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I. COl-1TOUI`S5 M AREA M.L -Ov! TOP OF RIDGE. AlRF: FROM
DRAWIUG+ 6Y pME.DERiCK &. tSE.RU P.�. OF HAMMOf.1D
COLLIER WADE - L I V I LIGSTOI-1E A'iSOC I RTES 11-1C. FOR
TuE CITY OF tjE.UTOl.1 DATEt7
2. UPPER ARtrA COWTOUM5 (3Y ".5. WEt3l'l PL5-RICK
STUDER DATF -O SEPTEM6EP, 4. 1989.
3. CouTOUR IUTERVAL r_0UAL5 5 FEET.
WP- 13--2 ®8I •
i 1 I i I AI I I
RKIWr- Hotetz.
390 390
8" C -O.
E. =380.0
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50 �\
W JOtUT HOttEY CHEEK
370 1 ` 370
\ �2
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AWCHOR5 (3 -TM V\ = tlILLHO DERS (3 -TYP)
3/00 300
� I
i
350 /
FIELp VERIFY �X157. 1C"55
I- ZZ %z.° VERTICAL P10 (IJIX } EX15T IDLF 8" OT
34-0 VERTICAL ALICHoP,ILU, 3d_o
_ f4$� w •�. ��
1
390 FF.3°10.0 "ontz- HouEY�CREEtC 390 — 150 1 —
GARAGE b" GO _
380 � - 380 � _� _ 22r�i,�w� �.lz -2z -�2
�:✓ 5T-A. 154 +48.ZI 5WJ'5LT DLVD. =
RE5TMb,lUE0 J01UT s\ NtLL H LDE-M5 (Z -TYP) n -= --
1/ STA. 50 +05. �`I U0I0M AVE.
PIPE L IC140M (Z-TY1'.)
370 VT % 370 TF3U: TOF OF OPE-1�)ATfUC_ IJUT O4J ✓:X15TWC, FIRE_ HYDRA[ -1T EA5T OF
Le.= 31°8.0_ PROP05ED F_A5T DRIVEWAY. ELEVATIOl�37x).10
FIELD VEI5IFY\\ \\ �juQ/,cJ, rz -t� -4Z `
\� \_ Ex!5T Iz"55 DATUM G[TY O - REUT011 G
3OO J 3�O CITY OF RENTON
PROFILE B DEPARTMENT OF PUBLIC WORK S
ex 115T. ZZ' /z_° VERTICAL �IV 5'(�tl lZ�tls�tL
THE CREEKSIDE ON SUNSET
y -z4 R? SANITARY SEWER PLAN
G.R. (BOB) PARROTT, P.E. ���DATE a
- ZI `2 FILE NO
CONSULTING CIVIL 8 TRANSPORTATION ENGINEERING
ALF I 1 � 2'O Fiao voo� -Pc�
5END PROVILEB
11611 N.E. 116TH STREET KIRKLAND,_WASHINGTON 98034 (206) 823 -4940 I ADDED II %p.° NO. REVISION I BY IAPPR I DATE
A
IA I I I I I A
45'±
FIELp VERIFY �X157. 1C"55
I- ZZ %z.° VERTICAL P10 (IJIX } EX15T IDLF 8" OT
34-0 VERTICAL ALICHoP,ILU, 3d_o
_ f4$� w •�. ��
1
390 FF.3°10.0 "ontz- HouEY�CREEtC 390 — 150 1 —
GARAGE b" GO _
380 � - 380 � _� _ 22r�i,�w� �.lz -2z -�2
�:✓ 5T-A. 154 +48.ZI 5WJ'5LT DLVD. =
RE5TMb,lUE0 J01UT s\ NtLL H LDE-M5 (Z -TYP) n -= --
1/ STA. 50 +05. �`I U0I0M AVE.
PIPE L IC140M (Z-TY1'.)
