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MANHOLE FRAME AND COVFR
SEE DRA WING BR29
ADJAJJSTMENT (4 " MIN.)
CONE
RUBBER GASKETED JOIN TS
STEPS - 314 " DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EOUAL .
MAX. PIPE SIZE - 21 " I D.
LADDER -STD. ALUM /NUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SEC77ON
OR CAST IN SHELF.
NOIF.S'
1. STEPS TO BE 314 w 0 DEFORM[ -D BAR GAL VAN/ZED SAFETY SIFPS GYP
EQUAL. S7FPS ARE TO BE IN PLACE BEFORE MANHOLE SEC776WS
2 ARE INSTALLED! CASTING M BE PER DRAWNG BR29.
3 MANHOLE SECT70NS TO BE cF RE/NFARCED PRECAST
4. COWCRETF ALL JONTS SHALL BE GROUTED.
5 SANITARY SENfR MANHOLES SHALL HA Vf- ALL INTERIOR
6 SURFACES,, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS
URETHANE COA 77NG• WASSER MC- CANSEAL AR APPROVED EQUAL; CGY AR
6F COA hNG SHALL B£ W #TT : RUBBER GASKETFD v!'iYNTS SHALL BE IN
CGWFARMANCE
7 WITH ASIM C -44J CHANNEL HROYT SHALL BE A MINIMUM OF 314 7HE
INSIDE 8 DIAMETT R Of - THE LARGEST PIPE. CONNECTIONS TO MANHOLE
SHALL BE MADE USING GPK
,9 ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
SA NITA R Y MA NHOL E TYPICA L DETA IL
NOT TO SCALE
6 " FORCE MA /N rO 8 "GRAY /TYMA /N rRA NSIRON DErA IL
SE 1/4 SEC. 14, TWP. 23 N., RGE. 5 E., W.M.
RIW
10' V//V.
6" BUILDING SEWER PIPE
I
TEE WT TH 6" SIDE OUTLET i CLEANOUT- -SEE
DETAIL LEFT
2"x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WH17E AND LABEL "SEWR" Wl TH
3" HIGH BLACK LETTERS. WRAP 16 WIRE
AROUND THE PIPE, EXTEND IT TO FINISH
GRADE AND A T TA CH IT TD THE 2 "x4 " STUD.
SIDE SEWER DETA Aw —/
NO SCALE
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUC77LE IRON PIPE.
1: 3.• 5 MIX
CONCRETE
BL OCKING
P
�5
6 " SIDE OUTLET TEE
SEWER MAIN
CONCRETE BLOCKING ANGLE
�D OF
TEE A T MAIN OVER 25'
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� 14A 8 6 i RovaR (A .&n)
6 " FORCE MA /N rO 8 "GRAY /TYMA /N rRA NSIRON DErA IL
SE 1/4 SEC. 14, TWP. 23 N., RGE. 5 E., W.M.
RIW
10' V//V.
6" BUILDING SEWER PIPE
I
TEE WT TH 6" SIDE OUTLET i CLEANOUT- -SEE
DETAIL LEFT
2"x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WH17E AND LABEL "SEWR" Wl TH
3" HIGH BLACK LETTERS. WRAP 16 WIRE
AROUND THE PIPE, EXTEND IT TO FINISH
GRADE AND A T TA CH IT TD THE 2 "x4 " STUD.
SIDE SEWER DETA Aw —/
NO SCALE
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUC77LE IRON PIPE.
1: 3.• 5 MIX
CONCRETE
BL OCKING
P
�5
6 " SIDE OUTLET TEE
SEWER MAIN
CONCRETE BLOCKING ANGLE
�D OF
TEE A T MAIN OVER 25'
OUT
�'n'� G
��CIN
MP NGREt�
CC: G� _2X MlN SLOP£
HOR /ZONTAL
L SE14ER MAIN
TYPICAL SIDE SEWER ELEVA 77ON
NOTE:•
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM
4' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE
ELEVA770N, WH /CHEVER IS LOWER.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNEC77NG NEW SIDE SEWERS TO EXISANG MA /N.
NTR /FIFO CLAY, PLAIN AND REINFORCED CONCRETE, D.l. PIPE AND C. /.
