Loading...
HomeMy WebLinkAboutWWP2703356.1SE 14 SEC. 3Z TOWNSHIP 24 N, RANGE 5 E. W.M. MH 2 5' LT r- 291 GOVol „ 0 a� ova, 34' 127 CMP-� { 6" SIDE SEWER" FIELD LOCATE R�i,M=226�511 IE-2fi2.� TA 0+46.67 GOlJlFfP TREE DEcmuouS TREE Ti: 2 ALDERS 12, 14' 12: 10' ALDER U. a' WLE T4: 8' WPL£ SEA n �$ RVICE 10 Tl: 6 r.EDAR TR: 2 a:tTaRs 8, 10' 79: 20" ALDER rrn• 17' 1.+APiv LEFT ROW CL 3423 -I Z STA: 32+18 CORE DRILL & CONNECT •06� E`QRZ ADAPTER TO HE TO EXISTING MANHOLE x v a a! S A 29+58.45, 24.15' L MH #1 •- 5' LT g�cz STA: 31+15 1"� �c�0 •�'� / f � RESTORE ROAD PER 268 NEWCASTL REQUIREMENTS E i 9 00, `Tf)E CF _ DITL1f \ ROAD CL 24.46 ROW PROVIDE ASPHAL THICKENED EDGE 3HIS SIDE Q X a, I L",{3LIV D1RVE' t�l � � �. Ra ii p ' c_2 � L T11: 16` ALM � STA i11+ T12.` 18' ALDE7t ?'13; 16ALDER �'a¢, 60' RIGHT OF WAY `� -- " ... T14: 22 FIR I T15.. 18" ALDER T1& 14' ALDER CA e' \ t T17. 14- ALDER MH SE' R SE CE f i18: 10' tiuR1E STA: 2+47 T19: 36' AWf _ Td. OT rzo: Ib: ALDER UNE- yiTr-`_._.•_-CQ DRU--IV H AND r21, 14' ALDER i r22. 22• H4PLE C1 37`57'39" 1N;X .AL-L-K QR N-SEAL Tea: 20' ALO ' T24: 20" ALDER I C2 T205° . O ESSARY T?5 14' ALDER _ ` > 1 C3 _ 2B•31'22 T044t6TALTi. TS�DE SEWER' ( ( F T`26 a' ALDER - T21: 13' ALDER 728: 24` ALDER r29: 40' ALDER T �1 Tan: 20' ALDEP, W� T31: 10' CEDAR z- T32: 8' CEDA1? T33: 3 wLlolsS s� 10: 12• 3423 i APPROX. F.F. �`iw J �L, EL. 265f NOTE: SEWER EASEMENT TO BE OBTAINED PRIOR TO CONSTRUCTION ' �i EL � 1 6" -SIDE SE! FIE �D LOOA 2' PRIVATE I RESS, ECR & UTILITY EASE ElaT NSPOUT IREMNCWHIP R S S� APPROX. F EL. 272t arc ELE1 = 27 S 1i•F 4 = 272.00 t RE7kAL; I .2 I ABANDON/REMOVE SEPTIC SYSTEM PER DOH REQUIREMENTS _ II P Wes, APPROX. F.F. EL. 272t �> '• ` 1 x � i x M flv T��ALL` ar N TA t sE 7 S T g I MIN IMIN MIN, MINIMIN 2" CLAS *2" TO 6" C OR C 6.5' MIN. ---� 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN (MIN MIN MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLOWAh,� OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 OF CURB OR OF PAVP'UFMT :ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED V� CITY OF RENTON sTANDAxD rl,Alvs IS7' DATE:02/05 DWG. NAME: H032-1 SP PAGE: H032.1 x o......... o o U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - ::::::::: . . . . . . . . . ::::::::: . . ::: Z . . :.: . . . ::......: . . . . . . . . . . . . . . . . . . . . . . . . . ::::::::: . . . :::::.:.: : . :::::::.. . ......... ......... ::::::::: ::::::::: ::::::::: ::::::::: :::::.. .......... ::::::::: :: ::::::::: ::...... ......... ......... 285 ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: :........ ......... :.. .. ......... ..... .. ......... ... ......... ......... 285 ........ N a . ......... ........ ..... ........ ..... .. . ......: ::':::::: ::.. ... ..::::::. ::....... ;EXIST.: QRO NQ: M �:. .. ... . ...... ....... . ......:: ::::::::: :::'::::: ::....... ....... ...... .STATION C NTER•LINE ....... ;� ..... ......... ...... �... ©... ::::::::: :::..... :':tn�.: :: ...... ......... :......:: ......:.. .......:. :...... 3:.. 28 ........ ::::::... ......... ........ ... ....... ...... ......... .. .::::: ....... ::::::: 1 g....... :::::: :::: ::::::::: ::::::::: :::::::: :::::::: ::::::::: :::'::::: .. ::: :.y: 1.ap ::::::::: :::: 3:.. ........ ........ (� . ....... �......'�. ... .. . ~ V' ...... 4 � ::::::::: ::::::. n:: 11. ....... .... ^:�: APPR=-PROP.•GRO ........ .. ND....... V5 ..... ::::::::: ::::::::: ::::::::: .: o :::::.... :.: ....... ... ......... ......... ........ C4�!: " ' IY :::;:. ......... : ; .. .' ..: ;'::: .. .. .::::::: ........ ..... ::; :: :.:::::.. :: ;.. :': :. :..:....: :....... :.. .... �: :: :::::::: ...... :...::::: ::::::::: ......... ::::::::: :::::: .......: ::::::::: .... ......... ......... ......... r. ,.cvV z ......... �....: ...... :.. ..... .. :':::::: :::::::: :::::::: ::::::::: :..:::::: :: :::; :::. ::. 