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HomeMy WebLinkAboutzS-3953SetC'7 C'7 LO C'7 Cy) 1 1 N N 1 1 ° ° \\ "/ TPH.0 o99210240 ; TPH.g s99210250 I TF)H,0 o99210260 II o 0 0 ° ° 3gg�� 0�00 �p� o33gg21 02710 I r- RATCH OF FENCE I"/SREPAIR--- 1 \ 1 8 N 1 \ \ \ \ \ N89°40'63"W o c\ co O N U) o \, ? M M M ^ 0 �� l 10"M \�7� c0 �p 11 c0 6' \ \ 1,'6• 8"SAOA 8"L 10"0�1^ "M �J 27V - M 3� s o N c0 7 �i / c Lc < < c0 cP O d I 8"M 10"M l \ \\\ \ \\ \\\\ \ o S i j\ 11 1 1\ \ \\\ \ \ 7>1, 0f0"OA I I \I \ \� \` INSTALL 8"X8" VERT. CROSS MJXMJ AT 1( III APPROX. LOCATION OF I \ \ I \ s M� END OF LINE FOR REMOVAL OF POLYPIG I 0 M EXIST. SIDE SEWER i 1 G o f F 116 M �6"M \ f %.:;.' : N 16 N 6"61 PER COR STD. PLAN 300.6. J j I CONNECTION TO �_ 0 2 STORY WOOD r Ig Dik 1QLk, `� "6 '0& 8" CAP AND THRUST BLOCK ON NORTH W BUILDING & ` •',. Lfl _ `I 6 REMAIN L67 S IEND�153. 0' END OF CROSS. 1 i I I BASEMENT - \ M W I I I I I I FFE=15329' IN. ND*153. 8 \ �.d u +,� \ \ FH ASSEMBLY �1 I II INSTALL 3' OFF EOP PER COR STD. �n1 0 W�'I I \ oP PLAN 310.1. FH IN 5'X5' CONC. \ • WI I oP-oT S r=aP-oT - oa='� - SOP-or��� L =oP_4r PAD PER STD. PLAN oP 10 - - - i7; • AT•• 1= SAS - - •GOS = - �•A� -- 1.45 GAS \ AS C/� o G \ `` .. WIR W N89°4 Z f 'W 7 N -V cD 1�6 ...: •: •. ^ :::::::::;:.,'.= �o ^�e, �cR � ,mac° c�0 J i Y D DRAIN = 4" CONC. CULVERT CULVERT i = 173,54 IE E. END=151.11' IE NW. END=15356' IE 4 FL OUT W.=172.69' y10 NO SE. END FOUND 1-INCH pV° PRIVATE WATER SERVICE LINE TO NEW METER LOCATION. /\\ \ �Gig�sg71g �� CITY TO RELOCATE i EXIST. METER FROM TALBOT RD. S. Q �U&M, AFTER RECONSTRUCTION OF HOUSE. \\ 6BFNC FF GAS - GAS GAS \ \� 138' - 8" DI W �I 15' WATER UTILITY EASEMENT 9' Tpm-94o5775004100 � \ 40 • 20 40 :• _A I I TPN o 0 o 99210300 Tpm o s s 99210310 12" CUP CULVERT TpII V o 0 o 99210330 lE SE. END=199.25' I W/ TRASH RACK 6 "0' O 10�OA' 6"OA 10"OA I i 6"OAl2'OA �� 1000.00' Sr208 06' / \\ 30 8"OA 1-INCH i - e 7��-1- ] Z 6FNC. _\_ _ OA 1070A g NEW WATER SERVICE FOR 3112 TALBOT RD. S. RECONNECT 0790 ��' O77 796, r'° c'° -0 o o o A11q 29 8"OA 8"OA 12"O 12"DA 14"OA \ \ �0 O 9 N \ N N \co 1\ " A BOA PRIVATE WATER SERVICE LINE TO NEW METER LOCATION. 4Z1' &:0A OA 8"OAl 6"QA \ \ cv \ \ \ I \ I 20FOT °2 \ 1 CITY TO RELOCATE EXIST. METER FROM TALBOT RD. S. 8"oA I 0�"oA \ \ \ \\ \ \ ` \ 026"CO AFTER COMPLETION OF NEW MAIN. 0 1�8"oA 1 \ '1,2 � A A6 2©0 2p0 d �8"OA \ _ 08"OA(" I \\ \ 8" , 'g 1 14 If 36M \ 12"M o �" �/ �i 11 1 0\ 1 O0C�1 �16COT �BA� PM \202.a 1 \ �1 06A 12� ACAS y �\i o `r ! t�J) 10 A /. o (0 �s" ` 1 ` \ I TI�AC,�II�' G✓ P� W N iJ \ 4 . . w w w 0"OA \ 1 I O 10"C ��n 8 M�° o cc'100' 870A I �r m O v I c' O ACA`.;1• w w l� / \ `r, x 2 STORY WOOD CONNECT EXIST. HOUSE \\\ " s M �I °ts N N I TYPE 2 WETLAND I BUILDING 1 SANITARY SEWER 8"M 6 M a �° ` 208M I M TO NEW SSCO-3, CONTRACTOR TO w / "8 M o8 A� M A�A3 w w w w w `p - __0�✓28 M oT ._crr VERIFY EXIST. SANITARY SERVICE DEPTH 6", s M \ \ w w w "' 6aM \ N fO M .- PRIOR TO CONSTRUCTION. � - -AC - GAS GA 38"C S .GAS . ' � 1 L vn �-�� AS UA 4.76 /o " 20 1fi"C SS f0 VA ;,�•. \ <: s"o i b: A - 1 ' d' <J J � 0 4� O \ 3 I 30"M o O 4 f0' 2- O c0 � � N `O : OA 8"OA 12"A o � Q 6 6� cl' 6.5BFNi� \ 1 N HWFNC 6 - 1 18 989.81' a� T--BAR POSTS 0 4 � 186 I CO-3 D px 1 I CO-2 RE=181.3 I 1 � RE=174.3 � � � IE=177.2 IE=170.2 J z G� a II °92 °�a °�a °�a BUILDING we, Q �°°' II �°°� �°� �°& �°�111�\1 BUILDING ���� o�� co L I I o II II ��� i ����o i �� i � �I i I O'�Oo � �ge0 I' �'� �Oo �� IWO q I \� O O II CO-1 =:$�� 1 1 I IP RE=173.6 `a 6°04 PoM 174.5s IE=167.4 6 PVC lE 170. (N) \ 12' CMP lE 170. 14 (E) P � 12"PLUM 1z_auP lE 1ra s (slh 27 LF 6" SS FH - - - - Y ' CONNECT TO EXIST N s7 .59 13 50 4 8-INCH SS COR STD. PLAN 406.1 �. 32ND PL. IE = 166.7+/- -i/� � u a a �CB 8232 - RIM = 188 62' - 4pm -68992102 o 0 O 1 M. vivo, error- 1. -0.v A / / ( _ 1j�6.71 / CONNECT TO EXIST. 8" DI W/ 7 o Pv l E.�. /OUT W 1-8"x8" WET TAP AND TAPPING / / _ _ _ _ _ _ lE CTR. CH L.= 177.10' GATE VALVE, PER COR STD. % SSMH 7535 PLAN 300.1 RIM = 17320' CB 6003 I 1-THRUST BLOCK IE 8'PVC. IN E.=166.28' 1 RIM 72.91 IE 6 PVC. IN NW.=166.75' 1 I IE 8"P C. OUT s=166.06' 8" CMPIE 'CPP I1 68 39(NW) W)1 12) (n I I CB 7608 RIM = 99.15' lE 12"CONC IN N.=94.39' I lE 12"CONC IN E.=94.23' IE 12"CONC OUT W.=94.15' 12"CONC CULVERT I IE E. END=94.88' CB 7610 RIM = 98.94' I IE 12"CONC IN E.