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As-Builts - Roadway and Utility TT Div 1 and 2LEGEND ABBREVIATIONS GENERAL NOTES EXISTING PROPOSED _._ ........................................................... PROPERTY LINE - _. _ - _ _ __.. _ _ _ _ _ _ RGh1T-OF-WAY _.... _......... __......_-....... _ _ _ - _ _ _ EASEMEM gas ~ IBS CONTOUR MAIOR CONTOUR MINOR -._.__ ..................................... - _ - _ - _ - CENTERLINE - EDGE OF PAVEMENT --__._--.--._----------- CURB .................................._.........._......... SIDEWALK ...-.._ . ... ............. Cvlc .......... B' PYC W WATER MAIN @0 WATER METER MH- EV RIM-£L£V ~ WATER HYDRAM ..........._... _ ........... ................. css GRAVITY SANITARY MAIN 2-e'r PyC ~ SEWER FORCE MAIN 1 SEWERFLOW ARROW .. ~~ SEWER MANHOLE O CPST-IN-PLACE (CIPJ MONUMENT BID-INFILTRATION SWAY SD STORM MAIN ~ CO STORM CLEANOUT Q STORM MANHOLE ® SCREENED OVERFLOW INLET - CATCH BASIN FABRIC FENCFIINLET L~°. STORM FLOW ARROW -R-R-R-R- R- GRADING RIDGE ®$ 501E TEST PIT LOCATION - - DRAINAGE BA51N BOUNDARY DRAINAGE BA51N DESIGNATION 123.4 SPOT ELEVATION 0 BICYCLE LANE O TRANSIT STOP 60LF CART PATH ® THOMP50N CREEK L SIDftNAIK ASPHALT ~--o STREET UGI1T PEDESTRIAN RAMP CON5TRUCTION ENTRANCE (351.26) 352.05 ruiBdVT ROAD PROFILE EXISTING ELEVATION ROAD PROFILE PROPOSED ELEVATION TYPE 3 - 16 UNIT CBU MAILBOR ACP =ASPHALT CONCRt7E PAVEMENT ADJ. = ADJU5T A.P. =ANGLE POINT BVC = BEGIN VERTICAL CURVE BIO =BLOW-OFF CB =CATCH BASIN CDF =CONTROL DEN511Y FILL C.LP, = CA571N PLACE Q = CENTERLINE CL = ClA55 COMM. DRVEWAY =COMMERCIAL DRVEWAY coNC. = coNCRaE CONST. = CONSTRUCTION C.P, =CONCRETE PIPE CSP =CORRUGATED STEEL PIPE CSTC =CRUSHED SURFACING TOP COURSE DI, DIP =DUCTILE IRON PIPE DIA., DIAM., 8 =DIAMETER E =EAST ELEC = ELECTRICAL EL.. ELEV. = ELEVATION EOP = EDGE OF PAVEMENT ESMT. =EASEMENT EVC =END VERTICAL CURVE EXCB = IXISTING CATCH BASIN EXST., IX. = EXISTING FH =FIRE HYDRANT FL =FLOW LINE FM =FORCE MAIN LD. =INSIDE DIAMETER IE, LE. =INVERT ELEVATION IR, IRR = IRRIGATION L =LENGTH LOPE =LINED CORRUGATED POLYETHYLENE PIPE LT. = LEFT LF =LINEAL FEET MAX. =MAXIMUM MH =MANHOLE MIN. =MINIMUM MSE =MECHANICALLY STABILIZED EARTH N =NORTH N.I.C. =NOT IN CONTRACT NT5 = NOT TO SCALE O.C. = ON CENTER O.D. = OUTSIDE DIAMETER PAVT, PAM =PAVEMENT PC, P.C. =POINT OFCURVANRE P.C.C. =POINT OF COMPOUND CURVE P.I. =POINT OFIMERSECTION PP =POWER POLE P.R.C. =POINT OF REVERSE CURVE PROP. = PROPOSED PT, P.T. =POINT OF TANGENCY Pf, =POINT OR POINT OF TANGENT PVI = POINT OF VERTICAL INTERSECTON R. RAD. =RADIUS RNJ. ROW =RIGHT-0F-WAY RT. = RGHr - 5 =SOUTH SD. S.D. =STORM DRAIN SHLDR = SHOULDER 55 =SANITARY SEWER 55MH =SANITARY SEINER MANHOLE STA. = STATION srD =STANDARD TCE =TEMPORARY CONSTRUCTION FASEMENT TEMP =TEMPORARY TFUBLK =THRUST BLOCKING TYP. =TYPICAL UGT =UNDERGROUND TELEPHONE VC =VERTICAL CURVE W =WEST wr = wITH W.Q. = WATER QUAII'fY I . ALL WORKMANSHIP AND MATERIALS SHALL BF IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOST CURREM COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA SUPPLEMENT TO DIVISION I 2. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND PERMITS. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. 4. A PRECONSTRUCTION MEETING SFIALL BE HELD WITf1 THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. 5. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHAM BE FIELD VERIFIED BY CONTRACTOR. AS-BUILT 04/07 HORIZONTAL CONRROL, WASHINGTON STATE PLANE COORDINATE SYSTEM 6 THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NENuURK NGVD 29 PER THUR5TON COUNN HIGH PRECISION NETWORK CONTROL POIM N0.837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oeNUMeeR 04104 REV151oNS CALL UNDERGROUND LOCATE TWO DE5IGNIBUILD p ' oFSlce®sr TT DATE BY DESCRPTIDN DRAWING N0. CIVIL•TRANSPORTATION TAHOMA TERRA DIVISION - ~ 8c2 ~ ~ 10/31 NA.TWf REVISED PER CITY COMMENTS DATED 10124105 LEGENDS, WORKING DAYS BEFORE YOU DIG PIANNING•SURVEYING I YELM WASHINGTON oPawN ar: NA. VAL 1119 NA,NJT REVISED PERCITY COMMENTS DATED 1118105 1-800.424.5555 42006th Avenue. Ste. 301 , N Z crRCUO ar: 5LC IOl2006 DPG ASBUILTS ABBREVIATIONS & APPROVeo roRmNSmuenoN G-2 ~~ Lacry. Wash,ngtoo 98503 ~ 512007 DPC REVISED PERCITY COMMENT54/12107 r (360) 493-GC02 .~l ~. c3GD,453 247GF SEC. 24, T 17N, R I E C ~ 5n007 ~^~ GENERAL NOTES a 'o~~oPMeR7>~,~~NN~~IN~ °p" - ax Consulting Group A MASTER PLANNED COMMUNITY BY swt: SHEET 2 OF 73 TAHOMA TERRA. LLC m AFPROVUrxPl~rs CURVE RADIUS LENGIIT TANGENT DELTA I 600.04 600.OJ 309.98' S4°38'44' 2 600.04 600.OC' 191.42' 35°23'17" 3 715.04 715.00' 144.16' 22°4758' 4 715.04 715.00' 30.17 4°49'58" 5 1900.00 1900.00' 341,01' 2°24'57" 6 1900.00 1900,00 341.01' 221'00" 7 180.00' 180.00' 34.87 21°55'51" 8 180.OD' 180.04 34.87 21°55'51" 9 905.54 905.50' 122.79' I S°26'46" 10 905.54 905.54 57.33' 7°14'47 II 409.54 409.50' 6902' 19°08'04" 12 409.54 409.50' S.2T I°28'31" 13 409.54 409.50' 88.56' 24°24'26" 14 342.97 342.97 142.12' 45°01'01' IS 36.04 36.00 35.82' 89°43Y19' 16 200.00' 200.04 12.64 7°/2'46' 17 IC0,00' 100.00' 18.15' 20'34'33" 18 200.00' 200.04 103.25' S4°36'43" LINE DIRECTION DISTANCE 588° 15' 14"E 382.00' 2 ~ 588° 15' 14"E 255.96' 3 NOI°42'45"E 254.84 4 N65°29'1TW 110.41' 5 N88°15'14'W 317.95' 6 N88°13'50W 10.17 7 N01°42'45'R 138.OA' 8 NOI°42'45"E 116.76' 9 588°15'14"E 304.05' 10 588° 15' 14"E 201,18' II 501°2T55'W 220.18' r2 sol°27'S5'W 251.oa 13 501°2T55'W 256.00 14 501°2T55'W 350,00' 15 N81°02'28'W 17.15' 16 N88°15'14'W 190.86' 17 N88°l5'14'W 260,18' 18 N88°15'14'W 256.04 19 N88°l 5'14'W 165.08' 20 N88° 15' 14'MI 905.91' 21 567°4d42'E 10.07 22 588°15'14"E ~ 834.05' 23 NOI°2755"E 210,04 24 NOI°42'45"E 17.82' 25 N52°53'59'W 167,65' 26 NOI°44'46'E 170.00' 27 N01°A4'46'E 187.83' 28 NOI°44'46°E 187.75' 0 ~I 1 I ~ 7AHOMA BLVD. r ~ STA. 3+82.00 = ~II~ III I I~ II ~ ___ ¢ROAD4 ®' ~ IIr. IIr. IIa• III III II~I1. ~ ~ ~ TAHOMA BLVD. ~; ~ i l~ l l t i ~I L~J L~~1 L~ 1 I ~~ i li LlilJ ill LILLJL~ 4 ,,~ ~' ,~ I ~fi ~ ~______ __ l / i• ~ I~ r _ r ~ / ~ _ \N V ~ s /' I ~ I ATE VI SL5 e, ~ / 1 STA. 5+0 69 = ~~~~~ `` s ~ ~ ruRO04 I +s\ / / - STA. +00. ~ - - 2 ~ TERRA VIEW ST. SE ° ' ~ /~ /~ta~i "~-----Iy m - _-uo--~S a / ~ ~~ - -- - _ ~S - ¢TERRA BLVD / / / / / ,S 5TA. 12+ 10.12 = IT I ~ BERRY VALLEY D~,SE _ STA. 3+65.58 / ~ / / ~ I - / y ~~ ~ I / 7 I ~,1 l ~ / /~ ERRA VI ST. E 1= / ~ ST . 7+ 0.7 = CL TE G NN 5.5E I ~ ~~ 9~+ VE E STA. 19.8 .42 = ¢9 HA 5E I I P -r r - - - - - - _ _ 5TA. 8+8 .03 I 1~ ~ 1 a~~iwo -"--„~ -99T~AVE.S _tzI - u 5. 30 5 ~ ~ ~'~ T--T-I-T- ~"~I---~-~~------~-~~. I I I I I I mil I I I lol I I H I I 45' ~ 45. 111 ¢ TERRA BLVD I 1 STA. 21 +20. I I = ¢ LONGMIRE ST. SE I STA. D+dD.~ ~1 , / 1. r .1 C I ~ I \ \ r / ~ k~~p ~~~ ,e. \ \ ,, \ ~ ~ F-uruRE TAFIOMA.iE RRA MASTER PLANNED COMMUNI TY DIVISIONS 3 TO 8 ~CLTERRA VI ST. SE~-~-~--~~ STA. 4+96 7 = 99TH WA 5E t STA,~+ ---_____ 99TH WAYSE_ I NID I _I WI I ~ TERRA VI W SL E I HI II= J °I STAG+H .00E _ 1 ~ I=II-- ~I6_ - _ F«N 1 1 ~ CL I DD H AVE SE y 7 5TA. 33.19 = I ~°i 5TA. +70.00 I I 14 I ~ rl b - L19 ---- ~o~Mr~ ,~ ~~,, --__-,~ I IMUNI ~_-,~-__~----------------- 'ARK ~~- ~ --- --- NG ST SE --------- STA. 90.5 = ~ TERRA VIEW 5T SE STA. 0+00.00 SEC.24, T 17N, R I E, W. M, T. SE 57A. 9+ 14.45_ I - I I I J~I~ ~ LONGMIRE 5T. 5E STA. I I +83.27 = fL TERRA GLENN 5T. SE 5TA. 28+43.43 4• ~ 4• .I ONptEfE CL J000 u tP' 1/2 LH. (MIN.) STEEL OR IRON ~~~~ ~} e' 1 ~X01S CITY OF YELM t. ms ucxuuwt ro s use N aruuacus m DEPT. OF PUBLIC WORKS Aweur mxaaEr[ rmortxr Mtcs cwn uExwwra Nm Rtwrau CAST N PLACE 2 mxaea RISE ald90R5 910W MF YNYW. miwtte ate sin lore roam. MONUMENT ~~~ 3 w sMU s r urt aw. au¢ nuc uua[x ~seRam as No. s. artoaa ro eE naao a ~ ~ nen aamm w,E 4- i 6 ua omaaxc roawna. ~N am ~ro ,~ s-c s-c s-c tap/ea SCALE: i•=10Q FEET 0 5B 1®0 NOTE: SEE DWG NO G-2 FOR GENERAL NOTES. AS-BUILT 04/07 HORIZONTAL COMROL: WASHINGTON STATE PIRNE COORDINATE SYSTEM 4 THURSroN couNtt rncn VERTICAL DATUM PRECISION NENJORK NGVD 29 PER THURSTON COUNtt HIGH PRECISION NERNORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oeNUMRER 04104 REVISIONS CALL UNDERGROUND LOCATE TWO DESiGwBUaO ~ TT 3E51CNEDBY DATE BY DESCRPnON DRAww~ No. ava•TRANSPORrATION TAHOMA TERRA DIVISION -1 &2 I . rQ : IOI31 NA,iWf REVISEDPERCITYCOMMENTSDATED 10124105 WORKING DAYS BEFORE YOU DIG PIANNING•SURVEI1NG 1 ~ YELM WASNNGTON oRnwNBV: CB.VALTT Ill9 NA.TW( REVISEDPERCITYCOMMENTSDATEDI118105 ROADWAY LAYOUT AND 1.800-424.5555 4200 6th Avenue. Ste. 301 , = cNECr~EO er. SLC 10/2006 DPC ASBUlLTS nRrROVEO eoR CONSTRUrnoN -3 ~~ Lacey. Washington 98503 512007 DPC REVISED PERCItt COMMENT54112107 MONUMENTATION PLAN ~~~~ ~ (360)493-6002 (3607 493 2476 fax SEC. 24, T7N, RE 512007 onrc ev: onre: oea~oPMerrt Renew eNCINeEz - Consullin Grau 9 P A MASTER PLANNED COMMUNITY BY I - 1oa 5`"" SFIEET 3 OF 73 TAIIOMATERRA, LLC m ' ArPROVnt~PlRrs: EXIBTING PROPERTY IiNE ~ ~~ ~ I ~^... . TAHOMA BLVD. I COMMER AL ~ COMd~~RC1AL ~ a,+'' /.' ~ ~ "0° -eea x'"° ~•~ ~~ TRACT"E" _ _ 1 1/RA STCD" ~ ~ ~ 1.09 AC ~(~ ~ / / ~ ~ .~"vma«~ . ~.a. ,~. " ~ 1 ,~~~v - - `E1 \YJ( N ~ / ~ / ' uaw unm uu~o ,x uxm ua4o ~B xim 'I j ~ ~ ~ 1 1§§9 3m 34 33 5~2 31 30 29 28 >27m ~ uxm I j / X09° o9.ea Tp , zs ~4m I ~ ~ ... j 1~~ - - - - _ I> I I ~ ~ ~ ~ _ _ II $ ~ ~ 1 / ' _ TERRA VIEW ST. S 1 i ~ I ~ 1 4 19~ 1~0!'_ -,s.m - -iaia ,~`yl5siwoo =T_ - - ~4'If>~-~ / m ~ -nom 1 Kxm I ~ ~ I / ,lyro / ~ 1 1 7 198 • d ^!!P c° v N8 „+0 ~8 ~ ggry~P 4I z3ilm CQMMERCIA'L ~ '~ ~ 1sc~ / ~ ~ ~PP) ,~ ~ ~ $ ~7 ~'e ~9 '~ ~`~ 43 as ~ 3s el CT "C" 1s gal" / • ~ >i?~ y~ 5~ 7p~ 8 0 A I >~, \ ~ ~ 8 199a~ /. / / / 1~3 119 180 181 182 183 1 4 fi~ ~~~ SG ~ ~~ 52 ~0 ~v ,#~' I ~nao VI ~ d ~' ~PP) ~ 7z ` I I isL¢ _ _ _ _ - _ _ - I eo / ) ~aio I ~ zoo, ~•` 99Th AVE. S _ ~ ,yb Iwo -" -Iwo` - - - -.~ i ~ I ~ - _ - - _ _ _. _ M00 - e'oai.L16+< = e~m = »m ~ - -- ~ I iPB)txm 201~~ 1 ~ ~i,o ,n4, ~q9 y4' ,~ y8 I um l 202 ~ I^ i i k >'~ ii ~'8 ~~ ~~ g ~ ~'" 8 9 8 .g NCO ~p ,p I itMem COMMERC L I ~• ~ ~I, i~~ 177 ns 17s na 173 1n 171 no ~ 'r ~t ~' I' it Tf~ACT "g zo i ~ ~ '~ ~O ~1 ~2 ~3 ~a ~S ~ ~7 ~ I r,2aac ~ I 2 ~.m ~ •15"~ ° ~ ~ D VI I N yl ,I i. 9~ie.m I I .1sa ~ ,~'~ ,~~ ~~ s ~r ,~a 4' ,s,~ s ~ a~ 1e~1.>a 1 20 ~a1' I II IILMI~ 182 183 184 1fi5 166 87 168 189 -~_ 57 ~j~g "~ ~8~ ~~ ~ ~~ >~8 ~~ IfI I ~,a i ~ :,1 I 20~ ~ ~ ~- _ _ 8 I oo . _ -- - _--_ -_ -- - - - ---__ ~ ,~, ~I ~ - - - m z97,tm.ml 8 , ~ ~ 99T WAY SE-2791 _ - = u B PRE ~ I '4 ~ ~_ _ ~ ~.m >.~ -- h ill/I 1 ° 201,im I ~ime.m ,v q k 8 9 ~ 4 - - - - _ e/oo I p2unm ) ~II R a I I ~II 13z ~' .~ ~ ~ ~ ~ ~ ,~~ ~a ~ a ~ ooe Q° ~ s ~ e j I ~! CCMM6'2GALx ~ 2,uaw I W48 I ~m 158 155 154 153 152 151 150 '149 148 ~ ~' e jg s 7.0y 1 ~2 63 8~ ~ ~ualo j ~il 1' ~" I 131 147 14fi 1~ B ~I TRACT "A" ~ , II 2.82 ~ f 2,Oik.m > 13~ F TU E ~ I ~,++ `` i~ II ~~ IV SI N ~~ ~ ~~ ` 11 ~ . 21'°°°1 wl3 li ~12x9m ~ ~~ ~s ~~ ~~ ~~ 1a8 140 1"41 1M48z 1a3 1aa~ a sa ~ .fi gt I uam ~~ ~~ ~ \~~` I 21u2"i.m f l .ox.m- _ _ _ _ - - - - ~ 4 4 +t ,~ ,lP ~..p ~ ~~ _9 ~P ` ~ ~ -~ `+im ~x iro .~ 10DTH AVERSE _ - - - - - I I "iw,a r I 'NW ~ tim - ` "~ X59 \ ~ /~ 21~°o k 1 mm 1~'3 11.~e` x '~Ht~~ I x102 ~ I aaum also 'a~uo I ~ 90,~Iao I ! I~ 1 m2~'° ~'iar I I ~ 11s >.,~2 I I L}@ Lea ~ I •g -i p ! l ~ I xiceo i~ 'l .~.>o ! ~ ~ ~ /8 Glip.n ~ 0 ~ r.1u0i%o 100 I I U I 91)1° g) ,.w / 72~ ~~tt 1 I^ 1 SS1m 2 116~°so 11~',a / W r~,u QI~ BI ~.` ~ ! 0 ~ uoc'o`99 / ~ 92z°m x4.la t d//.Ip 11~i I 105 ®g 97 V~~ .y'xw ~ 1 .uxm u,aol xuxm ~~~~' ~ ~ «q\ ~ `' \ \"!~ xiuln8xa uxao 1 ~u~ 87 , k4o $I I 2 \ arq~. `_ o ~ auxin ~. r~ ~ \ ~ ~ 108 uia 1p~ ~,oa9fi r~ ~ ~-- _ xw ~~ 9y"Y° x ~~ ii COMMUNI ~,. ~~ ~,:~ ~~~ s ~, ~~! ` PARK _ ".m win ~ , m LIT ~.~ ~.. I _ _ _ _ _ _ _ _ MASTER PLANNED COMMUNITY DIVISIONS 3 TO 8 E%15TING PROPERtt LINE LEGEND IMm~ ERISTING PROPERTY LINE SCALE: 1"=100 FEET o so® D PHASE? 93'n, wn PHASE I KfY MAP n~. SFf 7d TI>AI RIF BIO RETENTION CELL (TYP.J SLOPE ARROW PAD ELEVATION AS-BUILT 04/07 NOPoZONTAL C.ONTROL'. WASHINGTON STATE PU1NE COORDINATE SYSTEM a THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETVlORK NGVD 29 PERTHURSTON COUNTY HIGH PRECISION NEN~ORK COMROL POINT N0.837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oeeuMeee 04104 REVISIONS CALL UNDERGROUND LOCATE TWO DESIGWBUILD A ' TT MD oescneoer DATE BY DESCRIPrIDN DRAWING N0. av1L•TRANBPORrnnoN PIANNING~SURVEI1NG TAHOMA TERRA DIVISION = I ~2 ~p . . 10!31 NA.TWT REVISED PER CItt COMMEMS DATED 10124105 WORKING DAYS BEFOREYOU DIG ' I YELM WASNINGTON DRnwu ar. NA. VAL 1119 NA.TVJr REVISED PER Cltt COMMENTS DATED 1118105 1.800.424.5555 4200 6th Avenue. Ste. 301 1 , N Z c+rcerro er: SLC 1012006 DPC ASBDILTS GRADING PLAN awxoveo roR cous,RUCnoH G-'4 1 Lacey. Washington 98503 a 360 493 60C2 ~ 512007 DPC REVISED PER CITY COMMENTS 4112107 ( ) - ~UI~1~ (3601493-2476 Pax SEC. 24, T17N, RIE ~ 512007 °Ah sr: oArE, oevetoPmeM~vleweuclH~e Cansulling Group AMASTERPLANNEDCOMMUNITYBY scar 511Eff 4 OF 73 TANOMATERRA, LLC m . aPrNOVataPlaxs. 1 I i iii 3 iil 1 I I .l iWl 4 3 ~ TAHOMA BLVD. ~ ~ ~• ~ ~~ ~~ iLL n .1 I I i LLN E%ISTI G PR PERNLINE I® 3 r- + um i Iml COMM COMMERCIAL ~+I''X ~ '' & 30D 1+°° I+aP I i i IU TRACT "D" ; ~ ®TR neAeEn ~ _ moo' ~ - " - - - - - i ja. k 1.3AC \ ~'~ a, ~,~ ,mn I IN 1 4 1 ~ 3 /~ 18 mnaaw ~ ; - ~ ~ 4 \ ~ ~ J ' _ TERR IEW ST. SE _ _ ~ ~ i 1 \ • ~ % 11+00 I 00 MEW IO+~ ~ t0+00 ' % ' •, ~ 111 K ro ~ - ~ ~. i I COMMERGAL 8 ~ ;n °'° ~ II ~~ (2~ 2.23AC r , ~ ~ 'm ~ °am ~mm ill I I LI ~ ~\\ ~ ° ,~ ~~a e e,e e a Via: _ e e e „~ a ~ ~ ~ ~mm ~ _ '.~ i 'I SC \ \ / m moo am^ mm f . I 99T AVE.S _ i ~ ~ : ` I 4 ~ 18 a,ao ~ e.`m - `-I:ao_-' - e+ro - ~ 7 Rm ~ - ~ .`1 ~I I I I - _ - ~ .Nnr - - - ~ _ i mm `` ; COMMERCIAL ~ ( ~ , , e a e ~ a :- a a ; _ -:' ~ e : <~ - ~ e 11 I I rRACr •e° _ ~ :: a 1 i „ ~ 2.14 AC ~ ~ "- I8 a D I I N I .1 '.I ~I X. j ' a 3 I I ~ ~ am xem~gg .om aor ,. 8I ® t li ~ 8 I ~I - .g A ~ ~ <-8 ~ .8 -,8 '~ 8 g I 8 ,ma m~ ,~ x~ I x+ gg - 01'i ~ m + i R - i+ro - ~ ~ ._ 99TH WAY SE ~ ` ~ - am- TAT «mr +1 ~ ~ - w Imm Z, OPEN SPA `' ,e - - ,~ ~ -a+p'T -~ +~ - -„~ I° ~' j COMMERCIAL ~ ~, a ~ ~~$ ~ B@' a •e a ,e I ~ ~ ~ ~ a _~ it ~ a el ! ~ 1 Q71 I 2.82AC ~ ,o,m• ~ ~ mm ~ # tlm ~ C xoe ,oo mi 1 ~`.r + ~ ~13 ~ ~ _. ~ 3 ..A :. 8 B .'p g ..' ~ 8 8 :: g 81~ ,mm 1 Y\, d ~~ ~~~a~a 3 am am - ~ 3 ,\ ,m, - „~,--- 1+ 100TH,AVE SE I ~ .t \ ( ~ i.m - ~ , ~t 5o ,,. ~ 6 1 g 8 w_ xm e,ao "` '+ eato -` -1. ,1 x 1 ~, d nr Ib ~ - ~~u gg _ ~1,~, ~~ 1 3/ ~ a IBI ma a 8 a 9 8~ I 4 3 ' ~I, 4 6 a m.. ~ ~ sl ~ s ~ ~~ ~ >I :1 Kt l , ~ ~ ( osm W 8I ~ Yi iit I i 1~ ! • 1A uxA• a ~~ a am 8 a ~I , .i N ~ ' ' ~ Inm ,, 1 ~ , 1 ,~~~ ~,r~ ''+m- \ ~ ~~ a ` " COMMUNI a ~; > \ , • ~ PARK I OPEN SPACE `, \ `',,,--_,, i T ~\ ~'~ `~ j ^"FUT 2r - ~V A Nr`ASTT T'~Ai1NE{' t; Q:MMUNITY~ C V 15•+o N 5 3- T O a ' \\ OPEN SPACE II'i ~. ~ \ , ww. n.e~ ~ ~ 9 w W ~ ~ ,. a ~l n b/ ~°"o ` ~ a , >en I a b - I n~00 00 n ~ - - -----=----- 7NSTRLIC~TEQ BY SEE LON RE 2 EXISTING PROPERTY LINE PXASEI 9~in wgrsf PXASEI '. 7N. RIE. W.M fxlsTmG PROPERTY tINE EROSION CONTROL NOTES - FOR GENERAL EROSION CONTROL NOTES, SEE SHEET EC-2. -THE FOLLOWING EROSION CONTROL MFI5URE5 SHALL BE INSTALLED A5 REQUIRED BY CITY ENGINEER 1 INSTALL STABILIZED CONSTRUCTION EMRANCE PER FIGURE B16 ON SHEET EC-1 2 INSTALL FILTER FABRC FENCING AS TO CONTROL SEDIMENT RUNOFF PER FGURE B2 ON SHEET EC 2 0 INSTALL SEDIMENT PROTECTION SILT SOCKM3003 STREAMGUARD INSERT AT NEW CATCH BA51N LOCATIONS PER DETAIL ON SHEET EC-2. MAINTAIN SILT SOCK UNTIL SITE IS PAVED AND STABILIZED. COMRACTOR SHALL ENSURE TFIAT SEDIMENT DOES NOT FALL INTO CATCH BASIN DURING REMOVAL OF THE SILT SOCK 0 GRAVEL CHECK DAMS Q 100 FT SPACING PER DETAIL 6 ON SHEEP EC-2 5 DETENTION POND TO BE USED FOR TEMPORARY SEDIMENT POND DURING CONSTRUCTION. 3,825 MIN. SURFACE AREA DURING CONSTRUCTION O6 INTERCEPTOR DITCH BUILT PER DETAIL 7 ON Sh1EEf EC~2 SCALE: 1'=100 FEET 0 50® 0 EXISTING PROPERTY LINE AS-BUILT 04/07 ROADWAY AND UTILITY IMPROVEMENTS ~oanurnaeR 04104 REVISIONS CALL UNDERGROUND LOCATE TWO DESIGWBUILD Q MD orsleneosr DATE BY DESCRIPTION DRAWING NO. avH•TRANSPORTATION PIANNING• TAHOIVIA TERRA DIVISION ' ~ $e2 . 10/31 NA.TWT RfV15EDPERCIttCOMMENTSDATED10124105 WORKING DAYS BEFORE YOU DIG SURVEYING ' ~ YELM WASIINGTON oRnwxar VALNA 1119 NA.iWT REVISED PER CITY COMMENTS DATED 1118105 EROSION CONTROL 1-800-4245555 42006th Avenue, Ste. 301 1 , cnecao Br. SLC 1012006 DPC A58UILT5 nwxoveU EoR consrnucnoN EC-1 ~~ Lacey, Washington 98503 360 493 6002 ~ 512007 DPC REVISED PERCfTY COMMENT54/12107 ~ LA N ~j ~ ( ) - // (360)493 2476 F SEG. 24, T 17N, R I E ~, 512007 oarf 6Y Dnre: oertxorNEM retviEw xNCwFF - ax Consulting Group A MASTER PLANNED COMMUNITY BY I^= loo' scnlE R SHEET 5 OF 73 TANOMA7ERRA, LLC ~ . nPVPOVa,rxrlPLS: HORIZONTAL COMROL: WASHINGTON STATE PLANE COORDINATE SYSTEM e THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NEM~ORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349.235 ADAPTER SKIRT RETRIEVAL STRAP AB' ~ JB- ~~ ~ ~ ~ V 01fHROW M (TO BYPASS PEAK Y STORM VOLUMES) GEOTE%TILE /~ pq• FABRIC Y VM ': V '': seDIMENr accuuuunoN INSTALLATION: MAINTENANCE: • REMOVE CATCH BASIN CRATE • DETERMINE SEDIMENT ACCUMUUnON BY PROBING KITH YAROSTCK TO MEASURE • CLEAN DIRT AND DEBRIS FROLI GRATE LEDGE SEDIMENT LEVEL •PLACE STREAMGUARD INSERT OVER CATCH • RECOLIMENDED: EMPTY ANO REMSTALL BASIN OPENING N1TH BAG INSIDE BASIN NHEN UNIT IS APPROXIMATELY HALF NLL. (UP 70 12 INCHES SEDIMENT) •REPLACE GRATE, A7 THE SAME nNE PINCH INSERT FABRIC BETWEEN CRATE AND FRALIE AECWMENDEO: REgIURLY INSPECT INSERTS AND LOG OBSERYAnONS AS A • CUT EXCESS FABRIC OFF ANO LEAVE THREE BEST MANA(ffL1ENT PRACTICE TO Flff INCHES OF FABRIC ARWND W151DE SIDE OF CRATE IF INSERT IS REUSABLE SILT SOCK DETAIL X3003 STREAMGUARD CATCH BASIN INSERT FOR SEDIMENT ONLY N.T.S. ~ TEMPORARY INTERCEPTOR DITCH ~ NOT TD SCALE I'MIN. EMERGENCY OVERFLOW WATER SURFACE FREEBOARD 3 t7 333.0 I 3 ~I o OVERFLOW W.S. 332.0 6" 9"MIN mlcr~ESs . ROCK PROTECTION ~ EMERGENCY OVERFLOW SPILLWAY ` `~ f NOT TO SCALE HORIZONTAL CONTROL: WASHINGTON STATE PUNS COORDINATE SYSTEM b THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THUPSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349.235 AS-BUILT 04101 CHECK DAM NOTES I .ROCK CHECK DAMS SHALL BE OF 2" 70 8" FACE. SOUND QUARRY ROCK. 2. ROCK CHECK DAMS SHALL BE I' HIGH IN THE CENTER AND A MINIMUM OF 0.5' HIGHER ON THE SIDES. 3. CHECK DAMS SHALL BE TOED IN AT THE BPSE A MINIMUM OF 0.5' TO PREVENT EROSION. 4. CHECK DAMS SHALL BE CONSTRUCTED IN 5UCH A MANNER THAT THE ROCK IS FIRMLY PULED WITH A MINIMUM OF SPACE BETWEEN ROCKS. 5. THE FACES OF THE DAM SHALL BE SMOOTH V4TH NO ROCKS PROTRUDING MORE THAN 2'. DITCH SLOPE CHECK DAM SPACING 0-5°k ISO FEET 5 - I O% 100 FEET 10% 50 FEET ~ N I I D O m ,~ Tn m o SEaIDN A-A IN - (APRON) O R - 0 DITCH BOTTOM oeo O SFfTIf1U FiR GRAVEL CHECK DAM DETAIL 6 NOT TO SCAIf STORM DRAINAGE DESIGN MANUAL FIG B16 PT O ~ ~ ~P ~\~ ~~ 0 \~ ~~ $ yy 48 R - IS' YNlWUI/~ ~J 11' MrNWWI A• m r awrar cowls t5 PROMOS FULL woTN rx ING4ES.S/ECOLiS AREA REFERENCE: KING COUNtt, WASHINGTON, SURFACE WATER DESIGN MANUAL J~ULY~1988 STABILIZED CUNSTRUCTIDN ENTRANCE SURFACE AREA DETERMINED I I AT TOP OF WEIR \ I I I~W I' MIN, - - ~ - - 'MIN. 3.5'-5' I .5' MIN. V''qJ- FIAT BOTTOM RIPRAP 3/4"-I 5" 2"-4" ROCK DISGtiARGETO STABWZED WASHED GRAVEL CONVEYANCE, OUTIfT OR NOTE: TRAP MAY BE FORMED 8Y BERM OR BY GEOTEXfILE LEVEL SPREADER PARTIAL OR COMPLETE EXCAVATION ~ SEDIMENT POND DETAIL EROSION CONTROL 15 NOT UNITED TO THE ITEMS ON THESE PUNS, THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALUTION AND MAIMENACE OF ALL EROSION CONTROL MEA5URE5. NO 51LTATION OF IXISTING OR PROPOSED DRAINAGE FACNTIES SHALL 8E ALLOWED. CARE SFIALL BE TAKEN 70 PREVENT MIGRATION OF SILTS TO OFFSITE PROPERTIES. STANDARD ER0510N CONTROL NOTES SILT FENCES: I .FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUi TO THE LENGTH OF THE BARRIER 70 AVOID USE OF JOINS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHERONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERUP, AND SECURELY FASTENED AT BOTH ENDS TO POST, 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 301NCHE5). 3. A TRENCH SHALL BE IXCAVATED APPROXIMATELY 81NCHE5 WIDE AND 12 INCHES DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC S USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOff SIDE OF THE P05T5 USING HEAVY-OI1TY WIRE STAPLES AT LEPST I INCH LONG, TIE WIRES OR HOG RNGS. THE WIRE SHALL IXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT IXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE, 5. THE STANDARD STRENGTH FLTER FABRIC SHALL BE STAPLED OR INKED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT IXTEND MORE THAN 3G INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRC SHALL NOT BE STAPLED TO IXISTING TREES. 6. WHEN FXTPA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH 5UPPORT FENCE MAYBE ELIMINATED. IN 5UCH A CASE, THE FILTER FABRIC IS STAPLED OR VMRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAB BEEN PERMANENCY STABILIZED. ' 8. FILTER FABRIC FENCES SHAll BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL. AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INLET PROTECTION I. PUCE CONCRETE BLOCKS IENGTHW15E ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, 50 THAT THE OPEN ENDS FACE OURNARD, NOT UPWARD. THE ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS DF BLOCKS THAT ARE 4 INCHES, AND 12 INCHES WIDE. THE ROW OF BLOCKS SMALL BE AT LEAST 12 INCHES BUT NO GREATER THAN 24 INCHES HIGH. 2. PUCE WIRE MESH OVER THE OUTSIDE VERTICAL FACE (OPEN END) OF THE CONCRETE BLOCK510 PREVENT STONE FROM BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH VdTH 112-INCH OPENINGS. 3. PILE STONE AGAINST THE WIRE MESH TO THE TOP OF THE BLOCKS. USE 3(4-TO 3-INCH GRAVEL. 4. PUCE WRE MESH OVER THE DROP INLFf 50 THAT THE WIRE EXTENDS A MINIMUM OF I FT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 112-INCH OPENINGS. IF MORE THAN ONE STRIP OF MESH IS NECESSARY, OVERUP THE STRIPS. PUCE FILTER FABRIC OVER WIRE MESH. 5. PUCE 314-INCH GRAVEL OVER THE WIRE MESH. THE DEPTH OF STONE SHALL 8E AT LEAST 12 INCHES OVER THE EMIRS INLET OPENING. EXTEND THE STONE BEYOND THE INLET OPENING AT LEAST 181NCHE5 ON ALL SIDES. ' 6. IF THE STONE FILTER BECOMES CLOGGED WTN SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE INItT AND CLEANED OR REPUCED. CONSTRUCTION ENTRANCES I .MATERIAL SHALL BE 4" TO 6"QUARRY SPACES AND MAY BETOP-DRESSED WTN I" TO 3" ROCK. 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL S1TE5. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4, IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE NOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRllSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMEM RETENTION FACWtt OR THROUGH SILT FENCE. TOPSOIL STOCKPILES I ,STOCKPILES SHALL. BE 57ABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER I AND MARCH 31. 2. IN ANY SE450N, SEDIMENT If ACHING FROM STOCK PIlfS MUST BE POSITIVELY PREVEMED. 3. TOPSOIL SHALL NOT BE PULED WHIlE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUSGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS IXIST THAT MAY OTHERWISE BE DETRIMENTAL TD PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE ARE0.5 TO BE TOPSOILED SHALL BE MAIMAINED ACCORDING TO THE APPROVAL PUN, . NYDR05EEDING I. SEED MIXTURE SHAll BE SUBMITTED TO THE ENGINEER FOR APPROVAL RND SHALL BE APPLIED AT THE RATE RECOMMENDED BY THE MANUFACTURER. 2. FOR SEED BEDS PUNTED BETWEEN OCTOBER 31 AND APRIL 3Q ARMORING OF THE SEED BED W4LL BE NECE55ARY, (E.G.,GEOTEXTILES, JUTE MAT, 0.EAR PASTIC COVERING). 3. SEED BEDS PUNTED BETWEEN MAY I AND OCfOBER31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECE55ARY TO F05TER AND PROTECT THE ROOT STRUCTURE. 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES 5UCH AS GRADIEM TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL CULTURAL OPERATIONS ACROSS OR AT RGHTANGLES TO THE SLOPE. 6. FERTRIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETUNDS, ROADWAY AND UTILITY IMPROVEMENTS JoexoMaFR o41D4 REV1sIOLNS CALL UNDERGROUND LOCATE TWO DESIGWBUILD A Q e~ ' ~ MD ocslcxeoer DATE BY DESCRIPTION DRAWING NO. awL•TRANSPQRrnnoN TAHOMA TERRA DIVISION ' I p~L : IOI31 NA,1WT REVISED PER CITY COMMENTS DATED 10124!05 WORKING DAYS BEFORE YOU DIG PUNNING•SURVEYING I YELM WASHINGTON ORAWNBr: VAL. NA 1119 NA.PNT REVISED PER CITYCOMMENT5DATEDIII8I05 EROSION CONTROL 1-800.424.5555 42006th Avenue, Ste. 301 , " cnecrso an 5LC 10/200G DPC ASBUILTS APPROVeo roR CONSTRUCnox EC-2 ~ ~ Lacey, Washington 98503 ~ 512007 DPC REVISED PER Cltt COMMENTS 4112107 NOTES AND DETAILS (3GD, 493.GC02 ~~L~~ 360 493 2476 F SEG. 24, T17N. RIE ~ 512, DnTe. ~: DA~: DcveLOFn7exrRwleveacNeeK ( ) - ax Consulting Group AMASTERPLANNEDCOMMUNITYBY scAlE SHEET 6 OF 73 TANOMATERRA, LLC oe : APPROVAtIXPIRES: ~awiaaK r"~.m10cm:a . .... %er u'avvua rwx r. r.om lR+z a mw urzwu¢ .sm ma rmn r. r.Iim.I~ iAYIC dkYIiN ; RiIA iMR YAiERLL mn¢ ~• w ' 6 rY a mm m¢enaa ~eo ruec iR¢ ` Y er ~om~/ wl. flQt idi IRIS TAHOMA TERRA DETAIL JUNE 2005 °"" FILTER FABRIC FENCE DETAIL EXISTING PROPERtt LINE ~ SWAY Iz1 - ~ O TAHOMA BLVD. - 73 ^ I COMMERCIA 75 ~ ~ ~ rRACr"v" ID ~ ~ ~ COMMERCIAL TRACT "E" ~_ - n+"~ ~ ~ 7 / / ~ - - -~ - - - ~- ~ 78179 ~ ---------- \ \ \ 1.5AC ~ ~ ~ ~ \ I \ \ \ \\~ ' \ / / 101 _/ COMMERCIAL ~ ~ I rRACr "c" / / 2.25AC 1 I \ 1 I ~ ~ ~ I r ~ ~ ~ I I F 1 1 ~~~ 1 „\ ~ COMMERCIAL I I I I I R-25A ~ ~ _ ~ R-25ATRACT "8" 'A ~ A° 1.2AAC I I L__i' _J I I I 14 I ~ Ili I 'PA''' 1,09 AC ~8~ - ~ I 1 ~ ~ 115 1 ~ ~ ~ ~ ~ ~ ~ ,. 94 35 I I oar eu / .v.. 2II 2 2ti 7=. J/ ~ ~ ~ I ~ I ~.. z to ~ ~" - ~ -_TERR4 IEWS .SE _ 44 ~~ ~I'' ~ ~~~ - 43 -_~_-_-_45 79 4 Y / ~IPa - - - - Y ~LI= - ~ ~ i2 II / 41 tRc `.F' 169 3 i i Ir~l ~ ° eU 4^. .. 4:i as c.p I 21 ~/ / 7 ~ I I 2B 8 I F--- t , y t'8 '79 100 i, IR2 IY,'a IN» '- i8 Gy / 67 - _ _ 69 _ I I I <oo Imo;------99THAVE.S _- 71 _ -- ~- / _ 72 -_'-_--_-_-_~ ~ ~•'P_~l lUt I 37 - - - - _ I Il 19. 70 - - - I . I ° I 16C ~~ :7e i;7 ' + 130 5R SfP s• r~ ~~ . A2 35 36 S - v f:` 3.s ~„ I t" a ~~ D VI I N L- 1 p I ~=t I I .. Jy~ 6~ i t ~v N b I .. 2v3 I c I I - - :v. __ 63 - I 1 91 I 99TH WAY SE _ 65 _ 62 -_-_-_ 1~ Cr4~---_-irsr--_--_ . 1 ~~ I U I 2D8 I ( " .' ~ ~~ iv (.. ~ v, I Q I 1 y I id ,~ 48 1 ~ ~ COMMERCIAL I ~ I I ~., 1 3I 1 ~. a :al Ir>r .s ;a~ ur ,a ;a: - ° I D_ L~ ~ 1 ~, TRACT"A" a ,,n - 2.e2ac € = ~ ~~ ,::, F TU E ~ ~~ ~~ I ~~ ~~~ ~ t ~ , z;, ~I 112: IV SI N ~ ~ 1 +~~~ „, ~~ \ L\AND BUFFER ~ ~i 12~ 3^ ~ '3' 56 3; I ~ ~ \ ~ I I ~ ~ - - 4~. ~ ~ f-- I ~\\ ~ 16'n il__ 2 -I----- 53 55-1~NAVE_SE_ -- - - 5& ---- - a C1? 52 56 57 59A 5 v~ i I I 1 __ - __ I 60 --_ 5 1 _ _ ~ 7,. 1 ~ \~~ ., I 1 ... j .-, F23 • ~7 i4 ? 75 ~ 973'1 ' L 4 JJ tUi~ ,~~~ I 1 l l '. I I - 20 112 I `-.~ 21 ,. I 1 1 „~ `-.I? I ~ I i43 Iii I ~ I a. I L_ II \\R~ 1 '~~ C RI.. W " A~ ~ 22 30 ~ 1 Y '"i 10 A tuR e3 s< 18 U 7 W ~ I I 4 ~ 120".~19 ~ ~ 31 <,. 2C HQ H~ I Y- ~~Y v ~, q I=;' ,,,. ~ i ~ ~ ~~~ ~ ~ 1?9 „P iC3 V v ice. v. V / 4C O ~ ` \ G8 SAO ~~ ~~ ~'~,_~ ~- -° - '-- U5 ~`~ ~'~~~ ! ~~COMMUNI :~~~ ~~, ~-~, ~-L-~-L-L.~~..~ ~ I - . I 29 ~ PARK ~ _y - ~ ~""~'-I \ \ "ew _ 4 ~ {JTIJZ .~. .x>o.aa ~_-__---~~--__ MA~ST,~ER Fu~PIII~C'GOMMUNIT~~ - ~~ ems. o ,~ _- "( \, ~ ~ n IXISTING PROPERLY LINE SCALE: 1-=10D FEET o so®o BSJ Arcff T -- ---- I I I I I I I ~ I° F-----+-- _-~---- -~-~ - --I-- I I ~ jPROPOS CITY OFYELM I I ~,.....T~ I . _ _ . - .. srrE I - w s ~ /~ s ~, "~, I, ~,o `' /% = I ~~ I ~' c~ i FU o ~. iwn~. s~ff _ ~ /' ~ ~ j ___ 1 I I _ i DN 1 1 I ~ o I VICINITY MAP N.T.S. GENERAL NOTES (STORM DRAIN CONSTRUCTION) 1. ALL WORKMANSHIP AND MATERIALS WILL BE IN ACCORDANCE WITH THE CI1V OF YELM PUBLIC WORKS STANDARDS AND THE MOST RECENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFlCATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 1W5DOTIAPWAI~ 2. TEMPORARY ER0510NAMATER POLLUTION MEASURES WLL BE REQUIRED IN ACCORDANCE WITH THE STORMWATER MANAGEMENT PLAN AND SECTION I-07. I S OF THE STANDARD SPECIFICATIONS. 3. COMPLY WITH ALL OTHER PERMITS AND REQUIREMENTS OF THE CITY OF YEIM ANDIOR OTHER GOVERNING AUTHORITIES DR AGENCIES. 4. APRE-CONSTRUCTION MEETING WILL BE HELD WITH THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. 5. ALL STORM MAINS 0.ND RETENTIONlDETENTION AREPS WILL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 6. STORM DRAINPIPE WILL MEET THE FOLLOWING REQUIREMENTS: A. PLAIN CONCRETE PIPE CONFORMING TO THE REQUREMENTS OF AA5HT0 M 86, CLASS 2. B. REINFORCED CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF A0.5Kf0 M 170. C. PVC PIPE CONFORMING TO ASTM D 3034 5DR 35 OR ASTM F794 OR ASTM F679 TYPE I WITH JOIMS AND GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. D. DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF AWWA C 151, THICKNESS CLA55 A5 SHOWN ON THE PLANS. E. HIGH-DENSItt POLYETHYLENE SMOOTH INTERIOR PIPE CONFORMING TO AASHTO M252 TYPES OR A0.5HT0 M294'fl'PE 5, WITH A GASKETED BELL AND SPIGOT JO1M5. F. ALUMINIZED STEEL HELICAL OR SPIRAL RIB PIPE IN DIAMETERS OF THIRTY (30) INCHES ORGREATER, WITH A MANNING'S VALUE OF 0.020 OR LE55. 7. SPECIAL STRUCTURES. OIW/ATER SEPARATORS AND OUTLET CONTROLS WILL BE INSTALLED PER PLANS AND MANUFACTURERS RECOMMENDATIONS, 8, PROVIDE TRAFFIC CONTROL PLAN(S) A5 REQUIRED IN ACCORDANCE WTH MLITCD TO THE PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PLANS MUST BE APPROVED PRIOR TO THE START OF CONSTRUQION 9. CAIITHE UTILITIES UNDERGROUND LOCATION CENTER AT 1 800 424 5555 A MINIMUM DF TWO (2) BUSINESS DAYS PRIORTO ANY IXCAVATIONS. 10. WHERE CONNECTIONS REQUIRE "FIELD VERIHCATIONS",THE CONTRACTOR Wlll IXP05E CONNECTION POINTS AND VERIFY NECESSARY FITTINGS 1W0 (2) BUSINESS DAYS PRIORTO INITIATING THE WORK. i I - FILL PLACEMENT WILL NOT BE ALLOWED IN ANY OPEN ChIANNEL USED FOR STORM CONVEYANCE WTHOLA WRITTEN APPROVAL FROM THE PUBLIC WORKS DIRECTOR AS-BUILT 04107 EXISTING PROPERtt LINE HORIZONTAL COMROL~, WASHINGTON STATE PLANE COORDINATE SYSTEM 6 THURSTON COUNTY HIGH VERTICAL DATUM PRECI510N NENJORK NGVD 29 PER THURSTON COUNtt HIGH PRECISION NETWORK CDMROL POINT N0.837 ELEVATION 349.235 STORM DRAINAGE CONSTRUCTION NOTE: TO PROTECT DRAINAGE DETENTION FACNTIES FROM SEDIMENTATION. THEY SFIALL BE CONNECTED TO THE STORM CONVEYANCE SYSTEM AFTER SITE WORK. ROADS, UTILITIE5, PERMANENT EROSION CONTROL MEASURES, AND LAN05CAPING ARE IN PLACE IN THE TRIBUTARY AREA ABOVE THE PACIUTY. NOTE: I . SEE DWG N0. G-2 FOR GENERAL NOTES. 