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HomeMy WebLinkAboutzS-2882SetIE Fj a� yap L� 2 2 a per. s It I W 0 h+ 1 I 0 ;T. Z ` Q o � W a c m q, •� o d �g eq � s6@ 0 O �w �a LEGEND EXISTING REMO ", ?ROPOS'6 I::NC'!E �ROaO.$EC ASPHALT PAVING GAS C'CNCRETE PAVING GIs --' -- EUILDINGS [ : WAT E -- -- TREE PROTECTION TR_E WIPRO I '.TIGI 'y. �T t RI iN= CONSTPUC ITN LIII I irrI E t:. CONTOUR (NDEY + . I. -, -_ CONTOUR. U, - v CD CURBING _ 'I ♦c SAWCU! :LINE A'A c ti .. [. - to N-+ SILT F.NCE Gene Coulon Park I T- RESIBENTA_ BLDG. LOWEST FINISH TO B E C NSTRU„lE 11 _OCR EL 22 ......,t..Y,..,. � .�. DUn'NG PEASE 1 96,60 Ste" 7 I I 7r )h _ / / UBE GTr- EUTUR' 01PEE I BUILDING -o j I I all ` SANITARY SEWER NOTES AND SPECIFICATIONS before you D19. AIL WORK MATERIALS SHALL BE IN CONFORMANCE WITH HE STANDARDS AND SPECIFICATIONS OF \ �\ \ \ THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOt /APWA STANDARDS AND SPECIFICATIONS. 1�+[� " f \' \\ �\ - \ 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL,BE LIMITED TO 8:30 A.M. TO 3:30 P.M. G 30 60 120 - - ` "•"''' 'V \\ \ ON WEEKDAYS UNLESS OHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DMSION AT 1- 800 - 424 -5555 - �, 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY HE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE aOI :RGIZO�IUD sEZYCE (�sn7 s •` IkBM135 �,� \ \ NOTIFIED 24 HOURS IN ADVANCE. SCALE 1 " =60' >� v V v�. / x i 1 I / / J 7 M/ / Existing Steam Plant FF =22.40 � - i i y i T rl wrvp �� -IdBt 8 � WN06522 A,30L404.54 Boeing Renton Plant 6 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. \ 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND T SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. / a \ 5. 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 TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A \ \ REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO T NOTFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. gD `\ 7'rN \ 6 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF '\ CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. - -CL \` 7. IT SHALL BE THE RESPONSIBILITY OF HE CONTRACTOR TO OBTAIN STREFT USE AND ANY OTHER I I 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE 5•1 , PRECEDENCE OVER ALL OTHER PINS. il. 9. A COPT OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS `1 _ `'1 I IN PROGRESS. II 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 FUTURE IT T �1 ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BUILDNGIAL 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE 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 { :r 1 I QI DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE f THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 1� J � _ (_;__ I � ! �. I I 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE ,6060 I BACKATED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING f 1 , ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH 3" I CONNECT EXISTING SIDE MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH i SEALER TO SEWER. SYSTEfd SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. .,�, . .....� �..,. ,�.. 1... ....... �.. ..,.,., . �` ° "` ° ""-1" " "�` ` "" ' P J j T •'" ' " " "' "' °" _. .- 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE l SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE EXIST NG o -z'NT =VrER COMPLETION OF CONSTRUCTION. ., N,-T f 15 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l) OF THE CURRENT STATE OF WASHINGTON STANDARD i -•� �— i _ ;' ' ii T ` SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THIS SHALL INCLUDE NECESSARY LEVELING : *- _ -= = _� —� -" -_ �..t'ad ,� . T �. II _..._ . I _. �.,•� OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT ,° _ ` _ — _ — " •s —_ _ —r T_— — -- ! 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. ° I i6. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, t SDR 35, OR DUCTILE IRON CLASS 50. CONNECT 10 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE I T EX 96 METRO FI NI SHED GRADE. