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Roadway and Utility Improvementsh1EARINGS EXAMINERS CONDITION OF APPROVAL THE PROPOSED PRELIMINARY PIAi WILL SERVE THE PUBLIC USE AND INTERYS7 BY PROVIDINGAN ATTRACTIVE LOCA110N FOR A SINGLE FAMILY RESIDENTIAL SUBDIVISION CONVENIENT TO DOWNTOWN YELM AND TO THE SIGNIFICANT AMENITIES LOCATED IN TANOMA TERRA AND AT THE TANOMA TERRA GOLF AND COUNTRY CLUB, THEREFORE SHOULp BE APPROVED SUBJECT TO THE FOLLOWING CONDITIONS: I .THE CONDITIONS OP THE MITIGATED DETERMINADON OF NON-516NIFICANCE ARE HEREBY REFERENCED AND ARE CONSIDERED CONDITIONS OF TH15 APPP.OVAL. 2 EACH DWELLING UNIT WNH THE SUBDIVISION SHALL CONNECT TO THE GIN WATER SYSTEM. THE CONNECTION FEE AND METER FEE W LL BE ESTABLISryED AT THE TIME OF BUILDING PERMIT ISSUANCE. 3, ALL CONDITIONS FOR CROSS CONNECTION CONTROL A5 REQUIRED IN SECifON 246-290-490 WAC. 4. ALL PLANTING STRIPS ARf REQUIRED lAND5CAP7NG LOCATED IN ANYOPEN SPACE AND STORMWATERTRACT, AND ALONG LONGMIRE STREET SHALL BE SERVED BY AN IRRIGATION SYSTEM WITH A SEPARATE WATER METER AND AN APPROVED BACKFLOW PREVENTION DEVICE. 5. EAC'1 DWELLING WITHIN THE SUBDIVISION SHALL CONNECT TO THE Cltt S.T.E.P. SEWER SYSTEM. THE CONNECTION FEE AND INSPECTION FEE WILL BE ESTABLISHED AT THE TIME OF BUILDING PERMIT ISSUANCE. 6. THE APPLICANT SHALL PAY A FIRE PROTECTION IMPACT FEE. THE IMPACT FEE FOR 2006 IS $0216 PER SG. Fr. OF NEW DEVELOPMENT, Z THE PROPONENT SHALL DESIGN AND CONSTRUCT ALL STORMWATER FACILITIES IN 1HE ACCORDANCE WITH THE 1992 DOE STORMWATER MANUAL, AS ADOPTED BY THE CITY OF YELM. BEST MANAGEMENT PRACTICES (BMP'S) ARE REQUIRED DURING CONSTRUCTION. A 10-FOOT SETBACK FROM ALL PROPERTY LING AND EASEMENTS ARf REQUIRED FOR STORMWATER FACILITIES. 8. THE ftNAL STORMWATERPUN SHALL BE SUBMITTED WITH CIVIL ENGINEERING PLANS AND SHALL INCLUDE AND OPERATION AND MAINTENANCE PLAN. THE PLAN SHALL INCLUDE HIGH GROUNp WATER PROTECTION A5 REQUIRED IN THE MDNS. 9. ALL ROOF DRAIN RUNOFF SHALL BE INFILTRATED ON EACH LOT UTILIZING INDIVIDUAL DRYWELLS, t0. THE STORMWATfR S"STEM SHALL BE HELD IN COMMON BY THE HOMEOWNERS l~450CIATION. THE HOMEOWNER_ AGREEMENT SryAIL INCLUDE PROVISIONS FOR THE ASSESSMENT OF FEES AGAINST INDIVIDUAL LDTS FOR THE MAI NTENANCE AND REPW R OF THE STORMWATER FACILITIES. I I .THE PROPONENT SHALL SUBMIT A FIRE HYDRANT PLAN TO THE COMMUNITY DEVftOPMEM DEPARTMENT FOR REVIEW AND APPROVAL A5 PRRT OF THE CIVIL ENGINEEPJN6 PLANS PRIOR TO FINAL SUBDIVISION APPROVAL. 12 THE PROPONENT SHALL SUBMIT FIRE FLOW CALCULATIONS FOR All EXISTING AND PROPOSED HYDRANTS. ALL HYDRAMS MUST MEET MINIMUM CITY STANDARDS. 13. THE APPLICANT SHALL BE RESPONSIBLE FOR iNE INSTALLATION OF HYDRANT LOGICS ON ALL FIRE HYDRANTS REQUIRED AND INSTALLED AS PART OF DEVELOPMENT. THE APPLICAM SHALL COORDINATE IMTH 1HE YELM PUBLIC WORMS DEPARTMENT TO PURCHASE THE REgUIREp ryYDRANT LOCKS. HYDRANT LOCK DETAILS SHALL BE INCLUDED IN CIVIL PUN SUBMISSION. 14. STREET LIGHTING IS REQUIRED. CIVIL PLAN SUBMITTAL SHALL INCLUDE A LIGHTING PLAN FOR REVIEW AND APPROVAL. 15. PRIOR TO THE SUBMISSION FINAL PLAT APPLICATION, THE APPLICANT WILL PROVIDE THE COMMUNITY DEVELOPMEM DEPARTMENT AN ADDRESSING MAP FOR APPROVAL. 16. PR10R TO THE SUBMISSION OF FINAL PUT APPLICATION, A SUBDIVISION NAME MUST BE RESERVED WITH THE THURSTON COUNTY AUDITORS OFFICE. 17. THE PROPONENT SHALL SUBMIT A FINAL LANDSCAPING AND IRRIGATION PUN WITH THE CIVIL ENGINEERING PUNS TO INCLUDE PERIMETER OFTHE PRLUECT SITE, PUNTER STRIPS, OPEN SPACE IMPROVEMENTS, AND STORMWATER FACILITIES, 18.. THE PROPONENT SHALL PROVIDE A PERFORMANCE ASSURANCE DEVICE IN ORDER TO PROVIDE FOR MAINTENANCE OF THE REQUIRED LANDSCAPING FOR THIS PUT, UNTIL THE TENANT OR HOMEOWNERS' A550CIATION BECOMES RE5PON51BLE FOR LANDSCAPING MAINTENANCE. THE PERFORMANCE ASSURANCE DEVICE SHALL BE 150 PERCENT OF THE ANTICIPATED COST TO MAINTAIN THE LANDSCAPING FORTHRLE YEARS. METHOD OF SURVEY: CLOSED LOOP FIELD TRAVERSE USING A SOKKIA SET3E (00°00'05'9 TOTAL STATION. THIS SURVEY MEETS OR EXCEEDS PRECISION REQUIREMENTS ASSET FORTH IN WAC 332-130-090. LEGAL DESCRIPTION THE EAST HALF OF THE SOUTHEAST QUARTER OP THE SOUTHWEST QUARTER OF SECTION 24. TOWNSHIP 17 NORTH, RANGE I EAST, W.M. IN THURSTON COUNtt WASHINGTON. EXCEPT iNE SOUTH 665 FEET THEROF EXCEPT THE NORTH 20 FEET THEREOF TOGETHER WITH AND SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS OF RECORD. HORIZONTAL CONTROL WASHINGTON STATE PUNS COORDINATE SYSTEM t iHURS70N COUNtt HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRfC1510N NETWORK CONTROL PDINT N0. 837 ELEVATION 349.235 OPEN II D II 11 12 13 14 ~ I L -------- --- --- --- --_1 ~~ I 41 II a I 40 III 39 PROJECT INFORMATION OWNEWAPPLICANT: SITE ADDRESS PARCEL NUMBER: ZOMNG: SITE AREA: OPEN SPACE REQUIRED: OPEN SPACE PROVIDED: NUMBER OF LOI5: AVERAGE LOT SIZE 2 I I I _ I I I -~ m u + I to 1 ~ I ~ I / / ' _ / ~ J -- ~ , __~ ~ Op* i _~' i PEN ~ 38 II 37 IW ~~ I~ 7 ~ 36 ~w •I I 35 1 a 34 '~ _ -- 14+00 IS+00 I -_ 1 27 I 28 I 29 i 30 I OPEN SPACE SITE PLAN 39 32 33 UTILITIES STROMWATER WATER SERVICE. SEWERSERVICE: -- TELEPHONE SERVICE: POWEWGAS SERVICE CATV SERVICE: SCALE: 1"=50 FEET 0 25 50 100 DesIGN)BUILp CIVIL •TRANSPOF,TATION PtANNiN6 •SURVEYIN6 ~ 42006th Avenue. Ste. 301 j Lacev, Washington 98503 ~ ~j ® (360) 493-6002 ~ 000$UgDg CTOUp (360) 493-2476 fay ROADWAY AND UTILITY IMPROVEMENTS TERRA VALLEY YELM, WA5111N6TON SEC. 24.T17N,RIE A COMMUNITY BY TAHOMA TERRA, LLC ROADUVAY AND UTILITY IMPROVEMENTS SEC,24, T17N, RI E, W.M. TERRA VALLEY 4847 LONGMIRE ST. SE YELM, WA 98597 ~ ~) ; ° __ i ~ LONGMIRE SLEET SE ~ - LL ~{~{ _ _ ~ + ~ OPEN OPEN . ~. ~ ~ ' ° ,~ 10 I ~ ~ I ~ ~ I ~O 9 ~ , I I I ^I J i II 11 8 ~ II it 7 ~~ II 6 I I IL 5 III II I 4 II II I 3 ~ I . TERRA VAIIEY LLC 4200 6th AVENUE 8301 LACEY, WASHINGTON 98503 i 4947 LON6MIRE SE YELM, WASHINGTON 21724340000 R4, PI05 9.7 ± ACRES 5% f0.48%) 0.84 ACRE (9°h) 41 SINGLE fAMILY 5000 S.F. Cltt OF YELM Cltt OF YELM Cltt OF YELM YCOM NETWORK PUGtT SOUND ENERGY COMCPST wD NuNrx 05003 REVISIONS DfyGNE°~'' EVM OnrE BY DESCRPrION CALL UNDERGROUND LOCATE TWO ~ 3/17!06 DC REVISIONS PER CITYOF YELM CIVIL REVIEW NI WORKING DAYS BEFORE YOU DIG a Dw~vrN r~ OC 4/21106 EVM REVISIONS PER CNYOF YELM CIVIL REVIEW d2 'I-$~()-4Z4-5555 ~' "'E~E°`. TWT COVER SHEET nPPeonO roR COrls- N al ~~ ,yk w o E~pR cAF 1127/2006 HF' °n'E~ I"= Sf4dE 5G' DNftOPMEN~ REViEV/ EN6i NE91 W 67~ NPPRDVAI. MRCS. Iti II IIF F I w °+ --- --- 9ya.re=< -- -T--- --- I I I I I ~ ( ~ ~'a I J rb I ____ I _ __~-____+_~ I I 4v I I I I I 'o I I ~ .~ swag ~a~~, Nela ~ ~ _ _ --- I a 1_ I I I ~/_~~ ~ o I i >A .........._. L.,.u,....... E _ L - _ - _ ~ -nth _ _ L VICINITY MAP SHEET INDEX I S. N, a. _I__ CITY OF YELM TER VALLEY? PROPOSED I ~ SITE I ho ~ SHT.6 fIWC.4 f1RGWINf. l1FCf.RIVTif1u i G-i COVER SHEET 05003 COV 2 G-2 LEGEND, ABBREVIATIONS t GENERAL NOTES 05003 COV2 3 H I HOR120NTAL CONTROL PLAN 05003 HCPL 4 E-i TESC f DRAINAGE PLAN 05003 ECPL 5 E~2 TESC t DRNNAGf NO7E5 6 DETAILS 05003 ECDT 6 R~i ROADWAY PUN tPROFILE 05003 DRPPI 7 R-2 ROADWAY PLAN t PROFILE 05003 DRPP2 8 Rd ROADWAY PLAN E PROFLE 05003 DRPP3 9 R-4 ROADWAY PLAN t PROFILE 05003 DRPP4 10 R-5 ROADWAY t STORM DRAINAGE DETAILS 05003 DRDT i t R-6 CURB PLAN t ROADWAY DETAILS 05003 CBDT 12 W-0 COMPOSITE UTILitt PLAN 05003 UTPL 13 W-I WATER SYSTEM PLAN kPROFILE 05003 WfPPI 14 W-2 WATERSYSTEM PLAN k PROFILE _ 05003 WTPP2 15 W-3 WATER SYSTEM PLAN k PROFLE 05003 WfPP3 16 W-4 WATER SYSTEM PLAN k PROFILE 05003 WTPP4 17 W-5 WATER SYSTEM DETAILS 05003 VJLDT 18 W-6 WATER SYSTEM DETAILS _ 05003 WTDT2 19 5 I STEP SEWER PLAN £ PROFILE 05003 SSPP I 20 52 STEP SEWER PLAN 6 PROFILE 05003 SSPP2 21 53 SLEP SEWEk PLAN k PROFLE 05003 55PP3 22 5~4 STEP SEWER PLAN t PROFILE 05003 SSPP4 23 5.5 STEP SEWER DETAILS 05003 550T 24 L-I LIGHTING PLAN t SCHEDULE 05003 LTPL 25 M-I MAIL BOX PUN 05003 MBPL 26 L5~1 LANDSCAPING PLAN 05003 WDS O 1 /~r lU I'~( lU I -(360}458 8438 I (360}4588406 I-(360)-458841 I I -(3607-458-7701 I -(360]-459-1021 I-(8001-266-2278 DRAWING NO. G-1 SHEET I OF 26 l 1.+00 12100 13+00 LEGEND ABBREVIATIONS GENERAL NOTES EXISTING PROPOSED ACP = ASPHALT CONCRETE PAVEMENT PROpeRrruNE ADC. = ADLUSr GENERAL NOTES: A.P. =ANGLE POINT - - - - - - - - - - - - - - RIGnr-oF-war Bvc = BEGIN vERrlcu CURVE I . ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE _ _ _ _ _ _ _ _ _ _ - - Er.SEMENr aro =BLOW-OFF WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF cB = carcn BA51N THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD .es les conrouRMAIOR CDF =CONTROL DENSITY FILL , BRIDGE, AND MUNICIPAL CONSTRUCTION INCLUDING APWA coNrouRMINOR C.LP. = CAST IN PLACE , SUPPLEMENT TO DIVISION 1 q = ceNrfRLINE . - - - - - - - - - - - - CENTERLINE a. = ctASS COMM. DwvEwnY =COMMERCIAL DRIVeWAY 2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN EDGE OF PAVEMENT CONC. = CONCRETE ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND cuRe CONST. =CONSTRUCTION PERMITS. SIDEWALK G.P. =CONCRETE PIPE csP = coRRU6AreD STEEL RPE 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE - _ _ _ a•PVr _ e' avc w wnrER MNN cSTC = CRUSHED SURFACING roP COURSE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT D.L, DIP =DUCTILE IRON PIPe DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. ~ WATER METER DIA., DIAM„ B =DIAMETER M ELfV E =EAST 4. A PRECONSTRUCTION MEETING Sh1ALL BE FEED WIThI TI1E CITY OF ~ a~M-ecev ~ WATER HYDRANT ELec = fLEaRCw. YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START Ew = ELEVnnoN OF CONSTRUCTION. - G5s GRAVItt SANTARY MPJN EOP =EDGE OF PAVEMEM ESMr. =EASEMENT 5. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY EXACT z-r. Rvc ~, sEwERFORCf MNN Evc = END vERrlcu CURVE . LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. EXCB =EXISTING CATCH BASIN D > sEwERFLOwARROw E%sr.,Ex. = EXISTING GENERAL NOTES (STREET CONSTRUCTION) Fn =FIRE HYDRANT QS ~ ~ SEWER MANHOLE FL = FLOW uNe I .ALL WORKMANSHIP AND MATERIALS SHALL BE IN FM =FORCE MAIN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE O" cAStIN-PLACE (aP) MONUMENT nP =HIGH PoINr , MOST CURRENT COPY OF THE STATE OF WASHINGTON LD. = INSIDe DIAMETER STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND If, LE. =INVERT ELEVATION MUNICIPAL CONSTRUCTION. 50 STORM MAIN - IR, IRR =IRRIGATION ~ CO sroRM cLEANOUr T o LcPE = uNED CORRUGArfD PoLYErnnENE PIPE TRAFFIC CONTRO N ACCORDANCE W TH MUTCDR PRIOR OO STORM MANHOLE LT' _ ~~ TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS LF = UNEAL FEET SHALL BE PREPARED AND SUBMITTED TO THE CITY FOR ® SCREENED OVERPLOwINLET LP = LOw PoINr APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL ~~ = MA><IMUM APPROVED TRAFFIC CONTROL IS IN PLACE. CATCH BASIN , MH =MANHOLE MIN. =MINIMUM 3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK - MSE = MECnANICALLV STABIUZfD EARin GRADES, AND ANY OTHER VERTICAL AND/OR HORIZONTAL FABRIC FENCFIINlFT N = NORrn ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR N.LC. = NOi IN CONTRACT SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 2% STORM FLOW ARROW M5 =NOT TO SCALE O.C. = ON CENTER 4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING -R-R-R-a- R- GRADING RIDGe o.D. =OUTSIDE DIAMETER ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND ® PAVi, PAV'T = PAVEMENT TACKED WITH ASPHALT EMULSION TYPE 055- I IN g soaTESrPlrfocAnoN Pc,P.c. = PolNropcuRVATURE ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE P.C.C. = Powr OF COMPOUND CURVE NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING P.I. = POINT OF INTERSfaION TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND DRgINAGE BA51N BOUNDARY PP = POWER POLE THE JOINT SEALED WITH GRADE AR-4000W PAVING P.R.C. =POINT OF REVERSE CURVE ASPHALT. X PROP. =PROPOSED DRUNAGE BASIN DESIGNATION PT, p.r. =POINT OpTANGENCr 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT ~ Pr. =POINT OR POINT OFrANGENr SHALL BE IN ACCORDANCE WITH THE STANDARD I-~ SPOT ELEVATION PVI =POINT OF VERTICAL INTERSECTON SPECIFICATIONS. R, RAD. =RADIUS RlW, ROw = wcnr-oF.wnY 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN RT = wGrn APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED ~'~ GOLF caRr PArn . FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING 5 = SourH CONCRETE SD, S.D. =STORM DRAIN . ~~ ~ - 51DfwaLK SHLDR = SHOULDER 7. CERTIFICATION AS TO CONFORMANCE SHALL BE ~ ~ 55 =SANITARY SEWER PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK __ 55MH =SANITARY SEWER MANHOLE . aSPHALr STA, = 5rnnoN 8. THE CONTRACTORl1)EVELOPER SHALL FURNISH AND SrD =STANDARD INSTALL ALL PERMANENT SIGNING STREET UGHT TGE =TEMPORARY CONSTRUCTION EASEMENT . TEMP =TEMPORARY ~ ~ PEDESTRIAN RAMP rwBLK =THRUST BLOCKING TYP. =TYPICAL CONSTRUCTION EMRANCE UGT = UNDERGROUND TELEPHONE VC =VERTICAL CURVE W =WEST (351.26) ROAD PROFILE E%ISTING ELEVATION WI =WITH W.O. = WATER OUALItt 352.05 ROAD PROFILE PROPOSED ELEVATION TWE 3 - I G UNIT GBU MA1LB0% -n 1 nORIZOMAL GOMROL, WASHINGTON STATE PLANE COORDINATE SY5TEM f THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON GOUNtt HIGH PRECISION NETWORK CONTROL POINT N0.837 ELEVATION 349.235 DfslGweulLD ROADWAY AND UTILITY IMPROVEMENTS , xuMfiER osoo3 REVlslous erolL•rwwspoRTAnoN V ~ esiGxeoav FM DATE BY DESCRIPTION CALL UNDERGROUND LOCATE TWO DRAWING NO. PIANNING•BDRVEnNG ERRA VALLEY ~ sl17roG a REVISONSpeRCIttoFYfLMeIVILREVIfwAI LEGEND WORKING DAYS BEFORE YOU DIG ~ I 42006LhA S YELM, wABHwGroN { x~~m D~ , 1.800.424.5555 vrnue. te.301 Lacey washingtm 98503 2 cnecNeoer: 1WT ABBREVIATIONS & G 2 ~ ~ , (36DI493.6D02 iiP SEG 24 T17N RIE z ~ APPROVeo PoR wxsrRUalox - i~ . ~ (3601493-2476 Fm . , , A COMMUNITY BY ~Y oare~ 12712006 BY: OAIE: Consulting Group TAHOMA TERRA LLC seA~t: GENERAL NOTES cevaoPMExr REw[w EuGxEER , W5 6 OA APPR~VALeYPIRES: SHEET 2 OF 26 SEC.24, T 17N, R I E, W.M. EXISTING 4 ROAD I SE T A H O M A TERRA CL TERRA GLENN BT. 5E d = I I °B' 13" 5TA = 50+00.00 CL LONGMIRE ST. 9E MASTER PLANNED COMMUNITY STA. = 25+43.43 4 LONGMIRE ST. 5E R = 201.59 ' STA = 7+91.76 IVIBION$ 14 2 5TA=11+83.31 L=3 9.19 - ..._.: ,. ~i r~ i d i I I II ~~ ~ EXISiINGPROPERTY LINE R= 58.19' `-` _ _ _ . 4 L 60.84' a ,.:, , . - _ R 1971.-02 - __. __ ... _. _._.. ._, ._. ~ ~~`~. ~'~.I/ ~. _ .. _ L 179.67 - - LONGMIRE STREET SE - i.,j- -- ~ SCALE: 7 SD FEET - - .- t . . ,~,,~+ I ------- - - / ._ - 0 25 50 100 _ 5 88 13'46° E 337.80 - ~ ~ - - g? _ , i~ I i - _._ - --- -- ~~~" ~' 10 ~ ~~ I r = _ I w I I 1 5TA= I+ 7 93 ' , I ~ 11 12 I 13 al m fL TERRA GLENN 5T. 5E STA = 30+21 93 P~ I I I 14 I Q T . . R D 5TA = 1 +' .00 9 ~ I ~ OA I ~ , I ,I I ° 40 STA = 13+91.91 J I ~' r I &2 __-_ I _-__ - .I _ ~ I - - - - _ - _ _ 588°15'14'E 391.91' N 39 - ROAD 2 -- ------- a o I EXISTING PROPERTY LINE ~ `-- --~ ----•- 7 i ~ N -- y --~- _ I ~~ tJ~ ~ 38 I _ 1 I l 6' SD 30. ~ 15 16 17 18 I 19 20 ~ so o ,' o of I ~ 37 w ~ I ° ~ z o~ o ~I W 3 I NI 1 I NJ '. '~,m 5 I °~,' I . I I~ I ~ z ~ ~- I I •~ 36 N I AIQ 1 n/ I ¢RO I 5TA = 54+74. ~. RO I ml Q 1 I I L^ /L ~ 5TA= 1o+oD o 4 ~ o ~ ~ I W I l 26 25 ~ ~ .