HomeMy WebLinkAboutWWP2703465.3SANITARY SEWER NOTII-__��.S AND DETAILS
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CALL BEFORE YOU DIGS
1-800-424-5555
I
4"r 24" COIMP/. (:I_S ';?NCRETE
DLC,-K PCURED AF<,OUND
CONNECTION TO VAIN �
4t
N 0 I-E:
DO NOT USE WITHOUT `,1RITT_N
APPROVAL lCF HE WASTEWATER
UTILIT?.
BFI_Ov! STREET GRADE
6„ ON r„ Y B: ANCf-
LONG 6" 1/8 BEND
STANDARD 6" X MAIN S'ZE TE=
SEINER ?MAIN
NCTE
0 RAISE TO GRADE
USE STANDARD 6" SEWER P'PE
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
tw _,
ADOPTED
CII`Y OF RENTON
STANDARD PLANS
�> V L
LST DATE: O4/O4
DWG. NAM.E
B081 SP PACE: BII
4 BEND ',S REC IP D (NO MORE �Ii `JO' TI IFAS SF .L BE
THAN 45 6 `1C i. FR r' _I ; 4" CL 7U- E ',+dITH I CCOIA'LISHEC B ( 4E=NS
CH AP.J_ f DP C ICI G:` ""AEC H." BEf - 1. ID FLY.; r + CF a, W E AND 4 BEND.
9 1 PECU S P =:^F w w " T'''J 45' BEr-.DS SH;',_L P.0-
LL-:JUT `,I =I BE=CCEFT.3LF.
c
IL IL L
IL IL C
a C_
I '�,IJSE w 0J� �I J I":GUSE L I HOUSE
I., I -4" SE1h'ER PIFF
SUPF'.CE t J)PCAL)
4" SE14'ER PIPE, SEE NOTES 3 APJC j.
.ES, _FE ,IT ti1IT,.IM1IM IINF SIZE FOP. THE THAT
F P_JG I UP * F , 1
L CL =.HOUT *I �I:.ICLE 11L l 5 6"
l w'rE .'.'ITT P, IIC7 Plc ).
1P RTr" IIf,E ( =- � � PRGPFPT'Y LIIJE
5":, 4" RECU::ER
(T I'll CAL;
J V:L T] SEWED. LI J'E v
Ti'�I :AL BUI uifdC SEIA'ER INSTALLATION PLAIN
F TH-= 3CILEll SLPE"? LI ='.'I I Fl,'-URE HAVING
L0_D EiLL FIVS O C• H � LL'_C':r I IL ELEVATION OF
a THE I.:- •T :.PST"EAM I1''aHCI E CG R OF THE PUBIHC
>.
3f'I<.rLOv+ E`.CI IlOrl DEVICE SUCH
c S C_ErN CHECI irNDABLE VALVE 0
n L u - q
L SHALL BE IfJ�TALLED P. P�`ED t U Q _
T. -
-i _ -f SJ L F'IF'E
�o
�+ Cr'. DER COUPLING
4' (_ALDER COUPLING _C)IJA TO FIT
OF EwuAL TO FIT c
P A� a.. c -SU .F ,GE GLE, IIUUT
C
o: r'
_ ...E 5P.F
4 r.4 ,v E
m `n CLE'f+LOUT 4"x m
Itr.E� -a" PIPING
PL..