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. IN PAVED AREA, 1. SEPARATION 18. WHERE SHOWN AS C -900, THE SEWER PIPE SHALL BE PRESSURE GLASS 150(DR18) CONFORMING TO OM EXGTi G MAIN AWWA C900 18. PROVIDE NEW EASEMENT 19. ALL SIDE SEWER STUBS SHALL BE CAPPED WITH A WATER TIGHT PLUG. PLUG LOCATION SHALL BE TO CITY OF RENTON MARKED WITH A 2x4 STAKE, 12' CONE, WITH ONE END BURIED AT THE DEPTH OF THE PLUG 01 - INVERT AND EXTENDING AT LEAST 3' VERTICALLY OUT OF THE GROUND. THE PORTION OF THE STAKE ABOVE GROUND, M F WITH T D DT FROM THE INVERT TO ROUN S RACE. CONNECTT PIPE HE STAKE WTHAN8 AT ABOVE THE -- - _- I GROUND WATER NOTE: - THE CONTRACTOR SHALL NOTE THAT THE APPROXIMATE - ( w GROUND WATER ELEVATION HAS BEEN MEASURED AT HORIZONTAL DATUM ELEVATION Ift THE CONTRACTOR SHALL PROVIDE Q DEWATERNG, AS REQUIRED FOR CONSTRUCTION OF THE WASHINGTON COORDINATE SYSTEM OF 1983(91) NEW V SEWER MAN. THE CONTRACTOR SHALL NORTH ZONE I O COORDINATE DEWATERNG WELLS, OR AN ALTERNATIVE NATIONALNGEODEDC SURVE OINTOS METHOD, WITH THE GEOTECHNICAL ENGINEER CONTRACTOR No. 0031 "NA E 1990 SHALL NOTE THAT DEWATERNG WELLS MUST BE LOCATED No. 0155 •PTB• 1902 No. 0049 •SUMMB` 1990 W[TMI THE EASEMENT. HORIZONTAL LOCATION OF MANHOLES ARE BASED UPON HE NORTHING & EASDNG RELATIVE TO HE PROPERTY CORNERS. LOCATION INFORMATION HAS METRO SURCHARGE NOTE PAN SHEETS. ' BEEN PROVIDED IN THE — N DURING EMERGENCY SRUATION<S, METRO MAY SURCHARGE THE SANITARY SEWER MAINLINE TO ELEVATION 25.00. ANY RWOMNIMMI D GRAVITY SIDE SEVERS DRAINING FINISHED FLOORS LOWER FOR APPROVAL THAN ELEVATION 25, MUST HAVE BACK FLOW PREVENTORS INSTALLED. F FLOOR BELOW ELEVATION 25 ARE DRAINED BY i VIA FORCE MAN, BACK FLOW PREVENTORS WILL NOT BE BY ,y NEEDED. THE PUMP WILL ACT AS BACKFLOW PREVENTION. BY QATR COUGHLIN PORTERLUNDEEN I A CONSULTING STRUCTURAL AND COIL ENGINEERING CORPORATION 217 PINE STREET- SUITE 3DO P. 206/343 -0460 SEATTLE, WA 98101 F: 2061343 -5691 WE A9o�SSl���� a Ex =IREC C- !/23/2002 BY ATE BY. DATE , Y,TAP SOUTHPORT - PEE I "HE ET, Secc evelopmeni, Bellevue, Washington 98004 — ' C42 C4.1 PfLASE 1 C4.0 4.3 - SANITARY SEWER PLAN SGwAuy:J JUL 2 1 [001 r� O x y 0 � H •v ly w , �n N r o 0 U zz w1 '1 l� Uj cr; V qV Ia con � � v 0 O F-ti L J 't' m c c d Mq Fg o a w 0 o =o a °X Z i o I Il,li 11 I I � I �i Zy SCALE 1 " -20' - 100' BNRR RIGHT OF WAY � a y Southport !- 4 ^aEOLE TO B- , ABANDON I.Np PIKE', . ABANDON EXIST MANHOLE- I < > ..m j- ACI -UTILITY CPO�SM1sp �ciE!r. r,rCGlEP iC REh40VE TO 2' DF'',. -W I+ VATER VA'd . - ^• r - - -(- ' aC S4448 DIA S SIEM SI,Mi EJ.1=22, IV .H EXIST) MANHOI_ DRIIL. BREAK 0„T SO \ JPIr'o0LET00R BRF`K - BOTTOM & FlL! TLI I, \N IN+ � � fO _ .,YS, SEEN �'�, DPP.IaC.,0+1�T aC'IO`! !IdSPEC1_O AND ACC_r _,. 1 d'E 4f E f'CAG'X PSE Property LLJ - `�..� '--- . / \� - 11 I I � I �i Zy SCALE 1 " -20' - 100' BNRR RIGHT OF WAY � a y EXIST. 5 S „ + /All, / !- 4 ^aEOLE TO B- , ABANDON I.Np PIKE', . ABANDON EXIST MANHOLE- I < > ..m j- ACI -UTILITY CPO�SM1sp �ciE!r. r,rCGlEP iC REh40VE TO 2' DF'',. REM '' 2L 1 - ^• r - - -(- , w.- ........ ...... a 5. -•.,,� EPS 8 I- 6_9 i rat C1 Nh I Ha AF N- PROP , ., IF -"sc- / c -Odic O D [d EM HAS T MANHOI_ DRIIL. BREAK 0„T SO \ JPIr'o0LET00R BRF`K - BOTTOM & FlL! U�,,r rr J1 _ .,YS, SEEN �'�, DPP.IaC.,0+1�T aC'IO`! !IdSPEC1_O AND ACC_r _,. FI.L WITF GRAVEL. ,\ �� GRAVEL. • ` LLJ - `�..� '--- . / \� - -_ - k . - - -- - LL TA LU S j � 8 7 r 0 a U L.TY Eg S_ ,. SM3 NEW -X 1 A c. - 0FJRCC 8 E 0 c W a uG-?l :EON @ FD - e rIM 232± ( MH ' - 'N - - -N - - - -- _ - - - - = - - -- - - - - - -r � C L w -S- O - + T7 -- / J -+ -F, -AB - --- - ---- -- - --- - z J J ^ \ r r FCP E 180' s OUT) ICl -DE 15" KNO KCL. 7 h l - -N& 10' SS TO BE CONSTRUCTED, _ > - EAST FOR FUTURE CON\ C.IC`, T ''° - - ss ®os� T E N = ACCEPTED U A 80 64.08 EX S!DE SE11ER5 TG� �� SSb91 Mi 48' fIIA " 8R OP,DTO iTDNORT G D STING REMAIN IM SERJCE DURING T RIM 280 MATCH EXIST. MI \ STR SEWER UPON _ -. PIPE � �c ' F � � 3`F � IE =13.72 10" NW IN)' - - -. CONSTRUCTION. CONNECT i PE�d�' ,\,� r r E E- TO - P�tCO\S rU..T SITE IE =13.62 (10" S OUi _ CcMPLET h 'e�ti00tJ r@ to ry R EASEMENT ( ) �SNH #2 -48' DIA r r N 18686892 C �D\ , 8 SEWER MAIN TO THE RIM -23.2 -,rON I E 1,302,288.13 Y SOUTHEAST IN PLACE, W T„RE , -. } 1720f (8" SW I ++) FIELD Y'EPfFY / ( y,..