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PID: 1023059382 \
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[SSMH 28
+ STA 13 +23, 5'RT ON
PROJECTS 5327
3: RIM =424.3 W 8.EDGEWOOD LANE: 13 +23
O -O -W 1E =4115 BRETZKE 6 + 63.60
J � H
m1. TE 424.07
N ,IE 420:27(E)
W °' IE=420.32 {W) ary� -HALT ROAD
Oth z SYPUE
ry^ .:. ....dry r.,. 7: •'!'.. \. \ . \\. � . 1 . \ ':
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EXISTING 5' SIDEWALK
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R_O-W N! 415.'2 �'°C `,o
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�,.LEV. 415 3' \ \ �rOi• \ \ \ - a'
WLB \ '�t• \ \ \ t\OT A \\
ELEV. 415.9' WLB2 WI-135
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N ELEV 41 2'\ m \36,. \ \ \
+ \ \ \ 434
EXST. d W I �WL86 i1 A N\ •' \ aEAN '01
SSMH #1 NEW SADDLE MN 48" I i '�/ ,C W.M. BRETZKE 05 +35, 0.5' LT E72y $ 5 EC.10, T. 23 N., R. E., M
INSTALL ON EXISTING SEWER LINE
VERIFY LINE AND INVERTS PID: 1023059370
IE= 428.10 E INSTALL 2a ASPHALT COLLAR SEWER PLAN
IE= 428.00 W �
IE =42 10 S AROUND SSMH 1
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OX 9 EDGE OF ASPHALT 9 W 00
i�G � '• .. .-+ - 0 . :. / ' SEWER. LINE .: 17007'•`CALC
\,5 +00/ �° ss B - ss s o E
\4 +00 ^ ISS -T A Ss B ss' B'`
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d^ �d \rid °� ♦ \\ \♦ isdh•s \\ .sa n° \ c'�j, d I 'y¢. y 7 QU°6 ... • O(�0 • ^ ..0' D .. F SPH LT. '
d \ 1 0, •�` \ F,T d`\ \ \ d5 \ d ' a°/ I' .• d °� '&°6� O° D: W.APRON• o
\ N \ \ b d CCESS ° dti
° \ \ \, \ ,r ♦ F \ _�bA / ^ e� SITE BENCH MARK'o�
S88D76Ya d� 331.65' 1 ° � \ °♦ \ \ `ss \ \ •`Y \ I � .� � 0 h d. A CATCH BASIN o
438 Y ° \ \ \ \ \ a 4 d° q A CONC RIM ELEV.= 469.24'
_ F r \ \ \ ° \ d v b0 de rib 2 +00
\ ♦\ \\ p_W \Frn° \ �• - \ • o a S88'16'10 "E 100.04' 0 S88C6'10 "E 70.03'
R -O -W
436 1 0 \gam din° N\ v $ \\ 70.00' ♦F \ \\ \O.Q( ry \\ ¢ \ \ 4" • : dO - - -
\ 5• e\ \ \ \ \ \ 6TOP OF S OPE $\ ; is`o `'\ FSF\ \ e,g s�� N\ °\ e6� \ ° Notes
M1h (\ \ I \ \\, dRy\\• \ \T \\ ° \\ \\ dh`�• \ \\ \SS \\ 1. SEWER EASEMENT ACROSS LOT B IS 10' FEET IN
'
IZ O� TO °i 1 � LOT B * \ \ 2. SEWER EASEMENT AND ACCESS EASEMENT ACROSS h \ \ \ F \ S m \ \ ' \:.1 WLB6 I I 1 \ \ \ °i l °' ` `F ; ggs\ e\ \♦ 0 gS2 ° " ♦ °p�' \ A. LOT C IS 15' IN WIDTH. 0
