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11 x 17 Plans 06-20-07u S HEETINaEX ~~w_ __._ ' # D32AWING # DRAWNGG TITLE I CI.p COVER9hfEEL _ ~~ CI.I C0.NSTRUCTlONNDTES 3 02,0 517E PLAN ~~ 4 03.0 TESL PLAN 5 C3. I TESL NQTES $ DETALS 6 04.0 k10R120NTAi CONTRDL & PAVNG PLAN 7 C4. I PAVING DETAILS 8 G5.0 GRADING f DRAINAGE PLAN 9 06.0 COMP051TE UTILITY PLAN 14 C6. I WATER PLAN ~ PRGHLE I I 06,2 WATERPLAN E PROFILE 12 06.3 WATER PLAN 8 PROFILE 13 06.4 WATER PLAN d PROFILE I4 G6.5 WATER DETAILS IS 06.6 WATERDE7AlL5 _ 16 07.0 5 T E~P. PYAN E PROFILE 17 CT. I ~ 5T E P. P[AN t PROFILE I S 07.2 S.T.E.P DETAILS 19 G8.0 LANDSCAPING 4 TREE PRESERVATION X w ~,~ , ! Ali ~~ I X-o----X--X-o°--M--a-X-_._x.~X~H._°~ ~ oa ~~~ o o~ o.. o _.. x_ X° X o. x_. c3 a o o n b ~, i, o ---__' _ ~ o ° o ~, o n n o a ~ n n T1 ~~oa o0 n n n©n~ ~~ ~ ~ ~n n ~ ~ n a Q ~ o0 o n o~ \,A~I~i ,A~ 1 ~ oo an o 0 0 o I ~~ a n~o 0 00 oo ~/~~~~ /~ .. 't --r:. 0 n ~\ `1`aa I r c~~~~~4,, .~~J s s s ,' v v% ! _ ~ . iS. ~ ..;N NOTE pd `^ ( AA5HT0 AMEPJCAN A554CIATION OF STATE IP P )R RS ENTER ANY 7RENCN OR OTHER 2XCAVATION FOUR OR _ _ H16tiWAY # TRANSPORTATION OFFICIALS MO ~ "rEET IN pEPfFI7HA7 DOES N07 MEET THE OPEN FIT AD5 ADVANCED DRAINAGE 5Y57EM5, INC REQUIREMEN r S OF Ud5D0T SYCTION 2-09.3(3)B, Ti SHAL BE - -- - - -- - MAJOR CONTOUR LINES i ~ ~ ._W__ AN51 AMERICAN NATIONAtSTANDARD51N5TITUTE SH4RED AN4 GFJ88E4. TtiE CONTRACTOR ATONE SHALL SE - ----TA3 -- - - MiNDR CONTOUR I1NE`a 349 ASTM AME~CAN 50CIE7Y FOR TE5TING AND MATEPJAES RESP©N51BLE f{}R WORKER5AFEIY AND KPFF ASSUMcS NO A5 AQUA SWIRL RESPONSIBILITY. ALt TRENCt15AFk1Y 5Y5TEM5 SHALL MEET THE - - - - - -- --- - EDGE OP PAVEMENT - ------~ - - - APWA AMERICAN PUBLIC WORKS A550GIATION REQUIRERsflENi$ OF TI1E WASHNGTON INDUSTRIAL SAFELY AND AVE AVENUE tiEAiTt1 ACi, CHAPTER 49,17 RCW, °-^~ CllRB (PAGE & BACK) AWWA AMERICAN WATER WORKS A550CIA> ioN PROPERTY LINE m ® G8 a CATCH BA51N ceNreRLI' , . ." "TY `TOTE WETLAND BOUNDARY -~- • . , - CoNC C ®" ~ ° CSTC CKU -r~cD Sc1RFACE TOP COUR5E Ttit LULA'i IC7N5 OF IXISTINC~ UNDERGROUND UTILITIES ARE WEf(ANDBUFFER ~~°•°°~°•••~°°^•°°r DCVA DOUB!FCNECKVALVER55EM6LY APP O vIATEONLYAN6tIAVENOTBEENINpEPENDEN[LYVERiFIED DIWO DIRMiTuZ BY7t1E0WNERORITSREPRfaEN7A71V€.TitEGONTRAGTORSf1ALL `----g-- PENCE DWG DRAWING DETERMINE Ti1E EkRGT LOCATION OF Rlt EXISTING E1TILiTlES FILTER FENCE °--X-FF --X---FF- EOP EDGE-0F PAVEMENT BEFORE COMMENCING WORM AND AGREES 7D BE FULLY ELEV EIEVAT!ON RESPONSIBLE FOR ANYRNDALL DAMAGES THAT HAPPEN DUE TO ~~ TP.EES ~ EX EXfS'CING rt(ECONtR4CT(~R'SFAILUf~TOlOCA7EFXACTLYANDPRFSERVE FF fIN{S11ED FLOOR I FILTER FABRIC ANY AND ALL UNDERGROUND UTILITIES KPPF A55UME5 Nfl RETAINING WALL ~ H FIORiZONTAL LIA6ILlTY FOR TI1E LOCATION OE UNDERGROUND UTILITIES. HOPE HIGH DEN57TY POLYET!1YLENE ---~---- OVERHEAD POVJERLINES HP HIGtI POWT ~;- o STREET LIGHT ~ A T~ ~t ~ 'iG ~~TE IE ELEVA710N NVER --SS-- S.T.E.P. LINE 5tEP ~ TtfEEX(571NGCllLTUW1lANDTOPOGRAPNiCDATASt10WNON o SEWER MANHOLE LP MAR LOW Oln+ MAXIMUM Tl1E5E DRAWINGS tiAS BEEN PREPARED, IN PART, BASEP UPON i INFORMATION FURNI5FIED BY OTHERS. W111LE TI11S INFOKMATfOty O~U SEtMER CtEANOkiT ~ MIN MUTCD MINIMUM MANUAL ON llN7PORM TRAFFIC GONTROt DEVICES 15 6EIJEVED TO BE RELIABLE, KPPF CANNOT ENSURE ACCUP~ftC1' - - - - , - - WATER LINE -- ° ° ~` " ` "" N NORTtI ANp Tt1U515 NOT RESPQNSIBLE FOR THE AGCUR4CY OP TtM1AT INFQRMA710N OR FOR ANY ERRORS OR OMi55141,15 WHICH MAY NT5 NOT TO SCALE GAVE BEEN INCORPORATEp INTO THESE DRAW(NG5 A5 A RESULT. ~x, WATER VALVE ~+ OD OUTSIDE DIAMETER ~ PSE POGET50UND ENERGY F9 WATER METER PVC POLYVINYL CIILORI6E F4LL SPEC4EICATiON FIRE HYDRANT arr QuAPdTIN DOUBLE Ci1ECK VALVE ~ R ROW RAD!u5 RIGt1T-0F-WAY PILL MATERIAL 5EiALL NOT GOMAIN PtTROLEUM PRODUCTS, OR RT RIGYIT SUBSTANCES WMGN ARE tVAZARD0U5, DANGEROU5, TOXiG, OR AIR RELEA5E VALUE S 50UTN Wt1lCH O7IIERWISE VIOWTE ANY STATE, FEDERAL, OR LOCAL LAW, 5D STORM DftA(N ORDINANCE, CEDE, REGULATION, RULE, ORDER, OR STANDARD. SLOPE ARROW ~~ 55 SANITARY SEWER SPOT ELEVATION 250 5' - ,~'4~8 ~ 5T STREET a30 A.. 5TA STATION STD STANDARD WALK PATH ~ sw SoUrH+r~57 _ O ORARY €KOSION 8 5€DIMENTA710N CONTROL CONGRE"CE SIDEWALK ~ ~ TYP ~IC A5Pl1aLT CONCRETE PAVEMENT v vER71CAL W WE5T1 Wfi7ER WS WATER STORAGE Uv5007 WASHINGTON 5TATE DEPARTMENT OP rRAHsPORTArION 1 ~~ ~ i I I k~ 1 I I ~ ~''y Ii I I i `N ,, ~i i --- ~---------;---~-~ _ __ I ~ld 1 ~u I I ~ I ! I !) 4 ( 3 i I I I I n I I I ~ I SW berry Voltey Ra d I m ~~ ~ I ! ~ ~ ~~~ I~ ,C ~I I c IV ~ ` ! ° I ! ~~ I . , ~~~ I tongm~re St SE ~_-~-~ y~' I i IL-JI ` f I 1'f I AN9dL~ SdTE j ~._a _-------1-- ViGiN(TY M~ N,s ~' ^T"'°~ "" TION OWNER I APPLICANT: TANOMATERRA PH. 3 8, LLC 4204 6Th AVE 5E, #301 LCEY, WA. 985Q3 517E ADDRESS: UNKNOWN YELM, WA 98597 PARCEL NUMBER= 78640000009 zoNING: MPC 517E AREA: 3.15 ACRES CONT~ __ i _ _ . ~.~ION PuOUCWQRKS CITYOPYELM I-(360)-458-&406 wATERSeRVICE: cITYOF'rE!~ i-taco)-asB-a4io SEN"R5ERV7CEr CITY OF YELM I -t360j-458-841 I TELEPI10NE5ERVIGE: FAIRPGIN7 1-(360)-45&7701 POWERtGAS 5ERViCE: P5E J -(360)-A59-1021 CATVSERViCE: COMCAS7 i-(800)-265-2278 u z ' ~ ~ i / ~ t O TE PLA ~ WASMNOTON C COOR61MAtE SYSTEM >" d ~ rnuRSTnNrAUNrYn~ , VFRT"'410A7UFA PRECISION NETWORK N. /029 ~ PERTIiUP,570N COUNTY h PReGS~oN tiErwoRx CONTROL P01' :;o.-~ 2LEVA1 =34@-. D RA VIN6 nF, .~a,„,~ v DtNLL9P1~lENi Rtl/IfWE E W orE , - rRF=,: 5t1Et~f_ ~ -n~ ! ,~~ ~i, . i , ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE t., TH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE' OF WASHINGTON 57ANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUGT40N, INCLUDING AYWA SUPPLEMENT TO DIVISION I 2, PRIOR TO COMMENCING WORK, i'nE CONTRACTOR 5ilAll OBTAIN ALL NECE55ARY LOCAL, STATE, AND FEOERAt APPROVALS AND PERMITS. 3. iT SHALL BE TtiE RESPONSIBIIJTY OP TnE CONTRACTOR TO HAVE A DOPY OF THE APPROVED PLANS, SPECIFICA710N5, AND CONTRACT DOCUMENTS AT THE GONSTRUCTlON SITE A7 ALL TIMES. 4. A PR~CON5TRUCTlON MEETING 5(1ALL BE H€LD WiTN THE CITY OP YELM CONSTRUCTION INSPECTION DEPARTMENT PRlURTO THE START OF CON5TRUGTiON, 5. ENISTING UTILITIES ARE SHOWN POR REFERENCE ONLY, EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. C+r ~~" s ' i`"ORM ~~~~ i ..~ e.t I ALL WC 'MANSNIP AND MATERIALS WIEL BE IN ACCORDANCE WITH THE CITY OP YELM PUBiIC WORKS STANDARDS AND 7NE MOST REGENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIE{CATIONS FOR ROAD, 6R1DGE AND MUNICIPAL CONSTRUCTION (WSDOT)APWP,). 2. TEMPORARY ER051ONNJATER POLLUTION MEASURES WILL B€ REQUIRED 1N ACCORDANCE WITH THE STORMWATERMANAGEMENT P(AN AND SECTION l-07.15 OF T;1E STANDARD SPECIFICATIONS 3, GO?APLYN4TH All flTHERPERMiTS AND RECtUiREMEN7S OF TnE CiTY Of YELM AND(OR OTHER GOVERNING AUTHORZZES ORAGENCIES. 