�J. �Wlp�; 15.36 (8" NE IN) / IE= 1,,.20 (10" N IN) - / I! I REMAIN A N 86,059.35 OUT) PSE Property I p I EXIST 8" SS PIPE WILL NEED E 1,302,098.54 i7 o TO BE TEMPORARILY PLUGGED - DURING CONSTRUCTION. FLOW CONNECT TO EX METRO SS MH PLUG EXIST 8" PIPE TO THE NORTH TO BE PUMPED BYPASSING 6 FOR 96" EAST INTERCEPTOR THE EXIST 8" I �„ IN I E L I PIPE TO THE NE _ - IE =13.5 10" IN) AFTER NEW 10 - DURING CONSTRUCTION. IE =16.5 �96" IN /OUT) i SANITARY HAS BEEN a CONSTRUCTED TESTED • AND IS FUNCTIONING 100' BNRR RIGHT OF WAY,* fT CNSTPCCTION OF SANITARY SEWER WILL REQJ!PE EXCAVATION BELOW HE 5u&28820Z GROUND WATER ELEVATION AND REQUIR THE USE OF SPECIALIZED O ISTPT,CTION METHODS. CONTRACTOR SHALL PREPARE FOR POTENTIAL NEED F DE -WATERING EOUIPMENT AND USE OF FOUNOAPON MATERIAL. OWNER SHALL \OTE: STATON NC @ C PPOViCE A GEOTECHNICAI ENGINEER ON -SfTE AS NEEDED TO PROVIDE 07 NSN ,p" Ss - ECHNICA EXPERTISL. DO NOT DISTURB EXIST NG TRESTLE r EXISTING UI AARE SPOWN FROM BEST -,Amo. E-F Ri-CORDq C Er CONTRACTOR A ^.1D 4 PI= c .{ a -ccp C I , ; 3 - - 35 m i- r EXISTING UTILTI S Pao 0 CCh_ P„ C 10 7. NOTIFY NG - _ o iMMED:'ATFLY IF (CONDITIONS JA?'! FROM THOS, N3`1_11--D C% TH_ I r CONTRACT DGIUM -N:S. WOODEN c I`Y TRESTLE :E 1 Southport >' PSE Property --I- _ BNRR -r— _ I 30 _ J r a° - - - -- G -------------- -� z y N RESTORE EXISTING GRADE Xic1 8" l E o REMAIN,, I / / y M FBI -C" �J a0'! TO ORIGINAL CONDnONS T - HV N -__\\ LWNC CONSTRUCTION CTION (.. P IROPERT" . - I 25. 00 F E41' cS } y n LU Lj-- a l 2O LU C=l) APPROXIMATE �� a. CONTRACTOR TO: COORDINATE GWATER 1 CONNECTION TO:EXISTING FIELD VERIFY LOCATION OF IXISTING a'U1? LLU $ ELEVAP.ON 18.61 jT iiG AAErc METRO SYSTEM WITH METRO TRESTLE PIERS PRIOR TO CONSTRUCTION PRIOR i0 CONSTRUCTION — I �� LEVA,ON '8CENTER NEW SEWER PIPE BETWEEN PILES J ( G 276 L 10 F'.0 @ C 57, 29 EF 10° PVC 95 ` ETA 4+1800 , -.. SS 0 0.5 7 .. a SSMH M8-48' DIA c G �_- SSI� I #4 48 DIA -A 4 +89.03 S3SMH #2 -48 DIA. -DROP STAUCTU�E <i iE 15 52 IM 2c ,T(1 X:� RPJ -23 2±(MA CH EX.'S .) STA 3+05.00 ~QI E 16.3 v n a N) I 85 (10 Nll N) RM 2320 SSMH#1 -48 DOA. / 16 2., SE JUT IE 15.75 (10 C! F IF-1720 '-ra 91 'N) FIELD VERIFY" '-`SIDE DROP 7IF, STA 0 +29.00 P11 !. TEM �C- FCJIDF IC PIOCYOU EAST `OP �70RE IE 1536 +�8 NE N) RIM= 28.Ot MATCH EXISTING F !AL JCS. -� - Pte_ DUF dy . HAK I. CONNECTION RIM LEY S MP. A JU T , IF 1520 7(10" N IN) IE-13.72 (10- NW. IN) .._. -O FINAL D 4N SPADE „TF ,C PI-'. S- 'i. E 5 -0 +(10 CL7 !E =13.62 (10" S OUT) EE DETAIL( 3 CONTRACTOR TO USE A� c7 V. KOR N SEAL SYSTEM TO METRO MANHOLE . COORDINATE _ CONN ION W/ METRO IE =13.5 w _ 5 +00 4 +00 3 +00 2 +00 t +00 SEE 0 +00 Sanitary Sewer Profile RECOMMENDED SCALE: 1"=20' HORIZ 1" c VEYT FOR APPROVAL - BY Ito -ol �C.po _'m61 SOUTHPORT - PHASE I SHE-= W4 `�? ° c Level pmeit; s 1 =evue, 147a F p,ccn 98004 By HAIR w�s��)-J d By HAIR COUGHLINPORTERLUNDEEN m 7' c4:3'caz, Ga.1 PRASE 1 SANITARY n 217 PINE STREET SUIT AND CML ENGINEERINP: 206 0� -0460 A� �SSIONAL�� - 1.1� �J -ri1i ,/1 1� ®L C4.1 BY nA rF o, w SEATTLE, WA 98101. F. 2061343-5691 tS�Y C_,D ' u'c?o' SCANNED JUL 2 7 2001 ROLL c r✓n n_ i W I �1 � l a i c C O L � �w �m �m �? c yg � I u R Z < I a \ 0 i0 20 G1 82'.30 ' SCALE 1' =20' + X` '`E cROSSING uTlrtr GROSSING i hdAP ;Fa 1 SO i- 20.371 18 "SO IE=21.1 F `, SS T� 17.20 5" SS IE ',6.94 i-f NTR,- i0R TO FCIH L=- �1 r r: I1 Ot TO AND ELI` �ERIFv EXIST I 1 JJ h VERIFY EX. 1 J E_IATIJ J FR -:,O, _r`` E r_ - I T / R C J , J� STUB OUT ER JNIEL E JATIIN PRICE , G ��'�'"i:, If<,T,_N. I % 2� v SIDE SFW - .I W WHITE 2X4 STAKE 1 _CN Tiu TON. _..- - --- - - - - - -- _ MARKER SEWER MAR 1 EXIST INTAKE .Lo r5 256 L'J71 I OG u S- - , Lu 0 r c Gr, ,� / 347 LF 10" C-900 9 0a% CA Lu .� �. % - - - - - - - - -- CA #5'48 DIA. -- _ - OIDE NEW S NITAR''J , - TL : STA 5 +30.00 W /;- r,!/ 298'- 11ATC tX., ?' c - / o I 11862 6(10 S ) ARK Er .1d.h.. i., CI'r _ Z E r / } C ��NiON J / .3D1,71Eo _ I H PPEpE IXIST v -- " - - - - -' _ _ LUG EXIST; - - ---- - - -- N TO EASTi - _ - -- AND TO THE WE - MAIN DRAINE�O - 3u LJ IC ,�tJNTIL:NEW STO M -IS CONSTRUCTE d SSMH 16 -48' DIA -, `fin 8' /' M =2 ' RI94x ,GZ / i / /' NOTE FUTURE IE 18. (10 DD NOT DISTURB N 186454n9 / E 1,3J: 8/. ?5 /' of / I4`1A 8 ±81 I ,, 9 =44.00 L. I�2; 6" S, G.5% MATCHLINE SEE SHEET C4.3 PLSF r _ ,,,.•� UI W 2 Lu uj U)i 9.1 HIFLETON POWER PLANT W I 292 Z DICING COrSTRUOTION OF C -9C0 0.5% ' -6" SS C-) 'UB0E 6 S WE+ SSMH 16 -48' DIA. F t5 I REMOVE EXIST CB� STA 9; 19.00 Q g 1 'SHUFFLETON POWER PLAN T' PII (0 4+ = a T NE IN; r .