Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutzS-1431SetC,1 Ty Or R,,ENTON „� y JG) > Li- 4W 40 s' ni E o 367 M ST. y B6 .TN ST.) } .S p PIE 36 TN��T�, // �� I J 8 J `O �ai► 4r�I Ii SE 89TH ST F f6rM L. p ®f \ ST.I / iSE it pC 1� _ <1 E 33RD ST. (SE if ST ST.) �•.� ran N_ 3380 ST O Iz 32 NO ST. NE 31 S7 I „ t1� N. 3137 ST. ST. ' I I _tl r =_IFI I <�K304X ST. i. _` SE YAY C�RENNEtlDALE 4p 1 �. YALLSY RD• ELEN. "y Al f s N. 29TH ST. < .tN �r )cfNXEWICK PL N.E. a v k\& 6 \ N 28711 Pl.® 32 1� 3 —.. �� ,_ _� 33. 34 T 24 N _ R 5 E NE 26TN 'ST, _ \ 1 t w.2ttrN Si. r> ' j PUMP SE 9� N pc, T 23 N R5E \ 3H �6 C�: i rN ST sit 1 STATION 4 3 fEf 4H ST. fir. 4 PENDING- C \ c _ w % .r ANNEXATION i NE 25TH PL.� \ _ — I _ >� i I t NE i 2S ST. � i ,a L X. E. 2 TN ST. t O i X.24 TN ST. © w `,. 23R �� ,3E Al IOOTN.9T. XE 2_.-- Ne.o._._ ST. NE 23 RC ST. . " W --1 _ a T. I _ ME 2ZNDS4. a� NE 23 RD MM Me N. E. 804X ST, I l .o < E • .. —' - _ NOTE:" This .project will be funded in part with a grant from the State of \� 20TN `. 104 TM 3r o h I 'an �--� O` ' ! N rN 4 Washington. Neither the Stag" of Washington nor any of.,its• 405 $� _� j /Vt �I ,9T TN , �"1 ae, r J �L9T —N -f—T.'� departments, agencies, or employees will be a party to this contract. j— a` —� Y I' �+ SE Iosrn sr_ I �'L/v r X41 VICINITY MAP APPROX. SCALE : V 900' m 0 � Z x ,!�6 RECORD CONSTRUCTION DRAWING 3/Zp15G yl °Jlly rlaS 9 p ,h \ �'' / EXISTIt.IC F"E1JGF �"f�M�bt21'cK"(� X / ("�)-TA otoo = Ii frC—��eG ITS % \ \ 4 i \ Ott Oi30 1�/�� c /G'Y SP /GLlT//fY I+,C)O Ffi G 'A Cr— gUlQT zLG PE i?ESTO + !GN G'MPLHTE. MA-' I� t�185- T X - -' - - -- -- -___ -- FO�zcE M�,N 4 EPA N Q _ g W/iflc - -�` cA' Irk — - _ _ 0 A6, �HALT PA Yo — --- `.. - -y- � --� - -- - - -- m, .. :FIR RANt J� t` -- - - - - - - - - -- +A STAB +00 -•_- -' - - -- --- - - - -__ - - --'-'_ -� p D _ FIRE HYDRANT - - - - - - -Qp � A54.�MBLY ASSEMBLY c � �'AL1iE Ju tn v _ FLAN x m a g j 0 k O u Q to % ko 0 ,1- `v . !" * h 119 APPRc3K. LOCA'17101J LIQ9F_Re.tR0UNA POWER uuE EX. (D "x8" REDUCER f e° G,v, ,----------- - - NEWMOM/FRAM roP of BANK - - _ - -- P, PO _ - _ -- -- - - - - 1, P. PO E, P � ` POLE E _ -- ___ ROD PAIR U?�3 -=-r �� _ =T .� (di �� W 2.2i'Z �b �--ex ( -2Tl w w N IoeF cMFiCASINCa W kQ5 537° 29' 49 'E 1-7 `� sTA ILo Od R3' `� EX. W.M. - � CLEAN OUiASSEMBL , f:iFpr°� MAIN -- __ _ ...p..'--►- - _•..�►p.. �,•-•- --- -,p-..^- >-.- -►• �y0 1 5iAIs +9083' Q E.P. i� ,� c•� 12° CUC T , '' EX. C.B. f 3- l2" CULV. � � \� co EX, W,M. i ` ' � � �\� W n o N 27 h a III `-o� 13�' a PLAN SCALE : i" ° 201 5 11 ..a, .� �M 3 „F > _ 20i bEN 1 I1 1 �� dl`- -- � TOP OF BANK .� , Y - -- -- - - - - - -- - -- 1 D` " _ L�.c ��> — — /�`- 5 S i ° l5' 34sE D. ---)� ... y -D- -s..,- 'wD-,�...-- %..,D -� FE1, o.El. NEW MON./ FRAMF- P. POLE 0 4 H N W Z s u H Q 2 ......... . ......... . .........:..... .........:................tg . .. . :........ . .........:......... .........:.........:.......... .........:.........:.........;.........:.........:.........;.... :.........:. ....................:.........: _ ...... .................:.........:... .,...:.........:........,:..... : -- - - - _._.............. --........_...;_............._......................,_.._....,............................_.....,...........................,....,.................................................................................,.................................. ........ .. .. ................:.........:.... ....:.. : : ....... ....... ....... ....,.. ....... ..... ...,......................_.... ....... ....... ....... .. ...I.... ;.. ....: . .:.... :.::. .... :..................:... ......:.........:.........:... .............................................................................................................................................................:....................................................................................................................:.............................................................................:_.............._..................._:...............:....................._...........,........................._...................................;.......................................:........,.......,........,.............:................_..............,......:..... .... .....:..... ..........:.........:. : ...................:........... ... ....... • .....;.:.. ;......._.:... ......:... ......:... :...................:.. .................:.........:... ...:.........:.........:... ' ,..........._....:..........:.. ,.........:::........................_...................................:................_.......................................................:............_...........................,:,_`.......:... :...:...:._:...:...:..:.......: ' Q ........:.. .. .... I....... .........,. L1 ,.:.•.•.....;.........:.........;........ .:.........:.........:......... .. ..:.......... ...................:.........:. :.........:.. ..... ...")�0.... :, ..... :::::. ....... ...... ....... . ..,....... .........:.........: ..................:........... _ ... ..;.. :.........:...I ; .........:.,.......:.........:. :.........:... . ; : .............. ::::::: ::::: .. ... :. : ,.. F. . ...... ....... :. ....... ..,.... ....... .... ....... ....... ....... ..... ..... ....... ....... .. .... ....... ....... ....... ...... ,., ............... .......................:....... :....... 3103 ........................... W ;. ...�.........................,. ........:.........,.........:. ::................................,.....:.:...,.............................,...:............................... ........:...................... . :......... :.........:.........:.....I...; .....................................................................................................................:...............................................................................:.......... ....... .... :.........:.......... :' ;.. :- Irt.....:....- �:::::....... .:. :,.. ... ;. ::;::::::: . ;. :. ...... ....... :. ;. .............: s� .........;, .....:..... ....:.........:.........:...... ;....... ............:.................. :.........:........ :. ;.........;.........;........ .............................:. .... .................. '' ...I ;.... ..,... *i' :.........:......... .......:...I .....:....... .........:............ . . ........:.........:.........:.. W ,,.......:.........:.......,. . : ...... :...... v""- ,r:.........,. .........,.. :.........;... ~"'err r :.. .... ..:.........:.........:........ ..3: :..... MIN.01/ER T Y.P.IGA L) .....:......... :.........:.........:.:....... I........ .,.........:..................– .... ,...... :. "p, N In ... ....... ....... Z .. :. .... , : .. q ....:.........:. `: .. ....... ....... .. ....,. ....... ..,... ....... ....... ..... ..,,,.. _:: ........ :.........I : : :.,,, : . ........:.........:........:.;_ Z ,,,,,,..,.,....,. :.......,, : ' ;....... ._:- ........:.. ....:..... :! .. . i w -._ t -.. ; . i .... •., :.. ...:.........: - . .. : .. .: .. ..;....:.. ..... ...;........._.. .... .: :. ... .: . -. .: i .... :: J. ....... ...... :. :: :::: :::: .,.... .. -... ; :::: :::::: ..... ...... .. : ... `F .. .. .' ...... ....... . 3. 0�2 .............._..._......... .........:.........I...,... .........:.........:......... ............................................................................................................................... ,.... ....:.........;..I......:...... — ., .. .. r 9 ......... .............................:. H...pq� .. :... .:..... r J a ..... u ; _.. . ;.... ....:.. :.........:. ...... *......._.... :....... ....:.,,,..._.,,.,............ .....I._;...................... - :.... : ................... :::tyt3:PIP E.........._... ; U.... .. .:. .. .....................................:....................................:...................................._...........................;.................._..._..:.......,.........................._. .:. .......:......._........_...... }', 3.....................................................:.....:. :. v ......... ......... :.........:.........:.........: ....... : .......�! .. ..,.::.... ._. ._...:.,.......:........,:..... :..:. :.. .. :it °!- - : ap:... ..... .. .... .....,.................._..... ........:.........:....... ....... .........:.........: r .. .......:.........:.........:... .... :.........:.........: .... :. :...... . ; ,....... ,......,...:,,..... : ,........ :...................;.,_....... :, : ;, :....: .. .. ... .: ......: .... .... .. .,. ...... ..I.... ..,. .. ...... ►�:.....: .,,,,. ,.,. .. ... ........ . ..................:.......� ,........: : I .......:............ ;......... ......... ......... -. :. .... ..... ...: ........... :...... ... :: ...... ;. ....... ...... .... .. .. ...... ... ......... ....:_.. <... :, ;.: _. ...... ...I... :.. .I : . , .. ..... .,. .. .,. .;, : ............. :. .... .. ;:._ .,. .. ..... ........................:.a 4. L1:......................:.........,............,..........:._...: ....................._......:.. ..:.........:.... ........: ..... ... ....... . ...:: ...:.........:........ :.........:....... :. ...... :.........:... .....:... : . : :. :.. ....: .. ...... . ,. ... ....... . ... ...... [i f' i:... :. :: ::: ::.... .... ....... :..... : : : : :: ....,.. ..I.,.. ...... ,..... .. .. ...... ' ....:....... ....,..: ...... ....... :.... ..:.... I....:....... ................................................................_....._..................._................................_...._................... ....... : .......< i ...... ......... j.........: .....................:......... ... .... ........ .....: ...... � : ...... :.. :.- i` ........._... .................:...,......... .......... ,...... .. ?........ ........ ....... ... ..... F _ _ .. .... I.,.... .,. '.....:..................;..._.....:............:._...:...................:.._............_..:............._:....................._:.............._......................................................:_ . ... ..... .. .. . :.............. ..:... .. .. ... ..: ... ,...., ...... .. :':... . ... 7. G : i i . : . .; ...... ..: .......I:..,.I....:...... :. .... . . .......:......— :::: .:.. .................. ..i ..,..,......:........... .......,, i:: :. .: :::::: :: ; ; .............I.. ..;......... .......:.........:. ......... .......:...... ;......... .... .... .........:.. ......, :... .:.... _. ...............:.........:...................................?....................... ,. ......, : : ,.,,,: Z: :.... .. .... I.....; 8 t :....: .........i ..... .... ...:. ......0 .......;......... `t. ............................... ..........:., .:. .. ... _ _ . . .. : MA N ...�J CLV E- :. K MAI .. €......... I.........:p.... ....... :. .I ;. ............................... ......._.__......_ :. .... .. ...... j f': .._._........_._ ....::_.:..::,:. ...:.... .. — .•. -.. :. :. .. ..... ... _...._ ........ ..................a>........... : ..._.........:.�4LJ........... ..._.... i................_....................?...... .........:................_.... -I ....... ......... ......... ......... --x - € ..... ...... ....... ......: U:... . .........:....... ...........:..................: .........:.........:.. :. ....... .........:.........:.........:.........:.. .... .... .... ... ........- .......:. .......:.........:.........:... ....... :.........:.........:.........i ......:: �... ....... ..... .... .... .. .. ....... ... :. .... ,° ....... �1 ;. ........ ....... ... .::.. :. : z7....................................... ........:........:................ ;ki,........ ............................... .........;.......,,,.........,. ... :.........:.........::......... .................................................... ...I........................_�? n ..... ....I — ....... .:. . ....:.........................: i :. .:. ... , .........:.........:...... ; ;. ......:......... .... , ................. i . ........................ .........:... .. CC ......:..................: 27D...:...............:......:...............................:...:...:... .........................._:... ... . : ......... ......... .....I... . ,. ; ; : E .; ;.. ..;. ....., ' i i [ : .... _: : ... . : . - V._... ..... _ Q{ a ......: { -'^. -0:. 0. : ' lj �( i [ iYi,. -11 ` : .Q. , -- : :.... ...... ....... :.........:...... . . ; .: f....._.._.....................................,.....................:,......._:........._............:..........._...........:.......................:.. .j .'. ...... : '. .........:........ .. ^_— _ .': ..�.: U]m.: .... i : j : .... .. ......... *,,.......:. .... ....... ..., ...:....................:.....:_.............;......:..:..................................I.-......:_......_................_....:._:...:...,., .:...:...:._.._................ :......... _:.......................,...,...,,.....,_.................................;..............................._...._:.,..,.................................:......................................;....................................................................................._.................... v _ : ......:.........:.........:.... 5#1._:.......... ............................... .......................................................................................................:.....................:... �.....:..:....._........................€...... ...................I........... :: ::.: ::: ::::: :: : :....... ......... ... .....:............. ..., ,,,, .... .. ...I .... ,..... ..:...I...., ;.... ..... .. ..... :.... . ....... ....... .. ...:.. :.... ......:.........; . ..... .... i ...... .. .. .:. .... :.. ... :. .............1................. :. ... ;. :: ..... .. :. ......:.........:.PROF lL Z., ... ....... :. :. ., .: .,,. ... ., ,,,. ..,.. - .:::.. .. .. �. «ran, s . ....... ...... ... :... ..,,., :. .....;........ ..E...:. .........:.........:...... w :... rJ :.........:........ ....... ., h ....... C�Rfl trN�l Ru TION • E RAVE I o F S s ti .....:..:........:.......: :.........:.........:....... _ ...;.....- L.E., 1. -. : .,H4PSIZ:.,.. :. .........:... _..- ..::....:... , .v .a &6 . . o h i C I T Y O F RENTON ........I ...... .. : .........:......... . .....I.. :.......,. ..,...... .........:.. *...;,...,.. .....................................................................:. ..................il......�.... .4._..... :.............:... ........:.................................... .......:. . 7 ..- .1p..1/�RT ................ :...... i.............. ...................i........... ......... ........:....... - ..: _.-... ..... ...,. .. :.... .....v :_ P BLIC WORKS ........