4. APRE-CONSTRUCTION MEETING WILL BE I1EtD WITH TI1E COMMUN(Tl' DEVE60PMENT DEPARTMENT PRIOR TO R1E5TART OP can~STRUCT;oN. 5. Ail STORM MA1N5 AND RfTENT10WDETENTiON AREAS WELL SE 5 ,l '': P ~<ADE AND AUGNMENT 6Y AN ENGINEERING OR SURUtl'i; FIRM CAPABLE OF PERFORMING SUCH WORK. 6. STORK <AiNPIP€ WiLL MEET THE FGLLOWlN6 REQUIREMENTS: A FLAW CONCRETE PIPE CONFORMING TO THE R€QUiREMITiTS QP AA5tiT0 M 86, CLASS 2. B. REINFOR£ED CONCRETE PIPE GONFOP.MiNG TO THE REQUIREMENT OP AASHTO M 170. G. PVC PIPE CONFORMING TO ASTM D 3034 5DR 35 OR ASTM F'754 OR ASTM Fb79 TYPE I WITH JCJINTS AND GA5Y~T5 CONFORMING TO ASTM D 3212 AND ASTM F 477. D. DUCTILE IRON PIPE CONFORM1PdG TO TtSE REQUIREMENTS OF AWWA C 15 I , THICKNESS CLASS A5 SHOWN ON THE PLANS. E. tllGn-DENSITY POLYETHYLENE SMOOTH INTERIOR PIPE CONFORMING TO AASnTO M252 TYP€5 OR AASHTO M294 TYPE 5, WITH A GASKETED BELL AND SPIGOT JOINTS. F. ALUMINIZED 57EE! li€LICAI OR SPIRAL RIB PIPE IN DIAME7ER.5 OF THIRTY (30} INCHES OR GREATER, W1TN A MANNlNG'S VALUE OF 0.020 OR LESS. 7, SPECIAL 57RUCTURES, OEVWATER SEPARA70R5 AND OUTLET C^N' ?: 'r Witt 6E INSTALLED PER PLANS AND MANUFACTURERS Rt(:0 ~dDA710N5. 8. PROVIDE 1 RAFFlO CONTROL PLAN45) AO R€QU1p~D 4N ACCORDANCE WITH MUTCD TD 7hfE PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLANS MUST BE APPROVED PRIOR TO TIi€ START OP CONSTRUCTION. 9. CALL 7tf€ UTILITIES UNDERGROUND tOCATION CENTER AT I-800-4P4-5555 A MINIMUM OF iW0 (2) BU51NE5S DAYS PRIOR TO ANY EXCAVATIONS. 10. 1Frt1ERE CONNECTONS REQUIRE "FIELD VERIFICATIONS°, TFIE CONTRACTOR ~MLL EXPOSE CONNEGT(ON POINTS AND VERIFY NECESSARY FITTINGS TWO ill BU51N255 DAYS PRIOR TO INITIATING THE WORK. I I Fitt PWCEMENT'WLL NOT BE ALLOWED !N ANYOPEN CHANNEL U5~ FOR970RM CONVE(ANCE WITHOUT WRITTEN APPROVAL PROM DIE PUBLIC WORx5 DIRECTOR. SECTION 4, TO'~a, ~ 17 NORTH, d TU SON C~JNTY, I . ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE' ftf CITY OF YELM 57ANDARDS AND ti1E M05T CURRENT CO,W OP THE STATE OF WASHINGTON 57ANDARD SPECIFICATIONS FOR ROAD, BPJDGE AND MUNICIPAL CONSTRUGTICEN. 2. ALL WORK fN CITY RIGIiT-OP-WAY P.EQUIRES A PERMIT FROM THE CI1T' OPYECM. PRIOR TO ANY WORK COMMENCING, TfiE GENERAL GflNTRP,CTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING 7o BE AT7EIdDED BY ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTIUTIES, AND THE C(i;' OP YELM. CONTACT THE PUBLIC WORKS DEPARTMENT AT (360) 458-8410 TO SCHEDULE TnE MEETING. THE CONTRACTOR 1S RE5PON51BLE TO NAVE A 5€t OF APPROVED PLANS A7 TN€ MEETING. 3. WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS: POLYVINYL CnUJRIDE (PVC) PIPE (UNDER 4 INCH€5): PIPE MATEKIAL SHALL flE PVO ! 120, PVG (220, OR PVC 212Q AND RAVE MINIMUM WALL THICKIJESS EQUAL TO OR L€55 THAN (SDR) O'r 21, AND MEET THE REQUIREMENTS OF THE STANDARD DIMENSION RAT(0 W5D0T STANDARD SPEGIFICATION5 SECTION 530. i (516. POLYVINYt CH! ORIDE (PVC) PIPE (A THROUGH 12 INCHES): SNALL MEcT TtIE REQUIREMENTS OF AWWA C900, CW55 i 50 WALL TPIICYUJE55 EQUAL TO OR GREATER 1i1AN THE 5DR OF 18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30. I (5}A, POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 201NCHE5): 5{1ALL MEET THE REQUIREMENTS OE AWWA C905 WALL TFIICKNE55 EQUAL 70 OR LE55 THAN THE 5DR OF 18. DUCTILE IRON PiPE (DIP): DIP SHALL CONiORM TO AWWA C 15 I CLASS 50 OR GREATER, AND SHALL BE ill6-INCH CEMENT LINED AND SEALED iN ACCORDANCE 6VIm ANSI{AWWA C I04lA21.4-90, AND MEET THE REQUIREMENTS OP WSDDT STANDARD SPECIFICATIONS 5ECT10N 9-30.24 l ). 51X-INCH FIRE hYDKANT SPOOLS StlAL1 BE C(A55 52, 4. GATE VALVES SHALL BE RE5ILIEN7 WECGE, NR5 (NON RISING STE0.A) WITH 0-R1NG5 SEALS. UALVE ENDS SHAU BE MECHANICAL JOINT DR AN51 FLANGES. VALVES SFIALL CONFORM TO AVAWA 509-80. VALVE SHAt1 BE MUEt1 ER, M 8 N, KENNEDY, GLOW RMJ OR WATEROUS SERIES 500. €X75TING VALVES TO BE OPERATED BY CITY EMPLOYcES ONLY. 5. NYDRAMS 5t1AU-HE M d H RELIANT 51YLE 929 OR 129, MUELLER CENTURION, OR GLOW MEDAU.ION. HYDRANTS SNALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES 5f3ALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION (NOTE !), 7. ALL PIPE AND SERVICES Sf1A1L BE INSTALLED WITH GO TINUOUS TRACERTAPEINS7ALLEDI2"TOlB"UNDERTnEi GROUND SURFACE. THE MARKERSHALL BE PRSTIC NON-1 _,2,4DABLE, METAL CORE OR BACKING MARY.ED WATER 2-INCt(- UE MINIMUM, WHICH CAN BE DETECTED BY A 57ANDARtt METAL DETECTOR, TAPE SHALL BE TERRA TAPE "D" DR APPROVED UQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE {PAIGE "UF" SINGLE CONDUCTOR OR EQUALI, WRAPPEC7 AROUND THE PIPE, BR(kJGNT UP AND TIED OFF AT VALVE BODY ALL WIRE CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT, MANUFAG7URED BY 3-M OR APPROVED EQUAL. ALl LOCATORWIR€ FORSERVIGE PIPE SHALL BE £ONNECT€D TO THE LOCATOR WIRE ON THE WATER MAIN. 8. PROVIDE TRgFPIG CONTROL PLAN{bl A5 REQUIRED IN ACCORDANCE WIT31 MUTCD. 9. AIL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMEM 8Y AN ENGINEERING OR SURVEYING FiRM CAPABLE OF PERFORMING SUCH WORK. 10. ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WlTt1 AN EMBOSSED "W' U4 INCH INTO CONCRCT€. i I , CALL UNDERGROUND LOCATE AT ! -800-G24-5555 A MINIMUM OF 48 HOURS PR19R 70 ANY EXCAVATONS. 12. T'HE GITYWILL BE GIVEN 72 HOURS NOTICE PRIOR 70 SCHEDULING A StIUTDOWN, WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION', CONNECTION POINTS ~MLL BE EXPOSED BY CONTRACTOR AND FITTINGS VERIFIED 48 tt0UR5 PRIOR TO DISTRiBItTiNG SHUT-DOWN NOTICES. 13. AT ANY CONNECTEON TO AN EXISTING LINE WHERE A NEW VALUE IS N071N5TRlLED, THE EXI571NG VALVE MUST eE PRESSURE TESTED TO GiTYSTANDARDS PRIOR TD CONNECTION, IF AN EXISTING VALVE PA419 TU PASS 7nE TEST, T1iE CONSRAGTflR SHALL MAKE THE NECESSARY PROVLS(ON5 TO TEST THE NEW LINE PRIOR TO CONNECTION TO THE EXISTING 5Y5T€M OR INSTALL A NEW VALVE, SHOWN ON iti€SE PLANS AND BEFORE ACCEPTANCE OFALL ITEMS, 1~ , 1 mT, U.M. ;~ O 14. AFTER COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL. OBTAIN A "PUNCH LISP' PREPARED BY'THE CITY'S INSPECTOR DEtAiL(NG R€MRINING ITEMS OF WOKK TO B€ COMPL€TcD, ALt 17EM5 OF WORK SHOWN ON mES~ Yl.ANS SHALL BE GOMPLELED TO THE SATISFACTION OF TnE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVI510N OP SANITARY SEWER SERVICE. 15. A COPY OP THESE APPF,OVEI7 PtAN5 AND APPLICABLE C(IY DEV€LOPERSPECIFICATIONS AND DE(Ai15 SHALL BE ON51TE DURING CONSTRUCTION. 16. ANY REVISIONSMADE TO Tt1E5E PLANS MUST B€ REVIE4vED BY THE pEVELOP€R'S ENGINEER AND THE CITY OFYELM PRIOR TO ANY iMPLEivfENTAT10N IN TnE FIELD. TH€ G1Tl' S(1ALL N016E R€SPONSIBL€ FOR ANY ERRORS AND{aR OMI5510N5 ON THESE PLANS. ~~ uNi~. ~ ~ ~ ~ ' 1~ +D I tl~,~ I , 1 i. ALL WORKMRNSHIP AND MATERIALS SHAM BE IN ACCORDANCE W[TH CiTt' OP YELM STANDARDS AND TtIE M057 CURBENi COPY OP THE STATE OF WASYIiNGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CON5TRUC7{ON (WSDOT/APWA). 