~ W~ , 35 I I `I 24 23 22 21 I NI fL TERRA GLENN 5i. 5E I STA. = 33+16,93 I I I a ~ ROAD I I I I I pl <I STA = 13+92.54 EXISTING PROPERLY LINE I 1 ~ I ~I laII 34 I I ~ ~ __- __ --_- I ~ l~T_-... -, 2 I - -- _ - _ - _ 588°15'14"E 392,54' I\Od'Tt xJ I 7I - 'o -- - 58B_I S' 14'f 145.00' _-_ _ I 1 ; AD I 51A = 5 + 2.59 27 28 29 30 - - Gl / 31 32 33 L2 ~ / OPEN N 88° 12'27' W 663.39 4 ROAD I SE 5TA = 55+05.15 E X I S T I EXISTING PROPERTY UNE ~xIF T TAHOMA V LLEY GOLF & COUN CLUB LINE DIRECTION DISTANCE LI N01°35'17"E 30.22' l2 588°12'27"E 25.15' CURVE DELTA RADIUS LENGTH TANGENT CI 90°12'16" 100,00' 157.44' 100.36' ~'~ ~•.{ CONCRETE CL X000 o I z 'Z~ a E I/z Le. (u1N,) S7EEL OR IRQI I-e --~ ~} e' 1 cn+ceu xorzs CITY OF YELM i. nNS uauuwi m sE uga Ix RlNUxous aR DEPT. OF PUBLIC WORKS esrxnr `wartrt r"~`""`"""~`° CAST IN PLACE YpNYEM IS NOi RLOL NID ~`` ~',` ~°®°";~o~Y~YMYYY MONUMENT x cu sx°u a r uln. aw. suss nuc uxaan. ueROVEO ow. xa x. µwErt m az nwaa a N RNU was .YaNS alacim pert 4-i 6 o ux11E1gxY EwxounaY oES. YNR. om. urt ~ s-c s-c s-c t0/J/9/ NOTE: I .SEE DW6 NO G-2 FOR GENERAL NOTES. 2.OSET 2" BRASS DISK AS SHOWN ON PLANS. 3. ~ EXISTING 2" BRASS DISK MONUMENT noRlzoNTAL coNTRDL. WASHINGTON STATE PLANE COORDINATE SYSTEM d THURSTON COUNtt NIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,aBNxuo~R osoo3 REwslons CALL UNDERGROUND LOCATE TWO Df51GWBUILD y C a' EM ~" DATE BY DESCRIPTION DRAWING N0. ova•TRANSPORrnrloN PtA"NING° TERRA VALLEY eesl E 3117!06 DC REVI51ON5PERCI7YOFYELMCNILREVIEWAI WORKING DAYS BEFORE YOU DIG SDRVEnNG YELM WASHINGTON ~ > °P°''Ma° °` HORIZONTAL CONTROL 1.800-024.5555 4200 6lh Avenue, Ste. 301 ~ , = ereercco ar. TWT neeROVec roR CONS'RnaloN ~.~ Lacey, Washington 98503 1 ~ 3607 493 b002 EC 24 T ~ PLAN ~ f )360) 493 2476 Fax ~~'~'~ . , S 17N.. R I E e+° cnE u27r2oo6 er cn r cwttoeY'["~ ReviEw exGIN[[x Consulting Group ACOMMUNITYBY scAlc I ° = so' SHEET 3 OF 26 TAIIOMA TERRA, LLC cTr m ze e aPPROVnt rxnRn. - - --- ---- a~a„=E -- -T---- ---- I I I I _ I , , ~ 6 I I I I ,b I' n.is. CRY OF YELM ~ I I I I sa I n sw xm v Y -.L-._._ ...._.. _ _ _ _ _ _ _ L ~ o ~_ I ~ C I 10 s I e I nnnOnnnnn s I ~,. r-----~~~ J ~J oon~v.s.sE I TER VALLEYI I PROPOSED I I ~ SITE i ~r' I __...~_t.___.__-i_-L-----L-.~ e-L VICINITY MAP N.T.S. SEC.24, T 17N, R I E, W.M. EXI LNG j MASTERTPHON A TERRA -- --- y ~ I,~ _ I I NED COMMUNITY I x '' - - ___._ I I DIVISIONS 14 2 ~I I I _ _. _ _. -. If - ~ ~ EXISTING PROP~RTY LINE ~ III ~ BOUNDRY UNE i 'I - --- - I ~~ _ I ~ _ - -- - -- _ - -_ - -- _.. __ ___ - -_ -" ~ Y _ ~~ ---- - _, _ _--- -.- -- -- __.. - 1I -- - SCALE: 1'=50 FEET _ ~~~~~~ _ LONGN11RE5TREE~~~ --=- - --- ~ ---Ja4 +~~~ FFt~ -. _- -_ - J t Ig ~ N -- -- -- ', - -- OPEN - -- - _- -OPEN I I , ~ ~ ~ OPEN ~' _ ~~ ~ ~ ~• Qo ~ ~ _~ i~~ I,. I, ~ I 41 I m' .,I 5 ~ I ~I I o Y I ~° I 25,001 k3 A 11 12 13 4 I , 9 I I 77.6'-0 J ~ ~ L < III ;~ I 40 I I I ---------'--_J --.--- JI I I I -- __- --_ I p --- -- +1 I 8 '... I I ~ _ ROAD 2- - r 13+C0 I _ _ + EXISTING PROPERtt LINE .•„,. 3_ I 3 ---- --- - i -- --, 3 _' 3 I I I ... I I.... _. _. JJ6 I } I x -_ _` EXISTING PROPERLY LINE -- l ~ I ~f I g I I ~ ;~ ~ 15 ~ .16 17 18 19 20 ' ~ ,°~ ~ .i - WETLAND BUFFER '~ I I I I I 8Iz . 37 -- - J ~W ,~ z 1 ~ g. + I I I Iw I 1J 5 I I - ,' I ~ l ly I ~ I I i i •~~ 36 ~ ~ I ~ ~ , I I Q T -- ~ w ~/ I 4 ~ ~ ~ ~I *'=W ~I I I~ I I I I o 811- ~I 35 =~ I ~" 12~z -- 25 24 23 22 ,'21 I I _ I T 18 I _ I I 3 i I :~ - ~ ~ ~ _ L JJ7 _ _ - - ~ a ~ 34 I.~ I ~ ~_- --- I __-__ __- _-__-__J I I I_ _._ _._- r 8 ,., 3 I 11~+~ = 12+00 13 00 y ~ - _ ~ _ ~ _ u 1 - - - _ --1S+f3®J6- _ f, --0 . ~ Ig r-- -- ~ 7J6-- - - - - - - ~ 1 3 // Y. ~. - r - ~ '~ ~ ~ 27 28 ' 29 303 3ti E E ~w ' / 73 ,zB 31 32 33 ,~ 9y ~ ~_ , ~IK /~ ` ,OPEN ' ,' ~s '~--- !. 1 332 EXISTING TAh10MA VALLEY ~ GOLFfCOUNTRY B PROPERTY LINE HORI20NTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM f THURSTON COUNtt HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349.235 DESIGwawLD ROADWAY AND UTILITY IMPROVEMENTS c ,OBNUb6ER osoo3 REVISIONS CALL UNDERGROUND LOCATE TWO DRAWING N0 cesleNeoer EM DATE BY DESCPoPTION . CIVII•TRANSPORTATION TERRA VALLEY ~? 31nroG Dc R>:wsloNSPERCITVOFrfLMCIVnREmEwsl WORKING DAYS BEFORE YOU DIG ~ PWJ"'NG•SDRVEYING YELM WASNINGTON y oPnwNtiY: oc TESC & DRAINAGE 1.800-024-5555 4200 6th Averoe, Ste. 30 i , = ereeReo 6r: 1WT neFFOVeo rnPCO~s~PUCIa+ E ~1 a I~~;; lacey, Wasn~nytrn 98503 (3GO1493GOOZ SEC. 24,TI7N,RIE ~ 112712006 PLAN cr. cF'F: Consulting Group 13601493.2476 Fax A COMMUNITY 8Y cn e; oEVeLOrmeei e[mew enewLLR TAIIOMA TERRA, LLC ~ swr. I • = 50' arvawni ~nP~,, SHEET 4 OP 26 _ __ ____ ___ w,a ..x -T____ I __ I ~ Ib I I I I ,,~ ~- -+- ---•------F-~ - - ryas I ~ -,_- CITY OF YELM I I I I I ao I n !~...._........~ _ sw ea. va<r ea a IJ ~ - I I D z i 5`~ /U~~~ ~ ~'• TAHO AJ ~J ~~. siy I s ----+~ _ TER VALLEYI i I PROPOSED I I ~ SITE ~ ,, ar I VICINITY MAP N.T.S. P05T-DEVELOPMENT BASIN AREA SUMMARY' THE 8A51N IMPERVIOUS ROADWAY AREA 1.85 Ac IMPERVIOUS SIDEWALK AREA 0.25 Ac POND AREA 0.10 Pc DISNRBED PERVIOUS OR UNDISTURBED AREA 5.37 Pc TWBUTARY LOT IMPERVIOUS 0 47 Pc AREA (500 5F PER LOTI NON~TPJBUTARY ROOF AREA (I 500 Sf PER L07T 1.4 I Po TOTAL 9.45 Pc InC HDVVC NUM~CK INI.W UCJ U.L I Rl, Uf UfCJI IC IMYCKVIVUS JUKrA(,C rRBI1rARY To mE Balm STORM DRAINAGE CONSTRUCTION NOTES FOR GENERAL EROSION CONTROL NOTES, SEE SHEET E.2. -THE FOLLOtMNG EROSION CONTROL MEA9URE9 SHALL BE m5TA1LED AS REDUIRED BY CITY ENGINEER O INSTALL 57ABILIZEO CONSTRUCTION ENTRANCE PER FIGURE 816 ON SHEET E 2. ~ INSTALL FILTER FABRIC FENCING AS NEEDED AND A5 REQUIRED BY THE CITY OF YELM DURING THE CONSTRUCTION TO CONTROL SEDIMENT RUNOFF PER Fl6URE B2 ON SHEET f-2. mSTALL SEDIMENT PROTECTION SILT SOCK p3003 51REAMGUARD 3 INSERT AT NEW CATCH BASIN LOCATIONS PER DETAIL ON SHEET EC-2. MAMAIN SILT SOCK UNTIL SITE 15 PAVED AND STABILIZED. CONTRACTOR SHALL ENSURE THAT SEDIMENT DOES NOT FALL IMO CATCH BASIN DURING REMOVAL OF THE Slli SOCK, O CONSTRUCT WETPOND PER DETAIL ON SHEET E 2 MAXIMUM SLDPE 2:1. O CON5TRUCT INFILTRATION POND PER DETAIL DN SHEET E-2 MAXIMUM SLOPE 2:1. O IN5IALL TYPE I CB WITH BEEHIVE GRATE A9 SHOWN ON TH15 PLAN. GRATE ELEV=329.0, INV ELEV=327.5 7 INSTALL 20 LF 12" PVC SD PIPE AB SHOWN ON THiS PWJ. 5=0.025 RIFT. INV OUT E1fl=327.0 ADAPTER SKIRT RETRIEVAL STRAP b8• ~ J6' ~~~ ~ E 1 V OVERFLOW /~ (TO BYPASS PEAK V $10RM VOLUMES) GEOTExTILE pq• FABRIC M VM VM V .~N`` SEDIMENT ACCUMULATON INSTALLATION: MAINTENANCE: • REMOVE CATCH BASIN GRATE .DETERMINE SEDIMENT ACCUMULATION BY PROBING WTH YARDSTICK TO MEASURE • CLEAN DIRT AND DEBRIS FROM GRATE LEDGE SEDIMENT LEVEL PLACE $TAEAMCUARD INSERT OVER CATCH .RECOMMENDED: EIdPTY ANO REINSTALL BA4N OPENING Wn7 BAG INSIDE BASIN WHEN UNIT IS APPRO%IMAIELY HALF FULL (UP i0 1Z INCHES SEDIMENT) .REPLACE GRATE, AT THE SAME nME PINCH INSERT FABRIC BETWEEN CRAZE ANO FAAME RECOMMENDED: REGULARLY INSPECT INSERTS ANO LOG OBSERVAPONS AS A •CUi E%CES$ FABRIC OFF AND LEAVE THREE BEST MANAGEMENT PRACTICE TO FIVE INCHES OF FABRIC AROl7N0 W151DE SIDE OF GRATE IF INSERT IS REUSABLE SILT SOCK DETAIL X3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY us-n~s a w~ r~xeao orr~ raiaiic'a i'w~'v: "%xr p ~ _ T xn~ ~na nm u. x e , u• Tana a i~ rr.~a~ eimA°mnaicen a •raYwe• ~a en~n '. a~.N~NR.,Pau E~L_~II o ~ ~~W~u~ ~ ~E~`{r s, s~n Parc mia L u~ srm~ruXOm.o"'ars TERRA VALLEY DETAIL °I~zDDS FILTER FABRIC FENCE DETAIL RIP RAP SPILLWAY 'O 10 (SEE DETAIL TH155HEE0 6, 10 w 0 WETPOND INFILTRATION POND ('FREEBOARD ('FREEBOARD ELEV. = W.S. EL=330.7 W.S. EL.=330.7 -334.0 2.4' UVE _ ~. ~ I ELEV. _ ±337.0 ' ~~ STORAGE P} BOTTOM EL.= 327.0 ti' - MF 4.3' DEAD ~ ~ ~ ~ `V - _ _ BOTTOM EL = 324 0 POOL - ~,I I I~ ~ ~I~ I Idh;rTl} ' I UNDISTURBED NATIVE SOIL uNE werPOND Mnrn 6' of SANDY CLAY LOAM SOIL. INFILTRATION/WETPOND DETAIL -SECTION A-A N.T.S. WETPOND SPILLWAY ELEV. = 329.7 3 6' QUARRY SPACES 12' DEEP I~ 15 _ ~I f 3 3 10' SPILLWAY DETAIL N.T.S. HORIZONTN. CONTROL. WASHINGTON STATE PLANE COORDINATE SYSTEM f THURSTON COUNtt HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NENVORK CONTROL POWS N0. 837 ELEVATION 349.235 DESIGWBUILD CIVIL •iRANSPORTAT10N 1 PUNNING•SURVEYING ~ 4200 6lh Avenue, Sle. 301 ~ ~ ~ ~ Lacey, Washington 98503 (360) 493-6002 L ~ ~ Consulting Group (360)493.2476 Fax ROADWAY AND UTILITY IMPROVEMENTS TERRA VALLEY YELM, WASNINGTON SEG. 24,T17N,RIE A COMMUNITY BY TAh10MA TERRA, LLC IoDUtudrEe. 05003 DESIGNED fH': CRAWN 6~. LPECKEO OY iWT cnri~ V27I2006 SCALE- REVISIONS DUMP NO WASTE ~. /\ ~~ Y DRAINS TO STREAM 1 ~~~~~~ ~Q~Q~~ DUMP NO WASTE DRAINS TO STREAM NOTES: 1. CENTER STENCIL 3" FROM ROADSIDE EDGE OF CATCn BASW. 2. STENCL LEITERIN6 MUST BE 2' M nBGnr auO lNSTULeD As snawN ABOVE. 3. STENCL LfRERING MU51 BE Wril1E. TERRA VALLEY YELM, WASHINGTON MESSAGE STORM DRAINAGE DESIGN MANUAL FIG B16 P~ \ O 9S G o G~ °o. , V i 4~ a • TS' NINWU~ yJ II'WNIMUII NJM A~x r ro e' oueaar sPeus .h PaoxoF ruu veoTN cr Wa+auiFCRas AREA REFERENCE: KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL DATE: JULY 1988 STABILIZED C~NSTRUCTIDN ENTRANCE TESL DRAINAGE NOTES & DETAILS STANDARD EROSION CONTROL NOTES SILT FENCES I .FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT 10 THE LENGTH OF THE BARRIER TO AVOID USf OF JOINTS. WHEN JOINTS ARE NECE55ARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED Ai BOTH ENDS TO POST. 2. POSTS SHALL Bf SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MININ4UM OF UO INCHES). 3. A TRENCH SHALL 8E EXCAVATED APPROXIMATELY 81NCHE5 WIDE AND 12 INCHES DEEP ALONG THE LINE OF PO5T5 AND UPSLOPE FROM THE BARRIER. 4, WHEN STANDARD STRENGTH FILTER FABRIC 15 USED, A WIRE MESH SUPPORT FENCE SHALL 8F FASTENED SECURELY TO THE UPSLOPf SIDE OF THE POSTS USING HEAVY-DUtt WIRE STAPLES AT LEAST I INCH LONG, TIE W1RE5 OR HOG R1NG5. THE WIRE SHALL IXTfNO INTO THE TRENCH A MINIMUM OF 41NCHE5 AND SMALL NOT fXrfND MORE THAN 361NCHE5 ABOVE THE ORIGINAL GROUND SURFACE, 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 201NCHE5 OF THE FABRIC SHALL BE EXTENDED IMO iHf TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 361NCHE5 ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED LO FNISTING TREES. 6. W11fN EXTRA-STRENGTH FILTER FABRIC AND CLOSER P05T SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY of ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITIf ALL O7BfR PROVISIONS OF ABOVE NOTES APPL17N6. 7. FILTER FABRIC FENCES SHALL N018E REMOVED BEFORE Tryf UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL 8E MADE IMMEDIATELY. INLET PROTECTION I ,PLACE CONCRETE BLOCKS IENGTHWSf ON R1EIR SIDES IN A SINGLE ROW AROUND THE PfR)METER OF THE INLET, 50 THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARf 41NCHE5, AND 12 INCHES WIDE. THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PLACE WRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE BLOCYS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH U2-INCH OPENINGS. 3. PILE STONE AGAINST ilif WIRE MESH TO THE TOP OF THE BLOCKS. USf 314-TO 3-INCH GRAVEL. 4. PLACE WIRE MESH OVER TryE DROP INIEi 50 THAT THE WIRE EXTENDS 0. MINIMUM OF I FT BEYOND EACH SIDE OF THE INLET STR.UCTURf. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH ill-INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVfR1AP iHf STRIPS, PLACE FlLifR FABRIC OVER WIRE MESH. 5. PLACE 314-INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 121NCHE5 OVER THE ENTIRE INLET OPENING. EXTEND THE STONE BEYOND THE INIFT OPENING 0.T LEAST 18 INCHES ON ALL SIDES. 6. IF THE STONE FILLER BECOMES QOGGED WITH SEDIMENT, THE STONES MUST BE PUU.ED AWAY FROM THE INLET AND CLEANED OR REPLACED. CONSTRUCTION ENTRANCES I .MATERIAL SHAH BE 4` TO 6" QUARRY SPACES AND MAY BETOP-DRESSED WITH I ° TO 3' ROCK. 2 THE ROCK PAD SHALL 8E AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH S71ALL BE RtE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL SITES. 3. ADDITIONAL ROCK SHAH 8E ADDED PERIODICALLY TO MAINTWN PROPER FUNC(ION OF THE PAD. 4. IF THE PAD DOES N01 ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEEL55HALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL 8E DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATERSHALI DRAIN i0 A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. TOPSOIL STOCKPILES: I. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OiHfRAPPROVED DEVICE) DAILY BENvEEN NOVEMBER 1 AND MARCH 31. 2, IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE POSITIVELY PREVENTED. 3. TOPSOIL SHALL NOT BE PPCED WHILE IN A FROZEN OR MUDDY CONDITION, WIEN THE SUBGRAOE IS EXCE551VELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTAeUSHED GRADES ON THE AREAS TO 8E TOPSOILED SHALL BE MAINTAINED ACCORDING i0 THE APPROVAL PLAN. t1YDR05EEDING I . SEED MI%TURE SHALL BE SUBMIttED TO THE ENGINEER FOR APPROVAL AND SHALL BE APPLIED Ai THE RATE RECOMMENDED BY THE MANUFACTURER. 2. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED THEE BE NECE55ARY. (E.G.,GEO7IXTILfS, JUTE MAT, CLEAR PLASTIC COVERING). 3. SEED BEDS PUNTED BETWEEN MAY I AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAIMENANCE A5 NECE55ARY ID FOSTER AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH A5 GRADIENT TERRACES, INTERCEPTOR DIK1S, SWALE5, LEVEL SPREADERS AND SEDIMENT B/S1N5. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOU.OWNG SURFACE ROUGHEWNG. PERFORM A0. CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MMIMIZED, ESPECALLY ADJACENT TO WATER BODIES AND WfTUN05, STORM DRAINAGE CONSTRUCTION NOTE: TO PROTECT DRAINAGE DETENTION FACILITIES FROM SEDIMENTATION, THEY SHALL BE CONNECTED TO THE STORM CONVEYANCE SYSTEM AFTER 517E WORK ROADS, UTILITIES, PERMANENT Eft0510N LOMROL MEASURES AND LANDSCAPING ARE IN PLACE IN THE TRIBUTARY AREA A60VE THE FACILITY. NOTE: I . PIPE LENGTHS INDICATED ARE TO CENlTEft OF CATCH BASINS AND MANHOLES AND ROUNDED TO THE NEAREST FOOT. 2. ALL CATCH BASIN STATION AND OFFSET DIMENSIONS ARE TO CENTEROF BA51N. 3. All CATCH BP51N GRATE ELEVATIONS ARE SE110 PROPOSED CURB FLOW LINE EVEVATIONS. 4. ALL STORM DRAIN PIPE SHALL BE ADS. 5. ALL S70RM DRAIN PIPE ENTERING INTO EITHER THE B141NFILTRATION PONDS WITH SLOPED SIDES SttAL HAVE EITHER A FLARED END SECTION INSTALLED ORTHE STORM DRAIN PIPE SHALL BE CUT WITH SLOPE SUCH THAT OPENNING ONTO SLOPE IS FLUSH WITH SLOPE SUftfACE. PIPE SHALL ENTER AT TOE OF SLOPE OF PONDS OR CELLS. EROSION CONTROL 15 NOT LIMITED TO THE ITEMS ON THESE PUNS. THE CONTRACTORIS RESPON518LE FOR THE INSTALLATION AND MNNTENANCE OF ALL EROSION CONTROL MEASURES, NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES SHALL BE ALLOWED. CARE SHALL BE 1AXEN TO PREVENT MIGRATION OF SILTS 70 OFFSITE PROPER77E5. CALL UNDERGROUND LOCATE TWO DRAWING N0. WORKING DAYS BEFORE YOU DIG 1.800-024-5555 APPROVED POR GDNS'RllC?ION E .