:3:2 PORTLAND CEMENT — SANQ — ̀ PEA GRAVEL RATIO, 2,000 PSI. (14 MPa) PER SSPWG202-2.2.2.

12 PROVIDE FULL MORTAR BED AT THE BOI~f'dM OF THE FIRST COURSE AND OMIT MORTARBETWEEN VERTICAL JOINTS OF LOWEST EXPOSED COURSE.

13. WHEN BLOCKS ARE LAID IN STAKED 60ND, CONTINUOUS HORIZONTAL JOINT REINFORCEMENTSPACED AT 4'-0° (120D mm) QC SHALL BE PROVIDED IN ADDITION TO THE BONd .BEAMREINFORCEMENT RER SSPWC 303-4.1.2., LOCATE REINFORCEMENT IN JOINTS THAT AREAPPROXIMATE MCQPOINT BETWEEN BAND BEAMS.

14. BOND BEAMS SHALL BE PLACEQ AT TOR OF WALL AND SUBSEQUENTLY SPACED NOT TOEXCEED 4'—U" (1200 rnm) C3.C, BECDW.

15. ONLY CELLS IMTH REINFORCING BARS SHALL BE GROUTEa PER SSPWC 303-4.1.3.

16. HORIZQNTAL JOINTS SHALL BE TOOLED CONCAVE OR WEATHERED. VERTICAL JOIN7S SHALLBE TOOLED CONCAVE OR RAKED. WEATHERED AND RAKED JOINTS ARE NOT PERMITTEDFOR SLUMPED BLOCKS.


~~~ -4REINFt~RCED CONCRETE BLt~CK WALLSHEET 6 OF 6

FOR NARROWER ROADS,

TOTAL WIDTH 18' TO 32' SEE NOTE 1

5.5 TO 9.8 mi' TO 16' 2" (51 mm) ~2.75 TO 4.9 m) ~ GALV PIPE

1 4 L 1 2 L 18° 6"(450 mm) (150 mm

~~ ~ ~ _ ~~

HINGE ~ DETAIL A I DETAIL C - ~E `° ~ROAD E M~

DETAIL B SURFACE ''~ ~ °-~/ / \ ~

PCC, 1 CF ~T -(0.03 m3)

3-1 /2" ~ x 8'-0"(89mm~x2.44m)GALV PIPE

TYPE K REFLECTOF

•O O O•

FRONT VIEWDETAIL A

1 /4°x2"x10~~(6x50x250 mm)GALV STL RODPLUNGER

~„(25 mm

DETAIL D~ ~ ~SHEET 2 1~~~)

\_/

ELEVATION

1/4" (6 mm)°U" BOLT EA END

3/1

SIDE VIEW

~ 3/8" ~ x 3/4"(10mm ~x20mm)HOLD-OPEN STUD

BENT PLATEROD SLEEVE, GALV STL1/8" (3 mm)

~E

PLUNGER CUP

. '.

~ ~ 6

DETAIL B

GALV PIPE

12° ~~0 mm

GATE CATCHL 3-1 /2"x3-1 /2"x1 /4

(89x89x6 mm)

CHAIN HOL["U" BAR~ ~4~~X2~(6x50 mm)

MARKERBACK

~4" (6 mm)1" BOLT EA END

SIDE VIEW

DETAIL C

~~i~~l ~~~~ii~//~ I~

~i•~//► .

SECTION E-E

~~u

co E

~°M

o E~oNN


~~,~~̂ 'E° BY TME STANDARD PIPE GATE STANDARD PLANP~B~~ ,MKS ~~NO,~os ~N~.

GREQJBOOK CAMMITTEE1993 FOR ACCESS ROADS C 0 n —

V LREV. 7996, 2005, 2008


NOTES:

1. FOR ROADWAYS 16~-0° (4.8 m) WIDE OR LESS, USE A SINGLE GATE. PLACE THE ANGLECATCH ON A PERMANENT END POST.

2. PIPE SHALL BE STANDARD WEIGHT, PER AISC STANDARDS.

3. CUT THE PIPE TO PROVIDE A CLOSE FIT-UP OF THE JOINTS.

4. USE 100% PENETRATION WELDS FOR PIPE CONNECTIONS.

5. PAINT GATE WITH ONE COAT OF ALUMINUM PAINT AFTER FABRICATION.

6. GATE HINGES SHALL BE HEAVY DUN, MALLEABLE IRON OR STEEL, INDUSTRIAL SERVICE TYPE,WITH 270' SWING.

7. TYPE K AND TYPE L MARKERS SHALL CONFORM TO STATE OF CALIFORNIA DEPARTMENT OFTRANSPORTATION ("CALTRANS") STANDARDS. THE REFLECTORS SHALL BE FILM-TYPE.

8. SECURE NUTS AT U BOLT ENDS FROM REMOVAL BY WELDING OR PEENINGAFTER INSTALLING MARKERS.

2° 4~CENTER POST ~, (50 mm) (~00 mm)

STOPPER3-1 /2" (89 mm) 0 j j ~~ 2° R

~-- (50 mm) ~ ~ fig"

~~ /i I I ~ ~ ~ (3 mm)

SLEEVE I I ~ i

(89 mm ~) I I ~' ~ 5 x 12" RE-BAR 1/8° (3 mm)~. ~ ~#15M x 300 mm) STL PLATE

~ ~.• I I .'.a aop ..-.~~n E

Pcc a •'~ i i ~- ~ PLUNGER CUP~..i i N~ ~ ISOMETRIC.. u v

O ~

/, ~

♦~'a

\\ ' ,

~~~i\ .12°~

(300 mm ~)

DETAIL D


602-3STANDARD PIPE GATEFOR ACCESS ROADS SHEET 2 OF 2

2" (51 mm~ ~ STD STL PIPE,RAILS AND POSTS

DETAIL

-r~NOTE 5

NON—SHRINK GROUTTOP QF WALL

END. 0~ 6"WALL 15a mm}

E _ E-

~a ~+~~~

2" (51 mmj ~ STO PIPE,RAILS ""^ ̂ ^"~"

s50 mm)

SLIP ~$~JOINTS EE (46Q mm)

¢ °- ~ g~EXPANSION~ (460 mm)

JOINT9" MIN2.30 mm

Mir ~ A75 mm) ..~.~

SECTION A-ATYPE A

~._

TYPE B B ~

RAILS PICKETS G2" (5~ mm) ~ ~1/2" (13 mm) ~STD PIPE STD PIPE

100 mm)

P05TS

STD PIPE OR2" (51 mm) 4sEx1RA STRONG PIPE

r ~~~

C

TYPE C

ELEVATION

14"(360 mm)

14"(360 mm)

14"_: (360 mm)

SECTION B-B

SECTION C-C

SEE CALIFORNIA BUILDING CODEFOR HANDRAIL AND OTHER REQUIREMENTSFOR HAt~QICAPPED ACCESSIBLE RAMPS OTHERTHAN CURB RAMPS

STANDARD PLANS FOR PUBLIC WORKS CQNSTRUCTION

PROLIULGATED BY 7HE STANDARD PLANP~B~°'"°~`S ~""°~°S'"°.~~8~ ~,M,,,~

iD93METAL HAND RAILINGS fi0fi-4

REV. 1996, 2006, 2049, 2013SHEET 7 OF 3USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

(.460

SEE SHEET 1 FORBf~TTOM RAIL, POSTS,PICKETS, AND POSTEMBEDMENT

70P RAIL DETAILSSHEET 3

(< 100. mm)

4" CLEAF1 QO mm

T~`PE A TYPE C

WELD ALL AROUND—SEE NOTE 5

T, TREAD WIDTH

12°(305 mm)

BACK OFI~ SCdEWALK

STAIR CURB

HANQRAIL INSTALLATION ON STAIRWAYS

SLIP JOINT DETAIL

r.c~zm

c~w

a

DRIVE—ON STEELEND CAP

CAP DETAIL Ff~f~ RAIL END

NOTES:

1. USE TYPE C WHERE ADJACENT GRADE IS Mt?RE THAN 2'-6" (760 mm) BELOW LANDING

OR SIDEWALK FINfSHED SURFACE.

2. RAILS, POSTS, AND PICKETS SHALL BE GALVANIZED STEEL RIPE.

STANDARd PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARD Pt.AN

606-4METAL HAND RAILINGSSFfiEET 2 OF 3

FRONT

FRONT

DI~`

X305 mm ~~~ ~~5 mm) 4STD PIPE

fiGRIP RAIL i p1" (25 mm) 05TD PIPE

0

I.~ ~ SECTION D—DPOSTS PER ~P~ER RAIL

SHEET 1 2~ (51 mm) 4STQ PIPE

TOP RAIL TYPE 1

TOP RAIL TYP

1LM(305 mm)

GRIP RAIL

STD PIPE

FRONT ~-~i►

BRACKETS EACH 8'-Q" (2.44 m)DR AS SHOWN ON PLANS.MOUNT TOP BRACKET ABOVE

i —i~c

(40 mm)

1" (25 mm} ~STD PIPE ORAPPROVED EQUAL

SECTION E—E

1-1 L~,/ (40 mm)

wa~.~

SECTION F—F

TAP sraiR NosE. WALL—MOUNTED HANDRAIL

STANDARQ PLANS FQR PUBLIC WQRKS C4NSTRUCTIdN STANOARO PLAN

~~~-4SHEET 3 OF 3

METAL HAND RAILINGS

LOL~ 5 ~ 32° LOAD CASE I OR II#5 ~ ~g ~ (#16M ~ 800) PER SPPWC 617(#16M ~ 400) GUTTER EL OR

EXPOSED ---= FACE

Z 2" 50 mm~ CLEARw

SHORT c0\

16"(400 mm

STOP Qc —H=8' to 12'(2400 to3600 mm)

•

3" (75 mm) CLEAR R=9"(230 n

OPTIONAL KEY s

SECTION

VERTICAL2°300 mm)

CONSTRUC110N JOINTd 2" (50 mm) CLEARr--r~2" (50 mm)

;200 mm)L

BW

SECTION

(400 mm)

#5 (#16M)TOTAL 8

NUMBER ABOVE SHORTOc BARSIS DISTANCE, INCHES (mm), FROM TOP OF H=12'FOOTING TO END OF SHORT BARS (3600 m m)

H=10'BARS ALONG EXPOSED FACE (3000 mm)NOT SHOWN

H=8'(2400 mm)

H=6'(1800 mm)

H=4'(1200 mm) 4'-3°

3'-3" 3'-3" ~~I 300)

16•• 8.. 8~(400 mm) (200 mm) (200 mm

ELEVATION

SIMILAR TO CALTRANS TYPE 1 A

ORTOc

FOR cOAND SHORTOc BARS

H=6' (1800 mm) OR LESS:NO SPLICES WITHIN 20"(500 mm) FROM TOP OF FOOTING

H MORE THAN 6' (1800 mm):NO SPLICES WITHIN H/4FROM TOP OF FOOTING

200 mm)


PROMULGATED BY 7HE REINFORCED CONCRETE STANDARD PLANPUBLIC WORKS STANDARDS INC

~~'B°°" °°~M'~1893 RETAINING WALL TYPE 1 61 O-3REV. 1996, 2005, 2009


TABLE OF REINFORCING STEEL, DIMENSIONS AND DATA

DESIGN H 4' 6' 8' 10' 12'(1200 mm) (1800 mm) (2400 mm) (3000 mm) (3600 mm)

W 3'-2" 4'-2" 5'-2" 6'-2" 7'-2"(1000) (1300) (1600) (1900) (2200)

(300) (400) (500) (600) (700)

B 2'-2" 2'-10" 3'-6° 4'-2" 4'-10•,(700) (900) (1100) (1300) (1500)

cOBARS #5 ~ 16" #5 ~ 16" #5 ~ 8` #6 ~ 8" #8 ~ 8°(#16M ~ 400)(#16M ~ 400)(#16M ~ 200)(#19M ~ 200)(#25M ~ 200)

OBARS (#5 ~ 16°) #5 ~ 16" #5 ~ 16" #5 ~ S" #6 ~ 8°(#16M ~ 400)(#16M ~ 400)(#16M ~ 400)(#16M ~ 200)(#19M ~ 200)

CASE I TOE PRESSURE, psf 1590 1930 2240 2550 2840(kPa) (75) (95) (110) (125) (135)

CASE II TOE PRESSURE, psf 1060 1460 1860 2280 2700(kPa) (50) (70) (90) (110) (130)

SEE SPPWC 617 FOR STANDARD WALL DETAILS.

METRIC REINFORCING BAR SPACING IS IN MILLIMETERS.


610-3REINFORCED CONCRETE RETAINING WALL TYPE ~SHEET 2 OF 2

LOLLOADING CASE I, II, OR III

>> ~ 2~ PER SPPWC 617(292 mm)

GUTTER EL ORO OR O TOE OF SLOPE INTERSECTION

b

#5 ~ 16°(#16M ~ 400)

EXPOSED #5 ~ 32"

FACE (#16M ~ 800)

VERTICALSHORTOb

BATTER BACKFACEzzc~~ cw0

" C AR °CLEAR(50 mm) (50 mm)

SHORTOc

d

STOP CONST JOINT #5 ~ ~ 6~

~ (#16M ~ 400)g~ 2" (50 mm)

CLEAR

#5 (#16M) TOTAL 4— ~ ~ ~

~ S2Q E~ E R-9~ G A G~ ,n (230 mm) K~r

OPTIONAL KEY

C B

W

SECTION

NOTE:

SEE SPPWC 617 FOR STANDARD WALL DETAILS.SIMILAR TO CALTRANS TYPE 1

H 10' (3000 mm)OR LESS

MORE THAN10' (3000 mm)

G 8° (200 mm) 12" (300 mm)

K W/4 W/3

S1 12" (300 mm) 32" (800 mm)

S2 35 BAR DIA 45 BAR DIA


PROMULGATED BY 7HE REINFORCED CONCRETE STANDARD PLANPUBLIC WORKS STANDARDS INC.~Eaao ~30MMIT7EE RETAINING WALL TYPE 2 611— 3

REV. 1996, 2005, 2008


D z 0 D 0

m~ D

-gym Z

DZ ~

Z~ O

Z~ ~

~A ~

~v m n

r0 0

Z

~~ o

mm Z N

N

~ c 0 z

W

H, FT

20'

22'

24'

26'

(mm)

(6100)

(6700)

(7300)

(7900)

SHORTOb

7'-0°

8'-0"

7'-9"

11~-0°

LENGTH

(2200)

(2500)

(2400)

(3400)

ELEVATION

H=26' (7900 m

H=24' (7300 mm

H=22' (6700 mm)

H=20' (6100 mm)

H=18~ (5500 mm)

0

14'-6"

SHORTOb

BARS ALONG EXPOSED FACE

H=16' (4800 mm)

4500)

NOT SHOWN

13' -0"

H=14' (4200 mm)

12'-6" (4 00)

NUMBER ABOVE BARS SHOWS

11'-6" (3900)

DISTANCE, INCHES (mm), FROM

H=12' 3600 mm

3 00

11'-0

TOP OF FOOTING TO UPPER

~ ~

(3400)

END OF BARS

~~~_p~

9'-6"

H=10' (3000 mm)

9' -6"

(3100)

2 00) 2 00

(2 00)

~

H=8~ (2400 mm)

8~-~~

23 0

(z5o

o)6'-6"

6'-

(2000)

SHORT cO

H=6~ (1800 mm)

5'-6"

(1 00)

17 0

5~-3'

H=4' (1200 mm)

(1 00)

16"

14"

8"

12"

8~~ 7•,

8"

(400 mm)

(350 mm) 200 mm) (300 mm) (200 mm) 175 mm) (200 mm

7"

g"

(175 mm) (150 mm)

TABLE OF REINFORCING STEEL DIMENSIONS AND DATA

DESI GN H 4' 6' 8' 10' 12' 14'(1200 mm 1800 2400 (3000) 3600 4200

W 3'-2" 4'-2" 5'-2" 6'-2" 7'_2" 8,_0"(1000) (1300) (1600) (1900) (2200) 2450

C 1'-0" 1'-4" 1'-8" 2'-0" 2'-4" 2,_8"(300) 400 (500) 600 700 800

B 2'-2" 2'-10" 3'-6" 4~-2° 4'-10" 5'-4••(700) 900) 1100 (1300) (1500) 1650

F 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-6"(400) (400) (400) (400) 400 450