Q LAG ELEV 41 .0 2 <5 \ mo� o \ \ - -I- - - - - - - - - - - \ �g ti z \ �° 4 4 3. HARD DRIVING SURFACE OF GRAVEL TO BE PLACED 2 r I °UUIf EEK dry 6,. �S - \ O w , \- \ \ - I c F \5 +94.0 E4c Toe OF SLOPE OVER EXISTING ACCESS EASEMENT AND OVER 15' WIDE
W U FER ° \ / 6" S der \ \ . ACCESS EASEMENT ACROSS LOT C. \ R� o I d y \\ \ \ \.... \ ...X '. d°' O TO WVE` AG1'NG d \ 0e 5 +96.0.5' LT F, F, ` •ry o \ \ \ \
J Yu \ `, \ \ 42'd6q cn IE428.40\ \ °� \ \FFS\ \ BR�TZK \ \ \ \� l4 2 EXISTING TOPOGRAPHY NOTE: m 0 +0
\ \YP \ as \ Nly \ \ \ \ o ° d F �I \ \ \ \ .;. e> I I Q
1\f
WI-136 \ FaO ♦\ \\ \\ s^ \ ° I° \ \ \d° gal so LOY 2 \ \ \ Q:1 °
ELEV. 415.8' ♦ d \ \ �w FF 44y� \ \ o. gs
\ \ \ g, \ pro\ \ \ d $� 1 0 de VERIFY EXISTING TOPOGRAPHY IN AREA OF Z
= a15 \\ \ \\ drt \\ dry 1' \ \\ \\ b� w y�O \ \\ �kR N \1 \'9 N\ \ y:� \\ \\ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. J
BROTHK \gry\ g�q d� dn0 \\ \ \ '�0 1 l.... \. g \ Y
NOTIFY ENGINEER IF CONFLICTS ARE IDENTIFIED.
o o y o� sF d \ _ \ `\ \ `\ 4 '\ I EXISTING UTILITY NOTE: W
\\ \ ~i O N \ b 0 0 .� PF O� \ x•
z
ELEV. 416.8: \ \ \ 1 N N u �• \ z FFO,'F S\'TG�yO \ \ o \♦ \ ry. • ^ \\ 0_
W WLBS \ \ i \, ` \ m 0"5 I O'�"p ��Fi `ss > o \ \ '+ .. m
418 1 417, I i \ \ 'F35'. 5 \ 8.97E ?i \ > \ \ (♦j I d�
W CD \ N \ I v3rs s oq , \ VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES
O 415 \ \\ \\ r \ \ I (d^� (WHETHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/
W W F \ �F �0 6 IDE SEWErk2 \F \ \ \' \
<g\ 1 \ \ \( o 1 \ \ \ PROPOSED CONSTRUCTION PRIOR TO ANY WORK.
W \ -\ m- Q \\ \_ I \o E 6" S V r
Z Q ELEVw486' \ ^ N \ <1\ y -° -11 y ° 2�b� \ \ �QE SEWER i\ \ \\ \': 4 Sanitary Sewer Notes and Spedflcatlons
LLI Q W m a� N \ \ \ �---s gti - -J \ \ 1 \ .d 1 8 +22 \ d \ J \ \ \
rn\ rye \ d I d^D - - -- \ d\ a 'LT o
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\ \ d \ \ \ \ >1 \ ® D \\ 1 \\ d iE= 4iF\ )3 LT,PPEb 1 FOO \ \by \d THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WAS7T4yATP�2 UTIlJN.
\ I 1Ek430.20_ �F \ a
SSMH #2 \ \\ 438 \ \\ 2% - \�- gs
\ \ \ \ m L \g e \ ...� 1. AO work and malt material shill he in mnfomrana with the standards rd epedflmtlore of the City of Penton
MH TYPE B 54' wLB10 \ V �' L _ \ ° \ _ 2
\ \ 3 ° \\ '''�\ t -\d� --t -�. ,� \ ♦Fm ♦\ \\ I .I. �y0 Plennp end modem by Ure City d Room In do Renton Standard Plans &SAM
6 +47.32 112.16 LT ELEV. 415.6' \ \ \ \ � \ \ � \ e �A a \ F
TE =435.5 • \ 438 v�' \ \ \ \ ^ .; ..y .\ i V1 of approved plans shell be kept on are at all times during cmishc m.