=93.21' 12"CONC CULVERT IE 12"CP OUT N.=9339' IE N. END=96.45' (OUT IS HIGHER) �^ I IE S. END=96.81' 0 I 8"CMP. CULVERT u1 IE N. END=98.00' IIE S. END=9&28' (BY CITY FORCES) I CUT AND CAP 2 EXIST. SERVICE \ LINES AT THE MAIN. STREET RESTORATION PER COR g STD. PLAN H032.1 oi' �� ` \ TPH. . W �o > O W 12' EASEMENT W FOR ROADWAY. THE N. LINE ♦A OF THE S 106' 1 V / REC. N .3669076 ► W GAS - GAS °P-O GAS Z m co `N-N- 0 a• �0 1 \ SSMH 7577 r ' \ RIM = 186.71' \ 8"PVC IN E. & OUT W. IE CTR. CHNL. = 177.10' C� C GAS N \ RIM = 172.8 IE = 170.36 (12" DI, S) APPROX. LOCATION EX. WATER 18 r_ 17 m D 17 O Z 16 CONNECT TO EXIST (`') M � cIt(.0( _ 00 p+ N II II II EXISTING GROUND @ Q II Q (U) II II PVI STA: 0+64.46 U) 00 w 00 Cc w ELEV=173.81 w K=8.84 =15.00 (.0 't (fl LO M (O M 00 (O M - M LO I- I- r_ CD 11 CD II W W Q Q MIN. DEPTH 3' J H I J IIE 12"CMP IN E.=184.93' IE 12"CMP OUT W.=184.76' lE 8"PVC IN N.=185.15' FINISHED GROUND @ cL EP: 2+06.35 180 U U m W -�- 0 118' - 8" DI W CO-2 RE=174.3 E=170.2 CO-1 RE=173.6 103 LF 6" SS @ 2.69% I E=167.4 8-I114CH SS 0+00 0+50 1 +00 1 +50 2+ 6 27 LF 6" SS @ 2.69% SCALE: 1" = 40' HORIZ. 1 " = 10' VERT. PROFILE - A 1 PER CITY COMMENTS JJJ 8/15/17 JJJ SURVEYED: SURVEYED 2 PER CITY COMMENTS JJJ 11/14/17 JJJ I DESIGNED: I JJJ j DRAWN: JJJ w CHECKED: ,az, NO. REVISION BY DATE APPR APPROVED: J 11 SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 175 170 165 1 TG 1 LJ 41' C) C) 1 co a J EXISTING PRIVATE SEPTIC SYSTEM FOR 3112 TALBOT ROAD S. SHALL BE ABANDONED IN ACCORDANCE WITH KING COUNTY DEPARTMENT OF HEALTH REGULATIONS AND CITY OF RENTON MUNICIPAL CODE. NOTES; 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS SHALL BE PER COR STD. PLANS 330.2 AND 330.3. 2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED -JOINT RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL AND CONCRETE BLOCKING. 3. FILL AND COMPACT ALL FILL AREAS TO FINISHED SUBGRADE EXCAVATION FOR INSTALLATION OF NEW WATER MAINS. N',, ' CITY OF RENTON P"R Nkalv Planning/Building/Public Works Dept. Know what's below. call before you dig. S-395301 W-395301 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS J DEVELOPMENT ENGINEERING 4 �' WASTEWATER UTILITY A ' N~ L.L B. Bannwarth 06/12/2018 dchristen 06/12/2018 p WATER UTILITY +. LLJ Abdoul Gafour 06/19/2018 � VALLEY VUE SHORT PLAT DAT8/15/2017 i RAD HOLDINGS LLC FIELDBOOK: B 0 0 K I j PAGE' PAGE J DRAWING NO: J SANITARY SEWER AND WATER C5 PLAN AND PROFILE SHEET: 5 OF: Q CY) CO Ublity Spedflcabons Ubllty Sped flcabons LO � /•� A.J A M� F• - W (SEE NOTE 7) LIMITS OF PIPE ZONE _CIL 1" MAN ! —11I 0jnNH AS N�Lsop 1 ........ YHA"i�.E RCCs 7rpE q 3.8CA NG ,y i j. 0 :pis „ Ip Ic 2?VD' VLP.TICAL stADs �~ VF S t L —�,, a h raga Water U1111tir Notes and Specificatlonffi shall ll hs designed far a mn minimum water Operating prmuof 200 pat. Gabe valves shell be Claw List 14, Mueller Company N0, A2390 or M & H. co f o" Ir am amiss J^ rXnsT14F LWec -'�'-7 E „ r 2-41RN3L;71CLE6"1,,f�','' G� '••`,• J I t�lr ; Ar' I S; X a THESE NOTES SHALL MP6+1R ON PRW ECTS FOR THE WATER 1lTIL[iY, L. All work mstanfel !hell ha In cantormence with the standards and a Iftrxt➢rs of ills pec 4. Piro hydrants anal! be Corey typo (opening with the pressure) or compre+lybn �rpa ri'I Against (� D Da pressure) Jxnfblmtnp to AWWA C-502-H with a S inch mechanical N N ELIDING MATERIAL FOR �ErAER MAIN TEE % D' TEE I r mP , J , J,Aw B INS A P r rH�E�D a r-� � 7 � I � I � City d Renton Pleminp/Bulldlnp/PutJ Works Department and the latest aditlon d the WSOOTjAPWA Standards joint inlet and a mein valve opening (MM.O.) d 5-V4 Inch, twD 2-1/2 Inch hose noshes with National Standard Threats 7-L/2 threads irxh and arse 4 Inch pumper nerd! Pr P P! 1 SANITARY SEMIEi9 PIPE FSEE NOTE 5) a.0. OF PIPE ' cis eLAtic -s 11' ' ANo xDle I EaNRAPPiD AIIQUEa 7m nv 61LID LXTE 1111 SHIP TBP DI j , . ,^ Src I_, raj t 2d and S tb A< pldfica ns, Approved and mcdlf{ad by the sty of Renton In the Renton standard Plans & Speciflcaton@, A set of *proved plans shall be kept tmee during with the new Seattle Pattern 5 thrJe� per Inch, 60 degrees V. Threads: Outside Hydralrte shell have a L-1 diameter of male thread 4.875 and root dlemetar 4,6263. 