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20070187 Peer Redline 0511201542 (JJ H ANTE E fNGMEOS 4200 6TH W5 SE. SJIR 309 TEL:. WA 99503 FEU: PM 2 5 2 -723 0 FAY- (T ) TO 24231 dIFXACi: TOM 5W PT, PL5 _ SHEET INDEX SHEET DRAW@IO TITLE I C -1 O"vtR 5HEEF _2 _G- I_- -___._ 51TF PUN 3 G2 _iESCPUW 5 G4 TRG DETAILS AMID MOEFS LI- 6 f 19 j •9 _32 33 34 35 1 36 37 30 39 ID 41 - PROJECT INFORMATION: OW", iN4TMRRlA M1IXM1NG5. 110 OW ADMIb D.12.m M'ALLUP. ME M573 SIR MM255: UNAYVIGMZD 5FCHOM 523.1.[ AIYINNIT: TA DWARVAND01NG5.LLC AA LM RS. 7G 0000020. 79GKVf * 2ENN6: MC yRIRW 32.6/C ORX SPI2 fS W.p!P. .05.917.25 91 NUNM W LW5 190 AWIINX LO- S.R: 5.000 $ F W. 63.74 Cu tt9. FEE 1960.2 W. M5. AR: 43.952 Ou tt15. «Vla G'6 I _MDFIIAA[NIATKM PLAN LEGAL DESCRIPTIONS OWNER /DEVELOPER: CIVIL ENGINEER: R -2 R-4 - -- - RUAOWAY NJD STORM DRAINAGE rCKTHVL nVBDN TNIOMA TERRA HOLDING5. LLC 6PFF CONSUTR$ ENGINEM A"AH RA RBI 022MI'NTKA E'O B'JS 23>9D 42606TH AVE. 5!. SIME 909 DDLVN[Mr902lWO MFlWNi01 WN54 CGP:QCI.OX NV PUlNLUP. LVA 95573 IA(EY. WA SEAM 4032M4. PM TR A U5tA:5ED IN DOD AN14205111 RL (2531539 8116 TEL 13 60) 2 92-7230 OFTACOMA TERRA FHA5E I. DIMON I.:SEA D 2!WL FX(2531539 -M" CONIPLT: BOB NOICOMB. FE S MNMJII D. E KURT W E50N RD40WAVA\D STORM DRAINAGE RATA AR lCONTACT: 402Y.11 G M pN x A3M rL n40A3ZPm fi <. Tf I� _ _ R• P-YNAVpYAND5TORMUPJN W6E RIOTING CONTOUR DATA 15 EASED ON WAR DATA PROVIDED TO DOM, FIN WDD TOnR T� 4NI 5URVEYOR: K-iG ROADWAY 5Y5TEM DETNL9 FT JP R� 17 �— ROADWAY SYSTEM ORN15 42 (JJ H ANTE E fNGMEOS 4200 6TH W5 SE. SJIR 309 TEL:. WA 99503 FEU: PM 2 5 2 -723 0 FAY- (T ) TO 24231 dIFXACi: TOM 5W PT, PL5 _ SHEET INDEX SHEET DRAW@IO TITLE I C -1 O"vtR 5HEEF _2 _G- I_- -___._ 51TF PUN 3 G2 _iESCPUW 5 G4 TRG DETAILS AMID MOEFS LI- 6 f 19 j •9 _32 33 34 35 1 36 37 30 39 ID 41 - PROJECT INFORMATION: OW", iN4TMRRlA M1IXM1NG5. 110 OW ADMIb D.12.m M'ALLUP. ME M573 SIR MM255: UNAYVIGMZD 5FCHOM 523.1.[ AIYINNIT: TA DWARVAND01NG5.LLC AA LM RS. 7G 0000020. 79GKVf * 2ENN6: MC yRIRW 32.6/C ORX SPI2 fS W.p!P. .05.917.25 91 NUNM W LW5 190 AWIINX LO- S.R: 5.000 $ F W. 63.74 Cu tt9. FEE 1960.2 W. M5. AR: 43.952 Ou tt15. «Vla G'6 I _MDFIIAA[NIATKM PLAN NOTE: THESE PLANE HAVE KCAL RMBMD IM ACCOFfMNLf WIi11 THE CHY OP HELM DEVELOPMENT WMLINM AND APRIOAELE DEVBAPMENT REGUUTIONS. IN"EVENTMACONRCTOR OM1551W2 inE DEVDOPIAEM GJIDEUNES ORAPPUCA■E DEVROPMENT WILOELINE SNAIL AMY BOUNDARY NOR: ALL 9OJFDMYMFORMATOH SHOWN HEREON IS PERTHf RAT R -I 6RAOING RAN GRADIHC RAN R -2 R-4 - -- - RUAOWAY NJD STORM DRAINAGE R -5 ROAOWAYAND5TQtM0RNNAGE R-6 ROADNAY AND STORM ORNNAGG R4 RUApVlgYAND STORM DWVNAGf RO ROADWAY pNJ STDFM DRAINAGE R9 ROADWAY AND S -ORM DRAINAGE R -.O � ROAMYAY AN05i01NA ORAINJy OFTACOMA TERRA FHA5E I. DIMON I.:SEA D 2!WL K-1. I ROADWAY MO STORM DRAINAGE AFN4027040 f AFRDAVT OF DORRECIIWI. AFN 4032054 SURVEY NOR: Y. -12 RD40WAVA\D STORM DRAINAGE R 13 DRA1 ROMA'AY AND 5TORM NAGf I� _ _ R• P-YNAVpYAND5TORMUPJN W6E RIOTING CONTOUR DATA 15 EASED ON WAR DATA PROVIDED TO R15 ROADWAY 5T5TEM ORAL_ - -- �U' KTf ASSUMES NO RE5POf &UTY FOR THE ACCURACY OETHCCONTOURS. DIFFER ROMOURSANOWALL HEIG MAY DIFFER FROM OUR K-iG ROADWAY 5Y5TEM DETNL9 FT JP R� 17 �— ROADWAY SYSTEM ORN15 lw COGTHS I IFFIGN FROM T CKRTING CONTOUR$ FOUND IN THE H[ID p[lCR FROM inE D5Tl PGO WWOU5. GONTRACTINGCOVT TOMMO ORDOUNGMNTWRS PRORTO STARTING CONSTRURON AND ORDRNNG MpTCRIAL R -ID RWDWAY 5Y5ttM 0[TNLS R -19 LURB RTNLS R_2D CURE CfTN19_ GENERAL NOTES: R-21 CURS CCTNLS R -22 S:G.NG ANJ 5IRIMW PUN I. NLWORAMHIPNIDMATERML5SHALLW.N W -I WATER 5YSTW IMPROVEMENRi � Cf D THE MO5T CURREN T CMOTW H U OF tt T OM F 5HETAIM R S OTF A NWDAA5RHD!$ NG ANM 5TANDARD SPfOFICATONS MR ROAD. MORE. AND W -} T _ 5 VRARrtS W -3 WATER 55IfM IlAPROWEA¢Ni5 MUNICIPAL 0045TRUCIION. INCLU ING ARVA 5IFPLEMENT TO DM51011 I. WA WATER 5Y TCM IMPROVEMENTS W -5 WATER 5YSTEM IIA°RCA NTS 2. PRIOR TO COUWIEHOW WORD. THE CONTRACTOR SHALL 05TM All NM LOCAL, 5TATE. /WD FEDERAL, APPROVALS AND PERMITS. W -6 WA?K SSifM MPROM$ W' -7 WATER 5YSTfM .MPROVEMENT5 v.'.P WArfR SY;iEM IMPROVRAENfS _ 3, 111 BE THE RE5PD619Wtt OF ME CONIRpCfOR TO HAVE A COPY OF THE APPROVED FLAN5. 5ECOFICATIONS. WATER 5Y51 W IMPP.OV2MEEH15 AND CONTRACT DOCUMENTS AT THE CON5TRUCTION 51R AT 11' D WNWER 5Y5icM IMPRDV[MENP ALL TIMES -II V /A7R5Y5RMMIPROVEY 4. APRECONS1R Cf10N MEETIN65HALL BE HELD WITH THE LINT M5PELTON pEPPRFMENi PNORIO C' 5RHER SY9T[M IMPROVEMENTS � OF OOICFION THE STAHELM RT O LOASIRUCTION. '- VftYER SYSTEM IMPROVfA4.N15 SEWER SFTPM IMRR(NRAENIS 5. MISTING UTIUDES ARE SHOWN FOR REPERRCE ONLY RMLT WAt ON 5TATR FLAME. . -- LCCARW55HVL BE REED VDUfICD 9Y COMW,LTgE H 54 9?MRSYSRM _460 i 5 5W2R 55TEIA sewER SnRM 46 1 �47 57 __ WATER. 9EWfR 58 _SBWERSYTJTEM ". :EWER SYSTEM 50 1 5 II SEWER: 51 J -I z J2 -- 53 M& 5:4 M iuFZOU UTILITY CONTACT LIST I 5S1 I I _i_____ - ---- IMPROVEMENTS PROPOSPD MgOR CONTOi1R LME TPROYEMENTS PJBUC WOO5 UIYOFYEIM I-(960)45E.dOG IMPROVEMWTS WATER. 9EWfR N .WKVKP UTYOFHEIM 1430 45832" IM.PRpVG4EN15 Rl[PIIGN[ FNq'OINT )FTNLS SERVICE: COMMUNICATIONS I -ME 400 -5569 DETAILS PDMR4GAS N N RAN SERVICE: PUGfT 50uND[NCRG I- (EBD}225 -5n3 YNG RAN CAN SERVCE: COMCAST 1{97714242208 SEC.23, T17N, R1 E, W.M. ROADWAY AND UTILITY IMPROVEMENTS TAHOMA TERRA DIVISIONS 5 & 6 YELM, WASHINGTON A MASTER PLANNED COMMUNITY BY TAHOMA TERRA HOLDINGS, LLC .-- T "— I I -9f I 5--2 11 1 I I ffi s� I' iI I m ffi I m w w I IN w l I I I ffi m 1 1 ' I Ha w Ha w an l 1 m ffi a,r I I—� I _ R..W q - -� IN 1 I I I I y :RW— m w 1 1 I m y M, NE m m nl I I m m I I m 1 I I I m w w v v m w; ROAD F_ II 1 I R� v NrDell ONLINE I I aN m I, IN w II 1 w an I a, I I I w I w IN x r_i I IE, I Or w y aeZ 1 m I I m I I w 1 3r, I w w 1 w L NE a:e w HE m m ar !RE w m a s EN I I I m s m w a IN w m 1 ml w IN a . 11 Z 1= 11- 1m1= 1.1__--- ________ - L--- I SITE FUTURE DI- -- P N 1 m I 5S1 I I _i_____ - ---- PROPOSPD MgOR CONTOi1R LME •• } I 14 b +] - -__ N I -• I I CITYOFYEl3A I L %.STING MAJOR CONTOUR UNL _PROPOSED 1 SIM I I N L EMSTINO MINOR CONTOUR UNF I 4rY °3 I a TA I+Y I I } V.T DN W F- VICINITY MAP LEGEND PRCPER LINE CENRFIINE RIGHT -OF -WAY UHLITY EASEMENT CURB s GUTTER LOT LIKE BLOCK WALL WATER LINE SANITARY51TWERLNE STORM DRAIN U:E WATERSRMCE CONN[CIIEN SEWER SERVICE CONNECTION 5TORM LINE RpYARROW STORM CATCH BASN WATER / SFMIE UM GAIE VALVE FIRE HIDRANI GAT RDE LWDSCA11NG TREF N Wa B C ■ Cf-4 R 3 al a N u % GRlJING `A OR AFJIOw 2_00% m PROPOSPD MgOR CONTOi1R LME •• N N tROPOSEp MINOR COM1nOURL1NL -• L %.STING MAJOR CONTOUR UNL N L EMSTINO MINOR CONTOUR UNF 4rY °3 = TA It } y i W F- U f i O HO I WAt ON 5TATR FLAME. . {— V[RTICAL DATUA 5OLMEN ZON`RRT(1N NGVp 29 0 Xb PE2Tn'JRSTON THUR�TDN COUENORIL l G — — FA.f WI COUNTY HIGH PREOSON NERrDRR G1 PREC151011 NEIWUW, y m P m SEC.23, T17N, R1E, W.M. ------------------- 1 , ROAD D ROAD D a SECTION 3 - — - - — SECTION 1 - - -- - IM i A _. I D , z n I 11I N ROAD A pi I SEC.B - 3 I , s i3 ul , N m� i Z I 1 I I I I 1 I O O m z I I I N I w I � I I I 5, ` � I I a I mvarrea, I I I Pfp.'R'V= iN[(M.1 ROAD D - - - SECTION 3 - 1 0 m > -� c O,. 2 � 1 i N I II ' SECTION I — I - I i N N m 3 - . - . j : p - -- -1 z p O O Z G) I_ ` __ ______ ROAD EXISTING OV 3&4 I I l I I VICINITY MAP - SEC. 5 5� I I I N I A u y,'fr8 I z zz n� A 0 I N U � oY' U i i Ey o m N I m I c C1 1 � - H I - o , LLJ z , K o eo �w ® ROAD K I I l I I VICINITY MAP �aM § I6 m t SS w 5� A u y,'fr8 z n� O N0N0 =F5: N I. SEE DRAWNC9 R -,61 R -17 ROMVt�v ffiOSS sit n $ mo STATIDNIND SEIWYEN SECT10N5. oY' 2. SEE DRAWNGS IS 19 Tnl R -21 !CR IMERSeCTXJN DETAILS. Ey o m 3. P[RCTOPYLLM.TnECITYnA5 OBTAINEDREOUIREp APPROVALS TO MNSTl l C TnR011611 MI! N'eU c PRDRCTION RMIUS. � - �aM § I6 m t SS w z O N > z J � 3 a LLJ K o eo �w ® W F- Q nCI+1101JIN Ml WASItNGTON $iRe PWNe. F KRN�D WTLTA 500tH NNf PER TOIPN P� T M5TCN 1HLPSTDN CgMTY HIGH COVNTY HIGH PR!l751p1 NEMTa3 �. PRECISION III $nEEi_2_OP 54 REOUIRM - 4.3505O.R. 1 1 1 1 , GRAVEL OIECK pAAI. Stt Z OENL#3ON5N[RG4 WJ V�C�N� MAP a Q ' PROPQt1Y ISTING UNE (M.I p I 1 = POGRAPHY - - -0 LEGEND NTOURS TOO LIGHT lz — T ^L^ FEE — • — ^ - - ^— �' SEE CLEARLY Y cOxcR ctit. Q w.) INTERCEPTOR DITCn -- A -� - -i- I I ROAD G GRAV!LCN CAM . I I a 12' CONRftt CCULVERT 511 D I � G ROAD IL I T 1 51lE 5TABIL12ATION NOTES: f I SsrEAEaDINuGnMuG U UCLRX^oIN. sG ! 1D 5 S1MD_ DA Dwro -SEXISNG 1. DIV. 364 KGCUTVGYU r CIsRn0!5D 10 NM ip{ 4` j��V e' TMOoso- ADD WATTLE ( WSDOT $g 2. vT—YL ;. STANDARD PLAN SEREMEER - 30.30 -01) arg ROAD F - - -I - IRRIGATTIO, uI, J, , IERft I a y>{y lame CSTABIISXED. L':,NGT T OCCURS ECTWCN OCTOBER I She I I AND MA 30 WILL REOURE A MLRCX OR P nC COVER •� i IL� _ _ — _ _ I , UMN 75 TENC[M GR0.55 COVER B E5TAELISntO. � � � — 1 3. TO P T 5(e0 TROA1 DING WA W AWAY. CONFIRM F d MAT AU REQUIRED SURFACE WATBL CONTROL MEA5URE5 'y ` Ave DMN RlSTAUiD. SQ M 4. EMroRPM•GRd1ND COVEIVPRORCilON 5UQ1 A5 JIm A SR -- I FLASIOx IXPROI[Gx tSrABlFin[UCM MRMANW _ M CKOENO 9nEEDNG 5X 15 BC U5m NfiL PBtMANENf s I EROSION CONTROL NOTE5: m - -�"I O INSTALL MR F MIRK RNCING A5 TO CONTROL SEDIMENT IT) RUNOFF PER pETaI /40N SKET G4. N - - o _ _ _ O2 IN5Ta 5CDW CNT ^tOTCCTION SILT 5OCR #3003 5WAMGUARD 0 1N5 RT AT NPN AND WSTNG CATCn 15A51N =NTNJN5 MR DC TAR a ON SKET G'l. MNwm SILT SOCK UNTIL SNE 15 PAVED AND STNVUMO. dJMRACTOR SNALL ENSURE TIMT > Z 1 I Ol OTH! SI D0:3 NOI FALL INTO CATCn BIL51N DURING REMDVN 0 < J I W Tn! SILT SOCK CI I 1 O IxSiAU CORBTRUCTIQ. MTRNNCL KR DRAR /1 Ox 9nCLT G4. � � 11 0 W O I I I I I 1 FOR >.D•I'T OW EROSION CONTROL NOTES ME 5nCCT Gam, W 1... 0T 1 1 1 w 1 _. _I tDRNOMK CONTRDI: _ _� _. 1 ♦ I 0 a WASMNGTON STATE^ . f _ — — - VERTICN. OATUM `JOUTn IONt MR TC m MATCH LINE - SEE 5HEET G3 125 / D 0 E: MCISIN COINITY nIGn ADD FILTER FENCE Frt=clSloN xErvoRK Y.U`� COUNry HGn G�2 PRECISION NCT.'.ORA 5nttf 3 Cr SA IPER CITY OF YELM REQUIREMENTS, PRESENT SOIL TYPE AND LOCATION OF SOIL PITS AND INFILTRATION TESTS ON TESC SHEETS FOR ALL TEMPORARY SEDIMENT TRAPS: IS NORTHWEST CORNER I INTENT TO INFILTRATE WATER COLLECTED IN APPEARS TO BE LOW T TEMPORARY SEDIMENT TRAPS? CLARIFY WHERE SPOT. ADD TEMPORARY O OVERFLOW CHANNELS ARE LOCATED AND HOW SEDIMENT TRAP. O OVERFLOW WATER WOULD BE MANAGED. SEC 23, T17N, R1E, W.M. L LturoznRrSIV -.w -sue I I 1 "`• — A�REn`R WIRM G4..3s5 50.rt "" i i � ♦i R REPLACE ALL GRAVEL CHECK DAMS WITH _ C BIODEGRADABLE CHECK o N i S DAM ( WSDOT STANDARD NJ► i SffE D N R 5� 4 4 A PLAN 1- 50.20 -01). INSTALL //��J P AT INTERVAL SPECIFIED ROAD D D M - - - - - - - -- - - - - ' ' I• �/ - - b b.) B BY WS STANDARD PLAN 1- 50.20 -01. ttMINJRARY 5eDlMwrrRN / /� _ _ _ _ _ ___ r r Drv. I I g g 5[[D MN. I — � �- 4 4 i IureRCWfQi IXren.Stt -i i D WATTLE BETWEEN RCEPTOR DITCHES i L- ^IAJ 111NV FLOW TO ADDED TEMPORARY SEDIMENT TRAP. INSTALL TOPOGRAPHY BIODEGRADABLE CHECK DAMS AT INTERVAL SPECIFIED CONTOURS TOO LIGHT BY WSDOT STANDARD PLAN 1- 50.20 -01. TO SEE CLEARLY SEC.23, T17N, RUE, W.M. MATCH LINE -SEE SHEET G -2 W ZM- M - —711Z -7r— ,I —�!:'i - 7`— LS. -G. yIDDNTtiMGVS i �Otp pnr Rrar LTIRLLAR?A — • — s :� TAHOMA BLV pR511NG SWAUI I - A - - - - -- - - - - - - - - - - - - - - -- )ADD TEMPORARY SEDIMENT TRAP OUT AREA ON CONSTRUCTION SEQUENCE AND PROCEDURE: I. SOH MERE PRE- CON5TRUCTON OONMREN WITH THE CITY. ODNTRACE R. PROJECT ENGINEER. AND CON571LUCTION- 5TAIRJG SURVCNR. 2. I45TALL III CON51RD0I0N ENTRANCE. 0354' TO D• 5rAI9 MTH 12 MIMM OtFH 3. INSTALL METER FAERIC FFIV'CNG M THE LO ATION5 5MOdN ON THE PUNS MPIEMEM AL ERO51ON CONTROL MEASURES. i 4. CLEAR 51TE L I81B &NG AND ROUGH GRADING) 5. MAINTAIN EG IhIENT AND WATeRSUPPLY FOR W5T CONTROL G. DESIGNATE AN AREA FOR WA LNG CONCRETE TRUCT$ T ROL THE RJUNOFF AND ELIMINATE ENTRY INTO THE 5TORM ORAJNAGE 5YSTEM. INSTALL UNDERGRORJO UTILMIE5WATER. SEWER, $TORM) B. PROMDC INLET PHiOIECTIgI AROUND ALL NEW CATCH BASINS. 9. CONSTRUCT RDADWAY AND INSTALL UWDSCA%NG, SOD ANDJOR SEED. AND MLI.CH ALL OSNREO AREA5- 10. MAINTAIN AL EROMDN CONTROL FACkITIO UNTIL THE DRIRE 5RP 5 STAEIBZED AND SILT RLR.Orr CEASES - 12• CONOREEE CULVERT (rvP) DUAILE N 5"M G, See DETaI ox $Weer w Dw.) GRAVELCMEC1DVAI ME DrAL 13 ON 54EET G< PROPERTY LINE !TTP.I HMO ECK DAMS WITH )DEGRADABLE CHECK M ( WSDOT STANDARD kN 1- 50.20 -01) e� ADD WATTLE ON NORTH SIDE OF ROAD C TO EXISTING INTERCEPT FLOW NOT R� DIV. 3 & 4 CAPTURED BY Ii INTERCEPTOR DITCH FXWING TEMPORARY SED,MEW TRAP CON51`RUCTIO FOR BI EROSION OJNTROL FOR THE ROUGH GRAD) NG Or OIVISN)N 5 T G DURING THE MIN5TRUCT'ON OF DIVISIONS 314 INSCRi AT NEW A U�STNG GTCH BASIN IOC ?TON$ MR REMOVE L>\ DETAIL I2 ON 5HE GPI. MANTAN SILT SOCK UNTIL SITE 5 -_� - - - - --- - -------- - - - - -- FUTURE DIV. 7 & 8 PLAN 1- 80.10 -01 AND DETAIL 1 (SHEET G -4), WIDTH SHOULD BE FULL WIDTH OF INGRESS/ EGRESS AREA PER CITY OF YELM REQUIREMENTS, PRESENT SOIL TYPE AND LOCATION OF SOIL PITS AND INFILTRATION TESTS ON TESC SHEETS D WATTLE ON RTHWEST AND UTHEAST_` RNERS OF ROAD LOAD A ERSECTION FILTER FENCE SHOULD EXTEND TO EDGE OF CONSTRUCTION ENTRANCE ON BOTH SIDES T I I I VICINITY MAP F LTE2 rAERIC rENCE I `RC FTOR OTC" GGRA \!L CEC1 DAN 12' MIACR_R[ CULVERT — x— m —x —n— 40 e f ILIZATION NOTES: ;'nULOHING IS INTENDED TO REDUCE EROSION BY NG VOI SOILS. A W L- $TPEIEMED OF -:" E RDH (AVER I E ONe a TIE M05T [FFECRVe ^i Or OIONG CROSTON. vim MEOI NG MI FOR W EVRN ON ARE APRIL I THRCOGH JUNE 30 AND '- 5ER I T"RODGH OCTOBER 1. SCOMG THAT NTAMN JURY I AND AUGUST 30 MILL REWIRE IkkGAC ' LNTR 75 PERCENT GRASS OOVIR 15 MT ED. MEOING THAT XCUR5 BETAEEN OLToMR I 3. TO MJT 5MD TROM BDNG WA5HE0 AWAY. CONFIRM THATALLRFOVRED24JIEFACEWATERCONTR0.MEASURES yAYE BEEN x51AUED. 4. TWPORp ROUND COVERflROTECTgN SUCH AS JUTE �v lC � b gn � m s� EROSION TROL NOTES: O,N57ALL FILTER FCNCNG AS TO CONTROL SEMMENT RUNOFF PER 14 ON 5HCETG.4. °$ N N OINSTATETN!WN PRDTEINGCATILT 5051130035TREOMGUPkD co INSCRi AT NEW A U�STNG GTCH BASIN IOC ?TON$ MR z Z DETAIL I2 ON 5HE GPI. MANTAN SILT SOCK UNTIL SITE 5 O PAVED AND 51- & , COMRASTOR SHALL ENSURE THAT N C MOMENT OC[5 N PAL INTO CATCH BA51N OLWNG KENT Al > OF THE SILT socK. i > 2 ^^ G 1311N5TAN CO45TRDLT ENTRANCE PER DETAIL I 1 ON SHEET G4. co 3 d a ADD WATTLE ( WSDOT "O GA. STANDARD PLAN 11-30.30-01) w N O WA5"NGTON 5TAIL FLA NE. arm MANE TEGPN VERTIEYL RR NGVD 29 1 iHRN C01JNM H If,N D�,A MR TluR5TON OOL`W Y HIGH PREaO Nel1KMR G q FREC1910N NCiYgRA CONSTRUCTION ENTRANCE IS REQUIRED TO BE MINIMUM 100 FT LONG. 100 FT LONG CONSTRUCTION ENTRANCE SHOWN ON SHEET G -3 IS THEREFORE ACCEPTABLE. IX4 urn TD B1. x. 9. ADDNDNY ROOl9nNLIX ADUm IStlDdG4lYN MVMAM IAMpt/IMCId pMrAD. 4. PMMD WtlxOTMNUMRYMNOL2M MID 1ILN M VCY]L Mrm.9. M WNmA 911N1 HNDSm LT aeoa MMIILI[ DnRf. ArNiID SrdT.MwIdINGxNL [[ WNC p1AIRA CbrE ®Mm CSWMCp NXANID WASH YMTBL4WLpWN Nw 9[DITNO!. N1nN FA[MYDRnICWIA xT rela. CONSTRUCTION ENTRANCE DETAIL 9LAK: N.TS. ECK DAM WITH )DEGRADABLE CHECK M (WSDOT STANDARD %N 1- 50.20 -01) CHECK DAM NOTES: I. AxADICa wAe9lMLIXarro M [f490MU 4YRILYRC'CA 2. nYSOCQ DAM9YlVLC I•nGn MM OHTN AHDAMNMJM pO.a n14T[1gI ME6Q 3. CH�DNN 9XNLIX TOED WATM M <AMXIMAL Q 0.YT0 PFMR UD91Dx- ♦. 01[C1. DAMS YV1Ln[ OND1RF:m IN 91I.M A,//JNLR TIWTM ILQ D HMY.YRA® 5. WIm AMN1MI ceSIIQ ECI'Mml [OW.M CRMbT B[ [IKID Q! I W D DR MEO WAfll [LMO♦BR MJ nlLnae ar I1Da ro real orAu M1TIX FNMIC MnENK1YlMl N^mFw[ ICE N9 tlRNNNMr � �zux P. rN 14W MR!M[gC aR murvuvn, ArrNro M16T I e .X!WFTO 1 I/IWASIIm =� - R HF" as I1 OH aDM tl a nm rAaNC rDIDe. r.4•M)COFDTDR TR tone roam y ESE VIEW ED (WSDOT STANDARD PLAN 1- 30.30 -01) SEC.23, T1 7N, R1 E, W.M. 5TANDARD EP0510N CONTROL NOTE5 In THE FOLOA'HG STANDARD VOTE_ AYi SUGGESTED FOR JSF IN CR ION CONTPAL ND RlN5. LOCYL JUMWIICTION5 MAY HAVE OTHER MANDATORY NOTES MR CONSTRUCNON ] RIIHNALSnVJ NAJTS THAT ARE AP"CABIC. FLANS 500)1➢ ALSO IDENTIFY WITH "ONE NUMBERS THE dtl P[R50N OR FIRM RFJM01,15IME FOR THE LT[BMATION OF NID MNN[ENAVQ Q THE NOTES: 1 -ror4u Hamfecra S STANDARD NOTES: MNA.ACRWlCS s1ffiflpT1EB, 1. APPRO A G IU 1 x. MAINTAIN ND RCV6IX9aRtl N C AN APH15ER0510NbeDMENT BON OR ORPINI OF.NN000G. N rAxG x ED (WSDOT STANDARD PLAN 1- 30.30 -01) SEC.23, T1 7N, R1 E, W.M. 5TANDARD EP0510N CONTROL NOTE5 In THE FOLOA'HG STANDARD VOTE_ AYi SUGGESTED FOR JSF IN CR ION CONTPAL ND RlN5. LOCYL JUMWIICTION5 MAY HAVE OTHER MANDATORY NOTES MR CONSTRUCNON ] RIIHNALSnVJ NAJTS THAT ARE AP"CABIC. FLANS 500)1➢ ALSO IDENTIFY WITH "ONE NUMBERS THE dtl P[R50N OR FIRM RFJM01,15IME FOR THE LT[BMATION OF NID MNN[ENAVQ Q THE SEDIMENT AND SEDIMENT DEN WATER AINDIN SUCHAM4:N[R A9TOINSUNC THAT 5[DMCNT AND SCDMEM )DEN DO NO AGE SfitEM FILTER FA&EIC FENCES. I. rARRrMWC 9fVLLIX nF CIN9L9MACCNINXTS FIXLOn RI M[IdGM R m NADQn) AVpp UY p ICYNr3. Mld %1M3 AC MCtl34D'. nLTrA GOM `JWLa 9RXa110G[I!!R WrATA911PYLRT NYI. Mm A MXIMM Iuxrn oAau. AIO96Lt1rrA5TLPQ1 Ar eomBRn TorceT. 2. rGJn'AWI BLJFM.IDAMWMIMpcIQIIIM[IND DrlI[N XCIIR[Lr 1HfOM GACIJIO MXMM p 30 MG1[91. A A1R[NfJI SIWL BE CYAVAT[O NML my a 1NTn MC[ NO rx XILXC3 L @4MY m U[MT613 WDN%L1[IRM M MWQ. 4. LMM S/NDMDSRBNiI11 nLRRrMRKDIJS L9.AMR[AC9n ]I.Y[f.ILT TK[ 9nNL a[ rA91DED SCCUP6YMM LE°AOr[ 91CL CP m[ F0515 U°AX4 nuvadm MYSrWte Ar Iuor I N[H N2n. ne MIIe M Hoc WXw M MIT[ 9rWL dTDD MO m[ 1A91CIL A MMNM p 4 MCXtl AVD 9tWL NT anon MaRTnAx x IxmeABDNEM oaxu oxA.NDwRrAa. S. MT4lDND STRDnIX M1I[R rIaLK 91NLLDL9TMID ceM4D TO m[ lOIf2. Nn 3011✓�6CPmC IAyNC 9144 aC IXRNC61MOm[ iFMGM1. M rfaRle xWL xor DITD.o LlolxmAN se,llma AXw[ me anlANrL aRaLnn 9UPIFQ. M1Ta Mnac 91WL Nx IX 9rAPIm roe ®nxc rnm. c xrIIN nTRA9TRBNGrn M1TrarMFJC AInCIn9Lt raxxADxcnu9m.M WR 1Q,XRCRT rBRi MI.T IX pIAMARD. N SIKH A (.t9[. M nLTR rrmc D 9TA11ID oRw1®MmLrromc ro5nwml AuoMR FWNDDW w AaO.S Are Am»n. T. fIRRrNLAC TYe]IW1 NOfIX RNJVaJ aC[2m1rSLCP[14A X/9 P01 P9NINCNRY SrABYxtl. A nLTptrMPoC FCIC651WLIXnNtt ."Ie IM.mURIYMR[KX RNMALL AND AT 1 TDLY pgN6 r[GGL[p FNNrHL TAY Ra]nILD RWAP.i 31WL W N IMN UARLY. FILTER FABRIC FENCE DETAIL SGME: N. T.5 INLET SEDIMENT PROTECTION RnmWAYSaR WDUTE AFrJGAaLEw R STANd+RDSM�RMe ORMN SCNE:N.T.S. 5, THE ATED FACIUTRS SOWN ON M15 HE ARE R MNI " R . MESMCNTS FOR ANTICIPATED AOO ISSED SITE E tJMII OI15. WRNG MC C R ONDIJCDON P[RNED, rnEE AN FAOIRIE SMALL BE UPGRADED AS NBED[D TOR UN[YPECTCp 91EaiM MNTS AND TO ,I d d lrLS'JRt TTAT 5[OMENT ANp 5[DMEMLTD[N WATER DO NOT WVE ME SITE. I' � �•'I M NNTANE ED C AS NCIN�nCS TO f NMIME THEIR CONTINUED E UNCTO M RRGONTPICCOR MJD 7. TnE rC 5C ffXIUUn ON I W VE 51TC55HALL BE IN5RC M AND MNMAINCD A SECTION AA MINNIUM OF ONa A MONTH OR WTfH N ME 48 NIXIRS MO WNG A MAIOR STORM EVENT . N OVERFLOW CHANNEL NOT e. AT NOnMCSnuL cp DESCRIBED. SEE WSDOT WITH. AF"DCAUH CD PROTO PAVINGSTANDARD PLAN 1- 80.10 -01, L10[N WATER IMO ME DO TEMPORARY SEDIMENT 5- 5TPB U]E CONS RJC Cu -1 " TA I'_D ATT EBEGINNwGO SECTION B-B ° CONSTRUCTgN AND MVNTANr? rf °REJECT. ADDIIIONK TRAP, SECTION A. THE MRATN[AYBEHE FRRED LC .vR'_g5 ARE KEPT CLEAN rDR THE wRArIOx a Me PRDJEa (iuIFORwRY SPEOING I. 5TO meB SnAEL Be ETASuno wTm PLASTIC Co riu IG OR OTHER Arm*M DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 2. IN AM 5EN50K SEDIMENT IPAO ING FROM STOCK RTES MUST BE PoSInYELY FR[VCNIED. 2` 2 MIN 3. TOr5M SHALL NOT OF F D WHILE IN A FR02EN OR MJDDY CJJNCITION. WHEN THE Y IIADC 15 EXCE55MLY NET. OR WHEN COND1T. 5 MST THAT MAY OTHFNNSE W TYP. CROSS SECTION OF DETRMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. INTERCEPTOR DITCH 4. FRVAOUSLY E5TA505HED GRADES ON THC AREAS TO BE TOP501LFD 51HALL BE I T I MAIMA WD F[CO W TO THE APPROI I PLAN. SURFACE APfA DETERMINED AT RCP DP Y21R �I__ MIT:. O \9iRGM' MIN . 9 I'MIN. 3.5'-5' m f. FIAT BOIIOJ BEN 5'4• -1.Y rI'RDOL WASHED GRAVE\ G[O Dm F NOTE Pn PARn )RAF MAY BE rdA® BYBCRM OR BY u oR crn4•LrR rxCAVnnaN HYDR05EEDING: 1. SEED MIMURE BE APRIEC AT ME RATE RECAMMENOED IW ME MANUFACTURER 2. FOR SEED BfOS FWACD HTWEFN OOTOSCR 31 AND AFDL BO, ARAORAIG Or M SEEDBED WRL BE NCQ55 M M.G..GCOT[S M5. JUTE MAT. CHAR FUISTK COVERT NGI. 3. S MD WOO M.A NTCD BCTVEfN ANY I AND OCTOBER 31 WILL REOLHM IRRIGATION AN0 OTHER MAINTENANCE AS N[CE55ARY 10 FOSTER AND' ROIECT ME ROOT STRUCn U 4. BEFORE 5CCDING. INSTALL NEEDED SURFACE RIJNOF CONTROL MEA5URC5 SUCH A5 GRADNN T TERRACES. INTV C FI TOR DRCS. SWALES, BEVEL SPREADERS AND MDMDIT BRANS. 5. ME 5EEOB'D 5HALL N FIRM WITH A FAIRLY NNE SUILFAOC. MO NG SJRPACE RO'JGHENI NG. PERNMM ALL CULTURAL 01E 11ONS ACROSS OR AT RIGHT NVGV9 TO THE SLOB. G. rCRnL12BR5 ARE TO BE U ACCORDMG TO 5UPFLIER5 RCCOMMWDAnOLD. AMOUNTS USED 51IO.CD BE MNIMIID FSr[CINLY ADOCENT TO WATER BODE ANC WETIANpS. HORIZONTAL CONTROL: [RO5'.ON CONTROL 15 NOT MUTED TO THE ITEMS ON ME[ PLANS. M WA5HIN ON 5TATC FLAN[. CONTRACTOR 6 R MNS EM r TnC II AND MANRNWQ v[RTN;A! DATUM SCUM 2CNC BETE TCHPN OF All CRD" ION CONT� MEASURE. NO SILTATION Of DD511NG OR NGVD 25 4 PROPOSED DRAINAGE FACILITIES SHAH BE A OWED. CARS BE F[RTHUR570" THURSTON COUNTY HIGH IA N IC'RfYE1.'T MI; l ION OF 5'.15 TO OFF99f PRDPfUln OOUNTY HI PR-`C 90N NfT''40RF 'RECISION NE?Y,oRK ti k 1191 Oil I a Kll b m � v V g To N Z 0 N J y Lu ch f in 2 cc U)p Ir F W Q ~ a 0 O_ H G-4 NOTES: 1 -ror4u Hamfecra S STANDARD NOTES: MNA.ACRWlCS s1ffiflpT1EB, 1. APPRO A G IU 1 x. MAINTAIN ND RCV6IX9aRtl N C AN APH15ER0510NbeDMENT BON OR ORPINI OF.NN000G. N rAxG x R[COMNDC[D mm[ I O A WA5 R ETC.). �O`tM meINMROR qI rRpRGI IM, O OKIKP. I.XD AS OmRM3[ I[Cp?ur. 2 2, THE MREMOEAM.M Or THESE TCSC PI AND MC CONSTRUCTION. 1 15INI OIF THE R I ICANM A IONAAHRH.TOR U -- LYDTNG ULC +BASIN 3. THE BOUNO.VNES IP.VRNG UMT55HOWN ON MISFWISMA1lBE CWRLY BOUNDARY OF CLEARING O TOF.LONCGSmaiinRSSU°BeRar "armP6DNe°D' Ea°D391SNN01T OxLr AcaMUUnoN ORBANaSerouDT T FPDMD[Cw[CN M91N 96N1lNT FFJTIXTIDX Mm ILIMITS NOT SHOWN�NG S SnAU B[MAwrAexD Br TnE ArrurnMJCOnrRAaa [roR Tre wRAnaN OF Sm[u.WlwaD DN4N MYIR I90D3. nepl NB9 LnWC�•I[YIA C CONSTRJKTDN. JMO W. MAUAxu wAY s' A A. TnC IEC FAOUTIE 51NWM ON M19 PUN M15i BE CON51RULt ®IN COrUJNC[X]N PHDM. {W.9D?94P! Y YAM ALL S FILTER FA&EIC FENCES. I. rARRrMWC 9fVLLIX nF CIN9L9MACCNINXTS FIXLOn RI M[IdGM R m NADQn) AVpp UY p ICYNr3. Mld %1M3 AC MCtl34D'. nLTrA GOM `JWLa 9RXa110G[I!!R WrATA911PYLRT NYI. Mm A MXIMM Iuxrn oAau. AIO96Lt1rrA5TLPQ1 Ar eomBRn TorceT. 2. rGJn'AWI BLJFM.IDAMWMIMpcIQIIIM[IND DrlI[N XCIIR[Lr 1HfOM GACIJIO MXMM p 30 MG1[91. A A1R[NfJI SIWL BE CYAVAT[O NML my a 1NTn MC[ NO rx XILXC3 L @4MY m U[MT613 WDN%L1[IRM M MWQ. 4. LMM S/NDMDSRBNiI11 nLRRrMRKDIJS L9.AMR[AC9n ]I.Y[f.ILT TK[ 9nNL a[ rA91DED SCCUP6YMM LE°AOr[ 91CL CP m[ F0515 U°AX4 nuvadm MYSrWte Ar Iuor I N[H N2n. ne MIIe M Hoc WXw M MIT[ 9rWL dTDD MO m[ 1A91CIL A MMNM p 4 MCXtl AVD 9tWL NT anon MaRTnAx x IxmeABDNEM oaxu oxA.NDwRrAa. S. MT4lDND STRDnIX M1I[R rIaLK 91NLLDL9TMID ceM4D TO m[ lOIf2. Nn 3011✓�6CPmC IAyNC 9144 aC IXRNC61MOm[ iFMGM1. M rfaRle xWL xor DITD.o LlolxmAN se,llma AXw[ me anlANrL aRaLnn 9UPIFQ. M1Ta Mnac 91WL Nx IX 9rAPIm roe ®nxc rnm. c xrIIN nTRA9TRBNGrn M1TrarMFJC AInCIn9Lt raxxADxcnu9m.M WR 1Q,XRCRT rBRi MI.T IX pIAMARD. N SIKH A (.t9[. M nLTR rrmc D 9TA11ID oRw1®MmLrromc ro5nwml AuoMR FWNDDW w AaO.S Are Am»n. T. fIRRrNLAC TYe]IW1 NOfIX RNJVaJ aC[2m1rSLCP[14A X/9 P01 P9NINCNRY SrABYxtl. A nLTptrMPoC FCIC651WLIXnNtt ."Ie IM.mURIYMR[KX RNMALL AND AT 1 TDLY pgN6 r[GGL[p FNNrHL TAY Ra]nILD RWAP.i 31WL W N IMN UARLY. FILTER FABRIC FENCE DETAIL SGME: N. T.5 INLET SEDIMENT PROTECTION RnmWAYSaR WDUTE AFrJGAaLEw R STANd+RDSM�RMe ORMN SCNE:N.T.S. 5, THE ATED FACIUTRS SOWN ON M15 HE ARE R MNI " R . MESMCNTS FOR ANTICIPATED AOO ISSED SITE E tJMII OI15. WRNG MC C R ONDIJCDON P[RNED, rnEE AN FAOIRIE SMALL BE UPGRADED AS NBED[D TOR UN[YPECTCp 91EaiM MNTS AND TO ,I d d lrLS'JRt TTAT 5[OMENT ANp 5[DMEMLTD[N WATER DO NOT WVE ME SITE. I' � �•'I M NNTANE ED C AS NCIN�nCS TO f NMIME THEIR CONTINUED E UNCTO M RRGONTPICCOR MJD 7. TnE rC 5C ffXIUUn ON I W VE 51TC55HALL BE IN5RC M AND MNMAINCD A SECTION AA MINNIUM OF ONa A MONTH OR WTfH N ME 48 NIXIRS MO WNG A MAIOR STORM EVENT . N OVERFLOW CHANNEL NOT e. AT NOnMCSnuL cp DESCRIBED. SEE WSDOT WITH. AF"DCAUH CD PROTO PAVINGSTANDARD PLAN 1- 80.10 -01, L10[N WATER IMO ME DO TEMPORARY SEDIMENT 5- 5TPB U]E CONS RJC Cu -1 " TA I'_D ATT EBEGINNwGO SECTION B-B ° CONSTRUCTgN AND MVNTANr? rf °REJECT. ADDIIIONK TRAP, SECTION A. THE MRATN[AYBEHE FRRED LC .vR'_g5 ARE KEPT CLEAN rDR THE wRArIOx a Me PRDJEa (iuIFORwRY SPEOING I. 5TO meB SnAEL Be ETASuno wTm PLASTIC Co riu IG OR OTHER Arm*M DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 2. IN AM 5EN50K SEDIMENT IPAO ING FROM STOCK RTES MUST BE PoSInYELY FR[VCNIED. 2` 2 MIN 3. TOr5M SHALL NOT OF F D WHILE IN A FR02EN OR MJDDY CJJNCITION. WHEN THE Y IIADC 15 EXCE55MLY NET. OR WHEN COND1T. 5 MST THAT MAY OTHFNNSE W TYP. CROSS SECTION OF DETRMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. INTERCEPTOR DITCH 4. FRVAOUSLY E5TA505HED GRADES ON THC AREAS TO BE TOP501LFD 51HALL BE I T I MAIMA WD F[CO W TO THE APPROI I PLAN. SURFACE APfA DETERMINED AT RCP DP Y21R �I__ MIT:. O \9iRGM' MIN . 9 I'MIN. 3.5'-5' m f. FIAT BOIIOJ BEN 5'4• -1.Y rI'RDOL WASHED GRAVE\ G[O Dm F NOTE Pn PARn )RAF MAY BE rdA® BYBCRM OR BY u oR crn4•LrR rxCAVnnaN HYDR05EEDING: 1. SEED MIMURE BE APRIEC AT ME RATE RECAMMENOED IW ME MANUFACTURER 2. FOR SEED BfOS FWACD HTWEFN OOTOSCR 31 AND AFDL BO, ARAORAIG Or M SEEDBED WRL BE NCQ55 M M.G..GCOT[S M5. JUTE MAT. CHAR FUISTK COVERT NGI. 3. S MD WOO M.A NTCD BCTVEfN ANY I AND OCTOBER 31 WILL REOLHM IRRIGATION AN0 OTHER MAINTENANCE AS N[CE55ARY 10 FOSTER AND' ROIECT ME ROOT STRUCn U 4. BEFORE 5CCDING. INSTALL NEEDED SURFACE RIJNOF CONTROL MEA5URC5 SUCH A5 GRADNN T TERRACES. INTV C FI TOR DRCS. SWALES, BEVEL SPREADERS AND MDMDIT BRANS. 5. ME 5EEOB'D 5HALL N FIRM WITH A FAIRLY NNE SUILFAOC. MO NG SJRPACE RO'JGHENI NG. PERNMM ALL CULTURAL 01E 11ONS ACROSS OR AT RIGHT NVGV9 TO THE SLOB. G. rCRnL12BR5 ARE TO BE U ACCORDMG TO 5UPFLIER5 RCCOMMWDAnOLD. AMOUNTS USED 51IO.CD BE MNIMIID FSr[CINLY ADOCENT TO WATER BODE ANC WETIANpS. HORIZONTAL CONTROL: [RO5'.ON CONTROL 15 NOT MUTED TO THE ITEMS ON ME[ PLANS. M WA5HIN ON 5TATC FLAN[. CONTRACTOR 6 R MNS EM r TnC II AND MANRNWQ v[RTN;A! DATUM SCUM 2CNC BETE TCHPN OF All CRD" ION CONT� MEASURE. NO SILTATION Of DD511NG OR NGVD 25 4 PROPOSED DRAINAGE FACILITIES SHAH BE A OWED. CARS BE F[RTHUR570" THURSTON COUNTY HIGH IA N IC'RfYE1.'T MI; l ION OF 5'.15 TO OFF99f PRDPfUln OOUNTY HI PR-`C 90N NfT''40RF 'RECISION NE?Y,oRK ti k 1191 Oil I a Kll b m � v V g To N Z 0 N J y Lu ch f in 2 cc U)p Ir F W Q ~ a 0 O_ H G-4 SURFACE APfA DETERMINED AT RCP DP Y21R �I__ MIT:. O \9iRGM' MIN . 9 I'MIN. 3.5'-5' m f. FIAT BOIIOJ BEN 5'4• -1.Y rI'RDOL WASHED GRAVE\ G[O Dm F NOTE Pn PARn )RAF MAY BE rdA® BYBCRM OR BY u oR crn4•LrR rxCAVnnaN HYDR05EEDING: 1. SEED MIMURE BE APRIEC AT ME RATE RECAMMENOED IW ME MANUFACTURER 2. FOR SEED BfOS FWACD HTWEFN OOTOSCR 31 AND AFDL BO, ARAORAIG Or M SEEDBED WRL BE NCQ55 M M.G..GCOT[S M5. JUTE MAT. CHAR FUISTK COVERT NGI. 3. S MD WOO M.A NTCD BCTVEfN ANY I AND OCTOBER 31 WILL REOLHM IRRIGATION AN0 OTHER MAINTENANCE AS N[CE55ARY 10 FOSTER AND' ROIECT ME ROOT STRUCn U 4. BEFORE 5CCDING. INSTALL NEEDED SURFACE RIJNOF CONTROL MEA5URC5 SUCH A5 GRADNN T TERRACES. INTV C FI TOR DRCS. SWALES, BEVEL SPREADERS AND MDMDIT BRANS. 