BATTER 100:4 100:4 100:4 100:4 100:4 100:4

aOBARS — — —

Ob BARS — #5 ~ 16° #5 ~ 12°16M ~ 400 16M ~ 300

OBARS #5 ~ 16" #5 ~ 16" #5 ~ 16" #6 ~ 14" #6 ~ 8" #8 ~ 12°(#16M ~ 400)(#16M ~ 400)(#16M ~ 400)(#19M ~ 350)(#19M ~ 200) 25M ~ 300

OBARS #5 ~ 16" #5 ~ 16" #5 ~ 16" #5 ~ 14" #6 ~ 8" #8 ~ 12"(#16M ~ 400)(#16M ~ 400)(#16M ~ 400)(#16M ~ 350) 16M ~ 200 25M ~ 300

w~ LOAD 1600 psf 1900 2200 2500 2800 3300N CASE I (80 kPa) 90 (105) 120 135 160

Nw LOAD 1100 1500 2000 2300 2700 3300~ CASE II (55) (70) 95 110 (130) (160)

o LOAD 1300 1700 2100 2500 2900 3400~ CASE III 65) 80 100) 120 140 165

DESIGN H 16' 18' 20' 22' 24' 26'4800 5500 6100 6700 7300 7900

W 9'-0" 10'-0" 11'-0" 12'-0° 13'-3" 14'-3"2750 3050 3350 3700 4050 4350

C 3'-0" 3'-4" 3'-8" 4'-0° 4'-5" 4'-9"900 1000 1100 1200 1350 1450

B 6'-0" 6'-8" 7'-4" 8'-0" 8'-10" 9'-6"1850 2050 2250 2500 2700 2900

F 1'-6" 1'-6" 1'-6" 1'-8" 1'-10" 2'-2"450 450 450 500 550 650

BATTER 100:4 100:4 100:4 100:4 100:5 100:6

aOBARS — — #5 ~ 28" #5 ~ 32° #5 ~ 28" #5 ~ 12"16M ~ 700 16M ~ 800 16M ~ 700 16M ~ 300

O BARS #5 ~ 12° #6 ~ 16" #8 ~ 14" #8 ~ 16" #8 ~ 14" #8 ~ 12"16M ~ 300 19M ~ 400 25M ~ 350 25M ~ 400 25M ~ 350 25M ~ 300

OBARS #9 ~ 12" #9 ~ 8" #9 ~ 7" #11 ~ 8" #11 ~ 7" #11 ~ 6"29M ~ 300 29M ~ 200 29M ~ 175 (#36M ~ 200 36M ~ 175 36M ~ 150

OBARS #9 ~ 12" #9 ~ 8" #8 ~ 7" #11 ~ 8" #11 ~ 7" #11 ~ 6°29M ~ 300 (#29M ~ 200)(#29M ~ 175) (#36M ~ 200)(#36M ~ 175) (#36M ~ 150)

~ LOAD 3500 psf 4000 4300 4600 4900 5300~ CASE I 450 kPa 450 205 220 235 255

w LOAD 3600 4200 4700 5500 5900 6500~a CASE II 175 200 225 265 285 310

o LOAD 3800 4300 4800 5400 5800 6500 psf~— CASE III 180 205 230 260 280 310 kPaMETRIC REINFORCING BAR SPACING IS IN MILLIMETERS


611-3REINFORCED CONCRETERETAINING WALL TYPE 2 SHEET 3 OF 3

LOL LOADING CASE IV~ ~ 1 2" PER SPPWC 617(292 mm)

I~ ~I GUTTER ELEVATION OR

#5 ~ 32"(#16M ~ 800) 2° (50 mm) CLEAR

SHORTO

#5 ~ 16" I BATTER BACKFACE(#16M ~ 400)

VERTICAL EXPOSED bFACE

SHORTQb2" (50 mm) CLEAR

CONSTRUCTION

STOP c JOINT 2" (50 mm)•S2 CLEAR

STOP( 5 ~ 16"T ~ ~#16M ~ 400)

R=9"

(230 mm)

3" (75 mm) — S~ 5 (#16M) I G

CLEAR TOTAL 4OPTIONAL KEY

W

SECTION

SIMILAR TO CALTRANS TYPE 2

B

E

NOTE:



PROMULGATED BY 7HEPUBLIC WORKS STANDARDS INC. REINFORCED CONCRETE

STANDARD PLAN

GREENBO ~~.M~~ RETAINING WALL TYPE 3 612- 3REV. 1996, 2005, 2009


D z 0 D

~

~

~mDZ z

Z ~ ̀

~Z~ O

~~ ~

~ ~

~v

n

r~ ~

Z O

~~ ~

m~ o

w ~~

~ z c O z

N W

NUMBER ABOVE BARS SHOW

DISTANCE, INCHES (m m), FROM TOP

OF FOO

TING

TO UPPER END

OF BARS.

ATQb AND SHORTOb BARS:

FOR H=6' (1800 mm) OR LESS

NO SPL

ICES

WITHIN

20" (500 mm) FROM

TOP OF FOOTING

FOR H MORE THAN

6' (1800 mm)

NO SPL

ICES

WITHIN

H/4 FROM

TOP OF FOOTING

BARS ALONG EXPOSED FACE

NOT SHOWN

H=22' (6700 mm)

H=20' (6100 mm)

H=18' (5500 mm)

H=16' (4800 m

H=1

4~ (4200 mm)

H=12' (3600 mm)

I ~I J

~I`

H=10~ (3000 mm

H=8' (2400 mm)

H=6' (1800 mm)

3~-0°

(10,00)

c

I I

~ -c

`V 8~-0" ( 901

7'-3

7 —3"

°' 2 0~ "

5,_

23 0) (2 00)

i~ ~

7303)

1700

~11'-6

(3500

10'-3"

(3200

g _g

(9 0 )

7-0

III

' ' '

16"

(400 mm) (200 mm)

8"

8"

8~I

(200 mm)

(200 mm)

(200 mm)

7"

6"

ELEVATION

~1~5

mm ,5

0

CD

SHORT aO

SHORT Ob


~ D Z 0 Dm /~D ~

DZ? 0

cnZ ~

~m

~, ~

~v

cD

rF~ o~

Zo

~~

~mm

~ n o~

z c n 0 z

_ ~ D

METRIC R

EINF

ORCI

NG BAR SPACING I

S IN

MILLIMETERS

m ~ v

N D v

O

~'~

W r

w

Z

DESIGN H

6'8'

10'

12'

14'

16'

18'

20'

22'

(1800 mm)

(2400)

(3000)

(3600)

(4200)

(4800)

(5500)

(6100)

(6700)

W3~-10~~

5~-3"

6'-7"

8'-1"

9'-10"

11~-4~~

13~-0°

14'-10"

17'-6"

(1200)

(1600)

(2000)

(2500)

(3000)

(3500)

(4000)

(4600)

(5400)

C1~-4~~

1'-7"

1'-10"

2'-1"

2'-6"

2'-1

0•,

3~_1

°3,_8"

4,_4"

(400)

(500)

(550)

(650)

(750)

(850)

(950)

(1150)

(1350)

B2'-6"

3'-8"

4'-9"

6'-0"

7'-4"

8'-6"

9'-11"

11'-2"

13'-2"

(800)

(1100)

(1450)

(1850)

(2250)

(2650)

(3050)

(3450)

(4050)

F1'-4"

1'-4"

1'-4"

1'-4

'~1'-6~~

1 ~-10°

2~-2"

2'-6"

2'-10"

(400)

(400)

(400)

(400)

(450)

(550)

(650)

(750)

(850)

G12"

12"

12"

18"

18"

18"

18°

18"

18„

(300)

(300)

(300)

(450)

(450)

(450)

(450)

(450)

(450)

KW/4

W/4

W/4

W/3

W/3

W/3

W/3

W/3

W/3

S114"

16"

16"

16"

16"

32"

32"

32"

32"

(350)

(400)

(400)

(400)

(400)

(800)

(800)

(800)

(800)

S2

35 BAR DIA

35 BAR DIA

35 BAR DIA

35 BAR DIA

35 BAR DIA

45 BAR DIA

45 BAR DIA

45 BAR DIA

45 BAR DIA

BATTER

100:4

100:4

100:4

100:4

100:4

100:4

100:5

100:6

100:7

aOBARS

#5 ~ 16"

#5 ~ 16"

#6 ~ 16°

#6 ~ 8

'~#8 ~ 16"(#8 ~ 14")

#8 ~ 12"

(#16M ~ 400)(

#16M ~ 400)(

#19M ~ 400)(#19M ~ 200)(#25M ~ 400)(#25M ~ 350)(#25M ~ 300)

Ob BARS

#5 ~ 16"

#5 ~ 8"

#6 ~ 8"

#8 ~ 8°

#9 ~ 8"

#11 ~ 8

~~#1

1 ~ 8"

(#11 ~ 7")

#11 ~ 6"

(#16M ~ 400)(

#16M ~ 200)(#19M ~ 200)( #25M ~ 200)(

#29M ~ 200(#36M ~ 200)(#36M ~ 200)(#36M ~ 175)(#36M ~ 150)

OBARS

#5 ~ 16"

#5 ~ 16"

#6 ~ 16"

#6 ~ 8"

#6 ~ 8"

#8 ~ 8"

#8 ~ 8"

(#8 ~ 7")

#8 ~ 6

••(#16M ~ 400)(

#16M ~ 400)(

#19M ~ 400)(#19M ~ 200)(#19M ~ 200)(#25M ~ 200)(#25M ~ 200)(#25M ~ 175)(#25M ~ 150)

TOE PRESS.

2540 p

sf3170

3880

4470

4950

5720

6540

(6970)

6990

LOAD CASE I

V(125 kPa)

(155)

(185)

(215)

(240)

(275)

(315)

335

(335)

LOL LOADING CASE I, II OR IVgyp" PER STANDARD PLAN 617

250 mm)I*+,I GUTTER ELEVATION OR

#5 ~ 32"(#16M ~ 800) 2" (50 mm) CLEAR

(~13M) PER SHE~72

~~bq,pp~(~~ g~ BATTER BACKFACE ~c~

VERTICAL EXPOSED w.FACE o

2" (50 mm) CLEARa

CONSTRUCTIONJOINT

STOP aSi b

SEE FORESLOPE ~~" g"DETAIL, SHEET 2 (300 mm ~

~~~\

(150 mm)

r2° (54 mm) CLEAR

5 ~+ 16"{#16M ~ 400. I (# 6M ~~4D0 ~

3" (75 mm)— ~ 180' HOOK, EXCEPTCLEAR

OPTIONAL KE ~ Q mm 9~' HOOK FOR CASE II LOADING? ~n-~ H=iz' (3soo mma

G G w 2

W

SECTION

NOTES:

FOR H LT 8` (240D mm} S1 = C-2" {S1 = C-50 mm)NO SIMILAR GALTRANS TYPE FOR H GE S' (2400 mm) S1 = W/3

SEE SPPWG 817 FOR STANDARD WALL DETAILS.

STANDARD PLANS F"OR PUBLIC WORKS CQNSTRUCTION

PR~tULGATED BY THEPlJB1JC REINFORCED C ONRETE STANDARD PLAN

WORKS STANDARQS lNC.6REENBOOK COMM~TIEE

i9ea RETAINING WALL TYPE 4 613- 4REK 1993, 2D1D


FILL RER STQ PLAN 617J(J? 2

~~~ ~~~S

5' {150a mm} M1NFOR H=6' (1800 mm~

FORESLOPE a~ ̀ ~~SS' (2400 mm) MINFOR H MORE THAN6' (1800 rr~m)

NUMBER ABOVE BAR SHQUYS H=12' (360 mm)

QISTANGE, INCHES (mm), FROM TOPQF FOi7TING TO END (iF BAR. H=10' (3Q00 mm} ~t4 (~13M)

H=8' (240Q mm~ '-6BARS ALONG EXPOSER FACE (2000NOT SHOWN

H=6' (180 mm) (1600)

~I4"-3(' 4'-3H=4' (12D0 mm) 3 —7" 1 0) 1 00(1100) ~a

Q

LAP #4 (#13M) BARS BY18" (450 mm) WITH(~a BARS

LOAD 18" 15" 7 1 2" 6 3 4" 5 3 4"EASE I (450 mm~ (380 mm) (190 rnm) (170 mm) (145 mm)

LOAD 18" 141 2" 8" 6" 5"CASE II (45q mm) (370 mm) (2Q0 mm) (1501 mm) (1.25 mm)

ELEVATION

STANDARD PLANS FOR PUBLIC WORKS CQNSTRU~TI(?N STANDAf~D PLAN

613— 4REINFORCED CONCRETERETAINING WALL TYPE 4 SHEET ~ of

£ ~O £ 133HS~ 3+dJll ~ldM ~NINIdl3~l

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(0090(000£)(OOtrZ)(0081)(~W OO~I).ZG,0G,8,9,bH

II 2!Q 135~1~ ObQl

LOL LOADING CASE I, II OR IVgyp" PER STANDARD PLAN 617-2

(250 mm)n GUTTER ELEVAl10N OR

#4 (#13M) PER SHEET 2

#5 ~ 32"(#16M ~ 800) 2" (50 mm) CLEAR

#5 ~ 16"(#16M ~ 400) BATTER BACKFACE

VERTICAL EXPOSED aFACE

2" (50 mm) CLEAR

SEE FORESLOPE DETAIL, CONSTRUCTION JOINT

SHEET 2 6., C

(150 mm ~ 2" CLEAR(50 mm)

180' HOOK,BUT 90' HOOK FOR R_9~H=10' TO 12' ~(3000 TO 3600 mm)

(230 mm)

CLEAR OPTIONAL (#16M ~ 400)KEY ~ ~ ~

W 2W

SECTION

NOTE:


NO SIMILAR CALTRANS TYPE


PROMULGATED BY 7HEPUBLIC WORKS STANDARDS ING REINFORCED CONCRETE

STANDARD PLAN

~~'B° s~°~"'~ RETAINING WALL TYPE 5 614— 3REV. 1996, 2005, 2009


FILL PER STD PLAN 61

wW~~OJ Z(n 2

FORESLOPE

5' (1500 mm) MINFOR H=6' (1800 mm)OR LESS

8' (2400 mm) MINFOR H MORE THAN6' (1800 mm)

H=12' (3600 mm)

NUMBER ABOVE BAR ISDISTANCE, INCHES (m m), FROM TOP OF H=10' (3D00 mm)

#4 (#13M)FOOTING TO TOP OF BAR

H=8~ (2400 mm

BARS ALONG EXPOSED FACENOT SHOWN H=6' (1800 mm

H=4' (1200 mm) I 2,_9„

(840)

7'-:(220C

5'-3' ~1600)

F~ - -. ~11,9i

LOAD 18" 12" 9" 7" 7 1 4'CASE I OR II (450 mm) (300 mm) (225 mm) (180 mm) (185 mm)

LOAD 18° 12" 5 1 4" 6 1 4° 6 1 2"CASE IV (450 mm) (300 mm) (135 mm) (160 mm) (165 mm)

ELEVATION


614- 3REINFORCED CON CRETERETAINING WALL TYPE 5 SHEET 2 OF 3

~ ~O £ 133HS5 3dJll ~~dM ~NINIdl3?~

£—~ 1,93132~~N0~ a3~2~0~N132~NOI1~f12~1SN0~ SN2iOM ~1~8f1d 2~0~ SN`d~d 42~daNb'1S NV~d OaVONV1S

(OSZ)(56l)(OS L)(SO L)(~d~1 OL)3~If1SS32~dOL l5OZ l~OZ l~OZZZ~Sd 08~ LBIOS 301

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nl 3S`d~ a`dOl

(S~l)(QZL)(OOl)(5L)(od~l 55)32~f1SS32~d050OOSZO~OZ0851bsd 011lBIOS 301

(OLD ~ INZ~#)(09~ ~ W6Z#)(09~ ~ WSZ#)(00~ ~ W9l#)(09~ ~ W~l#)„Z/ l ~ l ~ 0 l#„~ l ~ 6#,.8 l ~ 8#„Z l ~ 5#„8l ~ ~#Sa`d8

(OLD ~ WZZ#)(09~ ~ W6l#)(09~ ~ W9l#)

(OLD ~ WZZ#)(09~ ~ W6l#)(09~ ~ IN9l#)(OOF ~ YV~I#)(09~ ~ W~l#)„Z/ l ~ l ~ L#„~ l ~ 9#,.8 l ~ 9#,.Z l ~ ~#„S l ~ ~#SadB

S'1~0013NON3NON3NON3NON2~311b'9

(00~)(OOZ)(OOZ)(OOZ)(OOZ)~~Z ~..g~g.,8~~8~

(OSOZ)(OSL L)(OZ~ l)(OLO L)(O lL)..Ol—.9„OL—.5..8—,~„9—,~„~—.Z~

(OOF)(05Z)(OSZ)(09Z)(OSZ)~~0—, l„O L—~~„~ ~—,~~~~ ~—~0„O l—,0~

(Ot~SZ)(OB lZ)(0 81)(OLD l)(OZ l l)„~—,B..Z—.L„0—,9..Ol—,~„8—,~M

(009)(000)(OO~Z)(OOB l)(ww OOZ G).Z l,O l,8,9,~H

II 2i0 13Sb'~ ab'Ol

LOLLOADING CASE I, II, III OR IVPER SPPWC 617

(292 m m) GUTTER EL OR TOE OFSLOPE INTERSEC110N

2" (50 mm) CLEAR2" (50 mm) CLEAR

#5 ~ 32" (#16M ~ 80

Oa BARS BATTER BACKFACE

EXPOSED SHORTOa BARS

FACE b BARS =

#5 ~ 16~~ ~ FOOLING

(#16M ~ 400) 2" (50 mm) CLEAR

CONSTRUCTION JOINT

`~ ~

3" (75 mm) CLEAR g" (200 mm) FOR H=10' (3000 mm)OR LESS

OPTIONAL KEY— 12" (300 mm) FOR H=12' (3600 mm)

SECTION

NUMBER ABOVE SHORT(a~BARS IS DISTANCE, INCAS (mm), FROMTOP OF FOOTING TO H=12' (3600 mmEND OF BARS

H=10' (3000 mm)BARS ALONG EXPOSEDFACE NOT SHOWN

H=8' (2400 mm) I 4'-6

3'-6" ~~400)

H=6' (1800 mm 13'-3'1 I(~ 11~ ~ )I

H=4' (1200 mm

iiii

8" 6" 5~~s° X200) (i5o) (i25)(400)

ELEVATIONSIMILAR TO CALTRANS TYPE 5

ORT Oa BARS

AT aOAND SHORT aOBARS:

FOR H = 6' (1800 mm) OR LESS,NO SPLICES WITHIN 20" (500 mm)FROM TOP OF FOOTING.