2. ALL APPROVALS AND P€RM!T5 REQUIRED BYmE CITY OF YELM SNAIL BE oBTAINEO @Y 7NE CONTRACTOR PRIOR TO THE START OP CONSTRUCTION. 3. IP CONSTRUCTION 15 TO TAKE PLACE IN TNF COUNTY RIGHT-OP-WAY, THE CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALLTtIE REQUIR€D APPROVALS AND PERMI75. 4. A PRECONSTRUCTION MEETING SHAM BE NE2D WITH THE CiTY OP YEtMPRt0R707HE 57ARTOFCON5TRUCTiON~ 5. THE CITY OF YEtM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS SN ADVANCE OF A TAP CONNEGfION TO AN EXISTING MAIN. A CITY RE~5ENTATIVE StfALL BE PRESENT AT T!1E TIME OF THE TAP. 6. THE CONTRACTOR SHALL B€ FUU.Y RESPONSIBLE FOR 711E LOCRTION AND PROT€GTION OP ALL EXISTING UTILITIES. Tl1E CONTRACTOR 58ALi VERIFY ALL UnUrf LOCATIONS PPJOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT I-8fl0 424-5555 A MINIMUM OP 48 HOURS PR10R TO ANY EXCAVATION. 7. SIDE 50NER SERVICES SNALL BE PVC, A57M D 3034 SDR 35 WITH Ftf-Xi6Lf GASK~fED OR 50LVENT WELD JOINTS. 8. AlL PL45TIG PIPP VD SERVICES SHALL BE INSTALLED WITH CONTiNU0U5TR~ ER TAPE 7N5TA1LED 12°T018"UNDERTfiE PROP05ED FIP BGRADE. THE MARYtiFR SHALL BE PLASTIC NON-610DEGRA 9LE, META1 CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED Bl' A STANDARD METAL DETECTOR. iN ADDiTK7N, STEP 5Y57EM5, AND FORCE MAINS SMALL BE INSTALLED WITH 14 GAUGE DIRECT-BURY RATED COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY, TAPE SHALL 6E TERRA TAPE "D" OR APPROVED EQUAL T8E TAPE AND IMRE SHALL 6E FURNISHED BY THE GONTRACT(7R. 9, ALL BURIED POWER FOR STEP SYST€M5 SFIALL BE INSTALLED WITH CONTVNUOUS TRACER TAPE IN57All_ED 12° ABOVE THE 6URlED POWER. THE MARKER 53tALL BE PLASTIC NON-BIODEGRAC}ABtE, METAL CORE BACKING MARKED "POWER. TAPE SNAU BE FURN15HE0 BY CONTRACTOR. I0. BEDDING OF THE SEWER MAIN AND £OMPACTfON OF THE 6At;KFlLL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH me ABOVE MENTIONED 5PECIFVCATION {SEE NOTE I ). i i. TEMPORARY STREff PATCHING 5FIALL BE ALLOWED POR AS APPROVED BYTHE CITY ENGINEER. 7EMPORARYSTREEf PATCi11NG SNALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CDNCR~CE G01D MIX. CONTRACTOR StIA1L 6€ RE5PON5iBLE FOR MAINTENANCE A5 REQUIRED, 12. EROSION CONTROL MEASURES SNALL BE TAKEN BY TFIE CONTRACTOR DURING CONSTRUCTION TO PREVENT INFILTRATION OP EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. f 3. PROVIDE TRAFFIC CONTROL PIAN(5) IN ACCORDANCE WlTli THE MANURE ON UN{FORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 14. Ir SNALL BE mE RE5PON51BIUTY of rn€ coNrRACrOR rD HAVE A COPY OF THESE APPROVED PLANS ON CONSTRUCTION SITE AT AU. TIMES. 15. ANY CHANGES TO THE DESIGIJ SHALL FIRST BE REVIEtNED AND APPROVED BY THE GTY OF YELM. 6, ALL STEP MAINS SNALL BE HYDROSTATICALLY TEST€D IN CONFORMANCE WITH THE ABOVE-REFERENCED SPECIFICATION TOR TESTING WATER MtVNS~ (SEE NOTE I .} IN ADDITION, ALL STEP MA1N5 SHALE. BE PIGGEDtCIfP,NED !N THE PRESENCE OP THE CIIY INSPECTOR PRIOR 1'0 PLACING STEP MAIN IN SERVICE. 17. PRIOR TO BACKFILL All MAINS AND APPURTENANCES 5HA1L ®E INSPECTED AND APPROVcT7 BY THE CITY OF YELM. APPROVAL SHALL NOT REUEVE THE CONTRACTOR FOR CORRECTION OF A(v'Y DEFICIENGlES AND)OR FAILURES A5 DETERMINED BY SUBSEQUENT TESTING AND iNSP€G'TIONS. IT SHRLL 6E 7ttE CONTRACTORS RE5PON51BIUlYTONOTIFYTNECITYOFYELM PORTHEREQUIRED INSP€C7IONS. 18. PUMP CONTROL PANELS SHALL 6E LOCATED ON GARAGE WALL OR REMOTE PD57, UNL£55 OTHERWISE AUTHORIZED BY7nE CITYOF YELM 19. IN THE EVENT TtfAT THE DEPARTMENT OF LA@OR AND INDU5TRIE5 OR THE CITY SHOULD REQUIRE A SEPARATE °ON-OFF" SWITCH CONTROU NG POWER TO THE PUMP CONTROL PANEL, SAID 54JITCH F M T KAB R NAV A LOCKING COV_ TO HOLD AN U5 BE LOG LE 0 E R OLYNIPUSTYFE BP125, 30MM PADLOCY. 20. INSPECT40N5 FUR UN51TE STOP INSTAtLATiCM!5 ARE REQUIRED. A 24 HOUR NOTICE 70 THE 5€WER DEPARTMENT 15 REQUIRED PRIOR TO THE INSPECTION, ITEMS NEEDING INSPECTION AREr A) TANK INSTAIIATION, IE; BEDDING AND LOCATION B) TANK INFILTRATION, EFILTRATION TEST C} 5.5, PRESSURE TEST D15c"RlL1CE UNE PRE.55URE 7E5T E) FINAL INSPECTION 2 I . ALL LUMBER (PLNNOOD, ETC.) USED TO MOUNT EI'tI1ER PUMP CONTROL PANEL OR POWER MITER MUST BE PRE55URE TREATED. I. RLL N 6AN5HiP AND ,--ER3AL5 SHALL BE 1N ACCORDANCE WITH CIT'(OF' I M STANDARDS. AND THEM ) ;ENT COPY OP mE STATE OF WA5I11NGTON STANDARO SPECIFIGAT30N5 FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. 7tiE CONTRACTOR SHAIt BE RESPONSI6lE POR ALE TRAFFIC CONTROL IN ACCORDANCE WITH MLtTCD. PRIORTO D15RUFT10N OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SNALL COMMEPiCE UNTIL ALL APPROVED TRAFFIC CONTROL 15 IN PLACE. 3. ALL CURE AND GUTTER, 5TR€ET GRRD€5, SIDtNIALK GRADES, AND ANY OTHER VER1iCAt AND~OR fi0R1ZONTAL ALIGNMENT StIALL BE STAKED BY AN ENGINEERING OR SURVEY[NG FIRM CAPABLE OP PERFORMING 5UCl1 WORK, 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE ES9-i IN ACGORpANGE WITH TH€ STANDARD SPECVFICATION5. T'riE NEW ASPHALT SHALL BE PEATtIERED BACK OVER EXISTINGTO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT9EAL€D WITH GRADE AR-4000W PAVING A5PI1AiT. 5. COMPACTION 6FSUBGRADE, ROCK, AND ASPHALT SNALL BE IN ACCORDANCE WITH THE STANDARD SPEGIF(CATION5. 6. SUBGRADE VN$PECTtON 5nA1 L 8P P~ORMED SY AN APPROVED TESTING t1RM AND PERMS SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER 6EFORE POURING CONCRETE 7. CERTiFICAflON A5 TO CONFORMANCE SHALL BE PROVIDED TO TNf CITY PRIOR TO ACCEPTANCE OP WORK: 8, T{1E GONTRAGTOPJDEVEtOPER SHALL FURNISH AND INSTALL All PERMANENT SIGNING. h ~RIZONTAL CONTROL I WASfiiNGTP" """` P" J COORDlNr:.: ~tE. f s 71iU•9706 ; ; VERTICAL DATUM PN`~f51C'... P _Vb 29 PER THURSTON i'AUt` PREG191ON NE'UM ~.. CQN1'ROL P. ELI SIB _ NPR - YVF -- e„ 0 N ~d~ ~o~nz II c' N ~r~'` ~ ~ e v M c '~ ~' o `~ „~ tr, y ~o~ t ~q k ~a ' s..; ~" r1 I ~~ m c~~~ ~~~ 4m v o_. m c ~ ~ U ~~"~ 0 s u zl C7 ~_ ~ ~ 0 E- tt ~ ~ ~ ~" ® ...V C~a1 SH T ° OF 15 SECTION 4, Tt;L..,~ 17 NORTH, NE 21 EAST, UU.M. TRSTC.~ COUNTY, ~lSION 1 ~~~ ~ me, ~~ ~ ! i I ~ ~ 1 L ~ E •'~ /, ~ ~~ TERRA vALLtY `~ ' ; ~ 1 } 1 _ _ TERRa ~ALLer GoLP,~ COUNTRY CLUB ~ ~ ~ - ~ ~ ~`~ 1 ~ 1 t ( ~ ', ~ SUBDIV1510N 1 ~ ~ PARCEL. #21 Z"64440200 i ~ `~ a L ~ ~ ~ ~ ~~ ~ ,, '1 ~"0 _ ~ .~..~ , ~ ~ ~/ ~ ~. 0 1 ,_~ -e-`~---max X x- _ i 1 a ~ ~ ,~w, _. ~ .f \~, .., ~ ~. I -~. , k---4A-=rX ZZX~~-,:r"_X-X-x-} X---X----X~,-`-X- ~ ~~S 01 °35'209~W tP16.78 ~ `~ `~ ~,. 0 r S 0 i °~5 20 W 665.t'te3~~ O p ~ % © 0 ~~~, .w .,<~ f ti m ~r/~~,,~'' 0 Q` `V C n +~ 1 a 0 (~ ~_ _ .,gyp 0 .,.~ r 0 ~'~ 0 ;<!N -.-r ,~'~ tar 1s ~ ~ ~ ~ 06 ~f7J/ ~.• ~J~' .~~ ~ n ~ _ r °4 ~(~~ Q ~ ~J /(J I "i ,` ~ ~ f i a:~ L ~V I t~ L - ~ /i /l~ ° ~ J`~ I ~ t ~ j i L `l\ l ~ ~~ ?`.'J 44 ~kS 2 SO f ~`' `~~. ~~ ,, ~r ~~.~ ~ (~ ,'~ ~ ~ '/ ~~ L 1 ~"' i E ,.._ _......,~ ~ WETLAND ~k ~ ~ ~ ~ ~ ~ .:~, ~ ~ SAN ~ ~ ~ ~ 3 ~ 9 v BOUNDARY ~~" `'^ »~~'~~~ ~ 1i: ~` ~ \ ~~ .. ~. ~,w ~ ~`~\ e'Inu~wcaz j L / ' / ,~' { WETLAND e rnw6N'L i i I ~i n~ ;z ! BUFFER ~ " n rr~37.50 ~ ~ \ .