A">: 4 "TEST TEE
UJILDI IG C :Ll II A.CE U? AI,.D 'LJCGED
F HO-_SF n 4 'TIPPLE
D
4" REDLCEP
J f CCIIPLING TO FIT END 6" PIPE
NOTES: T
E- 2
- a lice-se�•.er :er--ii m_st be ll_on of a sa altar• sewer connectio � �.r. 1. Prior to taste w c w `1 111 :.
r, _ EI,,. E ? �4 STUD fID CAP OR PLUG
purchased from the City of RentonlPublic Ncrks Deporime--. 0 m o ON EI'JD DR EXISTIN"' 6" SEVER PIPE. AND
T es of e and fit r s that can be. used f-r sznftu,y sewe-s shot oe I'•15T, .LL BUILDING SE`dJER COUPLINGS,
p pp sthe REDUCER, TEES, hD SENDS AS PFOUIRED.
b,- th Deportment of Pub �rls. Pu6ber _r -pre- gash.-.ets as pec Fed b,i b�; the
manuf cturer, shall be used n :ein s.
g p pipe, PROPLP I,' LIIVL - SEE SIDE SEWS' CET:-'.L 'J'iJG ER 9,
3A mFa . -i-Um de of 1 er feet mus. be manteirzed with T` e In. the '.! SP P;',3E I
evertq - o g-adc co -not ee -air a-e the er m-st grrnt a grade rz.ecv;e to the O w L h PIP ff 0 b'
Cl-,; one tfen ca: insta' 5 pps at c ..rode of 1 w �` BE,ONO P. ,FEPT _INE
4. For inspection os . ide ew r call .4 hours n ad•ance. The nsp Q ,--r. phone �,�� `;ICE OUTLET T
I number Is a.: .na side sea+or per-ii. Site must be reedy for insaecU .n and s c- I SEE NOTE 6 SEu4' IxlAllrl
representati•.e on site when lnspecrcr arri-j- at appoanted :me. Sde se-:>er and stuc C -,I ?r
shall be tested per City specifications male on : c-i •n ar --e a Cc not c_ PLAN
ha-4,fll
fter the d t I, rail approval is y er by ::`:e -c_ar. Fl-al app al „',: be granted --� v T� 4 BUILDING
athe existing septic tank has ken pu^rpe .: anc filled ,with cofic, J SEWER
INSTALLATION
5. n {all sid- =_ewe:' iritf 2 min:nnij-ncc er. '15-' c-, is alle- at ire no,_se, ii
autl t Is shnlo,v_
sde -er st_b is -at a,;cl ah e. The c ner shall bs responsihle frr its
in tallctior�. Tfe side se er shc':I be a ^ Irimum of 8" In size. If tee is not ovaitabte,
un ess p-.9else oppro,e by the, ci •-.ake tap through cast iro- scdd e secured to +' ' '3
sever r-:ain wit , stan ess stee. bends when connecting new side se ners rc e;cisiting p�L T f� '1 %, ri^ 'v
main Plain a d re rtareed eonerete, DI pipe and Cl pipe sever ma' .s are to be care 48HP•, L �I. 7-', I E.�t"'...] 1 - !J n- '-F�`i- �.�.]J
drilled. %ritrt ied cicy pipe shall be cut and have a new lee sectioned In. All work
Fri: street Figfii-of -v,cy shop be done by e licensed ❑Ind con_ed c--tar.
7. All pork shall be acaornprished in accordance with the ".s^Ington Industrial So'ety
and health Act. (rMSIFo
d- s s n to pabr� -qn ,f sh a _an`crm to TYPICAL BUILDING SETVrER
the ma..,. cu er -re^c. restc,a7c �equire:merts as =horn on d,v_ #iF _'._. SIDE SEWER (PROPERTY LINE)
?- All cu... din; se.- =rd si^e =_,e-s shcl -a.•e beddng --rdance drowinq TO BUILDING CONNECTION
t3'v,18C �r BP;79 as aop'.Icable.
0. There shal .. hs a minimum lU tact horizcntal seperation between sani;:r.; side INSTALLATION PLAN
se,uers and a ter s rvices and ❑ minimum 5 foot horizontal seperation between
sanitary side se.ers and ell other utilities. .� Gi ADOPTED
U CITY OF RENTON
+ T ..