~ BY' DA'B DfVFiOPMEM REVIEW ENGINEER nPPRDVAl ExR2~5. SFIEET 5 OF 26 5TA5D+52.47 SEC.24, T 17N, R I E, W.M, SAW CUT 6 MATCN EXISTING PAVEMENTS INFILTRATION POND 9207 FT3 LONGMIRE STREET WET PouD 100 YEAR WATER LEVEL= 330.7 SEE iA110MA TERRA FULL CAPACITY= 25,001 FT3 DIVISION I CONSTRUCTION PWJ9 CL ROAD I STA. 51+79.93 ~ ROAD I STA. 54+74.93 ROAD 2 ~ RoAD z BoP sTA 10+00.00 ROAD 3 ~ ROAD 3 BOP sTA 10+00 00 76'RNJ SEE SNEEf R-2 SEE SNEEi R-3 38.00 38.00 2550 56 ~ 30.50 56.00 RhV 30.5' 25.5' 1 I ~ I J I L~ ~ I I O ,I I I I f l Io ~ I • I ~ IIo I t.+ . ~ I ' 1 I' ~T~N li , I J I II I I I I I I I I. I I h } } PROPOSED ~` I I N I I ti ry I r o ~. 1 PROPERTY LINE I I F. 6 I N- o I I e __ -~ I I -o>n N I I 4• 3 I r h I ~ __ I ~ _ _m -m-Y - _ _L_ _ _ ~ - _ ~,.~ ,,. _ ~ " _- I 5 ~ I . I '. 0+00 : 5h00 _ ~+ 0 ~ 5~}00}00 v 5~~00~ 55+~00 ~~ r ~ ~ ~_ ~ JI I I 1 -___ _ _ ~ IJ - ~ ~.' I __ ~j ~ ---~--'I- __ __ m ~- - _ - __-__ __-__~~ ---- --- ` \S l ~ ~ ~ ,~' I ~ oo -~ ~ ~ A ~w ~ ~ oo I I I r i I ~ ' ~ N ~ ~ R-6 F ` i ~ , / l ~ ROAD 1 L~P 97IA 50 I ~ ~ I LONGMIRR ~iT c.~>k 7+++III~~~ I 61 REMOVE EXISTING 71PE III BARRICADES I 1 L I f 1 1 STA 50+52.48 INSTALL 5' CURB TRANSITION PER DETAILDNSHT R-5 ROAD 1 E%ISTING PROPERtt LINE ~~~ SCALE: 7"=50 FEET 0 25®0 PROPERTY LINE END OF CONSTRIJTION CL ROAD I EOP STA. 56+87.73 2 ~0 I " I 6 7 355 6 .oavc 7s.oo'v = 355 p VPI ft = 337.21 VPI ELV = 33 .9A O o ~ + N o Z 0 ° o ~ o° g~ 350 o N~+ N° ~ m m v u m ~ ~ N m mO uNi o ~ Lo o m om °vN Ur`m ~rov 350 ~ ut- ma r > m ~ +I o N m m -m ~ - m + N m m o _+ m z'^ m m ~ma 3a a ~ ~ a r > a> r I n u II a r m ma" „ ~a > z N r I z Rl w , nw w ~ u i w o'~~ ~ Ouri lu 345 ¢w ~Nm w mw a w N w a ~ » V JI > ~ k adJl w °0 0 ro ~» o d ~ma a 345 0 Om Om - -N ~p 340 -- - - Na± m 340 r-zip- ao_Q u PROPO ED GRADE 335 - --- ~RIOOINO 335 ~~$ _ _ _ _ _ _ ~ 050% -_ _ 0,51 ~~-_ __ :I 330 zs 1 LF 12" D.I. s , s=o oa5o ~ ~ - d - 330 O 0 325 d OAD 325 m m * a p m N m Q V °1 m n ~ ? o N m m C N '^ m t` N ~' aa 47 ~. m N NO m M N m N N G ip ~ m Ol ~ . m - ~ m m o m m m m m m m m m m m m m m m m m m m m m m m m m m m m 320 „ m „ m _ m .. m „ m ,. m ~ m ~ m _ m _ m ., m ~ m ~ m ~ 320 49+00 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 58+00 HORZ. • 1" = 5011 VERT. -1" = 5' DE5IGWBUILD CIVIL 4RANSPORTATION PIANNING•SURVEYING 1 i 4200 6th Avenue, Ste. 301 a ~, ~~~j Lacey, Washington 98503 (3601493-6002 ` , ^ Consulting Group (360) 493-2476 Fav ROADWAY AND UTILITY IMPROVEMENTS Lo"NUS TERRA VALLEY °`"G"' YELM,WASF11N6TON > cRawNl Z GHEGRtt R SEC. 24, T 17N, R I E ~ A COMMUNITY 8Y a o"`f' TAIIOMA TERRA, LLC R ~, 5GA'~ aeR 05003 REVISIONS ar, EM DATE 8Y DESCRIPTION r. VL DC 3/17106 DC REVISIONS PER Ott OF YELM CINL REVIEWkI HY. 7WT 4I2y06 EM REVISIONS PERCItt OF YEIM CIVIL REVIEW k2 112 712 0 0 6 I"=50' STORM DRAIN CATCH BASINS LONGMIRESTREETSE I~ - W ROAD 2 1 rn ---~ F N 2 Z J Q ~ O a ~ w r ROAD3 KEY MAP N.15. TYPE STATION OFFSET GRATE ELEV. INVERT ELVEVATION TYPE ! 52+14.52 18.5' Ri 332.74 330.15 TYPE I 54+65.72 18.5'RT 334.01 331,40 TYPE I SEE SHT R-3 TYPE I SEE SNT R-3 T1PE I 52+14.52 18.5'LT 332.74 329.98 TYPE 1 SEE SI1T R-2 TYPE 1 SEE SIiT R-2 FINIStl GkP 335 ~~~ ~~0 2.s Ia'wM 325 __ 35 -12"DLSD 5=0,0050 FTIFT 320 C8 I TO CB 5 NOTES: I SEE 5117. N0. G-2 FOR 6ENfRAL NOTES. 2. SEE SHi. N0. H-I FOR NOR120MAL IAVGUi. 3. SEE SHi. N0. R~5 EQR STREET CON5IRULTION NOTES. 4. SEE SPT. NO- f ~2 FOR STORM ORAIN ngiES 5. PIPE LEN6fn51N01CA7f0 ARE i0 CENTER OF CATLY fu5iN5 AND MANHOLE5 ANU ftouNOfo ro TnE NEAeESr Foor. 6-ALL UTIUIY CROSSAGS N91FI LE55 THAN MiWMUM CLEARANCE. ttPiCALLY I&', SHALL h'AVf sANO CUSH:oN ASruaD nETwE~P~Pfs. ROADWAY PLAN & PROFILE ROAD I STATIONS 50+00.00 TO 56+87-83 FIORIZONTAL CONTROL WASNINGTON STATE PLANE COORDINATE SYSTEM E TNURSTON COUNTY 111611 VERTICAL DATUM PRECISION NETN/ORf. NGUD 29 PER TNURSTON COUNtt NIGH PRECISION NETWORK CONTROL POINT N0.837 ftEVAT10N 349.235 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1.800-024.5555 APPftOVF.G FOR CONSRUGION Hv- oA~E OfV10PMfN" RfVIfW ENGIN~F-fR APPROVAI. EePIREO DRAWING N0. R-1 srleeT 6 of 26 SEC.24, T 17N, R I E, W, M. ~ LONGMIRE STREET SE I ' -~_ w I ROAD 1 ~ ROAD I STA. 51 +79.93 4 RoaD z BoP sra I o+oo 0o TERRA GLENN ST SE fl TERRA GIENN ST. SE STA. 30+21.93 13 ROAD z EoP srA ROAD 2 I N ~ SEE SHEET R I , SEE SnEEf R 4 . +s 1.91 4 ~ - 25.5' S6' ~ 30,5' i wET POND I OO YEAR WATER LEVEL=330.7 FULL CAPACITY 25,001 FT3 - 25,5' 56.0' RIJJ 30.5 ~ z I Z I + ~ ~ I _. ~ J4a _ - i I i ~ 1 ~ ~ I' 1 I I I I i I ~ I a I I I IN ~. I I , I I ,I I H ~ I + ~° ~ i I ` '1 ------ - I I I o I U8, o I I 1 I 'I I SCALE: 1'=50 FEET ROAD 3 I I I I •I L _o l -, ~ ~ ~ m I y _ __. ., ~ 0 25 ® 0 ExIBTING - - - _ _ _ - _ ~ ~ ~ I -~~ PROPERTYLINE I 'I __ ___ B _ _ _( . __ o ~ 7 _ >; I I ~ ° ~ •r ewsrlNG KEY MAP I _ ~-- ~- ~'~ -~- '~-~'- -- - 21 PROPERTY INE I I II+00 12+00 ~ 13+00 I I J- L xt5. I ~ ,. I - - - ~j - ~ I .... 5 _ __ , ,r _ _ __ _ A ~ oom m. ° m ~o m_ o ° _ - . -- _. 3x _ _ __ - I II _ I I L .12... -- ___ TORM DRA N CATCH ASIN5 T __- _ R~6 _ ~} ,p I I I ~~ I ~ T I I al 21 ~ __ - _ - TYPE STATION OFFSET GRATE ELEV. INVERT ELEVATION I ` ~I I SEE ShT R-i I I I I ~ I 5 SEE ShT R-I I I w ~ ;I I I I I ~..I.. 6 11PE1 10+42.06 11.05'RT 332.76 329.&0 I ° ° I I A I ~ I 7 TYPE I 10+42.06 1 1.05' LT 332.78 32970 I r 1 ~ ~ ~ I ;, l ~ 8 TYPE I 1 I+ 12.96 18.50' LT 333.14 329-31 ° ~ 7. -. __-. d3a _ _ i.. i I I ~ 9 71PE I I3+66.19 17.00' LT 334.79 330.61 ' 10 1YPE I 13+66.19 17.00' RT 334.79 330.77 ROAD 2 I I SEE 5nT R-4 12 SEE 3nT R 4 350 350 m 00 0 ~ ~ rN m m +o No - ~ o on aiN No m ? m- ~v e m Nmm uai 345 m - . vo ~-. mm n ~m+m 345 H m~ m ° rcj ~ ~ ~ ~ m zN- m O m n m w+ f _. a ~ J u u,F r il J a ls J ° a u o J a 0 J o a lI o ~ma U 3 o ad d N w ~j w N w N w N I ~II w 340 ~m ma a ~ ~ a s a s a wNO O 340 EXISTING GROUND - . _ _ - _ PROPOSED 335 - - ---' - GRADe 335 O 5~ 0,64% 2g° - ~ 1 % I 330 12' nvc sD, =o oos I Fr ~ 330 O ® e RO ^ D ` ID 325 325 ~ o m m n N o m N m o ~ ~ ~ m a ~ m m m m m 320 m m m m m m m m m m m m m 320 9+50 10+00 10+50 11+00 11+50 12+00 12+50 1300 13+50 14+00 14+50 HORZ.-1"=50' VERY.-1"=5' ROADWAY AND UTILITY IMPROVEMENTS ~oBNOn-.DER: osoo3 RevisiaNs DeslGweuaD R A ~ EM oeslcxeD ar DATE BY DESCRIPTION CIVILQ ANSPORTATION PLANNING•SURVEYING TERRA VALLEY e ~ : 3/17106 DC REVISIONS PER CItt OF YELM CIVIL REVIEWkI ' YELM WASHINGTON > DRAwN m. VL. DC 4200 6Th Avenue, Ste- 301 h ~ L W , N 2 p-ECnED er. TNT acey, L as ~nglon 98503 136014936002 24 T17N SEC RIE 11 13601493-2476 Far , , . A COMMUNITY BY 1/2712006 °A Consulting Group MA TERR I • = 50' sGln TAHO A, lLG 6 00 ROADIE 2 FINIS H GRAD 335- 330 5 325 _ 35 L~- 12" D.I. SD 5=0'.0050 FTIFT 320 CBSTO CB6 HORIZONTAL COMROL: WASHINGTON STATE PWJE COORDINATE SYSTEM t THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PeR rnuRSrON couNn HIGH PRECISION NEnvoRK CONTROL POINT N0. 837 ELEVATION 349.235 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG ROADWAY 1-800-424.5555 AFPe.DVeD eoe c~xsrRUCnox PLAN & PROFILE D~ DAF ROAD 2. oevE<oPUENr REWEwENCINeER STATION510+00.001013+9192 APPeovAT ~xelPes. DRAWING N0. R-2 SPIFFY 7 OF 26 ROl~D 2 FINISH GRADE 335 © o B' 325 ~'03 20 LP- 12' D.I. SD 5=0.0050 FfIFT 320 CB6T0 CB7 ROAD 2 FINISH 6RAD~ 335 _ _ 330 D I 8" 'S5 325_ _ 33 -12" PVG SD 5=0,0050 FTIFT 320 I CB9T0 CB 10 ROAD 2 FINISH GRADE 335 ~~ 100 330 i© 325 11 5 0.006 ~ 1 POND BO17pM LEVEL, 32 .0 320 315 ~~ ~ cBBroPOND ~ NOTES: I. SEE Sf17_ N0. 6~2 FOR GENERAL NO7E5_ 2. SEE SNi. N0. D~I FOR nORIZONTAl IAYOUT. 3. 5FE SLIT. N0. R-5 FOR STREET CONSTRIILTIgJ NOifS_ 4.5EE SM_ NQ E-2 POR STORM DRAIN NOTES s. FIPe lens wDleAreD aRf ro cExrEk o= cArcn BnslNS axD mwuno~s nNo k011NDE0 i0 TYE NEAREST.`Opi. 6- ALL UTIUIY CROSSINGS NniN Lf55 TYAN MIWMUM CIfARANGf. TYPICALLY I B'. SMALLYAVE SAND CUSYaON MSTALLfD BETWEEN RPES. SEC.24, T 17N, R I E, W•M. ROAD 1 SEE 511EEf R~ I 56' RAy 25.5 30.5' .I ~ ROAD I STA, 54+74.93 fN TERRA GLENN ST SE EOP STA. 33+16.94 ~ RonD 3 soP srA. 10+00.00 TERRA GLENN ST SE rr RonD 3 sTA 13+9zs4 SEE SKEET R 4 56 0' RNJ 25.5' 30.5' +~ I I I o I ;I I T _ p 1 ,I Y JJ1 I I I I I ' I 1 g I ' a I I ~ T 'I '~ ° I I I I I--'J32- _ ~ O Tn o~ m 0p I I I I I __ _ _- __ _ I m 21 'J31- - __. . ~ 8 I I - ----~ 11+00 $D --'- ---~-- 12+00 13 -~--1-- -- ---+-- X13+OtS 14+00 - 75-+~(JJ6- I ~ N ~ I O 0 I I l I ? b i ~ n - - - I N / I A __ ~ - ~ ~ - N ~ / ~ ~ 1 y3~ 4 ~ ~ , - ~ ~ `(x J7 ~-~.-_-._ ~ / / ~ , ~ / ~ ~ , ~33J J7g \ \ I / n% • ROAD 3 E%ISTING PROPERTY LINE END OF CONSTRIIQION CL ROAD 3 EOP STA. 15+37.54 SCALE: 1"=50 FEET a zs®D KEY MAP x IS. CONSTRUCT TYPE III BARPJCADES SEE SH7 Rb FOR DETAIL STORM DRAIN CATCH BASINS LONGMIRESTREETSE I W ROAD Z I y F N I - - - 2 I J D I U' C I I p I F ROADS TYPE STATION OFFSET GRATE ELEV. INVERT ELEVATION 2 SEE SNT R-i 3 TYPE I 10+50 00 I Ld RT 333.83 331.83 4 TYPE I 10+50.00 I Ld Li 333.83 331.73 13 TYPE I • 12+34.43 18.5' Ri 335.01 331.91 14 TYPE I 12+62.68 71.5'Ri f%ISTING GROUND 331.60 WI SOLID MfTAI CAVER o ° ° " iv o " v " ~m " Gr;eO 345 ~ vm o ° m m~ I ~`-°~ m °m~ U+~ 345 mo m 0 ~ ~ ~ zmm o m v m z- m u a 1 ~1 m 11 11 m 11 11 m 0 zm+ ~0m ua- m m I ° ro p 011 Oa 11 JI II ~a I ' G E J 01fI W 340 a. °m D-N °m~ w N d ~ w ~Il g a w ~ ~o,`+~ ' w a a s °o 0 340 IXIS ING GRO ND P POSED 20°7 1 ,50% G f 0.50% . 1 335 ---- ---- 335 - -1- --~ ~~ - 2~ z`~ ~- 0.51% 1.00% \ ~~ ~ \ O 185 LF, 2' D.I. SD @ IN. SLOPE Q Y r 330 330 O ' wM ~ z ,s 325 se LF, I z" D.I. s , s=a.ooso rFT OAD 325 m m N - a ~ n m N m m m m o ~ m m m ,p m ~ v m ~ m O ~ v m ~ m N ~ . P m m P m m p P m m 7 P m m p N m m `t Vt m m m N m m m Nj m m V Np m m N ~ m N ~ m m N 320 m ., m ., m ., m .. m ,. m ~ m ,. m .. m m ~ m ,. m m ,. 320 9+50 10+00 10+50 II+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 I5+00 15+50 16+00 HORZ.-1"=50' VERT.-1"=5' ROl1D 3 FIN15N GRADp 335 330 O 0 ~•,s® - B~4(P-12'-D,1-5D 5=x.0050 FT1FT 32~ CB3T0 CB4 t __ ~ 61 LF-i 2° PVC SD 325 5=0.0 50 RIFT CB 13 TO CB 14 NOTES: I Sff SnT. N0. G2 FOR GENERAL NOTES. 2. SEE Sni_ N0. n- I FOR HORIZONTAL IAVOUi. 3. SEE $YT. N0. R-5 FOR STREET CONSTRUCTION NOTES. a. sEE SPr. No_ E-z FoRSTOwn DRAIN NorEs 5. Pi PE LEN6TY51NDICAiEDAKE TO CENTER OF CATCH BASINS ANO MANYOLES AND ROUNDED i0 THE NEAREST FOOT. 6. ALl UTIUIV CROSSINGS WItt LE55 iYAN MNIMUM CLEARANCE. TmpNLY 1 g, SMALL PAVE SAND CVSYION IN51A1LED BETWEEN PiPPS. HOPJZONTAL CONITROI: WASh11NGTON sTATE PLANE COORDINATE SYSTEM TRURSTON COUNtt HIGN VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY NIGN PRECISION NETWORK CONTROL POINT N0. B37 ELEVATION 349.235 DfslGweulLD ROADWAY AND UTILITY IMPROVEMENTS IOBNUN'BER: d5DD3 REV1s1dN5 CALL UNDERGROUND LOCATE TWO TERRA VALLEY '' DATE BY DfSGRPTI°" DRAWING No. G1va•rwwsPORTnnoN DESwNEDBr EM WORKING DAYS BEFORE YOU DIG ' PLANNING•SURVEI1NG 3117106 OC RfV1510N5PERCITYOfYELMCIVILREVIEWNI ROADWAY ~ YELM, WASFIIN6TON 9 DRAwrv Sr. VL DC 4122106 EM REVISIONS PfRCItt OF YELM CIVIL REVIEW N2 1-800-424.5555 42006th Avenue, Ste. 301 ereaeD Bw TWf R~3 ~ Lacey, Washington 98503 N z APPeoveD FOR CON9BUC'ION ~~~~~~ (36014936002 sEC.24,T17N,R~E ~ PLAN $ PROFILE (36014932476 fax ~W DACE- 1/272006 Br: DA~E. COneUlling GEOUp A COMMUNITY BY I° - 5d ROAD 3 DerELDFmeN Rrnrw eNGINEER TAt10MA TERRA, LLC ~ s ,cAle sTArloNS ID+ooooro 13+92.sa APPRDVALUnRES SNEET 8 OF 26 ROAD 3 5TA 28.94.17 fL TERRA GLENN ST. SE STA. 30+21,93 SAW CUT S MATCH CL ROAD 2 EOP 5TA. 13+91.92 LXISTING PAVEMENTS tt _ 1 SEC.24, T 17N, R i E, W.M. EXISTING ~ TERRA GLENN ST. 5E EOP STA. 33+ 16.94 PROPERTY UNE ~ ~ ROAD 3 STA. 13+92.54 ~} I F. I, I ~- I 50 61 I '. ~ '. I F I p I ' I~- ~~ ' `~ ~ I` , I ~ ~ I~ , ~: ~~` .. .. I CL TERRA GLENN ST. SE ~~ ~ I I I ~ I STA. 28+43.43 ,.:II I ~ '" + 1, l ..;1 I oo a~ o i ~ m~--m_ ---- -I- - --- -- I ( I I I L I 12 `-~~~~ Ild - -- - 1-,--•- -- -v-^,~ I I ` p 7M I _ k + _ _ _ ~.p J -. - 30+00 - fy - J I +00 _ I- - ---` _ ' - ~ ~~ I - 2~ m >g 32+00 33+001 I . v,,^ - I )0 ~ - _ I T~ _~ II y--- ----------- ~ ~6 - I PROPOSED ~ ~ 10 °' ~ I 'T I A I ~ ~ . PROPERTY LINE I I I I ,I I R 6 I ,ry6 I ~~ ~ I ~ li,~OVe I I I I ~ I+ ~'~ . I ~~ IS11NG TYPE I I I ~ O I I ,~ I I I I I N I ~, i I1 ~ I. ARRICADES I i ~ .I I n ~, I II ~ I I I m ~ ~' I~ m r I ~ `•Im I 3@a-~-38,0' 25,5' 30.2' 30.5' 25.5' 76' WW 56' RM/ 56' R/W LONGMIRE STREET ROAD 2 ROAD 3 SEE TAHOMA TERRA sEE SHEET R-2 SEE SHEET R-3 DIVISION I CONSTRUCTION PIANS TERRA GLENN ST. SE 5TA = 28+94.17 INSTALL 5' CURB TRANSUITION PER DETNL ON SHEET R-5 40.00' VC 0.00' VC VPI 5TA 29+74.17 VPI STA=30+ 5.55 n VPI E V=338.39 PI ELV=334. 3 355 v v o ~~ n n ,~ a °' 355 + + N Nm V N 610 ~ O1 -n Q) N Y} O ~ u ~~ m am m o ~ m m m II L N I _ m m m a a w as p a , II Qi i mm m ma ll II + ma > 350 ~ N ~ +~ ~ ~ u+iw mm ~ ~N ~ a n ~ pm w 350 m > W u~ ~ a s » d mN > -+ N ' ~ d J> d Q d Q FO Jlw O w llp m Nfm m pIP II II 345 °°m w 345 ---- ----' ~ !2'gz o ~ ~ 340 f , 3 sz 340 q,s2 EX STING PRO SED B `G OUND 0 335 ~ 1 1 - 335 330 0 ~ 330 9 I '° 12 TER GL NN S SE II . 325 55 33 LF, 12" VC 5D, 5=0. 050 FTIFT 325 33 F, 12" PVC 5 , 5=0.0052 IFT 8. ~O n m n N - n N - In ~ 6) n vo '-0 m N ~ n N m L6 O O n ro p p r` _ n m m m N ~ ~ ~ N m N a - p 61 ~ N m P m 7 m V m In m ui m N m 320 ol m m m m m m m m m m '^ m m m '^ m "? m "3 320 27+00 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 HORZ.-1"=50' VERY.-1"=5' 9 10 it 12 STORM DRAIN CATCH 6ASINS TERRA GL NN ST. SE FINISH GRADO 335 33G I I 8' V1'M 12 / ~' S5 325 (/ 35 -12"PVC SD 5=0 050 FgFT II 320 CB I I TO CB 12 i LONGMIRESTREETSE I ` - W Roans " 1- N - - 2 I Z W J DU ~ I J W I --_-_ _ ROAD 3 KEY MAP Nrs. 7WE STATION OFFSET GRATE ELEV. INVERT ELEVATION 9EE SHT R-2 SEE SHT R-2 TYPE I 30+69.98 18.50' RT 334. I4 330.94 TYPE I 30+69.98 18-50' LT 334.14 331.1 1 NOTES: I .SEE SHT. N0. G~2 POR GENERAL NOTES. z. see sHT, No. r-I RoR HoRlzoNrAL urouT. 3. SEE SHi. N0. R-5 FOR STREET LONSTRUL71CN NOTES. 4. SEE SrT. N0. f2 FOR STORM DRAIN NO7E5 5. PIPE lfNG7M51NgCATED ARE TO CENTER Of CATCr BP51N5 AND MANHOIES AND ROUNDED TO Trf NEARfSi FOOT. 6. ALL UTILITY CROSSINGS weir 1E55 R'.AN MINIMUM CIfARANLf, MICALLY 18'. SHAtL rAVf SAND CUSHION INSTALIfD 6ETNEEN PIPES- HORI20NTAL COMROL: WASHINGTON STATE PWJE COORDINATE 515TEM b THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY NIGH PRECISION NETWORK CONTROL PDIM NO. 837 ELEVATION 349,235 ROADWAY AND UTILITY IMPROVEMENTS JOBNDN6ER D5oD3 REVISIONS CALL NDERGR ND LO ATE TWO DESICwSwLD V EM DE9GxeD DATE BY DESCRIPTION U OU C DRAWING NO. ava•TRANSPORTAnoN PIANNING•SURVEYING TERRA VALLEY ~ ar. 3n7)o6 Dc REVlsowsPERCITYOFrELMavILREVIEwaI WORKING DAYSBEPOREYOUDIG ~ ! YELM WASNIN6TON DRA,UNeY ~L.~ ROADWAY 1.800-024-5555 4200 6th Avenue, Ste. 301 , ~ enecr.ED ar T4VT APPROVED POR CONS'RUCION R-4 Lacey, Washington 98503 (3601493.6002 $ T17N 24 E ~ a PLAN ~ PROFILE L~~i: (360) 493 2476 Fax EC. , , RI TpY DATE: 112 712 0 0 6 BY. cA'E.. ~ Consulting Group A CQMMUNITY BY scALE I = 5a TERRA GLENN ST SE cev[mPMEU REVIEW ENGNEER FFY 9 OF 26 TANOMATERRA,LLC aw STATION528+43.431033+16.94 APPROVAIExPIRfs SPI .