5. ME 5EEOB'D 5HALL N FIRM WITH A FAIRLY NNE SUILFAOC. MO NG SJRPACE RO'JGHENI NG. PERNMM ALL CULTURAL 01E 11ONS ACROSS OR AT RIGHT NVGV9 TO THE SLOB. G. rCRnL12BR5 ARE TO BE U ACCORDMG TO 5UPFLIER5 RCCOMMWDAnOLD. AMOUNTS USED 51IO.CD BE MNIMIID FSr[CINLY ADOCENT TO WATER BODE ANC WETIANpS. HORIZONTAL CONTROL: [RO5'.ON CONTROL 15 NOT MUTED TO THE ITEMS ON ME[ PLANS. M WA5HIN ON 5TATC FLAN[. CONTRACTOR 6 R MNS EM r TnC II AND MANRNWQ v[RTN;A! DATUM SCUM 2CNC BETE TCHPN OF All CRD" ION CONT� MEASURE. NO SILTATION Of DD511NG OR NGVD 25 4 PROPOSED DRAINAGE FACILITIES SHAH BE A OWED. CARS BE F[RTHUR570" THURSTON COUNTY HIGH IA N IC'RfYE1.'T MI; l ION OF 5'.15 TO OFF99f PRDPfUln OOUNTY HI PR-`C 90N NfT''40RF 'RECISION NE?Y,oRK ti k 1191 Oil I a Kll b m � v V g To N Z 0 N J y Lu ch f in 2 cc U)p Ir F W Q ~ a 0 O_ H G-4 ti k 1191 Oil I a Kll b m � v V g To N Z 0 N J y Lu ch f in 2 cc U)p Ir F W Q ~ a 0 O_ H G-4 ��wPeen uxeo.Pl sP.arasm F PARK SEC.23, T1 7N, R1 E, W.M. ss RNU r I 385 F I I 1 r r - NEB'S019M'- 065.9) i �"I' j PRA O b 296 207 206 205 201 263 3M I as1 � 594946 I I 10 594699 0 1 1.03. .13 �1 vI I 331 326 I 303 I, Mlz l I 210 211 R 213 399 M 216 393 327 395 396 397 396 Y 333 328 CURVE TABLE i 361 392 ',1 295 25] O 334 925 N CT oFLU MMUa llxnTx TNIMIHT w � 336 3z4 360 I I p y. MS i I 33e 323 ROAD LM: ROAD D L 5 .. - �7 ;I 332 322 _ I I 3T9 I 336 321 I 329 i 6] 092B5Y I 339 320 2fi5 ' Icy i 244 i 37 4 1 i 340 319 I 376 R ry 1 'j 341 316 375 , 342 9U j 313 316 1 ov ' 3]70 4 I NWk Inc SEC.23, T1 7N, R1 E, W.M. ss RNU r I M MMT F I I 1 FABTNM 2 yyB'yy��.28' NEB'S019M'- 065.9) M3 �"I' j PRA O b 296 207 206 205 201 263 202 � 201 06 A3"1.B9 M7 594946 110]34.Ss I 10 594699 0 1 1.03. .13 59968].5 vI M 0 594938 . OGBEZ.63 1 Mlz l I 210 211 R 213 399 M 216 393 390 395 396 397 396 Y CURVE TABLE I 392 295 25] 243 I N CT oFLU MMUa llxnTx TNIMIHT w 1 ROAD D L 5 .. - �7 .i VICINITY MAP - ROAD G - — - EMSTING O Q DIV.3&4 DN.384 Q '1 229 226 22] 226 225 ?24 223 2Y2 221 229 219 ' 1 � ®v CAST IN VL4CE 1 I s _ ^� MONUMENT me w NOTE 230 231 232 233 2MI 235 236 232 239 239 240 orco _ Lls_ MI II III, P BucN0. T re110' rJICE MII 1• , IA6NUM[MGONSTRIIL ( pN NS ALLm °RI5 l roRl4L4 B ROAD F !1 Mlo R . 1 269 PG6— _ 259 241 1 COORDINATE TABLE M MMT NORTMW FABTNM 2 594 B 106,56].35 M3 �9. T/ I 209 296 207 206 205 201 263 202 � 201 06 A3"1.B9 M7 594946 110]34.Ss M9 10 594699 0 1 1.03. .13 59968].5 vI M 0 594938 . OGBEZ.63 Mlz l I 210 211 212 213 214 215 216 217 210 i I VICINITY MAP - ROAD G - — - EMSTING O Q DIV.3&4 DN.384 Q '1 229 226 22] 226 225 ?24 223 2Y2 221 229 219 ' 1 � ®v CAST IN VL4CE 1 I s _ ^� MONUMENT me w NOTE 230 231 232 233 2MI 235 236 232 239 239 240 orco _ Lls_ MI II III, P BucN0. T re110' rJICE MII 1• , IA6NUM[MGONSTRIIL ( pN NS ALLm °RI5 l roRl4L4 B ROAD F !1 Mlo R . 1 269 PG6— _ 259 241 1 COORDINATE TABLE M MMT NORTMW FABTNM 2 594 B 106,56].35 M3 �9. T/ 0693990 Ma s9a.36.9 os 5]].o9 MS 595093] O6A91.SS M6 594.955.]6 06 A3"1.B9 M7 594946 110]34.Ss M9 10 594699 0 1 1.03. .13 59968].5 V],309.]2 M 0 594938 . OGBEZ.63 Mlz m h = z g g a y 2 > 0 0 ¢ 1 270 26I 0 256 242 0 m 3 Q a I a F W CURVE TABLE 295 25] 243 I N CT oFLU MMUa llxnTx TNIMIHT w 1 6] 092B5Y j PARK 2fi5 ' Icy 256 244 i � � O 1 ov ME NWk O I ® XOW]OMAL WNIROL F 260 .28' 245 1 wPSnlx6row sTAie P1AVe, 272 2� Y[RTGL WPUM 9JNrI ZONE P5Ri6MPH 3B' MATCNLINf -Sff SNffT G -6 zB' x6M0R9 4 awa s6'WW reRmursrox muRSroN mum nlcn n1 PSIp N WO PRLCEOX NPMOM Gs 511@T j_Of 59 I 373 372 371 I I � I 3Ee I ss7 388 I as4 383 I / SE0.23, T1 7N, R1 E, W.M. rxOrERrvLwE mn 1 1 PRnrosm 1 �M1 1 i�� M 17: -4 I 1 353 303 \M I I 301 300 298 298 297 46 295 291 293 292 291 290 I B LINE TABLE WINE BEARING 26'¢6 LI NG'4Y49'L MATOI LINE -5EE 5NE5T G5 MI3 N14941 — L3 e 5 14 u97°2T2rw s1. L5 I 273 L6 233 I 470.57 ' '.i xeaml1 246 L I L 89•Itll qa b 345 314 i LIS d 499.6T L 6 N89° 0 256.03' I 24 21.59' M2A 593683.42 .O> M2 0 1,107,303,33 M26 1 593 B3 .25 1.11.3D7 W > 247 O C? ; I Q 1 274 262 Q 253 ¢�¢ K W 34fi 313 I+ w � 4 243 Q� - 2 1 275 231 o g i ? 252 248 lI 347 312 ( VPNGpMTW 9DIRX 2CN[RRTCXPN 1 IryI ThP�SW LOIIHM1NIGN D NG y,yT P TNVRSTON LOxMY111GX W NE1WCRf C 278 238 / PRECISION N[IN9RR V 9 251 250 j 1 SI[R 7 348 311 ___ —_ \_ ROAD E _ . L ] - _ . -t9-0i 319 310 _ 1 J 1 350 309 277 278 219 288 281 =1 283 234 285 288 287 288 289 MI6 EXISTING 351 308 I vl DN.3 S 4 �q15 � M 17: -4 I 1 353 303 \M I I 301 300 298 298 297 46 295 291 293 292 291 290 I B LINE TABLE WINE BEARING DMTANCE LI NG'4Y49'L 100 MI3 N14941 — L3 e B09' 14 u97°2T2rw s1. L5 NI °9P43•f 10136 L6 N °gd43'f 470.57 ' MIB xeaml1 x4.77 L I L 89•Itll qa b M20 1 1,106.910.66 LIS d 499.6T L 6 N89° 0 256.03' L > N BY tl 21.59' I I I M25 - ' �` 4 RARN ROA I 355 305 301 303 382 �m u1 V mmac. ROAD C L o - .. - i' 1 WELL I CITY OF WELL y1 WELL NtEA 1 1y� RWO A Sin = Oi]3 W 382 381 380 359 358 357 358 gP�GINING OS PRGIELP I 1 M22 J I 9 34 1 —_ 3'__— __— __— __— __— ___________ 959 14455 -989 94 .. TAHOMA BOULEVARD .___— _— _— _— _______— _ �I FUTURE DIV. 7 8 8 VICINITY MAP COORDINATE TABLE MONUUMINT NO UNO EASTOIO g g 593 5 %69 .I 6.53].92 MI3 59396].01 I,IO6,BW.BS M19 593,964.10 1,10 >,MA.B5 MIS 593.960.89 I,10].2D6.9> MI6 593.86648 O5B5 MI] 593.838 49 1.10 . O6.[O]94 MIB 593.]6130 IJMW MI9 593.112.55 7.13 I.1] .IO6,BJJ M20 593,611.31 1,106.910.66 M21 593,593.29 1.106.910.40 M22 593493.30 .06.90889 M23 593 626 9] 1 bl0 2.09 M2A 593683.42 .O> M2 0 1,107,303,33 M26 1 593 B3 .25 1.11.3D7 W °n N a CURVETABLE _ CURVE DELTA TAGUS LENGTH TANGENT cl 30.711 16294 pB.S% 9641' C2 9 °4441" 165.W 2805 Iq,OJ' —HA 29.23'24' 165.W 04.64' 43.27 ' L3 C4 21-165V 120,7T c F $ a S p g g LB 7 °0bP 6 b BJ.94 m 9P1154' N Z Z g o a > g C? ; E Q ¢�¢ K W w � 2 o g i IIORI30NiPL COMROL. II wnznw6rox snre Pl.wc la- VPNGpMTW 9DIRX 2CN[RRTCXPN ThP�SW LOIIHM1NIGN D NG y,yT P TNVRSTON LOxMY111GX W NE1WCRf C PRECISION N[IN9RR V 9 SI[R 7 a 54 m. 3]600 B6V .358.25 iW .3]6.00 0n' � 350.50 rN . 376.00' My 3GO I 1 O h38675.w PING DRAIN (GREEN) ft- X50 CURTAIN DRAIN ' INGE) CLEANOUTS 363 E.v. 31.5o rw av: 3e1.w 302 30n a rl rID nv: n7.50 3,6 7 380 rw nv: 378.50 �W -4 Y 'w.3B3.00� �I .,.- 382.25 rw [3vTYl,50 Pwa %1.50 II I � IA. CURTAIN DRAIN NETWORKS GROUPED BY COLOR FOR CLARITY OF m:= m 307 I 368 W nv: j hv: 576.'A 31150 CLV. 379 O2 ' r 376 rw av: 3e1.w 30n a rl rw . w rw 99 7e.w 206 2 rI➢RV73D1 50 P i CURTAIN DRAIN NETWORKS GROUPED BY COLOR FOR CLARITY OF m:= m 307 I 368 W nv: j hv: 576.'A 31150 SEC.23, T17N, R1E, W.M. INSTpLLPCRMINCNf B�RRDfJ�DCS Pflt MA L. 5@ 0l.G. R -16 CLV. W 1,60 DRAINAGE FROM LOTS 396, 397, AND 398 CAN BE DIRECTED TO TWO LOCATIONS: EXISTING CATCH BASIN 76 IN DIVISION 3 & 4, OR ACROSS THE STREET TO CATCH BASIN 56. 1 lj j I I1y ` \, t r I I\ 376 w / ew. 372. 1. nen \ - _{'____''_ -± �4 - __ •.v CT'Cf3HM SOME CATCH BASINS SHOWN ON TESC SHEETS MISSING FROM THE GRADING PLAN SHEETS -_ ---- 1_. -J 1 , - 391 392 393 394 395 396 397 398 I Y onv w hv: rw 0.V: rw nV: rw nV: Pw hV: YM, flv: Pw nN Pw [LV: I Q S]J.SO 37CW 3'M.50 374.50 3J4.'A 379.50 57." 9'12w� 1 - - -onen n- - - - I CLV. 379 O2 30n a 32 rw . w rw 99 7e.w 206 2 2D7 2 206 1 1 205 2 204 2 203 2 2D2 2 201 p p6nuc toNrWl rl�uv: 2 rw nN, P Pw nV: P PIO nV: P Pw [LY. P 331 328 [. RRP. r!'TT A55LA Q 300,50 r Pw WV 3703 III MV; 379/A I 316.50 3 31650 3 305.50 I 371.50 3 304.50 C C/1FIr CCNldli l 3 0 r elElrms4rr+erns rw n332 rwn327 IN I '{ my fiW." t rw ¢ §T3 NO I / _ MO. 37DW E1,w L III rw IW2. I nv. 3el.ar 1_. n359Bnsc 3v24 �• rw rw 9el.w ttV. 379.% rw nV: b0.50 m n329391.'A Ya I rw av 7 el3o - reonv322w.w 0 �yf 338 321 I + Pw W..w rwnV..ww 1 3 _ I irw 321-�, nL:391.w Pape IF uv a �342 hvv,w.w 317 a11"I 5C 1wmv; SEC.23, T17N, R1E, W.M. INSTpLLPCRMINCNf B�RRDfJ�DCS Pflt MA L. 5@ 0l.G. R -16 CLV. W 1,60 DRAINAGE FROM LOTS 396, 397, AND 398 CAN BE DIRECTED TO TWO LOCATIONS: EXISTING CATCH BASIN 76 IN DIVISION 3 & 4, OR ACROSS THE STREET TO CATCH BASIN 56. 1 lj j I I1y ` \, t r I I\ 376 w / ew. 372. 1. nen \ - _{'____''_ -± �4 - __ •.v CT'Cf3HM SOME CATCH BASINS SHOWN ON TESC SHEETS MISSING FROM THE GRADING PLAN SHEETS -_ ---- 1_. -J 1 , - 391 392 393 394 395 396 397 398 I Y onv w hv: rw 0.V: rw nV: rw nV: Pw hV: YM, flv: Pw nN Pw [LV: I Q S]J.SO 37CW 3'M.50 374.50 3J4.'A 379.50 57." 9'12w� 1 - - -onen n- - - - I I i q 21D 211 212 213 214 I 215 217 210 rwaw rw avr r+c nr rw nv Pro ay. rwn av: rw nv: rw ml: ! M.Dp 97930 379.50 379.5'! 378.50 371.50 snL 3.6 .50 - _'ROAD G- 376 30 I DIV. 3 81,1 227 226 225 224 223 1222 221 220 219 rID 0.V: rw nN Pw aYr Pw aV: Pw6V: Pwn'J vgJPLV: PIDhV: PLO aV: 9p2.50 99x.50 191.50 b3.50 3BD.50 379.50 3' °,W 378.93 37.501 1 1 230 231 232 233 234 235 236 237 236 239 240 rw wu: rw nv: rwm: rwnvr rw av: rw nm #rw nv: rw av rao av: r.n nv: x.,40 3y.5p 295.50 382.50 302.SD 384501 382.501 3DI.'A 9DI.30 381.50 9E0 °A 379.1, ROAD F/- -:!%- - ! 1 rw V:WH rw av�0e w MATCH UNE - 5EE 5HEET R 2 IMND IN Tne MISSING CATCH BASIN, BASED ON TESC SHEETS G -2 AND G -3 APPROXIMATE LAYOUT OF FOOTING DRAIN (ROOF DOWNSPOUT TO SUBGRADE)AND CURTAIN DRAIN TO CATCH BASIN FOOTING DRAIN CLEANOUT MANAGED BY RESIDENT CURTAIN DRAIN CLEANOUT MANAGED BY CITY j r2.. 259 241 242 vy 3Bl.w ue Sea Q 0 w a w O rwa5iw.w Pwu °.979.50 DRAINAGE FROM LOTS 216, 217, AND 218 CAN BE DIRECTED TO EXISTING CATCH BASIN 58 IN DIVISION 3 & 4. DRAINAGE FROM LOTS 222, 221, 220, AND 219 CAN BE DIRECTED TO EXISTING CATCH BASIN 57 IN DIVISION 3 & 4. IF CATCH BASIN 71 IS PLANNED NEW CATCH BASIN (UNCLEAR FROM TABLE ON SHEET R -12, BUT APPEARS TO BE SOUTH OF LOT 218), DRAINAGE FROM ALL SEVEN LOTS CAN BE DIRECTED TO CATCH BASIN 71 INSTEAD. h�p F eEi b Ri r�x$ a m 95 z z o Z D s > mp ; d C F3 w W uP Q 0 0 a R -1 CLV. 379 O2 SURVEY NOTE: 206 2 2D7 2 206 1 1 205 2 204 2 203 2 2D2 2 201 p p6nuc toNrWl rl�uv: 2 rw nN, P Pw nV: P PIO nV: P Pw [LY. P Pw.W I I�` ryD nP. P PaD PLV R RRP. r!'TT A55LA 300,50 r sw.50 3 3"r. I I 316.50 3 31650 3 305.50 I 371.50 3 304.50 C C/1FIr CCNldli l 3 I 3 elElrms4rr+erns I i q 21D 211 212 213 214 I 215 217 210 rwaw rw avr r+c nr rw nv Pro ay. rwn av: rw nv: rw ml: ! M.Dp 97930 379.50 379.5'! 378.50 371.50 snL 3.6 .50 - _'ROAD G- 376 30 I DIV. 3 81,1 227 226 225 224 223 1222 221 220 219 rID 0.V: rw nN Pw aYr Pw aV: Pw6V: Pwn'J vgJPLV: PIDhV: PLO aV: 9p2.50 99x.50 191.50 b3.50 3BD.50 379.50 3' °,W 378.93 37.501 1 1 230 231 232 233 234 235 236 237 236 239 240 rw wu: rw nv: rwm: rwnvr rw av: rw nm #rw nv: rw av rao av: r.n nv: x.,40 3y.5p 295.50 382.50 302.SD 384501 382.501 3DI.'A 9DI.30 381.50 9E0 °A 379.1, ROAD F/- -:!%- - ! 1 rw V:WH rw av�0e w MATCH UNE - 5EE 5HEET R 2 IMND IN Tne MISSING CATCH BASIN, BASED ON TESC SHEETS G -2 AND G -3 APPROXIMATE LAYOUT OF FOOTING DRAIN (ROOF DOWNSPOUT TO SUBGRADE)AND CURTAIN DRAIN TO CATCH BASIN FOOTING DRAIN CLEANOUT MANAGED BY RESIDENT CURTAIN DRAIN CLEANOUT MANAGED BY CITY j r2.. 259 241 242 vy 3Bl.w ue Sea Q 0 w a w O rwa5iw.w Pwu °.979.50 DRAINAGE FROM LOTS 216, 217, AND 218 CAN BE DIRECTED TO EXISTING CATCH BASIN 58 IN DIVISION 3 & 4. DRAINAGE FROM LOTS 222, 221, 220, AND 219 CAN BE DIRECTED TO EXISTING CATCH BASIN 57 IN DIVISION 3 & 4. IF CATCH BASIN 71 IS PLANNED NEW CATCH BASIN (UNCLEAR FROM TABLE ON SHEET R -12, BUT APPEARS TO BE SOUTH OF LOT 218), DRAINAGE FROM ALL SEVEN LOTS CAN BE DIRECTED TO CATCH BASIN 71 INSTEAD. h�p F eEi b Ri r�x$ a m 95 z z o Z D s > mp ; d C F3 w W uP Q 0 0 a R -1 ROAD F/- -:!%- - ! 1 rw V:WH rw av�0e w MATCH UNE - 5EE 5HEET R 2 IMND IN Tne MISSING CATCH BASIN, BASED ON TESC SHEETS G -2 AND G -3 APPROXIMATE LAYOUT OF FOOTING DRAIN (ROOF DOWNSPOUT TO SUBGRADE)AND CURTAIN DRAIN TO CATCH BASIN FOOTING DRAIN CLEANOUT MANAGED BY RESIDENT CURTAIN DRAIN CLEANOUT MANAGED BY CITY j r2.. 259 241 242 vy 3Bl.w ue Sea Q 0 w a w O rwa5iw.w Pwu °.979.50 DRAINAGE FROM LOTS 216, 217, AND 218 CAN BE DIRECTED TO EXISTING CATCH BASIN 58 IN DIVISION 3 & 4. DRAINAGE FROM LOTS 222, 221, 220, AND 219 CAN BE DIRECTED TO EXISTING CATCH BASIN 57 IN DIVISION 3 & 4. IF CATCH BASIN 71 IS PLANNED NEW CATCH BASIN (UNCLEAR FROM TABLE ON SHEET R -12, BUT APPEARS TO BE SOUTH OF LOT 218), DRAINAGE FROM ALL SEVEN LOTS CAN BE DIRECTED TO CATCH BASIN 71 INSTEAD. h�p F eEi b Ri r�x$ a m 95 z z o Z D s > mp ; d C F3 w W uP Q 0 0 a R -1 MATCH UNE - 5EE 5HEET R 2 IMND IN Tne MISSING CATCH BASIN, BASED ON TESC SHEETS G -2 AND G -3 APPROXIMATE LAYOUT OF FOOTING DRAIN (ROOF DOWNSPOUT TO SUBGRADE)AND CURTAIN DRAIN TO CATCH BASIN FOOTING DRAIN CLEANOUT MANAGED BY RESIDENT CURTAIN DRAIN CLEANOUT MANAGED BY CITY j r2.. 259 241 242 vy 3Bl.w ue Sea Q 0 w a w O rwa5iw.w Pwu °.979.50 DRAINAGE FROM LOTS 216, 217, AND 218 CAN BE DIRECTED TO EXISTING CATCH BASIN 58 IN DIVISION 3 & 4. DRAINAGE FROM LOTS 222, 221, 220, AND 219 CAN BE DIRECTED TO EXISTING CATCH BASIN 57 IN DIVISION 3 & 4. IF CATCH BASIN 71 IS PLANNED NEW CATCH BASIN (UNCLEAR FROM TABLE ON SHEET R -12, BUT APPEARS TO BE SOUTH OF LOT 218), DRAINAGE FROM ALL SEVEN LOTS CAN BE DIRECTED TO CATCH BASIN 71 INSTEAD. h�p F eEi b Ri r�x$ a m 95 z z o Z D s > mp ; d C F3 w W uP Q 0 0 a R -1 ROADS !.V 343 rw ¢V:"Im 374 Pw ¢v: 331.w l rw a vl w w mv, 373 I t Pw ¢v: WR.w P 1 rw nv 63e2,55 Ma r13 .5o j R !.I - -- I rw a3 a .w i 346 313 I' .I Pw e.v: 3e2.w rw ¢v3a3.w I 4 Pw rw mlw li 347 312 nV: 302 SO Iw 4V: 352.50 0 1 TW- 399.OJ Pw 3703 50 `.� Pw MV26 .w rw mv. W.w TW - 3e4.ao 0 - 'w- 390.OD� rw ¢nM5o 38. )W3G9 Pwav'3w PwaV2w f n356'A350 rw av1:3e2so Pw PLV:3 W I I rw nv6ia3» Pwav ml.w 367 l -_ MRm G.W rw¢v:�3.w rwaV4Wl,w I I I wf366535a 353 306 TING DRAIN (GREEN) 5 rw PLv 3e2 5o CURTAIN DRAIN - - LNGE) CLEANOUTS ass wf3 3e3.W - Muv ran : P305 EL: ran : rw�av: 3e2.w 3e:.w . 3]sw 3)e.w m SEC.23, T1 7N, R1 E, W.M. - SEE 5hE[T R- I 362 361 360 359 263e2.50 61I:3RK lw OPEN E_ 272 264 rw ay.5035o rw nv 3el.w 273 263 Pw aV U2.50 Pw GV: 3lO.Sa 0. 6in,w 2263ra.50 Iw0.:3eP.%0 Pw 3R.w ' a M LWWPw rwe6i ».w MV79015. 2V663 Pw Pw a' » .w � [Lv. 301.50 277 278 Pw MY: rw mv: 360.50 3w.w 1 1 I _ 1W - 374 GD °jB \- 3]3.0D 4''� rW - 9]400 . �-972.00 / W - 375M w 371.50 9 362 361 360 359 358 357 M MWSM5o Pw ¢r: 30150 Pw f W: 3Mw Pw aV: 5».w rw 6V: 3».w rw ¢V: 3w.w rw av: 3n.w TW - 3w.25' 5 ».w EL 371 A 3]].w.3nw 0. 6in,w SI5.w w 9W - 3)5.00 3R.w ' a MY:3 495.w rw Cw a 1W - 374 GD °jB \- 3]3.0D 4''� rW - 9]400 . �-972.00 / W - 375M w 371.50 9 244 MD +!»30 Pw &V PI10E- OPEN 255 mvai]� M MWSM5o rw e.w 295 rw ¢n 264 Pw¢V� .w rw e.w ran av 5 ».w EL 371 A 3]].w.3nw 0. 6in,w SI5.w w 485.w 3R.w ' a MY:3 495.w rw Cw a 50 Pwn6in.w FOOTING DRAIN Jv2 284 2 rw Vw3)6,w 9)5.59 ^ F ITYOFY WELL AREA ;ta DRAINAGE FROM LOTS 243 AND 244 CAN BE DIRECTED TO TWO LOCATIONS: EXISTING CATCH BASIN 69 OR 70 IN DIVISION 3 & 4, OR CONNECT TO DRAIN FROM LOTS 245 THROUGH 250 AND DRAIN TO CATCH BASIN 60. I I �,. -T- anal rPUl L..�1 I SURVEY NOTE: I wsTING eoxtouR DATP, s risen ON uDAR DATA rzovo[D TO OF FOOTING DRAIN 306 299 298 297 296 295 rw ¢n rw ew: rw nv: rw ¢v: rw av: ran av 5 ».w 9]0.w 3]].w.3nw 9n30 SI5.w ^ F ITYOFY WELL AREA ;ta DRAINAGE FROM LOTS 243 AND 244 CAN BE DIRECTED TO TWO LOCATIONS: EXISTING CATCH BASIN 69 OR 70 IN DIVISION 3 & 4, OR CONNECT TO DRAIN FROM LOTS 245 THROUGH 250 AND DRAIN TO CATCH BASIN 60. I I �,. -T- anal rPUl L..�1 I SURVEY NOTE: I wsTING eoxtouR DATP, s risen ON uDAR DATA rzovo[D TO OF FOOTING DRAIN cPrr. NPR Peslmlrs NO ReSrorvslelunroRm [nccuRACv gg me m[ cOMOLRS. UJaMrtrtq AND W W _ IFii -1 It¢GIR55[N6Tn9MAVDIPIRR PROM WK W9EK Ir m! oirm r-P D09TMGCON1WR91'OIINO IN irt[A[LD DIR[R PFDIA THE I lLV. 3]3.IT OOAR PAY TD U5. 15 ADNS® TO CONPIRM I TO TO5TT TIN ¢05IwG CONTOURS PRIOR i05inRTING CONSTRUCNCN A30 ORDWNG MATDU>L CURTAIN DRAIN TO r72m: ' a a 3R.w ' CATCH BASIN EXISTING �RR >» a DIV. 3 &4 MISSING CATCH BASIN, BASED ON TESC SHEETS G -2 AND G -3 I _ . I TAHOMA BOULEVARD t> W-3J4'n FOOTING DRAIN AND PM'- 3]000 CURTAIN DRAIN NETWORKS GROUPED BY APPROXIMATE LAYOUT �� 5, OF FOOTING DRAIN gg (ROOF DOWNSPOUT TO SUBGRADE)AND�� CURTAIN DRAIN TO a a CATCH BASIN FOOTING DRAIN CLEANOUT MANAGED BY RESIDENT rn z CURTAIN DRAIN N z CLEANOUT MANAGED BY > CITY 3 CATCH BASINS APPEAR TO BE o SPACED GREATER THAN 300 FT ir APART BETWEEN THE FOLLOWING Lu LOTS: o - 356 & 361 (SOUTH SIDE OF ROAD C) - 277 & 289 (NORTH SIDE OF ROAD E) - 311 & 320 (WEST SIDE OF ROAD A) Dw . R -2 SEC.23, T17N, R1E, W.M. 22 V. :230 2 QRDIOa9tA 13.03.16 3 a5�0.WA r4T .19 QW'OPSi/. 12b W.W F.:9 O fj Ypap A- 5iA14.5572 21 V. 1250 8 f,Nlall. Sm ZW.ww 21 W. SZ TIT( + m 60V 12.50 _ 05 -00291 FT- ROADC C, rOU4- ST111."w I 9QL 4 G4D/00 -5ie 93.2f D3 R-:9 SC Rw ` _L _ 2 N Eb ! S nYJ :2'3p =O ' a `ay . • ','. T III r r I N C ALLEY II11��_564m' m 1 = a ^ s[[lauv R-ia ROADE ' < tl a A \` ROAD A a0 IaxR�' f^'FI �Z G .y 81x a® N6 scal[ STORM DRAIN CATCH BASINS RAM T.pE 1 SPTION 0r.5ET RIM LE. IN IL OUT o 81 4 2-46' 10+73.00 22.67 RT 369.25 - 365.62 w_ TWEI 1I +36.00 4 Ilk 367-06 395 �� TYPE2 -48' KEY MAP 22.00 RT 371.86 367.60 .I A TVPEI 12+20.05 12.00U p 30395 3]1.95 371.95 _ _u✓-i TT4 I 12 +25.67 12.W LT 376.06 372.00 972.06 6 TYP[ I 13+60.00 12.W V g 374.90 374.90 zai TYP[I 13 +60.W 12.WRi 379.01 - 375.01 8 TTRI 16.34.62 10.00 LT w - 390 oz WO ¢I m __. uN1 _ .. -�._.. M ___ TN 12.71. nv, 511 301.7 . _ ^ $ 10 lYP[ 1 16 +60.0] 15.07 Rr ME 1 ' F 390 379.95 caaP.< TYP[1 52 +6740 12.W LT 373.63 369.64 369.W TYPE 2 -4C 53 +67.06 12.36' LT 373.58 vn slA: wlc3m mmy: 23A • T FE 2 - 4& 53 +6706 12.29' U 373.57 367.85 367.85 57 TYPE IL i 120 +35.52 IO.W LT 960.65 376.65 37665 E5 385 xs.w apv rOM KA: lO.5r�2 IB.WRT 5 -b. r1p6R 376.05 376.05 15(22 �y ^.y 23.71 -RT 360.93 365.62 365.62 ui 385 __ co �p O n = W xC HOFJ20NTAC L C Tr i rwsH 4RAfT Wl INGTON 5TAT[ FWIE. I-- 380 i 63 1 g �� y ' + .ug.+ _ % Wn WNyAIF 371 i Sg5- OO ..2'S0. IITr V I� MV. Y50. �J WMLOP'3�.40 Sa+ L��i 375 _ _- '4a � .00Sa 5 -DOOSZ rtm - -- --- - - -' ^rzso - _ `-. -__ 375 _ [` s�.02x [!TT Iz SD n7M 370 zz 2; 1 2R:9. 90[:374. 6.9 Tp. W3.IY, _...__ _ _ (GNN[CDISN9Wr.IKa(1':1 63U.. �T< a PMM iO•: 3PI� P - - _. TNE.2 +P u iLn 645NCexrtttO 1 I Y °.R"M 37C TT365 365 M' MSieu'ltnT! GIXILQO Itl IOW U4C CMq ro vcRry '.zb a 6'SRFTp: 370 _rorwnw,• STDUI ql Nxz L. 2 0 K, 36icr s a052 FTTr' i 8 SxD . PwVT[T. ae7 �> all rROroseo mn 360 ' C Y TW 3' 1 fY5 -- msnMS �- - No n+n - ! 360 -CSTP K s 8 355 - m A E m n ...'a g Ala A 355 9 +50 10 +00 10 +50 11+00 1 1+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15+50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 STORM DRAIN CATCH BASINS RAM T.pE 1 SPTION 0r.5ET RIM LE. IN IL OUT • I 4 2-46' 10+73.00 22.67 RT 369.25 - 365.62 w_ TWEI 1I +36.00 1 2200LT i 367-06 r 3 TYPE2 -48' KEY MAP STORM DRAIN CATCH BASINS RAM T.pE 1 SPTION 0r.5ET RIM LE. IN IL OUT • I 4 2-46' 10+73.00 22.67 RT 369.25 365.62 365.62 2 TWEI 1I +36.00 1 2200LT 3]1.66 367-06 367.86 3 TYPE2 -48' 11 +36.00 22.00 RT 371.86 367.60 367.60 A TVPEI 12+20.05 12.00U 375.82 3]1.95 371.95 5 TT4 I 12 +25.67 12.W LT 376.06 372.00 972.06 6 TYP[ I 13+60.00 12.W V 3]9.01 374.90 374.90 7 TYP[I 13 +60.W 12.WRi 379.01 - 375.01 8 TTRI 16.34.62 10.00 LT MIM - 377.80 9 TYPE2.44E 16 -34.62 15.07 Ri 301.7 377.69 377.69 10 lYP[ 1 16 +60.0] 15.07 Rr 303.95 - 379.95 22 TYP[1 52 +6740 12.W LT 373.63 369.64 369.W 29 TYPE 2 -4C 53 +67.06 12.36' LT 373.58 LLJ 23A • T FE 2 - 4& 53 +6706 12.29' U 373.57 367.85 367.85 57 TYPE IL i 120 +35.52 IO.W LT 960.65 376.65 37665 E5 TYPE IL 120 +72.77 IB.WRT 360.05 376.05 376.05 15(22 TYPE 1 10+57.16 23.71 -RT 360.93 365.62 365.62 8 R� e • OVERBUILD ON I50511NG 5XW UNE- (MATCH LE S)) 4 j q �t NOTES. I. REFERENCEd[AW NGS R R- 17 POR ROADWAY SEGiTOIS AND PANNG °RAY" b -161 D[TNLS. R-4 X411 �o -m 2. RERR[NC[ DRAV.INS R -19 MRU R -21 1 INTERSECTION AND TWEIC 3 m CALMING OETNL9. LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO b CLOSEST CATCH BASIN." 4 3. ' nw W -I I, 9 -1 THRJ9 -I4 LL1 •U -2 FOR eA ERMOS.DRARINGSw-I WATER AND S.i,[P. 1NrORANTION, 55 ppO 4. ROOf ORNNS SHNt BE NGnTUNM t0 ORNRLL$ AND BE PLACED ON INDIVIDUAL LOTS FOR ME STRUCTURL S[RV[D. ORW.LLL99nALL DE 91ZEp TO O �COMOpATE StCWA RUNOFF IN NLCORDANCE YATn CffV OF YELM (i i oARIr. g 5. ALL 5TORM DR,NN PIPING 9 L M ADS N -12 UNLL55 51MDFICNLY W 10ENTINEDTMMIN MSEI,M R. MMLE T6 IWICATEDAZr TOCENTEROF CATCH UA51N5 AND R N= TO inE NENtE9T POOL. Q G. REFERENCE D'U%1N G -5 a G6 POR ROADWAY HORI2 4 GEOMETRY 'O Z [n 7. TO FROTECT DRNNAGE R_"TENTIOM1 FAOUTI15 FROM 5EDMENTATION. THEY Z 4 H SHALL NOT M M*-CTED TO ME STORM CONVEYANCE 5Y3TEM UNTIL SITE Q Q LL WORE, ROAD. VILrin, ° W"ENT fR09;011 CONTROL MEA FU5. MD U) IAND3UEING ARE IN MACE IN 7S MINJTARYA ABOV[ THE FPLILnY LLJ > 0. ALL GTGn BASIN GRATE ELEVATIONS ARE SET i0 PROPOBED CURB ROW D 6 O LINE ATI + 3 M j co d o� cc Q ui >LLJ co �p O n = a HOFJ20NTAC L C Tr i Wl INGTON 5TAT[ FWIE. I-- ROAD A XORZ.•7 " =60' VERT. -1' =6' VERN W 9TI1M SCiIM Xar', PCR TCHFN FERTnURSTDN TnDRSTONCO NYnGn r¢c0oNNenwRA °RAY" REPLACE NOTE 4 ON DWG. R -4 THROUGH R -14 WITH: "ROOF DRAINS WILL BE R-4 CONNECTED TO FOOTING DRAINS AROUND Sn[Cf�p 51 LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." C a m z 28.28' 56' RAV ROAD G 9Q IML Cl2 ROAD A � L D SD 1pJ 21w, Irw •5•o.D1 H rtm SEC.23, T1 7N, R1 E, W.M. zc v. IrSD M•0.0053 FLPf 5 4RPOnD A- 9TA II9. 11 .]6 W19 S�6. ST41WWDA0 � I I .i a4.ro m 1 s- o.aosz Farr RMD A 5TN 25.79!3 4-2D BOND O.51A %.2586 PROPERTY LINE c1W.) fE ROND A - 5TA 27 +01.53 26.50 III :III I •28'•L�28'y ITEM -SC RAV wan aAAP + amRAMr m TIPeSmm� �911RF Y_ y N one � C a m z 28.28' 56' RAV ROAD G 9Q IML Cl2 ROAD A � L D SD 1pJ 21w, Irw •5•o.D1 H rtm SEC.23, T1 7N, R1 E, W.M. zc v. IrSD M•0.0053 FLPf 5 4RPOnD A- 9TA II9. 11 .]6 W19 S�6. ST41WWDA0 � I I .i a4.ro m 1 s- o.aosz Farr RMD A 5TN 25.79!3 4-2D BOND O.51A %.2586 PROPERTY LINE c1W.) fE ROND A - 5TA 27 +01.53 26.50 III :III I •28'•L�28'y ITEM -SC RAV wan aAAP ROAD D RIM SS aW R9 I.E. OUT wU.IrSD h -DaoSO rtNH 4001 ITEM 1 STATION Q ] 1 RIM I.E. IN I.E. OUT �911RF Y_ y N one � 15.07 RT 393.95 - .400 I I 96. M. TIM RI[. WY. vn SU: 1s 4s.4. 1 - 990.19 12 TTP! 1 20 +91.25 18.00 LT 393.29 - 379.29 : TTC2 -4C 20.91.25 10.WRT 393.45 V9 Rw 3!510 378.% 14 lYP! 1 22+65.00 18.00 LT 391.55 - M.55 15 TYPE 2.49' 22+65.00 10.07M 391.71 377.41 377.41 wwr 574 9+45 F,I '.' rtIrt RV TY'FE 1 : IO.00RT 390.89 376.40 376.40 17 TYF! I 25 +26.40 15A LT 378.9 374.98 16 10. aurae 15 of 25 +36.64 10.07117 378.97 374-04 37444 19 TYPE 1 : 26+08.88 10.54' LT 379.38 375.40 395 TIP[ 1 26 +06.95 10.50•RT 379.38 375.30 37530 50 NOT USED - - - - - Im9r V. 3+)3. I 4Y: 37O 1Y'PE 2 - 48. 95 +94.65 2.00' RT 390 371.72 m'_ � - � � � 8 T1•P! 1L I 10.00 IT I 374.14 374.14 53 TT! 2- 48' ILW P?M5TMW A!I LwWPoN !M ae R vrwe: z9. 1O.WU 378.17 390 37193 62 NP! IL 140+56.30! 18A0LT 383.16 379.21 379.21 63 TP! I 140 +43.33 t 0.00 RT 393.27 379.36 37996 67 TYP! IL 160.5G27 18.01]'-LT 380.60 376.65 376.65 68 TTEI 160 +43.33; IO.00RT 380J1 376.80 376.80 1'd � q 8 385 I ' eo } -Hm„N6 ^ - W ; I LT- _ 385 ' 1C % 2:: v) 7.0 a UN_ D I W , 371- 2,pg_ 1-5' o1c'sr7rn_ _. _ _ -' '[ 375 29V.2 6'SwD DSNWx F• n I] 11 W8 W} NI QI 5.O W52 p ONM tOF.!)n.9 rwR: » 4 15 V,Ir9D. v. z% coso 2w1[371A ow+l_ (p: 372iI L' C: 9)391' N 5 P TQ.374. V ' I 3 \ Y) r5D w5woTm.3)f% 5•QO117FIT1'. / Jig 1 ?5Drt: 577.b CSK•TCP:9n 9 =4: I 6'.STTOR 9]532 OMI m Y00319 4081; FN ,IIDA75[D CRaurm mm) V.Ir SD, 0147 9 O I9V9 365 Xx $Ixq °9 '= � Ig R d �$ nIE %g a m -� 5 D 3 S A! A 360 - 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 STORM DRAIN CATCH BASINS ITEM 1 STATION Q ] 1 RIM I.E. IN I.E. OUT �911RF Y_ y N one � 15.07 RT 393.95 - .RI �r I I 96. M. TIM RI[. WY. STORM DRAIN CATCH BASINS ITEM TYPE STATION OPPSET RIM I.E. IN I.E. OUT 10 TYPE I 18+60D7 15.07 RT 393.95 - 37993 I I TYT! 1 20+06.90 15.07 RT 384.19 - 990.19 12 TTP! 1 20 +91.25 18.00 LT 393.29 - 379.29 13 TTC2 -4C 20.91.25 10.WRT 393.45 37896 378.% 14 lYP! 1 22+65.00 18.00 LT 391.55 - M.55 15 TYPE 2.49' 22+65.00 10.07M 391.71 377.41 377.41 16 TY'FE 1 23+47.28 IO.00RT 390.89 376.40 376.40 17 TYF! I 25 +26.40 15A LT 378.9 374.98 16 TYPE 2 - 48' 25 +36.64 10.07117 378.97 374-04 37444 19 TYPE 1 : 26+08.88 10.54' LT 379.38 375.40 20 TIP[ 1 26 +06.95 10.50•RT 379.38 375.30 37530 50 NOT USED - - - - - 51 1Y'PE 2 - 48. 95 +94.65 2.00' RT 378.23 371.72 371.72 52 T1•P! 1L 96 +65.67 10.00 IT 378.23 374.14 374.14 53 TT! 2- 48' % +69 41 1O.WU 378.17 371.33 37193 62 NP! IL 140+56.30! 18A0LT 383.16 379.21 379.21 63 TP! I 140 +43.33 t 0.00 RT 393.27 379.36 37996 67 TYP! IL 160.5G27 18.01]'-LT 380.60 376.65 376.65 68 TTEI 160 +43.33; IO.00RT 380J1 376.80 376.80 8 f; VERTICAL DATUM SQ3TH IDNC P[R TC1rN NI 29 � V-90' ER T -s REPLACE NOTE 4 ON DWG. R -4 THROUGH OU'NNNHIG°H R �^^eN PRECISION NETWORK R -14 WITH: "ROOF DRAINS WILL BED 1' 54 CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." 1. LIME Na ORMONGS R -164 R- 17 FOR ROADNAY SECTIONS AND PAVING 7 w gem 2. WOCNOE DRAWINGS R.19 TH U R -21 POR INRR9ECItlN MD 1RAFFC CMAYNG CFlA45. 3.RERRENCE ORAWINGS W -1 THRU W -11. 5.1 THRU 5 I I. U- 14 U-2 FIX v WATERAND S.T.E.. MPORMATION. 4. ROOF pW N5 $HALL a TKaHRINCD TO 0RY'Wen9 ANp Be r A 9 a b IX I SHALL lE 512EDT0 1NOWINF A LOTS FOR ThE STRUCTURE 9StVLD OITH ACCOMODATE STORM RJNOM NN PCCOR7MIQ VITn YCUI z Q ON ON Of k `SinuDARpS 5. ALL STOIU/ DIW N PIPING 5r1ALL K P05 N -12 UNLE55 S ClrR Y Ip Lu IMNPn D wIMIN TH15 PIAN SET. PPE IENGTHS INp TlD ARE TO CENTER OF OkTO1 R 145 MO ROOND!0 TO TH! NEAREST FOOT. 46 n G. R ITNCT DRAWINGS G5 4 G-6 FOR ROAONAY,OWZONTAL GCCMlTRY. Z a Z 7 M PFORCT ORNNAGE R- R[MION fAOLRlE9 AtOM SIpMENTATION, TREY O aQ/ W SHALL NOT 9E CONNECTED TO THE STORM CCNVEWMCE SYSTEM UNTIL SITE KOR 1104D 5. UTIJTIES II 5.AND ,PERµWI:NTEROSIONCVMROLMW ; W UuIO}fj1PING AR! N rlxe IN Me MW TMY AREA PM)J[ TV FAOm.. � > Q 3 0 ALL CATO19ASW GiWTE DEVATNONS PRE SET TO PROPOSED CURS Fld.V w I.- Me F1EVATIONS- 6 � d g K Q i F > Lu a co c o Ta nORlCO1f1ROl+ O wn5r5NGTMNGTau 5r4re roue. F Ir VERTICAL DATUM SQ3TH IDNC P[R TC1rN NI 29 � V-90' ER T -s REPLACE NOTE 4 ON DWG. R -4 THROUGH OU'NNNHIG°H R �^^eN PRECISION NETWORK R -14 WITH: "ROOF DRAINS WILL BED 1' 54 CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." O6O 8 �%g 8 wM1$ N nl' f II II ' M 9TM 30 12 J Q ti M6V 92 7 , . t SEC.23, T1 7N, R1 E, W.M. 1 P ROAD A m6 R4 ROAD C K IaowcL Vaw _. . 1 o » wo SCIlE i i IIEM/ TYPE 5TATRJN OFFSET RIM I.E. IN wl. 2 6� ?� C111m PNA 8n T f l4 - 9TAM«NN r11[ 1 (IMJ _ u €rowC.9rA SO.wm � W fRry'9A -sTA 11aAS.W 1 (W/:DC -9TA 59+23.G9 R-I: m I� II II ' M 9TM 30 12 J Q ti M6V 92 7 , . t SEC.23, T1 7N, R1 E, W.M. 1 P ROAD A m6 R4 ROAD C K IaowcL Vaw _. . 1 o » wo SCIlE i i ROAD C HORZ -Y-00' VERT. -7'-W 22 V. 1r9D O9 -am9D rtn -1l C.SU97+w.w r m z O m 0 N Q IIEM/ TYPE 5TATRJN OFFSET RIM I.E. IN § 2 6� nFl 2240'LT 8n i 367.6 3 MVt M#'uY„u'eW 22.00' Rf I� FZY MAP 367.60 4 .11 ]6. Y1. Ti M RILWL. 12 +20.05 12.00 RT 375.2 371.99 $5 5 TYRE I 12 +25.0 12.00 R 37608 37249 37248 ETI7A 380 57 +50.00 3140RT 369.77 3G6.77 366.77 21 TYPE IL `.+00.00 1040 LT 390.92 376.67 376.67 22 T 1 52+87.40 1240 LT 373.63 369.W 369.0 23 n 53+67.06 12. %LT 373.58 367.97 234 TYPE 2. V 53 +0.06 12.29 RT 373.57,367,W 367.83 24 TIRE 1 56+35.00 12.00 LT 372.6 2N 369.06 25 TP[ I 56 +95.00 1240 RT 372.06 368.95 369.95 26 50 1� UD 57+24.26 31-88' RT 371.16 367.15 30.15 27 TDTI 80 +19.00 31.80RT 980.5 7. TO PROTECT D HAGU HROM SE ANON. RO 3]6.89 26 TAPE IL 80+72.94 0 RT 100 382.00 377.97 377.97 - -�� AND UTIM. [R0510N cONlftOI AlHE FA S. AND WORK. ROPDS. UxUTICS. P[N THE AR[MRK2 NTH[TRBUTAT'AREA ABOVE THE FAGIUIY. UD 1(J Z 375 IANDSCAPING W Z � z 8. A CATCH EA51N GRPTE [ILVATION9 WE 5ET TO PROP09[D CURB PIOM LLJ 370 UNE ELEVATIONS, N Q LLJ 1 O a 3 365 CUD m a- � i Of 1 i w Z _ Q 360 evrvc as -oN _. > Lu ' 370 n Ir A R'3766 3'9R °iM:37. Db' < 3} �13 R -4 THROUGH 7 xM i[: 3G93G _ n0R�ON" 00NR0 ` < 4 WITH: "ROOF DRAINS WILL BE WgSnING1CN 5TgT[R/W[. - __ y NNECTED TO FOOTING DRAINS AROUND ` GN w�T� 5ou "i PER rcnrN '. K PER THURSTCN iHURSTON CDUNtt nwll RAYANG f AND THEN CONNECTED TO CURTAIN CCUNTYHIGn PKW"NFrWM I �. HRECe 10N NETAORI. \ ` 41NS WHICH WILL BE HOOKED UP TO 9n[ET 12 Cr u )SEST CATCH BASIN." 2 � ��. SCOW[ 36 � I•x "-�J ra,36D I 1 SwDLVSR 365 s See e'IPR1 ra: 6T z e ToP 369. N 5'9RPrq: 61. %' .P U.1r�90, N 9-0 9911.4r 90. ^0-T'nD mi 9 -ocege rtrt 360 s o mirn . 