370 VT % 370 TF3U: TOF OF OPE-1�)ATfUC_ IJUT O4J ✓:X15TWC, FIRE_ HYDRA[ -1T EA5T OF
Le.= 31°8.0_ PROP05ED F_A5T DRIVEWAY. ELEVATIOl�37x).10
FIELD VEI5IFY\\ \\ �juQ/,cJ, rz -t� -4Z `
\� \_ Ex!5T Iz"55 DATUM G[TY O - REUT011 G
3OO J 3�O CITY OF RENTON
PROFILE B DEPARTMENT OF PUBLIC WORK S
ex 115T. ZZ' /z_° VERTICAL �IV 5'(�tl lZ�tls�tL
THE CREEKSIDE ON SUNSET
y -z4 R? SANITARY SEWER PLAN
G.R. (BOB) PARROTT, P.E. ���DATE a
- ZI `2 FILE NO
CONSULTING CIVIL 8 TRANSPORTATION ENGINEERING
ALF I 1 � 2'O Fiao voo� -Pc�
5END PROVILEB
11611 N.E. 116TH STREET KIRKLAND,_WASHINGTON 98034 (206) 823 -4940 I ADDED II %p.° NO. REVISION I BY IAPPR I DATE
A
IA I I I I I A
5END PROVILEB
11611 N.E. 116TH STREET KIRKLAND,_WASHINGTON 98034 (206) 823 -4940 I ADDED II %p.° NO. REVISION I BY IAPPR I DATE
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IiE5TR0111ED J0111T 33
COLLIER woDE- LIVIUGSTONt A55oGIpTtiS IuG. FOl4
THE CITY OF P)EWTOW DATErJ
Z. ullrE i pP,l✓A COUToUR5 6Y M.S. WI✓813 PL.5 - MUCK
f I PA AUCNORS(3 TYP.) \ r?TUDE M DATED 5EPTEM3E^ 4, I°IS° .
\
3QD \ I `\ i 3. COUTOUf� IuTERV4l_ �QU4L5 5 FEET.
v 1' 5-2081
TF3U: TOP OF Of E-,ATIUC- uUT OW EXI5TIUG FIRE. HYDRAUT EAST OF
E, 3330_* \\ PROP05ED FAST DRIVEWAY. ELE.VATIOW =395.10 i
_ , �° CITY OF RENTON
FIELp VFRIFI' EXIST. (Z" 55 r
DEPARTMENT OF PUBLIC WORKS
�3o DATUM= GITY OF REUTOU x
Z2' /Z° vEI�T- r3EIJO (MJ) THE CREEKSIDE ON SUNSET
VEPiTICAL BLOCK II 1G FXl5, IOLF 8" D.z. - (� SANITARY SEWER PLAN
u0 BEuDS � 4.5' C)EEP W.W., utY
G.R._ (BOB) PARROTT, P.E. DESIGNED DATE 2/92
¢� ¢ /,, G' 1 p. FILE NO.
320 STA.IZ�i - %Cl t "lam' �vIIS ET CONSULTING CIVIL &TRANSPORTATION ENOINEERINO DRAWN
9 CHECKED SCALE
PROFILE c STA.I� +7[.51 IJEWPOFiT AVE. 11611 N.E. 116TH STREET KIRKLAND,,WASHINGTON 98034 (206) 823 -4940 / ACCESSPAO BP 110-26- ??
NO. REVISION BY APPR. I DATE APPROVED SHEETYJ..LOF�{L
!W ®13 ® 20S i
^I.- ^I, A.I^ ^ I ^I^ I„ I I I I a I j r, I � I � I I I A I I I I A I I I I I �
I SANITARY SEWER NOTES & SPECIFICATIONS
1. All work materials shall be in conformance With the standards and spec ,cations of the Ca•
of Renton Utility Department and tiie latest edition of the WSDOT/APtt A Standards end
Specifications.
2. The hours of work in the street right-of-way shall be limited to 830 a.m. to 330 p -m- on
weekdays unless otherwise approved in writing by the Department of Public Worliks at 235-
2620- Al street closures, partial or full, shall be approved by the Department of Public Works
24 hours in advance. The Police Department, Fire Department, and 911 shall be notified 21
hours in advance.
3- All construction shall be in accordance with "Standard Specifications for Municipal Pubi =c
Works Construction' prepared by Washington State Chapter American Public IVorls
Association, latest edition (APWA) and City of Renton Standard Specifications-
4- All locations of existing utilities shown are approximate and it shall be the contractor's
responsibility to verify the true and correct location sa as to avoid damage or disturbance-
s. A preconstruction 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 io
starting construction. (Inspection will be accomplished by a representative of the City of
Renton.) It shall be the contractor's responsibility to notify the Ltility Department 24 hours
in advance of backfilling all construction.
6. Contractor is solely responsible for the means, methods, and sequences of corsu- action, and
for the safety of workers and others on the construction site-
7 It shall be `her of the contractor to obtain sheet use and any other related
- � r,:.�rb.l�.y
permits prior to any construction.
8. Plans approved by the City of Renton, Public Works Department shall takk-e precedence over
all other plans.
9. A copy of these approved plans must be on the job site whenever construction is in progress -
10. 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.
11. Backfill shall be placed equally on both sides of the pipe in layer with a loosee average depth
of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of
xi
mamum 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 desmbed.
12. Open cut road crossings for utility trenches on existing traveled roadway shall be backf-illed
with crushed rock and mechanically compacted. Cuts into the exacting 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 with 30 days and shall be per City of Renton Current Standards.