- 8.1 ' D" SJJ GU7; II— - 9 +00 RN =29.8 (1 ATCH FA`, :N;) x 52D r ti) E �.1n 1 OUT, PHASE 1 ROAD HIFLETON POWER PLANT s R LL I 292 DICING COrSTRUOTION OF I 0 v 25 'UB0E 6 S WE+ EX CONCRETE BUILDING SWAff SEWER REMOVE EXIST CB� _ I W N l T` 'SHUFFLETON POWER PLAN T' cFWtR MARKER Ii =19.30 APPROXIMar_ -' APPROXIMATE I� 20 HIGH 'NATEP, CONSTRUGIQN OF SA1�r�RY ��WER wiLL •EOUI ',E �t� "A704 3_oW _JE 5488203 35 - ELEVATION 18.6± THF-. GROUND WA -F,, E FVAT!CN AND rEQUTE THE USE OF SPECAL _TEO ELEVATION 18.6± _ - s CONSTRLC.IO,N METHODS CONTRACTOR SHA.L PREPARE FCR PCT 71AL N -E -?- Z OF DE- WATERING EQU:. M_NT AND USE OF FOUND,-JON OWNER c-,!:l Al- J s----- PROVIDE ROAD GRADE, PROVIDE A G= OTECHNC.A_ JGINE -n ON -SITE AS N .. _ ..ODE TECHNICk IXPRTISE f- - - - --- -- - - ---- --------------------------------------------------------- N� E', S ATIGM1iNC ©C _�.... 30 = TFMa �i� SCOFF OP. 1, N_N 1 RN =29.8 (1 ATCH FA`, :N;) x 52D r ti) E �.1n 1 OUT, PHASE 1 ROAD COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 2061343-0460 SEATTLE, WA 98101 F: 2061343 -5691 s R LL I 292 0 v 25 REMOVE EXIST CB� _ I W APPROXIMar_ -' APPROXIMATE I� 20 HIGH 'NATEP, - - .: -. 6': ^, -; : HIGH WATER: Imo... - ELEVATION 18.6± ST VSO DOD\ ELEVATION 18.6± _ - s 3 7 LU 1C' C-9 00 0.5 5 % ?.23 -?- Z J 2 15 RC) 6' SS I� - -X ST NTArG TUNNEL STA 5130.00 / TTTRACTOR TO POTHOLE [E= 16.83 i 1-LD VErI,! EL NATION - yIOP TO CONS JCIION. I^ _ _ I I 10 +00 7 +00 6 +00 Sanitary Sewer Profile SCALE: 1 " =20' HCRIZ 1'= BERT P COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 2061343-0460 SEATTLE, WA 98101 F: 2061343 -5691 s R LL 173 292 RECOMMENDED FOR APPROVAL BY Pa /0 o/ BY Bj!_ IiATR BY DATF BY T)A:'F 14 C. Ao P SOUTHPOR -- P E I sh eco : -evel peer, 1 evue, %'Vashingkcn 800- -� '' -C42. 14.1 PHASE 1 SANITARY C4.2 C4.3 o �+ T y O F � W N C, C �J ) Ill W o � W a c 7l � a 8„ €= o o _ u i _ z 1_ a k wwP -dj -� MATCHLINE SEE SHED .2 7— S ALP A/ NH 71- 2X4 STAKE - 30 SEWER MAP.KER 0 0 0 / o �N ' i AR Y / SEWER EASEME TD CITY - CF 7ENTON / / z / i DW i `' IF \ -190 (10" ° NE M RO)- - - - - - _ — E= 18.95 10 N 186,421.40 E 1,301,648.32 RIM ELEV. IS TEMPORARY. to .5 % 12 g a tiaP INo o DESIGN ELEV. O o - STUBOU'T PHASE 2. 0 8° SIDE SEWER '.5 LF 8" / j SWH#8- DIA. E 1,301,648.32 W/ 'WH[Ii RIM =30.00± -_ --- - SEWER MARKER / `-COUP ,N GARACE DRIA <' 30 LF 10" IE 19.66 (10° NW & W IN) ° NER CON rrT - C-900 SS IE- 19.56 10° SE OUT) E =20.63 � 8" S0E1 A_ S U P FU Ur U LG NC 0 0.5% N 186,441.29 v TU-P J 1D IdA.N = :/ E 7,301;SIGN . -- BSM'I#9.54'DIA I W N I E ": '"TAk A, i � ,_0J FINAL DESIGN Of ROADWAY IE 2056(8° N & S01 I,N) S A ° WFr' ti . -1981 IS NOT COMPLETE. ADJUST IE c0 TO (1C° SE OU,j 20:4 NST L1 2.4 N, Tt- RIM TO FINAL DESIGN GRADE. i RIM 185534 25.11]- �tWE 1 3, 0 N 186,441.29 N _ t --, r N RK 72 TAPPOA M,.,? / E 1,301,349.59 a w J 10 20 ao E '1]i 4FJ? - - -- . • ',.• CCM _'_Tt- ADJUST r'R Tr -i`! _IGN ?," -.Ce SCALE 1n =20' CONSTRUC-P.Oli OF SANITARY S NER AJ.: OU _ -X',A,17C N =CA THE GROUND WAi_R ELEvA CN AND REQUIF� 'J F OF - =GALt� CONSTRUCON MET,.ODS UCN.2 TOR SHALL PREPAF OR O tP A V° D OF DE- WAIERINU QUIPM N AND USE CN'�:- .T'�ON VAT- CANER SHA;,, PROVIDE A G OTECHNICI EN' IN-ER CN-SFTE AS NEFC�-D IC P:'EE 35 TECHNICAJ EXPERTISE. NC v.AFONING C q NrA [E 30 25 r8 SS C ?A I'. �7z10 i IE =L02? 20 It - -- - SSMH #934' %w1oW PB? 15 TA 11+94.00 CS.Q Rip= 25.10± = 20.56 (8 N & S'h' IN). - =20.30 -G SE OUT) 10 ROLL RECOMMENDED FOR APPROVAL - BY i4 -i -o i 13 +00 12 +00 *00 10 +0o BY 5 _ a BY 12AM Sanitary Sewer Profile BY HATE BY DATE SCALE: 1' =20' HORIZ " =5' VERT C. po = ':I SO UTHPORT - PEE 1 gH, E H S_cr. 3avalcp en , Ge11 ua, ' !ashingten 980i-r_ vd— — COUGHLINPORTERLUNDEEN - C42 c4.1 1]4 PEE SANITAR C4.3 A CONSULTING STRUCTURPI AND CIVIL ENGINEERING CORPORATION oAAr � ©o, � STREET 217 PINE 01UITE 300 5SEATTLE,WA 81 F: 2061343 -691 SEWER a l " /y y Oa iEL E _r -;roc 0;17.3: zcoz n i" 17 .', _,, L — II -:_.__ "ID FCC] vv�ewKY JVL (r (CIIUY O O O y0 J O 7.z n I N U PROPOSED L j GRADE FUTURE ROAD GRADE _ COD - -- uj IL MAINTAIN MIN. 2' W OF COVER FOR TO BE RAISED - DURING PHASE 2 V 127 LF 10" C -900 0 0.5% - -- - -- - - - - - - - p _ - - _ 101 LF 10" C -900 ® 0.5% - -I� SSM-I #8-48' DIA. STA 10 +67.00 88MH #7 -48' DIA STA 9 +67.00 RIM-30.00± RIM-23.00± IE =19.66 10 °- NW & W iN) IE 905 10" NE IN) E- 9.5 �10" SE OUT) IE 1895 (10" N' OUT) RECOMMENDED FOR APPROVAL - BY i4 -i -o i 13 +00 12 +00 *00 10 +0o BY 5 _ a BY 12AM Sanitary Sewer Profile BY HATE BY DATE SCALE: 1' =20' HORIZ " =5' VERT C. po = ':I SO UTHPORT - PEE 1 gH, E H S_cr. 3avalcp en , Ge11 ua, ' !ashingten 980i-r_ vd— — COUGHLINPORTERLUNDEEN - C42 c4.1 1]4 PEE SANITAR C4.3 A CONSULTING STRUCTURPI AND CIVIL ENGINEERING CORPORATION oAAr � ©o, � STREET 217 PINE 01UITE 300 5SEATTLE,WA 81 F: 2061343 -691 SEWER a l " /y y Oa iEL E _r -;roc 0;17.3: zcoz n i" 17 .', _,, L — II -:_.