9.o z rLrt 4049^ 50 +50 511 +00 51Fl +50 52 +00 52 +50 53 +00 53 +50 54 +00 54 +50 55 +00 55 +50 56 +00 56 +50 ROAD C HORZ -Y-00' VERT. -7'-W 22 V. 1r9D O9 -am9D rtn -1l C.SU97+w.w r m z O m 0 N Q STORM DRAIN CATCH BASINS IIEM/ TYPE 5TATRJN OFFSET RIM I.E. IN .S 2 6� 11 +3640 2240'LT +wc i 367.6 3 MVt M#'uY„u'eW 22.00' Rf I� FZY MAP 367.60 4 .11 ]6. Y1. Ti M RILWL. STORM DRAIN CATCH BASINS IIEM/ TYPE 5TATRJN OFFSET RIM I.E. IN I.E. OUT 2 TYPE 11 +3640 2240'LT 371.6 367.86 367.6 3 TPE 2 - 48' 11 +3600 22.00' Rf 37146 367.60 367.60 4 TITEI 12 +20.05 12.00 RT 375.2 371.99 371.95 5 TYRE I 12 +25.0 12.00 R 37608 37249 37248 ETI7A TYPE 57 +50.00 3140RT 369.77 3G6.77 366.77 21 TYPE IL `.+00.00 1040 LT 390.92 376.67 376.67 22 T 1 52+87.40 1240 LT 373.63 369.W 369.0 23 AT[2 -48. 53+67.06 12. %LT 373.58 367.97 234 TYPE 2. V 53 +0.06 12.29 RT 373.57,367,W 367.83 24 TIRE 1 56+35.00 12.00 LT 372.6 2N 369.06 25 TP[ I 56 +95.00 1240 RT 372.06 368.95 369.95 26 50 1� UD 57+24.26 31-88' RT 371.16 367.15 30.15 27 TDTI 80 +19.00 31.80RT 980.5 7. TO PROTECT D HAGU HROM SE ANON. RO 3]6.89 26 TAPE IL 80+72.94 0 RT 100 382.00 377.97 377.97 19 s �1 1 I. FpPERB1a DRAMtNGS R- I6LR -17 fOR R/)PDWAY X6lg15 PND PPVNG b?f -Gio_- 395 oeruts. 1� IQ wtNGS R- 19111RU R-21 PDR INI[KCCfRNi A1D TW7HIC CALMING DETAI QCi� SW. _ O 1,Ij __ 390 3. Rff"Ma DRAM W- I THRU W- 11.5.1 mRU 5-I I. LL 14 U.z WATERAD 5.T.E.P. INHORMATION. i m wIQ - jN 4. ROCP DRAINS Mn M TGIITUNED TO ORYWftt AND 8E RACED CH E9 S k+ pVIpWLLOT5FIXM5TRUCTURES[RVED. DRAKN59HNL B[92DT0 wl 3B5 1E STORM RUNORIN.4000RDgNC[WUH CRY OP YELM 9TANpPROS. !A R 1 S. Al STORM DRAM PIRNGSnPit BE 4D3 N -12 UNL655PEORCALLY °JEI. h 2N 380 D[NfIR[D INTHIN Ins RAN RTE tfNG1H51NDKATEO PRE TO LENIER OF CATCH 1"N5 AND ROUNDED TO THE NHAREST HOOT. S SSSS - 3 6. REFERENCE 0RAN9D5 G5 • G6 FOR ROADWAY IgR12011fN. G[ON[TRV 7. TO PROTECT D HAGU HROM SE ANON. RO UD W (0 Hg 375 9HPlL NOT x CO IJECTE THE 5T CM TEM TE ro T11[ STORIA CONKYANCE 515TEM UNTI .6 Q - -�� AND UTIM. [R0510N cONlftOI AlHE FA S. AND WORK. ROPDS. UxUTICS. P[N THE AR[MRK2 NTH[TRBUTAT'AREA ABOVE THE FAGIUIY. UD 1(J Z IANDSCAPING W Z � z 8. A CATCH EA51N GRPTE [ILVATION9 WE 5ET TO PROP09[D CURB PIOM LLJ 370 UNE ELEVATIONS, N Q LLJ 1 O a 3 365 CUD m a- � i Of 1 i w Z _ Q 360 > Lu ' < 3} 'LACE NOTE 4 ON DWG. R -4 THROUGH ° °a U3 n0R�ON" 00NR0 ` < 4 WITH: "ROOF DRAINS WILL BE WgSnING1CN 5TgT[R/W[. H O NNECTED TO FOOTING DRAINS AROUND ` GN w�T� 5ou "i PER rcnrN w PER THURSTCN iHURSTON CDUNtt nwll RAYANG f AND THEN CONNECTED TO CURTAIN CCUNTYHIGn PKW"NFrWM R$ HRECe 10N NETAORI. 41NS WHICH WILL BE HOOKED UP TO 9n[ET 12 Cr u )SEST CATCH BASIN." SEC.23, T1 7N, R1 E, W.M. 23V,It9D 33 V. Iz-A Ca-o CM9 rm •3-o aa><Frm o g =. sr.ao.ao ) mv. Ir ao a s NCIO C. ad 50rOJ K.24 AS -oOJa2 nn'f .xo IF2p n Irw O r � • � A 1- STATION • • p M EQUATION , - 80 +00.00 - .. - - - _ _ _ MATpIUNE `I pig n 2 50 +00.00'. SEE DWG R -6 16 R -I RI< I�FO,D 0�1 ROAD D ME CAS 0.4 0 w 10 SCILL ROAD D HORL.I*•60' VExT. -1 -.4 STORM DRAIN CATCH BASINS ITdA III TYPE STAnON OFFSET RIM I.E. IN I.E. OUT 21 TYPE2 -4 90+00.00 IO.00 LT 900.32 376.67 376.67 900.05 376.00 30200 377.97 377.9) 902 3i 37034 27 TYFEI 00+19.00 31AD LT 26 TYM IL 8 8 29 TYR 1 0141706 15.0]' LT 30 TV M 1 81 +17.06 10.00 RT 3W44 37522 370-22 31 TPf I e9 +05.40 15 OT LT 400 379.02 379.69 32 � �� -� -� 10.00RT 30392 379.69 33 TYPE I 24.35.79 1000 LT 391 41 7.4 1T'P01 86+95.79 400 391.31 377.29 3T).29 NGH III3TA. 094240D 86+00.46 IO.00RT 300.97 377.04 3]7.64 w I X yi nWMifpM nV. ba. ] 5 '^ '^ L m °' 395 : pg 395 11, sm ..350o $! -m _IV 33I e¢ u + SCWV< 390 a 'n u� z n 390 to mwI w a I 2 385 ' y.. is I - __ _ w �� 385 V` 380 �'� 380 975 I 'Q° wn n caaND arI _ _ I E 3n ce _ _ 3'S 3i ❑ ar 3)s7 / Iz`A I[�9].29' 3.3TVr 3)e 5 r90 rc. 37594 Z7. T5 K.9Nr 7a 3'3R'i(y: 16 A6' 357E TOP. 37a :N 370 C CNYIUN w V. s0. : b K, 3)a.m 370 �5 V.1r50, 5 -O D2 <5 m Ir 112:3)6.64 CWf M1 T 37J `4IXY3<r:T\ 3' TEF T(X 3]4W I M o"mP'I REPLACE 365 1 Iw R -14 WITH ryn a As nn .o .r <o CONNECT 360 a2??i'S s: 50 +50 80 +00 80 +50 81 +00 81 +50 82 +00 82 +50 83 +00 83 +50 84 +00 84 +50 85 +00 85 +50 86 +00 LOT AND ROAD D HORL.I*•60' VExT. -1 -.4 STORM DRAIN CATCH BASINS ITdA III TYPE STAnON OFFSET RIM I.E. IN I.E. OUT 21 TYPE2 -4 90+00.00 IO.00 LT 900.32 376.67 376.67 900.05 376.00 30200 377.97 377.9) 902 3i 37034 27 TYFEI 00+19.00 31AD LT 26 TYM IL 00 +72.94 IOAO RT 29 TYR 1 0141706 15.0]' LT 30 TV M 1 81 +17.06 10.00 RT 3W44 37522 370-22 31 TPf I e9 +05.40 15 OT LT 36362 379.02 379.69 32 T'PE I 03 +05.40 10.00RT 30392 379.69 33 TYPE I 24.35.79 1000 LT 391 41 7.4 1T'P01 86+95.79 15.OT RT 391.31 377.29 3T).29 35 TYTf I 86+00.46 IO.00RT 300.97 377.04 3]7.64 INT[5: I. REMRfNCEMMNGSR- 1640.- 17rORRDD YSECnONSMDPAVW, MNLS. 2. REFERENCE DRAWNGS R -19 TNRU R -21 FOR INMRSCCNON AND T IC C 11414 DETAI5. 3. REFDENCE DRA'MNG6 W -1 TK WA I,S 1MRU S 11. LL 14 U-2 FOR WATER MID S.TE.P. Nf ATIM, 4. ROOF ORNN55TALL DC TNiMTUx[D TO ORiW'Ell.S ANO I.<FLNSD ON INDMDJAL LOT9 FCRM STWKTDRE 9[RVED. DRiWElXSSMALLa N=TC AOCQ.UOATE STORM RUNOFF IN ALCORDAN',P WTIH CM OF YEW AxDAROS All STORMORA. N MMNG MMNL BE PO5 N -12 UNINS SMCIMC Y 1pETT 9AWRH:N iT15MAN 5TOM NEAREMSINOIGRD AREro CCNRROf CATQ19A51N5 Nil RCVNOCp TO M NEAREST FOOT, 6. REMRENCE DRAMNG5 F54 GG FOR ROAOWAY MdU20KTN GEOMETRY. 7, TO PROT[ R DRNNAGf RETFpTION PALIUilES FROM SEpMfNfAlXMl, TxfY SEULL Nor 9E CONNECMO TO THE STORM OjNVEYANCE 53'$TEM LNDL 510. Wom ROADS. UTRTES. MRMANENT ER0310N CONTROL MEA511RE9. AND WDSC % ARE IN PULL IN ME TRIWTARY AREA A TR fhClm. e. ALL CATCH 0X5114 GRATE !L ATIONS ARE 5ET M PROPOSED alRe MOW IK EIEYATIONS. NOTE 4 ON DWG. R -4 THROUGH H: "ROOF DRAINS WILL BE ED TO FOOTING DRAINS AROUN THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." MOR120 m CONIROI WASl1NGTCN STATE FIANE. 5CUTH <YN E MR TCNMV 4 THURSTON CDDNTY MIGH FREC1910N NETWORK SEC.23, T1 7N, R1 E. W.M. C . TYR3 fD[3 ROAD �'[i V. IS 3D >flpK LIS M+31 17 w$bDDwfT9T 10 MWI SgWI+ ��-56RAV Rm (fLMDL- >TAx31+2i93 Tl r2n- t -Iz °nn� �I I 4 y �Np.. _ w _ - 16 I in U�• . >^ODRW INT Qo �w ROAD D -Z 0 w W SENE I ROAD D =R R9 i 521. Ir DI.w A-a.0 rT ROAD D NORL-1 " -w VEHT.•1'wS N'°, •IL� [PrWrt KEY hw TY 3 STDRN DRAIN CATCH BASINS U0 ME 5TATION OFF5E-r RIM I.E. IN I.E. OUT 95 1 T I 80+86.46 10.0RT 8 37704 3T7.N 36 T I 87+60.00 19.00 IT 390 16 - 976.16 37 7\PE I 87 +60.0D 1000 RT 380.32 -3T >7.-- tTI STL roaiS rM 1 69 +40.89 15.07 IT 390.56 - 37556 z�yl O+ 89+40.83 10.00 RT 38047 975.10 M. V:9E0.91 LQV MINI.9TA 07 +� 40 S 0.V. 36:!-0 -05 MTA ]90J 18.0 RT 379A1 37436 374.56 41 TTPEI 91 +27.17 10.00 LT 378410 395 374.32 La.v.WrLLV. IX E � 3Dw �ri:laln nv. v4 �,� 1.33 378.51 374.11 374.11 43 . 93+0]91 s°5 3'76+4 395 373.27 44 NOT USED W 0 3 45 NOT LMD oS 3 46 TTFE 1 93 +79.51 39.0 LT 375.79 - 372.95 47 IiPC 1 93 +97.57 10.00 RT 376.33 372.69 37249 48 TYPE 2-41Y 94 +48.46 12.0' LT 390 372.56 49 TP[ 1 94 +48416 12.0 RT 37656 372.45 372A5 390 0R 93.n s] 437431 1 5 y'j I rj S F V V 100 : 47-037 VC 3e5 5 S ` 5 385 WN WIC ^ ' ' c n 380 n 380 .Ol2a if4R YO Wv'L1 ID91f, 375--- - e'0 0r rTn -'z �D s -o oD]x dm 375 -- - n flIM1977ts, i IF SDC 979.3D - 41 Q 370 Ir a: 976 w r DQISIIaN J f 4 370 rlMt 74.7D s eIr cu9LeaN R Q8 m974. DA1 a 'M + + YSRI DR 1>' � It 374.61 3 R7` u $ IRRf k " /-- �...._ T TCM1 aiI. ' IS: 371412 365 365 2 E CWIIT(X:3 xd 9DR: 372./4' 3io st _ 360 3GO 355 RL1�c nD �m .°^�^ F� REPLACENOTE40 +50 92 +00 92 +50 93 +00 87 +00 87 +50 88 +00 88 +50 89 +00 89 +50 90 +00 90 +50 91 +00 91 ROAD D NORL-1 " -w VEHT.•1'wS N'°, •IL� [PrWrt KEY hw TY 3 STDRN DRAIN CATCH BASINS U0 ME 5TATION OFF5E-r RIM I.E. IN I.E. OUT 95 1 T I 80+86.46 10.0RT 3E0.97 37704 3T7.N 36 T I 87+60.00 19.00 IT 390 16 - 976.16 37 7\PE I 87 +60.0D 1000 RT 380.32 376.2 376.02 3D rM 1 69 +40.89 15.07 IT 390.56 - 37556 39 TTPE 2 - 48 89+40.83 10.00 RT 38047 975.10 375.10 40 TPEI 90+50.0 18.0 RT 379A1 37436 374.56 41 TTPEI 91 +27.17 10.00 LT 378410 - 374.32 42 T 1 J9 1 +40.OD 19.0 RT 378.51 374.11 374.11 43 T IL 93+0]91 IB.ORT 3'76+4 373.27 373.27 44 NOT USED W 0 3 45 NOT LMD oS 3 46 TTFE 1 93 +79.51 39.0 LT 375.79 - 372.95 47 IiPC 1 93 +97.57 10.00 RT 376.33 372.69 37249 48 TYPE 2-41Y 94 +48.46 12.0' LT 37636 372.56 49 TP[ 1 94 +48416 12.0 RT 37656 372.45 372A5 i n I NA V �PSV E a� R -14 WITH: "ROOF DRAINS WILL BE WA INGTON MATE RAKE 11m[9: pv' I. R[IIXLNCC ORAWIHGS R -16t R- 17 fOR ROADWAY 9ECDON5 MID PANNG CONNECTED TO FOOTING DRAINS AROUNDLOT DRML9. 2 R- i9mWR -21 fORINTCR3LCTICN AND TRAMC `=io R'8 N'INGo4c[DRPVnNGS CMMING Deals. N<)Nw x a e 3. IITITUN p NGS W -I TnRU W.1 1. 5.I TnW S. 11. U -I 4 U4 FOR Le a WAM AND 5.r.E.f. INMIIMA + 8 f� 4. ROOF D 115 SNAQ 8E TN LINED TO DRVlv033 MD N FIALED ON 1Np1Vtl%IM fOR TnE 6 •d LOTS STRIICIURE SERVED- ORW.El155n N! gal) TC �M00.4R 5TORN WNDT IN KAatDPNC[Ntm Gtt G'1TIM TMIDARDS. Y � � < All lm W T DRAIN RflNG 5+44141 BC MX7 N- 12 Np1 SKLIIILMLY O 5[T. RP[ LEW RIS INpGRO MI ro C[NRR IN kD 2 ei . Tcr Im N5 AND Nl CATCn BASINS ONJ RpINON TO mC 12AR[$T fOOT. 5 z yT =i :D 6. RCIEQNCE DRAWNG[a6 -5146 fLR ROMNAY nOR120NTM G[OAlIRf. 7. Tp PR01[Ci DW NNG[ R[RNTR)N FAGLrtIES RiCM SEDIMENTANON, mw l0 W SnALL NOT K CC4N[C7[0 TO m[ STORM CONVC/ 5Y nkl UNTIL SITE DD Q PARR- RDADS. UTILITIES, FEIUAONENT EROSION cONiROI MV5UR5. MID Z IANDSCARNG AR[ IN %ALE IN TIC TR9JTARY AREA M%WE ITC FAOM. N F tM IN GRATE E ATR 5 ARE 5C ro fROF09[D CURS fLCW z IX UNE 9NA W U) W 0 3 00 oS 3 Lu Q H �w THROUGH rNJW20NTM COMROL: 0 0 R -14 WITH: "ROOF DRAINS WILL BE WA INGTON MATE RAKE eR cxDAU4 CONNECTED TO FOOTING DRAINS AROUNDLOT R PR GS'o R'8 AND THEN CONNECTED TO CURTAIN N<)Nw x SNST 14 OP 34 DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." �y �8G' b� 9P Lf SEC.23, T17N, R1E, W.M. R[ruxxGMVl z2 V. IY9p oc ozowomas �es -owso rtm iD � 1 I 9D _.T.Y a �_ c.. a Y. Y_ 1 3 D II II [( 4 n+[1 mPJ Cd -L�2d� p FPOVOp- srA9c.nac 56' Rd! $ ROAD A ROAD D 9Ki Rd ! Ho I u. '_3usr_'4 Ly9,ylOh I . Gn 3]2 pal' Ill DI19RR! 1 4 RCAD o. su louoc.71 I I V I a a 2 N RCS o® Yu£ 1161N1TM[ 2- b'CA'p M5NQM910 Ox ThES'D[M nr[. O /FS[! GMrz U xsa9um rae T1(pPArz to Y 10arm INTI[RLN'l1xL T,difW.CIgtrO KYfY hR9.3R.wp I[Cf dt9'IHG STCxM nR. STORM DRAIN CATCH BASINS ITEM TYPE 5TATON OFFSET RIM I.E, IN I.E. OUT 17 TYPE 1 25 +26-40 15m070 376, - 374.91 11 ME 2 - 4 25 +39.4 10100 RT 376.97 374.14 374M 19 TYPE I 26 +09.95 10.34' IT 377.39 - 375.40 20 TYPE IL 26 +09.95 IO.SO IT 379.39 375.30 375.30 43 TYP[ IL 93 +07.31 ID.00RT 376.99 373.27 373,27 44 NOT 1J3E0 Q w rr Ky S syeo GRAL[ _ 4. ROOF GRAINS MIALL 1[T1GHryNCD TO ORYATlL9 PND p[PIAC[D ON 45 MOMOUAL LOR FOR ME 5TRUOryRC 5VIl 0RME055,1 La512ED TO IIE - 46 TYPE 1 93 +79.51 99.00 LT 975.79 - 372.95 47 TTE 2 - 4d 53 +95.57 10100117 376.39 372.69 372,69 4B TYPE I 9{ +4p.46 12.00V 376.56 - 372.56 49 TPE 1 511+49.46 12100 RT 376.56 372A5 372.45 50 NOT U9[0 -_ ' 6. RPP!R!NCE ORAWNG,.65 9 G6 P(:R Rj]gDWAY nplb](MTAL GEOMETRY. - � ll.l - - 51 TYPE 2 - 4d 95 +9469 12,00 RT 379.23 371.72 -171,72 52 TYPE 1L 96 +6567 IO.00'LT 371.23 374.14 374+14 53 TTE 2 - 4d 96+69.41 10100 RT 376.17 371.33 371.33 511 TYPE 1 99 +51104 1000'LT 374.29 - 370.23 55 TYPE 1 93+51.04 11.00 RT 374.07 369.92 369.92 456 T 2 -4d 100 +93+16 12.96RT4 372.0 369.21 369.21 CN36 TT'EI 101 +56,00 12100 RT 372.10369.56 ',D 369.56 1 8 11 6nr v[L9 •OV[R&)IIO ON Ur' lING STORM ONE. (MIl LE.5) ++ a o E t3]' aTCr 390 o s } T "1 5vNL9 4R O e4b @85� _ 0 1PlIlIf OS R -16 {R- 17 MR RD SCNONS AND PAMNG 4 � 3b$ I ♦� o f. 9 �, 2. RERRPNCE VRAMNGS 119 Mill R -21 FOR INR95ECIIDN ANO IRAFIIL Qi iri, `n.. CAUANG DfTAVS. b d n 380 3. UFf"NCEO ill W -I MW W- 11.'IMRU S�I I. U -1 {LL2 wR tb r5 i WARRAND S.T.E.P. INFORMARON. 351Y s :' Q w rr Ky S syeo GRAL[ _ 4. ROOF GRAINS MIALL 1[T1GHryNCD TO ORYATlL9 PND p[PIAC[D ON MOMOUAL LOR FOR ME 5TRUOryRC 5VIl 0RME055,1 La512ED TO IIE r ' 375 ACLOMODAR STORM RUNOFF IN KQ)RO M WTTn CTIY OF MM C7 Y -7 -_ - - -- -- - ��. - 5r1uoARns. CIE ] _ Z Z yE sTORMDRANP 5HAIE [E ADSN-12 LNLC55S N Il El nE[ LLNGTH9 R9DGRD ARE TO C[NRR O` IDDJlIFILT) YATMN R9 P1A1 ARETOa Z z ID TO 370 UlCn 1N51N5 AHD R]UxD® TO TIE LEARE51 FOOT. p � W _ - _� -_ ' 6. RPP!R!NCE ORAWNG,.65 9 G6 P(:R Rj]gDWAY nplb](MTAL GEOMETRY. - � ll.l .. � 0- 0 IX xM TX 3 1T9p [ 3 p 1D Y PRpA MC " Y �J 7 Tp PROTECT OF.VNAGC RCRNN FACIL p < RM TOP 3 9 33' SE TEM UNTIL, El ON Y 365 SHALL NOT BE CONNELRO TO ME STORM CCf:vP>VKP SYSTEM UNTIL SITE ED 3 2J SOR 3)19: IT9 3 AS' 9 "D -0103 rt OADG. IRNRIE$. PERMETRIF.D$ION pJIffPQ MT!$I1RE9. AI.M m Na rSrCiV:3G0.4: z5T?TpF:3�0.3c UNAl ' LANDSCARNG ARI NPLAGE IN METRIWTARY ARfA ALpJE THE FAC1UlY. C • D pN•ROgyp 1p mq 1. ALL GTGI BUM GRAR CILVATON9 ARE 9[[ TO PROPOS[D CURD FLON Z ID4u! 3)o.9e' Do9T111b 11M 360 UNE ELEVATIONS, Q �_ - cn D �I� a¢i �' a ��- a �" x" � 3Y ',D p p(1) +50 97 +00 97 +50 98 +00 98 +50 99 +00 99 +50 HORIZONTAL OONTROL o REPLACE NOTE 4 ON DWG. R -4 THROUGH WASIIINGT I- E"IRPWJC RRTCHPN ROAD D VERNGY DAM. 50Nn X3iE R -14 WITH: "ROOF DRAINS WILL BE H0RZ.- 1 " =50' VERT.•1 " =5' KMURS m� THURSTON[a1NTr l CONNECTED TO FOOTING DRAINS AROUND PRK�oNNE oRA R-9 PRCxxoN NervroRx LOT AND THEN CONNECTED TO CURTAIN 5 f. - DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." SEC.23, T17N, R1E, W.M. ROAD E HORZ.-Y.en VBU. -1 -•B CIXIKCf TO Mfl11G NPYA R2 MSiµl M[ r Grp19ILyM ccnR.cTOe m vmn uw.rN1N. 5(S. 'MC NID NQ m511N6 SiWI RR:. �9YOGT 7,r I .A:ow 1 stc24. n7N Rle.wal. STORM DRAIN CATCH BASINS ITEM 7 TYPE 5TATION OFFSET MPTR-13 Ic alDM e. srAl u.u.W I.E. OUT O TYPE I 16+34.62 I OCO LT 901.80 2, V. Ir SD 377.00 ,6 V. IYm 55 RAV 4.21 FMMn.Nw Im.DO.m 301.70 377.63 377.69 57 YS -O. W52 nAr 10.00 LT �5•D. WSD /Url 2°'72° 3X.65 50 TTt I L 120 +72.77 16.07117 380.5 376.5 1 59 TYPE 1 122 +65.70 sw Im um 372.00 372.00 W TYPE 1 124 +61.29 10.001T ' i� __ - - i- • I 1 395 t __ os -omSZ rTm 369.65 72 I 1000 IT 37640 37235 - R mQy �M9T4 21 +69DJ fpp}Nw.9TA IS.M N, 2 4 NN6 360:1 �IN 1 8R B�KV49DS I III 390_ '. N -- v _ 1 pIF 390 SR R R zm gg R ♦ &C -> � ,vn aA Iz 1T CLV:99.1G I fi ^ ir� II 2 .116 cvAlrt n 365 - �-u�� B 8 - -- -- - - -365 1 1I 1277 159 3 "9 2R0 ?Ki a .. -' I xALE (MID[ -FA 124.%.97 ;RCN m'Z "' L20� ROAD E r% 8 8s> RA arAae I[W�FS »5 SII 360 ROAD A . cz1 375 5tt0 " .x- - 'ss; 375 ROAD E HORZ.-Y.en VBU. -1 -•B CIXIKCf TO Mfl11G NPYA R2 MSiµl M[ r Grp19ILyM ccnR.cTOe m vmn uw.rN1N. 5(S. 'MC NID NQ m511N6 SiWI RR:. �9YOGT 7,r I .A:ow 1 stc24. n7N Rle.wal. STORM DRAIN CATCH BASINS ITEM 7 TYPE 5TATION OFFSET RIM I.E. IN I.E. OUT O TYPE I 16+34.62 I OCO LT 901.80 - 377.00 5 T 2w48' 16 +34.62 15.07 RT 301.70 377.63 377.69 57 TT'E I L 120.35.52 10.00 LT 300.65 376.65 3X.65 50 TTt I L 120 +72.77 16.07117 380.5 376.5 395 59 TYPE 1 122 +65.70 sw Im um 372.00 372.00 W TYPE 1 124 +61.29 10.001T 373.06 X11` 061 395 WOO U __ 369.65 369.65 72 TYFEI I00 +3500 1000 IT 37640 37235 - R mQy �M9T4 21 +69DJ NN6 360:1 �IN 1 8R B�KV49DS III 390_ '. N -- v _ pIF 390 SR R R zm gg R ♦ &C -> � ,vn aA Iz 1T CLV:99.1G ^ ir� «d .116 cvAlrt n 365 - �-u�� B 8 - -- -- - - -365 I a e� sa Q $qNA ;RCN m'Z "' r% 8 8s> RA arAae I[W�FS »5 SII 360 . 375 .x- - 'ss; 375 370 z v�a .� - ' 370 5ooiOrt r vA6 365 Ir DIE Ir5Drt 3lN rsTV TQ A20D J/ ms,sr °a 5 eC , ran st62Nr , « r 365 °wN VG07 65 v S-OOII OrMi I .nDlo.m nrR I 1 360 6asIRIG mR 1 360 st I , -e an ^n �n q6 n6 ^6 a 355 A¢'n 4�5 355 119+50 120 +00 120 +50 121+00 121+50 122+00 122 +50 123 +00 123 +50 124 +00 124 +50 125 +00 ROAD E HORZ.-Y.en VBU. -1 -•B CIXIKCf TO Mfl11G NPYA R2 MSiµl M[ r Grp19ILyM ccnR.cTOe m vmn uw.rN1N. 5(S. 'MC NID NQ m511N6 SiWI RR:. �9YOGT 7,r I .A:ow 1 stc24. n7N Rle.wal. STORM DRAIN CATCH BASINS ITEM 7 TYPE 5TATION OFFSET RIM I.E. IN I.E. OUT O TYPE I 16+34.62 I OCO LT 901.80 - 377.00 5 T 2w48' 16 +34.62 15.07 RT 301.70 377.63 377.69 57 TT'E I L 120.35.52 10.00 LT 300.65 376.65 3X.65 50 TTt I L 120 +72.77 16.07117 380.5 376.5 376.05 59 TYPE 1 122 +65.70 16.00 RT 376.49 372.00 372.00 W TYPE 1 124 +61.29 10.001T 373.06 369.79 061 TYPE 1 124 +61.29 WOO U 372.90 369.65 369.65 72 TYFEI I00 +3500 1000 IT 37640 37235 79 11'P[1 Ito +35.00 IOAO'RT 376.40 372.26 372.26 Iy 74 117E I 180 +40.4° 15.07 RT 376-37 372.33 372.33 � 45 • OVtR6UID ON FASTING STORM UIl. DMTCn 1.E51 � � q u ��y I. RVCRLNCC DRANING9 R- 164R- IJ FOR ROPDwAY SCRDN9 AND PAVING ,I, DETaS. � 2. LONG I)CE WAWTNGS R -19 TnRU R -21 FOR NTERSCCTION AND Twurlc X .AIMING DETAILS. 3. REFERENCE OMMNG5 W -I TARO W -I I, S T"RU S1 I, U-1 4 U -2 FOR rua "nK AID 5 T C.F. INORMATION. 4. P.(%JF ORAN153nAU BE TGM11NrD TO ORMT15 AND 6t PLAClD ON kl?•�' pm INDWIDUAL UX5 FOIL MC STRUCTURE SERVED. ORYNEL55f WS&OiO {{ AGCOMODArz 5TORM RUNOFF IN ACCORDANCE "TIT CITY OF YWA � S I yy i STAWNtDS. 5. ALL STORM DI PIPING 5nPll BE A05 N -12 UNL SPCCIFlGLLY epp g IOtNTIPItD WIDIIN Tnea PUW SR. PIPE IENG1n51NDIGRO IRE TO C[NT°t OP � `� � �I a uTCn eA9iNS AM wLRnxD ro mt NuusT Tarr. R$ 6. REFERENCE DRAWINGS 65 4 G6 FOR ROADWAY NDRDQTAL GEOMETRY. 6 S I3 u 7. TO PROTECT DRAINAGE RETENTN°N rNciu ES rROM SEDM°ITATON. T1CY z 4 SNAIL NOT K COVMCTED TO THE 5TCRNA CONVEYANCE 5YSTEM UNTIL SOE WOM ROADS. UNLmtS. PERMANENT fROfiIDN CONTROL MEASURES. AND LANMCMNG ARE IN PLACS IN" TWd1TARr AREA A30VC T r rK1UTY. EO W O. A CATCN BASIN GRATE ELEVATION5 ARE SET TO PROKT.aEO CURE FLOW D(f Q UNE ELEVATIONS. US Z Z ~ O W 0 d > LU DO 3 00 ya c� UU a� F �LU REPLACE NOTE 4 ON DWG. R-4 THROUGH 3 R -14 WITH: "ROOF DRAINS WILL BE o aTn CONNECTED TO FOOTING DRAINS AROUND iio nD212O"T"'CO"1ROU a o WASHINGTON 5TATE BANE. LOT AND THEN CONNECTED TO CURTAIN 0 ZCNFR" C : DRAINS WHICH WILL BE HOOKED UP TO PER ItIMT n THURSTON COUNTY lll ORAW,N PREI NETWORT R -10 CLOSEST CATCH BASIN." RE SDN "E"p" SntC ;or 54 REPLACE NOTE 4 ON DWG. R-4 THROUGH 3 R -14 WITH: "ROOF DRAINS WILL BE o aTn CONNECTED TO FOOTING DRAINS AROUND iio nD212O"T"'CO"1ROU a o WASHINGTON 5TATE BANE. LOT AND THEN CONNECTED TO CURTAIN 0 ZCNFR" C : DRAINS WHICH WILL BE HOOKED UP TO PER ItIMT n THURSTON COUNTY lll ORAW,N PREI NETWORT R -10 CLOSEST CATCH BASIN." RE SDN "E"p" SntC ;or 54 4YIUA -5TAX 55.73 SEC.23, T17N, R1E, W.M. 14..5609 ..M5] QrND'SAI4.)6.53 M _ N 1 ] O I- Od _ v N_ X 0 50 IW W 400 SD U. Ir SO - 1 05 -D.mY rrr5r RIM I.C. IN I.C. OUT �1 2 I I Ou G G v i 400 1 2d2 2a3 234 � 384.19 r 330.19 Io TYPE 1 20 +91.25 I 383.29 - WO-- 4Y400. 13 T 2 -4V NWfN5!U, 4o 9.93 -. IOVNT' v: 31u,c> 62 TYPE IL 140 +%.30 III 383.16 395 379.21 R VNLC: 1 so,DO I • � �� I �) S �fIB �I ' Is ry 379.36 37!.36 G 3 395 I $ <: 8$ Ti H s 11 65 1 'el I za�26y MIX. Irw I a0�2C�1 56'RAV ®s-o nnT 56'RAV RAAD A ROAD H 92 OAG c.5 6FB %Y 0'MG W 13 0150 M ] 1 C 10.00 RT 50 V. I tl .4 "'-° °'" ^ °' ROAD F SEC.23, T17N, R1E, W.M. 14..5609 ..M5] QrND'SAI4.)6.53 M _ N 1 ] O I- Od _ v N_ X 0 50 IW W 400 orM I I 1 l 1`5ET RIM I.C. IN I.C. OUT �1 2 I I Ou G G v i 400 20+mw 15.07 RT 384.19 - 330.19 12 TYPE 1 20 +91.25 18.80 LT 383.29 - 379.29 13 T 2 -4V NWfN5!U, 4o 9.93 1 IOVNT' v: 31u,c> 62 TYPE IL 140 +%.30 III 383.16 395 379.21 R VNLC: 1 so,DO 6] !40+43.33 R V ]s. 25.OJ vc 379.36 37!.36 G ml1 395 390 $ <: 8$ Ti H s 8 S� �S> 65 i� r i R" i it j$ X o vn >TAI F VNL6 so.00 .4135 1 LO 390 385 S 0150 wn C 10.00 RT 379.51 tl .4 EY51 i 385 10.00 LT 379.31 376.31 .aDa de cwuw yy rr N 380 r R -a 380 _ i _ - -� n 375 - "- 375 z9 v.lr r 9�0.005Y m YC '. irC 370 Iz SDR�a 3•sm raP: J4' n.lo IRnuSm m5TV10 IO(DPI wtrm s- o.CO]O 1 1 _ _ R 1 365mcA3 �c.�g 8am3 L C 140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50 144+00 144+50 145+00 L ROAD F HOR7..7' =50' VERT. -1' =5' STORM DRAIN CATCH BASINS orM I TFP[ STATION l 1`5ET RIM I.C. IN I.C. OUT II THE1 20+mw 15.07 RT 384.19 - 330.19 12 TYPE 1 20 +91.25 18.80 LT 383.29 - 379.29 13 T 2 -4V 20 +91.25 10.00 RI 3 IA5 37 &% 378.% 62 TYPE IL 140 +%.30 16.00LT 383.16 379.21 379.21 63 TrtE 1 !40+43.33 10.00 RT 383.27 379.36 37!.36 G NOT U9ED 65 NOT U3ED 66 NOT V9m 0150 1TK 1 144+76,53 10.00 RT 379.51 376.17 376.17 EY51 lYP! I 144+02.33 10.00 LT 379.31 376.31 NOTE5: I. RFPERENCETMAWTNGSR- I64R.17FORROADWAYMaC 5ANDPAVING DRABS. 2. PSrOE a DRAWWGS W I9 THRU R -21 rCR IN1[RYCTpI AND T MC CLAMING DBMS. 3. RETPRENCE DRAM W- I ThRU W -1 I. 5.1 TIIRU 5� 11, U- 14 U-2 FOR WATM AND 5,LE.P. INFORMAr1CN. 4. ROOF DRAPE SPALL 6E nGHRINm TO DRVWpLS AND 9E FVLED ON PVIOUAL LOTS fCi.T1R 51RLCTURE SERVED CRW4L55HA w5lno TO T[ 9TCRM RLWOrf IN A^AR7ANCC WIM CLAY Or KW STANDARDS. 5TORM DRAIII MMNG 5MA M ADS N -12 UNUi 5PCCRKNLY CEI4DHE0'ATThIND RCUNI TO RPEI 5T IMDRARD ARC TO CCNTIX Of urcH eASlxs AND aounocD ro me NEARCST roor. G. nPER INCE DPAxTNG5 G5 4 G 6 E ROAAWAY 110RRON GEOMRRY. ]. TO PROTECT ORANAGE RL'TEN�ON WIUT6 rROM S NII TAT1QN. TACT 511 L NOT DE CONNECTED TO TnC STOW CONK Ma SYSTEM UNTIL SIR 'AON ROAD', UTiDn6. RRMAN!NT EROSION CAIORIX VY1911RE5. AND UW 05C nw ARCM P1AA' IN TYE TRIBUTARY ARG ADpVE mE rACUTY. 6. ALL CATCH eA51N GRATE EI£VATIONS ARE W TO PROPO",aCO CUM FIAT/ UNEE ATIONS. EPLACE NOTE 4 ON DWG. R -4 THROUGH -14 WITH: "ROOF DRAINS WILL BE ONNECTED TO FOOTING DRAINS AROUN O-r AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." HORIZONTAL CONTROU WASHMGTCNI STAR %AYE• SDUTH ZONE MR 1CHPN 4 iHURSroN AUNTY HRa1 rREC19pN NRWORI. aI I [I w.o A. sAam.x s I I I V_RLlY16�9TA1W.CO,W 19 I f I I I j 229 I ROAD A 228 J ROAD G B9b.a050 rT:TT SEC.23, T17N, R1E, W.M. / ¢Rows- s *Alu.nu IIIIY / /// e Y m i z _N scut ROAD G NORL -1• -9C VERT. -1 - -6• 1--- -"�_ ---i �-..o .. 'G-A- N' YIN:MPNR��OPA R6�m�1.Aw�. STS a STORM DRAIN CATCH BASINS rrOA I TYPE 5TATION OFF5Cr RIM I.C. IN I.C. OLR 14 TYPE I 1 1 16071r 301.55 - 377.55 15 r 2 46• 22 +65.00 10.00 RT 361,71 3n.41 377.41 G�Ti 400 10.00 Ri S90.6B HI sll- 1111 9.IYJ 67 0+56.2] I6AO LT 360.60 376.65 400 66 0+43.33 'A9TA: 'Y4IPWIT9iN 1I.IY3D 37460 374W W fil 3 +05.17 16A0 LT F1+ 374.35 9]4.39 70 140 y,Dp mOMNTMV: 149 374M 71 IL� .61 ZIV 37294 372.94 Dmwo Mnv: f w9 . J: 49.33 Af5.0D2 IOAO LT 357.7] 372.46 9rA 14i+psAJ �>. Olw 395 POwrnv: 3eD.9' nv:9 9DW Tc 11 395 39.D3 � QIQ BR x 8� 81a. uPi SQ 390 390 yy tt 6 N D s 6 385 385 380 380 C ilO GU9n10N .I CW 375 375 Y 370 i�otiosz .rt 3.57EIpTCD 372 m 1 n 370 _ Ir5DP63 L76 3 S[. [y 37439 P 50 ¢.3>33� J 365 mSThcc lno mrl uvlr 9D 365 360 360 159 +50 160 +00 160 +50 161 +00 161 +50 162+00 162 +50 163 +00 163 +50 164 +00 164 +50 165 +00 ROAD G NORL -1• -9C VERT. -1 - -6• 1--- -"�_ ---i �-..o .. 'G-A- N' YIN:MPNR��OPA R6�m�1.Aw�. STS a STORM DRAIN CATCH BASINS rrOA I TYPE 5TATION OFF5Cr RIM I.C. IN I.C. OLR 14 TYPE I 22 +65 00 16071r 301.55 - 377.55 15 r 2 46• 22 +65.00 10.00 RT 361,71 3n.41 377.41 16 3 +47.26 10.00 Ri S90.6B 37440 976.40 67 0+56.2] I6AO LT 360.60 376.65 37465 66 0+43.33 IO.00Q 360.71 37460 374W W fil 3 +05.17 16A0 LT 3n.92 374.35 9]4.39 70 3 +00.17 IO.DORT 3]6.09 374M 71 .61 I I AT LT 37294 372.94 Dmwo 5 +00.36 IOAO LT 357.7] 372.46 3]2.4D !1016: 1. R[rpICNCC ORAYANG5 R16T R- 1]f"OR ROAAVAY SECTIONS ANO PAVING DEfAIL5. 2. RCPCRCNCC DRAmN R -19 MRU R-21 MR INTERSECTION AND iRAlrlC CA w DETAILS. 3. RE[ERENCE DRAw1NG5 W.I THRU W.11. &I THRU 5.1 1, U.1 1 U -2 MR. WAitR AN05T.E r, INTOOAAT.'M. 5, ALL 5TORM DRAIN PIPING SHALL EE AD5 N -12 UNLESS P CIF L Y IOATCH CAWITHINTHISUNO TO PIP ElANG1M51N01CAR0 ARE TO C[NT[R OP CATCH 00.51[:9 AND ROUNDED TO TNC NCAR•9i IDOT. 6. REr[RBNC[ORAwNG5G54 Gi POR Rpgpw4Y nOR120NTAL GEOMETRY. ]. TO PROI[Cf ORNNA[R: RERNLION rAClunes rROLI SmINBATATION, RCY SNAU Nor 6[ 0DNN1=D TO T E STORM CO %NEE SYSTENN UNTN WE WOtR, ROADS. UTIUT16, "RAIMENT ERDWAQ OJNTROL MCA511RC5. AND -ANff..CA914G ARE IN FTA„T IN T TRIBUTARY AREA A c l r rPp . 6. ALL CATCH DASM GRATE EIEVATIO ARE SCT TO PRONSED WRB PUTV UNE E"ATp . R -14 WITH: "ROOF DRAINS WILL BE CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." HORIZON TRAL: WO STATE A[ . FR OTH BEN[ PERTOP NG O 29 N 1HUR9T%DNlfl ttHNitl 0XRURSTCW fo:m PRLC19%1N NETWORK ml1Gn [CI9:CN NCTWJRK '54: 2215403 J2a RAM n5 31M SEC.23..T17N.R1E, W.M. 4RpeD 0. STR 90131 -If CEWN• t -9iA 291 ♦2].9e O, 5T{ 19.= .5] - 9A 4F.. I I M9TA ROAD E WP R -Ip ROAD H -Z a w las SENE ROAD P 5FE f11. ROAD H HORZ.- T' -60' VERT. -7' -5 4ROPOL ROAD D 9CE pW Rd 56' RAV- �I 2.1 17 ROAD L 1 wl L� LI YvaC i- I ryvnn"��muw. !- `\ FfY Mqp �� 5K ]..1:]Y RI]•WY. STORM DRAIN CATCH BASINS M # TYPE .4 35.97 OFFSET RIM 395 I.E. OUT 38 THE a 395 360.% - 375.56 I m 9TA::rolasa TWE2.48' FvNVt: 49.9] Sow vc pN s xR 360.67 390 _ •wl nv: 37c.s1 _ _' - Mr@Xf91A- 199.9SW - _ _ - 89 Be +R_ �G -N ri - . V ' 390 379.41 374.% IOW 374L0 59 T 1 122+G5.781 16.00' RT 376.49 lW FV� 1230 372.00 a� aY �� If•' ntl 4. DRUMNNS TO CMN OWRN 2UwS AND B5<PWLLC9C_O - m DO �9 .o v-, W •. Cm y 65 NOT U3® 385 !8. $ 8 Z m �'. ?' a 385 TYPE I 160.35.00 nN 8 $ YICO GML• 372.35 73 380 p5rWG G1{'TW IO.CO LR 376.40 380 372.26 2.OT/r' ME 15.07 R 37687 372.33 372.33 75 TYPE I 162 +76.FA' 10.00 Li 380.96 - 3]6.93 76 TVR I 162 +76-64 375 36082 376.60 37680 A 375 230 «10.00 19.5OLT 376.04 PRO T 375.24 L'SVItOF 11TE I 230 10.00 19.50 RT 376.0{ 371M n e•WU for s7c.3e- PR _ r{ _- - 1 2'90[ 3]695 _- 370 _.. ... Q ... e lz aoi: nzza swD - - z•sTEATCE 375.51 ._.._ - - _ 370 ORAN ERETENTgN fa:lUTlf3 FROM SEpM[NTATIpl. THEY 7. TO NOT ' e R: a7aQ6• n a MA r .171 11 z 5RP TM 303T 2 iR312% `'J 5T 365 rs +oP: 370.39 I 301E 372. I• - ! 365 LANDSCAPING AM W P i N TIE TRIBUTARY AREA A THE FACIUTY. 0 375 -- - . T %MW Y/ .GI 6. All CATCH 6A51N GRA EI ATIOINEI ARE 5ET TO PROPOSED CURB ?LOIY D 1 2 50 Q 3-,5 30 360 92 v.IZ s -DOD50 "nr Hp�rO.°.N fiIIGAV I� r"ING (IM) -I,= a Is e I N 360 370 355 ., 12 9D C- 3T4 6T J{ rsly r0n 3] 99 A B'o Rm 355 I 179 +50 180 +00 180 +50 181+00 181 +50 182 +00 182 +50 183 +00 183 +50 184 +00 184 +50 185 +00 ROAD H HORZ.- T' -60' VERT. -7' -5 4ROPOL ROAD D 9CE pW Rd 56' RAV- �I 2.1 17 ROAD L 1 wl L� LI YvaC i- I ryvnn"��muw. !- `\ FfY Mqp �� 5K ]..1:]Y RI]•WY. STORM DRAIN CATCH BASINS M # TYPE STATION OFFSET RIM I.E. IN I.E. OUT 38 THE 69140-03 1507LT 360.% - 375.56 39 TWE2.48' 89 +40.63 1000 Rf 360.67 375.10 37510 40 TVPEI 90 +50.00 16.00 RT 379.41 374.% 374.56 59 T 1 122+G5.781 16.00' RT 376.49 372,00 372.00 64 NOT u5 4. DRUMNNS TO CMN OWRN 2UwS AND B5<PWLLC9C_O - _ DO �9 .o v-, W •. Cm n, 65 NOT U3® 72 TYPE I 160.35.00 IO.00LT 376.40 372.35 73 TYPE I 180 +3500 IO.CO LR 376.40 372.26 372.26 79 ME 160 +46.46 15.07 R 37687 372.33 372.33 75 TYPE I 162 +76.FA' 10.00 Li 380.96 - 3]6.93 76 TVR I 162 +76-64 16.00 Ri 36082 376.60 37680 A TYPE 230 «10.00 19.5OLT 376.04 375.24 375.24 76 11TE I 230 10.00 19.50 RT 376.0{ 375.43 0 '1 ICO NOTCS: SCNE I . RCRR[NCC ORAYANGS R -16 { R -17 FOR ROADWAY SECn WG AND PAVIxG DETaLS. 2. REPCRENCC DPAWifJCd R -19 THRU R -21 FOR INTCflSERgN AND TRAFFIC CLAMING OEtaLS. 3, REFERENCE DRAWINGS W -I TrRL W -1 1. S 1 TNRU 5 -1 I. U -1 a U -2 FOR WRW. a1D 5 T.C.P. INFDWrHTION. M 511, 2 93.01 S. �Ctv 1�K 390 4. DRUMNNS TO CMN OWRN 2UwS AND B5<PWLLC9C_O - _ DO �9 .o v-, W •. Cm n, F5CHRPT1HlC8E S MTIGOMCTUUNREO IND MADDOU`A R N TO ACCOMODATE 5T RUNOfP 14 ACCORDANCE WRH CITY Of YEUA 8 H + STINDARD9. 1 385 5 ALL STORM 0Ra PIPING SHALL BC ADS N -12 UNIE55 SPEORCAllY 1;0 IDENTn[D vnD11N i PWN SET. RR UCWTHS INDICATED ARE TO CENTER Of Y m r CATCH 6A4IN5 AND MO TO THE IKAREST FOOT. 6. UFFRENCL GRAM G-5 { 56 POR P AY HCWWNTAI GEOMETRY. PR I L- 380 _- -- - - - 2W - - _ ORAN ERETENTgN fa:lUTlf3 FROM SEpM[NTATIpl. THEY 7. TO NOT SHALL NOT 0< CCR3et D 10 THE STORM CONVEYANCE SYSTEM UNTIL 511E Ef `'J 5T I%jm ROAD`. UVUTIE5 FMhvUNENT ERSYICN CONTIOX MEASURE5. AVD �� crJNC LANDSCAPING AM W P i N TIE TRIBUTARY AREA A THE FACIUTY. 