14 misLsp p•fa,f AI 7° L3ALVANI$EC P•Pa:. - _ on Hrite at all construction, FOUNnATit]N LEVEL � j J 2"AIN '•"' 4NC 2" '.A*: '+ACNE 1'IF,HSHEC CR.A'3r ELEViA11014 rr w c•' sea ';" , +J; ze < 2 The hours of work In the street of way shall W limited to 9:30 AM to 3:30 PM on inch pentepan opentlr� nut opened by turning counter clockwise (left), 6'I rXne SURFACE CLENIOIIT NTH CAsr INCH RING AMC GOVM WDIF"`` pR FO 00367502 OR (E AST J PROVED AF'PR4�C ESNAI, HREDFr 7ENEA' DA uD), : :,': "y ., W :t,Av 1 ��',• :'�;v?r��.,;rj,�,;.s z ;, 12" sc9 I " ` t J: e ` right weekdsye unless ottWeriATlee approved In wAtng by the Public yVarka Department et (4,7.5) 490.7901. The POI1oa Depertrlt•rrt, Fire Daper4Tlant, 4L1 be 24 10. The in 2-1/2 Inch hose deeded shall be flitted with cast Iron threaded cap@ with operating nut of the tole sea n and Ions ae the rant stem nut, Ca shall Pe 9 4 Pry Fa pQ Sall. TNAN 40:.1 FCII 6aTALLALtl41j 40 1 PA ALLA F -4a R,IN] F�.H9' INSTALL Z" REMOVAL � pTr_,1 FT�uovRL of �e'_r�I� ,+ . i' ; R -INSIDE RA^It5 C' S° AL'AtLE R:C SEN^. ; and shall natll9ld hours in advance d any work In the right of way, be Nttsd wWi sultab� r>ao na @kale for positive water tightness under fast pro Da p� D SE=ING FOR SANITARY SEWER PIPE b 3 FT vlr, CO'dEIN e''- .) ,.^•�F_HVJR ADD 'AMR ; A FT Vltl. :OVER t' 2- +1•J- U'AM=TER 4H0 "VIPs,` . 4 C `'••:iv,_ + it 3. All location deldding utllion shown are apprWrinste and it shell be the contractor's Proeeuree, JSJ 7-mmu cLCAN-0lT XW.Tm1 Iws A PU, a APPMVED � Asa SAS � -a f ^ "✓ ,•. i r,•'" NEW 'RATER WAIN P^LVF�C •' C f I " + ^ �' ��-." f - " ;, !e,% RX t RCDs � ` 3 (rrP> R .� ` ' _` a� responsibility to verify the true and correct locatlon to as to said damage or dsbrroana, Far uttlty locates call 48-hour loafers SO424.5555. 4, An approved Traffic Control Pia n Is required to be Nub milted at the PrrOonstrud on 11. The 4 Inch pumper nozzle shall be fitted with a Store adapter', 4 Inch Settle Thread x 5 inch Soon. 5torz adapter shell be forged and/or extrLdad 5051•T5 eduminum alloy, hordCbat anadhld, Thraided and portion shell have no lugs and br1O set screws LBO degrees !part. Star= face to be metal, no gooket to weather. Stara cep to have 1 TroTURe .' E SEWER r i ^• �`r` + meebnq, synthetic molded rubber gasket, and shall be othedhBd to hydrant adopter with 1/6 InJ meted, stainless steel, aircraft cable, 1. PRONCE UNIFORM MYPPORT UNDER BARREL. r REAcR s uB rxa'xr m� ti+v� � 41, �� �� � j S. Datum far VartlaRl Control shell be North American VR+rtkal Datum 1988 Meters, arts for Z HAND TAMP UNDER HAUNCIIEL a. &WPAM 8MDING MATERIAL TO I J6 MAX• DENSITY rocit'T DIRECTLY &ism MN on R r IN S 2 "URNBUE<�"3 TYPE A TH4EAD e �� ��y Horizontal Control andl be North Amer(an Datum 1901991 Meters unless Otherwise approYed by the aty of Renton Public Works Department Reference benchmark end deVatom 12. Fire hydrants tell be painted with two costs of paint, Preservatla paint number *3- 655 Safety yellow or approved aqusl. W40 PIPE, NAND TAMP ONLY, t tAaLF eaDJApLBE:�D9'�: ftiGfl CgltaECT:o«sic F�osnNc se'AAa uuu C,t?cS } \ we noted an the plans, 13. Pumper mMeetlon to face roadway assembly, A PIPE HNIRTALMAWIF SFIICWWALL 9E PER SF7CANi 7-06 OF THE A N'ROFIID MAY MAN - CUT N A NEW P10'WE' V5Na •STRCFe-eAf1f' FIE>aEAJ CDIR'LINOS FERNCO DR APPROVED EQUAL). ( ° ` B. All pipe i@ be cement shed ductile Iron pipe ing to AWWAC110 STAA1pA17o M'OOIFICArtw6. L ns17tElE MNN - CUT M A NID1 PUO •TEE' UsnO'+sTRDr4truar FLEkIEL1 COJPMHCS (FERNCO OR APPROVED EOUALl. C. PVG A Gies PI WIN - M Tes JRa1 Oes.. CUT N USM ODD COJPR COpRLLEO NTH A ROIJ eADDLE ;i. ' d ' < '� C111 or l i and Ciii or lahnk revision, thickness Claw 52. COrTlrit ngrtar Ilnlflg and sae! Cri/tng wtor I shall conform toAWWA Ci04 or Want nevialon. Pipe joke sto be PLAh-W or nhechenleal 14. lire hydrsinto shell be Installed per City of Renton Standard Do Ill far firs hydrants, latest revision. J a PIPE �WNF MATERIAL SHALL 0E PEA SES-Wst!