~.% ~ ~ f ~' ~ ~ ~' ~ "" ~~ ti 1 ~ ~ ~'~' ~ L29 ,/ / ,m ,ov. ,°. m ,°. , vIg'~~, ~~~~ ~ ~ L,lA~,D6UPFER _.._ { ~ ,u, ,~ r' ~..~..,„lJ ' rnoM~oN cREEK,'~NO A550ciArED ~ V 1 ~ L ~ ~~y. _ ~~ ~,,~,`.~°,```~., 1 412fU1ND5A9DELINEATED6YCOOT ~ ~ -'% Sp~>~ ~ ~ j COMPANY IN MARCH OP 2005 I ~ `"~' ~ €9¢ ," ~ ~_ ~ ~ I ~ ,,~ ! L27 ~• r t I w..=" WETLAND ~,p' ~~ f ! /iC ~ + ~1 {~ ~~ r lz yy~°""" ~nUNDARY:" ~ „~ ~I ~ Y1 /` „~ 6i ~ -r`~'~ ~ ~~ ~ ~/ f ,~ ~; ~~ .~ ~ ~ ~~ I 1 ~ I .. ~ ~" ,u, ati '~ 1 ~ ~ ~' ~ f .~ ~L OPEN SPADE! PARK OEplGA7ED 70 i ' / 7Ai10MA TERRA hi0ME0WNER5 o% ~ ~ fr, A550CIATION. PARCEL# 7b64(7000014 flj ~ r ~ /~ PROPERLY LINE 20. a .w .e ,~, ~:, a. ~, ,e s. s. °a CS >L ~ Ctt ~~ ~ NN ~ t` WN K~ w ~~ ~~ f/~ ~ "U 1 f .u. .G .4. i ~ ; _~0 p~ sn 100 ~ ~ ` e ! s S .._E ~~ ~-. ~~ LIME TABLE N0. BEARNG D15TANCE L I S O I°35'20" W 143.44 L2 S 22°46 I5" E 32.67 L3 S 04°59 55" W 63.79 L4 S 02°24'44" E 76.34 L5 S 8° I b'27" E 68.73 L& S 9°5620"W 72.00 L? S L3°3752" W 19 95 L8 S 01 °35 20" W 40.3: 19 S61°5131"W 9.94 L10 552°2436"W 53.47 L i l S b9°2 128" W 60.56 L 12 5 67°5709" W 61.01 LI3 S 60°5654 Vt' 61.130 L 14 5 71 °0000' W 50.52 L 15 N 60°59 I9" W 46.35 t.l 6 N 79'2149" W 29.00 LI7 5b9°1055 W 28.47 116 559°4420 W 48.1 L 19 N 74 22 db W 67.97 !20 5 (k7 03 32 W 36.39 12 i 5 46 a5 54 E 32.36 L22 5 56 4! 30 E b0.81 L23 5 33 5222E 52,56 L24 S 77 47.36" E 29.58 L25 S 57 47`53" E 4 F .44 l26 5 29°26'00" E 77.6 L27 5 C3°35'29" E 46.97 12B S 40°01'55" E 79.64 L29 50)°0952 W 101.53 L30 5 46°3629" c 48,97 L9 I N 14°46'04' E 42.67 l32 5 58°5 i `48" E 105.45 133 S 00°54'58" W 46.59 L34 N 68 21'27" W 70.00 a '• N h I t n~ S ,~ b r L° ~ ~ ~~~,~ i N ~`~ ~ O z ~ 2 0 ant O c r ~ oq C> ~~ z ~~~~ 0 Z 7 z 40 ~ ~ ! . ~ o ~ LLB ~ ~ ~ ~ O itOR1ZOPiFAi~CONTROL 7 WASHINGTON 57ATE PtANi COGRDINATE 5157 P G ; V iNGRSTON COUMY I ;N VpRTiGA1 DATUM PREG!510N NE(W01 ~C NGVO 29 [~ P~RTnuRSrnN cou~rrr n{cn PRECISION NERMOPK CQN7Rni pGjNT No.m 837 E 4 .. I-3~,., £ a„ DRA W ING 8Y _ _ GATE. p e p ~ i LI /t LEEK 0 b " ,. 0 5NEFT ~ r°la i <`d SECTION 4, TO~INSHI 17 NORTH, NE 21 EAST, . TUSTO COUNTY, kNASNINTO :._;-~ °, %~ ~~. e~, ~~\ ` \` iI '~ "\ 1 ~ ~~~~ o. °~ ~\~~ X ~~ ! ~. ~.-..-_ .~ 1 ~ ENTR,4NCE „~.. G3, I ~. Ti;RKA VAi.tE`(`~ ~ ` 1 I ,~ SUBDIVISION \ ~. ~ ~ 1 ~ _.,. ..... _. ~;y `fX~'j~X-~j---X-~C--R---X ~ X---X--~}-X-~ ~ ~~° ~ I ,~. >~ ~ ~. I ~ j ~`. ;fin-~ `~ ~ ~ ~ ,~"Y" ~r~ ~ ~ ~,` ~ °~ ~ ~ al~~ ~ J ~' ~' ~ ~ ~~ ` ~ 7~R '.~ __~~ ~ ~~ ~_ , 1~ ~~ } ! -_ l ~ m 1 ~ ~ ~ ~ ~~" ~ _ _-~ I 1 j I ~ ~ ~.. __ ~ ~ ~~ _ 7 i ,' l It i TAhOMA TERRA i OOLP ~ cOUNTkY CLUB,% i . j. V j~ PIL ~ ~aa~, ~ ~ i ---- j ~~1 ~ ~ ~~ ~,r ~~_% ,' C3. ~ F~ ° t" ~ / ~ T'~ ~$ ~~ ~ ~ !' /~ . ~ ~ 1 ~~ ~~.`~ ~ ~~ ~ ~E,7 ~ C~ °/ ;~ ~ I l,! ' ~~ ~ f..._.~ ~e I r .~~~~ `. 4 \ ~- t ~ T310MP50N CREEK AND A550GIATED wer~ANDS As DEUIaEATED BY caor COMPANY IN MARC{1 OP 2005 :~~ w. ~~~ ,~ GI i! I~ ~1 is ~1 1 1 ! ~ ~ ~°`t' ~~ ~/~~ ~a. BUILDING #3 ~' I 1 / ~„ ~ 1 ~ ~ ` ~ ~~ >' ~~ ff~'336.50 "~ ~ J I ~' ~ ~`"`"`' t ~ j ~ l \ ~ / e t I ~ V '~, ~~~ ~ 1 \.'~ ~ ~-~ 1 A~ .\ ~ ~~ ~y~ ~' >~ 1 " t C~ I d % r J `` ~' .~~ ~ ~ ~ ~ ~~ ~~ t ~~ 1~ ~~~ ~ B~IItDiNG #2 ~ k"'~ ~ a-''~~~ r'~~ e ~ tit ~ ~ ~ ~' ~ P~ = 337.00 ~ r, ~' ,~,~.~ ~... ~~ \ ~ ~~ / t ~ ~. ~ ~~0 ` ~ `, ~~ L-'I .0 ~~~ 'I ,-~~ ~~ ~' ,,`~~, Pare~Paa~IC z ~. ~'~ 1, 1 ~~ Ii ~ I ° , I~ ~~ J j ~ .% ~~° ~ ~~ ~ ' ~ ,,,°',~. ~ ~~ ~ i ~ '~ ~ ~ ~ t I ,,.a'°r ~ `gyp; ' >~ ~~. ~i~ ~~ e ! ~ I 1 ~ /~ r~ ~ ,~ ~, `" 9 ~ a r i ' >° ~ TeMPaYird~eRCePro~' 3 i s a' ~~' _~~ ~ N n ~u O N CG wMS Lµ'4 ~~'°~ x o"-~° v~ 0 u ~ m ~~y~ ~ o ~ ~ ~ o <m ~ ~ a~ 0 ~ ~, oylln o ~~ +~ J ~ i~ ~ ~ 3 = 5 J ~ ~ ~~ ~ ~,, C}PEN SPACE/ PARK DEDICATED TD TAHOMA TERRA I10MEaWNEP.S A55QCIATEON PARGE€ 78640000014 ~< ~ "~` ~< ,~ vii 5 ~ t k r o f ~ ~ ~ >° ~ ~ ~ # ~.,~ ~ I i jug ~ ~ ~~FF f ,~ r ~ ~,,...,~. ~~ xnc ~Ili~ ,~y I ~ ! ,/ / ~ /~ ,~"' ,~~ ~ i I ~~ t ~ ~%,'.~ / ~ • . ,t ~ ~ or QPEN 5PAGE! PARK ! / ~ f 1 ~ ( i } r I ~ ~~ ,~.. C~ ~~d ~ : / r DEDICATED FQ 7AH4MA TERRA noRizc~~ra~ c:>N .. I ~ ~''°X~ j s,~Y l ~ l r ~' NaMEQWNER5 A55C7CiA7laN L wn~ni;~crc~r~ srnre p~ ," ( I 1 ~ ~ ~`~°`~ r ~ ~~ ~ ,/~A'~l ECK 4 PARCEL; 7864Q0000 f ~ ~ coo~oiwb~€ svsle~U r ! r J ! ~ ~y~ ~ j /DAM 3 C3.1 y_ ~ a 3Q no ~ . riu~s*on! cauNrr mn~ pp I / I ! il~c. '~` VERTI DAR1M °nECICION NE7WC ~ ~~~ ~ ~ / ( SGALE i PEft 7nUR570N COUNTY nlGn l 1 1; I ~ d~ / ~ 1 f j r :~ j i ~'~ 1 ~ ~ ~ /-j~~ f t '~ % i r, ~ ~._ ,'~ / j / ' / Y / vier. ,~0~ ,d~ ~r~ ~ ~ ~ "q ~ \V +< j ,, ® 1 ,~~ ~ ~ ~ 6 8~ /~ ~ ~L~ iilN=3~ t35 ,tlu. ~du. u~ ,~." 8Y. _ CCVPlAPMI _ ]( ER APPkC7VAl fl,'PIh',a,$ C7 t11 tr .19 si~~er ~ aP ~-~ ~~f~ ~~o T.Y~v~~~ ~7 T, 2~ ET9 .. TVT l1TY, WASHINGTON -EDGE OF EXISTING PAVEMENT COIVSTF I ~ ' dTRANCE NOTES: EXISTING I . MATERIAL SF LL BE 4 INGN TO 8 WGN QUARRY FRONOTAGE ~\ /~ SPACES AND MAY 6E TOP-DR€55ED WITIi 1 INCH TO ~~~}N, 3 INGi1 ROCK. (STATE STANDARD SPEGIPIGATIONS ~ \ SECTION 8-15.1 a= R = 25' MIN..----i 4"-8"QUARRY 5PALl5 r.I CTiON ENTRANCE DETAIL SI,ALE: N,1,3, PELTER FABRIC MATERIAL 60" WIDE ROLLS -USE in 2" X 2' 6Y 14 GA, WIRE RINGS 7d A1TACi1 TU ~ FAeRIG f ;EQUIVALENT WIRE FABRIC ~7 >~ "~~. ( TONG b ~I q ~rc r o~ TOM OP FICA - ~ MATERfAI IN 8° % 12" Th ;n-"~ f N 6' M,AX. `~ ~° X a° Wdo~ P05T5, srANOAer, OR BETTER, ORSTEEC PENCE PQSr FILTERFABRICMATERIALMIRAFI ~`~~VIEUJ ~PROP.LINE 100 NS OR EQUIVALENT ~ 2' M7N. 2" X 2" 6Y 14 GA WIRE PA6RIC OR EQUIVALENT, AFFIX TO P05T I PROVlDE3}4°-I I(2°WASHED ~ ~ ~ G9,AVEL 6ACKFILL IN TRENCH ANO J ON BOTIi 53DE5 OF FILTER PENCE ;1P N FABRIC ON TI1E SURFACE C 2° X 4" WOOD POST OR STEEL FENCE P05T 8" SfDE VIEW ~ FILTEf' ~" " ~'rNCE DETAIL SCALE= N.T.B. THE ROCK PAD SHALL B€ AT LEAST 12 (NCtiES T11IGK AND 200 F€ET LONG. WIDTN SHALL BE TtIE FULL WIDTIi OP 1'NE VEHICLE INGRP55 AND EGRESS AREA. ADDITIONAL ROCK SHALL 6E ADDED PERIODICALLI' 2 TO MAINTAIN PROPER FUNCTION OF Tt9E PAD. IF TtiE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM TtiE VEHICLE WHEELS, TPIE WHEELS SHALL BE t105ED OPF BEFORE Tt1E VENfG~ ENTERS 3' A PAVED STREET. Tt1E WASHING SI1ALt 8E DANE ON A AREA COVERED WlTii GRUSriED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION 4' FAGit.l'fY OR THROUGH A SILT PENCE. ~~T~~: I . TtIE FILTER PA6RIC 5t1AlC BE PURCi1ASED M A CONTINUOUS ROLL GIIr TO TtiE LENGTH OF Tt!E 6ARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE NECE55ARY, FILTER CLOTH SHALL HE SPLICED TOGETHER ONLYAT A SUPPORT?OST, WfTIF A MINIMUM SIX-INCH OVERUiP, AND BO'fti PNDS SECURELY PASTENEDTO THE POST. 2. Tt1E FILTER FASRtG FENCE 5t1ALL 6E IN5TALLED TO FOLLCW THE CONTOURS (4tMERE P€ASiBLE). TI1€ PENCE PASTS Si1A1L BE SPACED A MAXIMUM OP 51X PEST APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OP 30 INCi1E5). 