PIPE SEWER MA /NS ARE TO BE CORE DRILLED
SIDE SEWER DL7A IL
NO SCALE
SA N1 TA R Y Sr K rR NOTES
1. ALL Wt7RK MATERIALS SHALL BE IN CGWFORMANCE WITH THE STANDARDS AND SPECIRCA77ANS CF THE CITY 6F RENTOW U77LITY DEPARTMENT AND THE
LA TEST £D1776W AP THE WSDOT/APWA STANDARDS AND SPECYFICA TIGWS
2 THE HOURS CF #VRK IN THE STREET RIGHT -CF WAY SHALL BE LIMITED TO 8• 30 AM TO ,3.•.30 PM ON #EEKDA YS UNLESS OTHERWISE APPROWD IN
WRITING BY NE DEPARTMENT OF PUBLIC WtRKS AT 425 -4,30 -7200 ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE
DEPARTMENT CF PUBL IC WgRKS 24 HOURS IN ADVANCE. THE POL /CT DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN
ADVANCE.
3. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH 'STANDARD SPECIRCA776WS FOR MUNICIPAL PUBLIC Nt7RKS CGWSTRUCRTON" PREPARED BY THE
WASH/NGTOW STA TF OIAP1FR AMERICAN PUBLIC Wt7RKS ASSOCIA TIOW (APWA), LA TEST ED117AN AND THE ary of- RENTOW STANDARD SPECIF7CA71AN5.
4 ALL LACA77OVS OF EXISTING U77LI77ES SHOWN ARE APPROX/MA1F AND IT SHALL BE THE CONTRACTORS RESPGWS/B /L /TY TO WR /FY 7HE TRUE AND
CORRECT LOCH 17AN SO AS TO A Vt7/D DAMAGE AR OISAIRBANCE.
5 A PRE -COV5 RUC776W CO KERENCE AND A 24 HOUR N0776E SHALL BE REWIRED PR /AR TO STAR77NG NEW 0267RUC77011 IT SHALL BE THE
G'GWTRAC7OIRS RESPIGW.981L /TY TO SECURE ALL NECESSARY PERM / TS PRIOR TO STAR77NG CONS IRUC776W.. ( /N- 9 DEC 776W WILL BE ACCAWPL /SHED BY A
RL7°RESENTA77W OF INE CITY OF RENTGN) IT SMALL BE THE CvwRAcmw� RESJ°GWS/B /L /TY To NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE
X BAG7(F/LLA'VG ALL C6WSTRUCIIGW.
6 CQV7RAC7W IS SOLE Y RES06WS✓BLE FAR THE MEANS METHODS AND ZOIUENCES GF CGWSMVCIKYV AND FAR PC SAFETY 6F #VWCRS AND 07H RS
GW THE COVSMUC70V SITE
7. IT SHALL 8E THE RE9001VSWL17Y AF THE CGW7RAC7W TO 087A /N VREFT USE AND ANY OTHER RFLA7F0 PERMITS PRO? ro ANY Go1/STRUCAGW.
8 PLANS APPROV£0 BY 71'x' ary or REIVray PmIC POWS AEPARiVENT MALL TAKE PfQECfMNCE 01" ALL OILIER PLANS.
9 A cwr Gr THESE APPROW -D PLANS MUST 6F ASV THE " 97F WHENEVER CtVSTRUCTXW IS AV PRVQWZ
1Q M C00V7RAC7W MALL PRONDE IW CITY Or RiNMW IW 1N AN AS -b'//L T WANNG Or ;w SAN /TART SEwR smffm WN /DY HAS &7N STAMPED Br A
LIICENSED PRa Z 3 YaVA L ENGWf& LW M2NMD PROffSSMAL SUP KrYW..
11. bW a(RTLL SMALL 8r PLAaT rovALL r pV 6lDlt/ Or 11'tE Pff AV LA 4n NT Y A LOW A WRAX b7PTH Or 6 A00; MAXIMUM GYPN Or 8
m r TAMPING EACH U 1FR ro 95s Ar mAX/MUA/ xNS/7y ww awpACTFD LA wRs MUST EXTEND FO? aW Aff G1G4mE7FR OV M01
Ste' Or W Pff ASP W M Af Or TIC NNOY MA TERIALS TO COWPLETE lid RU OrER W Pff 94ALL Of TIE' SAME AS DIE D.