FOR H MORE THAN 6' (1800 mm),NO SPLICES WITHIN H/4 FROMTOP OF FOOTING.


PROtAULGAIED BY THE REINFORCED CONCRETE STANDARD PLANPUBLIC WORKS STANDARDS INC.

GREENBOq( COMMITTEE1884 RETAINING WALL TYPE 6 615- 4

REV. 1991, 1998, 2005, 2008



DESIGN H 4' 6' 8' 10' 12'(1200 mm) (1800) (2400) (3000) (3600)

W 4'-0" 5'-0" 6'-6" 8'-0" 9'-6"(1250) (1550) (2000) (2450) (2900)

F 16" 16" 18" 18" 22"(400) (400) (450) (450) (550)

BATTER NONE NONE NONE 100:3 100:6

a BARS #5 ~ 16" #5 ~ 16" #5 ~ 16" #5 ~ 12" #5 ~ 10,•(#16M ~ 400)(#16M ~ 400)(#16M ~ 400)(#16M ~ 300)(#16M ~ 250)

SHORT a BARS #5 ~ 16" #5 ~ 12" #5 ~ 10"(#16M ~ 400)(#16M ~ 300)(#16M ~ 250)

b BARS #5 ~ 16" #5 ~ 16" #5 ~ 8" #5 ~ 6" #5 ~ 5°(#16M ~ 400)(#16M ~ 400)(#16M ~ 200)(#16M ~ 150)(#16M ~ 125)

CASE I psf 1600 2200 2500 3000 3500(kPa) (80) (105) (120) (145) (170)

~ CASE II psf 1500 2100 2700 3400 4100wN (kPa) (75) (100) (130) (165) (195)

°,N,., CASE III psf 1600 2300 2900 3800 4400~ (kPa) (80) (110) (140) (185) (210)

CASE IV psf 2000 3200 4200 5300 6500(kPa) (95) (155) (200) (255) (310)

1. SEE SPPWC 617 FOR STANDARD WALL DETAILS.

2. METRIC REINFORCING BAR SPACING IS IN MILLIMETERS.



DESIGN LOADINGCASE I OR II PERSPPWC 617

J J

0 2" MIN(50 mm)

PCC STEM

TOE OF SLOPEINTERSECTION

#5 ~ 16.. d

(#16M ~ 400) Q

75 8" ~~(194 mm) ° ~ SEE SPPWC 617,

~ M EXCEPT CONTINUOUS~ PERVIOUS BACKFILL

k NOT REQUIRED

#5 ~ 16" g^ a„(#16M ~ 400) (200 mm) (200 mm) e

d #5 (#16M)TOTAL 5

6"(1 0 mm) 6~~

W2 W 150 mm

W

TYPE 7 A TYPE 7 B

AT(d~BARS, NO SPLICES WITHIN20"~~500 mm) FROM TOP OF FOOTING

NOTES:





PROMULGATED BY THE REINFORCED CONCRETESTANDARD PLAN

PUBLIC WORKS STANDARDS INGGREENBOOK COMMITTEE

1983 RETAINING WALL TYPE 7 616 - 3REV. 1996, 2005, 2009


TYPE 7A WALL

DESIGN H 3'-4" 4'-0" 4'-8" 5"-4" 6'-0"(1020 mm) (1220) (1420} 1630 (1830)

W 3'-2" 3'-6" 3'-10" 4~-2" 4~-6"(1OD0) (1100) (1200) (13Q0) (1400

dOBARS #5 ~ 15° #5 ~ 15" #5 ~ 15" #5 ~ 15" #5 ~ 12"#1.6M ~ 375)(#16M ~ 375)(#16M C~ 375)(#16M ~ 375)(#16M ~ 300)

TYPE 7B WALL

DESIGN H 3'-4" 4'-0" 4'-8" 5'-4" 6'—a"(1020 mm) (1220) (1420) (1630) (1830)

W 2~-8" 3'-0" 3'-4" 3'-8° 4"-0"(850) (950) (1050) (1750) (1250)

dOBARS #5 ~ 15" #5 ~ 15° #5 ~ 15" #5 ~ 15" #5 ~ 12"(~16M C~ 375)(~16M ~ 375)(~16M ~ 375)(#1BM ~ 375),(#16M ~ 30D)

Oe BARS {#5 C~ 15") #5 ~ 15" #5 ~ 15" #5 ~ 15" #5 ~ 12"(#16M ~ .375)(#16M ~ 375)(#16M ~ 375j(#16M ~ 375){#16M ~ 300)

STANDARD PLANS FOR RUBLIC WORKS CONSTRUCTIONSTANDARD PLAN


1~ ~m ~3pp~

.

3~~~ ~ ~~ mrn)

PARABOLIC

~~v~~

VERTICAL CURVE AT TOP OFWALL SLOPE CHANGE

USE WHERE SHOWN ON THE PLANS

12" MIN300 mm

6"(150 mm)

AFTER REMOVING WALLWALL FORMS ANDBEFORE BACKFILLINGBEHIND WALL, BACKFILLTO PREVENT PONDING.—

18'" M I N(450 mm

PLACE TOE PCC AGAINSTUNDISTURBED MATERIALEXCEPT AS PERMITTED

EXPANSION JOINT BY THE ENGINEER —

IF REQUIRED

~5 ~ 16" (#16M ~ 400)

_#5 24~" i 600 mm)

(#16M ~ ~ 400)

FOOTING STEP

LOL

300 mm)

mm)

WATERSTOPWHEN REQUIRED

~ FG

~C/~vn~r/~KA

6"150 mm)

zc~

WEEP HOLE & oBACKFILL PERDETAIL, SHEET 3

\ 3" (75 mm)HOLES, 15'(4500 mm) OC

DESIGN AND DRAINAGE

OFFSET = 200VERTICAL LOL

STEM AS ICONSTRUCTED

APPROXIMATE WALL

OFFSET VALUESVALUES FOR OFFSETING FORMS WILL BE

DETERMINED BY THE ENGINEER

OP110NAL FOOLING LINE _

B WLAYOUT LINE

— ~ — —C

TYPICAL FOOTING LAYOUT

SIMILAR TO CALTRANS STD PLANS BO-3, B3-8 AND B3-9


PROMULGATED BY 7HEPUBLIC WORKS STANDARDS INC. REINFORCED CONCRETE

STANDARD PLAN

GREENBOd( COAIMIT7EE7983 RETAINING WALL DETAILS 617-3

REV. 1996, 2005, 2009


•-•~ -.

yy

DESIGN LOADING CASES

240 psf (11.5 kPa)SURCHARGE

E

CASE III ~°

DESIGN CONDITIONS:

DESIGN H MAY BE EXCEEDED BY 6" (150 mm) BEFORE USING VALUES SHOWN FOR NEXT GREATER H.

SPECIAL FOOLING DESIGN IS REQUIRED WHERE FOUNDATION MATERIAL IS INCAPABLE OF SUPPORTINGTOE PRESSURES SHOWN ON WALL STANDARD PLANS.

RETURN WALL NOT REQUIRED IF NOT SHOWN ON PLANS.

DESIGN DATA:

f~ = 1,300 psi (10 MPa) f~ = 3,250 psi (25 MPa) fs = 24 ksi (168 MPa)

n = 10 SOIL WEIGHT = 120 pcf (19 kN/m3)

240 psf (11.5 kPa) SURCHARGE:

EQUIVALENT FLUID PRESSURE _

36 psf/ft (5.6 kPa/m) MAXIMUM FOR DETERMINATION OF TOE PRESSURE.

27 psf/ft (4.2 kPa/m) MINIMUM FOR DETERMINAl10N OF HEEL PRESSURE.

EARTH PRESSURES FOR 1:2 UNLIMITED SLOPE, 1:1.5 SLOPE, AND 1:1.5 UNLIMITED SLOPEDETERMINED FROM RANKINE'S FORMULA WITH 0 = 33'42'.

CUT OR BUTT EVERY OTHER FRONT JOINT MAY BE FORMED WITH

FACE HORIZONTAL BAR AT ~/8~ (3 mm) HARDBOARD AND CUT

WEAKENED PLANE JOINT BACK TO THE ROOT OF THE CHAMFERON THE EXPOSED FACE.

(38 mm `~~'~'.•~ '~ ' `4' CHAMFER.. .1~a,.

SEE DETAIL A (3 mm)

SECTION DETAIL A

WEAKENED PLANE JOINT


617-3REINFORCED CONCRETERETAINING WALL DETAILS SHEET 2 OF 8

96~ MAX

EXPANSION 29'2 m

JOINT ~ TOP OF WALL

WEEP HOLE

12" MIN 24' MAX(300 mm 7.3 m TOP OF FO~11NG

WALL EXPANSION JOINTSAND WEAKENED PLANES

5 (#16M) 45' MAX

• ~'~•I~A.I

0

WEAKENEDPLANE JOIhiT

.EXPANSIONJOINT

LIMITS OF SPECIAL REINFSTANDARD VERTICAL REINF A A A STANDARD VERTICAL REINF

STANDARD VERTICAL REINFABOVE AND BELOW ARS: TOTAL 2, BACK FACE ONLYOPENING (BOTH FACES) x(A+36") [#19Mx(A+900 mm)]

NOTE 1 NOTE 1m BARS: TOTAL 4~~k BARS - _ #8x(A+48") [2-#25Mx(A+1200 mm)]

mm) ~ q ~/\ OMIT(k~AND (m~BARS FOR A LESS THAN

#5 (#16M)~3~0

TOTAL 6 -7 ~__L

12" (30Q mm).

r---

2-#8 yx

TOTAL~O

WEAKENED PLANE mO BARS90'

RETAINING WALL UTILITY OPENINGMAX SIZE OF OPENING A=48" (1200 mm)

1. STANDARD VERTICAL REINFORCEMENT PLUS ADDITIONAL VERTICAL BARS MATCHING SIZE ANDNUMBER OF BARS CUT BY THE OPENING. PLACE HALF ON EACH SIDE. EXTEND THE AQDITfONALBARS INTO THE FOOTING THE SAME AS THE OTHER VERTICAL WALL REINFORCEMENT AND TO AMINIMUM OF 60 BAR DIAMETERS ABOVE THE TOP OF UTILITY OPENING [F WALL HEIGHT PERMITS..BUNDLE BARS AS REQUIRED.

2. HORIZONTAL REINFORCEMENT IS STANDARD EXCEPT AS SHOWN.

3. ALL REINFORCEMENT SHALL CLEAR OPENING BY 2" (50 mm) MIN.

4. ADJUST EXPANSION JOINT LOCATIONS TD FALL OUTSIDE THE LIMITS. OF SPECIAL REINFORCING.


617-3SHEET 3 OF 8

REINFORCED CONCRETERETAIhJING WALL DETAILS

ELEVATION

~~ SEE NOTE A

FINISHED GRADE

900 mm)

—SEE NOTE D12"

s (300 mm)

i SEE NOTE B

SEE NOTE C

WEEP HOLE AND PERVIOUS BACKFILL

NOTES

A. 4" (100 mm) DIA DRAINS EACH 25' (7.6 m) MAX. FOR WALLS ADJACENT TO SIDEWALKSOR CURBS, PROVIDE CURB DRAINS PER SPPWC 150 OR 151. PLACE EXPOSED WALL DRAINSAT LEAST 3" (75 mm) ABOVE FINISHED GRADE.

B. ALUMINUM OR GALV STEEL WIRE MESH HARDWARE CLOTH, WIRES 0.03" (0.64 mm) DIA. EACH1 /4" (6 mm). ANCHOR FIRMLY TO BACKFACE.

C. 1 CF (0.03 m3) PERVIOUS BACKFILL MATERIAL IN NONWOVEN FILTER FABRIC, SECURELY TIED.

D. PERVIOUS BACKFILL MATERIAL CONTINUOUS BEHIND RETAINING WALL.

(13 mm) PREMOLDEDWSION JOINT FILLER

WATERSTOP

3/4" (20 mm) CHAMFER

1/2 WALL THICKNESS, FRONT FACE OF WALL

6" (150 mm) MAX

WALL EXPANSION JOINT

2 1/4" MIN(60 mm)

1 2° MIN1 /2" t 13 m m(13 mm)\ —

2~ —(50 mm) ~

#3 (#10M)BAR ~" (25 mm

BONDING STRIP)

1/8" (3 mm)MIN THICK

SEAL BETWEENFILLER ANDWATERSTOP

.WATERSTOP

(,S mm

R=1 /16"(1.6 mm)

WATERSTOP

(#10M)BAR

WATERSTOP NOTES:

1. HOLES PERMITTED IN THE OUTER 1/2" (13 mm) OF THE WEB FOR WIRE, RINGS, ETC. TIE WEB TO#3 (#10M) REBARS EACH 16" (400 mm) MAX TO SUPPORT THE WATERSTOP IN POSITION DURINGPCC PLACEMENT OR SUBMIT ALTERNATIVE TO ENGINEER FOR APPROVAL.