~~ - EXISTING PRDPERttuNE SCALE: 1"=50 FEET 0 2525®0 GENERAL NOTES (STORM DRAIN CONSTRUCTION) I. ALI WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITN THE CITY OF YELM POBUC WORKS STANDARDS. 2. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THE CITY OFYELM ANDlOR OTHER GOVERNING AUTHOR171E5 OR AGENGES. 3. APRE-CONSTRUCTION MEETING WILL BE HELD'MTH THE COMMUNITY DEVELOPMENT DEPARTMEM PRIOR TO THE START OF CONSTRllCT10N. 4. ALLSTORM MAINS AND P.ETENTIONIDCTENTION AREAS WILL BE STAKED FOR GRADEPND ALIGNMENT BY AN ENGMEERNG OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 5. STORM DRAINPIPE WILL MEET THE FOLLOWN6 REQUIREMENTS: A. PVC PIPE CONFORMING TO ASTM D 3034 5DR 35 OR ASTM F794 OR ASTM F679 TYPE I WITH JOINTS AND GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. B. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 151, THICKNESS CLA55 0.5 SHOWN ON THE PUlNS, G. HIG&DEN5ITY POLYETHYLENE SMOOTH INTERIOR PIPE CONFORMING TO PASHTO M252 MES OR PASHTO M294 ttPE 5, VdTH A GASKETED BELL AND SPIGOT JOINTS. 6. SPECIAL STRUCTURES, 01UWATER SEPARATORS AND OUTLET CONTROLS NNLL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS. 7. PROVIDE TRAFFIC CONTROL PLAN(51 lS REQUIRED IN ACCORDANCE WITH MUTCD TO THE PUBLIC WORKS DEPARTMENT. TRAFFIC CONTROL PLANS MUST BE APPROVED PRIORTO THE START OF CONSTRUCTION. 8. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 1,900-424-5555 A MINIMUM OF TWO (21 BUSINESS DAYS PRIOR TO ANY EXCAVATIONS. 9. WHERE CONNECTIONS REOUIRf "FIELD VERIFICATIONS', THE CONTRACTOR WILL E%POSE CONNECTION POINTS AND VERIFY NECESSARY FITTINGS TWO (2) BUSINESS DAYS PROR TO INITIATING THE WORK. 10. FILL PLACEMENT Wlll NOT BE ALLOWED IN ANY OPEN CHANNEL USED FOR STORM CONVEYANCE WITHOUT WRITTEN APPROVAL FROM THE PUBLIC WORMS DIRECTOR YKiC!pMG~' II nDESwou tv ~ III xESm. I~ A,-r~ s~"~~ INw B °t __~ ^ a - L- ~~/ ` Sm Fw n 5cl sur ` SJDEWlNK RAMP TVPF 9B PUN n J ~IqV (A I urvrn ~~ r5or "N,. x~E.• I~ I ~I I p~ PI Ixe sp. PuN r ~1 5t"CNOII L L I Xf Sr~N.y~ ..1..,~~ ~ W Pu, ~ e-AYwnr L. _ PA~~N~sLL~,wl _ ~~~fPfl`mES;I, SELf10N ~ B i .. \\~90MfrGL VIEW ~~nq '~~ P~ peA , N A b C M NT N R Rd 0- RB AND JITTER NOTES: I. EIdA16KY1 ,gYll YAIEPoAl 10 PE J/B' ¶AfJ( PAEIIgmEO JgNI FELFA NLL 1HIIXNE55 OF CONCAEIE SIDEWALK RAMP TYPE 4B 2 FDAU AND suapeAtt IxsPECnox fmgllAm BErOAE PaWxc CgICAETE. STANDARD PWJ F-3e :~r° ur s f J. EmAx9ox Agxls ro eE PLACEO px 1s cEUhAS. CEMENT CONCRETE CURBS APPAOVm Dwc. No. nuglc waAKS DIAECTaR DALE 4-13 s-c I s-c I s-c TREAICD 4 r4•UW1 r,B•mPI ° ~ b GNDND pNE i' DiA. BAW,AwAY EfANRE DWII£D ... PARNI£LTO SwN PACCeross~n ucefps 4. 4 sEE ws.oolsro. PWJ DfiA G-0 FCR roar Dna aPto.YAwnr ~ y FEATURE. fPrP.l ~y = °`~" u u ~ u Norrs~ N.TS. MAR5N6 WR BaCFH:Mf $nPLL BENiERNAif vIrv IESiRPYS 6LCPNGpOVRIwARD PER inE MUIGD 0.1 AH ANGLEOE4S TOCURBI. 2.I f IRE a¢EA Or RED AND WnSf 51W~°f5 LBf RffLfCi0Rif050 A510 PE V5 Blf U RNORMK Al1Ap5PnEGL CONDi0N5 EP,q,l A Yw,DSlAxuoP ,mD rcn vmw ~uuM~NAreD ar mElrnvBwAS Or srnxpAN ANOMO&IE IYi10UGnI5. InEPREDOMMQJi TORS WR OtnfR B.ARRiCADE GOMPONEMS ANLL Pf wnilf. 3. BARRICADE 5fCfiCN SnNI fNIfND LOLM~IS Uf Inf PAVED SUP3ACf. 1. COFSiRUCf BARRICADE PER ML'IfD 1Wf 3, ef1.T10N 6C 0. TERRA VALLEY YEIM, WASHINGTON PERMANENT BARRICADE vAU6 J Aws I Cu.B AanPAOR i.iz y B 6 E NAB PED Bww, SENP cu~~PwrRR iM rwNCnrep WMt P~ Tar of rma RlAxaPa PANfI REOUIREMFMS 6' -2a SLOK- 2 v` O N. iit510R s'awAU. SECTION A-A I j ~6 PUrvR RNM =1 { nuCAP 6'Anx. SECTION B-B wn r~ BOTTOM OF RPMP To BE Fwsn „_ ~ne,tig UP DETAIL TERRA VAl1E1' YELM, WASHINGTON BLOCK RAMP BARRIER CURB ROLLED CURB AND GUTTER ~ AND GUTTER OUTLINE ~. ~ . o...~....s~' o. ~. SUPERIMPOSED SECTIONS ~' 1811 i; ~ ` \~ ' ~ ~ ~\. ~ ~ F ~~C o~R ERRe , ~\ ~ ~ .~~ \ I T~ ° ~ 51TIpN ' RDUI~Ep C -=-~-~'~ . ISOMETRIC VIEW ~~>1F~ 2411 TERRA VALLEY YELM, WASHINGTON CURB TRANSITION DETAIL RESiORAIYN! SURFACE SEE AESiOAATON TABIF ABOK SEE RESIOAARON iA9F B- FlWSH giApE M. I a BACKIRL SEE p w I Q - AESiORAPON TABLE ~ o - ~ w I MAINTAIN SIDE w - S Si 'o ~ ' s m 3OPE A EFp w As Pos9etc ' NEA UNE - SE fIPE BEDgNO FCR n~ nEMB1E PIPE LL ~ PIPE o.o. W=17 PRESSURE 2A' DRANtt RESTORATION TABLE 1 wRFAa rrP< nxcrxss BAaau/ gWPACnox Waxn cmExls/ omER xEOAREYdrs CANEMp ! CANwm 9JRFAC[ BA C RLL FW w glfE WILL BE wldAf[ i6 Cqm$ ~ ~ U YSS wroWiH FI6nYttW1 C PANFWFxA ¢x „ ~ ~'~ A AL P xp pAm r auw glE[I AAC%f1LL Dpm N ALL En$nN ~ wAAV eA,g p ~'~ ~ ~~ mPACI rp YSS cxAC¢ .wD alms ApPES will NAICN LRFAtt YAId EpSpxC 4AECI BA[NRLL YAI[N EpSWIp RN41 (pPll£NAYrSpfNWK) CM:CAEIF RXCNM55 pYPACI 10 9a IpMRF AXp glpf. xroRarEBI PURlxcs xnnx a A°~ ~+~ ~~ wuL eE uw~wmscrx w rxE A ~ cpYPACr ro ux wTMlx A mvRnANI x rnsnxc mwE n eA xA RU YA«nLL r a» mpLSp 9vAa n/A ~ m ~ ~ r r Enmlp wwm 6 [ - pAlwEp 9NFAf£ BASE Cp+xR R . L%IwEp SUrsACI TDP OLAEE TYPICAL PIPE TRENCH APPAO`h0 pw0. No. CIttERdNEER pA1E ~-`' DES WN. CNO. pAIE PM% PM% MTO 4/11/00 ROADWAY AND UTILITY IMPROVEMENTS ,oBNDMB~R osao3 Rfwslous CALL UNDERGROUND LOCATE TW DesIGNIBUILD ~ eM DesleNeoBr DATE BY DESCRIPTION O DRAWING NO. CIVIL •TRANSPORTATION PIANNING•SDRVEYING TERRA VALLEY ~ 3n7ro6 Dc REVIsIONSPERaTYOFYELMCNILREVIEwNi WORbNGDAYSBEFOREYOUDIG YELM WASFIINGTON > DRAWN pr. DC ROADWAY & STORM 1-800-024.5555 4200 6th Avenue, Ste. 301 ~ , N y aleer~o or iW( aPPROVEDwRCONSrwcNaN R~5 ~ Lacey.WashlN9t°°98503 ~ (360)493002 24 T1 SEG N ~ DRAINAGE DETAILS ~J ~~~ ~~ / (3607 4932476 Fax , . , RIE 7 > 112 712 0 0 6 DAIrr Dv- DA-F~ Consulting Group A COMMUNITY BY I" _ 5, scnLE DtvcLOPMtxr Rtwew exuxEER SHEET I 0 OF 26 TANOMA TERRA, LLC B APPROOAL cvPIRFs, EDGE AAWND 5 S B r FACH PANEL / r BROgI FlNIBN MAAK ~EAPANSIDN JpNi PLANTER SiAIP (AS AE0.) CURB W GU11EA 90EWALN PUNIER STRIP 5' MM (AS AEO.) 2S 1' Nln R•1/1~ iTP. NDIEi i. EXPAN9fW AINI WhPoN. i0 BE J/S' MIC% rmuDlmLn ,anr flUFR Nu iNIW1ES5 a cwraaEh. 2 FOAM ANO 91Bdi/mE INEPECBON AEd1IRED AEFgm PWAINC CON[RFIE 3 SCgtE YARA'S SNNL BE 31/B' WDE BY 31/1' OFFP KF 90EWAU(S 0'AI B' IN WOM, A LONdNONAL 9:Orm YAfdt 91All BE LLADE AEgID CDIRA ^ WAU(. A EIDAN9gl Jrxxrs 9iA1L a xslAUm W aqa AA'D dRlEn AND IN 9DElYWN AT FC IND PI Ai ALL CllRB REILPo,S EIRAN9pl A%xrs EXAll H PULED IN 9mrux AT SWE LacAnau As nx>ff Ix arm AxD dJrrtA vAlEx 9pEwAix Is ADJAa,;r ro cuAe AND dJlrm, UNLESS OMERWSE dAEC1ED BY EXdXEER CEMENT CONCRETE SIDEWALK ARPROVm DWU rw. PuNlc WaAKS plrmcTOR pAIE 4-11 OE pMN. ND. A s-c s-c s-c 10/3/94 I wan ,. I C~' .wA s~:P qua \\lllll I w NorcS I. A G% +yd vg ~. bwu o.otk. ~ ~ ~ W T P , IB z. D d rg yu ~r x w W>M mnXOn y m me ~ a ePmAnBeP~~ sna Dµ 3. Ch awry sxo tX Co Pam lo~me wb L ~ sc p f e ~ ~ T ~~ Pyn 4 Sld 3forsdcw,kp,[parcn ,dckbly E ~ ~ 5. Ramp slopes sxau not Ue s~cepc Ian 12U~ I v. rP: D~iECTAOLE WARNING Panewl D~rAI. V O CURB RETURN STATION OFFSET ELEV. BCR 51 +44.05 18.50' Rf 334.80 ECR 10+43.40 1 L00' LT 332.79 RADUS 25.d O CURB RETURN BCR ECR I I I I I I I„ I . I •~ I I I STATION OFFSET ELEV. I 0+43.60 11.00' RT 332.79 52+f6.05 18.50'RT 332.74 RADIUS 25.0' A STA 10+61,81, I I.OdL GUTTER EL.=332.88 O STA 10+87,99, 18.50'L GUTTER EL=332.98 C STA 10+62.01, I i Od R GUTTER EL.=332.88 STA 10+88.19, 1854 R GUTTER E1.=332.98 NI ~ I .~: ire r + i ' N. I ' .. . I •/ L I . . O ~' L`J i ^7 I . A O ~ ~ I .. r ±* In I- 10+25 ---~-- 10+50 10}75 11+00 ` --{- --~-- ~ ~ ROAD 2 --~-- . °!. ~N+. . O._ ~ ~ OO ,y ~.I.. . l:- D F s N I . N f . ~ -- ----- N ; n, 1 ~,, ~ ~ O.L. . ~ <~~ ~ 1 +... I SEE SHFFT R- I AND R-2 NI(1TF~ bl I rl IRR RFTI IRN FI FI/ATI(lAl9 dl?F T(1 FIl11Ai O CURB RETURN BcR 6 ECR - O CURB RETURN A STA 13+29.83, 11.00' l GUTTER EL.=334.67 STA 13+03.66, 18.50' L GUTTER EL.=334.35 BCR ~ 0 STA 13+30.19, I I,00'R ECR GURER EL=334.67 D STA 13+04.01, 1850' R GUTTER EL.=33436 I I ~ i I °. 5. I I I I I ~.. .. 'J --- ------- I I -I I ~ , I ° „1 ~ ~ 0 ~ ~ ~o~~ ~ I . .. y , 13+00 13+25 13+50 13+75 ''' ~~ ROAD 2 TN rn ~~ I ~ O 0 I ... ~ql .a ~ ~ '° ,, I c.l (Il ~ ,; 334 84 R NP ~ ° y --- ----- - I . .. I .. ~. SEE SHEET R-2 AND R-4 of CURB RETURN ~ BcR ECR ~2 CURB RET URN ~A SrA 1o+61,a1, I Loo~L GUTTER EL=333.79 O STA I 0+87.99, 18.50' L BCR GUTTER EL=33389 STA 10+61.81, 11.00' R ECR O GUTTER EL=333.79 D STA 10+87,99, 18.50' R GUTTER EL=333,89 i,:.` N + i d ,. I : I I I I. ~ (V ~ ~ { I I I I + ~. I. . ~,,,I t I O.I ~ I -- ----- -_ + Y' 4 _~ •~ ~ ~ 1 I,.. . . I 8 ~ • ~•~ N ~.1. i r ~ °_ 10 +25 JO+50 10+75 11+00 ~ ~ ROA D3 o I O +~" j~• I . ... D •_, ~': % ...~ I . . . I I r - - - - _ - _ - _ _ - ryI I SEE SHEET R-I AND R-3 HORZONTAL COMROL: WASNINGTON STATE PLANE COORDINATE SYSTEM TNURSTON COUNTY N16N VERTICAL DATUM PREC75lON NFNJORK NGVD 29 PER TNUR9TON COUNtt HIGN PRECISION NEM~DRK CONTROL POINT NO 837 • ELEVATION 349.235 O CURB RETURN STATION OFFSET ELEV. BCR 13+56.40 II,Od LT 335.62 ECR 32+79.80 11.00' RT 335.64 RADIUS 25.d 02 CURB RETURN .BCR ECR LONGMIRESTREETSE I~- ~ \~~ I W A ROAD2 B I rn F N _ Z - - Z W J a lu ~ I ~ I rc C D ~ ROAD3 KEY MAP urs - ___ __ R=10'___ FACE OF CURB ~ 5, PARKING ISLAND R=10' TYPICAL ISLAND LAYOUT NOTES: I .ALL STATION AND DFFSET DIMENSIONS ARE TO THE FLOWLINE OF GUTTER. ROAD3 HEFT R-3 AND R-4 STATION OFFSET ELEV. 54+39.05 18.50 LT 333.87 I 0+43.40 11.00' LT 333.70 RADIUS 25.0' STATION OFFSET ELEV. 55+09.26 18.50' LT 334,22 10+43,48 II.00'RT 333.70 RADIUS 25.0 STATION OFFSET ELEV. 32+80.10 11.00' LT 335.65 14+28.40 11.00' LT 336.01 RADIUS 25.d O STA 13+04.27, 18.50' L GUTTER EL.=335.16 O STA 13+30.45, 11.00' L GUTTER EL.=335.46 O STA 14+54.27, 1100' L GUTTER EL =336.14 9TA 14+80.45, 18.50' L GUTTER EL=33630 O STA 32+39. I o, 18.50' R GUTTER EL.=335.29 STA 32+39.10, 18.50' L O GUT TER EL.=335.29 STA 32+62.5, 11.00' L GUTTER EL=335.56 STA 32+62.5, 1 1.00' R GUTTER E1.=335.56 DES1Gw5uILD ROADWAY AND UTILITY IMPROVEMENTS ~ooNUMSFR osoo3 REVIS1DNS CALL UNDERGROUND LOCATE TWO CIVIL •TRANSPORTATION RAC oTSCxtc er: DATE BY DESCRIPTION DRAWING NO. PIANNING•suRVEnNG TERRA VALLEY 3~I7~o6 oc REV1s1oNSPERCITroFYELMe1vaREVlew~l WORKING DAYS BEFORE YOU DIG f oan~wN av: I YELM, WASHINGTON 9 4122106 EM REV1510N9PERCITYOFYELMCIVILREVIEWA2 1.800424-5555 42°G 6th A°e°ae. Ste, 301 - ~xE~t°xr: TWf CURB PLAN DETAILS R-6 ~ N y arPZOVeoFOecorvs~RUCiaN ~ ~ Lacey, Washington 98503 ~r ti1~j~ (360)493-6002 SEC. 24 T17N,RIE R" oast, 112 712 0 0 6 er Dorf: Consulting^^GroUp 1360)493-2476 Fa. ACOMMUNITYBY oevtloernexr~umewtecwEeR TANOMA TERRA, LLC ~ se"'~' aPrROVaieznxes SHEET I I OF 26 STATION OFFSET ELEV, 29+85.72 18.50' RT 337.24 13+48,24 11.00' LT 334.79 RADIU5 25,0' STATION OFFSET ELEV. 13+48.60 I LOd RT 33479 30+57.72 18,Sd RT 334,21 RADIUS 25.d ~ W .. •I } I - .,' ` ~yl ~ ''; ~ ~ w ~ I ~ -~. N. ~ . +,~ I ` CP ~ ;~ ~ I,,i ~ ~ 1. I O 1 w; 51 1 I I rl~. m~-+ ------ ~ -- ''ww -.... O VJ I CN a y t+ R ~ D O p O 0 C y +00 13+25 13+50 1.3f75R1 114+00 t4+25' ~ ~ 14'+50 .~. 14+75 ~--_._I_ SEC, 24, T 17N, R I E, W.M. EXISTING TAIIOMA TERRA MASTER PLANNED COMMUNITY DfVI510N5 I d 2 `_ - - _ _ - PROPOSED PROPERtt UNE - - _ ~~L17tfa --___-_-__ ~ -_ ~_ r- .: __ ~;~ ___ ~~F-, _ " .rEP I~ ~, L, LONGMIf~E-„ ~~EET S~ 7,-F • _ ~ ~ . u ~,eF . I raw SCALE: 1"=50 FEET 0 2s®o VICINITY MAP N.T.S. s I E#STING PROPERtt UN EXISTING TAIIOMA VALLE GOLF 8 COUNTRY UB E%ISTING PROPERtt LINE E%ISTING PROPERTY LINE --- ---- 9kEAw2 T---- ----. +~ I I i k h fa fr ^,T I I ,e~ Ix ---- i - --~----- ~-- ~- --I-- I I I I I I sw as •r aea I I I ! - ~'~ I I mnn~ ~ 0 5 I I I ~ I TER VALLEYI I PROPOSED ~ ~ SITE ~ ~' I HOPJZONTAL CONTROL, WASNING70N STATE PLANE COORDINATE SYSTEM f mURSTON COUNtt NIGh1 vERncALDnruM PRECISroNNEnvoRK NGVD 29 PER TNURBTON COUNtt NIGH PRECISION NERVORK CONTROL POINT No. 837 ELEVATION 349.235 r<rs ' OF YELM ROADWAY AND UTILITY IMPROVEMENTS ,ooNOwaeR osoo3 REVlslows CALL UNDERGROUND LOCATETWO DeslcwaulLD ti EM cESiGHEC DnrE BY DescRPTION DRAWING N0. CIVIL •TRANSPORTATION PLANNIN6•SURVEYIN6 TERRA VALLEY ~ r3r: 3/17106 DC REVISIONS PER CITY DF YELM CIVIL REVIEWkI WATER & WORKING DAYS BEFORE YOU DIG YELM WASNINGTON r oFnwrv br- DC 1.800-024-5555 42006th Avenue, S[e. 301 1 , Z a~eaeo er: TWr STEP SEWER nreR~c rc~x taus Ruelorr W-0 ~ ~ Lacey. Washington 98503 (3601 4 93 6002 SEC 24 T17 ~ - ~~~~~~ (3GG,493247GFa+ , . N, RIE II2A2005 oA,r COMPOS ~r. ca*r Consulting Group A COMMUNITY BY r' = 5a scnlt ITE PLAN or°~~MrN,R~,EwEN~1r,~ SHEET 12 pF 26 TANOMA TERRA, LLC ~ ~ aaPROVnL xPlus LEGEND p SINGLE STEP SEWER SERVICE BOX DOUBLE STEP SEWER SERVICE BOX STEP SEWERFLOW DIRECTION - S7FP STEP SEWER MAINLINE WATER AIR RELEASE VALVE ~ SINGLE WATER METER SERVICE ~ DOUBLE WATER METER SERVICE R FIRE Ii1 DRANT N GATE vuvE ~ mwsT BLOCK W w WATER MAINLINE CATCn BASIN 5p..........»~_ STORM DRAIN PIPE SEC.24, T 17N, R I E, W.M. LONGMIRE STREET SEE TAHOMA TERRA ~ ROAD 157A, 51 +79.93 fL ROAD I STA. 54+74.93 ROAD 2 ~ RonD z BOP sTA. I o+oo.oG ROAD 3 4 ROAD 3 BoP sTA. I o+oD.oo 76' R/uV SEE SHEEP R 2 SEE SHEET R3 38.00 38.00 25.50 56 ~ 30.50 56.00 RAN 30 5' 25.5' I~ ~ ~ ~~' U I .I ~ {, t f -- ~ I ~ I ~ I l L I~ 1 - I I I ~I 1 " I ~ I I I _ ~ l I ~ ~ ~~ ; PROPOSED ~ i p ~ o N ( I PROPERTY LWf '~I ~, :. ~ I I _ m _ N ~ ~ - -- J I -~ ..... .... --~ _ ~ I 2 .. +^-r. I -~ . .-. ,- ~- -. 1 _--+., ~ I ~ _.. 4 ' 6~1+00 I ~ W 3 A '" W 5 6 7 li I ~~ - I "IE- - -- < ~,; N i - -- iEa --- <Trr- _ ~iF- r t \ - Ir.-- -- -- -- ---`-- -- --- - ~- -- - ~..~-- ~S ~ " S T nw ob -- - ---- - '~~ p Nm_10b. A 0 N O '. R.6 ` ' 1 k t i I ~ I I I i ~ ROAD i BOP STA. 50+00 I i j ~ 4 LONGMIRE ST STA. 7+91.76 I ` rv rw~ - _ _ EXISTING ROAD 1 PROPERLY LINE EXISTING PROPERTY IJNE END OF CONSTRUCTION CL ROAD I EOP STA 56+87.73 355 6 oavc 7s.oo'v = 355 VPI EL = 337.21 VPI ELV = 33 .94 + n 0 ~ O ~ O On 350 0 o .n~y+ 01 u,° m v v G m ~ n N m roo mN N n N o v N o m om opw Gym ~mv 350 ~ m ma r > N ~ ,N O m m m a ~ m o+ m z'" m W X0 K ~ 11 N 3a w O a '" p p ~ a ll N IIm a Ip s ° II a 'j ~ TIN dI 011 ~ 11 ~n J J 3 II m~ II a O n > 345 p QO mo OK pw x ¢ w m 0 d m » ~ Kk » d `N >o ~ ~ k » aa~n ~ma w a ~ pa Wo w d o 345 0 m + 0~- _~~ r 340 -- - -- ti,`-± m 340 I4.J GaQ II ~3>q n0'O~ w PROPO ED \ GRADE 335 EXI TING \ ' - _ EXISTING GROUwD 335 10' WM ~~ - - _ _ _ ~~ _ 0.50% ~ ~~ -- __0,5190 '~ ,~~~ ~ ~~-_ _ :I ~'~ IrsD '~~~ > ~iz 5D0 330 I " 330 51 LF, I 0 ® 9 r'S5 325 2' S5 OAD 325 vmi Q v ? m N m ? v m m n m ? o nI m o ? N m m ~ m 4i ro m n m Q N o m m "? N m a '^ ,gy t0 m m n m ,gy m o m o - m "! ~ m ` m m m m m m m m . m 320 " m ' ~^ ~ m m m m m m m m m m m m m m m 320 49+00 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 58+00 HORZ-1"=50' VERT - "=5' E- SCALE: T"=50 FEET 0 25®0 WATER METER SCHEDULE LOT k STATION OFFSET' TYPE 109 50+99.00 21' RT DOUBLE 8-7 51+99.00 21'RT DOUBLE 6~5 52+99.00 21'RT DOUBLE 43 53+99.00 21' Rf DOUBLE 12 54+99.00 21' Ri DOUBLE NOiE~, 'OFFSET TO CENTER Of METER BOX "OFFSET TO FRONT OF METER BOX WATER FITTING TABLE 0 0 0 LONGMIRE STREETSE I W ROAD 2 I y N ---~ ~ 2 I J O W I w - - - - - LF ROAD3 KEY MAP MIS. lYl'E STATION OFFSET MISC. CONNECT TO EX. I O' WATERMPJN 50+52.46 5.5' LT REMOVE EXISTG BLOW OFF t CAP FIRE HYDRANT ASSEMBLY M I 51 +38.22 21' LT FLANGE ELV = 336.01 I a x B' TEE, ft 51 +85.43 5.5' LT THRUST BLOCKING & 10' GATE VALVE I-8"GATE VALVE FIRE HYDRANT ASSEMBLY M2 54+35.04 21' LT FLANGE ELV = 334.73 10' x 8' TEE, FL 54+80.43 5.5' LT THRUST BLOCKING 2- I a' GATE VALVE I-8'GATE VALVE 45° BEND 55+34.37 10.1 T LT AIR RELEPSE ASSEMBLY 55+48.07 22' LT PLACE IN PLANTER STRIP 45° BEND 56+37.25 12.59' LT l a CAP WITH 2" BLOWOFF ASSY 56+8773 9' LT I J 0" GATE VALVE N07E5: . SEE SHT. N0. W~5 FOR WATER NOTES t G2 FOR GENERAL NOTES. 