STANDARD T ,1'(S
t LST -)ATF. O4
- - -��
JDH
ISIOrd �'r APPR'(1 CIJ I::IA,Ir'E BC�82 SP PAGE_ B082
�i
PLAT OF WINDS4TONE DIVISION V
A PORTION OF i HE G 1/2 OF THE SE 1/4 OF = THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
v
CAST I; OC,N RI',]G AND C0
CCNCHE
CLASS
a -I yT
PIPE 1 IA.TEP,1' L AS SPECIE ED
D" THE EHCIN -R
PU IC TI DE S LED
H S;I,1E L'AkINER ,6S
SE','IIER JOINTS.
ND-F;:
1. B" C_EANOU-S SHA.L_ BE EASE JORD N IP if' AIORKS, II'r1C.
Ida. .3648 OR EC'JA'_. CLE.T:h' OUT SHALL BE , AATER TIC' -IT ASSEMBLY, 8 OR 6 INCH C'LEANGIUT
7. If,l LNIMPRnv AREAS, PCUP n -U TIJIChi, 2'-0" SQUARE
CQNCR _EGLASS 3000, PAD A.RDUIIU 11 RING AND COVER.
4- 111 ASPHAIT ROADWAYS, RESTORE :AROUND C'LE ROUT RING AND i ADOPTED
CI -R 'S PEQ-IIRED B'r STANDARD DETAIL DRAi,/ING BR36.
CITS OF 3LNTON
+ +
!!llllii�� ST9ND_+1RD F hNS
LST ATE: r,.?_GDS
1r',TE R70SI0"1 Bf 1APPP'G i1E. BI. ,I_-1 SP PAGE: B0?6.1
SANITARY SEWER NOTES AND SPECIFICATIONS:
M0-�'TAF FILLET
P,IANHOLE FRAME AND COVER
EE _ `-/II' ( BP_`
,SP P,'',GE B074)
ADJUSTP,1EN - (z-" 'v'I'l.)
CORE
PUBB-, ETED J011,J-S IN
ACCCP.7_Ai'J7:E `'.VITH .^,.STI"J 17 447:
STEPS - 3 /4" DEF3PPr1cC B,-P
STEPS SHALL BE INCLUDED
=,dCRETE PISEP B" PIP-__ i,C.,
OP APPRO''JEC
MAY.. PI SI Z_ E'
LAC:DEP-STE. AUJ 111JL1',.1
OP GP,L , `ED STEEL
M ICR-TE SHELF
PP-i :.ST B", E SE,T Ck]
UIP CAST N S-IFLF.
, l T� P'`r NI A N H O L E T�'r'P I :- � � D E TA IL -
N 0 T TO S 2 IT
r-, R E. FI' ,F,
4 8 " IvIH
48"
6" I'MIN. 511PIIN
24" MIN.
I 2 " I.D.
5 4 " MH
5'--'„
8" 1;1,H. ' S.5" hJ1 ::.
14" I'MIIL
24" I.D.
Fr" IvIH
60
8 c" Ir1IfrJ.
4_" I,41[,l
3C1" I.C.
N C_FS:
1.
S? PS ?'J BE /4" 0 DEFO?"dED 3.AR Gam, SAFETY' STE'S OR GUA'_.
2
STEPS �!:RE TO 3E IN PLACE B FOPE I,HINFOLE SECTIUI'•IS ARE If•.S-PLLED,
3,
Cr5; ING TO 3E PER JR,v,WAG BR29.
4
I,Af:HGLE SECTUPJS TO BE OF 7'Ell',70 CED PRE -CAST CUI',ICR--E
5
ALL _ I U IJT�_- 5H ,LL DE GROUTED.
b.
SNI11 uR`r .t_P F,I'`,i1HOLES SHALL HA+,- ALL :NTERi:OR SUPFA,CES, ICJC CIIJG CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS LT!ETHANE COATING; VuASSEP. `iC AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
.
RUBBER C=,SI<:ETED JOINTS SHALL BE 11.1 CONFORMANCE WITH A.STM C-44 -
U.