IE= N 428.95 10 CITY OF TON> \ \ \° \ �, \ 0� 7bGO 436 F \ €AN 9llT rib° \ \4 \ ^ \\ \ \ 4 0 \\
SEVYER pg T m \ \ \ I \ \ gO AN OUJ \ , N' , 2. Tilehrasotwaklndaetraetripmnf way �hallbeper City aped8cdausmweekdayaudesaotiaraAse
IE= SE 429.05 \•'\ \ \ \ \ \> \ ri ^ - 4 °_ \,g3 �\gg gFg \ '?� \o \' \ 'se- approved In wdWp by the PhrmhglBuildIMPuWlc works Department. An approved traMc cook sl plenrmmtbe
z \ 6 o \:pyo CON obtained red prim to beginning a work wNhh public dgfdofway.
70. • . \
°\ \ \ \ \ • �o \ 15` CITY 'W REN'TON „ :AW� . L \
3. AN location shown Le*ft ¢ �PE
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) BEND
PIPE. MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES.
1. 6" AND 6' CLEANOUTS ON SEWER MAIN$ SHALL SC EAST JORDAN IRON WORKS. INC..
No, 36N OR :EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY:
2. IN UNIMPROVED AREAS, POUR 'A 1'-0' THICK, 2' -0' SQUARE
CONCRETE, CUSS 3000, PAD AROU14D THE RING AND COVEk.
V . PUBLIC FOR SANITARY SEWER MAINS 9m PI.AT7 _ dA9.1�
♦ n r PUBLIC WORKS a OR & INCH CLEAN•00T
SEPTEMBER 2011
O
z
V. 415.3
> \ \ \ aCo \\ 134 LF 8 VG \ g \ rip°\ Rs\ \k0"45 01 " teueendoarectbatlrbaoaeh evolddamageadlskabrum.
4°35,5
4. A FWM*hCUM conference and a 24 hour notice shall be requuhed prior to sterling new conshbdlon. It shall be
\ \ > \ \ \ \ N \ \ • 1 \ s \ .�-- - �--- ' s _ Ore s responsibility to secure all necessary permits prlarto sly=s=uction. (kmpadmwi be
00 + Asked by a repreemtetive, of the City of Renton.) it shall be themntrectsfe reprbMltytonoftda Public
4 \ n waft h~24 taxes In advance ofboWNing all maWdbn.
A \ \ \ \ \g CLEAN OUT o \ 4,?\` FA
S1 Vylttl+si' 5. Contractor Is st lay responsible for the meana,end sequences of construction rMfsr the eafay of
\ r workers rid otiars m the construction Bit.
g \1s'���� T�� �
\\ \ \slim L #3 -�`�� S. h Wall be the responsibility of the contractor to obtain street me and any other related pmnbe Mar to eny,
\ \ F \ \ gEN44-4 �'
construction.
WLB \\ \ \ \\ ere\ h\ " D EWER \e\ \g \ 6 gg? J _..
ELEV. 418.4'\ \ \\ F \ \ ry0. \g3O ^�Tj O \ 7 +84,` 432,_ 'T ` --- 16,r -4♦ W \.
d °^ 30'RT CAPPED \ \\ 7. Pleat approved by the clb of Renton. Public wall Department shell tie pleadrba overa0 ahr plus.
\ a \ \ \ d\ ¢ Q \ h .85 ° ,yti \ 6 D \- R ` 9.Ampy of these, approved plans rrrW be on ihelok Wta whenevercaatrtxtlon luhpraQeea•
SSMH 3 29 \\ \\ \ \F \ \\ e?0�\ TIKE Firm d I \ d 8 +49.1?F3 \ I` S. ThecontactrehWlpnrvMeda COyof Remonwhhan as-bulk dawigofMa sanhry sewer system, which has
# \ \ as % OT 4 BRETZKE\ 30'RT CXPPtD
\ \ \ \ \ \ d sa LOT 3 \ �. \ hero stamped and sWrad by a licensed professlmal egbaer a Ik'eted professional esveya.