3. A TRENCH SHALL BE EXCAVATED, ROUGt1L'l EIGHT ;NGHES WIDP AND TWELVE INCHES DEEP, UPSLOPE OR FACING 70WARD5 DEVELOPMENT 53tE AND ADJACENT TO THE WOOD P05T TO ALLOW Trip PfLTER FABRIC TO BE BURIED. 4. WHEN 5TANDARD 5TR5NG7ii FILSER FABRIC IS USED, A IMKE ME5ii SUPPORT PENCE SHALL BE FASTENED SECURELY 70 T;1E UPSLOPE 53DE OP Tt1E POSTS U51N6 MFAVY-DUTY WIRE STAPLES A7 LEAST ONE INCH LONG, TIE WIRES OR I10G RINGS, Tt1E WIRE 9`IRLL EXTEND INTO Tt1E TR€NCY A MINIMUM OP POUR INCHES AND 511ALL BE AT LEAST TWENTY POUR INCHES AND NOT MORE TI1AN Tt11RTY SIX INCIIE5 ABOVE TFIE ORIGINAL GROUND SURFACE, 5- rNe STANDARD STRENGTH FILTER PA6RIC 5t1ALl BE STAPL ED OR WIRED TO Ti1E FENCE AND TWENTY;NCt1E5 OF TtIE FABRIC 5t 1ALL 6E EXTENDED INTO T!-1E TRENCri. FNE FABRIC St1ALC NOT E(7END MORE Tt1AN 7111RTY SIX INCt1E5 ABpYE TtiE ORIGRJAt GROt)ND SURFACE FILTER FABRIC SNALC NOT B€ 57APLED TG ExfSTING TREES. 6. WiiEN EkTRA-STREN6Ti1 FILTER FABRIC AND CLOSER POST SPADING ARE USED, TYI€ WIRE ME5!i SUPPORT FENCE A4AY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS 57APLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD STRENGTH NOTES ABOVE. APPLYING. 7. Tt1E TRENCH Sh1ACL BE 6AGKF[LLED WITH 3/4 INCH MINIMUM DIAMETER WA9f1€D GRAVEL, 8 FILTER FA6RIC FENCES SHALL BE REMOVED WHEN TNtY FIAVE SERVED THEIR U5EFUL PURPOS€, BUT NOT BEFORE 7N€ UP5LOPE AR€'A HA5 BEEN PERMANENTIYSTA61l1ZED, o ~ il``_~. -~, 9ECTI4N A-A b 1 ~ Y ~~ O IAP~ _ +~ s m Y - ORC ITCH t cT30N B-e °~~ "". ""°~`K DAM DETAIL ~ s~ _E: N.r:, OVERFLOW SPILLWAY ~ 6' MIN. WIDTH ~i NATIVE 501E OR COMPACI~ED BAGKFILL-- ~ 'N, f 2" DEPTFI, 7_° 4" ROCK 6EQTEXTILE--~ -MIN. 12" DEPTH, 3I4'-1.5° WASHED GRAVEL r '"'{ DAM Nt~TES: I ROCK CtIEGK DAMS SNRLL 8E OF 2" TO 8" PAC€, SOUND QUAPRY ROCK. 2. ROCK Ct1ECK DAM5511ALL BE I' NIGH IN itlE CENTPR AND A MINfM(tM OF 0.5' tli6HER ON TIlE SIDES. 3. CFIECK DAMS 5tiAL16E TOED IN AT THE BASE A MINIMUM OP 0.5' TO PREVENt ER0510N 4. CNEGIC DAM5 511ALL BE CON57RUC1'ED IN SUCN A MANNER Tt1AT THE ROCK 15 FIRMLY PLACED WITH A MINIMUM OP SPACE @ETWEPN ROCKS. 5. THE FACES OF THE DAM StiALI BE SMOOTH WItN NO ROCK5 PROTRUDING MORE THAN 2", DITCIi SLOPE CHECK DAM SPADNG 0 - 5% 150 PEST I 5 - 10~ i 00 FEET 10°I - 50 FEET 5l1RFACE AREA DETERMINED AT TOP OP WEIR d Y P tv N. OVERPL04Y _ _._ _ . _ 1'MIN RG~K " ~ ~ `~ { I' MW. GRAVEL ~ "-- RIPRAP ~~ ~ _ 'f m (n z _ g DI5CtIARGE 70 5TABiLIZED CONVEYANCE NOTES OUTLET OR LEVEL SPREADER I .POND M,4Y BE FORMED BY BERM QR BY PARTIAL OR COMPLETE EXCAVATION. 2.5EDIMENTATION POND 5t1ALl HAVE 3: I IENGTtf 70 WEOTN RATIO. 3. SEDIMENTATION PQND SHALL NAVE A FLAT 6©TTQM WITii I ,506 S.P. MIN. SURFACE AREA, A. TO AID IN OEfERMINING SEDIMENT DEPTH, ALL POND5 SHALC I1AVE A STAFF GAGE WITH A PROMINENT MARK ONE FOOT ABOVE THE BOTTOM OF 7NE POND, MAINTENANCE STAN6ARD5 I .SEDIMENT 5t1ALt 5E REMOVED FROM Tt1E POND WHEN 4T RfACtfE5 t 2" IM DEPTH. 2. ANY DAMAG€ TO 7ffE POND EMBANKMENTS OR SLOPES SI1ALl 6E REPAIRED. GRA55 dR ROCK ...e-.-.., ~,Nc (/'~"~~ ®i ~ v 3 x 0./ ~T05CALE _ r w.__...' ~ aowz~NrAL coN= Tc WAStItN610N STATE ~ LAN 1 GOpRDINATE SYSTEM f ~ Ll TI1UR57QN COUNT": ,.,_ VERTICAL DATUM PRECISION NE(WORK N~ 'D 29 PEI it i~STON CC P SI JNEC'e~~v'K E _ o~ ,u 0 o' ' ~~J. ~> ,; a, 'ire d ~: a -i~ i ~'~ '~~, & ' N 1 s r~ ~ ~u 5 ~ N b~ m 0 e z~~ w ~ O d`m v m 0 m o CD z ~ m a d = n 0 ~o Ei U3 ~o U :' ~ i ~ {f~ ~" °~ LLJ pp~ 4d Gv.1 Sii°=r F OP 4d im SA~V b"°Y; ~LdY&dY~~• ~ ~ t kdf t9 tl LB.~.6. b~ b.d lbd~y Mi.tV 0 u7 K :~~~- NQTE; ~ UNDISTURDED 5U86RAOE `ALL 0(MEN510NS ARE NON-WOVEN GEOTExTlLE COMPACTED FABRIC, i0P b 516ES, DEPTNS(85%DEN51fY). MIRAPI f60NOREQUAL. ~ ,:.T,.~.~. ~' .V 5CA1z: N.t.S I I5~ ®~. S, E9GE ARGUNb i _,,,, ~ ~ BAC.w CAMEL B OOM 6INISH ypEWAtX ~ PI.AN7ER S7Aip 3' MdIN (kS FE0.) ~"--`.-~.d ~ ~e ._ ~V d' ANN. . ~ .sa..c {, NOttS 7, rva.wwu~ wss ed a. y~ pp~p~~ 2. i~ - ' .... ... L.. JRE 3. $C' b ~ !t j~ t%CIE #Y jA' DCEP. iM °' t P` Vd }NtiM, A L~IEEIIUOMAt 5C~E 1 w b 9E AiptiB CC4ftER CA WA!#. a. ¢mAxS~aw ro , ~, BB aNSruLeo ~ cuaa ANB GUFTER AND ii CALK A7 pC Atq pT At ALL CURB flENdNS E h~v ~ ,~RF7$ $HA1L BE ~pL,ACED IN Sb£WALK AF $' ' LOGAilUN5 AS Mb'sE ~ tllRB AI$,t BITTER 14NEi dk1K {$ AI}JACEtIi iQ {~pg Aid po-T1ER, UNLESS OtNEiYh& DiRBG4E4 8Y €NCaa$aa. C~~~N~ ~~~C~~~~ SIDEWALK APPRDVeD E7WG. N0. nueuc vrQreKS o~BBTaa nATe 4-11 4Ga•ii.tlY~i S-C ~ S-C ~ S-C~ i _A GTiO 10'_0" '' i' curL~aweo cur~saw~ I JOINT JOINT-~~ i I I U ;, I' -- -. _. _~__ .._~~ ~. i ~It3 BA ~#3 6A. ~ J"TION ~ c NON-SHRINK GROUT U5E0 TO ATTACFI 711E ?RECAST CURB SHALL CON5151 OF 3: i SAND AND CEMENT. GROllT TO A OEPTII OP i" eROM 711E TGP OP TtiE BUMPER. `L. COCATIOIV5 POR NiF~EPh?OLES, AND V-5LOTS SNAL4. BE IDENTIFIED CN TI1E CONTRACT DRA.WiNG5, 3. CONCRETE SFIALL I1AVE A COMPP.E55IVE STREN6TIi OF 3000 P5f AT 28 DAYS, SCALE: ~v.T,S. 0 L9 STEP DETA6L `~../ ~~ .~. d...5. 20.G0' ~BF GLC 4 ' rPRP. aF-rr Nc Iee157GP5 i ' DLw~PSTLRE~.:,L05URE ~._ ~-- -` Y;LE ( ~ r. AMAIN R5 - v I L -- i ~ CARDBOARD ~ r o I I I ~. u~ DUMP57ER ^I d I ~ S I ~ I . .G. I i ~- L___®_____~ L______J f " I O.t30' --• (' E ~ ~ GALVANIZED P05T fit' / ~ ! ~ / ~ t / I ~ 1 ~ Y ~ l j/ I ti 1 S ~ ~ ` T i 1 I TT L 1 ~ L~ -DRILL ASP11AL7 PCR CANE BOLT FORGATE IN 155° ~ Ll OPEN P051TIGN, TYP. ____- 1 DUMPSTER PLAN SCALE: N.T.S. ~- ~ ~ J ~., 4 'i N' ~~lu `` P I 'ti ~ i ~ +~ e; -~, ~~~ ~ `- e !~~ "" b ~; Yv I ~ ! N m 0 z~K~ ~ c `am N c -. A o ~q O ;1 i ~ 0 o ~, u n -~ Q Z " ~ !- L tIORIZON'iALE ~ WAS{11NGTON STHIC YV GYJORPINATE SYSTEM 7iiUR570N COUNTY 411Gt VERTICAL 6A7UM PRECISION NEI'WOftK N 3VU 'g - PER 711UR57ON COUNTY HIGH PRfG1910N NCM10RK COD"7L POP:' No. ~ CNTLPT ELEi IQN=P~At/A ~N APPRiN~v ~. PtVELOE'MpM ftEVIE1J tIif E ACFROVAL FXFlRES,. _ .~.` ~, "~,~, T~ISIg°s/1'~7i g~Ng°gT~~, F~'~ 1 EAST, YV.. i ~,~ ...~_ . ~ I ~ a ra anra•rsren~ COUN 1 T, VV,EatJ '°~"~sRl ~~ ~_._ _- --~~,.~, I I ' ~ i . _ _ ~ .. _ ~ _7~ =-=w i ~ ~ f ~ ; ~ L -' ~ i 1 a ~"' AMA -:ti ,~'" d~ ~ ,, , 1 - Ex~?INS i~ ~ A ~ ~ l I ~ s, `~~, ~~ A ~• < ; ~} r ~ 1 ~ ~~ ~i ~ `~ \ ~ 1 ~ ;i • .~ na `T~ E>~ ~ ~ > X.--- X^--X=~ F ~--k t-x- ~P t~-A-- X__--k ~~-~ ~~ Z ~-- .. ~ ~~ tUi l ~__ ~ ~'' ' ~,. ~~~ / _ \ I ~ S. ~--~ ~ _ ~ F i ~ 3 5,S ~ , l ~,"`,~ r ~ ~, z~ \ ~,; i k K ~~, ~~`f ;~~ ~, I i ' ~ '~ z f \~ ,~ ~ p P /-- % ~ ~ ~ ,, ~ %~ ~ ! ,-~ v ,G. i ~ 1`_.`. ~ aE. ~ a / ~ / ~ o r i T ~~• : ._X__._ X- _A_ ____ -_ I m -.336 09~~ ~ ~~ ___ 336 10 ` a-_ o 336 13 L) m ~7 3S~ . F~I C'r -- ~ ~ ~ -~'~'~ ~ ,•~,~ Q ~ ~`i ~' ~ ` ~'~! 33~, I hp -~ ~ ~~ ~~ ~s. 3s6 ~ 3 !3 ~ ~~%; --'" as. z ~ s ~;~ ~~ ~ ~ ~ ~ ~. s, ~` ti `~s ~ 1~~' tit e ~T ~ r.l ~ j > 335.0 620 J ~ d, 1 e+ 1 r 1~ ~ V ~ 1 a ~ ~ ~ ~ ~ E.~ ~ as .a ~ ~ ~_~ ~~ ~~ ~ I i ,~ ~~ ~ ~a~a. ~ ~~/' `~~ ~ ~~ ~~ r ~ l ~ ~s ~ a~ ~ z0 ~~as ~' ~~? ~~ A, ~, r ~%~ ~ ~,.3 ~ X25 ~-- ~ v°~g ~ ~~' ' s. i~ Asp, , ~ V ~, ~ ~ ~~ : _ ~t ~ _ .,._ .