2. SEE 511E N0. H I FOR HORIZONTAL LAYOUT. 3. SEE SHT. N0. W0 FOR WATER SERVILE VAULT LOCATIONS. 4. BOTH WATER MAIN LINES AND SERVICE LINES SHALL 8E A MINIMUM OF 18' ABOVE SEWER LINES. 5. WATER SERVILE STUBS SHALL BE EXTENDED ONE FOOT BEYOND JOIM TRENCH EASEMENT FOR All 1075. 6. ALL WATER PIPE SHALL BE PVC 0900. 7. ALL UTILITY CROSSINGS W41H LESS THAN MINIMUM CLEARANCE, TYPICALLY 18'. SHALL HAVE SAND CUSHION INSTALLED BETWEEN RPES- HORZONTAL COMROL: WASHINGTON STATE PUWE COORDINATE SYSTEM < I THURSTON COUNTY HIGH I VERTICAL DATU61 FREOSION NETV/ORK ~I NGVD 29 PER THURSTON COUMY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349235 ROADWAY AND UTILITY IMPROVEMENTS ,o°muceee. DsoG3 REwsloNS CALL UNDERGROUND LOCATE TWO DeslGwsulLD GIVI ~f~I~Mf°e. Ti DATE BY DESORPTION DRAWING N0. L•TRANSPDRTATIaN PLANNINC•suRVEnNG TERRA VALLEY ~ 3n7ro6 Dc REVISIONSPERCfTYOFYELMCmRRiVIEw81 WORKING DAYS BEFORE YOU DIG ~ YFLM, waSNiNGroN °`A~'°r VL.°` WATER SYSTEM 1.800.424-5555 4200 6tn Avenue, SLe. 301 ~ L W = cr[cn[o °~ TWT enPO~*o rpR wM•i cuc rJM W~1 I acey, ashmg[on 98503 ~ (3601493b002 T17N 5FG 24 RIE ~' PLAN 8 PROFILE ~~~ ~~ I (3601493 2476 Pax . , , A COMMUNI 127,2DD6 oA e. c °. ~a., Consulting Group TY BY TAt10MA TERR r' = 50' r,rAl/ ROAD I. °[vcmeVExt Rtv¢w [MGINeee EET 13 OF 26 S A, LLC ~, es sTanaNS sa+oD oo TO 56+87 B3 AFPn)Vnl e~Piac; H E%ISTING PROPERTY LINE DE516WBUItD CIVIL 4RANSPORTAnON ' I PLANNING•SURVEYING ~ 4200 6th Avenue, SLe. 301 ~ ~j; Lacey, WaShngton 98503 (360) 493 6002 I / 1 CansulGng Group (3601493.2476 Fax SEC.24, T 17N, R I E, W.M. ROA D 1 TERRA GLENN ST SE SEE SHEE T W-I SSE E 5hIE fT W -4 25.5' S6' ~ 30.5' fL ROAD I BTA. 51+79.93 - 0 RN J ~ 25.5' S6~-I--- -x30.5' CE ROAD 2 BOP STA. 10+00.00 I I I ~.T lI _ -- iI ~ . .,, II ( + III _- -- I , ~ ~ , I I I -- _- I I I I ~~'~, I r ~ - 1 .. I I I E ) I ~ i _ I ll,lil .. I +f a I I~ I F L _- O m- N _ N N ' I , w w w '. w 3 FN q3 rJ I ~I ~ ~ ~ I ~N ~ m o I 1 1 I ^ '~ I : I I m : I I I I ; I I I ~ I I I I I ~ I I I r 1 II ° ~ ~ ROAD 2 350 350 m °n'°o o ~ m m rv "m 345 +O NO + - O lO Dm NO m -N vo v N m- tDV ~- mm c m n _ mmo,pn tea?+,~ 345 a- mo m o m o m o m m zn1- m ~f a f - 11 m - 11 p m - II m - II II m II - II w o" ~ '~ j w a ~ a p a J ~ ~ a II uma N ~ o ao_ o_N w m , w `m w ~n w '~ II ~ w 340 ~m m a s ~ ~ a s a s i ad FNO o_ O 340 EXISTING GROUND - _ - PROPOSED 335 - - ---- - GPaDE 335 0 5% 0.64% 2 ° I% I% z_y ~~ 12" SDO 330 I "sD "0 330 ro 10 -~ I 325 RO D 2 3 5 325 _ o ,T n m ' N _ m m o m ~ ~ m a. m v m m m m m u+ ~ n n n 320 m m ' -^ m m m m m m m m m ~ m 320 9+50 10+00 10+50 II+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 ~ fT TERRq GLENN ST. SE STA. 30+21.93 Ct ROAD 2 EOP STA. 13+91,91 i EXISTING PROPERtt LINE SCALE: 1"=50 FEET o zs®o NOTE: 'OFFSET TO CENTER OF METER BO% "OFFSET TO FROM OF MfTfR BO% KEY MAP NiS 0 10 1 I 12 HORZ.-1"=50' VERT.-1"=5' ROADWAY AND UTILITY IMPROVEMENTS TERRA VALLEY YEIM, WASYIINGTON SEC. 24, T 17N, R I E A COMMUNITY BY TAIIOMA TERRA, LLC JOB NVA'C!A 05003 cfs~exeo er TT DATE 3117/C oRnwN Or. VL. DC Crr;,n[c or: TWT cA~e 112712006 sLA1 P ' = 50' REVISIONS LOTM STATION OFFSET' 1YPE 15-16 10+86.50 21'RT DOUBLE 17~ 18 I I +98.50 21' RT DOUBLE II-12 12+10.00 21'LT DOUBLE 1314 13+10,00 21'LT DOUBLE 19-20 13+10.50 21'Ri DOUBLE WATER METER SCHEDULE WATER FITTING TABLE ` LONGMIRESTREETSE (~- I W ROAD2 1 ~' N 2 J Q I I l7 ~I ~ IW ---__~I_ ~ ROAD3 7YPE STATION OFFSET MISC, 10'xB'TEf, FL 10+0550 5.5'Ri iNRUST BLOCKING 2.10" GATE VALVE 18' GATE VALVE FIRE NYDRANT ASSEMBLY M3 13+43,60 17.0' RT FLANGE ELV = 335.71 B' x B' TEE, FL SEE BHT W~4 5.5' RT iHRllST BLOCKING 3 8"GATE VALVE IRRIGATION METER i 1+55.30 21' RT WI BACKFLOW ASSEMBLY NOTES: I. SEE 5tli. N0. Wb FOR WATER NOTES f G-2 FOR GENERAL NOTL9. 2. SEE SNT. N0. N~ I FOR NORIZOMAL LAYOUT. 3. SEE SKIT. N0. W~0 FOR WATER SERVICE VAUU LOCATIONS. 4. BOTN WATER MAN ONES AND SERVICE LINES SNALL BE A MINIMUM OF IB'ABOVE SEWER LINES, 5. WATER SERVICE STUBS SHALL BE EXTENDED ONE FOOT BEYOND JOIM iRFNCn EASEMEM FOR ALL LOTS. 6. All WATER PIPE SNALL BE FVC 0900. 7. ALL UT7lftt CROSSINGS WITtl LE55 iNAN NJNIMUM CIfARANCf, TYPICALLY 18", SYIALL HAVE SAND CUSHION INSTN-1ED BETWEEN PIPES. AI WATER SYSTEM PLAN ~ PROFILE RonD 2. STATIONS 10+00.00 TO I3+91.92 110RZONTAL CONTROL: WASHINGTON STATE PuWE COORDINATE SYSTEM f TNURSTON COUNN BIGN VCRiICAi DATUM PRECISION NFIWORK NGVD 29 PER TYIURSiON COUNtt NIGt1 PRECISION NETWORK CONTROL POINT N0. 837 fLEVAPON 349.235 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-024.5555 APPPOVfO PUP, CUN$'PUCIN or oA'c OfVEIOPI,'EN' REVIEW fNGiN!fA arreovAl fxelPf, DRAWING N0. W-2 511EET 14 OF 2G SEC.24, T 17N, R I E, W.M, ROAD 1 TERRA GLENN ST SE SEE SHEET W-I SEE SHEET W 4 56' R^N ' ' CL ROAD 19TA, 54+74.93 56 0' RN/ ' ' CL TERRA GLENN Si SE EOP STA. 33+ 16,94 255 -.....-_ I 30.5 ~ CY ROAD 3 BOP STA. 10+00.00 25.5 ~ ~ 30.5 f~ ROAD 3 STA, 13+9254 , ~ J ~ I ~ I I E i t I ~ T ,I I - I I EXISTING I ~ I PROPERTY LINE I f I I 1 I I p o ~ ~ I~ ~' I I ' d ~ ' ~ I I b O I I -' I _ _ _ _ _ I ~ END OF CONSTRUCTION _ r ^ _ V - W I -, 1 ^ ^ ~ CL ROAD 3 EOP STA. 15+37.54 I ~ F +i ~ FH N4 I - 5 ~ ',~F _ __ _~._ ':iLP ~.IEP ;_~_~_ __ _ _ '~.'EF __ ~~Li. _ -_ ~ W W W m W _ 14 I _ _ _ _ ~ _ _ _ : 2 I I I r _ - _ _ _ _ o I n b N- -N - _ _ - _ _ _ _ _ _ I T J % T I p `~ ~ - N p~ m ~~ / _ i i _' ~ ~~ // ROAD 3 350 350 p ° ° ` V N ZV~1 g " mm c G~~ 345 + v`-°"o ° w mrv ~`-°~ m °m~ '~'`+n61 345 - mp g o m o m zmm v z- m ¢ o- ju m - u Il m - u o m u Wm+ om - m ~ Oo u N w F ~ 4¢- ~ H ~ ppQ J111 ~ ¢ ~ Q P W d d N w N w N w K~ II ~ w I 340 m ma , S a ~ wON ~ a s io o 340 IX15 LNG GRO ND P OPOBED I ppgo .50~ G DE 0.50% I 335 ' _ ---- - -- 335 Va z 2 ~.- ~- CO`7 I - >- -~-- - 0.51% . " ~> \ ~~ \~ 12 SD in0 ~U r 330 13 14 330 2' S 325 OAD 325 m m ~ - ^' N ~ r` o m N m N m '^ ~ "? o v m ~ m m o m N n v ~ ro xo m m p o v ro m N m m m N m P m m 7 m m ~ P m m p 7 m m p N m m 7 ,Jj m m m m ai m m V m N m m Jf m N 320 m ~ m ., m ,. m .. m ,. m _ m r ~ m m ., m _ m m ., m m _ 320 9+50 10+00 10+50 II+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 I5+00 15+50 16+00 HORZ.-1"=50' VERY)-1"=5' SCALE: 1"=50 FEET 0 25®0 WATER METER SCHEDULE NOTE: 'OFFSET TO CENTER OF METER BOX "OFFSET TO FRONT OF METER BOX LOT N STATION OFFSET' TYPE 2728 I 0+80.50 21' RT DOUBLE 2625 10+86.50 21' LT DOUBLE 2930 II+80,00 21'LT DOUBLE 24-23 11+9850 21'LT DOUBLE 22-21 13+10.50 21' LT DOUBLE OS-31 13+73.00 21' RT DOUBLE 3233 14+83.00 21' RT DOUBLE WATER FITTING TABLE 0 12 13 14 LONGMIRESTREETSE I~- I W ROAD2 I ~ N - - - 2 I I J o I u C i I ~ RDAD3 KEY MAP N15 ttPE STATION OFFSET MISC. 10' x 8' TEE, FL SEE SHT W-I 5.5' RT THRUST BLOCIUNG 2~ 10' GATE VALVE I ~8' GATE VALVE 8' x 8' TEE, FL SEE SHT W~4 5.5' Ri THRUST BLOCKING H-8" GATE VALVE FlRE HYDRANT ASSEMBLY d4 14+35.86 17.0 LT FLANGE fLV = 337.00 B' CAP WITH 2' BLOWOFF A55Y 15+37.84 5.5' Ri I $' GATE VALVE NOTES: I. SEE SHT. N0. W-5 FOR WATER NOTES R 62 FOR GENERAL NOTES. 2. SEE SnT. N0. H~ I FOR nOPoZONTAL LAYOUT. 3. SEE StlT. N0. W-0 FOR WATER SERVICE VAULT LOCATIONS. 4. BOTH WATER MAIN LINES AND SERVICE LINES SHALL BE A MINIMUM OF 18' ABOVE SEWER UNE9. 5. WATER SERVICE STU85 SHALL BE IX1fNDEDONE FOOT BEYOND JOINT TRENCH FASEMEM FOR All LOTS. 6. ALl WATER PIPE SnA1L 8E PVC 6900. 7. ALL UTILItt CROSSINGS WTi1 1E55 itlAN MINIMUM CLEARANCE, TYPICALLY 18", SHALL HAVE SAND CUSHION INSTALLED BEIIVEEN PIPES. HORIZOMAL CONTROL WASHINGTON STATE PU NE COORDINATE SYSTEM E THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER iHURSTON COUNtt HIGH PRECISION NETWORK CONTROL POIM N0. 837 EIEVAT10N 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,~I,un'e[x osoo3 REVISIONS CALL NDERGRO ND L TE TW DfslGweulLD avu•r L oe~ellcoan TT DnrE BY DfscRPrloN OCA U U O DRAWING N0. RANSaoRTATIoN PUNNING•SURVfYING ER ALLEY ~,~ 3irnoG a REVISIOUSPERCmoFYELMCNaREVIEwNI WORKING DAYS BEFORE YOU DIG ~ YELM wASrIINGTON a oPAwNB> VL DC WATER SYSTEM 1.800-024.5555 ~ 4200 6th n e~ue, Ste. 301 h L W , ereev~ or. TWT APPROVED roe CONS'RAL'IDN W~3 as ~yLm985D3 " ~Y. ~ (3601 4 93-6002 T17N SEC 24 RIE ~ PLAN & PROFILE ~~~ ~~ ~ 1360) 493 2476 Fax . , , A COMMUN T (/272006 en r er cn~.. • • Consulting Group I Y BY T I ^ = so' 'cue ROAD 3. oevuoen eN R[view eNraNeeR 6 5 TAHOMA ERRA, LLC ~ m w STATIONS I 0+00.00 TO 13+92.54 PrPVwnl cxRiae~ SHEET OF SEC.24, T 17N, R I E, W.M. fT TERRA GLENN 9T. SE BTA 28+43,43 ~ TERRA GLENN ST. SE STA. 30+21,93 ~ TERRA GLENN 5T, 9E EOP STA. 33+ 16.94 ROAD 2 EOP STA. 13+91.92 ~ ~ ROAD 3 STA 13+92.54 PROPOSED PROPERTY UNE I I k4 I 1 -. f 1 ~~ I I I ~ N ;~ bbb~ m a . L~ `,1 .. _ m Nm m I I o~, _I I • " ~ ., . a I - _ W g-_ __+ 1 _ - y W _1 _ _I_ W I _ __ ~ _ 12 I I r ... ~i ~ ... I I ~ _ _ __.- _- _.-_. u I ' ~ ~ I T I O b in in - -.1. ' I 11 a~ ~ xu ~] N N I~ i 1 1 I ;~~I f: ' I I I I I II 25.5' 30.2' 30.5' 25.5' 56' WVJ S6' RAV ROAD2 ROAD3 9EF SHEEP W2 SEE BHEEf W3 TERRA GLENN ST. SE E%ISTING PROPERTY LINE ~ Q -C SCALE: 1"=50 FEET 0 2525®0 WATER METER SCHEDULE LOT N STATION OFFSET' TYPE 41 ~40 29+30.50 21' LT DOUBLE 3938 30+31.50 21' LT DOUBI~ 37-36 31+31.50 21'LT DOUBLE 3534 32+31.50 21'LT DOUBLE NOTE: 'OFFSET TO CENTER OF METER BOX "OFFSET i0 FRONT OF METER BO% 40.00' VC 0.00' VC UPI STA 29+74.17 VPI STA=30+ 5.55 n VPI E V=338.39 PI ELV=334. 3 355 ` v b '~ n n ,"~ "a °i 355 + m + Q rvN II m N mo ~ of -~ °m ~ v+ N ~ ~ N ~ N m Q> u + Qi N O Y +~ Nm «i t~ m tn + N+ QO + N ,~ N m Nrt1 m a ll a ~d Il a lu Nm ~ ° mm m N mll r ~ N y ~Q 1> ~ _t9 ~ II < r ~ mQ > 350 ~ ~+ ~ 3 Nw mm a 3N ~ 3 oN W 350 m > ~ '~'~ a s » > `~+ ~ ~> a s X0 0 ub NQrvl m tt) o~ll o 345 °~a J 345 _____ _____,- (262%, \\ 340 \ 3s2 ~ ` 340 EX157 G 462 ~8" \ EX STING PROF SED ~~~~ 6 6 UND G 2 ~ 335 \ - 335 z~ --- - ~~ 012"BD „~ 33o ER GLE N ST S WM ~ I z 330 z• ss II 325 325 ~ N n ~ N m ~ m ~ N ~ n ~ n v m m m ~ N m m m o m 320 m m m m m m m m m m m m m m m 320 27+00 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 HORZ•1"=50' VERT.•1"=5' WATER FITTING TABLE IS II 12 i LONGMIRESTREETSE 1 ` - I ROAD2 W w F N _ 2 I 2 W O I l7 ~ I ~ __ H ROA03 KEY MAP N.t S. TYPE STATION OFFSET MISC. CONNECT TO E%. 8' WATERMWN 50+52.46 5.5' LT REMOVE EXISPG BLOW OFF 6 CAP 8' x 8' TEE, PL 30+16.43 5.5' LT THRUST BLOCKING 3-8"GATE VALVE 8' x 8' TEE, FL 33+I 1.44 5.5' LT THRUST BLOCYJNG 3-5' GATE VALVE NOTES: I SEE SHT. N0. W-3 FOR WATER NDTES 4 G2 FOR GENERAL NOTES. 2. SEE SHT. N0. H- I FOR HORIZONTAL LAYOUT. 3, sEE SHT. N0. W-0 FOR WATER SERVICE VAULT LOCATIONS. 4. BOTH WATER MAIN LINES AND SERVICE LINES SHALL BE A MINIMUM OF I&'ABOVE SEWER LINES. 5. WATER SERVICE STUBS SHALL BF EXTENDED ONE F00T BEYOND JOIM TRENCH EASEMENT FOR ALL LOTS. 6. All WATER PIPE SHALL BE PVC 0900. 7. ALL UTILITY CROSSINGS WITH LE55 THAN MINIMUM CLEARANCE, TYPICALLY 18", SHALL HAVE SAND CUSHION IN51A1lED BETWEEN PIPES. HORZONTAI GONIROL: WASHINGTON STATE PLANE COORDINATE 3YSTEM C THURSTON COUNTY H1GH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349235 ROADWAY AND UTILITY IMPROVEMENTS ,oo Huvatz osoD3 REVISIONS CALL ERGR UND TE TWO DeslGwsuav ctslcNtoor TT Dnre BY DescRPrloN UND LOCA O DRAWING N0. ava•TRANSPORTAnam PLANNING •BURVEYING TERRA VALLEY F P 3117106 DC REVISIONS PER CITY OF YELM CIVIL REVIEWNI WORKING DAYS BEFORE YOU DIG ' YELM WASI11N6TON cenwiu or VL DG WATER SYSTEM 1-800-424.5555 ' 4200 6th Avewe, ste. 301 , N Z CrKKto Bv- TWf Amvovto roR mr<s~xucion W.4 I ~ Lacey. Wash~nglov 98503 ~ 1360)493b002 9EC 24 T1 N ~ PLAN 8 PROFILE ~~~ ~~ 1360) 4932476 Fax . , 7 ,RIE oa: r. 112 712 0 0 6 r: en eAe- ' ' Consulling Group A COMMUNITY BY I" = 50 ~ ~~ TERRA GLENN sr sE oEVnOPro cN Rtvitw eNCrtueu SHEET 16 OF 26 TAFIOMA TERRA, LLC se ' STATIONS 28+43.43 TO 33+16.94 aPrPOVaI rxriRFs: GENERAL NOTES WATER MAIN INSTALLATION I. All workmanship and material shall be in accordance with City of Yelm standards and the mast current copy of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction. 2. All work in City right-of-way requires a permit from the City of Yelm. Prior to ~ work commencing, the general contractor shall arrange fora preconstruction meeting to be attended by all major contractors, representatives of involved utilities, and the City of Yelm. Contact the Public Works Department al (360) 458-841D to schedule the meeting. The Contractor is responsible to have a set of approved plans at the meeting. 3. Water mains shall meet the lollowi0g specifications: Polyvinyl Chloride (PVC) Pipe (under 4 Inches): Pipe material shall be PVC 1120, PVC 7220, or PVC 2120, and have minimum wall thickness equal to ar less than the Standard Dimension Ratio (SDR) of 21, and meet the requirements of WSDOT Standard Specifications Section 9-30.1(5)B. Polyvinyl Chloride (PVC) Pipe (4 through 12 inches): Shall meet the requirements of AWWA C900, Class 150 wall thickness equal to or greater than the SDR of 18, and meet the requirements of WSDOT Standard Specifications Section 9-30.1(5)0.. Polyvinyl Chloride (PVC) Pipe (74 through 20 inches): Shall meet the requirements of AWWA C905 wall thickness equal to or less than the SDR of 18. Ductile Iron Pipe (DIP): DIP shall conform to AWWA C151 Cbss 50 or greater, and shall be 1/16-inch cement lined and sealed in accordance with ANSI/AWWA C104/A21.4-90, and meet the requirements of WSDOT Standard Specifications Section 9-30.2.(1). Six-Inch fire hydrant spools shall be Class 52. 4. Gate valves shall be resilient wedge, NRS (Non Rising Stem) with 0-ring seals. Valve ends shall be mechanical pint or ANSI flanges. Valves shall conform to AWWA 509-8D. Valves shall be Mueller, M & H, Kennedy, Clow R/W a Waterous Series 500. Existing valves to be operated by City employees only. 5. Hydrants shall be M & H Relionl Style 929 or 129, Mueller Centurion, ar Clow Medallion. Hydrants shall be bagged until system is approved. 6. All lines shall be chlorinated and tested in conformance with the above referenced specification (Note 1). 