__ "ID FCC] vv�ewKY JVL (r (CIIUY O O O y0 J O 7.z n A !Nri f� KORBAND I, IESnR p :. Ll FIRM HtFING SCIL� I ix NEW 10" SEWER NOTE: / .._. —___� EXTERNAL-7 cE RA( I'LL L MA -1A, J fi'> N UNIMPPO /ED APE'S POUR C -� ( NEW B" SS BANDS KORBAND -HICK 2'-0' SQUARE i��o�r CLASS ,Ch ILA 0 05% 6fiM i /� 3000, PAD AROUND RING AND -OVER. 2. IN AS-HALT ROADWAYS RESTORE AROUND r _ CLEAI:OU- PING AND COVER AS REOUIFED 8` 90' BEND I E" STA %us J CETiA!L - RAVnNG BR36. 'I.. \ '.;_o5'1 i _ _ _ - CONTRACTOR TO C09ROINA7F CONNECTION TO MFjRO MAIN WITH METRO PRIOR TO CONSTRUCTION C05CRE:E ENCASEMENT CLASS C PCu N I VCE - 36 Metro Connection NTS o Q q NTS Sanitary Sewer Cleanout 2 ! :E -1510 Drop Structure Per C.O.R. Dwg BW -18 3 Kor-iv -Seal Boot Adapter 4 BEDDING CLASS DESIGN I{ I PL_ E rA fl„c _l 'PrI. FIN, u _ NOTE: `II i P a o SANITARY SEWER IAi14HOLES SH'ALI HAly 4" MIN. 1/4 !.D. 12" MAX. * / NOTE: / / SANITARY SEWER MANHC SHALL Hr E ' ALL INTERIOJR SURFACES, INC! DDINC CHANNELING CCA D (SEALED W'IH -•�-. SUDS URETHANE COATNt, N cSEP M CONSEA OR APPROVED E I -_; O s l CONSTRUCT MANHOLE / PER DETAIL ��2" 6 AND C.O.R. � DWG BR -28 Cea f� - Qo � SOLIDS URETHANE COATING WASSEP -- f� KORBAND I, IESnR p :. Ll FIRM HtFING SCIL� I ix NEW 10" SEWER NOTE: / .._. —___� EXTERNAL-7 cE RA( I'LL L MA -1A, J fi'> N UNIMPPO /ED APE'S POUR C -� ( NEW B" SS BANDS KORBAND -HICK 2'-0' SQUARE i��o�r CLASS ,Ch ILA 0 05% 6fiM i /� 3000, PAD AROUND RING AND -OVER. 2. IN AS-HALT ROADWAYS RESTORE AROUND r _ CLEAI:OU- PING AND COVER AS REOUIFED 8` 90' BEND I E" STA %us J CETiA!L - RAVnNG BR36. 'I.. \ '.;_o5'1 i _ _ _ - CONTRACTOR TO C09ROINA7F CONNECTION TO MFjRO MAIN WITH METRO PRIOR TO CONSTRUCTION C05CRE:E ENCASEMENT CLASS C PCu N I VCE - 36 Metro Connection NTS o Q q NTS Sanitary Sewer Cleanout 2 ! :E -1510 Drop Structure Per C.O.R. Dwg BW -18 3 Kor-iv -Seal Boot Adapter 4 BEDDING CLASS DESIGN I{ I PL_ E rA fl„c _l 'PrI. FIN, u _ NOTE: `II i P a o SANITARY SEWER IAi14HOLES SH'ALI HAly 4" MIN. 1/4 !.D. 12" MAX. * ALL INTERIOUP SURFACES, INCLUDING ZERO O s CHANNELING, COATED (SEALED) WITH " -ICH JVFS OF PIPE ZONE Qo � SOLIDS URETHANE COATING WASSEP -- I 'C A. ' >-I MC- CONSEAL OR APPROVED EOI1a , C'OLCR OF COATING SHALL B WHITE. I a -'�OR l fd 6. 1.4 E FW~ 1/8 O.D. FF '+O 5 } \ 6' 1 m F m 1 '0 d - 1 f P 11 1l l ., T 411 .. .. s� o 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. �8 S� 1Ji7 8) o w S. C , :4= , /✓ Aq I! 'I F O < - =0- I� C'J 71 -L \ _1ST RISF 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION C':ON 0. CAS' { B OF THE STANDARD SPECTICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A NTS Sanitary Sewer ! - Manhole _ � 2 a a a Ali I a < I w f� KORBAND I, IESnR p :. Ll FIRM HtFING SCIL� I ix NEW 10" SEWER NOTE: / .._. —___� EXTERNAL-7 cE RA( I'LL L MA -1A, J fi'> N UNIMPPO /ED APE'S POUR C -� ( NEW B" SS BANDS KORBAND -HICK 2'-0' SQUARE i��o�r CLASS ,Ch ILA 0 05% 6fiM i /� 3000, PAD AROUND RING AND -OVER. 2. IN AS-HALT ROADWAYS RESTORE AROUND r _ CLEAI:OU- PING AND COVER AS REOUIFED 8` 90' BEND I E" STA %us J CETiA!L - RAVnNG BR36. 'I.. \ '.;_o5'1 i _ _ _ - CONTRACTOR TO C09ROINA7F CONNECTION TO MFjRO MAIN WITH METRO PRIOR TO CONSTRUCTION C05CRE:E ENCASEMENT CLASS C PCu N I VCE - 36 Metro Connection NTS o Q q NTS Sanitary Sewer Cleanout 2 ! :E -1510 Drop Structure Per C.O.R. Dwg BW -18 3 Kor-iv -Seal Boot Adapter 4 o 5 O n lot G a a p N Jo v" MN m W �I m 701 FLEXIBLE P?,- (SE NO- 7) \ C' * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. FOUN AION _EV a *NOTE: FOUNDATION MATERIAL WILL BE REQUIRED UNDER TYPICAL TRENCH SECTION IN AREAS WITH POOR SOILS. CONSULTATION OF A GEOTECHNICAL ENGINEER AND V CITY OF RENTON CONSTRUCTION INSPECTION IS RECOMMENDED. , CLASS F D rrrJ1 I 4 0'� BEDDING Fo.. � LEx,dLr I. E I I , RECOMMENDED FOR APPROVAL I ; I BY - /2-�/ NTS BY - o o Pipe Bedding For Sanitary Sewers Per COR. Dwg BW -18C 2 - BY DATE �N DN , p SHE: c• SOUTHPORT - �A� 1 BY- AIR I :.. S -cs )evelcpmen . TSe4evae ;AVashingicn ocl,o'- o BY 0A cn COUGHLINPORTERLUNDEEN 7��) C4.4 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION iOq �q p 5 �� S � ° �r (ON Wr s YO f 217 PINE STREET - SUITE 300 P: 206/343-0460 s7 c ®Vi �® SEATTLE, WA 98101 F: 206/343 -5691 OVAL aS' _ c. 0'.;'23/2002 _ SCANNED JUL 2 7 2001 ROLL 173 294 BEDDING CLASS DESIGN DIMENSION &.229205' 24" X 6" FRAME AND LID CLASS C CLASS D CLASS F PEP DRAWING ER29 ! 