__ 336.5;_ 2g `~ oD ~0 ~~ 305, 5.33 2 ~ }4 33 ' 7 ~ ~ ~ `~ ~ ' ~~'~ ~ ~ /- ~'~1 V @EI ~ ~ _ 5 1 ~ v I (~` ~~.~ ~ 3,3 d 6,~ d~\b'.n~ _h ~ ` >' ~,: f , ~ ~~7 ~ / ,~ I a ~ t i i ~ ~ t '~7 0E T ~~~ 33 ~~~ / L J ~ t 03 i 3 ~ a3 ~ ~ ~,• r' ~ ;~ ,~ era ~, ~t it ~ ~ ~,3 ~ `, ~~~ ~~~~..~ _~ -- 33" to ~ ~ _ r~ ~ ~ o '! ,a@ L ~ 1~ ~ i ,/~ ~ 3~6 ~ ~ •~ ~'' ~• T ~. ~~ 1 ~ ~ ~ ~L ~ 337 3 3 .~u ~~'~, ~--~ A ~1' ~ -~ 3 3 I ti ~o , ~ ~ \ ~. m ~ ,~ ~ ~ N ~ ~ ~ ~~ ~ ~' t ~ i V 1 ~ P , ,,l0 1 ''~` ,~` ~~ ~~' ~ i L ~~ ~ ~ ~ ~ ~ ~, ~ t ~, ~-''336.50 ~ ~ ~ ! 3 '4,95 / ~ t1~ ~ / WETLAND ~ Al ~ ~ ~ ~ ,T 1 T ~~ ~3~ ~ ~~ S~ 3 A. ~ f 9 aOUN~ARV ' ~ ~,• ~ ,a `~, x 1 ~ ~ ,~ ` rti'. ~ ' 534. ~ T,, / ~ V VL ~ 'V ~.~ ~~ ~~'i.~ ~ ~ ~ ~ -. 3 ~ ~ ,~~ S ~ 384J 9 •r:'„~ `i ~ ~ 4 ~ ~ 7_ ;~ ,u~ ~~ ~ ~~ ~ ~\ ~, ~~\ ~ ~ ~ ml `a~ ~ ~ ~~ 1i 6~ILDSN6#2 ~~ ~ ~'~ ~ 4~8 , _ ~~ I '~!` `~ •<~ A ~' ~. ~~ ~~ ~, PF=337.00 T ~ ~, ~~.~..,.•®... ....,.,..,.~ ~ ~ WETLAND ~ ~ ~ ~ ~Uf1.DIN6 #~`! m ~ ~ ,~ o t ~ 1 i ; •~ ~ BUFFL''R ~ ~ \ , '93 ~ 'Ar ~ ~ .i~SP ~ ~ ~ J i ~ .I a ~~,§~ I 1J 7 `~ ,; ~ _ WETLAND f ~~'~ L¢ ~ TOPi0F9VA~( •. rA a ~ ~y ~ ~ ~ ~ ~l ,: P ~ RETAININ6NIAL BUFFER ~' ~ I ?' / ~ •' DE51G1J AIVD MA?ERkAL ~- 'llL. 'N`' ~ i ~ 1 ~~"1 1 Q /~ '6, H, V.~f ,~` i,' .. BYOTNERS ~" t ~ ~ ~ ; ~ ~ a s3s ~'~, J o of WA ~ ~- ~ i ~ r ~ ~~ ~ ~~ ~ ~ ~ , - ,' ~ ev. 336.00 ~.w.... • _ . ~ ~_~ ,'~°~ i 1 ~ ' p ~-''~~ `L ,~ ~ ~..,.~..,,. ~~,.' ,,~` T jy M ,LU Buz ilu< ~~ I ~ 1 I a ~ 1 .7@ r° ~ : ~~ 3~ - i ~ WEl'IANCt ""~"` ~~ i I n~ ~ ~ ~ ~ ~ ~ J '~~ 35F~~~ ~~ /~~ SOUNC7ARY ~ ,/ r d j ~ ~y ~,• ~ ~ j ~ 33°.56 m / :.~'~,G l ,,1 ~- ~d''~ >I~ ,,u ,~ ,m~ .uV_ ~~ ,E~ ,~< ,~ ~I~ ~ ( I i ~~ 53g 461 ~ % I ~ ! 1 ~~ I~ ~ •• ~ ~ ' ~ ~ ~ ~ i '' LE / l l ~ •~ 1 I} I I i i 1 i l f t 1 i ~s""~ J -'__ Q 36 &0 _r SCALE DAiE: hICN,IZONTAL CUNTf L U 48HINGTON 97ATE PL COORDfNATE SY572M S 7JURSTON COUNTY HIGfi VERtICAI DATUM PREGISIt7N NE1WC C. NGVD 29 P€a TnuRSroN cauNrrHlcn PREGISlON NETWORK CONTkOL P4.lf No,~E37 ELEVATION=349235 r ~r. DtVC[OPIrffNt P.EVIEV Eft AAPRGUAL FXPIRC9: ~F "~. ~~ ~~ y r n '° N ~I ~ a o gym` o o~ 0 ~ ~ d~ = ~I ~ ~ ~z a Z u: ~ ~ _g ~~ Y ~~.~ 5FEEET 8 OP SECTION , TOWNSHIP 17 NORTH, GE 21 EAST, W. THUSTON COUNTY, WASHINGTON r~ v~~.~~Y °~ ~ ~ j i~~ 31° ~2~ 33.W ~ ~ ' ~~ I , ,. I ~-. - -, ~~ - ~iUBDiVd51C}N ~ ~ si°zs~azw ~ ~ ~ ~ ~ ~~ 40°~ _ u~, r NSTS9 0~. ~ I v 13-~8-x----X~=, --x---x ,---- x -__x-- ~3 ~,~ r~~ +.a s~s° zz 5s°c ~ ~ ~ PROPERTY CORNEP. ,,,~.,. ~ i ~,o ~ ~?-x--- x x---.-~~ --._.x--- e y -----c-----x--- r--- -' iss,asl, ~ f ~ ~ N= 592357.95 ~"` aa_ ' I i 10 716.1 -^-- ,.~,°' ~;,..,,~ ~`" rl f~ sz2°ni~acxv wj x_ r- x c- x --X- z --~ -{ <- z -- -h- h A-- E- 1149683.63 ~. ~. ~ a 7z.63' sl°as3sw ~3 / ~3 ~I sre ``~-~sr~w--~-s~P ~ Vii' ~ ~~,------_,= ~ ~~ ---_._-- ~~a ~ ~ ~ ~ ~ -~~ I ~ ~ fl ~3 ` ~ ~ ~~~ ~ f ~u T L ~'' a -. ~ L ~ oa i \ ~ ~ C ~ ~3 ~ sss°3aoa°w y ~ ,-- ,~ (;(l ~ ~ ~ I 287.18!>~ \ (( I ~ ~.3 ~~ ~ --- ~ ~ ~.? ~ 1 ~ %~ ~ - 0 ,~ ~ ~ ~ ~ ,'~ r~~ to °~ ~ ~ ~~ ~ ~,~ ~ ~ ti ~ ~ ~ /~ ~ ~ ~ ~ \ P ~ 8 a u~ vllc '~` ~ ~~ ~ ~ ~ d ~ / '' ~ "`"` I. 3 j ~ ~ K ~ O '`~ 1 ~' W Ir °~ o wEruaNU aouNDa~v `t ~ >>'' ' ~ ~ ~, \x ~. -v ~ ~ ~! J, ~ ' I off. , ¢. m z wSrtJ,ND ~:. C ~ ' '" ~,, ~, ~''' ~ ~ ~ ~, i' ~,, ~ ~ ~, ro 5~ ~~ ~ ~ ~ ~- ~ /~ ~ x ... ..,~~`.,~.... ...~,.... z ~ ~ ~ ~ --- -_ _~- i~ ~ x %~%-- --~ ` ~ di~~~ - S~ ~ '~j' w~LnraD ,~ ,~ s. ~' , ~ ~ ; ~ ,~ ~~ ~:~~ ,/ / 4 ~j' rd"i~ _~,-c~ sires >ilV l i 33 ~ ~ ,,u ,,~ >,~ PROPERTY GC ~. ~ ~~ Q: '~ ~ '~ r''~~~ ~ r' 592~8`J.~!) ~ ~ ~~ ~ i ~ ~ { p E1GPoZ6NTAl CONTROL: j ~,,~~i///' ~ 1 N. ~.iINGTQN STATE PIAd r ~~ ~ Id9361'~~ 1 '~~ ^-° CCK3ROINRTE SYSTEM /j /! ,,UI~ ~ ~ g _ ,~°~°~^ ~Ihc ~IIV s~L ~ THUR570N GOUNiY NIGI JJ %'~% i J~ ~ ~ VFX7ICAL 6AlUM PRPL1510N NET41 RK ~ {~ ~ ,~ >>!V ~lic ,N< J! ~ ~~~_._j: f / n ;VC 29 °g. ~. / '~ ~ PEN TtiURSTDN tAUN'iYtlIGN E ~ ~• `--_~~ ~, / 1 CUNINKUL ONNTELc~---837 NATION= 145,235 Rei pp ~ `JRFsWiNG} OEVELOPMENY AEVIPi .~e~ova~exPl~s: 511EE'( 9 OF19 TON ~4, TOV~NHI ~7 NORTH, 21 T, V~. , THTON ON`3Y, WASHINGTON ~~ aTAO»10~ \~~~ ', `~~ N= 5934!37. I \{ 1 " 25 LF 10° E= I ~08~~ _ z \ w ~ TER MAIN ~~ i ~' ~~ ?`i°' r~; '`: ~ f`T wi ~ ~~ iv i ~ 73 LF 10' -~ ~ 'Y WATER MAIN 8z LE I o' WATER MAIN ~a ~ ~~ ~ , 4 l~ v 4? ~ ~ . r7 _`_`" ~~ ~ ~ ) `~ ~~ I1 9 30 60 ~ SCALE ;~ k~ ~~ ~ ~ \ t f / ~\ MATCE' .INE STA 4+Oa ~ _ ~.~ , 8 ~1stG C6.2 I`_ ~) ~~ ~ ~ ~ P ~ ~tll ~ I ~ ~ ~ -~ / S~'#~ 90' -°tu -. I ~ ~ ~~) ~ ~ ~~ ~ ~~ (71 I P 10 WATER M ~.= T~..-... I I (~~ ~ ~ ~ ~.. ~ ~ STCI' _.~ _~._ rf i ~ _I r- ~~d~~~~~~ ~~ l ~; '/ ~ i _~ Aj p ~n S~ .E ail I i I ( II ~ ~ I ~ ~ ~ E ~ . ~ ~ ~ I ~ ) ( I ( i , 345.0 --- -- i - .. -~- ~ -__ m m ~ i ~ ~ ~ I I ~ I ~~ ~f 345.0 _.._. ~- -~ ---~- _ i-- - -- --- i- -- r -- - - + I I i + i ~ J I ¢ I I I + LJ ~ .~ ~ ¢ N Q i j ` 'I I ~~, ~ l ~ ( ( I '~ i ~ ~ z0 i ~ i ~I ~ m ~ 340.0 '~ ~ ~ ~ ~ ~ ( __-~__--_ ~ i s~} m m ~ ~ I I ~ K 10 ~ ~ ~ I it ~ > ~ I i ~ ~ ~ N m m ~~ ~ i I ~ I 4 ~ ro ~ ao 0 ~ m ro C --- i ~ I -~ ~ N---- ~ -r ( _ ~ ~ ta w ~ -~- ~ -- ~-- ~' --~---- ~ --1--. _~_ _._ ~ ~ ~~~ n ~ ~ ~ ~' ~' ~ I, I PRO~oseo GR~uND j ~ w j i j f I i ~ ~ i EXISTINGGROUNQ I ~ '-' ~ - ~ - i ~ I 335.0 _ _-.. __ ---. ~ ._. _ }_.- L__._. '' _~ I ~ _._ ~.---- m ~ i z._.~ _ I i ___ __ __ -- 1 6 I ~~ _ ~ ~__ ~ _ ` --- - 335.0 i ~ li ' ~ I I ~ I ~~ LF IO°~ -- ~ eR'ifNe~ I ! i ' I ' I ~ ~ ~ 17 I P 10" i ~- ~ ~ 82 LP 10" WATER NE ~ i t ~ 5 ~ I I i WAT LINE 18'M ~ IN,~ " ~30.Q - 73 LP 0" WATER LI. E ~ 3 ~ I ~ 4 __ f '' I ~ I _ _j 2 S7.EP. ~ f 330.0 I ~ I I ( i ~~~ 2 I ~ i i C ' I 325 0 --- } __ __ ~ ~- ~ j-- ~ - I - - -1~ 325.0 I I i 1 HO I" - ~ t 3 { '-1I ~' ~v~ `= 3' ~ ~ ( ? l I ; PX!571e, ~ ~ PROPO~EO 320.0 ~ ~ ~ ( ~ ELEV ~,' ~ 320.0 ~( N ? -3 ~~ V i ~ O ~ W°~ ~ n1 ~` O~ `~ ~ d ~ p ~ w pW QM a [Q ~ 01 ~M t N- NtD n a) N N Lq N u N M ti7 m m mm mm m th mm m m int m n) N m m~ m +mt m'~ m~ mm m~ ml n} `' in ~ n) n m m~ rcni~ mm mm ~ m t0 m ~ `~w mm ~G sc9 mm mM ~ ~ t9 ~ ~ in ~ n . 0+00 I+CO 2+00 3+~ 4+Gt7 WATER TAELE ~ n~E sraTicN OFFSET ___ Mlsc ~ ~ 10"NVC, i 0 x ~ v' 7E° w' GR7F VALVE G+00 d 7ttRU5T BLOCYJNG 2 I 0 90° 6END 0+ 1328 0' THRUST BL OGKING ,° 10 22 1/2° BEND 0+85.91 0' TFIRt15T BLOCKING 4 I O" 22 172° BEND, f0'45°BEND i +69.G3 0' ThiRUST BLOCKING 5 2 AIR RELEASE VALVE 2+37.36 0' PER CfTY OF YELM 57D DWG C$ 6 f Ox6° TEE, 6" GATE V.4l.VE 3+30.59 0' TI1RU57 BLOCKING ~ Ck6 TEE, 6" GATE VALVE FARE t1YDRAN7 ASSEME3CY 3+30.59 327T RT PER CITY OP YELM STD DWG 6-7 8 4t~R7ER METER OCVA 3+30.59 3&.OE' R7 PER CITY OP YEtM 57(? DU1G 6-5 9 DOUBlE CFIECK VALVE 3-1-30,59 A I.95' K7 PER CITY Ot' YELM 5TD DWG 6-4 10 P!RE DEPARTMENT CONNECTOR 3+25,41 47.93' RT PER G17Y OP YELM 57D PvVG 6-°1.4 I i I U" 90° 6END 3+x0,59 0' 7hIftUSt 6LOGKING 60 P YO IZOMAL COt ° V SI NG70N 57A1 d COORD7NA7P SYSTE f a ~ fl1URS70N GOUNrv NiG Vc.RT ~ OATUM PREG510N NE7U h. n_ _95 eeR inure loiv ~ura*r nlcn PhEC4510N NE(WORK CON7ROt PG~~.