7. All pipe and services shall be installed with continuous tracer tape installed 12" to 18" under the final ground surface. The marker shall be plastic non-biodegradable, metal core or backing marked water 2-inch-wide minimum, which can be detected by a standard metal detector. Tape shall be Terra Tape 'D" or approved equal. In addition to tracer tape, install 14 gauge heavy duty direct bury coated copper wire (PAIGE "UF" single conductor or equal), wrapped around the pipe, brought up and fled off at valve hody All wire connections shall use wire nuts and a DBR Splice Kit, manufactured by 3 M or approved equal All locator wire for service pipe shall be connected to the locator were on the water main. 8. Provide trolfic control plan(s) as required In accordance with MUTCD. 9. All water mains shall be staked far grades and alignment by an engineering or surveying firm capable of performing such work, 10. All service line locations shall be marked on the face of the curb with an embossed "W" 1/4 inch into concrete. 11. Call Underground Locate al I-800-424-5555 a minimum of 48 hours prior to any excavations. 12. The City will be given 72 hours notice prior to scheduling a shutdown. Where connections require "field verification", connection points will be exposed by contractor and fittings verifed 48 hours prior to distributing shut-down notices. 13. Al any connection to an existing line where a new valve is not installed, the existing valve must be pressure tested to City standards prior to connection. I( an existing valve falls to pass the test, the contractor shall make the necessary provisions to test the new line prior to connection to the existing system or install a new valve. 14. After completion of II is terns shown on these plans and before acceptance of the project, the contractor shall obtain a "punch Ilst" prepared by the Clty s Inspector detailing remaining items of work to be completed. All items of work shown on these plans shall be completed to the satisfaction of the City prior to occeplance of the water system and provision of sanitary sewer service, 15. A copy of these approved plans and applicable city developer specifications and details shall be onsite during construction. i6. Any revisions made to these plans must be reviewed by the developer's engineer and the City of Yelm prior to any impl mentafion in the field. The City shall not be responsible for any errors and/or omissions an these pions. RECESSED HANDLE ttPE ~ COVER 3' x 3' x /" CUSS 3000 INUNO FOUNDRY 4243 6 3 A VALVE BO% WITH YELN 10" 6 3/C WATER" CAST IN UD CONCRETE PAD ` , OUTSIDE PAVED AREA TRACER WIRE SFAL WITH Ag1000W a: ACP ~ I.0 CSTC u ~ > 'o u ~ ' n o z ~ BALUST 0.5' CONCRETE CL 3000 ~ n INSIDE PAVED ROADWAY NOTE; SECTION/ FINISHED GRADE "I S~ ~i n- --6" SOR 21 PVC PIPE CONFORMING i0 ASTM 3034. RISER PIPE i0 BE ~ PLUMB AND CENTERED OVER VALVE STELA. I ~ 14" I I I r ALVE STEM RISER I REWIRED WHEN MA%. J6" IS E%CEEDED (LENGTH VARIES) "' __ ALL VALVES MUST HAVE f4 CUAGE INSUUTED COPPER TRACER WIRE TIED DFF AT VALVE BODY EXTENDED OUTSIDE PYC RISER PIPE THEN EXTENDED ONE FOOT TOP OF VALVE BO%. VALVE STEM EXTENSION LEGEND 00 VALVE OPERATING NUT OR 1 7/B" X 1 7/B" % 2" HIGH GRADE STEEL WELDED TO RISER SHAFT. © 3/I6" ThN X 5 I/5" DIA STEEL GUIDE PUTE WELDED TD RISER SHAFT. Q 2"%2"% 3/I6" SQUARE STRUCTURAL STEEL TU81NG i0 FIT OPERATING NUT. LENGTH AS REQUIRED GATE VALVE SHOWN-SIMIUR INSTALUTION REQUIRED FOA BUTTERFLY VALVES. STANDARD VALVE BOX M'PAavFD DWG. ND. ~- PaBllt Wara6 ORECiDR DAR B- ALL WELDS TO SHAFT SHALL BE I/4" FILLET WELD ALL AROUND. Drs Oxw, cxD. oAR Es .EG ,FC 5/2005 I BAODK SFAIES 36 CON CRETE j4 REBAA i0 MEET A T r.N ST4 0.613 GflAOE 60 FY-60WP51 I COYMEACIAL CONCRETE ~~~'• 't 3 ' (IF OUTSIDE PAVED ~ d~ ROADWAY) 3 - - ~ ' 1.3' i 3'-0" I.S' PAVEMENT 6" MIN. METER BO% TRNC ROW 23a RUfLOW TF250 WATER CONNECTION HYDRANT OR APPROVED EQUAL VALVE BO% 12" MIN COVER WITH COYER . SFE NOTE 1. 2" DIR. BRASS 3'-0" DUCTILE 36" MIN. COMMERCIAL CONCRETE IRON PIPE THRUST BLOCK 2' THREADED CAP WITH 2" I.P. FUNGE (ttP) THREADED TAP SWING JOINT Ai a BASE Of HYDRANT 0 9 2" OIA. BRASS 1. 2" GATE VALVE SHALL DE EQUAL PIPE BEDDING TO WNX Z" SQUARE M 4 X STYLF 2" ABOVE PIPE THRUST 4067 OR OPERATING NU1 UNDISTURAED BLOLK (COUNTER CLOCKWISE OPENING) EARTH SEE NOTE 2. CITY OF YELM, WASHINGTON I. VALVE BO% AND COYER SHALL BE PER DEPT. OF PUBLIC WORKS TELM VALVE BO% OETML 6-11. 2. WATERMMNS WHICH WILL BE E%TENDEO Z BLOWOFF ASSEMBLY IN THE NTURE, THE YALYE WHICH OPERATES THE 9LOWOff ASSEMBLY SHALL BE THE SAME SIZE AND INSTALLED ON APPROWD DWG ND. THE MAINLINE AND PROVIDED WITH A CONCRETE THRUST BLOCK. PU9rC MaPo(5 DIRECTOR DAR 5-9 DES OWN. as OAR Es 0.:c .EC 5/2005 J _ I L~ d. _ 1. (` d" SCHEDULE w STEEL OR ~ W REINFORCED CDNCAETE HARMER POST STAMPED WITH "W" AND DISTANCE 10 VALVE 3, POST TO RECEIVE ONE PRIME COAT AND TWO COATS OUi000R OIL BASE ENAMEL TO MATCH NYORAUDC COLOR v. v ' e A 4 2, a CEMENT CONCRETE CUSS 3D0 G p.,. o y L o i t a D I' SIDE FRONT VALVE MARKER POST 4' DIR. (6" DIR. FOR HYDRANTS LOCATED IN COMMERCIAL LOADING ZONES) 1" DIAMETER SCHEDULE 2D STEEL POST FILLED WITH CONCRETE NOTE: }~ I. LOCATE POSTS }' FROM HYDRANT DO NOi BLOCK HYDRANT PORTS 2. PIPE TO RECEIVE ONE PRIME COAT AND iW0 COATS OUTDOOR OIL 80.5E ENAMEL (SAME COLOR AS HYORANT- v,. SEE DETAIL 6-6) a a 2, 0 a CEMENT CONCRETE CUSS 3000 '' P ° u '~ '1 HYDRANT BOLLARD VALVE MARKER POST & HYDRANT BOLLARD DETAIL APPROVED DWG. N0. PUBl1C WORKS DIREC70R DAIS E-~ Z Des. DNN. aD. DAR Es ~FC AG 6/2005 Top view operating nut I° I-Limits or payment -,j~~ Pu^nl Hydronl Weather shield S Yellow sigh BonnN Grade Enam I / 13312 ~ 2 /= Hose connedlon HYDRANT OFFSET with threads .-d~/s'Steomer <onnecllon ' - with NSi Ihnads See valve hox and h 5" Slon adaDler aloe alem detail- li o Style 5-37 w/SC cap 6-11 J- l-Ground - Standpipe J 6" Flanged fin - 3' Nlnimum hydrant lea Each PIOo Jolnl fi' (1106 EAAA Iron, 6" - •' `6" Cl 52 d til I / ms c e pipe cut la lenplh ron 6" polo nlre, FL x NJ See note below Varies 4"xB"xl6" concrole block Hydronl shoe Backllll to lop of drain ring housing belts with 2" rashad rock as shown plastic holler between 6' x 6' wheel of I1 mil. plastic or con- thnst block and fee struct ion fabric, covering 2" washed ro<k Concrete Thrust block Notes cast-In-place ogolnal IiXing only 1. Hydranh shall be located In cordanca with Section 6.060. In addition, c minimum thne foot radius unohalruNed working area shall be pmvlded around all hydrants. 2. Hydronl shall be Dresser M ! H Relionl syle 929 or Clow Medallion. J. Gals vohes shall M realllent wedge NRS with 0-ring seNe. Vain sods aholl be Mechanical Joint by ANSI flanges. Valres shall conform to AWWA 309-80. Volrea shall ba Mueller MOH, Kennedy, Clow R/W or Wolerous Serlea 500. FIRE HYDRANT ARRROWD DGxG xo. PUBMC NaRNS OIRECIOA DAIS 6 _7 DES. DwN. Om. OAR Es .EC __ .EC 5/2005 ~ TOP VIEW ~. .~ ")t{~ - ~' •,~ TOP tiIEW .vcFL~~ iOPI YIEw -l r. ~~pv.• .fAv WYE SIDE VIEW TEE SIDE VIEW CROSS SIDE VIEW GATE VALVE ~' HORIZ. BEND TEE WITH PLUG CROSS WITH PLUG CROSS WITH PLUGS pLUG OR CAP 45' - 90' VERTICAL BEND CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS Nor6s: I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNOISTURBEO EARTH. STANDARD BLOCKING DETAIL 2. PUSTIC BARRIER SHALL BE POCED BE- TWEEN ALL THRUST 9LOCK5 k FfRINCS. APPROVED DWG xa. }, ANCHOR REBAR SHALL BE 5/6" MINIMUM PLDIIC w0AK6 DIRECTOP DAR 6-13 DIAMETER. ors DWw DAR p(D . . Es [t . u:G 6/2005 ROADWAY AND UTILITY IMPROVEMENTS ,or~, ~'EfR osoo3 RLVSm~s CALL UNDERGROUND LOCATE TWO DeslGwr6uaD e1vI • ~ De;icNeeer DAre DY DLSCRII•rloN DRAWING N0. L TRANSPORTArION PLANNING •SURVCYING TERRA VALLEY F '~' 3117106 CC RtV1510N5 PER CITY OF YttM CIVIL REVIEW NI WORKING DAYS BEFORE YOU DIG ' ! YFLM, wAStIwGTON ~* °R~1tt10' ~ 1-800-424-5555 42°06th"°`°ue.SLe 3°' Z LrrrA.°°' „YT WATER SYSTEM DETAILS PFPPJ r~r^e muoPnc'~~e W-5 I, Lacey. Wa,h:nyton 98503 (3601493.6002 ~ SEC 24 T17N 21 ~ . . I~, ', / (36014932476 Fi . . , RIE AGOMMU LAITY ~• Ilz7yzoo6 °0.f • ' ~ oA~` 0 Consulting Group BY i A NO SCALE `O1` cro"ioen ex Re n er N imree 17 26 A110M TERRA, L1C 0e ¢eTae~ APPeOV„, rmP s SNFET OF uD - •YIDSTAlES BCF-I/le w/ I.5' HOLE FOR 1000N READ BON- •YIDSTAlES RCF-14168 •OR PRE APPROVED CDUAL SCRNICF UDDLF 1 RoY.AC 2DZS GA ACCKWFLL JIS ?I 1' A 1' FORD PACK JdNf OR GRIP caRPDRAnoN STOP ;I I' POLTE1HYlENf UNE BALL YALYE (C4U-RB-STOP I wNN PACK JOIN I le' t% SLOPF 70 BO% CURB a GENFRAL NOTES N0. ]) I' x I' FORD PACK JOINT CORPORATION SroP 1YPF Fn 11 I i' PLASTIC UNE (USE 200 22~h' P51 PXILLwS DRLSCO PIPE T 5100 PoLYRXYLLNE PIPE) ( FORD BBI-555 BALL VALVI WIiX PACK JOINT A FEYAL I.P. TNREADs sEw+la SADDLE xmfs: 1. STAINLL55 STEEL INSERTS RCWIAED FOA ALL PACK JOINTS AND GRIP, i. ALL SEANCE SADDLES SMALL NAVE RUBBER CASNCT /ND I.P. IHRFADS. STREET `/ /' SOUD CAST IRON COVER ELL n MARKED 'WATER'-~ CONCRETE METER BO% f00-TILE METER SEAL CO. NO.JII ttPE 2 WITH 12' BASE OA EQUAL 6' ` MIN. - 2 -I' GATE VALVE, BALL VALVE 1 1• DRISCOPIPE 5100 ULTRA-UNE PIPE i I t OR APPROVED EQUAL (200 PSI MIN). MUELLER INSTA-PTE COUPUNC ,}15108 OR APPROVED EQUAL AIR AND VACUUM VALVE 1' APCO CORPORATION STOP MODEL /13C, 2-90' ELBOWS I' GALVANIZED TOAD !500 OA LRISPIN UL20 OR STEEL PIPE TO EQUAL EQUAL FR 1'-90' ELBOW ASKED GRAVEL PASSING SERVICE SADDLE I" (ttP) 1/2" AND RETAINED ON ASSEMBLY-SINGLE S7AAP. 1/4" MESH ROMAC 101 S OR EQUAL 2 - 2•N GUV. PIPES BURIED 3' W/ 1/2' WIDE MP N ~ S E S I C I. AI R VALWY VALVE ASSEMBLY MUST BE INS ALLED A7 M GHEST P OINT OF UNE. CITY OF YELM z. REYON: ALL cow KxocKOUis to ALLOW FaR DRAwAGC. DEPT. OF PUBLIC WORKS S. FACE Of 4E7ER BO% TD BE LOCATED 1' W BALK OF CURB. Z" AIR AND VACUUM 1. WXERE AIR RELEASE YALVC (ALES OUTSIDE OF PUKED IMPROVEMENTS. REPAIR SIDEWALK TO MATCH E%IS11NG. RELEASE VALVE S. iXE WA7EA SERVICE UNE SMALL HAVE 56. Of COV[R BELOW FINISH GRADE. 6. ~'RAWL (OEfECfABLC PARKING) TAPE SMALL BE COLOR LODE BLUE ANO 1 1 ALL BF IMPAIN(ED CON7INUODSLY OVER ITS ENiIfH LENGTH IN PFRYANENT ^ ' AJ>PRONED Dxc. Na 6-II J, CN INN, WITH iHF YESSAGF 'WATER UNE BURIED BLOW' AND iXE / ` ( p~ PUBUC WGRNS DIRECTOR DAZE ORO "CAUTION' PROMINENTLY SXOWN. TAPE SHALL BE A 2' NIN WIDTX. r f L I NiJ. CII . OA I I I , ES JEG JEC 5/2005 DeslGweuaD CIVIL •TRANSPORTATION 1 PIANNING•SIJRVEVING ' 4200 6tH Avenue, Ste. 301 E ~ ~~~~ hG~y, wRetr,~yLOn Deso3 (3601433G002 ~ L / ^ Consulting Group (36014932476 Fax ROADWAY AND UTILITY IMPROVEMENTS TERRA VALLEY YELM, WASYIINGTON SEC. 24,T17N,RIE A COMMUNITY BY TAIIOMA TERRA, LLC Jw NUCeER 05003 G~GNLO Dr. DPawN n+ DC G'ECAEL'BY T1'/( DA's. 1/27!2006 Calf NO SCAIf LNCCN VALVE YETCR 11' 11' / LfORD BN IZ-ISW 5/. COPPCR YEIER SETRI LNCCN YALY[, UNpN AND SWWEI FOA CON I' IRON PIP[ 18-47 BR,INCN PIECE, OR EI W17X MALL I.P. INIFT AND 1 5/8" DUAL METER SERVICE APPRONO OwG. NO. PUg1C NYIfR(S gRECidt DALE 6-Z JES. DWJ, CND. DAZE Es JEC JEC 5/2005 I LIVE TAP y 2~ 1YP. CONCRETE iXAUSf BLOCK (iYP) I(~ ^I r ne. ~, ~ GaxenDLLED xxsm - vcKPU ro SPPAY XEAE OF YAN TAPPING VAIVC R ~ NJ STMNLFSS STCEL rAPPwG sLLEVE YALYF ANp sLE[VE SXNL BF SVPPoRIEp AND BACKfILLED AS GAWXDI SHOWN BLOW-RIGN1. CAlF VALVE FL ~ YJ TEE -1 I/J OAYETEA // DF FPCT 0. ~~ CONiROWO D[NSIIY BACKHLL~I- 2' POUACO WpTX Of TRENCH SOUO BAICN GDPPpRi coxcREn mRUSI BLOCK NOTES: I. II MIL PUSTIC OA CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK AND BACKFILL AAE POURED. CITY OF YELM, WASHINGTON 1. CONTROLLED DENSITY BACKFILL IS A DEPT. OF PUBLIC WORKS PUNT MI% CONSISTING DF : 3100 SAND 150/ WATER, AND ONE SACK CONNECTION TO (94/) OF CEMENT. (~ 3. MJ CU7 IN TEES SHALL N01 BE EXISTING MAIN PERMIITEO. APPROVED DwG. xa A. SUPPORT VALVE AND SLEEVE CONTINUOUSLY THROUGH INSTALUTION, PUeuC YpANS DIRECTOR DAIS 6-~D DES. OWN, c%D. DATE ES JEG ,EC S/ZOOS 19 1 2' 4ETEA BO% ~ ~ I/' SINGLE METER J~ BOX PLACEMENT 12' uA%. PROPEAn zx sLaPE ro eo% ~ uxE b' LO CFMIFA Of 10N IZ' I' zpoAn Iz' I2' P.E. PIPE b 1 8' Y[iEA BO% PROPERII YE7ER DO% CEXTCACO UXE ON E%RNOED LOi UNE DUAL METER - BOX PLACEMENT 2% SIOPE i0 BO% b i0 C[NTFA D< BO% , 11' ' j~ Cw 1' 200P I 12' P.E. PIPE 12' CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS TYPICAL METER PLACEMENT AYPRONn OMG. N0. PUBUC NORMS DIrQC10A DALE 6-6 oES. OWN. aD. oAIE Es ,EC .cc 5/2005 APPRaYEn uriFR aox w - •uwsTA¢s err-Ins w/ Ls' HOfL FCR TWtlI READ e0x- •Pmsurzs BLS-lase •CR PAE APPROVED EOJ.AL SERNCE SNOdr RWAC 2025 CR ROd(W1L JIJ YEIER BOX 7 s IS Y FORD [JRP AgNi W COPPORAnaV STOP TIDE re nol IN' I' PUSRC LWE (IISE T00 PP aR1 PHAJJPS Dmscro P,PE sco PC11E1HNfNE PIPEJ MEhA CHECIt YALYE 19 I/1' ?x SLOPE t0 80% AB' TO fEIJiER Qi BO% r~61. ~A _ mm~'~ r! GAUGE wSUU IEO COPPER ranNC WRE xRAJ>PED AROUND ~m~E PVE (YE ffNERAt N01E5 N0. 1`-H-AY FORD 861-lN-G GRIP 21YJ AYN1 BY I.P iHRfA05 1 I' u,uF JDAPrtR - 1 J/!' X I' X 14' BELL REWCER. I'x I' FCRO GRIP ARJi CLWPd1ADCN sroP rrPE FB ^D1 SEANCE S40DLE NOTES: I. srAwLfss srza wsERrs AEDJW(D fOR All PACK HINTS ANO GmP, 2. ALL SEANCE SADDLES SHALL AND nrnNGS SHALL HATE I,P, mRfA05. REVlslous CALL UNDERGROUND LOCATE TWO DESCPoPTION JNS PLR clTV oP YELM amL RemEw s I WORKING DAYS BEFORE YOU DIG 1.800.424.5555 WATER SYSTEM DETAILS lf~tt,:[L rpR q,Ir~RUCU`N P.Y LA'! DeveLOPVEn' RFVIEw!NCiN?~ rlu,v .,~P., IZ' Iz' fpt0 4B 11-ISW 5/9'6 J/A' CCVPFR 4F1ER StTIER Wm aEa vuAE AND wlaA xur AxD sWAEL fcR LONNECRNC 1"IRdI PIPE aR COVAL CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS 5/8" SINGLE METER SERVICE MPRONED DNG. NO PUBUC WDANS DIRECTOR DATE 6-1 OES DNN. CND. DALE Es ,EC Jfc 5/2005 DRAWING N0. W-6 SPIFFY 18 OF 26 SEC.24, T 17N, R I E, W.M. LONGMIRE STREET SEE TAnOMA TERRA DIVISION I CONSTRUCTION PLANS PROPOSED ROAD Z ~ ROAD I STA. 51 +79.93 fE ROAD I STA. 54+74.93 ' PROPERTY LINE CL ROAD 2 BOP STA. 10+00.00 ROAD 3 CL ROAD 3 BOP STA, 10+00.00 76 RAN SEE BnEET R~2 SEE SHEET R3 56 ~ 56.00 RAN 38.00 38.00 25.50 30.50 30. ' 25.5' .~ ~~ ~ t I, I ~'~I~ I~~I~ I ~,I i ( I~ r I , I ~ ~~ I , I _ 4 ~ T t +}} It ' ~~ I VIII Ih~ilil III'' ~ I II I I I~: ~ I I I I ~ ,...I I~ r m +~...,w,,,p -- I -- I ~ o~~ o b o - I~ m ~ I . =-J m -_N-~o _ _ P hy I I I _ ~ . , .- r, _ - ~ ... . ;, r I 5 2 5 ~ - S1ID m -1 ~ 3 I 4 s , . -r ~ ~ - ~~ ---- ----- ~ ~ °T--- a m --- --~,~'~ N , I I~ fL ROAD I BOP STA. 50+00 I I ! CL lDN6MIRE ST STA. 7+91.76 I , 4?~ ROAD 1 E%ISTING PROPERTY LINE E%ISTING PROPERTY LINE Z~~ SCALE: 1'=50 FEET 0 25®0 KEY MAP N15 END OF CONSTRUCTION CE ROAD I COP STA. 56+87.73 355 6 oa vc 75 oa v = 355 p VPI El = 337.21 VPI ELV = 33 .94 0 o a o ~ m+ ut ~ ~ o '+ ~ ° ~ G 9 n °- o m . N ~ o ° om z ~~ Uh01 350 Nw+ m v ~ n m ~ o ~ m pPN ~~? 350 ~N ~n- ma > m l o ~ m '" -m - m + a m m o + m ~ z'^ m m ~NII II Ut w o d II a um Im N N p uN m Oo II V'Im w H II Z J) w Ulw w f J1 w plN la- ~ OJI w 345 Qla-0 0x % a ~ _ o d m d kk d ~ adm w ~~ d mm mw w » » >o ~ » ~m¢ Q w° O 345 O m + m Om ~ II y m 340 -_- w$- m 340 I-2.> ' $1 a ~ II ,3,~ ~m u1 w PROPO ED GRADE 335 - -__ falsnNG GROUND 335 '~ _ '- ` ____ oso~ -_ __0.519° ~~~ X ~~-_ __ :I _ -~ ~ 012"SD ~- 330 `~~'= 12' D ~> - 330 m ~ CXI TING 2' TEP MAIN 63g F, 2' STEP M N 325 z 325 m ut Q a ? m ~ m ? v T' m ~ ro ? o a m ro e a m N ~ 41 w ~? n m v `u o '^ m "? cN '" a '" m ~ m ~ n m m 01 0 '~ o - m m o m m m m m m m m . m 320 m m m m m m m m m m m m ~ m m m m m m 320 49+00 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 58+00 HORZ-1"=50' yf~~T.