0 375 -- - 6. All CATCH 6A51N GRA EI ATIOINEI ARE 5ET TO PROPOSED CURB ?LOIY D 1 2 50 Q 3-,5 30 UuE flNATIONS. N I eWWT 374 J1' J1 I 370 1 12 9D C- 3T4 6T J{ rsly r0n 3] 99 I a so P 37 Gr aiM.I TOP 9D1�i 21 Acq REPLACE NOTE 4 ON DWG. R -4 THROUGH TDB 06;1 5 R -14 WITH: 'ROOF DRAINS WILL BE ` CONNECTED TO FOOTING DRAINS AROUNC mH aN �r_ - - - LOT AND THEN CONNECTED TO CURTAIN 230 +00230 +50231 +00231+ DRAINS WHICH WILL BE HOOKED UP TO ROAD L CLOSEST CATCH BASIN." HORZ -Y -56• VERT. -1 -- SEC.23, T1 7N, R1 E, W.M. ROADA qN, -_. I �/' 52 LMGRI qR A- ST•14+537Z ppyey �' I.E. IN I.E. OUT FNI[TI- 9T/.3'atl+N.M lYR 395 117 SC WM 371.53' fpIMY110 [A'�iNGS'Pw LRN4 N[. by-S 224 +79.55 8.50 Rf 415TA1_TT[ GTCX fdRIVRCRIO A:M KAM SfA 1 368.70 &CI KWR' TX[ E i[ WD9l0R O'X[ I 8.12' Rt 1 DDHNG SIORN CRNN AK i 7 1 1277 378 2781 2fl0 25` Z2 28 ', _ it FAQ" "srA Zx. +m.cr I 1 _ —!. �_..._ I .. ... _— I gng 385 n � 1 WM � I NnsrA 2a++7 __. -HPIhM A 385 iH5XfD GWJf SD.Op YC \\ �♦ 8 $ $ ♦ ♦♦ 380 zW _ �MMND CVa.nc _ 380 KHA ALLEY 1 395 qN, -_. I �/' pp s ( J ppyey �' I.E. IN I.E. OUT A>bT lYR 395 117 4 J -rh 371.53' 90 lY'PE 224 +79.55 8.50 Rf 1372-25 A:M KAM SfA 1 368.70 &CI VP!) 223 +19.53 8.12' Rt 3]2.00 368.50 YM hV: 9ED.S1 , 390 0. C W � n p{Q _ —!. �_..._ I .. ... _— 390 gng 385 n � 1 WM � I NnsrA 2a++7 __. -HPIhM A 385 iH5XfD GWJf SD.Op YC 8 $ $ 380 zW _ �MMND CVa.nc _ 380 375 375 370 n .. - -- -- 370 365 ! _ E-I _ aU llW44 S0.. 365 ' p.00YA: l PGOJmG NM IIMI 360 twnNC Dfvo _ R� $�! $�$ 355 _M _ _ n n�1 F1� 355 220 +00 220 +50 221+00 221+50 222 +00 222 +50 223 +00 223 +50 224 +00 224 +50 225 +00 ALLEY 1 9011Z -T -150' VERT. -1' -S - 4Nb_i.:L. ' �i qN, -_. i NN4o � I �/' pp s ( J ppyey �' I.E. IN I.E. OUT A>bT lYR I�°P94'_�i �r'elniw+m "M"p�' 117 4 J -rh 371.53' 90 STORM DRAIN CATCH BASINS ITQN1 i TYPE 5TATION OPPSIT RIM I.E. IN I.E. OUT 79 lYR 2W+83321& 117 376.03 371.53' 90 lY'PE 224 +79.55 8.50 Rf 1372-25 368.70 1 368.70 &CI VP!) 223 +19.53 8.12' Rt 3]2.00 368.50 368.50' NOBS: I. R!F!RlNCE fMAYMNGS R -I6A R -I]FOR ROP8NAY5[LTIONS AND PAVING 0RAg5. 2. NAKR_AICE T MNGS R.19 TMRU R -21 POR NTERSI'Cf10N ANO TNPRIC GNMNG OfTNLS- 3. REPANENLE DRAWINGS W-1 MRO W- I. S I MILL } 1 I, V- 1 U -2 POR WATT R AND 5.i A.P. INfORMgTNJN. 4. ORNNS SMALL TIE TGHTUNED TO ORNAE"'S AND %MRCP` ON I- LOTS PLR M[ 51RU 1 SERVED. DRYWELLS SMALL M 5QlD TO R 5T RLNOPP M ACOJWD WXTH OW Q 12tH AxDAxv�. ALL ST01w DRAN PIPING SMNL BE A N.12 UNLESS 5PECIr C y IDENTIPIED NUNNI THIS PIAH M. PIPE UVGTM5 INDI TID ARA TD ME OF UTCH BA51N5 AND ROUNDED TO ME NEAREST PDOT. G. R[P[RQACE 0R 1455 G5 N G -6 FOR NOAAYAY MOR12 & GfOMCTRY. 7. TO PROTlOT ORAWAG! R NTON MCIUTIM PROM 5WIMEMAnCN. TMIS' SMALL NOT BE CONIA=D TO THE STOP.M CONVEYANCE SYSTEM UNTIL 5M[ WORA. no", UTILTiE5. PERNANENI V"IDN CONT 5U"5. AND ULNDSfAPING ARE IN PVrCE M ME 1Rl5UTA AREA Al1DM! ME FALRPY. 8. ALL u4e flEVATIONS VAT BASIN GRAIL lIAVAT10N5 ARE 5Ci TO PROPD9m G1RB PIAY . REPLACE NOTE 4 ON DWG. R -4 THROUGH R -14 WITH: "ROOF DRAINS WILL BE CONNECTED TO FOOTING DRAINS AROUND LOT AND THEN CONNECTED TO CURTAIN DRAINS WHICH WILL BE HOOKED UP TO CLOSEST CATCH BASIN." HOW20 CLNf : WASHINGTON STAR PUN.'E, VERTICAL DAt SCUM K f KR TO m NGVD 29 PERTMURTDN MUIL5I CDUMIY MGM fAU HIGH PRA 50N NlIWORT PRE0510N NETWgIX a .m + .m CP R. j m NEW.. r.rmra x - �� i e ur arr P r[w a .m + .m j m r.rmra Inx N �� i ur arr P r[w mPr. P weLlc waM CEMENT CONCRETE CURBS N.T.x SEC23, T17N, R1E, W.M. L L T�� I�lil � NaplNWDYIM DYY IYY rtwxeurD rw rx.xem 1 m 4rNOeN,axr. i L^'"oE� sEEwr -wnw i MRW (IMI sf+VCIFDrrAX r.9G r0 r®61lRX NI®(Lq � WMC .- YG[44R % Y iC6 5 MM - "I, g »vNl � 5 W.Y GNOIAW srw mAxerw,cwr Lf xwdwG•JWn¢ / MPYPttLM Irw musrNwxiJ suvwww vxr.en la vx fJS Lo wLLeo cuxeawr mete _ —_ xe m. NerasreEr NOTES i n5 q4r i:lOY,IEJ wMR: rtp5�W4 wOY?xGINRR OTLLMr4 Wrr[SNiRD Z CLIT RANI LCUIIW YWLY rVG'iwlnry int NLMPINE +ssocarocaY4xlR.wu xwmnmecanwn ru.e 5 Mp[KP/. ;fAll,'6 fHLD NP.,nt [MNSLERYIn Of 1xLGG^d sz+R xvea rm 1w ryrax, SuvEr: vxs xw x rvJx. .. W WrrJ�wArw4y.JUN]NIxIX#J.KRtl LR24POm4l RnWrwYG51x+Dxfw12 W2nun0[Lxµv rw ry IYCM YW LR A'PxG. f XZl[COxlIK1tt11pM51L4TCMBPiGY $TCPCE yICM1 wrtW 51M,Wq •AY e,E ZRR CJM. CwDNLI WRq WKN•y CL2 JPIIFROIOILdSnMV C1NpwIAr.S L YEOttw tt,4)'RW +V NNl3q ICKR QAQ1rl}Ol.: iLLWNRdNS Yf [exTAa f./IBfOR NIDMN:E N.1fHIMlw sxnen z rveolc4 ttrLYrgxt41tw4D rwurnrE _•or3xG-lxcux n<xx:4:arwucercueuncprtu onw.Ymewa Na D.lmc r661GM 4,IL P sIY WM1E., Pi m rmcsmRx C1 VvX'E CAJR !G e nNwmw +NRwwrElxx.+wYOrcxuwcavL lrenar IexGr, mr!a I s 2rro wacowuGM +Yw:Ixxrr;M1nNner wxrawr4srtrerxw w<xumwc lK rs lawruw•.Eu uwr,. ME arrow swe w res ewe uNr xN. x N. nAr Es Eros. aoxeNn NOVwlxra snmxecext erca4 Nnsn. xanw rerx it +wmsrur Lrrnse+ .E. rtxe,ewwx5 wrxoumm rr,e EnaWES.w.Lf+r r,�fera.w e,mwruqu wuwwu x +rla SNw.NVAnJNyme cue xwr ce wlu.L.w rllve wi a xo wl4x.+ro xnRa, MGM Dau=oN TYPE D RA11P IvPebin� RESTORATION TABLE 1 sr ry TYPICAL PIPE TRENCH Dalrwl oa II '� M-A pli < C m N J N Q 2 O W � 0 > _ m 3 F � i m w a H 3 m Q Q � H R -15 r , .• era r.rmra �� i N.T.x WUm-n ` vNCw Tww wnm nvr oouxEan Taµ EASEma P®IANWR BEEICADE IvPebin� RESTORATION TABLE 1 sr ry TYPICAL PIPE TRENCH Dalrwl oa II '� M-A pli < C m N J N Q 2 O W � 0 > _ m 3 F � i m w a H 3 m Q Q � H R -15 NOTE THE A5PnALT CONCRETE PAVEMENT, 5HAU BE COWACrEO TO A MINIMUM OF 92% OF THE MACIMUMDER511 iHECKU5HED5URPACING TOP COUR5E AND CNLl T 5HALL BE COMPACTED TO A MINIMUM OF 939.OF THE MANIMJM De N51TY. LEGEND OI 2- AS'HALT CONCZ° E PAVEMENT O2 2'CRU5Mt05URFAOING TOP COUV.E (D 8 " BALLAST O4' CONCRET•_ 5101WAU. PER CITY OF UiIUT"[U`fAl[Ni YEW DETAIL 4 -II ON DWG R -15. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL V RIFY DRIVEWAY LOCATION O2 ROLLED CURB AND OJTTER PER CITY OF YELM DETAIL 4 -1 B ON ONG R 15 NOTE THE A5PnALT CONCRETE PAVEMENT, 5HAU BE COWACrEO TO A MINIMUM OF 92% OF THE MACIMUMDER511 iHECKU5HED5URPACING TOP COUR5E AND CNLl T 5HALL BE COMPACTED TO A MINIMUM OF 939.OF THE MANIMJM De N51TY. I BARRIER CURB ROLLED CURB AND GI1TT,`.R AND GUTTER 6.)TLINE .7 A. SUPERIMPOSED 5ECTION5 16, IQA•ypNEe 150METRIC VIEW yep, TANOMA T HAA 1A.e1ER PLAtI MaRR11Y YHl{ WAfOAVONN CURB TRANSITION DETAIL 5EC.23, T1 7N, R1 E, W.M. �rnN�.Y= R,W E IOC- . 13b- —Ila I10 fJ {L 4 SC EIA9 l PII,D UIIJttEASPMfY' 5'DE'NI)A PIA \C[RSWP iFpFFIC U'If �RAPFIO TARE AJfR'iAING 5'O[SbW. Ji:Utt [49:[V 51005 CE ROM II SM O'NC5 R.19 O$ 2 rHRC L.21 �OxP3 MAY 24- 2%- —11 ' r-1 � f— .... 'AAA - -`.P AIAN [----S,P� —J NCR, n•;p e" OF t(rr") 5Tfr SBNER SOUTH AND WP5T Of fe fttP j ROAD CROSS SECTION 1 -NOTTQ a = IIGADA•STA 13M310 m OHnW IIOADb.STAM WWS l IIOAO a. U&IW "m 13NTea C•7 C RAY sco —Ibo vwre5 zeb T 13b 19b v �1bb —SC Q I' I M[AVO[RIVG I 1PAPM1C L4Vf TRAFFIC LANE PLARrfR $IG.o 4 RWAUNG UTIUTYIIASWm, 5 �� :ACES O`ROAOI �. r ASIH WPTEi MAN NORTH AW EAST OP CDW.) 11D SoJTn AND wE5 cr fL;M) (� ✓yY') ROAD CROSS SECTION 2`� IU0ADA:3T&IlM. TO1M10 y DI` ROAOCB&MWmHSSO RMOO.BTA SNN91 mSN]Y.SI. ` 111 asMlmm1o1W6.i1 VVV VA IOU c zea zea - P n a u a pl c s UTILITY PA5EMBlr °,ANTM 5IPJP 51VIWAL( MNT[R5 -'r TRAFFIC LANE 'MrrIC LAN[ 51_5-OUT PRANG Om l PJMRR' UTILITY EASM'M 5CU G5R15 SrRI• TIIRU R -21� zia� zy I �V z,c Y 5 I I� I ,% mm - I ti unurDS .. . ( 4 mac: Rw —ICo- -y J NORTH AND EAST OF (L RYP I IF 50 -- I , M[4VRR:Nf. UiIUT"[U`fAl[Ni IDB4ALR- 4LLfl!!ai1NG ISIOf50f ilpAp I BARRIER CURB ROLLED CURB AND GI1TT,`.R AND GUTTER 6.)TLINE .7 A. SUPERIMPOSED 5ECTION5 16, IQA•ypNEe 150METRIC VIEW yep, TANOMA T HAA 1A.e1ER PLAtI MaRR11Y YHl{ WAfOAVONN CURB TRANSITION DETAIL 5EC.23, T1 7N, R1 E, W.M. �rnN�.Y= R,W E IOC- . 13b- —Ila I10 fJ {L 4 SC EIA9 l PII,D UIIJttEASPMfY' 5'DE'NI)A PIA \C[RSWP iFpFFIC U'If �RAPFIO TARE AJfR'iAING 5'O[SbW. Ji:Utt [49:[V 51005 CE ROM II SM O'NC5 R.19 O$ 2 rHRC L.21 �OxP3 MAY 24- 2%- —11 ' r-1 � f— .... 'AAA - -`.P AIAN [----S,P� —J NCR, n•;p e" OF t(rr") 5Tfr SBNER SOUTH AND WP5T Of fe fttP j ROAD CROSS SECTION 1 -NOTTQ a = IIGADA•STA 13M310 m OHnW IIOADb.STAM WWS l IIOAO a. U&IW "m 13NTea C•7 C RAY sco —Ibo vwre5 zeb T 13b 19b v �1bb —SC Q I' I M[AVO[RIVG I 1PAPM1C L4Vf TRAFFIC LANE PLARrfR $IG.o 4 RWAUNG UTIUTYIIASWm, 5 �� :ACES O`ROAOI �. r ASIH WPTEi MAN NORTH AW EAST OP CDW.) 11D SoJTn AND wE5 cr fL;M) (� ✓yY') ROAD CROSS SECTION 2`� IU0ADA:3T&IlM. TO1M10 y DI` ROAOCB&MWmHSSO RMOO.BTA SNN91 mSN]Y.SI. ` 111 asMlmm1o1W6.i1 VVV VA IOU c zea zea - P n a u a pl c s UTILITY PA5EMBlr °,ANTM 5IPJP 51VIWAL( MNT[R5 -'r TRAFFIC LANE 'MrrIC LAN[ 51_5-OUT PRANG Om l PJMRR' UTILITY EASM'M 5CU G5R15 SrRI• TIIRU R -21� zia� zy I �V z,c Y 5 I I� I ,% mm - I ti unurDS .. . ( 4 mac: Ws'&MA.N I-- 5.a J NORTH AND EAST OF (L RYP I 9 9 50U1H AND 7OF WfSi OF (L!IYPJ ROAD CROSS SECTION 3 .xDTroseALe. ROMD. aTA lb W.aam LNNONREDL 17To T00aa.9. WZIN 981AMTO I0N ROM e•srA 1]Or 13Nrrer POM F•STA1 IIN- (MMNdiEO) V&ll0m1 TOO ROM N • 8TA 1!0100.00 m 1NrA.T �tl LEGEND n[J� I (�ALT CANCRE7 E PAVEMENT O2 Z CRUSHED 5URWING- TOP COURSE O e• eALUST LA O4- CONCRETE 50EINAI.R PER CITY OF YELV DET41L 4 -11 ON DWG R- 15. PRIOR TO CCT1J51.RJCt10N, OONTRAG-ORSHALL VERPY DRIV_°WAI LOCATION. fA SO I'G CURB AND GUTTER PER CITY OF YELM DFTAIL 4.13,0N DWG R 15 O6 2' R(JLLEO CURB AND GUTTER PER OTY OF YELM1 DETA�l 4. 13 ON DWG R -15 NOTE THE ASPHALT CON' RfrE PAVEMENT ALL BE COMPACTED TO A NNNIMUM OE. 92.w..f THE MARIMJMDrN51W. THFCRUSH'_DSURFACING TOP COURSE AND BALLAST SMALL BE COMPACTED TO A MINIMUM OF 95% OF TIE MAXIMUM DEN51W 200 — X85- - Oj r\ HI% sae �MaN ALLEY 1 -NOTTo IKA - c� — 5c— I 5[GCV/Pw 1 I 2 %� SEC.23, TI 7N, R1 E, W.M. 3G TRA"Ic UNE 11 9vfNks u ROAD CROSS SECTION 4 P1� - -lo.0 5d 1 I U11Utt fA5!N!N- SIJGWM PUI� °R STIIIAAAIIIiP I -xOT TO EfJLE. ROAD 0 • aiA 9.20.bTOTW.W LA 4 i �4-oLj ;Uwk �w C�1 Wx I PIA`.ifP I Ul._!tt&�EM //f \' I I�Mf-I �I W -Il h C JXX V 28,0 NW � I r PARKING WIf Y.AFfIC wxE rRAFF.c'.ANe vNi4vG wNf P�FR s'.p[VIA'.N i ur!LN"eh:EUWr 0/0 p 4 1— AS,N YFl 25- fR I—SC —i CSII $ nT01 WTH ANp l \'ST OF � jIW I 0 5 �Ilrn 4giGI 9ASI`I O Bw TER SEC.23, TI 7N, R1 E, W.M. 3G TRA"Ic UNE 11 9vfNks u ROAD CROSS SECTION 4 P1� - -lo.0 5d 1 I U11Utt fA5!N!N- SIJGWM PUI� °R STIIIAAAIIIiP I -xOT TO EfJLE. ROAD 0 • aiA 9.20.bTOTW.W LA 4 i �4-oLj ;Uwk �w C�1 Wx I PIA`.ifP I Ul._!tt&�EM //f \' I I�Mf-I �I W -Il h C JXX V 28,0 NW � I r PARKING WIf Y.AFfIC wxE rRAFF.c'.ANe vNi4vG wNf P�FR s'.p[VIA'.N i ur!LN"eh:EUWr 0/0 p 4 1— AS,N ' I 10'WPAf[R M1IAIN �'b� NORTH AN [q5T pT (L(M.1 I—SC —i CSII $ nT01 WTH ANp l \'ST OF � jIW I ROAD CROSS SECTION 5 -xor roMMW ROAa A•T& 9HdNT0nl b RoAO L•srA aE.oaw Tovr.nm cwri 9A5!u ROAD CROSS SECTION 6 - NOTTOaGLE- aaMA•W&1MnNTOil nH auta \` l IrNWOam rK aAww. \ �� TYPE II M4 CEMENT CONCRETE N APPROACH DUMP NO WASTE DRAINS TO STREAM DUMP �NO WASTE DRNNS TO STREAM M1@ 1. Cpiq SI[IR]L J' 10.'Y R?VR9[ 3. ERMGL MTTPW WJT N: R' N wan n10 MTAI]tD u RIAKI Port- ). RP`CP ILR4110 MT K MMR[. TNILW IOPN WdI01FLNINYMY 1HY WMRYIfII FORS E SEC.23, T1 7N, R1 E, W.M. •Yw�P]a' W4 Pr GENERAL NOTE5 (STORM DRAIN CON5TROCTION): 1. All WL\S !IHIF AND MATERIALS ML EE IN ACCORDANCE WTM THE CRYOFYEIM FUIEUC WORKS STANDARDS AND TIE MOST RECENT COPY OF THE 5TATE OF WASHINGTON STANDARD SPECIFICATI FOR ROOD, BRIDGE AND MUNICIPAL CONSTRUCTION OAVM .FL N 2. TEMPORARY ERO51ONWATM POWJPON NCAA WD. BE REWIRED IN ACCORDNOE WTH ME STORMMATEK MANAGEMENT RAN AND 5ECT10N I -07.15 Of THE 5TANDMp SPEQFCATION9. 3. CON DR R AND R£OUIREMEMS QP ME PRNFNG AUMORJ R5OR AGE NCIES, 4. A PRE.CON5Tg1LTION M[EING WAL 9E H[L0 WIM 111[ CCTxAANNY D[KU]PMCNT 0[PARDAENT PRIOR TO THE 5TART Of CONSTRUCTION 5. ALL 510RM MNN9 AND REIENIAiDCRIRTICN AREgS WILL [r STAK® PORGRIDE ANO A 54IV CNT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OE PCR11ORMING SUCH WORK G. 5TORM ORNNPIPE Wawa THE FQuOW9NG REOVIREJENTS: A ERIN CONCRETE PIPE CONFORMING TO ME REOLWROMEJTS OF PASHTO M M. C]ASS 2. 5. REINFORCED CONCRETE PIPE CONFORMING TO ME REW IRCM CIF M!IMTO M 170. C. FVC PIPE CONFORMING TO ASTM D 301445M 35 OR ASTM 1794 M ASTMFG TYPE MM JOINT5 AND KCT5 CONFORMNG TO ASTM 03212 AND A5TM F 477. 0. DURIIE IRON PPE CCNPCRMI NO TO THE RLOUIREMENT50F AWWA C 151. MICM455 CI AS SHOWN ON THE PIAA5, E. HCH.DEN5ITY FOLYEfMY1EN_ SMOOTH NTEROR FIFE CCNFORMNJG TO PASHTO M252 MPS M MSHTO M294 TYPE 5. WTM A GASKEED BELL AND YIGOT JGNT5. F. AWMN2ED STR- HEUCA M SPIRN RB PPE IN DINRTENS OP MIRY (301 RNCHM OR GREATER. WITH A MNNNING5 VAU.0 0 0.020 M Mt6 7. SPECMI STRUCTURES. ONWATER 5EFMATOR5 AW WT.!T CONTRCIS RILL M INSTANE) PER HUNS AND MNNUFACTURERS RECOMMFNOATIOND. 6. PROVIDE TPJFFCCONTROL FIANEU A5 REWIRED IN ACCORDMOE WITH MUTM TO ME PUEIC W9RI9 DEPIRTMEM. TRAFICCWTROLPIAN5 TMAPMOVEDPRIORTOIME START OF ODI6TRIJGTION. 9. CALL THE MUTIM UNDERGROUND UX P.ON CENTER AT 1 W042 5555 AMINIMUM CY MO (2) 911511{55 DAY$ PRIOR TO ANY 15"VATIDNS. 10. "tRE CONNECTIONS REOIARE'PIEI) KRPIUTN]N5'. THE CONTRACTOR W LL OEP05E CONNECTION PpNT5 AND VERPY NECBSMY TITTING5 TVO 121 d NE55 DAYS PRIOR TO MINTING THE WORM I J. fM FIf6MEM WILL NOT W ALLOWEO IN ANYO^EN CHANNEL USCG POR STORM CONKfA WINOUT WRITTEN APPRL fROIA THE FLBLC WORFS DIRECTOR. FOR ADDITIONAL STORM OMN CONSTRUCTION NM5, SCE SIEET5 RA MRU R -14 WW AviM A °w m NOGM w e0 n-..e�e. m.Pm.s wnw GENERAL NOTE5 (STORM DRAIN CON5TROCTION): 1. All WL\S !IHIF AND MATERIALS ML EE IN ACCORDANCE WTM THE CRYOFYEIM FUIEUC WORKS STANDARDS AND TIE MOST RECENT COPY OF THE 5TATE OF WASHINGTON STANDARD SPECIFICATI FOR ROOD, BRIDGE AND MUNICIPAL CONSTRUCTION OAVM .FL N 2. TEMPORARY ERO51ONWATM POWJPON NCAA WD. BE REWIRED IN ACCORDNOE WTH ME STORMMATEK MANAGEMENT RAN AND 5ECT10N I -07.15 Of THE 5TANDMp SPEQFCATION9. 3. CON DR R AND R£OUIREMEMS QP ME PRNFNG AUMORJ R5OR AGE NCIES, 4. A PRE.CON5Tg1LTION M[EING WAL 9E H[L0 WIM 111[ CCTxAANNY D[KU]PMCNT 0[PARDAENT PRIOR TO THE 5TART Of CONSTRUCTION 5. ALL 510RM MNN9 AND REIENIAiDCRIRTICN AREgS WILL [r STAK® PORGRIDE ANO A 54IV CNT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OE PCR11ORMING SUCH WORK G. 5TORM ORNNPIPE Wawa THE FQuOW9NG REOVIREJENTS: A ERIN CONCRETE PIPE CONFORMING TO ME REOLWROMEJTS OF PASHTO M M. C]ASS 2. 5. REINFORCED CONCRETE PIPE CONFORMING TO ME REW IRCM CIF M!IMTO M 170. C. FVC PIPE CONFORMING TO ASTM D 301445M 35 OR ASTM 1794 M ASTMFG TYPE MM JOINT5 AND KCT5 CONFORMNG TO ASTM 03212 AND A5TM F 477. 0. DURIIE IRON PPE CCNPCRMI NO TO THE RLOUIREMENT50F AWWA C 151. MICM455 CI AS SHOWN ON THE PIAA5, E. HCH.DEN5ITY FOLYEfMY1EN_ SMOOTH NTEROR FIFE CCNFORMNJG TO PASHTO M252 MPS M MSHTO M294 TYPE 5. WTM A GASKEED BELL AND YIGOT JGNT5. F. AWMN2ED STR- HEUCA M SPIRN RB PPE IN DINRTENS OP MIRY (301 RNCHM OR GREATER. WITH A MNNNING5 VAU.0 0 0.020 M Mt6 7. SPECMI STRUCTURES. ONWATER 5EFMATOR5 AW WT.!T CONTRCIS RILL M INSTANE) PER HUNS AND MNNUFACTURERS RECOMMFNOATIOND. 6. PROVIDE TPJFFCCONTROL FIANEU A5 REWIRED IN ACCORDMOE WITH MUTM TO ME PUEIC W9RI9 DEPIRTMEM. TRAFICCWTROLPIAN5 TMAPMOVEDPRIORTOIME START OF ODI6TRIJGTION. 9. CALL THE MUTIM UNDERGROUND UX P.ON CENTER AT 1 W042 5555 AMINIMUM CY MO (2) 911511{55 DAY$ PRIOR TO ANY 15"VATIDNS. 10. "tRE CONNECTIONS REOIARE'PIEI) KRPIUTN]N5'. THE CONTRACTOR W LL OEP05E CONNECTION PpNT5 AND VERPY NECBSMY TITTING5 TVO 121 d NE55 DAYS PRIOR TO MINTING THE WORM I J. fM FIf6MEM WILL NOT W ALLOWEO IN ANYO^EN CHANNEL USCG POR STORM CONKfA WINOUT WRITTEN APPRL fROIA THE FLBLC WORFS DIRECTOR. FOR ADDITIONAL STORM OMN CONSTRUCTION NM5, SCE SIEET5 RA MRU R -14 C "J3S GENERAL NOTE5 (STORM DRAIN CON5TROCTION): 1. All WL\S !IHIF AND MATERIALS ML EE IN ACCORDANCE WTM THE CRYOFYEIM FUIEUC WORKS STANDARDS AND TIE MOST RECENT COPY OF THE 5TATE OF WASHINGTON STANDARD SPECIFICATI FOR ROOD, BRIDGE AND MUNICIPAL CONSTRUCTION OAVM .FL N 2. TEMPORARY ERO51ONWATM POWJPON NCAA WD. BE REWIRED IN ACCORDNOE WTH ME STORMMATEK MANAGEMENT RAN AND 5ECT10N I -07.15 Of THE 5TANDMp SPEQFCATION9. 3. CON DR R AND R£OUIREMEMS QP ME PRNFNG AUMORJ R5OR AGE NCIES, 4. A PRE.CON5Tg1LTION M[EING WAL 9E H[L0 WIM 111[ CCTxAANNY D[KU]PMCNT 0[PARDAENT PRIOR TO THE 5TART Of CONSTRUCTION 5. ALL 510RM MNN9 AND REIENIAiDCRIRTICN AREgS WILL [r STAK® PORGRIDE ANO A 54IV CNT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OE PCR11ORMING SUCH WORK G. 5TORM ORNNPIPE Wawa THE FQuOW9NG REOVIREJENTS: A ERIN CONCRETE PIPE CONFORMING TO ME REOLWROMEJTS OF PASHTO M M. C]ASS 2. 5. REINFORCED CONCRETE PIPE CONFORMING TO ME REW IRCM CIF M!IMTO M 170. C. FVC PIPE CONFORMING TO ASTM D 301445M 35 OR ASTM 1794 M ASTMFG TYPE MM JOINT5 AND KCT5 CONFORMNG TO ASTM 03212 AND A5TM F 477. 0. DURIIE IRON PPE CCNPCRMI NO TO THE RLOUIREMENT50F AWWA C 151. MICM455 CI AS SHOWN ON THE PIAA5, E. HCH.DEN5ITY FOLYEfMY1EN_ SMOOTH NTEROR FIFE CCNFORMNJG TO PASHTO M252 MPS M MSHTO M294 TYPE 5. WTM A GASKEED BELL AND YIGOT JGNT5. F. AWMN2ED STR- HEUCA M SPIRN RB PPE IN DINRTENS OP MIRY (301 RNCHM OR GREATER. WITH A MNNNING5 VAU.0 0 0.020 M Mt6 7. SPECMI STRUCTURES. ONWATER 5EFMATOR5 AW WT.!T CONTRCIS RILL M INSTANE) PER HUNS AND MNNUFACTURERS RECOMMFNOATIOND. 6. PROVIDE TPJFFCCONTROL FIANEU A5 REWIRED IN ACCORDMOE WITH MUTM TO ME PUEIC W9RI9 DEPIRTMEM. TRAFICCWTROLPIAN5 TMAPMOVEDPRIORTOIME START OF ODI6TRIJGTION. 9. CALL THE MUTIM UNDERGROUND UX P.ON CENTER AT 1 W042 5555 AMINIMUM CY MO (2) 911511{55 DAY$ PRIOR TO ANY 15"VATIDNS. 10. "tRE CONNECTIONS REOIARE'PIEI) KRPIUTN]N5'. THE CONTRACTOR W LL OEP05E CONNECTION PpNT5 AND VERPY NECBSMY TITTING5 TVO 121 d NE55 DAYS PRIOR TO MINTING THE WORM I J. fM FIf6MEM WILL NOT W ALLOWEO IN ANYO^EN CHANNEL USCG POR STORM CONKfA WINOUT WRITTEN APPRL fROIA THE FLBLC WORFS DIRECTOR. FOR ADDITIONAL STORM OMN CONSTRUCTION NM5, SCE SIEET5 RA MRU R -14 NOTES ON THIS SHEET APPLY TO ALL CURB PLAN DETAILS (DWG. R -19 THROUGH R -21). O CURB RETURN a9 IHQ IR Q yLQ ' Lu I 5,w,gN 1 'JfvsMTY 2E!.. IO.mW S]3A] 52.92.. 6C Rf Si3.5C - I 1 513,01 120+x3-0] Il.d'LT 3/314 1r+3Gm 1 22.1 1 3]IAG Ilaxm 23m LT 3fr AC S'Jt Hp ®"& 1¢p 543.0 [OL CURB RETURN SiwMM L![5[r pNA1CM 53a]0d 13.W. Y2AS7 53.6 1222. 373.55 G, 59.50 61 I•.2Y Rf 353-05 120+x3-0] Il.d'LT 3/314 IYN b- I Pid'M 37S 1 «3W Y2.mRf J]P.i CURVE TABLE - rACE Or CURB CURVE TABLE - FACE of CURB Q CURB RETURN CURB RETURN CC9 Se 60L STALICN Cff3[f e1C .30a12T2 lem. 9W 00 Izo+72.n rem. !90.05 Ito +G5.m I5lA ! 19 °-R Hp 1T2p CURVE TABLE - FACE OF CURB? IATA [MA ILHiI11 11N6fN1 [Q /2 CURB R tom iD9 ,.Ir CURVE TABLE - rACE Or L :�cuRB RETURN �. T17N, R1 E, W.M. srw1LH OT.Lf e1C IGa20.Ge 12mW 2W l.W 9SI.GC ICaIID9 11.9„4 391 A9 I6aWD] q,13'Rf !OLIO 120+x3-0] Il.d'LT 300.% 120.35.54 rO.m Li 390.L3 I XI+35 -S2 rO.m Li J9p.G3 QCURB RETURN (D CURB RETURN ca lzoaxu rcmiv 590.36 OCURBRETURN SrATpI tvrxr ea HQ Irze 4H p Cb5 [CR 5TAr OT.Lf [ A, St+61,4 12m LT 31369 5zw7.M 120o:T V&s 52 +9703 1-91117 373 G 12O+21W IIATW 37,« 2+11. 19.91.1 355,41 12 +25Q 12 W i Snm 12+25.6! Itm: 4r1m CW3 HQ Irzp S4Q & 5TM OAS[I pNAICN 59+8.11 12.m LT 3]3,9 53KJY- 12.3L Li 353.36 53K 51 pmLT 373.76 12O+21W IIATW 37,« 12 +ICq 4.12W 375.23 12+m U1 12.m [1 375 W 12 +2°.6 1Y.m Rf Y15m CURVE TABLE - FACE OF CURB Ic +ls.ls IP.m LT 3el.x LRU RWD 1 ➢!m rNl(.2M Lrj IGa 1.11 r1.WU "I.W 153.x° 10x0 7D5' •If CURVE TABLE -fACEOFCURB OCURB RETURN aLrA Swu9 lexc -r .n96dr OCR wp CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB y1 p 06rA RKWS VM rrn fµ({M LRM tM1q ILMaTI "NI6[Xf [Ot 5Ta11 0[9[1 q[YI.igV '5 +x]o r2mR 99092 1+W *1 .3ATW 950% 'S.W 23 19.19. 950.90 12O+21W IIATW 9'AP 120+36,9 10mU 99061 4FOS,' IOm 4.51' 229 O CURB RETURN [L[VAIYYI $TAIICN •_9163V p7, IGa19.31 1fVJ: n 6T. 19.x.91 IOWU 39169 9evox 25m .3. a.10 943 21x• 29m 143,271 CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB * tk [plpOla2AR,,,t AR/xT 1,I 9TN IPiI1.m.IG1 YLT 1 of � 1 I i Q Nl ROAD c o 9 N 1332 53. 2099[KWJLTII[ ARMI 3rA 524d.W, 16.9s' Rf C9RDTFroDf9al A9l/. SQ C[fKpOM3 bIC -. OIQAOIOAMTYISA LT Rb IIN2.05, X.N LT , L xN S3+c1A5. 11.m Rr NGICUM,IT[ARHf I I e2 I .5x05. a.55'. �I Y_ C Z r - Q °a� 0 O CURB RETURN O CURB RETURN Q CURB RETURN S,ArILN Sua pry59i [L[VAIYYI 10.m Rr 55,.4 5'MNM OT3[1 tl2VA1Y?V n 6T. 19.x.91 IOWU 99L.99 555.14 9C' 19+ %.I2 I9.OT Li + {,29 [CR DR 19+93.99 12.99LT !d% Q III [UL Wa 19 IQWJ 3d, 17 :HQ CURVE TABLE - FACE OF CURB CURVE TABLE - FACE OF CURB y�e 'J[ iw RIAy3 I2N61N rAV'vLxr pRU Rb40 IInGLn rN(,pLl em S,ArILN OR5[f 92VAMYI 2°+Y1N 10.m Rr 55,.4 x0+30.]3 I I DT. 399.99 n I5. %. 99.9.52 10 25.m 11 AT. 555.14 IIO.9L.b 1°.W. MTA 8904343 UWM THKrNr S,AI[AV wwW IO.W 7. ,.4- xO+CGM •5w wm 5.05 1.I1 CURVE TABLE - FACE OF Q/RB III ®Q H n I5. %. ' 1 lMG2 aRK�KM lY1Ce2Hf - OCURB RETURN 45 Ai I L}I' Lr MTA 8904343 UWM THKrNr 5.5 10w Lt 393.25 9%99m a.m 3e.90 2164 - ..G2nr Q CURB RETURN Q III li O - - -_ -- 511e12oueII0R T5xerAr 9TN IMh3s.M. IY�._ r 43VOm oce tes •.1e eeR Qi12 [1NA1gN [0 365.27 !el.z1 CURVE TABLE -FACE OF CURB �] CURB RETURN 9iAll°N Vf9[' QCURB RETURN ea � ]0.m: x.99 r 5cR S,AI[AV ORS[I GLVAl1oV xO+CGM 15.b14 b1.19 19+99.]9 lem. 9d.Po x0+CL00 I5. %. 94.19 CURVE TABLE - FACE OF CURB�°Oj G\ O�p[LTI, 2MLb L[NGIN fAlI21R HQ 6 439E am t6s all i zQ CURB RETURN 3Hp [a 5.912 ff�ROAD F 9R W.91 R5 lo.m. ow 3A 595.15 2°+9135 FT 393,15 6! GO [.13 iom 9f. 969.19 - vY...^, ses.« 45 Ai I L}I' Lr M4,3s 5.5 10w Lt 393.25 + ff�ROAD F ea 5rgtl zo.md z 93 e- pN .d .1 CURVE TABLE - FACE OF CURB &W LT �/- --r-� [Clt 20.IL01 Iom rz" vY...^, XLTA ll V 121bYn rHGMr 90'SOSr zsm l9.0 xs,r CURVE TABLE - `ACE OF CURB Q I % CURVE TABLE - FACT= mTA R<L..Lf .r.cn - ..G2nr Q CURB RETURN Q III li O - - -_ -- 511e12oueII0R T5xerAr 9TN IMh3s.M. IY�._ r 43VOm oce tes •.1e eeR Qi12 [1NA1gN [0 365.27 !el.z1 CURVE TABLE -FACE OF CURB �] CURB RETURN 9iAll°N Vf9[' 110+•001 ea I1dpm ]0.m: x.99 r RVE TABLE - PACE OF CURB I • � 12xbr1, rA1(2Ht 1 5TA1KM a[rsn eeNAna zz+n.n ISATU 903.16 '10.19.23 &W LT HS.IG 110+06.90 Ip.W Lr 30.4.16 27 1 ALL RAMPS CALLED OUT USING WSDOT NAMING CONVENTIONS. SHOULD USE CITY OF YELM NAMING CONVENTIONS OR, IF APPROVED BY CITY, NOTE THAT IT IS A WSDOT DETAIL. O CURB RETURN OCR IHQ I((Q 5<4p 5Ta'I°N f/[9[f [l[VaIV'N zz+n.n soma 3e' 22 +x.]5 IID7a W1.42 le +cz4 - 331.19 Iw +23.m I1.er. 3eo.% IW.84.N 10.ma SN.59 CURVE TABLE - FACE OF CURB Q a'v a �\ Ole P NOT': TAi ALL9 IONS, ATCUMF AND 0[1'5[ E.AT Q1RB MD GUfICR 19 AT CURS [AC[ ILO.V UNC. CURB RETURN CURVE TABLE - FACE OF CURB 09A = IIIWM TAV14- 15mo� lom zes , I♦ Q CURB RETURN CURVE TABLE - FACE OF CURB MTA R^ s ILN ,, TAYGNT ,StlCID' O.m r65' ,.I,' Q CURB RETURN CURVE TABLE - FACE OF CURB pGTA FIWLS I[MGI11 TAYf.[nT ,SY 16m 509 44' O CURB RETURN 400,6 '9+fL.O7 6amN ISA7'10 SAT. [IX le +cz4 lema 333.x N10 - 3W,0 m 1W+aD] [�L 9m.m Iw.3ssY lomu CURVE TABLE - FACT= OF CURB 5rATpn pT5[i [LNAMIN IfA+.l910 10.00. 400,6 '9+fL.O7 6amN ISA7'10 SAT. 333.93 le +cz4 lema 333.x O2 CURB RETURN C991G SCR 1Hp Irze 3Hp $TwiiN M9[r [11VAlMy1 IfA+.l910 10.00. 400,6 2J +,].a IOW. a 7 35 +97.52 1LH. W" 3 Krl - 3W,0 m 1W+aD] 11.901T 9m.m Iw.3ssY lomu 3eo.rz CURVE TABLE - FACE OF CURB LRTA `vamp IplGin TANGp(f 90W51' 25.m 32W 23,T Q CURB RETURN S-n- 1 6[vA6g1 KA 1GW39.99 mOLgU 301.tI -,D, 16p+ar.C6 m3991r 39p.Ly CURVE TABLE - FACE OF CURB Q CURB RETURN nrn[r 92vwmn IfA+.l910 ISDT r SSO.6Y 11a+x�i lem0 a 7 160ax.x] IOmU SmfA Krl CURVE TABLE - FACE Or CURB 3[LTA 'mus UD rN �qNr 15Y39tW IOm 7D5 xarrox nrn[r 92vwmn IfA+.l910 ISDT r SSO.6Y 11a+x�i lem0 le1.c9 160ax.x] IOmU SmfA DD SCALE TO ALL SPECIFY WHAT TYPE URB PLAN DETAILS. OF CURB IS TO BE USED. EET R -4 r -1 ° 5 PCMOG rOAO L -" 9 < s4 z E m53A0 [ O IG140o MM 2p3D TRANSITION AREA" (DETAIL 1) IT IS ASSUMED THAT NOT ALL CURB IS ROLLED CURB & GUTTER, AND THAT SOME IS CURB & GUTTER. THE CONVENTION OF MEASURING BY FLOW LINE IS ONLY TO BE USED FOR ROLLED CURB & GUTTERS PER CITY OF YELM. WHERE CURB & GUTTER IS USED,SHOULD MEASURE FROM FACE OF CURB. �dA-{ Ciq a'o ;AIM 0 1Ly z y Z J O N uj 0 3 OP Z � a Lu m W � F Q U F R -19 SEE COMMENTS ON DWG. R -19. Q CURB RETURN Q CURB RETURN M17 im STA MYi el/Ai1JF 25434x: 000 'T 316.9! 25.19.3! Idm LT 37900 25.241! ".m LT 370.% Cll INQ ap CURVE TABLE - FACE OF QJRB wQ M51 f19TA W T W Om TA5 (Y) CURB RETURN CURVE TABLE -FACE OF CURB uvA 62aw 14win rAxa4 CURVE TABLE . FACE OF CURB I • O!ryC1 IILVAIWN 25434x: 000 'T 316.9! 25.95-03 :193'LT 3J0-6G 00+65/9 CURVE TABLE - FACE OF CURB 370" %.O•.lf IS.Al4 3]O.II 93+91.V IY.m4 370.23 95 +54.52 IY.m4 9]O.E9 CURVE TABLE . FACE OF CURB I • O!ryC1 IILVAIWN I E .syu F09RI9M]A,,Y �- 1 6 x 7 I 1 ,H 00+65/9 CURVE TABLE - FACE OF CURB 303.01 lr42 56. OF CURS 45wN Icm 7e1 %+p m O CURB RETURN 12e2Lr 1 2wu 9T O'n 11f.':rip! 12.0011 OCR mbJF 12.93 Li 3034 %.65.4] � I CURVE TABLE - FACE OF CURB CURVE TABLE - FAKE OF CURB MrA wow 4654600 1-019!1 MI. R 5 In4m rAIYNr 45wm IO.m lA9 4.1q 1 / I 4 5 AM4 OR5[r 954-01754 STA MXf 4NAlKN 804 69.1!.]1 IO.m4 30.5.4$ 1 • 9 FE�ELXOIMMMCAINf / 2 CURVE TABLE - FACE OF CURB , ;I I � 9T4 00+02.'76, 12.V 4 i Q .Swm IO.m TA9' 4.Iq ! `(yQ I E Q CURB RETURN eat %.1933 1y.oTn 30093 STAICM OTXr lLNA1K91 1 n ar4 6Ot 61.2356 16.974 %3.9 1 nI�y eaL u.6c.99 !6,004 x3.% 1 1 MTA R/W5 ma" 1-05449!1 14O L.•, I {UI LT srATlw 1 6 MAY O %_�so ❑el a 61 �„7'°I"M ROAD it• +1 FOI is ^N(� •• TNtARAI.t• • IF--1 ��r, v �Ov O CURD RETURN O!ryC1 IILVAIWN m.M f9 t:Ml %3.61 ea le.m Lr ea 00+65/9 CURVE TABLE - FACE OF CURB 303.01 mu FAY' If LHGM 1!49!1 OF CURS 45wN Icm 7e1 %+p m O CURB RETURN 976,45 9T O'n 11f.':rip! 12.0011 OCR mbJF 12.93 Li 3034 %.65.4] [at 00+91.71 10.00 Li 13.6P 57a.24 CURVE TABLE - FACE OF CURB CURVE TABLE - FAKE OF CURB MrA wow 4654600 1-019!1 MI. R 5 In4m rAIYNr 45wm IO.m lA9 4.1q sAJOar tom Q CURB RETURN I 4 5 AM4 OR5[r 954-01754 STA MXf 4NAlKN 804 69.1!.]1 IO.m4 30.5.4$ 1 • 9 !d. 6..21.96 1P.93'4 X349 ! D r CURVE TABLE - FACE OF CURB , MrA RAA9 1[11400 TNCdr 1 � 0!47-0 441-0 LK'arll rPN6Wr - i Q .Swm IO.m TA9' 4.Iq ! `(yQ I E Q CURB RETURN eat %.1933 1y.oTn 30093 STAICM OTXr lLNA1K91 1 n $ 6Ot 61.2356 16.974 %3.9 1 p eaL u.6c.99 !6,004 x3.% 1 1 MTA R/W5 ma" 1-05449!1 CURVE TABLE -FACE OF CURB srATlw W LlM5R1 7.154-0!1 5;!00 IOm JM' I.Iq 6 CURVE TABLE - FACE OF CURB cm SEE SHEET R -7 97-0,1054 O!ryC1 IILVAIWN m.M f9 1307 Lr %3.61 m +>e.4z le.m Lr 325 e9 00+65/9 I S OT li 303.01 SEC.23, T17N, R1E, W.M. O CURB RETURN O CURD RETURN O' CURB RETURN Mt fi .l NQ lap wp tfP. STAI O[rYr a AM 26+1021 law L1 R3.0 2G+m.0E 10.3V ll 979.9-/ 2c+m.G9 12.36 Li 979.15 - OF CURS 374" %+p m 13.00 LT 976,45 Yv +N.f9 12.0011 97dH CURVE TABLE - FACE OF CURB mw OCR NQ ap wp [OL2 YATG Of S M/ATOR X +m.M 10.504 0099 m +00.65 1om4 3»99 25+99.29 12-09'4 379.19 FACE OF CURS na." 94+5400 1199•LT 3T 9FGS.G2 IO.WLT 376.21 %.65.4] lomu 57a.24 CURVE TABLE - FACE OF CURB OCURB RETURN I00'3101.1 2500 1 39.W 1 25.23' I CURB R pITSrI M'ATMN 10 CURB RETURN OLA M +30.21 10.50 LT 999.a0 !0.004 3M.a] 2. 29+16.21 IO.CO LT 376.97 0001a II.DaQ CURVE TABLE FACE OF CURS am - .6 NQ RLTn N IE14i11 1µ4[54f IaQ swop IO.ar lag 4.14 wQ B[R %+97.91 12.934 Sel.32 !Ge O CURB RETURN CURVE TABLE - FACE OF CURB SiATCH q•[Yr M'AMN IXX 2GH9.fE ISAT LI 9931 [P. 244619 IASO Li JeOd CURVE TABLE - FACE OF CURB Q CURB RETURN >TAIICN M9(T OLVAIICN OlOt 24.14.19 16.!04 300.0. mR 24+39.12 15.574 379.4 CURVE TABLE - FACE OF CURS Q CURB RETURN OIf92r ONE 2y 5.361 !0.004 3M.a] 2. 