4" MIN. 1/4 !.D. 12" MAX. * ZERO - -- -Vr' (S• E J7T_ 41— JVFS OF PIPE ZONE NOTES: — -- ZERO O.D. C 1 PROVIDE UNIFORM SUPPORT UNDER BARREL o 1/8 O.D. FF '+O 5 } \ 6' 2. HAND TAMP LNDER HAUNCHES. 4" TO 12" MAX CON 'PETE CLrSS C 1 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. �8 S� 1Ji7 8) IC HAND TAMP ONLY. =0- I� C'J 71 -L \ ) ` 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION { B OF THE STANDARD SPECTICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A ! I BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE vAPIAB; ',. SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS TO 5 OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE _ W SSE Y 4 �AMTS IF PIPE ZONE BACKFILL MATERIAL. A 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE a a I; MA- -kA ' STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. -� 7. SEE HEDGING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF 0 STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. BEDDING M ERAL — OR RIGID P E '. ;. } B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS I Tc F NC°. 9) \ r:F ; > i MAINTA,NED. o 5 O n lot G a a p N Jo v" MN m W �I m 701 FLEXIBLE P?,- (SE NO- 7) \ C' * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. FOUN AION _EV a *NOTE: FOUNDATION MATERIAL WILL BE REQUIRED UNDER TYPICAL TRENCH SECTION IN AREAS WITH POOR SOILS. CONSULTATION OF A GEOTECHNICAL ENGINEER AND V CITY OF RENTON CONSTRUCTION INSPECTION IS RECOMMENDED. , CLASS F D rrrJ1 I 4 0'� BEDDING Fo.. � LEx,dLr I. E I I , RECOMMENDED FOR APPROVAL I ; I BY - /2-�/ NTS BY - o o Pipe Bedding For Sanitary Sewers Per COR. Dwg BW -18C 2 - BY DATE �N DN , p SHE: c• SOUTHPORT - �A� 1 BY- AIR I :.. S -cs )evelcpmen . TSe4evae ;AVashingicn ocl,o'- o BY 0A cn COUGHLINPORTERLUNDEEN 7��) C4.4 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION iOq �q p 5 �� S � ° �r (ON Wr s YO f 217 PINE STREET - SUITE 300 P: 206/343-0460 s7 c ®Vi �® SEATTLE, WA 98101 F: 206/343 -5691 OVAL aS' _ c. 0'.;'23/2002 _ SCANNED JUL 2 7 2001 ROLL 173 294 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 !.D. 12" MAX. * ZERO B 1/4 O.D. 112 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. G.D. — o 5 O n lot G a a p N Jo v" MN m W �I m 701 FLEXIBLE P?,- (SE NO- 7) \ C' * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. FOUN AION _EV a *NOTE: FOUNDATION MATERIAL WILL BE REQUIRED UNDER TYPICAL TRENCH SECTION IN AREAS WITH POOR SOILS. CONSULTATION OF A GEOTECHNICAL ENGINEER AND V CITY OF RENTON CONSTRUCTION INSPECTION IS RECOMMENDED. , CLASS F D rrrJ1 I 4 0'� BEDDING Fo.. � LEx,dLr I. E I I , RECOMMENDED FOR APPROVAL I ; I BY - /2-�/ NTS BY - o o Pipe Bedding For Sanitary Sewers Per COR. Dwg BW -18C 2 - BY DATE �N DN , p SHE: c• SOUTHPORT - �A� 1 BY- AIR I :.. S -cs )evelcpmen . TSe4evae ;AVashingicn ocl,o'- o BY 0A cn COUGHLINPORTERLUNDEEN 7��) C4.4 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION iOq �q p 5 �� S � ° �r (ON Wr s YO f 217 PINE STREET - SUITE 300 P: 206/343-0460 s7 c ®Vi �® SEATTLE, WA 98101 F: 206/343 -5691 OVAL aS' _ c. 0'.;'23/2002 _ SCANNED JUL 2 7 2001 ROLL 173 294 o I I Call - 4 \ SANITARY SEWER NOTES AND S T<MATM before yoU -Q_Q ' \ \ 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WE THE STANDARDS AND SPECIFICATIONS OF g 4. ,,,,,..•^^'`.' - ,' \ THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. LEGM DT9- f o � 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM. TO 330 PL. ! EXISTIN REAgV PROPOSED F7�Ti Ftr�I�EE ppOPO�D 0 30 60 120 ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DMSION AT . 1 -800- 424 -5555 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL SWV1 BE APPROVED BY THE TRA�PORTATKIN ASPHALT PAwNG GAS LINE —c— tww8cxhxm ( ) d \ `� / -. `- r �� �' \� DIVISION 24 HOURS IN ADVANCE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE . *� \ NOTIFIED 24 HOURS IN ADVANCE �- CONCRETE PAVING � G>s vALVE/MEIER ov � SCALE 1 60 �� '= v i ^ \ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL Q BUILDINGS /i WATER LIFE —>•'— —W— o 6111]117 F IO(QONTAL DAIUAi i ` ` / PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE GRAPIER AMERICAN PUBLIC wfxziEs oo TREE PROTECTION : - � - r ' ---Of--- NORTH COOMMM SON OF I91I3(91) r" , - ! _ \ \\ \ \� \ `� / ASSOCIATION. LATEST EDITION (APWA) AND CITY OF RENTON STANDARD. SPECFICATIONS. WASHINCHNI o -P-4 .TREE W /PROTECTION *Q STORM DRAWN LK —so -- L / ` .