-1"=5' STEP SEWER CONNECTION SCHEDULE LOTN STATION OFFSET' TYPE 10 50+57.50 21'RT SINGLE 8-9 51+49.00 21'RT DOUBLC 7~6 52+49.00 21'Rr DOUBLE 5~4 53+49.00 21'RT DOUBLE 3-2 54+49.00 21' RT DOUBLE I 55+58.50 21'RT SINGLE NOTE: OFFSET TO FROM OF SERVICE VALVE BOXES STEP SEWER FITTING TABLE '~ ` LONGMIRE STREET SE I ~ _ I' w ROAD 2 I y N __-~ F 2 J ~ Q~Q N I w - - _ _ - ~F ROADS 1YPE STATION OFFSET MISC. CONNECT TO EX. 2' STEP MNN 50+52.46 5.5' RT REMOVE E%ISPG BLOW OFF t LAP 2° K 2° TEE 51 +74.43 5.5' R7 THRUSi BLOCKING 3 2' GATE VALVE 2" e 2' TEE 54+69.43 5.5' RT TNRUST BLOCKING 3-2' GATE VALVE 45°BEND 55+34.72 1.38'RT. 45°BEND 56+38.73 1.88'LT, END OF UNf TEMP. C.O, 56+87.73 I' Ri MRUST BLOCKING NOTES I. SEE 5M. N0. G-2 FOR GENERAL NOTES. 2. SEf SHT. N0. G3 FOR HORIZONTAL UIYOUT 3. 5fE SnT. N0. 5.5 fOR SANITARY SEWER MNN CONSTRUCTION NOTES. 4. PIPE LENGTH SHONM IN PROFILES ARf APPRO%IMATE TO CEMER OF fiTTINGS. 5. ALL UT]Lltt CROSSINGS VNTH LE55 TnAN MINIMUM CLEARANCE, TYPICALLY 18",SHALL HAVVE SAND CUSHION INSTALLED BETWEEN PIPES. nowzONrN courRa: WASHINGTON STATE PLANE COORDINATE SYSTEM a iHURSTON COUNTY HIGH VERTICAL DATUM PRFCIS]ON NETWORK NGVD 29 PER THURSTON COUNTY HIGH PREOSION NETN/ORK CONTROL POMT N0. 837 ELEVA-ON 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,ooNOUazx osoo3 RewsloNS CALL UNDERGROUND LOCATE TWO DfslGwaulLD l a L csclreca. rr Dnre BY DESCRPrIoN DRAWING N0. v L•rwwsPORrnrloN PIANMN6•SURVfYING TERRA VALLEY F `p 3117106 DC REVISIONS PfR CITY Of YELM CIVIL REVIEW BI WORKING DAYS BEFORE YOU DIG ' YELM wA5t11NGTON > °P^.°,e~ VL °G STEP SEWER 1.800.424.5555 ~ 4200 6th Avenue, Ste. 301 L , Z erecMU on TWf nrwDV[o roR coNS'PSlCiow c-A I / T, acey, Wash,nyton 98503 ~ (3601493.6002 24 T17N 5EC ~' PLAN & PROFILE J ~~~ ~~ / !3601493.2476 Fa+ , . ,RIE t~' NA'e 1 /2 7120 0 6 Nr oa', ' ~ Consulting Group A COMMUNITY BY TAIIOMA TERRA, LLC a~ I, = 5a ''~"` ROAD I sTAnoNS sotoo-ooro 56+BZb3 eeveman ewiew [uewe[e ~N AFrFpVAI ,r~o~;. SHEET 19 OF 26 SEC.24, T17N, RI E, W,M. EXISTING PROPERTY LINE I ' ~ I - :I I .. I I I I I I ~ I __. 1 ~ f o I ~ I ~' `+ I; ~ 1 1 ROAD 1 TERRA GLENN ST SE E E SHEET SS-I S H S E E S EET S 4 - 25.5' -y- I - -~ S --------x I 30.5' Ch ROAD I STA. 51+79.93 C ROAD 2 BOP STA 10+00 00 ~ - - 5 6 ~ W~ V -I 25.5'-}--0---x30.5' I • ~I ~ L . . I I I' ' ~ 111111 111111 I I ,I I F ~ t ~ ~ ~ f ' I ° , ~Illliiii iiiiiil~l o ~ 9 I ~ _ :g~ - N N b q N N 1 , • _. _ _ ^__ I I_ ) 1~ I I C;; 12 5 P ..+ ~ ,~ ~ _ _ ~ _ srEV _ 7 I I P _...~ ~ r~ hh4"06 '+ ~~ .. .ww ....... I 13+0O...W ...... 1~ < f I. __. ....~ . , • ~ o ~... ~ .,,.,tom ..~. • ~ ~ ~ N I ~ ~' - _ - - - ~ ~~ ~ ~ - - - l V ~I ~ ~ I ~ mo m ~ • , _. _-- I I a T.~ I i ; , : o I I I I~ F I 'Il ROAD 2 ~ TERRA GLENN ST. 5E STA. 30+21.93 Ct ROAD 2 EOP STA, 13+91.91 EXISTING PROPERtt LINE 350 350 m n°o +o o _ ~ o ~ N ~' N ~' 345 ,~o + ~orom t>io m-N vo m- xov ~- mm m n `~mmupi ~m+N 345 a- m o - m o m m o m o m - m zrv- m II `Na I Sll - ll Il m p II m II d m ll _ Il w+ p QII ina II N a w > a > a ~ a ~ ~ a D ~ ~~ d Ul w F Ul ~ w Ul w N w N Il w 340 ~m ma a ~ ~ Q a a s a FNO O 340 EXISTING GROUND - - PROPOSED 335 - - - ---- - GRADE 335 0 59a 0.64°k 2° ~~ I%" 190 ? !2" s° 4 330 I "sD ; 330 "" 0 I o• B^ 325 2 39 LF, 2"STEP IN 0 32s _ m o v m in m r N _ o q m m m o m '^ ,~ ~ ~ ~ ~ v xo _ in m 20 m m m m m m m m m rci v 3 m m m m m m m m m 320 9+50 10+00 10+50 II+00 II+50 12+00 12+50 13+00 13+50 14+00 14+50 HORZ.-1"=50' VERT.-1"=5' DeslcwawtD GVIL•TRANSPORTATION ' PLANNING •SURVEYING ~ A200 6th Avenue, Ste. 301 Q ~ ~ ~~ Lacey, Washington 98503 (360) 493 6002 L, ~ 1 Consulting Group (3607 4932476 Fax ROADWAY AND UTILITY IMPROVEMENTS TERRA VALLEY YELM. WASHINGTON SEC, 24,T17N,RIE A COMMUNITY BY TAIIOMA TERRA, LLC aoo NuNaER: 05003 oES~cNEC tsr Ti DATE 31170 oRAwN ar. Vl DC cnecr~o ar. TWf cn~e. 1/27!2006 scnlr I"=50' PER CITY OF YELM CIVIL REVIEW M I SCALE: f"=50 FEET o zs®o LOT k STATION OFFSET' TYPE IS 10+45.00 21'RT 51NGlP 16J 7 I 1+42.50 21' RT DOUBLE II 11+63.00 21'LT SINGLE 14 13+53.50 21' LT SINGLE 20 13+53.50 21' RI 51NGlE 18-19 12+54.50 21'RT DOUBLE 12-13 I z+6G,oo 2 r u DousLE 14 13+6450 21' LT SINGLE 20 SEE SILT. S-4 51NGIE KEY MAP N rs. 0 STEP SEWER CONNECTION SCHEDULE NOTE: OFFSET TO FRONT Of SERVICE VALVE BOXES STEP SEWER FITTING TABLE LONGMIRESTREETSE I~ - W I ROAD 2 I rn F N Z I I W 0 I !7 ~ ) ~ W I-----~~ ~ ROA03 TYPE STATION OFFSET MISC. 2" x 2" TEE SEE 5H1. 5-! 5.5' LT THRUST BLOCKING 3-2"GATE VALVE 2' x 3' TEE SEE SHT. 5-4 S.5' LT THRUST BLOCKING I-2'GATE VALVE 2-3" GATE VALVE STEP SEWER PLAN ~ PROFILE ROAD 2. STATIONS 10+00.00 TO 13+91.92 NOTES I . SEE SHT. N0. G-2 FOR GENERAL NOTES. 2. SEE SHT. N0. G-3 FOR HORIZONTAL LAYOUT 3. SEE SHT. N0. 5-S FOR SANITARY SEWER MAIN CONSTRUCTION NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARf APPROXIMATE TO CENTER OF FITTINGS. 5. AIWTILItt CROSSINGS WITH LE55 THAN MINIMUM CLEARANCE, TYPICALLY I B', SHALL HAVVE SAND CUSHION INSTALLED BETWEEN PIPES. I HORZONTAL CONTROL: WA9NINGTON STATE PWJE COORDINATE SYSTEM d THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349.235 CALL UNDERGROUND LOCATE TWO DRAWING N0. WORKING DAYS BEFORE YOU DIG 1-800-424.5555 nrrROVeo roR couswcvoN ~ ~~ tsr once OEVELOPMEN' REVIEW ENGINEER nPPROVAI ExPIRes~ SHEET 20 OF 26 SEC.24, T 17N, R I E, W.M, ' LGNGMIRESTREETSE I ~_ I W ROAD 2 I y _-__ ~ N Z ROAD 1 TERRA GLENN ST SE I ) w SEE SHEET Sd SEE SHEET 5~4 ~ I I ~ 56' RWJ CL ROAD I STA 54+74.93 56 d RAV TERRA GLENN Si SE EOP STA, 33+ 16.94 Q 25.5' 305' 25.5' 30.5' ~ 0 4 ROAD 3 EOP STA. 10+00.00 CL ROAD 3 STA. 13+92.54 tY I I W ~ ~r "~I I. '' ~~ I ~ , , I I J, i I '~ ~" __ is 7 - ~ ml ~ ` I ~ ERISTING SCALE: 1"=50 FEET ROA03 PROPERTY LINE I IQ I ~ b ] ~ ~~ ~ D 25 50 100 ' i t N 0 o in in I I I I II N ~ O I v ao __ __- -__ -_ m -l m -N m _' I _-__-__ I -,[ KEY MAP ,® - - --- - I ---- .,TS. 13 - STEP _ _ _ STEP - ~_ _ SrEP 1EP STEP I Pe-- -y-Nrgg--` - ~t -~-32+gg-_ r. - _~ ...._I__T+Y~' ... .._._... _ ;•, _}5100-_ 1, ~ ~~" I ) ~ O No N ) T ~ I ~ 0 m '_~ - a END OF CONSIUCTION 0 4 ROAD 3 EOP STA. 15+37.54 ~~ ~ / ~ STEP SEWER CONNECTION SCHEDULE _ - _ _ / / - - ~ `. ' '. , ": LOT F STATION OFFSET' TYPE ~ 26 10+43.50 21' LT SINGLE ~ ~~ ~ 27 10+43.50 21'RT SINGLE 28-29 II+30.50 21'Ri DOUBIE 2524 11+42.50 21'LT DOUBLE ROAD 3 30 OS 12+30.50 21' LT DOUBLE 23-22 12+54.50 21' RT DOUBLE 21 13+53.50 21' LT SNGLE 31-32 14+27.50 21'RT DOUBLE 33 15+35.50 21' RT SNGLE 350 350 o 0 0 ~ O ~ O N V V- mm N V z F~r- N Vr~ 345 + 7 vmo ° m mN ~`-°~ m ro~ ~+~' 345 o m o m o m mm m a m Z._ m o Q r ~o ~l Il u ~ ~ W ~Q`? m - II II m II Ou OQ ~ m wQ U`I > a w n > < w n ~ ~dQ U n 340 O m O m~ ~ d n_ ~ g a w ~ FON w ~ a a w s od zo d o 340 EXIS ING GRO ND P OPOSED I Zp% .50'7 G DE 0,50% I 335 _ ---- ---- ---- 335 z'~ 2~ , - - 0.51% I oo~ ~ ~ zK ~J~ I z° sD ~~ ~ B'WM 330 I ' wM ;~ m 330 536 LF g E 5 6 LF, 2' STEP MAIN 3 325 OAD 325 m m N, - ~v o n m N m ~ m ~ O ~ m m m 0 m ~ v ~ ~ m 0 m v m ~ ~ m ~ v m i m 7 m v m ui ~ ,n m N m N m N m to m ~ m 320 m m m "1 m '^ m "1 m '^ m '^ m `? m m m m m m m m 320 9+50 10+00 10+50 II+00 II+50 12+00 I2+50 13+00 13+50 14+00 14+50 IS+00 15+50 16+00 HORZ-1"=50' VERT.-1"=5' ND7F: OFFSET TO FRONT OF SERVICE VALVE BOXES STEP SEW1=R FITTING TABLE TYPE STATION OFFSET MISC. 2" r 2" TEE SEE SHT. 5-I 5.5' LT THRUST BLOCKNG 3-2'GATE VALVE 2" ~ 3" TEE 13+87.01 5.5' LT THRUST BLOCKING I.2"GATE VALVE 2 3' GATE VALVE END OF LINE TEMP. G0. 15+37.54 5.5' LT. THRUST BLOCKING NOTES I . SEE SHT. NO. G2 FOR GENERAL NOTES. 2. SEE SHT. N0. G9 FOR HORJZOMAL LAYOUT 3. SEE SHT, NO.55 FOR SANITARY SEINER MNN CONSTRUC110N NOTES. HORZONTAL CONRROL: WASHINGTON STATE PIANE COORDINATE SYSTEM t THURSTON COUNTY HIGH VERnCAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NLTWORK CONTROL POINT N0. B37 ELEVATION 349.235 4. PIPE LENGTH SHOWN M PROFllES ARE APPROXIMATE TO CENTER OF FlTTINGS. 5. ALL UTILITY CROSSINGS WITH LESS THAN MINIMUM CLEARANCE, TYPICALLY 18', SHAU. nAVVE SAND CUSHION INSTALLED BETWEEN PIPES. DESIGWBURD CIVIL 4RANSPORTATION ' ) PIgNNING•SURVEVING 4200 6th Avenue, SLe. 301 l ~ ~ ' Lacey, WashmgWn 98503 1360) 493.6002 ~ ~ ~ Consulting Group (360)4932476 Fay ROADWAY AND UTILITY IMPROVEMENTS TERRA VALLEY YELM, WASYIINGTON SEC. 24, T 17N, RI E A COMMUNITY 8Y TAIIOMA TERRA, LLC IDa NUVpER 05003 eescE¢D pr TT f.PA,iM pT VL DC crccKEDflr. iWr DA~e 1727/2006 ?cal6 = 5d REVISIONS STEP SEWER PLAN & PROFILE ROAD 3. STA-ONS 10+00.0010 I3+92.54 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-500-424-5555 APPROVED fOP. GUNS'PUCION pr cA . DEVEIDP.: EM REVIf,V ENGINEER AFPR,OV>I tFeiPE4 DRAWING N0. S-3 511EET 2 I OF 26 SEC.24, T 17N, R I E, W.M. fU TERRA GLENN ST. 5E STA. 28+43.43 .~~,I~ , ar F q». - - i ~.L , r l I II. ~, EXISTING PROPERTY LINE ~ ~ -~~ SCALE: 1°=50 FEET 0 25 50 100 STEP SEWER CONNECTION SCt1EDULE LOT N STATION OFFSET' TYPE 41 28+98.00 21' LT SINGIE 4039 21+81.50 21'LT DOUBLE 3837 30+81,50 21'LT DOUBLE 3635 31+81,50 21'LT DOUBLE 34 32+73.50 21' LT 51NGlE 21 SEE BHT. S3 51NGlE NOTE: OFFSET TO FRONT OF 9fRVICE VALVE BO%ES 25.5' S~ ~~30.5' ROAD2 SEE SHEET S2 TERRA GLENN ST. SE 25.5' -56' RAV ROADS SEE SHEET 9.3 4 TERRA GIfNN ST. SE EOP STA. 33+16.94 4 ROAD 3 STA. 13+92.54 40.00' VC .00 VC VPI STA 29+74.17 VPI STA=30+ 5.55 ~ VPI E V=338.39 I ELV=334. 3 355 v v o m~ ~ " N a m 355 + '~ N ~m Q M w c~ mo ''A m ai n -n m N W m m m - Q+ O m ~, m " ou m o a? + N o v +~ mm ~ m no + m+ po a m + N N m '"m ~vm m m n u ll Nw m Nm u ro _ n o mm m m m a u a a w d ~aa o II i a> ~ ~ m m r mo ° a ~ u 11 + ma 350 ~ ~ ~ a ~ 3 m~ - mm a >`m a > om 3 w 350 m > '~ '~'~ a s » > m+ N ~ S> a a `mD O IO m curm m O'n 1 II 345 °°~ ~ 345 340 3sz ~ 340 'se //~~IXI ~3' ING EP MAIN B FX `G STING UND PRO G BED 335 _ 1 335 ID - - - - ~~ ta ,sD~ ~~ ~ ' 330 o N 330 faM 8 ~N m ~ 419 STEP MA P, 3' N 3z5 o ER GLE N ST. SE 3z5 m N n ~. n 0 ~ a7 ~ N ~ n m ~ v m m m m m m N - 320 v m ~ v '3 m `r m m m ~ r10i m m m m m m m m '^ m m m m m m m m m m m m m m° m m m m "3 320 27+00 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 HORZ-1"=50' VERT.•1"=5' STEP SEWER FITTING TABLE 10 0 0 i LONGMIRESTREETSE I - - I w ROAD2 y H _ -- W I Z Z W I ~ Q ~ I N _-_-_ F ~ ROADS KEY MAP xis. TYPE 51A-ON OFFSEf MISC. CONNECT TO E,Y, 3' STEP MA1N 50+50.74 5.5' RT REMOVE E%ISTG BLDW OFF d CAP 3".2'TEE 30+16.44 5.5'Ri THRUST BLOCKING 23' GATE VALVE I-2'GATE VALVE 3" x 2' TEE 33+16,94 5.5' RT THRUST BLOCKNG 2-3'GATE VALVE I -2' GATE VALVE NOTES I . SEE SHT. N0. G-2 FOR GENERAL NOTES. 2. SEE SHT. N0. G3 FOR HORZONTAL UIYOUT 3. SEE SHT. N0. 5.5 FOR SANiiARY SEWER MNN CONSTRUCTION NOTES. 4. PIPE LENGTH SHONM IN PROFILES ARf APPRO%IMATE TO CEMER OF FITTINGS. 5. ALL UTILITY CR0951NG5 lMTH 1E55 THAN MINIMUM CLEARANCE, TYPICALLY 18", SHALL HAVVE SAND CUSHION INSTALLED BETWEEN PIPES. HORIZONTAL CONTROI: WASHINGTON STATE PIANE COORDMAif SYSTEM e THUR910N COUNtt HIGH VERTICAL DATUM PRECISION NERNORA NGVD 29 PER THURSTON COUNtt HIGH PRECISION NETWORK CONTROL POIM N0. 837 FLEVA-ON 349.235 ROADWAY AND UTILITY IMPROVEMENTS A e ,oBNUm'Bfk osoo3 REV1s1oNs CALL UNDERGROUND LOCATE TWO DESIGN>auaD - ~ yn ° DATe BY DESCRIPTION DRAWING N0. CIVIL •TRANSPORTATION PIANNING•suRVEYING TERRA VALLEY ~ ^ oESicIUEO ev: TT 3rnro6 Dc REVISIONSPERanoFYELMC1vaREV~Ewa1 WORKING DAYS BEFORE YOU DIG 1 I YELM WASHINGTON `~~NBr VL DG STEP SEWER 1.800-024-5555 ~ 4200 6th Avenue, Ste. 301 L , Y crccKtn or TWf nrPxovee Foe coN; eue~or, ~~ ~~ ~~, 11 acry, washmgton 98503 (36014936002 SEC. 24, T 17N, R I E ~ 1/27/2006 PLAN & PROFILE or. cn'e: Consulting Group 1360)493-2476 Far A COMMUNITY BY a o~*e ' ° TERRA GLENN 5r SE cevaoen'eN~ ervi[w eueiN~e TAHOMA TERRA, LLC 6 OA ,~~, = so I STATIONS 28+43.43 i0 33+ 16.94 neFapvAl f hats. Sl1EET 22 OF 26 GENERAL NOTES (SANITARY SEWER MAIN INSTALLATIONI t. All workmanship and materials shall be in accordance with City of Yelm standards and the most currentcapy of the State of Washington Standard Specifications for Road, Bridge and Municipal Construction (WSDOT/APWA). 2. All approvals and permits required by the City of Yelm shall be obtained by the contractor prior to the start of construction. 3. If construction is to take place in the County Right-of-Way, the contractor shall notify the County and obtain all the required approvals and permits. 4. A preconsiruction meeting shall be held with the Cily of Yelm prior to the start of construction. 5. The Cily of Yelm shall be notified a minimum of 48 hours in advance of a top connection to an existing main. A City representative shall be present at the time of the lap. 6. The contractor shall be fully responsible for the location and protection of all exisCmg utilities. The contractor shall verify all utility locations prior to construction by calling the Underground Locate Line al 1-800-424-5555 o minimum of 48 hours prior to any excavation. 7. Side sewer services shall be PVC, ASTM D 3034 SDR 35 with flexible goskeled or solrenl weld 'pints. 8. All plastic pipe and services shall he installed with continuous tracer tape installed 12" to 1B" under the proposed finished subgrade. The marker shall be plastic non-biodegradable, metal core or backing marked sewer which can be detected by a standard metal detector. In addition, STEP systems, and farce mains shall he installed with 14 gauge direct-bury rated copper wire wrapped around all plastic pipe, brought up antl lied off at valve body. Tape shall be Terra Tape 'D" or approved equal. The tape and wire shall be furnished by the contractor. 9, All buried power for STEP systems shall he installed with continuous tracer tape installed 12" above the buried power. The marker shall be plastic non-biodegradable, metal core backing marked "power'. Tape shall be furnished by clinlractor. 10. Bedding of the sewer main and compaction of the bockfill material shall be required in accordance with the above mentioned specification (See note 1). 11. Temporary street patching shall be allowed for as approved by the Clty engineer. Temporary street patching shall he provided by placement and compaction of 2 inch minimum asphalt concrete cold mix. Contractor shall be responsible for maintenance os required. 12. Erosion control measures shall he taken by the contractor during construction to prevent infiltration of existing and proposed storm drainage facilities and roadways. 13. Provide traffic control plan(s) in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) as required. 14. It shall be the responsibility of the contractor to hove a copy of these approved plans on construction site of all times. 15. Any changes to the design shall first be reviewed and approved by the City of Yelm. 16. All STEP mains shall be hydroslaticDlly tested in conformance with the above-referenced speci(icalian for testing water mains. (See note 1.) In addition, all STEP mains shall be pigged/cleaned in the presence of the Cily Inspector prior to placing STEP main in service. 