(a)' OF TFE eTANaAJiD SPiGACATdIE DR PEA A alA44l (OR AFPW%VED EQUAL � ,� ° ; < '{ joint.Bedding to be CloseC. All ductile Iron and fittings shall tm polyethylene a. PIPE VVET 9E ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LICE iS MAINTAINED. D. 41NTaN ROh RAIN -CORE-DRNLFp WITH A eDMAC SgaYl< {oA A1lROYJ D EQJ E- IAATNOIE CONNCC11Cf4 -ALL 4yVS TC ANHDLEA NAIAIL 9E AT NRNUFACTIaIf:TJ N110a-•OUTS QR 7R9 STRUCRJRE y� < L f � 1 < � y'� pipe wrapped per ANSWAWWA Ci05/A21.5.93 Standards, 15. All waterrmIns 1D inches and smallr to maintain a minimum com of 3E Inches below finish grads. All walarmeln 12 Inches and !angle shall h! ate minimum of 4B irx�ls ENAu"� � 7. Gut Iron and ducth Iron fittingsshell be cement lined, pressure rated as rated on below finish grade, Where utility conflicts occur, watermalm we to be lowered to deer. I— �y L.L 7, TRPNLII iEDTH "ALL BE PER waroN 2-O9.4 or via STANpARO SPEC1FiCArONS. f '� H? < ak a5' IE I3 4L` a�NDs L CD R < L < d < ° s plane, and In accordance with ANS:/AWWA C110/A21.10.87. Csmm* lining shall be In somrdence with ANSI/AWWA CIK421/4.90, 0' ffltngs ere 3 to 12 lnehea in dkmter and have mechanical Joints, the fitbnps shell In accordance with either ANSII/AWWA C110•A21.10•S7 orANWAWWA CILVA21.53.94. Thra (3) Inch to 12 inch clandsr fUngs, which have mechanical Joints and/or flanged joints, shell be In accordance with its. All watermelne, 5 Inches and larger 1n dtametar ehdl be dearad with pupa cleaning "IJJJJ prior to dlainfeetian. The "Po P h• pig!" fhdl be t3Fsrd IndLsbim Aqua SIR,eh-A5 or approved equal, 2 lb/cu. ft. denofty foom With �A durometer urethane rather Beetling an #n rear of "PIG" ➢n W' 3r F VERTICAL JC55 CR FG1Yf'I%�IN� ATl .; AWWACLLO/A2L.L0.97arecombinatanofAN AWWAC11 A21.10.87and ItlRILIgITAL .,12F ,^,� kE:-IM "KTI B4L1 SE THE RAMS AS 9121 dr VAIN AT ,'EF-CAL ONEBE (NJ M P_; �3 W � � vs � z o " �� ,c r , ' '� � � ANWAWWA C153/A21,53-94 such that the portion of the fttNng with a mechanical 17 «PICA«shell be cylinder shaped With bullet nose or square end, Theis contractor MAI /1 <J i r sp,ER �E yYY "4E RUhO f1AND'c CN !CP CP f,aCra iv'•1 R" "tP k 2' ItV�CW1VY EMY:�;'F p,SEFJB." R'V�Nt N.C'A-CF° ASwmJ op mr+LL i' Pun kYEW RLvSvA_ Cr C.r,1'UNG "56_Y-PVC•; �� '� o lyi a t q c i 0• y �I Jcint(a} may be with ANSUAVYWA C153/A21.53-94 and that porCbn of the fitting with perform fhe cloning operation. r IPL YR N C0u RRffi L INn w a r k.Nf BUNT FLANBE ON Bit-0 GA' Cif 4 3YE PL ry • 11J ON EI,T, F CHdS£ + 77C �5 y/° 29 r fiangad joint(a) shall be in mcmrdana with AWWA C11C/A21,1D'07. Accopmrha tEsting In accordance with section 53.59 of ANSClAW4yA section 1'D-1'.3 Of ANSI/AWWA 18. All wetennelrts and services shall be preseure Ceded to a minIn m of 200 pal W ISO pal W ,S CR TEE u I+AIN Ic,rn'eN ,e A}O b• nP1CB_e' ,R Nam; UNLESS .,7N,".RTrR RLf..,N•NC AL'- i189 lS AND 1%0, 00S Si.L'. 0 R_`4T,k0 MOV SUI Gt VEtnt& C40S5 BEFORE 7ISINM.124 or Nut 'Pell MANthe < +� 1 "{' A � g � CS101A21. LD$7 pill b� obtained by the 1,prlira:tor eels tranemtttad (n the owner, over operatoq pressure, n larrordana wits the specifications of She Cty of Renton end Wafhington State Health Daperbrient All pmours testing shell be don! In the 0OesIN1R1 51-IC1Ia4 ON PUN, SIf1G EENER 5 MA E A w R� COVEN Ar PI ARN uNK QR A LEANER OMAN 74 LOWSF HWU ELEVAM14 MHI M LOAM � $. G'erte valves shall be Iron body, bronsed-mounted double disc with bronze weaglnq presence of a representatNle of the City of Renton. The quantity of water lad from the 7- YPt E1. seise and 0•Ang stwil1ng box (AWWA C50D) or of reeilbnt seated gets {A1VwA C509}. mein shell not excaoed the number of gallons per hour as Igtad In City d Raritan r �j PUBLIC WORKS 7� DEPARTMENT PIPE BEDDING FOR 5ANITARY SEWERS 5TO.PLAN -405 ,� PUBLIC WORKS *R DEPARTMENT STANDARD SIJSEWNER INSTALLATION $To, PLAN - 408a i. n, i• y P 13LT0 CR?�£ y i (JCtt.f iLF::`f POLY PIO STAY1t7N FOR CL�/�NING OF aTA. CLAN - sOD.e WATEht MA1NS i,j�\� pUBLIO 116RK_ 0•`! U�PAI TMEN': ZONCRETE BLC���cIN� FOR VERTICAL 31v, P[JiJ7 930.3 FITTINGS O Zt.EA W aAn' (SEWER MAIN TO PROPERTY LINER4 £IAROti 201C HARM 2DI-0 J J i Utility Spedflcabons Standard Plans & SpldNcltlons 7-11,9jil). The lose In pnwun shall not erected 5 Pell Utility Spedflcations Sanitery Sewer Notes and Speciftatlons a ' 1 r - ^RE HY63ANSJ BE COREY-TYPE EQUAL TO C1YA F-aD 1'DR OLWMMION TYPE SUCH AS C-M NII JJOM V a H 970. VUEL-0 SrB' IEOH M.-ER OEMTJ 2N, AWATERI FADER IXTFNIOA. FC JOAt TL.'7 SITH Lun B_ /4" YAA VALVE CPJIk& 'IMJ 2-1/1' lisle" P'.AfTC KM B0% EQUAL ro YID -STATES PLARTS4, 'VO.,OOF GMES M3W 1324-Ie NTH 1.W THICK ➢UOTRE Ott 14" 77M MANION PLATS COM EQUAL TIC lab— rAIN PLAN'ICS, W. ASC90-HDRhR e7i MURMUR LID AND r DRIUAD 10.1 '*�+ ^� 4 D tl _ - _ , ^GE CONNECTIONS CI-Y O NASAL S-AA'JS W TFHA STO 4' PUNTER OVNECTI011 ClY M' SEATRE IHREAD9 INiF A STOR2 ADA°TOR, FOR 7000IRM PIT lC IEEE DETAIL MA} y V LMINPRBVED RICH OF Wi 7 during the 2 hour test garbs. 