�'- �. �\ - `� \ \ 4. ALL LOCATIONS OF EXISTING UIILIRES SHOWN ARE A, °PROXIMATE AND IT SHALL BE Tt SW ON GPS NE49ASIIM W \ � Npgµ� Gmm SIM PO I \ \\ ��. \\ J \ CONTRACTOR'S RESPONSIBILITY TO VERIFY -THE TRUE AND CORRECLLOCATION, SO AS-TO AVOID CON5IRUCTX)N LIMITS _ SWW( SEWER UN: -ss— N. MI 1W 199D 1962 1 '.' \ � \ \ _. DAMAGE OR DISTURBANCE. w?� CONTOUR INDEX —�cn— " / N. 0019 51Wf 1990 .. /. ' ! \\ \ \ (INDEX) - —100— SANITARY SEWER A91 CO ° - r, ' NORONBR LOG110R OF MQ&nES / I , / �"•� \\ \ \ \ \ \ \ 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SWILL BE REQUIRED PRIOR TO STARTING d CONTOUR ar- - — g6 — STORM CB/LH "' ARE 9� tiwN w� NORnaID a • :1 1, ` \ ` \ V \ NEW CONSTRUCTION. R SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEC[ ALL NECESSARY ° - PERMITS PRIOR TO STARLING- CONSTRLMGP✓_= NSPE€ - --'LL LBE -,.�Z o.,,.,- -OY- CURBING, TELEPHONE LAIN —'— Locum N R�5 : ' •�, �: I i ` � - � \ \ �• \ REPRESENTATIVE OF THE CITY OF RENTON.) IT SWILL BE THE CONTRACTOR'S BILIIY TO - a, � BEN PROkM N THE PLAN 9EE1S \ \ \ \ NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFlWNG ALL COHStRUCIION. 00 SAWCUI LINE WATER MEIER/VALVE/FHE30C,-(?- 0ltt 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF o a�i o - SILT FENCE - -- - -_ _ \ WATER FlTIRIGS _ _ _ > \ \ \ \ tO _ L/Z c � POWER —o— -- F , .v ;. _ I � \\ �\ \ \\\ ,CONSTRUCTION AND FOR THE SAFELY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE - -y / <<' \ 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE 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 1 ° � 1 SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BUILDING •" '' 1 \ \' 11; BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES; MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING; EACH LAYER I 1 TO 95 PERCENT OF MAXIMUM '- DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE Gene ? %` I �� I I Coulon Park . •, ..._ : .� � L,." I ,' `,� µ J ! y t 1 1 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: Q r3 •� 1 u� iF� �/. 1' 11 11 I . „ E"1 r I 1 . , L,a I , ' I .' 12. OPEN CUT ROAD CROSSINGS ,FOR tJTIUIY TRENCHES ON EXISTING TRAVELED ROADNAY SHALL BE Z.:..- ..: r,.; °', :.. ,.r.,h,,r__r..,..,,..,,",,_,.. '. �' .BAG( FILLED ' �: WITHCRUSHED .ROCK:AND:MECWINK:ALLYr COMPACTEDCUTSINTO.TNEEXISTIf� : 164,. ; , I , I E'•I � �,-= / -: - - :.;•,�_�_�•r 'ASPHALT SHALL BE NEATLINECUT WTIN SAW IN A CONTINUOUS LINE A•TETAPORARY:MIX PATCH:.. Ly W t� SIDE - ' MUST BE PLACED IMMEDIATELY AFTERBACXFlLL AND COMPACTION: APFRMANENT HOT: MIX PATCH' c '. < :� '- Q. , :..�. - •: . -�. _,,. - / _': " s .. � .,,:. 'I S T NEW SEWER SYSTEM ' I 1 1. SHALL BE PLACED WITHIN 10 DAYS AND ' SHALL BE PER CITY OF RENTON CURRENT STANDARDS. -�I CD z I 1 I I 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. a r' I I � a I 114. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISESTABIUZm TO THE SATISFACTION .OFTHE DEPARTMENT FOR THE PREVENTION -OF ON- SITEEROSIONAFTER THE o I - :81 SANITARY SEWER 11 COMPLETION OF GONSTRUCTION.. _ a -. -,: • " _ r ,tiu ,. .,.: , . , . ,. -. " -.� BE ABANDONDm ; 11 - 15: ALL PIPE AND APPURTENANCES STiAl1 BE LAD ON A PROPERLY PREPARED FOUNDATION IN \ I ' 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 - L• OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION' MATERIAL AS WELL AS PLACEMENT I p RESIDENML &DG. AND COMPACTION OF REWIRED BEDDING: MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH $ TO LOWEST FINISH .. .. - - - - - - -- - - -__ _ �, � ` � -: _ � '-� : =: "� "`- ;' _ OF THE PIPE WILL � SUPPORTED ON A- UNIFORMLY DENSE UNYIELDING BASE 'PIPE :BmDING o ° DURING -PHASE 1 -_ FLOOR EL = 22 _ 2 _ _ - -_- _______ _____a__' +_ ��_� SHALL BE PEA GRAVEL 6 ABOVE AND BELOW THE PIPE. ' I I I !I 6. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, o - °• - .