2. WATERSTOP SHALL HAVE 5 OR MORE PAIRS OF RAISED RIBS TO PROVIDE 0.1 SQ IN (65 mm2)MINIMUM RIB CROSS—SECTION AREA ON EACH HALF OF THE WATERSTOP



10"(250 mm

10"(250 m

COL

~s

/nAPPROXIMATE F~

- _~

RETURN WALL

LOLL

WALL DRAINAGEWHERE GUTTER NOT REQUIRED

PLAN-OFFSET WALL PLAN-CONTINUOUS WALL

.DRAIN THROUGH RETURN WALL

~ FL

TOP OF WALL

SECTION A—A

RETURN WALL

TOP QF WALL

RETURN WALL~ ~

12" ~ CURB DRAIN .PER(30Q mm) SPPWC 150. OR 1 S1

TRANSITION

MIN 4" (100 mm} PLASTIC PIPE

CURB DRAIN AREA SHALL BE AT LEAST THATWALL GUTTER OUTLET 0~ PIPE FROM WALL GUTTER

TO FACE OF WALL WALL GUTTER OUTLET TO CURB

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDAR6 PLAN

617-3SHEET 5 OF B

REINFORCED CONCRETERETAINING WALL DETAILS

24~ z 3"x12° (75 x 300 mm) OVERFLOW~~00 mm) ~ SCUPPER WHERE SHOWN

z E 5" ~ ON PLANS

~ E 75 mm (125 mm) ~ 3~~

S~~p T °o (3002mm) o GRATE (50 mm) (75 mm)

F ~v 2u v

q`s Sp (50 mm) ~

(25 mm) ~ PLASTIC PIPE

E ~ >°~g WALL DRAIN DETAIL

GUTTER`~ 4" ELEVATION

(100 mm)

TYPICAL GUTTER DETAIL

6°x14" (150 x 350 mm) STD PIPE

6-3/4"x10" (20 x 250 mm)SLOTS IN PIPE,

~ EQUALLY SPACED5 x 7" REINF - ~#16M x 175 mm) ~ NTACK WELD TO TOP OF PIPE;END FLUSH WITH PIPE

3" 75 mmRECESS FOR PIPE

- GRATE DETAIL1" MIN ~' ~ SIZE TO FIT STANDARD HUBS

25 mm

12" MIN ~-PLASTIC PIPE300 mm)

WALL DRAIN WITH PIPE DOME



.-.EE

k 0#5 J~ c°v ~

12..

(#16M 24~ v ~ 300) RET WALL~ .-. (600 mm) REINFE ~

fco o #5 ~ ~ ~ 12"

M ~(#16M o ~ 300)

(# 6M 4 ~. ~ 400) v 3

(600 mm)RET WALL 1 (75 mm)

'~E

REINF (300 mm)#5 (#16M) EXPANSION JOIN

(# 6M~N oo ~ 400) #5 (#16M) #5 ~ ~ 16"TOTAL 3 +12"

co TOTAL 3 (#16M~ a ~ 400)(300 mm)

12~~ (~16M X6400) ~ *OMIT WHEN EXPANSION JOINT(300 mm) IS NOT REQUIRED

FGNEAR SIDE

PLANRETURN WALL TYPE "D"

2-#5 (#16M) ~~

FGNEAR SID

OF WALL, LEVEL36' LOL

900 m )

— — - 2-#5 (#16M)TOTAL 4

~ — ~I-

L_1~_

~-~-

ELEVATION

RETURN WALL TYPE "D"USE WHERE H=6' (1800 mm)

OR LESS

METRIC REINFORCING BARSPACING IS IN MILLIMETERS

PLANRETURN WALL TYPE "A°

~TOP OF WALL, LEVEL~ ~ L = 14' MAXI ., ,~~

'5 ~ 16"#16M ~ 400)

ELEVATION

RETURN WALL TYPE "A"USE WHERE H=8' (2400 mm) OR LESS



.-.E

IN Q#5 Jr' ~ C~ 12"(#16M 24" " ~ 32E

(600 mm)

E ~ 12"(#19M ~ °o ~ 325

(300 mm

(300 mmEXP JT

2-#5 (#16M)

FGNEAR SIDE-~

18" MIN450 mm

(75 mm5' MAX1500 mm

EE

~RET WALL #~ ,~`~ N ~ 16" .REWF (#~6M 24~ ~@ 400j(600 ̂ m)

#5 t#~s~) ~#~sM~ ~ ~ 400)TOTAL 3(30C? mm)

#5 ~~~16" E#16M ~ CAD 400) ~5 ~ ~ ~ 76"

~ (#16M o t~ 400)v ~

*OMIT WHEN EXPANSION JOINTIS NOT REQUIRED

PLANRETURN WALL TYPE "8"

TOP OF WALL, LEVEL

mm)

t- ~ '-t~ -I-'-

~~'1S

I~ 'f='

I I~-

-~- —~— --~ -1-~- -

N

_I _7~

I I I~T -I

i2" MIN OFFSET300 mm

6' MAX1800 mm

LOL

ELEVATION

RETURN WALL TYPE "B"USE AT QFFSET WALLS WHEREH=10' (3D00 mm) OR MORE

METRIC REWFORCING BARSPACING IS IN MILLIMETERS

'FRET WALLi~ REINF

,~5 {#16M)TOTAL 3

*3°(75 mm)

XP JT2„

(300 mm)

PLANRETURN WALL TYPE "C"

2-#5 (#16M) ~~ L 10` MAX(3000 mm) LPL

~/' A1CAD CII1C

~5 C~9 16'~6M C~ 400)

ELEVATIOM1J

RETURN WALL TYPE °` C".USE AT STRAIGHT WALLS WHERE

H=10' {3000 mmj QR MQRE

~ ~.

00)

STAND,~#RD PLANS FOR PUBLIC WORKS CONSTRUCTIONSTANDARD PLAN

617-3REINFORCED CONCRETERETAINING WALL DETAILS BEET 8 OF $

#5TO

JI0J

2-#5 (#16M)fBUNDLED

#5 (#16M)~

7 5 8"E (194 mmz E~ 0 2-#5 (#16M)~- oN~ #5 (#16M)~

#5 ~ 16" 11 5 8..

(#16M ~ 400}~~5 mm

~I t a ~~n J EN ~ ~

v M v

2° (50 mm) CEMENTMORTAR CAP

—MASONRYSTEM

CLEARmm

J a

LOADING CASE I OR IIPER SPPWC 617

J0J

(194 mm)

2-#5 (#16M)—~

°o2~~ ~

LEAK ~ E~~

~ BUNDLED

"'ao

FINISHED GRADE

`J

~~

_

EEN

~~, m #5 ~ 16"

E 6~~ OPTIONALE 150 mm) KEY

CO O ~ W 2u

' MINDO mm

(#16M ~ 400 (200 mm)

1 1 2"(40 mm)