~ No.=b37 E VA1 Vim; ,235 AP z 0 ~e ~, ~) - C v n c ~s W ~ N cn w q ~~h ~' ~~~tr ~ ~~ ~ c e.h "~ Q , ~ s v a a ~ti~ ~~~ m I U y ' N ~ ~ m r ~ ~ ~ ~ gia O ~ am o o_ ~ 0 ~ m 0 j u d '%° ~,!- z ,'y 6L. ~d SMEET IO OE19 and Prof9e ~ '>3a6~6. P~0T1?- ' °O trr 6 m -~ a 0 0 } C] O ~~_~ N N W tV b -La j O tr Q cn. p crr O O ~~ O O Q b x35.2 ~ ~ ~~.~. _.,~ - 336.69 - j 16 6RA P 6PEAK 5TA = , ..- I x.43 335.2 ~ ELPV = 336.573 336.5 ( _.- .-.___. __.~:.... .. _...___.__!~__ D d) ,- _ - 335.4 --_._ ~ .__ ._z-er-- - ~ -- ------- ----------~---- 336.32 rn {{ I II ~ t~ N~ t O 335:6 CJ} ._-- -g - ~ ~ i 1 336. I i -_- ___-{_- - ~ ~ ~.__-._ - ___''- --- 3'{~-~ ~ I 335.7 ~ c~ i 336.01 -~ ~~ ~ c _ ~ ~ ~ ~ ~ GRR" _ ._ __4 = 5+ E 6.68 ~ I _ i i 335:8 --- -~ ---__...- -- 335.fi0 ~Oj ~ =n 1 ~O 335.9 -..-----_-I--._._._------ ~ ~----~-- --- ---.__- -----------1-_----__...------- 335.55 ? ` !1 ° ~ E F 335.fr t 335.40 ~ -------~----------- --. ~ - - ;--------._. 335.7 `~ ~ '~ 3.0' ~ ~ ~ ~~~ 335.31 ,~, =~ _ ~~_ r~ r t O 335.4 ~ I s^s ~ ~ ~ ---,._.__~B9Q~.$B.~AK.SI~.-6±?~ 9fJ_. 335.45 - - _ ~ -__- L _. __.._.__________ ;t ~ II ELEV = 3 5.46 t i w i ~f 3352 ! ~ ''~ 335.66 -._. _.__. __.___-____._.__...._.__._..__..___.._~T. ___ -_- __.__.__.._ -- ~ ~~ ' 335. f -- 335.85 ~ -- rn b rn ~ i ~"" ~° { ~ ~ ~ 6RAQ5 BREAK 5TA ~ 6+92.92 335.3 ~ O ~ ~ 1 EL)=V = ~ 336.439 ~ ~ ` ~ ( ~. 335.3 ~- ~ I cTr~-- „~ ~ i ~o ti a O rn y "' v ~ ~i - y ~ n ~r p ~ O f" C z _ z_ -a -+ n~ o ~~c ~-bi A rn ~U ~ '` v r Q = n _ ~ ~c ~~? ~~~ j~P Z h tnp G-~-iO i i~ ~ ~ 6Z -`3Y n ~ r, r~~ ,O Ua N ~ O c4 O> ~i 6z iJt _G to N ''~ Q O f p O ~ rn r ~ rn ~ - rn i O A N N rn ~ ~ rn p 1 = 9`~ rn G ' @ rn ~ n _ -i 9Z rn ~ ~ Q rn n l O rn ~ ~ ~ {~ ~ ~ ~ O ~ ' C1 ~ ~ ~ ~ -{ ~ o ~ ~ ~' < n D > cn n G7 b rn ~ ~ ~ a - b ~ ~ +O ~ m -C "VV rn p < Y n D < O < %' ~Y z ~n ~•' - Z rn @~ { rn { ~ C'r rn n ~ O O ~ ~ ~i 0~ trr Ui Ui to c,~ ..p 1~ -~ A A C- ~ + ~y t na -F ~*, -i- cs t cn -F v+ + cn + cn + s + -n -}- .u f A -i D ..fi° 'J J O tll to 6) Ql CP Ql pl Ol 67 -! ~ ro 'J u tri in ~ of ~! ~ ,. v O N C4 cn cn ui cn C>3 .~ V V J Z c~r+ t~ N ei ~ Q w ~ ~ ,~.' 0 0 ° ~ w ~ o o m w ~ ° Ur 611 ~ C 7 n ?~ rn i~ M ~ ~ n rn° ~ ~n ~ rn x C 1 ~I O O C'S n S S ~ _ ~ -~ ~ ~ ~ ~ ~ ~ < -fir ~ ~ O O O O ~ ~ O O O c ~ ~ --cc r M n rn ~ ~ rn m ~ n ~ S CA Cc S ~ 'S S p ~ ~ ~. ~ ~ tt~ 0 0 ~ ~ ~ cr7 ~, o ~ v~ cn ~, ~ o ~ O ~ ~ ~ ~ ~ G O l 7 ?~ c~ ~ ~ o o a ~ ° a v o ~, 6l to 6~ 61 tSl Q7 -R CSC '`3 $ -iv cs J U.n~ n ~ ~ ter , r a . 8~913~ P ~°'~A"°$$Y&i&~ 8 S , °°° DRAWN 9: DC 1 =ASE'J P; _. a rn VAL NMV/ `i ~ ~n~ nc, YEuvt, WY.,.1t'Ii~t.?T0N G`IEGKED by APPF erg E.n ~e< ~ ~ CDP MRS - C3S z onTE Y 4t ? Avenue >`L, SEtfr`E 3©9 ~ ~~ ~ g~ ~° h`6r f i-~~ ~ `-. ~ 61:3107 i~ JOB NO: 406032 ? Co i m 98503 {380) 292--7230 fox (360} 232-72 ~•~ ~ 9 i T~ , T~NNI 17 TN, Fv°'~ 21 BAST, ~,M. THUTN CC?NTY, .,~ . ~ . ETON n MATCHLf ~ _TA ~~50 ~' N - (f} ~ qA ,, qq ~. V _ ~. ~ ~ ...... ..... .._.. -3--10"W----ry--18!°'W IO"t~ ~ ~ 30 W- - - i0°'W 96 W 10"W-t i0"Yd 1 1€i W ~ - 10"W-° _` .. '.. u -- X -~--~ ~ . __~ = . _ 7` -P-- ---~ ~ 'r ~ ~ x ,~ ~_-. - ~ -. ~. . x X x - er,~ ~ 637 LF I 0" -' 24 WA7EiZMAIN {,~ Ol o ~o eo s~A~ ~ ~ III ~~ Il I! ~ ~~I ~~II I Ili ~ ~i i i ~: i = i I ~ I i I I I I ~` ~ 340,0 ~ ~~ ~ _~------~__~____ i i ~~ ~~ 4. I U J _______~_.I 340.b ( ~ II ~ J ~ I I t I ~ ) i ~ I ~ j IC I I 1 i j j ~ I ~ I 16 ~~ I ~~ 335.0 v ~ , , ~ ~ ~ -,_ __._._ _. _. - _-._ . -.. ~ -- - - - ~ v ~ - - i 330.0 ____ _..~ 24 I ~ 325.0 ~ i t - II _.- - --__.___ -- ---- j .. 320.0 I ~ i ! 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I t4 t ~ i ___. - -- ~ 325.0 320,0 ~ ~ ~ ~ i ~" i , ~ i I ~ ~ t I i E -I --- I 3zo.a e~isTl~ic ~ i Elfv ~ ~ _ - - ~ ~ - j ~ s 15.r~ ~ 1 ~ si5.o h 61 ~ to m m b m 9 "~ ~ TYSE ~~ 5TA I OFSSET MiSG ?5 (- 90° 6END I4+78.23 0' TtiR(151 BLIt_` . ~G I - 10" GRTE VALVE {MJ x 5L) 14+59.50 0~ FIEiD VC ~' r L ~+uCN, CONNECT TO Pk. 10" WATER t)Ep A _ 13tUU I4+~ 15;~ °~ + o ~ _ _ t t i ~ ~~ ~~ tt7 ~ ` °? r 6Y.. ..moo u: _ ~~ 3 ;~~ ~ ~ ~ G.~~~~~~ ~ L~ Rjfl IYK~i r ~.» M ~€ G IE6ti[r'W!Y I ~=~ ~ ~ A fPA aWt Yia9LY war¢+.cpxmna T v ~ ~. ~ I i jy ~ f' L e .. r.a u ,~ ~~ / t%9pA llAN DEPT r_ P .IC wQRKS Un ,~ r U~` ~ -CTGR VI.LVE kEc V 7FA- ti Y C .LL y ~ ~ .{I(~~ U ° C° Iii ~~ '~' " ~~ 0 v~ nY rau1 as N~ I t~ as ~ sue. {) a zaunw•a wto artt nsf. 00 'nom nxiam sue. ('~ +wir ux iuxnF ao rexm a d xr unx mt Y¢ D ,Wise u~u7, ~' '"~ ~. LN ab to o we oat u I~ Cl <auw ruw¢a wn'+¢o ann ® o WJB1f 31 0.. IX! J3' Q~ Y crn nams.H waerw B' WC ppnv Lm n~ aUHNRaHa 158 mTp 4a:. uin.q. ~ r emaaum :aorosw saxrxu PKSP. r rtxa +PE^Wli W tfk'.m H;wirzga Y itttl ubp. ¢L C~ Y We wY St4'n9Ak~WtiP6 ~ wa~aerzA aa9rrn ax sn. V ~ nEeT. aF'~i _ ~He~ ~' 4`~6 WATER DETER " ' orra. ua ~wLUe uiu o, .a Wx fi[flix -diE ~-~ $6 TP ifY4C7 SECTION 4, T0INNNIP 17 NORTH ~ ~!~,E 21 BAST, UV. . 7UTON COUNTY, V~Ae ..I~~~TON ^6`X3' 9FtiJING pgR Nd1E 8d n f ~~ ~ T? . ° • f-auc x mqc. vwtr I ~ un0ep awe mtlR~HO ~. i :4X«1) _ ~ ~~ fC'FEtr &CA$ISi _ ., .. ".. illtl Wtei tmN r R~ Bf YJC[C !Net WrtN &tlFw4 HMq i. W WYA@ ~ Nl;tl bft4UNbri'App A 1 A Nfi SUNV •^ - BUSIP Dit pf PNp at~U!,i, i[ SNALI @f WIItiC G[p ~, ,WO IAh';PEGit-0 6Y bT a1At{ ELfCi'AIbK "mEr° Lu E CONUE1;tEb 10 THE NF.IRE9Y AiPRtlVtt { 5N @@ v W . .. ifl DAtiliGHf. NWENC Nq CaDUN(iwgYE# 5 ra -DRAW'. - - ~~ ~ ,. ~ ., N ~ ' CUEIC YAAC 4F w.tal<Ep 4RNN R9Ctt. ~ 2 M€ V{INF $HkLL @E 1 AggCA9f WNCflEi[ vAUli 61Epb W !lEEY e1K GLEH.gpG{ ttEWrA?uercis €nowu 4N bEtag Fa s. S. 9~ k C" A -' p j' ~ .G..RO , Sn i kd 1 "SY .. Ctl t..,~fflti i as J M uiN WSttli d ZN L1C6E9 `NNtt Bt 6 51(.£ xNC Y.4;I.i VOA oGC-- _ YNE YAUL1 h _ __.. EGUHEC ig iry[ DAN.° M.~ I/7 GIq, 60U5 CPa41 . 4uLtt Wi} E - '>' fAUC9A UP SkFE1Y PJSY ur1DE! 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( 4 Y, -... ,~ e. ~ - aRCtreA ae+[ 6-7 r8pu 9 b4A1, CKD 4Ah ----.--- - s xa xn _~ dj2C~D7 rv0T€A FOn: WVaLC Ct7PCTd0 GNfCL~ n n :4 imi t loss§U3ibN i Cf CJ I KU aM1Y¢" 1N NYppL` .~. .~~ t eflg3 i e tNA `u w9arY^'N @t~ - p H "'y seas a Iwxa m._ 1. WK4 - 6CKRO.V A55:F191Y. ANp LY m+EaC 165'ttb BY b N1baW~pN B AY¢Ep y ~K~' p9WDi1,Y f~w9go THE tint ftF5t415 M, cgGp t0 O&C11F,eYCY. b' B< ~ .*c ~'SEMPi.Y 03 @ v GsiE VAlkES $+RLL NA1f SU N Cnca. 5 N ASAt GW.I HEW :ILtl @r gY A WAtNiNUipN SYAIE gEGNi6Y', ih, d, a ~ ' ~lfli 8P FUi(`iixeEC 0.5 A LNIt. NO IU'NIBIGtxIGN$ Ca a65ENy;.Y bkE ). WA4[N aF7Efi 3h4Li. BE P AOCkaRtl ~-2/LP gA .W ADRaVap EpNAL~ AFjAN& M 5I}9~G y{gry', d. h>p[ 3UA.9RY5 BNAI,t B€ kUSi-PapiEGiEO MM ktNd9;Vii Dk'M_ e. YNE P4a (Y,P4RIMENt CCNNLCIICN 91Ai.1 BE LIX;'AtEtl WtRPp 19 Fear di A iiWE HY6iANi BUi ic{t IE55 tN,4'u ~8 "r FEY, i9. kH `H M q U.1VtlEL wl?InN k BtlILNKG, 7HC 91St OdiP SNdLL !]PAIN !b >na H S, wDNU4E0 Gk!C'N @45N. P I. 910LY !