29+16.21 IO.CO LT 376.97 25+- II.DaQ 3794 CURVE TABLE - FACE OF CURB u In[601 rAxfiert 3]eK %b5.m 11-094 376,44 % +54.54 IOm4 9]0.26 O CURB RETURN CURVE TABLE - FACE OF CURB SiATCH q•[Yr M'AMN IXX 2GH9.fE ISAT LI 9931 [P. 244619 IASO Li JeOd CURVE TABLE - FACE OF CURB Q CURB RETURN >TAIICN M9(T OLVAIICN OlOt 24.14.19 16.!04 300.0. mR 24+39.12 15.574 379.4 CURVE TABLE - FACE OF CURS Q CURB RETURN 98911 aiAllgl p[5[r pNg1CN eat 26b7.Y0 13 ;4 379.4 W't 2C+ %.YI 10. •A4 3734 CURVE TABLE - FACE OF CURB I CURB RETURN 98911 [INATIOM %1aw1 [0/59 3]6.17 %+69-01 IOm4 ea %+7454 12.99'4 9]607 to u In[601 rAxfiert 1542] W'-TA 45wm IOm lA9 1.It CURVE TABLE - FACE OF CURB 9TAT19N 98911 [INATIOM %1aw1 1o.m4 3]6.17 %+69-01 IOm4 976.1] %+7454 12.99'4 9]607 1z CURB RETURN CURVE TABLE - FACE OF CURB m.TA R 401581 iAlYrrX! .SCWO 10.00 ]Op ♦.14 9TAigN 01 CURD RETURN 1154-075431 ESArlw 1da'lt 90L m.ss.lz DO 36192 eR 15-07[ CURVE TABLE - FACE OF CURB 19.001111[L u In[601 rAxfiert 1542] W'-TA 45wm IOm lA9 1.It 'NQ O CURB RETURN mhU.J3 $tAlUR Clf9ti MJAIKYI R1TA B[R %+97.91 12.934 Sel.32 wQ R]t 06315.01 POW 501.12 lam 1.a I' z.n CURVE TABLE - FAKE OF CURB T9CpLVIIArm ORMr MI. R 5 In4m rAIYNr x44 +ssm.11ma sAJOar tom a O CURS RETURN '1 STA MXf 4NAlKN O IQ Nt %+W -i0 IO.m Lr 361.13 e']l 00.]1.25 12.9Y t1 %Im MTA p I TNI(!M CURVE TABLE - FACE OF CURB Q MrA RAA9 1[11400 TNCdr R 13wOa' 16.00 7A5 1.14 $I LY Of CURB RETURN O a 5rArKM ORYr 9LVA1K91 a❑ eat %.1933 1y.oTn 30093 D ea %.00.44 !6009 3eo.e1 I . CURVE TABLE - FACE OF CURB FVAIOC.UM15ReIMI MTA R/W5 ma" 1-05449!1 e9 914 O>. %.OA II.m LT 95wm IOm ]M 4.14 srATlw SEE SNEET R -7 9TAigN C[[5!r 1154-075431 ESArlw 1da'lt 90L m.ss.lz 1900 A- 36192 EG + %.M 15-07[ b131 94141! M9LC1411T1 I F4 29110'2.00. 1 91A O[[%i ivAPRM CQ m+31.sO 1200 LT 980.,2 CCR 50.39.50 1100 LLRi 500.25 CURVE TABLE - FACE OF CURB NOM A45TATIONS, WVATQN5AAq OR9[IS MD GI M6ATG 0FACE FLOW UNE. Q CURB RETURN CURVE TABLE - FACE OF CURB Oz CURB RETURN 44 CURD RETURN 9TATgN au3 orrL ESArlw 1da'lt 90L a0+33.SO II.m Lm le0.M X7 CR ae+$l.If 19.001111[L 399.30 1542] CURVE TABLE - FACE OF CURB 'NQ %1� mhU.J3 lap R1TA P/OII6 4!44111 TMIGCIr wQ 25•s91r lam 1.a I' z.n Ern 9TATgN OPlalr [I2Vq}Nr1 00+02.,9 1da'lt 9006,9 00+!9.00 a ' YpaS 00+21.61 ss"17 33 J9 Ll 300-00 W+%.47 39mLT 3aLm aO+S19P 5 M 3l1%L7 %1� mhU.J3 1eAI'lT 3lrl- CURVE TABLE - FACE OF CURB MIA RApUS LdC[I iNK-[M 61.5]00' %.m 1102.' 2153[ sO CURD RETURN Y1... CURVE TABLE - FACE OF CURB AY09 p G anA L PLYpf E 0 4 O�I � 9QL0! O O (� CURB RETURN CURVE TABLE - FACE OF CURB mR r.NAm ineewAV WL OWL, CN21 1 I - a ' .350,92 Np • s 1-171 O.(R4 M..72 Iap ' OA04 7 Ia WI 0.004 wp I O.m4 %303 I 13.13 LT ecR 1 jaw 2.9Y LT � 1 calza Y1... CURVE TABLE - FACE OF CURB AY09 p G anA L PLYpf E 0 4 O�I � 9QL0! O O (� CURB RETURN CURVE TABLE - FACE OF CURB myEl r.NAm ineewAV WL OWL, 3m.m 1 I - O.m LT .350,92 974 Y9110Jm.14c1•W .O04 ]DIX - `5\I O.(R4 M..72 39130 STArR16 omen E1RL. OA04 %I a5 I 0.004 35200 Li O.m4 %303 Y1... CURVE TABLE - FACE OF CURB AY09 p G anA L PLYpf E 0 4 O�I � 9QL0! O O (� CURB RETURN CURVE TABLE - FACE OF CURB RI 10 2�I +m _ _y n ROAD L I myEl alO ineewAV OCR 35.3305' .300 X49' ,3.n 1 I - !emu I 974 Y9110Jm.14c1•W 97-03; XCO SJ.m 3659 C CURB RETURN 3Di.v - `5\I 12.124 np STArR16 omen E1RL. CURVE TABLE - FACE OF CURB I N e1.0'I.as Li ]e2.% p O la 13.13 LT KR a1 +1492 jaw 2.9Y LT 9eY.% 1 V CURVE TABLE - FACE OF CURB RI 10 2�I +m _ _y n ROAD L I 1 x ROAD C O / Oe CURB RETURN myEl e1NAr46 ineewAV OCR Ij aleazalanlw !emu RI 974 Y9110Jm.14c1•W lamu 3Di.v - `5\I 12.124 np N CURVE TABLE - FACE OF CURB I 45SOW lOm ]A9 QI X097 RLTA 40139 1454471, rIJKs[41 p 9 13.13 LT Q ! a9 +n,'1 Iz.954 1 61:995 25.00 39.w 2476 LY 1 x ROAD C O / Oe CURB RETURN myEl e1NAr46 al.nac OCR 3x2.3+ 6119..15 !emu ex e1.17ac lamu 3Di.v 00.26 12.124 np N CURVE TABLE - FACE OF CURB L4TA RIAD 174111 !314[4 45SOW lOm ]A9 CURVE TABLE - FACE OF CURB >rA116W myEl e1NAr46 al.nac 1s.9ru 3x2.3+ 6119..15 !emu •• ^.% e1.17ac lamu 3Di.v O' CURB RETURN O CURB RETURN O CURB RETURN SrATgM p[yr! 054-01054 99•.06,9 IIAT LT 360.36 lemv 300.5] Mapgy ISDJ Ir 36,!.36 51'44 CTSII ECJAIW m+ %93 10.00 Lr IMiO so +wag u9zLr s>a.9s 0 WK 9N.H 251bz00 12.124 np N r0.•ARr 3" ll mR aQ CURVE TABLE - FACE OF CURB SrATgM p[yr! 054-01054 99•.06,9 IIAT LT 360.36 lemv 300.5] Mapgy ISDJ Ir 36,!.36 51'44 CTSII ECJAIW m+ %93 10.00 Lr 300.12 so +wag u9zLr s>a.9s 9TATON 9N.H 251bz00 12.124 354.91 233+'2.54 r0.•ARr 3" ll v ST.MN 0 r [154-m 5R 230K2AT 14,574 Y/d62 fQ 210,59.4 1 >.SO4 3]6.54 CURVE TABLE - FACE OF CURB onTA R 11WJe 7-054--08 MTV 9AYO5 taY.'En .54124 .SwW IOm ssW W 'Om 7.05' 4.I V CURVE TABLE - FACE Of CURB Mra rnau lewln rArwm Q CURB RETURN Oz CURB RETURN 9a31o1• 25.00 %.so zs.v 5i4no9 m ln, , vn1 �G CURD R�URN 2]WG.9.11 ICST Li 65+4P.97 1293tT 300.56 [p, 230.54.E 11.5017 376.% 0:R m+mof IOarLi 300.3] CURVE TABLE - FACE OF CURD CQTA RAPU9 : N13M IRp .5tlJ(O Om 7.00' wQ O LURB RETURN eae 5TA' ORSLr 02;-0,1454 901c63L lO.m lr anwl 90.564 II.MLr 3 A 9TATON 57796 251.0361 12.39 LT 3TJX 2%1.91.32 10.•-0!7 3]9.13 CURVE TABIE - F. OF CURB 174 W 171014 ,-0;04541 15wm IOm 7A5 1.11' a CURB RETURN s�Anax aFrsn 454-01!9! 9TATON orrn eLNATOM CURVE TABLE - FACE CF CURB d3t 2 %.13 32 IO SO Lr 37694 mR 09+10,0 !0.004 X097 RLTA 40139 1454471, rIJKs[41 KR 230.46.25 13.13 LT 91-072 aM a9 +n,'1 Iz.954 300.21 61:995 25.00 39.w 2476 CURVE TABLE -FACE OF CURB CURVE TABLE - FACE OF CURB CURB RETURN O MTA 4Lt6 1[444 1-0;69(1 MTA p I TNI(!M 91-0[14 OFytt 4411[54 .55+'00 lOm ]a5' 4.14' fSWm IO.W ].pp f.u' p0l PYlN2.fd 10504 3)db OCURB RETURN [Ot 250+4961 13 -03'4 37973 srATlw ort5n e.NArnx CURVE TABLE - FACE OF CURB cm 09+]9.23 Is.9r4 XO.Ie Mlq Rpyl9 IC6T1 154144 CCR a9+e w Idm4 300,00 ss9GN IOm ]OS 4.14 CURVE TABLE - FACE OF CURB MTA UOLR. INGn TNK{M 490LY0 IOm ]a3• 4.14 CURB RETURN CURVE TABLE - FACE OF CURB O CURB RETURN RX MA IRA 3'1 A eR 5137 g OFF9[r IOW LlR 9•YS031 109'LT LYA 93,GX1 1301'LT 1OA'LT >9.M51 39WLT I 99.9199 ]3.61'LT IHO a)e 39 W Li 1oWU TI 1091•u 25'5031' CURVE TABLE - FACE OP CURB IL I I I 1 1 I 1 1 1 � L �I c. �11] v PLO" 4O/ ] j . I ••I I 1 1 I i�I I I I I I 1 I O CURB RETURN 5 CURB RETURN IOW LlR $TAIILMI LIr]LI CIHAICN LOL LYA e II.W LipJ 1OA'LT 37G15 CR amx CURVE TABIP -PACE OF CURB IOWIR IHO a)e N.31r1 b.31n 1oWU a]6 +s e4e 25'5031' IO.W 391' 229 [CR CURVE TABLE - FACE OF CURB � g CURVE TABLE - FACE OF CURB LC¢ pB.TA PAp1LL5 Id(1X iNW[M INLrA eAAU. u3wm raNU. CURVE TABLE - FACE OF CURB aNA W MZ 1390' MTA FApv5 IfWTn rwN4FM CURVE TABLE - FACE ar l- IoW /.31' 2.n OCURB RETURN O CURB RETURN ISLODO IOW ]. DS' $TATCN CM L•LVATICN MM 9+.99)1 IOW LlR 37632 LOL LYA 91«H.10 II.W LipJ 9]451 BCR loa4. amx CURVE TABIP -PACE OF CURB IOWIR IHO CURVE TABLE - FACE OF CURB 'rz 3447 CLrA R/Af LLNGm rM14LNi cbn 25'5031' IO.W 391' 229 [CR /___________- I 330 I , 1 , I ! O CURB RETURN $TMT MM TINAT4M 54L 1pz+29./2 1pWM 3MA] LCIL 1p2+XI9 1501. le0.0) CURVE TABLE - PACE OF CURB Q CURB RETURN gF9[r 91373104 Q19[r LINtlW LOL 102+3p.G3 12.93. 380.16 ea IbHS'JO loa4. amx CURVE TABIP -PACE OF CURB O CURB RETURN 9fAilpl qF]. LLNATW Bq 1pz+W 33 IO.W. 01 ftl. ID2+6J 92 1299'. ]M. >9 CURVE TABLE - FACE OF CURB O CURB RETURN gF9[r [IMTW 102+699) CR YO.)1 Ip2+]6U 10.W. fYJI 1ez,nH 1e.W. 3eoez mIn IOWIR 3J<.33 91NJ.5] CURVE TABU: - FACE OF CURB l4G PMM INOIII MYAe {SYgtp IO.W >e3' {.1 {' 9737114 gF9[r [IMTW 102+699) 134J. YO.)1 Ip2+]6U 10.W. 35092 1ez,nH 1e.W. 3eoez STATION ORSR [INAIIOY SG+H.10 IIAi U.RT 9JG.5+ 9+ + +p+c Izm uALT 3]c.s6 91+Ip1G Iz.o4uRT 3]436 ST.rIM ORS[T pNMKN 99++9.99 M.W 9J6.L3 99+s1.o1 IOWR •PG{J 93+]9.51 W+M5l IOWRT 3]436 93+9)1] IOWIR 3J<.33 91NJ.5] IOWIR 3JG39 91+10.13 IOW. 311.34 CURVE TABLE - FACE OF CURB RtTA R/LYV9 IL,1G1t1 TAVLdr N']A34 3GW %22' 95 Gb Q CURB RETURN 9TMICN pr]CT pNpKN eOt 93+23.'37 IOWM 3 ]6373 CR 93 +16.52 1293'M 3 ><A3 CURVE TABLE FA OF CURB Qe CURB RETURN SLATCN CfT9Lr N.VAlN31 LQ 9J. 11.3e 1907 RT 3]6373 SR 93.4).91 Ie.W Ri 3 >CM CURVE TABLE - FACE OF CURB CQtA T/OV9 17 1N T 474" ISV]LV IoW >e3 I.Ir Q CURB RETURN SEC.23, T17N, R1E, W.M. O CURB RETURN LINATDN 93«Sl.w ID.M4 S >1M 99+s1.o1 Ie.W. LM] 9BfSD.: l 190). 9] +,05 9]Id I1.ery CURVE TABLE - FACE OF CURB 12z.z 1.51 lOmu 9n.p3 MA IO CO CURVE TABLE - FACE OF CURB La @P]/ 7 CURVE TABLE - FACE OF CURB STATON OR'9L1 LINATDN 93«Sl.w ID.M4 S >1M 99+s1.o1 Ie.W. s>Im 9BfSD.: l 190). 9] +,05 O CURB RETURN O 57377-0!1 OLTS[r LINAIICN CR 93 «Sp I I S.W RI 9J105 9)451 [CR 91+65.35 12W Ri 9]Id I1.ery CURVE TABLE - FACE OF CURB O CURB RETURN STliipl OTYI fLVAr10V C< 99!5651 IOW, 9)Lq LCR 93fW.9) II.W LT 9)1.11 CURVE TABLE - FACE OF CURB LQU RAp13 IrHTI rNK{Mr 23`5091' IOTA 1.31' 2'19 O CURB RETURN 5TA00N o xr etevinw LIX 93!60.9] II.WLT 9)I II [R 99!65 99 12 W LT 9)I.w CURVE TABLE - FACE OF CURB DSrA P./OIB LLNGIII rAN6LILr :5- L• lom Lsr 2.21 - o v ®�1 v suM O ONAIIW IpS+3S.W 100+31.0 IOW Lr WIT 9)6.10 9]4.10 Ie0«23W ILeT Li 9)451 Ie0+16.b I].19LT AGOG 1zz.31.W I1.ery sn.zJ 12z.z 1.51 lOmu 9n.p3 eu Cfl'9BT pLVAIIOI I(0 +9952 HA JJG/0 I.+95.00 IO.W. RA 1W+3S9J 10.W. 9]6.37 3437 174SU 0.19. 916.% 123+BLC ea AL.29 113 +9153 IO CO CURVE TABLE - FACE OF CURB 1 Ili Rf ]LYIL L9KClg11 THL a ILMP $TN IOOfW93. -I I= I 01c. zs+ ROAD E O CURB RETURN Cbr9 IHA IRA 3437 nx $inlN]p Cfl'9BT pLVAIIOI I(0 +9952 IO.W. JJG/0 I.+95.00 IO.W. 3n.W 1W+3S9J 10.W. 9]6.37 1gj+IJAI 174SU 0.19. 916.% 123+BLC 119.1 ;T AL.29 113 +9153 IO CO 9J'a.13 CURVE TABLE - FACE OF CURB O CURB RETURN ouTw - 1vwLe LK.T11 ru.D4 $T.,ICN OFF$LT LILVAIICN CR ICf39.2J IOW. I, 9JLM 1 [Ct IC+K 9• 12.99 RT 3>G 99 CURVE TABLE - FACE OF CURB Tne eTnw ouTw - 1vwLe LK.T11 ru.D4 TN IOw20.9B. /� IO.W ].e5 1.1/' Ic9z. S>G J> OC+bb _ Q CURB RETURN Cf5595 10.W. 9]L+O 4�l ILb'Rr .M 361.W I +zh20.31 CURVE TABLE - FAL[ aF LURB 9p1.39 La @P]/ 7 CURVE TABLE - FACE OF CURB LC¢ pB.TA PAp1LL5 Id(1X iNW[M D9T190: 25.W 3e.W 21 f3' _- __- L__- __- _J -___ CURVE TABLE - FACE OF CURB IXLTA R/AV3 ILNGl1 T.V(!. ISLODO IOW ]. DS' 1.1 /' IG 9TAlCN CfF35r Llfl'A11C11 MfID.10 I9.OT. S>G J> OC+bb IeOT. $>6JJ Cf5595 10.W. 9]L+O O CURB RETURN CIFSLi [I[YA, 149E yf.lT RV69 3TI.92 G1.09.n Ipwu zn9z I G3f 15N ISOT LL 3)2b 4�l ILb'Rr .M 361.W I +zh20.31 CURVE TABLE - FAL[ aF LURB Sam CIFSLi [I[YA, 149E yf.lT Ip p3li 3TI.92 G1.09.n Ipwu zn9z I G3f 15N ISOT LL 3)2b O CURB RETURN 5TATIp1 LTJ[i L{NAllpl B9L IW+M45 12.99Li 3]]d IS}L IGJh29I3 IOAJ Li JA]D CURVE TABLE -FACE OF CURB O CURB RETURN 5TATCN CIr9[r L{NAIEM CR IG3hH.19 IO.W RT ]zzm LfR IGJHL32 12.95 Rr !))93 CURVE TABLE . FACE OF CURB 66TA R I2NOM rAYGLNr 15NW IoW 1. O CURB RETURN 9TA'CMI [IC/AM OOt 143+55.66 ISp)Rr F. [Q IG.I +Gp.)/ Ip.CO Rr l] >I3 CURVE TABLE - FACE OF CURB onr. ewers lnwln rwweL+ IS'COW \DGn N v Q CURB RETURN 019x ONAC9 Id«61E5 IOWR !]T.W Ib+6129 IOW. 0= 0.}'1 Id+cex 190), 3)2.9z 4�l ILb'Rr .M 361.W I +zh20.31 CURVE TABLE - FACE OF CURB VAT" 019x ONAC9 Id«61E5 IOWR !]T.W Ib+6129 IOW. 3Ji 90 Id+cex 190), 3)2.9z O CURB RETURN 5T4 2t- pF3Li LINAICN BOR Id+J4.9C 12,93. 372.95 b'lt 121 +J]5] IO.W. CURVE TABLE - FACE OF CURB IX� A R 0L 14371[. .50000 10W >D9 ..I.' N : ALL SrATIOLH, BEVAT 5 AND OFKPrS AT CURB AND &Ur"r AT CURB FAQ FLOM UME. O CURB RETURN 9i111(H QryL! [LNAIW OR Ib+1/.59 IO.W. let, 50 C!R Id«21.GG 15AT Rr b2G CURVE TABLE - FACE OF CURB O CURB RETURN 9TAMN 01RV[r M'ATIDM YR Ib «29.70 12.9547 Y2.>I eoL Ia«9o.m Io.W. 9ez.ee CURVE TABLE - FACE OF CURB O CURB RETURN eoe 1HA 1120 3437 La 9TA11[N RF$LT eA'AI2 Id h35M IO.COLT 3ez.92 �d+H.m ILN'Li 9D36 14.5346 1 ]ISLET 3 1 +N30.16 ILb'Rr .M 361.W I +zh20.31 IOWM 9p1.39 II Rp0 Rwo epAOl� I F III L C R4AO c 5E.SA" Q+ CURB RETURN STAIN Ibh36.09 IXF5[T Io.W. pNArCN 3ez.91 9TAIM Il.er. !e!m Ib +33,63 I>I9. 303m 1lzwlm I I er. 3O3m 1H.$o.sl 1oW. .wm CURVE TABLE - FACE OF CURB ern 9TAIM Ory9[I RIiA PIgt6 ILNGTII 11My1T OCII S]+IG.LO 12.W4 370.14 949091• MIN p9c4 n9) 'rzA 15.2b. 9]O.sO CURVE TABLE - FACE OF CURB 3437 La CURVE TABLE - FACE OF CURB pB.TA PAp1LL5 Id(1X iNW[M D9T190: 25.W 3e.W 21 f3' _- __- L__- __- _J -___ ROAD F 0 _ 143 D 0' CURB RETURN 9TAIM Ory9[I L1NAlNM OCII S]+IG.LO 12.W4 370.14 IN4 9]+22.yv 15.2b. 9]O.sO CURVE TABLE - FACE OF CURB O CURB RETURN 5TAl pF9LI LILVA- eCM1 SJ+3e.e4 4.99. 9JO,w CCR SJ.11.50 31'37. 36992 CURVE TABLE - FACE OF CURB i ROAD C DIV344 2 - -� E3 n U 1 e�R = a� •yam( I�� V S Y N Z J O _N F � W 0 3 0 Q � J R LL c m F C Q � U O Q r RT21 NEW SIGN TABLE SIGN Y DESCRIP 014 R2. 1ISYfl) LIMIT 35MAI) �[ KI (5TOP51GNI 3 K2 - I (11110 -.135 MM) 4 KI 15T0°5'6NI -5 K2. 115YSCO L MIT 35 MPo) FFF 6 RI 15lG °SI;J.'I 7 KI 5101IGN1 KI .'STOP 51W K '51015 ISM 10 r vI -STOP SIGN] SIZE ROAD STATION OFFSET 24'.3 36'136- C 544".92 IQWW C 09+70W 14.TIT 2p.30 A I I.4 w 260 W 36'.36_ C 52 +70.W 10.1'" 24'. 3P C -N E 5211302 IW+33.W 1X +3].45 17.6'LT 140 LT 13.2 LT 36.36' 36.36_ 36'.3W n IM.32.2I I4.9W 36'.36' F L 140+42._7 230+0136 14.7D 15.V IT W13G' 11 KI '510P Su 36.136' G IW"ZM 19 TLT 4 13 KI .ISTW SIGN) R. - -tiTOF 51.36' 36GNI +36' 36' 0 D 95+07.W %+73.W 15.6'W AW LT IF ROAD 5TRIFING: � oNrs wNx Y'¢. xe xlu ax me 34m O SMP YM $ OCIW pl m69M1Rf QI LEPT TORN ARROWS: su _ ,5ws SiA- l I +Y' ]O SEC.23, T1 7N, R1 E, W.M. ------ - - - - -- I-- ,-- - - - - -- ---------------- I! - - - - - -- - - - ---- - i - - elil-_ jI' 1 \ I ' 1�1 11 1 1 1 1 I I I I i - 1 II I I ROAD EXISTING DIV I66 I ! I II I I 1 1 I I I I i I 1 I I I I 1 Ir- I - I I - I I - I I YI.a.NN RACC VICINITY MAP I IT •e. .ems ' 2 „W IN$T �4 1 Oao1l1[ r 1sln f 1uW W( �DN�V YEND 1. P. ,HYp,.N. WIT II.NQWMT r..L.II.GIP1 FA72KW1T KAR@1G9 j1 '. I 1 Mpf- 2-11.40 -7A, I w-,,� //++� f. W ROADK I 1 I ,roRlzorNU GGrn2oL: � WASNIHGWH STAR PUN[, ' ' I 'CCCp i IpI O 111 I m q 29 4 NGV0 29 ® 1, 2 C M,ll PR'C610H N[R'AR6 R lq-IGn PR[CLSWN N'1WORK O I =1 D m I I 1 I , 1 I I I , I 1 I 1 ! I � I I I ROAD 5TRIFING: � oNrs wNx Y'¢. xe xlu ax me 34m O SMP YM $ OCIW pl m69M1Rf QI LEPT TORN ARROWS: su _ ,5ws SiA- l I +Y' ]O SEC.23, T1 7N, R1 E, W.M. ------ - - - - -- I-- ,-- - - - - -- ---------------- I! - - - - - -- - - - ---- - i - - elil-_ jI' 1 \ I ' 1�1 11 1 1 1 1 I I I I i - 1 II I I ROAD EXISTING DIV I66 I ! I II I I 1 1 I I I I i I 1 I I I I 1 Ir- I - I I - I I - I I YI.a.NN RACC VICINITY MAP I IT •e. .ems ' 2 „W IN$T �4 1 Oao1l1[ r 1sln f 1uW W( �DN�V YEND 1. P. ,HYp,.N. WIT II.NQWMT r..L.II.GIP1 FA72KW1T KAR@1G9 j1 '. 1. •.'.I F Slt 1 Mpf- 2-11.40 -7A, I w-,,� //++� f. W ROADK I � � Z ,roRlzorNU GGrn2oL: � WASNIHGWH STAR PUN[, I vEi.TIGAL `4U1Tn ZONE MtTtnM 0 B] IW 29 4 NGV0 29 ® FGR pI i11OI3iW CWNIYNGN wt2 C M,ll PR'C610H N[R'AR6 R lq-IGn PR[CLSWN N'1WORK FIRE DEPARTMENT CONNECTION NOT LOCATED. REQUIRED TO BE SHOWN ON PLAN VIEW BY CITY OF ROAD C 6RD+o A -5TA II.D3M YL GMT N/v' 6RDND -5}A 53+2S43� rS6RW- APPLIES TO ALL IPP n �I 8 gg O 1 L I ,m I - -9E {9}P ca `IT S C 2R e`21 R I [ T- m I -_ o r 370 I W NLLLII.sLSL 1 COYOFYELM', 365 I WELL AREA APPLIES TO ALL -_. 4 - WATER SYSTEM IMPROVEMENTS SHEETS (W -1 THROUGH W -11): CITY OF YELM REQUIRES 8 gg Flo ZI11 -- I L I ,m SCALE OF 1 IN =300 FT 32X! -_. 4 - PER TEE. APPEAR TO a gg _� s_. - -9E {9}P `IT S 4 a+ 2R e`21 iy' I r 375 370 365 El- 360 355 14 "-„ IO +v 10 +50 1 +00 1 11 -50 O AN RP- 367 \ V � T , SEC.23, T17N, RUE, W.M. QRDAD A'STA Hh55.M PLPMDA -51R ISMSIG 8 QHIEYI.])A 22DrC0A0 PsRWDl.9TAIM+OJ.tlI + m r__ I III I, I L mJ..mJ WIN za Px 3 YL MALLEYbN.II SC PAKW] H� ROAD A �Z 1. CITY OF YELM A® REQUIRES 2 VALVES 13 +OC 13 +50 14 +00 14 +50 15 +00 1° ROAD A NORE -7••CC IITEM #11 NOT SHOWN I ❑ ___ _ -_. 4 _____ PER TEE. APPEAR TO BE MISSING A 1011 GATE VALVE AT ITEM #3. 8 {9}P `IT S ❑ ___ _ -_. 4 _____ 4' r OF YELM IUIRES THRUST CKING AT ALL 'INGS INCLUDING INE VALVES J ^G� ` -' RrvWrr9vr WATER FIRING TAB ITM4 TYPE STATION OR9CT N415C. INTRACrOR ro YTwrc 1 cONNecr ro nRSTRNG 1 a WTi 10+73.00 s. W W TTPE G Dean aP W7,TP#AWN I - 10-x8•x Iaxa CRD551ERU 2 1 - 10 1GATE VALVEIIU 11 +78.00 5.WRT 2 - 9 GATE vALvE5 ryL x M.A - lax4•TEEM -4'WiEVALVE IA AMA 13+07,11 5.W RT 1T"T au(CxING 4 ARE ns'DRl41T A55N. R 1 1 15+50.00 16.W W PIANGE ELV. = 361.47 I - 10'x NTEE 813 5 I - ICI• GATE VALVE IILI 15 +90.23 S.W FIT THRUST EAOCNNG I - 8' GATE VAVC 1Rx M1 I FlP2 nv0w42r AS`.M. IS 53+7905 16.50 W P VNGE CLM 379.61' I -a• 11.25'9END RU 32 1- 4.22.50°BENDIELx NUI 24D+36.00 2.W IT TnRUEIT DUCCKIG WATER METER SCHEDULE LOT # STATION OFFSET TYPE NOTES PARR 12+50.00 17.50 RT 91NG12 - DRN 13+00.00 IO.00LT 5.N2 - PARR 10+8213 21.00'W 51N6 RW6ATION AETERWITn DGVA 271 16 +89.12 21.00 W 31NG12 272473 17 +95.86 21.00'KT DOLELE 27 +275 17 +1515 21.W W oas12 276 16+6 .I% 21.W W SINGLE 306 -307 14 +W.W I7.WLT DOUIXE 308.309 19 +89.72 15.94 LT DO1B2E 310.311 15+89.73 25.50 LT DDJNE 312 -313 16+89.74 17.001LT DOL9LE 314.315 17+83.75 17.W IT D0001C 316.317 18 +95.04 17.00111 1 DOIDtE 8 lin n 16h 9M ae I: IL N g 3A NOTES: m F I. RERRENCE DRAWINGS U -I f LL2 TOR WA+ER DETAILY AND TAR113T BLOCKING R[aIRp.ENf9. Z n W 2, MAINTAIN 10 nORDONTAL SPACING BETWEEN WATER AND 512.P. MMN5 MINMUM. 2 3. PROVIDE AND INSTAL VALVE MARFER I I[Eo W NEVER VAVES OR BLON -DIPS NM LOCATED 0 � IN UNPA= AREAS. O 4. FIRE nttx2ANT FACE TO W 2.5' NN, Off PACE Of CURB LOCATED W+TPIN M AANRR 5TRF. > d a 5. MANAKIN 6• MIN. E.F. M Q AT WATER AND STORM AR CRC551NGS. 18• MW, CL[ARANCE 3 ATWARRAND S.TCP.APE CI!(YYJINGS. IF 3CPARATION C 1.9. 1 fTrIE ARE NOTTONMD. CONTRACTOR E PRDV CRTMASAA 55VA6E WO "SIG OANUAI_ SnINGTd1 pfPIN(IMEW OFCCO2XN CRITDUA FORSM'AGC WDRT50[51GN M.WWL. � i W 6. WATpOAAA6 SHALL HAVE 42• MIN. COVER IN IMPROVED R.D.W. AND 40• MIN. COYER IN (O UMMPROYED EAXMENIS. F } ]. NMeD.A %A°Jlp,1&IES TO BC INSTALLED YAinR11n E P1ANfER 51WPLNLE550MERN5[ Q �. NO [D. 2 W J� = H n0 DONER a A9PIWGTNMCN OI: W a 5TATEfW1C. F !� VERI+GL DATt1M Barn 29 4 NG Zp2 4 PCR 1CNPN VD ORAVA PCRTNUR3T0N inU25TCW COUNTY NIGe+ Oanly nlGrl PREC19M3N NETWORK L -1 PREC61a NETWONA FEET Of 54 WATER METER SCHEDULE LOT # STATION OFFSET TYPE NOTES PARR 12+50.00 17.50 RT 91NG12 - DRN 13+00.00 IO.00LT 5.N2 - PARR 10+8213 21.00'W 51N6 RW6ATION AETERWITn DGVA 271 16 +89.12 21.00 W 31NG12 272473 17 +95.86 21.00'KT DOLELE 27 +275 17 +1515 21.W W oas12 276 16+6 .I% 21.W W SINGLE 306 -307 14 +W.W I7.WLT DOUIXE 308.309 19 +89.72 15.94 LT DO1B2E 310.311 15+89.73 25.50 LT DDJNE 312 -313 16+89.74 17.001LT DOL9LE 314.315 17+83.75 17.W IT D0001C 316.317 18 +95.04 17.00111 1 DOIDtE 8 lin n 16h 9M ae I: IL N g 3A NOTES: m F I. RERRENCE DRAWINGS U -I f LL2 TOR WA+ER DETAILY AND TAR113T BLOCKING R[aIRp.ENf9. Z n W 2, MAINTAIN 10 nORDONTAL SPACING BETWEEN WATER AND 512.P. MMN5 MINMUM. 2 3. PROVIDE AND INSTAL VALVE MARFER I I[Eo W NEVER VAVES OR BLON -DIPS NM LOCATED 0 � IN UNPA= AREAS. O 4. FIRE nttx2ANT FACE TO W 2.5' NN, Off PACE Of CURB LOCATED W+TPIN M AANRR 5TRF. > d a 5. MANAKIN 6• MIN. E.F. M Q AT WATER AND STORM AR CRC551NGS. 18• MW, CL[ARANCE 3 ATWARRAND S.TCP.APE CI!(YYJINGS. IF 3CPARATION C 1.9. 1 fTrIE ARE NOTTONMD. CONTRACTOR E PRDV CRTMASAA 55VA6E WO "SIG OANUAI_ SnINGTd1 pfPIN(IMEW OFCCO2XN CRITDUA FORSM'AGC WDRT50[51GN M.WWL. � i W 6. WATpOAAA6 SHALL HAVE 42• MIN. COVER IN IMPROVED R.D.W. AND 40• MIN. COYER IN (O UMMPROYED EAXMENIS. F } ]. NMeD.A %A°Jlp,1&IES TO BC INSTALLED YAinR11n E P1ANfER 51WPLNLE550MERN5[ Q �. NO [D. 2 W J� = H n0 DONER a A9PIWGTNMCN OI: W a 5TATEfW1C. F !� VERI+GL DATt1M Barn 29 4 NG Zp2 4 PCR 1CNPN VD ORAVA PCRTNUR3T0N inU25TCW COUNTY NIGe+ Oanly nlGrl PREC19M3N NETWORK L -1 PREC61a NETWONA FEET Of 54 8 lin n 16h 9M ae I: IL N g 3A NOTES: m F I. RERRENCE DRAWINGS U -I f LL2 TOR WA+ER DETAILY AND TAR113T BLOCKING R[aIRp.ENf9. Z n W 2, MAINTAIN 10 nORDONTAL SPACING BETWEEN WATER AND 512.P. MMN5 MINMUM. 2 3. PROVIDE AND INSTAL VALVE MARFER I I[Eo W NEVER VAVES OR BLON -DIPS NM LOCATED 0 � IN UNPA= AREAS. O 4. FIRE nttx2ANT FACE TO W 2.5' NN, Off PACE Of CURB LOCATED W+TPIN M AANRR 5TRF. > d a 5. MANAKIN 6• MIN. E.F. M Q AT WATER AND STORM AR CRC551NGS. 18• MW, CL[ARANCE 3 ATWARRAND S.TCP.APE CI!(YYJINGS. IF 3CPARATION C 1.9. 1 fTrIE ARE NOTTONMD. CONTRACTOR E PRDV CRTMASAA 55VA6E WO "SIG OANUAI_ SnINGTd1 pfPIN(IMEW OFCCO2XN CRITDUA FORSM'AGC WDRT50[51GN M.WWL. � i W 6. WATpOAAA6 SHALL HAVE 42• MIN. COVER IN IMPROVED R.D.W. AND 40• MIN. COYER IN (O UMMPROYED EAXMENIS. F } ]. NMeD.A %A°Jlp,1&IES TO BC INSTALLED YAinR11n E P1ANfER 51WPLNLE550MERN5[ Q �. NO [D. 2 W J� = H n0 DONER a A9PIWGTNMCN OI: W a 5TATEfW1C. F !� VERI+GL DATt1M Barn 29 4 NG Zp2 4 PCR 1CNPN VD ORAVA PCRTNUR3T0N inU25TCW COUNTY NIGe+ Oanly nlGrl PREC19M3N NETWORK L -1 PREC61a NETWONA FEET Of 54 SEC.23, T17N, R1E, W.M. ROAD A HORL -T - -W PERT. -T - -B' WATER FRTING TABLE ITEM 0 TYPE 8 OrP5ET M15G. 5A + f� RMD A. SIA ZfIFSI.]! 4`!MD I -SIA IM +OJ.DJ 4101.0 A - 51.23+11 16 fl AJAD4 SIA 1W.MW RVDA -SP 25.79.59 epw D. SfA % +2916 6 I - IPxem(ru 20 +60.0 5.w RT THRUST 5LCC1ZIN6 � I - N GATE VALVE (PL x MN I MM HYDRN6 A95M. 12 22+16.66 p $ rF I ntORRtt UN[ a'. i O x 8 500 RT THRUST &OCMNG - -- 1 IOM rPNI SIA 25+ .68 Low roar : m 20 +93.06 r m+w A�Q Yi it 21 +9907 DEPPIEIMENT a [COLCGT WT!1J0.IOR 3EWPGE WORl50E9GN MANUA. EC .E12 � FvNL[ m 2 23.. 6 =WITM.P � I_ 1 � f -" r� 1 23 +9509 Q-' IBIE 326529 24 +95.10 � ! En Q _ I-256 K O = ROAD G MENG" ROAD D <0 SRDpA.GDwd yl0x600.6 KRTICA DAIUM SDIRHWNEPCRTIDhM ROAD A NGVp 29 CITY OF YELM rtR r1 X)N 1nJRSTOx CWNTY HIGH PREccouNV "IEl ORR MCIE510N NE,WaRI, yI -e5 �T:R m oanNC REQUIRES 3 VALVES 3 'd o m Iw ® PER CROSS. APPEAR _ TO BE MISSING A 1 VALVE FROM ITEM #9. M 574 I�a45.M { i ' ROAD A HORL -T - -W PERT. -T - -B' WATER FRTING TABLE ITEM 0 TYPE 57ATION OrP5ET M15G. 5A B -Orr A555 y 19 "5 +52 21.00 RT 395 6 I - IPxem(ru 20 +60.0 5.w RT THRUST 5LCC1ZIN6 I - I (P "n VNv! 9'O I - N GATE VALVE (PL x MN 7 MM HYDRN6 A95M. 12 22+16.66 p $ rF Vn91A:25+1559 M6V.3]S2! i O x 8 500 RT THRUST &OCMNG 1 - 1 P GATE VALVE n) 1 IOM rPNI SIA 25+ .68 Low roar : m 20 +93.06 r BIL Yi it 21 +9907 DEPPIEIMENT a [COLCGT WT!1J0.IOR 3EWPGE WORl50E9GN MANUA. EC .E12 324925 FvNL[ m 2 23.. 6 =WITM.P ^� 390 326927 23 +9509 Q-' IBIE 326529 24 +95.10 7. AIR REXE A95EMWI5 TO BE INSTAIED WITHIN THE HUNTER 5TRir UNLE55 OTHERLVEf LEIE En Q sg 2 K O = w a WASHINGTON STAN[. F KRTICA DAIUM SDIRHWNEPCRTIDhM NGVp 29 rtR r1 X)N 1nJRSTOx CWNTY HIGH PREccouNV "IEl ORR MCIE510N NE,WaRI, yI -e5 �T:R m oanNC x • 3 'd 385 _ 1 / �/ .r. ♦ U n 380 vwMa A".2 _`- ____.E•srtrTw. nvf - 375 _ - `i M:3n44 I 3D c 3TJ 1 �- 1z g I& SWD TLf:3m. I' C IPM1A Cx9NIW .3X93' IP WN L- 375.95' rP;D Ri 974 I OMhO1i 3MN ' IY Rr 915.91' IQ TM: 3]l 4' IY'SDR 3:10 ♦. 370 93DSO 1 ...... - a N 10- le 9]0.15 ICN9m fNIWNDSm IDanx6 IM '. 2'910 .0 _b 365 ROAD A HORL -T - -W PERT. -T - -B' WATER METER SCHEDULE WATER FRTING TABLE ITEM 0 TYPE 57ATION OrP5ET M15G. 5A B -Orr A555 y 19 "5 +52 21.00 RT rARA 6 I - IPxem(ru 20 +60.0 5.w RT THRUST 5LCC1ZIN6 I - I (P "n VNv! 9'O I - N GATE VALVE (PL x MN 7 MM HYDRN6 A95M. 12 22+16.66 15M U MANGE 4V. - 382.17 8 I - IPXWTEemj 23 +1643 500 RT THRUST &OCMNG 1 - 1 P GATE VALVE n) WATER METER SCHEDULE LOT 1- IPxecuus Pu 29 +76.57 5.w" Tll WT 9LOCMNG E qq ' 19 +75.8 21.00 RT I- IW"TEVKVEnxMU I -6' WRYNVEn %MI rARA 16 +62.6 27 +01.53 5.w RT 1 P GAT[ mVE M 271 20 19W HYDRANT A55M. M 95 +61.69 16.500 MANGE &V. -378.56 18 +95.04 5 OOLW 25 nRC nrDRart ASBM. 110 2C +20.00 14.00 Rr MANGE QV. - 3B4J}2 326921 20 +93.06 3 WATER METER SCHEDULE LOT 5TATION OIPSET TYPE NOTL5 269 -270 19 +75.8 21.00 RT wLIXC Z rARA 16 +62.6 21.00 Rr 51NGLE IRP3GATION MVMW ODCVA 271 16 +69.12 21.00 RT 51NGIE - 316.317 18 +95.04 17.00 LT OOLW Q 316319 19+95.05 CLE 326921 20 +93.06 3 BIL r wWR H' PROVIDE ENCAS'OK PER SECTION C I -9. OP ME WTSHINGTON 01-9.1 OOIN CNT 322.323 21 +9907 DEPPIEIMENT a [COLCGT WT!1J0.IOR 3EWPGE WORl50E9GN MANUA. EC .E12 324925 22 +9908 =WITM.P LgL 326927 23 +9509 Q-' IBIE 326529 24 +95.10 7. AIR REXE A95EMWI5 TO BE INSTAIED WITHIN THE HUNTER 5TRir UNLE55 OTHERLVEf LEIE En ME Ix I3 ag NOTES: I. RER I! DRAMNG5 U -1 1 LL2 MR WATER DETAILS AO 7MX6T ExOOUNG REOJIRD.ICNTS. Z 2. MAINTAIN 10 110R120NTA SPADING BETWEEN WARM AND S.T.E.P. MAINS MINIMUM. .fl W 3. PR X AND INSTALL VAVE MARAER, J T5 "ENC VAVES OR BLLWAPPS PRE LOCATED Z E IN UNPAVED PRCAS. Lu Q Lu 4. Mae HYDRANT PACE TO 5E 2.5' MIN. XF PACE OT CURB I=TED WITHIN THE HUNTER STRIP. UJ Q S. MAIMrMN 6' Ma. CRARANCI AT W0.T[R PND STORK PIPE CR0951NG9. 16' M!N. CL[AWNCf MWARRAID S.T. C.P.MF CRD95 NG5. SPARATION . AO11M0, 3 r wWR H' PROVIDE ENCAS'OK PER SECTION C I -9. OP ME WTSHINGTON 01-9.1 OOIN CNT DEPPIEIMENT a [COLCGT WT!1J0.IOR 3EWPGE WORl50E9GN MANUA. EC LT) W 6. WAT!1It6IMN3 SHALL HAVE 42• MN. CODER IN IMPROVED R.O.W. AND 46' MM. Cp IN UIIIMPROVE0 FA5EMENR- Q-' � } 7. AIR REXE A95EMWI5 TO BE INSTAIED WITHIN THE HUNTER 5TRir UNLE55 OTHERLVEf f En Q 2 K O = w a WASHINGTON STAN[. F KRTICA DAIUM SDIRHWNEPCRTIDhM NGVp 29 rtR r1 X)N 1nJRSTOx CWNTY HIGH PREccouNV "IEl ORR MCIE510N NE,WaRI, yI -e5 Ut IAILJ t-UK VVAI tK MAIN NORTH OF ITEM #10 NOT KNOWN, BUT MAY NEED TO ADD BLOW OFF ASSEMBLY ITEM #20 NOT SHOWN HERE IF HIGH POINT. SEC.23, T17N, WE, W.M. 1 I 1 yy 1 -1 yy_ pp P 1 aI C- 9IA57444.55 @ V!! I loplgear.� 1 m i 0 r $ s § = CITY OF YELM REQUIRES 3 VALVES I 1� PER CROSS. APPEAR TO BE MISSING A 3, -6a RW 34' VALVE FROM ITEM #2. �RcC W-I 0 w I[L ROAD C x4E ITEM QW,,D -51A ww ��g g q 0/DC -$TAWO = «gg 1 . I O Y 8• CRDSS IFU DOU51E 5OCr RI 56 +45.24 f�caa�c -$rA SS«nn3� UV 10 53 +74.05 16.SD' RT 1 I z3 54+54.69 23WRT 354355 -- 15 I- 5•%4•T8(ry 55+82.62 �I 1 THRUST G.00RING I - 5• GATE VALVE (FL1 395 I2 a p �u - i 500 Rf coNrw.eroleroN[wFr TYPE 4 DEPM OP C105TMO WAILRIMIH 13 1 IV �WNOa Xmo 00+3156 SEC.23, T17N, WE, W.M. 1 I 1 yy 1 -1 yy_ pp P 1 aI C- 9IA57444.55 @ V!! I loplgear.� 1 m i 0 r $ s § = CITY OF YELM REQUIRES 3 VALVES I 1� PER CROSS. APPEAR TO BE MISSING A 3, -6a RW 34' VALVE FROM ITEM #2. �RcC W-I 0 w I[L ROAD C x4E ITEM ME 08 OFFSET MISL. 57 +11.66 1 . I O Y 8• CRDSS IFU DOU51E 5OCr RI 56 +45.24 a., I Ff+E HtDRMR AS51a. 03 53 +74.05 16.SD' RT 8 I z3 54+54.69 23WRT 354355 -- 15 I- 5•%4•T8(ry 55+82.62 �I 1 THRUST G.00RING I - 5• GATE VALVE (FL1 395 I2 a p �u - i 500 Rf coNrw.eroleroN[wFr TYPE 4 DEPM OP C105TMO WAILRIMIH 13 1 IV �WNOa Xmo 00+3156 i TnRVST BLOLMNG QI 33 395 SEC.23, T17N, WE, W.M. 1 I 1 yy 1 -1 yy_ pp P 1 aI C- 9IA57444.55 @ V!! I loplgear.� 1 m i 0 r $ s § = CITY OF YELM REQUIRES 3 VALVES I 1� PER CROSS. APPEAR TO BE MISSING A 3, -6a RW 34' VALVE FROM ITEM #2. �RcC W-I 0 w I[L ROAD C x4E ROAD C HORZ -1 --SW VERT. -1`.5 WATER FITTING TABLE ITEM ME 08 OFFSET MISL. 57 +11.66 1 . I O Y 8• CRDSS IFU DOU51E 5OCr RI 56 +45.24 1- 10'vAT[VALV!I• °L %Ml){II176.00 I . 5' GATE VALVE 6L % W I Ff+E HtDRMR AS51a. 03 53 +74.05 16.SD' RT 8 I BLcmtd ASSEMBLY 54+54.69 23WRT 354355 -- 15 I- 5•%4•T8(ry 55+82.62 �I 1 THRUST G.00RING I - 5• GATE VALVE (FL1 395 I2 - ++ - i 500 Rf coNrw.eroleroN[wFr TYPE 4 DEPM OP C105TMO WAILRIMIH 13 1 IV �WNOa Xmo 00+3156 i TnRVST BLOLMNG QI 33 395 242 +59.18 3.94' IT u> I - 22.5° BEND I 5T, 43 «G OG 1 . I ' IOM W bv: 373 . aRi Fl I+W= R W 12.41 I Q! J YH M 3776 z ` MU W SIA SZ+ 3a- 5 IqW 9rA:5 w991 .0 M 0.V 3}5.2 IGrt 4v, 073 al A rKn fP1f 9 A. 1 I 390 ,LI ek 3<.5+7 RVNL69. HIGH R%W � 1 1V3749, RV ZO a3 2 pI 3B5 - _ ». '� wl 385 o ad as 3BO H37 37D % G `a 1'SJ C. 3.675 -. 6 A O-U. " 370 Two $>c z9 ,,, -, ,::. © 370 `6' 836936' I'� 1 365 O 3 _ 1- .. sAAa Cu a e e� _ e_.'M_+ra3 ra' I ;a7-a: 4c4 5p 6'9N10 CU'yA::]N I _. 1 365 10 C06a., 1' 1 a•WARY.3 G 1 � U1 G9RPW:000.GI' I i L 360 - Ir oasTlmw I _- �. _ 360 L35 g� a If D!� 355 80 +50 50 +00 50 +50 51 +00 51+50 52 +00 52 +50 53 +00 53 +50 54 +00 54 +50 55 +00 55 +50 56 +00 56 +50 57 +00 57 +50 ROAD C HORZ -1 --SW VERT. -1`.5 WATER FITTING TABLE ITEM ME 5TATION OFFSET MISL. 57 +11.66 1 . I O Y 8• CRDSS IFU DOU51E 5OCr RI 56 +45.24 1- 10'vAT[VALV!I• °L %Ml){II176.00 I . 5' GATE VALVE 6L % W I Ff+E HtDRMR AS51a. 03 53 +74.05 16.SD' RT "a ELV. = 374.61' IA BLcmtd ASSEMBLY 54+54.69 23WRT 354355 -- 15 I- 5•%4•T8(ry 55+82.62 S.00 RT THRUST G.00RING I - 5• GATE VALVE (FL1 1 - 4• (ATE VALVE IfL % MI) I2 CONNECT i0 [tlSnNG aWM 57+29.26 500 Rf coNrw.eroleroN[wFr TYPE 4 DEPM OP C105TMO WAILRIMIH 13 1 IV �WNOa Xmo 00+3156 1992 LT TnRVST BLOLMNG I- ••GATEvNVLt %MB 33 1- 11 I5• BOID 242 +59.18 3.94' IT THRU5T BLDCMNG I - 22.5° BEND 1.45 °BEND WATER METER SCHEDULE LATH STATION OPFSCT TYPE 290291 57 +11.66 22.00 IT DOU51E 292 -293 56 +45.24 2200 LT Mina 302303 52 +03.76 18.WLT DOU&E 3N$05 51 +23.75 15.WLT DOUBLE 354355 50 +33.74 15.WLT DOUW 356 52.31.40 25.50RT SINGLE 357 -358 51 +7039 16.00RT DOL'ou 359 -360 50+78.38 16.00'87 pwaLE NOTE5: 1. RE °EeNCE DRA'MNGS U.I 1 U.2 FOR WATER DETAL5 AND THRII5T & 116 R[OUREMENTS. 