MH TYPE B 54" F \ \ I)s= 430.30 \
A 7 15.58, 170.81 LT ` \\ aF^ ?p \ F�J� \ -434_ 10. pthbe�eaeyualymbaheaeaeadap�ehmyrawehawae msragel�M mcompacted
egRN r[ 435.00 y-0`\ \\ maximum depth IMfiBS.lhaOlghly thoroughly-tamping each tD 95 pecrltefmaY111nnS1
FT. SSMH #3 \ as \ \ \ \ 3zq I. \ density. Materl pl
:RTY 435.5 WLB \\ \ \ \\ off_,_ -_430 \\ ..:;'C o \\ ti° \\ 3s thegoverplpe&Wbet senadi side oflhe pipe atotla sldedtla trermh.MmrlWsto conlplets
RVEY ELEV. 421. \ \ } \ N IE= 429.40 N \ \\ \ \ \ \b `° \ °3a ,� gag
IE= 429.50 E \ \ \ `F \ z -432v \ w
\ \ \ ♦ as \ \ ry \ v 11.Open art road aaealrgs for utility trenches an existing traveled roadway Wbd be bodd®ed with matted rock
�/ \ \ FaF `\ \ e d end medarhktly compec"Bd unless otherwise approved by the Public Wake Inspector. Cut Into de existing
g^�� p a L Cb �\ o asplah Wall be nea0lra cut with sew In a continuous line. A tenpon ry min pelch must be placed brnedlmaly of
SPECIAI, N ®T■ \� Face` \ \ ere\ drys •d \\ 14, °z backNO and compaction. A Permanent hot min patch Wall be placed w tJT 10 days red sad be per City of Rrdm
b\ \\ \\ \ \\ \� dryA 43p\\ /A� ° cu standards.
12. Datum for Verbal Control shall be Nor American VO4W Datum 1888 Meters, rmfor Horizontal Control shall
1. SEWER PIPE SHALL BE PVC CONFORMING TO ASTM \ ^F \ Ln \ \ \� be Nalh Ammdan DaWml983/1991 Meters unless otherwise approved by de City of Rental PUWcwaks
\ \ aF \ \ RWeerboa bendunat and oWieft B re noted m Me piaa.
D3034, SDR 35. MINIMUM. TO BE INSTALLED WITH \ \\ \\ gas\ \g ?s\ I DepaMam'
A MINIMUM OF 5' OF COVER AND LESS THAN 15' \\ Faa
OF COVER. OR PIPE MATERIAL TO BE C900 \\ \ 13. All disturbed areas shall be seeded and mulched or otherwise staMlsad to the sobbdm of the Deprtmemfor
\
the prevention ofm•site erosion after the mrtgidorh of construction.
ALL SANITARY SIDE SEWERS SHALL BE 6" AT 29 T'T�3 \ og``'428
2. ELEV. 421.0' \ �T7 �. -a2 _ ?s° \ � \ - - 428 - _ - - _ � °l8 eti^ • \ \ 14. All pipe and egrurtenenas WIWI be IoW m e property prepared foundation in accordance with the a and
MIN. NOTIFY ENGINEER IF THIS RESULTS IN _ • \ cry specifleatlat of the City of Renton PlenninglBulWingriuMk Wake Deprknetand00 latsWamm Of the
DIFFERENT IE THAN SPECIFIED AT END OF SIDE ,gE �42- WL j L \ 1•� \ dry° WSDOT /APWA Standards and SpecMcatbns, Be approved and moditled by the City of Renton In the Re ion
SEWER. \� \/ ELEV. 423.6' ELEV. $24. \\ d^' \ Standard Plea &Speclflatlmm. This shall Include necessa yWiWhgof the banchbollamalhe top ofthe
IN UNIMPROVED AREAS, MANHOLE TO EXTEND MIN �A \ °gzs ^.1 I ration matelel• as well as placement and compaction of required beddtg m 1sdaL to uniform Wade sothat8a
3 6" AND MAX 12" ABOVE FINISHED GRADE. \i ,p `\ dry I bove�ba�� patedmeunNmny drat, uagAekBg ban. Poe bekhg Nrel be Pat pavel5
�A
15. Sanitary sewer pipe S WI be polyvinyl ddorkle ( PVC) rubber geaketed.ASTM D 3034, SDR 35, or ductile Imn
-- 100.04' \ \ / dace 50, Unless Otherwise approve! by the Wastewater Utility.
S8820'02 "E 331.77' 0 dry
18. In unimproved areas, manhole to extend minimum S Inches and maximum 12 Indasabove fhlehed grade r
S8820'02 "E 661.90' T.P. /{ 1023059390. \AM�LBC -�38 - - 50, must have mInlmen 2' diameter concrete ring poured at grade. In paved area, cover muWdope In d diredionsb
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