W

TYPE A

GUARDRAILWHERE REQUIRED

J

J

NO SPLICES ALLOWEDIN aO,Qb OR cOBARS

F- W -i


W

~~~

(#16M)TAL 5


PROMULGATED BY THE STANDARD PLANP~B~° "~"S ~""°,~°5'"°.


MASONRY RETAINING WALL C ~ QV Q


FINISHED GRFRONT FACE

CEMENT MORTAR

H=3'-4" (1020 mm)

i ~

H=4'-8" (1420 mm'

i i i

H=6'-0"(1830 mm)

EXPANSION JOINTEA 100' (30 m) MAX

i i

16" EXTEND CAULKING(406 mm 6" (150 mm) BELOW

FINISHED GRADEOMIT MORTAR FROM VERTICAL JOINT IN FIRST COURSE ABOVE FINISHEDGRADE AT 2'-8" (813 mm) CENTERS FOR WEEP HOLES. FILL ALL CELLS WITH GROUT.

FINISHEDGRADE,FRONTFACE

1/4" (6 mm) PREMOLDEDEXPANSION JOINT FILLER

I.HULI~IIV U- - I MIIV

(25 mm)

SECTION A-A

H=6~-0" H=4'-8" H=3'-2°(1830 mm) 1420 mm (1020 mm)

~' \ ~

#5 ~#~6M) ~~ E

-J N O

#5 ~ 12 24a o

~~

(#16M ~ 300) 600 mm) ̀~

ELEVATION

FOOTING STEP DETAILS

~ LOL


618-3MASONRY RETAINING WALLSHEET 2 OF 3

TYPE A WALL

DESIGN H 3'-4" 4'-0" 4'-8" 5'-4" 6'-0"(1020) (1220) (1420) (1630) (1830)

W 3'-2" 3'-6" 3'-10" 4'-2" 4'-6°(1000 mm) (1100) (1200) (1300) (1400)

aOBARS #5 ~ 16" #5 ~ 16"(#16M ~ 406)(#16M ~ 406)

bOBARS #5 ~ 16" #5 ~ 16"(#16M ~ 406)(#16M ~ 406)

OBARS #5 ~ 16" #5 ~ 16" #5 ~ 16"(#16M ~ 406)(#16M ~ 406)(#16M ~ 406)

TYPE B WALL

DESIGN H 3'-4" 4'-0" 4'—S" 5'-4" 6'-0"(1020 mm) (1220) (1420) (1630) (1830)

W 2'-8" 3'-0" 3'-4" 3'-8" 4'-0"(850) (950) (1050) (1150) (1250)

aOBARS #5 ~ 15" #5 ~ 15"(#16M ~ 375)(#16M ~ 375)

OBARS #5 ~ 15" #5 ~ 15"(#16M ~ 375)(#16M ~ 375)

c BARS #5 ~ 15" #5 ~ 15" #5 ~ 15"(#16M ~ 375)(#16M ~ 375)(#16M ~ 375)

e BARS #5 ~ 15" #5 ~ 15" #5 ~ 15" #5 ~ 15" #5 ~ 12"(#16M ~ 375)(#16M ~ 375)(#16M ~ 375)(#16M ~ 375)(#16M ~ 300)

DESIGN DATA (SEE SPPWC 617 FOR PCC, STEEL, AND OTHER SOIL DATA)

fm = 500 psi (3.5 MPa) f'm = 1500 psi (10.5 MPa)

REQUIRED SOIL BEARING CAPACITY 2000 psf (95 kPa)

1►[~~1~~




618-3MASONRY RETAINING WALLSHEET 3 OF 3

6'-0' C1.83 n)

~3 (~10N) HOOPS, TOTAL 3, I ~~WE1D TO ~3 (~10A1) LDNG tD ~

i i_ — L _ — — _ — — — —I— _ — — — — — — ~ _ _

DETAIL OF STRECHER1/2' (13 mm) GAP TO BE AWNTAINmUNT1L BACKFlLL IS COAIPLEfED

r--~~ ~ 3 (~10M)DCi

f ~ T J — — —}\ _ _ _ —

~_ — — — _ _I

EE

1 4• 1/2' (13 mm) CNAAIFER

~6 ~~ N

6'-0' (1.83 n) 0R 8'-0' (2.44 n)

J'3~ 0.99 m~

4 _2 ~~~ m-,~I _5~-1' 1.55 m3 -~~-0' /~ o~

CIE~ E

DETAIL OF HEADER

1 4'N EE ~b 1'IA~

N ~

_ — ~ £I I

D

—i{ 1~1

~^ 1AN

EN E

c

N v

E

'~J

If]

~~ _ ~a

3x

10'_p 3~ N

-~'-s• i~ .. m x .

~I~ON ̂

2' C610 nn) NIK

(13 mm) CHAMFER

6' (152 nn)

(254 nrJ

CL TO HOOP - TYP,

3 (~10A1)DC

8'f mm

,I;I

10'(z54 nn)

I, ,II; ;I

S ~~'~~ ~ ~~~Q~~

i~~m

°'~-.x '- EoxEK~

~N•J ~

TYPE A TYPE BWALLS 9'-8" (2.95 m) OR LESS IN HEIGHT WALLS BETWEEN 10'-7" (3.23 m)

AND 15'-2" (4.62 m) IN HEIGHT


PROMULGATED BY 7FiE STANDARD PLANPUBLIC WORKS STANDARDSINC. REINFORCED CONCRETE CRIB WALL /~/~GREENBOOK COMMITTEE 619 ~ L~1984


NAXINUAI EAIBANKAIEM ~~ ~.ROADWUNSUPPORTED SLOPE E = GRADEHEIGHT AT ~ ~, o ~FND OF WALL 6'_n•

~10'x6'x10' 254 x 152 x 254 mm)BLOCKS AT D OFEACH FOUNDATION SfftEfCHQt

WALL LAYOUT DETAILS GR~ADEAY ~

S

E~IBANIOJQQT ~ E 3SLOPE\ E_LV p~

~p ~_ • "~L~ ro ~_ '83 ~ 11'-6' 3S1 m) E vri

~E I _ =-_ "~

12'-5' J78 m) ̂ x

E _~ ~ ~ ~ 13'-4. 4.OG m " 'Nd

ro

(1.27•m~ ~ ~ ti ~~~_ 14-3' 1,3y m) N x

,~ ,. m .''°'. -- V_

16'-1' 5.18 ~ ~ ^'

`~ 7`~ ~ ~ 1Y~• 5.46 m) ~~~

~o'—r(3.23 m

76'-1'(4.90 m) x

ro3 bx

~~-8' ~

m~~'6~ 6.86 m) ~ ~

I~'S~ 7.14 m) ~ ~~L,

24'-4 .42 m~ ~ ~ ~'5'=) ~~

~~

8.26 ~ L

8.53 m r

$81 m L .l.

m . _•~

~3 ..

-~~

x

.~E _

~ ~ ~ 0x6'"' °' 610 'mm AIIN 152 mm~

~~

N

~,

x ~

3Ì x

i~l k ~ c

~ O

1 X ~

m ~2~;r.W y~

C

8 xs~ X20.352 mm) S7RF

TYPE C

~~'~1

-~'1

WALLS BETWEEN 16'-1" (4.90 m)AND 20'-8" (6.30 m) IN HEIGHT

J~ ~J g N y

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X

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(762 nrJ MIN. 16-9' (4.98 NU - END SIDE

TYPE D ~' ° DETAIL OF FILLER BLOCKWALLS BETWEEN 21'-7" (6.58 m)AND 29'-10° (9.09 m) IN HEIGHT


REINFORCED CONCRETE CRIB WALL 619-2

NUMBER O

F UNITS

REQU

IRED

FOR

ONE

INT

ERME

DIAT

E 6' (1.83 m) PANEL OF

H~IG

I~TS

AS SHOWN

IN S

HEET

S 1 & 2

'V m

FRON

T CRIB

1ST ANCHOR C

RIB

2ND ANCHOR

CRIB

ONE

COMP

LETE

PANEL

Z~'

HEIG

HTHE

ADER

SST

RETC

HERS

BLOCKS

HDRS

.ST

RETC

HERS

HDRS

.STRS.

HEAD

ERS

STRE

TCHE

RSBLOCKS

O

D o D 0

~F

WALL

g "x5

"(203 x

129 mm)

10"x

5"(2

54 x

129 mm)

6'x6"

(152

x152 mm)

8"x6"

(203

x15

2 mm)

1D"x6'

(254

x15

2 mm)

10"x

6°x10"

(254 x 254

x 15

2 mm)

10'x5"

(254

x129 mm)

8"x6

"(203 x

152 mm)

10"x

6"(254 x

152 mm)

10"x

5"(2

54 x

129 mm)

10"x6"

(254 x

152 mm)

8"x5

"(2

03 x

129 mm)

10"x5'

(254

x129 mm)

6'x6

'(1

52 x

152 mm)

8'x6

'(2

03 x

152 mm)

10°x6"

(254

x15

2 mm)

10'x6'x10'

(254

x 254

x 15

2 mm)

(~

~3'-3" (0.

99 m

39

39

m Q n

y ~ O

4'-2" (1.27 m)

4»

NOTE

: US

E 8"

x6"

(203 x 152 mm)

STRETCHER

WITH

VERT

ICAL

WALLS

4~~

NOTE

: US

E 8"

x6"

(203 x 152

mm)

STRETCHER

MATH

VERT

ICAL

WALLS

5'-1' (1

.55 m)

41

134

>13

6'-0" (1.

83 m)

42

154

215

6'-11" (2.

11 m)

43

174

3~7

~7~-1

0" (2.

39 m)

44

194

419

Zc

8'-9° (2.

67 m)

45

174

45

174

~9'-8" (2.

95 m)

46

176

46

176

n10' -7" (3.

23 m

47

179

14

717

91

g11

~-6" 3.

51 m

48

1711

14

817

111

~12

~-5" 3.

78 m

49

1713

24

917

132

~13'-4" 4.

06 m

410

1715

34

1017

153

14'-3" (4.

34 m)

411

1717

44

1117

174

O15'-

2" 4.

62 m

412

1719

54

1217

195

~16'-1°

(4.

90 m)

413

1711

106

74

1917

1610

~17'-D" (5.

18 m)

414

1711

127

84

2117

1912

C n17' -11" (5

.46 m)

415

1711

148

94

23

172D

14

_~18

'-10

" (5

.74 m)

416

1711

169

104

25

1721

16

DZ

19'-9° (6.

02 m)

417

1711

181

1011

427

1722

181

~20'-8" (6.

30 m)

418

1711

20

211

124

29

1723

20

2

21'-7" 6.

58 m

419

1711

23

312

1D3

23

433

1721

29

3

22'-6" (6.

86 m)

420

1711

25

413

104

23

435

1721

32

4

23'-5" 7.14 m

421

1711

27

514

1 D5

34

438

1721

365

24~-4" (7.

42 m

422

1711

296

1510

64

54

4117

2140

6

25'-3" (7.

70 m)

423

1711

317

161D

75

64

44

1721

44

7

N26' -2" 7.

98 m

424

1711

33

917

108

67

447

1721

46

9

_ ~ a

27'-1" 8.

26 m

425

1711

35

1118

109

7B

450

1721

52

11m ~ z

~ ~ D

26'-0" 8.53 m

426

1711

37

1319

1010

B9

453

1721

56

13w

o28'-11" (8

.81 m)

427

1711

3915

20

1011

910

456

1721

60

15I

~

~29'-10

° (9

.09 m)

428

1711

4117

2110

1210

114

59

1721

64

17

N Z

30(9.14)

~T.

~ (7.62)ww

~' 20(6.10)

i.

_ (4.57)

JJQ

1~(3.05)

5(1.52)

~ ~~x

`,~~15

~o~~4~•

e0

o',,

~ ',5.

i ~ti~ .~-~

i~a V p / j

G,

~ ~ % 15'11 MAXIMUM ALLOWABLE SOIL BEARING~ / ~/~ ~

•0:~`~ CAPACITY FOR WALLS FOUNDED

~ ~`~~,~

ON EMBANKMENT OF 4 TSF(383 040 Pa).

,ti x~

~•~/

O.,i

° ̀! i

~y:~ti~ h./P;amp

e6Q

~ (95 X670) (1912520) (2873280) (3834040) (4785800) (5746560)FOUNDATION PRESSURE IN TONS PER SQUARE FOOT (Pa)

1:6 BATTERED WALL

DESIGN CRITERIA:

1. WALL BASE IN EMBANKMENT: A MINIMUM DEPTH OF 5' (1.52 m) OF EMBANKMENT AT 959 RELATIVE SOIL COMPAC110NIS REQUIRED BELOW THE BASE OF ALL WALLS IN ORDER TO CONSTITUTE AN EMBANKMENT CONDITION. NMEN 11iE FOUNDATIONPRESSURE IS BETWEEN 2.5 TSF (239 400 Pa) AND 4.0 TSF (383 040 Pa) EMBANKMENT BELOW THE WALL SHALLCONSIST OF STRUCTURAL BACKFlLL" MATERIAL. RELAl1VE COMPACTION SHALL BE 95%a

2. WALL BASE IN ORIGINAL GROUND: ALLOWABLE SOIL AT TOE OF WALL SHALL BE DETERMINED BY FOUNDATION SITEINVESTIGATION WALLS THAT ARE TO RETAIN CUT SLOPES SHALL 8E DESIGNED FOR LATERAL AND TOE PRESSURES DETERMINEDFROM SITE INVEST1GAl10N DATA. OVERALL STABILITY OF SLOPE WITH WALL IN PLACE MUST BE ANALYZED. IF ORIGINAL GROUNDSLOPES AWAY FROM TOE OF WALL, REDUCTION IN ALLOWABLE BEARING CAPACITY DUE TO SLOPE MUST BE CONSIDERED. WALLSSHALL NOT BE FOUNDED IN ORIGINAL GROUND HAVING AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1.5 TSF (143 640 Pa).CONSIDERAl10N SHOULD BE GIVEN TO REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL WITH"STRUCTURAL BACKFILL" MATERIAL. RELAl1VE COMPACTION SHALL BE 95%

3. DESIGN DATA: WEIGHT OF SOIL = 120 PCF (1920 k /m ). fOR 2~ (61D mm) LEVEL SURCHARGE WITH TRAFFlC LOADING, ANEQUIVALENT FLUID PRESSURE OF 36 PCF (1724 Pa~ WAS USED. EARTH PRESSURE FOR 1:2 (2:1) SLOPE AND 1:1 1/2 (1 1/2:1)UNLIMITED SLOPES DETERMINED FROM RANKINE'S FORMULA MATH 0 = 33'42'.


619-2REINFORCED CONCRETE CRIB WALLSHEET 4 OF 6

30(9.14)

.-.~ 25W (7.62)

L

`/

W

~ 20Z (6.10)

H2C,

= 15J ~4.57~

LE SOIL BEARING~J LLS FOUNDEDOF 4 TSF (383 040 Pa)

~0

(3.05)

5(1.52)

~ (95 X670) (1912520) (2873280) (3834040) (4785800)FOUNDATION PRESSURE IN TONS PER SQUARE FOOT (Pa)

VERTICAL WALL~~~

LEGEND FOR GRAPHS: ,,g ~ ~;~

A, B, C, D =WALL TYPE 2' (610 mm)TRAFFlC

25+T = 2' (610 mm) LEVEL SURCHARGE MATH TRAFFlC LOADING SURCHARGE

1:2 (2:1) = 1:2 (2:1) SLOPE ABOVE WALL~~~5~ (35.05 m) MAX. z 2S+T

1:2.5 (2.5:1) = 1:1.5 (1.5:1) SLOPE ABOVE WALL DIFFERENCE IN ELEVATION ~FROM TOE OF WALL TOTOP OF SLOPE. o

N

SOLJD LJNES INDICATED NORMAL RANGE OF WALL USE.UPPER END AT LJNE INDICATES MAXIMUM WALLHEIGHT FOR A GIVEN WALL TYPE AND LOADING.

DESIGN SURCHARGES

`ti~x'~

4 /~4%

p

~'k

~..G .G

,'/

MAXIMUM ALLOWABCAPACITY FOR WAON EMBANKMENT,~ ~`ti1,

~". ~`ti

..~.

•0

~1`ti•

~`~~'• P~,'L



DESIGN EXAMPLES:

EXAMPLE N0. 1

GIVEN: WALL HEIGHT 24' (7.32 m)1:2 (2:1) EMBANKMENT SLOPE TO BE RETAINED. BASE FOUNDED INEMBANKMENT.

SELECT: EITHER VERTICAL OR BATTERED "D° WALL. BOTH WALLS REQUIRE 5' (1.52 m)DEPTH EMBANKMENT OF 95% COMPACTION BELOW BASE. HOWEVER, FOR THEVERTICAL WALL WITH A FOUNDATION PRESSURE OF 3.0 TSF (287 280 Pa)EMBANKMENT MATERIAL MUST BE "STRUCTURAL BACKFILL'(SEE DESIGN NOTE 1)

EXAMPLE N0. 2

GIVEN: WALL HEIGHT 20' (6.10 m)1:2 (2:1) CUT SLOPE TO BE RETAINED. FOUNDATION SITE INVESTIGATIONINDICATES LATERAL PRESSURE FROM MATERIAL ABOVE WILL BE EQUIVALENTTO 1:2 (2:1) EMBANKMENT SLOPE, AND THE ALLOWABLE SOIL BEARINGCAPACITY IS 2.5 TSF (239 400 Pa).

SELECT: BATTERED "C" WALL. ALSO A VERTICAL "D' WALL CAN BE USED. BYINCREASING THE ALLOWABLE BEARING CAPACITY OF THE ORIGINAL GROUND(SEE DESIGN NOTE 2), A VERTICAL "C° WALL CAN BE USED.

EXAMPLE N0. 3

GIVEN: WALL HEIGHT 9' (2.74 m)2' (610 mm) LEVEL SURCHARGE WITH TRAFFIC LOADING TO BE RETAINED.BASE FOUNDED IN EMBANKMENT.

SELECT: BATTERED "A" WALL OR VERTICAL "B" WALL. IF VERTICAL "B"IS USED, THE ACTUAL HEIGHT OF THE WALL WILL BE 9'-8' (2.95 m).THE FIRST STEP IN THE WALL WILL BE 7'-10" (2.39 m), WHICH IS THELIMITING HEIGHT OF THE "A° WALL FOR THE 2S+T SURCHARGE. AMINIMUM OF 2 COURSES OF S' (2.44 m) HEADERS IS PROVIDED.

DESIGN CRITERIA:

1. WALLS 12'-5° (3.78 m) OR LESS IN HEIGHT MAY BE CONSTRUCTED WITH NO BATTER.

2. UNITS SHOWN IN TABLE ARE FOR INTERMEDIATE PANELS. IN COMPUTING A WALLOF SAY 7 PANELS,ITIS NECESSARY TO REMEMBER THAT 7+1 OR 8 VERTICALROWS OF HEADERS ARE REQUIRED. IN ADDITION, ANOTHER VERTICAL ROW OFHEADERS MUST BE ADDED WHENEVER, IN CASE OF LONG WALLS, THE WALL IS"BROKEN" AT PANEL POINTS OF APPROXIMATELY 96 FEET (29.26 m). TABLE OFNUMBER OF UNITS REQUIRED APPLY TO BATTERED WALLS.

3. FOR BATTERED WALLS, STEPS IN WIDTH ARE TO BE MADE AT THE WALL HEIGHTSSHOWN ON THIS SHEET WHEN THE NEXT LOWER LEVEL CONSISTS OF AT LEAST 2COURSES OF HEADERS. FOR VERTICAL WALLS, STEPS IN WIDTH ARE TO BE MADEAT THE LIMITING TOTAL HEIGHT FOR EACH WALL SHOWN ON THE GRAPHS ON THEDESIGN DATA SHEET PROVIDING THE NEXT LOWER LEVEL CONSISTS OF AT LEAST2 COURSES OF HEADERS.

4. f~ = 3250 PSI (22 392 kPa), fy = 40,000 PSI (275 600 kPa).



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PROMULGATED BY THE STANDARD PLANPUBIJC WORKS STANDMDS ING

GREENBOgC COMMITTEE STEEL CRIB WALL /'~O~ /'~1093

CV ̀ L

REV. 1996, 2009

SHEET t OF 7USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

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FOR

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40(12.19)

35(10.67)

30(9.14)

(7.62)

a 20(6.10)

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153 (4.57)

10(3.05)

5(1.52)

EXAMPLE N0. 1

1

1~

ti E

a2 ~ 'S

v ~ ~ ~

m ~'g

MAXIMUM ALLOWABLE SOIL BEARINGCAPAgiYEMBANKMENT

FOR WALLSIS 4

FOUNDED INTSF (383 040 Pa).

Q

ti P

(95 760)~1912520~287328013834040f478580015746560¢670~3201766$080)l l t

FOUNDATION PRESSURE IN TONS PER SQUARE FOOT (Pa)~ •~ aerrrRrn wsi i

DESIGN EXAMPLES

GIVEN: WALL HEIGHT 24' (7.32 m).1:2 (21) EMBANKMENT SLOPE TO BE RETAINED.115' (35.05 m) MAXIMUM FROM TOE OF WALL TO TOP OF SLOPEBASE IN EMBANKMENT (5' (1.52 m) DEPTH MIN.).

SELECT: 1:6 BATTERED WALL VERTICAL WALL NOT PERMITTED. 'D~ WALL SELECTED.

OF3i5 ~TURTBACK~Fl L'A(SEE2DESI~7N3NOTE 1TMA DRAINAGE SYSTEM BEH~NDNlIiISSWALL WILL5 E REQUIREDESS

EXAIAPLE N0. 2

GIVEN: WALL( HE)IGHT 29' (8.84 m).

MAi~RIAL ABOVE WILL BE EQUIVALENT T0~1: pDA2 ON

~B~K~EN GSLO E I B SE~N X AVAl10N LEVELEAT~~ EOF WALL FOUNDATION INVESi1GATI0N DElERMIN~S THE ALLOWABLE SOIL BEARING CAPACITY AT 3 TSF (287 28D Pa).

SELECT: BATTERED 'F' WALL MAXIMUM HEIGHT AT 4 lSF (383 040~Pa) IS 29' (8.84 m), 1HERffORE 1HE REPLACEMENT OF5 FOOT 1.52 m) EXCAVAl10N WITH 'STRUCTURE BACKFlLL Tb INCREASE THE AVOWABLE SOIL BEARING CAPACITY TO4 TSF (~83 040 Pa) IS REQUIRED (SEE DESIGN NOTE 1). A DRAINAGE SYSTEM FOR THIS WALL SHOULD BE INVESTIGATED.

EXAUPLE N0. 3

GIVEN: WALL HEIGHT 15' (4.57 m).1:1.5 (1.5:1) EMBANKA~ENT SLOPE 18~ (5.49 m) ABOVE TOP OF WALL TO BE RETAINED BASE ON ORIGINALGROUND FOUNDAl10N INVESl1GAT10N DETERMINES ALLOWABLE SOIL BEARING CAPAgTY AT 2 TSF (191 520 Pa).BAS IN EMBANKMENT (6' (1.52 m) DEPTH MIN.).

SELECT: LOADING CONDIl10NS INTERPOLATED AS BETWEEN 1:1.5 (1.5:1) AND 1:2 (2:1) EMBANKMENT SLOPE.USE A TYPE 'B' BATTERED WALL OR A TYPE ~C~ VERTICAL WALL HOWEVER IF THE TYPE ~C~ WALL ISUSED 5' (1.52 m) OF DCCAVATION MUST BE REPLACED TO INCREASE THE ALLOWABLE SOIL BEARINGCAPAGTY TO 4 7SF (383 040 Pa). (SEE DESIGN NOTE 1).


620-2STEEL CRIB WALLSHEET 3 OF 7

T1.1

1'1

r 1 ~~ c D r r

D Z 0 D 0 r D Z ~1 0 C W r n O n O Z .Z~1C n Z

w D

N Z

0 vD

I

~ vNrD Z

30

(9.14) 2

(7.6

2

(6.10)

z

(4.57 10

(3.05) 5

(1.52)

A E

4 f

~ ~

5

k~

C6

~0

8

e`MAXIMUM ALLOWABLE S

OIL BEARING

INEMBANKMENT IS 4 TSF (383 kPa

).

1 3

5

7(9

5 760)~191Z520f287 280

1383

4040

478 80

0~57

4656

0f67

0 32

0176

6808

0)1

lFO

UNDA

TION

PRESSURE

IN TON

S PE

R SQUARE FOO

T (P

a).

VERTICAL WALL

SURC

WIRG

E

~~

~2' (610 mm) AI

IN.

SURCHARGE

1:2 (2

:1)

WffH

FlNf1E~

SURCHARGE

1:1.5 (1.5:1)

MIfI

H Fl

NfIE

~SU

RCFN

RGE

wu.~

oN

1:6

`~y v

~ ̀~.l

BATTERO

c'O

O3

1:L5

2S1:

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(1.5

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O'~~l

~• ̀~~l

v~nrxO

N~

6O

2S~

1:2 (2:1)

(1.5:1)

•115' (35.05 m) MAXIMUM DI

FFER

ENCE

IN ELEVATION

FROM TOE TO WALL TO TOP OF SLOPE

A,B,C,D,E,F =WALL TYPE

~ INDICATES 2'

(610 mm) MIN. SURCHARGE ABOVE 'ROADWAY GRADE"

LEGEND FOR GRAPHS

UPPER END OF LIN

E IN

DICA

TES MAXIMUM WALL HEIGHT

FOR A G

IVEN WALL TYP

E

DESIGN CRITERIA:

~, WALL BASE IN E~AeANKMENT: A

MINIMUM DEPiH OF 5' (1

.52 m) OF EMBANKMENT AT

95x REUiIVE SOIL CO

MPAC

TION

IS RE

QUIR

ED BELOW THE BASE Of ALL

WALLS I

N ORDER TO

CONS

TITU

TE AN EMBANKMENT CON

DITI

ON. WHEN THE FOU

NDA7

10N PRESSURE I

S BETWEEN

2.5 TONS/S.

F. (239 400 Pa) AND 4

.0 TONS/S.F. (383 040 Pa), EMBANKMENT BELOW 1HE WALL

SHALL CON

SIST

OF'STRUCTURE BAC

KFlL

L' MAT

ERIA

L AS SET FORTH I

N SECTION 300-3.5 OF THE

STANDARD SPE

CIFl

CAiI

ONS THE

LIMI

TS OF RELATIVE CO

MPAC

TION

(959

SHALL BE AS SET FORTH

IN S

ECTION 300-3.50F THE STANDARD S

PECI

FlCA

iION

S.

2, MALL BASE IN ORIGINAL GROUND: ALLOWABLE SOIL PRESSURE AT TOE OF WALL SHALL BE

DETE

RMIN

ED BY FOU

NDAT

ION

SITE INV

ESTI

GATI

ON. WALLS THAT ARE TO RET