2. SEE DWG N0. G-3 FOR NORIlONTAL LAYOUT. 3. SEE DWG NO. R-17, R-18 AND R-19 FOR CURB RETURN GRADING. 4. PIPE LENGTHS INDICATED ARE TO CENTER OF CATCH BASINS AND MANHOLES AND RouNDED To THE NEAREST Foor. 5, 0.LL CATCH BASIN STATION AND OFFSET DIMENSIONS ARE TO CENTER OF BASIN. 6. ALL CATCH BASIN GRATE ELEVATIONS ARf SET TO PROPOSED CURB FLOW UNE ELEVATIONS. 7. ALL STORM DRAIN PIPE SHALL BE ADS. 8. ALL STORM DRAIN PIPE EMERING INTO EITHER THE B70-INFILTRATION PONDS WITH SLOPED SIDES SHALL HAVE EITHER A FLARED END SECTION INSTALLED OR THE STORM DRAIN PIPE SHALL BE CUT WITH SLOPE SUCH THAT OPENNING ONTO SLOPE i5 FLUSH WITH SLOPE SURFACE. PIPE SHALL ENTERAT TOE OFSLOPE OF PONDS OR CELLS. 9. ALL CATCH BASINS ON TAHOMA BOULEVARD SHALL BE CURB INLET. SEE DWG. N0. 53 SHEET R-. GENERAL NOTES (STREET C°NSTRUCTIONI I. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH Cltt OFYELM STANDARDS. AND Th'E M05T CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD. PROR TO DISRUPTION OF ANYTRAFFIC, TRAFFC CONTROL PLANS SHALL BE PREPARc'D AND SUBMITTED TO THE CITY FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL 151N PLACE. 3, ALL CURB AND GUTTER, STREET GRADES. SIDEWALK GRADES. AND ANY OTHER VERTICAL ANDIOR HORIZONTAL ALIGNMENT SHALL Bf STAKED RYAN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4. WHERE NEWASPHALT JOINS IXISTING. THE IX15TINGASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMUU`ION ttPE CSSI IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER IXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEAI~D WITH GRADE AR-4000W PAVING ASPHALT. 5. COMPACTION OF SUBGRADE. ROCK, 0.ND ASPHALTSHALL BE IN ACCORDANCE WITH THE STANDARD SPECIHCAiION$ 6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS SHALL BE INSPECTED FOR llNE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE. 7. CERTIFICATION AS TO CONFORMANCE ShIALL 0E PROVIDED TO THE CITY PRIOR TO ACCEPTANCE OF WORK. 8. THE CONTRACTOR/DEVEIOPERSRALL FURNISH AND INSTALL ALL PERMANENT SIGNING. ROADWAY AND UTILITY IMPROVEMENTS Toe"uMeere 04104 REVISIONS CALL UNDERGROUND LOCATE TWO DUIGN/BUIID °E$1GNED~ ~ PATE 8Y DESCRIPTION DRAWING NO. CIVIL•TRANSPORTATION TAHOMA TERRA DIVISION - 182 ~ 10131 NA,N/f REVISED PERCIttCOMMEMSDATED10124105 ROADWAY & STORM WORKING DAYSBEfOREYOUDIG ' I PIANNING•SURVEYING YELM WAS"INGT°N °PawNer: DGB.NA 1119 NA.1Wf REVISED PERCIttCOMMENTSDATEDI118105 1.800.424.5555 A200 6th Avenue, Ste. 301 ~ , = cnecrce° eY: SLC 10/2006 DPC ASBUILTS DRAINAGE SYSTEM ArPxove°roR CO°stRUrnoN R-0 LaceY, Washington 98503 ~ 52007 DPC RIVISEO PER CffY COMMENT54112I07 ~~ ~~ (360)493-6002 (360) 493.2476 Far SEC, 24,T17N,R1E °A~ 5,2°D7 IMPROVEMENTS MAP eY. °A1E, °FVewPmEU1 REVIEW E"r,l"e[R Consulting Group A MASTER PLANNED COMMUNITY 8Y scar I°=1~' SHEET 70F73 TA"°MATERRA, LLC ae AEPROVA~ExPIRES~. 2i9j, , C~ ~ > ti ~;:.,,. lS c9 so ~O CARLY LANE SEE sHEET R-12 TAHOMA BLVD. CL TAHOMA'BOULEVARD STA. 0+00.00 BEGIN LIMEYS OF.CONSTRUCTION BEGIN CURB ANO GUTTER AND SIDEWALK LT. 4 RT. SAWCUT IXISTING PAVEMENT AND MATCH SCALE: 1°=50 FEET 0 25 50 100 STORM DRAIN CATCfi BASINS '-~,PHASEI 99THIWAYSE PMASEY ''~, cum AVE,1'Sf NZ aG -~`u ~~ ,r~_ P W.M. TYPE STATION OFFBEr GRATE E6EV. LE. 1N LE. OUT TYPE I 0+02.50 32.12' R 339.18 336.68 (12" 5) TYPE I 0+02,50 32.12' L 339.18 336.36 (I 2" M 336.36 (12" s) NOT USED NOT USED TYPE I 6+00.00 32.12'R 339.97 337,47 (12"B) TYPE I 6+00.00 3212' L 339.97 337.15 (I 2" N) 337..15 (12" B) TYPE I 9+00.00 32.12'R 338,47 335.97 (12"sE) TYPE I 9+00.00 32.12' L 338.47 335.65 (12" NW) 335,65 (12" NE) FOR STORM DRAIN CATCH BASINS 78 AND 79 INFORMATION SEE sHEET.R-12 I 2 3 4 5 6 7 8 EXISTING PROPERTY LINE 355 ... ,. ... .. 25 Od VC vP sTC=.3+an.oa: ,, ' I ... .. ._ 355 _:. i ..... ,..... . VPI ELJ -..341.7$ ...., .. , .. :.. - ._..._ ,_.... : O e of . . ... . - N +I ~ N D N . ... g >.... mp ...... 350 ~ v,W m " n v :$ ~~ 350 v m.. ao m _ y .. m . m ~.. p ` mp' nm ~ . . : _ IXISTING .. . ~ II 4 A. ~ ~IQ S ; pN w w~ r, II ~1 4 _ m N . J . II. G N I > w ..... .. l ~ N ~ .... ~>. LL+`~ ...... 345 . GRO UND • > ~Jltti ~ l ti- m ut ~ . w ~' ~ ~ w mj i' d $dS 345 ... r ll ~~~ n > I PROPOSED GRADE • ~ ~ 340 _ ,., __ _ _ -__ ~_ -- _ __ - - --_ --- ----- 340 335 . ...I,-. . . I ~ ._ o 335 ... . © , _ .. _. - ' ~ ~ Q ' . ` ~. . . ; TAHOMA BLVD I 330 , 330 n.... m v _ N . m ,. . .,.. m.G '.. m ~.. m ~ .~~~~. mIC ' ' m-m`. m.N. m o m Q v v ~ -. m•a :;~ a °`.m ,~,$ mlm ro ~ m`o Vii.... , m.N .. - .w p .. m.~ .._ 0,. , .:ma? , ^ , m ' ma. w.N _ ., .m m ....... ~ _.+n '~ ~'" p:v N.N m:~.. p m .q1 `. 325 ~ m!. O O m`m .. pj O ro m. O .. m m. pj O m m. '. N ° 'm N m m. .N p:.m m m• _ p : m m m m _ m'm ~ ~ ,...- m.m m m ~m m m o'° o v m m.. j_ 325 m ' ' m 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 I+00 0+50 0+00 HORZ.-1"=50' VERT.•1"=5' AS-BUILT 04/07 0 LJ 33.. ~ .. °` D ~ ~TLr r~El I soC ~ N E .II I ~ I I ~ ~ ' . ~F ~ . ~LD,~ ~~, :~L, C Q _. rr:~~"=F ~PAsE .. 340 L`. FL 3T~ ...-. r4L 12^~ ,- _TFL I:~;NI~ 33C ~ I:~~' 1 T ~ MAIVA / II~ ,~~ ~ I C C•° ~II . PONY B: T-IUM I~ ~~~ V C82T0 CBI C Trn- ~~P. T. J. Plea H,P,L1_ LL I 40, CB670 CB5 NOTES: I. SEf SHT. N0. G-2 FOR GENERAL NOTES. 2, SEE SHT. N0. G-3 FOR HORIZONTAL IAYGIr. 3. SEE SIR. N0. R-0 FORST0.4M DRAIN NOTES AND 5TREET C0.N- STRUGTION NOIPS 4. SEE SHT. N0. R-15, R-16, R-17 AND R-18 FOR CURB R'TURN GRADING. 5. RPE IYNGTHS INDICATED ARE TO CEMER OF CATCH BASINS AND MANHOIYS AND ROUNDED TO THE NEAREST FOOr. 6. ALl UrINiY CRG551PIG5 WITH LESS 1HAN MINIMUM CIfARANCE, TYHCAllY 18', SHALT. NAVY SAND GJ5HION INSTALLED BE7WYEN PIPES. HowzoNTAL coNrROL: WASHINGTON STATE PLANE COORDINATE SYSTEM d THURSTON COUNTY HIGH VERTICAL DATUM PRECIBION NETWORK NGVD 29 PERTHURSTON COUNTY HIGH PRECISION NETWORK CONTROL POIM N0.837 ELtVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS L09NDMBEPo oa1G4 REVISIONS CALLUNDERGRO UNDLOCATETWO DESIGWBUILD p DfDIGNEDBY TT DATE BY DESCRIPTION ROADWAY ANDSTORM . DRAWING NO. c1vIL•TRANSPORTAnoN TAHOMA TERRA DIVISION' 1&2 Ia3I NA.Twr REwseDPERaTVCOMMENTSDATEDlo2aTDS WORKING DAYS BEFORE YOU DIG PIANNING•sURVEnNG 1 ~ YELM WASHINGTON DRAwNBV NA. TT 11,9 NA.TNf REVISEDPERCITYCOMMENTBDATEDII,8/05 DRAINAGE SYSTEM 1.500.424.5555 4200 6th Avenue. Ste. 301 , 2 cl~crEDBY: sLC 1012006 DPC ASBUILT5 AFPROVeo FOR mNSTRUCnou I R-1 ~ ~ laccy, Washington 9850.3 a ~ 5!2007 DPG REVISED PER CITY COMMENTS 4112/07 IMPROVEMENTS (36D, 493-GOD2 U,~1~ 247 F SEC. 24, TI7N. RAE 4° 5,2007 DATe~. BY: DA,E., DEVELOPMENT REVIEWENGINEYR (360)493- 6 ax Consulting Group AMASTERPIANNEDCOMMUNITYBY scAIE: I ^ = sa TAnOMABLVD. SHEET 8 OF 73 TAHOMA TERRA, LLC ro srnnoNS o+oo 0o ro 9+so.co AreROVaL ExnRFS fN TAHOMA BOULEVARD STA. 12+ 10,12 CL BERRY VALLEY DRIVE STA. 3+65.58 9 10 I 12 13 14 15 IIS 116 117 STORM DRAIN CATCH BASINS s 1 TnnoMAelw- ~A~9 ~~ SP _. _) 99TM1~AVf.Y •:PHASE1 ~ - 3 99iHIWAYSf w Z PNASE2 u IObTn Aw.Sf ....: F ~~ UV •'~G (~ I ( F sr se KEY MAP N i.5. 8EC.24, T17N, RI E, W.M TYPE STATION OFFSET GRATE ELEV. 'LE. IN LE. OU( TYPE I I 1 +6246 32.12' R 337.16 334-34 (12" SE) 334.34 (12" NW) TYPE I I1+62.46 32.12'! 337.16 334.66 (12"NW) 1YPE1 12+41,88 32.12'L 336.76 334.26 Q2"SW) 1YPE1 14+35,00 32.12'R 335.80 332.82 (12"SE7 TYPE I 14+35.06 32.12'L 335.80 332.98 (12°NE) 332.98 (12"SE) TYPE I 16+82.50 32.128 334-56 332.06 Q2"SE7 TYPEI 17+27.86 32.12'L 334-33 331.68(12"SE) 331.68(12"Ef 7YPE1 12+A 1,88 51.06'L 337.50± 33A.17 (12'W1 334.00(12"5) W! SOUD COVER MATCH EX. 33A.00 (I 2'f) TYPE I 14+35 W 51.06' L 336.54± 332.88 (i 2" N,lU) 33298 (I2" S) W/SOLID COVER MATCH E%. TYPE I 17+27.86 51.06' L 335.07± 331.59 (l 2"N,W) 33 L49 (12"5J W150LID COVER MATCH EX. 331.21 (l2"E) FOR STORM DRAIN CATCH BA51N5 I I AND 15 BEM•EfN PARCELS SEE SHEET R-6. FOR 76 AND 77 INFORMATION SEE SHEEP R-12 AQUA SWIRL TABLE UNIT ND 1NLETpUTIET PIPE R1M ELEVATIO . SIZE INLET ELEV. OUTLET ELEV. PIPE MATERAI N I 12' 333.79 333.79 ADS 337.30 2 12" 332.58 332,58 ADS 336.34 3 12" 331.29 331,29 ADS 334.90 355 ! „ . ;. ° ' 355 u .. ~I ,.. 350 .. ,. ~ . ! ~ ai ~._ 350 ; ~I i , _:...... _ ,. 0 ml ,. ° _ .. ' ... . ml _.... 345 , SIN 345 .. _ .. to ~I m ~ ..... _ + ~I°~ l< u 340 w mlN~ , w _ _ ' 340 PROPO SED CE GRADE - I / EXI5 TING 12' UPNRNED ELBOW CUTOFF~334,75 ~ -"~ - _ "- - - -'~ _ I ~ UPNRN ED ELBOW ' lll((( GRO UND . --- - 05 0 335 -- curoFFp333oo , - -~" _. 335 _ ~ _ p 'a 00 LF 36'ADS t sD tf I r ADS ~ a2m32"PTlPF I ~ ~ I -->J 250 ~ ~ n~s. p~D.ooa Fier ®Q.oos rTIFT I ~ ~ 33Q ~T~r I ~ : ~ . ~ u t~ ~ : ..... 330 N ~ " ~ ~ © ~ AQU A SWIRL ~ ~ I ~ ' F ,' ' D FT "" T lll~ ., - "100 LP 36' ADS ". ~ 0.00 R/Ff 5 . r 2' S5 ~ RW ; 250 l 36 A $ ®O.Lp P I TI~1H0 326 7 5 •_. 32 1PT 325 324 79 LF 12' ADS 5D, 5=0.005 325 .. __ _ _. .., 'R. ~ m m. m . '~ m; ' ~ ~ m m m me w o. A;. ~ Or m m,? ....... m m m, . v © .... ~ ~ ° a ~m v .... O m'm ~ ~° °~ " ~ O ~~ m r•• m:m. ~o:c..... m ,~dm l~ d~ .. I wl~. .... - . ~ 320 m m vI m m N:a m . m p; m c N m °m m ~ m m m .-.. ~ v . m m '.~ m m.m ,~ ~. ;m m, m m . °~ m, m ~ m .., Iro m In m _ m min m< , m m .."'. 320 .. m! m: m.m m m m m m m : m m ~ Im m m m ,m: m m; n m L l Im m m m 118+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 1 3+50 13+00 12+50 12+00 11+50 II+00 10+50 10+00 9+50 HORZ. -1" = 50' VERT. • 1" = 5' I 1~ r ~ RDW U[tVAR17 ` I 6ERRY VAU~S'ttOAD a ~N GRADE li `WISH GRADE ...... loo rEAx stoRM - ~ LEVEL 335;2 25D -I ~ .. LJ U~. IA I2"WATER . 6dAIN Q 76 33o x INC ~ , ' 541F 12'SD 53Lf-12'SD 5 00126 5 0.0243 ' 12' STEP MAIN f _ I 34LF 12"5D 5=0.005 u LNG I I a wareR RgusE PoNe eorrpr~ 325 i X INS LflEL. 332.2 CTi IOTOCB9T0LE76TOCB77 ,:a SCALE: 1'=50 FEET D 25 50 100 R2iw i ° ~, i ' FINISH GRADE -... ,...... FINISH GRADE 18 I 2• 340 335 ~...... O 0 ~ . 5 ....... - 8 LF 12' AD -- 5 0.005 ` ° ' 79LP~125D _. ~ S 027050 335 -: .. ° 33 0 64LF D 5 0.0050 - 15 14 117 ' I 12 ~ WATBt F2 ~ ~ K LNG 10' WATER REUSE ' 330 ° E 13 v 10 6 ° &ING 325 f ~ WAT R MARS - ° ( ._ ...... 12' STEP MAIN x LNG ~ x-LNG 0'. WATER RELSE ~ _.Jf-LNG I } I 'STEP MAIN i 325 x LNG 320. CB 13 TO (B 12 CB 14 TO CB 15 NOTES: I. SEE SHT. N0. G-2 FOR GENERPI NOlE5. 2. SEE SHT, N0. G3 FOR H~JZONTAI lAY011T. 3. SEE SHT, N0. R-0 FOR STORM DRAIN NOTES AND STREET LON" STRUCTION NOTES. ' 4. SEE SHT.NO.R-IS.R-16.8-IT AND R-18 FOR CllRB RiiURN GRADING. 5. PIFE IENGTH5INDICATEO ARE TO GEMER OF CATCn BASINS AND MANHCIfS AND ROUNDED TO inE NFAPE5T f00T. C BUIL AS- T 6 ALLUTILfTYCRWSING5WITnLE55THANMINIMUM0IEARANCE.IYYICALLYIS', 0 D B En y, 7 O Y / O P 10. • ]FURTHER RF/IEW OF iHE 0E5 CN O TH E B 1NFlLTRATION SWAIES WILL BE AG7MPLI5nE0 BY THE qTY ENGINEER PPJOR TO LONSTRUQION OF TnE SWAIES, HORIZONTAL CONTROL WASHINGTON STATE PLANE COORDINATE SYSTEM a THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETN/ORK NGVD 29 PERTHURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0.837 - ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,DBr,uMBEZ o41oa REV1s1oN5 CALL UNDERGROUND LOCATE TWO DeslGw3wLD DESIGNED Br: TT DATE BY DESCRIPTION ROADWAY AND STORM DRAwIN~ No. avlL•rRANSPORTATON PLANNING•S TAHOMA TERRA DIVISION ' 1$IZ ~p 10131 NA.TW( REVISED PERCItt COMMEMS DATED 10124105 WORKING DAYS BEFORE YOU DIG ' I URVEYING WASHINGTON YELM DRAYMBr NA. TT 1119 NA.TWf REVISED PERCINCOMMENTSDATED1118IOS DRAINAGE SYSTEM 1-800-424-5555 4200 6th Avenue. Ste, 301 . N Z GtEGRID By SLC Iw2oo6 OPC aSBUaTS APPROVED POR CONSTRUCTION R-2 ~~ Laccq.Wa9hington98503 (360)493 6002 ~ ~ 5!2007 DPC REVISEDPERCITYCOMMENT54112I07 IMPROVEMENTS - ~, ', ~ (360) 493-2476 Fax SEC. 24, T17N, RIE Sy DATe. 512007 ar: DaTE~. DEVELOPMfNr REVIEwFNGINFSR Consulting Group A MASTER PLANNED COMMUNITY 8Y ~.~ I"- 50 TAHOMA BLVD. SHEET 9 OF 73 TAHOMATERRA, LLC oe SrarloNSS+soooTO la+oD.oo gPPROVALExPIRES, _ ~ ~ ~ 64 LF I z• a°s P 5~2~ I ~ ~ CIAO @ o.oos Fr~Fr MMER 3sLFIZ'AD5 Y ~~ o s~, ~" j i COOR~VE 2 @ o.oos FT1Fr ~ a / ~B ~, 9 ~~ T / + E'InR 4R9 5NE2T R~ 108 lF 12"AD5 r° ~_ ~ ~ /r 1 'P ~ ~ ~ INSTAU \ ~ ~ J PERD -I 3Duw @0005 FTIFT ,~ A ca\ ,• ~ ~~ J ~o.co~ 1~ 1~ ~: 6 R I9 ~gkCt) ~ ~-:-. ~~ .. "I;; . ~. i /~ ,. . ' :... ~/ ' ~ ~`•~.-25 LF I AD5- 12 - 21 20 ~, w r? •..,,~,~ L I 18 ~ 2~ a4 18 LF I,n "~~' r~~ ~ w"'- '•~'•~ CHB =324,00 I I ; _ -r~l' pQ m "' 18 L 12" I I L G _ Ql'F @0.0 5 FTIF~ •...• ' . • +• ~ n / ~ I r ~~ I B LF 12" AD5 ~(J5 Ffl ' I I ~ 22 @ .040 FHFr .. ,..: r N5 C" TAt10MAUTERRA ~ I, ~- ~~ I ..,~ ~ ~'~ 5LF12AD5~ 12~t,~ MASTER PLANNED. COMMUNITY ~ i I 34 LF 12 AD5 I ~ I @0.005 ~„v NCH 8TM=323.38 DIVISIONS 3 TD 8 ~ @D.oo3rTlrT~ G I C~ ~ "~$ r °~ 1 °~ "~~ ~ R~15 a 33'1 ~• 61 ~ EET SE I .. ONG~~RE STk CL TAHOMA BOULEVARD STA. 2 I +80.42 ~' SEE SdEEt SCALE: 1"=50 FEET END OF CONSTRUCTION llMITS END CURWGUTiER AND SIDEWALK LT b RT 0 25 50 100 - ~ TAHOMA BOULEVARD STA. 21+20.1 I CL LONGMIRE STRfEf STA. 0+00,00 ~ . TAHOMA BLVD. 150.00' VC ' : 125.00 VC I VPI STA = 25+50-. W - VPI STA = 21+65.00 ' '. 355 VPI ELV 33610 . ':~ VPI ELV - 33z.d1 . 355 ~ i 8 I 8 ~ I 8 am I N ~ ' 350 I wmTn I-0 U ml" N e M ,m~ m ~ -~ m n p v ~n '. wm~... i °~ m:" cni w m m .W o Z~° gl o + N m :. I 350 v to_ N L o m_'. I m m ~'"u _~_ Ic: 1 + m gl m ~_ .. F fR;FJ , r_ N ~' ~ aw < a I F > N ~ v J Bm~ p a ~q N a d > IO Q ;oII F i I I_ Po1 A + TFI- E ~ m ' L~ m3~ i w m w ~ ) t ~~ l m3_. N - aN w rl m ~ r y E D G r4 _,~:T`R % 1.1rAllr Y ... 345 ~~° U1wr , ~o UU ~ » ~' d S ~ - L L0.- > ~ ~~° . UI W F ~o UU a? » ~ U o ~ r 7 p; ~ S k- S T r) I ~ - _.. -. 345 _ _ T _ _ _ ~ 3 Q ~ ~ ,m- ~ N .u - ' N m ' 1 ~ II ~ ~N m 340 F } I- . Is - e ~ ,- I - _ ~ ~ gl~,l ' - 340 -- I; ~~ P fl ~ NPJ. ~ , NI Ill - ~ . 335 - I - _ I _ ~ T , ~ I F I UTURE ~ GRADL ,. 1z ~ I GROUND ~ ' - 12° UPRIPJJED ELBOW.. curoEF @ 33z.oo -- - - . _.. - 335 fiosow _ - +- -- - ._ _ -. _ .. I 30 I i - , -- I G~' ~ ~ - ~ --~ ~ ~ C~llLVERT ~ ~ ~ ~ - ~ ~ ;,, - I -u~dASU ,~ - nu - t ~ ~.. PRflP~EO GR,~ ~ ~~ ~ ~ ~ " ia6>f~G•ws @ocaa 30 ~_-- - - i _- - - - - ~~ , ~ I 112 {P,36"ADS ~ , I _~ ~ , .. 003 Pr1FT ~ ®0 ,~ ._ .... ) . .~ Y ; 325 ~ ~RO~"° _ TAHOMA BLVD 19` 5TF 0 -.- 12'AD5 II2LF36°af75 ' 'A00' T FT ~ 2~;55p ` )D~R~861F3E°ADS _ ~o~ , 325 ~ _ T Q0:0 05 PTIFT t I G i II mlp: °.= m ~. Lu.- ... N ~ m m v m ma ©'^.. .. mILU ''N o a N N'cv x,.r; ~'~" .ro'm ~ o.,. m ? v rv .mi _ 1f _ N n I. _ v o m~ _ 3 ~ m m y ~~.N32 38 m. ~. ~ N_._. m w, . m; -Im m ~: m Ao.. 320 im l , 'm lm l m m l ` ;. mim lm mim m m m m ' im im `m~ m m m m- 320 m m :m .m m ; m m ml m Iml m m m m l - ,m m I l 27+00 26+50 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 HORZ. -1" = 50' VERT. -1" = 5' AQUA SWIRL TABLE UNIT N0 1N1ET1017T1fT PIPE RIM ELEVATION . SIZE INLET ELEV. OUTLET ELEV. PIPE MATERIAL 4 12' 330.07 330.07 AD5 333.89 3 12' 328.05 328.05 AD5 333.20 STORM DRAIN CATCH BASINS 16 17 18 19 118 119 KEY MAP PNASEt J[(,.L9, I I/N, KI C, W.M. TYPE STATION OFFSET GRATE EIfV. 1.E. IN LE. OUT TYPE I 19+3857 32.12' R 333.28 330.78 (I 2" M TYPE I 19+3857 32.12' L 333.24 330.46 U 2" E) 330.46 (I 2' EJ TYPE I 21 +75.42 32.12' R 332.39 329.38 (12" E) 329.38 (12" WJ TYPEI TBD 32.12'1 332 AO 32969 (12'N4!)~ TYPE I f9+3857 51.06' L 334.02+_ 330.37 (12" W) 330 27 (12"5) WI SOLID COVER MATCB EX. 332.39 (12" Ej TYPE I 20+73.80 51.06' L 333.18± 328.38 f 12" V~ 328.38 (12" N) Wl50UD COVER MATCH IX. FOR STORM DRAIN CATCH BASINS 20.21.22 AND 23 INFORIdAT10N SEE SHEET R-4 r:wl'- I rl I P LF 335 ,' Lr 2 AC 0."'05 ... 64 . ~ ~•.. ~ ~ I NOTES: . SEE BHT. N0. G-2 FOR GENERAL NOTES. 2. SEE SHT. N0. G-3 FCR HCRIZCNTAL LAYOUT. 3. SEE SHT. N0. R-0f~. STORM DRAIN NOTES AND STREET CON- STRULTION NOif5. 4. SEE BHT. N0. R-15, R-16. R-I7 AND R~ I B FOR CURB RfNRN GRAINNG. 5. PIPE LEN6TH5 INDICAIYD ARE YO CENTER Of LATCH BASINS AND MANHCIPS AND ROUNDED TO THE NEAREST F00T. - 6. ALL UTILITY CROSSIIJGB WITH IE55 THAN MINIMUM CLEARANCE. MICALLY I B'. SHALL HAVE SAND CUSHION U15TAUED BETWEEN PIPES. 7, NRTHER REVIEW OF THE DESIGN OF THE BIPMFILTRATIOH BWALFS'MLL BE ACOMPUSHFA BV THE CITY ENGINEER PRIOR TO CONSTRUCTION OF THE SWAIES. HORIZONTAL COMROtr WASHINGTON STATE PLANE COORDINATE SYSTEM 6 TnuRSTON couNtt HIGH VERTICAL DATUM PRECISION NEPNORK NGVD 29 PERTHURSTON COUNtt HIGH PRECISION NENJORK CONTROL POIM N0.837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS 'GBNDMBER D41D4 REVISIONS CALL UNDERGROUND LOCATE TWO DE51GNreuILD n DATE Br DESCwPrION ROADWAY AND STORM DRAWING No. GIVIL•TRANSPORTATI°N TAHOMA TERRA DIVISION -182 DEBIGNEDBr: 10131 "A,TNR RE„'SE°PER`nY`°MMENTS°"TE°'a24'°5 WORKING DAYS BEFORE YOU DIG PLANNING•SURVEYING I ON YEL WA N DRAWN Br: NA, Ti IIl9 NA,NR REVISEDPERCIttCOMMENT500.TED1118105 DRAINAGE SYSTEM 1.800.424.5555 4200 6th Avenue. Ste. 301 M, INGT S Z enecaDar: 5LC 1012006 DPC ASBUIlTS aPPROVeD roR cousTRUaIDN J R-3 . I ~ Laccy. Washington 9H503 ddddd ~ 51X07 DPC REVI5E0 PER CITY COMMENTS 4112!07 IMPROVEMENTS ^ (360)493-6002 ~0~~11 SEC. 24, T17N, RIE {PA 5,2DD7 °ATE' ~ DATE: DEVELDPMExr REVIEW ENGwEER (360)A93-2476 Fax Consulting Group A MASTER PLANNED COMMUNITY BY I • ° BO' A rnnoMA BLVD. SHEET I 0 OF 73 TANOMATERRA,LLC La lE sc STATIONSIa+oo.ooTO21+80.42 APPRDVALExPIRES - - ~~ o ~ 7r ~ ~ 118 ' - 12 J TFk 32o udr. ` A~R F[-lY .. _.. I I ,..,TAP AN, n il'. ' .... _ 32u CB 16 TO C B 17 t0 C8,118 ROW - ROW -. ROW I ... LONGMIRB`STRffr TAHOMA ~NLEVARD COMMERCIALbRIVE 2 FINISH GRADE FINISH GRADE FINISH -GRADE s3o .- 1. I .. ' G51fL12'SD ~I .. t =o Doso 22 ~. . o 23 119 ` 8 21 20 , 5 i2 e e~ wAT~t- X IN O - ~ J 4' STEP I a WATER ~ I a WATER REUSE- 4'STEP X IN6 MAIN X-LNG , XdN6 r-~- 3 MAIN%•ING ~ ~ AS-BUILT , 5 0.0050" 320 ' 3 ~ I ~~o.~~s-_ I . ~~~~~ C622 TO C~23 TO LB 1 970 CB 1870 CB 21 TOCB 20 ~ LONGMIRE STREEL 5TA 0+00.00 7AnOMA BOULEVARD STA. 21+20.1 I \ TAI o HOMA TERRA F \ COMMERCIAL PARK UNDER SEPERATE COVER 1 * ~ ` 130 (31 e 4~°~ N 22 ~,`.N 0 ~ R-15 h 1 - __ CL LONGMIRE STREET STA. I +90.52 CE TERRA VIEW STREET STA. 0+00.00 MA BOULEVARD sEE s" Er R-3 TERRA VIEW STREET SE 75, 90 45 ~' ~ rp.~." SEE SNEEf R.6 •.:~ &&.• 30.1 '. J~ I a I I 56'R/ry I ~5S' ~~,7' ' l' \` INST L II C PER DETAIL 4- .9. E 5 EL -I Q ;~~. •4~ FUTURE TAROMA TERRA ~ ~~ , MASTER PLANNED COMMUNITY ~`~ DIVISIONS 3 TO 8 v - ~__,__ - -_ L ~~ -- _ Nr , =,. ~/~ ~ \\\ /// LI ~ ~ ~~~ ~ ~ ign ele p0 GO ~ Ill = 33D' AR ,,, ~~~ --. ® ,,,, .~,_ ;,, P '' I _' 30 .' n eY ~ '-- II LO GMIRE ST. SE de91g ' ~N "; '~ q G O _ - + 111 Q Ur 21 N ~ 22 F00 _ IA 6 w ~ z3 z W 24 .u: r ~, .,._ ~ N zs _ - -- U IIII ~ 111111 l1 111111 Q 111111 ~ 111111 111111 26 1A 120 l iii r POND CONSTRUCTION DONE BY OTf1ER5. SEE LONGMIRE STREET IMPROVEMENT PLANS. . _.. 6000' VG by OO;.VC VPI 5TA -0+63 00 VPI 5TA 0+63 DO _ ' _ ~ . ,125.00' VG _ VPI 5TA = 2+3D W i Iop.oavc ` VPI 5TA = 5+20.00 ... 'i' ... t`Ei4 031"'79 I ELV=33 t 79 VPI ELV = 337 BO VP(ELV-~ 336 36 350 ~ of , . 5 ... +I ~ +gl .. i..... _ . ~ I ...ol ~ g m rlgNV g 8 ~N ~ o I a~ g p g 3~+5 n m m !}N ~ m a e m ~ m ,xnl$ttm m m m ~ ~ av N ~ ID ~ ~ m N ~ "T -, ~ N L1Iv, : ~ m ~ .. o ~ N ,... ~ :... a. o _, ... ..... 345 om . ... -Q+RY + +a. Q 7 m + 0 ,+ m A' o h m . +" N +m a n1 ~ +m ~ ..., m ~ t ~ m l~ ll ~ II m ~ m II II m ~ m , + p0 am ~ m- II ..... a> ~~ w , t R'd dd>, < l u d> ~N Ua d> r J~91~~~ '~NU° I- a Nei a> ~Nw ~n > m > Q~ a N~ •~ d> n 9 ~ Fy . a>. .~~~ .... 3Y+0 kk ~~.uu d~l`o~j ~a mw Lk u~u ~la> W ~~ EE ~>.~S ~k~ ~ 340 r PROPOSEDr~. . ~ ,... E _.. t / GRADE .. -... I - \ oso~ - _ . 335 _ ~ \ L fXISIINCt ... 335 ... . ~:, ' ... 'GROUND .~,; : .. .....,... ~_,. ~. ..... __ _ 3 ,. ...... I I 2 0~° -2.~ I A.(= 12' AD5 5D, 5=0005. ~ O ~ .... 330 ~ ..., .. ' - , 330 ° . ® .., I 6 [ © ~ ' 325 ~ ®, LONGM~ RE ST. SE ~ 325 I ... ~ Ul d... 0i N. Om - N N _.0? N.N ~N. N ~ urn ~ O •a ~!. ~ N O N Q.N N, N p:.. mr O hI ~ ~, rN :.. .m m .. ~. 320 ;... ~ m m, ~ m m m. m m _ m m Im m ...;m m m'm m m m,~!...... m m. ~.m _ ~ 320 -I+00 -0+50 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 HORZ.-1"=50' VERT.•1"=5', SCALE: 1"=50 FEET 0 25®0 STORM DRAIN CATCH BASINS s e~'r ranorna eEVO. ~ _ L ~SF~~ y 99TNIgVf. Sf T'~.PNASEI - 99i11i V/qy SE z ~ PHASEt ~ Ioom gVE.lsE ~ ~t WG'g F / iREfi 5E KEY MAP 5EC.24, T 17N, R I E, w.M. TYPE STATION OFFSET GRATE EIEV. 1.E. IN LE. OUT 1YPE I -0+54.43 17.64' L 33 181 328.92 (I 2" 5) 328.92 (12" E) TYPE I -0+54.43 17.64'R 331 81 ~ 329.10 (12"51 329.10 (12"N) TYPE I 0+54.43 17.15'1 331 82 329.82 (12"5) TYPE I 0+54.43 17.15' R 331.82 329.65 (12" N) 329.65 (I 2" W1 'll'PE I 2+46.14 15. 12' l 337.05 332.22 (I 2" N) 332.22 (12" EI 'fl'PE 2-48" 4+94.14 15. 12' L 336.04 330.97 (I 2" VQ 330.97 (18" 5) 330.97 (12"N) TYPE 2-48" 4+94.14 15.12' R 336.04 330.82 (18" N) 330.82 f 18° B) TYPE 2 A8" 5+50 15.12 R TYPE I 20+70.43 55.23 R 333,00+ 329.25 (12'E) 329,25 (12'NJ WI SOLID COVER MATCH EX 33081 (12'WJ FOR STORM DRAIN CATCN BASINS 18 AND 19 INFORMATION SEE SnEEf R 3 FOR 30 AND 31 SEE SHEFf R 6 ~ ;. ~ ~ Row I R~.V: ,~,, IJ`vli C r `T Y' i)U1 C ', i.1ME ~L H~~ _ -~ m3S -- ~FI II SKAJE FI`.'ISt "'aCS : PINISh ' I GRADC ..L.., .. .. 3. ' _L _.. ,.o2.c o ~ .. ~~o~ IS o 32 r ,STEP ~ _. ° 4 ;T[r~ _ .::. ,lay: ~ ,TI i~ 1E h ,P IIJII add" 4" sTe~ .~ ..ING MAUI. ' ING -. 3AIf ~^S I 'alr..l'LL°s^. 320 ~~ -_ 5-0.005i$ I .. ,.. .. ... 5 > 0050 822 TO C823 TO CB 19 TO C818 TO CB 21 TO CB 20 m 1 i P L: 34' Y~'f,` ~°N I1 1 ,11 ;P.r'. 33E I 1 { LF ~eL 2641 p 33C O ~ INU ~ 2 6 4 STrP X-(NG . uG I$"$D~ P,OND BOfTUId ,._, 1325 S 00050 IEVEL 3870 CB 25 TO 0826 I .SEE SHT. NO G2 FOR GENERAL NOTES. 2. SEE SHT. N0. G3 FOR HORIZONTAL N1Ll7T. ' 3. SEE SHT. N0. R-0 FOR STORM DRAIN NOTES AND STREFf CON- STRUGTION NOLFS. 4. SEE SHT. N0. R 15. R- 16, R 17 AND R 16 FCR LURE RETURN GRADING. C A -BUILT TEOA~OCEMEROFGTCHB0.51N5ANOMPNH0F5AND NDI A V A ~ ROUNDOTOSt1E O / O ~ ~~NGE. 11"FICALLY 18', I M AL L '•F WA VE SAND QI5n10l1 IED 6ETWEEN PIPES SnALL S NORIZONTAL CONTROL W0.5NINGTON STATE PIANE COORDINATE SYSTEM 6 TnuRSTON couNnnlGn VERTICAL DATUM PRECISION NETWORK NGVD 29 I PER THURSTON COUNTY nlGn PRECISION NtIWQRK ' CONTROL POIM N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS 'D6"DMSER D41D4 REVIBI°N5 CALL UNDERGROUND LOCATE TWO A o DESIGWBUILD ~ Tr DATE BY ~ DE5CRIP~ION ROADWAY AND STORM W w~NG N DR . CIVIL•TRANSPORTATION pp TAHOMA TERRA DIVISION - ~ aZ ~' DFSIGNEpey: 10/31 NA,TWf REVISED PER CITY COMMENTS DATED 10/24/05 ORKING DAYS BEFORE YOU DIG PIANNING•SURVEYING I YELM WAStIINGTON DRAwxDr: NA.Tf 1119 NA.N/f REVISED PER CITY COMMENTSDATED I I/8105 DRAINAGE SYSTEM 1-800-024.5555 4200 6th Avrnue, Ste. 301 , N = cnfcrcEDar: 5LC 1012006 DPC ASBUItTS aFrROVED F°R coxSTRUCnoN R-4 ~ ~ Lacey, Washington 98503 ~ 512007 DPC REVISED PER Cltt COMMENTS 4112J07 IMPROVEMENTS a ~~~~, (360)493-6002 SEA 24,TI~N,RIE ~ 5,X07 DaTE. Dy: D TE: DEVELOPMENT REVIEW ExcIUE~R (360) 493-2476 Fax Consulting Group A MASTER PLANNED COMMUNITY BY r = sa tONGMIRE 5T. SE ShiEET I I OF 73 TAi10MATERRA,ll.C ae sue: STATION50+00,00T06+00.00 aPPRDVaIrxFIRES, %„ ~~~ v - r CL LONGMIRE STREET STA. 7+91.76 rL FUTURE ROAD STA. 24+05.59 ~,.. ~; ` O +~ ~~ - LLQO ~'--- ~_ _-' W _ _ ~ 00 i_! i 00 i 22 ~ •~ h~ 96 5 r,~..F.. -----r-- ------I- ~ LONGMIRE STREET STA. I 1+83.31 CL TERRA GLENN STREET 5T0.. 28+43.43 TERRA GLENN STREET 5EE SHEET R-8 _ 25.5' 30.5' In 56fRAV ~ _ ~ m N m~ ( jI -N ~ ~ a~ I Nj R-16 8 NI w Q .: + ~ J ~I~ ® t - I--- - ~--~--+--y- +00 ~ a ; 9+00 ~, t ;~ 10+00 ; 5 ; I _ 11+00 m_ 18"AD55D PIPE INSTALL TYPE III BARRCADE PER DETAIL 4-5.9. 5EE SHEET R-14 "'" "»'~ E FUTURE ROAD R- I S LONGMIRE ST. SE 0~ ~N - _ _ i' __ _~ z9 /t3+OD ' '~ 0 _ ~- ~ ~ ~ ~ 12+DO `~ ~9' ~ z Z F E' O U I W Vi ~ Z ZZ O T ~ / FUTURE ROAD w EXISTING 18"ADS SD PIPE IXISTING 18" ADS 5D PIPE INSTALL TYPE III BARRICADE PER DETAIL 4-5.9. SEE SHfEf R-I4 HORZ • 1" = 50' VERT, -1" = 5' SCALE: 1'=50 FEET D 25® D r~~ Fz~ L_J 27 F5~ L_J 28 L~J 29 L9J ROVJ FINISH 3y5,' '. GRADE 340..: f ..L........... i...... Vl,l._ .. I I_.., .. i2B ~~-__ c-INGJ ~ !.... 12'SD W50 4'STtP ............ X-1NG :. CB 28 TO G05 NOTES: I .SEE 56T. NO. G-2 FOR GENERPL NOTES. 2. 5EE SPIT, N0. G-3 FCK nOR13IXJTAL IAYCLif. s, SEE snr. No. R-o FOR STORM oRUw NOTES AND sTREEr coN~ sTRUCnoN xolFS, 4. SEE SHI. N0. R-I5, R-16, R-17 AND R-1B FOR CURB RETURN GRADING. AS-BUI T NDI EDA RETOCENTEROFCATCnBA51N5ANDMANxIXfSANo C fl L ~ ~ ~ NDEDTOTBE RO O~ / O / 6. N.L UTILRY LROSSINGB WITn LE55 TBPN MINIMUM CIEARANCE. MIUNIY 18", BNALL HAVE SAND GUSn ION INSTAIIED BETWEEN PIPFS, HOR120NTAL COMROL: WASHINGTON STATE PIANE COORDINATE SYSTEM d THURSTON COUMY HIGH VERTICAL DATUM PRECISION NtTNORK NGVD 29 PERTHURSTON COUNTY HIGH PRECISION NELWORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS 'DB"°MBER' o41D4 REV151°N5 CALL UNDERGROUND LOCATE TWO DE51GN15UILD '~ DnrE er DescRlPrloN ROADWAY AND STORM A DRAwIN~ No. CIVIL~LRANSPOP,TATION TAHOMA TERRA DIVISION -1&2 ~' °~1GNEDBYi 10131 NA.TINL REVISED PER CITY COMMENT5 DATED 10124/05 WORKING D YS BEFORE YOU DIG - PLANNING~SURVEYING DRAwN BV: NA. Ti 1119 NA,TU/r REVISED PER CItt COMMENTS DATEDIU8I05 DRAINAGE SYSTEM +-eoo-aza~555 I ~ 4200 6th Avenue. Ste. 301 YELM, WASf11NGTON = cneercEDBY, 5LC Ia2006 DPC A55UILT5 APPROVED Fox coxsTRUaION R-5 fatty, Washmyton 98503 F~ ~ 512007 DPC REVISED PER CItt COMMEMS 4112107 P E NTS A (360)493-6002 ~1, SEC. 24, T17N, RIE ~, 5)2007 DATA BY: D IS: DEVELOPMEUr REV¢w ENGINEER (360) 493-2476 Fax Consulting Group A MASTER PLANNED COMMUNITY BY I• = so' LoNGMIRe5T.5E SHEtT 12 OF 73 TAFIOMATERRA, LLC m scAa. STATIDN56+00.00 TO 13+31.51 APPROVAL~PIRES: STORM DRAIN CATCH BASINS CATCH HA51N AND LATERALS I, 2, 4, 5, 7 AND 9 CROSSING ARE IX15TING. 5EE LONGMIRE STREET ROADWAY AND UTILITY IMPROVEMEM PLANS. TYPE STATION OFFSET GRATE EIfV. LE. IN LE. OUT FX15T, TYPE 2-48" 6+75.00 15.12' R 338.46 333.64 Q 8" E) 333.64 (18".5) FAIST. TYPE 2-48" 7+40.00 I5. I2' R 339.47 333.97 (18" E) 333.97 (18" WI 333.97 (12" N) TYPE 2A8" 7+59.51 15.12' L 339:78 334.15 (I 2" N) 334, 15 112" 5) IXI57. TYPE 248" 8+46.92 15.12' R 340.87 337.8G (18" E) 337.86 f 18" M9 IXIST. TYPE 2-48" 10+30.00 15.12' R 341.83 338.41 (18" E) 338.4) (18"WI 338.81 112" N1 TYPE I I 0+30.00 15, 12' L 341.83 338.96 (I 2' S) EXIST. TPE 2-48" 12+27.50 15,12' R 342.82 339.41 (15" EI 339.41 (18' VG 339.68 (12"N) TYPEI 12+40.00 1712'L 342.85 339.85(12'5) IXIST. TYPE 2~8" 13+13.00 15,12'R 343.25 339.66 (18"E) 339.66 (IB'VG AS-BUILT O~/O~ SCALE: 1"=50 FEET 0 25® STORM DRAIN CATCH BASINS iAHOMA & I, 99TXiAVf 5f ~''.PNASEI~ : 99TH WAYSE PHASE 2 ~~~-,~ R-GI S ` I I I~ I ,, )N 1; I t' LOpG~3RE 3 RREBT SE I o1 I ( i 1 ~) +I / I ti~ I r I, F ~ ~ U~ I ~ I ~ (AT } q~ sar ~ ~~-t_.~--- I ~I fL TERRA VIEW STREET STA. 2+44.1 I C{ I LOTH AVENUE STA. 0+00.00 §°' N ~ ~' ~ I ~ ~ ~ . S Ct TERRA VIEW STREET STA. 4+96.67 Ct 99TH WAY STA. 0+00.00 C3 ~ ~ "' ~ ft TERRA VIEW STREET STA. 7+60.73 CE 99TH AVENUE STA. 0+00.00 (~ >~ ,~ f~ N Q.P .T"°' y''"':.... - - _ ~ _ 6++DG ! 36 - -~+<1~ ~ 38 ~ •'~\ 1 ~O ,T~. J... 33 ~ ~\I / 00. _ ~ ~' 0) /~ ~ 34 SD - - 3` 1+ ~ ~,_ ~ _ X32 ^ _3 O _ ~ ~ 4+0 - - 1 ~ L nDn D~ ~ 39 ~e Q' -_- -_ -_ __ I` __ -- 4-~--~ +. 61 I A ~ .a ~y 168 67,1 Y"\` ~ ~O~ _ -~.N ~ ~ I i62 I i R-I,~ ~ r~ ,.~ III I ;i I~ ~~~ u ~ I d 52 5 I R,~ '' Gam,, I~ ~~ ~ I ~ +L ~~I. I _y ~ I ~ ., .s ,„, Iii ` I I ~ ~ ~ I +! ) I ~ nl '. X05 -~ ~S I 1'a~ qa9 ~ ~ ( T I ~~~. OI I 25.5' 56' ~ , ~' ($1 Q7 ~•d _ I 25,5• UE SE I I pVEN ,' +} I 1 30.5' H I !, Q o I 56' pN,' ~5.5' 99 SFf SHEEP R I I 305~56'R'W 99 ~~9WAR ~E ~ ~oN~GMNRE~sT~~ sia i ~eo ~ 100TH AVENUE SE TERRA VIEW ST. SE 355 ~ - co.oavc loo.or~vc ' ~-- ~ loooavc ~ -- ~ ~ 8i . ..... 355 ~~~~ Ni VPI STA=t5+46.00 , VPI STA=2+44.11 VP15YA=4+6000 gl ' .-. ml I ELV=335.37 .. .VPI ELV=337011 ;. .-? VPI ELV=385.43 +I ...-,... m I ° 350 - Irl$ tp m ~ ~ m v, • ....m m~o Wr^ L"o m a m + ° ~ R ^ ~ N m -. ~ . ~ ~ o - m N ~"u m:$ a m; .7 - ' n ~ . ., ~ Nm ~ ... g <- ..... p 350 N I II m> o W m + ~ ma m m + N m m N m v m ~ ~ m$I fl 4 m oo m lV ~ m N .... ~ e .... -.~la ~ II II >n a oi ~ II ~ p. m h :LQ II 3 h a II 3 0 >II a II II Q II ~ Q ~ ° > v md a E III .a o ~ >h ~ .+m ~ m ... m m ~,... 45 ; I .. X0 ....gi ~, ~ N 0 ,, d. ~ w a ~ < ° ~ ~ ~ ' ~ ~ w ~ + N _:Ia w ~ Q R ~ ~ d ". ~ ~ ~ lua u ~ H an ~ ... w;.~B , .~ ~ ~u vl o w B ~~ B . 7 _.. <II ~ ~<.. ~° 45 m ..... m > > , ~ > > > > > CI ~ .F N = > > > ~ - ~e ~m + > 0. m z .... . ml _.. L p w4 .... d. .. + N ` m } ,.al m - _ ..... Z l p ~~ m . .._ ... 340 . ti ~ > " 340 . -_ .... .EXISTING - J ~ROU~m / _ , ;_ _ _ _ __ 1.27ffi %... _ __ 5 33 _ . •0?3 _ 0.56`R 335 5 2%_2 oa3~ ~ - ~ - _.. ` 'PROPOSED ~ GPADE ~ - D 4 IT lE 12'AD55D 5=00056 4 ... ~ 330 , , J- o TERRA VIEW ST. SE _ ~ _ . _.~ . _ . ~ -.., ~ 15 ~_ :. 1 ~, I z•_ADS sD s o ooa 330 [~ 36 t6 LF 12' AD 5 50 5 0005 -. _.. m N.... N:~;_. .m i0- N.n .: N m OJ - m 7 N 7 . ..p <m ..'......m Q _ 7 ~ N 0 O tD m 4..111 h W .N d' ©..~; _ N~ . ~'ifl ... m.~~,. m T m l0 N _ N .N ~' ...- m N _ V m' j., N ....:t` ~ '.n .0.`r. m%,II1 mlm N ~... A.S?., .O. < N. 325 Mimi - m-- m,.._ m m ''.. m m'm m m ro ...._. m ..; m.n m Im `~ ' m m°~ m.~. m mlm m' m.m :m'm m m . _, .m,m m m !m m mm ;ml° ,^~ m_ m ....m. ' 325 m ~ m ^3 :m m m m:,, m ~'. m ~'. m .- m ., m .. m ~ :m .. '.m... :m.m : m . m -0+50 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 HORZ. • 1" = 50' VERT. • 1" = 5' NOTES: I .SEE SHT. N0. G-2 FOR GENERAL NOTES. 2. SEE SHT. NO G-3 FCR nCRIZONTAL IAYOU(. 3. SEE SHT. N0. R-0 fCR STORM DRAIN NOTES ANU STREET LON-STRUCTIpJ NOTES. 4. SEE 5HT. N0. R~ 15, R~ 16, R-I ]AND R-18 FOR CURB REfURIJ GRADING. 5. PIPE LENGTHS INDICATED ARE TO CENTER OF GATLn BASIH5 AND MANHOIES AND Roun°eD ro mE NEAREST Farr. 6. ALL1nILlN GP.0551NG5 WITH LE55 THAN MINIMUM LIERRANCE, TYPICALLY 18', snAnnnvE snno wsnlai INSTALLED eErv.9EN PIPES. noR~zoNrAL coNTPOL: WASHINGTON STATE PLANE COORDINATE SYSTEM 6 rnuRSTON couNtt HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK + CONTROL POINT N0.837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS 'oB"nMeER D41D4 REVI51DN9 CALL UNDERGROUND LOCATE TWO DeslcwBUaD f n ~ DATE BY DESCRPrION ROADIIVAY AND STORM DRAwINC No. CIVIL•TRANSPORTATION TAHOMA TERRA DIVISION -1&2 F.p D6"' "N 10131 NA.TWT REVISED PERCITY COMMEMS DATED 10124/05 WORKING DAYS BEFORE YOU DIG PLANNING•SURVEYING I YELM WASHINGTON DRAwNer NA TT 1119 NA.TWf Rc'~/ISEDPERCITYCOMMENTSDATED1118105 DRAINAGE SYSTEM 1-800.424-5555 1 42006th Avenue. Ste. 301 , Y cneeNEDer: SLC 1012006 DPC AaBUIL75 AwROVeD roR CONSTRUCnox R-(,` L~ Lacey. Washington 98503 ~ 512007 DPC REVISED PER CITY COMMENTS 4112!07 IMPROVEMENTS V ~~~~~~ (360)493.6002 SEC 24,T17N,RIE ~' 5,2007 °ATf' BY DATE., DEVELOPMEHr REVIEW ENCwEER (360) 493.2476 Fax Consulting Group A MASTER PLANNED COMMUNITY 6Y r = sa TERRA vlEwsT. se SHEET 13 OF 73 TAHOMA TERRA, LLC m scAlt. STATIONS o+00.00 To 9+00.0o APPROVAE IXPIRES: _ _ 30 31 32 33 34 35 36 37 38 39 KEY MAP N i.5. 