CHANNEL BLIGHT SHALL BE •=. MINII+^UM OF 3; 4 THE IINSIDE DIAMETER OF THE LARGEST PIPE.
SANITARY MANHOLE
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPI; AD;,,PTOR, KUR-N-SEAL BOOTS OR
APPROVED EQUAL.
TYPICAL jETAIL
10.
MANHOLES EQUAL TO AND GREATER -HAN 20 FEET DEEP SHALL BE A 1,11 Illa'IUM 60" DIAMETER
AND HAVE A "SURETRAC'r:'• CLIN-IDI[IG AND FALL PROTEC-ION SYSTEM INST.r''.LLED.
0
A-DOPTED
v'
A Nell
CITY Or, RENTON
t! +
"""����
-
:.;
STANDARD PLANS
-- 'Ni
LS_ DATE D4/04
04 1 .'U'
Pe,,isee -ictes.
Dh"C
D 1 96
iced r.otcs.
zC AG
'
RE•i SICfd
_
B IAPPR'
C''e':;r. D1-:
81: - SP PAGE: RO
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF
RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR
TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
T THE IT WHENEVER CONSTRUCTION I I PROGRESS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON E JOB SITE W ENEVE CONS UC ON S N OG ESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM,
WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10 BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES 0F THE PIPE IN LAYERS WITH ALOOSE AVERAGE DEPTH OF 6
INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY,
THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. .
CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH
MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED
WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE
LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF
RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF �E
TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE AS REQUIRED FROM THE PIPE BEDDING STANDARDS, COR
DETAIL B077.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE
IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR
MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
VI (SEE FII_) E )
-LIMITS OF PIPE 7&
BACI�FILL MATERIAL
(SEE NOTE 5)
D
COIJCRETE CLASS C
rSEE NOTE 8)
C
--CLNDATION LEVEL
B
(CLASS A, DESIGN)
BA:CKFILL idTEI
(SEE NOTE 5
BEDDIP,IG IvIATFP'
Fi�P RIGID PIPE
(SEE NOTE Fj
FCUf.IDATIC', LE
NDTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
?. HAND TAMP UNCEP HUNCHES,
3, COMPACT BEDID TIC Iv1,4TER'AL TO 95MAX. DENSITY EX.CEPT DIRECTLY
D. 4FIDE. HH.i,ID TAMP
4. SE XC VATI0N AND FPEP P.ATIO�I 0= 7PENGH" IN THE SAI T P:'t` DlMEh1510fV
SENEPS S'ECTICN OF TT- S_4FlD PD SPECIFICT TIONS FOR EI`• H NID1F --
"r^ D -PE1 HIh..0 CPT DI IS -HIE P DE 7,01F iI -I_ B HE ACTJAL
III 'NIDTH E')CGEPT FOR L SS A. BE]l HE MINIMUI, :GII,'PETE
W D-H SHALL BE i- C. + E`.
5, T?=`.,'CH BAC'FILL SHA":L_ .,OFIFC'4,1 TO "SAC•<:F1L_IfdG SE'iv=P T-ENO ES"
IN TH SAAIITAR't SEWERS SEC -Of OF TFE S--,AItDAPD S E CI= Ch 10`.S, B
EXC_'- _HAT POCIt S OR LUI,IPS LARD R THAN 1" PER FOOT O= '!PE
DI
n c :, 1ETER �H.;.L NOT U�E,. III THE B "1<:_Fit Roy A ., _L -EP.I L.
C
6. SE- "3ECDiNG MATERIAL FOR RIGID PIPE" If THE AGGREGATES SECTION
OF THE STANDARD SPECIFICATIONS FOR THE Y TERIA- SPECIFICATIONS.
'. SEE BEDUI IG f.-0rsIERIAL FOR FLEXIBLE PIPE" 'I 1NE AGGTEGATES
SECTION OF STUPID:,�PD SPECIFICATION FOR THE MA.TEPI.4L SPECIFICATIONS.