'THESE NOTES APPEAR PRO)EC'I'S FOR THE WAST11WAIM UTILIiY. 3E]YC 22-1/2' BEN] �,!' BEN] 4ITS' BEAT"E 74READ 11 a" STORT., AT•AOIm 07F 1/a" MANLOVE 973L MILE, 1-1/4' PENTAOM CL30ATNO NU", F..M .H"DRANT "D r 1M+ N)STU:. MfJJJ tax A- J PROPERTY LN WTF 12" 19.A1 Watennalro and asrwaw shell be dblrlf'actlTd by the InjHN11Dn of a li0 ppm (minimum SHALL ON tE3TIN: > ''AIL t BE T ka. 1aD ''aD TIM AG OF PUNT. , SA-E �ROWE/OW ON VATVE PApT AB. STaD-JIa3 OTM AglrLl". LASE, SA-ETY YELLOW DR APPROVED EgL:+LL. PJM-ER OOAVECTIOA TO "ALE ROADWAY OR AS DIRE:TED SY R]PT'.MN FEE CO MT ON-. FIRE 4YCRAAT EXTENSION TO BE LSED F RE'QUIRED. 'J:N7 COPPER TRIP LYE, HT, 57CYN'-IC �k3H r- _ Dry Hypochbrlte shall NOT b e placed in concentration) d11or1ne/water solution. D Calcium the pipe a@ laid, Chlorlrle gull be matreclAnjected in accordance with Section 7- 11.3(12)E or 7-iL.3(12)F ofthe Standard Specifcations rearanced above . 1. All work and work material shall be In conformance with the standards and Lana 'Y""'"'o d the City d14Nhion Plenning/BuldlnVID&C Worlds DaparbTsnt silk! the lotted etlition of the WSDOT/AMA Standards end Spoctrtcetans, as approved and modified by the s CAP *9W MV. le TO 2e, Ber"SAM of TOLNREAD ,YATEi I "'-� u© i -Rf ~'r PP��NE vIA N I, I 20. A pea-mnstructon mnibrerae Is roqulnd prbr to any mnstruesbn. A minimum of flueshell days for City of Renton In the Renton Standard Plans &Sped efons. Asatofapprovedplus be (Dept on uslte at all qmn during constructionDI' J� BEND 1140:BI OJ "IND AREA N SJ FIXT (R.T. NOTIA FDI NORt011TAL AAB DORM4RRB VORTICAL IND% RYJR3 R1R 12" E!EHIND BAOK CF(5) T 23EWALK THAT �S ADJACENT M GAS 4147e t d' SmORI TAID-PIECE CAST AM VALVE BOX W -H LUD rY T`PE •K' 90FT GTEE y� TUW190 6 27-'n' working nptlCe S raqulred Bchedulr�i.2. rnlr ( ) req prior to ftertlrHg new eonsbdlctien 21.7we lhur 24 hours notice will be required The noun Of work In d'Ie sleet right of way shell be per City apeelltratlons an weekdays unless otherwise approved in wAtnQ by the Plannirlg/BIulldlr�/Publlo VYDrkE Department, 3'tS'.1 THICK CONCRETE PAO AROUND TYPE COVER, EOJAL to CLYVPKI FOADRY Co, An approved traffic mntral plan mist be 0btalred prior W beginning any work within // '� y 1'E411CA.. CTp3$•',MJx :! FOR POLYpICfCIY{i TICL iris SILT BA Ca4PAG' $NNC Da1PAGT 1M7 a CA4±AL RO 4a B II] I. I 17 4B' BeIC BD 47' 1N7O I 'IT VB TOO ICE wP 7! PJAI n ' SO,3 TEE GAS GN P LD:1 21 I ' BEND a BAR O t. !t u l 4YVWT. PI SF TO MATCH SIDEWALK STANDARD a' r9P HS ION OTH R-M IJVR BASE E1PAA3 OMON.V OIk7 A7 SEC'1QR LENOTH TO R-. VALVE NJT EK-ENSI0IV BACK CF 'SDEW+LL% AS RECLINED. I AEN DJOIILE IRON WA-7RLAIN F BERVCE LINE 'O F'DUSE 'S d/4" DR 22. B shall be the cunt actoes responsibility to secure all nelaessaTV permits; prior to starting construction, Public ,y,ht Of P ry ' A-51'MIN. rE (�VAL11a E-3•_INO ej kA 3.". CN -6P :7TH '$ TAP AHD 2' =JJG T4PPINC DA"E VALVd {FL x'+J' '•yPQRAQ'' P ,.G tiN� 1 J,1 ill+ -.NCH T41 i--R:ING P'•!A\3:' •".!� P0�'TGN A4D LCVJ- P +.53ENi,� 1- tL10((U.! +41H ^. "TRF et 2" FIOh-�-^ + yy.. YORE— B ]EWALK R4V'ElE7 PAVEYEAT MARICE.1 T"P! HD -A OR PLAiVTINO STHaP MAIMN -E MENT AY ILEA 1PE 85 A TO 3E INSTALLED IN THE FLTJRE pALVMILS IN IDes CIA-13 OS ,lL PIPt p-Jp I OOYPF4'.8910N A-13 at S. 2.;. installation d corporate atipf, water services, IIna9 and meter@ Shall riot be done until dl me timn d � 3. All laal'Iane d ehdadnp UL11itlaa shown are approeclmata and it anal! be the cWrb'actor'e respnnslbllty W verify the true and arrest location so as m avob damage or s .NC• CCNaRE'E BLDGk NC ?EMF7RARY BLC:K ! '- U.C. jam 1D R701 nuAE a rAce a ,m.. molars ODnstnn'ti n rm1 and D + pP� a � �. IsY�t disturAnce, 4R V 11NC„WIm GM W TIP!" PRERMC 3-0Nil. OBVER FGI YANTOIIMN l:.Ta IiAN 'A', 4�7' YN, CIAAR FOR NATETNNN T2" BA O1FAIEL Da" MIN OF WAS VAIN TO P47VIDE 11J IN COPPER have lessen IT1e11e W the sty d Renton. VAR. IaOFT OF T11NST 9LDof PIj . 