2. MAWMN IO I%)PJ2IXiTA15PAGiVG B[lY2[N WATERPN05.T.C.P. MATN5MNMUM. 3. PROVIDE AND INSTALL VALVE IAARKfR P09T5 VrtfNEV[R VKV60R BLOW-0E ARE LT•AT!D IN UNPAVED A . A. FIRE N RAM FACE TO BE 25' MIN, OFF FACE M CURB LOCATED MTHIN THE PUNTCIE 5TRW. 5. MNWMN 6• MIN. CLP W/W CE AT WATER AND STORM Mn CRO551NG5• I a MIN. CIEM AT WA1TR AYD 5 T.[ P. PIP[ f ENI NGS. T SEPARATION C 1-9' 19011TR5 PRE I N TONI[V[p, CCMR4CTOR SHALL ECOLOGY [NCA rOR P[R5[CnONC -9.1 OFTn[ WASHNGTON OCPMTN•ENT Of ECOIWY CPoTCRIA FOR SEWAGE WORKS DESIGN MANUPl. 6. WA"KNOIN5 "4L NAVf 42' MIN COW R IN IMPRpND R.D. W. AND 4a MIN. CGVEA M UN0.IFROVTD EASEMENTS. 7. AIR MaA5E ASSEMBUES TO BE INST4U D WITHIN THE FIPNTER STRIP UNL55 OTnERWlSE NOTED. HOWCNTAl CONTROL. WASHINGTON STATE PUWE. VERTICAL DATUA SOUTH 2CNE F[R TCHM Ncw 29 T On CQ1Ntt HIGH HIGH CCIUN HIGH C15 PiRC1910N NRWORR MC ON FRECS.ON Nf1WORK -Z a 0 6a scWT ITEM SEC.23, T17N, R1E, W.M. STATION OFFSET M15C. 13 + . & 9WY BfND LfLx MII 00'3156 19.92 LT TnRLST BLOCMNG 8 -Mf1II1YN1ijjTD/IILLLYB � f �p�' R. FLANGE ELV . 382.57 14A z33 8 25.50 RT 350351 15 FIRP ES 85 +49 2] ° I I 1 N GAR VALVE LR %MIT DOUWE 361362 ----------------- - 400 363 -364 W+52 BE, 37.72' LT ' RTC NCIDD -5rA 25.5OLT muea 3G7 -368 C- SrA WKOW WO co ! /.•. O S _ _ _ I_ _ 'RO _ - - 2]NW -.�i• ~N 369370 I - - STATION a. _____ 17.00 LT OOLIXL EQUATION 80 +8000 1700 IT DOIOLL MATCNUNE T1 t = 50 +0000 5EE DWG W -3 N 3 <w N 1 :Dn ROAD C ROAD D' 517 LW4 W3 y� p -Z a 0 6a scWT ROAD D IIDRZ. -V-SW VERT. -V-W ITEM 7n STATION OFFSET M15C. 13 + . & 9WY BfND LfLx MII 00'3156 19.92 LT TnRLST BLOCMNG 1 - 6 GAR v4VE )Fl x Mil -Mf1II1YN1ijjTD/IILLLYB � f �p�' R. FLANGE ELV . 382.57 14A z33 8 25.50 RT 350351 15 FIRP ES 85 +49 2] 21.00 Rf FLANGE ELV. 382.71' 1 N GAR VALVE LR %MIT DOUWE 361362 50 +18.27 111 _ 400 363 -364 W+52 BE, 37.72' LT ' RTC XL 34 rIM R1[. W.Y. 25.5OLT muea 3G7 -368 82 +77.89 25.50 IT OOUSLE 369370 83+97.89 - - 400 95 +17.99 17.00 LT OOLIXL I� 56 +3790 1700 IT DOIOLL NKn 7R NIx DD N 3 <w N 1 :Dn LI NwNI IW 57 y� p 395 ut of � 16OIIO"� ' 395 ETA EO. 5C0 T Y y [VEI:L[S 50W i 390 i 1 390 F� ARM I < 385 8 � a�y� _. •t ...._. .. I _ i � 385 - ,.CVb S 380 I _ _ 375 __ __ ' _ I] _ _:.: Lr.uw c•vND ws u 375 _ O_D I[.. 37].94' CMA59Y R, ]63R 9DC +3Te. T 'weC76, 6'9WD CUyY}I 'WM Tp:316b' IP R�376.74 :B'MWY 3'SRPI(1:3 dY PKfpXD (IMI 6'MM MA9 �Y_T .3T.T 370 c• 0 5130. w.l y. :3 1 rnsnxc (IrN 370 24' 1 MNXA 3'9_T[PTCI: 37 _ 365 A 8:mIg ° # #Ig A,I£.R 365 50 +50 80 +00 80 +50 81 +00 81 +50 82 +00 82 +50 83 +00 83 +50 84 +00 64 +50 85 +00 85 +50 86 +00 86 +50 67 +00 ROAD D IIDRZ. -V-SW VERT. -V-W WATER FITTING TABLE ITEM 7n STATION OFFSET M15C. 13 + . & 9WY BfND LfLx MII 00'3156 19.92 LT TnRLST BLOCMNG 1 - 6 GAR v4VE )Fl x Mil -Mf1II1YN1ijjTD/IILLLYB � f �p�' R. FLANGE ELV . 382.57 14A 51LW ASSEMBLY 83+75.31 25.50 RT 350351 15 FIRP ES 85 +49 2] 21.00 Rf FLANGE ELV. 382.71' 1 N GAR VALVE LR %MIT DOUWE 361362 50 +18.27 111 _ KEY NEAP 363 -364 W+52 BE, 37.72' LT ' RTC XL 34 rIM R1[. W.Y. WATER FITTING TABLE ITEM 7n STATION OFFSET M15C. 13 + . & 9WY BfND LfLx MII 00'3156 19.92 LT TnRLST BLOCMNG 1 - 6 GAR v4VE )Fl x Mil 14 FIRE rtTD A55M. N BO -7C.N 16.37 LT FLANGE ELV . 382.57 14A 51LW ASSEMBLY 83+75.31 25.50 RT 350351 15 FIRP ES 85 +49 2] 21.00 Rf FLANGE ELV. 382.71' 1 N GAR VALVE LR %MIT WATER METER SCHEDULE LOT# 5TATION OFFSET TYFE 342343 87 +1001 i700RT OOUBtf 344 - 345 86 +04.73 21.00' RT O ed 346 -347 85 +04.72 21.00 RT DDUaE 349349 84 +04.71 25.50 RT DOUBLE 350351 63 +04.70 25.50 KT DOUBLE 352353 1 82 +04.69 25.50 KT DOUWE 361362 50 +18.27 36AW LT DOUBLE 363 -364 W+52 BE, 37.72' LT GOUetf 365366 81 +57.69 25.5OLT muea 3G7 -368 82 +77.89 25.50 IT OOUSLE 369370 83+97.89 15.00 LT XXIE%L 371 -372 95 +17.99 17.00 LT OOLIXL 373 -374 56 +3790 1700 IT DOIOLL NOTES: I . REFERENCE ORAVANGS 01 4 J-2 MR WATER DETAILS AND TNRU5T BIOC%114 "GilREMENTS. 2. MNWAIN 10 HDRRCWTM 5-ACING BETWEEN WATER MID 5.T.E.P. MNN6 MINIMUM. 3. FRCMUC AND IN5TA VMVE MARAER POST5 W11EN[VBE VW.V[5 OR BLOWAEFS A 'LOCATED IN UNPAVED AREI5. 4, FIRE 11YDRAW FACE TO BE 2.5' MN. OfP FACE Of CURB LOCA= WITNN T1@ MNT£R 5TRN'. 5. MNNTAIN G' MN. CLI CO AT WATER AND STDRM Mn CRD551NG5. 18' MN. QEARMdOE AT WATER AND 5 T [.F. NPE CROSSING5. IF SEPARATION REQUIREMENTS ARE NOT AO1E .WWRACTOR 5hA PP. MENCASEMENT FSR 5E(.TION C I.9. 1 Q mE WA5n114`7T N DBPARTM[W OF ECOLWV CRIRWn TOR SEWAGE 1tORl5 DE5a MANUM, G. WATERMNN55n HAVE 42' MN_ f[NtR N IMPRDVEO ROOW. AND 4C MIN. COVER IN m1MPROVEO Fl5[MENT5. 7. MR REIEASE A55EAELIES TO BE I145TA M EATNN TILE P R 5TRIF LNA ^SS OTnE. m MMED- NowzoNrAl Ox mR Wl ING DNI 5TAR FMN+E, VERTKiLL WTLTA 5 Tn ZONE FER TCNR, NGVD 29 ccum lGh mUR 51MMUNrvn16n COUWYn1Gn PRLGSION x[TWDRI PRECl51oN NE1WOru ROAD a[[ MG W.IO SEC.23, T1 7N, R1 E, W.M. 3TA W131.17 aT."I+n.9a II j�' 1� t 8 Q Ic C1Q W 90+36.22 s.op'Rr �3 2 - NGAre VAW6IPT %MN 17 U2�2 M+91 401 15.75' RT m IB ,H,' ?u RN 301.5 o.-� - -_ 1 u m 19 PQ nYDRINIT 41%1.1, 17 94+06.49 I ii-- -/ � \� Z 3 $ ROAD a[[ MG W.IO SEC.23, T1 7N, R1 E, W.M. 3TA W131.17 aT."I+n.9a II j�' 1� t OFF5FT Q Ic C1Q W 90+36.22 s.op'Rr �3 2 - NGAre VAW6IPT %MN 17 U2�2 M+91 401 15.75' RT <6 IB ,H,' ?u RN 301.5 o.-� - -_ 1 u m 19 PQ nYDRINIT 41%1.1, 17 ROAD a[[ MG W.IO SEC.23, T1 7N, R1 E, W.M. 3TA W131.17 aT."I+n.9a II j�' 1� STATION OFF5FT M15C. Ic C1Q W 90+36.22 s.op'Rr 1 2 - NGAre VAW6IPT %MN 17 14R nYORINT P%M. K M+91 401 15.75' RT MNGE Elv.. 379.67 IB ,H,' V, 300.3] RN 301.5 o.-� - -_ 1 I- 9-T3Are VALVE RL x Mq 19 PQ nYDRINIT 41%1.1, 17 94+06.49 I ii-- -/ � \� Z 3 $ -r m +10412 x Lfw TAN SA DT�CJ. MCiI Mf FA:M 75m 17.00 RT OCR 9 375.376 97 +57.91 21.00 LT O w 377979 W +77.91 395 DRUM ;u .a ,,ow..5 - NCn xrev: M 3 193 Nwm 380.381 ROAD D Mtn 6 z �56 z T_ yCC 395 WN-+ atMI ROAD D _ xe oA6 W{ o So Lao 9FNLF ROAD D HOR2. -V-50' VERT. -I' -5' NBA IT TYPE STATION OFF5FT M15C. Ic C1Q W 90+36.22 s.op'Rr mRUSr eLDa1N'c 2 - NGAre VAW6IPT %MN 17 14R nYORINT P%M. K M+91 401 15.75' RT MNGE Elv.. 379.67 IB ,H,' V, 300.3] RN 301.5 o.-� - -_ 1 I- 9-T3Are VALVE RL x Mq 19 PQ nYDRINIT 41%1.1, 17 94+06.49 I ii-- -/ � \� Z 3 $ 34 2PI1 m +10412 17.0 RT Lfw TAN SA DT�CJ. MCiI Mf FA:M 75m 17.00 RT OCR 9 375.376 97 +57.91 21.00 LT O w 377979 W +77.91 395 DRUM ;u .a ,,ow..5 - NCn xrev: M 3 193 Nwm 380.381 14.50 LT I T_ 92 +43.93 395 0 15&f atMI 93+43.90 _ DOUL'LE - _i Y 93+79.51 43.50 LT xNGIC IRRIGATIW METER WITH OLVA 396 -997 94 +16.57 30.W LT DW91E 390' .' S R LS R = Nx TA: +aom 390 " I InW[oNTra :aa.ns> 1 IOW PdM 47.57 -'. loo vc 30.5 385 II i Ts'n ``n n m 380 `n 38C _ ` - -- -- [ -- --------- -------- 5 1 Ir50:[" ..21 - ___ 375 - -_ IrSD _ 37601' ,�__._�.____ _ _ VW 3>3.>r 375 - ---- `--' -- 3 bNM X. 375.51' IRIS V. AM 11 r 3a R: 31 -4.62 370 O saNO CN51Iw .20 Ir5pm1 9551r. NM x x 370 w + 365 N r b O'N11 I6' E; 371.N N xAOK. 365 N ` � ra:572.M 360 a N3 mn 360 355 �a mR FS gib' m9 ad .4^1d -RO 355 86 +50 87 +00 87 +50 88+00 88 +50 89 +00 89 50 90 +00 90 +50 91 +00 91 +50 92 +00 92 +50 93 +00 93 +50 94 +00 94 +50 ROAD D HOR2. -V-50' VERT. -I' -5' WATER FITTING TABLE NBA IT TYPE STATION OFF5FT M15C. Ic C1Q W 90+36.22 s.op'Rr mRUSr eLDa1N'c 2 - NGAre VAW6IPT %MN 17 14R nYORINT P%M. K M+91 401 15.75' RT MNGE Elv.. 379.67 IB I - w mw UTl 93f&1.54 19.1Y LT o.-� - -_ 1 I- 9-T3Are VALVE RL x Mq 19 PQ nYDRINIT 41%1.1, 17 94+06.49 I ii-- -/ � \� 17.00 RT xGi.. il>A•, 110. W.M WATER FITTING TABLE NBA IT TYPE STATION OFF5FT M15C. Ic C1Q W 90+36.22 s.op'Rr mRUSr eLDa1N'c 2 - NGAre VAW6IPT %MN 17 14R nYORINT P%M. K M+91 401 15.75' RT MNGE Elv.. 379.67 IB I - w mw UTl 93f&1.54 19.1Y LT MRIAT 9LOCNNG I- 9-T3Are VALVE RL x Mq 19 PQ nYDRINIT 41%1.1, 17 94+06.49 I 25.05' LT IUNGC ELV. - 376.74' WATER METER SCHEDULE LOT 0 5TATON OFFSET TYPE NOTE5 330531 93 +10.09 25.75'RT OOLT5IE 332 393 92 +10.07 25.75'17 XkICLE 334-335 91 +10.06 25.75.17 OOUBLE 336937 W +10.05 25.75- KT OOU9F 339 - 339 W +10414 17.00 RT DOUBLE 34 2PI1 m +10412 17.0 RT OOI W 3423{3 87 +10411 17.00 RT OCR 9 375.376 97 +57.91 21.00 LT O w 377979 W +77.91 21.00 LT DRUM 379 09 +75.03 14.50 LT Nwm 380.381 91 +23,92 14.50 LT DOULNC 392 -393 92 +43.93 14.50 LT 0 15&f atMI 93+43.90 10.1 I' LT DOUL'LE - PARK 93+79.51 43.50 LT xNGIC IRRIGATIW METER WITH OLVA 396 -997 94 +16.57 30.W LT DW91E NOTE5: I. R[P[RNR OFANRGS IAI N U -2 HOR WAIER MJY A14a TNR115T CLOCKING RCT2URCMCNTS. 2. MNNIMN IOnO i ffK5 PAC1NG9flY .EENWATERAND5.7,EP.MNN5 M04MUM. 3. TROVIX ANDINSTA VALVE MPRRER POSTS MIENI NCR VNLVC9 OR 910' M ARE LO TED IN UNPAVED AREAS. 4. M MYVKNNT FACE TO M 2.5'MIN. O PO LE W W119 LOCJNT[D WITHIN THE P RSTRIP. 5. MNNIAW C NOW CIfJ16MlLE AT WATER AND 5TORM PIPE CR0591NG5, I9' MIN. ROWRNCEAT wAENMID"IEVD Wit CROSSINGS IP SEPARATION MIR M)NC ARE NOT ACHNED, WNTRACTCRSHALL XR MENCASM[NT PM ` TION C -91 OP THE WISWNGTp1 pEPARTMfM OF KOLOGY CRITERIA POR 9CA'AG[ WCRT9 OG9w MANWL. G. WATEW 10 9H MAW 4r MIN. COV9R IN IMP O KO W. MD 49' MIN. COKE IN UNAIPI MEA9CLCNT5. 7. NR REIMS[ ASSEMBLIES TO BE I1457AL19p WITHIN THE PLNMER STRIP UNLC55 OTn[RW15f NOTm nOR WNT4 CONTROL: WA5MINGTCN 5TAM P E, VERTIO4 DATUM SOUTH WNE MR TCHM NGVD 29 4 PER MUR5TW TnUR5TW C41uMY HIGH CWMY HIGH PREC1510N NEMTJRR PREC61ON I.EIWJIt/ CITY OF YELM RoAOA ROAD D REQUIRES 3 VALVES 3HDA0 A PER CROSS. APPEAR TO BE MISSING A VALVE FROM ITEM #9. IT[M EXISTING FIRE OFFSET TYPE HYDRANT AT 201 Type INTERSECTION ON OFF5rr M15O. SEC. 100 +09.62 19.00RT DIVISIONS 3 &4? IF NOT, 20+205 NEED TO ADD FIRE x OOUSIE NOTE5: 7 1 HYDRANT. CITY OF inRU5T 8LOCNNG TE VM2 2- IPWFCVKV ®1FL%MJ) 20&209 9].09.61 A-5T;x YELM REQUIRES A FIRE *^ R A 13 HYDRANT AT ALL 25.7V RT „ '" INTERS ECTIONS. -- - - - - -- - � - - - -1- -� � �- - -� 1 - IP GAT[ VKK RU _ I 93+79.51 IF J9= 'A7 388 "ttl� $ • I t I I 1 9P Bao nv Xr I 93.03 LT I I 1pM W RYNT v�: 3D390 9.5.311 3.653 -.N THRUST ELOLMAG DOUBLE 1 -8'GAR VKK AEX MII 990991 97 +11.11 14.00 LT DOUBLE FIRE 11YWAM P56M. I] 94 +08.48 25.W LT FLANGE [LV. - 3]6.]4' DOUG[ ' 16.50 LT FLANGE ELV. - 378.56CONTRACTOR Vm_in cn 3 %39] A 1w ns> VC CONNECT TO MTMG I OWTA - V�. 100+86.3] CITY OF YELM RoAOA ROAD D REQUIRES 3 VALVES 3HDA0 A PER CROSS. APPEAR TO BE MISSING A VALVE FROM ITEM #9. ROAD D HORZ..I' =50' VERT. -1 " =5' 0 w 1W n,wRr� m WATER FITTING TABLE IT[M 5TATION OFFSET TYPE NOTE$ 201 Type 5TATION OFF5rr M15O. r 100 +09.62 19.00RT DOUBLE 20+205 y 25.75- RT OOUSIE NOTE5: 9 1 5.00'Rf inRU5T 8LOCNNG TE VM2 2- IPWFCVKV ®1FL%MJ) 20&209 9].09.61 rn sA9 .94<I vn v.97a4z ,� Pwvu 99 +10.0 25.7V RT OOUBL[ IO 2]+01.58 L "lg s •• THRUST BIOCRIIW 1 - IP GAT[ VKK RU - rMIA 93+79.51 43.50 LT 9P Bao nv 386.367 390 93.03 LT _ 1pM W RYNT v�: 3D390 9.5.311 3.653 19.15- LT THRUST ELOLMAG DOUBLE 1 -8'GAR VKK AEX MII 990991 97 +11.11 14.00 LT DOUBLE FIRE 11YWAM P56M. I] 94 +08.48 25.W LT FLANGE [LV. - 3]6.]4' DOUG[ ' 16.50 LT FLANGE ELV. - 378.56CONTRACTOR Vm_in cn 3 %39] A 1w ns> VC CONNECT TO MTMG I OWTA - V�. 100+86.3] 16.W LT c Ex15TING WATERMA'N VN 33.: a �4 I NGw 29 N g� FERTHUR5TCN TMUR5TON COUNTY HIGH ° -^ ^ R 'y Q x MY AIU[: 3114 ■•'V V 385 i XS X> UE.&. o 1 385 4C. <� 380 ^ 1' 8 R - 380 5 Ne ee..mo :- -� QQ.o .134 ..r i � � tD CRADe P I I' 375 ' 375 TKV.T 370 7t;-370 _ Z NMT5p 365 � 95 .e la Nx1 TOF. b69.33365 C.- CVlP' � 360 < 15- r R: 3721 TDH 3>0 OWTXIG NORM No 360 _ _ ___._ _ _ _ ^3 '� �� F 355 n ^4. and 'Fx - mi R F- 15 355 93 +50 94 +00 94 +50 95 +00 95 +50 96 +00 96 +50 97 +00 97 +50 98 +00 98 +50 99 +00 99 +50 100 +00100 +50101 +00 ROAD D HORZ..I' =50' VERT. -1 " =5' 0 w 1W n,wRr� m WATER FITTING TABLE IT[M 5TATION OFFSET TYPE NOTE$ 201 Type 5TATION OFF5rr M15O. r 100 +09.62 19.00RT DOUBLE 20+205 y 25.75- RT OOUSIE NOTE5: 9 25 +78.57 5.00'Rf inRU5T 8LOCNNG TE VM2 2- IPWFCVKV ®1FL%MJ) 20&209 9].09.61 25.79 RT ODUHLE ,� Pwvu 99 +10.0 25.7V RT OOUBL[ IO 2]+01.58 5.00'RT THRUST BIOCRIIW 1 - IP GAT[ VKK RU - rMIA 93+79.51 43.50 LT 51NG1E 9P Bao nv 386.367 94+16.57 93.03 LT IB M T.[ ,P. PIPE CR IM IF;T 99+84.54 19.15- LT THRUST ELOLMAG DOUBLE 1 -8'GAR VKK AEX MII 990991 97 +11.11 14.00 LT DOUBLE FIRE 11YWAM P56M. I] 94 +08.48 25.W LT FLANGE [LV. - 3]6.]4' DOUG[ 95+84.69 16.50 LT FLANGE ELV. - 378.56CONTRACTOR r7l cn 3 %39] TO VERIPY 16.OD'lT CONNECT TO MTMG I OWTA 100 +93.92 5.00 LT TVPE 4 OEF,n O' 100+86.3] 16.W LT BINGI[ Ex15TING WATERMA'N WATER METER SCHEDULE LOT M 5TATION OFFSET TYPE NOTE$ 201 101+06." 16.00 RT SINGLE - 202 -203 100 +09.62 19.00RT DOUBLE 20+205 99+06.61 25.75- RT OOUSIE NOTE5: 2 %207 %+09.61 25.7E RT DdTBIf F 20&209 9].09.61 25.79 RT ODUHLE ,� 330-331 99 +10.0 25.7V RT OOUBL[ - 3 W!i 93 +43.90 18.1 I' LT DOIJIM - rMIA 93+79.51 43.50 LT 51NG1E IRRGATION METER'MTH DCVA 386.367 94+16.57 93.03 LT DOUBLE M T.[ ,P. PIPE CR IM IF;T 380.389 95+3653 24.50 LT DOUBLE 990991 97 +11.11 14.00 LT DOUBLE < 392.393 98+11.12 14.W LT DOUG[ 394-395 " +11.12 14.00 LT DOUBLE cn 3 %39] 100+11J2 16.OD'lT Od101E z 998 100+86.3] 16.W LT BINGI[ 8 a . ReYYq�q FV3 z =� VIa� a J 540 NOTE5: I REFERENCE DRAWMG9 U-1 F U -2 FOR WATER DETNIS AND THRUST GOCRING REOUREMENTS. TD F 2. MANTAW 10 HORIZOMK SPAGNG B`_TWFP'I WwIfRPAD S.T.E.P. MNNS MINM.WM. ,� W 3. PROIllm AND IN5TN1 VKK MARRER F05T5lmhm R mtV m BLON-0F 3 ARE LOCAT[D ED rL IN UIWA0E04RW. O LJ 4. FIR[ HYDRMIT PACE TO M 2.5' MIN. OFF FACE OF CURB UX InD WTININ THE PIANTER 5TRIF. N 0 J w S. MA WATBC AND STORM FIE CROSGNGS. 1C MIN. CIdUW1C[ AT 6' MM. CLWIE Q d M T.[ ,P. PIPE CR IM IF;T Dr VN MG CONTRACTOR OF M[ WASHINGIpI FM NCI. 1 OFTARENOTNIGTON PROVIDE EN • M[NT P[R SECTION - WARTMENT F EC MI DE PARTMEM OF ECOLOGY CNTCP'A FORSEWPGE WORTS DESIGN MANUAL. A Nl : 6. WATCRMAIN5 SHAE HAK 42' MN. COVER IN MFRONED A.O.W. AND 48' MIN. COVER W < W UMMPRCKDEA°fMENfS. w H fn Y 7. NR RCLEASEl�15EMWM TO BE IN5TNILD WITHIN THE FWITER STRIP UN OTHERWISE cn NOTED. 4 z � 0 H „DWZONTKO}IIROU WA HINGTCN STATE FIMIE a KRNCK WTLM 50UTHX EFERTCHM NGw 29 N FERTHUR5TCN TMUR5TON COUNTY HIGH COUNTY MGn FMCIGON NEIWORA 'y Q FRECHNON NEIVA]W ■•'V C¢OW P. STP:5.65 :6 I .:N E . 91P : xDMO w IVI 11 �l I ROAD A 1 i I , II I II I I ROAD NG ROAD E 6 ROM L R (p :STA 5TA I2N %M 2.%M I Ii - -- II I it 1 SEC.23, T17N, R1E, W.M. LOTS 249 AND 250 NOT IDENTIFIED a ITEM II 1YPE I m misc. 4 N z 'o 16.00' Rf RNiG[ RV. " 391.47 5 s �s 15 +90.23 5.O7RT THRU5T DLOCMNG 1 1`7"TEVALVE(PO o w IW 22 5[4L 122 +25.00 28.SD LT (RANT AT _RSECTION ON SIONS 3 &4? IF NOT, D TO ADD FIRE (RANT. CITY OF M REQUIRES A FIRE (RANT AT ALL �RSECTIONS. ROAD E HORZ.- 1' =50' VERT. -7 "AIB }I _f E4rM A' WATER FITTING TABLE ITEM II 1YPE I OFFSET misc. 4 PIKE NTTDRAxR 0.95NL. I1 ITV I 16.00' Rf RNiG[ RV. " 391.47 5 I - 1 ax 0• rE[ (Pu 15 +90.23 5.O7RT THRU5T DLOCMNG 1 1`7"TEVALVE(PO IN 22 FIRE HYDRANT AWN, A9 122 +25.00 28.SD LT 11ANGE [LV. " 378.30 23 N 1@ P4 122+61.10 5.00'LT 395 2 -8'GAR VALVES (R % MD 24 5w l 3c.M 5.00' LT CONTRALTOR iOVENM THE • DEPTH OF E%19TNG WATERMAN WATERMAIN55HAU- HAVE 42 -MM. COKR IN.V V[D ROW. AND 49' MIN. COVER IN I 395 UIMPROVTD [A5EMENTs. LVA AR RELEASE AS5EMWE5 TO BE IN5TAUED W 114 THE RAMQL 5MP UNLE55 OTHERWIS_' NOTED. I�aDlr META Nft 21+03M W.5 ZIN 1_ LV '4915 1 390 8 2 35p 2`�y yy tr `�+n vn SrA: lz44o oo Lnue: 385 �` II.�> $ .n g 385 X41 a si 380 380 375 1 NNII- 375 ~ 370 zsc v. E, IN Irw.E:312.1 IN 1- a _ __ .� _- _ -_ I _ 1 370 12502: ]6.53' P3AROCt HICK _,_ -__ CWk ION 'WMTOC3 1.GI' ,% .Y 9M z 3NO M 365 nalaxa mn 'Sort: %9 1 365 r OaSnxG 0M1 1b 9PAfIW j6l.69 r F V C9 R a 5 C� ne n'N3 1 360 Ra�F R5 m nGF 360 I I9 +50120+ 120 +50121 +00121 +50122 +00122 +50123 +00123 +50124 +00124 +50125 +00 ROAD E HORZ.- 1' =50' VERT. -7 "AIB }I _f E4rM A' WATER FITTING TABLE ITEM II 1YPE STATION OFFSET misc. 4 PIKE NTTDRAxR 0.95NL. I1 15 +50.00 16.00' Rf RNiG[ RV. " 391.47 5 I - 1 ax 0• rE[ (Pu 15 +90.23 5.O7RT THRU5T DLOCMNG 1 1`7"TEVALVE(PO I - 8' GATE VALVE (FL %M3 22 FIRE HYDRANT AWN, A9 122 +25.00 28.SD LT 11ANGE [LV. " 378.30 23 N 1@ P4 122+61.10 5.00'LT THRV9T BWCFJNG 2 -8'GAR VALVES (R % MD 24 CONNECT TO Ex9TING B WM 124 +57.57 5.00' LT CONTRALTOR iOVENM THE • DEPTH OF E%19TNG WATERMAN WATER METER SCHEDULE LOT R STATION OFFSET TYPE 277 120+69.59 25.7VU NNa 276279 121411.60 25.75' RT 00001E 29P29I 121 +79.61 25.7T FIT DDLELE 292 -293 122 +47,61 25.7Y RT OOUett 29x295 123 +15.62 25.75- FIT mum 286 -287 123+83.63 25.75- IT DOUBLE 268289 124+56.66 25.75.0 DOUBLE TER METERS FOR WASMNGTON STATE BANE. NOTES: 500TH ZONE PER TORN TS 276, 260, AND 251 1. REFERENCE ORAWONGS D 1 4 U -2 TOR WATER CCTNL5 AND THRLEST 9LOCNING REOUIRCMDITS. DWN ON PLAN VIEW 2 MAINTAIN IO HORI Al 5PAON59ETWSE4 WATER AND 9T.C.P. MAIIp MNINMM, T NOT INCLUDED IN 3. FROMM AND INSTALL VALVE MANNER POSTS WHG KVALVES OR BLOW -OFFS ARE LOCATED IN UNPAVED AREAS, TER METER 4. FIR[ HYDRANT FAQ TO M 2.5' MIN, OFF PALE Of CLNL9 LOCATED WITHIN THE PIANRR 5TRIP. -iEDULE S. MAINTAIN VMIN. CLEARANCE AT WATER AND STORM FIFE CRO551N65. 18' MIN, CLHNANC[ AT "MR AND 5.TE.P. FIFE CR 51NG5. If 5aARATION RE0LnN!ENM An NOT ACHIEVE:. CONfRALTOR SNMLL PROVIDE DICAS[M[NT PER 5[CTgN C -9. I OF THE WASMNGTON oerARTTAELTr a ISbLOGY cwrauA rozSEwrlGC woRES Lxs1cN M4NUAL. G. WATERMAIN55HAU- HAVE 42 -MM. COKR IN.V V[D ROW. AND 49' MIN. COVER IN UIMPROVTD [A5EMENTs. 7. AR RELEASE AS5EMWE5 TO BE IN5TAUED W 114 THE RAMQL 5MP UNLE55 OTHERWIS_' NOTED. 0 HO2ZON AL COrtRq WASMNGTON STATE BANE. V[R DATUM 500TH ZONE PER TORN NGW 29 MWD 4 RRT1TY"IG" I6H CENCIN 1HUI8iON COUNIYHIG'1 PR[OSIg1 NCiWSM1C PRCCIBLON NflWORK N WATER METER FOR LOT 241 NOT IDENTIFIED NI I � 1 +1 LOT / STATION OFFSET TYPE 230231 140 +80.42 25.75'LT pOLRxf 232 -233 141+60.43 25.JY LT DiOUBIF SEC.23, T17N, R1E, W.M. 142 +40.44 25.75'LT bW L 236-23] 143+20.45 25.J LT OOUBI2 23&239 144+00.46 25.75'LT DOUM 240 144 +50.46 400 . _- 4. PptZ M9RANi PALE TO BE 2.5' MN.OT PACE Of CURB LOUlEO WMIN THE PWITER $TRIP. 6 N e i IT � a M 400 lT 4V: ]O � Vr1 RV:03O9� 5. 6' ARMM AT WAIER ANp STORM PRR CRD551NG5. IC MIN. CLPNWJ[£ EXISTING FIRE gl I AT WATE AT WATER AND ST.E.P. APE D 5 T +E IF SCPA RE4ENT5 ARE NDT /R211MD, rORIT SrA roar nv. 47.99 47 MK^IWr9T4pl +aBS. Ppxr pv:swse (AOMA- s "zo.s9.T3 STAMD.N.N 6 RoAO n. srA iu.x.w y01 HYDRANT AT 6. i ''., -6 WI NJ A AvNm: n INre AvuuE xsm J. AR g55[MBUC9 TO D[ INSTWLD WITHIN MC MNICR 9TPoP IINI[SS OTHER{V15E (NDWP (RMO .3T ",..'°" �ReILAX INTERSECTION ON __ or. l5. vc % 'IQFI 395 68' !8RR.", � 3 R" Y vn3wl .4133 w DIVISIONS 3 &4? IF NOT, F- to) LU y H y + Q i � + O n Ff -$1p1 .. FVNIK: °O Ib 390 <'R.$ R s IS s f $ y R Asa zati a32 zss 034 2, 235 �: I NEED TO ADD FIRE HYDRANT. CITY OF i I pg I S S L In'aI�FC - - -- - -- - - -- - : - -- -_ - -- _ YELM REQUIRES A FIRE 385 1 j s. N 0 N HYDRANT AT ALL 380 - _ � o 380 INTERSECTIONS. - T R I• l II. 5- - __�__ - -- _ - 1 1 -_. WATER FlTTING TABLE _, - .- 375 I f iI � M`3R3.2b � _ - - -- l � ? R - TIDE STATION OFP5Er MISC. 1 I a 10n 3Ttl.7 I� 2d8 I I „3 ul o m IN 370 � ^moo NR mn wnxR- _. rm � - 1 I 370 812 i� S" �c$c b GamaesREJ l3r5 K 1. � ig 11 I __�.. S 9 uuE 6 $In G I- 1PGATE VµVE RV 20 +6DE0 500 Rf THRUST 8L QNG n4 I I.6'GAR VALVE PIN MD y� 4$ 111 1 I 25 FlRt MDRNIT AS9M.,10 W +20.00 14.00' Rf PIAN6E RV. - 3a,.a2 r D. v'�@ ROB A ROAD 56. D1 ROAD M 26 I- a•TEEPT) z - 8' GATE VµVGS RL x Mp 142 +61.10 50P LT THRUST euxmmis •}� p 3a DA0w.2 5eE qY w -:0 27 PINE iVE)RW A59M., 11 142 +6900 25.J5'LT M mv.- 383.7E D JPMCfDRTON " ROAD F 28 C ECf Tc EY611NG B• WT•1 144 +56.53 5.00 IT * c`fm OID k WATER METER FOR LOT 241 NOT IDENTIFIED NI I � 1 +1 WATER METER SCHEDULE LOT / STATION OFFSET TYPE 230231 140 +80.42 25.75'LT pOLRxf 232 -233 141+60.43 25.JY LT DiOUBIF 234 -235 142 +40.44 25.75'LT 001181E 236-23] 143+20.45 25.J LT OOUBI2 23&239 144+00.46 25.75'LT DOUM 240 144 +50.46 400 . _- 4. PptZ M9RANi PALE TO BE 2.5' MN.OT PACE Of CURB LOUlEO WMIN THE PWITER $TRIP. 6 N e i IT � a M 400 lT 4V: ]O � Vr1 RV:03O9� 5. 6' ARMM AT WAIER ANp STORM PRR CRD551NG5. IC MIN. CLPNWJ[£ EEEi gl I AT WATE AT WATER AND ST.E.P. APE D 5 T +E IF SCPA RE4ENT5 ARE NDT /R211MD, rORIT SrA roar nv. 47.99 47 MK^IWr9T4pl +aBS. Ppxr pv:swse cn CR DEPARTMENT OPECORDGT CRREPJA PORSEWAGE WORIS QSIGN MPNUµ. y01 -I Iz 11 6. WATERlMIH55HNL MAV[42'MN. COVERIN IMPROVID RO.W. AN04a•MN. COVER IN -6 WI i W AvNm: n INre AvuuE xsm J. AR g55[MBUC9 TO D[ INSTWLD WITHIN MC MNICR 9TPoP IINI[SS OTHER{V15E 2 Q �ReILAX 395 __ or. l5. vc % 'IQFI 395 68' !8RR.", � 3 R" Y vn3wl .4133 w LU F- to) LU y H y + Q i � + O n FVNIK: °O Ib 390 <'R.$ R s IS s p i s y R 390 pg I S S In'aI�FC 4 385 385 1 s. N 380 - _ � o 380 - T R l II. 375 zscP -_. ..._ _, - .- 375 It M`3R3.2b • B' CU3e101 1 ' a 10n 3Ttl.7 1 370 ^moo NR mn wnxR- _. rm � - 1 I 370 812 i� S" �c$c l3r5 K 1. � ig 11 I 365 S 9 a 6 $In ' „� A 140 140 +50141 +00 141 +50142 +00 142 +50 143+00143 +50144 +00144 +50145 +00 WATER METER SCHEDULE LOT / STATION OFFSET TYPE 230231 140 +80.42 25.75'LT pOLRxf 232 -233 141+60.43 25.JY LT DiOUBIF 234 -235 142 +40.44 25.75'LT 001181E 236-23] 143+20.45 25.J LT OOUBI2 23&239 144+00.46 25.75'LT DOUM 240 144 +50.46 25.J9LT SNG1L �yl�a ©cR ROAD F RE NOTE5: Q 3 NORZ.•Y-!0• VERT. -T - -S NP VCRNp2A9TUA $P,IiH ZONE PER TCHPN I . M""NCC O NGS V- I I U -2 POR WATER MMJ AND m T B1OOgNG RECAIRREMEMS. 2. MAMTPIN IPHORIZCNTµ SPACING CCtWEEN WARR ANDS.T EP. LWN$MINIMUM, s PERTHURSTQI MURSTLNC wNIGH R 3. I' AND INSTALL vALVF MARKER PO5T5 wnENLVER VµV[5 QR BIO.V -OTC ARE IOCAT[0 COMOV HIGH PRE0510N ntrvK)RA R UWA IN UNPAV[0 ARL0.5. 4. PptZ M9RANi PALE TO BE 2.5' MN.OT PACE Of CURB LOUlEO WMIN THE PWITER $TRIP. 6 N e i IT � a M b $u 5. 6' ARMM AT WAIER ANp STORM PRR CRD551NG5. IC MIN. CLPNWJ[£ EEEi AT WATE AT WATER AND ST.E.P. APE D 5 T +E IF SCPA RE4ENT5 ARE NDT /R211MD, CONTRACTOR 5HA1L P E EMWNGS. (I>, C 1.9 [MCASeMENT PER SECTION c 19. Of m! WASHNIGTON m cn CR DEPARTMENT OPECORDGT CRREPJA PORSEWAGE WORIS QSIGN MPNUµ. f'- 6. WATERlMIH55HNL MAV[42'MN. COVERIN IMPROVID RO.W. AN04a•MN. COVER IN -6 WI i W UNIMPRPJED CAS[MCNI15, fn J. AR g55[MBUC9 TO D[ INSTWLD WITHIN MC MNICR 9TPoP IINI[SS OTHER{V15E 2 Q �ReILAX rn % w � 3 � Y w LU F- to) LU y H y Q i � O W F ROAD F �'J HOPJ20NTK ODNTROL: �1 W05H1NGTp 5TATE PLANE. x H Q 3 NORZ.•Y-!0• VERT. -T - -S VCRNp2A9TUA $P,IiH ZONE PER TCHPN PERTHURSTQI MURSTLNC wNIGH �WNf COMOV HIGH PRE0510N ntrvK)RA e w ° PREC19gN NETWORK I I All, I II 21.E I• I �• RM IE26: 20 56' ' ROAD A 9R v4G W -2 III A. ITA 23 +11.71 SOIDG- W4IN.W.W r 0 ROAD G SEC.23, T1 7N, R1 E, W.M. i ¢v.OG -srA 1u.nu m i O 1N • � 1 z $CAI{ 1 0, 400 3TN ICI m F1u 400 9TA1 5A0 RUNT OTYI 1+x2.50 I+ n P.E:2t 1+ tOM9ayl.T4 /3.9! RvMU2 W STA: Ifd+ .N i ?�(p 395 roaM aW 3ao9I 1 vn nv: .7c RUl1 395 8'N 8� e- $ q WI 390 390 T n} dV :� S S !Y <S 6 385 _ d1311x�GaWW ` __ 'D0t INASImG1NR a3YA. 380 380 1t 371r7 \ \\ > 6' Ori14ON .140N E' TM: 916. 2' IrJD :37941' 375 � _ ewM TC1373.30 !' - 975 a� 1 i 370. �._ __ ___ __ 1r 5RI:w33c • 1 370 6 MTN1 M 1 1 1 .mroso ro mn 1 365 : C 1 360 360 1 159 +50 160 +00 160 +50 I61 +00 161 +50 162 +00 162 +50 163 +00 163 +50 164 +00 164 +50 165 +00 ROAD G HORZ.-r-aP VERT.-r•s •tuc• e/ e w�_wrylA�am WATER FITTING TABLE ff0.1 TYPE 5TATION OETSET M150. 7 PFE mDRrWT A55M. 12 22+71 15.00' RT RANGE mv. -302.1 T I - 10`x&m0D 0 I - IRGATEvALVBR'U 23+1643 5.07 RT 11IRMT SLICII I - O' GATE v&w 8'21 x M2 29 P12 mDRNR A.SM. #12 164 +15.00 17.00 LT PMNGE 6V.. 3n.37 CONRRACTOR TO VTRIFY 30 CONNECT TO m5TIN60' WM 164 +591 5.00 LT wn a D h OF IMSTNG WARRMINN WATER METER SCHEDULE LOT # 5TA71ON OFP5ET TYPE 210211 160+M42 21.00 LT LODSLf 212413 161 +00.43 21.00'LT Mum 214-215 162 +00.44 21.00 LT 0Ou& 216.217 163 +80.46 21.00' LT COU01E 218 1G +41 A0 21 AO LT SNGIE 219 164.50.65 21.W RT 511 220.221 111 21.DORT 000eff 222 -223 163 +19.89 14AD RT OOU &E 224.229 162139.02 14gO RT DOU81E 226 -227 161 +59.60 14A0 1 OOLIBIL 22 1229 160 +79.59 1 14A0 RT OOL01F NOTES: I. RfMK!N E p wlhl S U I a U -2 FOR WATER DETARS AND MRU5T L50CNNG REOUIMMI 2. MNMAIN IO MORIZONT& SPACING BEPMEN WATER ANp S.T.C.F. MAINS MN'FVM. 3. PROVIDE AND 11457ALL vMW NMRFER POSTS WTIENEVER VALWS OR BLOW #FS IRE LOCH= N UNPAVED AREAS. 4, 1111,1TIRAM PACE TO G 2.5' MIN, OFF PACE OF CURB Li MMIN ME PWlIER 5TRF. S. MNNTNN 6' MIN. QGRAIICE AT WARR AND STORM PIPC CRDSSINGS. IV MIN. CLEARANCE AT" MR AND 5.T.E.P. PIPE CRp551145. IF SEP 11IN R[OJISNIENM ARE NOT AIJIIEWD. CONTRACTOR SMALL PROVIDE ENCASEMENT RR 5E M C I -9.1 a TK WA IIN ON LVARDKNT R ECOWGV CRRERIA FOR SEWAGE A9RR5 OESIGN III G. WATERMNN55 LMAW 4r MIN. COVER IN IMPROVED R-OW. AND 4Q MN. I IN UN'MPROWD fA5EMOR5. 7. NR RNEASE ASSEMBLIES TO BE INSTALLED WITHIN ME ROEITER STRIP MAI OM[RWE3f NOTED. MONZONTALCOMROL: III 5TATE NNE, VERTCK OpT,pD SWM 2ONE MR TCNPN Ni 4 MR MURSTON TMURSTON COUNTII III C m 111 M PRLCJ°.,iON NEMM PRM6 14M ROAD G SEC.23, T1 7N, R1 E, W.M. i ¢v.OG -srA 1u.nu m i O 1N • � 1 z $CAI{ 1 0, 400 3TN ICI m F1u 400 9TA1 5A0 RUNT OTYI 1+x2.50 I+ n P.E:2t 1+ tOM9ayl.T4 /3.9! RvMU2 W STA: Ifd+ .N i ?�(p 395 roaM aW 3ao9I 1 vn nv: .7c RUl1 395 8'N 8� e- $ q WI 390 390 T n} dV :� S S !Y <S 6 385 _ d1311x�GaWW ` __ 'D0t INASImG1NR a3YA. 380 380 1t 371r7 \ \\ > 6' Ori14ON .140N E' TM: 916. 2' IrJD :37941' 375 � _ ewM TC1373.30 !' - 975 a� 1 i 370. �._ __ ___ __ 1r 5RI:w33c • 1 370 6 MTN1 M 1 1 1 .mroso ro mn 1 365 : C 1 360 360 1 159 +50 160 +00 160 +50 I61 +00 161 +50 162 +00 162 +50 163 +00 163 +50 164 +00 164 +50 165 +00 ROAD G HORZ.-r-aP VERT.-r•s •tuc• e/ e w�_wrylA�am WATER FITTING TABLE ff0.1 TYPE 5TATION OETSET M150. 7 PFE mDRrWT A55M. 12 22+71 15.00' RT RANGE mv. -302.1 T I - 10`x&m0D 0 I - IRGATEvALVBR'U 23+1643 5.07 RT 11IRMT SLICII I - O' GATE v&w 8'21 x M2 29 P12 mDRNR A.SM. #12 164 +15.00 17.00 LT PMNGE 6V.. 3n.37 CONRRACTOR TO VTRIFY 30 CONNECT TO m5TIN60' WM 164 +591 5.00 LT wn a D h OF IMSTNG WARRMINN WATER METER SCHEDULE LOT # 5TA71ON OFP5ET TYPE 210211 160+M42 21.00 LT LODSLf 212413 161 +00.43 21.00'LT Mum 214-215 162 +00.44 21.00 LT 0Ou& 216.217 163 +80.46 21.00' LT COU01E 218 1G +41 A0 21 AO LT SNGIE 219 164.50.65 21.W RT 511 220.221 111 21.DORT 000eff 222 -223 163 +19.89 14AD RT OOU &E 224.229 162139.02 14gO RT DOU81E 226 -227 161 +59.60 14A0 1 OOLIBIL 22 1229 160 +79.59 1 14A0 RT OOL01F NOTES: I. RfMK!N E p wlhl S U I a U -2 FOR WATER DETARS AND MRU5T L50CNNG REOUIMMI 2. MNMAIN IO MORIZONT& SPACING BEPMEN WATER ANp S.T.C.F. MAINS MN'FVM. 3. PROVIDE AND 11457ALL vMW NMRFER POSTS WTIENEVER VALWS OR BLOW #FS IRE LOCH= N UNPAVED AREAS. 4, 1111,1TIRAM PACE TO G 2.5' MIN, OFF PACE OF CURB Li MMIN ME PWlIER 5TRF. S. MNNTNN 6' MIN. QGRAIICE AT WARR AND STORM PIPC CRDSSINGS. IV MIN. CLEARANCE AT" MR AND 5.T.E.P. PIPE CRp551145. IF SEP 11IN R[OJISNIENM ARE NOT AIJIIEWD. CONTRACTOR SMALL PROVIDE ENCASEMENT RR 5E M C I -9.1 a TK WA IIN ON LVARDKNT R ECOWGV CRRERIA FOR SEWAGE A9RR5 OESIGN III G. WATERMNN55 LMAW 4r MIN. COVER IN IMPROVED R-OW. AND 4Q MN. I IN UN'MPROWD fA5EMOR5. 7. NR RNEASE ASSEMBLIES TO BE INSTALLED WITHIN ME ROEITER STRIP MAI OM[RWE3f NOTED. MONZONTALCOMROL: III 5TATE NNE, VERTCK OpT,pD SWM 2ONE MR TCNPN Ni 4 MR MURSTON TMURSTON COUNTII III C m 111 M PRLCJ°.,iON NEMM PRM6 14M 1 0, 400 3TN ICI m F1u 400 9TA1 5A0 RUNT OTYI 1+x2.50 I+ n P.E:2t 1+ tOM9ayl.T4 /3.9! RvMU2 W STA: Ifd+ .N i ?�(p 395 roaM aW 3ao9I 1 vn nv: .7c RUl1 395 8'N 8� e- $ q WI 390 390 T n} dV :� S S !Y <S 6 385 _ d1311x�GaWW ` __ 'D0t INASImG1NR a3YA. 380 380 1t 371r7 \ \\ > 6' Ori14ON .140N E' TM: 916. 