HomeMy WebLinkAboutS-279101SECTION 8, TOWNSHIP 23 N., RANGE 5 E., W.M.
8. Plans approved by die City of Renton, Development Service; Division, shall take precedence over all other plans.
-� CASTING .PT.# F ➢RY
C[ SEE DETAI 5.1.4.4 9. A co Of approved
(- 6• SEE DETAIL 5.1.4. PY plans must be on die job site whenever construction is in progress.
: \ 1z u -ADJUSTMENT (4° MIN.) 10. The contractor shall provide Lite City of Rchlon with an as -built drawing of the sanitary sewer system which has been
tl +b NOTE: SANITARY SEWER NOTES $ SPECIFICATIONS stamped mid signed by a licensed prormsio al engincer or licensed professional surveyor.
SANITARY SEWER MANHOLES SHALL HAVE ALL 1NTERiOR CONE
SURFACES, INCLUDING CHANNELING, COATED (SEALED) t. All work materials shall be in eenfomianco with die standards and gpecif ations of the City of Renton and the latest 11. Dackfill shall be placed equally on both s ;des of the pipe in layers with a loose average dryrth of 6 inches, maximum
-a WITH A HIGH SOLIDS URETHANE COATING; xM MORTAR ''pINiS edition ofthe WSDOT/APWA Standards and S de !h of 8 inches, lltoroii hl lumping cYCh In cr to
-C J�Q Q ` WASSER FC COATING SAL BE WHITE. EOUAL; ��t' P g Y Y Percent of maximum density. These compacted layers must
I%L ` COLOR OF COATING SHALL BE WHITE, extend for One pipe diameter on each side of Ilie pipe or to the side of the trench. Materials Io complete the 1111 over
t1��t \ 2- Th. hours of work in.the street night-of-way shalt be limited to 8:30 a.m: to 3:30 p.m. on weekdays unless otherwise pipe shall be We same as described.
STEPS S 3/4' DENRMED BAR ' Y
STEPS SHALL BE INCLUDED. approved in Wndng 6y the Transpodalion Division at 277fi222: All shat closures, partial or full, shall be approved
nM by the Transportation Division 24 boom ID advance. The Police. Department, Fire Department, and 911' shall'be 12. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crashed rock and
I CONCRETE RID E UA PIPE. INC., ratified 24 hors in advaeee- mechanically compacted. Cuts into We existing asphalt shall be nrolline cut with saw in a continuous line. A
OR APPROVED EQUAL temporary mix patch must be placed immediately alley backRil and minpaction. A permanent bo mix patch shall be
U - O \� 3. NI constriction shall tic in accordance with, 'Standard.. Specifications for Mutt' cipat Public Works Construction" placed within 10 days and shall be per City of Renton current standards.
G, 0 Prepared by Washington. State Chapter American Public Works Association, latest odition (APWA) and City of
/1 '•stl MAX PIPE SIM - 21° I.D. Rwt a Standard $p cifrWions. 13. 'Datum Shall be City of Renton, D.S.C. and G.S.
LADDER-SM ALUMINUM
MORTAR ALVANIZED, STEEL . 4: All locations ofarisli ng uhIite551ow1 are, approximate proximate and it shall be the contradru s acponsibihtyto Verify the We 14. All disturbed areas xb.11 be sccded and Ill itched or otherwise slabiliud to We satisfaction of the Deparlmed for We
ZvJp FILLET CONCRETE -SHELF and mrta[ location so as toavoid terdislulimnec: prevention ofon -site erosion alter Ono completion ofcoustmclion.
N lit: F . �: 192••0 5. A praunarudwn confrence and a 24 hour notice shall be red prior to- startin
rcgni p g new cons. (In p It on will the I5. All pipe and .
PRECAST�9ASE, SECTION � eontractols - P P ppurtcrl.nas shall be laid cut a properly prepared foundation in accordance with Section 7- 02.3(1) Of
- -_ OR. CAST IN SHELF. respoosnbihty to seenre ry, of Ren' Pnndts Prior - to starting construction. (Inspalion wihl be
�� s••xw, neces current l Slate of Washington bottom or a top of the for Road and Bridge as w Construction, This comp) include
i
-L_- aspect" 24 by a in advance ofbaf Ih (frog all Renton the itshall be 0nc contmclor's'respouxibility to notify tltc Ci!y ncc;s,..ry lcvcling.of the trench bottom or die lop of die foundationnatcrial as well as placement and compaction of
Irispcdor 24 Inwrs is advance of baddilltog ail construction:
o -Z �� ! required beddingnalerial to uniform smelt so that One entire IcngW of Die pipe will be supported ona.unifomdy dense
o C9 SI G+E SE ER - O --I s• xin <rm> 6. Contractor is solely responsible fer the unyielding base. Pipe bedding shall be pca gravel 6° above mid below Lite pipe.