PJN CUT SLOPES

~IALL BE DES

IGNE

D FOR LATERAL AND TOE PRESSURES DET

ERMI

NED FROM S

ITE INVES11GAilON

DATA. OVERALL STA

BILITY OF SLOPE N

7iH WALL I

N PLACE MUST BE ANALYZED. IF OR

IGIN

ALGROUND SLOPES AWAY FROM TOE OF WALL, RmUCT10N I

N ALLOWABLE BEARING CAP

ACIT

YDUE TO SLOPE MUST BE CONSIDERED. WALLS SHALL NOT BE FOUNDED I

N OR

IGIN

AL GROUND

HAVI

NG AN ALLOWABLE BEARING CAP

ACIT

Y OF LES

S THAN 1

.5 TONS/

S.F. (143 640 Pa)

.CONSIDERATION SHWLD BE GIV

EN TO REMOVAL AND REPLACEMENT OF UNSUITABLE MA

TERI

ALWITH 'STRUCTURE BAC

KFlL

L~ MATERIAL R

ELATIVE COMPACTION SHALL BE 95X

3. DRAINAGE:

A. INT

ERNA

L: SE

CTIO

N 300-3.5 OF 1HE STANDARD S

PECI

FlCA

TION

S.B.

EXTERNAL• IF 1HE COMBINED HEIGHT OF WALL AND O

VERF

lLL (MEASURED ALONG FACE OF

OF WALL AND VERTICALLY FROM THE TOE OF F

lLL TO TOP OF FlL

L) EXCEEDS

25' (7

.62 m). A SYSTEM TO DRA

IN WATER AWAY FROM THE BACK FACE OF WALL

SHALL BE PRO

VIDE

D. THE TYPE AND EXTENT OF IRI

S SYSTEM WI

LL DEPEND ON

THE TPE OF BAC

KFlL

L MA

TERI

AL D~ECiED TO BE USED, 1HE COMBINm HE

IGHT

OF WALL AND BAC

KFIL

L, AND THE LOC

ATIO

N OF THE WATER TAB

LE I

N THE ARE

A.

4, SLOPING SURCHARGE L

IMITA110NS:1►{E

MAXIMUM HE

IGHT

OF F

lLL BE

HIND

ANY WALL,

OF FAMILIY OF WALLS, SHALL NOT EXCEED 1

15' (35.02 m) (MEASURm VERTICALLY FROM THE TOE

OF THE BOTTOM WALL TO THE TOP OF F

lLL BE

HIND

1HE UPPERMOST WAL

L). FOR A FAMILY OF WALLS

THE SLOPE OF A L

JNE DRAWN FROM THE TOP OF 1}I

E FRONT FACE OF BOTTOM WALL TO THE TOP

OF THE FRONT FACE OF ANY INTERMEDIATE OR TOP WALL, IN NO CASE EXCEED 1

:1.5 (1.

5:1)

.

5, LA

AlER

IAL SP

ECIF

lCAT

IONS

:

STEEL SHEETS:

AASHTO M218

45,0

00 ULT

IMAT

E33

,000

YIELD

20% ELONGATION

BOLTS: ASTM A307 GRADE A

.

D Z O D O

VI ~ r D Z

r ~O ZJ

♦/ ~

T C

/V ~ r n

c O

D r ~O Z C n O Z

D

NZv

O I~

NZ

CURVATURE CHART - 1

TO 6 BATTER

THIS DATA, OMI

TTIN

G HEIGHT RES

TRIC

TION

S, CAN

BE USED FOR VERTICAL WALLS

Type

'A' BAS

E WI

DTH 5.5

Type 'B'

BAS

E WI

D1H 7.7

Type

'C' BAS

E WIDTH

9.9'

Type 'D'

BAg WID1H 121

Type 'E'

BASE

IMD

1H 14.3'

Type 'F' BA

SE ND1

H 16

.5DESIGN

1.7m

2.4m

3.Om

3.7m

44m

5.Om

r-METHOD 1~

0' to 0'26'

0' to 0'20'

0' to

0'14

'0' to

0'12

'0' to 070'

0' to

0'8'

~

METHOD 2~ ?

4'59' to 5'25'

3'34' to 3'54'

2'47' to 3'

01'

2'16

to 2'28

1'55' to 2'05

1'18' to 1'

26w _

36' (11.0)

E 32' (9.8)

w 28' (8.5)

w Z 24' (7.3)

~ 20' (6,1)

x

,~w 16' (4.9)

12' (3.6)

o

B' (2.4) o

4' (1.2) ~ 2

ò

I METHOD 2 I

I ̀

o0

METHOD 2 0 0

0 0

~ o

4 6 9 12 ~~ 3 4 6 9 12 ~~3 4 6 9 12

~~

LS EA

w ~ CELLS EA

w ~ CELLS EA

W ~

~R PANE *

~

SHOR PAN * ~

SHOR PANE ; ~

4 6 8 10 1418 4 6 8 10

14 20

26 6 8 10 12

26 20

30

35 7

i 10

5 3

15 10

5

2 10

5

2

8

36~ (1

1.0 m)

32' (9.

8 m)

28' (8.5 m)

24~ (7.3 m)

20' (20.1 m)

~ ò

~ ò16' (4.9 m)

2E0

METHOD 2

MM

12' (3.7 m)

0 0

0°o

08' (2.4 m)

12~~3

468

12~~34

68

12~

W~

CELLS

AWf

CELLS EA

W4~ (1.

2 m)

VELs~

SHOR

PANEL*~

SHOR PANEL*~

2530

408 10

142D

30 405

08

16 24 32

40

48

56

EXAMPLE- To bu

ild a Type "D" w

all 20.00' (6.1 m) hig

h on a 1400' (425 m) rad

ius

curve, use Method 2 w

ith one set of sh

ort

stri

nger

sin

each

rou

of f

ive

anel sections.

METHOD 1

DEFLECTION

METHOD 2

METHOD 3

METHOD 4

ANGLE

SPEC

IAL

CORN

E

SHORT

FACE

STRI

NGER

USE NORMAL PLA

Y IN

BOLT HO

LES OF STA

NDAR

DPA

RiS.

MAXIMUM D

EFLE

CTIO

N SH

OWN

AT TOP

OF TAB

LE CAN BE OB

TAIN

m AT EACH CO

LUMN

USE SH

ORT PA

NEL SE

CT10

N5 9'-6' (2

.8 m)

USE ST

RING

ERS

FlELD CUR (W

ITH SABER SAW)

IN V

ERTICAL OR

BATfERm W

ALLS

. CHART SHOWS

FACE OR RE

AR)

IN A

DDIT

ION TO

PUY I

N BOLT

AND D

RILLED TO F

lT WAL

L DIMENSIONS AS I

T IS

SMAL

LEST

RADIUS

WHICH CAN BE USFD FO

RHO

LES CURVATURE CHART INDICATES NUMBER

ASSF

IABL

ED. ANY RAD

IUS CA

N BE FlT

TED ON

EACH DESIGN OF WAL

LOF BIN

S IN

EACH GROUP, INCLUDING A

MODI

FlANY HEIGHT OF WALL, BAT

TERE

D OR V

ERTI

CAL,

BIN, NEC

ESSA

RY TO

BUILD A CU

RVED

WAL

L AT A

GENE

7tAL

LY STA

NDAR

D PA

NELS

ARE

USED

REQUIRm HOGHT AND RADIUS.

BETWEEN

FlE1

D CUT PAN

ELS.

WITH VERY SHORT

USE SPEgAL SHOP FAB

RICA

TED CO

RNER

RADI

I THE SPAgNG OF THE

TRA

NSVERSE

SECTIONS CAN BE SHO

RTEN

ED 50 1HAT TWO

CONN

ECTI

ON P

IECES. BAT

TER,

H~GHT, ANG

LE,

TURN, AND BAS

E WI

DTH DETERMINE TH

E DI

RECT

ION

PUCES CAN BE CUT FROM EACH

STRI

N(~R

.OF DIMENSION L

IMITAilONS A

PPLI

CABL

E ON T

HIS

RIGH

T ANGLE TURNS I

N VE

RTIC

AL WALLS CAN BE MADE BY STA

RTIN

G A NEW WALL AT THE

THIS

MET

HOD

IS APP

LICA

BLE TO

LARGE SIN

GLE

METH

OD. UA

NUFA

CTUR

ER SHOULD BE CONTACTID

REAR OF THE FlRST WALL AND U

SING

THE END TRANSVERSE SECTION FOR A FACE PANEL

DEFLECTIONS.

BEFO

RE D

ETAILING D

ESIGN FO

R A

SPEC

IFlC

TUR

N.RE

AR STR

INGE

RS ARE OAIITfED AND I

T MAY BE

NECE

SSAR

Y TO

INCREASE TH

E BASE WIDTH

RIGHT ANGLE TURNS I

N BATTERED WALLS CAN BE MADE BY ERE

CTIN

G ONE COMPLETE B

IN VERTICALLY I

N THE CORNER.

OF ADJACENT BI

NS TO PROVIDE NEEDm

sTae

iurr

. nits M

oo i

s nra

a~~

RNan

vEFO

R ME

THOD

3.

NOTE -USE GRAPHS SHOWN ON STEEL CRIB WALL SHEEP N0.

3 TO DEfQtMINE BASE W

IDTH

TO HEI

GHT RA

T10 FOR 1HE V

ARIO

USSURCHARGES ON BOTH VE

RTIC

AL AND BAT

TER

WALLS.

NOTE: THI

S TA

BLE

APPL

IES ON

LYTO

STANDARD PA

NEL SECTIONS AND

INCL

UDES

UNf

TS FOR

BOT

H FRONT

AND

REAR

OF A 10 ELE

MENT

OF

WALL

.

UNITS REQUIRED PER TRANSVERSE SECTION

UNIT

S RE

QUIR

EDPER PA

NEL SE

CTIO

N

(~

WALL

HEIG

BEAR

ING

PLAT

EFR

ONT

HEIGHT

COLUMN

IN F

EET

METERS

REAR

COLUMN

HEIGHT I

N FE

ET METERS

v~~

SPAC

ERS

THIC

KNES

S k L

ENGT

HBOTTOM

THIC

KNES

SSPACERS

do L

ENGTH

STRINGERS

~~RW~

~,Z~

H~~

16"x

22'

~1.m L~~ O~~n 28mm

2.8 mm 28 mm

L6~iiwn ~ mm20 mn 28m b mm 28~m

1.6mm 20

mm 2Bm S mm

ST F

(406 x

1ST

2ND

3RD

TOTA

L1ST

2ND

3RD

TOTAL~~

~w~

n5

7.4

9.6

119

14.

1&2

54

611.8

4.0

16.2

9.5

9.5

9.5

9.5

9b~m~

559 mm)~~

~~

LIFT

HEIG

FIT

LIFT

LIFT

L1FT

H~GFfT~ zr~~ ~

o~ o

M~(2$

Do~

~. ~

ra~~ m

225 m

293 m

3.60 m

427 m

x.94 m

1.58 m

2.Z5

m2.93 m

3.6~

m42

7 m

4.94 m

289 m2~ m

1.~ m

2.BB m2~ m

002

400

4.00

1.33

1.33

5.33

~~

4~

00A p

1.22

1.22

1.22

0.41

0.41

1.63

1.22

33 1.62

25.33

1.62

5.33

1.62

2.67

D.81

2.67

0.81

8.00

2.43

~~

~6

~33 1.62

r ̂\/ /~ r D

22.0

21 22

1.22

3 25

12

18

1Z

2. 3

03

2.03

DO 2.44)

2B 00

(2.44)

B.00

(2.44)

5.33

(1.62)

5.33

(1.62)

3.3

~4.0

6~1

31

101

pp 2.44

)m

~

r33

29 33

9.33

6.67

6.67

6.0

14

112

133

~2.

842.

842.84

2.03

2.03

4.67

2.~

3 25)

2~3 25)

J 0.6

7,~5

69)

15

51

114

1~3 25)

~X3.25

~2.4~4)

(2.44)

W3 66

23 66

3 862 84

2.84

6.50

16

114

21

3: ~

42

~4 O6~~3 25)

~3 25)

~431

g~

~~

~~ 4

4~

4 O6

T(~

O6(2 4~4)

(1.62)

À,~

4 47

Z(2

.44

2.0

4 47)~3 6~

~3 66g

~8 13~

11

8B

11

146

14 47

~4 88

2(2

.~)(2.44)

~4.88g(2 ~)(1

.62)

4.06

8 94

21

99

11

14B

14'~

D~~

7.33

22 0

5.33

7.3

g.00

6.67

4.67

2.2

110

101

114

B2

17 3

5.28

3.66

1.62

5.28

2.44

2.03

4.47

9.75

5.28

r r(~ O

8.67

5.69

22 0

3.66

6.67

2.03

8.67

5.69

B.00

(2.4

4)8.00

2.44

6. 4.88

34.6

710.57

2~

~ ~~ ~

~~

~ 48

4~

8 67

5.69

~0.

22

8.00

0.0

12.~

5.33

7.3

37.33

21

1212

11

148

61

D.D

6.10

3.66

2.44

6.10

(3.66

1.62

5.28

11.38

6.10

~ ~7 ~1.

336.

502

2 0

3.66

9.33

2.84

1.3

6.50

2. 3.66

6.67

2.03

8.67

5.69

40.0

012.19

2~

~ 313

11

14B

B1

~ 3

g,gp

C7 -~2.

676.91

22 3.66

0.67

3.25

66.

912. ~3.6

6~8.

00(2

.44)

0.67

6.30

)42

.67

(13.

01)2

~~4

~4~

~14

810

12 6~

g;g~

~7 ~

23 86

3.66

)(7

4 2g3 86

(2.8

4)~6

.50~

(13.

8)2

115

151

114

812

1~(

7 32)

7 72

23 66(2 ~)

5.627 72~3 66

~3 25

~6 91)

14.63

31

1616

11

148

1417 72

B 13)

23 66(2 ~)(2 0)

~813

~)3 B63 66

7 32

15.44

31

1717

11

14B

142

1~(

B 13)

8. B.53

22 0

3.66

8.00

2.44

8.00

2.44

8.0

8.53

2. 3.66

8.00

2.44

533

(1.62)

5. 7.72

53.3

316.26

41

1818

11

14B

144

18 8.53

B 94

~3 66

3.66

(1.62)

~8 94~3 66

(244

)(2 03)B 13)17.0

41

1919

11

14B

146

18.94

.67

22 0

2.0

6.67

0.67

2.8.

0000

B.SB.67

41

2020

11

14B

B1

g;35

g, 5

3.66

3.66

(2.03)

9.35)

3.66

(2.4

4)(.

44)

8.53

17.88

14

~2.

009.75

~2.

03.

662.

03.

668.00

2.44

2.0

9.75

2. 3.66

2. 3.66

5.33

(1.62)

9. 8.94

61.3

418.70

41

211

14B

1410

~2.

009.75

_D

m N Z

33

22 0

2.0

9.33

33.33

2.2.

6.67

67

64.0

14

122

114

B~ 4

~ y~

3 33

~

vD1 U

.16

3.86

3.66

2.84

10.16

3.66

3.66

(2.0

3)9.35

19.5

110.16

O2

3 66

3.663 25

33

920 32

4~

231

14B

1414

~U 57

O7

o10 57

10.57

66

662.

4475

1

~2

3 663 ~66~3 66~

3~3

41

241

148

1416

1p0

y~w' D

09

(10.

97)

fib

86g(2

.84)

(10.

16)(21

.14)

~1~/ Z

UNITS REQUIRED PER SHORT PANEL SECTION

WALLHEIGHT

SHORT STRINGERS IN FRONT OF WALLHOR

STD

STD'F

SHORT STRINGERS IN REAR OF WALLo.os4' (~.s mm) o.o7s' (2o mm) o.tos' (2e mm) o.t3e' (3s mm) STD.

STD

STD

o.~• (~,s mm) o.o~s' (2.o mm)atos' (2a mm)o.~ae' (as mm)~p SHORT SiD SHORT SiD SHORT SiD SHORT STD SHORT SfD SHORT SiD SHORT SiD SHORT

FEET (I~ETERS~ 9.5'290 m

9.0'2.74 m

9.5'290 m

9.0'214 m

9.5'2.90 m

9.0'2.14 m

9.5'2.90 m

9.0'214 m

9.5'Z90 m

9.0'214 m

9.5'2.90 m

9.0'274 m

9.5'290 m

9.0'274 m

9.5'2.90 m

9.0'2.14 m

4.00 1.22 1 3 1 3 1 15.33 1.62 2 4 1 4 2 16.67 2.03 3 5 1 5 3 18.00 2.44 4 6 1 6 4 19.33 2.84 5 7 1 7 5 110.67 3.25 6 8 1 8 6 112.00 3.66 6 8 1 8 6 113.33 4.06 6 8 2 2 1 8 6 2 2 114.67 4.47 6 8 3 3 1 8 6 3 3 116.00 4.88 6 8 4 4 1 8 6 4 4 117.33 5.28 6 8 4 4 1 1 1 8 6 4 4 1 1 118.67 5.69 6 8 4 4 2 2 1 8 6 4 4 2 2 120.00 6.10 6 8 4 4 3 3 1 8 6 4 4 3 3 121.33 6.50 6 8 4 4 4 4 1 8 6 4 4 4 4 122.67 6.91 6 8 4 4 5 5 1 8 6 4 4 5 5 124.00 7.32 6 8 4 4 6 6 1 8 6 4 4 6 6 125.33 7.72 6 8 4 4 7 7 1 8 6 4 4 7 7 126.67 8.13 6 8 4 4 7 7 1 1 1 8 6 4 4 7 7 1 1 128.00 8.53 6 8 4 4 7 7 2 2 1 8 6 4 4 7 7 2 2 129.33 8.94 6 8 4 4 7 7 3 3 1 8 6 4 4 7 7 3 3 130.67 9.35 6 8 4 4 7 7 4 4 1 8 6 4 4 7 7 4 4 12.00 9.75 6 8 4 4 7 7 5 5 1 8 6 4 4 7 7 5 5 13.33 10.16 6 8 4 4 7 7 6 6 1 8 6 4 4 7 7 6 6 14.67 10.57 6 8 4 4 7 7 7 7 1 8 6 4 4 7 7 7 7 136.00 10.97 6 S 4 4 7 7 8 8 1 8 6 4 4 7 7 8 8 1

NOTE: THIS TABLE APPLIES ONLY TO SHOKf PANEL SECTIONS FOR CURVED WN1S NJD INCLUDES UNffS FOR BOTH FRONT AND REAR OF A 9.5 F1.01FM OF WALL.


620-2STEEL CRIB WALLSHEET 7 OF 7

10'-0" (3.0 m) MAX SPACING FOR DISTANCEBETWEEN CROSS BRACING. SEE NOTE

10~-0" (3.0 m) MAX 10~-0" (3.0 m) MAX~ SPACING TYPICAL SPACING TYPICAL TOP OF

END OR CORNER POST a &PANEL INTERMEDIATE EMBANKMENT2" (51 mm) STD BAR REINFORCED I PANEL REINFORCED

~ SEC110N ~ SECTIONMALLEABLE IRON BANDSAT 14" (350 mm) MAX ~ SEE

3 /16"x3/4° (5 x 19 mm)NOTE PIPE RAIL

TENSION BAR LINE POST CHAIN LJNKFABRIC

~xz~~ ~

/ O Nsioy~ ~ E E~

E`° o ~n o '(ECG ~'Op ~ ~

° "~' ~n"~ ~ u°~

= EGROUND ~ ~ E z ELINE ~ '"~ O1. ~ o TOP OF WALL

ci ~ ~~~°STEEL TENSION WIR

E----------- --------- ~--

E0 TYPICAL ELEVATION FOOTING0M

#4 (#13M) CONTINUOUS SEE DRAINAGE SWALE DETAILfhl BZSND BEAM

CUT OR FILL SLOPECONTINUOUS MORTAR CAPOR STANDARD PRECAST CAP TOP OF EMBANKMENTFILL ALL CELLS IN TOPCOURSE TO BOND CAP

SEE 300 mm)

GROUT ALL CELLS NOTE ~ 29' POSTO MBEDDEDWITH STEEL 14 —~ IN GROUT

8" (200 mm) STANDARD4~-0°

mCONC BLOCK

2" 50 mm ECLEAR EXTRA #4 x 24" m E

#4 (~13M) CONTINUOUS ~ 24~ ~~13M x 600 mm) ~o~13M ~ 600ND AND LAP

mm NTERED AT POST,

v

E AS SHOWN #4 (~13M)~ E 2.5~ 65 mm ADJACENT TOo Q

2'-3" POST AND AT° o ~ ~

U150 mm) CORNERS

~ M ih 2-9~840 mm) WALL SECTION AT POSTN MIN

TYPICAL WALL SECTION ~e" 450 mmr~ MIN

~ ~ 1i~- Z t~E

WELDED WIRE MESH ox6—W4.OxW4.0 ~152x152 MW25.8xMW25.8) '~

3" 75 mmCONCRETE

DRAINAGE SWALE DETAIL


PROMULGAIID BY THEPUBLIC WORKS STANDARDS INC. REINFORCED CONCRETE BLOCK WALL

STANDARD PLAN

GREENBOOK COMMITTEE1983 AND CHAIN LINK FENCE COM BI N ATl ON

~ ~~ —

REV. 1996, 2009


NOTES'

1. THE BLOCK WALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH SSPWC 303-4.1.

2, USE STANDARD 8" (20Q mm) WIDE NORMAL... WEIGHT CONCRETE BLOCK PER SSPWC 2~2-2.

3. USE CONCRETE BOND BEAM BLOCK WHERE HORIZONTAL STEEL IS CALLED FAR.

4. MORTAR, GROUT AND WATER SHALL BE IN ACCORQANCE WITH SSPWC 202-2.

5. REINFORCING STEEL SHALL BE GRADE 40 (GRADE 300) PER SSPWC 201-2.

6. ALL BLACKS SHALL BE LAID UP IN MORTAR HEAD AND BED JOINTS FOR FULL THICKNESS OFFACE SHELLS. WEBS OF EACH COURSE SHALL CENTER ON WEBS OF COURSES BELOW. OMITHEAD JOINT IN GRADE COURSE.

7. PLACE A MINIMUM 4" (100 mm) LAYER OF N0. 4 CONCRETE AGGREGATE BETWEEN THE SAILBACKFILL AND THE QPEN HEAD JOINT.

8. ALL CELLS IN WH1CH .STEEL IS PLACED SHALL BE FILLED 1MTH GROUT.

9. CONCRETE SHALL BE 500—A-250Q (310—A 17) PER SSPWC 201-2.

10. POUR FOOTING AGAINST UNDISTURBED NATURAL SOIL OR SOIL THAT HAS BEEN COMPACTEDTO 90~ OPTIMUM DENSITY PER' ASTM D1557-78.

11. CHAIN LINK FENCING. SHALL BE COf~STRUCTED IN ACCORDANCE WITH SSPWC 304-3. MATERIALSHALL BE IN ACCaRDANCE WITH SSPWC 206-6.

12. PROVIDE OPEN HEAD JOINTS AT INTERVALS N0 GREATER Th1AN 48" (1.2 m). WHERE ̀ WALLIS LOCATED ADJACENT TO A SIDEWALK, PROVIDE 2° ~ (50 mm s~) WEEP HOES UNDERSIDEWALK.

13. FOR PRIVATE PROPERTY, USE 1 V: 2H SLOPE. FOR PUBLIC PROPERTY, USE ENGINEER'SDESIGNATION.

14. WELDED WIRE MESH SHALL BE PER SSPWC 201-2.4.

STANDARd PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN

F21-2REINFORCED CONCRETE BLOCK WALLAND C HAiN LINK FENCE COMB 1NATION .SHEET 2 of 2

MAX SLOPE1.5H 1 V

12„(300 mm)

2" (50 mm) ~ AMORTAR CAP r~~' B.~~~

=:~,~.:~._ -..~

z E ~ ~~'' CONCRETE BLOCK4~,.N

in ~ •~!

(50 mm)_~..

..

to E

300 mm ~ o0NvPCC FOOTING

520-A-2500(310-A-17)

NOTES:

1. MAX HEIGHT OF WALL IS 3 COURSES OF 8" (200 mm) HIGH BLOCK.

2. NO LIVE-LOAD SURCHARGE SHALL BE ALLOWED ON RETAINED SOIL.

3. POUR FOOTING AGAINST UNDISTURBED EARTH.

4. TOP OF FOOTING MAY BE PLACED AT SAME GRADE AS STREET IF STREET GRADE ISUNIFORM AND 5% MAX.

5. PLACE CONCRETE BLOCKS IMMEDIATELY AFTER POURING THE FOOTING. FILL ALLCELLS SOLID WITH GROUT AND ROD SO THAT GROUT IS MONOLITHIC WITH FOOTING.

6. IN FIRST COURSE ABOVE FINISHED GRADE, OMIT MORTAR FROM VERTICAL JOINTSEACH 32" (800 mm) TO SERVE AS WEEP HOLES.

A B

0 TO 6" 2"(0 TO 150 mm) (50 mm)

6" TO 16" 4"(151 TO 400 mm) (100 mm)

17" TO 48" 6"(410 TO 1200 mm)(150 mm)


PROAAULGATE~ BY THE STANDARD PLANPUBIJC WORKS STANDARDS INC. CONCRETE BLOCK SLOUGH WALLGREENBOOK COMMITTEE

1993//~►ZZ-

REV. 7996, 2005, 2008V


MAX SLOPE1.5 H 1 V

(150 mm)

2" (50 mm} ~, AMORTAR CAP ,~;~~: B

u~r:s;

E,,d;.,>z E ±'^f' ONCRETE BLOCK

A jy~.

N ``''..~

~~ ::.

~ a,~~. 50 mm

~ ~.R

.-.

i~ ~~.. 3Q0 mm °° o

0NPCC FOOTING ....

520—A-25Q0(310—A-17}

NOTES

1. MAX HEIGHT OF WALL IS 3 COURSES OF 8" (200 mm) HIGH BLOCK.

2. NO LIVE—LOAD SURCHARGE SHALL BE ALLOWED OhJ RETAINED 501L.

3. POUR FOOTING AGAINST UNDISTURBED EARTH.

4. T4P QF FOOTING MAY BE PLACED AT SAME GRADE AS STREET IF STREET GRADE ISUNIFORM AND 5~ MAX.

5. PLACE CONCRETE BLOCKS IMMEDIATELY AFTER POURING THE F0011NG. FILL ALLCELLS SOLID WITH GROUT AND ROD SO THAT GROUT IS MONOLITHIC WITH FOOTING.

6. 1N FIRST BOURSE ABOVE FINISHED GRADE, OMIT MORTAR FRO~A VERTICAL J01NTSEACH 32" (800 mm) TO SERVE AS VdEEP HALES.

A B

0 Td 6" 2"(0 TO 150 mm) (50 mm)

B" TO 16" 4"(151 TO 400 mm) (100 mm)

17" TO 48" 6"(410 TQ 1200 mm)(150 mm)

STANDARD PLANS FOR PUBLIC WQRKS CONSTRUCTION

PROML~GATED 9Y 7HE STANDARD PLAN~B~~ST~'"`.

,983 CQNCRETE BLOCK SLOUGH WAt~ 622-4REV. ,998. 2005. ZOOS. 2~,~


LIFTING SLOT

TOP OF COVER

1"(25 m

3J16" (5

6"(1S2 mm)

. - .,