17. Prior to bockfill all mains and appurtenances shall be inspected and approved by the Cily of Yelm. Approval shall not relieve the contractor fm correction of any deficiencies and/or failures as determined by subsequent testing and Inspections. Il shall be the contractois responsibility to notify the City of Yelm for the required inspections. 18. Pump control panels shall be located on garage wall or remote post, unless otherwise authorized by the City of Yelm. 19. In the event that the Department of Labor and Industries or the City should require a separate "on-a(f" switch controlling power to the pump control panel, said switch must be lockable or have a locking cover fa hold an Olympus type BP125, 30mm padlock. 20. Inspections for onsile STEP installations are required. A 24 hour notice to the sewer department is required prior to the inspection. Items needing inspection are: a) Tank installation, ie; bedding and location b) Tank infiltration, exfiltration test c) S.S. pressure test d) Service line pressure test e) Final Inspection 27. All lumber (plywood, elo) used la mount either pump control panel or power meter must be pressure treated. DE9IGWBUILD CIVIL TRANSPORTATION ' I PWJNING•SURVEYING ' 4200 6th Avenue, Ste. 301 1 ~ ~;~ Lacey, Washmglon 98503 (360)4936002 , , CODSUhOg Group (3607 493-2476 Fax SEC. 24, T 17N, R I E A COMMUNITY BY TAIIOMA TERRA, LLC JDDNUMBfI: 05003 DesIGNEO Dr: RH GRAWN BY: DGB. NA CNECK[D OT: PNf DArE: 1/2712006 scALE: RESTORATION TABLE 1 agrAx mrxNss nAaiuy awPMnox aEaxrz aw-Wls/ mIEW ALgIP21p11N WJ91ro 91APAXE 1' aNAwp aarA¢ rro calla SaECr eAMLL aaPAtt lD au fXM91 MME SMALL BE aa~ ° caxASCwr M rWSnM Ac PAwlar 9NR aANt 9AY AM,Mn aADE a Ac P E NQ 1' WISMro wgrAx rro uXMSL 41ELf B/OORL rxsx Awnwxr m fAMa Ab aXMn ao%s a~AU xAlal CPIa(R 91-Aq: (oraNwnrN-wort wRW EAn111X cacffR naoo¢s nF1ftt aAan11 cavACl m cu Iola [:m"RIR MAI mlvt uro wtt u-/1uUSGA°E xwwnffID/ PUxnKS oAm 1• Wx. nx A rre aw. xAnN BAanLL mlwAn ro nsx aWnx M~ F SNALL ff WIaM awmAxr Wrx EpaaG wAx uxYPwxm aFUx x/A xAnN eADmu XawACI ro nx Mom eAOOaL RaM~L a a~ REVISIONS el STEP SEWER DETAILS B" CLEANWT AS PER WSDOT $TANOARSD PLAN 8-1Bb THREADED CAP 11"0 PIPE s< x TH %rnxc CLEANOUT OR WSPECBON PORT PVC PIPE 8" TRAFFIC BEARING CLEANOUT RING AND COVER DETAIL (NOT TO 9CAll[) J ~,.,. ,~,~ •, ~~z " ' %I IT .. x 'v A "7 I TOP VIEW TOP IVIEW TOPIVIEW L WYE v ~ X14 > ` ` SIDE VIEW %Np uiv ~ ;: yy' vvi~ tv~ ~`vl ~ ~ \ ~/ ~ i`~, .: `~v !y~ .. i, . SIOE VIEW N` vYrN^ ~ ~j SIDE VIEW TEE CROSS GATE VALVE HORIZ. BEND f~~-'~~~ 1 ~~"• /~ ~~ ,rig i~ f ~ ~ rs:y, ~r !~ ~ f Y ~\ ,I `~ -. j~ ~ ~' ~ I ~ ~ ~ ,~~ ~ _ f I ~ ~ ~ ~;;~vY» TEE WITH CROSS WITH CROSS WITH pLUG OR CAP PLUG PLUG PLUGS <iV i ; ~/ \ ^l.:i >; „ \~' yw> 45' - 90' VERTICAL BEND CITY OF YELM, WASHINGTON DEPT. OF PUBLIC WORKS NorEB: STANDARD I. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BLOCKIN G' DETAIL 2. PUSTIC BARRIER SHALL BE PUCED BE- TWEEN ALL THRUST BLOCKS t fITTINGS. APPROxo DwG No. 3. ANCHOR AEBAA SHALL BE 5/8" MINIMU M 6-~ 3 DIAMETER. Pueuc walls aRECrOR DAR DES OWN CND DALE . ES JEG . JEG 6/2005 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1.800-4245555 APPROVED fOR CONSrRUCf10N aY: DAT[: _ DEVELOPMENT RNIEW ENGINEER APPROVAL EMPIRES: DRAWING N0. S-5 SrtEer?3 oF?G sEmAa Box - cAflwx IxousmlES WaDEL xo. 11198 WM BWRD w1CED COxA CR EWAl SPIRE i0 El95nNG CaAER YAAgNC i0 READ 'SENFR' IUSE M NW-iAAFfiC ARFAS) IA GAUGE tdIMC wAE Mnl BUR II GA MSUUTED CCPPW TOMNC MME WNNECTORS IND NEAT $NPoNN TAPE rINISH GRADE SAUCE iWINC Wft fOR SEANCE i0 MwxINE rCNMC wRf ANO WRAP SPLICE MiX NEAT SH%NN TAPE Ex15nxc PVC BVP ~ ra srEP uNN _ sRP YAw CONNECT i0 MIX. Exlsnxc Pvc scRNCE uNE r swEOULE J w PVD swP Y A r rdWLFR Px swxc aEa IF gEOUIREp VALVE Y . SL I' BNL VALVE, a a SL r B.u1 vuvL a . a I' PVC XMPLE SL . A 1' . YNN dA Px REdIgNC lEE sL.u.rN OR %PE SADDLE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL 1" SERVICE CONNECTION APPRDYEO DMG ND. 7-2 Pueuc worMS aRECraR DArE wl . A JEG PM% PM% MTO 4/11/00 B' r-o' e' Aa xo. BID vALx BOx, oA EWU wiN caxR WANING i0 READ 'SEWER' (rnl ~._ 1 2'W PVC %PE wM /1 0 Y O.C EAtlI WAY LDP mREAO[D PWC s' PAL %PE am o - 7W1 (NNIn 2'r cA¢ vox rr-9a Bus CWCRER iWING MAE BLOCK cWNecr ro YuxuxE USE EXPANSION FlTMGS AS REWIRED Yr SCH Bo Px PME FRW VALN: W/SttxNr NFLD Flwrs C1~ CITY DF YELM n¢ z' vox Yxr eE BEt1 . BELL DEPT. OF PUBLIC WORKS Ar iNE cWmACran OPnW TYPICAL END OF LINE CLEANOUT APPROVD Dwc. Na. 7-ZO PUBLIC 'WRNS aREC10A DALE i pMN. IX A JEG PMX PMX MTO 4/11/00 RESrORAnW 9JAFACE SEE RESiORAnON TABLE ABOx SEE AE570AAAW TABLE 9' FlNISx GRADE m. U~ /I ~ /I ~ ,.'/ ,w ~ ,w iii Ali ~, / \ / ~ BAIXF91 SEE i ~ s ~ \ ~ ~ - ~ / - RESTaTA1gN iABIE i ~ ~ °u ~ H ~ / I_ ~ / I ~ uuxrxw vDE ~ ~ > ~ m ~ / ~ / SIOPE AS BRFP As PosseLE s - v ~ // v ~ / sErm L"E %PE BEDdNC FOR m~ + ~~5~ %PE oD. n~~» PIPE W.12' PRESSURE 0.0. 21' GRANTY w aec . onam a+wA¢ RAa Gale am " °vam awA¢ mP maw CITY OF YELM DEPT. OF PUBLIC WDRKS TYPICAL PIPE TRENCH APPRONm Dw: xo. attENgNEOi DAn: 7-3 ° a. A JEG PM% PMX MTO 4/11/00 HORJZONTAL CONTROL WASHINGTON STATE PUNS COORDINATE 9Y5TEM 4 THURSTON COUNtt HIGN VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNtt HIGH P 1510N NETWORK CONTROL POIM NO 37 ELEVATION 34 ROADWAY AND UTILITY IMPROVEMENTS TERRA VALLEY YELM, WA5111NGTON I' MR RELEASE YNx DR Z' COLMINAnW AIA RELEASE VALx Y YAWDY VALx 21'r AIBBEO PAL RISEq w/ BWI LN FlBFRfAAA UD BY ORENCO m EWAL E' RIOD iwnS4 aiAGE SHALL c.AAe W PnrEA INSLUnW BE M1NN 1'S I//' a rro a uP. Eusm+c wWNo ~~ 1-WA% . l~ s 11 GAUGE iONHC MME i 1/Y PVC 11NE UNIM BNL VAIx Ai BACNFILL 1YP. BOnI gDES. f 1" PVC ntllE UNION BAIL VAIx 1' PVC WICK uOPE UP aYPRrottENE r scxEWLE a P swuNER r Px ELL wrx I' SCHEWIE ~ PVa IPi NMPIE SELF TAPPING PVC SwDIE RWAC YWEL Ja OR EWAL YINIYUM OF e' PRESSUAF SEM9i MAIN ai PEA GRAVEL BAIXFLL Fca DRUx [i41f: %ACE M A Nat-rwmc AREA, WIDN JRIrz SHIN BE SaVFNi CITY OF YELM xEmEO. an ro FlELD LacArE. DEPT. OF PUBLIC WORKS TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE APPROxo D w c. ND. - 1 / - 12 PUBLIC NaAK9 DIAECrOq DAZE D JEG PM% PM% MTO 4/tl/00 t EXrzxo smNa uNE to eEYao eAIX a " gOEWNI( MICA1 J' D' sDEwuN iWING MRE SERNCE VANE BOx (2) 1' N9 SW% CHEIX VALVE 1' NBI BML YALx 2' . I' n l' rEE BUSHINGS WRB z' sERNCE uxE ~ 1' Nd SwN INSrALL 7EE OR TAPPING 9AmlE (RWAC) OR EWAL CHECK V11x As APPgovm er ns att z a Y¢M anu vox TONING MRE S.i.E.P. MAIN SEE rW gZE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL DOUBLE TMlcx[iiuco[iWiNOYE~ic°"' SERVICE CONNECTION APPROVED D W G. N 0. - x ~1 GG /-ZJ GttENCINEEfl DAZE JEC JEG JEO Mi0 8/01/01 SEC.24, T 17N, RI E, W.M. TAH015TING XMA TERRA LA I DIVISI NED COMMUNITY _ _ __ ~1ONS 14 2 ''III _ -- PROP05ED I I I 1~ f PROPERTY LINE I -- --- P~ - - - __ _1,._ „ - T ~ _ -. '- _ ~-,',~I i ~ ~~~~~- - -_~ _ LONGMIRE STREET SE - - ~°' - ` __ o - _ L_ -- - -- _-- - ' • r--T- - ~ - T OPEN -'. , .,, .. ., , , . OPEN __ -OPEN - '° ' I I~ I ---- --- ~ ~, _ ~o I I ~ i _- -- T ~p I I I i l l ~ _ 7111 I ! I 41 / I m I I = I I I I I ( t"I" 9 I I +g I ~ ----.= 111 ' .1111111 - ~ 11 I il /II VI I 12 13 14 I I ' ~~ ~ ,, I _ . I I l/ I I I ~ I ~' ~ 40 1Tp I I , L --=--_- ~- --- _ _ J I - '~ I ~ ~ _ _ oN I I _ I I I I, ~` ; --y---+-- ---F-- I I +DD ROAD 2 12+DD - - ~- - 3 ~ - - i 0 • I - 13 39 + ,I I g 7 i ,~ ---- -J ---- -- -L ~ ~ I --- -- , ~ ' 38 II I II I ~ II 'I I I - - g II ~ I I I ~ ;I~15 16 17 II 18 19 ~~ 20 II ; ~ I~ I SIz I z ~ I 37 ',. ~ w + I; I g I .I ~i I I I I W I J I I ~ 5 I - ~ ' I ~ I I IQ I 1 I ~~ •I~ 36 ~ I~ I I I ILIC ;I w ~ I 4 ~I 'O ~; I I ~ +_ 8~ 11 ~ 35 I , ~' 7 26 25 24 I I 23 22 21 , , .I I I g J I I ~ -_ 3 ~; ~ I '!~ I~ ~ ~~ 34 ~ I 21 -- t~ -------- -"• ___ II --- -------J I -r I I -- --__ EXISTING PROP LINE . T I ~ ' ,, a; --.~ _ ~ _ 2 I - -' _~ _ ROA_D 3 o + _ 13+00 +~ - -1- _ I S+Op I i ~ : ~ Y~ / Ir - -- I - --------- - ) --- - - - - - - j ~ ~ / I - ~ - ~ ~ Y~ / 27 28 29 30 OPEN SPACE 31 32 33 _ _1t PEN EXISTING L EXISTING PROPERTY LINE TAHOMA VALLEY GOLF 4 COUNTRY CLUB EXISTING PROPERtt LINF SCALE: 1"=50 FEET 0 25®0 VEHICLE ACCESS s1DE I I~ L.-- 12' MIN. -.1- `4 MIN. FlNAL GRADE I I E1(CAVATED I p^ DIRT PILE M1N. COVER 24' MIN. 36° 6' SAND COVER ~ MAX. Q. ... 3' SAND BEDDING GAS p5E CARIES 12 COMMUNICATION OR CONDUITS S MIN. (WHEN PRESENT/ JOINT SERVICE LINE TRENCH DETAIL N.TS. I - - I Ela,ny -T---- ---- I I I I - I I I ~,~ ~ I '+ I-- -~- --~--_-~-~ - --I-- xIS ~ ~ CITY OF YELM sw E.. v,a e ----I-- - --- ,. I I ~ - i - ~p I D I I ~'~~ r'a ----+ TARO A n v.,v,,.vg °~ I ~ TER VALLEY/ I PROPOSED I '~` 1 sirE I ~,, ~__..... 1 1 P I , VICINITY MAP N.T.S. LUMINAIRE SCHEDULE z4DVOLrs N0. ~ LOCATION STATION, OFFSET 5~ I 25' ROAD I 51 +99, 21' RT. DIRECT BURY 2 25' ROAD I 55+99, 21' RT. DIRECT BURY 3 25' TERRA GU[NN 5T. SE 30+32.21' LT. DIRECT BURY 4 25' ROAD 3 13+87, 21' RT. DIRECT BURY CONSTRUCTION NOTES ~ FORADDNIONAL STREET LIGHTING NOTES, SEE BnEET G I (7) INSTAll FOUNDATION PER STREET LIGHT TUBE ]NSTALUTION DEfA1L FOR ~l DIRECT BURIED POLE AND SCHEDULE THIS SHEET. PSE TO INSTAll 25' /~ CONCRETE POLES. l 2) CONTRACTOR i0 PROVIDE JOIM TRENCH PER DETAIL T"15 SHEET. PSf ~/ TO PROVIDE CONDUCTORS AND MAKE TnE CONNECTION. THE CONTRAL70R SHALL CONTACT PUGET SOUND ENERbY I 1800-321.4123) Ai LEAST 30 DAYS PRIOR TO CONSTRUCTION. 5' CIC ABOVE GRADE FlNAL GRADE MaG.xe lei uaantz iua ec uxlcR cacl.a 131 UNDER .8' 3 B' IS'-20 iB' 4 IE' 25' '~ B' S' :B' 30 .B' S ~B' 35' 16' 6' 24' 40 24' 7 NIA INSTAEL 23' BELOW FlNAL GRADE CUT 3" H 6' SLOT 20.26" BELOW TOP OF TUBE FOR GIC AS SHOWN IN PLAN VIEW DETAIL r - - -ex~nA;- - -, d pSIREEt IiG+I IUBE ~WIRt ENPRANGt 5l0T _= I z PreID 4s ROAD See raBl: FOR 1 ~ SIDE 5, 510E JI9,':,`vy H I ~WIKE EN'RPNCE SLO' II POSH ION 3' x 6' NnRE FN' RANLf SLO' 45 Y- -1 OtGREES LEE'OR RIGHT PROUAUNE PfR IASIf PERPf NCICUTAR'O ROPDWAY'PROUGtI CEN"fR I 6' LARGER ~ Lof IUBf. _ _ _ J NOTES max'uBE POLE IS SET DIRECTLY IN STREET LIGHT TUBE. li IS THEN BACKFILLED ANO TAMPED WITH 518" MINUS CRUSHED ROCK DO NOT USE THIS CHART FOR DECORATIVE CONCRETE USE CORRUGATED PlgSTIC CULVERT PIPE ONLY SEE TABLE FOR TUBE LENGTH FOR SPECIFlC APPLICATIONS STREET LIGHT TUBE INSTALLATION DETAIL FOR DIRECT BURIED POLE (NOT FOR DECORATIVE CONCRETE/ N.T.S. HOR120NTAL COMROL: WASHINGTON STATE PLANE COORDINATE SYSTEM t rnuRSroN Cou"rY HIGH VERTICAL DANM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POWT N0. 837 EIEVAHON 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,o°NUR'°ER: Dsao3 REVISIaNs CALL UNDERGROUND LOCATE TWO DeslGwSUILD `IVIL^TRANSPORTATIDN °~'G"`°°" R" DnrE By DfscRPrloN DRAWING N0. PIANNING•SURVEYING TERRA VALLEY +~ ~ 17 6 DC REV1510N5 PER CITY Of YELM CIVIL REVIEW RI LIGHTING PLAN WORKING DAYS BEFORE YOU DIG ~ ! YFLM,wasrnNGTON > GPA,N,C• Dc 1.800-024-5555 4200 6lh AvEnue, 5Le.3D l ~ La W h = LPELRt° °r.. TWT APPROV[° ~R L°N~,Rx~1oN L.A ~ cey, aS ~nglon 98503 ~ (360) 493 6002 $EC T 1 7N 24 R I F ~ AN D S C H E DU L E I ~,/1 1~ (360) x93 2476 Fa. . , , A COMMUN TY t.P °A~t, 1127/2006 P ca'E: ~ Consulting Group I BY TAHOMA TERRA °cALe I•=50' °evfLOPVrN Rfvrew fxuxffR SHEET 24 OF 26 . LLC 01690E EE ad PPPR-VU f%PIRS. SEC.24, T 17N, R I E, W.M. EXISTING TAIIOMA TERRA MASTER PLANNED COMMUNITY __ DIVISIONS I k 2 ~~ ',I _ I -I .. ~ - _-- _- ~ ~ _ I I 1 ~ I~~' I~ .. - - --.. - _ -_ -- ~. „T .. `L~ ._,, _ ~ ~ -- - --- r -" LONGMIRE _STREET SE ° -- -_. --_ -Im ----- - - --- -- ~ , _ -_ I -.. et` i __- A I S -- - _ - r - OPEN- ` T .,-_ - _ ,- s -- - -- OPEN I'• - - OPEN - -- , ,~~ I 10 II ~ ~I ~~-~ T •iI 41 ~ ' I w ,I I -JJ I I 1 I ~o ~ 11 12 I , I° I 13 14 I I 9 I I I ;i ~~~- I I f :1 , 40 L _ I ;{ ----------- -J I I I I -------- --- --- --- --J of ~.I I 39 1 8 II ~---1-_~--_.---,._-_,- -~ I I I+D~ ROAD 212+DD - ~ - - --- ., Ig I 7 I I I I=-- -_- __-- ~- -~ __~ ~w a I , ~, I -- --- --- ---, ,(n i I 38 II I III II ~ 71 6 I I ~ ,l i 15 1B 17 18 19 20 I I +I~ I I I , I I I I I I I °olz '~ I 37 ~~' ~+ .I I I ~ ~ I I I~ ,I i ~ I I J II 5 I it II iU'.,ti 36 2 I I w ~ ~ I ~~ 4 '1 Oi II +'w II I I ' IY I' I I o I {- r 5 ~g ~~ i 26 25 24 23 22 21 i I I '_ I I + I I 3 Ii ~ ~'~-- ~I I ~I 34 I ~ ~_ __-__ _ __ _- _ __=---J I wl ~---__-__- I 2 ' I ®---'---+---,_-_ ROAD 3 0 .. _.~~ I I I w I I +CO 12+x"00 _ - ` -- 13+00 1 0 ~ - -- '' -~ - ~- - , O 14+00 15+00 I I I -- -- -- 1 ,! ~ ` Ir - --- --------- ---- --- -- r /, ~ / -- ~ ~ 27 28 29 30 OPEN SPACE 31 °ox ~ , --' ' ,OPEN C C C SCALE: 1"=50 FEET 0 25®0 MAILBOX LOCATIONS RDAD NAME STATION TERRA GLENN ST. SE ~ 16 UNITS 31 +69.80 ROAD I - 16 UNITS 53+22.62 ROAD I - 12 UNITS 53+32.82 v 5 5 DEWAIX OR 10ll11UfY v a v a EASEMEM 5 TYP a1 ~ ~ - - ~ v v v a o v I P n 0 ~ > v L, ° v Ln62.Q.1 o v _..Y v ~ 4.. ~.. a._ TYPICAL ROLIfD CUP, ,INSTALL CONCRETE SLAB AND GURE IN PLANTER STRP FOR NOTES: MNlBO%MOUNTING I OFFSET 22.5' RIGHT FROM QSTATIONS TO MNLBO%MOUNTING POLE. TYPICAL ON ALL LOCATIONS. 2. fOR DOUBLE MAll80%LOCAilONS, SPACE MOUNTING POLES 10' APART CEMER IO CENTER. 3. SEE PLANS FOR CLARIFICATION OF EITHER 5' SIDEWALK OR 10' UTILITY EASEMENT BEHIND CDNCRfTE SUb. TYPE 3 - 16 OR 12 UNIT CBU MAILBOX DETAIL. NOT-TO-SCALE HORZONTAL CONTROL: WASHINGTON STATE PIANE COORDINATE SYSTEM E THURSTON COUNIY HIGH VERTICAL D0.TUM PRECISION NE1W'ORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NEIWORA COMROL POIN1 N0. 837 ELEVATION 349.235 DfslGweuaD ROADWAY AND UTILITY IMPROVEMENTS lo°xuv°ce os°o3 REVSIaNS CALL UNDERGROUND LOCATE TWO TERRA VALLEY ~ DATE 8Y DESCRIPTION DRAWING NO. elva•TRANSaoRTarloN F °eslcxF°°. WORKING DAYS BEFORE YOU DIG PLANMNG •SURVEI1NG 'P 3117/06 DC REVISIONS PER CITY OF YELM CIVIL REVIEW BI ~ YELM,wASHINGTON v cvAwxa Dc 1.800-024-5555 MB-1 42°°G`hA°`°°e,5" 3°' °°EEKE°°~ ~T MAILBOX PLAN 2 nFPPgv[D Fax coxseuciw+ I ~ Lacry, Washinglw 98503 a (3601493b002 SEC. 24, T17N. RIE 12L2006 an °n2. ~ •/ ~ ' 1 (36014932476 Fa, A COMMUNITY BY ~~ °A e. enrnowex' RFw[w exGxftP Consulting Group TAh10MA TERRA. LLC ~ ze , >en~e I•=so' nFFROVnI ~~Rfs SHEET 25 OF 26 SEC.24, T 17N, R I E, W.M. 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I - - ~ '-> •~ ,,, _ ~ _ _ L .11.1 ,~ I O IRRICATIGH METER, INSTALL GTY APPROVED BACKFLOW ASSEMBLY PAIOR TO CONNEC110N. z , ---- -- --- - ,~ .' , 38 I I ^I I ' 2 I I, I ~ "• I 2 3 APPRRO~EOUAL) AROUND STORM POND ANDAOPEN SPACE(AREA. :~ I y I I a 6 I F' I ~ 1 I 15 16 17 18 19 20 I I oIN ;! I INSTALL 6" RICH WOOD FENCE ARWND PERIMETER OF PROJECT I I II ~ I l I z 1 I 37 ~ ~,E. I+ ,I I T I z ~I I INSTALL POST MOUNTED BBO AND TWO PICNIC TABLES YATHIN OPEN I. I g . I I 2 1 I I J OS SPACE AREA 5 I I~ ,I I I. ~~ _ I I IQ ~ I I h I ':~ I 36 I, IQ JI I I NI.~,I 4 I O i I I :'~w •) I I I~ ~ I 1 ~ 8 ~~ ~,~ 35 I ~8 ~ ~ 26 25 24 23 22 21 i I . 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