5EC.24. T I7 'TYPE STATION OFFSET GRATE ELEV. LE. IN LE OUi TYPE I 0+58.44 17.62' L 335.18 332.68 (I 2" 9 TYPE I 0+58.44 17.62' R 335.18 332.50 (I 2" Vq 332.50 (12" E) TYPE 1 2+30.00 1 1.39' L 336.54 333.04 LI2" H 333.04 (I 2" ~ TYPE I 4+66.65 17,62'L 335,22 331.81 (12'E) 331,81 (12 W1 TYPE I 4+66.65 18,33'R 335.19 331.99 (l2 E) 331,99 (l2 W1 TYPE I 6+45.00 17.62'L 336,09 333,59 (12 EJ TYPE I 6+45.00 IZ62'R 336,09 332.97 (12 N) 332,97 (12"51 333,41 (12"W) TYPEI 7+25.47 17.62'R 336.54 333.35112"E) 333,35(12"5J TYPE I 8+42.50 10.12' L 337 41 334.80 (I 2' SE) 334 80 112" NW7 TYPE I 8+42.50 10.12' R 337,41 334.90 (I 2' NN7' 334 90 (12° NE) FORBTORM DRAIN CATCH BASINS 1 I AND 15 SEE SHEET R-2, FOR CACTCH 6ASIN 17 SEE SHEET R-3, FOR 24 INFORMATION SEE SHEET R-4 FOR 51 AND 52 SEE SHEEP R 9, FOR 61 AND 62 SEE SHEET R 10 FOR 67 AND 68 SEE SHEEP R I I ~ ^r GrMIRE r .~ ROW TRFt'T RUA' ROl 7ERkA VIEW ~' TAY OMA - II kkA Fw • ' - •.... _. BOULEVARf ~INI5,11 GRAI~F _~ lu `, _~4~ 32` 340 -_"_' ~ Fur Y.;F.D ,_ F r 5 ~ ' u LF~12°sD ~ ' - ~ 9 0 X50 - 3 ~ ... a~~ ~~_ ~ ~ .. h' - _ _ Jt TI R~ xN~ _ _., 32` 330 ... _~ ' 'aIF_ ~,tiL - - ,~,. F lCP_ a Q, C_" ~.II ~I - .. .... '. -. - ' :..'. ., L STET .i.. .... 6 kr z~ ~ IN_ 320. ''. '. 325 ' 5 00050 ' CB 3070 CB 31 TO C824 CB I7TD CB 118 TO C832 TO CB 52 L ~ ' ~ ~. ' ~ ; _ .. ROw e F'): P FC: -~ STAN( MA T`=R I P - r In E.'~~: - 341! NII I. F~;.F .- Frl 112-~'. fIN ,,FI GkADE _. . . I,~I r ~ _ ~ ~; ~ ~ L I__. _.~_ .-r.- .. __ _ ~~ . I ~ ' I'.I' 15 9. 33v .... .~ _ 36 33C~ , 35~ I' F :. 1)5 ,._ .. ' 1b 1.17 ~-R.. ~4LF-I<2~D~. 8 v I R - I ... .. _ 2„5751' _. ' 79LF 12"Sf) > II. ~. 5-00050 34LF c STEP . X.ING x0 ~ ~.. - ...... TC 3 rF I'K1 ~` 5 " IJG s 0,. 7` ' .... ' 20LF;.~125D.. N 32. -fNG 5 UO.:SJ .. x5 325 ~5-00050_. CB ISTO CB 11770 CB 33 TO CB 34 TO CB 62' CB 35 TO CB36 CBIITO 0838 TO 0839 ~' r' 7 S`/~<c FFO~STq 70 G ~ i ~GXOO °o TERRA VIEW ST. SE ~ TERRA VIEW STREET STA. 15+08.69 fL CARLY LANE STA, 0+00,00 O O O O + ~ ~ ~ Q ~ ~3 .o Z W 40 ~ N 41 L 42 U Q 360 I co ca vc 360 _VFIEL`V ...343:0©. .. ._. _~ ~ _ .m ~ , ... .... 355 g ' m + m m ur 8t m ol ro ~ ~ I", " ....-. i ' 355 8(° '+ ... . y m :. -_._,. ._ _ .. .. _.. ~O II h OI m p ~ : 350 ... ~wQ ° ..° ._. ~ ? ~II`1109 = = k k 350 N _, I m .... ' _ ,, ~I II 0 345 .., u1n w , 395 'I .. '. IXISTIN6 „~.~ ~ ~ _ .,. ....< ° ' GROUND _ _ - / O S% 340 . _~~----- --- ~ _ - - 1 saw: 340 ',-- - osaa .... I -PROPOSED CE GRADE O ' ~ 335 .., ., 0 . ' . . , . 335 ®. _ . . ,~ °... ® . 330 .° - TERRA _. VIEW _. ST. SE ~ ' s3o .... 51 LFp-i2'AD55Dr5~.0.005 ;,. ,..... -.- ... ...... _ ~.. ...... 01 N la uT .Y ~ O O A m Y u1 01 ~ O rE m ^ N 1n' 'O ;Q N t` N N m :Ol ~ FG Oi Nim ~ P v nt`° A7 v! N m .... -_ m .N R1 m^ m `h r ~ : .r ~. .- C- :_ Y1.~ ~~ -,N V 7 ~.. 325 m . m;m - ~ m m ~ m m'm m .:. m m m m m~ m!m m m, ml m ° m m m m m m .. m m' - m'm m 325 m m m:~ ro m„ m„ m : , , 9+00 9+50 10+00 10+50 II+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 HORZ.-1"=50' VERT.-1"=5' SCALE 1'=50 FEET 0 25 50 100 S70RM DRAIN CATCH BASINS }A T-r- SF 991,..,...5E PHgSE 1 ~ 3 99TIIIWAYSE z ~ PHASEY 9 u born AVt.:'se ~ L~ STRF£l 5E KEY MAP N T.s. BEC.24, T 17N. R1 E, W.M TYPE STATION OFFSET GRATE.ELfV. tE IN LE OUT TYPEI 10+00.00 IZ62'L 338,33 ~ 335,83 f12"5E) TYPE I 10+00.00 17,62'R 338,33 335.65 (12"NE7 335,65 (12'SWJ TYPE I 13+00,00 17.62' L 339,83 337.33 (12' S) TYPE I 13+00,00 17,62' R 339,83 337.15 (12" N) 337.15 (12' S) ' F~ P~, i UL AR 5T'~,M.. ~L~ 34C S `- s PNI Lt . d ^~.CL 335 ~ .,.: I z 10 j; AI ~ I ,.. .~~~: , 4 o nl„ ._ c30 I L 9 E 33 ~ I '~" i P 43 ANC IN ~ , LP Z "" I [ I Z^Sp i '2 5TE ' s raso -x.ING. ,., , ~ ,~ 1 ..POND BOTTOM. .. 32G : 330. '- ~.LEVEC: 332.9 CB 40 TO CB 41 CB 42 TO CB 43 NOTES: I. SEE SHT. ND. 6-2 FOR GENERAL NOrFS. 2. SEE 5!IT. N0. G-3 FOR HORRONTAL Nl'CUr. 3. SEE SM. N0. R-0 FOR STORM DRAIN NOTES AND STP,EET CON STRUCTION NOTE> 4. SEE SnT. N0. R-I5, R-16. R-17 AND R-18FOR CURB RETURN GRADING, 5, PIPE IENGTH5INDICAT~ 0.RE.T0 CEMER OF CATCH BASINS AND MANnOlFS RND RouuDeD TD mE NEAREST Foor. 6, ALL UTWTY CROSSINGS NAM LE551HAN MINIMUM CIEARANCE, TYPICALLY 18", SHAll HAVE 5AND CUSHION INSTALLED BEM~EEN PIPES. AS-BUILT 04/07 HORZOMAL CONTROL: WASNINGTON STATE PIANE COORDINATE SYSTEM a TNURSTON COUMY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNtt NIGN PRECISION Nt~INORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS 'OB"DMBER °"a4 REVI51°N5 CALL UNDERGROUND LOCATE TWO DESIGWBUILD TT DATE BY ~ DESCRIPTIONS ROADWAY AND STORM DRAWING No. ava•TRANSPORrnnoN p TAHOMA TERRA DIVISION - ~ a2 ~' DesIGNEDBY I q31 NA.T1Nf REVISED PER CItt COMMENTS DATED 10124/05 WORKING DAYS BEFORE YOU DIG PIANNING•SURVEYING I INGTO DRAVM an NA. TT 1119 NA,TWT REVISED PER CITY COMMENTS DATED { 118105 DRAINAGE SYSTEM 1.800424-5555 42006th Avenue. Ste. 301 YELM,WASri N N ~, cnECrcEDSY: 5LC 1012006 DPC A58UILT5 AFPROVeD FOR CONSTRUCnON R~7 R I! ~~ Lacq,Washington98803 5(2007 DPC REVISED PERCINCOMMEM54112107 IMPROVEMENTS ~~~~~~ (960)493-6002 SEC. 24, T17N, RIE 512007 °Ah' Br: DATE: DEVaOPMENr REwEw Eucw~R (360) 493-2476 Fax Consulting Group A MASTER PLANNED COMMUNITY BY I^ = sa TERRA vlEw5r, sE gryEET 14 OF 73 TANOMATERRA, LLC oe scnlE: sTATONS9+oa.ooro 17+DD.oo APPROVALENPIRES, STORM DKAIN CATCf1 BASINS TYPE STATION OFFSET GRATE ELEV. I E. IN I.E. OUr 44 TYPE I 17+31.64 32.20 L 341.25 338.75 (I 2' SNq 338.75 (I 2' NEI 45 TYPE I 17+36.69 17.62' R 341.54 339.04 (12" NE) 46 ME I - 22+01.21 17.62' R 339.09 336.59 (I 2" E) 47 TYPE I 22+36.66 17.62' L 338.85 336.25 (I 2' N) 336.25 (I 2" El o Irz"Bl TERRA GLENN STREET STA. 19+86.40 CE 99TH AVENUE STA. 8+80.03 f TERRA f.I FNN STREET STA 77+37 47 Ch TERRA GLENN STREET STA. 24+93.43 CE IOOTH AVENUE STA. 9+14.45 SCALE: 1'=50 FEET 0 2s so too CL TERRA GLENN STREET STA. 28+43.43 fL LONGMIRE STREET STA. I I +83.31 B R-IB HORIZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM 4 THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POIM N0. 837 ELEVATION 349.235 NOTES: HORZ-1"=50' VERT.-1"=5' I - ~~. ~ . R :: (Dl't ~-FIIJI h ;BADE I=~I h e r I ~a r_ u,l ~I fl ,eo ~,~;~Ar r rn- ~ I~ &1, ._ _;. .._ ....,.,o ~l2"S`'~ ~ 0. 29 0 OZ 5 ... ~ 9 ~ ~l L2 'TE ... r :,.r r~ Irlc .~. 3." J ~~4< i I 330 I L 1250 GTF N~ ~. 0a6A-' L;~L roND ~rroN ~ _D L , LEVEL 13,2 _ _ OIJL C. ~M _.. ; _.. 4i LEVEL 325 CB 44 TO CB AS CB k7 TO CB 46 AS-BUILT ~4~~7 I. SEE SHT. N0. G2 FCR GENERAL IJQIEB. 2. SEE SHT. N0. G3 FOP. HOPJZONTAL LAYOUT. 3. SEE SHT. N0. R-0 FOP. STORM DRAIN NO7E5 AND 57REET CON STRUCNON NOYES 4. SEE SHT. NO. R~ 15. R~ 16, R~ 17 AND R~ I B FCR CURS RETURN GRADING, 5. PIPE lENGiHS INDICATED ARE TO CENTER OF CATCH BASINS AND MANHIXFS AND ROUNDED TO THE NEFkfST F00T, 6. ALL IITILfIY CRCS51NG5 WITH If55 THAN MINIMUM CIEPRPNCE. l7PIfAl1Y IB', SHALL HAVE SAND CUSHION 1NSTALIED SEMEfN PIPES. ROADWAY AND UTILITY IMPROVEMENTS JGBNUMBER: aalo4 REVISIONS CALL UNDERGROUND LOCATETwO IN R DESIGWBUIID ~ ~ TT DATE BY DESORPTION ROADWAY AND STORM WORKING DAY I G NO. D AW CIVIL•TRANSPORTATION p TAHOMA TERRA DIVISION - ~ S~2 ~'tQ DE5IGNEDBY 10/31 NA.PNf REVISEDPERCITYCOMMENTSDATEDIOI24105 S BEFORE YOU D G PIANNING•SURVIYING I T DRAwNBV: NA. TT 1119 NA.TWf REVISEDPERCITYCOMMENTSDATEDIIIW05 DRAINAGE SYSTEM 1-80024.5555 - 4200 6th Avenue, Ste. 301 YELM, WASHING ON Z cneeREDBr sLG 1012006 DPC ASBUILTS AFFROVeD POR CONSiAUGNON R=8 Lacey. WashingCOn 98503 ~ ~ 512007 DPC REVISED PER Cltt COMMEMS 4112107 I eY `~~~j, (360)493-6002 SEC. 24, T17N, RIE {IA 5)2007 oATE~. Y : °nrE: DEVELOFMENr RerIEw ENGINIZR ^^ (3601493-2476 Fax Consulting Group A MASTER PLANNED COMMUNITY BY I„= 5a TERRA GLENN 5T. 5E SHEET 15 OF 73 TAHOMATERRA, LLC m BcA~. STATIONS I7+OO.DOT028+43,43 ArFROVaLIXPIRFS: FOR STORM DRAIN CATCH BASINS IXISTING 7 AND 29 INFORMATION SEE BHEET R~5 99TH WAY SE 100TH AVENUE SE LONGMIRE STREET SE 99TH AVENUE SE sEE snEEr R-s SEE SHEET R-I 1 SEE SHEEP R-1 D SEE SHEET R-9 TERRA GLENN ST. SE TERRA VIEW STREET SE ¢ I o0m AVENUE STA. o+oo,co ~ I o0m AVENUE sTA. z+33.19 SEESHEET R-6 ~ TERRA VIEW STREET STA. 2+44.1 I CL TAHOMA CT. STA. I +70.00 , 30.5' 255' ~ ' 56' ' I fU I GOTH AVENUE STA. 7+48.45 CU TERRA CT. STA. I+87.75 ~ IDDTH AvENUE sTA 4+9z.4s TERRA GLENN STREET SE COLE Cf. STA. 1+87.83 SEE SHEET R-8 ~ I OOm AVENUE STA. 9+14,45 ' ' CE TERRA GIFNN STREET STA. 24+93.43 25 5' ---X30.5' - 56'WW--{. ~ I r~r~ 2 . 30 -25 w 'J ` { U N ~ € o +I 1 'I~` I 129 133 134 135 135 137 138 139 't0 ~~~ 1 2 1~3 144 39 33 ~ $7 ~5 84 0l it 1 4€ I t ~,. O I 1 {' O I I _ 0 114 1 1 128 ~ D m~ , I F: I R-16 N __ _ __R 6 _-__ r'_nE~~ __ __ R 6_ -_ __ -__ ~1 g e I .. ~__-__--_ __ - __ __ N~ ~ p - I - __ __ _-_ __ -_ -__ I ~ I R16 R-16 f': I __-_ -__ __ __ __ __- ~, , 51 54 __ _~ _-__ __ ? I 58 1+00 3+00 2+00 N 4+00 +00 s9A I 6+00 ~+s9B 60 8+00 9+0 I sz 3 ss s6 7 ' I ( ~ - -- --- _ m m ~ .,. I o _1---- I ... :.. .,. I ~~! r ~ - .....,, .. .. ......... -- 1 1 .. , .,. . ~ -- - ~ I, ~ ~ I~ N I ~~ ~ 0~ M 11 ~~ ~ 1s3 ~I L E ~ I ~~ 9Q ' ~ ~ 127 ~ 1 , 102 1 , 101 ~ ~. ~ 1.23 ;1 + al 1 ,al 1~ ''1 N 1 1 o to /j~ ~ I O N l ! I I1 #,L.~ ~%1 I ~.~ 11~ 's '°sN ~ tV~3 1 i~iJ I ~~I ~1 p j _ 56 R/~J 25 5'~~30 5' ~-56'RMJ I-28'--2~ ~--56 ~~{ 1-28'--28'-+ . . TAHOMA COURT COLE COURT TERRA COURT SEE SHEET R-13 SEE SHEET R-13 SEE SHEET R-13 100TH AVE. SE 355 vP1stA~o+a6oo g~ loooavc loaoavc ml :.. 355 ~~ ` P I ELV=335 90 _+I - '. ~ VPI SYA = 4+92 d5 8 VPI STA 6+80 00 -- ~ S - 1 .. , N ' - ° VPI ELV = 341 W VPl ECV 339 19 . ~I , m . P... 0 I +I . .m: ..il °+I +I cl '19" 50 ~o II": 1 ag N~m S qm lp - ~'o p N w N O m I~ - O N ~ O V r ~I dm - v N v t` N ~ m Ot >` V N v N.. .U In a ~ + 8 O m n lD N m O vl O m V ~ Ia. ~ m ... 114, ' NC ~ ~ '~~ 1 ,..... .. ~~ m~ 50 ~I+ `Ol m.. ,.+ o m? m m a . + m + o ~ m __ O) . w ~ __ _+ v m ~ + ~ + m o ,PI¢ ~ .. n m a + ~ m m m ~ m ~ ~ m ~ ~ -, ro. p ain Y q--W tON zlm p. ~ ~ ~tl , Qu ~ II O m II p m ~ m II II 7 . N ~ ~ F ~ O ~ 11 LO m II l w}~ {~ ,. ~(11 >_. Ow ~H 1 ~~ a ~ r J II II a > + QNm .. a F > II h a wII+ I > '"Ym GI Q > L II II a p ~r.m I l (9Q ~m jam.... N I~ w ~ N ~! w .F !N > ~ w ~ ~ .. ~ p - w =a > . IXI .. STING Ui u w F U m ~ w N 71 II iU '~a> N U i" 4 U Q N ~ -J w w II If ~a > u p I[ IN 4 > ~a. ~ ~. a 345 ~lm ~ ~ m ~ > .__ ~ ~ K ~ .. ~INwQ GR OUND ~ > z =i k > L o,~ w a > s > ~ ~ ~ » ~ . ~~ ~INw I--'~a`~~~ mw ~r 9.. 45 340 a _ _ __ _- PROPOSED ~ GRADf - -" : ~ ~, -1-- - -" ~- {- ', 340 ' ' - -' - 0.77% .- _ . - - -097`N, _. 0.50'Po 2`N,~_. __ - ~~ 1,66`N 335 2~-z~ -, 0 ~ ~ 1 J O 146~12•DUaltfIROUSD,s=ooas ~ 335 _ zs LF I z' ADS so, s-o o os I ~ O 2'SS~ ®8 ~ 2`55' © ~ ~® 330 ' 22 L F 12' AD5 50 , 5=p.005. ° -. - .~, 38 IF 12' ADS 5D, 5= 0005 30 ©I ~ 2 4 LF 1 2' ADS SD 5=0 0167 8' WM 75 LF, 12' DU::(I LE IRON 5D, S 0.00 5 o ,- 100TH AVE. SE- - ' 6 2 LF, 12"ADS 5D, 5=0.005 ' °_ _ 24 LF, 12' ADSSD, 5=0.005 - .. ~ ,mm N -o m'.~ ~.U ~ ~-o m mm '. pn N ~. nU o.. m ~ mN N I` ~ 'm UN ~v v,.o U.~ v'.m ~,p. ._,m,.., NN. U ~ m~ R o mN ~ u1 r`~. ~ ~ o~ .. m0 325 ., m m 'm m r1°i'm m ro mim m<°a m ° m.v ,°~ v ° "v o-~°IVN ~v m ~ m°q., i m.p m="v m v- _ m,m ° a, ... 325 'm m m m .mm m:m. m:m m.m, '. m m m ~ m m :m m :ml~ ml~ m ^?. m m m m m m. m `? 'm 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 HORZ-1"=50' VERT.-1"=5' CELL SCALE: 1"=50 FEET 0 25®0 VN4CE? ~t, U!- 4GI~ i KEY MAP NiS. ~.24, TI7N, RI E, W.M. STORM DRAIN CATCH BASINS TYPE STATION OFFSET GRATE ELEV. LE. IN I E OUT TYPE 1 0+48.82 10.12'L 335.95 333.A5 (12 5) TYPE I 0+48.82 10.12' R 335.95 333.35 (12" N) 333.35 (I 2" W TYPE I 2+12.00 2228'R 338.19 335.69 (12"5E) TYPE I 2+54.37 17.62' L 338.80 336.30 (12" 5) TYPE I 2+54.37 22.28' R 338.40 335.90 (I 2' SVO 335.90 (I 2" SWJ TYPE f 4+72.18 22.28' R 340.24 337.74 (I 2" SE) TYPE I 5+14.56 2228'R 340.05 335.75 (12"E) 335.75 (18"SWJ TYPE 1 6+95.92 17.62' L 338.98 336.48 (I 2" N) M'E 1 5+SO.CO 17.62' R 340.07 335.94 (12' E) 335.94 (12" N7 TYPE 1 6+95.92 17.62' R 338.98 336.67 (I 2" E) 336.67 (I 2" N7 TYPE I 7+70.56 22.28' R 339.05 337.05 (I 2" W7 80 81 51 52 53 54 55 56 57 58 59A 598 60 TYPE 2-48" 1+35.00 O.C. 338.68 WI50DD UD 33557 (12"NWI 335.57 (12"S)~ ROAD14 335.77 (12'NEJ TYPE 2-48" I +50.00 O.C. 340.46 WISOLID LID 335.63 (12' NEB 335.63 112` 57 ROAD 2 4 - 337.61 (12" NVO FOR STORM DRAIN CATCH BASIN 32 INFORMATION SEE SHEET R-6, FOR 49 AND 50 SEE SHEEP R-8 _.. FNIGH C,°ADE In ,Pavr,~s 34C 12 ~N.. 0... Q t ~ ~ i s> 330 T '~C ,T P1 xr~L ~~LP~- R-IN I 1,G 1 ~5(' -L IL `C~... 325. .,~..xcC 3g- . ~ C1.5~ CB 51 TO C8 52 CB 54 TO CB 55 AS-BUILT 04/07 NOTES 1. SEESHi. N0. G-2 FOR GENERAL NOTES. 2. SEE 5t1T. N0. G-3 FOR HORJZONTAL IAYOU(. 3. SEE SHT. N0. R-0 FOR STORM DRAIN NOTES AND STREET CON-51RUCfICN NOBS. 4. SEE SHT. N0. R-15, R-16, R-17 AND R-IB FOR CURB RETURN GRADING. 5. PIPE 1EN6T1151NDICAlEO ARE TO CEMER OF CATCH BASINS AND MANHCI~S AND ROUNDED iO THENFAREST fCOT. 6. ALL <nILIN CROSSINGS N1TH Lf55 THAN MINIMVM CLEARANCE, ttPICAllY IH'. SHALL HAVE SAND CUSHION INSfALlfO BEM'EEN PIPES. HORZONTAL COMROL: WASHINGTON STATE PLANE COOR-INATE SYSTEM S - THURSTON COUNtt HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PERTHURSTON COUNTY HIGH PRECI510N NEN/ORK COMROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,OBNDMBER, 04104 REVIS1oNS CALL UNDERGROUND LOCATE TWO DES1GwBUaD . ' TT DATE BY DFSCRPr1oN ROADWAY AND'STORM DRAWING N0. c1v1L•TRANSPORrnnoN 9 TAHOMA TERRA DIVISION ' ~ $cY ~ p DE5IGNEDBr: 10!31 NA.TWf REVISEDPERCfTYCOMMENTSDATED 10124105 WORKING DAYS BEFORE YOU DIG PIANNING•SURVEYING I YELM WASHINGTON DRAWN Br: NA. TT 1119 NA.TWf REVISEDPERCITYCOMMENTSDATED1118I05 DRAINAGE SYSTEM 1.800.424-5555 4200 6th Avanue. Ste, 301 ~ , 0 cnecxeD Br. 5LC 1a2o06 DFC A5BUa15 PFROVeD FOR wastxucnoN p R~9 ~ Lacey. Washlnyton 98503 ~ 512007 DPC REVISED PER CItt COMMENT54112J07 IMPROVEMENTS (360,493-6002 ,~, ~, (3607493 2476 F SEC 24,T17N,RIE y.' 5,2007 DALE: Br~DEVELOPMENi REVIEW ENGINEER DAIS. - ax Consulting Group A MASTER PLANNED COMMUNITY BY scnlE r = so' loom Av> 5E SHEET 16 OF 73 TAHOMATERRA,LLC m STATORISO+oo.0oro9+14.4s APPROVpLExPIRES: _ _ r Ch 99TH WAY STA. 0+00.00 I( CL TERRA VIEW 5TREEF STA. 4+96,67 ' TERRA VIEW STREET SE - SEESHEfT R-6 - - - ~ - ~' ~ ~~ R25 ~ I~ I 1~ ~~ 11 I i U p m 4~. I L--------------------JON- i------- A ° ~ ~ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ - a ~ ~ _ _ _ _ _ _ 63 _ A ~: ~ 1+00 ~ 2+00 ~ 3+00 ~ I 4 0+ 0 ~ _5+ 0 ~ R-18 ~ I I I 30.° i7C VJ 99TH WAY SE 25 ?1 I '~~ t 91 I ]I I J~ I I ~ I RNd 355 saoovc ' loooavc` loo.oavc ~,I .... 355 ~ ~ VPI STA p+46 W. . ...~ - VP I STA = 3+sD W .... VP1TaTA = 4+75.D0 .. ~I .. ..-. m a VPIfLV=334 ~9 - - VP+EW=339:SC - VPI ELV=-336.65 : h ml .. lg om g ~ g $ 0. .. oN ~ 8 $ m m g m nllm NN,,, 350 QIS tom ~ - mll. ?~ v;' p m n a . .. g g~ ~ m gm a n I` o nlri " G _ Flm u + mm , 350 ~I+ o o m> "' ~ m. + ~ { m o m m . .m on im mm m m m + Nm a m - m + ~- f mm m m mp ,... ~{ mm zm ~.._- u > ~R > - r IIu Y > II b m 1 ~ o II > +~ am Q II ~~ ~I a m h II q 0 a> ~ 1 ~ u1 ~ ... G m l ~¢ _ k > - ' . +m zw~ gym ~¢ II > .. I~ { ~ wOm ~ EI N J m w ~ <I Uw.. N w u+iw tf1. v ,.. F >~ w w. . g II> ~I~ W~.. 345 0a a ~ ~_ »' g ~ j ~ ~ ~,w~ >~ ~ z >> ~ ~ 5 ~; ~ _ ~w°a ~lo 0 345 ....... i. i -. '. PROPOSH] ~ GRADE 340 :.... - -. _ _- --- -~_ GROUND - 340 ~ 1.17Wo ~ zg - 2w 2T, - ^ -- --- T D.B4~ 335 ~ 99~ :_ 335 ,~ Q ~ a o o ~, 330 ~ ® ! 330 -. L © ~' . . ' 34 LP, 12'ADS SD B=G 005 I 99TH WAY: SE .... 36 LFd f 2' ADS SD;'S=C.C~S ': - : : : : '. : : : 325 ''Tal ~, IrAOSSD,~Da~S 25 0 0 ~ m lD m m 0 , L~ n n O _. N~ n~ln N'.0 nh m m: mh m 0~ m °Z' h- G N O N N h N m p h m m aL '. p m oN m p mm ' m pl b y Ln,a ~u!. .. 7 0: -m _ N v? ~ G u4 O TD _ :_.. q ..... 320 ~ h m Q m ~ m m utn m ~ LD 41 m ~ nN mm mOT m m . ~N. m m mO m ~ m hO wm m ~ m m m ~ I.p 'm ~ :hm m m nQT hm: m~ mm ~~- m ~ mp n m m- m m QTN -. m m 20 I , : ; . ! c 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 HORZ. • 1" = 50' VERT. • 1" = 5' PHASE 1 I n PMA - IoornAVE sE ~ uG ~G1~ KEY MAP N.TS. 5EC.24. TI7 1YPE STATION OFFSET GRATE ELEV. LE. IN LE. OUT 61 TYPE/ 0+46.00 10.12'L 334.76 332,26(12'5) 62 TYPE I 0+46.00 10.12' R 334.76 332, 16 (12" N) 332.16 (I 2' S) 63 TYPE I 5+05.79 16.44'L 336.52 333,86 (12'5) 333.86 (12"N1 64 TYPE I 5+05.79 16.44' R 336.52 334.02 (I 2' N) 65 TYPE I 6+88.50 17.62' L 337,43 334.93 f 12" BJ 66 TYPE I 6+88.50 17.62` R 337.43 334.75 (I 2' N) 334.75 (I 2" B) FOR STORM DRAIN CATCH BASINS 33 AND 34 INFORMATION SEE SHEET R-6, FOR 46, 47 AND 48 SEE SHEET R-8 r I ~~ _ FNIP~F 6~4D.` ,- - FlNIhr GRAbF-~ . ,C1Ftf YT?~/ 335 -- _ F Y ,~.UF .4C I~.tC _r 4 ~_ _~_ L .- ~ ._: ~r O 6LF 25. ... ~. n S-0.005;, _ ,.. .. . 33J~ _ -"` - e ... 3a_ a ~ ~ ~~ ~ ,. 5 ~ ' ~: t AT~R n. /1TL I h 32 NJG '~ 3,51.E 12SR- 33C 2'3T€P . .. " _ ~ ~ + 0 050, ~ 8 'ri`R KING 1a C TEPX ING riG- D L`- I J .2FdF 125D ' ~? STfP a ING { . 2 .. 5-OA3~ Sao 0519 .., - !PJN E TfOM-.. { P,C{JD,BgTLpM.... ~ '. '.LEVEL 3325, I 325 IEWEL 3334: CB 61 TO C862 TO CB 34 C063 TO 0864 CB 65 TO CB 66 AS-BUILT 04107 NOTES: I .SEE SHT. N0. G-2 FCR GENERAL NOTES. 2. 5EE SHT. N0. G3 FOR HORIZONTAL IAYCUT. 3. SEE SHT. N0. R-0FOR STORM DRAIN N07E5 AND STREET CON-STRUCTON NOIES, 4. 5EE SHT. N0. R~ 15, R 16, R-i ]AND R~ I B FCR CURB R~URN GRADING. 5. PIPE LENGTHS INDICATED ARE i0 CENTER OF CATCH BASINS AND MANHOLES AND ROUNDED TO THE NFARFST FOOT. 6: ALL Ullll7Y CP.0551NG5lMTH LE55 R1AN MINIMUM CD:ARANCE, TYPICALLY 18", SHALL HAVE SAND CUSHION INSiALIED BETWEEN PIPES. HowzoNTw coNTRa: WASHINGTON STATE PLANE COORDINATE SYSTEM a THURSTON COUNtt HIGH VERTICAL DATUM PRECISION Nt1'WORK NGVD 29 PER THURSTON COUNtt HIGH PRECISION NETWORK CONTROL POINT N0.837 ElfVATiON 349,235 ROADWAY AND UTILITY IMPROVEMENTS LoBNDMe~R: oalo4 REV1slous CALL UNDERGROUND LOCATETWO DE91GweuuD p ' TT N r DFS DATE BY DESCRIP-ON ROADWAY AND STORM DRAWING NO. clva•TRANSPORTAr1oN TAHOMA TERRA DIVISION ~ ~ $t2 ~p : IC EDB 10/31 NA.NJ( REVISED PERCITY COMMENTS DATED 10124p5 WORKING DAYS BEFORE YOU DIG PtANNING•9URVEITNG ~ YELM WASh11NGTON DRawNBV MATT 1119 NA,TWr REVISEDPERCITYCOMMEMSDATED1118105 DRAINAVE SYSTEM ~-800.424.5555 4200 6th Avenue. Ste. 301 (1 , Z' cnEam Bv: 5LC 1a2oo6 DPC A56U1LT9 gPPROVED FOR LONSTRUCf10N R~10 ~`°Y.W~h'ngt°° 98503 I~ 360 493 0 512007 DPC REVISED PER CITY COMMEMS 4!12107 IMPROVEMENTS ~i~', ( ) -60 2 ~ (360) 493-2476 Paz SEC. 24,T17N,RIE 512007 Dare ar: Dg7e: DtvemPmENT REVIEW eNGw~R Consulting Group A MASTER PLANNED COMMUNITY BY 1"= sa scnLL 99TH waY Sf SIIEFT 17 OF 73 TAh10MA TERRA, LLC m : srnnolNS o+oG.oo To 9+os.91 APPROVAL IXPIRfS: r ~ 99TH WAY STA. 9+05.91 I CE TERRA GLENN STREET STA. 22+37.42 TERRA GLENN STREET SE - 5EE SHEETRB - OI ~ I k~ I I +~ ~ I SCALE: i'=50 FEET ~~ ~F~ d~ ~~ ~~ ~7i ~~ ~~ ~~ I ,~~ D 25®0 A ~ 1 iEii R 18 NI ~I - - - - - - - - - ° STORM DRAIN CATCH BASINS - - - - - - - - - - - BIO-RETEN510N 65 I CELL _i-__r_-~-_ __,-__~___~_ ., 4 6+00 ,-, +00 8+00 9+00 , . IILJ r____ __ __ __ __ __ O.~_ __ __ __ _ _ _ _ __ m A L ~~E- I ~°~k'~7 ,}CC q .3 ,,,p c e, r~ .gC ;q q dACyR-18 .q q°g ! ~* t, ~ryg~ -p V [past p I° I IJiJ 4s~ €aF'F ~i7~ Ya. gJ~ ~iT €~ i`tG1 I~*t i~U k~~ I4k f O L7Si i ~~ I ~ @~~ ~ II I m q ~q - I i ~ti -25 ~ RNJ-II -------r-25.5' ~~ ~\ 1/ D ~~ R-17 1 i- N r 1 ~! 30. 99Th AVENUE STA. O+OO.CO CL TERRA VIEW STRfEf STA. 7+60.73 yy i n Avt. St r CE 99TFI AVENUESTA. 8+80.03 //(( CE TERRA GLENN STREET STA. 19+86.40 TERRA GLENN STREET SE 5EE SHEET R-8 i -- .: - I is I !{~~ IOI 1( ^y f %) ~d OI '1 I - ~ SCALE® _ I .~ I D 25 50 100 _ ;~ I ', I e STORM DRAIN CATCH BASINS y ° ~ I R- n + `~ _ _ O 67 ~I .1 - - I (~ 68 ^~ 69 I ;! ( 70 71 ~'~ ~ ~ 72 360 60.OC VC ~' VP15TA = 0+46.00 ~ I ~ I W 00 VC VP1 5TA = 2+00 00 ' 4 1 100.00' VC VPI STA = 4+0000 I ! i 100 00' VC VP1 57A = 6+5000 I 0l 360 ~ ni - VP I ELV-336:2 VPL ELV=3380 - I ~ 7 UPI ELV=33 pq - -. - VPI ELV=34000 ~ vl---- ~I N ~ ml ^ ~l ~ Ig $ 4 N m m $ ~ o o ~ p gl N gim g ~ ~ 8 m 8 '8 ~ i ml I, p. IIIoN~. 355 10 alg ~u - } m "N ~ my ~ w N °p m~ + ~ om N on In ~ o ~ N D N mN o m LO g v 8 : ~ I m.. a$m ~ 55 ~Ip m m. ;. 0 ~. N L~ -'I' m m -. + ~ + m + m ~ ~ + m _ + m _ + p - ~-._ xJ ,-' ~ ~+ y?II- 2 > ~. m + m,O R Im ra m Nm m - m + m v m O m 'n m ~ 0 m>.. GIQ II y~ Q ~ A ma ll Q~ h p ~J I II m m IL O II II II II ~ f ~ ~~ 11 f'i, I1n Wes. N u. 6 N >N W - Nu ~ ~ N,w - Ul w F > N w N w N w II. E IN pj 350 I~ ~ o~ u u ~ w ~ ~ - uw c' m _ _ w _ _ k~ _ _u > u > N ~ w ~ ~ > ~ > ~ > u ~ ~ ~ a ~ > ~~ ~Id ;~iQ d ~~_ 50 _ _ __ __ _ _ 345 ,~ ~ .... 345 FASTING GROUND z 35~ 340 PROP OSE r~ cRAD -- "- - _ ~ 340 -- - ----_ - I - - -- ~ _ - -- _- -_ ___ - - -_ 335 ! I ....... 335 o o o 6. ~ o_ 0 99TH AVE SE 330 ~ ,- ® . 330 ®_ , ~ _ - ' 751f, 12'. AD55D5=0.005 ~ - ry iN... -1.14. N N pm ,; it110... mim V m ? m ~ D m O 7 r P ~ _, w N m'..O NN wl-. NIL` m N n Qt N O N N N ul m O m 710 w.rv m N - V N m m?_ m '.N-Ol 001 ~'N ' .. ...- 325 I.lip' `^im! IDIW ~. m(m lD'A m r. O "' m r m _ .m m _ t` m _ m m r W m m r'..m m' m rl~, r 'm r m m m O m m m O m mI0 , , O ,t ~ - V ~ _N yN m:m ~ p ` ¢,~ p;m . -..... 325 . m< l I l , m m m mlm m !m Im rc , 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 HORZ.-1"=50' VERT.-1"=5' ~I 11~ ~ ' ssrn w. z PHASE 3~r y K MAP N T.S. "24. TI7N, RIE. W.M. 1YPE srATION oFFSeT GRAre etEV. LE. w LE. our ttPE I - 0+53.56 10.12'/ 336.20 333.70 (12"S) TYPE I 0+53.56 10.12' R 336.20 333.60 (12" N) 333.60 112" Wj TYPE I 3+79.69 17.62' L 336.85 334,35 (I 2" E) 1YPE1 3+79,69 U.62'R 336.85 334,35(12"~ 11PE 1 4+55.00 12.89' L 337.41 333,97 (12" Wj 333.97 (12" NJ TYPE I 4+55.00 12.89' R 337.41 333.97 (12" W7 333.97 f 12' S) ~ P , d. _. ~- _.. .42iLF I~'6D. ,..J =r CcF` N i ~..~ ~ ~~rll~, . - lf1 J. lf.hl 33~ ~ g.~ ~ _... ~ ~ _. 330. ~ ,,,.TL_ lu' - - -_ L L ~ r ~ . _.... 8 W TEF Itl, - Jam' 0 - ._ ,J~ ', f., N„ BLTI h ' 2CL~ IL SL. L"cvE '3329" PON EOTTDM 32_ 5 0.0050 _ 32_ - LEVEL ~ 332.5 ' CB 67 TO C8 68 TO CB 37 C0 71 AND CB 72 I .5EE 511T. N0. G2 FOR GENERAL NOTES. 2. SEE SHT. N0. GB FOR HORIZONTAL WYOUT, 3. 5EE SLIT. N0. R-0 FOR STORM DRAIN NOSES ANO STREET CON- STRUOTIOJ NOTES. 4. SEE 5HT. ND. R~ 15, R-16, R-I ]AND R-i 5 FCR CURB RftURN GRADING. 5. PIPE LENGTHS INDICATED ARE i0 CENTER OF CATCH BASINS AND MANHOLES AND ROUNDED TO THE NEAREST FOOT. 6. ALL UTILITY CR0551NG5117tH IF55 THAN MINIMUM LIEARANCE, TYPICPIIY 18'. SHAH HAVE SAND CUSHION INSTALLED BETWEEN PIPES, AS-BUILT 04/07 NORZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM 4 THURSTON COUNtt HIGH VERTICAL DATUM PRfCI510N NELWORK NGVD 29 Piz muR roN couutt BIGH PR> asLON N~woRx COMROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oeNUMeER: o41oa Revlslous CALL UNDERGROUND LOCATE TWO DeslcweultD p ~ p K TT DATE BY ~ ~ DESORPTION R R ROADWAY AND STORM WORK DRAWING NO. ava•TRANSFORrnnoN TAHOMA TERRA DIVISION _ 1&2 DcsIGNEDB IOI31 NA,1Wr REVISEDPERaTYCOMMFNTSDATEDlo~z4ros ING DAYS BEFORE YOU DIG PlANNING•SURVEYING I YELM WASNINGTON DRAVVrv eY. NA. TT III9 NA.TWr REVISED PERCItt COMMEMS DATED 1118105 C C DRAINAGE SYSTEM 1.80.424.5555 4200 6th Avenue. Ste. 301 , N cnecRED er: 5LC 1012006 DPC A55U1LT5 ArPROVED roR wNSTRUCnoN R'11 ~~ Lacey. WaBhington 98503 a ~ 512007 DPC REVISED PER CITY COMMEM54112I07 IMPROVEMENTS (360)493-6002 Ij,~ ~ (360) 493 2476 F SEC. 24,T7N,RE ~' DAtc: 512007 BY: DATE: DEVELOPMErvr REwEw ENGIrvEER - ax Consulting Group A MASTER PLANNED COMMUNITY 8Y L ^ = sa SCAIf g9TH AVE. SE SHEET 18 OF 73 • TAIIOMA TERRA, lLC ro : STATIONS o+oo.oo To a+aa,o3 APPROVALIXPIRES TERRA VIEW STREET 5E SEE SHEET R-6 NOTES II ~{1-t FOR STORM DRAIN CATCH BASIN 371NfORMAT10N SEE SNEET R-6 N j ~7 I d O I J I O !~ I 22 LF 12" AD5 @ 0.005 FTIFr INSTALL TYPE III BARRICADE PER DETAIL 4-5.9. SEE SHEFf R-14 BERRY VALLEY DR. SE ~~ ~ t 1: ~ 1_r, \ O ~ ~ ~ a ~:. ~~ 4?. \ ~ `ic: 350 - ° ` ; I Q0.00' VC ' ° 100.00 VC vrI srA =1+oo.eo v=15TA = 2+3o,Da 60.00' V~ I, VPrST'A = 3+ 13 1 b ml ° 350 -~--1 VPPELV =335".50 -VPt fLV - 331. l3 CLV=33632 O ..... .... .. , R " O .... ~ N ~ °... N o. m O vl S N I ,. m ....-. g xQ ., m N~ N N ~; N .Q': a1- 345 8 ~ n ~ ~ -... . "~ Nn m °j ~~ mm • $ ~~ x~m vm-~In~n 345 ' O mm „ O m + m -im m + m N N~ + in "2 ~ ~m lam a lly .. Il . a . 0 .. m Il;u II -.. II N u „_ m Lo . ILO mm a ' ... A ma al F ~> . F 3 ° a .n Fh F ~ a _ d> <> a a°a > aI+E~~. N Wd. ......~ w. F ~ 'Nw Ul u -'- F " W Jl@I Nw F'~ N W 'SIN ww... 340 d .°4 W 0~ .. u u m w ~jL ~ k'. .., ~ a ~~ ~~' ;n W fl .~t$ 0 340 I ,... ! ~~~^^^ IX1671NQ ~GROIIND _ . . -o7o~L _ ~ 335 , z7~ ..... -.. . 335 ' 0 PROPOSED 4GRADE ° ~_ ° .. O BERRY ~IALLEY ° ' 330 ~ DRIVE $E ®i 330 " ..._~ . ..... <. ' ..... 325 ~ m r m.m , ~ V1 m m N N ,m m aplaa °In vp,n °m ° m m •m ~ n m : m m ....... ..... 325 m l m: m V 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 HORZ. • 1" = 50' VERT. • 1"= 5' '355 ' 6ooavc 1 ~ ~ VPI 51'A=b+46`00 - 6ooov_c , wl '... VPI STA=1+6400 `~I ~~~ 355 m7 I ELY=341:65 - VPI LLV 340. 65 ' ~I .g 8. utg. 8 ^ 350 Q8 `"y 8" . mN ~~ro,~ pN .Nlo~~ 350 .m III 11 11 i u ....Am.. a ll -m+~ ..~ II m a a .W 3Nm a a . ° >I~ ~ ~> a : l ll < ...... ~~ E ~~ ~~ ~ W In w we N ~ 3. I ° ° 345 ~JB~~;..._?_5 ~ ~~. _>>S~ _ ~~ ~I~°K ,rlw w.... 345 : ~ PRO°OSED ~ - f • GRADE ~ "~ / - 340 Ex15TINC 1 D2~ 2~ ~ _. 340 GROUND ; ~ ,_ .335 , CARLY°LAN ® 335 . .... __ ~ n.. N;, q0 ~ ~ i m0 .. mB' 330 m m'. _ m m ! m m '; p m •_ `a m- 330 0+00 0+50 I+00 1+50 2+00 HORZ. -1" = 50' VERT. -1" = 5' Tnrxi= q1.v°. B~ ~. -- ~. y 99TnIAVf. Sf n '-.PNASEI m m 99TH. WAYSf <_ z ' ~ ~ PNASEI...__,~, ~ KEY MAP n rs. :0.24, T 17N, R I E, W.M. TYPE STATION OFFSET GRATE EIFV. LE. IN LE. OUT 73 TYPEI 0+48,00 11,13'R ' 33A-82 33232(12"5) COMMERCIAL DR. 74. TYPE I 75 TYPE I 0+83.73 O+A8.00 17.12' L 11.13' L 335.37 334.82 332.21 (12" E) 332.87 (12"WT 332.21 (12" 5) COMMERCIAL DR 332.21 112" N) 76 TYPE I 2+92.58 17J 2' L 336.16 333.66 U 2° E) 333.66 (12" W) 77 TYPE I 2+9258 17J 2' R 336.16 333.49 U 2° E7 333.49 (12" NO 78 TYPE I I +54.22 17J T L 340.49 337.99 (I 2" E1 79 TYPE I I +54.22 17.36' R 340.48 337,82 (I 2° W) 337.82 (I 2" E) 100 TYPE I 0+81.14 48.7T R 336,00! 332.1 I (12'N) 332.1 I (1257 I OI TYPE I 2+92.58 46.76' R 33750+ 332.74 (12'N) 332.74 (12W1 121 TYPE I 0+05.60 48.2' R 335.50± 332.63 p 25) 332.63 (I 2'Wj W) 50LI0 COVER MATCH EX. FOR STORM DRAIN CATCH BAS1N5 9, I 0 AND 1 I INFORMATION SEE SHEET R 2 AQUA SWIRL TABLE UNIT N0 INLEflOUTLET PIPE RIM ELEVATION . SIZE 1NIFT E1PV. OUTLET ELEV. PIPE MATEPJAL 6 12' 332.61 332.61 AD5 337.40 7 12' 332.06 332.06 AD5 336.20 NOTES: I .SEE SHT. N0. 6-2 FOR GENERAL NOTES. 2. SEE SHT. NO. G-3 FOR NORI20NTAL IAYCUr, 3. SEE SHT. N0. R-0 FOR STORM DRAIN NQLES AND STREET CON- 51RUCTI011 NO1F5 4, SEE SHi. N0. R-I5, R-16, R-17 AND R-18 FOR CURB RcTURN GRADING. 5. RPE LENGTHS INDICATED ARE TO CYNTER OF CATCH BASNlS AND MANHCIFS AND ROUNDED TO THE NEAREST FOOT. 6. PLL UfILIN CRWSINGS WiTn LESS MAN MINIMUM CIEPRANCE IYPICAllY 18'. SHALL HAVE SAND CUSHION IN5TA11E0 BETWFEN PIPES. ]. FURTHER REVIEW OF Tt1E DESIGN OF THE BI0.INFlLTRA710N SWAIES WILL BE ACOMPU5HE0 BYTHE CITY ENGINEER PRIORTO CONSTRllQION OF THE SWAIFS. HORIZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM THURSTON COUNTY H16H VERTICAL DATUM PRECI510N NETWORK NGVD 29 PERTHURSTON COUNtt HIGH PRECISION NERNORK CONTROL POINT N0. B37 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS JOBNDMBER oaloa REVISIONS CALL UNDERGROUND LOCATE TWO DESIGNIBUILD ~ ~ ~ °~""`°BY ~` DATE BY DESCRP(ION ROADWAY AND-STORM DRAWING NO. ava•iRANSPORTAnoN TAHOMA TERRA DIVISION -1&2 1x31 NATWr RE„15EDPER6NrCDMMENTSDATEDIG~24ro5 WORKING DAYS BEFORE YOU DIG PIANNING•SURVEYING I YELM WASHINGTON DRAwNBr: NA. Tr 1119 NA,TV/r REVISEDPERCIttCOMMENTSDATED1118r05 DRAINAGE SYSTEM 1-800424-5555 42006th Avenue. Ste. 301 , Z, cneeREDer 5LC 1012006 DPC ASBUILTS APPRarEDroRCONSTRUCnaN e~ R-12 L~ lecey, Washington 98503 d ~ 5!2007 DPC REVISED PER CITY COMMEM54/12107 IMPROVEMENTS (360)493-6002 ^ ,~/, ~, (360) 493 2476 Fa SEC. 24,T17N,RIE L "~' 512GD7 °A~' Bn DATE: DEVELOPMEM REVIEW fNGNEPR - x Consulting Group A MASTER PLANNED COMMUNITY BY I ° = sa scA1E BERRY vALLEY RD. se a coLE LANE SHEET 19 OF 73 TANOMA TERRA. LLC ~ ; STATIONS 0+00.00 TO 3+76.09 4 STATIONS 0+00.00 TD 2+ 10.00 APPROVAL EvPIRES: _ _ ` O A ~~':' \~ CL BERRY VALLEY DRIVESTA. 0+00,00 END OF CONSTRUCTION LIMITS I/r IX75TING PROPERLY UNE ( fL BERRY VALLEY DRIVE STA. 0+67.50 / ~coMMERCIALDRIVEwnrsTA.o+cooo TAHOMABOULEVARD SEE SHEEr R-2 45'---45' {~90 RNJ~ / 66 LF 12" ADS 54 LF 12' ADS -. I'''A III I: ` i @ 0.005 FTIFT @ 0.0126 FT/FT 34 LF 12" AD5 @ O.C05 FUFT ro 7 ~~ 76 ~ BERRY VALIEI' DR1VE STA. 3+65.58 Ct TAHOMA BOULEVARD STA. 12+ 10.12 ~ BIO-INFILTRATION CELL TERRA VIEW STREET SE TAHOMA BOULEVARD SEE SHEET R-7 SEE ShtEET R-I 25.5' 30.5' 45'.--qg~ SS~ ~90 RMI~ 'I '~ --~ I ~ I I I.t ~ I I 1 N 'i I I ~ .: !1 ~i ~ N~ ~ 1,:~. ~. ~ ~ ~I + T C o _ -r ~ - - - ~. ° J ~° N 1+00 2+00 :j R-17 1 N 79 I I .'i I _ a~~l ~- B ' ~ ,4 i ,I '~~ ® 10 ~I I ° '' e -_ t ~ .TI R-15 . •a t II F ~li ' I~y»""` I 11 '.~ OI ( O I ~~' 1 5 LF 12" AD5 F. L ~ 1~ @0.025 FTrFT 1~ AauA-swIRL ~': A5-2 86 30 LF 12" AD5 -`~~ , , ~ µ7 _ .~.,, 5 LF 12"ADS @D.DIOr7~Fr R_24 190 LF 20 LF I2"AD5 TRENCH BTM = 326.00 @ 0,005 FTIFT I I CARLY LANE ~ r„ o ~ -'I I ~~~ ~~ u !." ,~1 I 7 f2 CARLY LANE STA. 0+00-00 0 " ~ - J CL TERRA VIEW STREET STA. 15+08.69 z I ,.~. ,,.) I~ II ~~'1 O (• 1 W I ~~:; + J O '~ I h: ~ O I R-25 i -. ~ ;...I AS-BUILT ' 04/07 SCALE: t'=50 FEET 0 25 50 100 fL COLE LANE STA, 2+10.00 fL TAHOMA BOULEVARD STA. 3+8200 A R- 15 EXI571NG PROPERTY LINE STORM DRAIN CATCf1 BASINS C 81 h' L 4_4 j I I f. l I'. ; ~56' R1W-{ 28'--28'-! FOR STORM DRAIN CATCH BASIN5 25 AND 261NFORIdATION SEE SHEET R-4, FORE%ISTING I, 2, 4 AND PROPOSED 27 SEE SHEEP R-5, FOR 56, 57, 58. 59A. 598, AND 60 SEE SHEEP R-9. ~ TAHOMA CT. STA. 1 +70,00 100TH AVENUE STA, 2+33.19 100TH AVENUE SE LONGMIRE STREET SE SEE SHEET R-9 SEE SMEET R-5 II ~. ~ ~ ~ ~ ~_ ~ ~ I; I ~ ~ 1 _.x. h1 W i I: I ~ ~ ~ G 1 h I ~ + § I I I or 4~ I ~_ I I +I I t. _Nro a~__ TI ~' J I _ _ _ _ ~ I ~ [ ~y ;;7 eD I I ~ I I ~ I 1;,, 11+0 I ~ ~ n i b ..~ .a ..s ..,.a ,.t ~ t7a css TAHOMA CT. 55 ~ R-I 6 -::Il+~~~ '~~ 54 I I I -~ ' L G I ~ +~ I ~ I ~ I ,~~~: I I 56'RlW 30.5' 25.5' I _ , ~) .. - ml . g~ m +!g 350 8 ~" - ~ . ,alo o~ ...' 