8, PIPE MJST BE ANCHORED IN SUCI'': A MANNER. AS TO ENSURE FLO'h
I_INIF IS MAINTAINED.
_S OF PIPE-r�''..E
EEDDINC CLASS DESIGN
CLASS A
CLASS B
L SS CCl D
GLASS F
b f.41 1.
4 I.D.
I
6" t/111.
6" h.4 N. HERO
6' MIN.
1;'4 C. D.
1 /2 O.D.
8 DD,
ERO
O.D.
O.D.
/3 D.D.
O.D.
-
PIPE BEDDING'OR SANITA-EY SEN(ER
`r ADOPTED
(� Cl'01' RENTON
ST.T'N➢aRD PLANS
date ❑imenslone In Table_ hIP i M3 f,",,+,i rt'fl
'J. LS1 DATE: D 1,.'r_1E.
Correctee note 4 DC',! DT
Pe.eed nc 5r -es, 4,,,& B. added ncte S P, -- --
- -
RE.iSI2fV B•, AP-P'D DWG. rjAME: _'1T, SP :a.cL_ TI T
EXISTING GRADE
j OF PIPE
. . . . . . . . . . . . . . .
. .. . . . . . . . . . . . . .
:
.........
..... ........ :
........ ................ :..............................................................:....
41I0 �-�"
.� .
PROPOSED GRADE :....:.:....:....:....:....:.:....:....:.
. . .PIPE ' . . . . . . . .
. . . . . . . . :
:.:..... .
. .
:
51 Lf 8
.................... .....'.........:....:......'....:
:
................:......................................
..........................._..
174 . L : 8 . SS ®2.ox ....
........
...... ..
....:...._....:...............
:
...... `
�SSMH' 5
-
22 5
. . . . . . .RIM=442.0. . . .
: IE :OUT 436.01. 82 . E9
}
.
. . . . STA.- 2' +:74.24
. .
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IE N ' (8 - W . . . .
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430
. . . . . ....:.:....:....:....:....:.:.....:.....:.....:.....:.:.....:.....:.....:.....:.:.....:.....:.....:.....:.:.....:....:....:....:.:....:....:....:...
' 1E=OUT 434.89 8" N
...............c..... .....
:
SSMH . 3. . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . .
:BRIM=49.16
STA.• 20+00.00
STA., 12+80.27-, -4:52 - RT._ . . .
. . .
:
: IE=1N .431.41 (S" :SE,: S}: : : :
: : : : :
: : : : : : : : . . . . . : : : : : : : : : : : : . . . . . : :
: : : : : : : : . . . . . . .
: : : : : : : : : : : . . . . . . : : : : : : : : :
: IE=OUT - 431.31. (8" . NW : . .
r....... ......... ......... .................................. ......................................r............................
. . . . . . .
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..._..............._........______.............._...._........-----------__--
._,..__.____..__._........_.__________.__...___._______. _. ___ ......
.
SANITARY SEWER PROFILE
SSMH #3 TO SSCO #1
SURVEYED:
BCE
DESIGNED:
----_.-----
RJH
DRAWN:
RJH
1 COR COMMENTS DATE ,/2/08 AND REDLINES RJH 17/8/08 AS CHECKED
NO. REVISION BY DATE APPR APPROVE AS
NOT TO SCALE
SCALE:
1988
HORIZONTAL: 1 *-20' HOR ONTA�L: t D 1983/1991
VERTICAL: 1 "-5'
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
stals4ft F ()3
- Z� -k
I
r
1�
wi�► CITY OF PLAT OF WINDSTON DIVISION 5
RENTON
Planning/Building/Public Works Dept. SANITARY SEWER
NOTES AND DETAILS
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24661
Fsso /STE NG��
AL E
f ,�C IRES 6 11 p
3/24/08
FIELDBOOK:
PAGE:
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