– .... ...:.........:.........:........ ;..... . .....I... .........: .........:........I :.........:......... ....... ..I.... , .:.........:.........:......... : . ................ :........ : :.........:. .........: . . ............................ :...I...., ..... ..._ .........:..... : ................I..:...,.....:. I.... I ....... ....... I:.........:....... ;. .. ........:....... ....... ; ....... .:. .......:....... :. .......:........I:. .... ...:..................:........ ... .. ....... .. i- -,.. ' .:......... . ... .... .... ... ....... ..... ..... y9..... .. . r-. .... ..: . ..... ..... . +' : :: . ... .,,, „ ..... A ��F�FGiSTER�� 6 :SSA, �� QRAL mss. �' ., ROOK � ^� T R ............... ............................... _.........,.........:........ . ....,,: 11 ._• ......................................................................................................._:........... b.........: . .... ...:..... ......................:........ ....................... .. ..................:. ............................... .. . : : . ,. ; ..... ........................... ........................... . :. t .y `� 1¢�% . . . . . . . . : . . . . . . . ': . . t ......... : ......... ... . . . .Q�. : . . . . . . . .. ...:......... ...... ..�...... :........ . ... .........:. .... 1. . , . . . ; . . . . . . . to:,..:::: ..... , ..... 4. . . . T. . . . . . . . . . . . . . '. 'VIMOND, COLLIER & WADE- � - /to oa. .r' � DRWCa MO DIFIEv TO F14 FK 3- 2Or$fD DESIGNED L M. DATE i+�C1 iiBLi p O zeso ILE N : : ..I ... .................... ..,. _ ..... ........... 1 :. ... ..........;..... .... - ..,., ....,. : : F ... �, :.::: ::::. :::::. ....... ...... ...... .,.,.. .. . i ASSOCI +� �t V /4 ' i +t' - ° CONSULTING ENGINEERS ��,� ew4oe- t:- REFLECT INC.LI�SIOht OF DRA M,K wN CHECKED = 3 CALF I 20' FIELD BOO /V oAGC_- - SERVA'�` NST,:p[�,- �Q�y PiE:LO DS FEMiOSON tl SONS INC Bt518 NO. REVISION BY APPR. DATE _ APPROVED _ m,awcTew ew wuw..e wro c SHEET�OF IO - PROVIPE 12:1YIW CKL>Lrf TO KjowrH FOR FU?I.JRF IIJv, f:d r 312,4 i2LF- 10 "PVGC U 400 -15o PIPE �P44YM Y 5HP,LL.66 IW( -LUPED IN SHALLOW MAQHOLE PAY IJEW !O" i TEM.) GRAVCtY SEWER J 10" G90D CL ISO PVC PIPE - -_ - -- S PVC- FORGE MAIN I.E. 311.7 0' x 10" EC4Z IYRIG 1311.41ZE FZEDUGER C:- 1,4WWF-L MANNOLE LIL�PVLG�RAVITY CHANNEL SMOCsfHTRAtKMON AS SNbWIJ 1 Ss+iEZ TO &RAVI T`{ SEWER F SECf1yiJ FLAW 3 I I � Fob MAiWrO GRAVfTY SEWER CO"N. _�_ \' / WET WELL to W -BMW I - --__w� -- —_T T T CLOSED VG.V, EX. TEL. BOX R w ---__ E O V! _ -W — ' -- I N,44 2 f S �� T E TOP OF BA"K —_T T I S w EX. grr D 1', W, M. T - — -E - -- uwi _ _.A� -r 900P U.G. 1p w -- G-_y�, ��_W I�xyy_ ldl NEW MONJCASE — 855 Eg, 55 M,14. SS i0° PVG Cx V tY SEWED. SS NEW M N. �— lOtlxB REDUCEtZ ' T 8 FOI2c15 KAN M T E \ 1O Tom_ w W I ---'_ T, U _ owl 't . T F �� 63 W OOd w D , woo w 3 - t O- ow jI _� ��' i�_, L � i0 LFOF 12" c.MP CASG IN � 1 s I sVi� EXISTIN MC4JUMEI�if 4 FKAME 8� G PLAN SCALE - 1" = 20' i EL. CONDUIT 1.' (ENICLOSED INCONC.� w 2-32-3 rUol 2909 t 2-319 Ll : �. Z4 fl �PPppUMP STATION >,i: PUMP STAT1oN 09 c 1(E`(CONCRE.TE` NON - SHRINK o- pD MORTAR;EMBECO" rACK W(NON•5l4RINK GO7MBE CO "O a. .. � COUPLING CONCRETE STEP lA C COLLAR — E QUAL D.I. PIPE PVC PIPE PROVIDE C0N5T9UCTIOAJ — I\! COLD JOINT- SEE REINFORCEMENT DETP:IL ` -? BELOW G - A::a GASKET A. A� ` /� "• e A TYP I C AL .,6 TY Pt C AL D,I. PIPE C�NNEC_T10N 3 PVC. PIPE CONNECTION 4,. coLOJOIn�r SCALE : NONE 7 SCALE : NONE #4 BENT 5 5 @TCP � BOTTOM QQ OF SLAT$ f -No1477- Wx1e,,eA 1e_ tise f To 0 "eE - /vo7 sf/oA,111 LP / i 5CREald 9(c' DIA.WET WELL ELEV. Iy4,O L-z -zgao SECTION 5CALE . Vz" , -O.. LNOTE t LOCATE VENT PER PLAN VIEW FmrI nst u2 Fr I-In1 D 189.5 PUMP • OFF 188.5 LOW LEVEL ALARM 187.0 WET WELL BOTTOM 2 L/ .�,- 4-'1 Ve541 _ 3 ROCK SURFACING PLAN SHEET, 2 72" VIA, CONCRETE J PIPE - "WET WELL" Id-O" x IS' O'" F,R.P. ENCLOSURE 11' -O" - 16:-0° CONCRETE SLAB a' THICK W/ * 4 I- 8" O. C. E, W. RECORD CONSTRUCTION DRAWING A SIB 611A11&6-4;? V44V6 ' ,4V5'cNA�Z&e PlP� �lL. KEYED NOTES PLAN, Q 10 7 Sil 1'-O° � ( Jz' 2 VERTICAL NON -CLOG PUMPS, 500 GPM - 126 FT. TDH -40 HP MOTORS -ALE _ / - 3 PHASE - 1800 RMP. 2O PUMP DISCH X 6 " " ECCENTRIC 'INCREASER. 33 j G" CHECK VALVES Alic 6 °_�L/ —G^� /tT_ -- L/GGJFCz E16• Zta 1f RJi2T 5@ 6" - 45° ELBOW r, 6" _ 1' SPOOL W /VICTAULIC COUPLING = T T S V1?�D aET ,41L -5 7-6 ,©� V 6" X 6"X 6" TRUE'WY£ ® 6" - 45° ELBOW'�`v°y,li�Sr� (9 ) 8" - D.I. PIPE @ 8" WYE WITH CONCRETE BLOCK 1a DRESSER COUPLING 8" GATE VALVE W /VALVE STEM BOX THRU TOP SLAB t1 @ 3 8" - 90° ELBOW '6" - D.I. SUCTION PIPE W /VICTAULIC @ PUMP 15 18" D.I. W /DRESSER COUPLING I 1 18" SLUICE GATE ARMCO 20 - IOC OR EQUAL 17 FLOAT TYPE PRIMING CHAMBER (2) 18 VACUUM PRIMING PUMPS (2), GAST, 110V, 1 0 OR EQUAL �9 WALL LOUVER, MANUAL ADJUSTER W /OUTSIDE BIRD SCREEN P WEATHER HOOD. �0 WET WELL 100 CFM VENT FAN, OUTSIDE AIR, BIRD SCREEN AND WEATHER HOOD. PUMP ROOM ROOF FAN W /MUSHROOM WEATHER HOOD, ZZ 4" PVC SCH 80 VENT PIPE. �3 REINFORCED PLASTIC LAMINATED ENCLOSURE 10' X 15' X 9' X 6" W /OUTSIDE FRP FEATURES NOTED WESTERN POWER PRODUCTS 101510 OR EQUAL. 