- a. - II I I ,-' - SDR 35, OR DUCTILE IRON .CLASS 50. C -. _ Tim. ONIMrrcovLDAREAS, : .MANHOLE TO'EXTIIdD- MINIMUM 6:INCH AND MAXIMUM 181NCH. ABOVE ..: -. •v _...: IX 9G METRO - FINISHED. GRADE IN PAVED AREA. COVER. MUST SLOPE: IN- ALL DIRECTIONS -TO MATCH PAVING. �., 0 a z$ iJ 7) _ MAINTAM 7' SEPARATION 18. WHERE SHOWN AS C -900, THE SEWER PIPE SHALL BE PRESSURE GLASS 150(DR18) CONFORMING TO a // / I FROM EXISTING MAIN AWWA C900 18. pp, 1� ° CITY OF RENTON 19. ALL SIDE SEWER STUBS SHALL BE CAPPED WITH A WATER TIGHT PLUG. PLUG LOCATION SHALL BE o 51 lry / / o - MARKED WITH A 2x4 STAKE, 12' CONG, WITH ONE 94D BURIED AT THE DEPTH OF. THE PLUG INVERT AND EXTENDING AT LEAST 3 VERTICALLY OUT OF THE GROUND THE PORTION OF THE STAKE z ? r - -- - -- ABOVE GROUND, SHALL BE PAINTED WHITE AND MARKED WITH THE WORD -SEWER- AND THE DEPT, - / O ` FROM THE PIPE INVERT TO THE GROUND SURFACE CONNECT THE PIPE TO THE STAKE WITH AN 8 > I/ 1 GAUGE WIRE AT OR ABOVE THE FINISH GRADE LEVEL GROUND WATER NOTE N FUTURE I ❑ ! rFE CONIRACra 9}w N L NO3E THAT nf'aPPHOJOaIE 1 HOTEL / I IzE OFFICE — I +�' I GROUND WATER ELWAT10N FA BEEN MEASURED AT a L E EMATION Ift M CONTRA= BiALL PROVIDE a �� ! ! ]� / B ILDING I DEWATERI Q AS RBCURED FOR CON6TIWTCTDN OF THE NEVI V 118M MARL 111E CONTRACTOR 91ALL' – – a – COORDINATE DEWATEM WELM OR AN ALIE UTNE SQ IERIOD WITH IFEIEaIiCAL BIfW�L CONIRACrOR r S iALL ND1E THAT DEWATERM WELLS MUSE BE LOCATED , IMIFiN 1HE EABHIBMf. ° ILI o I� 0 I � -- o Boeing Renton Plant' � C0IJGHLlNFpRTERLUNDEEN_ i A CONSULTING STRUCTURAL AND CARL ENGINEEILING CORPORATION L 217 PINE STREET -SUSfE 300 P. 206J343 -0460 SEATTLE, WA 98101 F 206/343 -5691 ROLL 179 FR Seco Development, Bellevue, Washington 98004 xr,Frx 4., O. C2.0 0 SANITARY SERER PLAN Ar= SCANr,pMRQ$.20 — O METRO MCHARGE -.NOTE D AM B,ERW= 9TIA 7EK MEM MAY SJICR4RLE THE SAANTARY STARER YAW M TC ELEVATION 25TH ANY (WIAti11Y'8DE SEWBIB DRANJG Pd ROM LOWER THAN BFYA71ON A MUST HAVE BACK RAW FEIBLIORS MTALLEDI F FLOOR BELOW ELEVATION 25 ARE DRAINED \ WI FORCE TWAM FLOW PME11Jt048 WILL NOTBE NOW THE RW WILL ACT ASBAMOW PfEVENTIDTL e V QLI RECORD DRAWIGS �Ti C KEYMAP SOUTHPORT SHEET --%— Boeing Renton Plant' � C0IJGHLlNFpRTERLUNDEEN_ i A CONSULTING STRUCTURAL AND CARL ENGINEEILING CORPORATION L 217 PINE STREET -SUSfE 300 P. 206J343 -0460 SEATTLE, WA 98101 F 206/343 -5691 ROLL 179 FR Seco Development, Bellevue, Washington 98004 xr,Frx 4., O. C2.0 0 SANITARY SERER PLAN Ar= SCANr,pMRQ$.20 N I 0 V� C/7 n ail W Z , CH �I Q yak MI '10" SS TO`BE.CONSIRUCTED, . 71, C1FD, AND ACCEPTED - R TO OONING E) MG S TO/THENORDI.... - ®.. s g zNU., a 1 = zo.ei�sT+w) R/R SW s E +3@299 : F3 J [ vL i [ v�lc� [y ; d I I Il Ty����TEIAPORN E +M -I 1 R I' i o I a DURING CONSR2l y s A IX .SIDE TO Ii�4iN' IN i a Q O 3 I COQ�{{ F)0 PLUG EAST h° TO TIE B&PUNBPED 1 _ SERIMCE DURING - \E FOH96 I IN IPIP TO TFi 0 DURI CONSIRI Pil 'I U ODIN'iIFDCI� :° b 6� IE- I 1 IN Il II Y NE'N Aa \� * I ' ,'C$OWNSR2U TTEEpp RW'y I `s I4ND''I FUUNQTIO TNG L NEED PLUGGED FLOW SING THE NE Suduy Sewer Prdk SCALE- 1 ° =20' HOW 1° -5' VERT ...........:....... .................:............. z �c KEYMAP SOUTWORT Seco Development, Bellevue, Washington 98004 C�U��L9�lonnr��■ smunsle>� a[ ® 4. 2 .. ., f VI\ i Li \iLYe�Y /iiC� A CONSULTING STRUCRIRALAND CIVIL ENGINEERING CORPORAMN �T�j'�+D n 0 217 PINE STREET -SURE 300 R. 20 613 43-0460 �I She1,lLY�. PICT. /pR ®FILE f V!t'* - pjp. sly: SEATTLE. WA 93101 F. 206f343-5691 OPM 01 /2 t /moa ROLL 179 F 0 SHEET C2.1 SCANNED 011112"8. M03 o v �d zz 1 V y N N II N � O I- O 1 r ^ ffi y i r n n O �0 ,TER VWA(JLT� ZZai c � , 1f] o \1� cn O C S O P I' I Oo W ° � 3 zz 1 v? N N MATCHLINE SEE SHEET C22 r J i IE- -19.55 10 SE OUT IE =19.64 10' W IN) i -� ap 8" SW IN) _ . / I ST, l Wi WHITE 2X4 STAKE U„ E=1,391,476.75 15 CROSSING E= 19.31 -, - f SEWER MARKER 8" E20r73 20.71 - I20.751E =2P.80 z O 13+00 12+00 fl�00 - - r I ILI T ........... — — " — — — — — — -'f — — — — —.�_ — - PROVIDE NEW 1- SANffARY SEWER EASEM TO CITY SCALE: 1 " =20' HORIZ 1 " =5' VERT 1 4B" OIA E=1&.96 1 0. OUT) / 1 SOU 1B ORT SHEET 18811E =1995 10" N IN) 11284816 E 06,421.18 -- __ - -.. O C S O P I' I Oo W ° � 3 zz 1 v? N N _.... IE -2023 10" SE OUT) IE- -19.55 10 SE OUT IE =19.64 10' W IN) -� ap 8" SW IN) _ . N m o z O 13+00 12+00 fl�00 10 00 Ln Sanitary Sewer Prole ........... _ .......... ...... ...... SCALE: 1 " =20' HORIZ 1 " =5' VERT A KEYMAP SOU 1B ORT SHEET Seco Development, Bellevue, Washington 98004 COUGHLINIPORTERLUNDEEN_ 2 Cu SANITARY C2.3 << °z A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Z�rIE STREET SUITE 2061343-0460 - io43 �26577 � T PJlil`I �R® 7EWTR M w w• 88�d 2 OPM ovum. s ROLL 179 FR 01 1 O C S O P I' I Oo W ° � 3 zz 1 v? N N