12. MEN Wr RL14D C MMOS f UIVIY TRENCWS ASV EXISIAVG TRAWLED RL14DWAY MAIL A' BAfffUlD MITT'! OWED RWr AAV MECHAN/CALL r
COWACIFD. CUTS ALTO EXISTi1VIG A9WL T "LL ff ACA 7Z#W Wr W LY A SiAW IN A CMIMOUS LASE. A TFA/PARARr CAD MIX PA MY MUST K
PLACED B/WEQG1IEZ r AF1FP MCIgU AND CWPACMV. A PEJ41{/ANENT MIT MW PA AN 90ALL K PLACM IN7TW 10 #A 6 AAV SILL K P& aA41'P wr
MY Or RENMW SMAVARDS
SA N1 rA R Y SEWER NOTES (CONTINUED))
1.3 OA MW SHALL BE CITY OF RENTGW, NA W 1988 (METERS) AND NAD 1983/1991 (METERS)
14 ALL DIS7URED AREAS SHALL BE SEEDED AND MUL Q4ED OR OTNERW/SE STABILIZED TO THE SSA 77S rACTTGW Of - 1HE DEPARTMENT fL1R TIME' PIMP wNT7AN or
AN -97F ER09AN AF7ER THE COMPLE77001 AP COVSIRUC70V.
15 ALL P /PE AND APPURTENANCES SHALL B£ LAID AN A PftffAL Y PREPARED FOUNDA 77O N IN ACCO POANCE WITH -TMOV 7- 02.x(1) X THE CUR141WNT
STA TE 6F WASHINGTON STANDARD SPrGYRCA /IONS FAQ ROAD AND BR IDGE CONSTRUCTION. THIS 99ALL ANCL" NECESSARY LEVELING Or THE TRENCH
80TT6W OR THE TAP Of' THE FOUNDA 77CW MA TER/AL AS WELL AS PLACEMENT AND CAWPAC770V AF REWIRED BEDDING MA TER/AL TO UNhrORM G7PADE SO
IHA T THE ENURE LENGTH OF PIPE WILL BE SUPPORTED AN A IIWIFARML Y DIENSE UNYIELDING BASE. PIPE bFD C W. ALL bF PLEA 6RA Vf'L 6" ABOVE AND
Bit OW THE PIPE.
16 SANITARY SEWER PIPE SHALL BE PAL YNNYL CHLORIDE (PVC) RUBBER GASKFFD ASTM D 30.34, OR 35, C900, AQ DI!/ICITLE APAN GLASS 50. SAN /TARP
SEWER FARCE MAIN TO BE CEMENT LINED OtICALE IRAN PIPE COWFARM/NG TO LA TEST RE0516W OF AWWYA C110 & C111, THICKNESS CL. 52
17 IN UIN/MPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 18" ABOVE FN/SHED GRADE. hV PAVED AREAS, COVER MUST SrWE
AN ALL DIRECACWS TO MATCH PA ONG.
18 ALL SANITARY SEWER /MPROVEMEN73 -WALL BE CCW57PUCED IN ACCORDANCE WITH THF-7 APPROVED PLANS ANY DCVA77ON fRAW 7K-25F PLANS WILL
REQUIRE APPROVAL fROW THE 0#WER, ENGINEER AND APPROPRIA TE PUBLIC AGENCIES.
19 LOCH TOWS OF ROADWA YS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE. FAR DIMENS/GWED LOCH 776WS OF THESF /MPROVF"MENTS`
REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND 5IRUCWE LOCA TIONS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED.
20 ALL MANHOLES SHALL BE PER THE CITY OF RENTON STANDARDS AND SPECIRCA77ONS. A!L MANHOLES -WALL HA VF A MINIMUM 0.10 FOOT TO MAX /MUM
1.0 FOOT DROP 8£T11EEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL BE ADA157FD TO F /N /SH GRADE PRIOR TO f7NAL PA ONG OR
LANDSCAPING.
21. ALL TRENCH 84 CKR7LL SHALL BE COMPACTD TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER A5TM D- 1557 -70 (M091FIE0 PROCTGYP), FAR THE
FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKRLL MA Y BE TO 90x IF NOT IN AN AREA OIL FUTURE PA VfMENT OR 5MUCIURAL FILL. TRENCH
BACKF /LL AND COMPAC77OW SHALL BE COMPLETED PRIOR TO T 577NG LINES FAR LEAKAGE.