24 BILCO ACCESS COVER, H -20 LOADING 36" X 36" OPENING. 25 GALVANIZED STEEL LADDER APWA STD. PLAN 41. © CONTRACTOR TO INSTALL AND WIRE OWNER FURNISHED TELEMETERING. @7 BACKFLOW PREVENTOR AND REDUCED PRESSURE DEVICE SEE DETAIL, SHEET 8. @ FLOOR DRAIN, SEE DETAIL, SHEET 8, SLOPE FLOOR TO DRAIN, 03 PIPE 5TAND (E RE0.) PLACE UNDER C." 45' ELBOW5 RECORD CONSTRUCTION DRAWING �n a" FORCE MAIM 4 -O" OR WATER MAIN MIN. �.- --- 4 BARS •. i 9 1 a .A` CONC. WING WALL 4" PV, C. DRAIN PIPE ON UPHILL SIDE WITH 5 CU. FT. I''Az" DRAIN ROCK `o1 PIPE ANCHORAGE & BLOCI J G NJ. T. S. 5 N i WING WALLS ' - -� 4" P.V.C. DRAINLINE5 S= 27. MINIMUM TIGHTLINE TO OUTFALL m VARIES - 10` -0" MIN. UJ � uJ z TRENCH DRAIN DETAIL d N.T. 5. FOR WING WALL LOCATIONS SEE PLAN SHEETS E THROUGH Co s° FLAN4E MANHOLE FRAME. � COVER OLYMPIC FOUNDRY NO. 5911 OR EQUAL 3' SQUARE CAST IN PLACE CONCRETE COLLAR \ a "- 45° LONG RAD. C.I, - BEND M.J. - FL. a u eC U) V DUCTILE IRON PIPE v LENGTH AS REQ'D. 2 i 8" - 45° LATERAL p I FLOW f - -- - -4*.. FLOW FORCE MAIN FORCE MAIN SEWER PIPE �I 5EWER PIPE PROVIDE CONCRETE THRUST BLOCK 3 FORCE M&N CLEAN OUT ASSEMBLY 15 NJ, T. S. CALM,, STL � HOLD DOWN CL.1 P 5WPIA. ANCHOR BOLT NUT£ XAS[ -IE:(2. e 24'164 ' '/t' DIA. }REBAP, GLASSED _rO HOLD IOWN LIP q NCLOSURJ HOLD DOWN :DETA.1.L 8 NTS, -- �_ r�,VtF�cfrr�• �o v9G ✓F �/G 20 ° P✓7 -G /yE � Q`� --=t\ Tif-PPr�D PL114. �t / 1 ' G4 ��EV��p ,DUMP V�Ly�rtlC°-r ��Tr"r /Cs MIN: CLEARANCE 3' -O" EACH SIDE CITY OF RENTON STD. HYDRANT SEE SPECIFICATIONS G BACKFILL WITH C7 0 CRUSHED -ROCK -- OI 10 A-1 `4 /N 1� MINI »-EXIST, DITCH INSTALL 12 L.F. iZ "C.M.P. CULVERT IN EXISTING DITCH FIRE, HYDRANT IN CUT IN5TALL @ COMPACT CRUSHED ROCK TRANSITION FROM NEW ASPHALT EDGE TO EXI5TING ROAD SHOULDER CZ' WIDTH) EXISTING ASPHALT PVMIT. NEW V CLASS "6" A5PHALT OVERLAY OVER EXIST, ROAD FOR TRENCHES INSTALL AND COMPACT Co" CRUSHED ROCK 5 /8•' MINUS RESTORE SHOULDER WITH CRUSHED ROCK WHERE I DISTURBEp := 4j i= NOTE: PAVEMENT MARKING TO BE DONE BY THE J CITY OF RENTON E Q i NEW S' WATER NEW B" FORCE MAIN r RmO,AQ RESTORAtIO`N- YPIC L S- CTI'ON N.T. S, I UAr.nne�n GENERAL NOTES 1. All work materials shall be in conformance with the standards and specifica- tions of the City of Renton Utility Department Pad the latest edition of the APWA Standards and Specifications. 2. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI _ Spec's A -21 -51 -1976 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to ANSI A- 21 -4 -74 or latest revision. Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise specified on drawing conforming to ANSI Spec. A -21 -10 -1977, ANSI A -21 -11 -1977 or latest revision. All fitting joints to be mechanical joint or flanged. Flanged joints shall be drilled in accordance with ANSI B 16.1 and shall be 125 lb. configuration, unless otherwise specified on drawing. 5. All water main 10 inches and smaller to maintain a minimum cover of 36 - inches below finish grade. All water main 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. 6. All water mains shall be pressure tested and disinfected in accordance with -. the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a repre- sentative of the City of Renton. 7. A preconstruction conference and twenty -four hour notice will be required prior to starting new construction. j 8. It sha11 be the contractor's responsibility to secure all necessary permits prior to starting construction. - . 9. Installation of corporate stops, water services, lines and meters to be accomplished by the cchtractbt-. 10. All connection to existing mains to be accomplished by the City of Renton. All necessary excavation and materials to be supplied by the contractor and be on -site prior to City notification. 11. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 12. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -in. Z" P.V.C. -SLOPE : A " /FT. Z" MIN —�- 12� ` �— COM5IUATION DRAIN TRAP W(2" HUB OUTLET f 7" INLET GRATE J05AM NO, ZGO OR EQUAL 7 FLOOR DRAIN N.T.S. 9.5,14,5, APPROVED I" CROSS CONNECTION CONTROL DEVICE BUfLDING WALL I" 90" BEND- - STRAINER I" GLOBE VALVE II' /z" x I7' /i` CONC. METER BOX W1 3 /I6" STEEL -ANGLE DIAMOND PLATE COVER EQUAL TO FOG PATTERN WATER METER STOP TITS METER SEAL CO. ID METER BOX HOSE 151E W(LOCK WING FOR _ COPPER SERVICE 50 °BEND WATERMETER COUPLING EQUALTO MUELLER FOR COPPER SERVICE EQUAL TO CO. N ' 14Z55 MUELLER CO. H - 14200 DRAIN — PIPE FITTINGS ABOVE O € BELOW SLAB- ALL —..