2' IrJD :37941' 375 � _ ewM TC1373.30 !' - 975 a� 1 i 370. �._ __ ___ __ 1r 5RI:w33c • 1 370 6 MTN1 M 1 1 1 .mroso ro mn 1 365 : C 1 360 360 1 159 +50 160 +00 160 +50 I61 +00 161 +50 162 +00 162 +50 163 +00 163 +50 164 +00 164 +50 165 +00 ROAD G HORZ.-r-aP VERT.-r•s •tuc• e/ e w�_wrylA�am WATER FITTING TABLE ff0.1 TYPE 5TATION OETSET M150. 7 PFE mDRrWT A55M. 12 22+71 15.00' RT RANGE mv. -302.1 T I - 10`x&m0D 0 I - IRGATEvALVBR'U 23+1643 5.07 RT 11IRMT SLICII I - O' GATE v&w 8'21 x M2 29 P12 mDRNR A.SM. #12 164 +15.00 17.00 LT PMNGE 6V.. 3n.37 CONRRACTOR TO VTRIFY 30 CONNECT TO m5TIN60' WM 164 +591 5.00 LT wn a D h OF IMSTNG WARRMINN WATER METER SCHEDULE LOT # 5TA71ON OFP5ET TYPE 210211 160+M42 21.00 LT LODSLf 212413 161 +00.43 21.00'LT Mum 214-215 162 +00.44 21.00 LT 0Ou& 216.217 163 +80.46 21.00' LT COU01E 218 1G +41 A0 21 AO LT SNGIE 219 164.50.65 21.W RT 511 220.221 111 21.DORT 000eff 222 -223 163 +19.89 14AD RT OOU &E 224.229 162139.02 14gO RT DOU81E 226 -227 161 +59.60 14A0 1 OOLIBIL 22 1229 160 +79.59 1 14A0 RT OOL01F NOTES: I. RfMK!N E p wlhl S U I a U -2 FOR WATER DETARS AND MRU5T L50CNNG REOUIMMI 2. MNMAIN IO MORIZONT& SPACING BEPMEN WATER ANp S.T.C.F. MAINS MN'FVM. 3. PROVIDE AND 11457ALL vMW NMRFER POSTS WTIENEVER VALWS OR BLOW #FS IRE LOCH= N UNPAVED AREAS. 4, 1111,1TIRAM PACE TO G 2.5' MIN, OFF PACE OF CURB Li MMIN ME PWlIER 5TRF. S. MNNTNN 6' MIN. QGRAIICE AT WARR AND STORM PIPC CRDSSINGS. IV MIN. CLEARANCE AT" MR AND 5.T.E.P. PIPE CRp551145. IF SEP 11IN R[OJISNIENM ARE NOT AIJIIEWD. CONTRACTOR SMALL PROVIDE ENCASEMENT RR 5E M C I -9.1 a TK WA IIN ON LVARDKNT R ECOWGV CRRERIA FOR SEWAGE A9RR5 OESIGN III G. WATERMNN55 LMAW 4r MIN. COVER IN IMPROVED R-OW. AND 4Q MN. I IN UN'MPROWD fA5EMOR5. 7. NR RNEASE ASSEMBLIES TO BE INSTALLED WITHIN ME ROEITER STRIP MAI OM[RWE3f NOTED. MONZONTALCOMROL: III 5TATE NNE, VERTCK OpT,pD SWM 2ONE MR TCNPN Ni 4 MR MURSTON TMURSTON COUNTII III C m 111 M PRLCJ°.,iON NEMM PRM6 14M ROAD G HORZ.-r-aP VERT.-r•s •tuc• e/ e w�_wrylA�am WATER FITTING TABLE ff0.1 TYPE 5TATION OETSET M150. 7 PFE mDRrWT A55M. 12 22+71 15.00' RT RANGE mv. -302.1 T I - 10`x&m0D 0 I - IRGATEvALVBR'U 23+1643 5.07 RT 11IRMT SLICII I - O' GATE v&w 8'21 x M2 29 P12 mDRNR A.SM. #12 164 +15.00 17.00 LT PMNGE 6V.. 3n.37 CONRRACTOR TO VTRIFY 30 CONNECT TO m5TIN60' WM 164 +591 5.00 LT wn a D h OF IMSTNG WARRMINN WATER METER SCHEDULE LOT # 5TA71ON OFP5ET TYPE 210211 160+M42 21.00 LT LODSLf 212413 161 +00.43 21.00'LT Mum 214-215 162 +00.44 21.00 LT 0Ou& 216.217 163 +80.46 21.00' LT COU01E 218 1G +41 A0 21 AO LT SNGIE 219 164.50.65 21.W RT 511 220.221 111 21.DORT 000eff 222 -223 163 +19.89 14AD RT OOU &E 224.229 162139.02 14gO RT DOU81E 226 -227 161 +59.60 14A0 1 OOLIBIL 22 1229 160 +79.59 1 14A0 RT OOL01F NOTES: I. RfMK!N E p wlhl S U I a U -2 FOR WATER DETARS AND MRU5T L50CNNG REOUIMMI 2. MNMAIN IO MORIZONT& SPACING BEPMEN WATER ANp S.T.C.F. MAINS MN'FVM. 3. PROVIDE AND 11457ALL vMW NMRFER POSTS WTIENEVER VALWS OR BLOW #FS IRE LOCH= N UNPAVED AREAS. 4, 1111,1TIRAM PACE TO G 2.5' MIN, OFF PACE OF CURB Li MMIN ME PWlIER 5TRF. S. MNNTNN 6' MIN. QGRAIICE AT WARR AND STORM PIPC CRDSSINGS. IV MIN. CLEARANCE AT" MR AND 5.T.E.P. PIPE CRp551145. IF SEP 11IN R[OJISNIENM ARE NOT AIJIIEWD. CONTRACTOR SMALL PROVIDE ENCASEMENT RR 5E M C I -9.1 a TK WA IIN ON LVARDKNT R ECOWGV CRRERIA FOR SEWAGE A9RR5 OESIGN III G. WATERMNN55 LMAW 4r MIN. COVER IN IMPROVED R-OW. AND 4Q MN. I IN UN'MPROWD fA5EMOR5. 7. NR RNEASE ASSEMBLIES TO BE INSTALLED WITHIN ME ROEITER STRIP MAI OM[RWE3f NOTED. MONZONTALCOMROL: III 5TATE NNE, VERTCK OpT,pD SWM 2ONE MR TCNPN Ni 4 MR MURSTON TMURSTON COUNTII III C m 111 M PRLCJ°.,iON NEMM PRM6 14M WATER METER SCHEDULE LOT # 5TA71ON OFP5ET TYPE 210211 160+M42 21.00 LT LODSLf 212413 161 +00.43 21.00'LT Mum 214-215 162 +00.44 21.00 LT 0Ou& 216.217 163 +80.46 21.00' LT COU01E 218 1G +41 A0 21 AO LT SNGIE 219 164.50.65 21.W RT 511 220.221 111 21.DORT 000eff 222 -223 163 +19.89 14AD RT OOU &E 224.229 162139.02 14gO RT DOU81E 226 -227 161 +59.60 14A0 1 OOLIBIL 22 1229 160 +79.59 1 14A0 RT OOL01F NOTES: I. RfMK!N E p wlhl S U I a U -2 FOR WATER DETARS AND MRU5T L50CNNG REOUIMMI 2. MNMAIN IO MORIZONT& SPACING BEPMEN WATER ANp S.T.C.F. MAINS MN'FVM. 3. PROVIDE AND 11457ALL vMW NMRFER POSTS WTIENEVER VALWS OR BLOW #FS IRE LOCH= N UNPAVED AREAS. 4, 1111,1TIRAM PACE TO G 2.5' MIN, OFF PACE OF CURB Li MMIN ME PWlIER 5TRF. S. MNNTNN 6' MIN. QGRAIICE AT WARR AND STORM PIPC CRDSSINGS. IV MIN. CLEARANCE AT" MR AND 5.T.E.P. PIPE CRp551145. IF SEP 11IN R[OJISNIENM ARE NOT AIJIIEWD. CONTRACTOR SMALL PROVIDE ENCASEMENT RR 5E M C I -9.1 a TK WA IIN ON LVARDKNT R ECOWGV CRRERIA FOR SEWAGE A9RR5 OESIGN III G. WATERMNN55 LMAW 4r MIN. COVER IN IMPROVED R-OW. AND 4Q MN. I IN UN'MPROWD fA5EMOR5. 7. NR RNEASE ASSEMBLIES TO BE INSTALLED WITHIN ME ROEITER STRIP MAI OM[RWE3f NOTED. MONZONTALCOMROL: III 5TATE NNE, VERTCK OpT,pD SWM 2ONE MR TCNPN Ni 4 MR MURSTON TMURSTON COUNTII III C m 111 M PRLCJ°.,iON NEMM PRM6 14M NOTES: I. RfMK!N E p wlhl S U I a U -2 FOR WATER DETARS AND MRU5T L50CNNG REOUIMMI 2. MNMAIN IO MORIZONT& SPACING BEPMEN WATER ANp S.T.C.F. MAINS MN'FVM. 3. PROVIDE AND 11457ALL vMW NMRFER POSTS WTIENEVER VALWS OR BLOW #FS IRE LOCH= N UNPAVED AREAS. 4, 1111,1TIRAM PACE TO G 2.5' MIN, OFF PACE OF CURB Li MMIN ME PWlIER 5TRF. S. MNNTNN 6' MIN. QGRAIICE AT WARR AND STORM PIPC CRDSSINGS. IV MIN. CLEARANCE AT" MR AND 5.T.E.P. PIPE CRp551145. IF SEP 11IN R[OJISNIENM ARE NOT AIJIIEWD. CONTRACTOR SMALL PROVIDE ENCASEMENT RR 5E M C I -9.1 a TK WA IIN ON LVARDKNT R ECOWGV CRRERIA FOR SEWAGE A9RR5 OESIGN III G. WATERMNN55 LMAW 4r MIN. COVER IN IMPROVED R-OW. AND 4Q MN. I IN UN'MPROWD fA5EMOR5. 7. NR RNEASE ASSEMBLIES TO BE INSTALLED WITHIN ME ROEITER STRIP MAI OM[RWE3f NOTED. MONZONTALCOMROL: III 5TATE NNE, VERTCK OpT,pD SWM 2ONE MR TCNPN Ni 4 MR MURSTON TMURSTON COUNTII III C m 111 M PRLCJ°.,iON NEMM PRM6 14M u� n i. 395 390---- 565 � 1360 L ]75 370' 365 acn I I I II -56' RAV ROAD E 5= DWG W -7 ROAD H s7� _ TIM 1 ET 1410.35 W ITEPA r 5'4290 9301 M ELV' 37 39 OFF5ET 390 16 rvONl STb rsae aT m TnRtWIEIOOFm z - a• GATE vALV61PL x w> pB s SwD o. . RVNYC 12150 I 3 + 3wM Tar�i 9r soap bwN 9]5. 385 JFIpO4D41NUHD (qq I ' �rTbTING WbUW DM 1 - - - TMRIAT MOCMNG z - H GATE VALVES (ft x I.W 26 Se n 3 e 5.0(7 IT THRUST &DCMNG 2- Tt VALVE3 AL %MY, 2] A,1C` aM. 111 142+69.[0 25.]5' LT PUNGC ELV. � 383.70' FNi91N 6R.ae' z3o +aom s.aaW D Twc I 9•wTt verve LTV WATER METER SCHEDULE ." -) le : 122.20' C Cfin(A I .nu 10' 37, lb "le � 181,+00 181 lnF. SEC.23, T1 7N, R1 E, W.M. ROAD 0 9ft aWG W5 QF D mtocN,31.17 q cM D L :5Th 2 j I vP.9j I I I I II 1 EP�Rd ➢M. SAIb�T0.51 L_ I I f�PQApf.5TA 142a %.D3 rL h 330+ _ 11w1 �M L- SEA 23Dfww F WATER METERS FOR LOTS 241 THROUGH 250 DO NOT APPEAR TO BE SHOWN ON PLAN SHEETS OR INCLUDED IN A WATER METER SCHEDULE LS.S% ROAD H HOR2.- 1- =50' VERT. -1- =5• a' e i SI II 337 -a£ ITEPA r 5'4290 9301 5TATION OFF5ET 390 16 vn ew S" .x V50 rsae aT m TnRtWIEIOOFm z - a• GATE vALV61PL x w> pB s SwD o. eNlI N, 9n. 3 + 3wM Tar�i 9r 1' Sl�PIpA bwN 9]5. 385 JFIpO4D41NUHD (qq I ' �rTbTING WbUW DM 1 - - - ROAD H HOR2.- 1- =50' VERT. -1- =5• a' e i SI II 337 -a£ ROAD L NORZ. -7' -W VEW. -T' -S asmc I �1e0 V RRv�Eyyy,n,,,v,•m WATER FnMNG TABLE ITEPA r 5'4290 9301 5TATION OFF5ET 390 16 vn ew S" .x V50 ^ 390 TnRtWIEIOOFm z - a• GATE vALV61PL x w> pB ETtt NDRAT A°SAI. A6 230 +91.40 15.75-0 MANGE ELV. - 379.67 3 + f t HrORANi AS°AN. r9 26.50 LT 385 T I 0•lg (El1 LsN`,tl 385 TMRIAT MOCMNG z - H GATE VALVES (ft x I.W 26 Se n 3 e 5.0(7 IT THRUST &DCMNG 2- Tt VALVE3 AL %MY, 2] A,1C` aM. 111 142+69.[0 25.]5' LT PUNGC ELV. � 383.70' FNi91N 6R.ae' z3o +aom s.aaW 380 I 9•wTt verve LTV WATER METER SCHEDULE 380 Corr sranoN `P3NNG TYPE -i^ �- . cRWND 375 - 180 +6660 375 SNGt $g _ 16, +15.69 25.75'RT DDK/L IY501 :9T59� 254 -255 102+0570 370 DOLEIE rrW.I ,m!3 R: 373 2 _- 370 25.75'RT b c„« 18 MNYILMC 25.75' RT pOl Elt T 3119A' 100 +76A5 25.50 LT 365 Ly o p ITm 365 3 G5 25.50 LT - - -- - - - -I rd5'bIC ND IGPI 263-264 15240907 25.50 LT w1 5¢, b 265 -266 102 +9900 25.50 LT OWURC i �Ig 360 230 +00230 +50231 +00 231 +50 ROAD L NORZ. -7' -W VEW. -T' -S asmc I �1e0 V RRv�Eyyy,n,,,v,•m WATER FnMNG TABLE ITEPA r TYPE 5TATION OFF5ET Ni5C. 16 1 90 +36.22 SAW RT TnRtWIEIOOFm z - a• GATE vALV61PL x w> 17 ETtt NDRAT A°SAI. A6 230 +91.40 15.75-0 MANGE ELV. - 379.67 22 f t HrORANi AS°AN. r9 122 +25.00 26.50 LT M GC 1XV.. 370.30 23 I 0•lg (El1 122 +61.10 5AW IT TMRIAT MOCMNG z - H GATE VALVES (ft x I.W 26 0 RC 6U 142+61.10 5.0(7 IT THRUST &DCMNG 2- Tt VALVE3 AL %MY, 2] A,1C` aM. 111 142+69.[0 25.]5' LT PUNGC ELV. � 383.70' 31 I 5• cAr aD z3o +aom s.aaW Tnwsr aLOCx1Nc I 9•wTt verve LTV C n s WATER METER SCHEDULE Corr sranoN OFF5Er TYPE CIFY SIZE OF GATE 25, 180 +6660 25.75'RT SNGt $g VES 252-253 16, +15.69 25.75'RT DDK/L : e` 254 -255 102+0570 25.75 -RT DOLEIE 25Z-2-5-7 109 +0.71 25.75'RT OOU01t c„« 250259 103 +90.72 25.75' RT pOl Elt Q 9 ,a 260 100 +76A5 25.50 LT SINGIE Ly o p 261-262 101 +29-06 25.50 LT 0011[11[ ii% Y S C{ 263-264 15240907 25.50 LT DDUOE 5¢, b 265 -266 102 +9900 25.50 LT OWURC i 6 267360 103+09-00 25.50 IT OpU01C ]yq NOTES: P Q i d N n p I. REFERENCE DRAMT U -I P LL2 FOR WATER DETMI.S AND THRUST BLOCMNG i 9 RCpIIREM[NTS. = sc 2. "WAN IO IIOIEI N - SPAOIC 5fTW®1 WATER AND S.T.E.P. MANS MINIMUM. 3. PRO VIDE AND VALW M0.1etR POSTS WMCKVGR VPLV[5 OR DLOW4PP5 IN UNPAVED ARE LOCATED IN UNPAVED ARtlS. ,O W 4. P HYDRANT FAR TO W 2.5' MIN. Off PACE OF CURB LOCATED 1WTMIN DIE Z f MNTER STRIP. W O > S. MAINTAIN 6• MIN , GlARA X AT WAVER AND 5TDRM FIPf C"tIINGS, I V VIN . N CLEARAl1R AT "MR AND S.T.E P. MN! QTOS5 5, IF SEPARATION > Q. RCpAR5MEM5 ARE NOT AOMIEIEO, CONTRACTOR 5MML F OC WNCAS•TAfNT d PEI( SECTION C I -9.1 Or lnC WASFUNGTON OCPARTM[M Q CCOIWY CR1 fRIA 0 3 NOR SENAOC VNPJ15 DC:AGx MANJAL. 1x1 6, WATERMANS SHALL EVWE 42' MIN. COVER IN IMPROVED RO.W. AND 40' MIN . -P Y COVER IN UNNVRWW CA9CMCN15. a W F 7, MR1t1E10E A5EDA91E5 TO 9f INSi411 ®WRIIN TMf RANTER STRIP U>ii55 Lu y ORIERWISC NOTED. F W � 0 O Q W r Q nORli(HTAL CONTROL: WA5MN61ON STATE PV.NE. E- vtRTIGAt ` 1IM 20N4 PER TOIPN 29 DVR5TONOWJNIY nIGM PER TM1RSTpN COIINIY M16n Pkrmi Nmi;; 1C W -1G PREC610N NCNAR[ - ___ -- -- _- SEC.23, T17N, ME, W.M. $ , I m • y \ \ PARK °02h \ \� l y__ — E I�iT o 20 4 M y- u PARK WALKWAY LABEL ROAD MISSING MATCH LINE PARK WALKWAY HORI VEgr. -1 " -5• WATER FITTING TABLE 8 i 5TATION I OFFSET M15C. 32 385 � 8"-. __ __.- _- •____ MRUST BLOCWNG I - 9• az.SO EOD 0T. N M.O 33 385 242 +59.1a 3.9WLr TNRUST& LONG I 22.E'EENO I 95' END ¢ 001 B 29}299 241 +24.66 GOO LT ��. 300 -301 240+51.66 COO LT ODUBLE `" tl 3 380 eFmKSSa 380 IVA 375 375 370 z v. 4' :., 370 _ _ o 0 43 V.4' AM 365 nlDrvse: ;.ra xofl+ry reRrTPlsc�7uwD 2!FI _ 365 jj 360 8 ^ $ a m'h �, 2j A 3 360 240 +00 240 +50241 +00241 +50242 +00242 +50 PARK WALKWAY HORI VEgr. -1 " -5• WATER FITTING TABLE ITEM III TYPO 5TATION I OFFSET M15C. 32 I ' I. 1 1.29• Be1D W zoo +3GA0 2 W LT MRUST BLOCWNG I - 9• az.SO EOD 0T. N M.O 33 I - 11.29• EEPD 242 +59.1a 3.9WLr TNRUST& LONG I 22.E'EENO I 95' END WATER METER SCHEDULE LOT 4 5TAnON 01 TYPE 290391 5A 12.24 2D.30 LT OOIIEIL 292 -293 56 +46.72 25.50 Lt ooU 29a29S 242 +5x00 7.60LT DOW 296297 241+92.67 9,001 LT 001 B 29}299 241 +24.66 GOO LT OOUBIE 300 -301 240+51.66 COO LT ODUBLE NOTE5+ I . REFPRNCE DRAWNJGS W I E U-2 P WATER C2TAR5 AND THRUST BLOCKING RKMJIREMENTS. 2. MAINTAIN 17 HM=HITAL 9PAONG BET EN WATER AND S.T.E.P. MAINS MINIMUM, 3. PROVIDE AND IN5TAU VALVE MARAER HOOTS WHOIER VAI. C DR BLOW4JFI.9 ARE LOCATED IN UNPAVED AREA5. 4. FIRE HHIRANT FACE TO K 25' MM, OFF FAGS Or CI.Ra L TCO MTHIN M PVJAER 5TWP. 5. MAINTAIN 6' MIN. CIlARM'LE At WATER AND 5TORM PIPE CROSSING5. 18• MIN. OJ.'A➢JWCE AT WMTERAND 5.T.[ P. FIFE CRO551N66. IF SEPARATION REQUIREMENTS ARE NOT ACHICV[O. CONTRACTOR S PROVIDE ENCA5D4'NT PCK5ECTIONCI -3. 1 OF THE WA5HI14TOII DEPARTMENT OF CC Yd41EWA FOR 51WAGE WORD DESIGN MANIAC. 6. WAIERLW N5 S 41- HAVE 4T MIN. LOVER IN IMPROlm k W. AND 45• MIN. OJVpC IN mMFROVm EA5EME , 7. AIR REIIA:E A95CMBL6 TO BE INSTA WITHIN THE PUNTER STWP UNIE55 OTH®LMTSE NOTm. HORIZOITIALCOMROU WASnINCTON STATE PLANE. V[RTCAL 50UH+2P {TR TQtN NGV0 29 A PERM Him THURSTONOOUNT'NIGH PRECbON NEINtJRI. 500NNEIGH PREO9DN NETWORK CITY OF YELM REQUIRES THE FOLLOWING DETAILS FOR SEPTIC (STEP) TANKS THAT ARE NOT OBSERVED ON DWG. S -1 THROUGH S -11 OR COVERED ON DWG. U -1 OR U -2: - INVERTS ELEVATION - SIZE, TYPE, LOCATION - ELECTRICAL HOOKUPS - ALARM AND CONTROLS - PUMP OPERATIONAL CHARACTERISTICS - PUMP TYPE OAD C A ROM A- 51n 11 -D9.N 5 3CIMV� 6 ROM0�9TA I I -.. i ' -_ 1 L �00 I T x <C ITY O F Y EEL \ \\ - St -rVEl_ AREA 'LO 8 ITEM e .2 WADE 51A W,0000 OPP5ET M15C. I CONNECT TO Ex[SnNG 6' 5TEP 10773.00 5.00 LT I bD��41 z 0.I O 2 I.6'x3'TEE II +88.00 5.WLT Z ul 1 -COTE VALVE 1 - 3- G n VALVE lig I- 6-x2'1[[ E 5.00 LT 13551 1 - 6' GATE VALVE 1 300 x2'j 15 +80.05 5.00 LT TNRU5T DLOCNING GAR VALVE 1 - 2' GAR VALVE 19 1 - 2. 11,25 -MIND 4V: 3]03 ow TMDAT IXOLTING A 5 39.74 17.W LT i1 VP.51A:1' 'w 39,75 N 17.07 LT T%i VT 0.v: 369.03 11+50 )2+00 - �C 10 -5:52 14 +00 14 +50 5 +00 � G +00 _IOVfMlSi 51NGIE O m 10P120NIAL CONIROU ROAD A WAW3NGTON STATE PIANO VERRCAL OATUM 5a3rn IDNf PER TLNPN HORZ,-T'=50' VERT. -1' =5' UnA,4�(: NWINION ILiI PRECg10N N[iWORR C 1 151 lv PRECISION NEIWDRK J v 1 n 1rn 5DT 9]p, F- 6'i9Rf Tp -3] 4 3 ow P3GGL1 1Y YI IE:3 ].M oop tswroxs cs T 19 .6.9RY / - I SEC.23, T17N, R1E, W.M. 5TA 1 ITEM e .2 WADE 51A W,0000 OPP5ET M15C. I 9¢TW.G 9.�1 ROAD A �Z 0 U t00 I� - 28�24 � -56 N RDAD E 5[Eb 5] I 8 g 41 _= 7x-- -xr - -- Z � H�a 5 N CLARIFY WHAT IS INCLUDED IN SERVICE BOX. DOES IT INCLUDE THE ELECTRICAL HOOKUPS AND ALARM AND CONTROLS? f N -- - - - - - - - 1{_111111__ _.� IV,6'9RP 6.9Rf TCf: ]SR I G�SRP TOP. 3]2.4T p J-s"- .�J / KCYC N,•iJN. Ri [.074. STEP SEWER FITTING TABLE ITEM e TYPE STATION OPP5ET M15C. I CONNECT TO Ex[SnNG 6' 5TEP 10773.00 5.00 LT CONTRACTOR TO vml �' Na D . OP EA5TIN6 STEP MNN 2 I.6'x3'TEE II +88.00 5.WLT T}1RUST BLOC[JNG 1 -COTE VALVE 1 - 3- G n VALVE lig I- 6-x2'1[[ Cx 5.00 LT 13551 1 - 6' GATE VALVE 1 300 x2'j 15 +80.05 5.00 LT TNRU5T DLOCNING GAR VALVE 1 - 2' GAR VALVE 19 1 - 2. 11,25 -MIND 220438.60 ow TMDAT IXOLTING A 5 39.74 17.W LT DOUBIL W Q 39,75 N 17.07 LT 10 +00 10 +50 1 1 +00 11+50 )2+00 12 +50 13 +00 13 +50 14 +00 14 +50 5 +00 15 +50 G +00 17.W LT 51NGIE O m 10P120NIAL CONIROU ROAD A WAW3NGTON STATE PIANO VERRCAL OATUM 5a3rn IDNf PER TLNPN HORZ,-T'=50' VERT. -1' =5' UnA,4�(: J-s"- .�J / KCYC N,•iJN. Ri [.074. STEP SEWER FITTING TABLE ITEM e TYPE STATION OPP5ET M15C. I CONNECT TO Ex[SnNG 6' 5TEP 10773.00 5.00 LT CONTRACTOR TO vml �' Na D . OP EA5TIN6 STEP MNN 2 I.6'x3'TEE II +88.00 5.WLT T}1RUST BLOC[JNG 1 -COTE VALVE 1 - 3- G n VALVE 3 I- 6-x2'1[[ 14 +45.21 5.00 LT TnW1ST BLOCTJNG 1 - 6' GATE VALVE I - r GATE vALVc 300 x2'j 15 +80.05 5.00 LT TNRU5T DLOCNING GAR VALVE 1 - 2' GAR VALVE 19 1 - 2. 11,25 -MIND 220438.60 ow TMDAT IXOLTING STEP GENERAL NOTES AND DETAILS SHOWN ON DWG. U -2 DO NOT APPEAR TO SPECIFY TRENCH AND RESTORATION DETAILS, INCLUDING BEDDING COMPACTION REQUIREMENTS. IF TYPICAL PIPE TRENCH DETAIL (CITY OF YELM DWG. 7 -3) INTENDED TO APPLY TO STEP SYSTEM, SHOULD BE STATED EXPLICITLY. STEP SEWER SERVICE SOX SCHEDULE LDT! STATION OFFSET TYPE 270 -271 1 19 +2597 21.W RT mum 272 18+32,87 21.W RT SMGIL 273 -274 17+55,05 21.00 RT DWSLE 275 16 +7296 21.00 RT SINGIL 276 16 +2500 29.07 RT 51 300 13 +]0.05 24.50 LT 511 U) W 45.81 18.W LT 2 UN ^AVw AREaS. 39.73 15.WLT OWII A 5 39.74 17.W LT DOUBIL W Q 39,75 N 17.07 LT mum 32.03 17.W LT SING¢ N- 4803 17.00 LT 51x013 42.04 17.W LT 51NGIE yyo�go t3��00 s�$9 f � NOBS= 4S 1. REPERENOE DRAVANWII FOR S.TE.P. DETNLS AND mRUSi SLOCTJNG REOIx REM!NTS. Z 0 LLI 2. MAINTAIN 10 nOR20NTA15PACING IJI WATER 1.- (A AND 5.T.E.P. WINS MININRIM. 0% U) Z 3- PRONDE AND INSTALL VALVE MARAER P05TS Q U) W WnENEVERVALVE51XDLCWOm9 ARL LO:AT 114 G ? 2 UN ^AVw AREaS. m IZ W W 4. ALL b1NT5 ARE 10 BE IEO. A 5 y GASKE W Q 5. ALL 3OINT5 ARE TO DE PVC OR EP COATED. a' to a w CL G.5.T.E.P. MN5511ALL HAVE 68' MIN. COVER IN N- W- 4RRDVED RO.W. ANO 72- MN. COVER IN UNIN4•ROVEDG NTS. 2 U) O m 10P120NIAL CONIROU H WAW3NGTON STATE PIANO VERRCAL OATUM 5a3rn IDNf PER TLNPN NGVO 29 • mLx6TDH COUN15'n1C4f PER UnA,4�(: NWINION ILiI PRECg10N N[iWORR C 1 151 lv PRECISION NEIWDRK J a ITEM M Sin 19+aSws 8 OfP5ET I" MAP M s 19 +4500 5.00 IT 19 +42.04 5 - 6'xrTEE 20 +50.65 5.00 LT Y - - I - r we VALVE 6 I- 6•x2 -WE ve OV:3es.m 5.00 IT TIW151 eLOONNG I - V GATE VKVE I - r GAR VKve 7 I1 I I IY I i 1 - V WTC VKvE 2 - 31 GATE VALVE5 8 i 24 +45.10 21.00 LT r � Gn MAM 9is. 93a3Y ROAD a sec vxese �w A SEC.23, T17N, R1 E, W.M. ROAD D { x[om6ss Q lbbE -3STA DOD.m �'epAp G- RAx > +60e0DOD �B'-t-2B'�- RD'`DD -STA %i29A6 it II ; 4' _lll/ 6II ul'� -2 II 1 IW/J L56'WNBJ ROAD G ROAD D YleG s WD s.L ROAD A -Z D w Im QM S E IMMIA- 9TA27M1.59 ROAD A HORZ- 1' -90' VERT. -T' -S SEE COMMENTS ON DWG. S -1. $ET i x __ �'e ITEM M Sin 19+aSws W4Ia Rwee crvn OfP5ET I" MAP M s 19 +4500 5.00 IT 19 +42.04 5 - 6'xrTEE 20 +50.65 5.00 LT TfM57 CIOCNNG 1 - G. GATE VALVe I - r we VALVE 6 I- 6•x2 -WE ve OV:3es.m 5.00 IT TIW151 eLOONNG I - V GATE VKVE I - r GAR VKve 7 WE 25+68.48 5.00 U TNURST El=WNG 1 - V WTC VKvE 2 - 31 GATE VALVE5 8 MDT U 24 +45.10 21.00 LT pOUdL 929 Gn MAM 9is. 93a3Y 2B.W LT SINGIE I 395 DGn 2 V Y av4uc: s.01 o1 MI''SiA 25+73. - 395 a MM µ;T25 E jc 390 m 4vP 23 390 _ 2 a _ _. 4 385 ,. �"' ury ril-� amrG -n - 'i0 s 2'd 3B5 380 _ .. 380 lit •,� v - ' J - I - _ 375 `f e 375 25w sio ' T 0, : _ I _ Irlp +AO. L'9 Tp:3N. %' S L_'_3RP M'3T532_ / i _ ._ 370 _ C9T�`T it r5o rc: )1 94 rw .» ❑T '. 365 rooroxo r _ 365 360 19 +00 i9 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 ROAD A HORZ- 1' -90' VERT. -T' -S SEE COMMENTS ON DWG. S -1. $ET i x __ �'e ITEM Ty" W4Ia Rwee crvn OfP5ET I" MAP M s 19 +4500 5.00 IT STEP SEWER FITTING TABLE ITEM Ty" 5TATION OfP5ET M15C. M I .GI -w 19 +4500 5.00 IT 19 +42.04 5 - 6'xrTEE 20 +50.65 5.00 LT TfM57 CIOCNNG 1 - G. GATE VALVe I - r we VALVE 6 I- 6•x2 -WE 23+06.68 5.00 IT TIW151 eLOONNG I - V GATE VKVE I - r GAR VKve 7 WE 25+68.48 5.00 U TNURST El=WNG 1 - V WTC VKvE 2 - 31 GATE VALVE5 8 MDT U 24 +45.10 21.00 LT pOUdL STEP SEWER SERVICE BOX SCHEDULE Lw o STATION Off5ET TYPE 270-271 19 +2547 21.00RT DOL9I 317 19 +42.04 17.00 LT VNGII 310 19+8000 17.0 IT 51NGII 319- 320 20+45.05 21 AD LT DOLQL 321 -322 21 +45.06 21.00 LT DOLEII 323 -324 22+45.07 21.000 LT DOI1e12 325-326 23 +45.09 21.00'LT DOLCLC 327 -328 24 +45.10 21.00 LT pOUdL 929 25 +35.00 2B.W LT SINGIE I. REFERENCE ORPKYlG D2 TOR 5.T.E.P. MA LS AM) TI T [RDLNNG R[OJIREAEM9. 2. MAINTAIN 10 NORZONTAI SPAONG EEIWEEN WATER AND 5.LE P. MAIN5 MINIMUM. 3. PROVIDE AND k5TA VALVE MARN2R POSTS WHENEVER VALVE5 OR BLDAOPPS ARE LOCATED IN UNPAVED ARIAS. 4. A 3OINM A TO B-' CJSLFCD. 5. ALL JOINTS ARE TO BC PVC OR cl O CMTCD G. 5.T.0 P. MANS SNAM NAVE 6B' MIN, COVER IN INPROVED R.O.W. AND 72• MIN. COVER IN UNIMPROVCD EASEMENTS. I: _ WASH NGT(TALTATE STATCCHM ❑/ VERTGLL MG °AJfn SONG MR TCHPN NGVD 29 29 4 PERTim"5 1 TNURS15 COUNTYN1611 FRCCI910N NCTWORIC )lmml PREGexR2 NEIVARR SEE COMMENTS ON DWG. S -1. SEC.231 T17N, R1E, W.M. f[ROIAC - TTA WI-OI W I I � P 1 n.9rn W.mm 00 O Fb'MDC -5iw 50.m.m 1 I 0 `agog g APO ; ..�..a -- J__ o m + + Rd:o.. 5TA I i -a W afc°"6eN' _ _ . _ _ `' f T+ In ,.. > AFh 5C 3:i5 SOo 3,4 303 3L'Z 1 I / i ___ N • — - - -- -- -- 1 -- Yea - -- : ,SD —:%� / /�, //' goo veLt mws %" ' I WELL AREA 1 I ' 3 I 59 356 35; J56 I ; 1 I w v 3a' 39' j 145 KW U ROAD A o w IN � u SCNE ROAD C ROAD C NOR2.- 1' =99' VERT. -1'�S PJ t�A,L. :Y.R. I ; v1YR xiuo:ds. w un�...eo KEY MAP 56.19.:'�M RIL WY. STEP SEWER FITTING TABLE ITEM N TYPt 5TATION OPPSff M15C. 2 I - 6• %3' TEE I 1 +88.00 5.00' LT : THRUST ROCNNG 1 - 6• GATE VAEVE I - 3• GATE VALVE 8 1 - 95. XW 80 +31.19 9,68' Li TNRII9T ROCNNG 10 1 - W 95• B 2� 12.W LT 1 T11RU5T ROCKING 511401[ + + + 51NGLE 359359 51 +28.39 1 000EkE 366361 W 26.39 OOIALf 395 H 1600 PNIi 1v. 373.3 � ��< N. 11 Kvul,e 3a9 M 3[A 91 +SOAD W VC '. NIa +. 1- J M NN 335.02 STN 52 .93 n - w.Nn "Sa +5G5 1I ICI... 390 qNr 9iNg .89.91'^ �' M4V- 3]5.25 1 8 - 8 r I 8 `pl ITM'1 NV KVNIK ]45] 9. 1 Wn PpM9A: 51.5x. CM 8 8a .n6 Wm nRY TAM�V: K VAI..0 3]x.91 YO.W IE1 O oRo.: . T9m vc i zi. _ 385 I 385 mI+`nC 1146 COQPR �+ 375 -1 -_.. i ____, ._„ -�_r` .. ;.T�- ,_ - _- ____ ___ __- _____ _ - R 375 _ __- _ El 370 TWIT a•sTena.3T +m s � _" - _ 370 __ -- a— 359v T5ry _ - _� _ 1 _ TI'' -II t_ -_ - _ lI z 77:7 365 g m ra 3c 17-1 : I' - 365 w j I 1. r9ortrzo nD r1m 360 i 360 ^ X ^ K 1 355 A'� 355 80 +50 50 +00 50 +50 511 +C0 511 +50 52 +00 52 +50 53 +00 53 +50 54 +00 54 +50 55 +00 55 +50 56 +00 56 +50 57 +OD 57 +50 ROAD C NOR2.- 1' =99' VERT. -1'�S PJ t�A,L. :Y.R. I ; v1YR xiuo:ds. w un�...eo KEY MAP 56.19.:'�M RIL WY. STEP SEWER FITTING TABLE ITEM N TYPt 5TATION OPPSff M15C. 2 I - 6• %3' TEE I 1 +88.00 5.00' LT : THRUST ROCNNG 1 - 6• GATE VAEVE I - 3• GATE VALVE 9 1 - 95. XW 80 +31.19 9,68' Li TNRII9T ROCNNG 10 1 - W 95• B 60.50,11 12.W LT 1 T11RU5T ROCKING STEP SEWER SERVICE BOX SCHEDULE LOT N STATION VERTICAL OATUM TYPE 302 52 +55 W PER TNUR5TW OOUNTYHR 51NGI-E 303309 51 +63,75 DW&E 305395 50+83.71 COM5U1 OW&L 356 52 +69.00 511401[ 357 52 +21.� 51NGLE 359359 51 +28.39 000EkE 366361 W 26.39 OOIALf NOTES I. REERB9LE DRAW NG U-2 POR 5T -E.P. OETNL5 AND TNRU5T BLOCIJNG KEOIIIMEMENTS. 2. MINNINN 10 HOR120NTAL5PACING SETLSHN WATER ANC) 5 LC P. MNN5 MINIMUM. 3, PROVIDE AND INSTALL VAL.VE MARKER POSTS WHENEVER VAI.VE5 OR ftod ARE LOCATED IN UNPAVED AREAS. 1. ALL JOINTS ARE r0 M GA5KRED- 5- AU. JOINTS ARE TO M PVC OR EPD1N COATED. 6. 5.T.O, P. MNNS 5H NAVE 6W MIN, COVER IN IMPROVED ROW AND 72- MIN. COVER IN UNIMPROVED EASEMENT5. 1111"1 HORIZONTAL CCNTR , WA5NINGTCN STATE PIANE. VERTICAL OATUM SOUTH 2209E PER TCNPN NGVD 29 PER TNUR5TW OOUNTYHR THUR5TON COUNtt H1 H P 151GJ NRWDRR PREcam NEIWOPJ. SEE COMMENTS ON DWG. S -1. SEC.23, T17N, R1E, W.M. - -Z M 10 50ALr A .i_ 5TATION ORSEf MISG. .:eJ4�0 -SU BpaO3.Op ' 80+34 "I 9.66' LT 10 voo C -Sia SD +00.03 80+5011 JFTt pv V 1- AIR RELEASE ASSEMBLY C3 +37.89 25.75'LT 5@O Ml. 7-12 Wida 64 +21-00 161 51NG1E O 400 25.50 RT M Q ± 351- 352 _ 25.500 -+w oa.w 353 01 +65.00 25.50U SINGIE 354 400 14.57 R[ 51NGIE V 5TAT10N EaUAnON_ , L i - -_ -_ --- - - - -- - -- -- -- - -r - -- -- -- - -- -- - - -- - -- -- - -- -- - -- - -- - - -- NI ATLEtUNE 366- 367 :G 25.50 LT OOLBLf 366 sm owG 5-3 lu 51NGI_ 369 FpM TS:3u UGn iA 89a33. 25.57 LT SING. 1 E4 +57.90 Nj 0013k.[- 55+77.90 17.07 LT OOL6L[ 86 +97.91 ,Ifn rpM QV. 9 OOLB12 I- 281I 26 z tl1 395 INROAD ROAD D N CDO°`K8 G 395 ser ow s.3 � n - -Z M 10 50ALr ROAD D HORL- 1' -66' VERT. -1' -B i 4+ TYPE 5TATION ORSEf MISG. 9 1 - 3.45. BEIlD 80+34 "I 9.66' LT TNUR5T ELOCMNG 10 I- 3.45'807 80+5011 JFTt pv V 1- AIR RELEASE ASSEMBLY C3 +37.89 25.75'LT 5@O Ml. 7-12 Wida 64 +21-00 161 51NG1E 349-350 400 25.50 RT M Q ± 351- 352 _ 25.500 -+w oa.w 353 01 +65.00 25.50U SINGIE 354 400 14.57 R[ 51NGIE V W +35.59 43.73' LT DOLOIL J -]2 W +97.80 15.0 LT 0011&£ 366- 367 :G 25.50 LT OOLBLf 366 Q w L B 51NGI_ 369 FpM TS:3u UGn iA 89a33. 25.57 LT SING. 370.371 E4 +57.90 Nj 0013k.[- 372 -373 55+77.90 17.07 LT OOL6L[ 86 +97.91 ,Ifn rpM QV. 9 OOLB12 395 N N CDO°`K8 395 390 ° z <E 'a i E 390 365 i 385 380 -'''r __ -..__ . �. 380 _- _- _ _ _- _ ___ _ __ _._ � r^ 375 - .r a -3]ba9 Ir=C 3� ie +_s 375 _ _ __ IrWIE 734 IR 6'YMM C:3TLA 60V,8 i1` 3 1TPTM: 315 M O 3' SIT' 1M 37l 370 [43.91[ 11 bNM MIN Ib Ni 47,081• 3raltl Np1D9mG.. wmc 1IYD ounum 370 -_ y50 [. Gj I - ___. . y8]6.60 3 R UI�3 ?403 I IZ A_ Ne ?S %� A 365 Ae X365 50 +50 80 +00 80 +50 81 +00 81 +50 82 +00 82 +50 83 +00 83 +50 84 +00 84 +50 85 +00 85 +50 86 +00 86 +50 87 +00 ROAD D HORL- 1' -66' VERT. -1' -B i 4+ TYPE 5TATION ORSEf MISG. 9 1 - 3.45. BEIlD 80+34 "I 9.66' LT TNUR5T ELOCMNG 10 I- 3.45'807 80+5011 JFTt TNRUST BLOCMNG IOA 1- AIR RELEASE ASSEMBLY C3 +37.89 25.75'LT 5@O Ml. 7-12 Wida 64 +21-00 161 51NG1E 349-350 STEP SEWER FITTWO TABLE ITEM x TYPE 5TATION ORSEf MISG. 9 1 - 3.45. BEIlD 80+34 "I 9.66' LT TNUR5T ELOCMNG 10 I- 3.45'807 80+5011 1200 LT TNRUST BLOCMNG IOA 1- AIR RELEASE ASSEMBLY C3 +37.89 25.75'LT 5@O Ml. 7-12 STEP SEWER SERVICE BOX SCHEDULE LOT X 5TA71ON OFFSET TYPE 343 E6 +63.00 17.0 RT SINGIE 344 06+47,01 17 ,07 RT 51NGIE 345.3" 05 +54.72 21.0 RT ODL9Lf 347 84 +65.00 21.0 RT NNGIP 348 64 +21-00 161 51NG1E 349-350 03+54.70 25.50 RT OOLfkf 351- 352 02+54.69 25.500 DOU&L 353 01 +65.00 25.50U SINGIE 354 W +36.47 14.57 R[ 51NGIE 362563 W +35.59 43.73' LT DOLOIL 3"-36 W +97.80 15.0 LT 0011&£ 366- 367 62 +17,09 25.50 LT OOLBLf 366 63 +25.00 25.50 LT 51NGI_ 369 45 +6042 25.57 LT SING. 370.371 E4 +57.90 17.00 LT 0013k.[- 372 -373 55+77.90 17.07 LT OOL6L[ 374375 86 +97.91 21.00 LT OOLB12 1, ROERENCC DRAWING U -2 MR 5.T.E.P. DETAIIS AND TNRV9T DL M,G REWIRE NTS. 2, MM4TM4 17 nGR20N 51`,0046 pEN.BN WA1ER M09T.E.P. MVN5 MINIMUM. 3. PROVIDE AND INSTALL VALVE Mf:D.FER M6T5 WHENEVERVALVG50RBLOM'JRSAREL TWIN UNPAVED AREA5. 4, All 3[NN15 ARE To 5E GA9 ' 5.ALLJOINSARCTOBEPVCOREPo WATED 6, 5.T.E.P, INI SN41 NAK 60 MIN, COVER IN lkl, ED R.O.W. MD 72' MIN. COVSR IN UMMPR DEASEMEN[9. (f7 NOM20NTAL OJN1RpL: WI 5TA7 P E. vERPCAI ww 5DUI WINE MR TCNPN NGYT129 4 PERTNUR5Tp TNUR5TON CWNIY HI C NW rvGN PRKA'..IW NEfWORI PREEEi10N NETY.OWL wQ z� u� W Z.D- 51.W.31 - @I L- 9TA231 127 ft -Z D b a StxlE SEC.23, T17N, R1E, W.M. ROAD D 5M D,W 54 EE COMMENTS ON DWG. S -1. ROAD D HOR2.- 1' =50' VERT. -1' -W 4IDD I II 1� Lp41 VD° MRtpp,��gy 91 STEP SEWER FITTING TABLE OBA I STATION OFFS[T , , ICD I.3'X 2'RCOUCER 67425.00 ' Q I I - 2• q5° 6[ND 93 +65.56 HAT IT M", 071W= VR V.3M9) STA [dq5 CLV:991.5 1 - 2.45° OEND , &00 LT I TNRUW 61.00MNG I I'1r 15.00 RT OOLALC 339940 06+L2).03 1700 RT 0011&2 341 -362 67 +60.02 1700 RT 06101E 343 66+63.00 17.00 RT + + 374-379 66 +97.91 395 001,21E Laura nv: 3e0 st n1Gn PolM nv: 361.33 21 AO LT 1 376 69 +23.02 21.00 LT i 379 69 +69.03 395 SINGLE -._ . 90 +70.00 vN1n_'a7so 51NGIL 361962 91 +65.93 14.50 LT 001 1'w 1 14.5011 001.81E SOS 93 +71.28 COK )SObK 30G I 55.41'LT � =F 390 - i i oSp ._ __® 33960 - Fplxau i l4 47 s 7 Y i�) o v 385 > i 385 +. xsno N: G 380 __ 1. . _ _- _ 380 _- .z- ... _ _-_ _ 375 _ -_. - _ \ >ePg�_ � STr Tro 37 sz 375 . . 1 370 i t�y F,y s p ✓_. r • 370 _ _ _ O 16 MIN N\ ♦ w STP97 T 2_ ._ 9R_ P r 9I : 0 lY :1Z } 374,11 '$IV 365 1� 1 . _: m E 2 I31 . 5 L H 'D I rpNE[D JIO I'WI'. \ 3• \\ ip:97 m 36D 360 ^o dR r',M `.Io n=' �jq ✓`i � �e no �R n"a, n�gNg �� F� R;�7' 355 86 +50 87 +00 87 +50 88 +00 88 +50 89 +00 89 +50 90 +00 90 +50 91 +00 91 +50 92 +00 92 +50 93 +00 93 +50 94 +00 94+50 ROAD D HOR2.- 1' =50' VERT. -1' -W 4IDD I II 1� Lp41 VD° MRtpp,��gy 91 STEP SEWER FITTING TABLE OBA TYPE STATION OFFS[T MISC. ICD I.3'X 2'RCOUCER 67425.00 5.00 LT 92 +60.07 I I - 2• q5° 6[ND 93 +65.56 HAT IT I ""T dDCMNG 12 1 - 2.45° OEND 193.62.091 &00 LT I TNRUW 61.00MNG STEP SEWER SERVICE BOX SCHEDULE LOT N STATION Off--CT TYPE 330 34 +26.90 25.7Y RT 91144= 331. 332 92 +60.07 25175 RT OOLdL 333994 91 +W.06 25.7 0 voL 335.336 90 +60.05 25.75' RT Ooum 397- 336 60 +60.04 15.00 RT OOLALC 339940 06+L2).03 1700 RT 0011&2 341 -362 67 +60.02 1700 RT 06101E 343 66+63.00 17.00 RT 51NGL4 374-379 66 +97.91 21 AO LT 001,21E 37637/ 66 +17.91 21 AO LT 001.6LE 376 69 +23.02 21.00 LT SINGLE 379 69 +69.03 25.50 LT SINGLE 360 90 +70.00 14.U' IT 51NGIL 361962 91 +65.93 14.50 LT 001 36396♦ 92 +63.93 14.5011 001.81E SOS 93 +71.28 41.99 LT 51Nax 30G 99 +9&61 55.41'LT N,46t xOlf_5: I. REFERENCE ORAWING LL2 FOR S.T.CP. MNM AW TNRI T BLOCMNG UWIREMEMS- 2. MMNTNN 10 NCR120ATAL SFAOING B eN WATER ANO 5.CE.F. MWNS MINIMUM. 