93 . OGP�1 z rIO1CF TIRIuvr ILM COVER i'. coAJxtETE ELDCOND '�+ SERVITv WE -0 MESA, 24. All existing mains I@ be pushed by she City of Renton, except wet 4, A pre -construction Canforana and a 24 hour notice shell be required prior to aheriing new eon�uction. It shall be the mrib ctoes nsporWbllTty bD mmre sll necesflry NIIL H:RR4T tF P'; . a% arc 4• I.B' ' O BDrPaAIM stay %J NAL. VALVE. I= Poo YaHT1-laYr�µa: ai s, which m y mad taps, whllfl maybe made by Approved wet top mntraClt7R with prior approval from file v et ti pVrnb prior to starting construction. C: no will be accomplished by a a Je CONCiETE 5 , : ,,e`t' l•RJST BLOCS ^ S,T MAIN JNE TEE. WITF• S' -LAAOE BIDE Ou-LEr. e DATE VA_VE {FL K MJi AWWA ^-BOO, 41EML ENT BEAT a" DUCTILE IJ PIPE, CLASS A2 CEMEN- LINED, LENGTH TC FIT APEvs rrREAD tool. WI:A rDN w as w)EaaEn: 1-B-zAm-z ((D�4A Fa1O0D-A-CZ L1i AY YCOOVALA 47DI9 EgIN INLET AVD OUTIE' Wes. qu1Gt J-VAT, ?ACLOCN W VGB GN (I Pa rm-4-qN DR AV MMMALO 41r0 IA.ET ANGLE TALL VA.VE AND MIJ l}Eo4 VALV_ aA CUTLET. R.I. Ii7TIND8 aHA.L SE irN CUM MN-, Putft works Department All ner�ssary emvsbw end material@ are to be supplied by the contractor and be On-aie prior t0 City ro M ostims. 25. Dispedim will be accomplished by a repr'awritative of the City of Renton. It shell be replesentatve of the City of Raitori.) :t ahall be the contrackor'a respondbllRy, to no* the Public Works Impactor 24 hones In advance of backfllmg al consrucica S. Contractor Is NaI aT mspOrlilbh lbr' the means, matlods. and nquer10w of �1struct16n F NA. nmkEann nnAI. , ` s-3/4' DDR- 111 STEEL nE RODS. NOTE: the Cor►trsctorb responsibility to notify Development servlLNe twenty lfour (24) hours in and for the safety of workers and others on the combuctlon site. tj - , I is, R a' P 4' Vk.NUM -1 I h� YARD OF 1-1/4' WASHED DRAM ROCK DORI OEM VO _A30VE ALL IMIJ BOGS WB'A'-.ED WITHIN MNOMFE OR PAVED DR'V-W-2 SHAL'_ 3_ OAS--AON EQUAL M OL-d% FOIR'DMY. E%PM90N 4ONT9 YUB+ n Na'N:.E7 24 advara of backilling oil Construction. The Contractor, as wall as the im2lr mm shall w-built drdWl Ir OWT F-AMM PLACE A YIL HLM JNDER HYORMT 30LYETHY-EINE FILM AROUND TOP AID &DES OF MTN a03 OF NETS III & It shall be ths nWomWblllty of the Contractor to ol�ln Street as end env DSNr roleted to any construction. -i I r,`I Nr,': p.i YiA"ER LNNr TII-i` /j GRAVEL. HYDRANT ASSEM?LY 25. Contractor to provide plugs and temporary blow-0 aeeemblfJle For testing and purity acceptance prior to final tie-in. permits tiler 7. Plan approved by the aty of Renton, Pudic Works Department shall take precedence J^ /� ` A.F TER Al ."LEAHA.O BY 'OLIPIC. PRE45U7" III AAC 0I311,1M 'MON, REMOVE T•AaNPERA' BLOOM A 3.CN'-�== � �Da-s mSs OF �HA1Rm FIRE LEVEL ALL 'JRfI' 1V0 LEY=L AIL- fiR01610 MIX 5' RFDIJS M N J' iAO1JS A —A DRL. 2" DIA, HOLE F7R WR (AU O'JA�C METER READ; ADJCFiEAJ 7L41"„E J_ _ E-I12' MIN, FROM NEA33T AN] �S017 E:CE OF P.T LO 27.A11 JOlnt radrslntaystema (shackle rods, nuts, bdta etc,) shall be as menufacturod by the Stir Manufacturing Company of Columbus Chic, or equal, Approved in WrltlrTq by the Public Works Deportment. overallafMrpsns B, A of trees a ant must be on the job ft whenever constnutlon is in � PP�� I� J� p��@. RAG CCNN2C•" TC vALV! '4:iH 71. IUI ()Ao; A C.I• SPOJA kINAL .CNNOd1'CN Oy err FOICE3 �u CNE NM ROCK r 29. pWing Shall be vewcJt tom minimum de oftwo 2 and concrete street depth () 9, The contractor shah provide the, icy of Renton with an urbullt drawing of the w its � �I+T g rY 1. .CCACCh GR S.CDHN3 SOD PRE IAIOER THAN 1ltiAYRER AR7 RGN BOIL rT7 —}"' Inches, Inches, 01 met strew may be !palls out, All surface concrete, pevemerTt, ddewalls, Bawer system, has been Ramped by licensed AO'EE ^aH.A'. Tt SHOO 'JIFFEPQIT 1a4E1 WIGMI W4A1 BE DETEIVNEC er TIME WDNEOI. 1 T"il curb utters, and drIvelorw a roaches shall be wwcut to a minimum of two D rlv+n approaches dep� �) which and signed a Wofassonal engirleaer iarlTesd M 30J 4 NL IRON. L N1 O' MO4 M1R TAPTANC "ISnA EaOxv-CCA'CC sREL Bo.iS AHE NL"s tl4AL OE CCh-TEN. ALL 'tEE ARC vALYi3 SNRLL BE 'A'A•E4 xBTeD 6iyC>:r Tap !. ALL slDacN 'J•ALL z PCURm IN R4x ADNIRB' uNBIBn1R1n IRAf VE OIRBW. a � RI! * w Inches or To moved to ■n existexpansion joint. Or professional surveyor. 