{f BRASS tVF " I" 5ERVICE TO CORPORATION STOP IRON PIPE HOSE BIB @ THREAD FOR COPPER 5ERVICE I i9? �? I" BRASS e `' ai (TYPEpK'COPPER EQUAL To MUELLER CO. H 15025 I45TALLED DIRECTLY INTO DUCTILE IRON PIPE I f ILZ" FN/.C, DRAIN WATER METER TO I" BRA55 COMPRESSION / BE SUPPLIED BY v ° /� COUPLING, FORD OR EQUAL — CITY / i "TYPE K SOFT COPPER TUBING \—METER .BOX W/ROCK POCKET .SUMP LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE \ SLACK IN COPPER SERVICE LINE TO METER 1" BRASS CUFiB STOP WI BRAIN — DUCTILE IRON WATER MAIN SERWCC_COI�iEC'fiLQ1 BaCKFL ®W PREYENIR AND P, E, CING DETAIL -- N. T. S. \� (LOCATE AT S.W. CORNER OF PUMP STATCON) 3 RECORD CONSTRUCTION DRAWING 1� <=Nr 4nL- L- YIA t^�JF-L 7-S/P[=AL. ALL. L4e-4=5, WE I- JA L L, /0 5 23 20 - t- + P ,H fRz.- ca S I -1500 r--C4:)jR 7-b TS LS- MCA 7w0l" 4 70 RIXM E,F. O Llff 7 JT=CAL r. UAL STARTER /' L I 19 7 glR L x T CONTROL CABLES it f I ii A G WIRING SCHEDULE ITEM DESCRIPTION SIZE & NOTES J'a-11 25�, 4 2;4 # #r 2 4', J* A u- r34z m /Ar-j z4as �Wrrt /� �, , / D �� % - __ �, f'� .�►P I�r�t'�, �2o�1,>y�'t`°�r/� �, 2�','� � , �' i2�, (E) -4yyl / ; / M7 1� !12 rqss `LL„- /4,L / 150 I G WIRING SCHEDULE ITEM DESCRIPTION SIZE & NOTES J'a-11 25�, 4 2;4 # #r 2 4', J* A u- r34z m /Ar-j z4as �Wrrt /� �, , / D �� % - __ �, f'� .�►P I�r�t'�, �2o�1,>y�'t`°�r/� �, 2�','� � , �' i2�, (E) -4yyl / ; / sk=rm # 1 -ee=- erm t-LAN I-oN c-ot-I Ljrr r%up-j oc7rs Y�11 r-O !12 rqss `LL„- /4,L / mss- a, F, j yA-=UU r,,( FLAG NOTES IMIOG j=uwp —oMZX- x ALL- WI Rt I-JG T� C=*J f9k JEL Ll(wld^JT17-S FLE)4 7W 71,LL0,1-1,A lv 41 e, mrj* FOM 7 M4S ?=U�A= Rccm 1 �j TI'AV=T' jD MVir-,97 to C-0. t A PUL-450x EVERY 5�-& � AT e-.A H iae E5EwE) FOWT 1W COMOUIT 9W4. PROVIDE FLIU- CORD. FULLJBoxas 1-b BF- r-rryc>F- rawTot. sTA,14PARc, StGt4AL FOU-54>'�5S, PANEI-� PAC) L-0(-4T71(3.r.4.-n416 sicqc, qzro� PSI 1- PLAN .4 -e-we= f-0y,-JarK r%r4sL -TPW4GF0I?MEe SECONMW COMPAIMEWT 6,4,t4z� -� F'AP MOUII�tT TRANSFORMER H ONE LINE DIAGRAM_ tlb � S La SECTION LOP RECORD CONSTRUCTION DRAWING NOTE: Portions of the design work for electrical supply have not been complet- ed. The City's intent is to have the contractor assist Puget Sound Power and Light in installation of buried cable along a route on NE 24th For Electrical from Edmonds Street to the Pump Station site. An addendum will be Por ,Upas Of Work prepared and submitted under separate cover for work involved in elec- G. C trical supply. WA CITY OF RENTON 4. DEPARTMENT OF I-IIJIBILIC WOkKS Lp ST I ONAL t "P NONE 'y CREW C.,�, VA SPARLING & ASSOCIATES, INC. 0 SEATTLE, WASHINGTON EL.WRICAL, PKWICA. M0172 I F�I EP -r6 AEFLF,-. J-:6 r6 3-12-0 S6 DESIGNED S.L. DA-.m OV 1984 FILE No. 2850 HAMMOND, COLLIER & WADE- LIVINGSTONE NCLL1610N OP- DRAW ASSOCIATES. INC. CHECKED '-'PAGE CONSULTING ENGINEERS -STE RF-6,09pl�> SCALE FIMO 800K--2- ?40. REVISION By JAPPR. DATE APPROVE stir.Er-9--oF-LO- cio 6- c:z ucrir- L -YW SERVICE POWER PANEL i5:75A, _Z4 # !/- Tfqwt4 46ov,, 3 91ASe:, Q,-, HZ IF f0_AvVG =oz WT ral fump is6, i - rkw%mo:7 r parwC70M. Qom",� 1+16H T_=WFW"_MVtQ PUMP �o _4 41,5TI11q=- G ; 1% -I&VIK L01045 +-4 IG14- - me: Mras. P, 0 2 X10 2�) Iz7 1 -1 20 41 � ) ) 1 PJMID t 6,2 - Moi IRE ^LAMM IGH M0IZTUrkW (=RPfff F�l _�j Ro /I z; as 2 4 V iMrMW%*vh% 6 iTSM Ti T'�14kJ�jPotaN1Q� OWA _a7avm45 ) r4ptA3e .4a m— STTA �4401ws TIME marLIK LT ALTZIiIWeYmtw,. _ -;Am j4MMISrs c - 4=Uf%KMWr PM MMLA-,/ M-K 1`14Ase WCH TOM_- ME WIRK -;*,A 259P- 4001/ epw^ r%--5 Wt- g%=-LL T14ERF10 - DSTF-r-TOle 4 MoIeTUIEE rr=w-_oP_ ciecurm NOV WITH # Zlro -YIA rw I;= AQEEWIRW IFLS.C.C, FAHEL, BUT MD NOT OPERATIVE. f4 ^ Le"m elzt-j mnom, - v vi mge -T o PuKn PbEe, NOT APPLY 72 rpi6 joB L K 73 . 0 k ° (0) on Q (9 E)cp 0_<_�eLz Rrm Lar L-W:+m /Vrj;=P A M Njt4 irvienvy, F cF et-L-_Lz*utqa .Nstoc m I �J _KCIL jr 1411%MSPLATIS fVf% EACH OFF 6 .0- THErKRAL- 9!o-e-FAs5 TtIERMzEL F-1 FFn9 WP 1 120 VC) L-75 t4l za vc-, L_x.5 jkMi M2 DUPLEX 014-17LIE-T Arm— It T__T__0 A ly -Der—, FUTURE T-4 Wev 44- PC -1474 /e &,KI57Ev _r I? S, K2yftP Wt-f ICZ14 01'FA58 TD /ALLOW ,51muumt4m�"s I I C_ I Nil U N NOTE: Portions of the design work for electrical supply have not been complet- ed. The city,s intent is to . ve the contractor assist Puget Sound Lp�v L2&L Power and Light in installation of buried cable along a route on NE 24th from Edmonds Street to the Pump Station site. An addendum will be prepared and submitted under separate cover for work involved in elec- I'lum,10,2- mca trical supply. P 'a 4 T__L_0 _577-1.tqr LEAC:> F:ILJt-iR FTMM T—.-O For Electrical Rui LOYV LEVIsL ^L/4~ Portion ;, g Work 'RECORD CONSTRUCTION DRAWING llor%. C NOTE: ALL COMPIONEN-M TO eE 0 tj WAJ L ♦ CITY OF J-13ox U)CATED DEPARTMENT 0 IP PUMP r�wm —A "STS 010 " 1. r 9 14tAL ,,I 11-010 "ONO 7=- L E -i-' ASSOCIATES. INC. ir*�� I "Oe zlz ��z� SPA LING & r IIAMUn&fn r- At)�:)UU INIAI ES INC. r GIsTST..t ."i ...... . CONSULTG ENGINEERS AL i=296 - I11_L_UWV11J VF -LONW. 1-= WN 109SERVA-r[OW (iCCOF,96 CHECKED SCALE NOTED REVISION �,.PPR. DATE APPROVED _,5�pfV"_x?_- si4EE-r__LQ_cnF_1Q_ q ®DERHEAD USED Q DELETED op ..