350 _._ .. o m ~ ro »-.. ~~ , ~ ~ `D m ~ v ~ Flo m m.--. E a . .ul II p II ~ U3 w w •..... 345 m m~ 4 m > a m p ~~ ~d VV II W d °~ ~ 345 . _,_ I , _ 340 FINISH GRADE ' '. I rPROP05eD CL GRAVe 1 ~ IXISTING sROUND ~ .,.. _ 340 - PAQELV 34oz ~._ -- -- ! _ -0.7pyG - :.... ..: HIGH WATER ~ ,-I p0% 2~, p~ ' LEVEL .3330 335 ~ ~ „~ 335 5 D a0017A ~. 0 5 0695 26k IPr1Y~5"~,5 80 ® ~ . Q 330 , . 330 . PONp BQTTOM ° 301E 185D TAH4MA CT. ~ '~ 325 , LEVEL: sz7.o `s=o.ooso . . 325 i ;m ~ m o '-r coA1: 320 ....' _ . .-m ° m m mm m!m; 320 m :m. m~ -2+00 -I+50 -I+00 -0+50 0+00 0+50 I+00 1+50 2+00 HORZ.-1"=50' VERT.-1"=5' ~ ~ ~1:. ~L; . }in ~__.. 350 g ° ° V m R I al~ F . ~nr mN... 350 . pm m ' - v o + N- mom -1111 0 ~ ' . ., . w + _.. - N m. IE .. .. I u.. . =1rY w 345 S°~ I _...... ~ 'Q ~io . -uy o~ " w .... 345 PROPGSeD CU GRADE ~ CROUN° 340 4 9,95°6 340 o% 12 _ ".. -....... 240 'ZR _ _ - 335 6 335 I TERRA C T 330 . 330 ~_ - ~ 325 p~m ~~lim mfm m,~ ~~° 325 0+00 0+50 I+00 1+50 2+00 HORZ.-1"=50' VERT.-1"=5' NOTES: I ,SEE SHT. N0, G2 FOR GENERAL NOTES. 2, SEE SHT. N0, G3 FOR H~J20NTAL IAYOJT. 3. SEE SHT. N0. R-0 FOR STORM DRAIN NOTES AND STREET CON-5TRUOnCN NOTES. AS-BUILT 4. SEE SHT. N0. R-I5. R~16, R~17 AND R-18 fOR CURB RENRIJ GRADING. S PIPELENGTH5INDICATEDARETOCENTEROFCATCHBA5INSANOMANHOIE5AND O't l o I ROUNDED TO THE NEAP.EST FCOT. 6. ALL UNIITY CRC651NG5 tMTH LE55 THAN MINIMUM OIEARANO:, MICALLY 15'. SHALL HAVE SAND CUSHION IN5TAllED BEM'EEN PIPES. HowzoNTU coNrROL, WASHINGTON STATE PIANE COORDINATE SYSTEM r THURSTON COUNtt HIGH VERnCAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON couNtt HIGH PRECISIoN NEnvoRc CONTROL POINT N0.837 EItVAT10N 349.235 ROADWAY AND UTILITY IMPROVEMENTS J~NDMBER D41oa REV1sIaNS CALL UNDERGROUND LOCATE TWO DESIGN>auILD DE~AGNEDBY: TT °ATE BY DESGRIPTIDN ROADWAY AND STORM DRAWING N0. GIVIL•TRANSPDRTATIDN TAHOMA TERRA DIVISION -1 &2 10)31 NA,TW( REVISED PERCIttCOMMENTSDATED10124105 WORKING DAYS BEFORE YOU DIG PIANNING•SURVEYING ~ ~ YELM WASHINGTON DRAwN er: NA. TT IIl9 NA,TV/( REVISED PER CItt COMMENTS DATED 1118105 DRAINAGE SYSTEM 1-80U~24-5555 4200 6th Avenue. Ste. 301 , ~,' cnecrcED Br 5LC 10/2006 DPC ASBDILTS AFPROVED W R CONSTRUCNON R-13 ~~ Lacey. Washington 98503 ddd ~ 512007 DPC REVISED PER CITY COMMENTS 4112107 IMPROVEMENTS (360) 493-6002 1 ~ (360) 493-2476 Fay SEC. 24, T 17N, R I E ~ 5/2007 Dare: TAHOMA CT. d CARLY CT, 4 TERRA Cf. Bn DATE: DEVELOPMEM REVIEW ENraNEER Consulting Group A MASTER PIANNED COMMUNITY BY scn1E I"=5d STATION50+OO.OOT01+7000d5TATI0N50+OO.COT01+87.83 SHEET 20~F73 TAH~MA TERRA, LLC p9 d STATIONS d+Od D0 Td I +$7.75 APPROVAL IXPIRfS, _ _ TAHOMA Cf. STA. 0+00.00 LONGMIRE STREET SE SEE SHEEP R-4 ~" ~ ~ l r' ~~ , I ~ :i ~` r I ) F' I ^a I ~ry ~~I i~ I STORM DRAIN CATCH BASINS TYPE STATIDN OFFSET GRATE ELEV. LE. IN LE. OUT TYPE 2-48" 1+35,00 O.C. 338.68 WI50UD lID 335.57 (12"N1Nq 335.57 (f2°5) 335.77 (12'NE) TYPE 2-48" 1+50.W O.C. 340.46 WJSDUD LID 335.63 (12'NE) 335.63 (12"5) 337.67 (I 2" NWI - COLE CT. 81 _ 56 I e I +- i R-16 57 O O I I h h. r t~t 59A I t I l I I 3 i;; rn F 56' WW-{ 30.5' -- 25.5' SCALE 1'=50 FEET 0 25 50 100 ~ TERRA CT. STA. O+C0.00 m ~.PFIgSEi ~ 3 99i111WAY5E a z o PX0.5E3 ~ ~ Si Sf SEC.24, T17N. RI E, W.M 30.5' ~ I' ~ 4~ 1 _ > - -1b ~~ I I N 1+00 R-17 ~ ~ -~zss RN/ V 58 +t o ~ I ~ TERRA CT. STA. I +87.75 CL I GOTH AVENUESTA. 7+48.45 I_ E I R-16 I -~ ~ m r ~~Inl ~ of I tSa tD I I• I ..~ p ~ I ~ TERRA CT. I 100TH AVENUE SE SEE SHEEP R-9 __ , ~ NI I N ,. mm 350 8 NN ~ Qim o~ 350 o mm _a m NI+ mm ~ ~ + ° vl ^ n . a a~ ~ ~ > Q `~ ~ Ul ww ~ L & ~J1 W W 345 ..... o ~ m ~ - ~ 3 cio o`~ Ex15nNG m w a -w. ~+~ 345 GROUND RROPO5ED~ ....• HN15H GRADE GRADE '. ~ - - PAD ElV = 342 4 9s~ o - 340 ,.. , . 120% _. z~ z _ .... 340 I _.~. _. 335 ,, 1 I ~ ~ 335 rc ~;1~(( - 2951F-12'ADS SD 5=0.0050 -: __... . If i Q - 1' S5 : 8 WM _~. - .~~ .. ' COLE CT ,.. b ... 330 `~, © . 330 . ... 5:= 0.0050 . ... , m °'. . r` 325 .... mom m m ~ m m',m 325 -I+50 -I+00 -0+50 0+00 0+50 I+00 1+50 2+00 HORZ.-1"=50' VERT.•1"=5' CL CARLY CT. STA. 0+00.00 r ~ CARLY CL STA. I +87.83 / CL I OOTn AVENUE STA 4+92.45 100TH AVENUE SE 15' 5' S' 5' EDff MaND ( EACH PNhL I{/ ~ BPo1W1 FlNLW PuNTrR SIPoP (AS RW.) YNtl( ~ ~~ON aRB J: aT1ER 90EWA1% PLWIEA STRIP 5' MIN (AB RED.) e.1..a x 4' YIN. A , A. ''• NmE4 t. E%P/N9W AIIR YAIERAL 1D ff 7/8' TYIX PPFYDDEO ,ONT FlLIFP DAL iNICNY6S OF 07ND21E 1 FORM ANO SWWUOE N4ECnOx REOUIOD BEFORE PaWnrm mllurcTE O YmE 4AY(5 9LVL ff !1/6 NOE BY 31/f OEEFP. ipt SDEWAllR ON9i N W NOM A LOlORENNAL 9)>II YAFN 9L1LL ff YIOE AIONC D771RR OF wNK /. EgA49IX1 JON'15 9WL BE NSQLtID N ORS AND atTFR AND IN 9DEWAIK AT Fc AND m AT ALL o%N R"NN19 EIRAN90N YAH1T 91ALL RE PLACID W SNEWAU( Ai SAYE LOCA710,'S AS 1X04 IN aRB AND a11FR NBN 9DEIYNN 15 NJJ.ACFA'i 10 DNe AND a11P1L UNIE4 D1N0.WLff NffC1ID BY DYmRDI. CEMENT CONCRETE SIDEWALK APPR0IED DW1G. ND. PUBUC WgNS DIAECION DA1E 4- 5-C 5-C 5-D 10/3/BA 51~• 1/YR A; ~ a. 71 Y CEMENT CONCRETE BARRIER CURB I/7R fi i/`[•R I'R `n°R I " Y " •• ~ a 1'-R• CEMENT CONCRETE BARRIER CURB AND GUTTER C . ,~ A N .. Y.~ CEMENT CONCRETE RDLD CUR _CEMENT CONCRETE CUR B AND .ITIER 1;, B AND CITY OF YELM DEPT. OF PUBLIC WORKS "°"~ I. ELPA49W1 ,DNi YAIERYl 10 BE J/B• 1NIC% iREYGIDD CEMENT CONCRETE AENi FWFR FULL ROOOlE55 DF LONCAETE CURBS 2 i>)WI ANO 91AmME NSPECTp1 AEgFW BEFORE APPROVED DWG N0 PaRxc caxaatE . . -( 1 2 / J. EYPAN9M1 AB17510 ff R.1ffD m f5 D7Dki6 PUBLIC NORILT DIRECTOR OAiE F- SC~S-C~1 5-C5-C PuxrzR °'~ B RWP ¢ MOE1YAUt s• 00 ~ a .. c I -- 3' AWS 0 w. Wcxr of WAY-, 6 ~ ? C PLAN ~ AOIlOY m RAYP \ ro~3 AWS1 I~Y ~ ~ ~ S ' I I I F- UP DETAIL~~ e' S ELEVATION SEE UP p YIN. YIN. OETML - _Sx 1 IYN. YA%. A B ' 11 4. J D SECTION A-A B' YIN. R' YIX. 6' YIN. ~~ CURB SLOPE DE FLAIdO STE Is DETML sNE sxAU xm GENERAL xotES SECTION B-B Drc® I:Iz 1. THE RIGHT-Oi-WAY UNE 91ALL BE I' BEHND ' INE SRIFWAUt, I I YN 2 1NE aRB RAW SXNL BE PWRW SEPARATE FROM 11E SDEWII% ffCnON. . 2X 1 O IAUNGIW OCd1E PANELS ARE REWIRW AS SHOWN ANO 91ML ff INSTxxm PER 1XE ~~ NANUFACNREA5 REWIRDENT9 4. siAYPNC of TRJNCAIFD DOMES Pon aRB RAMPS 91PJ1 NOi RE ALLOWED. SECTION C-C 5 1NE MN. PAYEL 92E ENALL 8 7 % S. ME DEIEmA[IF WARNING PA7IEAN /IW SMALL BE YELLOW IN COMPWNCE Nni SIANOARD &ECPICAICN B-14.0(DJ. 6. NLL OFPM E11PW140NS SHALL AOROER ALL dnxrs THIRE a~uL ff No EmrNSas ARaxD rxE muxcATW DcAg PANEL 7. Fpi 90EWAIN SPAa1G EmAN90N ANfS SCORE YAR%$ CAU9IFD REDOING OR AONnONA1 N01E5 SEE OETAl9 h9 ANO 4-10. B. NIVANCE WARNAIG 517WP (AW5) NTH 1/4• DEEP PATIENT MACE MM FIDANOW METAL GRATE (rXPJ. dMFN90N SHI11 BE 5 x ND1N OF 9DEWAIK CURB RAMP TYPE I APIW7,® mIG. N0. anBxAF®1 ~ DWIL tlA GATE 2/]/D5 /4 BAR TOP AND BOTTOM B - _ _ Ili %~' I (DIAMOND GADVE ~ IA B A Y' % Slf° % I• CUSTOM GALV, SFEEL CHANNEL W//3 ANCHORS BAR W/IY PROJ. 1. 4ANHOIE RING ANO IDCNING COVER BY INUND FOUNDAAY"STORM'. 2. ALL CONCRETE MINWVN 35D0 PSI. AT 28 DAYS. gYEX90N5 IN NCXES Wl~ A B C D E F G N 11NCNORS TIDE I 59 IB 2>Y 757E SA IB 3B 3/ 4 TYPE II 59 b SA. G7$ 55 M 59 SI 3 TYPE II 42 30 T3 35 B 30 12 B$i 3 TAFpMA THiiA MAHIHT RAN CCIMAIMT YB.IA WA.BF!lOTCN DUMP ~JO WASTE ~/ r~ ~~ ~~ DRAINS TO STREAM ~~IL~IL~ ~~Q~Q~ DUMP NO WASTE ~~~~ DRAINS TO TREAM NOTES: f. CENTER STENCIL 3° FRDN ROADSIDE EDGE OF CATCH BASIN. 2. STENCL LETTERING MUST BE 2' IN HEIGHT AND INSTALLED AS SHOWN ABOVE. 3. STENCIL LETTERING MUST BE WHITE. TAIHDMA TBUiA NlU31E3i RAN COAWMY reA+. wne~rroTON MESSAGE 1B' YAx. D.e 4• x 2• X B- cnourm uxE 1• Bu BnEANAw,Ir- FFA7UAC CRAIEO PAAALLLL TO 90N FACE. IF POST SRE I I IXCEE05 !• x 4• , ffE W.90.0.T. SID. ~ POSE DETNL BISANAWAY F/ ~A I ~ ~ FGTYRE (irP•) y l J I I IXWnNG SOG ~ ~~ OR OAAVEL u u u u_ ~~ N.T.S. 1. YMxN07 FOR B/ANCAOf SXALL BE Al1EAMATE AED AND WXIIE SRWPCS (SLOPING DOWNWARD. PEA 7XE YUTCO, AT AN ANGLL OF IS 70 a1B). 2 1NC ENIIRC /NFA OF RW AND WNfIE 577NPFS SMALL BE REf1ECf0AiEED 50 AS ro BE YYIBIF UNDER NOYL1l AlYO3PXCNC CONDInONS FROY A YINIYUY DNTANCE OF t.000 fEEF WNEN ILLIIYINATEO Bf iNE LOW BEAYS 01 SfAXDARO AVTOYOBIIF XFADUCHIS. iXE PAEWYNEMr WWAS FOR 01N[R BARACADE COYP@1CNR SMALL BC WNfR. O. BARWCADE SECTION SMALL EATDID ro UYAS DF ME PAVED SVAFACE. 4. CONSFAUCF WYIICAOF PEA YUIGS TrPE 3, ffC110N BC-B. TAHDMA TB~iA MA81HA PLAN CONMINIY 1'aAt WA6FNOld1 PERMANENT BARRICADE TRUNCATED DOME TOP m PWE5NU11 aAB PANEL REBUIRCNENIS 3' YN. 2' Ylx YAx. 1% SIOPC- F A 1• 1:11 SIOPF °0 0 90 SECTION A-A o ~ r ,: DNN PMX I PUNIER -i FIEVAiplx II[ UP 6' IAN. OEfAN NNw~N SECTION B-B AwxwRimN BDTfOM OF RAMP mrA ~ r~NYNY iaeao Y ~,. TD BE FLUSH', ~~~ ~A~AYIWRP wxuwr~r.` LIP DETAIL :,.+mi PNNm a Ru Pa°x mAx®Wxu mmi NA ANns NYNU"w%. m. mNmY nnA wu v na uYaN mua YmavA NmYm `~~ .~ ~~• ° mNd~WPY~"Y r A mm a mLawrz mn.A TAHDW Ti361A MA81Bi RAN CCNNANRY Mll) BLOCK RAMP 6ARRIER CURB ROLLED CURB AND GUTTER AND GUTTER OUTLINE • ~.: .4 °~ ;A SUPERIMPOSED SECTIONS 18" 8 •~ ~~ atip ~~TFR~ ~, ~ ~ ~ ~ 51 I T~~'CON ~Np DC G~~~ ', ISOMETRIC VIEW ~ 24° TAPgAIA 16tl1A MAHIBi PLAN CbMM1N11' 1'aN, WA&NOTON CURB TRANSITION DETAII. RE510RAlIIX! SURFACE ffE AESfOMnON rAmE IIDN: $ AESNW11gV TABU: B• FlN91 MADE S.I W W BADOEL Sff ~ n~ ~S RESIOAAWa iISIE ~ g g°N ~ / YMNTMN 90E ' ~ ~ ~' PAS 05981E __ SEWER uxE ,~~ PE BWDING i0A FD%IBLE PIPE II ~ ~ qPE O.D. ~~_._._L_- ___ W1Y PRE53UAE o.o. 21' aLAMTr w ®L - LPD9® 9A3A5 BASE WJI@ °" - rn9wn RwAa Ia mLWSE CITY OF YELM DEPT. OF PUBUC WORKS TYPICAL A$-BUILT PIPE TRENCH APmoxo Dwc xa Q~~~7 aT.ENaNLER DATE 7-3 gG PM% PM% MTD 4/11/OD ROADWAY AND UTILITY IMPROVEMENTS ,oexoMDnR: oalo4 REVISIONS CALL UNDERGROUND LOCATE TWO DESIGwBUILD Tr DESIGNEDDr DATe By oescRPrloN DRAWING NC. CIVIL•TRANSPORTATION p TAHOMA TERRA DIVISION ' 1 &2 .A . 10131 NA.PNf REVISED PERCIttCOMME TS DATED 10!24105 WORKING DAYS BEFORE YOU DIG t I PIANNING•SURVEIING YELM WASHINGTON DRAWNDr. NA.DGB 1119 NA.N/f RfV19EDPERCITYCOMMENTSDATED1118105 ROADWAY & STORM 1.800424.5555 4200 6th Avenue, Ste. 301 , N ~,' cnecFeD ar: SLC 1012006 DPC ASBUILTS APPROVED FORE I1RUCfIDN R'14 E~ lacey. WasMngtorl 98503 ~ 512007 DPC REVISED PER CITY COMMENT54I12107 DRAINAGE DETAILS ~~~~', (360)493-6002 (360) 493-2476 FcR SEC. 24, T17N, RIE ~ 51P007 DnTT Dr. DATE. DEVaorMExrRrvlnvExcxuEER Consulting Group A MASTER PLANNED COMMUNITY BY x"'~ SHEET 2 I OF 73 TAHOMATERRA, LLC De APPROVALExRIRES - _ ~fi~~ T- tYfi ~T~ E // BAA B SECTION A-A Y° % 14° % 1• CUSTOM CAIV STEEL CHANNEL W//7 NCH H /4 BAR W/12° PROJ. 11 /B BAR 5 6°~C-B' ~ D SECTION 8-B Y" % SS° % I- CUSTOM CALV. STEEL CHANNEL W//3 ANCHORS // BAR - /8 BAA 1 -LEI-F-~EI- G FRONT ELEVATION RESTORATION TABLE 1 susA¢ TW£ MIWF53 BAOAIW tlNPACNN RDAN3 mYmirs/ OWRW IffA1PE1@!R DN96 Nwra (~ WFSA2 TGP muR¢ NIECI BAORLL mvADr TB YR iM191 BUAF 91X1 £ SYWM s m~rNrt WNH Ep51NA AC PAVDw1R Y,m aAYL WAa SYN. W WC A AG PAwY NNFR f au 9R(AQ T6 mIWH ~~ Amy awAn m IR M91 AO.NMY N anraN~ ro Au cr.AGET Nm DRYS 5UNB3 9W1 YA1W mioWTE AP6A6 (NewWAYASmEr.W%) wra FISSIIIB wiirn.TE TxlD3rs aT¢T eADWU mwACn m o$ YATG wslnc FYN ITIIWN; ANA mYE IAM/lINOBGNE HYOIIA4ID/ WANNACA OWR N' YN 114E A TID wA D~AC1 ~ 1X91 R4•R SMALL E SYOAM ! tDISSTANf wM EuI1N YuoE uxwroWD 9fAR x/A ~~ TW ~ xnw eAmRA r .Na3 FWmxc ARADE W swan! OI CURB RETURN BCR CBM78 ECR STATION OFFSET ELEV. 4+32.67 33.06' LT 341.30 I +54.22 17.1 T LT 340.99 1+42,25 16.00'LT 341.06 RADIUS 35a O CURB RETURN BCR CBM79 ECR STATION OFFSET ELEV. 3+30.67 33.00 LT 341.31 1+54.22 17.36'RT 340,98 1+41.75 16.00'RT 341,07 RADIUS 35.a O CURB RETURN BCR 112 ~ ECR STATION OFFSET ELEV. 4+30.00 6.C6 L7 341.85 4+24.00 0.00' 342.00 4+30.00 6.00' RT 341.85 RADIUS 6.0 T,AL,o~en e~ yn O , F--a ~ --~-_ ~___~__ 25 4+00 ~3+75 3+50 3+25 O ~~ IN ~^ Z + 2 _ _ _ ~ I ~ O _~ ~ I ,\ 78~ I 79 /--- / ~\ ~ ~+ /~ 1 V I~ ~/ A I I I I 1 ~ I ~ ~" I I 1 SEE SNEFT R-I AND R-I 7 I~ ~~ l~ BCR ! ~ I Bp21 20 / ti ECR I X Iry 02 CURB RETURt\ 1 O CURB RETURN BCR CBd20 / ECR h~ STATION OFFSET ELEV. 20+64.80 33.Oa LT 333.15 -0+54.43 17.64' LT 332.31 -0+69.93 I S.Oa LT 332.49 RADIUS 35.a STATION OFFSET ELEV. 21 +75 42 33.Oa RT 332.89 -0+54.43 17.64' RT 332.31 -0+69.93 15.00' RT 332.49 RADIUS 35.a ~O, / OQ V / ^ ~1 O CURB RETURN STATION OFFSET ELEV. 20+73.51 33.00' LT 333. I 1 0+54.43 17.15' LT 332.32 0+66.34 16.0(7 LT 332.42 RADIUS 35.a Q ~ ~ °x2 ~ ~ ~~R ~~~~ S ~ S ~` T 4o CURB RETURN xp / BCR . .. / ~ ~~ Ox Bd23 ECR '~ "~ ~`•,/ X ~;• 19 ~~ ~ i R-3 AND R-4 STATION. OFFSET EI~V. 21+66.72 33.00'LT 332.87 0+54.43 17.15' R< 332:32 0+66.34 16.00' RT 332.42 RADIUS 3s.a J V / ~ ~`~t o3 1 BCR O ~~ ~~~~ ~NG~,R 22 ~R2 4 ,rAA- O 01 CURB RETURN STATION OFFSET ELEV. BCR 3+10.29 13.00'LT 336.67 ECR 11+62.46 33.06'RT 337.66 RADIUS 35.a OZ C N BCR ECR STATION OFFSET ELEV. 3+10.28 1800'RT 336.67 12+57:77 33,Oa RT 337.18 RADIUS 35a O CURB RETURN BCR 112 ~ ECR STATION OFFSET ELEV. I 1+60.00 6.Oa LT 338.21 11+66.00 0.00' 338.30 11+60.00 6.C0'RT 338,21 RAD1us 6.a X~ ~ l y \ 77 ~O \ \ Gw O 0 // ry\ x s C~y4 / 1~x~ ~ ~x o ~ S~ ~o0 16 / I 2 ~ / I 0 \' tix JO• I ~x Vv / I b~ / ry / / ~~X O~~ 2r/ / ~0 P~ / ' / tiX ~ / ~ II ~ / ~/ ~C7 / ~X ~7I - SFF SNFFT R-fl AND R-19 01 CURB RETURN 8CR ECR STATION OFFSET ELEV. 0+52.73 18.Sa LT 335.68 1+36.15 16.Oa LT 334.60 RADIUS 35.a O CURB RETURN BCR ECR STATION OFFSET ELEV. 0+50.95 18.50' RT 335.69 2+46.14 16.00' LT 337,55 RADIUS 35a / h 71 30 ~I ~ I I ~ J \\ / ~~I 3 I I ~~1i V O / r ~ ~ h Ix ~ r x 2s ~xS ~ I O \ ~ \~/ ~ CO ~s '` ~ \ NG ~ O , .\ M~R~S ~ r . \ 2x~ ~~RF\F\r ~s ~ ~ ,~ \~ D 5Ct SYlttl K-4 NOTES: I .ALL STATION AND OFFSET DIMENSIONS ARE TO THE FLOWLINE OF GIJiTER, 01 CURB RETURN BCR ECR 02 CURB RETURN BCR ECR LONGMIRE STREET SE -~' 7+50 7+75 ~-~'-- -+-_ -_-f- ~~-00 8+25 8+50 O N I I Q O -- 0 1^ _ _-__ I ~ IN I o E LL I~ SEE SHEET R-5 DESIGN/BUIID ROADWAY AND UTILITY IMPROVEMENTS ,oeNw,nrx: 0410A REVlslous CALL UNDERGROUND LOCATE TWO clva•TwANSPORTATION p TAHOMA TERRA DIVISION - 1&2 p~cnc°7r: n DATE 10/31 BY NA nvr DESCRIPTION P EVISeDPERC1tt WORKING DAYS BEFORE YOU DIG DRAWING N0. ' PtANNING•BURVEtlNG pRAVnJ er: VAL. TT. NA I 9 , A , coMMENTSOareDlol2alo5 ~ YELM, WASHINGTON U N .TNf REVISED PER CITY COMMENTS DATED 1118105 1-800-424.5555 42nD 6th Avenue. Ste. 301 Lace Washin ton 98503 i cnecapeY SLC 1012006 DPC ASBUILT3 CURB PLAN DETAILS AreROVmroRCOnsmurnou R-15 ' ~ ~ y, g ~ 51X07 DPC REVISED PER CITY COMMEMS 4112167 I~~~', !360)493-6002 SEC. 24, T17N, RIE ~ °aT° 512097 er: pah: Consulting Grou 1360) 493-2476 Fax A MASTER PLANNED COMMUNITY BY ' oeveLOPnaNr Renew eecweeR p TAHOMA TERRA, LLC ~ scant 1' = 2a aPPROVALIXPIRfS: SHEET 22 OF 73 _ STATION OFFSET ELEV. 7+41.66 16.00' RT 34000 23+57.44 18.Sa LT 339.55 RADIUS 35.6 STATION OFFSET ELEV. 8+45.92 16.00' RT 341.36 23+53.12 18.50' RT 339.40 RADIUS 35.a ~?+, uLw. AP~+~ ~ or 75tH AYL. SC ~ ~ " ~ S 99M WAY SC b IWMAYL 9C ______ ^ ~R=10'___ ~ FACE OF CURB ~ 5• PARKING ISLAND R=10' TYPICAL ISLAND LAYOUT CURB TRANSITION TABLE ~~~-VZ--~~~ V 9EE CURB TRANSITION DE(AIL ON SNEEi R~ 14 STATION TO STATION OFFSET 0+50.95 0+55,95 RIGHT BARRIER CURB ROLLED CURB 0+52.73 0+57.73 LEFT BARRIER CURB ROLLED CURB AS-BUILT 04/01 noRlzoNTU coNTR6L: WASHINGTON STATE PIANE COORDINATE SY5TEM 6 THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 I PER THURSTON COUNTY HIGH PRECI810N NENJORK CONTROL POINT N0. 837 EIEVAT10N 349.235 O CURB RETURN STATION OF BCR 27+92.17 18. ECR II+29,56 FSET ELEV. 50' RT 342.55 16.00 LT 342.82 RADIUS 35.a STATION OFFSET ELEV. 27+85.33 18.5a LT 342.52 12+40.00 17.12' LT 343 35 12+54,68 16.00' LT 343.45 RADIUS 35.a STATION OFFSET ELEV. I I +30.06 16.00' RT 34283 28+94.17 18.5a RT 341.82 RADUS 35.a ~~ ~ W +I~ I s t\ I O G NTN 5 oG O + I Z ~~ W ,~ J _ - I /11 o + ~ ~ ° 29 0 NI~ /,~F I W X' 12k~' -f----~------lo ~-~ _---~''~ 12k5~ 11+25 11+50 11+97.i~ 12+00 12+25 LONGMIRE N I STREETSE o ,,,~'~ /\ _-'-' ______ ~ I f\ ~ I N %1777 -L ~ I 5FF SnFFT R-5 AND 04 CURB RETURN BCR EGR 12+62.38, 16.00' L ER EL.=343.49 12+62.38, 16.00' R ER EL.=343.49 STATION OFFSET ELEV. 12+27.64 16.Oa RT 343,31 28+90.61 18.Sa LT 341,94 RADIUS 35.a I 01 CURB RETURN 01 CURB RETURN ---`-------I----- BCR CBN53 54 ECR 100TH AVE SE --F----}-- -1----+- 2+00 2+25 r 2+50 2+75 O CURB RETURN 53 O /~ ~ +~ ss BCR 1 1 L 'I' 02 CBk55 -- U I® ECR STATION OFFSET EIFV. i +97,19 18.50' RT 338.53 2+12.00 2Z28'RT 338-G9 1+26.50 11.00'LT 339.07 RADIUS 25.0' STATION OFFSET EIFV. 2+69.19 18.Sa RT 339.41 2+54.37 22.28' RT 338.90 1+26.50 I LOa RT 339.07 I CC ~ N C I 0 T -I. I 2 I ^ O 5TA 1+07.96. I LOa t GUTER EL =338 79 T I . STA 0+80 14 18.50' L L I o f l O . , GUTER EL.=338.96 O O f 1 00' R 5TA I +07 97 O O . . , GDRER EL.=338.79 I _ I 'f I O STA 0+80.31, 18.50' R I ~ I GUTTER ft.=338.96 T 0 O i 1+ O I - I ~ RADIUS 25.a SFF SNFFT R-9 AND R-I BCR -__ L CBk56 -_____ ___ _ - ECR STATION OFFSET ELEV. 4+57.37 1850' RT 340.84 4+72.18 22.28' RT 340,74 I +44.33 I I.Oa LT 340.85 RADws 25.a 100TH AVE SE 02 CURB RETURN '''.4+50 4+75 ~ I 5+00 5+25 scR I ^ CBk57 56 * ECR 01 '- O 57 STATION OFFSET ELEV. 5+29.37 18.50' RT 340.76 5+14.56 22.28' RT 340.55 1+44,33 I L00' R< 340.85 RADIUS 2s.a I - - ~ ~ ~ O STA I+25,80, 1 LW' L I + I ~ GUTTER EL.=340.56 81 '~ O STA 0+97.86, 18.50' L GUTTER EL.=340.75 I 1 '. ~ I I O U O ~ O O STA I+25.80, I I.OaR GUTER EL=340.56 a R ~ ~ T 1+ 5 UTTER El 40 G I I o OVI+O ~ I 1 I I I I I~ i p I ? ~, I O I _ SEE SNEET P.-9 AND R-13 O CURB RETURN BCR 1 ill ~ f ECR O ~ I +T " O W ~ 0 N N G 0 O 100TH AVE SE I z O -I-----f----I-- 8+25 ---~--~ L ! 8+50 8+75 L 9+000 0 0 ~ N ~ c~ o ~ 5D I __ ~_ ______ __ __ ~~~ 49 'fit 0 N ~ t•- 0 CURB RETURN BCR ECR O 5TA 24+58.93, 18,50' L GUTER EL.=339.93 O 85.W I2 00' L T O ~ UTfER E G 0 R O T 6 =Z I O L8 ~ L 97 G UTTER E . 335 0 GUTTER E 40A9 O STA 0+82.97, 18.5a R GUTTER EL=336.14 O P STA 25+28. I I, 185a L GUTTER EL=340.67 ~~~ onto R-~ Hlw R- 1 a STATION TO STATION OFFSET 27+8033. 27+85.33 RIGM ROLLED CURB BARRIER CURB 27+87,17 27+92.17 RIGM ROLLED CURB BARRIER CURB AS-BUILT 04/07 nORZONTAL CONTROL: WASHINGTON STATE PIANE cooRDlNAresvsrEM d TnuRSTON couNTV rn6n VERTICAL DATUM PRECISION NERNORK NGVD 29 PERTHURSroN couNTYHIGH PREas1DN NETwoRR CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oesuNDER 04104 REV1s1oNS CALL UNDERGROUND LOCATE TWO DEBTGNreuILD 9 Desiceeoe.: TT DATE BY DESCRIPTION DRAWING N0. CIVIDTRANSPORTATION TAHOMA TERRA DIVISION ' 18e2 .Q 10131 NA.TWr REVISED PERCITY COMMEMS DATED 10124105 WORKING DAYS BEFORE YOU DIG ' I PLANNING•SURVEYING YELM WAS"INGTON owwn+er VAL. Ti. NA 1 119 NA.TWr REVISED PER Cltt COMMENTS DATED l 118105 1.800.424-5555 42006th Avenue. Ste. 301 , N = cnecrm av SLC 1012006 DPC ASBUILTS CURB PLAN DETAILS APPROVED TOR LONSTRUGTON R-16 ~~ laceq, Washington 98503 ~ 5(2007 DPC REVISED PER CITY COMMENT54/12(07 (360) 493-6002 L•/`~1~ 1360)493-2476rax SEC. 24, T 17N, R I E ~ g/P007 DAh ar. oAre: DEVEtoPMEMetvlewwclNEEx Consulting Group AMASTERPLANNEDCOMMUNITYBY 1"= 2a scA~ SHEET 23 OF 73 TA"OMATERRA, LLC ro . APPROVUrxPlRts, O CURB RETURN BCR CBp29 ECR O CURB RETURN BCR ECR 1 O I of CURB RETURN O 1 I 1 BCR I ECR O I A I1-~ ~ j " ~~----------- ~ o F W ~N 51 100TH AVERSE Q > I 0+ 5 --I----I---+- J1 520+50 0+75 1+00 rry O O WIC ~ 0 o-- ~ -------- ~. O l ~N I ( ' O CURB RETURN O 5TA 2+79,33, 18.50' L GUTTER EL=336.36 6 STA 2+52.55, 11.00' L GUTER EL=336.44 C STA 2+35.66, 11.00' L GUTTER EL=336.43 O STA 2+08.88, 18.50 L GUTTER EL.=336.33 BCR ECR STATION OFFSET ELEU, 2+ 11.06 - 18.50' RT 336.84 0+38.99 I LDa RT 336.48 RADIUS 25.a E STA 0+66.39, I l .C0' L GUTTER EL=336.04 O STA 0+92.57, 185a L GUTTER EL=336.30 ~ STA 8+26.15, 185a L GUTTER EL=339.55 H 5TA 8+52.32, I LOa L GUTTER EL=339.83 O STA 8+26.57, 18.Sa R GUI TER EL.=339.55 L STA 8+52.73.II,OaR O GUTTER EL=339,83 R-6. R-8 AND R-9 /a~ \_i STATION OFFSET ELEV. 2+80.31 18.50' RT 336,86 0+47.37 I L00 LT 336,45 RADIUS 25.0' STATION OFFSET ELEV. 7+13.37 18.50'RT 339,50 1 +44.25 I LCO' LT 339.68 RADIIAS 25.a 100TH AVE SE O CURB RETURN ---{--- {---- BcR 7+25 7-50 7+75 cBa6o I ECR (\ STATION OFFSET ELEV. 7+85.37 18.50' RT 339.85 7+70.56 22.28' RT 339.55 1+44.25 IL00'RT 339.68 RADIUS 25.0 O ~+ O -- r __ I ~ ~ ~ T + 1 ~ ~ 9TA I+25.71, II.00'L GUTTER EL=339.32 ST0.0+97.78, I&5aL GUTTER EL.=339.50 O STA 1+25.71, I1.OaR /~ I / I GUTTER EL=339.32 Li I W O STA 0+97.78.. 18 Sa R I I to ~1N O I + I I GUTTER EL=339.50 I --, to ~ I I O +~O I I I~ I 7 -h I E STATION OFFSET ELEV. 24+57.21 18.50' RT 340.43 340.52 +70.77 11.00' LT 340.42 RADIUS 25,a STATION OFFSET ELEV. 8+71.12 ILW'RT 340.42 25+29.21 18.50' RT 341.23 RADIUS 25,a 07 CURB RETURN BCR ECR ______ R=10___ ~ ~ FACE OF CURB 7:5, PARKING SLAND R=10' TYPICAL ISLAND LAYOUT NOTES: I ALLSTATION AND OFFSET DIMENSIONS ARE TO THE FLOWLiNE OF GUTTER. CURB TRANSITION TABLE O O SEE CURB TRANSITION DEfNL ON SHEH R-14~ O CURB RETURN STATION OFFSET ELEV. O STA 0+46.94, 18.54 L BCR 0+28.61 26.51'LT 341,96 GUTTER EL.=341 36 U4 Q ' 34212 O 9TA 0+28,61, 26.51'L GUTTER EL.=341.46 ill Q 342.43 314 Q 342.12 O 9TA 0+46.94, 18.54 R GUTER fL=341,36 ECR 0+28,61 26.51'RT 341.96 0 STA 0+28.61, 26.51'R RADiIfi 39.0 GUTTER EL.=341.46 -7 ~ I r- ~~o I 1 OJ ~~0 I 1 0 ~ VI \ O N 1 ,0 0 1 1 62~ 1 O I 3d~' O I O ~~ I $ A\ 62 y1 \ O ~ ~ s 7~ bo' o6Eo ~ ~ ~ ~ - ~ ~ O O ~ O 93FV 3A~, .\ SEE SHFFi R-I 3 L II I /1~ i OI CURB RETURN BCR I(4 Q 12Q 3/4 Q ECR O STA 0+46.94, I B.SO L GUTTER EL.=340. I I O 9TA 0+28.61. 26.51' L GUTER EL=340.21 O 5TA 0+46.94. I B.Sd R GUTTER EL.=340.1 I 0 STA 0+28.61.26.5 I'R GUTTER EL.=340.21 O 1 -~ ~ I r-- I IO I ~~ ion I 1 ~ 1 ,~ ~ I \ O N \ ~ B I + 0 ~-- ~~ , / 1 ~ P~ 1 T 3 O I 3RG O I 0+.......... I I dj A03 ~ I y1 s~ ~ ~. ~ 3 y0~ 1 ~ 0 ~ 7 \ O 6~e~ ~ 6 ~ 3A0 ~ .~ SEE SHEET R-13 STATION OFFSET ELEV. 0+28,61 26s1'LT 390.71 340.87 341.18 340.87 0+28.61 26.51' R< 340.71 RADIUS 39.4 ~.' o i ~ ~ 7 ~ 7 ~% / O v 7 ~/ ~~ / 0 / ~6" 0 /~ O ~ ~O i ® /~X 7 / / ~7~ ~ i ~ x ~h ~ 1 O / ~X / / ~ 11 T `JO X ~ ~ ~ ~~ I ~ ~~\/^h ----------- --- ws ~~ ^X 0 ~ N I ,0x ~ ' ~ _ ° 9TH AVE. SEA 'Y 0+50 " 0+75 1+00 h~~ % ~ B P / O° X ~ 37 1 ^x ----------- --- I ~, ~O . r\~ ~ I SEE SHEET R-r; ANTI R- I I OT CURB RETURN BCR ECR STATION OFFSET ELEV. 8+07.18 I LCa RT 337.65 0+52.22 11.04 LT 336.70 RAD]U5 25.0 O CURB RETURN BCR CBA37 ECR STATION OFFSET ELEV. 0+41.79 I LOd RT 33674 7+25.47 17.62' RT 337.04 7+16.11 18.54 RT 336.99 RADIUS 25.4 O 9TA 8+76.07. 18.54 L GOITER EL.=337,68 O STA 8+A9.55, I I,OOL GUTTER EL.=337,49 O STA 8+36.18, I LCD L GUTTER EL.=337.33 O STA 8+09.66, 18.54 L GUTTER EL=337.01 O STA 8+76.07, 18.sa R GUTTER EL.=337.68 O ST0. 8+50.32, I LOd R GOITER EL.=337.50 O 9TA 0+79.07. 11.00' L GUTTER EL.=336.34 O 9TA 1+05.25, 18.54 L O 5TA 14+22.92, 18.501 I I ~ STA 15+67.93. I I,00'L GUTTER EL=341,48 I I O GUTTER EL.=342.98 O STA 14+49.10, 11.00' L GUTTER EL =341 98 ~ ~ ~ I Z 9TA 15+94.10, 18.54 L ~ . . I . I .~ ~ ~ GUTTER EL.=342.20 I ~ ~ --------- -~ I ~ ~ N - -- --------- -~ + g I O V 0 0 ~ 0 0 O ~ --+--- ~ ~ 14+25 14+50 14+75 15+00 ~ 15+25 15+50 15 5 16+00 TERRA VIEW ST. SE OT CURB RETURN o2 CURB RETURN BCR BCR C ECR ECR btt SY1tt1 K-7 ANU K- 12 CURB TRANSITION 7ABIF O STA 4+70.97, 18.54 L GUTTER EL.=337.51 ~ STA 7+91.77. 18.54 L .GUTTER EL.=342.96 O 5TA 8+ 17.95, I LCa L GUTTER EL.=343.73 D STA 0+79.07, I I .CO' R GUTTER EL.=336.34 O sTA 1+os.2s, 18saR GUTTER EL=336.53 Q 97A 4+01.79, 18.54 R GUTTER EL.=336.88 R 5T0. 4+2297, I LCd R GLITTER EL=337.19 O STA 4+44.79, 11.00' R STATION OFFSET ELEV. 8+3671 I LCO' RT 344.67 20+22.21 18sd RT 344.90 RADIUS 25.0 AT E O 18 .54 L T O ST 4+01.79368.54 L O 9TA 4 +70.97318.54 R 6 UfTER EL =345. G GUTTER fL.=336.88 GUTER El.=337.51 O STA 19+78.01, I L00'L 0 T 9 1 0 L 0 4 R T 2~ 1 S G UTTER EL 337. 19 UTTER E G 342 97 O OD' L T 94~ O T 7 4 L 0 ~ R T 8 3 345 O G UffER E G UITER E~, 337 39 G UITER E 343 7 O 9TA 20+21.04, 18.54 L -------L----I------~- 0 0 ~ I 71 0 99TH AVE. SE 4+00 4+25 4+50 4+75 , 0 72 OT O 0 'T-- -----~--- -r----- GUTTER EL.=344.43 I ---- ----- ~~~~ I --- olm 1 A 0 0 ~ - _ ~ 99TH AVE. SE ~ ~ ~ ~ I 8+00 8+25 8+50 g N7~5 Z Y I O O O O I -- --0---- O ~~-1 N~ ~ I N+~ ~ D U I I I I Deslcw9uaD ROADWAY AND UTILITY IMPROVEMENTS GIVIL~TRAN9PDRTATIDN TAHOMA TERRA DIVISION 1&2 ' I PLANNING SURVEYING - ~ 42006th Avenue.5te.301 YELM, WASHINGTON ~ ~ ~; Lacey, Washington 98503 (360) 4936002 ' SEC 24 T 17N R I E ` Consulting/Group (360) 493-2476 Fax . . , A MASTER PLANNED COMMUNITY BY TAHOMA TERRA, LLC JOB NUMBER: 04104 DES1GNm BY, TT DRAWN BY: VAL. TT, NA CHECKED BY: 5LC Dart: 5!2007 scAIE: I ~ = 2d STATION OFFSET ELEV. 0+36.20 16,Oa LT 342.26 14+67,51 IL00 LT 342.72 RADIUS 25.4 O CURB RETURN BCR ECR STATION OFFSET ELEV. 19+50.21 18.54 RT 345.37 8+36.36 11.00 LT 344.67 RADIUS 25.0 O CURB RETURN BCR ECR PER CITY CO A9 TED PER CITY STATION OFFSET ELEV. 0+35,80 16.00' RT 342.27 15+49.52 I LOd LT 343.07 RADIUS 25,4 nV V SEE CURB TRANSITION DETAIL ON 9nEET R-14 CURB PLAN DETAILS ______ R=10'___ FACE OF CURB ~ 5• PARKING ISLAND R=10' TYPICAL ISLAND LAYOUT NOTES: I .ALL STATION AND OFF9ET DIMENSIONS ARE TO THE FLOV/UNE OF GIfTTER STATION TO STATION OFFSET 14+6251 14+67,51 LEFT ROLLED CURB BARRIER CURB 15+49.52 15+54.52 LEFT BARRIER CURB ROLLED CURB AS-BUILT 04/07 noRlzoNru courRDL: WASHINGTON STATE PLANE COORDINATE SYSTEM s rnuRSTON coulun HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PERTHURSTON COUNtt HIGH PRECISION NEN/ORK CONTROL POINT N0.837 EIEVATIDN 349.235 CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-800-424.5555 AwROVED PoR wNSrRUnaN BY~. DATE: _ DFVEIOPMEM RMIEW ENGINEER APPRD4AL IXPIRS: DRAWING N0. R-17 SHEET 24 of 73 O ~ 01 CURB RETURN __ } ~ I BCR I I ECR N IN ----- N 1 O O B S w ~ + 6 99TH WAY S E _ _ 0 I +25 62 0 +50 0+75 1+00 Oz O O W ~ 34 i I o2 CURB RETURN ~O 1 I '~ ~ BCR I CBd34 ECR STATION OFFSET ELEV. 5+3265 18.50' RT 335.97 0+43.48 11.00' LT 335.26 RAD1us 2s.a STATION OFFSET ELEV. 4+60.65 18.50' RT 335.72 4+66.65 18.33' R7 335.69 0+43.52 11.00' RT 335.26 RADIUS 25.0' O 5TA 0+61,89. I L00 0 5TA 4+84.69. 11.00' L GUTTER EL.=334.84 G REL.=336.71 STA 0+88.07. 18.50 ~ STA 5+ 10.87, 18.50 L GUTTER EL.=335.1 S G R EL=336.50 STA 4+41.69, 18.50 L ~ ST 8+17.64, 18.50 L GUPTER EL=337.08 G R EL.=338.13 O STA 4+67.87, 11.00 L O ST 8+43.82, I LOp' L GUTTER EL=336.85 G REL.-338.A3 _ - ' - - - - O 0 - _ O ® O 99TH WAY SE -- --i-----E----+--- +- 25 4+50 4+75 5+00 5+25 O 64 ~N ~ O O O STA 0+61.93, I L00 R 0 STA 4+84.69, I L00' R GUTTER FL=334.84 GUTTER EL=336.71 O STA 0+88. I I, 18.50 R O STA 5+ 10:87, 18,50 R GUTER EL.=335.15 GUTTER EL=33650 O 5TA 4+41.69, 1850 R O 5TA 8+ 17.99. 18.50 R GUTTER EL.=337.08 GUTTER EL.=338.14 STA 4+67.87, 1 1.00 R ~ STA 8+44. I7, 11.00 R GUTTER EL.=336.85 GUTTER EL=338,43 SFt SNFET R-6. R-H AND R-10 ~ I I O CURB RETURN `~¢ T~a+a~w. i ~ } -~- ~ STATION OFFSET ELEV. '~ N ~ I BCR 22+01.21 18.50'RT ' 339.59 gglN AyE, gE ~ ECR 8+62.23 11.00 LT 339.03 ~ ~ I RADIUS 25.a O O 1 o s ti 9E L7 ~ $ ,WIM AVG . k ~ - 46 L~ I o4 CURB RET URN ) 5 -- ------- - I N STATION OFFSET ELEV. E HO ~ ~ O ~.. BCR 22+73.21 18.50' RT 339.50 AY M qP O N N ECR 8+62.58 I L00' RT 339.03 ' N N ~ RADIUS 25d SEC TI7N RI E W M 24 99TH WAY SE N ~ , , . . . , ~ 8+25 8+50 8+75 9+Q9 J 47 1 O O N I ~ i ~_ _ _ _ _ _ R=10' O ~ FACE OF CURB ~ ~ I ~ ~ 5, PARKING I ISLAND ' ~ ~ W ~ R=10 +~ ~ TYPICAL ISLAND LAYOUT N~ ~. ~, EXISTING PROPERTY LINE 01 CURB RETURN _ _ ` ~ \ BCR GB#45 ECR 0,7-x' 44 ~ STATION OFFSET ELEV. 17+09.87 18.50' RT 342.12 17+36.69 17.62' RT 342.04 17+66.24 18.50' RL 342.15 RADIUS 17.50' \ / °-'~~ Q \ TERRA VIEW ST. SE z ` _ - -I- - - 1 02 CURB RETURN 16+75 17+00 7j ~ ~ x2s~ c I d I BCR a 'Wp u' cBa4a '. 01 ~~ v+ ° I ECR ~~ ------ k } ~ I STATION OFFSET ELEV. 17+08.74 22.50 LT 342.07 17+31.64 33.08' LT 341.75 17+67.37 2ZSa LT 342.11 - - 45 ~ II ~ I N I~ I Z~ , v z } ~ ~ I ~ W 0 .,~ N O STA 16+90.19, 18.50' L GUTER EL.=342.22 STA 17+08.74. 22.50' l D O GUTTER EL.=342.07 I O STA 17+67.37.22,50'1 '8 ~ } O f - ~ I O GUTTER EL=342.1 I STA 17+85.92. 1850' L GUTTER EL=342.34 O I W RADIUS 45.0 O1 CURB RETURN ' BCR CBN73 ECR 02 CURB RETURN o ~ ~ I ~W~4N1 _ 1 I T O D 73 c1P1- pR.. ~ I 1 OkQS ~ G +5075 < ( ` 2 ~~,` f i ~ 1 T1 O~\ , 1 ~ N~~ ~, t ~ 1 ~ \ SEE SHEET R-12 BCR CBN75 ECR STATION OFFSET ELEV. 0+30.89 18.00' RL 336.12 0+48.00 I I.13' RT 335.32 0+50.59 12.00' Rr 335.33 RADIUS 35.a STATION OFFSET ELF_V. 0+48.60 12.Oa LT 335.33 0+48.00 11.13' L7 335.32 I +05.63 18.00' RT 335.91 RADIUS 35,0' ROADWAY AND UTILITY IMPROVEMENTS ,OBNUMDER oaloa REV1s1oNS CALL UNDERGROUND LOCATE TWO DESIGNrBmLD ~ ~ ~csICNEDer: ,T DATE By ~ DESCPJT'T10N DRAWING No, GIVIL•TRAN9PORTATION P ANNING•SURVE 1 TAHOMA TERRA DIVISION -1&2 ~+ 1031 Nanvr REV1seDPFRCITYCOMMENrsDareD 1or24ros WORKING DAYS BEFORE YOU DIG ' 1 t I NG YELM WASNINGTON DRnwNDr VALTT,NA 1119 NA.TWi REVISED PERCIttCOMMENTSDATED1118105 1.800-424.5555 4200 6th Avenue. Ste. 301 , N cnecrSD ar: 5LC 1012006 DPC ABBDILTS CURB PLAN DETAILS APPROVCD TOR cONSTRUCfION R-18 ~~ Lacey, Wash,ngton 98503 360 493 6002 ~ 512007 DPC REVISED PER CItt COMMENTS 4112107 ~', ( ) - 1360) 493-2476 Fax SEC. 24, T 17N, R I E ~ DaR: Sr2C07 er Da¢. Consulting Group A MASTER PLANNED COMMUNITY BY I„ _ 20 5C0`~ Deve~fMe,r Rfvlcw eNC,NCFx 25 73 TANOMATERRA. LLC oe ' arPROVatrvnRts: OF S"EET NOTES: I .ALL STATION AND OFF5ET DIMENSIONS ARE TO THE ftOWLINE OF GUTER. AS-BUILT 04107 HORZONTAL CONTROL WASHINGTON STATE PIANE COORDINATE SYSTEM b THURSTON COUNtt HIGH VERTICAL DATUM PRECISION NEfR~ORK NGVD 29 PER TNURSTON COUNTY NIGH PRECISION NETWORK COMROL POINT N0. 837 ELEVATION 349.235 O GURB RETURN rAnwPr stw. r ( ~ y, BCR ~ ~}' A .9E ~ ~ ECR ' y I 1 I ~ a m ~'i ~ sgmwarse ~ ( O 1 ~ ~ IOO 1 1 00 / 20 CURB RETURN RIAV[.9E sg ~G G F G 8 ~~ I ~ 1 1 ~ BCR E 1 ECR I I KEY MAP / b ! ! u.rs. N 1 ~~ O CURB RETURN SEC.24. TI7N, R1E, W.M. i © !O^ 2 O I BCR I I ECR ( I h 13 ~ ~ ~ , ______ R=10'-_- ~ I ~ ~ FACE OF CURB ~ ~ ~ 04 CURB RETURN PARKING I O 7 ~ ~ UU" 7,5 ISLAND I R=10' ~ I ((~ BCR I ECR i ~ ~ TYPICAL ISLAND LAYOUT ! I I ~ I ~ ~ ~ r ~ CURB RETURN ~ ~ ! NOTES: ( f .ALL STATION AND OFFSET DiMEN510N5 ARE i0 TtlE FLONIINE OF GUTTER I I BCR I ~ 1 ECR I I ~ ! i I I I ~^~ // W ~ ~ I ~ O CUR TU I * ~ M RN B RE I W ~ ( 04 BCR ECR I I Q I ~ I I v+j I~ ~ 07 CURB RETURN = I I Q I ~ BCR I I ^ ~ ~ ECR i + 8o CURB RETURN I I BCR I + O ECR ~ O I I O ~ O CURB RETURN I ~ I 1 ~ I BCR I ~ I ECR I O O I I ^ I ~ 1o CURB RETURN I + ,~ ~ ~ I ~ g~R AS-BUILT .' ~ I ~ 04/07 I O I I T ~ I I I I10R170NTAL CONTROL: ^ T NE W ~ ( ~ ~DORDWATE SY5TEM I ~ 4 I h q rnuRSTONCOUNTVnICn ~ ~ j ,~, ~ MM W VERTICAL DATUM PRfQ510N NEfWVRK 10 ~ I ~ NGVD 29 PER TNURSTON COUNtt tlIGH PRECISION NEBNORK SEE SNEET R-2 AND R-3 CONTROL POINT N0. 