2 NC `NJ GM 92: TAPS ON OA -IM 1 AMP NNF3, TAP C.4AU, 3E AT LI ' 'VA;,,E4 O AHEM Tr AN It CV. S" Kie VAN, .1 N: '4'E' "AP 0J` ASBts,�5 CEYM7 LM,E 'N SEERL LNE 3. ALL Pkl6D Ni1R- EIJ SJ ME iA7(FUM AP'SR PIA. ' GAV. PRESS. It -M' M7 GAL COCA Ar1R1 CONCRETE H45 REACHED .WVIJ COYPREMVE 11TIDIOIF a' MMCRErE PAD a' D7NIILETE PA] ' 29. A temporary Cold mix asphalt patch shall be placed an the day of Initial excavation with 1D, II shall be Val on pipe lays average P equally Troth aides d the T in n with a lane avra depth Of 6 inches, mpdmum depth d f{Inches, ti'araughly tamplrgi each Islyar to !a3 4 'DKr-TAPFlYOMCA 4'A 1ER MAINS NIL. M uuvE 0" 9pg�R G yu,�F TAAF.N , a EC'4 S A.L 0,: ANC 4L 4. ALL 11=N0 i14Au. N CON NEIC C. I ;I-Vr]. = my pa P City of Renton I within 10 d Call a germane ended xis to be laced, to pOICy, aye• " percent d maximum density. Thee Ixmpadzrl layers mustexterc for ant pipe U • r, •iJA, rAPI .443Y4 1-it ArGflAk'F.T JF ex B;IvN. LNE GR BTC3 ANf+ 8.1AU, B-4A1 LANNC }t6 N5N U'r AT NE 9RHE '•4X%DNTAL AND VD4 1Cr,- nLCNNENT OP T4E 14NIS11KO ■-LGGMNO 40ANS PII IWDa oan REM , B .: OS. w NIO J i, R-4@ A1CA POSYO; iUi iIAJ. MT OD,O! es 016J>RE. R6.:ABA� =7N- BATA 04 Y4VO4 REA$DNABLE AMM To BATS AND 3 AD3 SOL. BE PI11VDED FI=L NOT -; NE CENTER OF �_ MJ VW$- BE A- LEA$- 1' FROM For oubgrade inspection prior ro plarpe. en t of fral pfh. diannoter m each side d tha pipe or to the its of the trench. NataAeis to mmplebe the }Ill over i shall bar the Names as dncHW. pips J a eiiv aeEs r1Li FHx'aRu iH's FIA6'. COVNECTO7 FROM Tar kA't7 _IM1a n HYDRAII T �A.CATION \ CUT OR FILL LVOERNEATH RIBS �VLMN T4E V3 3PAO�40 AL.OYS NE NJT M n2,F, A5AA3T NE OPEN SC_ OF NIOJ r4AN 30. For City projects such as telemetry conduit; the PVC pipe used shall be All chemical iG Nit TAa IJG VALVE Vr'N 7A S.EE : 4O I• BLOC„ ME MI3 procaw Ik1ei shall ir! Nciiedule 80 PVC pipe. SNdesdula 40 In Unimproved areas and 11. Open cult road crossings 1br utllty trenJihlls on existing traveled roadway shall is schedule 80 PVC Plpe under Improved areas. badLMllad with crushed rock and misclunlally compacted unless otherwise approved by r h ri, H. „ PLk3LT.. CP,{£ 112P,I iL4iN^ SPA, T?°A!T - 30R.1 CCTNNECTION THO WATER MAiN WHTM TEE & VALVE ,�. PTrtr_.[C hrT.1RKF -r C__" + JNONTAL BLOCKING FOR B1fl PLAN - INOe HOtiIZONTAL AND ODWNiNAItD 4�����/` I G�BPA[Y"6NTS � FIRE FIYDRAIVTA88EMBLY 819. P7J11 -alto! •�, � 11WATER SERVICE tYfA PLAN - tlBo.l TAPPING! rlAitcx 2Dtt VERTICAL BENDS � U'bIlty Specftsbons P-AN OF A L ,a WffMPk NeeNSIULLTuona NWANdP RNLam VALVE BOx LID WITH L.ALLWMANOMAYINUANAMMMACCaRDANC WTMYM ATIJTeDII OFTHE C JRENTONPMEMMO EARS IN DIiEC71ON OF V SQUARE VANDARDIFCM IMNEANDAMALPRaHe1p11ANDWIDOT/AMAEMNOOROBPBCFU7xI1S,7AMEerMAS WATER MAIN AND WORD OPERATiND NUT "WATER" CAST NTO IT ANRME 117ACCrNCPRINMN, ASETQpMAPPILWVEDPANIML UK EPTATTHEANSMWli'dlYl WNFnLCM RINPR MXAPMWNarRUC=CONFIVIINCESHALLNNWPISDRTO71112MUDPCMWLCMTMWMYRW= 18, HIV. AND OltOPAM NRSHALL61 ME" MMIPORDWWMALLNamMRVMWnPXMTOCDNEIR C0 . 12. Datum forVM'tlaal Control shall be North Amerlan Vartal Datum 1988 Motors, and for OR l tie' NAx, 4" CONCRETEA. VALVES IN PAVED AREAS - L ALLealEll LrWYMIMLLREMAININffRM DU MIN CM rKCr=Ula WHUMSMNOrfO, THICMnVMMSWLLL CAU M TO VOW UITIVIN UMk7arWWON MMM§C"TRN, HorlsoIntel Control shall to North American Datum 1901991 Madame union odhanAIM 12A 1/0 MINI THICKNESS Approved by the Clgr Of Renton Public Works Department, Reference benchmark grid SEE DE-A:L �2 PIECE CAST RCV VALVE NANDU1rl51MAWIC✓sANO LAILMR7MtNAIO 1!lFOR THE COfMTRLIL7IDNOPWAIIAIISiQHMBPROVIIYffiNIfM1ALL ill MIN elevstbrs are rioted on the piano. BOX, .RICH-SEATTLE TYPE CR OLYMPIC FOUNDRY 1" " "A7MMCVWFWRALLIMTMUALRSHALL NAPPROVED NWRETNeBYTHE CMVOFRa1Tt91FlOTOMM WAN MATMOWON� 13. All disturbed areas shall be seeded and mulched or otherwise stabilised to the LENG0TH5AS REgI IRED w2fation of the Department far the proverrdw of on -site erosion after the completion I/0' MIN.-nHICKVE:SS 4. ALL WAIN VANRPE VATOW SMALL IN CEMENT Uem DUCTILE JAM PIPE, THCOM CLAM 1n PERAWiMAC in ANDC 704 PIP@JWerraehMu@ENIfFFONCRMarJL1NIGL101rf1,CAST MINOR OUCTIAMONNP3PrrlV=&iALilUMBOAS of Corrstrucran. 