�_ " n O(V ER'I-] EA�IJSEp rvfle ((�° , _ Itox e . - �� I4 ° N.E. 24th Street a� — EX, C.B. I -. 318,45 RIM v�� v • - - � , I I o� � 3D' 3� / IE.W 915.45 b Q Q I.E. E. 3 5.55 Q� 4� �� A J - I.E. 3f. 315.10 I O LV. _ J 101 , I _ ` l �I I 1 � oII m -- EX O M. H. - jI EX. G. $. / \ J� I 1 / G� ;J u �f 319.31 RIM. iB°- \ i °' �9i8.S1 RlLR7 - - �.� 'J IyJ S.. E. NW, 5\m 5151fn0 X 8, l D 31 G.:61 I�• I i t _ 324.45 RIM W A iy I 322, 34 III- �TBLE in I. E, E, NE - 315.30, \S j, G.v,... __ W,M T W. M; , W.M. W. 1A, WM, W. M, I F. H, W.v W.M.. F- -- -- _ _ . - UT IL. POLE WI TEL. Ti,y w,vs i 112" S.D, fl l , POWER 912)OP t� 1 } a„ ; rz^ M s2" s.o: �, 12^ a 1 ; IN Q UG -G -"f ' 2„ - 1 ' t 1 :_' 1 _ I i .f' - — -G 7- - �I} ! , p. r , , - �. t. TFL `� JC : N- _-- . - F4.,.+----- G------- - - -__ -_ G- -, __ �______ -____ L - - = ni�_��cTloN �: �- - -- I'- --- --- �`------ 'I� - ° -" +�1- 19:1--- -I`I'- --- � - --- - -- P- -�+'- �-- -- C PED !' LI& i f 2 + a0'- -- +r- ---- Or-- --- -, G -- -' Si:l=aiiNG PSP L -' 1" W.M. DUNTED VAULT -/ - - iSFORMEZ 319 :42 RIM O I I I _ - _. I _ EX, CI3 UTIL. POLE W/ 11 G.70 L.E. G I i 4 p i 3tH,53 RtM DEL. DROP -EX, C B. Ld �, , _9LG178 i;E, 323.91 RIM t Z fi � f A Q � '17 319.02 RIM I 317,Z8 :.I. I.E. D sj D G Q r 0 ff PLAN A�� SCALE III ° _ 40 T ` d ` ` CD� Z" TREX[CH NEAT LINE FOR -PAY. ASPHALT PAVE:AEhf_T PASLII - - ? .NEAT LIRE CUT FOR -Ay Abee LfbtfTT, RE5TORX VVAV. iTfCiAC I ( EXIST. ,A.C. PAVEMlEMT . _ .faT _ +OZ T -I\ I, \x.41 as , ''. NeWPUMP STATIOW SCASDU_LE : - _'NQLZ�17E PAV. S COiNQACTFI7 G! USFIEDROC(C STATI01.l E UA1iOI�IF 11 +Co4:84 A 2 NEW YPE G POWER j MEN7RESTOF�ATIOf+t .15 DIY Em G SEE SITE PLAIJ.(SNE ET Z or IQ, PULL :BOX -NEW TYPE B" \ ti Q _ RADIUS Pi. NE 24TH STREET= ' , _- - NgTtV�1 ATELrtAt _Q "r i�TTK F:uN �RAYSL TELEMETRY PULL .SOBS 1 / ` `F g6t5iEr 134- t}1C��1EER. - L) +00 FOP PROFILE \ \ ., 5TA, 5t68 -NEW TYPENG I PO F_R PULL-SOX -View TYPE "B : -_�__ f -° "e :•;. i -IM ex OAiDUiNCa -BEd GRAV> =L TELEMETRY PULL L3c�X LI�UR�7f5HED t�d5TALL °�'. CI1�pRIPnARY \ ,y \ , DELE-FE -P 2 +09.57 /� t \� \ _SCI EDULE 40 _PVG" CO/iDCii { _ OVER N EAD USER 6/ cn 1� \ `\ WK CTTY TELEMETRY (.FLJKM%S l.t 4 ►�ssraLL 0 - ` PTl,,Ovx -NEw TYPE - -� — -- - -- -`� W M�ollNTEV \\ X�Ai1�TtOlJ � BAC�.FI'LL 1P,1 ST1CI��T_I.A.. -- Qa� O FULLB X5 -,MEV TYPEC °' PSOWER i Z• _ T _ T NSFORMER \� \�\ iREhICN E Q 1 TELEMCTRY.PUtL..S,OX 1 � MOTE: CONTRACTOKIS- ADVISES Ta-EX i I cn 16- UTILITY _EA5C-MEN r THE S1TE 1W AV�CRDANC WITH SECTI ®N 2-1.04\ QOTE: SKC-K) 0E OPERATOR MUST bE 1.5:EW, LOCAL '77 W r - W I OF ?41� SiLt1J�{ j�� SPECI ICATIf�1� J. \ :� NOTED P HS OF %5TIAIG GAS i WA "TES SE#3YIGES ARE STA.Ot4S(PRO iLE� r 4A`::l3TIL1TY t~ASEM €NT �j UMKflO4+N CONTRACT09 SMkLL EIE<LD'VeRIFY J :� 1 �1ID iSENGH scT10t�! J � 1 e5'. VTIL Izy rif15&>9lPi r Let W E i W ELL. - -� �N 21_�el NEAT LIWE. FoR PAY o ` 1 +43.54 EXIST. ASPHALT \ ,� TELE. !: -' - -- -' s- � 1 3440 W WH, TELE. FIC I of E / q ry ` EGREGATE REPLACE ALL s TOP SOIL MATE4R*L5 TRELlCN SECTION 8 Iu P5 , TEKMMAL PO {{PNP�GT EY0N0l_ �I� tif5 I C C• T• I \ !$ ?O Z Ti#E COI+fT a tb I — - __ i / (a NATIVE 6AC1C1-1LL -MATERIAL R1 I O FUfkm INSTALL COFAPLET6 POrnIER Q, w� Z1 r SEE HELL, HOLDER p:TAIL 1 -4 l i_,_ uASL E TELEMETRY G4N'vUIT3 a- - --�1 @ - 300. g' ` FOR STEEi*, IBLOPE.5 W 1 2 + UG E VA R I E5 w e -- z � �-- G - - - - -- ----0 +- G-j--- - ----+� G- _4 S E - _ ° TYPE Iii='! BF_VPk C.-Wj PUA- GRAVEL. J y - A n iir -- i /� �6 �cr U ' i' (MAY SE DELETED BY F- MGMEER ALOQcs _ -- UN , •` `;_ i .' STEEP SLAPE� '\ O �� \ _ W1nW..Q (} E -EXi r71lJG GROUI`ID d tSTRACTGI%_I~E�4�tv15HED t 'IJ5TAL.LED ��/ F 4 R U 1 ZaKGu 2•°x411 y 3 O'I LONG —_j -I_ — �I N. ` ZGO LITIL, POLE - t i 1- I _ Cz�COfialDU17 9SK.V COhIDL1GTQI� Q POWE'iP, DROP COI "I La j -\ "SCHEDULE 4e2 -PVC: CQNPUIT FOR - --- 57A.3ttv6 KlGW TYPE' C" POWEK TREWCH Z 6 ar r I PULL BOX g .ltW TYPE `'g'; 7 d utf CITY 'fELEAAC.TRYYFLIKM151•f: UASTALL TELEMETF,`( FULL BOX__ ,, -*4 RE6AI'� - Z' -a" La14G - sECURE.L.Y• J J - w! � iq °P - ` ` ° ! 2 20 .FAST%tW DOWW PIP E5 TO REMAR W/ 5 GA. ` � VXM (SHA.LL BE IV4V(ALLED �— AT' as eEeaTER� �uNEI� sL�PE IS oy.;ire�. N_ IB - URE.ATER T4.1 N 30'O?o HILL HOLDER DE%AI L TREKICH EXCAVATlQQ > BACKFILL `[S' N.T, S. -- - U5E HILLHOLDER FOR, _ - I �;� - ISO y H f tt�t UNIt+APRi�VEt� ASZEA .MAT ANCHOR. SEE -- -K�; -y - OETAIL THISSHMET i ' JUTE MAT 3TRIP5 Q , FOR ALI.. STEEP OL , i vNpevF.1 -0 ED GROtIAIDSURFACE iY;lS1AL NI6L i�giDt:RS, UTLMATS: HOLD•JOV4t4 El5AP3 IN TH15 SECTIOW AREA SLOPES + I z t cm ! I 5El�REGATE.:AI3D REPLACE- TOP SOIL.:s+IgTFR1.PiLS, NOTES. Hill HOLDERS 5HALL - SE- 1W5TALLED oN I ALL STEEP 1 2" SLOPES A5 SiHOWN ON TWe DRAMMG t AT OTHER SUCIR 150METRIC DE'CAIL. LCCAT1O A5 DIRECTED JUTE MAT EROSIOW PROTECTION E FS THE E?6GIUEER, VARIES VARIES NIT, 5. / - NOTE', JUTE MAT SMALL DE IMSTALLeo Wrrw HILL_WOLnER5. TYPICAL HILL HOLDER INSTALLATION t�4.T S NOTE: CONTRACTOPi SHALL: INSTALL.: HILL HOLDERS WHF-w SLOPE 13 GREATER THAN 30 %,,; NOTE: IF GROUNDWATER 15 E.hIGOUNTERED %W TRENCH 2i1 PVC DRAIIJS SHALd. SG INSTALLED ON 501 CEN7E,R5 I I I - U PROFILE SCALE : i" = 44C HORIZ. Ap,D \1E.RTICAL P/c? 0 i x '\ CUQ46 ,OATA °08:3.5 (lO F ,2 =So.00 v \ uL'7 J W T- 20, 64 .' = 9.4Z / ,l W I .. �-�. °• i GR IG LF GMP /�- - GA51 NG q�p,Y DO1]BD — - --- -- - -- - U N.E. 27th Street l E P . °XISTtF.IS FENGE (TMr%GFA�.'i lJp�Ab vJALJ t = + "G_ULy- .Fp2GC /�� -GVUNT SL.o pE 1 t`ESTG�ATIG�I GOMf=LETE MAC' o too o t'�O 7 K!