837 ELEVATION 349235 ROADWAY AND UTILITY IMPROVEMENTS LoBNUM6ER D41a+ REV1slovs CALL UNDERGROUND LOCATE TWO DeslcwBUaD ~ DESicNEOen n DATE By DESGRIPTI°" DRAWING N0. ava•TRANSPOI:rATION PIANNING•BURVEYING TAHOMA TERRA DIVISION -1 &2 ~ VAL R ia31 NA,Twr REV1seD PERCIttcoMMENrs DATED loiza(as WORKING DAYS BEFORE YOU DIG ' I YELM WASNINGTON , .NA DeAwNBr: 1119 NA.TWf REVISED PER CITY COMMENTS DATED I118105 1.800.424.655b 4200 6th Avenue, Ste. 301 , N Y cnECxED sr: SLC Ia2006 DPC ASBNILTS CURB PLAN DETAILS APPROVED FOR CONSTRUC110N R-19 Lacey, Washington 98503 11 (360) 493 6002 SEC 24 T 17 R I E 5(2007 DPC REVISED PER CItt COMMEMS 4112107 - ~ ~, ' ~ (360 493-2476 Fax ) . , N, {Fr' 51P007 DATE' sr Dare. DEVELOPme"rRrvlEweNDI"r~R Consulting Group A MASTER PLANNED COMMUNITY BY I' - 20' SCAIf SNEET 26 OF 73 TANOMA TERRA, LLC ~ . APPROVALIXPIRfS, STATION OFFSET ELEV. 14+00.00 6.00' RT 337,01 15+80,80 6.00' RT 336, I I RADIUS 606.4 STATION OFFSET ELEV. 14+OO.CO 4.00' RT 337,05 14+49.30 2.23' LT 336.85 RADIUS 150.4 STATION OFFSET ELEV. 14+49.30 223' LT 336.85 14+79.36 6.00' LT 336.62 RADIUS 150.4 STATION OFFSET ELEV. 14+79.36 6.Oa LT 336.62 15+80.80 6.Od LT 336. I I RADIUS 594.0' STATION OFFSET ELEV. 18+35.60 6.00' LT 334.84 19+25.00 6.Od LT 33438 RADIUS 721.0' STATION OFFSET ELEV. 18+77.71 203' RT 334.71 19+25.00 4.00' LT 334.42 RADIUS 150.0' STATION OFFSET ELEV. 18+46.40 6,00' RT 334.78 18+77.71 2.03' RT 334.71 RADIUS Iso.a STATION OFFSET ELEV. 18+35.60 6.00' RT 334.84 18+46.40 6.Od RT 334.78 RADIUS 709,4 STATION OFFSET ELEV, 14+00.00 6.Od RT 337,01 14+D0.00 4.00' RT 337.05 RADIUS 1.0' STATION OFFSET ELEV. 19+25.00 6.00'LT 33438 19+25.00 4.00' LT 334.42 RADIUS I a ;ATCn ~ I \ BASIN 5.5'~ P-5.5'~ 1 B' WATrR MAIN 4.51EP MAIN ROAD CROSS SECTION "B" CARLY LANE STA - 0+00.00 TO 2+ 10.00 NEIGI1BORf100D COLLECTOR LEGEND (~I 3" ABPNALT CONCP.fTE PAVEMENT i O 4"ASP"ALT CONCRFfE PAVEMENT OS 2" CRU9"ED SURFACING TOP COURSE 04 8"BALLfST '. ~5 I' BALUST Og 4"CONCRffE SIDEWALK PER GIN OF YEIM STD. DWG 45 AND 4- I I ON DWG R-14. PPJOR TO CONSTRUCfIDN. CONTRACTOR 5"ALL VERIFY DRIVEWAY LOCATIONS. n 1T GR> MAJOR ARTERIAL I-G D~--I VARIES 3t GURER (ttP.l AS-BUILT 04107 ROAD CROSS SECTION "C" BERRY VALLEY DR. SE STA - 0+00.00 TO 3+76.09 LOCAL ACCESS COMMERCIAL ROADWAY AND UTILITY IMPROVEMENTS ~oDNDMeER o41oa REVISIOIUS CALL UNDERGROUND LOCATE TWO DE9IGWBUILD DESiGnED6P RH TT DATE BY DE9CWFTION DRAWING NO. ava•TRANSPORTATION TAHOMA TERRA DIVISION -1 &2 1x31 NA.Twr REVISeD PERCITY coMMENTS DATED laz4ros WORKING DAYS BEFORE YOU DIG PLANNING•BURVEYING ~ YELM WASHINGTON oRAwnDr NA III9 NA.iV/r RfVISEDPERCIttCOMMENTSDATED1118/05 TYPICAL ROADWAY 1-800-024.5555 4200 6th Avenue. Ste. 301 , }.' cnecaD av. 5LC Ia2ooG DPC AsSUaTS APPROVED FOR LONSTRULfION R°2~ ' ~ Lacey. Washington 98503 4 512007 DPC REVISED PER CI1Y CDMMENTS 4112107 SECTIONS I ~ `~, (360) 93-6002 (3501493-247G Fax SEC. 24, T 17N. R I E sr2co7 DA1E' 6P DnTe. DEVE~oPMENT REVIEW ENGwEER Consulting Group A MASTER PLANNED COMMUNITY 8Y ~. _ 5, sLAI~ SHEET 27 OF 73 TAHOMA TERRA, l1C oe . AFPROVALEYHRES env 4 -l aD' 56,0' 28.0' L-Sry 16.d I 16,0' UPlltt E0.5EMPM SIOEWWf, PiA~I"IY SCRIP iRARIL WR I TRAFIL U1Nf _ -I I' HORIZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM TnuRSTDN counm HIGH VERTICAL DATUM PRfCIB10N NETWORK NGVD z9 PER THURSTON COUNII' HIGH PRECISION NETWORK COMROL POINT N0. 837 ELEVATION 349.235 eAv ~ID.a- -5,°'-1 SIDDNW. U11M'EPSEMEN~ wo+ Ioa~ p r50'- I U1IUIYFOSEMEM SIDPwAk 4. I I~ '^t F 56 0' -30,5' -7.5' I1.0'~~II,O'- PARNNG LANE iRAFfIC UWE TRAFfIL NNE /.A I II> H ~ I b N 8'WA1ER 5.5~ MAIN t~55 2'STEP MPIN ROAD CROSS SECTION "D" TERRA VIEW/GLENN SE STA - 0+00.00 TO 28+43.43 99Th AVE. SE STA - 0+00.00 TO 8+80.03 LOCAL ACCESS RESIDENTIAL R/W 1oa- i.5' -'.5' I' ::'1'.--I I PARKNG NNf PNMER `TRIP I UilUtt eASeMeM I' I 2'CEN¢M GONG-ROUFD ~`~-~-.J CATCH CURB t GUTTER (ITP,) UTILIPES RAM1 ~ -10.0' 56.0' 25.5' U11UttEN5EMEM PIANI-~: STPJP PARKING IANe TRAFFIC UNE i TRAFFlC WJE I ,, I ~ ~ I 2' CEMEM LONG. Rg1ED ll11UilE5 LURB<GUTTER (Tl'P,) CATCEI I 1 b BASIN g•®R 5.5~ MAIN X55' 2'STEP MNN ROAD CROSS SECTION '°E" 99Th WAY 5E STA - 0+00.00 TO 9+05.91 I ODTI1 AVE. SE STA - 0+00.00 TO 9+ i 4.45 LOCAL ACCESS RESIDENTIAL 0 Rrw VARIES 10.0' ~-s a- 0 ~ UPUIY EASEMfM 51pNJAlA U I F 56.0' -28.0' 16.a 16.a- TRAffIC NNE TRA/FIC NNE I' _. _.~ LATGII 2 ~5.5`~ o 8A51N I 5.5'-~I 0 3 B'WATER MNN + 4' STEP MAIN ROAD CROSS SECTION "F" LONGMIRE STREET SE STA - 0+00.00 70 13+3 I ,5 NEIGIIBORI100D COLLECTOR RM+ lo.o'- 5.o'-I PNNTE'. `TRIP SIDEWAIA UT1Utt E0.5EMENT I' ~[S `-~ CEMEM CONC. BARWfR U1IUTIES CATCH LURBt GUTTER (hP.) 5 BASIN 0 -305'- ].5' 1' PARKNG NNf AS-BUILT 04/07 VARIE5 HORIZONTAL CONTROL. WASHINGTON STATE PLANE COORDINATE SYSTEM THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PERTHUkSTON CAUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS JOBNDMBER 04104 REwslous CALL UNDERGROUND LOCATE TWO DeslGweulLD L~ p ~/ DE5IGNEDBr: R". Tr DATE BY DESCRIPTION DRAWING NO. cIV1L•TRANSPORrAnoN PIANNING•SURVBING TAHOMA TERRA DIVISION _ 1&2 •Q A 10131 NA.TM REVISED PERCnYCDMMENTSDATED 10124J05 WORKING DAYS BEFORE YOU DIG t I YELM WA5111NGTON pRAwNBC N 1119 NA,TN( REVISED PERCI'fYCOMMENTSDATED 1118105 TYPICAL ROADWAY 1.800.424555 4200 6th Avenue. Sta. 301 (f , Nj' cnecKED Br. SLC lo1z006 DPC asauars APPROVED POP CDN51RUCilON R'21 Lacey. Washington 98503 11 j ~j (360) 493-6002 SEC 24 T 17N R I E 512007 DPC REVISEDPERCIttCOMMENT54112107 SECTIONS , ,~ , ^ 1 (360) 493-2476 Pax . , , A P ~ DAB 512007 Br, pAie, ptvaorMExr REV~eweNGweER Consulting Group A M STER LANNED COMMUNITY BY 7" = 5' ScAa` St1EET 28 OF 73 TAFIOMATERRA,LLC m APPROVALEZPIRES. LEGEND 01 2"ASPHALT CONCRETE PAVEMENT O 3"PSPHALT CONCRETE PAVEMENT 0 2" CRUSHED SURFACING TOP COURSE O 8" SAU{5T 05 4`CONCRETE SIDEWALK PERCITY OF YELM STD. DWG 4~9 AND 4-I I ON DWG R,14. PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY DRIVEWAY LOCATIONS, RhV ID.O'- ~l 50'~ ~TEG STRIP SIDPNPL( UT1UTr EA5EMENi I L.~ 1 DTIUN~ LIGFITS NLAY BE LOCATED ON THE LEFT OR RIGHT SIDE OF ThIE ROAD. SEE LIGIiFING PLANS FOR LOCATIONS. RAN -Loa UilUtt fABEMEM PUMBi STPJP I Ira UiINilES PAR1JHG LANE 4 ~, BG.o' __~lo.a- 30.5' .. _.-... I1.0' I II.a' 7.9 I' -- _ -- Bad V I TRAFFIC IANf ~ TRAFEIG LANE PARNNG UNE PIANiER STRIP SIOEWAIR ~ llllUtt fASEMEM to as I' a I ~ ,»° l UiILmE5 ' 2'CEMENT CONC. ROLLEa CURB E GUTTER (IYPJ l o.a~ I fl 12' STORM B' WARR ~ 2'BTEP PIPE MAIN MNN S ROAD CROSS SECTION "G", "H", 8~ "I" TAt10MA CT. STA - 0+00.00 TO I +70.00 LOCAL ACCESS RESIDENTIAL COLE CT. STA - 0+00.00 TO I +87.83 -vawEs 0 U LEGEND 01 2" ASPHALT CONCRETE PAVEMENT O 2° CRUSHED SURFACING TOP COURSE I O 8° 6AUA5T 4"CONCRFfE SIDEWALK PER CIN OF YELM STD. DWG 4-9 AND 4- I I ON DWG R-14. PRIOR TO CONSTRUCTION, CONTRACTOR SFIALL VEPJW DRIVEWAY LOCATIONS. DESlcweulLD ROADWAY AND UTILITY IMPROVEMENTS ,oBNUMBER. o4log REwsloNS CALL UNDERGROUND LOCATE TWO GIVIL •TRANSP°RTATDN TAHOMA TERRA DIVISION -1&2 ~ oE51GNfaBr' RN.TT DATE DY DESCRIPTION DRAwiNG No. PwNNING•suRVEnNC ~ 1a31 NA.rwr REVISED PERCITrcoMMENrs DATED laz4ros WORKING DAYS BEFORE YOU DIG ' I YELM,WASINGT~N ow,vn,Br. NA 1119 NA,i1Nf REVISEDPERCITYCOMMEMSDATED1118105 TYPICAL ROADWAY 1-800-424.5555 ~ 4200 6th Avenue, Sta 301 cnfcREa Br. 5LC I a2006 DPC A58UILT5 R-~ ~ Lacey. Washmgcon 98509 ~~ 5/2007 DPC REVISED PERCITY COMMENT54112I07 SECTIONS APPROVeo FOR CONSmucrroN ~lr., (360)493-6002 SEC. 24,T17N,RIE •^ (3601493-2476 Fax >~ oATE. S2W7 Br~. oATE. Consulting Group A MASTER PLANNED COMMUNITY BY I. _ 5, oEVELOPMENr RfvIEW ENGmEER TAhiOMATERRA,LLC os 5G`~' APPROVAL EMPIRES: SnEET290F73 23so' MAy R vnwBS e I' FREEBOARD TYP. DEBRIS CAGE ~ I' FREEBOARD TYP. SEE DETAIL ON S11EEi R-24. 100 YR STORM 10018 STORM Z z ~ D') ~ ~ 3:1 g.1 V (''I~ r BLOCK WALL "v 1 SEE DETAIL ON SHEET R-24. COMP0.5T ENHANCED SOIL O _~ - COMPOST ENHANCED SOIL FILTER FABRIC (MIRAFI 5000) ~~I PEA 6RAVEL VARI6 B ~-VARES S ~ I `-FILIEP. FABRIC N j ~ I I' ' (MIRAFI SCOD) ~ ~ \~~ Wl5NED ROCK 96' PFRF PIPE ~` r SEE SCHEDULE ON SHEET R-24 - VAP,IEs OPTION #1 CROSS SECTION E V BIO-RETENTION CELL 24' DEBRIS CAGE ('FREEBOARD i1P.-T 1 SEE DETAI ON SHEET R-24. ~ O IWYA 570RM _ `BLOCKWALL SEE DETAL ON SHEET R-24. Z' 1 z, IR s ~' m ~ , COMPOST ENHANCED SOIL o) ~~ ~~"r FILTER FABRIC (MIRATI5~0) PEA GRAVEL 1 ~ FILTER FANG I IMIRAEI 50001 I r ' WASHED ROCK 36' PERF PIPE SEE SCHEDULE ON SHEET R-24 6.25' OPTION #5 CROSS SECTION BID-RETENTION CELL OPTION #2 CROSS SECTION BIO-RETENTION CELL R R I' FREEBOARD M. 100 TR STORM a 3~ 3,1 ~ COMPOST ENHANCED SOIL ~ IO VARIES VAR1E5 OPTION #3 CROSS SECTION BIO-RETENTION CELL 30 DEBRIS CAGE SEE DETAIL ON SHEET R-24. ICO YR STORM 1'FREEBOARD IYP.~ ~ BLOCK WALL 0 SEE DETAIL ON SHEET 8-24. ~ V 2j ~ 6 l Z. r ~ ~ ~ -. COMP057 ENHANCED SOIL ~ > FLTER FABRIC """III (MIRAH 5000) I `PEA GRAVEL N ~ I, ~V~ D?~~FILTER FABPoO ~ I IMIRAFI 5000) N ~ WASHED RCGK _ ~ ~ 36' PFRF PIPE SEE SCHEDUIP ON SHEEP R-24 16' ~_ T OPTION #6 CROSS SECTION BID-RETENTION CELL F a z4' ~ 100 YR STORM _ ti BLOCK WALL 0 SEE DETAIL E Z.1 ON SHEET v r t z ° R 24. :) tR - A m COMPOST ENHANCED SOIL ~ '(4.. FILTER FABRIC ,.y~i.i (MIRAFI SCGb) `PEA GRAVEL - ~ ~fiL,ER FABPJC (MIRAFI SOCA) ~ AI ~ WASHED ROCK 36' PFRF PIPE SEE SCHEDULE ON SHEET R-24 la T OPTION #4 CROSS SECTION BIO-RETENTION CELL I' FREEBOARD M. OEBRlS CAGE SEE DETAIL ON SHEET R-24. M - ~ 100 YR STORM `BLOCK WALL 0 SEE DETAIL ON SHEET R~24. Z) m ~' ti COMPOST ENHANCED SOIL ~ §^i~ e'r '$~ FILTER FABRIC _ )MIRAFI SCOO) PEA GRAVEL ~ J ~ FILLER FABRIC v (MIRAFI 50001 _ _` ~~- wa5neo ROCK ~ 36' PERF PIPE SEE SCHEDUIf ON SHEET R-24 Id -- I O OPTION #7 CROSS SECTION 610-RETENTION CELL DEBRIS GAGE SEE DETAIL ON SHEET R-24 24' DEBR15 CAGE SEE DETAIL ON SHEEP R-24. - Q LOO YR STORM s ¢~ z, ro m «i:' N V N -1~ I L50' 6.25' I' FREEBOARD M, N _ `BLOCK WAIL SEE DETAIL ON SLIEST R 24. z1 r COMPOST ENHANCED 501E "y' FILTER FABRIC _ _ (MIRAFI SG~O) W ~-PEAGRAVEL I i~ FILTER FABRIC IMIR4FI 5GP7) `' ~- WASHED ROCK J~ ~36'PERf PIPE SEE SCHEDULE ON SHEET 8.24 OPTION #8 CROSS SECTION BID-RETENTION CELL AS-BUILT BID-RETENTION CELL TYP. 04/01 NOPoZONTAL CONTROL: WAShtINGTON STATE PLANE COORDINATE SYSTEM c Tt1UR5TON COUNTY ttlGhl VERTICAL DATUM PRECISION NETWORK NGVD 29 PER TIIURSTON COUNtt NIGH PRECISION NETWORK CONTROL POIM N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS LDBNUmBER oaloa REwsoNs CALL UNDERGROUND LOCATE TWO DE51GweuILD G VI •rR P T ~ MD. TT DC5"NEDB" DATE BY DESGPJPfI°" DP~wIN~ No. I ANS L OR ATI°N PIANwNG•suRVEvING TAHOMA TERRA DIVISION -1~2 ~+ . TT vAL 1or31 Na.TWf REVISeDPERaTYCOMMENrsoareDlolzaros WORKING DAYS BEFORE YOU DIG ~ YELM, WASHINGTON DRANM BY: . 1119 NA.Mrt REVISED PER CItt COMMENTS DATED 1118105 BID-RETENTION CELL 1-600.424.5555 4200 6th Avenue. Ste. 301 I ~ L 9850 $ cnECKED Br sLC 1012°06 DPC ASBUILTS AffROVED roR coNSRUCnoN R-~~ acey, Washlogton 3 1 ~~ (350)493-5002 SEG 24 TI7N RIE 512007 DPC REVISEDPERCIttCOMMEM54112107 DETAILS ~•/, '~ (360) 493-2476 Fax . , , A MASTER PLANNED C U IN 512007 ogre. B+. Dare: V Consulting Group OMM N BY N.T.S. scnlE, DrvELoPMernRE rewENCwEER 73 30 TAh10MA TERRA, LLC pe APPRavALFxPIRES: SHEET OF 3' ~ 3' MAX. .} COMPOST ENHANCED SOIL PEA GRAVEL - - -- ~~- FILTER FABRIC (MIRAFI 5000) --- -- _T-~ - - 36" PFRF PIPE il'P. - ^~ -- - ~_ 54" TYPE 2 CATCH BASIN SEE PLAN VIEW FOR LOCATION. BOLT k SEAL BAFFlE TO RISER 'MTH 1/2' DIA STAnlESS S1EEL BOL15 (4 PUCES~~~ * See Site Plan far actual system orientation. Manhole Frame and Rim elevations to match fnished (over by janufacturer. ~ 32" pp ~ /~ grad ~ HDPE risers can be field See Detail r cut b Contractor. NOTCHm WFIR CDT IN 12' AISEA tENGTH=1.5' (1~ ~ IB' DIA BAfflE Pipe coupling T by Contractor, i 12" long Stub-out VBFies by Manufacturer. 12 3J4" OD MA Swirl InIetJOutlet Octagonal Base 60" 42" 36 Arched Baffles Gravel Bac~ll Plan View 12" Bedding Bollards shall be placed around amens riser(s) Innon-Gaflic areas to prevent Inadvertem loeding by malrrtenance ~~~ Undisturbed Sod G"we.rm:n~mma ai t~ wva,srxiow~d~m . . .. Sop .sop . . . . man m"amau..",a m~u. rWi mymaa.swl . . ~mem,aor Unwny me7 ~';Oreem' P yf wvy smeary Yt umlmurmn wlh.ISee MN mae ei,w7 ~ nramxpeonuRA ~m~,~ rb meNdernpne o0 rnr*m.~mmR m set Wm 1017E Ra. Manhole Frame & Cover Delall For Non-T ~cAreasOnly Section A-A Aqua-Swirl Concentrator Model AS-2 CFD Standard Detail FlNIS HED C•RA~ GENERAL NOTES: INwiTEIEVAna N sEE PLAN U Y -"-" I All WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE 0 1=11 - Yj ) ~ ~ WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY OF GEOTE%lllf FABrdC AT Th1E STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, N ' 1AENCH ~EwALLS BRIDGE, AND MUNICIPAL CONSTRUCTION, INCLUDING APWA AND iW, MIRAFl IRON SUPPLEMENT TO DIVISION I . ~~~f//~~~„ OR EDUVAIfNT 2. PRIOR TO COMMENCING WORK, 711E CONTRACTOR SHALL OBTAIN ~ (2) 36' PERF PVC W/CONCENTPoC END CAPS ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS AND . PERMITS. ' 1 1/2' TD 3' WASHm ROCK ~ r-~~ II ~IHII I , 3, IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTORTO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND CONTRACT _ ~~~an'~ ~~~, DOCUMENTS A7 THE CONSTRUCTION SITE AT ALL TIMES. NATIVE MATERIAL DD N07 COMPACT 4. A PRECONSTRUCTION MEETING 511ALL BE HELD WITH THE CITY OF YELM CONSTRUCTION INSPECTION DEPARTMENT PRIORTO THE START OF CONSTRUCTION. TYPICRL INFILTRATION TRENCH I NOT TO SCALE S. EXISTING UTILITIES ARF SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. AS-BUILT 04/07 noRlzoNTU coNTROL: WASwNGTON 57ATE PLANE COORDINATE SYSTEM s TIIURSTON COUNTY NIGht VERTICAL DATUM PRECISION NEnMORK NGVD 29 PERTNURSTON COUNTY NIGN PRECISION NETWORK CONTROL PDINT ND. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oemuhlafx: o4IO4 REVISIONS CALL UNDERGROUND LOCATE TWO DESlcwaulLD °F51°Nr°B" MD n DATE eY DESCPJPTI°" DRAWING No. cIVIL•TRANSaoRTAnoN TAHOMA TERRA DIVISION -1 &2 Ia31 NA.Twr REVISED PERCITrcoMMENTS DATED Iorzvos WORKING DAYS BEFORE YOU DIG PIANNING•SURVEYING ~ WASHINGTON YELM °wwn~ev TT.VAL IIl9 NA.TWf REVISED PER CITYCDMMENTSDATED IIlB/OS DRAINAGE & AQUA 1.800.424.5555 4200 6Ch Avenue, Ste. 301 , V1 ~,' cneer,~o an SLC Io/zoo6 DPC AsaulLTS APPROVC9 FOR CONSIRUCIION R-24 a Lacey, Washington 98503 ~ 512007 DPC REVISED PER Cltt COMMENTS 4! 12107 SWIRL DETAILS (360)493-6002 ~~,~' ~ (360) 493-2x76 Far SEC. 24, T17N, RIE ~ 512007 °nte. ar: °nTe °tvttoPn+eur xcmtwwcmttR Consulting Group A MASTER PLANNED COMMUNITY BY 1° - 5 scnlt SHEET 3 I OF 73 TAHOMA TERRA, LLC m , AP7ROVAttxrlets: AM = tY0 RISER OVERROW ELEV =331 50 100 YR. OES . . - "t„ ~I` ""I __ J IOTCNm WtOR wTN BAFRf 'EE OETNL 10 PoGHT HEIR ELfVA00N =330.70 @' W11fI PIP E ROW IE=32 IE 329.50 ~ 0 RESTRICTOR PLATE 'M1H ORIFlCE Elf V. = 3775n ~ I SHEAR GA1E IM1H CIXVIROL ROD FOR CLEANWG/OAAIN PRONOE AT LEAST TWO 3'r0.9O' S1IPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXMIVM 3'-0' Ip^ VERTICAL SPACING) RISER 12'0 INLET PIPE RDW 1Ym W11FT PIPE IE 329.50 ROW IE 329.50 AESIPoCTIXt PLATE aTH gtIFlCE Fl FV = ]77.41 70 ~ IB' DIAIkIER BAFrIf BoTTaM ElEVA110N = 330.70 TNf 0~~ ND T s sECnoN NDtE: Narcn wFlA A RISER METAL PARIS: CORROSION RESISTANT (S1EEL PARTS GALVANRED OR STAINLESS Sim). P11 GAI4ANIZED PARTS SHALT HAVE ir~A1MENT 1. ORIFICE & NOTCHED WEIR CONTROL STRUCTURE NOT TO SCALE TANOMA BOULEVARD Z )9.50' F lo' ~ saso FINISH GRADF MIN PRD EIPV.= VARIES FROM r LOO YEAR STORM 343.0 TO 341.8 I LEVEL: 338.20 _- . z y I~ ~Y Om RIM EIPV=335.70 ~!~ 335zD BOTTOM <'141' I LL BIO-RETENTION CELL "A" ~ A oPr1oN No. I - BOTTOM ELEV=335.2 BOTTOM AREA: 300'x10' STATION 0+21.4 TO 3+21.4 SEE 5117. R- I R so' R l o'Tm 10~ lam LOT 8 LOT 7 100 YEAR STORM LEVEL 339.50 PAD EtEV=341.50 PAD ELEV=34070 ~~ -"-- I RIM ELEV=337.00 336.50 BOTTOM F ]' M >'rn LOT 170 oso oso' L07 58 100 YEAR STORM VEL 335.50 PAD ELEV=335.50 PAD ELEV~37.70 ,. , FINISH GRADE FlNh I RIM ELEV=33' -/ 33q 50 BOTTOM 8 Rza' R I a' ~~ r-~---~-----~-' G - BIO-RETENTION CELL "G" OPTION No. 4 BOTTOM ELEV=332.5 BOTTOM AREA: 160'x I d SEE 51sT, R- I 0 AND R- I I PAD ELEV=337.10 1 'i I II ~'\ RIM ELEV=333.00 BLOCK wAU I (. \ f ~, \ BOTTOM BIO-RETENTION CELL "F" - BIO-RETENTION CELL "G" oPrloN No. 7 BOTTOM ELEV=336.5 BOTTOM AREA: 7dz I d SEE BHT. R-8 TAHOMA BOULEVARD R~ 0.5' Ia 68.50' MIN PAD ELEV.= VARIES FROM LOO YEAR STORM 341.7 70340.3 LEVEL: 337.5/0 .... r ,. ~ I ~I B10-RETENTION CELL"B" oPr1oN No. I BOTTOM ELEV=334.5 BOTTOM AREA: 20dxld STATION 5+84,0 i0 6+90.0 SEE SHT. R-I OPTION No. 4 BOTTOM ELEV=332.5 BOTTOM AREA: 16dx I d SEE StfT. R-10 AND R-I I 3 4' pIAM. SMOOTH AOUND BAAS ALLY SPACED. BARS SHALL BE UPPEA BAND ED 70 UPPEA 8 LOWER BANDS. J/4' OIAM. SMDO7H RWNO T~ J/4' DIAN. BAR BARS EQUALLY SPACED (4' 1 D.c unx) ;, Ili' PuTE n~~~ J/4' BAR 'NOTE: BARS ONITIED ON pRAVnNG BRILL RNFS TOR LOA( ~"- L_ CB IN FR DIAM. 40' S8' ~I 60' j7' 72' B6- 9fi' 114' UPPER BAND FNTRY J D TALI NOTES: 1. ALL S7EEL IN PLATES BARS MID BANDS SHALL ~ CONFORN TD 7HE REWIREMENTS OF AS1M A3fi. UPPER BAND p, pEBAlS CAGE SHALL BE HOT-DIP GALVANIZED IN SPACED ~--- -•UALLY ACCORDANCE YA1H AS1N A12J (AASHTO M111). ELEVATION Ren' R 7'm la ,'m LOT 36 oso oso LOT 37 100 YEAR STORM LEVEL 335.90 I00 YEAR STORM PAD ELEV=34030 PAD ELEV=340.40 LEVEL: 334,70 P n~ e f~ ~~ Q 2 } I ~ ~ RIM ELEV=333,40 ~-~ x32.90 BOTTOM C - BIO-RETENTION CELL "D" OPTION No. 4 BOTTOM ELEV=332.9 BOTTOM AREA: 160k 10' SEE 51IT. R-7 AND R- I I R as R la ]' M oso' LOT 169 100 YEAR STORM LEVEL 335.50 PAD ELE4 335.50 T N, 2 - ) I ' RIM ELEV 333. 1\ j BOTTOM `~BIDCk WALL G D - BIO-RETENTION CELL °D" OPTION No. 4 BOTTOM ELEV=332.9 BOTTOM AREA: 160k I d SEE SHT. R-7 AND R- I I Rza' R 575'm '" 5.75'm LOT 79 oso' oso LOT 80 100 YEAR STORM LEVEL 33640 PAD ELEV 338 10 PAD ELEV 338.40 m _ _ 2 10 T I) ~ RIM ELEV=333.90 BLOCK WALL ~ ~~ -( \l 333.40 BOTTOM ~{`BLOCKWPll II BIO-RETENTION CELL"h" - BI OP710N Na. 5 BOTTOM ELEV=333.4 BOTTOM AREA: 174'x11.5` SEE SHi. R-9 AND R- I 0 Batter Angle q 0~+ Ground Level Free Draining Backflll '~ Placed i'-0"Wide Behind Wall BIO-RETENTION CELL"C" OPTIOIJ No, 3 BOTTOM ELEV=331.7 BOTTOM AREA: 20dxld STATION 14+16,0 TO 15+96.0 SEE 51sT. R2 LOT 77 VARIES ~~Qqq~o 0~ '~_o p ,poo~G p0o° Bury Depth 0'-6"Min Non-Woven Geotextlle Fabnc Ground Level pf regwred) Base Elevation I, Leveling Pad Depth Crushed Stone Leveling Pad 0'-6"Min 41"Blocks erf. Dram Plpe wlth Sock BLOCK WALL DETAIL (or a5 5peafled by eng.) N.T.S. R 2A' 1 5' R 5.15'm LOT 88 oso' . S.]5'm o 5a LOT 87 100 YEAR STORM LEVEL: 336.40 PAD ELEV=339.50 PAD ELEV 339 50 ~.! ~ z ' RIM ELEV=333.90 BLOCr,wnuM ~ 333 g0 i - }' \ BOTTOM OPTION No. 5 BOTTOM ELEV=333.4 B07TOM ARFA: 174k1 l,5' SEE 5HT. R-9 AND R-10 h 0-RETENTION CELL "H" - R sa R 6.60'M 16~ 6.5aM LOT 13 oso' oso L07 12 100 YEAR STORM LEVEL 337 80 PAD ELEV=340 40 PAD ELEV=340.00 I II r RIM ELEV=335.30 BLOCK WALL I I ' .~ 334.80 \ BOTTOM `BLaKwqu E IO-RETENTION CELLllB - B OP(ION No. 6 BOTTOM ELEV=334.8 BOTTOM AREA: 7dx 16' SEE SLIT. R-8 BIO-RETENTION SCt1EDULE 0 0 D 0 J L TYPE STATION OFFSB GRATE ELEV. SHEEP REFERENCE TYPE 2 1+65.I I 73.05' LT. 335.70 R-I R-25 TAHOMA BLVD. ttPE 2 4+86.00 73.22' LT. 335.00 R-i . R 25 TAHOMA BLVD. NOT USED TYPE 2 13+02.80 125.00' RT. 333.40 R-7, R- I I , R 25 TERRA VIEW 5T. TYPE 2 22+20.84 120.30' LT. 335.30 R-8, R-25 TERRA GLENN 5T. TYPE 2 24+90,85 121.80' LT. 337.00 R-8. R-25 TERRA GLENN BT. TYPE 2 4+75.79 125.50' LT. 333.00 R-10, R- I L R-25 99Th WAY TYPE 2 6+89.05 130.54 RT. 333.90 R-9. R- I I, R-25 99TH WAY NOT USED NOT USED SURFACE INFILTRATION ONLY. R-3. R-4. R-25 AS-BUILT 04/07 FIOPJZONTAL CONTROL. WASHINGTON STATE PLANE COORDINATE SYSTEM d Tt1UR5TON COUNN HIGH VERTICAL DATUM PRECISION NERVORR NGVD 29 PER THURSTON COUNTY HIGH PRECISION NENJORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oBNUMBee. oaloa REwsloNS CALL UNDERGROUND LOCATE TWD DES]GN~BUaO p orsmuBOBr TT DATE BY DESCRIPTION DRAWING NO. avlL•TRANSaoRrnrloN PLANNING~SURVEYING TAHOMA TERRA DIVISION ' 1&Z IOI31 NAB REVI9EDPERGITY6DMMENTSDATEDIOY24I05 WORKING DAYS BEFORE YOU DIG I YELM WA5111NGTON DRAwnBr Tt II/9 NA.1WT REVISEDPERQTYCOMMENTSDATEDII/8/05 BIO-RETENTION CELL 1$OOd24.5555 4200 6th Avenue. Ste. 301 ~ , N ~ cneeKm Br. SlC 1012006 DPC ASBUILTS rwrROVeo wR conSrAUrnoN _ R ( Lacey. Washington 98503 (360)493 6002 ~ SEC T17N 24 RIE ~ 512007 DPC REVISED PERCITY COMMENT54/12/07 SECTIONS a - ~` j~ (36014932476 Fax ^^ . , , A MASTER PLANNED COM UNITY ~ oA1E. 512007 BT. DATE. oeveLOeMeM ecvlewexclxeeR CGRBUIIing Gfoup M BY T. _ 5, 5CP1Ei SHEET 32 OF 73 TAh10MA TERRA. LLC m APrROVALrxnBes R24. R ,,,~ la >m oso oso LOT 56 LOT 57 100 YEAR STORM LEVEL 335 90 PAD ELEV=338 00 PAD ELEV 397 50 "m RIM ELEV=333 40 BLOCK WAIt ~ I l \ BOTTOM `etaKwai D TAHOMA BOULEVARD i ~ 1 ' ~ SCALE: 1'=ID0 FEET D so 1®D COMMERCIAL ~ 1 ~ rRACr^p^ ~.~ I 1.5AC '\ \. /~ ~- 'C !Li COMMERCIAL ~5 TRACT "C" 5r4 1 2.25AC L4,~ ~1 ~ ~ i ~ p, ~ r ~ al ~ ~ Q.I ~ I r l \ j it j COMMERCIAL 1' rRACr "s^ I T.14 AC I' 1 ~~ I 1 ~ I COMMERCIAL OI rRACT ^A^ I 1 1.B2AC 3 I 3Tk 19+26 I~_~ x.. ~~' Siq ,I . 19+76 ~' i 1- `\~~ \2n. I~J ~.'./ \~ FU-.-L'FE ~,~ 7A~"'~,. T°_P.. MASTFF 'LHP:Sii CJMMUNITY~ L, ~`-, SEE DETAL ON SIiT. R 27 TRAFFIC ARROW TABLE srATION 20+40 19+76 12+00 13+50 k1 I 2+81 L 2+31 SEE DETAIL ON SI1T. R-26 a]r0 .1roY I T---- -~-- I I Al I m ¢, i I I I ~'__--+- __ +-_- I +,~ I" I - ~ _I r u.s '~~ CITY Of YELM I 11 ^ jPROPOS I ' I I 'I 4-.,.._..._ .t I ~ SITE I _ ri B Oyv ~~ / ~ •, my Va kY R E ~ ~ a" a t , ~ s I ~ , c°~ , I o I ` ~ s ~ a ~'QEVEEbPfr1ENT~ ~gmr< st sE _ _ _ ~ _I DIV 1 I I ^ ~' i I I ~~r .----.~ ~.~__ I I I __L____1_•~a _J 4 y VICINITY MAP N.T.S. NEW SIGNS SIGN NO DESCRIPTION SIZE STATION OFFSET 1 R1-1 STOP SIGN 36 X 36 D+53 23' RT D 3-101 LONGMIRE STREET SE D 3-101 TAHOMA BOULVARD SE 2 R3-17 RIGHT LANE BIKE SYMBOL ONLY 24X 30 20+34 36' LT. 3 R-2-1 SPEED LIMR 35MPH 24X 30 20+00 36' LT. 4 R-2-1 SPEED LIMR 35MPH 24X 30 14+50 36' RT. 5 R3-17 RIGHT LANE BIKE SYMBOL ONLY 24 X 30 13+00 36' LT. 6 R3-17 RIGHT LANE BIKE SYMBOL ONLY 24 X 30 13+00 36' RT. 7 R1-1 STOP SIGN 36 X 36 3+55 23' RT D 3-101 BARRY VALLY DR SE D 3-101 TAHOMA BOULVARD SE 8 R-2-1 SPEED LIMIT 25MPH 24X 3D 2+SD 19 ' LT 9 R-2-1 SPEED LIMIT 35MPH 24% 30 11+DO 36' LT. 10 R-2-1 SPEED LIMIT 35MPH 24% 30 5+p0 36' RT. 11 R3-17 RIGHT UNE BIKE SYMBOL ONLY 24% 30 4+57 36' LT. 12 R1-1 STOP SIGN 36 % 36 1.58 23' RT D 3-1D1 CARLY LN SE D 3-101 TAHOMA BOULVARO SE 13 R3-17 RIGHT LANE BIKE SYMBOL ONL 24X 30 3+00 36' LT. 14 R-2-1 SPEED LIMIT 35MPH 24X 30 2+00 36' RT. 15 R-2-1 SPEED LIMIT 25MPH 24X 30 1+DO 19' RT 16 R1-1 STOP SIGN 36 X 36 D+37 23 ' LT D 3-101 CARLY LN SE D 3-101 RRA VIEW ST SE 17 R-2-i SPEED LIMR 25MPH 24X 30 14+00 19 ' LT 18 R1-7 STOP SIGN 36 X 36 D+29 23 ' LT D 3-101 99TH AVE SE D 3-101 ERRA VIEW ST SE 19 R1-1 STOP SIGN 36 X 36 D+26 23 ' LT D 3-101 99TH WAY SE D 3-101 ERRA VIEW ST SE 20 R1-1 STOP SIGN 36 X 36 0+26 23 ' LT D 3-101 10DTH AVE SE D 3-101 TERRA VIEW ST SE 21 R-2-1 SPEED LIMR 25MPH 24X 3D 1+00 19' RT 22 Ri-1 STOP SIGN 36 X 36 0+34 23 ' LT D 3-101 TERRA NEW ST SE D 3-101 LONGMIRE STREET SE 23 R-2-1 SPEED LIMR 25MPH 24% 3D 3+00 19' RT 24 R-2-1 SPEED LIMIT 25MPH 24X 30 11+50 19 ' LT 25 R1-1 STOP SIGN 36 X 36 28+05 23 ' RT D 3-101 TERRA GLENN ST SE D 3-101 LONGMIRE STREET SE 26 R-2-1 SPEED LIMIT 25MPH 24% 30 27+50 19 ' LT 27 R1-1 STOP SIGN 36 % 36 B+BB 23 ' RT D 3-101 100TH AVE SE D 3-101 TERRA GLEN ST SE 28 R1-1 STOP SIGN 36 % 3fi 8+78 23 ' RT D 3-101 99TH WAY SE D 3-101 TERRA GLEN ST SE 29 R1-1 STOP SIGN 36 X 36 B+53 23 ' RT D 3-7 D1 99TH AVE SE D 3-101 TERRA GLEN ST SE 30 R-2-1 SPEED LIMIT 25MPH 24X 30 16+50 19' RT 31 R1-1 STOP SIGN 36 X 36 1+33 23 ' RT D 3-101 TAHOMA CT SE D 3-101 RRA GLEN ST S 32 R1-1 STOP SIGN 36 X 36 1+51 23 ' RT D 3-101 COLE CT SE D 3-101 TERRA GLEN ST SE 33 R1-1 STOP SIGN 36 X 36 1+51 23 ' RT D 3-101 TERRA CT SE D 3-101 RRA GLEN ST SE ROADWAY AND UTILITY IMPROVEMENTS ~oeuumeea 04104 REVISIONS CALL UNDERGROUND LOCATE TWO DESlcwaolLD e~ ' oesi~ueoar Rn DATE BY DESCRIPTION DRAWING NO. clva•TRANSPORTATO" TAHOMA TERRA DIVISION ~ ~ &2 tp 10131 NA,RNf REVISED PERCIttCOMMENTSDATED10124105 WORKING DAYS BEFORE YOU DIG ' I PIANNING•sURVEYING YELM WASHINGTON DRAwNer. DGB.NA.Rh1 II/9 NA.1W1 REVISEDPERCfttCOMMENT5D0.TED1118105 ROADWAY STRIPING & 1-800.424.5555 4200 6th Avenue. Ste. 301 , N{' cnecrcEO Bn SLC IOI2006 DPC ASBUILTS APPROVED POR CONS1RUCfpN R'26 L ~ LaceY, Washington 98503 512007 DPC REVISED PER CITY COMMENTS 4/I 2107 SIGNAGE PLAN (36D, 493-6002 ~~, ~~~ (3601493-2476 Fax SEC. 24, T17N, RIE i>A onre 512007 Br~oevewPmera Rewew eueiuePR oarP~ Consulting Group A MASTER PLANNED COMMUNITY BY r' =loo, 5CA1~ Sneer 33 of 7 TAnOMATERRA.IJ.C m ' APPROVA~aP,RfS GENERAL NOTES: 1~DOTTED WIDE UNE 02 IMDE LINE 3~LANE UNE CROSS WALK LINE. SEE DETAIL ON sF1T. R-? 505TOP LINE. SEE DETAIL ON sHT. R-? 06 DOUBLE YELLOW CENTERLINE BICYCLE SYMBOL TABLE srATlo~ nFT-PSG 1 3+00 30.5' LT 2 4+75 30 5 Ri 3 13+00 30.5' LT 4 5 13+00 20+3A 30 5'Ri 30.5' LT NORIZONTAL CONTROL: AS-BUILT WPSNINGTON STATE PLANE COORDINATE SYSTEM 04/07 6 THURSTON COUNtt NIGFI VERTICAL DATUM PRECISION NETWORK NGVD 29 R3-17 I x 8 ONLY NOT LESS T AH N o ~ 6'-0" 75 FEET p ~ ~~~~ 7II 4'-0° ----- I ----~ BSF R3-17 ' T ~ 0 \ SYMBOL pp o ta' ONLY b ~ ~ R3-17 ~ R~7 D/W I R3-I6 9 (~ o ~ ~ ONLY LANE ~-- ~ u I .~ HEA ---- ~ -7----- \ R3-16 I LANE HEA GENERAL NOTES: 1. SIGNS TO BE PLACED AT EVERY INTERSECTION. 2. R3-17 SIGN TD BE PLACED EVERY ' BOD FEET MAXIMUM. TAHOMA TBiRA MAS16i PLAN C~IONIUNIY YBJd, WASF@~K3TCNJ HIKE LANE SIGNING AT INTERSECTIONS ~- 7z -1 6" ~ " ~ 1 BIKE LINE AAROW ~ 26" ~ 4' 4 INCH GRID BSF SYMBOL CYCLE DETECTOR SYMBDL FOR SIGNAL DETECTION GENERAL NOTES: I. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC DR METHALCRYLIC RESIN. 2. ALL MARKINGS SHALL MEET FEDERAL METRIC STANDARDS. TAHOMA T6~iA MA816i PLAM Eb~AAUMTY YaM, WA91'@1(7TON PAVEMENT MARKINGS BICYCLE LANES U~7E l 4 - lAllE 44 4 UyNE L ~ f"~ ''I l t i i I •! e ~ I I"~'• ~•-9• ~•~• z'o• tz'o' o._o. ~.o. ,.I ~~ 1 IMCN ala0 ^.I ~~ ! INCN ~U LEFT TURN POCKET t' caosswAlK uNE `` ~I I ~ ~ 7' CROSaWAII nNE / UCX GAIO 1 NICII ala0 COMPLETE TWO-WAY ~ TURN LANE WORD STENCILS so POSIED sPEEo e' zs s' ss t' NARx:S 10 6' 15 9' r 50 IO' a' GENERAL NOTES: e L 1. ALL PAVEMENT MARKINGS E~ a SHALL BE THERMOPLASTIC x SfPoPE OR METHALCRYLIC RESIN. e' cauE uxE 2. ALL MARKINGS SHALL MEET FEDERAL METRIC STANDARDS. TAHIOMA T~FIA MAS16i PLAN COAONIUMIY YELµ WA9HNGfON PAVEMENT MARKINGS CR055WALK DETAIL Nf5 AS-BUILT 04/07 ROADWAY AND UTILITY IMPROVEMENTS ,o6x°M6ER oalog REmsloNe CALL UNDERGROUND LOCATE TWO DESIGN~euI~D TR °05'~NED 9r: R" DATE BY DESCI~PG°" DP,AwING NO. CIVIL• ANSP°RTArI°N PwNNINC•suRVEnNe TAHOMA TERRA DIVISION -1&2 lass NA.Twr P,svlseDPeRaTrcoMMeNrsDATBD loizgros WORKING DAYS BEFORE YOU DIG ~ YELM WA$hiNGTON ORnwx er: D6B. NA 119 NA.PNf RcVIBED PER CItt COMMEMS DATED I U8105 1.800-424.5555 82006th Avenue, Bte.3°' ~ l W , 'n ~,r~°er: sL° ,az~6 DPC ASBDILTS STRIPING DETAILS APPNOVeo roR COOasiRUCnox R-27 acey. ashingCOn 98503 I ~ ~ ~ (360)493-6002 SEC 24 T17N RIE ~ 5!2007 DPC REVISED PER CITY COMMENTS 4112107 ~ ~ ~~ 1360) q93-zg76 Paz . , , A MASTER PLANNED ~ 5IZ007 °nrz. en oA~: pEVELOPMEM RPJIEW ENGINEER Consulting Group GOMMUNRY BY x"~' 34 73 TAIIOMA TERRA, LLC m nPrROVn:rxne~s: SHEET OF EXISTING PROPERTY LINE ! iWt.+ rNM I W I ~ ~-- TAH6R4fr BLVD. Rv I ---- ~ 1LL __ /t i m COMMERCIAL ` _ - COMMERCIAL ~++''" - -- / Iw ~ TRA D" ~ TRACT "E" ~ _ _ _ 09AC 1 1 ~ ~ -- iQ 5AC . ~~ ~' m,l ~m ~ i2 iWa \ ~ ~ ° 189 35 834 b3 32 31 30 ~ ~ ~ ~ 190 8 8 8 / 29 A py $ 8 28 ~ 27 ~ 26 25 ~ k !l0 I ~ ® $ 191 w mw aw .wm mm ~ - I L u~ 24 i - ~ ~ ~ 192 • W _ , o$ ~,a ! ' \ / ~~ yr~ ~ ~ I IS M SrEP 23 ~ - ~ ~ j 195 ,¢~ 88+187y ~PP F '' 1860 185 36 8 ~~837>b - 31 B 4~ a1 1 a2 B B a3 aa 1 i ~ ~ iu 22 aw 1 i COMMERCIAL ) 19s ~ / $ _ _ a5 46 21 ~ TRACT "C" e s 197 ae m a. Iz 1 ~ 2.25 AC ~ ~ ~ bA 1 k a a 6 1. ; + ~ ~ ~ E 198 8 PP 178 17 18r4 184 182' k 183 8 g 184 57 k 1 `3 8fifi9 c - 55 fi 38 1 528 51 ~ 50 1 49 k 48 ~ 47 i ' 19 I ~ ` ~ ~ ) ~ 199 3 m"~ : am ~ . , ~ _ _ . " ~ ~ .1 . _ _- \ ' 200 N S ~ ~wv - ~ I Tm~ i6 I ~, ) 1~ \ ~ ~' ~ 201 A ~ - ~ I ~ ~a +w 1_ _ ~ ~ ~ ' W p~ w 'i ,- ~ h ~ (PP) a I 161 _ ,rE l ~ - ~ law !j d I COMMERCIAL 2oz u ~ a ~ m 76~ nsg 17a ~ 17a ~ k 1 e B ~' I 160 .172$ 1719 170 '8588 59$ fi0 F ~ k k k B e 9 17 ,~ rRACr "s" ~ 203 ; , n k I 61 628 638 649 658 668 67 8 ~ i6 j _ 2.24 AC ~ n159 j, Im Im ~ ,m I D VI I N ,mw I ~' ~, ~ ~ m ' i 2~ ~ 158 ~ B 1 we wy aw aw aw ~ 15 ~ ~ ~{ 1 295 1az B3 leak 165 i I ~ 157 8 1~ 8 1678 188 169 ~ 771 78B 75 k 8 8 ~ c 74 738 72 711 B 70 69 68 B 9 g 14 ~~ ~ 9 206 _7ma. i _ _ _ ww .. I!~' g law 1 m ` ? 267 ~ W I ~ . { ~ ~ N I >.m am _, ~ I w ~ ~ m ~ • OPENSPi4GE ~ I i6B ' ~ ,~' ~ I I~2 Q1 ~ ~ I 2 & a 13 ~ ~ _ t ~ ~ COMMERCIAL L 2 ~ ~~ ~ 209 8 ~ ~18 k 156 8 1558 154 1538 - g 1528 g g 1518 1508 1498 148 B 147 ~ k B gg g I~ ~ B '` TRACT "A" 131 ,~ - i ~ 1 ~ ~~ ~ ~ ~ I _ 148 145 78 79 BO 818 829 83 ~ 11 2.82AC ~, 13a d ~ 2 ~ , ` ~ I~ 129 ~ •~ IV n ~w ' J IV •• •nc • ' a• ~0m ~ to '~ ~ ~` ~ ~ 211 8 1335 ~ w, 13 12B p- 1341 1351 1361 i 8 _ 137k 8 138k $ 81398 1408 141 14281438 144' 898 881 ~ Bg7 868 858 84 ~ ~~' ~~ / 212 a - '-i ~ 6 8 8 9. 8 9 ,.` m,u ~' ~ ~ ~~ - _ ~ !w l~ l~ So7 law .aw ~ ~ ~ ~ w ,~ _ ~ _ 1~ ~ _ 8 l 0. 91EP 213 I , I ' 2 L x,e I I S .S 1~~ '~ ' _ Imlr _ i~w ` 1 _ I 214 j 1 127 8 12n3 ~ 114 8 113 ~ an ,p 6 102 ~ 1 _u~ 8 101 >: 90 1 7 . ~'. 4 ~ 1 ~ ~ ~ LY~ 1126 i i~. 181 1 215 ~~ ~ 115 B III SI A 112 H ~ 103 8 ~ 100 1 g 18~~ ; 1) 91 ~ g~ ~4 6 ~~ 3 121 5 • 4 ~ Q11 _ s 4 5 ~ 777 y u¢~ 8 1Y. ~ . ~ 116 '0~a i 9 0~ wm u 0 ,e ami ~ i - 99 vy ~ I Ic~9Z i .: 1 ' 124 .~~ . 