- axons, rraslncds and sequences of consWClion and for One safely of workers
SANITARY MANHOLE TYPICAL DETAIL and others on Oa construction site, 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class
` 41
50.
r� r 8 "W \ \ \ 7. c shag be tint responsibility of the contractor to obtain sVa[ use and any other related permits prior to any
8 9 "n 0 5 8 V Y \ construction, 17.- In unimproved arcis, manhole to "lend minimum 6 inch and maximum 18 inch above finished grade. In paved area,
LL89.89, \\ cover must slope in all directions to match paving.
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MIN. FF .0 RIM: 287.0 \ate\
/ � PV 149.0J.0 °, r�'
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aQ RIM: 165.50 /
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N I o CO D o CD
MIN, MIN. m IN. FFE: S.o' MIN. FE: MIN. . r
N. 216. \ \ \ y 1
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O 25 13LI • I I I j -TEE
N \ UTILI EASE- 0. ' PUB / / 13 L" 2.0% 0.7 I
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PIP, 17 ¢
-0 - - 0 8 .00' 55 00' 5 .00' / 69. 6' /
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it I- 10 U ACHCR NOTE.: a I I ROCx�zY �' -
\ MB r EX (ox WATER
l H LD PIP IN I W S MRN NOI_E "I - 96" Mgt.) HOLE. #3 - 4B" MAN HOLES IN UN- i.MPRO�IED AREAS (MIHs
L \•- , F- D° -+col RV Tell RIM: 1 103.5 RIM: 165.0 t (MATCH GRADES] Si-lgLt_ Fx'rF D R MIh11MUM Lo" )\SONS FINISH �R>°rDE, NOT 00 CENTS INE OF
FA RIG` -`TF -p CAL p,R. �a lE: 1 55,5' 21x1 N $ Ei IN
IE: 155.x}' ce ",Sw)our }E: 1'll z'(e -: W BUT TO GEED 121x' PcIAVE FIUISFI GRADE. (SEE NOT7 =� l�) 3LAINE VE. NE
< sl-A o +az r 17 i• I' (s', ) Al E' P.�l .Nom.
I E : 111.31' (ts'I E� w - Af �iOV 1.) �� r f e
✓� \ \ r 1 (SEE -nP. P TAIL Rt�vE) S-p1 I +o2 APPROVED
APPROVED
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' � D. -T it h �9i BY DATE
At-
BY
)CIS
MAN 151.15 4a° GRAPHIC SCALIC �2.L31Q9 C I'T�' O F R� NT O N
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\ \ \ 1E: )40•[02 ( IZ , Nw -) @ETjCHMARKS 20 10 40 1!D AL DEPARTMENT OF PUBLIC WORKS
\ (sET OvER ex. IZ' PIPc CITY OF RENTON - 8M /612
Nei IN 3/8" COPPER PLUG k PUNCH ON 4x4 CONC MON DOWN 0.45' IN. CASE
SrA o-roo ®� EDMONDS AVE NE 160'1 SOUTH Of FERNDALE AVE. NF ;~ SIA.NITAttRY SEW�iz Pj,A�j
a n" ENGINEER:
I ECEV END.os6 4 /p ^ C C NQ FLYNN SHORT FLAT
CITY ' F RENTON - BM //398 T kWh ° & JAEGER ENGINEERlNCa
E FT. �MH
c8 3/8 '- COPPER -PLUG dt PUNCH ON 4x4 CONC MON DOWN 040'-IN CASE:
RIM' (45.$3 a Q EDMONDS AVE NE Ill FRONT OF HOUSE #801. �" - ( 11114(94 9419 South 204th Place DESIGNED: iii
IE: 13$.44. 12 "N,S� ELEV = 285.08.5 == DATE: 3/99 FILE NAME:
IE. 13 v.na (e" e) - �` Kent, WA. 98031 DRAWN: SN
Phone No. (206) 850 -0934 CHECKED: TIT SCALE: 1 " =20' nr n BOOK: PAC'
NO. REMSION 91 APPR. DATE Fax No. (253) 85C-0155 APPROVED: _ SHEET: � OF: 11
xce u
SCl1iMED OCT • i on
LL #1610 210 .241