22 ALL SIDE SEWERS SHALL BE A MINIMUM 6" D/AM£7FR AND HA VF" A MINIMUM Sr 0PE CF 20Z PROPERTY/0T CORNERS AND /OR BUILDING L ACA 77CWS AND
f7N /SH GRADES SHALL BE ESTABLISHED IN THE FIELD PR /GYM TO ANY SEVER CANSIRUC77QN. SIDE SEWER IFE STA 776WS ARE REFERENCED FRAM THE
NEAREST DOWNSTREAM MANHOLE. THE CONTRACTOR SHALL MAINTAIN ACCURA 7F AS -BU /L T RECORDS OF ALL SIDE .SEWER LOCH 776WS. ALL SIDLE .SEWERS
SHALL BE TESTED AT THE 77ME OF MAIN LINE 7FS77NG. PIPE MA TRIAL SHALL BE C900 FOR DEPTHS OVER 15
2J WERE A WATER MAIN CROSSES ABOVE THE SANITARY SENT , AND LESS THAN 3'0" OF VER77CAL CLEARANCE £X/575 BFI#FFEN THE TOP OF SEWER AND
BOTTOM OF WA IF R MAIN, THE SEVER SHALL BE COW57RUCI0 OR RECON57RUCIFD KITH DUCTILE IRON PIPE (CLASS 50) FAR A MINIMUM HORIZONTAL
DISTANCE OF 10' 0W EACH SID£ OF THE WA TER MAIN CROSSING.
24. SANITARY SEWER MAIN LINES (8" DIAMETER AND LARGER) SHALL NOT BE COWSTRUCTFD ANY CLOSER THAN 10 FEET TO ANY BUILDING GYP 5 fFFT TO
ANY CARPORT.
25 NEW CONNEECI7AN5 TO EXIS77NG FACIL177ES SHALL BE SEALED OFF UNTIL UPSTREAM CCWSIRUC770 V IS RN /-WED, TE57FD, CLEANED AND ACCEPTED. ALL
CONSTRUC770N DEBRIS AND WATER SHALL BE REVOKED PRIOR TO OPENING THE SEAL. ALL 7ES77NG SHALL BE IN THE PRESENCE OF A CYTY OIL RENTON
INSPECTOR.
26 PR /0R TO ACCEPTANCE OF CONSIRUC776W AND /OR ISSUANCE 6F OCCUPANCY PERM17S; ENGINEER/$'URVF rOR- CERTIFIED AS -BUIL T DRAWINGS MUST BE
PREPARED OF ALL SANITARY SEWER FACILITIES.
27 INSTALL FALL RESTRAINT SYSTEM IN ALL SANITARY SEWER MANHOLES OVER 20 fFET DEEP. FALL RESTRAINT SY57EM SHALL BE "SURFRACT CLIMBING
AND FALL PROTFC7701N SY57FM ", AS MANUFACTURED BY "MILLER FALL PROIFCTIOW .
5- 319310
24 w OIA. ROUNDED L ACX/NG LID
CAS77NG INLAND fDRY OR EQUAL
(PER CITY OF RENTAN STD.)
FINISHED GRADE 6" BL /ND FLANGE
6"
2 -4" ADJJS7 /ENT r
RINGS 6 0 � + i
(Typ)
4" MIN.
Z.
CRUSHED ROCKS �-. 6" - 45' BEND (fZ x f1)
8" LANG BRICKS ALOWG 6" ADAPTER f x M✓ (MEGALUG)
BOTTOW OF AD VSTMENT
RINGS 6" DL 9°a
LENGTH AS N£CESSAARY
M✓ (MEGALUG AR 60VAL)
r- -� z--- -- -
DYRECITGW
i or ftow
Z66 - 450 WYE (A(J M✓) 6" 1 0.1. FA'PCE MAIN
M✓ (MECr4L UI G W FOVAL) MJ (MEGAL UG W M&AL)
AS -eu��r
ROLL 2 0 0 F,,Ft t05
FORCE MA IN CLEAN OUT DETA-IL
ER' C C
iiA
of-w ow
►aw►�
NO SCALE
14711 IMF 29% Pkwo Suit 101
UNOV", Wo" hinpTon 98007
.CORE 14zm 425.885.7877 Fair 425.885.7963
DESIGN
ENGINEERING • PLANNING " SURVEYING
048 -4- 3/dp3id
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