1z6 c 3 - 117 @ 1~0 I• n 105 me 98 ~ µ m ~ 4 .2 J~' '; ~ ~ W ~ 119 ~ i 118 k 4 109 ~ ( 106 k ~ 93 ~2,7 "~ ~' 3 1 1 ~'~~ ~ ~ ~ ~ S~ ~ ~ ~ ~~ ~ ~ ,,,_. ~ d 108 i 87 mn " 94 ~ ~ 2 i ~~ ~~ ~~_ 1 ~~ `'~ i/ COMMUN ~ ~~~~ I \ ~ ~ _ - _ I/ n ` LkRA ) N~P,S'ZTI: FLA>tN~D COMMUNITY r ~GI. ~ ~';JS 3 TO 'b 1 i \ ' i ~~ ~ \ 11 ..,~T/~ \ A `! / ° 107 96 dA • ~xv - _ fmdY AN' IwY R i ~ 1 6 ____-Rm.ne I p _--__ $ -_~_ _- I ~ EXISTING PROPERTY LINE SCALE: 1'=100 FEET 0 50®0 EKISTING PROPERTY LINE LEGEND PHASEI 4Ntn"WAY SE PXASEI AP T I']iJ RIF WM o SINGLE STEP SEWER SERVICE BOX DOUBLE STEP SEWER SERVICE BOX 1 STEP SEWER FLOW DIRECTION sTEP STEP SEWER MAINLINE STEP SEWER AIR RELEASE VALVE 9 SINGLE WATER METER SERVICE ~ DOUBLE WATER METER SERVICE ~; FIRE NYDRANT N GATE VALVE s TNRUST BLOCK w w WATER MAINLINE ~ CATCN BASIN STORM DRAIN PIPE ~~~~~~~/~~~~~~ BIO RETENTION CELL (TYP.) J~--o--~ DOUBLE STREET LIGHT SINGLE STREET LIGNT - RW REUSE WATER LINE EXISTING PROPERTY LINE AS-BUILT 04/07 I10RZONTAL GOMROt: WASRINGTON STATE PLANE COORDINATE SYSTEM 4 TNURSTON COUNtt I11GI1 VERTICAL DATUM PRECISION NETWORK NGVD 29 PERTNURSTON CDUNTV HIGH PRECISION NEM~ORK CONTROL POINT N0. L137 EIEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oBxUM9ER a41a4 REVIS1oNS CALL UNDERGROUND LOCATETWO DESIGWBUILD p Rn oeslcNeo ar DATE BY DESCPoPTION DRAWING N0. awL•rRANSPOPrar1DN TAHOMA TERRA DIVISION ~ 1 a2 e IOI31 NA,1Wr REVISEDPERCIttCOMMEMSDATED10124105 WORKING DAYS BEFORE YOU DIG PUNNING•BURVEYING ~ YELM WA5111NGTON oRawNBt DGB.NA 1119 NA.TWr REVISED PER CITY COMMENTS DATED 11/8105 COMPOSITE UTILITY 1-600-424-5555 42006th AvenueSte. 301 ~ , ~ cnecrso Br. SLC 1012006 DPC ASBUILTS nwROVeo roR CO~iswenoN u.1 Lacey. Washington 98503 ~ ~ 5!2007 DPC REVISED PER CITY COMMENT54(12J07 PLAN (360) 493-6002 ~, ~~ ~ (360) 493-2476 Pax SEC. 24. T 17N, R I E onTe. 512007 Br one. oeve~oPraeNr Renew euGwEER Consulting Group A MASTER PLANNED COMMUNITY BY 5CA1E SNEET 35 OF 73 TAIIOMA TERRA, llC m i nPrROVn~ rXnRes EXISTING PROPERtt LINE a~---- TAHOPoIA- BLVD-L - , ~- --- COMMERCIAL ~~ I COMMERCIAL s~"%~/ _ _ _ _ _ - _ - ~ rRACr°~° ~ rR.osacEn ~ '~ ~ t.sac ~\ ~ ~' ~~ / / . \ ~ V ~ / 190 169 35 34 33 32 31 30 29 ' ~ \ ` ~ ~j / 191 i Hgu _ / ~ 192 ~ - -~ - ~ ~A-VIEW ' / ~ 197 VI AS-BUILT 04/01 -------fi--- ~ .,~ _ ~.- 26 21 26 25 // ////// 24 I Taw-~-L"n 23 :I '~... _~ ~ / i 194 I - - _ i \\~ -., ~ ~ ~+ / 195 / I - E ~` I ~ 'A ~ 186 187 186 165 38 ~ 37 38 39 40 41 42 43 44 45 46 ,~\;~~~ COMMERCIAL 77~ ~' 196 ~ ' IPPI ^~\~; ; rRACr°c• / ~ 197 \ 1.25 AC ~ li VA\Y i ~~ v \ l7 ~ 17 198 7 178 179 160 181 1g2 183 184 67 6 ,I ~~~~ \ 7 (PP) - 56 55 5d 53 52 51 50 49 48 47 !' '~\~~ \ ~ III O 199 '3 _ _I~ _ - _ _ I_ _ _ _ j \~ ~ \ I II 200 W 9 _ _ i \~ v I \ l w w I; ,\\vl~ J ~ 23, ~---- - - - - I 1 ~. __ '~ ~ ~~`\`-1 ' ' 202 ' ,6, - i - - - - ; ~ ~v~~' ~ COMMERCIAL I ~ I m ns ~17s 174 173 ~ ° ) 1\V'. ~ rRACr nBn 203 I 180 172 171 170 ~' S6 59 60 61 82 fi3 BI 65~ 66 67 i '~\ .- zsaac I - ' 1s9 ~ D VI I N I. IY VAA V~ ~ 204 168 ~;A\VA~~ I I 205 162 163 161 165 166 187 168 169 3 I \~ ~ - I I I 157 3 77 76 15 74 73 72 71 70 89 68 \ 29s ~ ' \ ~ i 7 - - ~ OPEN SPA'} I ~~ 296 I rn \~. t I O 209 ~ I 132 iin.\~", COMMERCIAL ~ I I ~ I 131 156 155 154 1s7 152 161 1s0 149 146 147 14fi 145 76 7g ~ 80 81 82 83 T ~.~~~ TRACT"A" I z1s ~ ~ s.a2AC ~ = ,39 F TU E' s r ~,\\ IV SI N ! 1 211 I 129 `;• \\ 1 I I I 133 134 135 136 137 136 179 140 141 142 143 144 69 88 ~ B7 B6 BS 84 G 1, ~'~\\\1' I I3 3 12g (I ~~. /m X.~ I I 212 ~__ -- ~~! _ ;nro i ~i ~ ~ ~ 1 '/ w ~ a ' - - - - x I 213 -- "-'T'W ~ -- __ 1~1 I 214 I 127 123 114 173 102 101 90 £ Z' - _ O . ~- \ ! ! I ~ 12fi 122 I Q I I 115 _ p~~ 1 ~~ 215 I ~ 112 U3 103 1W ~-; 91 1 \ ~ 125 121 ~ 111 U 1 2 116 W ~~ Q W -I K L, 0 N 104 89 ~ V 92 1 T 124 1 11 ''x ^~i 120 117 110 105 gg ~ 93 W 119 ~, ~ ~ V 118 109 ~ 108 97 ~/ i S \` ~,\ ~ / ~ \ ~ ' \ ` ` \ 10g 107 gg ~ I 95 I ,. `. \~'~ I. , e COMMUNI _ _ ~1,-.w,-r~-,w-~-,~-~,.-,.__,,, . - _ . I ~ ~ PARK - ~\ F~U-t U RE ~ '~' ' TAttdMA.TERRA ~ ~ _ ~ `~ -" .` MyS ER.PLANN'ED'COMMUNITY ~ ,\/ ~ ~.~~~DIVIS,60N53 TO 8 ~ ':~ ~~~ M / \ zz z1 E I 20 19 I 16 I IPP) E I~~ 17 1g 1 1515 i I 14 ~. 13 12 ~_ I 17 I I 10 8 _ 7 6 L~ ~_ 5 4 3 2 1 IXISTING PROPERTY LINE VERTICAL DANM HORIZOMAL CONTROL: NGVD 29 WASHINGTON STATE PUNS COORDINATE SYSTEM PERTHURSTON 4 COUNTY HIGH THURSTDN COUNTY H]GH PRECISION NETWORK PRECISION NETWORK SCALE: 1"=100 FEET 0 50®0 E%ISTING PROPERTY LINE ese x.¢ -T____ ___- I ~ I I I {~ ~ I I I I '!~ N.r.s F____+_ __+____ I __ _ a T _ _i_ _ I ~ o CITY OF YFIM I I IPROPOS I I I I sirE I _ •a ~' ~ /,_ SN Bery Volley R~ i Y o 5~ ~° o- ~fA}',~+'RE'~ ~~tiag WPIAENT ~~~ ~ I DIV1 I ___ I >~%' ... i, ~/ ~/~,~ _ s 5p~ VICINITY MAP VERTICAL DATUM: GENERAL NOTES (WATER MAIN INSTALLATION I . ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE M05T CURREM COPE OF THE STATE Of WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRDGE AND MUNICIPAL CONSTRUCTION. 2. ALL WORK IN CITY RIGM-OF-WAY REQUIRES A PERMIT FROM THE Cltt OF YELM. PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL ARRANGE FOR A PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAIOR CONTRACTORS, REPRESEMATIVES OF INVOLVED MILITIES, AND THE CItt OFYEIM. COMACT THE PUBUC WORKS DEPARTMENT AT (360) 458-8410 TO SCHEDULE THE MEETING. THE CONTRACTOR IS RESPONS1Blf TO HAVE A SET OF APPROVED PUNS AT THE MEETING. 3. WATER MAINS SHALL MEET THE FOLLOW NG SPECIFCATIDNS: POLYVINri CHLORIDE (PVC) PIPE (UNDER 4 ]NCHES): PIPE MATERIAL SFIALL BE PVC 1120. PVC 1220, OR PVC 2120, AND FIAVE MINIMUM WALL THICKNESS EQUAL TO OR LF55 THAN (SDR1 OF 21, AND MEET THE REQUIREMENTS OF THE STANDARD DIMENSION RATIO WSDOT STANDARD SPECIFICATIONS SECTION 9-30.115)B. POLYVINri CHLORIDE (PVC) PIPE (4 THROUGH 121NCHE5): SHALL MEET THE REQUIREMEMS OF AWWA 0900, CLA55 150 WAIL THICKNESS EQUAL TO OR GREATER TItAN THE SDR OF 18, AND MEET THE RERUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.1 (5)A. POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 2O INCHES): SHALL MEET THE REOUIREMEMS OF AWWA C905 WALL TH]CKNE55 EQUAL TO OR LE55 THAN THE 50R OF 18. DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151 C1A55 50 OR GREATER, AND SHALL BE 1116-INCH CEMEM LINED AND SEALED IN ACCORDANCE WTH ANSVAWWA C 1041A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS SECTION 9-30.2.(1). SIX-INCH FIRE FttDRANT SPOOLS SHALL BE CIA55 52. 4. GATE VALVES SHALL BE RESILIENT WEDGE. NRS (NON RISING STEM) N4TN 0-RNGS SEALS, VALVE ENDS SHALL BE MECHANICAL JOIN OR AN51 FLANGES. VALVES SHALL CONFORM TO AWWA 509-80. VALVES SHALL BE MUELLER. M t H, KENNEDY, CLDW RAV OR WATEROUS SERIFS 500. EXISTING VALVES TO BE OPERATED BY Cltt EMPLOYEES ONLY. 5. HYDRANTS SHALL BEM 4 H RELIANT SME 929 OR 129, MUELLER CENTURION, OR CLDW MEDALUON, NYDRAMS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED. 6. ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WTH THE ABOVE REFERENCED SPECIFICATION (NOTE I ). 7. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12' TO 18'UNDERTHE FINAL GROUND SURFACE. THE MARKER SHALL BE PIISTIC 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 ADDRION TO TRACER TAPE, INSTALL 14 GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WRE (PAIGE "UP SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE PIPE. BROUGH7 UP AND TIED OFF AT VALVE BODY All WRE CONNECTIONS SHALL USE WRE NMS AND A DBR SPLICE NT. MANUFACNRED BY 3-M OR APPROVED EQUAL ALL LOCATOR WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR WRE ON THE WATER MAIN. 8. PROVIDE TRAFFIC CONTROL PUN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD. 9. ALl WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMEM 8Y AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK 10. ALL SERVICE LINE LOCATIONS SHALL BE MARRED ON THE FACE OF THE CURB WITH AN EMBOSSED VJ' 114 INCH IMO CONCR'TE. I I. CALL UNDERGROUND LOCATE AT L800-424.5555 A MINIMUM OF 48 HOURS PRJOR TO ANY IXCAVATION5. 12. THE CITY W LL BE GIVEN 72 HOURS NOTICE PRIOR TO SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE'FlELD VER)FICATIDN', CONNECTION POINTS WILL BE EXPOSED BY CONTRACTOR AND FlTTINGS VERIFIED 48 HOURS PR10RT0 DISTRIBUTING SHUT-DOWN NOTICES. 13. AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE TESTED TO CIN STANDARDS PRIOR TD CONNECTION. IF AN E%15TING VALVE FAILS TD PASS THE TEST, THE CONTRACTOR SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW LINE PR10RT0 CONNECTION TO TIfE E%ISTING SYSTEM OR INSTALL A NFN VALVE. SHOWN ON THESE PUWS AND BEFORE ACCEPTANCE OF ALL ITEMS 14. AFTER COMPLETION OF THE PROJECT, THE CONTRACTORSHALL OBTAIN A BUNCH LIST PREPARED BY THE CITY'S INSPECTOR DETAILING REMAINING ITEM50F WORK TO BE COMPLETED, AIL ITEM50F WORK SHOWN ON THESE PUNS 5HAll BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF SANITARY SEWER SERVICE. 15. A COPY OF THESE APPROVED PLANS AND APPLICABLE Cltt DEVELOPER SPECIFICATIONS AND DETNL55HALL BE ONSITE DURNG CONSTRUCTION. 16. ANY REVISIONS MAUE TO THESE PUNS MUST BE REVIEWED BYTHE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE RESPONSIBLE FORANY ERRORS ANDIOR OMISSIONS ON THESE PLANS. I . SEE SHi. N0. G-2 FOR GENERAL NOTES. 2. SEf SHT. N0. G3 FOR HORI20MAL UYOUT. 3, SEE 5M. ND. W-0 FOR WATER NOTES AND WATERSERVICE VAULT LOCATIONS 4. BOTH WATER MAIN LINES AND SERVICE LINES SFIAII BE A MINIMUM OF 18"ABOVE SEWER LINES. 5. WATER SERVICE 57085 SHALL BE E#ENUED ONE FOOT BEYOND JOINT TRENCH EASEMEM FOR ALL LOTS. 6, ALL WATER PIPE SHALL BE PVC C900. 7, ALL UTILItt CROSSINGS WTH tE55 THAN MINIMUM CLEARANCE. MICALLY 18', SHALL HAWS SAND CUSHION INSTALLED BEfIkEEN PIPES. ROADWAY AND UTILITY IMPROVEMENTS ao6noMSeR 04104 REVISIONS CALL ND DESIGNIeunD awL•TRANSPO rA no 9 e~ ' oLSlcnFOgr: Rn DATE BY oescRlPnoN U ERGROUND LOCATE TWO DRAWING N0. R , N PUNNING•SURVEYING TAHOMA TERRA DIVISION - ~ pt,L ~p DGB A IOI31 NA,NJr ¢EVISEDPERCIttCOMMEMSDATED10I24p5 WORKING DAYS BEFORE YOU DIG I YELM,WASNINGTON DPAWN BY: . N 1119 NA,TWT REVISED PER CITY COMMENTSDATEDIII8105 WATER SYSTEM 1-BOOd24-5555 ~ 42006th Avenue, Ste. 301 t W cnecr.Pn sr: SLC 1012006 DPC ASBWLTS nFFxovL roR 'A/ O acey. aehin9~°985D3 " ~' 1360)493-6002 EC 24 T17N RIE ~ 512007 DPG REVISED PER GIN COMMENT59112107 IMPROVEMENTS MAP O corlsTwrnoN - Yr ~ ~ ~ ~ (360) 493.2476 Fax . , , A MASTER PLANNED COMMUNFf`f BY tE OAre~. 5!2007 oAn s ~ Consulting Group rAn R 54n~ oereLOrlneM P.tvieweNUxetR 36 73 oMATeR A, u.c APPR!)VALfXNRLS sne~r oP TAHOMA BOULEVARD STA. 3+82.00 ~ CARLY LANE STA. 2+ 10.00 A R-IB EXISTING PROPERTY LINE _ _ ~ , FH#2 ^.. ...... ~. .5:00' ..... 42 R¢• -- N ~ M ^ , 9~ ° '~ ~ ~3- ' ~ ~ 7+00 i 6+00 5+00 4+00 ^ l~ ~ Y Q _~., ..- ~n a s 0 ~ / _ \ ni y o ~9 i .y / BIO RETENTION CELL EXISTING PROPERTY LINE PROPOSED ROADWAY CT uAn~ , rv 40 FH#lA ( ~ FH#1 r.- F - ,~ ... .. ~ R__ __. ~M N ~ ^ - -•---~------*-1- 3+0o z+oo I N T_~ )+ o~ f ~- - -- -- (~~~ -~ --- ~~-- I Il O ' ' f: I "~ 0 - ~ r~ e~ r~ry p~ §~1~ «~r J~ J JG ~ . ~~ t1 ~ ~ ~ LIB ...... 4-BG' PfN-T IRRIGATION METER-DOUBLE cnecR CARLY LANE VALVE ASSEMBLY PER DETAIL 6-16 5nT W-4 SEE SHEET W-12 TAHOMA BLVD. ~~ ~J ~~ ~~ 355 ~ . ~ . ~ i... , , ! vrlsrn'--~3~eooo j 355 __.~ _ . ~ .;.. _ : :. ..ypLfL4--aa~.73 I 8 ' , _. ,_ , ~ of N;+I ~ o ~ f( 8 50 _ ..: . .. , ~( .:. n ~ v. a m _ - II) ~ p N ~ - ~ v 1 8~ 0: a, ~, . 50 p N m _ } . .._ EXISTING ... TGROUND II c 71 I ~ > ~N w who tri `Q _. m .II > T ti ~ ~ ~' e o F ~ u .. > > w' _. 45 .... _ _ .. . .. . ~ ~ » ~~3~i .i~lll m ~ _ d _. ~ „ k . v- ., .... d ~~ SS pQ~~ i a. _ ojCW , < 45 ...- .. PROPOSED fF GRADE ~~ ~ : _ T . _ , 40 - ~ --~ ~ L ~._. _ -~ _ _ - __ _. - -_ '_ I - 40 ... .~ _ --- 0so~ ~_ . ~~ -oscrw, _ ~ 12'.SD ~ _ .. ' N~ ~;. 335 ~._ 839 LF. 1 0'NM~ _ ~ .. 379ff 10`WM 0 335 .__ ._ 0 --.-~ T _~ -_ ~-.__.- . ... .._ . ,.. , ®~ 330 .... I TAHOMA BLVD. 330 Q- N' ,q .. ' mm ~ ~ " ~a O d] mm m t0 ,0 -~ .O'(D :mm m.LO ~m ~`B7 mm mrt~- qj p^ ~; ~ Gt :_ ~ 7 ~.., , mm :. .m,m N~ ~ V m~ ~ N _0m ~ m ~v ~,m N m~~, m , ~ ~'. m ~, j. op. .. 325 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 p m. _ .p<m: m m ..... ,. .. 325 m 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 I+00 0+50 0+00 -0+50 HORZ-1"=50' VERT,-1"=5' SCALE: 1"=50 FEET D 25®D WATER FITTING TABLE 39 40 41 42 43 ~rPHASEI 99iN. WAY SE PHASE Z ~~~ KEY MAP u.rs. :C.24, T17N, RI E, W.M. TYPE STATION OFFSET MISC. CONNECT TO EX. 12" WT. MAIN 0+00 I I' RT FlRE HYDRANT ASSEMBLY #I 0+ 18 47.5' R( FL = 340.38 12' x l 2' x 8"x 8" CR055 3+76.5 I I' RT ' 2- 12' GATE VALVES 2-8" LATE VALVE FIRE HYDRWJT ASSEMBLY M2 4+28 47.5' KT Fl = 341.44 FIRE HYDRANT PSSEMBLY k3 8+00 47,5' RT FL = 340.09 I SEE SHi. N0. G2 FOR GENERAL NOTES. 2. SEE SHT. N0. G-3 FOR HORZONTAL LAYOUT. 3. SEE SHT. N0. W.0 FOR WATER NOTES AND WATER SERVICE VAULT LOCATIONS 4, BOTH WATER MAIN ONES AND SERVICE UN6 SHALL BE A MINIMUM OF 18" ABOVE SEWER LINES. 5. WATER SERVICE STUBS SHALL 8E IXTENDED ONE F00T BEYOND JOIM TRENCH EASEMENT FOR ALL LOTS. 6, ALL WATER PIPE SHALL BE PVC 0900. 7. ALL UTILITY CROSSINGS WITH LE55 TriAN MINIMUM CLEARANCE. TYPICALLY 18", SHALL HAWS SAND CUSHION INSTALLED BEIlNEEN PIPES. AS-BUILT 04107 HowzorlrAL coNrROL: WASHINGTON STATE PLANE COORDINATE SYSTEM 6 THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVO 29 PER TNURSTON COUNTY HIGH PRECISION NETWORK CDNTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS LoDNUMe~x: 04104 ~'oN5 CALL UNDERGROUND LOCATE TWO D~ICwaulw RH DesIeNED er DATE BY DESORPTION DRAWING NO. GIVIL•TRAN5P0RTATION TAHOMA TERRA DIVISION -1&2 : 10(31 NA.~MT REVISEDPERGITYCOMMENTSDATEDIDI24I05 WATER SYSTEM WORKING DAYS BEFORE YOU DIG ' t PVtNNING•SURVE'NNG WASHINGTON YELM DRAUw ew NA DGB I U9 NA.N/T REVISED PERCItt COMMEMS DATED I IIWOS 1.800.424.5555 42006th Avaiue. Ste. 301 , Y eneeuD BV: 5LC IOI2006 DPC ASBUILTS IMPROVEMENTS APPROVED TOR CONSiRUC110N W-1 ~~ Lacey. Washington 98503 512007 DPC REVISED PERCItt COMMEM54/12107 (3601493-6002 493 ~~~~ ~ (360 2476 F SEC. 24, T17N, RIE ~ 2007 Dnre. er: - Dnre: DEVetDPMeNr Revlew ENCweER ) - ax Consulting Group A MASTER PLANNED COMMUNITY BY 1^= sa scA~ TAHOMA BLVD. SHEt737 OF 73 TAHOMATERRA, LLC m : sTATlowsO+oo.ooro9+oo.0o AFPRDVAlt}flRES - - ~ TAHOMA BOULEVARD STA. 0+00.00 BEGIN UMITS OF CONSTRUCTION IX. 12'0 WAT€RNAIN INSTALLED BY OTHERS EXISTING PROPERtt LINE ¢ TAHOMA BOULEVARD STA. 12+ 10.12 CL BERRY VALI~Y DRVE STA. 3+65.58 B EDRY yAL~EY RIVE SEE SnEFi `SE o;.. ~58' z.,, W I Z 1 ~ ~ Pfd 11 !~f/: w _ ~ ~, ~ X~ ~ 46 ~~ ~ ~ / 16+~~ ~ ~( ~,~ rN y „~, I ~ ~ ~' B f ~' I :)~ R-IS . ..: : N N m-7- . _ w....., ' ~ R ^ ~ -~~M I 4s ~,,y,#,4 ^ \ ~ 44 14+00 iu m m 13+00 ^ \ ~ ~, ~ ` o ~ , tike \ ,a ~ >~ to ra O ~~ ~~ ' ~ ~, ~~, ~t3~ ~ y .+B'' ~ ~~y ~ ~ ~t~? ~~ ~~.,. ~~~ #~' StN O ~ ~`~ ~~,.X. O ~~ ~~ ~r L4J TAHOMA BLVD. ,o ; , ~ : xoo\ ~~ ..\.~ ~~\ ,5 00 ~ w ~0 \ X ~' y ~ ~ \, x9 ~P ~`~ `' S .+Y' ~ ~ ~ ~ <~ ~~(U' €Sa~ ~P 55 . a . ' . , > ;, _. ._ . 4 I ,. , , 55 - _ . _ ._. ml -_ ,._. _~_ ... nl ! ~I I I ,. ml ~' 350 _ ' <I 350 _ _. ~I ...... _ , I j, v m1 345 dIN ° _ 345 1o ro~ -. " I+ , ,- ' I I :.. . I. •ylo x .. 340 I , _ wl~ J 340 (('PROPOSED ~ GRADE _mlul w •. . ~ 1 _. 11!! ..GROUND ' ~___ - _^ 0.50'R ?aot ip 1.2. 335 -- .. --- _ , .. 12'sO N 335 - _ _ ...... :.. rz -.. , .:- 012' SD Bs9 ~ I o• wM 12°5D ,..' , 912LF 10'WM ' 330 ;Q _ ._ mg 330 325 TAHOMA BLVD. 325 m m. ,0 ~ m:m m.h 4 D ~.. m _ m'in m 0. ©m m m. ,.. .: m ~ .: .- a?> _ .~ Y, m,r m N ~ ~. Iw ~. ,. ~ v, m~~ .-Im, oa m m,~ m ~. ~ ?._ m ~ m,. m 4 Iw m m m ~ N ,uim ~ ~ ~ 1~ rc _ 320 m m_m, a N m e m;m m m; m ~'~ m.m ' " m m m. . .. m ro m ,_ - .fi m , 'm m m m m m';m ~ m m, . . m~ _ m m>.., -- ~+m. m, . ~ ~lm m ~ K 320 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. Im. ~ mim. m . m : 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 II+00 10+50 10+00 9+50 9+00 HORZ.-1"=50' VERT.-1"=5' 44 45 46 SCALE: 1'=50 FEET 0 25® WATER FITTING TABLE 9 ~ iAXOM0. BLVp. } ~ i S~ f 99TX:0.VESf F '•PHASEI 99iN'. wAYSE z ' PHASE Y.-...~ u ODih AVE.tSP 4 a: uu ...~U..f W t~ sizftr s[ KEY MAP NT5 BEC,24. T 17N. RI E W.M. 1YPE STATION OFFSET M15C. FIRE HYDRANT PSSEMBIY #4 I I+50 47.5' RT FL = 338.34 12' x l 2" x l d' TEE 12+04.7 I I' RT THRUST BLOCKING 2-12' GATE VALVES I - I d' GATE VALVE FIRE HYDRANT ASSEMBLY MS 16+00 47.5' RT FL = 336.09 NOTES: I SEE Stiff. N0. G2 FOR GENERAL NOTES. 2. SEE 5H(. N0. G-3 FOR HDRIZDNTAL LAYOU(, 3. SEE SHi. N0. W-0 FOR WATER NOTES AND WATER SERVICE VAULT LOCATIONS 4. BOTH WATER MAIN ONES AND SERVICE LINES SP°ALL BE A MINIMUM OF 18" ABOVE SEWER.LINES. 5. WATER SERVICE STUBS SFIALL BE E)C(ENDED ONE FOOT BEYOND JOINT TRENCH EASEMEM FOR A0. LOTS. 6. ALL WATER PIPE SHALL 5E PVC C900. 7. ALL UTILITY CROSSINGS WITH LE55 THAN MINIMUM CLEARANCE, MICALLY 18". SHALt HAVVE SAND CUSHION INSTALLED BETWEEN PIPES. 8. TRACTS A, B. C. D, & E BACKFLOW A55EMBUES. REQUIRED TYPE OF ASSEMBLIES WILL BE DETERMINED BY USE AND DEGREE OF HAZARD. AS-BUILT 04/07 HORIZONTAL CONTROL WASHINGTON 57ATE PLANE COORDINATE SYSTEM a THURSTON COUNTY HIGH VERTICAL DATUM PRECI510N NETWORK I NGVD 29 PERTHURSTON COUNTY HIGH PRECISION NETWORK CONTROL POIM N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS JoBNUMBFR o41oa REVISIONS CALL UNDERGROUND LOCATE TWO DeslcwBDILD DESIGNED BY: RH DATE BY DESCRIPTION DRAWING NO. GIVIL•TRANSPDRTATIDN V TAHOMA TERRA DIVISION -1&2 1x31 NA.,WT REVISEDPERGBYGDMMENTSDATEDID/24,D5 WATER SYSTEM WORKING DAYS BEFORE YOU DIG ' I PIANNING•SUR EYING WASNINGTON YELM Dw.wxlBr. NA.DGB 1119 NA,TW( REVISEDPERCIttCOMMENTSDATEDII/8105 1-800424-5555 4200 6th Avenue. Ste. 301 ~ . cnecr.En By 5LC Id12D06 DPC ASBUILTS IMPROVEMENTS AFPRDVfDFORGDNB1RllG110N W_2 Laccy. Washington 98503 360 493 6002 ~ 5/2007 DPC REVISED PER CITY COMMENTS 4112/07 1 ) - ~•/~ /~~ 1360)493.2476 Fax $EC. 24, T 1 7N, RI E ~ 91P007 Dnrc. Br DAre. DEVetoPMCUr uvlew euGUEER CUOSUIf109 GJDUP ~ AMASTER PLANNED COMMUNITY BY I"= 5d 9a>t TAHOMA BLVD. SKEET 3b CF 73 TANOMATERRA, LLC oe . sTAnous9+DO.oorole+oD.oo nrPnovAtFxPiBES ~ rnnon7a e~w. ~~ a 3 SF q 99111 AVf. Sf CC TANOMA BOULEVARD STq, 21+20.1 I n n CL LONGMIRE STREET STA. 0+00.00. `7 " ,PHAEEI 9T ' ~ 99rM1 WAYSE _ ~~SP ^. ~~ - ~ PHA6EY I ~ ~~ ' ` 6 ~r~~: ('~ ~ I~rh AVF SE Qom' ~ .,~ ,~' s~~~ - s ~G oN ERCIA~ORIVE2 ~/ ~ ~~ ~~s~ ~ ~ sip, 9E ~ OMB w~ h Ci SEE SHEET !,'~~ v ~'~ ~y~ • ~~, INSraLLTme III sARwcnDES ao `` ~ ~ x KEY MAP - ~ PER DETAIL 4-5.9. SEE SHEET R-14 uw ~i` tJ O SCALE: 1"=5D FEET a-r s. ~ ~~ ~ i ~ ~H#6 ~'` ~ R-I kp0 ~ ,/~ O ® sct.2a.n7N,xIE,w.M, ~ l:q:~~ i \ _. '~ ~ '~ 1g / O 0 25 50 1DB ~ ,,.., , ~ I 1 0 ul~ro /~ ~~ / G7 h I I 1 ~ , , ae. ~1~ 2o~CC 4 ~ ~~ `~t~ WATER FITTING TABLE 1N y W N ./ ~ 1 ' ~ ~ 1 I ~ I 1 ~~~~,~+00. ~ ~W - ~ ~' e ~~ty ttPE STATION OFFSET MISC. F N 53' 1 - i.. ~ 47 IRE HYDRA T ASSEMBLY #6 20+67,00 Ri. FC = 333,87 - ~ ~:~ V .. .._ I 1 ,, R 15 ~ ~, Ta FUTURE I 1 '~ 48 I G' x I O' x 10" x 10' CR055 21+14.40 I I' RT THRUST BLOCKING ' ~ • ~~ ~ A)?6 ~'t TA110MA TERRA I f rC3 212"GATE VALVES MASTER PLANNEDCOMMUNITY I 1 ~,' -:rd y.,J s` ' .~, 1 y~\ 2-10'GATE VALVES > 7 DIVISIONS 3 TO 8 ~ „~~~ ~ I ~`-~ ~ ~ I C°T~ ' 1 I ~~ 1 T" ~ 49 12" CAP 4 TEMP &0. ~ 21 +80.42 I I' Rr ~& ' I it at °il 1 ~~; I~ I - j 33 ~, `,1 ~ ~6' ~ EET SE c~TAHOM~~ooF~coHSZUCnorJL~lrs 1.ONGM~RES~R4 END CUR@1GUTfER AND SIDEWALK LT S RT TAHOMA BLVD. HORZ. • 1" = 50' VERT. -1" = 5' I. SEE SHT. N0. G2 FOR GENERAL NOTES. 2. SEE SH(. N0. G3 FORHORI20NTAL LAYOUT. 3. SEE SHr. N0. W-0 FOR WATER NOTES AND WATER SERVICE VAULT LOCATIONS 4. BOTN WATER MAIN LINES AND SERVICE LINES SHALL BE A MINIMUM OF 18" ABOVE SEWER LINES. 5. WATER SERVICE STUBS SHALL BE EYTENDED ONE FOOT BEYOND JOINT TRENCH EASEMEM FOR ALL LOTS. 6. ALL WATER PIPE SHALL BE PVC C900. 7. All UTILITY CR0551NG5 VATH IF55 THAN MINIMUM CLEARANCE, TYPICALLY 18",SHALL FIAWE SAND CUSHION INSTALIfD BEPNEEN PIPES. 8. TRACTS A, B. C, D, t E BACKPLOW ASSEMBLIES, REQUIRED TYPE OF ASSEMBLIS WILL BE DETERMINED BY USE AND DEGREE OF HA7ARD. AS-BUILT 04/07 HORZONTAL CONTROL WASHINGTON STATE PUWE COORDINATE SYSTEM 6 THURSTON COUNtt HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PERTHUR5TON COUNTY HIGH PRECISION NEM~OR7. COMROL POIM N0. 837 I ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oeN°meere oalo4 REVISIONS CALL UNDERGROUND LOCATE TWO DESICwBUaD RH °fslcNeoeY DATE BY DESCRIPTION : DRAWING NO. clva•TRANSPORrATION TAHOMA TERRA DIVISION -1&2 : 10,31 NA,T~ REVISED PERCIttGGMMEMSDATED 10124105 WATER SYSTEM WORKING DAYS BE( ORE YOU DIG ' 1 PUNNING•SURVEI1NG WASh11NGTON YELM °RAWUBr NA.DGB IIl9 NA.TWT REVIBEDPERCITYCOMMENT5DATED1118105 1.800424.5555 42006th Avenue, Ste. 301 , `" cnECrED ar: 5LC IOI2006 DPC ASBUILTS IMPROVEMENTS APPROJE° TOR CON5IRUCTCN W-3 L, lacy. Wa9hmgton 98503 6 0 512007 DPC REVISED PER CItt COMMENTS Al12107 `~ `~,, (360) 493- 0 2 (3GO1493 2476 P SEC. 24, T 17N, R I E 91P007 °A~~ ar: °arf: ucn - ax Consulting Group A MASTER PLANNED COMMUNITY BY I = sa xA~ TAHOMA BLVD' °EVf~oPmEM RfvlEwf ~ffR SHEET 39 OF 73 TAIIOMATERRA,LLC oe . srnnoNSlB+oo,ooroz7+00.00 AwROVUfxPiRES, ~ LONGMIRE STREET STA. I +90.52 ~ LONGMIRE STREET 9TA. 0+00.00 CL TERRA VIEW STREET STA. 0+00.00 . CE TANOMA BOULEVARD 9TA. 21 +20. I I TAHOMq BOULEVgRD 4 . ` as;° was TERRA VIEW STREET SE ~.. ~ ~ 30.5-.~E SHEET W-6 I .I ~ - ~ 5~,~ 25.5' ' {~ i2i I o~ Y 11 I so ~ -.. ~ ~ ~ T ~ ~ ~ ~ ~~ D ~'L~' ;G R ~, T 1 4 ~~~ 51 f ~~~Fu Y )' \ - t v0'1*~t ~.~,.. . ~m~ _ . ^~/J' ., INSTALL TYPE III BARRICADE PER DETAIL 4-5.9. SEE SHEET R-14 4 FUTURE " 7ANOMA TERRA - -- MASTER PLANNEDCOMMUNITY DIVISIONS 3 TO 8 y ~ ~ ~ _*-; T - - ~_= .. - ~ _ I~ -~...~t~ II 52 rT a,2~-.-... inn -.......:~ _ _ -+~ r-n ~,~ J"`~"F~ _ MMvNi Go PPR~i, LONGMIRE ST. SE - N~ --" m Z T¶ ~ I ~Ni ^s+ ~ ~m ' -__ _f_-__ Q 0 11\\ 111 1111j1 1111110 ~~~ a/ !hl! lbdl 1 ~~~ _ FOR FUTURE PARK FACILITIES -INSTALL DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 6-I G AT RIGHT IRRIGATION METER-INSTALL DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 6J 6 AT RGh4 5 _ _I 0l ~ ~ I I , . 50 N ~ _ ~...- N I 345 ~OO ~ c,~l+ m N N o _. _ .. ' ~- 345 ~omm J III f m5N ~+~ I m 0 d ~ w l ~ ° rc . - . 34 - _. Q im m~ ~ KQ~ Hhw : _.. 340 35 . --- - ; _ _ ___ _-- . .-! ,.. ':. 35 .. _,_ ~ ~ Na ~U _ „..... : - __-_~ ~ L I ~ D 8.5 33 12~sD a ~ ~ ~ © ~ _ 330 64LP I°~N~I , _ LONGMIRE ST SE 325 ® ~~o'Rw ! 1 . 325 ~ M 195 (...... .--- ~ :... ~ ~ ' N p.GE N 41 -, Him N ~ N i pNj N i a o I~. .. N Q N ., .. :.. N ~ pal(1 ON _ 1o Nll` r m ~N ~ N ~ 'm ~~P7 - 1D., 32 m "m'Im m .m+m m m, m'm ~Im, mom mew r r m m,.... m^m r r rIn .... ~ m ,m, m" m ~Irn m - m ~Im .~ xm. ~ m ~ ~ m m ~i~ m=m >; .m- 320 Im , . l m lm. . lm. . im. o : . -I+00 -0+50 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 HORZ. -1" = 50' VERT. • 1" = 5' 5a sl 52 WATER FITTING TABLE TYPE STATION OFFSET MISC. 10"CAP -74.93 5.5' LT. 49 LF I O' WM TOCR059 AIR RELEASE ASSEMBLY 2+77.3 (HP) 5.5' LT. PLACE /59EBLY IN PLANTER STR1P lOKBTEE 3+b0.57 5.5'iT. 2 - 10' GATE VALVES I - 8" GATE VALVE 120 LF 8" N/M W/TEMP Edo IRRIGATION METER SCHEDULE LOT # STATION OFFSET "TYPE PARK 3+80.5 43.5' RT. SINGLE NOTE: OFFSET TO CENTER OF METER BOX SCALE 1'=50 FEET 0 25®0 ranom,a aLw. a, r, U¢ 3 V $~. m 99rn'.ave. se m ~ J ~~.PHABEN m 3 99inIWAY SE - ~ PNAEEI ~ ~~ horn AVE.~sE ~ ~~~ V / ~ REEr sE KEl' MAP u rs. ~EC.24, T 17N. RI E, W.M. fi'-B' `r "a' r ~. ° 0 ~ ~ TOP NEW ~ 1.. I .~ E.asrc~ .~ .a[stm+r SEAtm °~'~ rEn Was sNUrDPr va1Es (A AEnro.) ~ 6• Mui. C (x raDbJ Dmaa !z aEDb.) NO fiALVANI7ED PIPE 6' ~ W wLEr 9DE M PLASTIC OR CEMENT ° '. ASSEMWY. SIDE NEW METER BOX 0 60 °B~,r° Y d°'9~ yrp° A. °ri ° a"SBsp Y (ffi].DW rnaAra msrAwtNw) aA~L fY YIN. xorz: Au NEYS 91AU cauPtr wrx rxE Ydtaxnvc - ApPR01fD DaYnE afar vavE AsmAetr sxau ur NanxwrAL x1rN oMNAYA. - DE9fNFD FDR BAIX 9fWDWf,{ AND BAa PRESAIRE - DIDRaNMY iWSH IlN6 PMa m INSTAWIIDN IX BAa FLOW PREWNiER - ND GLYANIlfD PVE BFFp7E ASSEMBLY - rxE DcvA MAr eE wsrAUEn ABDVE a eaow q}y Qp yB{,M, wpgQ(pTON THE cRWxD PRDw.m Au afARANCES ARE uEr. OAT. QF p~,K,` WOfIKB - DD xbr wsrAU W AN Aau Suazm m nuWlA'c - vu6E sIYAU eE PaorECrtn rxoM Pa®xc DOUBLE CHECK VALVE Lbxanas -rREenaacwASmaLrsNAUBEAamaar ASSEMBLY 2" AND SMALLER wASewcrDN srArE DErr. xEALrx APPAD1tn Y - A PLLBIBINC PERMIT IS REWIRED. Mw116® bAq p1, PIIBDC YARNS DIAECmR DALE 5- 15 Dt$ Crrl GA 611E NR ,rtc Ec s/sons Noyes: AS-BUILT . SEE 9HT. N0. G-2 FOR GENERAL NOTES. 2. SEE 9HT. N0. G3 FOR HOPJZOMAL LAYOUT. ~L} 3. SEE SHT. N0. W-0 FOR WATER NOTES AND WATER SERVICE VAULT LOCATIONS 4. BOTH WATER MAIN LINES AND SERVICE LINES SHALL BE A MINIMUM OF I8"ABOVE SEWER UNES. 5, WATER SERVICE STUBS SHALL BE EXTENDED ONE FOOT BEYOND JOINT TRENCH EASEMENT FOR ALL LOTS. 6. ALL WATER PIPE SHALL BE PVC C900 7. ALL UTILITY CROSSINGS WITH LE55 THAN MINIMUM CLEARANCE, TYPICALLY 18', SHALL HAVVE SAND CUSHION INSTAUED BEnNEEN PIPES. ttOPJZONTAL CONTROL: WASMNGTON STATE PLANE COORDINATE SYSTEM a .THURSTON COUNtt NIGH VER-CAL DATUM PREQSION NETWORK NGVD 29 PER THURSTON COUNtt HIGht PRECISION NETWORK CONRROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oBNDmbrre G41D4 REVISIONS CALL UNDERGROUND LOCATE TWO DesIGNIBUICD DESlexeo Br: RI1 DATE BY DESCRIPTION DRAWING NO. CIVIL•TRANSPGRTATIGN PLANNING•SURVEYI G TAHOMA TERRA DIVISION -1&2 1x31 NA.,w< REVI9EDPERGIttGOMMENTSDATEDla124ro5 WATER SYSTEM WORKING DAYS BEFORE YOU DIG N O I YELM WASHINGTON DRAWN Br. NA.DGB III9 NA,TNT REVISEDPERCIttCOMMENT9DATEDIIlB105 1-800-024-5555 4200 6Ch Avenue-Ste. 301 i , 2 cnecxm Dn 5LC IDI2ooG DPC ASBUILTS IMPROVEMENTS AFFaowD roR mxsTZUCnoN W-4 1 ~ lacey. Washing¢on 98503 493 360 6002 - ~ 512007 DPC REVISED PER CITY COMMEM9 4/ 12107 ( ) - l ~~, 1360) 493-2476 Fax SEC. 24, T 1 7N, R I E ~, DAm, 512007 ar: Dare: DrveLOrlAeNr Rwleweucwvx Consulting Group A MASTER PLANNED COMMUNITY BY scAl~: I ° = 5a LoNGMIRE sT sE SHEET 40 OF 73 TAHOMATERRA, LLC m STATIONSO+oo.DOTOG+oD,oa aRRROVnLeNrlRes: iii" ~ ~~~ I I III1 111111 ~ //~ 111111 111111 ~ / ign elevot ~1l 111111 111111 33D CC III o ' ~ LONGMIRE STREET STA. I 1+83.31 ~ LONGMIRf STREET STA. 7+91.76 ~ CL TERRA GLENN STREET STA . 28+43.43 2 FUTURE ROAD sra. z4+os.59 TERRA GLENN ST. SE - 5EESHEET W-8 In ~ . ' 25,5' -- 56' kAN - 30.5' - O ~ m . N ~ it , j .: .+,. Np ^a. ;.',:* _ FH#16 a ~~--N -- r - s6 FH#~ o ~~ N~ :- .-r ..., _~. 2W '. M t 19 58 ,,i"3-F©© tn} r 93 ` `~e 00- 9+DO N ~ .., ~ 10+00- I""` . _ t1~0(3 _- , -r a ~+t3~ e . / 61 ~ V- Q ~ Z -- - ' _ ~ 'pri° _ _ ~ I --- --- ,~_ -r- --- r r' A 0 U w e L y uF" R-16 c9 z mn °m,N R-IS 37• Z Z FUTURE ROAD 57 N 0 W LONGMIRE ST. SE INSTALL TYPE III BARRCADE PER DETAIL 4-5.9, SEE SHEET R-14 INSTALL TYPE Ih BARRICADE PER DELAIL4-5.9. sEE SHEEP R-14 II l : ' I I ~ _ --- _ - -• ; -a _ d I N ' I_ ml 360 i Qi N 360 __ _ NI ~. ~ ~. ~NI ~ _811._ ` 355 _ - J 355 ~ ~l~ ~ --°i~ ~, - ~ a NIm ~Qln. ~ ~ , Zlm ., ...~~~. m ~ m ~. F. ° ~ ~ 350 _ -~- - ¢ la °pIn ~, ~nla Flu, > w I z ~ 350 _ _ _ _ w z _z. _ _ ..0. 345 .... F u 345 ` - _:.... ~ - m 340 _ ~ ;~ ~ ~ a~ 340 I ~ I ' ~ ' ~ lo'wM e H N ~ ® w 335 . Iz sD ~ i . ® fir' ss~ ~ `~ 335 - ~ , -_. . .. 10~ NRV 191P .--'- ~ _. .. 2 . ,.. .... In .. 6 10 Lf 10'.WM - I I _a ©®.. .,. u ~ 330 _ . _ _ LONGNi6RE ST. SE .., ~ 330 ~ -z ui , ~ I ' v ~ o' m N. r` ~ .0 V a m n m _ dim. , m _. oily, v ~.m _~0 ~ ,N !^. v ~ o p N,Q:.. ~ Ip(llm .... ~ "' pp .nl~. .O ~, N,~ ~ ~ x. 325 m m m,m' mime m`m mi m m _ °u g' _ e'V a V wj" ~* aJc ' `r Nla `~ ,~ v m V v mlc ` m a ` W m m m m im m m m : im m m m rlm rim 325 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 II+00 11+50 12+00 12+50 13+00 HORZ. -1" = 50' VERT. -1" = 5' 53 54 55 56 57 58 60 61 SCALE: 1"=5D FEET o z®o WATER FITTING TABLE / ~ ETRE gf KEY MAP u.rs. 5EG24, 7I7N, R TE, W.M. TYPE STATION OFFSET MISC. FIRE HYDRANT ASSEMBLY 616 7+76 19.5' LT PL ~ 340:94 I a z i d' z 10" TEE 7+97 5.5' LT THRUST BLOCYJNG sruB sa LF I a' PIPE ro FUTURE TERRA VAt1EY W/TEMP q10 NOT USED FIRE HYDRANT ASSEMBLY#17 I1+26.5 19.5'LT FL=343,21 45 LF 8" PIPE TO SOUTH I 1 +88.8 56.5' RT. W/TEMP B/0 22112°BEND 12+45 1,26'RT THRUST BLOCKING ~22 II2° BEND 13+09 6.72' LT THRUST BLOCYJNG CONNECT TO IXIST, I d'WM 5.5' LT Noyes: AS-BUILT I. SEE SHT. N0. G-2 FOR GENERAL NOTES. 2. SEE SHT. N0. G-3 FOR HORIZONTAL IAYOUT. 04 / 07 3. SEE sFR. N0. W-0 FOR WATER NOTES AND W0.TER SERVICE VAULT LOCATIONS 4. 60TH WATER MAIN LINES AND SERVICE UNES SHALL BE A MIN]MUM OF 18"ABOVE SENOR LINES. 5. WATER SERVICE STUBS SHAM BE IXTENDED ONE FOOT BEYOND JOINT TRENCH EASEMEN7 FOR ALL LOTS. 6. ALL WATER P1PE SHALL BE PVC C900. 7. ALL UTNTY CROSSINGS N4TH LE55 7tTAN MIMMUM CLEARANCE, TYPICALLY 18', SHALL HAVVE SAND CUSHION INSTALLED BETWEEN PIPES. HORIZONTAL COMROL: WASHINGTON STATE PLANE COORDINATE 5YSTEM d THURSTON COUNtt HIGH VERTICAL DATUM' PFECISION NETWORK NGVD 29 PER THURSTON COUNtt HIGH PRECISION NtTWORK COMROL POINT N0. 837 ELEVATION 349,235 ROADWAY AND UTILITY IMPROVEMENTS ,oBNUMBER: oaloa REV1s10Ns CALL UNDERGROUND LOCATE TWO DeslGwSUaD DESIGNED BY: RH DATE BY DESCRIPTION DRAWING N0. GIMIL•TRANBPORTATION PLANNING•SURVEYING TAHOMA TERRA DIVISION -1&2 ~ 10/31 NA.TWI REVIBEDPERGINGOMMENTBDATED Id124,d5 WATER SYSTEM WORKING DAYS BEfOREYOU DIG ' YELM WASHINGTON DPaW+er: NA.DGB 1119 NA.N/L REVISEDPERCIttCOMMENTSDATEDll18105 1-800424.5555 4200 6th Avenue. Ste. 301 ~ , L' cracrsD Br: SLC ID,2006 DPG ASBUILTB IMPROVEMENTS APPROVED TOR C0115rRUCTON W-5 Lacey. Washington 98503 +11 j~ (360J 493 6002 SEC 24 T17N RAE 512007 DPC REVISED PEP, Cltt COMMENTS 4112107 ,~ , - ^ (360) 493-2476 fax . , , 512007 DArE ar: DarE: v w GONSUI100 ~iEOUP A MASTER PLANNED COMMUNITY 8Y I ~ . 5d swt: LONGMIRE 5T. SE EnGU~EER DEVEioFMeNr u re 41 73 TAHOMATERRA.LLC ~ sTATlous6+do.DDTOl3+31.51 APPROVAIExPIRES SHEET OF ~'~~ ~~ se m s9rnI.AVE. se m 3 ''-,PHASEI 99TH:'WAY SE o ~ PHASE3~~~~~ ~ iourn aVf.:sE B ..~G u ~ON~MIRE ST r ~33s~ REETSF a ! ~6 ~2~ ~ `~ of I1 / j f *.3 I 1 °' ~ ~ ~' ( ~ ~ II•' 4 ~ R 15 ,l ~F~~>-- ,_ a 1 1 I FHtlB I ~~ f fL TERRA VIEW STREET STA. 2+44.1 I Ct I GOTH AVENUE STA, 0+00,00 1 `; ~ ~ , ,.b w ~ 0 CL TERRA VIEW STREET STA. 4+96.67 fE TERRA VIEW STREET STA, 7+60.73 CE 99TH WAY STA. 0+00.00 CE 99Th AVENUE STA. 0+00.00 , ~ v~ ' ~ ~ r ,.D.. I-- -_ 7 Lj - - FHkI . ~ ~ „ ~ Xn ~- ,:. '. ~~ + ..D.. 1 .~..~ ,~ --+- _ ~~ ' - - 2+Op- _ ~ I I ' ' ~ "~~~ - - _ _ m ' ~ ~ ~ I y~ I I -~ ~ tts P ~ III ':~~ i. I ~ ~~ ~~r° I j ~ I R.16, ,p ~ 4" `I Y I I 1~ .a~ .'' I ^"s' Q I i I ..~ ms ,~ I I I ~,, cG ~ I .; ~i I I ~.. , , X0,5' .,L ~S ~ ~~ I.~ I ~ ~ ~ ~1 ~ ~ ~,I~ ~ ~ ~ ~ z5s. 25.5' S6w~'UESE I S~ + ~ I 30.5' ~ 99TH AVEN I ~~ o~~ X55 ss w~"Y SE SEE SnEEf W''I 30,5' 99TH WAW.10 56' Rlw SEE SHEET ~ you MiRF sTRE~rT ssnAl o9w oG 100TH AVENUE SE TERRA VIEW ST. SE . ... -° ;_ gl ~ . al __ 8 __._ ...... 01 a ~ +I 50 ~I$ +I ei g ._, ~~ ,. ~I I of QI . Nl .. .F m.il- oP ~. gl m o? _ _ 350 O FI .KI , II 'v of + 0 ~ ! ~tm ~ F ~~ N ~ llJi0. a I I ... I I Qr m m 345 -zl~ n .31 o~. m l_ Or ,. N h ~I< dTfN ° , w .... 345 .. ... - J~ a ~ .. ~ }~ O N _ .. .... ,,... =lh i 31e , ~ , r`a II > 340 Y ~IN w. _. ~~ w . . 340 _ _ - __ ___ 335 ~~ , Iz'SOp 335 _~I2"SD urD .m ~. 12'SD~ -_ 1 2'SDQ ~. . .. " 12'sDQ ' >. ~~ _ 330 ~ © . ~ R 330 . ~ TERRA~UIEVV I~G LENN 5T'; SE °® .. _ ' :m"N .N '-0 wy~° N.