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6TH STREET SHORT PLAT
THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
NOTES:
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
CONE
STEPS OR EQUAL.
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C-443
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
STEPS - 3/4" DEFORMED BAR
5.
ALL JOINTS SHALL BE GROUTED.
STEPS SHALL BE INCLUDED
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
CONCRETE RISER BY PIPE INC.,
WITH A HIGH SOLIDS URETHANE COATING;
OR APPROVED EQUAL.
WASSER MC-CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443.
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 21" I.D.
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
LADDER -STD. ALUMINUM
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
1/2" WEB 8 PL.
FRAME (NON -LOCKING)
1 /2" TYP.
A
VI\ILL AND TAP 5/8
ON 23" B.C.(TYP. 3 PL.)
C
o FRAME (LOCKING)
w NOTES:
1. FOR NON -LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER").
MANHOLE FRAME COVER
NOT TO SCALE
O
Z
1 /2" x 3" x 3/8" NON-SKID PATTERN
CAST INTEGRAL ON TOP
f-1-1-11
COVER (NON -LOCKING)
FOR 5/8"-11 N.C. x 1-1/4"
S.S. SOC. HD. CAP SCREW (3 REQ'D.)
JON-SKID PATTERN
COVER (LOCKING)
1" SEAT
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
ERSIDE SHOWN FOR CLARITY
(4" CORE (TYP.) ON 23" B.C.
„ORE (TYP.) (LOCKING)
STANDARD PLAN NO. BR-28
7R-.1 /R"
-I f 1-1/4"
23-1/4"
33-1 /4"
SECTION A -A
SECTION B-B
STANDARD PLAN NO. BR-29
4-3/8"
2"
A
SEAL WITH AR 4000 AND -
DRY SAND AFTER PATCHING
PATCHED AREA
A
SECTION A -A
CLASS "G"
CONCRETE
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING
CONCRETE BLOCKS.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH
PAVEMENT SURFACE WITH 2" OF A.C. CLASS "G".
PLAN SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTION 7-05.3(1).
TYPICAL UTILITY COVER ADJUSTMENT FOR PAVEMENT OR OVERLAY
NOT TO SCALE
1
I,
i
1 /2 -LUG AS D A P,F
OF t'',Pf E0PRI1+, I- I Z L
r ,r'
F_1_IW'; STAI'-',L1SS STEEL
DJu STALE CLAMPING
?ACKET S OR
P P R t,+t'} E QUA_
Y E E', D
!f THE I_IIA%1_TEP CT
dL GUOiNS)TREA`A P!P
1 ,,sIQE DROP CQN\EI TI0N.-- TO 60" DIA.
,V+ AN -� cf..
JOT KA1, F
INSICf 7R:PS ARE -ONLY TO _zL '�;iLr 'jp0N BY THE
%W� L'NA '_}( UTIJTV `_.ErTIQh.
:',L_ Pt=ES A?4D %l-Mvlr `i-.A1.L. FE SWAR SZ: All) WAfEMAL
Ai II�o7.aa114- W.AX.LI', .
3. 'AN-W4 a F 3f DAWL LkN1W rt nI_ WAMTYIIU AI O A91 F D ZWFTFP.
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DAWETFR O . WILL I FILL "mT .e :imvu EC RENAE I RT .HF
IiILITr ar w4, imjR= A IARnFR 6611ETEF WAIs-fXL
4. REL HER ` A -VI FFt. ..TEFL A, 41.'sTAB�E CLAtIFINr-, il."bu cL.T:;
OR ap-,vuYLu L4.1,4L `_•r106-L FE W.TA11F-1 WHN 6' O=
ROTH R=f AWO ENS C>F cA7_li LYiUy PNC
IF 6P.rP PWL LL1m*Ii1 EXCEEM 5 -rrT THEN C=VTFR STRWS
S"IALL 8E IN15TaA [-FR'TH .A WIN61_M SPAr,a IY a ILLr
CN EFY ER. WA xL I _ '41AL_ UE. ATTACWI,f'1,17`NG tiTA1NL7_5S
!:TCC_ F'v.ro4w)r no.7-, w1W EZC- A' tIY:NLr:ICN ::(XJC
INSIDE DROP CONNECTION
TO -bt?" MANHOLE
el^r ar Lul-'r:;�v
.l'I.
}� TT1rlcca2a
L-IT CI., )L/04
OWG.. NA.AE: i?,;1'7z5 ? S PACE. Er!7 I
INSIDE DROP CONNECTION FOR SANITARY SEWERS
NOT TO SCALE
RECOMMENDED
f=OR APPROVAL
HY
BY
BY
NO.
STANDARD PLAN NO. BR-36
I
appm 11MIPF
RECORD NOTE 03/28/07
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT.
THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
STANDARD PLAN NO. B075-1
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
DATF
REVISION
DATE
DATE
BY I APPR. I DATE
OF TFASg�NC
t�
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34858
OA �ACI STEtt�
�SSIONAL�1
EXPIRES
REUSE OF DOCUMENTS
THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN
ACCORDANCE WITH WAC 196-23-070 AND CHAPTER
19.34 ROW. UNAUTHORIZED ALTERATION OF ANY OF THE
INFORMATION ON THIS DOCUMENT WILL NVAUDATE THE
DOCUMENT, MY CERTIFICATION AND SIGNATURE.
THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN
INSTRUMENT OF PROFESSIONAL SERVICE, IS THE
PROPERTY OF AHBL AND IS NOT TO BE USED, IN *RE
OR IN PART, FOR ANY OTHER PROJECT W11HOUT THE
WRITTEN AUTHCRIZARON OF AHRL
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CITY OF
RENTON
oNl
DEPARTMENT OF
PUBLIC WORKS
SEWER NOTES
& DETAILS
C5.2
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DESIGNED: GCH
DATE: 01/24/06
FILE NAME: 203615-05.
DRAWN: GCH
CHECKED: SMC
SCALE: AS SHOWN
FIELD BOOKI_
PAGEI-
APPROVED:
SHEET: 15
OF: 16
T-
DIRECTOR OF PUBLIC WORKS
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