7 X �: I.; (OUT) :;:;;:: =:272;00 :tLtt�:f>C�� ;:::.: ;:;;::: :::::; : �: :::: ��':::'':: ......::: :;:;::.:: :::;:::.:: ....... :::::::; :::.;:.. :........ APPROX L C OF': ........ ... :::::: .........• :. p� :1�..:... ...... .. ......... :........ .. ... EXIST;.8": TER- ....... ......... :.......: 265 ... ...... �'..... ......... ..... ::::::: y :' ::: ::::::::' ::::::::: ::::::::: ::::::::: :::::::: :::::::: ...:::::: ::::::::: :: :::: ::::::::: ::: ::: :::::::: ........ . :........ .....:::: ::�:::::: ::;:::::: ::::::: ::::: :::...... ::::::::: ::::..... ::::::::: :::::::: ......:: ::::::::: ...... ::: :: :::e : :a�:Di: ::: ::.:.... ... ......... ......... ......... ......... ..... ......... . �: .... ......:. :::...... ......... ::::::::: :::...... ::;'::.. ::...... ...::::: :::...... ::::::::: ::: =:Q.0450. ...... .. ......... ......... ..... ::: 26o _ :5:�..�:: :::::::: : :: ::;.::;: ::::::::: :: :::::: :.::.:;: ::::;::: ::.::..:; :::::..;: ::. :: ......... . I . . . . . . . .... ....... :: ::::: :::::::..: ' I: : _: 261.10 ItV SE,E ::: I OUT ' ... :::: : E.: _: 2 1.9 2 I.E. =:2 1.00:(OD:T) = M.00 ::::::: ::::::::: ::::::: ::. ..... ......... ........ ........ ......... ......... I: Ot1T)::.... ........ ....... EX,IE 2 9:Sf••VER{ Y :...... ......... ......... ......... ......... ........ ........ ......... ......... ......... ••..:::::::: .I:E. = 260. ......... IN ..t.).... ....... ::::::::: ::::..... .. ......... ......... ......... ......... ...... :::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: 255 ::::::::: ::::::::: :::::::: ::::..... ...... :::::: ::::::::: ::::::::: ::::::::: ::::::::: ...... .. ::::::::' ......... :::... 11E :.. PL. N ::::::::: E/11T :....... AVE:E .::...... :::::: ::::::::: :;::::::: ::::::::: ::::::... ::::::'' ...... :::::::: ... ::::::... ......... :........ ...... TR ..... .: •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o< a o��o) 29+00 �^ 4i • • DESIGNED PH wwwX� imx< REVISED PER CCUD COMMENTS ZFf=zM DRAWN JMU •' I, o w w CHECKED DBH 1 CITY OF RENTON STANDARD PLAN H032-1 ADDED N a ? x SYM REVISION 30+00 31*00 1.10.07 PH DBH L10.07 8PK DBH DATE BY APP D An Engineering Services Company 32+00 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p 425.827.2014 1 f. 425.827.5043 ................................................... Civil I Structural I Planning I Survey DATE MAY 2007 SCALE so ERT. 1" = 5�' 0 20 40 -0 HORIZ Scale in Feet a „� �G � VK*MTY MAP NTS GENERAL NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH COAL CREEK UTILITY DISTRICT STANDARD SPECIFICATIONS. 2. WHERE THE WATER MAIN CROSSES OVER SANITARY SEWER, THE MINIMUM VERTICAL SEPARATION SHALL BE 18 INCHS, OR CONSTRUCTION SHALL BE IN ACCORDANCE WITH D.O.E. CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED 4. SECURE SIDE SEWER PERMITS FROM DISTRICT PRIOR TO INSTALLING SIDE SEWERS. 5. MANHOLE RING AND COVERS SHALL BE SLOPED TO MATCH THE GRADE OF THE STREET IN WHICH THEY ARE PLACED. 6. STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO INSTALLING THE SANITARY SEWERS. 7. SIDE SEWERS TO BE EXTENDED 10 FEET INTO THE LOTS. 8. ALL PIPE TO CONCRETE MH CONNECTIONS SHALL HAVE KOR-N-SEAL BOOTS. 9. BASE MAP RECEIVED ON 4/3/07 FROM CRAMER NW, INC.. Cali before you FOR REVIEW & COMMEND ip, Digs ,,, I COMMENT 1-800-424-5555 UNDERGROUND SERVICE (USA) NOV 1 1 2007 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOC ATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PACE ENGINEERS TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Approved By Coal Creek Utility District Date 5/23/07 LU SHORT PLAT SEWER EXTENSION cp 5 -335%-4 I V �N jOAtAL FE_WMW oi/o7/ -1 �Y • szv T 261T01 O Kamm 03/04/ JOB NUMBER 07009.00 SHEET NAME SITE PLAN _ SHEET �_ OF P07009SS.dwg [SITE PLAN]