~ o m: 47.-.. N p.... N R p ^,.. p 1D C W N .. 0 p .. N D1,. :...-p ui :._. N `r ~ ~ :.a N '. LV LD ~ V,:m N N. mlm. N N - , _ m .N ~~ ~n V `n .. _ n r~ . ~ 9 N ~. O,Q ... m.N ...;m ~' IN ~ f~ m ' ~. 325 < m. m m m!m . m°m. m m m,. m m,m..', ~~ m <m m ! w m m'm m n - ..m m' N ~ .., m m N:n 'mm` ui'.w ;m m ~ ~m m'-. ~ r ,V m C m.... u ~ ... .m .. ~ m . . m . !~ a .m , t`.~ .; ~. .._ , 325 m m.m m m m m m m m m ; m m. m -0+50 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 HORZ -1" = 50' VERT. -1" = 5' C C C C C C C WATER PITTING TABLE SCALE: 1'=50 FEET o z®o 6F iAXQ1~A BLVD. ~ T ~~ S ? C / 99i11':AVF, SE I,PXA&E1 y ssrniwav se ~~ PHASE2 ~ F ICOTn AVf.:5f UG.FG ~ 5 SE KEY MAP N , s , . . SEC,24. TI7N. RI E, W.M. TYPE STATION OFFSET MISC, I 0 x 8' TEE FL 0+05,5 5.5' LT THRUST BLOCYJNG 2- I G" GATE VALVES, FL x NIJ I-B GATE VALVE. Flx MJ FIRE HYDRANT ASSEMBLY H7 0+56 22' LT FL = 336.08 FIRE HYDRlWT A05EMBLY k8 2+05.0 22' LT FL = 337.49 8" x 8" TEE. FL 2+43 5,5' LT PUCE ASSEMBLY 3-8" GATE VALVE. FLx MJ IN PtANTERSTRIP AIR RELEASE VALVE ASSEMBLY THRUST BLOCYJNG 8" x 8" TEE, FL 5+02.2 5.5' LT THRUST BLOCKING 3-8" GATE VALVE, FL x AAJ FIRE HYDRANT ASSEMBLY l+9 5+20.9 22' LT FL = 336.3 FIRE hiYDRANT ASSEMBLY q 10 7+50 22' LT FL = 337.58 8" x 8"TEE. Fl 7+68,3 5.5' LT THRUST BLOCKING 3-8" GATE VALVE, FLx MJ NOTE 'OFFSET TO CENTER OF METER BOX "' OFFSET TO FRONT OF METER BOX AS-BUILT LOT # STATION OFFSET' TYPE 124- 125 0+96 21' RT. DOUBLE 126-127 I +63.5 2 I' RT. DOUBLE 128- 129 3+ 13.5 2 I' RT. DOUBLE 130- 131 3+80 2 I' RT. DOUBLE 132 4+62 22.5' RT. SINGLE f57 5+43 22.5'RT. SINGLE 158- 159 6+9.5 21' RT. DOUBLE 160-161 6+82.5 21'RT. DOUBLE t 96 8+50 15' LT. SINGLE 197-198 8+04.5 21' LT. DOUBLE 199-200 7+37.5 2 I' LT. DOUBLE 201-202 6+77.5 21' LT DOUBLE 203-204 6+ 17.5 2 I' LT. DOUBLE 205-206 5+50.5 21' LL DOUBLE 207 4+76 22.5' LT. SINGLE 208-209 4+28 2 I' LT DOUBLE 210-21 I 3+48 2 I' LT DOUBLE 212 2+43 15' LT. SINGLE 213-214 1 +67.5 21' LT. DOUBLE 215 0+64 22.5' LT. SINGLE WATER METER SCHEDULE I . SEEBh4. NO. G-2 FOR GENERAL N07E5. L 2. SEE SM. N0. G3 FOR HORIZOMAL UYOU(. ~ OT / O 3. SEE 5HT un wn PnR waTSa Nn1PS can wnTFR SFRVI!'F ~rci n1 LOCATIONS 4. BOTH WATER MAIN LINES AND SERVICE LINES SMALL 8E A MINIMUM OF I B' ABOVE SEWER LINES. 5, WATER SERVICE STUBS SHALL BE EXTENDED ONE FDOT BEYOND JOINT TRENCH EASEMENT FOR ALL LOTS. 6. ALL WATER PIPE SHALL BE PVC C900. 7. ALL UTIUtt CR0551NG5 WITH 1E55 THAN MINIMUM CLEARANCE. 1YPICALLY 18", SHALL HAWS SAND CUSHION INSTALLED BETWEEN PIPES. HORIZONTAL COMROL: WASHINGTON STATE PUNS COORDINATE SYSTEM t THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNtt HIGH PRECISION NETHORK CONTROL POINT N0. 837 ELEVATION 349235 ROADWAY AND UTILITY IMPROVEMENTS ,oe NDMeER 04104 REVISIONS CALL UNDERGROUND LOCATE TWO DES1Gw5uILD RH ~FSIG"~BY DATE BY DESCRIPTION ~ DRAWING NO. GIVIL•TRANSPDRTA„DN PUWNING URVEYING TAHOMA TERRA DIVISION -1&2 ~ ' 1x31 NA.,W~r RE~ISEDPER6nY60MMENTSDATFDIG/241D5 WATER SYSTEM WORKING DAYS BEFORE YOU DIG L S YELM WASHINGTON DRAwNar: NA.DGB II/9 NA,1Wr REVISEDPERCITYCOMMENTSDATEDII/8105 1.800.424-5555 42006th Avenue. Ste. 301 , oXEFRED BY: SLC 1012006 DPC ASBUILTS IMPROVEMENTS APPROVED FOR CON57RULlION W-6 ~ ~ Lacey. Washington 98503 360 493 6002 ~ 512007 DPC REVISED PER CITY COMMENTS 4112107 ( ) - L~~~~~ (360)493-2476 Fax SEC. 24, T 7N, R E ~ 512007 DAB' ~ ar: DATE: Consulting Group A MASTER'PLANNED COMMUNITY BY I,. = so ~'"~' TERRA vIEw1 GLENN sr. 5E DFVELOPMeirr RFVrew eNOiNEER F 73 IEET42 S TAHOMA TERRA, LLC os BranoNS o+00.00 To 9+oo.co APPROVALExPiRFS L O ,s ~` ~ ,' ~ {p~~~r~g ~~ 3 3~ ~ 32 ~1 ~:JU ' ~9~ Ot - _- m~~ -- - v / ~~ -~ ~~~ / ~ ^ 1~3 ~~ ~ S~,XF Y+~ FO~S~~ ~ -,,,f G ~9 i x .C, 000 0 TERRA VIEW ST. SE ~._~ _~ I- .....p.._ -~6~hQQ_' .....-~P'F~~- L~ Q _ _ _ ww z W U '~~ ~~ ~% ~ ID I oA II SCALE: 1`=50 FEET 0 25®0 WATER FITTING TABLE 6 F ianOMA &.VO. - ~ T F ~ y 99itl.wc n m °HASE1 n 991. AYef - ~ PHASE3~~~~- ~ IWiH AVE. Sf ti q 0~ ~~I° u ` L F SiREeT 5f KEY MAP II.i.S. SfL.74. T 17N. R I F. W M. TYPE STATION OFPSEr MISC. FIRE HYDRANT A55EMBLYAII 11+4I 22'LT FL=339.93 8" x 8"TEE. FL 15+ 14.2 5.5' LT PLACE A55EMSLY IN 3-8" GATE VALVE, FL x MJ PLANTER STRIP THRU5T BLOCRNG AIR RELEASE A55EM8LY FIRE HYDRANT ASSEMBLY M 12 15+50 22 LT FL = 343.54 WATER METER SCf1EDULE 355 ..- ; ;. . ':- € gl .. . 35'5 ... '. I. .... ~ .. . dl _ ..-.. of ~ I ;.. ' ~ ' ,..... 350 I I io h 350 _ ml+ '~ I N ~ ° ._.. ~ m ! ale ° ~ '' ... 345 IN w 345 1340 -- - ---- -----~ _~'' 340 -- - - - - : _ - - __ ' _ : : iD 0 m __ ._ 12'BDO ® II 335 _ 12'SDO 4.551 t0 ... ~ ~ T -. 335 ° ~ _ ~ 330 _ ' ' °_ TERRA VIEW l (GLENN S T SE - i . 330 -- r a ., .^.. .. °. 7 ~ -. ~ ~ .. ~ < -, N m ,. ~ N .. a 0 u~i r. I '~:~ m. O..m m r..N m ~ m... N m N m m ., ~~ '. m ~ ~ o ... ~._ .....°In ~._ ~ ~ N v ~,~. ~0. 325 ~ m .mlm ~^ ,pm m"m o1~ m m 0i ~' m m : ...m0 m m ~0 ° ° !m.m ~..0 m m p..0 ml`m O ~. " N m_ Np m ° NV ~ N°T _ m Nm ,.._ ,m ° Nm ._ v N _ . 325 l m m. n m : m m m m 9+00 9+50 10+00 10+50 II+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 fL TERRA VIEW STREE7 STA. 15+08.69 CARLY LANE ~ cAR Y LANE STA. o+oo.oo. SEE SHEET W-12 56' RNv-' 2828' ~I I ~ 30 ~~ ~ I' , ~ I I 2 27 2~ C, ~ I 1 I p lr-D ~ II - --- ~ _ ~ro - ~ „ - y~~ - - ^ - _ I - y _ _ ..l0. SY/~ __ _Nm_ -_ - ~DI_ C t ~ / ~ J y^f~ R-7 ~??``Suv / ~/ ~ / ~ U J 2 ;~~ ~ /~ ~ HORZ. • 1" = 50' VERT. -1" = 5' NOTE: "OFFSET TO CENTER OF METER BOX " OFFSET TO FRONT OF METER BOx LOT# STATION OFFSET' TYPE 27-28 16+07 21' LT. DOUBLE 25-26 17+07 24.5' LT. DOUBLE 188 I 0+61.5 22.5' RT. SINGLE 186-187 11+35.5 21'RT. DOUBLE 36-185 12+40,5 21'RT. DOUBLE 37-38 13+48 21' RT. DOUBLE 39-40 14+16.5 21'RT. DOUBLE 41-42 14+90 21'RT. DOUBLE 43-44 15+80 2 I' RT. DOUBLE 45-45 16+70.5 2 I' RT. DOUBLE 29-30 14+ 18.5 21' LT. DOUBLE 31-32 13+34.5 21'LT. DOUBLE 33-34 12+52.5 21' LL DOUBLE 35- 189 I 1 +68.5 2 I' LT, DOUBLE 190-191 10+72.5 21' LT. DOUBLE 192- 193 9+87.5 21' LT, DOUBLE 194- 195 9+ 17.5 2 I' LT. DOUBLE Noyes: AS-BUILT I. SEE SHi. N0. G2 FOR GENERAL NOTES, 04/ o~ 2. SEE SHT. N0. G-3 FOR HORIZONTAL IAYOUi. 3. SEE SHP. N0. W-0 FOR WATER NOTES AND WATER SERVICE VAULT LOCATIONS 4. BOTH WATER MAIN LINES AND BERNCE LINES SHALL BE A MINIMUM OF 18' ABOVE SEWER LINES. 5. WATER SERVICE 5TU85 SHALL BE EXPENDED ONE FOOT BEYOND JOINT TRENCH EASEMENT FOR ALL LOTS. 6. ALL WATER PIPE SHALL BE PVC C900. 7. ALL UTILitt CROSSINGS WfiN LE55 THAN MINIMUM ClF_ARANCE, TYPICALLY 18°, SHALL HAWS SAND CUSHION INSTALtfD BETWEEN PIPES. HORIZONTAL CONTROL: WASH]NGTON STATE PLANE COORDINATE SYSTEM THURBTON COUNtt HIGH VERTICAL DATUM PRECISION NEfWORX NGVD 29 PER THURSTON COUNtt HIGH PRECISION NETWORK CONTROL POINT N0, 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oaNOMeeR: oaloa REwsloNe CALL UNDERGROUND LOCATE TWO DESIGwBUILD N ~ RH oeslcNm er DATE BY DESCRIPTION DRAWING NO. CIVIL~TRA SPORTATION PIANNING•SURVEYING TAHOMA TERRA DIVISION -1 &2 ~ , : IOI31 NATINP REV15EDPERGIttGOMMENTSDATED ID,24,O5 WATER SYSTEM WORKING DAYS BEFORE YOU DIG ' ~ YELM WASHINGTON oRawN ar: NA DGB 1119 NA.TVJr REVISED PERCtPYCOMMENTSDATE01118105 1-800.424.5555 4200 6th Avenue. Ste. 301 , Z cnecxto ar: 5LC I OI2006 DPC ASBWLTS IMPROVEMENTS APPROVED FDR GoNSTRUClION -7 ~ laceq,Washington98503 ~ (360)493-6002 SEG 24 T17N RIE ~ 512007 DPC REVISEDPERCITYCOMMENT54112I07 ~, , •^ (360)993-2476 Fax . , , A A ~ 512007 °nTe. sn Dare: Consulting Group M STER PLANNED COMMUNITY BY TA 5co~: I ° = sa TERRA vlEwl GLENN 5T. 5E DevEeormeMPevmv eNDlHeeR SHEET 43 OF 73 HOMA TERRA, LLC ~, STATIONS 9+GO.oo io n+oa,oo aPPkovAIEIPIRes: HORIZONTAL CONTROL, WASHINGTON 5TATE PLANE COORDINATE SY5TEM 4 THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NETWORK NGUD 29 PER THURSTON COVNtt HIGH PRECISION NETWORK COMROL POINT N0. 837 ELEVATION 349,235 AS-BUILT 04/07 IRRIGATION METER-DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 6-16 SFff W-0 I {~ ~ 6 -- - R-18 _ I ,.; r.. try" ,~.. ~.~m ..~ ~:~:. \\ 12 ~~~ 2A ~~` TERRA VIEW MATChiLINE STREET SE STA 17+20.00 SEE DWG. W-7 ~ TERRA GLENN STREET STA. 19+86.40 CL 99TH AVENUE STA. 8+80.03 ~ TERRA GLENN STREET STA. 22+37,42 CL 99TH WAY STA. 9+05,91 u z 0 u CL TERRA GLENN STREET STA. 24+93.43 Ct I GOTH AVENUE STA. 9+14.45 tLy tt? e9' G+D ~'" r r e^- r ~ r ~. ~ C52 C~# 0 °..' D m E A __ R17 _ 17 _ Rlb ~N m FH#141 m° o~l, FH#', 13 I~ IS - ~ ~p _~p _ ~~_ ^p~_ ip i 17 I I' I I [G I I I; .~g lIL h I I E II ~Ii I I T-56' RN/-y I-.31'--25 -~~IIIIII 99TH AVENUE SE SEE SHEET W-1 I h- U3 CC> :s~ tS7 w LL9 t&? °~° Erg C B 16 f D _ p - --p I - I ~ ' I N~ ~ I II. I ~ :: I ~ ~ I I I I I --~=E ~~ I I I 1' j i r ~ 1 I~ t o I I I ~:1 I ~5~30,5' 25.5'-1.-~5~30 25.5' 99TH WAY SE 100TH AVENUE SE SEE SHEEP W-10 SEE SHEEP W-9 TERRA GLENN ST. SE SCALE: 1'=50 FEET 0 25 50 100 '~ fL TERRA GLENN STREET STA. 28+43.43 ~ CL LONGMIRE STREET STA. I 1+83.31 1 A _.,, ; , R-16 WATER FITTING TABLE I I O T 12A p ~ 13 --1-- a.,,.... 28+00 . _ .I ,-_- ~ 13A I.. I4 v~.; ~ ~~~I~ IS .I I 2V". I~ .I I6 I~t +4 ^~ I `' ~~T ti I 12 ~61 ~~ 17 LONGMIRE STREET SE la SEE SHEEP W-5 19 , i ~ I , I ~ I i ! I I , 360 _ _. '" ~I :._ 360 + m 7 ml ml ~.- ! QI +I mlp ~ _... -1m N a 355 rt ~ol° mil nlp ~I+am: I 355 ° ~O ~ I O WI~ ~ N ~.'II-_ - F N I j© mV m QI~~ y~ R'IQ ~~.. rQIQ ~ aI is i ~I~ ~o,_. 350 _ m+l+ ~ _. m w~Jw N Nlr~ ~ o. ~ -N w I ~ W ~,. o 0 0 350 r. N oh, a - '- yl+ m ' ' --- - -- - - I 31N m ,;- ~, ' =Ian ' 345 - -' - ~ ~ ~Q> ml~ ~ 345 ~ m,m w I 340 ~'~ ~~ _ _ _ _- __- - - _' I--- -- _ ____ - .. _ © 13 ~ ~ `- 340 ~, ' '. m U 12' 5D Q ' ~~ I .... 12'SD~ 12'500 ... ' a Z.,.. C~7m~ 335 ©~ . 4' S5' 335 ' ', 15 ~ l _ ' ~ :.. 330 '' TERRA VIEW l GLENN ST SE : . 330 ~ m m~~ ° m m ~ m v N ~ ( N ~ ice. ., ,m10~ ° ~ ~~~ ~.~ ~,~ N o ~ ~ m N . ...t _iR ... O m _.. ~iN Nlm _.P " . '_ n N~ ~I,o p'.-.. I v. n n W m. m N... ~ , ~ N T_ 325 V _ C ~L i~ N N. `~ ~' m~ Q'm P n ~ rr N~ p,c mn a a _ '.mm . ~ a. _ f N N _.,~ v m ~ N r ge a. m N e NI ,~ i .~i<. - ~g,~t O _ ...; "v 1a - l l v ~ .. CJ m ~ ~ 7 ..a a `_ m ., m m m. m[ m mlm. mlm m'~ m m mm ~ mlm m m m m m m~ m m m m m m m m ~ ~m ~? m m mim, m;m mm 325 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 HORZ, -1" = 50' VERT, -1" = 5' TYPE STATION OFFSET MISC. AS° BEND, FL 17+48.83 1224' LT METAL LUGS 45° BEND. FL 17+27.97 11.9' LT METAL LUGS FIRE HYDRANT PSSEMBLY kl3 19+40 22' RT FL = 345.09 AIR RELEASE ASSEMBLY 19+69 5.5' LT PLACE IN PLANTER STRIP 8" x 8" TEE, FL 19+80.9 5.5' LT THRUST BLOCKING 3-8"GATE VALVE, FLx NJ FIRE HYDRANT ASSEMBLY #14 22+10 22' LT FL = 339.88 8" x 8"TEE, FL 22+32 5.5' LT THRUST BLOCYJNG 3-8° GATE VALVE, FL x MJ FIRE HYDRANT ASSEMBLY#15 24+819 22'LT FL=340,97 B" x 8"TEE, FL 24+88 5.5' LT THRUST BLOCYJNG 3-8" GATE VALVE, FL x MJ Id'x Id'x8"x8"CROSS WI 28+37,9 5.5'LT TNRhST BLOCKNG 2-10"GATE VALVE. FLx MU 2-8"GATE VALVE, FLx NU SN8 58 LF 8' WATER MAIN SOUTH 8' CAP W/TEMP d~0 WATER METER SCHEDULE LOT # STATION OFFSET` TYPE I 27+82 22.5' LT. SINGLE 2-3 26+93.5 21' LT. DOUBLE 4-5 2G+ 19.5 21' LT. DOUBLE 6-7 25+45.5 21' LT. DOUBLE 8-9 24+35.5 21' LT. DOUBLE 10-II 23+35.5 21'LT. DOUBLE 12' 22+39.5 22.5' LT. SINGLE 13-14 21+17.5 21'LT. DOUBLE • 15-16 20+37.5 21'LT. DOUBLE 17 19+63.5 22.5' LT. SINGLE IS 19+53.5 22.5'LT. SINGLE 19-20 18+77.5 2 I' LT. DOUBLE ^• 21-22 17+97 21' LT. DOUBLE •• 23-24 17+45.5 35.5' LT. DOUBLE NOTE: `OFFSET TO CENTER OF METER BOX " OFFSET TO FRONT OF METER BOX NOTES: I . SEE SHT. N0. G-2 FOR GENERAL NOTES. 2. SEE SHT. N0. G3 FOR HORZONTAL 1gY0lJf. 3. SEE SHT. N0. W-0 FOR WATER NOTES AND WATER SERVICE VAULT LOCATIONS 4. BOTH WATER MWN UNES AND SERVICE LINES SHALL BE A MINIMUM OF 18" ABOVE 5EWER LINES. 5. WATER SERVICE STUBS SFIALL BE EXTENDED ONE FOOT BEYOND JOINT TRENCH EASEMENT FOR ALL LOTS. 6, ALL WATER PIPE SHALL BE PVC C900. 7. ALL U(ILITY CROSSINGS WITH LE55 THAN MINIMUM CLEARANCE, TYPICALLY 18", 5HALL HAWS SAND CUSHION INSTALLED BETWEEN PIPES. ROADWAY AND UTILITY IMPROVEMENTS aoBNONa~' o41on REV151oN5 CALL UNDERGROUND LOCATE TWO DESIGwSUILD ff Desi~xeD ar: RH DATE Br DESCwPTION DRAIMNG N0. CIVIL•TRANSPORTATION / y TAHOMA TERRA DIVISION - 1812 10131 NA.1RR REVISED PERCIIYCOMMENTSDATED ~D,24)05 WATER SYSTEM WORKING DAYS BEFORE YOU DIG 1 I PLANNING•SURVEI1NG YELM WA5111NGTON' DRAwxar: NA.DGB 1119 NA,NJf REVISED PERCIttCOMMENTSDATED1118105 1-800.424-5555 42006th Avenue, Ste. 301 , cnecr.~D ev: SLC 1012006 DPC ASBUILTS IMPROVEMENTS APPROVED POR CONSTRUCTION W-8 F p Lacey. Washington 98503 d ~ 5120C7 DPC REVISED PERCITY COMMENTS 4112/07 ^ (360) 493-6002 ~V,~~ (360)493-2476 Fax SEC. 24, T 17N, R I E {N 512007 DnTe ar DArE: DExELDPMExr REUrew ENSlxeeR Consulting Group A MASTER PLANNED COMMUNITY BY scnl~: I ° = sa TERRA v1Ewl GLENN 57.5E SHEET 44 OF 73 TANOMATERRA,LLC oe STATION517+00.007028+43.43 APPRwA~ExPiRes: _ 20 21 22 23 24 25 26 30. 0 0 r CL' I GOTH AVENUE STA. 0+00;00 /f fL TERRA VIEW STREET STA. 2+44. I I TERRA VIEW SEE SHEEP w-6 I GOTH AVENUE 570. 7+48.45 CL TERRA CT. STA. I +87.75 r ~ I GOTH AVENUE STA. 9+14.45 I CL TERRA GLENN STREET STA. 24+93.43 gl 355 _ . _ol :.. .-.... ,. _I .. _ m . - 350 "18 ° ' " --n mxn ,_< ...1- a ,..~ , _~I ..>_.. _ ., a + of -. <I i cIN .,,ply ~ oN._ ~g N2o .2j II. ~ n m- .I .~ `_ dh of '.. ..... Im ~ , ~. . ~-'-- --•----- - ~ F~ , Nh S P . . . ,. ~ _ .aL ~ . - - '. ~ mm- 350 .S a I >..d .. ~ ~ ._..aIN -~ -olo ~ m -.. ~ ._. 0~ Glfl 7 I l . ,...~ ~-.. 345 ~ ~i _~~. ~ ~~ --- --- - ~I~ -,-- -_rlN o _ > , . , ,._ ~.a`_...._ _.;~ _. -__,_.~ .. -i.~ . ,. . ~k ''__.°. o- > w a la ~IN -, - _o. > . _ w - ~ ~o Id o... d 0~... 345 p_ 340 _; _ .. - _ - __ . , - .,.. _ - - . . .: , ~ . , - " 40 _ _ '. , z~ ~w ' Qrz'sD . ,-.. iN ~ .. m 2 9D ... 335 - - -rr~o- _v....: , ._ .. .. .. ~ . _ 18 . 35 .-. _....~, _. .. .,.. ~ ~©. ... ..... ~: .~~_®- ®® ~~ ~ _ __ ... 2'55 2'55 .. ., ., . . .. :. . 330 . ~ _ , ..,.. . ,.. . ~ SE . 100TH AVE ~:: ' -. _ , ., . , ^~_~~ ~ ~~ . ._ 30 N N,. N m, , <^ N , ~ ..~ ~ ~n l0 - N.N. 10:0,; N m...... i N.._.., .. .m m` ,. _ N n N ~ .<. p ,. QI N .... ~ N .-^ ~ n;m N n ;.10 N Q .. 0^ V RI 'n'. N ~ .. N N .< ~ 01, :- Ipll N ~ r m ~ Q :O ~ m ~ 325 an n ..., m:m' ~ n ;m m m.n m'm nm mTm' m m, m m..... m O n m m o ~ m m . , m.m.. o o N N , ... ~ m ...,m m, , , .~:m m~ m m;.. , . - m'm m m . . ,... .m,m...... m ° , _;g m _ .... .,m m ;.... 2 c . m 5 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 '. HORZ -1" = 50' VERT. -1" = 5' SCAIE: 1-=50 FEET 0 25 50 100 RHASEI lu 4 I I/N RIF WM WATER FITTING TABLE TYPE 5TATION OFFSET M15C. FIRE HYDRANT ASSEMBLY # 18 2+23.7 22' LT FL = 339.37 8' TEE, FL 2+38.7 5.5' LT THRUST BLOCYJNG 3-8"GATE VALVE. Flx Ml AIR RELEASE VALVE ASSEMBLY 2+50 5.5' LT PLACE ASSEMBLY IN PIANTER STPJP FIRE HYDRANT ASSEMBLY N 19 4+59 22' LT FL = 341.25 8°IEE, FL 4+98 5.5'LT THRUST B.OCYJNG 3-8' GATE VALVE, fL x MJ 8° TEE, FL 7+54.87 5.5' LT THRUST BLOCKING 3-8" GATE VALVE. FL x MJ FIRE HYDRANT ASSEMBLY #21 7+76.5 22' LT FL = 340.20 WATER METER SCHEDULE NOTE: 'OFFSET TO CENTER OF METER BOX " OFFSET TO FRONT OF METER BOX LOT # STATION OFFSET' TYPE 84-85 8+29 21' LT. DOUBLE 86-87 7+49 21' LT. DOUBLE 88 6+81 21' LT. SINGLE 89-144 6+ 17 21' LT. DOUBLE 142-143 5+37 21'LT. DOUBLE 140-141 4+47 21'LT. DOUBLE 138-139 3+67 21'LT. DOUBLE 136 137 2+87 21 LT DOUBLE 134 135 2+07 21 LT DOUBLE 133 I +20 22.5' LT SINGLE NOTES: AS-BUILT I . SEE SHT. N0. G2 FOR GENERAL NOTES. O / / 07 2. SEE SHT. N0. G-3 FOR HOPJZDNTAL IAYOUi, 4 3. SEE StTF Nn w.n Fnx wnTre u~Tes nun wnTVa sFevirc vei nT LOCATIONS 4. BOTH WATER MAIN LING AND SERVICE UNES SHALL 8E A MINMUM OF 18"ABOVE SEACR LINES. 5. WATER SERVICE STUBS SHALL BE E%TENDED ONE FOOT BEYOND JOINT TRENCH EASEMENT FORALL LOTS. 6. ALL WATER PIPE SHALL BE PVC 0900, 7. ALL UTWtt CROSSINGS WITH LE55 THAN MINIMUM CLEARANCE, TYPICALLY 18'. SHALL ttAWE 5AN0 CUSHION INSTALLED BETWEEN PIPES. HORIZONTAL CONTROL: WASHINGTON STATE FlANE COORDINATE SYSTEM t THURSTON COUNtt HIGH i VERTICAL DATUM PRECISION NEfWORY. i NGVD 29 PER THUPSTON COUNTY HIGH PRECISION Nt7VJORK CONTROL POINT N0.837 ELEVATION 349.235 DESlcweuaD ROADWAY AND UTILITY IMPROVEMENTS ,aB~,UM6ER: 04104 DATE B REVISIONS CALL UNDERGROUND LOCATE TWO DRAWING N0 ava•TRANSPORTaTION PLANNING•SURVEYING Q /~ TAHOMA TERRA DIVISION ' ~ 8c2 ~ otsmxED~' RH 1a31 Y NA.TWT DESCPJPr1DN REVISEDPERCITYCOMMENTSDATEDIa24105 WATER SYSTEM WORKING DAYS BEFORE YOU DIG . ' ~ ow,vna ar: NA. DGB 1119 NA 1Wf RfVISEDPERCINGOMMENTSDATEDIIIB/05 1 800 424 5555 ~ ~~ r. ~ 4200 6th Avrnue. Ste. 301 LaceY. Washington 98503 1360)493-6002 YELM,WASNNGTON 2 cnecnEO sv: SLC I x2006 5/2007 . DPC DPC ASBUILTS REVISED PER CITY COMMENT54II7I07 IMPROVEMENTS - . . APPROVED roRwusrRUCnoe W.9 I~~ , 360 493 2476 f SEC. 24, T17N, RIE DATE 512007 EY: DAR: Consulting Group 1 ) - ax A MASTER PLANNED COMMUNITY BY : ' OPIELOPMENT RNIEW ENGINEER TANOMATERRA,LLC m So"`' I = sa loom AVE. SE sTATDNSO+oo.ooTOS+14.45 APPROVAIExnRES. SNEET450F73 TAHOMA CT. COLE CT. TERRA CT. SEE SHEEP W-I3 SEE SHEET W-13 SEE SHEET W-13 100TH AVE. SE z SEE SHEET W-8 ...........I_. .. ~: ' 162 183 184 165 168 167 188 169 ~ 77 76 75 74 73 72 71 70 89 68 ~C aI ~~ ~' ' 157 i I ' - I I A m A ~ "~1 - ~ E ~I R-18 - mm 27 28 \ R~18 ~+AI 1C I ':; 16 _ _ - _ ~ _ _ , D' :_... •Er -i+0. , , _, .-._.2 p m'~' ~~~ X00 I - ., . 4+00---'--_ ~'-5+130-1-- °- `° -+'-6'f'B - --- ~7+00- :_. ~ B+OO.....:,y ~,-9-P . ~. Is S: ~~ " ' { ra { ,. ..,, ,., ..,. ., ,.. , .-.r... .... ,...,, I --- - ~m ~ - - a '-- --.-7 - I ..-- -f~ I - -- -- -- --- ~1~ ~, tl i _ _ _ _ m } R-18 ~ ~ d i 'I I 132 + I© ..._1 _ ~ ~ o . r o I 156 155 154 153 152 151 -150 149 148 147 148 145 78 79 ~ $~ 81 82 83 ;I ~+ I 131 56' PJW-{ 30.5' --- 25.5' m 56!RN'-~ 25.5' ~----•1-30.5' 99TH WAY SE . .. . _ _ .. _ - - -. ~ I ' : -~- - ~- I G ml o _ -..I__ _ . . . 1 .. _ : .., ._ .. _ i ~ .. ml 350 1I <18 Om N~,'~ _ _ _ - _._ _- . .' - Nlm <Ig N N m .NI+ m _ .-...~_ ----'- - ~ _--'-. ~-__ -., -, _- -,_,_. ~_.:._ -.. N{.1.. 01_1. . _ . _ > . _ Ala 45 41m o'~ _ ~~ ~$ ~~ I _ r ~ . .... .. . w . of .. 107 ~I 3 p w w ~ - __ - -._ _ o ~~ _ 340 _ I ; ... _ _ __ - - .. --. .. _1 _ _:.. _ . . _. - .. 335 mUT._ - 12•SD ~Irs~ ~ ,. ~ - pF2'Sp ..-. ~ ....... . .... ~ ,.... ~ ~...... 330 .. - W° ~ ~ .- _ 99T-H WAY SE ~ - -' _ - _ .2 55 .. O ~ :_ W ... ~ ~ mo _ ... ~ n ..-nR jH m ._nm _ N d n~'~-[` hl m -m11~. N ~ -.., mW.-. n Om.. ~. ~ ~ ' ~ m ~ ~ ~ N m4 mn ._ m .. ip ,ON ~ 'm 01 ~ 100 P ©~. a~.... .. ap ~O CO 325 m~ ... mV .. an mm. _.. mn :_.mm ;mm ;. _.mm r;m m'm :mm mlm ~~ mm.. mo ma....:. no mm w ma--'.. ma ._=.mm 'nm ..-mm m mm _ m .n m;m ~ m ,B~m mm, mm.-.. ~ o .,. ma :. m ma :.. ... .. ~ a . ma .. m m m!m m:m m,m m m m m m m m m m m m :m ., m m.,, mml mm mm mm mm 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 IS 50 I 51 51 z5~ HORZ. -1" = 50' VERT. - t" = 5' LOCATIONS SCALE: 1'=50 FEET D 25 50 100 27 28 ' PHASEI ! PHFSC. ~ room AVe.sEg ~, ~`u ...u`u ( `u ` 5lREp~ Sf KEl' MAP u.rs. 9EC.24, T17N, RIE, W.M WATER FITTING TABLE TYPE STATION OFF5Ei MISC. AIR RELEASE VALVE ASSEMBLY 3+OS 5.5' lT PLACE ASSEMBLY IN PLANTER STRP FIRE HYDRAM DSSEMBLY >t23 4+68.5 22' LT FL = 337.74 WATER METER SCHEDULE LOT ~! STATION OFFSET' TYPE 156 I + I I.5 22.5' RT. SINGLE 154- 155 I +98.5 2 I' RT. DOUBLE 152-153 2+78.5 21'RT. DOUBLE 150-151 3+58.5 21'RT. DOUBLE 148- 149 4+38.5 2 I' RT. DOUBLE 146-147 5+28.5 2 I' RT. DOUBLE 78-145 6+08.5 21'RT. DOUBLE 79 6+73.5 22.5' RT. SINGLE 80-81 7+40.5 2 I' RT. DOUBLE 82-83 8+20.5 2 I' RT. DOUBLE 68 8+66 21' LL SINGLE 69-70 7+90.5 2 I' LL DOUBLE 71-72 7+ 10.5 2 I' LT. DOUBLE 73-74 6+42.5 21' LT. DOUBLE 75-76 5+68.5 2 I' LT. DOUBLE 77 4+91.5 1 T LT. SINGLE 169 4+61.5 1 T LT. SINGLE 167-168 3+84.5 2 I' LT. DOUBLE 165- 166 2+94.5 2 I' LT. DOUBLE 163-164 2+04.5 21'LT. DOUBLE 157-162 I +27.5 15.5' LT. SINGLE NOTE: 'OFFSET TO CENTER OF METER BOX " OFFSET TO FRONT OF METER BOX NOTES: AS-BUILT I SEE ShiT. N0. G-2 FOR GENERAL NOTES. O / / O~ 2. SEE SHr. N0. G3 FOR HORIZONTAL UYOUr. F 3 SEE 5NT un w.n Pnz wATFZ unTFS Aun wA'rFx SPZVirP vni nr 4. BOTH WATER MAIN LINES AND SERVICE LINES SHALL BE A MINIMUM OF i8' ABOVE SEWER LINES. 5. WATER SERVICE STUBS SHALL BE EXTENDED ONE FOOT BEYOND JOINT TRENCH EASEMENL fOR ALL LOTS. 6. ALL WATER PIPE SHALL BE PVC C900. 7. ALL UTILITY CROSSINGS WITH LESS THAN MINIMUM CLEARANCE. TYPICALLY 18°. SHALL HAWS SAND CUSHION INSTALLED BE1N/EEN PIPES. HORIZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE 9Y5TEM 6 THURSTON COUNTY HIGH VERTICAL DANM PRECISION NETWORA NGVD 29 PERTHURSTON COUNTY HIGH PRECISION Nt7WDRK CON7ROL POINT NO. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS J06NDM6ER. o41oa REV1s1oNS CALL UNDERGROUND LOCATE TWO DESIGweuaD RH ~ DE510N®Dr DATE BY DESCRIPTION D~awING No. GIVIL•TRANBPORTATION PLANNING•SURVEYING TAHOMA TERRA DIVISION -1 St2 ~ : 1x31 NA.TNf REVISeDPERCmcoMMENTSOnreD lotz4ro5 WATER SYSTEM WORKING DAYS BEFORE YOU DIG I YELM WA5t11NGTON DRAwu ar: NA. DGB 1119 NA.TN( REVISED PERCItt COMMENTS DATED 1118105 ,~-80~-4Z4-5555 42006[h Avenue, Ste. 301 ' , T cnrcxcD er: SLC 10/2006 DPC ASBUIlTS IMPROVEMENTS APPROVED EDR LONSTRUCIIDN W-10 1 ~ lacq. N ashing[on 98503 (3601 4 9 3-600 2 ~ RIE SEC 24 T7N ~ 512007 DPC REVISED PER Cltt COMMENTS 4112107 ~~ (360)493-2476 Fax ~~, . . , A A ~ 51X07 Dnrz: eY: DAm DEVftOP~ RNr RtVRW ENGINEER Consulfin Grou 9 P M STER PLANNED COMMUNITY BY ecnu:: I ° = 50 99TH wAY BE , 46 F73 TANOMATERRA,LLC m srATloNSa+oo.GOTO9+os,91 APPRDVALEMNRES: SNEET 0 ~ 99TH WAY STA. 0+00.00 fE TERRA VIEW STREET STA. 4+96,67 TERRA VIEW SEE SHEET W-6 U ~ 99Th WAY STA. 9+05.91 ~ TERRA GLENN STREET STA. 22+37,42 TERRA GLENN TERRA VIEW IRPJGATION METER-0OUBLE CHECK U SEE SHEET W-6 VALVE ASSEMBLY PER DETAIL 6-16 SHf W-4 p y ~r q (} q~g[~ qpp o~ q p p qp F 3~U !)~' )~~° ~7PV S~U SII+"D iUU 3~i ~;'J~ ~V SG?~ 7 ~' ~ o ) ! m h ~ ~ I O u+ ~~A ~~~ _ - _30 -6 I m - - FHNi .- - H ~ _. ~. _,_i ! ' I ,~ l ~ ~ - - - - _ ~1= _ ~ - ~- -~ ~„ ._ro :..~ N Il r'. ^ AaF R 17 ~„t 56 RN/- 25.5' r ~ 99TR AVENUE STA. 8+80.03 II/l ~ TERRA GLENN STREET STA. 19+86,40 TERRA GLENN SEE SHEET W-8 ~f'i 3 2 1 t7 4~ 4 47. ~ ©I ---- -_~_. --. r~'D'.~-~ --~---~ -_,W ~~E r I r ' _ , i r r I N ~ -- _ - -~ - : = : ~- -~ ~ - --~ -- -- ~ I LJ - „ D„ ~~ I ~~~ I ~~~ I ~~~ I I=1 I~ I I~ I~ I~ I I I~ I~ CL 99TH AVENUE STA. 0+00.00 99TH AVE. SE CE TERRA VIEW STREET STA, 7+60.73 13 - 14 • - I - _..---E~ i~ pl - ~~~l D ~ 1 R-17 I ~I r I C ~~~ .', I ,~ 56' R,W -I 25.5' 130.5' . ° _. t I __ I , ~ b . h ,. __. e - -. y P._.-.. n N~ _ SIC) n Nn~ 355 alo mm i~{$ ~m. 355 ~p ~lu m Ilw .. ' a ., LLl} 2Pj I Y'k. mS, 'iN w;g . ~ ~ g~iF. > ~ 350 ~Im m~ old 0 o_ '. 0 350 345 ~ -~'~. ° 345 1 340 l ' ,_ __ - -- -- ,_ . ~ ` 340 i. _ . ~ ~ ~ ~ z~ 335 ; ~ - i f ~o 35 -, i m I I ....° 9 ® ' ° ~ ®.. ° 31 ' 330 z~'ss I I .. ... I . r I 99TH AVE. SE . 330 °N N. -~a ,m1N vW ; m $° mlm, r m c I m 0 nm .. o_ im4p nv ' ~ N^ ::n.~ m'.m am ~;. N -: m n N o :u,n ~m Nm a N mo m v~ : m!N - m~ -~ vim m ^. m m~ o~ ~~ 325 m w n~ Im~ m,m..., , 1D'0" ~ m m m< .~ ° m.m n m m m nim ,m m r;im ....,m,m n m ar,m n m n m m m m m: ~ mrm. •m m, m o m,E~ m o m v o= ,s.v.. ., p .~ N a m.m ~.v .p u. m U Q.a 325 m: im m m m m m tm =m~ m_ m m Im m mlm Im ;m 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 HORZ. • 1" = 50' VERT. • 1" = 5' GNg5E2 OG SCALE: 1'=50 FEET o z5®o KEY MAP N.i.S. BEC.24. T17N. RI E.W WATER FITTING TABLE 29 30 31 TYPE STATION OFFSET MISC. 8' 22 Il2° 8EN0, FL 0+32.5 4.6' LT THRUST BLOCYJNG AIR RELEASE VALVE ASSEMBLY 2+20.59 5.5' LT PIACE ASSEMBLY IN PLANTER STR1P FIRE HYDRANT ASSEMBLY #24 4+35.7 26' LT FL = 338.24 WATER METER SCHEDULE NOTE, 'OFFSET TO CENTER OF METER BOX "OFFSET TO FRONT OF METER BOX LOT # STATION OFFSET' 1YPE 177 1+02 22.5'RT. SINGLE 175-176 I +79 2 I' RT. DOUBLE 173-174 2+67 21'RT. DOUBLE 171-172 3+59 21'RT. DOUBLE 170 4+36 1 T RT. SINGLE 58 4+67 22.5' RT. SINGLE 59-60 5+43 2 I' RT. DOUBI~ 61-62 6+ 17 21' RT. DOUBLE 63-64 6+85 21' RT. DOUBLE 65-66 7+65 21' RT. DOUBLE 67 8+34 15' RT. SINGLE 47-48 8+04 2 I' LT. DOUBLE 49-50 7+14 21'LT. DOUBLE 5 I -52 6+24 21' LT. DOUBLP 53-54 5+50 21' LT. DOUBLE 55-56 4+82 21' LT. DOUBLE 57-184 3+74 2 I' LT. DOUBLE 182-183 2+74 21'LT. DOUBLE 180-181 2+06 21'LT. DOUBLE 178-179 I +38 2 I' LT. DOUBLE NOTES: AS-BUILT L SEE SHT. N0. G2 FOR GENERAL NOTES. O~/o~ 2. SEE SHT. N0. G-3 FOR HORIZOMAL LAYOU(. 3. SEE SFff, N0. W-0 FOR WATER NOTES AND WATER SERVICE VAULT LaATIONs 4. BOTH WATER MAIN UNES AND SERVICE LINES SFIALL BE A MINIMUM OF 18"ABOVE SEWER LINES. 5. WATER SERVICE STUBS SHALL BE IXTENDED ONE FOOT BEYOND JOIM TRENCH EASEMENT FOR ALL LOTS. 6. ALL WATER PIPE SHALL BE PVC C900 7. ALL UTILITY CROSSINGS WITH 1E55 THAN MINIMUM CLEARANCE. M'ICALLY 18". SHALL HAWS SAND CUSHION INSTALLED BETWEEN PIPES. HOWZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM d THURSTON COUMY HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PERTHURSTON COUNTY HIGH PRECISION NENlORK CONTROL POIM N0.837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oeuoMeER o4io4 REV151GNS CALL UNDERGROUND LOCATE TWO DESIGNIBUILD RH DATE BY DESCRIPTION DRAWING NO. CIVIL•TRAN5PORTATION TAHOMA TERRA DIVISION -1&2 ~ OESIGNEDBY 10,31 NATO REVISED PERGITYGOMMENTSDATED ID)24,G5 WATER SYSTEM WORKING DAYS BEfOREYOU DIG I PLANNING•SURVEYING YELM WASt11NGTON oRAwri Br: NA. DGB III9 NA,TWT REVISED PERCItt COMMENTS DATED II)8/05 1-800.424.5555 4200 6th Avenue. Ste, 301 , 2 cnecuo er~. SLC IOI2006 DPC ASBDILTS IMPROVEMENTS APFROVE~FGRC~N51RIlC'110N W-11 ~ ~ Lacey. Washington 98503 ~ 5!2007 DPC REVISED PER Cltt COMMENTS 4112107 (360) 493-6002 LI/~~~1 2476 Fad (3607 493 SEC. 24, T 7N, R E tA' onTE: 5/2007 ew. onre~. oe+etoPmENr uviEw euuuEeR - Consulting Group A MASTER PLANNED COMMUNITY BY r = 5a SGAt 99TH AVE. SE StiEET470F73 TAh10MATERRA.LLC m i sTATlowso+oaooTOe+ao,o3 AFPROVn~txPIRES, CU BERRY VALtEI' DR1VE STA. 0+00.00 END OF CON5TRUCTION LIMITS EXISTING PROPERTY LINE ~ BERRY VALLEY DRIVE STA. 0+68.26 Ct COMMERCIAL DRIVEWAY STA. 0+00.00 \ ~ INSTALL TYPE III BARRICADE ~ ~ PER DETAIL 4-5.9. 5EE SHEETR 14 ~pp.~ '4.~ CO's! ~29~ ~fih~nC~B 9 C O~jVF ''; i- ~. m C° BERRY VALLEY DR. SE TERRA VIEW STREET SE SEE SPIFFY W-7 25.5' 30.5' BIO-RETENTION 56'~ I I i i~ I ~ ....... r . ;~ I Cf2 s R_17j .~ ~I 10 ~ I OA I I I ~ I I SCALE: 1'=5D fEET 0 25® D 9 ur^,,. e~w. G /'~ - cT / y 99TM;'AVE 9E G ~ ~'~.PHASE7 m ~, a9miwnr9e ~ PHASE2 I ~ ~ Iwm AVE.ise ~ a srREer se KEY MAP SEC.24. T17N, RIE. W.M ... ! ','2 WATER FITTING TABLE '` a '~ O I .'IN ., Q.-.- L;, 41 36 r ~ COLE LANE STA. 2+ 10.00 ~ TAHOMA BOULEVARD STA. 3+82.00 TAHOMA BOULEVARD SEE SHEH W-'I I 45'--45'----yy q ~ ~9b RAN--I 1)' I ~ 'I I I r ~ a ~~. I il.... - M N ,I j I I i 0 CARLY LANE i A .~~ „~ +R-15 37 ~ ~~+ I ;, 38 W~ :1 + ~ .La 0 39A EXISTING PROPERTY LINE 39B 41 fL CARLY LANE STA. 0+00.00 CL TERRA VIEW STREET STA. T5+08.69 350 _ ,.. Q,I . ... 350 _ of ul 345 ° ~~ NIA "" 345 o i ~ hm ro- ~I+ ro ~ l mm- m a>< I1 S 11 X11 >> m il ¢I II u ? ~ d~ ~ F oIN ~ ~ w.. 340 S °m~? . d alo d o~i 340 f - ~L -= 335 ___ __ 3n 335 ... 12'SDQ No o J - .~12 5C ~ '..-~ . i 72 LF 10° WM m ~ 2B8 LF 10"M` ®® :._ ~ 330 ® I a~~ ' 330 T BERRY VALLEY DR. SE ~~'- O ~. .. 0.?_. r ~ m ~ r ~ ~.~ . . mm. 07`n 325 " m~ m mN m mN m~ cE~ '.mr m m m ~ mn m .... m~ ~ 325 m m m. : m. 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 ~~ `\ ~\~ ~~\ HORZ.-1"=50' VERY.-1"=5' I 355 ,.. ~ ~ . ~ i ..... ,....i..... ~ 355 '~^ Q~I - .. m ILO 1350 ~g NM ~Io Nm 350 NI+O my pIH. aIN ~D_ m ~~d S II m ' i l l m PT.. II '1 .. IN ~l wow' ' ~ ~ ~'tl7 l w~ 345 o o_ ~m m~ _~ _~_ _~- Sa o tiW ~~ w_,. 345 340 ~ ~.'~ _ ~--- __ . - 340 e _. ~p ~12 SD ..:. ro .. ~ 335 _ 3~ CARLY LANE z~ss BIZ l~` ®j 335 L .. ~ ~N '.N ~~ 'N N! ~~ mo l, m~ .. . 330 `p m mjm mlm o m; ~'m 330 0+00 0+50 I+00 1+50 2+00 HORZ. • 1" = 50' VERY. -1" = 5' TYPE STATION OFFSET MISC. I O' TEE 0+62 5.5' RT THRUST BLOCKING 3-10" GATE VALVES FIRE HYDRANT ASSEMBLY k25 0+91 21' LT FL= 336.26 10 X 6"TEE 2+23 5.5' LT THRUST BLOCKING I-6"GATE VALVE I D" CAP AND TEMP. B'0 0+00 5.5' LT Id'CAP AND TEMP B'0 0+62 Sd RT 8"CAP AND TEMP BIO 3+80 40' RT NOTES: . 5EE SHi. N0. G-2 FOR GENERAL NOTES. 2. 5EE SPIT. N0. G-3 FOR HORIZONTAL UYOUT. ~ AS-BUILT 3. SEE StR. N0, W-0 FOR WATER NOTES AND WATER SERVICE VAULT 04 / 0 7 LocATIONs 4. BOT}1 WATER MAIN LINE50.ND SERVICE LINE55ttALl BEA MINIMUM OF 18" ABOVE SEWER ONES. 5. WATER SERVICE STUBS SHALL BE EXTENDED ONE FOOT BEYOND JOIM TRENCH EASEMENT FOR ALL LOTS. 6. ALL WATER PIPE SHALL BE PVC 0900. 7. ALL UTILITY CR0551NG5 WITH LESS THAN MINIMUM CLEARANCE. TYPICALLY 18', SHALL HAWS SAND CUSHION INSTALlEO BETWEEN PIPES, 8. TRACTS A. 8, C. D, 4 E BACKFLOW P55EMBLIES. REQUIRED TYPE OF ASSEMBLIES WILL BE DETERMINED BY USE AND DEGP,EE OF HAZARD, HoR~zoINrAL coNrROL _ WASFIINGTON STATE PLANE COORDINATE SYSTEM 6 THURSTON COUNtt HIGH VERTICAL DATUM PRECISION NERNORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0.837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~aB"°nneER 04104 REVISIONS CALL UND RGROUND C T DrslGwBUaD ~' °~""E°ar` ~" DATE BY DESCRIPTION E A LO E TWO DRAWING NO. GIVIL•TRANSPOR(ATIGN PIANNINGSURVEYING TAHOMA TERRA DIVISION -1 &2 ~ IOI31 NA,NJf P.EVISED PER CITY COMMENTS DATED 10/24105 WATER SYSTEM WORKING DAYS BEFORE YOU DIG ' I WASt11NGTON YELM °PawN aY NA, DGB I I l9 NA.T1Nf REVISED PER CITY COMMENTS DATED 1118/05 1-aoo-aza-x555 - 42006thAvenue,5te,301 , Z cnecrtoer; 5LC O/ZOO6 DPC ASBULTS IMPROVEMENTS APPROVED FOR CONSTRUCTION W-12 Lacey. Washlnyton 95543 1 ~ (360) 493-6002 ~ S T 17 IE ~ 5!2007 DPC REVISED PER CITY COMMEN75 4112107 ~~ (360)493-2476 Fax ~~~ N, R EC. 24, A AST tP 52007 °Are: er: °aTe: nrt Consultin Grou 9 P M ER PLANNED COMMUNITY BY scn¢ I"= 50' BERRY VALLEY DR. 5E 4 COIF LANE °tvetoPUe RVlev aac",Ftx 48 73 TAhiOMA TERP.A, LLC m STATIONS 0+00.00 TO 3+76.09 d STATION5 0+00.00 TO 2+ 10.00 APPROVAi xPlre~s: SHEET OF CL BERRY VALIfY DRIVE 5TA. 3+65.58 CL TAHOMA BOULEVARD STA. 12+ 10.12 TAHOMA BOULEV RD SEE SHEET W-2 45'--45 ~9d RAN R ~ '.~ S I 4~ I ~ ..,) hhhhhh _ - ,! ~~~ ~ .'I rc o-* B R 15 TI. 1 WATER METER SCHEDULE WATER METER SCHEDULE WATER METER SCHEDULE TAt10MA CT. COLE CT. TERRA CT. LOT # STATION OFFSET" TYPE I14-I I5 0+89.5 21'RT. DOUBLE 116-I 17 0+23.5 21'RT. DOUBLE 118 -0+9.0 T RT, SINGLE 119 -0+9.0 T LT. SINGLE 120-121 0+2 L5 2 I' LT. DOUBLE 122-123 0+89.5 21'LT. DOUBLE NOTE: 'OFFSET TO CENTER OF METER BOX " OFFSET TO FRONT OF METER BOX LOT # STATION OFFSET TYPE 102- 103 I +07 21,0' RT. DOUBLE 104-105 0+27.5 31'RL DOUBLE 106-107 -0+32 26.5' RT. DOUBLE 108-109 -0+32 28.5`LL DOUBLE I10-III 0+27.5 31'LT. DOUBLE 112-113 1+07.5 21.0'LT. DOUBLE NOTE: `OFFSET TO CENTER OF METER BOX " OFFSET TO FRONT OF METER BOX ///~~~ ~ TAHOMA CT, 5T0. I +70.00 / CL 100TH AVENUE STA. 2+33.19 CL CARLY CT. STA. I +87.83 ~ CL I OOTN AVENUE STA. 4+92.45 CL TANOMA CT. STA, 0+00.00 / 100TH AVENUE SE ~ CL COLE CT. STA. 0+00. 