3. P IX A IN5TP11 VALVE MAq(9f PO$T5 WNEIMR V&L CR 51OW9FF5N LOCATEDM UN VEO AREAS. :STT.•]C14Zti iLY•'ier_c. rul: 5. ALL JD1Ni5 ARC m m FL'C OR EFOMI' C IZD. 6. S.T.E.F. MNNS SNP11 FAVE 66' MIN, COVER Ni 1NPRpVm RO.W. ANp 72' MIN. COVER IN UNOVFROVE IE MENTS, I�I�I IgRUCNTAI COI9T WASMNGTON STATE "E. OV KRIICAL OIATIIM S m 2ONE FER TC NGV0 29 / PER TNIlRSTON TII A TON COUNII' ml1 COUNIY NIGN PREOSION NETW(MR PREC19Nk1 NEIV.9RN -------- ^_______ — 317 388 3U9 I I SEE COMMENTS ON DWG. S -1. SEC23, T1 7N, R1 E, W.M. I 1 R0.0 A.5rA 25x353 Clww D- sr, %.29.E6 MIME IV UNe(M.) I IW I J ROAD D NOR2. -l'.SW VERT. -T' -S' �—' KEY MAP �� 95.M. TIM RIL W.x. STEP SEWER FrMNG TABLE DE/A I i E STATION OFFSET M15C. 7 1 -6'KY CRL55 .nom 5.09 LT THUIIST BLOCKING 1- 6'GATB VALVE : 8 _ F fd 1 99+59.61 25.75' NY O0t)M I I - r 4Y IX D 93 +65.56 1 1.43 LT _ 12 M9IA 9 9N.0 M Y 37910 THRUST BLOCx'r.'. 13 I - V K r REDUCOK 100.93.98 - THRU9i BLOC'.:. 13A 390 100 +WWI Vn NA: S•+OD �, yY. Dp m+eLV Ve lz ev tDxr 0��± 390 .. ,. o_. IOW bIM S.M3IALS TES _ - s W*fDIHr iY 37t 653 C28'12g� F ID.D D.9r, IDI.a,: 1V :OJOD 56' RM i $ y ^ y nW ROAD A ROAD D - MID 0, 3TDxD52 VC ROAD D NOR2. -l'.SW VERT. -T' -S' �—' KEY MAP �� 95.M. TIM RIL W.x. STEP SEWER FrMNG TABLE DE/A I i E STATION OFFSET M15C. 7 1 -6'KY CRL55 .nom 5.09 LT THUIIST BLOCKING 1- 6'GATB VALVE 2 - Y GATE VNVES 8 NOT USED 205206 99+59.61 25.75' NY O0t)M n O I - r 4Y IX D 93 +65.56 1 1.43 LT THRUST BLOCKNG 12 M9IA 9 9N.0 M Y 37910 THRUST BLOCx'r.'. 13 I - V K r REDUCOK 100.93.98 - THRU9i BLOC'.:. 13A 390 100 +WWI Vn NA: S•+OD �, yY. Dp m+eLV Ve lz ev tDxr 0��± 390 .. ,. o_. IOW bIM S.M3IALS TES _ - W*fDIHr iY 37t 653 1V :OJOD 1757 i y ^ y nW - MID 0, VC n ^. qs0 R VM CV.33750 KvNU951 I+ _.. VAN- 385 365 $- ' aR n 1 i n 38 0 380 tOR 375 �_._ _ _ .... `` {. _..... _ I1. i� 15R ' 375 370 n R 12'30 R: 97 .]( ..:__ - -r - -- " -- —_ _- .._.__ —_' - -- -- 370 _ �_ � 1__ __ _ —_ _. _ _ __ _. —_ —_ _ Y 1L9 V. 97C �� ❑ — Y ED. —iI ` IT3D ..570.05' ` 365 D z' Temr: ♦r r3rz ,ra_3m39 365 P :PNM C3 ow ' 360 L r D 1 I � 3.5TVttY.34UI. I P201p9EDrA{w ND DM a5nrc ckaND mn I _ � 360 — (; of o Q SIR ^^: 355 T .v^:' �' m R m S $ 355 93 +50 94 +00 94 +50 95 +00 95 +50 96 +00 9G +50 97 +00 97 +50 98 +00 98 +50 99 +00 99 +50 100 +00100 +50 101 +00 ROAD D NOR2. -l'.SW VERT. -T' -S' �—' KEY MAP �� 95.M. TIM RIL W.x. STEP SEWER FrMNG TABLE DE/A I i E STATION OFFSET M15C. 7 1 -6'KY CRL55 25.6849 5.09 LT THUIIST BLOCKING 1- 6'GATB VALVE 2 - Y GATE VNVES 8 NOT USED 205206 99+59.61 25.75' NY O0t)M I I I - r 4Y IX D 93 +65.56 1 1.43 LT THRUST BLOCKNG 12 1 - r 45' 9AD 93+32.06 8.90 V THRUST BLOCx'r.'. 13 I - V K r REDUCOK 100.93.98 5.110 u THRU9i BLOC'.:. 13A I - r G4Te VAIM! 100 +WWI 5,00 RT T KU*T 9LOCK:.:_. LOT# 5TATION OFFSET TYPE 201202 100+59.62 19.OD D DOABLE 203201 99 +59.62 25.75'RT ODIUM 205206 99+59.61 25.75' NY O0t)M 207 -208 97+5961 125J3 KT DOUBLE 3B9 1 95+ 7—' I6.ODLT SINGLE 390 96.80.OI 19.00 LT 51xGLt 391392 1 Y1 +61 O] 1 14.0V IT I D NOr[S I. RCFef+ENCE DRAW NG U -2 FOR STEP. DETNLS nNp THRUST BLOCMNG REOUIR[MENfS. 2, MANTNN 10 HOR120NrAL SPACING efTWHN WATER AND 5.T.!?. MNN5 MINIMUM. 3, PROVIDE AND INSTAL VALVE MARKER P05T5 WHENEVER VALVE5 OR BWAOEFi A5C LOCATED IN UR AVTD AREAS. A. All NT5 ARE TO BE GASKVm. 5. ALL "NT5 ARE TOM WC OR O'OKY COARD. 6, 5 T.E.P. MAINS SrN11 HAW G9' MIN. COVER IN IMMM R.O W. AND 7Y MIN, CW K IN UNIMPROKD fAXMENf5. HOKZONTAL CONTROL: WA INGTON STAT! "RE. VE "OAI DATUM SOUM zONe P TCHM NGVD 29 PE2THUR9TDH i UR5TON(;XNTY HIGII COUNTY H16M PRECISION NEIV.ORR PRED.SION NeMOP.K ROAD H sewwslD uj',' --------- - - - - -- a ROAD A eee Y,, SEC.23, T1 7N, R1 E, W.M. { KMV a -CV• I PR+wm RBA A TYPE (pMpn. STA IWIMM 1 OTHSET M15C. 4 .4, II S.00 lT THRUST BLOCKING 1 - P GAR VALVP 1 � w 1 - r TEE 122 +50.96 s.00 R< TNROST CLOCKING i . . p END OP NNE CLEAN-OUT I24 +57.57 5.[Ib Ri THRUST CLOCKING r ' > 1 -••S ��1 jtln 395 L I qR OTA IY.m.sr I ROAD E ROAD E HORZ.- I " -00' VERT. -1' -S' SEE COMMENTS ON DWG. S -1. N l G Im uA[ —_ /11 °� +IllnnM.m� secs., n2x. aN.wu STEP SEWER FITTING TABLE RBA A TYPE 5TATION 1 OTHSET M15C. 4 1 - 6' %2'TCC I S +EO.pS S.00 lT THRUST BLOCKING 1 - P GAR VALVP I - r GATE VALVE 14 1 - r TEE 122 +50.96 s.00 R< TNROST CLOCKING z - r GATE vxN b 15 END OP NNE CLEAN-OUT I24 +57.57 5.[Ib Ri THRUST CLOCKING ��1 jtln 395 srA: Im lc.MIe^. 395 _' R 'ALUVMMTN PI�MAD ZIN MPL 3EG.11 C1I_ 8S Bg RV :asas I 390 390 ROSS n� � 8� With I 2 3 n� M9fb IYAN90AJ M4V:3'iAY. 385 � n : o V a RvAJU: il.Y] 385 " 8S 8a � n 1• q 8 nxo Sy. ro GPAnE �� 380 _.._ __ 380 n I- +r3�. -. m i TxG z�, g. 375 - -' _ -�- rsTV :xs.lr 375 370 Irso z a7c sP 370 _ t 2'9R °IOY: 31.,w TRpy[OG WILTIY>7 1! 1 365 I.______ oa5TO1G mm Ic7v xs 1 365 ._.._ _..._. .- _ - - - --r 1 360 119+50 120 +00 120 +50 121+00 121+50 122 +00 122 +50 123 +00 123 +50 124 +00 124 +50 125 +00 ROAD E HORZ.- I " -00' VERT. -1' -S' SEE COMMENTS ON DWG. S -1. N l G Im uA[ —_ /11 °� +IllnnM.m� secs., n2x. aN.wu STEP SEWER FITTING TABLE RBA A TYPE 5TATION 1 OTHSET M15C. 4 1 - 6' %2'TCC I S +EO.pS S.00 lT THRUST BLOCKING 1 - P GAR VALVP I - r GATE VALVE 14 1 - r TEE 122 +50.96 s.00 R< TNROST CLOCKING z - r GATE vxN b 15 END OP NNE CLEAN-OUT I24 +57.57 5.[Ib Ri THRUST CLOCKING :141 1. RERRENCE DRAWING U-2 POR S.T.E.P. DETAILS AND THRUST ELOCKP4 RCOUIREMENT5, 2. MAINTAIN I D MC)R NTA15PACING EEM2EN WARR AND 5.T I! P. MAIN5 MINIMU.I 3. PROVIDE AND INSTALL VALVE MARKER PCOT5 WHENEVER VAVE5 OR ELOWEIPP5 ARE LOCATED IN UNPAVED AREAS, 4. ALL JOINTS ARE TO CE GA5KCTED. S. ALL JOINTS ARP TO M PVC OR !PAM' COATEO 9. ST Ify MANS SHALL NAVE 65• MIN. COVER IN RARCVCD R.D,w. AND 72' MIN. COI IN J NINIPRCI ED C/SCMCxTS, HCRUCINTM. CONTRA: WASMNGTON STATE BANE. VERTN:Pl DATUM SOUHI 200E MR TCHPN NGVD 25 ! RR TMJR5TA[ THLP310141 COUNTY HIGH COUNTY 1111311 PRECISION NP[1VORR PREC1518N NEIVrORI. I I I L I I SEE COMMENTS ON DWG. S -1. SEC.23, T17N, R1E, W -M. RDID A -9fA da55.]S ¢NLVO f -9IA 14N96.03 RWOf.3TA IIpFpSjp (ROMn. Sao IMa'N,S] I I FROM P.9iAIMf]6.53 _ I Q I ITDA Y TYPE 5TATION OPP5Pf M15C. 5 140 +45A0 20 +50.65 5.00 LT 1 � I . 2- GAR VALVE dY _a 141 +89.60 5.00 LT YWIL t I 1 - 2 I -� Ket' MAP GA 2.2- GAR VN.VC9 M.i1. iIT. RI[. WY. �WI 144 +39.91 5.00M THRUST BLOCNNG ODUIXL 239 -240 144+40.46 23.75 LT 001ALC 1 _ ^iI 400 n 400 2E1 WNO n Im ,i 51 l RLx4t6V: 43 . 33 NMIf ST xIJIEDIf N1aM v: deR.fd III .17 67 l KVK 350395 d i - I p� cR,2W I.2 -5 -.! ROAD A ROAD h SN: WG 5�2 9Q TMG } IO ROAD F MVMT4V: cWwe: '4,«S� lm ROAD F NORL -9• -W VERi.•1 " -8 ITDA Y TYPE 5TATION OPP5Pf M15C. 5 140 +45A0 20 +50.65 5.00 LT THRUST BLOCKING NI I . 2- GAR VALVE dY _a 141 +89.60 5.00 LT YWIL t I 1 - 2 I -� Ket' MAP GA 2.2- GAR VN.VC9 M.i1. iIT. RI[. WY. �WI 144 +39.91 5.00M THRUST BLOCNNG ODUIXL 239 -240 144+40.46 23.75 LT 001ALC 1 400 400 WNO -1 - 51 l RLx4t6V: 43 . 33 NMIf ST xIJIEDIf N1aM v: deR.fd III .17 67 KVK 350395 d WWII 395 MVMT4V: cWwe: '4,«S� lm 390 a <:$ $v' g' +' x' R w.m 390 WJI n Wntl V F S � �< [� IM5FQI GRAM iY.F. 385 � g. e•NM rt: .x .� � 380 eWx cc asTn Ta:b]6 oc __ 380 375 93G V. 3'SR° ' -- �� 1 -- 375 12 °A L:9 .Y/ Ie9 .291P Q 1 370 � 10 3'3101. ¢: 3TO TJ ' AJO fRCKY.rtJ [MNnD(M) 1 1 1 370 1CW swcxG rvrnvccw;ro lmj __- 365 140 +00 140 +50 141+00 141+50 142 +00 142 +50 143 +00 143 +50 144 +00 144 +50 145 +00 ROAD F NORL -9• -W VERi.•1 " -8 STEP SEWER FITTING TABLE ITDA Y TYPE 5TATION OPP5Pf M15C. 5 140 +45A0 20 +50.65 5.00 LT THRUST BLOCKING I - 6' Wn VALVE I . 2- GAR VALVE dY _a 141 +89.60 5.00 LT YWIL t 16 1 - 2 I -� Ket' MAP GA 2.2- GAR VN.VC9 M.i1. iIT. RI[. WY. STEP SEWER FITTING TABLE ITDA Y TYPE 5TATION OPP5Pf M15C. 5 140 +45A0 20 +50.65 5.00 LT THRUST BLOCKING I - 6' Wn VALVE I . 2- GAR VALVE I SA I - NR RELEASE ASSEM&Y 141 +89.60 5.00 LT 5fE ORAL ) -12 16 1 - 2 142+50.95 5.00 Ri TNRM BLOCKNG GA 2.2- GAR VN.VC9 17 ENDOP UN! CLWI 144 +39.91 5.00M THRUST BLOCNNG STEP SEWER SERVICE BOX SCHEDULE LOT I 5TAnON OF 5Ef T'[PE 230 140 +45A0 25.79 LT SINGIG 231-232 141+20A3 25.75 LT OOI.EIE 233-234 142 +00A4 25.79 LT DOLBIL 235 -296 142480.M 23.75 LT DOI.OLI 237 -238 143 +60.45 25.75 LT ODUIXL 239 -240 144+40.46 23.75 LT 001ALC i-lw I. REPERDICE 011~NG U -2 POR S.T.E.P. DBTN15 AND TM"J BLOCKNG UOUIREMENTS. 2. MNNTNN 10 HORIZONTAL 5PN.ING BETW M WARM AND S.T.E P. IANN5 MINNUM. 3. P vc ANO INWT VALVE MARKS. FWT5 14NENNER VN. CR BLO'AOT` N L M IN UNPAWD PR VS . 4. ALL JOW15 ARY TO BE GASRBRD, 5. All JOIMS ARE TO M PVC CR EPOAY COATED G. 5.T.E.F. MNN9 SHALL MVE 65 W N. LOVER IN IMPROVED KO.W, AND 72' MN. COVER IN UNNPROJED PAS[M!M5. HORIZONTAL CTMNRD4 WASHINGTON STATE PIMIE. VERDLAL DATUM S H201! PER TCNPN NG 29 PER NTY "T 1N l COUNTY NIGH mLR5TON OOINIYHILH PRLQ310N MCrv.OPJ Rl%15N]N NEIV.ORR A: STkal I I.n G ETAIW ,W 211 212 713 214 IF ROAD G ROAD A =C,`,(i52 SEC.23, T17N, RlE, W.M. ol$ mNE 400 9M 1114 3&W 400 + R ST 3S.w 3 75mv 10717RU"'r-i- 13 1 3 rLv WT. 395 395 ni z 390. 390. 3 355 85 380 RA 1 380 I, L, ,.eft 375 1375, T r c: 31; 70' 370 357,1 j , 37-31 �0 a. r 3701 ,-- ow—, 3i s.5 ON SPAON61 Y9RP 372.1. rmmrR 379;A5 rlprbxo W.Dm l 365 wo" 3151 0!� � I i -. LL 360 55+50 IL 20!50 IGI +00 161 +50 112+00 162+50 163-00 163 +50 164 +00 164 +50 165 +00 ROAD G MORZ.-I'•• VM.-l'-W 4-"4 L. -T STEP SE_ WER FITTING TABLE rr0A ttr 5TATION QffF5ET M15c. X -ne 2 23�,w 5.00 LT Tl"T �NG �� VANE 1:01 18 END X UNE CLEAN-0j[ 164 THRUST BLOLRLNG STEP SEWER SERVICE BOX SCHEDULE LOT # 5TA71ON I aT--ZT TYPO 210 160 +33.33 32.00 LT 511"SUE 211.212 161+30.43 21.00 LT OOLRNE 213 -214 I62+30.M VWLT DOU52 21"16 113+30.45 21.00 LT DOUEU! 217-218 164+30.46 21.00 LT COU'Ouf 219-220 1"+99p63 21.00 RT DOUBLE =1-222 163 +59.62 2ImWRT Dp1fUf 223 163 +10F62 14A0 IT SINGUE 224 162 +70l62 14.00 225229 161499.61 14.00 RT DOUBLE =227 -229 161 41960 14.00 RT DOUDUE 22291+4673, 1400RT 51NG1E I. REFERENCE DRA'M46 U -2 FOR E.T.E,F. DET&15 AND T'Rust DUocQNG 2. MAINTAIN I a NMMNTAL 5FAGING BETWEEN WATER AND S.T E.P. MkMS MINIMUM. 3+ PROVIDE AND "TAll VALVE MARKER P09T5 WHENEVER VALVES M ROAOfFS ARE LOOAT!D IN AVEO AREAS. 4. ALL )ONTS ARE TO X GA U. 5. ALL JOINTS ARE TO M PVC M EPDXY COATED. 6. S.T.E.F. MAJN5 511AU. (LAVE W MIN, COVER IN IMMOM R-O.W, AND 72- MIN, WM IN UNIMPROVED EA5CMENT5. "mWNTM. WNIROL: WASHINGTON STATE P1ANC. ,Tu, S 11 IONS MR lfCMm NGVD 29 4 KK TMIRSTON TIlUR5T0N COUNTY H*" COUNTY HIGH PRECISION NlTV.ORK z o 400 9M 1114 3&W 400 + R ST 3S.w 3 75mv 10717RU"'r-i- 13 1 3 rLv WT. 395 395 ni z 390. 390. 3 355 85 380 RA 1 380 I, L, ,.eft 375 1375, T r c: 31; 70' 370 357,1 j , 37-31 �0 a. r 3701 ,-- ow—, 3i s.5 ON SPAON61 Y9RP 372.1. rmmrR 379;A5 rlprbxo W.Dm l 365 wo" 3151 0!� � I i -. LL 360 55+50 IL 20!50 IGI +00 161 +50 112+00 162+50 163-00 163 +50 164 +00 164 +50 165 +00 ROAD G MORZ.-I'•• VM.-l'-W 4-"4 L. -T STEP SE_ WER FITTING TABLE rr0A ttr 5TATION QffF5ET M15c. X -ne 2 23�,w 5.00 LT Tl"T �NG �� VANE 1:01 18 END X UNE CLEAN-0j[ 164 THRUST BLOLRLNG STEP SEWER SERVICE BOX SCHEDULE LOT # 5TA71ON I aT--ZT TYPO 210 160 +33.33 32.00 LT 511"SUE 211.212 161+30.43 21.00 LT OOLRNE 213 -214 I62+30.M VWLT DOU52 21"16 113+30.45 21.00 LT DOUEU! 217-218 164+30.46 21.00 LT COU'Ouf 219-220 1"+99p63 21.00 RT DOUBLE =1-222 163 +59.62 2ImWRT Dp1fUf 223 163 +10F62 14A0 IT SINGUE 224 162 +70l62 14.00 225229 161499.61 14.00 RT DOUBLE =227 -229 161 41960 14.00 RT DOUDUE 22291+4673, 1400RT 51NG1E I. REFERENCE DRA'M46 U -2 FOR E.T.E,F. DET&15 AND T'Rust DUocQNG 2. MAINTAIN I a NMMNTAL 5FAGING BETWEEN WATER AND S.T E.P. MkMS MINIMUM. 3+ PROVIDE AND "TAll VALVE MARKER P09T5 WHENEVER VALVES M ROAOfFS ARE LOOAT!D IN AVEO AREAS. 4. ALL )ONTS ARE TO X GA U. 5. ALL JOINTS ARE TO M PVC M EPDXY COATED. 6. S.T.E.F. MAJN5 511AU. (LAVE W MIN, COVER IN IMMOM R-O.W, AND 72- MIN, WM IN UNIMPROVED EA5CMENT5. "mWNTM. WNIROL: WASHINGTON STATE P1ANC. ,Tu, S 11 IONS MR lfCMm NGVD 29 4 KK TMIRSTON TIlUR5T0N COUNTY H*" COUNTY HIGH PRECISION NlTV.ORK ROAD G MORZ.-I'•• VM.-l'-W 4-"4 L. -T STEP SE_ WER FITTING TABLE rr0A ttr 5TATION QffF5ET M15c. X -ne 2 23�,w 5.00 LT Tl"T �NG �� VANE 1:01 18 END X UNE CLEAN-0j[ 164 THRUST BLOLRLNG STEP SEWER SERVICE BOX SCHEDULE LOT # 5TA71ON I aT--ZT TYPO 210 160 +33.33 32.00 LT 511"SUE 211.212 161+30.43 21.00 LT OOLRNE 213 -214 I62+30.M VWLT DOU52 21"16 113+30.45 21.00 LT DOUEU! 217-218 164+30.46 21.00 LT COU'Ouf 219-220 1"+99p63 21.00 RT DOUBLE =1-222 163 +59.62 2ImWRT Dp1fUf 223 163 +10F62 14A0 IT SINGUE 224 162 +70l62 14.00 225229 161499.61 14.00 RT DOUBLE =227 -229 161 41960 14.00 RT DOUDUE 22291+4673, 1400RT 51NG1E I. REFERENCE DRA'M46 U -2 FOR E.T.E,F. DET&15 AND T'Rust DUocQNG 2. MAINTAIN I a NMMNTAL 5FAGING BETWEEN WATER AND S.T E.P. MkMS MINIMUM. 3+ PROVIDE AND "TAll VALVE MARKER P09T5 WHENEVER VALVES M ROAOfFS ARE LOOAT!D IN AVEO AREAS. 4. ALL )ONTS ARE TO X GA U. 5. ALL JOINTS ARE TO M PVC M EPDXY COATED. 6. S.T.E.F. MAJN5 511AU. (LAVE W MIN, COVER IN IMMOM R-O.W, AND 72- MIN, WM IN UNIMPROVED EA5CMENT5. "mWNTM. WNIROL: WASHINGTON STATE P1ANC. ,Tu, S 11 IONS MR lfCMm NGVD 29 4 KK TMIRSTON TIlUR5T0N COUNTY H*" COUNTY HIGH PRECISION NlTV.ORK STEP SEWER SERVICE BOX SCHEDULE LOT # 5TA71ON I aT--ZT TYPO 210 160 +33.33 32.00 LT 511"SUE 211.212 161+30.43 21.00 LT OOLRNE 213 -214 I62+30.M VWLT DOU52 21"16 113+30.45 21.00 LT DOUEU! 217-218 164+30.46 21.00 LT COU'Ouf 219-220 1"+99p63 21.00 RT DOUBLE =1-222 163 +59.62 2ImWRT Dp1fUf 223 163 +10F62 14A0 IT SINGUE 224 162 +70l62 14.00 225229 161499.61 14.00 RT DOUBLE =227 -229 161 41960 14.00 RT DOUDUE 22291+4673, 1400RT 51NG1E I. REFERENCE DRA'M46 U -2 FOR E.T.E,F. DET&15 AND T'Rust DUocQNG 2. MAINTAIN I a NMMNTAL 5FAGING BETWEEN WATER AND S.T E.P. MkMS MINIMUM. 3+ PROVIDE AND "TAll VALVE MARKER P09T5 WHENEVER VALVES M ROAOfFS ARE LOOAT!D IN AVEO AREAS. 4. ALL )ONTS ARE TO X GA U. 5. ALL JOINTS ARE TO M PVC M EPDXY COATED. 6. S.T.E.F. MAJN5 511AU. (LAVE W MIN, COVER IN IMMOM R-O.W, AND 72- MIN, WM IN UNIMPROVED EA5CMENT5. "mWNTM. WNIROL: WASHINGTON STATE P1ANC. ,Tu, S 11 IONS MR lfCMm NGVD 29 4 KK TMIRSTON TIlUR5T0N COUNTY H*" COUNTY HIGH PRECISION NlTV.ORK I. REFERENCE DRA'M46 U -2 FOR E.T.E,F. DET&15 AND T'Rust DUocQNG 2. MAINTAIN I a NMMNTAL 5FAGING BETWEEN WATER AND S.T E.P. MkMS MINIMUM. 3+ PROVIDE AND "TAll VALVE MARKER P09T5 WHENEVER VALVES M ROAOfFS ARE LOOAT!D IN AVEO AREAS. 4. ALL )ONTS ARE TO X GA U. 5. ALL JOINTS ARE TO M PVC M EPDXY COATED. 6. S.T.E.F. MAJN5 511AU. (LAVE W MIN, COVER IN IMMOM R-O.W, AND 72- MIN, WM IN UNIMPROVED EA5CMENT5. "mWNTM. WNIROL: WASHINGTON STATE P1ANC. ,Tu, S 11 IONS MR lfCMm NGVD 29 4 KK TMIRSTON TIlUR5T0N COUNTY H*" COUNTY HIGH PRECISION NlTV.ORK 1 II I � II !� 1 II Tit I 4 fl: II II �' L56'RAL25 5V ROAD E =P 7 ROAD H -Z 0 s5 Im uNz SEC.23, T17N, RUE, W.M. ROAD F owG>e [RWp 5 I, TA Its «10.s1 PL PLV➢ / -iA 112x5609 I r II I I I Ir �i ROAD H NORZ -1'.9G VERT. -1' -F SEE COMMENTS ON DWG. S -1. q I'T ooyyl��ww I 1 � KfY MAP r _ STEP SEWER FITTING TABLE I STATION OFFSET m STR :el 33.31 251 0 A 395 _ ma:ae..7 � � Ias7 � mEiv:»9% _ 395 181+60.70 25.78 RT 14 122 -50.95 Fv -10.51 z • z' ure vuvo 2% 182 +69467 21.00 RT SINGE 257.255 1 IlQ �^ n n 259 390 _ vr:5]0 THRUST SWOKS.G C 2].001 LT 390 261 180 +56485 uM7. A' Panir n� b c .w 5N6R 262 -263 151 +69.06 D w 2" I5 117 Fv 51x 4f 263 182 +62D7 E27W Q L- M OOUSRE 268 ww B 91N 3651 '84 8E - 4>; :¢ 911 L �n 385 E ° F }' 4 � ' BRSr1Ia 360 a`1i i 360 -_ 375 ,.:T __ ____ f _ _ 375 _ 9TVT % 531• 3 ' 370 m v. z•9TR 370 __ 29PJ ib. 3M lb I M e'WM K: 3]093 PP1Rp.[p(#p)Hp 11M ! 365 Y915"lOV: 369 «3 Fr{'Dnnxc GRDUroRTm _ 365 A h :1113 R e alea - 360 179 +50 180 +00 180 +50 181+00 181+50 182 +00 182 +50183 +00 183 +50 184 +00 184 +50 185 +0p ROAD H NORZ -1'.9G VERT. -1' -F SEE COMMENTS ON DWG. S -1. q I'T ooyyl��ww I 1 � KfY MAP r _ STEP SEWER FITTING TABLE ITEM STATION OFFSET Type 251 0 A TYPE STATION OFFSET MISC. 25.75' RT I -YreC 253 -254 181+60.70 25.78 RT 14 122 -50.95 5O0'RT T"T SLOCKNG z • z' ure vuvo 2% 182 +69467 21.00 RT SINGE 257.255 1 IlQ 25.75'RT mum 259 16 142+50.95 5.00'R THRUST SWOKS.G 100 +40.00 2].001 LT 2 - 2' GAR VALVE 261 180 +56485 25.50 LT STEP SEWER SERVICE BOX SCHEDULE LOT T STATION OFFSET Type 251 150+40.00 VOCY RT NwIE 252 150+76.68 25.75' RT NwIf 253 -254 181+60.70 25.78 RT DOUeIY 255 182+49.67 21.00 RT 5 N6 2% 182 +69467 21.00 RT SINGE 257.255 153 +40.72 25.75'RT mum 259 161 +30.00 27.00RT 51MGRE 260 100 +40.00 2].001 LT VNIkE 261 180 +56485 25.50 LT 5N6R 262 -263 151 +69.06 D w 2" I5 117 51x 4f 263 182 +62D7 E27W Suaf 266267 183 +39.88 OOUSRE 268 160 +30.00 91N NOT'3 I. RFERNQ DRAWING U -2 YOR 5JZ P. WARS AND THRUSTa NG RFOuIRZMI 2. MNNTNN 10 nOR20NTAL SPACNG DETWCEN WATSR AND 5.T.E.P. MANSMINIMW 3. PROVOS AND IN5TN1 VALVE MAR{fR PDSTS WHENEVER Vum m SLOWOPPS ARE I TfD W UNPAVEDAREAS. 4. Au.laxrs A� ro a GASFerro. 5. ALL JOINTS ARE TO SE Pw OR EPOKY COAreo G. S.T. E. P. MNNS SHAG HAVE 68' MIN, COVHf IN IMPROVED R.O.W. AND 72 MIN. COYER IN UNIMPROVED EASDAENTS, �J HORQp nCONTROL: WASHINGTON STATE PLANE, vERTIG4 OATLIM SpVTH 20NC P9R TCHPN NGw ze PUKmuR5TONl pml HRTONOOUNiIYHG H RCENON N[W RasIa4 kl m SEE COMMENTS ON DWG. S -1. SEC.23, TI 7N, R1 E, W.M. RDADA - .noel v'vc_ Y`y _ TYPE S6 PW' 41 M5C. 4, R -5TA US5.7R TM;RS�ON Cq.M'! XKi1 rya,. H[IPAL4A m 395 4 NILY 1 -SEA 330.W.N r 3C0)V SC PM L�PV� LMT f- 6'GATE VALVE 11TT` x9 Yb THRUST BOCRING 1 - Y GALE VALVE X"ITS EL 20.3 19 - 2 1 1.24 BEND ftN I- WAZM.W.O 0.00 DART THRUST OLOLXING 20 1224+70,521 I .lmfc [1V- 3[554' I I I 1 I Lw __ __ J4 ^224+ 1 a '41 +SO zzzi 2' 223+90 @ . xz ax 224. 44 u 3 390 - - _ — 1 390 30C 299 298 1 297 - 385 > D 20 40 zzw 385 —T lV4KA 3 3� ALLEY 1 395 - .noel v'vc_ Y`y _ TYPE STATION OPPSCT M5C. EMlXNR9ip. TM;RS�ON Cq.M'! XKi1 rya,. H[IPAL4A m 395 i 2 TCE r 3C0)V L�PV� LMT f- 6'GATE VALVE 11TT` S[(;.M TIM [IL V.M. THRUST BOCRING 1 - Y GALE VALVE X"ITS EL 20.3 19 - 2 1 1.24 BEND 220+30.60 0.00 DART THRUST OLOLXING 20 1224+70,521 O.ODLTR I .lmfc [1V- 3[554' Lw K 390 - 1 390 385 > zzw 385 —T lV4KA 3 3� 8 8 3 nd 380 8 k 380 _ OVM 374. —�� .2 j j 375 s srt Ta- 97e9 , . _ _ _ ... ° ; `� 375 370 92 V.dSRP _ 7-- 370 365 a °1p 365 0 I mm�xcT m�nw —�' 360 355 p yy 4p X x _ 2i 0 m o � & pp ri 5 F � a R rtilz q m i a 355 220 +00 220 +50 221 +00 221 +50 222 +00 222 +50 223 +00 223 +50 224 +00 224 +50 225 +00 ALLEY 1 NORL -r -ea veal. -r -s LOT I 5TATION I OPP41T TYPE 277.278 220 +70,81 12.5COJ`. 279.280 221 +4346 12.530. 281282 222 +11,86 1 12.50 LT I DC-I.f I 294.295 223 +29.47 12.50 RT OOIIDIE 296-297 222 +61.46 f2.8O RT DDU81E 29&299 221 +93.46 1 12.30 RE I DOU91E aNL4-S 1. BVCE DRANIHG U -2 fOR S.T.C. P.ORNI9 AND in"RUST 9LO;uNG RCOUIREM[N15. 2. MNNTNN 10 H 20NTAL 5PAMNG KTWLEN WATER AND 5 TTP. NV4N5 MINIMUM. 3, PROVIDE AND INSTALL VALVE MPRRER E05T3 WHENEVER VkVE5 OR 9LOWOES ARE IuOCh � IN UNPAVED AREAS, 4. N JOIN15 ARE TO M GAACETED. 5. ALL JOINTS ARE TO BE PVC OR COATED. 6. S.TE P. MNN55n HAVE 6R MN. COVER IN IMPROVED R.OW. AND 7T MIN, COVER IN UNIMPROVED BSEMENTS. XCRQp.NNMRTA STEP SEWER FITTING TABLE .noel v'vc_ Y`y _ TYPE STATION OPPSCT M5C. EMlXNR9ip. TM;RS�ON Cq.M'! XKi1 rya,. H[IPAL4A m N ERTayDx clNOa i 2 TCE i +ea. L�PV� LMT f- 6'GATE VALVE 11TT` S[(;.M TIM [IL V.M. LOT I 5TATION I OPP41T TYPE 277.278 220 +70,81 12.5COJ`. 279.280 221 +4346 12.530. 281282 222 +11,86 1 12.50 LT I DC-I.f I 294.295 223 +29.47 12.50 RT OOIIDIE 296-297 222 +61.46 f2.8O RT DDU81E 29&299 221 +93.46 1 12.30 RE I DOU91E aNL4-S 1. BVCE DRANIHG U -2 fOR S.T.C. P.ORNI9 AND in"RUST 9LO;uNG RCOUIREM[N15. 2. MNNTNN 10 H 20NTAL 5PAMNG KTWLEN WATER AND 5 TTP. NV4N5 MINIMUM. 3, PROVIDE AND INSTALL VALVE MPRRER E05T3 WHENEVER VkVE5 OR 9LOWOES ARE IuOCh � IN UNPAVED AREAS, 4. N JOIN15 ARE TO M GAACETED. 5. ALL JOINTS ARE TO BE PVC OR COATED. 6. S.TE P. MNN55n HAVE 6R MN. COVER IN IMPROVED R.OW. AND 7T MIN, COVER IN UNIMPROVED BSEMENTS. XCRQp.NNMRTA STEP SEWER FITTING TABLE wA91X EVN[. 90Um ITM _ TYPE STATION OPPSCT M5C. EMlXNR9ip. TM;RS�ON Cq.M'! XKi1 rya,. H[IPAL4A m N ERTayDx clNOa i 2 TCE 3 f- 6'GATE VALVE 14+45.21 5.WLT THRUST BOCRING 1 - Y GALE VALVE 19 - 2 1 1.24 BEND 220+30.60 0.00 DART THRUST OLOLXING 20 1224+70,521 O.ODLTR I LOT I 5TATION I OPP41T TYPE 277.278 220 +70,81 12.5COJ`. 279.280 221 +4346 12.530. 281282 222 +11,86 1 12.50 LT I DC-I.f I 294.295 223 +29.47 12.50 RT OOIIDIE 296-297 222 +61.46 f2.8O RT DDU81E 29&299 221 +93.46 1 12.30 RE I DOU91E aNL4-S 1. BVCE DRANIHG U -2 fOR S.T.C. P.ORNI9 AND in"RUST 9LO;uNG RCOUIREM[N15. 2. MNNTNN 10 H 20NTAL 5PAMNG KTWLEN WATER AND 5 TTP. NV4N5 MINIMUM. 3, PROVIDE AND INSTALL VALVE MPRRER E05T3 WHENEVER VkVE5 OR 9LOWOES ARE IuOCh � IN UNPAVED AREAS, 4. N JOIN15 ARE TO M GAACETED. 5. ALL JOINTS ARE TO BE PVC OR COATED. 6. S.TE P. MNN55n HAVE 6R MN. COVER IN IMPROVED R.OW. AND 7T MIN, COVER IN UNIMPROVED BSEMENTS. XCRQp.NNMRTA wA91X EVN[. 90Um KRTKN GIIM 20 IpAM MME RR MR ♦LV0 29 EMlXNR9ip. TM;RS�ON Cq.M'! XKi1 rya,. H[IPAL4A m N ERTayDx clNOa M� 1 1 }V r aL rm '" wi rY°:x wx mc"iV1i 61° fr v rn°r�°.a� amour axummm vrV rv.xv`uw FaL010FF Aaa .r 1°smws wR� ,r '� �� • WAL YFIER TroY k 1S a Ir r" .L In ®f.TN°LrIOO wL �L6 YOR3 ax 5/8" DUAL METER SERVICE 9 w .xsmeca • 8 -2 S /Ob e1 Yp CRY 5/8° SINGLE METER SERVICE_° nmo wu,u. v.nwa f r aL rm '" wi rY°:x wx mc"iV1i 61° 16 v rn°r�°.a� amour ,L(E� ^�IIIII U I I rv.xv`uw FaL010FF Aaa SEC.23, T17N, R1E, W.M. Y 1�� —W�L WIWL Trt x''Y°Pm'�w Lr ^ Yr �v wr w uP Ly xo>�Y, OUTSIDE PAVED ARE r KYm wY }� xn Ka AtKK° '-' WYK � � K Sitl �,YL or mmrz n xom I °�7'° ®� INSIDE PAVED ROADWAY ux ruvn ,ak WK i, W,° .wLm drum rW xd M I.t v4K xT. WO WLK 1YM, -OYM xxlaom aK01°°rwrwixr"ORS �'� s"`inw VALVE SIEY EKTENLON IEDEND WK/xrgrlNO WI�f /P vlvOtlrM 4®IfWx. Rm CRY KpRpMI _ YfP STANDARD VALVE 80% YIX` F�TFf 8 -11 ar.r .a, Y�Yam ° yr 16 Y[xFq ,L(E� ^�IIIII U I I BOX P eox IACDIEME Aaa .r m'Yii°Y sW� ,r '� �� • WAL YFIER TroY k 1S a Ir r" .L In ®f.TN°LrIOO wL �L6 YOR3 5/8" DUAL METER SERVICE 9 w .xsmeca • 8 -2 S /Ob e1 Yp 6° � Y �ppypn( Y 1�� —W�L WIWL Trt x''Y°Pm'�w Lr ^ Yr �v wr w uP Ly xo>�Y, OUTSIDE PAVED ARE r KYm wY }� xn Ka AtKK° '-' WYK � � K Sitl �,YL or mmrz n xom I °�7'° ®� INSIDE PAVED ROADWAY ux ruvn ,ak WK i, W,° .wLm drum rW xd M I.t v4K xT. WO WLK 1YM, -OYM xxlaom aK01°°rwrwixr"ORS �'� s"`inw VALVE SIEY EKTENLON IEDEND WK/xrgrlNO WI�f /P vlvOtlrM 4®IfWx. Rm CRY KpRpMI _ YfP STANDARD VALVE 80% YIX` F�TFf 8 -11 ar.r .a, Y�Yam ° yr SIX FPoNf VALVE MARKER POST x. wx m uc�oa x Imaxr°# sa mRia"'xlc -eic� _ d Oli ��yy tMx �. 1 0lETw�ngxa J- VALVE MARKER POST t r HYDRANT MOLIARD DETAIL HYDRANT BOLERO. a 8 -12 16 Y[xFq ,L(E� ^�IIIII U I I BOX P eox IACDIEME Aaa Of rolaA� I' '� �� • WAL YFIER BOX Pimmw k 1S a Ir r" .L In ®f.TN°LrIOO TYPICAL METER PLACEMENT a -6 9 SIX FPoNf VALVE MARKER POST x. wx m uc�oa x Imaxr°# sa mRia"'xlc -eic� _ d Oli ��yy tMx �. 1 0lETw�ngxa J- VALVE MARKER POST t r HYDRANT MOLIARD DETAIL HYDRANT BOLERO. a 8 -12 �i t YiYwn T ritwirAr�� I,r e'pl. nF..RYW +.wsniwr. �ro r "� MIIwrmW"°"�M ro�M1U, DRY P.a.eM'x W NI .N"w m OF �I LM ixLYPV ,,.x FIRE HYDRANT a. yr w 6- 6-7 mo im Rill Aaa Of i D k 1S a Rill 9 Yp 6° � Y �ppypn( �i t YiYwn T ritwirAr�� I,r e'pl. nF..RYW +.wsniwr. �ro r "� MIIwrmW"°"�M ro�M1U, DRY P.a.eM'x W NI .N"w m OF �I LM ixLYPV ,,.x FIRE HYDRANT a. yr w 6- 6-7 mo im RESTORATION TABLE 1 rR mo=w .... TYPICAL SEC.23, T17N, R1 E, W.M. TYPICAL SEWER AUTOMATIC MR RELEASE VALVE �I 1.a1 MGRMAANSnw rNO MATlPoa SnALLxlx ACwwAxa lMm DrcaraM SLAMamsAND mehmT aRttMCOrcam[ 5TAR a WA5MMGIp! 9TANYMI SKGFGmRRf FOR ROM. BWDGE AND MUMCPAI CONSOCCT1p1. 2ki NORRrN C1tt RECUNtRAPERMx FP DM iX[ aTOM PPoCRLOANYRCFA CONNdCWG. THf LfNfPll MENAa.WAY TI3 CaIIWLTCR5XN10A Wf{ nX. A W,[C016iRIlCIrON AL[NNG TO Pf Al1fATlep DY AIIMNLRG]MPACiOb. RCPR[5[NIATKS a I1MYVMMNNIS. NID iR CT"artlM CCMIACrmf PJdILµGRC4 pfPIR1N.Drt Ai jl60J 45D -D4CL tt1501[OIXE IIE AQLING m[CQifROCfCR6 R5POM51NL rO 1MV[AYLa NROV[DRA15 ArM M[fIMG i WARRNANSSXNL MCr m[ IOpdNM:SPCOPKARCF:S: P0.'M1Mf. 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LXIaJa ITVCI Rf[ a,MKR4 NldT91: rn[ MMEPoa. 5hAILWM 1120, PVC 122p, ORhC 2120, µ0MK MMMJM WALL1NCµf55 CgW.T00RLf56 THAV E5O4a21.AM 1 IJBTTnf IUK I AQIiSa LM STANDARD dM[NSICN FAIIO NSppiSMgnRp STGFGDCNS SfLTldf 9 .'A.1158.rdYNXrt fITMPPETmSPkO 121NCnt5): 511AILMCIm[PPa.PAnEMS aAwwA L9O0, L1AK ISO WNLmICRN55fWN TOOK TOORGVAi[RTNN inESCR Of 19, µD AHG THE F£WICNfM50F wSODT SINIDKD SPfdP1GTIpG XCnON 9.30.IEiw. PdMMA LNILRIa IPVd n°[Ir4 inROUGn ZC rMCXESI: SWIIMCL Inf Rfd)IRWDasa AWWPC905 WNl TXICME55 SHA'. r0 aIP55 iXµ lIY SpR a 19. DUC111f wON PwE IGPI: Dw91WL L/JIIP IO AWAMLr 51 CV55500RGRTATIN, AM 1WL CI B' 1NU1K]ICWPIr JNFD µ05EMfC IN ACCORDNIRMm AIfL/AVNM CIOVA2r4 -90, INDMffT THE R£OUrRfNfMS a WSpDr 5rµWlp SPfC.9GTYJN5 SfCNOU 93p 2.n). SIX.rhCTr /IxC MfW.AM 5PSL55n41 Bf CIA`652 4.Wi[VNV[55rV&M5HW[IIIWIp[,NRS pLN W5XG 5RMI MLX 6PoNG55fA5. VALK lHG55XII1KMfG14NGlJ01M - DRAHSIFIAW.fS. VAV[551NLL CQfOCM IO AMVA 3bld0. VNY65M1A:1 &MIIPxEF. M{X. IfHIfW. C10W FAV OR VMIEROUS Sfdf5300. 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PRONGEiRP1f1C COMROL °IA'U51 /5 FfdIIRN Ix ILCCR0.WdMrIX MJTCO. 9ALLWATR MNh55iW1DL 5iµ[0!ORGRAtM µp NYHMfM DYµfNpXCPoNG OR SA[V[MMM1RM aAIbl Or C PBVCRMING wCM IO All SRNR UKLOGROAS SnINLBf IMRKIDON mCrAdam[CLRD Minµ fMBDY.[D'W IN1N01rMO CONCA[ff �� Ir.GLLW9fRGRLUALOGIf ATIL 424.5555AMIMMA1ab11GIR5 TOAW VAIIONS. Zj V�6v 12 MCIIYLwLceGMN)2InML5 Mllf£wvpc LOSCIVfNRMGASnUiWMM."M COVbC IUO.INETIeID VWYATCN.0011NCLIIW/W119mLL D[DSO5ep 9Y CCNfF/Or�M'p NTIIXGS VfRi@p 4D IlOUPS PRIgtip PSMBUirNG ` �� 31111T.NMM NOTC[5 t �^,ry e 13. Ai µr bJHNERbN TO PA p511M UUf MNEREANBN VALK 6MIINSTN!£J, Lnf MTINGVML MUSTDErI METES= TOOINSTANDA KIMTOCONN=ON.wIH[MSpNG VNK FML$'O PASS Tn[if9r, TY$La1rRILTOR Sr1aL A4Ff Tnf • 4 NCCL59P2t PROV5NN1ST0 R5TT1E IlgY LIHC rFpRTO CONX[GTGY IO mC W31N ^u 5191W OR IN3TNLANCW VKK. 91A7Mi 9 p:1nC5C IuWSµD B[IORf ACartµC! OPALL IRM.S. 14. I1t[RCOIAPIETpNa lht DM.TWC. 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GH,dBx VICINITY MAP MAILBOX LOCATION TABLE 2 3 ROAD 8TATIDN G `1\ O 50 +70.0 15.25' LT 2 O ' 13.25'0 3 D ' 13.25 -IT 4 0 � rwreRrruHe mm.l �__ - - - - - - - - - - - - - - - - - - -- -� -- -� 13.25' LT I L - -. - -J % +00.00 15.25.0 T A — __ROAD A —_ _�_- - -- � 15.25' 0 9 A I 13.25' 0 10 r 182 +50.00 13.25'0 ✓ -yam -- - - - - - - -- - - ` _ I - - - - -�- \L 1 A 22 +25.0 - - --- 1 G 10 +35.00 Z 14 I 1 24 +50.00 13.25' 0 15 0 99 +80.00 15.25' LT I I � I GH,dBx VICINITY MAP MAILBOX LOCATION TABLE I ROAD 8TATIDN I 1 O 50 +70.0 15.25' LT 2 O ' 13.25'0 3 D 65+53.0 13.25 -IT 4 0 89 +45.0 �__ - - - - - -- 9 I 13.25' LT I L - -. - -J % +00.00 15.25.0 T A — __ROAD A —_ _�_- - -- 15 +00.00 15.25' 0 9 A 18+43.45 13.25' 0 10 n 182 +50.00 13.25'0 11 A 21 +50.0 13.25'0 12 A 22 +25.0 13.25' 0 13 G 10 +35.00 Z 14 A 24 +50.00 13.25' 0 15 0 99 +80.00 15.25' LT 5 m— I J I I L �11 — L _ I , - -� - - -__— ROAD ROADK II 1 I / DIVI.3 i4 GH,dBx VICINITY MAP MAILBOX LOCATION TABLE BOX# ROAD 8TATIDN OFFSET I O 50 +70.0 15.25' LT 2 O 82+46.00 13.25'0 3 D 65+53.0 13.25 -IT 4 0 89 +45.0 13.25'0 5 9 92+00.0 13.25' LT G 0 % +00.00 15.25.0 T A 12 +50.00 15.25.0 6 A 15 +00.00 15.25' 0 9 A 18+43.45 13.25' 0 10 n 182 +50.00 13.25'0 11 A 21 +50.0 13.25'0 12 A 22 +25.0 13.25' 0 13 G 10 +35.00 13.2Y LT 14 A 24 +50.00 13.25' 0 15 0 99 +80.00 15.25' LT T-5 M TMII RLYm PIRB ZTNLCCNO SM AMOGlI14 MYIIX3IW KR wAeal.uuxnw »mLS: I. ✓Gf CQ11111 LIb�POIIP`Ar101G.5YhS L4IPIING mr9 to wa2raxmt ro cx+rn Y. 9R NAS KR CIIA�IUrtCH R [IM�.Y SMVNF OR 10IlINN LV°LIA'3f 6♦M4) f/J11Ltn[SM 3. a•rsers4a romecwre4or rn +lttv. 4 2eI �I 0 06 w Z Tn Z > � a d m 3 x osy O a o ro Iw W � $CA[ Q O S nOR1ZOcroNIAL 000ROL wrsnxx STATE e. 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