2-1/4' INSOE MEASUREMENT FERANWAWW1AC:LWAa1.1Da2, ALL DUCTILE WIN PIPIAND PRnNWBSNALLMWRAPPEDI IH&MLLeLAC VJJL-Tirl!?, 14. All pipe and appurtenances shall be laid on a properly prepared foundation In 2-1/A•" ';EP-H PDL 131111 TJIM hAmCFIR AWM MOSiTANe M accordance with the ate ndar s and specifications ofthe City of Rentlon Planningftllding/Pubfic Wbrks Depatment and the latest edition of the WSDOT/APWA VALVE OPERAT VO NU- x MINMLMRCMU 1RTMITM OF IA N=MAITMTO MMOHw 2MOI WALLwN MC NAN MORMTAOP TGa1MORLaM Standards and Specifications, as approved and modified by the sty of Renton in the SECTION A -A rxTRAS nN AN➢4f NCMee Rik A ieM rMCF1121MDHARDLAMiR, MADMIJMCOYERFDRALLVAYMMAaMMULLS03p m Renton Standard PIMI & Sped&ZtanL This shall Include rscasnry llvaling of the ANYWAKn MMUSTNAPPRovWWTHIOrYOFRartONPMMWCONMTMXMMWKMUTRIMO➢NWMCCI!!R, THaP OPU130'n-9WXMMANMiULNAMUNMASMNUMW MCUM COF WI AND TO PO MMIMMEANCMR trenchbodtOmartinetxrpofthefounJdetlonmeterlel,mwellmplacernantand PIPI OI WrONSWU OTgEfIB OPEi%90F FIFE MANtMACrUU"erl MTON FURIMCFPME11RM. ALLTN CH compaction of required bedding material, to unMbrm grade so that the entire Wvth of BACORLLSHAUL 26 COMPAM MN PffAMI IMUM ORYDMODVASDEMUMNOIN71 I Memo the pipe will be supported on a uniformly cleme, unyidding base. Pipe bedding shall be MRIaOShM➢i EI ROA NAV16 WWM VM4MLDi%ROAOMALY PRAM AND➢INRM%ANDw MFMUMMn UIMMVn pea grovel 5 lid above and below the pipe. ARM All FM aMmWM"WNWALLNUM➢A B A1NALEORMCWJCJOF 15. Sanitary sewer pips shell be polyvinyl chloride (PVC) rubber gaekand ASTM D 3034, VALVE OPERATION N:1- FTrFNsIOA II L OONCaMB=MNI FOR WATMMAINRSAL N MaM1a2,a rM=ANDNW MNNfe RWIDrISTANDARD DETAIIIAND SPECIFICATON&AND IM MNWAU90ATALLVAVMUAM➢NDAMNTALSO MPNTna@ 5t1, SM 35, or ductile iron des unless otherwise approved by the Wastewater Utikgl. EXTENSIONS—H ARE REWIRED EO W4EN VALVE VU- R VORE -1HAV -HREE (31 FEET BELOW 3" FINISHED GRADE. E]E OVS A7E 1O BE A AN➢N MPW M M MRaMWMION SIMILAR PREMIUM MAY ■OWAMMALL MUNMM%LMM31AMMON10 WNaNTJ aLOdOAIl, is. In unimproved ehav! fluff g aj toinimum 5 Inches And rimalimurn 12 Inchas ave m 2 diameter melLsste rliug poured at grade. ' 7, ALLrRW WATnLMAM FP NTHR=INTH M FIEOR1OalAlDLM0OM In paved urea, cower toiled slope 1n all din'13CtWns to match Paving. MINIMUM N OWE (1j) FOOT RAND. E, ONE WIDTH ExTEN3n0A Tp BE Ih1ED PER VALVE. W.HI-E POST -'ENSIGNS CLR ]MlkPUPMINMBKALLHAMA r"7 RMMM MAM BMTNIRL71➢,OFACrrTOF CIJ=IRIPEMesJREANDPURNCDVF AC=$ w➢ONRMMMLANDaHVOAPLUN, a1lEIIYIMONH71'ACRYarRllSrflA11111U1Y1NlCIMI,THeCONTaACTaRfW1LLMa•►LY,INiIALLAII®nNaYEPUJaE, S-395302 W-395302 NOTE' ALL Ex ARE Ta BE MADE 92" CORF=TE73YR1op%Now•oppA ui%moTFMLMTRINRIHMr/11AOLImp=7esi MDRNWAMVTN M tar OF STEEL, SIZED AS NOTED, ANO PAINTED WITH TWO BOATS OF META. PAINT. CONNaC SHALL NMADE MWUNTHE WWMAN01MWMTHE NEW W11-TAPMALIRTOANO0e1M MAN IML Wf N1w rPEes 0N1e IRIN paAM441lECN DRAM PeCTM, FUMIHW, AM raLirw WITH rReMuIeANOrLMnITM'r,NO. j 2e" I VALVE L NrWWATIRMAUNIS NCWDINOIBM LATE"DL%l11IBM ATASTATR:PMQarROF13DPill MMWOM M ( � I N COMPLIANCE WITH CITY O F R E N TO N STANDARDS (L� OT< WA$t, C,� ` MAROTES: MARKER N PNIMimwffNAMIMM MBOFMPNTETFRBMJRIFOR imbo n7a wrniAMMMMLIMorHNAI0mmufaDwpmjAm �• I I VALVE MARx±RS,SiAL-BE ECLAL 1 TO CARSCNI'E LTILITY .MARKER VALVE MARKER PAST TO BE USED =0R AL. VALVE VAJ POST TIHEMTR1TWrPEMDAUPON JKTWACTORYCQNPIEIIDNOFTHE PRE M1111ST,9RIN] WALL 1tOiWWMPUMM% AN➢'MMJAWMIAMPIMMALL 21TA�MIFOR PUMMlS NP1NEPLMLrWM= MPNOM eH1ECWlrTItACTmRSMALL10T1MTN1CrIYWPBErfTCNMAIITERUTa!'IYAFR7MAINTCWJIImEPARTNWJIIRAT11AaT]@iNOR10p _ 4 O f - DEVELOPMENT ENGINEERING WASTEWATER UTILITY f Y } MAIN LINE VALVES OUTSIDE PAV D AR=A9 TWMAINOCWNAICTONSTOTMITWORSO�ATERaIITHNLTlM&tWMA" AWffn TN1DW=FOCTN aAINAND MMMS M WRNeC11o1LMTINCCONMAUMASHALLE�IVATE,RECKTM AMMATEAIAIS,AWPROYED1&=MAlp �• t B. Bannwarth 06/1 2/201 8 '� dchristen 06/12/2018 THI ALL oAll MWEROSRR OaiWJLPIroI+a7Ml7H osd Aii6A LLco BTEWeIa NNWENmI ReMTEa IWNW A j, •Tint O,ry� *1STEg�9 •Sy'�'� 1 ONAIL, WATER UTILITY o ' ,�N.� Abdoul Gafour 06/19/2018 J.PL LW:�C arQFK•" _ VALVES NUT 1EXTENSION ERATINa tam rr _ l = ° PUBLIC MPARTM>I� a T _ ,� WikTM PLAN t ERAL N M I WARM 80L7 1 PER CITY COMMENTS JJJ 8/15/17 JJJ SURVEYED: SURVEYED SCALE: SCALE VERTICAL: NAND 1988 HORIZONTAL: NAD 1983/1991 3/1 ` C TY OF VALLEY VUE SHORT PLAT DATE: 8/15/2017 DESIGNED: JJJ RAID HOLDINGS LLC FIELDBOOK: BOK � R E N TO N PAGE: PO LE DRAWN: j JJJ ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. STANDARD DETAILS AND NOTES C6 UJ g JJ IF NOT ONE INCH w NO. REVISION BY DATE APPR SCALE ACCORDINGLY WATER AND SANITARY SEWER APPROVED: SHEET: OF: Q L JJJ U Li 1 _ C) C) 1 C4 T x< J I— I..L I— O ��2 v! W W J