�Ei✓ ;� S� /✓/.! �/r I+ i'. FENG_ AS- 31Jt:_T FIRE HYpFCA1v T - ASSEMBLY - Jai AiJC�OUTB v►O T O `� \ �RErtO•/ED) � i(IJ��G�T� TEMGRAR`( '-,' CHAIN f�C� �j \\ �� - •.\ LINK, FENCE zooms \_ SITE PLAN i S� -- SCALE i " = 20a kn \ �... L L -7 F �R 4 �3, O Ql as - cows-fWorlow .. .. ... W I lE 27iH 5- FREE-f n br 1� A MIN !. OVER TYPICAL 3 C i -.; + .. .... off: AL �: PRECAST 7.. O PRE. A57 GOt}CF�.. E ... . ............. _ MAN +lC }i:E- .......... EN4 PLATE - ..., ....... ..... ........ - ..,...... .:...... :..:.._.. a... .... ... _ .._.._.. _. .. -.. -. . .- 200 .. ... -.... ..... - -- - —_ - - -- -�Ja ;- .... ....... .....- -..... - ...... ... ....... ... ... .. - PVG - :I- ]SOFopLE.MAIfJ.. - .. , .. : .I : -.. �� __� . .. ui I . . 1.E,: Z2' 195:25 .._. ............ _ . ......._ ....... . ° `I_.E .m' 193 0: u- 1:E. :lee- PUMP STA._C92.$ .......... ...: ... �s ...... ... V 0 F, I :. 9 :L. : 7Z 1 P, R; C. m : .: --- .I W 8 L.F 16' . D.I. S':2.50% � � . Vi VINO ... .... RECORD CONSTRUCTION DFAWMIG S ' CITY 0 F R E N T O N H-01-11Z DEPARTMENT OF PUBLIC WORKS _:_ .... ' .:... �y o MEK ;:... _ Fssr �� NNAL E RUM STpTfO#±I SITE PCB TOf'- S;TA.2150; O' O HAMMOND, COLLIER & VNADE- LI`✓INGSTONE xjj d DRWUSIODIroE� OTrF - FK F�, 3 Z�%. JtD FILE NO o o :. O ;: O:: ...... o .... ASSOCIATES ,INC. a ° °!r _.. :L L DRAwNED�G scALE V' 20 F �u eo ^�5 _ CO 5u I N tnly � ENGINEERS s -INEE - - -. - -- „__ OBSERVATION RECORDS cHECtcED P 7 -for . -. . a NO. REVISION BY APPR. DATE APPROVED � SNE�OF_1L L ENGUGON a SONS iNG BfS,a SCANNED SEP 19 2002 L L -7 F �R 4 �3, S ___ G��- _______ -8 IJT�F{C�fOOP ✓G �- - -i -- - - - - -- _�- __ ---- --- -- - --- EPA._ —_ -- EMAIN 4- RBµ�po� DO p— _. W 27 .3a'E= --�_- . "' B •,oeJCT /G.E /'co iJ 5 AL-T FAVEMeQT - ' pat acv ro-Kc - -__ - - - - -- � VA&IY LcCOT%o - -- n ZI STA T +00 _- '__.__' -� -D-- --- --'__ -o----- _ STA 3+ �.. - ----- -- ---- ---- ---- _- -' _ -FIRE HYDRANT ~ FIRE HYDRANT -- "- - -- - - � SsEM BLY —� ASSEMBLY tU (R�cMOV ED) � Q S n '� 6 GgTl= VglV6 - N -1 �N sa 'o PLAN x ma g a Q ( N v N SCALE : = 20' 3 9 I 7 7 FR 4 34 SCANNED SEP 13 2002 P °F9FG STe��y4 SSroNnl E� nvNEY CREEK PRESSURE ;SEWER & VUATE =R MAIN 2 + 50 TO S"fA. 8+ 00 __ Ci + O i, _ - AOND COLLIER & WADE- LIVINGSTONE 9: ASSOCiATES, INC. CONSULTING - - Q Df;WG. MODIFI ED TDAEFLE FY r� 13- 00 INCLUSION OF CON,JI. OBSERVATIOnI IR ELO°,DS. NO. REVISION 91 APPR. DATE Lu Lu N- w ... - .. .. ... ......:.. 240 w z! 23.0 _: -- — - ..:.. _: _ 230 r a : 3': MIN. :COV EK .:TYP, 220 w .. ........ ........ - .. .:._: 222 Q _ 2 � LLI . �J 1 ...:... _.. _ -. _... _ :: ... - .. :..: ............. .. .... .... 0 PR.O FILE 2 O m Wz ou .... .... p::: i SG A L.E t `DHQ6IZ:._.. .; 1" = 10' VERT N Q p ..... - v1VI ryG ^1/ n RECORD CONSTRUCTION: DRAWING S `` °Fw "` Z NI T O :1 CITY OF n .. .__.._ -__. .____ ____. _.___ ...._...... .- �:ap_..Fj.6 ...._..._...:.. y m DEPARTMENT OF P U B L I C WORKS q. I 7 7 FR 4 34 SCANNED SEP 13 2002 P °F9FG STe��y4 SSroNnl E� nvNEY CREEK PRESSURE ;SEWER & VUATE =R MAIN 2 + 50 TO S"fA. 8+ 00 __ Ci + O i, _ - AOND COLLIER & WADE- LIVINGSTONE 9: ASSOCiATES, INC. CONSULTING - - Q Df;WG. MODIFI ED TDAEFLE FY r� 13- 00 INCLUSION OF CON,JI. OBSERVATIOnI IR ELO°,DS. NO. REVISION 91 APPR. DATE L. M. F, mom. 1984 2850 DESIGNED GATE 1 FILE NO M.K. DRAWN SCALE °20" vV .o CHECKED APPROVED �•n SHEET-.�OF In I 7 7 FR 4 34 SCANNED SEP 13 2002 Li /U 6 / �� FIYzE HYDRANT '� p r O 4VL FflG050N8 SONS "` 81518 SCANNED SEP 13 2002 17 ® 0 m ED MONEFZAM / O / ERA/ A `o Q --�'�� \ ', �PECAWWA C0900)W /G3 °MEAXUDEFLECYI6N W�MINIMUM 'a COVER. �` _ T2ENGFt PgAIN F02 W ATI� 12 Li /U 6 / �� FIYzE HYDRANT '� p r O 4VL FflG050N8 SONS "` 81518 SCANNED SEP 13 2002 17 ® 0 m ED w w� w w! I �II Oj O! w Z J U Q F Q i o. t� - APPROX. LOCATioU UUDER4RUUWD PGWER LIIJE cX. &'-a' REDUCER >: &' G.V. -�, - - -- - - -_ -1'- _ NEW Mo!J/FRAM 7-OP OF BANK _ - - - - - -- -� F. P. \ Pvo� 1 -- F —// E P. POL 9GD PAIR U.C+— T— — _ — T - o T -EX ln'� W— ' — W !GAF CMP CA.SIW — W - - - -r - ` `yN 1Qj� 557". 49 -- �7 WA E. P. I " Fo_ _ � � MAIN - a/ , EX, W.M. I EX.1 12 CULL! EX, C.6. E 3-12 "C1LV. - N.E. 27th Street PLAN bCALE : I"= 20' S � STA ICo +00 R^ 7- A5 Q a1 \\ W \ jO `\ �Xwv��D \\ i w °•� Wyk F iw �TOP OF BANK - - -._. — O >p.,, o.H. NE.W MON./FRAME p, po, to Z J s Q SCANNED SEP 13 2002 RwLL 177 FR 43 6 C4 1 m w v