~~~ %~~~~

/8" (22 mm)

5/32" (4 mm)

8 (16 mm)5/32" (4 mm)

4" (19 mm)

t-1 /2"{38 mm)

3-3f4"{95 mm)

BOTTOM OF COVER

(5 mm)

~4' (19 mm)

—1 /2" (89 mm) 1" (25 mm)

SECTION A—A

~~~~~~~~~~i~~i 3/4" X19 mm)

L____4-1 4'~~~08 mtn

FRAME DETAIL

i DIA

19/32" (15 mm)

27-3 8" 695 mm

24" (61Q mm) ~I

32-1/2" (826 mm) ~ °~

SECTION THRU FRAME

mm)

4 mm)~¢»

9 mm)


PROMULGATED @Y 1HEPUBLIC WORKS STANDARDS INC. ~4" (610 m m M AN H aLE FRAME

STANDARD PLAN~~e~ °~,M,,,~,s~ AN COVER

~~O-~

REV. 1996, 2009. 2011USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2

NOTES;

1. THE CAST IRON USEQ SHALL CONFORM TO ASTM A-48 CLASS 358.

2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINSAND "S° FOR SEWERS, AND THE AGENCY'S IDENTIFfCATiON INACCORDANCE WITH INSTRUCTIONS FURNISHE€7 BY THE AGENCY. THELETTER "D" OR "S" SHALL BE APPROXIMATELY 2-1 j2" (65 mm) HIGHWITH 1/2" (15 mm) LWE WIDTH, AND PLACED IN THE CENTER OFTHE COVER. ALL LETTERS SHALL HE FLUSH WITH THE FINISHEDSURFACE QF THE COl/ER.

3. FOUNDRY IDENTIFYING MARK, NEAT AND DATE SHALL BE CAST ON THEBOTTOM OF THE COVER AND ON THE lNSIQE QF THE FRAME.

4. IMPCIRI'ED COVERS ACID FRAMES SHALL HAVE THE COUNTRY OF' ORIGINMARKING 1N COMPLIANCE 1WITH FEDERAL REGULATIONS.

5. WEIGHT OF FRAME SHALL BE X60 LBS (118 kg). WEIGHT QF OVERSHALL BE 175 L65 (79 kg}. ACTUAL WEIGHTS SHALL BE WITHIN ARANGE OF 95~ TO 110.

6. THE MAfVHOLE FRAME ANA COVER SHALL BE INSPECTED BY THEENGINEER PRIOR TO SHIPMENT Td THE ~QB SITE. ACCEPTANCE WILLBE INDICATED BY THE AGENCY'S MARK.

7. COVERS FOR M~iNHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYSAND ALL PLACES OTHER THAN PAVED STREETS SHALL BE PROVIDEDWITH SQCKET-SET SCREW LOCKING DEVICES. DRILL AND TAP TWOHOLES TO A DEPTH OF 1" (25 mm) AT 90 DEGREES TO PICK HOLE ANDINSTALL 3~4" x 3f4" ~20 x 20 mm) STAINLESS STEEL SQ~KET-SET SCREWS WITH 3f8 {10 mm) RECESSED HEX HEAD. ALL THREADSSHALL BE N.C.

STANDARD PLANS FOR PUBLIC WaRKS CONSTRUCTIONSTANDARD PLAN

s~Q—~24~ 610 mm) MANHULE FRAME &COVERC SHEET 2 OF 2

UFl1NG SLOT

TOP OF COVER

R ~ io—i io ~o~ mm

7 EQ SPACES AT 1-13 16" 46 mm

m I ~~ j3/16" (5 mm) R

1-1/8° (29

3/76° (5

6";152 mm)

(22 mm)32" (4 mm)

~[8" (16 mm)~--5/32" (4 mm)

4" (19 mm~

7—if2"(3B mm)

3-3/4"(95 mm}

4-1 4"1a8 mm

FRAME DETAIL

BOTTOM OF COVER

3/16" (5 mm)

~4' (19 mm) ~ ~ ~~

~27 mm) 19 r

SECTION A- A

30-3/8" (772 mm)

77" (fi86 mm)

35-1/2" (902 mm)

SECTI~~I THRU FRAME

DIA


paa~u~cntaa er 'me6PUBLIC WORKS STANDARDS INC. 27" (686 m m MANHOLE FRAME

STANDARD PLAN

`~NB~` ̀°"M~~,8~. AN COVER 631-4REY. 1998. 2009, 2071

SHEET 1 OF 2USE WITH STANQARD SPECIFICATI4N5 FOR PUBLIC WORKS CONSTRUC770N

NOTES:

7HE CAST IRON llSED SHALL CONFORM TO ASTM A-48 CLASS 358.

2. COVERS SHALL BE CAST WITH THE LETTER "a" FOR STaRM QRAINSAND °S° FOR SEWERS, AND THE AGENCY'S IDENTIFICATION INACCORDANCE WITH INSTRUCTIONS FURNISHED Bl' THE AGENCY. THELETTER "D" OR "S" SHALL BE APPROXIMATELY 2-1 J2" (&5 mm) HIGHWITH 1 f2~ (15 mm} LINE WIDTH, AND PLACEd IN THE CENTER OFTHE COVER. ALL SETTERS SHALL BE FLUSH WITH THE FINISHEDSURFACE OF THE GOVER.

3. F`~UNDRY fDENTIFYING MARK, HEAT AND BATE SHALL BE CAST ON THEBOTTOM OF THE COVER AND OtV THE IN51DE OF THE FRAME.

4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY QF ORIGINMARKING IN COMPLIANCE 1NITH FEDERAL REGULATIONS.

5. WEIGHT OF FRAME SHALL BE 280 LBS (127 kg). WEIGHT OF COVERSHALL BE 2301 LBS (1 D4 kg). ACTUAL WEIGHTS SHALL BE WITH[w ARANGE OF 95% TO 110.

6: TFiE MANHOLE FRAME ANA COVER SHALL BE IFJSPECTED BY THEENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE..WILLBE INDICATED BY THE AGENCY'S MARK.

7. COVERS FAR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYSAND ALL PLACES OTHER THAN PAVED STREETS SHALL BE PROVIDEDWITH SOCKET-SET SCREW LOCKING dEVECES. DRILL. AND TAP TWOHALES TO A DEPTH OF 1" (25 mm) AT 90 bEGREES TQ PICK HOLE ANDINSTA~~ 3/4" x 3/4" (20 x 20 mm) STAINLESS STEEL SOCKET-SET SCREWS WITH 3f8" (10 mm) RECESSED HEX HEAD. ALL THREADSSHALL. BE N.C.

STANDRRD PLANS FAR PUBLIC WORKS CONSTRUCTIONSTANDARD PLAN

631-427" X686 mm~ MANHOLE FRAME &COVERSHEET 2 OF 2

~~1

TOP CAF COVER

LIFTING SLOTIF SPEC'D-

5/H" R(15 mm)

(70 mm)(1/2"38 mm)

NOLE(20 mm) DIA

gym)

22.5'

BOTTOM OF OVER

:.-