13. Datum shall be City of Renton, U. S. C. and G. S.
14. All disturbed areas shall be seeded and mulched or otherwise stabilized to the
satisfaction of the Department for rbe prevention of or. -site erosion after the
completion of construction. 5PECI.FIC MIX PE516Ar 514ALL 3E SIR5M ITi<p
TO THE CITY OF RENTON FOR REVIEW PR102 TO UTILIZATIOtI-
15. All pipe and appurtenances shall be laid on a property prepared foundation in
accordance with Section 7- 02.3(1) of the current State of Washington Standard
Specifications for road and bridge construction. This shall include necessary
leveling -of the french -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 pea gravel 6" above and below the pipe.
16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM
D3034, SDR 35, or Ductile Iron Class 50, UULE55 DTLIEfiWISE 5FECIFle-O
Oki PL41.115. -
17. In unimproved areas, manhole to extend minimum 6 inch and maximum IS
inch above finished grade. In paved area, cover must slope in all directions to
match paving.
k/ W P-13- 20 8
SONS WO 11"506:
1 %Z I� - 3/4.5MC- S 5PACDD -514"
A5 INDICATED- U;. 1190
❑❑
❑0 0
❑❑❑
T
IIWRA15E- 1 /72'WIDE 1" fl
DER
5/B F eop JOINT �
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i 4°
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1
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(NTS)
Y4
a••nto. ezali�i aGet..ttuc -.
1� ``I� � /�3.OG�O�G011GCZETE
s aaa,&Z — 1 4 :I II
Pt?= HELL =U' &.LL 6E _ c
UP- STMe &. =ZOvu fucilotz t!t -fOt S- jU2`3ED
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auctaciz � !
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CPEf -till[ f3ELC \V -
1LIV EIZT CF <_clV E2 � v :
NOTE:
PIPE.ANCHORS ARE TO BE INSTALLED ON ALL 1
SLOPES GREATER THAN -20% AS FOLLOWS:
1. NOT OVER 36 FEET CENTER TO CENTER WOTE= 5EE- f'MOCILti5 F06N
-ON GRADES 20% E UP TO 35 %-
2. NOT OVER 24 FEET CENTER TO CENTER 51'FGI1" IG S ?dClilGi.
ON GRADES 35% E UP TO 50 %-
3. NOT OVER 16 FEET CENTER TO CENTER
ON GRADES 50% E OVER-
PIPE ANCHORS
°KEPI S I /Z 3,id "5FACGE5 SPACED -5/4''
_ 7° sfiL 5t°$CIUG A5 INDICATED - Lt. I/8''
1 \ ❑ ❑
0111 LD CRtPE WITH ❑ ❑
/ /JUTE MIITTIUG WVERIU& ❑ ❑ ❑
_ ALL D15TUf LnED 5URFACE5.
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TIMES R EAr --KRII SUPPORTS
G.R. (BOB) PARROTT, P.E.
CONSULTWG MIX 5 TRANSPORTATION ENC-INEEMM
11611 N.E. 116TH STREET KIRKLAND,- WASHINGTON 98034 (206) 823 -4940
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CITY OF RENTON
D E P A R T M E N T O F PUBLIC WORK S
THE CREEKSIDE ON SUNSET
SANITARY SEWER NOTES & DETAILS
:SIGNED r?P DATF ZI 1Z FILE NO.
LAWN
iECKED SCALP 1.1011 I 11-AO
PwOVED SH EEIi/__ ZF 20
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STUDSR 'DATED l5ef"MMDf -M A. 11M. - We'VERTICAL MUOtuJ EX 15T IOLFb OZ
VERTICAL AuCItORtuG �a� Yz9 9t SANITARY SEWER PLAN
tj. couTOuR 1 uTBR VAL. GQUALS r7 FEET. Sao 3� QFL (BOB) WJ PAMOTT. P.E. r ^-
_ 2_!12_
PROFRE A eowllLnw aw • ,tw�ulwe�rw>twlr sl..¢... �„ �•• �_.� .. 3 ,..
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rmofv5w EAST DRIVEWAY- eLF_V&TIOW-3'I5-I0 OKPARTNEWT OF PUBLIC WORKS
EXIST. IV -3
FICLI? VeAlry -5 DATUM: CITY OF REMTOLI
THE CREEKSIDE ON SUNSET
MUD (mi)--/ Lcxt,5T. IoLr 6' t7l-- ol I _.
cli I I.Icn wo eexjo5 - 0..,5r vef-r 71till SANITARY SEWER PLAN
GA (BOB) PAMO-ff, P.E.
5TA,11 +7l_51 LIeWrOMTAVe. 11611 N.E. I 16TH STREET KIRKLAND.,WASHNGTON 98034 (2W) 823-4W ACCESS RAO ep 110-26-'g S
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