/ NWUIRE@ WNW Ylff W'JHCL OFYSCigt CNEGN W}K _ __ ; L_iFP NAtNEA THAN i& FRbM EN2 LbOPFb WPIEIi 1DrE SLN'ALY. . aEPY _. ~ t5 ~ 0~ L_".T TOR c~ ~ _vE ~~TEs 9~Na _ ~ aai[ ~°4.3 ~". _.. t d~ ~e~ as ~ § G 4 ~ ~ s~~ r 44\\\\ R _. iU.~ ` A ~ ~~ ~ 1 zm a ~ ~ ~ I~ ~~~ ~ ~ ~ ~ ~ ~~~~ , a ~ o I ~n m F ~ 8 ~ <m a~ J8" idl N, 7 y, i 5 ~% ~a ~`~ sw` 3 ~ ~~~ S~ m \ qm €" Ro s p W ~ 1 ~ ~ ~ ' ~ ~ a ~; ~ '~ S PJ I ~' b ~ ~ S. ~ ~ $~ x~ p° rom M~ 8~ ~$ n ~ ~ ~ y tT1 r Crl ~ ~~ ~ ms ~c ~ $ ^-; m t ~' ~m xM . ~ ~ ~b ~ ~,.a a ~, ~ 9 ~~ i~ ~ ~,~ O POI t b s~ pyy ~ ID R" i n ~ y ~` ~A p ~ ~~ ~~ ~a ~ 1~ ~C mc ~' a ~°c a~~ N &" "T, t~ a 3 V ~!~ y e D Y~ ,. ~ ; ° ~ ,~ (/j ~~ 8 3/-0°. .ETD I eF~ ' ~a g.. ttti7Siuk~ VEt7 AREAVEt7 AREA ~'~ TAkC[R {fl RC {~ ~, w as ! 1 ~~ A~~~ ~ ~ (~ y , a ~ I3~ C i ~ { -xl} G 'a 9Alak5l-~ /( d.3'tb iR CLi )-+ l INSIDE PAVEp RDA6WAY 1 ~ ~~r ~, s !3E tCREb 4F N v SN. 1Y7tlGv "'1I-SIpLILdN d113Eb F9H !'kl1 ~u~~ 0NC. NS n~E fi-11 ~kiE >e d/299] .,~ ».. .,,. _Nf' S2 _..p. ,H. D ~.° _C ~ -nT al vv .~, .._~ YALN `D ~ IT€F1 CiTV (Jf YE4"~ Q sl 6EPT. Of P w sra a SiFFI to . i 4 '9 Vt _} NUT, tF -- A(y WElDS l! 8C SJd" f8 it v '~ C ~ ° °~ w ~, ~ -~~ `~ ~~~ {~ ~"'k m a w ~~O 5 U ~ ~ a 7~i. a i F i ~ N m ~ ~a ~ r~ w~ b cm ~ c c ~ ~ U ~ ~ U ~_ H z ~ E. d ~ ~ HOPo2ONTFL GQN DL , ~" WASHINGTON STATE P6Ah COOP,DINATE SY9TFM a" } 4 ,°d TttURSTON COUMY WIG VERTfCAL DATUM PR€GISION NETWI A •W 25 PERTtiURSTON COUNTY 111G9 PRfCi51ON NETWORK coNrRO~ R1, ~ No.= e FtFVATI~ a3~f9.. 5 _ 1. flY G.~ Dft/[tOFMI ,'EEk I nseaovat Ex~n ~ ,nPFr 14 nP I ~ ! __ _.. r Ct~ C~ -~ C~ Ct7 ~ ~ .~{ . ~5 ~i i I ~< t ~- m O 0 c A S O A Z~ -o Gl ~ opL = w ~ V ~ m~ 0 Z ~"00 s ~ -0 5 y-r c ~ ~ 0=0 ~ --~"~Cr OHO ~~t G ~~ ~ Q~ ~ yZ ~~ LbT N ~ s ZC3 TM nN Ci S ~Z to ~~ n ~ _ ~ Urn` ' ~ _i ~ 'a 2 ~ ! d ~ [~$ ~ p 0 g B }`138 ®tl5}'4 B( d..~k®k~~~~~ k-$~1 1`~LM WR~t1iN6TC~N 9 ~i5~ 6RAF/N BY DESGNED 5Y 4 /AI NI~W CHEGKEll BY APPtt 9 ,DP M(ZS DAtF 6! .3107 ! JOB NO: 406C?_ ~~~ `' rasult ~g Engines' Suif~ 309 ~ Lacey, 4~oshihy 7 98503 . - ~~ _"~ ._. - .,DJ s..~-,~.,., ..7x (360) 292-7237 ~ ~ zap ~ ~ _-- -_--- ~t~c+s -~~---- ~ NO BATE BY GIiQ APPR REVISION SECTION 24, TC'~JNSHI 17 NOTN, ,PJ ~ EAST, , T[ ~. _~TON COUNI~C, ~~._... ~ i ON m+~o-~= -STEP-- _ ,~ ~~ t!J gg ~ I~ i 1 /k ~ Q ~~ a/ i ~~ ~ i ~~ ~ III j i i ~ it ~'~ C~J I ~ i ~I ~ ~ t I ~ ~ ~ ~ ~ ~ i, ~ j i ~ ~I ~ I, ~ ~ ~I ~as.o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~-- .. ~~ 345.a _ _ --~ ._ ~_ _ _ ~ . - + - - ~ ~ ~ ~ + ~ ( ~~ f I I i ~ O o II I I~ i ~ _ ~ I `gy ! ~ I i m a i i i I ! i ~ i ~ °• ~ ~ ~ I ~ ~ i m ~~ ~ 1 ~ ~ I ~ ~ li '' ~ ~ ti ~n 340.0 N ~ ~ o ~ j I ~ M m ~ ~ ~ --} ----- edl B ~ ~ -- - - I -- -~ -- '~~ - ro ~~ ° _-~-__ _- ~ - ~ ~ LI 340.a w I i t t ~ w ~ y o w I i ~ ~ ~ ~ ~ j PROPOS~D GROUN~1 f ~ II ~ ~ ~ -~. ~ I v _- ~ I ~ ` ~ ~ i I I - ,- 'l ( I ~' f j ~ i ~' ~. ~ _` ___ - 335.0 - - - ~ i ~ fXISTi ~G GROU~D ~ ~ _ I __ I 1 ' WATtiR i ~ " I 67 LF 2° ~ Z t k ~ I26 !F ", LINE SS E Ki ~ r'~ ~ . GR 551NG "~ ~ I G 3x,0 ~ LF 2 S.T,E'.~. Ui 7LF~" S.T.E ~'. l1NE ~ ~ ~ I ~~ I S.T,E.P, IJINE ~ ( ~ ~ -~ - _. _.. i ~ I . . . 34 LP 2 ,~! ' _' E.P.. IE t _ _ 30.0 I 2 -- ~ ~9~LP2" 3 S~T.E.P. LIN~ 4 ' - - ~ ~ 5 I ~ ~ 6 ~ -- ~ v f ~ I - 4 ii ~ ~ ~ ~ ( i 7 ~ I 8 ( ~ I I __ ~ ~ I` 325.0 _ ~ _ ~ ~ L i _ {{ ~-- ~ i i 4 ~ . _ E- - -- I ~ f I ,I- -- ~ ~ - _ . 325.0 __ - .. ~_._ _ _ _ _._ ~ _-__ - l - _ t I ~ __ ~ I ~ S. ,E.P, ~i E P~~. i,~ i EXISTIN i ELev c~ ~ ~ ~ tiQR~ - I ° = 30 _ VERT. -~ ~" _= 3' ~ ~ ~ ~ PROP ED 920.0 I ( EL~V 320.0 N `y ~q d -y. in m~ m +ri mm m ~h m~ mm mm ?m O vi dim mm N w~ W m~ rom m mm m . ~ O ~ ~ m m m m D ~ m m O r' m m lq ~ oV' n i`ti mm m mm m ~~ L"n mm mm o ~ m m m h m m `Q ~ m P,~ m~ .~ ~ C9 m~ ~~ N ~ mm mm mm m ~ mm mm mm m m N ~. ~,y m m '~ m ~ ~ °, a+ao I +oa z+ca 3+00 4+00 S.7.E.P. 7ALE ~ iYPE STATION OFF5ET MISC I CONNECT TO EXISTING 9.T.E.P. SYSTEM 0+ i 1.69 7.0' RT 2 2" 22 112° BEND -0+a6.66 3.14' RT THRUST BLOCKING 3 2" 22 I l2° BEND 0+05.32 12.13' RT THRUST BLOCKING 4 2" 22 If2° 6EN0 0+18.58 10.89' RT lliRUST BLOGKIN6 5 2° 22 I!2° BEND O+b5,9! i I ,Q` RT TtiRU5T BLOCKING 6 2° 22 If2° BEND 2" 45° 6END I +69,43 I i .0' RT THRUST BLOCKING 7 SERVICE CONNECTION 3+0934 I i 0' RT THRUST BLOCKING 8 4500 GALlON S.T.E.Y, TANK WITH DUPLh,X PUMPS 3+09,34 36.3T RT PER DECAIL ON St1EET C7.2 9 2 - 2" 45° BENDS 3+40.59 12.0 R7 TIiRUST BLOCKING ~ ~ S ~ 0 ~ z Ci. _ ~° Q ~ ~ f HE)RITON7AL CONTS ~.. ~ ~++ f 4vASI1iN6TON STATE F~w° e( ~" { COOR6INATE SYSfZM f rnu~sroNCOUNTrnica ~ ~ VERTICAL P",TUM PR[Q&ION NEfWC NGVD l3 peR rhuR roN e~unln ruNn I v PRPCI3IQN NEPhlORK - C("""'~L PC'"T No.= "~7 E1EVA1u 349.235 ,~ D R AWIN G py; _ pAie p g y q _7 p ~ OPVf10l'AdEt Ew E R W i V n~rROVai.~ne~s: 511EET I S OF I SECTION , TOWNSHIP 17 NORTH, -~ANGE 1 EAT, W.. THUSTO COUNTY,',` . ,,.JTON z 0 0 30 &0 SCALE ~ j i ~ ~ III ( II ~ 345.0 ~' I ~ ~ i ' ~ ~ II i __. .__ __ --- - - I I I ! . _..- - ___ I __ _ - ~ --1.. ___._._.. 345.Q ~ f j ~ } ~ I ~ a ~ ~ ~ ' I ~ ~m I i I it I qua ~m~ ~ tD ~~~ I 4~- 340 0 ~ m ~ ~ I sn ' ~ ~ ~ i ' 340 0 . uJ p _ _ w ._-_ _ ~ ~-----j-`-~~- I _ ~- n . ~ } ~~ I I ~ II PROP r}ED GROU I ~D ~, ~ 335.0 '` _' ~_`- ~ __.__ __~ _ >) - - i --~ - L ,. 1517N~ G DUNCE . ... _ f i - ,_ ._. __ 335.0 6° v~arER I ,~ a c~~SSINe I ~ I ~ i ~~ 23 I ~S.T i P2" i E.P. LINE i 33D.0 i i ~ 142 L 2" ____. ~ S.LE.~, LINE I i2 ~ I ~__. _ 30.0 3 II I Iii I3 I j 25 0 II ~ I ~ 1 _.. .__ _. I . 325.0 ___ _ - ~ -f - - I _ I_ t (~.i.~, I .~~Itl~~~~F ~ EXISTINvI ° ~ ~ Etev @ I ~ ~no~z. - I I = sa v~h ~ PROPO eo 320.0 ~ ~ ELEV 320.0 g a ~ Nm qm - ~ o m~ m ~ ~~ ~ m ~~ N ~ o m i m tQ vt~ ~~ ~ N m "~'m "~'m ~ m M ~ ~ m m~ m m N '^vi N "' m"~ m m m ~7 ut ui~ vi m m"t m m m I ~. 4+(tJ 5+00 6+00 s.r..~. r~a~~ N TYPE STATIQN OFF5~7 MI~C I U SRVECE CONNECTION 4+74. I7 ; t.CY Rr PER DETAIL ON SHEET G7.2 I I 4500 GALLON 5.r.E.P, TANK 4+74.17 72.48' RT PER DETAIL ON SHEET C7.2 WITH DUPLEX PUMPS 12 SERVICE CQNNECTION 4+88.65 11.0' RT PER CITY OFY€LN{ STD DW6 7-i 2 19 4500 GALLON S.T.E.P, TANK 4T88 65 1678' RT PER DEtAIL ON SHEET C7.2 WITH DUPLEX PllMPS c~ ~ ~ 0 ~ ~ z ~d s ~ ~„ HORIZONTAL COnf(ROL: ~ IP511i'J6TON STr1TE PIAN COORSIINATE SY3YEM C Y Tt1UR5TON COUM; M!Gt VERTICAL DATUM PRECISION NETWORK -~, N6VD 29 ~- ~ -' PER TtIUPSTON COUNYY HI6tI PRECISION NETWORK CONBOL POINT NO.= `t7 ELEVATION= ~.t35 ~ ~p~Jp}}. &f BY: __ iE: 66~e 1 OEVEtO?NPNYI 'N~ neesovnt arTe-rs: 5HEET 17 OP19 ~~. ®: , ~ ~ . `~ 17 ~®~ ...., . v .: ~~ 1 EAST, n. TEL ;ETON COUNTY, .'pe .tie ..,,~ fC3 r .~ ~ t, T a~ ~~ - ~==-ll~ Y,TM EIG. i f AIL S"'ro s~ - _ . r to ~ JtY MSPR Y, ~E -~ n 1. 3. 4. R aNN5 1 vo t T )k K U4S!Zi E i - TT~ 1 :....~. 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