~~~~%%~%~ /////l//f%%l///%//.'l////~/////f/////1//

~+.~

• t 1

3/16" (5 mm 5/32" (4 mm)7-3~8° (35 mm) 8" (76 mm)

5/32" (4 mm)

` I ~4" (19 mm}

(38/mm)

6"(152 mm)

3-3/4"~~8. (95 mm}

{3 mm

3/4" (19 mm)

4-1 4"1aB mm

FRAME DETAIL

32" (15 mm)

x.5/32' (4 mm)

X3/4" (19 mm)

33-3 B" 848 mm

~~ 3p" (762 mm) ~~

38-1 2" 978 mm

SECTION THRU FRAME

PR~~`~,~ B"'"~PUBLIC WORKS STANQARDS INC. 30" (762 mm MANHOLE FRAME

STANQARD PLAN

°~"B~ ~M",~,g~. AN COVER~ i~-

3REV. 1996. 2009. 2017

.SHEET 1 OF 2USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

Pl OTES:

THE CAST IRON USED SHALL C(?NFORM TO ASTM A-48 GLASS 356.

~. COVERS SHALL BE CAST WITH THE LETTER '"d" FOR STORM DRAINSAND "'S" FCSR SEWERS, AND THE AGENCY`S 1DENTIFIGATION INACCORDANCE WITN INSTRUCTIONS FURNISHED BY THE AGENCY. THELETTER "D" OR "5" SHALL BE APPROXIMATELY 2-1/2° (65 mm) HIGHWITH 1 j2° (15 mm) LfNE WIDTH, AND PLACED IN THE CENTER t7fTHE COVER. ALL LETTERS SHALL BE SLUSH WITH THE FINISHEDSURFACE OF THE COVER.

3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST 'QN THEBOTTOM DF THE COVER AND ON THE IhlSIQE OF THE FRAME.

4. ~MPQRTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGINMARKING 1N COMPLIANCE WITH FEDERAL REGULATIONS.

5. WEIGHT OF FRAME SHALL BE 320 LBS (145 kg). WEIGHT QF COVERSHALL SE 305 LBS (138 kg}. ACTUAL WEIGHTS SHALL BE WITHIN ARANGE OF 95~ TO 110.

6. THE MANHt~LE FRAME AND COVER SHALL BE WSPEGTED BY THEENGINEER PRIOR TO SHIPMENT TO THE JQB SITE. ACCEPTANCE WILLBE INDICATED BY THE AGENCY'S MARK.

7. COVERS 'FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYSAND ALL PLACES OTHER THAN PAVED STREETS SHAD BE PROVIDEDWITH SOCKET-SET SCREW LC7GKING DEVICES. [TRILL AND TAP TWOHOLES TO A QEPTH OF 1" (25 mm) AT 90 DEGREES TO PICK HALE ANDWSTALL 3/4" x 3/4" (2d x 20 mrn) STAINLESS STEEL SOCKET-SET SCREWS WITH 3J8" (10 mm} RECESSED HEX HEAD. ALL THREAD'SSHALL BE N.C.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIQNSTANDARD PLAN

s32-43C3" (782 mm~ MAN~~LE FRAME do ~01/ERSHEET 2 OF 2

5—t/:(140

TOP OF COVER(20

;95 mm)

HF SLOT2"

50 mm)

BOTTOM OF COVER

(127 mm)

SECTION. A-A

38-1 4' 972 mm

—3/16"30 mm)

36" (914 mm)

~ 44" (1118 mm)

FRAME DETAIL

-376" (30 mmj

SECTION THRU FRAME

STANDARD PLANS FOR PUBLIC. WORKS CONSTRUCTION

Pffo~uLCAtm BY TMEPUBLIC WORKS INC.

3~" X914 mm} MANHOLE FRAME STANDARD PLANSTANDARDS

G'~1800M ̀ "~,ss,. AND COVER 633-4REV. 1992, 1996. 2009. 2011

SHEET 1 OF 2USE WITH STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CQNSTRUCTION

NOTES:

THE CAST IRON USEQ SHALL CONFORM TO ASTM A-48 CLASS 358.

2. COVERS SHALL BE CAST WITH THE LETTER °D" FOR STORMi BRAINSAND "S" FOR SEWERS, AND THE AGENCY'S. IDENTIFICATION INRCCORDANCE WITH INSTRUCTIONS FURNISHES BY THE' AGENCY. THELETTER "D" OR "S" SHALL BE APPROXIMATELY 2-1/2" (65 mm} HIGH4WITH 1/2" (15 mm) LINE WIDTH, AND PLACED IN THE CENTER l~FTHE COVER. ALL LETTERS SHALL 6E FLUSH WITH TFiE FINISHEDSURFACE OF THE COVER.

3, FOUNDRY IQENTIFYING MARK, HEAT AND DATE SHALL BE CAS7 ON THEBOTTOM OF THE. GIVER Af~D ~N THE INS(QE OF ?HE FRAME.

4. IMPORTED COVERS ANQ FRAMES SHALL HAVE THE COUNTRY OF ORIGINMARKING IN COMPLIANCE 1MTH FEDERAL REGULATIONS.

5. WEIGHT OF FRAME SHALL BE 335 LBS (152 kg). WEIGHT OF COVERSHALL BE 34Q LBS (154 kg). ACTUAL WEIGHTS SHALL BE WfTHIN ARANGE QF 55~ TO 1109.

6. THE MANHO~£ FRAME AND COVER SHALL BE INSPECTED BY THEENGINEER PRIOR Tfl SHIPMENfi TO THE JOB SITE. ACCEPTANCE WILL8E INDICATED BY THE AGENCY'S MARK.

7. COVERS FOR :MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYSAND ALL PLACES OTHER THAN PAVED STREETS SHALL BE PROVIDEDWITH SOCKET—SET SCREW LOCKING DEVICES. BRILL AND TAP TWOHOLES TO A DEPTH OF 1" (25 r~nm) AT 90 DEGREES TO PICK HOLE ANDINSTALL 3/4" x 3f4' ~20 x 20 mm) STAINLESS STEEL SOCKET—SET SCREWS WITH 3J8 (10 mmj RECESSED HEX HEAD. ALL THREADSSHALL BE N.C.

STANpARD PLANS FOR PUBLfC WORKS CONSTRUCTIONsTnr~aAR~ av+N

fi33-436 914 mm MANHQLE FRAMEANQ COVER SHEET 2 OF 2

D + E

' SYMMETRICAL ~ABOUT

3/4"i ' ' ~ (19 mm) DIAr~\ ~i

TOPEND - TYPE1, 2 0 R 3

A"~ I~

~ ~ 3-1 /4"(83 mm)

SIDE

1-1 /2"(38 mm)~~MIN DIA V~

TYPE 1

2„(51 mm)

~ —~/2°(38 mm)

~~

15' MIN BEND

TYPE 2

TYPE 3

END DETAILS—SIDE VIEW

UNLESS OTHERWISE NOTED:

W

`l Jj

SECTION A—A

INSTALLATION DETAIL

D =7"(175 mm)E = 6" (150 mm) OR T - 1" (25 mm), WHICHEVER IS LESS

MINIMUM E IS 3" (75 mm)S = 12" (300 mm) MAX, EVENLY SPACEDW = 16" (400 mm) MIN

FOR MANHOLES AND UNDERGROUND VAULTS:S = 16" (400 mm) MAX, EVENLY SPACEDW = 14" (350 mm) MIN

S/2

s



GREENBOOK COMMITTEE STEEL S TE P 635-31884REV. 1992. 1996. 2009


1. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZEDAFTER FABRICATION. UNLESS OTHERWISE NOTED, STEPS MAY ALSO BEPOLYPROPYLENE STEPS, STEEL REINFORCED, CONFORMING TO SPPWC 636.

2. IF STAINLESS STEEL STEPS ARE REQUIRED, THE MATERIAL SHALL CONFORM TOASTM A276, 300 SERIES.

3. STEP ENDS MAY BE TYPE 1, 2 OR 3, AS SHOWN.

4. BOTTOM STEP SHALL BE A MAXIMUM OF 2' (600 mm) ABOVE FLOOR OR SHELF.

5. STEPS WITH TYPE 1 OR 2 ENDS MAY BE CAST IN PLACE, OR PLACEDIN THE CENTER OF 1-1 /2" (40 mm) MIN DIA DRILLED OR FORMED HOLES ANDSET WITH HIGH STRENGTH NON—SHRINK GROUT, 6000 PSI (40 MPa) MIN.STEPS WITH TYPE 3 ENDS SHALL BE CAST—IN—PLACE.


635-3STEEL STEPSHEET 2 OF 2

~ 2~ 14° (356 mm) ~ 2..

(13 mm) (13 mm)

n~3/4" (19 mm) n

3/16" (5 mm)

FRONT

330 mm (13")

15/16" ~ ~2"(13 mm)(24 mm) REBAR

SECTION A-A

A~TOP

SIDE


PRONULGA7FD BY THE STANDARD PLANPUBIJC WDRKS STANDARDS ING

GREENBOOK COAINIT7EE POLYPROPYLENE-PLASTIC STEP //~636-L1981REV. 1996, 2009


STEPS SHALL BE STEEL-REINFORCED COPOLYMER POLYPROPYLENEPLASTIC CONFORMING T0:

(A) ASTM D478 AND C497, EXCEPT THAT THE MINIMUM HORIZONTALPULLOUT LOAD SHALL BE 1,500 LBS (6.7 kN).

(B) ASTM A615 GRADE 60 DEFORMED REINFORCING STEEL BAR.(C) CALIFORNIA CODE OF REGULATIONS TITLE 8, GENERAL INDUSTRY

SAFETY ORDERS.

2. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF70 FT-LBS (95 N.m) AT 20'F (-7'C) WITHOUT CRACKING ORFRACTURING.

3. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSEDPORTION OF THE STEP, INCLUDING THE DEFORMED STEEL BAR ANDEXCLUDING THE NON-SLIP TREAD SURFACE, SHALL BE 1.0 SQ IN(645 mm2).

4. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THEREINFORCING STEEL BAR SHALL BE CAST MONOLITHICALLY. MINIMUMCOVER SHALL BE 3/16" (5 mm).

5. A CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES1 THROUGH 4 PREPARED BY AN INDEPENDENT CERTIFIED LABORATORYSHALL BE SUBMITTED TO THE ENGINEER CONCURRENTLY WITH AREQUEST FOR APPROVAL.

6. E = 3-3/8" (86 mm). FOR VAULTS AND MANHOLES, D = 5-1 /2"(140 mm). FOR OTHER INSTALLATIONS, D = 7-1 /2" (190 mm). THESEDIMENSIONS MAY BE PLUS OR MINUS 1/4" (6 mm).

7. STEPS SHALL BE EVENLY SPACED. MAXIMUM VERTICAL SPACING OFSTEPS SHALL BE 16" (400 mm), WITH THE BOTTOM STEP A MAXIMUMOF 2' (600 mm) ABOVE FLOOR OR SHELF.

8. IF TAPERED STEPS ARE INSTALLED INTO STRAIGHT DRILLED ORFORMED HOLES, APPROVED NON-SHRINK GROUT SHALL BE INJECTEDINTO THE HOLE PRIOR TO INSTALLATION. HOLES SHALL BE STRAIGHTAND PARALLEL. EXCEPT AS OTHERWISE NOTED, STEPS SHALL BEINSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDEDPROCEDURES.

9. A DROP STEP WITH A MINIMUM DROP OF 3/4° (19 mm) MAY BE USED.THE DROP STEP SHALL MEET ALL OTHER CRITERIA OF THIS PLAN.


636-2POLYPROPYLENE-PLASTIC STEPSHEET 2 OF 2

U

3

U

S L S

CURB PLAN SEE PLANS OR SPPWC 606FOR HANDRAIL DETAILS.

(300 mm)S t

EXPA~lSION JOINT T

cr `~ ~ EXPANSION JOINTp l.o.I

(~13M ~ 460 mm)SLOPE 2~

#4 {#13M) UNDER ~ÊACH RISER (25 mm

N ~ ~) ~Q

2~ o ~ 1z°(50 mm ~ 300 mm)

Vp

(~5o mm} SECTION A—A

c w c--t--r-----.~--~. w—r1--~.,— wAl~~ _..~---rr-

TYPICAL

#4 ~+ 18" ~4 CAD 7 8"(#13M C~ 4~D mm) (~13M ~ 450 mm}

E ~~ (#iaM) 4 (~13~)r o UNDER EACH RISER UNDER EACH RISER0M

TYPE A TYPE BSECTION B—B

R_~ ~,~~

(13 mm) TYP

SLOPE 1~

~L ~-EXPANSION JOINT

c w c.-. ,.,

~ t ~ ~E~ ~a- Q~ "> ~.

~ 12" EA WAY3M ~ 300 mm)

SECTIQN C—C

STANDARD PLANS FOR PUBLIC WQRKS CONSTRUCTION

paatu~G~hp BY 7yEFi18LIC WORKS STANpARDS INC.~~~~ ~M~,-~

7893REK 1898, 2D06, 20tY9. 2073

'~EIIV~~►RCED CO~JCRETE STAIRWAYSTANDARD PLAN

fi 4Q- 4SHEET 1 C~ 2USE 4YITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS COF~(STRUC'f10N

NOTES:

1, SEE THE PLANS FOR THE FQLIOWING INFORMATIONtTYPE OF STAIRWAY ANA LOCATIONW =WIDTH QF STAIRWAYL = LENG7N OF LANDINGST = LENGTH 0~ TREAD, 11" (280 mm) MINR = HEIGHT OF RISER, 4" TO 7" (100 TO 18d mm}C =WIDTH OF CURBS = LENGTH OF STAIRWAY FLIGHT

2. CONCRETE FINISH fOR EXPOSES SURFACES SHALL BE CLASS I, EXCEPT THAT TREADS ANDLANDINGS SHALL BE TROWELLED SMOQTH AND GIVEN A FfNE BROOM FINfSH IN A DIRECTIONRERPENDICULAR TO THE CENTERLINE OF THE STAIRWAY. THE BROOM FINISH SHALL 8E BRdUGHTTO THE NOSE OF THE TREADS AND LANDINGS.

3~ ONE H,4NDRAIL ON EACH. SIDE. IS REQUIRED FOR STAIRWAYS 4' (i.22 m) WIDE OR LESS. THREEHANDRAILS ARE REQUIRED FOR WIDER STAIRWAYS.

STANDARD PLANS FQR PUBLIC WOR}CS CdNS~TRUCTIONsT,oN~nRO P~aN

~''~'a-4REINFORCED CONCRETE STAIRWAYSHEET 2 OF

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