00 100TH AVENUE SE LONGMIRE ST SE SEE SHEET W-9 SEE SNEEf W-9 SEE SHEEP W-5 ,..~ N Ys3 ~ ~ 'II ~ ..x ..n ~ l oT~ 'F ~ I: I* l ~ ..a CA: tai I I ~ ~ I ~ ~ ° ~ v II ~' Y I r ~ I rsp h I I (~ ~. ' ~ F rr "N' a s al I I I~ ~ rl J I I j :''g CTS I ~ __ --sa , *---- ~ I I ~ ; 2 . ~ ._ ~`~ R~6 ~~ F1 ~; ~ O , d ~ ; ~ I ; S~ I ~ . ,. „ , .. v. ~~ ~ ~ 33 .,. R l6 ~ I .N ~ N v . I r N _o o . I .s ,.~ ..a ~ ..a p OI I '",~ . R-I7 ~ s I ~ ~ I I I ~~ I ~ ~ 'J ~ tJ1 . , CTS ~ ..a, F, ~ I ` ..~. ~ C7`1 -% C CJ t I 1 7 .~ ~ ' r I' TAHOMA CT. 30.5' S6 ~-25.5' COLE CT. rn S6'R~ 30.5' 25.5' & .. L +Ig 350 8 ~"'~ om i al° $m -. ° 350 o m ' m - . ~+ ` ~.... m ' ~ >lii II o . ~ N >>, wwe . ° ~ ~ al~ IU1. .... ~>. w Rf .. 345 w ~~ ~° " ~ I io~ ~'~ 345 m e I ... W 340 . i _. . .,-.. 340 . zd ~ w ,.._ ~ ~ m~ plrsD 335 . - 335 I _. _... ...... - ] ;. 2.1 330 TAHOMA CT, z ss 330 ° N ,"nloo .. =L~ ~~m 325 moo mlm. m]g m m mom' ., mim mlm ;- mlm , .... 325 0+00 0+50 I+00 1+50 2+50 HORZ.-1"=50' VERT.-1"=5' ° ..:. ..... NI 71 $l 1 m +m , 350 8 ~N I; `Qlm oN. 350 ' ' < u I II ~Lil o g 345 ° m ~ alo o;~ 345 ~ 340 ~ ~ _ 340 ~o m[ ° ..... .... . ® ... 12'SC _.. _ © 335 I ~ ` 335 _ m ~ I . ', 2'S5'~ .. --. 330 _ COLE CT. ,; 330 ~~ :. m g Q n ~ O U) a ~ ~ ... .... 325 m m m m Q o m m,~ 325 0+00 0+50 I+00 1+50 2+00 HORZ. -1" = 50' VERT. -1" = 5' LOT# STATION OFFSET TYPE 90-91 1+07 21'RT. DOUBLE 92-93 0+26.5 3 I' RT. DOUBLE 94-95 -0+32 26,5' RT. DOUBLE 96-97 -0+30.5 28' LT. DOUBLE 98-99 0+27 31.5' LT. DOUBLE 100-101 1 +07.5 2 I' LT. DOUBLE NOTE: 'OFFSET TO CENTER OF METER BOX " OFFSET TO FRONT OF METER BOX ~ TERRA Ci. STA. 0+00.00 ~ ~ _°I I ~~ I I I C`D ~ ,.a f I' -~ 1 '`',., ~ ~ I ~ 1 ° ~B ~~ ~nTi~gp I b~ I. ~1~ ~ R-I7` ~ - I I O CO C~ it I I I TERRA CT. 100TH AVENUE SE SEE SHEEP W-9 PXASEI m~„' SCALE: 1'=50 FEET 0 25 50 100 KEY MAP drs. BEC.2a. TI7 TERRA CT, STk. I +87.75 100TH AVENUE STA. 7+48.45 WATER FITTING TABLE RAHOMA CT) TYPE STATION ~ ~ OFFSET MISC. 32 BLOW-OFF PSSEMBLY .0+04 Id RT WATER FITTING TABLE (COLE CT) 33 34 WATER FITTING TABLE (TERRA CT) 35 35B TYPE STATION OFFSET MI50 BLOW-OFF ABSEMBLY -0+42.5 I0' Rf FIRE tttDRANT ASSEMBLY 420 0+35 25.5' RT FL = 342.38 TYPE STATION OFFSET MISC. FIRE HYDRANT ASSEMBLY k22 0+35 25.5' RT. FL = 341. I I a cAP -o+ao I 81 vl~ 350 gf a °`° - ~in m ~ >~ NN "' ~ 350 lma I~ ~ ~m Q ~.! > _ ~(d H u~ >> d dW FIN ~ ~W.... ` 345 m S~ lo .... clw off w.. .... 345 340 '. _~. _. ` ' 340 ~~ ~ 0 ' -m _.. .; .t . ...... . 12'c~o .... .... 335 ®~°" 3p " _. ._ ~ 335 ~._ z 2 55_I~ 330 ° TERRA CT: 330 ~ tD .-~ n Q m Q n "n N t` 325 ,~ m ~ m m m m.v 325 0+00 0+50 I+00 1+50 2+00 HORZ, -1" = 50' VERT, -1" = 5' NOTES: . SEE 51-fT. N0. G2 FORGENERAL NOT`5. 2. SEE SHT, N0. G3 FOR HORIZONTAL LAYOUT. 3. SEE SHT. N0. W-0 FOR WATER NOTES AND WATER SERVICE VAULT LocnnoNs A. BOTH WATER MAIN UNEB AND SERVICE LINES SHALL BE A MINIMUM OF 18'A80VE 5EWERtINES. 5. WATERBERVICE STUBS SHALL BE EXTENDED-0NE F00T BEYOND JOINT TRENCH EASEMENT FORALI LOTS. 6. ALL WATER PIPE SHALL BE PVC C900. 7. ALL UTILITY CROSSINGS WITH LE55 THAN MWIMUM CLFAPUiNCE. TYPICALLY 18', SNALL }1AWE SAND CUSHION INSTAUED BETWEEN PIPES. AS-BUILT 04/0 HORIZONTAL CONTROL WASHINGTON STATE PLANE COORDINATE SYSTEM a THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NEN/ORK NGVD 29 PERTHURSTON COUNTY HIGH PRECISION NEMIORK CONTROL POINT N0, 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,aBNUMBER: oaloa REVISIONS CALL UNDERGROUND LOCATE TWO DESIGwsuILD ~ oesl~Neo aY RN DATE BY DESCRIPTION ~ DRAWING N0. GIVIL•TRANSPORTATIdN TAHOMA TERRA DIVISION -1 &2 ~ IOI31 NA.TWT REVIBEDPERGITYCOMMENTSDATED Id,2al05 WATER SYSTEM WORKING DAYS BEFORE YOU DIG I PIANNING•SURVEYING YELM WASNINGTON oRAwN er. NA. DGB 1119 NA.TWT REVISED PEP.CItt COMMENTS DATED 1118105 1-800424.5555 4200 6th Avenue. Ste. 301 , 1J, ~,' enecxto er. SLC 1012006 DPG ASBDILTS IMPROVEMENTS APPROVED FOR CON51'RUCtION W-13 F ~ Lacey. Washington 98503 ~ 512007 DPC REVISED PER Cltt COMMEMS 4112107 (360)493-6002 ~, ~', (360) 493-2476 FaK SEC. 24. T17N, RIE t ~' 91PC07 °ATE~ TAHOMA CT. 8 CARLY Cf. e TERRA CT. ev: oATe oEVaoPMeNr Rtvlew ENCwEER Consul6ngGroup A MASTER PLANNED COMMUNITY BY I"=5d su"' STATION50+00.OOTOI+70.0085TATION50+OO.ODT01+87.83 SHEET490F73 TAIIOMA TERRA, IlC m e srATOUS o+oo.co To I+a7.7s aPrROVatFxPIR; - - SIIRNR SAOIXE Rd1AC L075 OR ROCRNEU. JI3 YE7ER 14 I' FOTD GSP A]INi ~' CORPLNAIIQN 970' IiPE i ~ 1• P1ASnc uxE (1ASE zcD~ OR7 PMLIAB OR19:0 PIPE 3100 APPROVED AIEIER BDY DD - &IDSiAlE6 BCF-1118 W/ f,5' XGf FOR ipAYl READ BOX- wYOB1A/E8 Bff-1{168 YR PRE REPROVED EOVAL 14' PIXfETX1IENE PIFEf IIETFRJ CI¢IX YALW 1A IJO' 1% SLOPE TO BOX 70 CENTER aF 80% CURB • / ~ IY 1+ wuct WBI1wtF0 COPPER 1[W4V0 NIKE MRAPPED ARWNO iNE PIPE (SEE GDlWAL LADIES NQ 7)-~ FORD BBI-~4~M~-CG-yG~Po~PP' rs+yl Juror Br IP mRFADS + ~ t' YALE ADAPTER S/{' X I' X 11' BELL REWCER. 1'x r FDR7 mre AXNT CORPORAROV SLOP I1PE fB 1101 SERNFS 54001E I. Si~ SIIEFII. AlSER75 REWIRED fCR ALL PAOf JdlriB AND CRP. 2. ALL SFRNCE S/DD1E8 9GLL AXO f1771NG5 91YE NAM' Y'. DWFAOS Iz' wEa vavE AND uww NUi AND SWt4 FDR CONNECTING 1' dPoN RPE fR EPJAL 5/8" SINGLE METER SERVICE MNRA® ON¢I4 PUBLIC MOANS ORECRR DATE 6-~ Ol$ 0!l 07). OA1E Fs _,EC sc 5/2005 p REBAR TO MEET ,, yr n I BROOK SERIES 36 CONCRETE ASTY A615 GRADE "P 60 FY=6000P51 r ~i COMMERCIAL CONCRETE ':j 3' PAD-8' 3'x4' Tr- (IF OUTSIDE PAYED ROADWAY) <T PAVEMENT n I.5' 'I 5-0'~ y ~°1S'~, 6' MIN. METER BO% [t TRNC FLOW 290 UFLOW TF290 WATER CONNECTgN HYDRANT OR APPROVED EQUAL VALVE BOl( 42' MIN. COVER WITH COVER SEE NOTE 1. 2" OIA. BRASS 5'-O° WCIILL 36' MIN. COMMERCIAL CONCRETE IRON PIPE THRUST ALOCK 2" THRUDEO CAP WRH 2 LP, FGNGE (TYP) iHRFA0E0 TAP SWING JdNT AT BASE OF HYDRANT 2' DIR. BAA55 ..T~° Z' GATE VALVE SHALL BE EQUAL PIPE BEDDING i0 WITH 2' SQUARE M @ II STYLE 2" ABOVE PIPE TXRUSI 4067 OA OPERATING NUi UNDISNABED BLOCK (COUNTER CLOCI(WISE OPENING) EARTH SEE NOTE 2. ~, ~ ~~ WABF@JOfON I. VALVE BOX AND COVER SHALL BE PEA DEPT. CF PIBLK: WOHfB YELM VALVE BOX DETAIL 6-11. 2. WATEAMAINS WHICH WILL BE E%RNDED 2w BLOWOFF ASSEMBLY IN THE FUTURE, THE VALVE WHICH OPERATES THE BLOWOFF ASSEMBLY SHALL BE THE SAYE SIZE AND INSTALLED ON AIIIY® ORal6 THE WINUNE AXD PROVIDED WRH q CONCRETE THRUST BLOCK. %RUC WIXa6 OREtTdt OAIE 6-B DES sc ~c 5/2005 SERVICE 6ADDLF I ROIIAC 20R5 OR a I ROCKWELL SiS W 1' x 1' FORD PACK JOINT OR 6PoP CORPORI:710N STOP 3 1' POLYE1NrtdE ONES BALI vuW (LUpa nav WRN PACK JOIN DD - 'YIDSTAiES BCF-7116 W/ 73' ROIL FOR TOUCH AGO BO%- 'YIOS7AlE5 BCf-11168 'OR PRC APPROrEO EOVAL IB 1 2' YEfG BO% 1I{' SINGLE METER BDX PLACEMENT t2' YA%, 7N 5f0~T0 8 tY 7Z' 2X sU)PE i0 BOX CXECN VALVE A. WRB ~P YE1ER .__`~ ~'~ GENCPAL NOTES N0. 7) 1' x I' NAD PACK JOMi COAPOPANO STOP TPE FB- 71yL 1 7' PUSiIC LINE (C UREU LW ~1h. PBI PXALIPB DRLSLO PIPE _ 8100 POLYEIXI7ENE PIPE) FgtO BBI-0SB BALL VALW WTIN PACK JOIM a iFYAI LP. 7XRGD5 SERVICE SAOOIF LADIES; 1. STYXLF55 STCEL INBERfB REQUIRED FOR ALL PACK JOINi6 AND GMP. 2. ALL 3RWCF SAWILS SHALL NAVE AUBBG GASKET AND I.P. TXAFA05, 1Z' 01 7 8' YE7ER BOX ~~ YE7EA BOX CENTERED Dx EXTENDED Im uN DUAL METER BOX PLACEMENT ?% SIDPE TO BOY Iz• AND SNIVEL NR CONNECTING I' IRON PIPE 5/8ef DUAL METER SERVICE FOAB) OeO Ma 3UC NOIWB dRECmR DATE 6-2 1 IJex W, nAle Es ,EC JEG 3/2005 LIVE TAP .I p ryp CONCRETE R (1YP) BU10( Q I z' TYP. ~ ~ xcaauD OEN9T1' flAdcALL 10 SPAI:Y xERE a Yux TuylNC vuW R W S7AINL6S SIEFL fAPPNG STEM YALYF AND REEVE SMALL ~ SJPPORIEO ANO BACKFlLLID A6 ~~,~ SHOrM BCLOwi11GM. wrz ~uvE 1FL 1/s OUWFTER Dr wPL O : • »~ CONIRODEO DENSITY BACIIRLL I- 0 '~~` ~ ~ PoBREO NimN OF iRENCM SOLp BRICK BUPPOAi CONCACR 71WUST BLD NOTES: 1. 11 MIL PlA5HC OA CONSTRUCTION FABRIC SHALL BE WRAPPED AROUND PIPE ANO FITTINGS BEFORE THRUST BLOCK AND BACKFILL ARE POURED. CITY fDF YB.IA WAEFRIGTCN 2. CONTROLLED DENSITY BACKFILL Is A DEPE~PUBLICW(CPo(8 PUNT MI% CONSISTING OF :3100/ SANG, 150/ WATER, AND ONE SACK CONNECTION TO (94i) OF CEMEM. EXISTING MAIN S. MJ CUT IN TEES SHALL NOT BE PERMFRED. gyyp~ ~~ 4. SUPPORT VALVE AND SLEEVE 6-1 D CONTINUOUSLY THpOUGH INSTALLATION. PUBLIC wGRKS mRECTaR DAZE ~ am aaB Es .EC JEC 5/2005 1£ TYPICAL METER PLACEMENT AWIORD Dwa Na PU91C NORI(8 DIAECfdi DATE 6-6 oa axl Om wTB Es J¢c ,EC 5/2005 RECESSED HANDLE TYPE ~ S' x 3' x 4' CL155 3000 7--- ~ I 6 3 4 1U° 8 3/4' COVER IMUND FDUNDRY 248 VALVE BOK WITH YEIM WATER' CAST IN UD CONCRETE PAD 1 , L SECTION '. FINISHED CAADE OUTSIDE PAVED AREA ~ ~ TRACER WIRE d e ~ ~ SEAL WRH AR40DOW z a ~ -- n 6° SOA 21 PVC PIPE CONFORMING TD 0.5TM ACP w p 3034. RISER PIPE TD BE ~ 1.0' ~ < ° > > PLUMB AND CENTERED OVER VALVE STEM. _ I ~ z L ~ 1 4' Z_ _ O _ U N BALLAST ~ ALVE STEM RISER 0 5' CDHCRETE CL 3000 REOUIpEO WHEN MA%. . 36' IS EXCEEDED INSIDE PAVED ROADWAY (LENGTH VARIES) NOTE: ALL VALVES MUST HAVE 11 GUAGE INSUUTEO COPPER TRACER WIPE TIED OFF AT VALVE BODY, GATE VALVE SHOWN-SINIUA EXTENDED OUTSIDE PVC RISER PIPE THEN INSTALLATIDN REQUIRED FOA IXTENDED ONE F00T TOP OF VALVE BD%. BUTTERFLY VALVES. VALVE STEM EXTENSION LEGEND ~ YALYE OPERATING NUT DR 1 7/8' % 17/8" X Z' HIGH GRADE STEEL WELDED 70 RISER SHAFT. ~Y ~ yg,~ yyADAJ 0 3/16' Thk X 5 1/5" OIA STEEL DEPLOFFlBl1CWOAKB GUIDE PUTE WELDED TO RISER sHaFr. STANDARD 0 X ^ O R ~L VALVE BOX siEEL TUBINC TO FR OPERATNG NUT. LENGTH AS REQUIRED. ~ ~~ NOTE: c YxWKS dREttOR DATE s 6-1 ~ ALL WELDS TO SHAFT SHALL BE 1/4' Pu u FILLET WELD ALL AROUND. ~ om al! 6 JEC ,6c 5/2005 Top claw opsro}Ing nut I € 'Llmils of payment ~ I-~' Pain} Hydrord WaDlher shield Sun Yellow High Grade Enamel Bonnet / 13312 pl/z•Hoae connectlsn with throads HYDRAM OFFSET --41/s 9laamer colnectlan with NSi Mroads Sse valve box Ond ~, k 5' Stars adopter he atom deloll- ~oo Sfyls s-37 w/SC cap 6-il F4" q s 16'-24' J Ground io luN -- Standpipe Inneh 6' Flanged }In depth 3' Ninlmum ---~ hydronf Ise Each PIpe Jalnt 6" /1106 EBAA Inn, B. Inc. Megolug :,i':,.'~~ l6' qou u52fo IcNI'nlron ppa e e p 6° pate vokb FL K MJ see note below Vadea ~-.{ 4'x8"x16' esncMa block Hydronf shoo Backflll to top of droln drag houaing both with 2' washed rock as shown Ploellc barrier beMaen 6' x 6' sheet of 11 mil. plaetlo or con- thrvel black and tee drvcNon labdc, covering 2" washed rack Csnerah Ihrval blak Nebo coal-in-place against ilNing only I. HydroMa shall ba located In accordance with $ecllAn 6.060. In DddlNan, a minimum throe fool radius unobatrvelad working area shall CRY OF Y3M WA9'NQTDN be proridad around all hydronh. DEPT. OFPIbL1CWOPo(8 2. Hydrant e„hlall ba Dnaaar M t H FIRE HYDRANT ARIIOM s a 929 or Clow Medallion. 3. Gab talcs shall be rotlllen} wedge NRS wHh 0-dnp aeala. YaWe ands shall A17ro1® ~~ be Mechanical Joint by AN51 flanges. C Volna shall conform to AWWA SD9-BD. pUBUC WCPo(S dRECf~ DATE 6-7 Vales shall be Musller MkH, Kennedy, Clow A/W or Wataroua Sades 500. 0~ CID. 011E Es ,EC ,EC 512005 4' SCHEDULE 40 STEEL OR - REINFORCED CONCRETE MARKER POST STAMPED WITH 'W' AND DisrapcE ro vuvE POST TO RECEIVE ONE PRIME COAT ANO TWO CDATS OUTDOOR OIL RASE ENAMEL TO MAT• CA xroAAwc cDLOR CEMENT CONCRETE CLASS 1 SIDE - FRONT VALVE MARKER POST 4' DIR. (6" DIR. FOA HIDAANTS LOCATED IN CONMERCI0.L LOADING 20NE5) 4' DIAMETER SCHEWIE 20 STEEL POSE FILLED WRN CONCRETE NOTE: 3' 1 . LOCATE POSTS 3' FROM HYDRANT DO NOi BLOCK HYDRANT PORTS 2 . PIPE TO RECEIVE ONE PRIME COAT AND TWO COATS OUTDOOR Oll BASE ENAMEL (SAME COLOR AS HYDRANT- Q;, .,. SEE DETAIL fi-B) dt :a:~' ~ ~':~'. 2' '0 ~ CRY OFYEIJAWABFOTpTON ~'a' CEMENT CONCRETE . ; ' 1 DEPC ~ PUBLIC WOPoCB , ~:; cuss SDaD ~ ' ;D! J- VALVE MARKER POST & - 1 'I HYDRANT BOLLARD DETAIL ARIpA3) aRrlln HYDRANT BOLLARD 6-12 P1BUC NO(d(s ORECidi DALE ~ IxJx am LIAR Es .EC tc 6/2005 ~OAODA v I j9,°,i< ^ DD C . ° e u w N 4~q~ o n c F m~ 2 m~ n~ n ~ CW "< N cFn n ~a C > ~ t 11' .z og 9 7 " A ~ F ~ c $ ; LL CC ; te" < k` ~ Zm z vy a " " F z °~ m ~< c R i>N~ m s G a° „ im K~ex " ~ "c mw F D~ g o m ---- of<i >; ~~ c ~ zoo°m m P' ~ y 9zA> a m m ~F~ r~ $ m - 12" Fmym g C c ~ ~tlaN =1 ~N~~n t~ oA0 m 'A j m n N ~n ~Y D52s m v y Lf ~Nw NOn m2 a rf zm E x O L: ,y _ =y n N N zozm' C < < < °° ~~v ~~ n t•~m i ~9v cr'se ' 36' MIN. ~c ?moo 's ~ "" onp z~ 4 *5 I - zn ' ~Z Cm 9p ~ n ~m U N m A ' ~ y 1.1,1 ( y ~ ~ N ~ jOn s °mc H 9 < ~ ~ D n N ~ ? ~ ~ Dy On v~ r'1 ln ~ n a C~ C'' > ri0 ma ~°o y h ~ Z m ~ CO m T a ;ma coO < 009 r m ~ a' >~ N ~C > ° m LI. ; G G ~ ~ ~ ;mn ~~ p1 OKN va °y o; Ay v l xl - N ~'~ G (_ A y -ID O Ia=O L O°~a y SFI D NC ~ ;m ° O Zn >a, r• D N °o ~ I ~ m C ~ o`"i ~ ~ y P1 ~i n m W p ~ sa ° o TOP MEW i::~ 1 ~r •,~ TOP wIEW r.~r. TOPIYIEW -v~S ~y ,fAc ~~ WYE ' + SIDE VIEW SIDE VIEW ~` SIDE VIEW TEE CROSS GATE VALVE HDR12. BEND ~. ~ ,,~ TEE WITH PLUG CROSS WITH PLUG CROSS WITH PLUGS PLUG OR CAP AS=BUILT 04/07 45' - 90' VERTICAL BEND CRY OF YELM, WABHNOTON DEPT. OF PIBL.IC WOAKB NDr6s: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. STANDARD BLOCKING DETAIL 2. PLASTIC BARRIER SHALL BE PUCED BE- TWEEN ALL THRUST BLOCKS k FfTRNGS. A!}1101® ~~ 3. ANCHOR REBAR DIAMETER. SHALL BE S/8' MINIMUM PLGUC NTZVKS Dw6cTm DATE 6-)3 on IJATB ~ v YL Es :EC JEC 6/2005 ROADWAY AND UTILITY IMPROVEMENTS JoBxDY6rR o41oa REVISIONS CALL UNDERGROUND LOCATE TWO oPSIGNBUILD De51GUeD5Y R" °ATE t3Y DESGRIPTI°N DRAWING No. clva•TRaHISPORrAT1oN PLANNIN TAHOMA TERRA DIVISION -1&2 lass NaTwr REVISeDPeRCITVCOMMENTSDATEO loiz4los WORKING DAYS BEFORE YOU DIG G•SURVEYING ' ~ WASHINGTON YELM DRAWN Br. NA.DGB III9 NA.TWr REVISED PER CITY COMMENTSDATE01118105 1-800-424.5555 42006th Avenue. 5te.301 , ~ , cnecKCD er: 5LC 1012006 DPC As6DILT5 WATER SYSTEM DETAILS AreROVeD POR CONSrtuc7loN W-14 a E~ lac Washm Con 98503 ~' 9 ~ (360 493 6002 , ~ 5/2007 DPC REVISED PER CITY COMMENTS 4112107 ) - /G~,,~ (360)493-2476 Fax SEG. 24, T1 7N, RI E ~ 512007 °ATE' sr' Date: oEVELOPn,ExTPLViEwyNCweSK Consulting Group AMASTERPLANNEDCOMMUNIIYBY No SCALE ec"~ Sh1EET 50 OF 73 TAIIOMA TERRA, LLC m ' ArPROVAL cxnRes: I r• t( 1 N~1, n1 A 4 6 ~ 5 ~t ~ `., { ';PHASE 1 99iM1IWAY Sf PHASE T,...-. ~ TANOMA BOULEVARD STA. 3+8200 fC CARLY LANE STA. 2+ I O.OC EXISTING PROPERtt LINE ~ • ~ T •. .. _-.... Y~ '~'. ~ "'r" 7+00 s ~ ~", B+pO ~ ~ _ tN~~cnv-'/' ~p _ _-__ Q ' ~~ '; y LG S~ ,,QQ / ~ _ _ _ ~ Y / • ~ ~' ~ _ BI S ~ ~. ~:., ~.~..-c .... N 0~ '~ ~ / A R-IS 3A nAn~, F 5+00 4+0 } 3+00 ( N: 4U~ +~s x7~ J.J :7~ ~ i J4t _ _ ~ ?jf I ~ (' I t~ I o .j O ~}p~++ ~ } '~ ,; :, I-56' RluV-I CARLY LANE SEE SNEEf S 12 TAHOMA BLVD iC+ I Gt ~ L.~ EXISTING PROPERLY LINE -PROPOSED ROADWAY CL N .~ I. .I.T IIN - .. _ -~ .5.00 .:,. ._~ ... _ - • ~ 1+00 T // ~ TAIIOMA BOULEVARD STA, O+OO.OC BEGIN LIMITS OF CONSTRUCTION EXISTING PROPERtt LINE 355 I vPl .,rn --~3+eo ao 355 _ vP1 ELU= 341 ~3 _ _ .: 81 I-. ~I _. m a d N "' g 350 . _. - . _. ~-~.-.- . - ~ p. l _ tl,- III ~," ~ + N ~ - _ O 8 m.Q = m ri__ . _. 350 _ .. a m N~ m m '^ m o m m. ExISTwG GRDUND ~ a II ~ ~m 0 m o :N II'.. U II w ' ' 0 ~ P N~°xw _ 345 " _ ~ U > ~ U 3 > rhl K N w m p = ~ ~ _ a m„~ 345 ---~- ,. - ~-- ~ ^ a _ 340 -__ _ -' - ' - - - - -- - - -__ -- -_ ___ ~__ ... 340 ' . ' I '. Q 12' SD L ~?+ ©' . - z o ,~~ Iz•s0Q 335 Iz'sD _- _ . ~-~_ ._ _ , -~ - _ 335 -~. i.... .~ 802 LF; i 2' STEP MAIN ,. ~. ... .,_ 385 [P, 12'STEP MAIN _ . ,,.. 0 330 _, ~__ .. .. ~ _ _ TAIHOMA BL-UD.__ _~_y_ ~ .... _-- 330 ~_ -_ ~~... .. ^ .~~ ~~ ~ _ o~ _.m. - mm mlm -. m m~ mN.. ..,. ~o_. gum ~~ , m m.. m m. .._ a - ma m m o~ ' ~m v a N~ ~?m m o~'.. m . ... mo~..-.^ v ...., m ... 325 m m m'0 m.V. m O. m.m m O m.m O N m.m "O a :m v O N Q._ m m m m __ m m _ 0 ~ O m ,.. p.m m m m __ ,~.m __ ,~ m p.m I° ° p o ° 0 o ° O m m ..... .^.... l , . m.~ m... m.. m... m m., m , " 325 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 I+00 0+50 0+00 -0+50 HORZ. -1" = 50' VERT. -1" = 5' SCALE: i'=50 FEET D 25®0 STEP SEWER FITTING TABLE 0 C 3A ttPE STATION OFFSET MISC. CONNECT TO 12"SENrERMAIN 0+00 2T LT 12" x 12" x 4" x 4" CROraS 3+87.4 2T LT I-12'GATE-VALVE 2-4" GATE V0.1VE AIR RELEASE VALVE ASSEMBLY 4+00-00 2T LT PLACE IN PLANTERSfRIP 4' STUB OUT AS-BUILT 04/07 NOTES: I SEE SI4. N0. G-2 FOR GENERAL NOTES. 2. SEE 5I1T. N0. G3 FOR HORIZONTAL LAYOUT. 3. SEE sh1T. N0. 5-0 FOR sANITARV SEWER MAIN CONSTRUCTION NOTES. 4, PIPE LENGTHSHONM IN PROFILES ARE APPROXIMATE TO CENTER OF FITTINGS, KEY MAP N.i.S. SEC.24. T 17N. R I F. W M nawzoNru coNTROL: WASHINGTON STATE PLANE COORDINATE SYBTEM 6 Th1UR5TON COUNtt NIGI1 VERTICAL DATUM PRECISION NETNORK NGVD 29 PERTNURSTON COUNtt I11GN PRECISION NtTNORK CONTROL POIM N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oSNUMaeP, 04104 REVISIONS CALL UNDERGROUND LOC DesIGNIBUILD Rh ofslr+leoer DATE BY DESCRIPTION ATE TWO DRAWING NO. CMl•TRANSPORTATION PLANNING•SURVEYING TAHOMA TERRA DIVISION -1&2 ~ : ID/31 NAr~ REVISEDPERCITYGDMMENTSDATEDIa24,D5 STEP SEWER SYSTEM WORKING DAYSBEfOREYOUDIG ' ( YELM WASf11NGTON oRnWN BY: NA. DGB 1119 NA.TWT REVISED PERCIttCOMMENT5DATEDII(8105 1.800.424.5555 4200 6Ch Avenue, Ste. 301 ~ , 2 cnecrcco ar; SLC 1012006 DPC ASBUILTS IMPROVEMENTS AiPROVeo FoR cor~smurnoN S-1 ~ey. WaSn~NgLOn 5853 11 ~ (360)493-6002 SEC 24 T7N RE 512007 DPC REVISED PER CfiY COMMEM54/12/07 ~ I~~ , (360) 493-2476 Fax . , , A MAST ~ ante 512007 sw oae: v Ln P Consulting Group ER PLANNED COMMUNITY BY I = 90 sue TANOMA BLVD. oe eCO rde RerlewfucwffM1 73 52 TAhiOMA TERRA, LLC m ' sranoNS o+00.00 ro 9+co,o0 aPPROVA~ fX9lYE5: OF SHEET ~ TAHOMA BOULEVARD STA. 12+ 10. 12 CE BERRY VALLEY DRIVE STA, 3+65,58 BERRY ~A ~1 SDRnVE SE EY Wis.,, tTg-12 C STEP SEWER FITTING TABLE 35 35 34 34 33 1325 \ '~, ~ ~~ \ ~ ~. L ' ~ ~ ~Q ~G~ ~~ ~P 320 m' :m m ~mm m,m. .m m. m.m .-_. .m m :. m m ...m V. m m.m m. m m m m„. m<m ;, miy _'.., ,mlm, m m. ;......mlm, m 320 mom m.. m 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 II+00 10+50 10+00 9+50 9+00 d.. _ .. ; .._ , . i __ <?I .. _ I" 355 ~ _,. .. .. ; ' ~I , w ,. +I m 1 ' . .,, I QI :..1.,;. 350 . I N .I~ ~ , I, ._. ~I . o ,.. . . ; -... NI , . ... .... . +...... ~ SIN ° ~ ' I '" 345 - IO ~)+ m ~ , '.. aiN > m m. - .. < I rlu ~ a _ ..- , ,. Ia ~ w ;.._. 340 .... ,_ .. -PROPOSED CP GRADE ...•~ mIN '~ , ~ -. -~- . ..~ ~..... ~ .. EXISTING ~ . - _ ' - _ ~ - ~ . _ _ _ _ _. GRO„NO _ _ _ 335 ' Q12''9D Nb. o .. 330 _ i B021F I2'STEP MAIN ,..... ' 9041f, 12'STEP MAIN ...... 4 I TAHOMA BLVD . .. ._ , . _. ___. _ . ~_ 325 _ _ ~ a.~C m:A m ~, ~ m ,m B ' :p,u1 N!a y,7_ ..,m.^ m r ,~ m coo o: m ~ "' ~ ,m ~, 'm ? ° 0 "~ m °~~ N v- ~.m. m a w ~ m .~ ~ E~oi 'm ' q N ,ml~ .~. ~ 'It` ,min ~. ~)~ , ..~I~ . ~ ~' ~ IQ-. N _ HORZ.-1"=50' VERT.-1"=5' 4A i /' SCALE: 1"=50 FEET 0 25 50 100 ~ \ ranoMn etm- 9' ~ a e ssrnlave. se v, n i„,,pHA5E7 n ~ 99MwAY SE - I PNASE2 ~ loom ave. se ~ E yL,.g -'E o: 8a ffiG 1~ ~~ ~ SrR~ 5E KEY MAP a.rs. 5EC.24, T17N, RIE, W.M. 1YPE STATION OFFSET MISC. 12"x 12"x6"TEE 12+15,6 2T LT THRUST BLOCKING 2- 12" GATE VALVES I -6" GATE VALVE 2"SERVICE LINE WITH CARSON BOX NOTES: I . BEE Stfi. N0. G-2 FOR GENERAL NOTES. 2. SEE SHi. N0. G-3 FOR HORIZONTAL LAYOUT. 3. SEE SHT.N0,5-D FORSANITARY SEWER MAIN CONSTRUCTION NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARE APPROXIMATE 70 CENTER OF FITTINGS. AS-BUILT 04/01 HORIZONTAL CONTROL: W0.5HINGTON STATE PLANE COORDINATE SYSTEM THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NEIWORY. NGVD 29 PER THURSTON COUNTY BIGH PP.ECISION NEM~ORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oBNUwBEe: 04104 REVISIONS CALL UND RGROUND LOCATE TWO DeslcwemLD ~ RH DEBIGNED BY DATE BY DESCRIPTION ~ E DRAWING N0. GIVIL•TRAN9P0RTAT10N PIANNING•B ' TAHOMA TERRA DIVISION -1 &2 ~ : IOI31 NA.TNf REVISED PERCIIYGDMMENTBDATED ID,24I05 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG 1 I URVEI ING YELM WAShNGTON Dw.wNBr; NADGB 1119 NA.1Wf REVISEDPERCITYCOMMENTBDATEDIII8105 1.800.424.5555 4200 6th Avenue. Ste. 301 1 , 2 cntcr~ er 5LC IOI2006 DPC ASBUIlTS IMPROVEMENTS awROVeD VOR CaNSiRUrnoN -2 ~ ~ Lacey. Washington 98503 (360) 493 6002 SEC ~ 512007 DPC REVISED PER CITY COMMENTS 4117107 - `~~M j, 1 (360) 493-2476 Fax . 24, T 7N. R E ~ DAB 512007 BY: DATE: Consulting Group A MASTER PLANNED COMMUNITY BY I ° = 5O sc"'~ TAHOMA BLVD. DerztoYMENr eEVIEw ENCIUEEa T530F73 TAhtOMATERRA,LLC m STArION59+oD.ooTOle+oo.ao AEeaovnte<riets: ShiEE CL TAHOMA BOULEVARD STA. 21+20.1 I LDNGMIRE STREET STA. 0+00.00 Y _/ INSTALL TYPE III BARRICADES -• ' PER DETAIL 4-5.9. SEE 9HEEf R-14 ~. ~-. ' A'• ~ _. ~ ~ ( .. ~ .. ( ~. , ~/ ~ ( 1 / ! I f ! ~ ~ I ' FUTURE I I TA110MA TERRA I ~ MASTER PLANNEDCOMMUNITY ~ I ' '~ DIVISIONS 3 TO 8 , ~ ( ~ ~d I nA°~..J r i i ~~ i I i CL TAHOMA BOULEVARD STA. 2 I +80.A2 END OF CONSTRUCTION UMITS END CURBIGUTTER AND SIDEWALK LT i RT TAHOMA BLVD. oil ~.~. ~~II 1 I ;~ I I~ 1} ~I 331 ;. II;~11 LONG~ERE STREET SE :- +/~N ?~k~G fi 1 •x ~9 ~~~gP ~' ~~(~ is ~ / ~ ~ lS x ~ i ~'/~~ cy ~~ S~ ~s~,/ ~'' ~ 00 1'GG ~~.r' ~0 ~~ ~~~ ~ c,~ ~~~ ~',~ ~~ LY C C x~ SCALE: 1"=50 FEET D 25®0 STEP SEWER FITTING TABLE PHASEI d PHASE2 KEY MAP ~_r_s,-~ TYPE STATION OFFSET MISC. 12"x 12"x4"x4°CR055 21+25.6 2T LT W$O CNIID OU(ON SHf. SA 2-12' GATE VALVES THRUST BLOCKING I -4" GATE VALVE - I -4" GATE VALVE END OF TINE TEMP C.O. 21+80.42 2T LT THRUST BLOCKING AS-BUILT 04/07 HORZ. -1" = 50' VERT. -1" = 5' I . SEE SHT. N0. G-2 FOR GENERAL NOTES. 2. SEE SHi. N0. G-3 FOR HORIZONTAL LAYOUT. 3. SEE sF1T. N0.8-0 FOR SANITARY SEWER MAIN CONSTRUCTION NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARE APPROXIMATE TO CENTER OF FITTINGS, HOR120NTAL CONTROL: WASHINGTON STATE PLANE COORD]NATE SYSTEM { THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NERNORA NGVD 29 PER THURSTON COUNTY HIGH PRECISION NEPNORY. CDMROL POINT ND. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS aDDNUmDER o41oa REVISIONS CALL UNDERGROUND LOCATE TWO DESGwsuILD Rh DESicNED er DATE BY DESCRIPTION DRAWING NO. GIVIL•TRANSPDRTATIDN TAHOMA TERRA DIVISION -1&2 ~ : 10131 NA.,~ REVISEDPERCITYGOMMEMSDATED10/24,05 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG ' PLANNING•SURVEI1NG WAShiINGTON YELM DRAwHer. NA.DGB IN9 NA.N/f RtVISEDPERCITYCOMMENTSDATEDIIlW05 1-800.424-5555 4200 6th Avenue. Ste, 301 1 , " cnecuD ar: 5LC IG12006 DPG ASBUILTS IMPROVEMENTS APPRWED TOR CgVSTRUC110N S-3 4 E ~ Lacey, Washington 98503 ~ 5!2007 DPC REVISED PER CITY COMMENTS 4! 12/07 (360) 493-6002 ~~~~'~ (3607493-2476Faz SEC. 24, T 17N, R I E ~ 5l2C07 DAh' ar: Dnrc. DEVELOPMENTrewn+rENCiNEEe Consulting Group AMASTERPLANNEDCOMMUNITYBY ,,, . 5a ~ "~ TAnoMA BLVD. 511FEf 54 OF 73 TAIIOMA TERRA, l1C m ' ' sTATONS I a+oo.oorD 27+co,oo APPROVA~IXP~RES, CL LONGMIRE STREET STA. 0+00.00 . fL LONGMIRE STREET STA. I +90.52 CL TAHOMA BOULEVARD STA. 21+20.11 ~ CL TERRA VIEW 57REBT STA, O+OC,00 TAHOMA BO sEE snE ULEVgRD TERRA VIEW STREET SE 45.00 1 SEE 5HffT 5-6 f 4~ ~,t~ iR 305 xx 56' R/W 25.5' ~ ~ 1 ,I~ Yip ~.p~..._. .... ~,i ~ III 1 AI I 1 I LAW C ! ;,~ ~ ~ _ _ ~ r ,~n~ .. - ! , r- ~ ., ~; ~ ~ rBB-1-SI~~rnr~ ......-_ ' x; INSTALL TYPE III BARRICADE PER DETAIL A-5.9. SEE SHEET R-14 FUTURE ~~ TAHOMA TERRA MASTER PLANNEDCOMMUNITY DIVISIONS 3 TO 8 ~' _ _ _ I- L MM~NI~ ~~ME~' PPRK~ LONGMIRE ST. SE ,: _,. ,,, - ,,, III Ill III I I /// ~\\ nun Ilm n/ u~ uuu Ilul III III \1\ Ill 111111 Illll ~~ iii/// /l/l/l~ 0 -- +~n ~N „• Q ~ =NO C W W zW C - +~- _ l(\ Q ~ C 50 I dl I -,. I ~ , ` 1 . ~ i L.. 1' 50 _ +I gl -,. . _ _I m I 181 +I of 4 I _. _.. 345 ~lol o m m ° N 345 + GI o ~ m ~mm m of n ~ m I m ~ a< II ~ ~ +~.. S I ~ ~ d m ° J ' 34 z ~Im m~ _. is :.. , . d J Q~ wlmw I 340 35 - I ~_ , ~- f I - _ _ -- -- 1 _4 _ _,~-- - ; ~ 335 330 ------ =W N'o ` L I i 8 sD 30 ~12'SD 1 - QI2'SD 612°~+ 592 LF, A'STEP MAIN 1 ,..• STFYt~P'N L~ LONGMIRE ST. SE 325 m.~ w ~M& ~ A ~ -, IaR s~ e I , , ~ _ 325 v~ ~~ ' ~ I N: d 1m - m ~.. . a o m to N ~ m ~ 320 ' a _ m m !m m I :N!m - m'm mlm mim • ~!m. m, ~:~~. nGm nom hm. mo m m m `~Im m ...mJm m li1D :~ 'mim ~'m m m m 320 , , , m, m , m om ' m 1m, i lm : .. _ , -I+00 -0+50 0+00 0+50 t+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 HORZ.-1"=50' VERT.-1"=5' STEP SEWER PITTING TABLE KEY MAP N.i.S. ~Lt.24, T 17N, R I E. W M- TYPE STATION OFFSB M15C. 4"THREADED CAP THRUST BLOCKING 4" z 4" x 3" TEE I +96 5.5' RT A150 GVIEO DUf DN 5tt(. 5£ I-4"GATE VALVE THRUST BLOCKING I -3" GATE VALVE NOT USED STEP SEWER CONNECTION SCHEDULE LOT ri STATION OFFSET TYPE aA PARK 3+70 43' RT. SINGLE W! 2" GATE VALVE NOTE: OFFSET TO FRONT OF SERVICE VALVE BOXES NOTES: I SEE SHi. N0. G-2 FOR GENERAL NOTES. 2. SEE SHi. N0. G3 FDR HORZONTAL LAYOUT, 3. SEE 51-TL. N0. S-0 FOR SANITARY SEWER MAIN CONSTRUCTION NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARE APPROXIMATE TO CENTER OF FITTINGS. AS-BUILT 04107 noRlzoNrAL coNTR°L WASHINGTON STATE PLANE COORDINATE SYSTEM 6 THURSTDN COUNtt HIGH VERTICAL DATUM PREG1510N NETWORK NGVD 29 PER THURSTON COUNtt HIGH PRECISION NETWORK CONTROL POINT N0, 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oeNUMeea: °41°4 REV1sloNB CALL UNDERGROUND LOCATE TWO DeslGwsuuD ~ ~' RH oslcxco ar DATE BY DESCRIPTION DRAWING NO. GIVIL•TRANSPORTATION PLANNING•SURVE ING TAHOMA TERRA DIVISION -1~2 ,fl : 10131 NA.NJf REVISED PER CITY COMMEMS DATED 10/24105 STEP SEWER SYSTEM woRKlNCOgvsaEFORErouDlc ' I Y YELM WASHINGTON oaauNSV: NA.DGB II(9 NA,NJ( REV15EDPERCINGOMMEN75D0.7ED11!8105 1.800.424.5555 4200 6th Avenue, Ste. 301 1 , 2 cnecKeo er, SLC 1012006 DPC 0.5BUILTS IMPROVEMENTS AeeROVeo roR colusTRUCnou S-4 ~ ~ Lacey. Washington 98503 ! (360) 493 6002 ~ ~ 512007 DPC REVISED PER CI1Y COMMENTS 4112!07 ^ - ' ~ O' (360) 493-2x76 Fax SEC. 24, T 17N, R E A ~1 onre: 512007 av: Dare: oeveeoPUeNrreevlexeNOlNeex Consulting Group MASTER PLANNED COMMUNITY BY I ~~ . Spy scA~: LONGMIRE ST. SE SHEET 55 OF 73 TAHOMA TERRA, LLC m sTArloNS o+oo 0o To 6+oo,oa APreova~ rxelre~s: SCALE: 1'=50 FEET o zs®o PHASEt ~ LONGMIRE STREET STA. 7+91.76 CE FUTURE ROAD STA. 24+05.59 TERRA GLENN S SEE SHEEP 5-8 ~ i~$ + ~ ~~ ~~ , Q ti~ _ --- p ~ ~. ~~ .. ~:> .,r : , .>.-: w .:,-...r., .,.,.,m Z W ..,_. W _-~ --w- 25,5' ~- 56' RAV- -. r1 9 ~~ Q o ~~~-~------rylF - I' N m - - ,, 1i __-__~i_swy__-___.+_-__-_ m- `• L ~ ~,F~~ 3; 13 ~ 14 FUTURE ROAD LONGMIRE ST. SE INSTALL TYPE III BARRICADE PER DETAIL 4-5.9. SEE SHEET R-14 C2 LONGMIRE STREET STA. I I +83.31 fL TERRA GLENN STREET STA. 28+43.43 EET _ / Ln .0.5' _ ~ ~1 N mN ~ Q~ ~ NW Q -,... ~ --{ .. w • G~ ~ 17 N~ . ;.. : } ~ - 2 Q / 1 ~ IS ZF O W zz NO w INSTALL TYPE III BARRICADE PER DETAIL 4-5.9. SEE SHEET R-14 : ~. I :I : . ' -. ~ ~ ~~ 4 ._. L~. ' I ~I ~ 360 ._ _ ' ""+I ~I ~ _ 360 I al S 355 V soh n1 o1m .. . w 355 - I 4~a . tol+ h m ° m ' _ -wfm ~Im I N N --Y .. .. _. Q Qa¢ rl I ~ _ ~ ~l4 m ~~. 350 oo n W ~ 350 l _~)N w ,_~ w _ z.. ~, 345. . `'., 345 '~ _m -- 340 _ _ _ , m. 340 ~. _ . ' 12' SD ~ I. '.. si;.. -.. ~8 ~ F ,; 335 ~~ A'S~EP ~s MaIL ©~ 335 © I Z ~"~ B N/N 392 LF 4'5T<P MNN ' 330 5q2 F 4~5~PMAIN I _ _ LONGMIRE ST SE ~ 330 ~ . - o o N _ N g m I - '~"'c 325 n m m~ ~'m m m mm. m1m :. mlm O v ~"m "-Y lm "' I~ Im " m v ~ a S,~ '~,m rvQ ~I` nl v v " R `F mlr v ~ N w mv pi 325 , .. ,, „ ~ m m ,m ; Im . . m 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 II+00 11+50 12+00 12+50 13+00 NORZ.-1"=50' VERT.-1"=5' SCALE: 1'=50 FEET 0 2s®o 1 I 12 13 14 15 17 STEP SEWER FITTING TABLE 10 11'PE STATION OFFSET MISC. 4" x 2" TEE 7+86.3 5.5' RT THRUST BLOCKING I -4" GATE VALVE I-2"GATE VALVE A" x 4" z 3" x 3" CRO55 I I +77.8 5.5' R< THRUST BLOCKING 211^ GATE vALVPS 2-3" GATE VALVES CONNECT TO EXIST. 4" MAIN 13+31.51 5.5' RT REMOVE TEMP C.O. END OF UNE TEMP C.O. 7+86.3 45.5' RT. THRU5T BlOCK1NG END OF LINE TEMP C-.0. 1 1 +77,g 45.5' RT, Tt1RU57 BLOCKING 22112° BEND 12+30 9.15' RT THRUST BLOCKING 221/2° BEND 12+98 259' RT THRU5T BLOCKING LATERAL SCHEDULE LOT # STATION OFFSET TERRA VALLEY 7+91.76 45,5' RT. TERRA VALLEI' I I +83.31 45.5' RT. OFFSET IS TO END OF LATERAL END TO SE CAPPED NOTES: I SEE SHi. N0. G-2 FOR GENERAL NOTES. 2. SEE SHi. N0. 6-3 FOR HORIZONTAL LAYOU(. 3. SEE SHT. N0. 5-0 FOR SANITARY SEWER MAIN CONSTRUCTION NOTES. 4, PIPE LENGTH SHOWN IN PROFILES 0.RE APPROXIMATE TO CENTER OF FITTINGS. AS-BUILT 04/07 - F10GZONTAL CONRROL WASHINGTON STATE PLANE COORDINATE SYSTEM THUPSTON COUNtt HIGH VERTICAL DATUM PRECISION NETN/ORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 399,235 ROADWAY AND UTILITY 1MPROVEMEMS doaNUMeeR: oalo4 REVlslous CALL UNDERGROUND LOCATE TWO Des1GN~BUaD RH ocslcNeo er DATE BY DESCRIPTION DRAWING NO. G1v1L•TRANSPORTaTIDN PLANNI TAHOMA TERRA DIVISION -1&2 : ID/31 NA.TWT REV15EDPERGITYGDMMEMSDATEDID,24,D5 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG ' ) NG•SURVEYING WASHINGTON YELM oRAw~lar; NA,DGB 1119 NA.TW( REVISEDPERCITYCOMMENTSDATED1118105 1.800.424-5555 4200 6th Avenue. Ste. 301 , m 2 cnecxto ar; SLC 1012006 DPC ASBUILTS IMPROVEMENTS APPROVED POR LONSTRULTON S-5 a ~ ~ Lacey. Washington 98503 (3607493 6002 ~ 512007 DPC REVISED PER CITY COMMENTS 4(12107 - /~~j~ ~ ^ (360) 493-2476 Fax SEC. 24, T17N, RIE ~p Nnre,, 5/2007 er oATe: Consulting Group A MASTER PLANNED COMMUNITY BY 1.50 50A~ LDNGMIRE ST. SE oevPLOPMenFtvlEweucmeeR 56 73 TAIIOMATERRA. LLC m ' STATION56+00.00T013+31.51 APFROVALPxnRts: GF SHEET IpNGMfRFSrRF~rSE J~61~'~2a fr ~f~~, ~% ~ ~ 1; I j ; ~ ~ ~~ 1 ~ .,, R-Is f e ~ } -- l - __ I 1 - - -_ 10 STFp ~ „_;.~ -- I . ~ '*-- `~'_ ~ I' ~. .,~~•,. ~ _ _ __ 1 I'. Ix J I __ s'^ "°A _- _Sa I I I M .~ c~ -.~ I fL TERRA VIEW STREET STA. 0+00.00 CL LONGMIRE STREET STA. 1+9052 T l; T 1 P; $ ~ ~~i ~5.5 30.5' SG' R~ UE SE 100TH AVEN59 ~ TERRA VIEW STREET STA. 2+44.1 I fN TERRA VIEW STREET STA. 4+96,67 ~ ~ TERRA VIEW STREET STA. 7+6073 I COTH AVENUE STA. 0+00.00 - fL 99TN WAY STA. 0+00.00 CE 997H AVENUE STA. 0+00.00 ~ ~ ~ `~' ~ ~ ~ c'4 ~ ~ ~' ~ .~ ~ ~ ~ ..D.. ~~_ _ __ d,. o ~_ - I ~~~ ~ >!,,~ ,~ ~ -,,, • • i~ ' - >_ 4,P,. m, ~, I -i - a \ • >. ~_-t` ~, _ I r sTe 19_ , _ - I ~ ~ A 'TFP N s ,~ I ~- ~D~~ R-n i.~ p ~ a IR 19 ~ N I I ° ~ I I 1 ~ ~~ ~ T ~.: ~~-~'~ ~ 255 56'~~VESE 25 5. 30.5' S6 R^NY SE 99TH AVEN 99THWA I0 SEE SHEEP `rI1 SEE 5HEE7 5. TERRA VIEW ST. SE 55 I ~ ..._+ I _I ...' ! .:.. <. i. f .. 55 S o ~ . + ~ III 350 ~I 8 Nm' . ~, gl I I 8 QI ~m - 350 a+ ~fo . m-lLt m> . . ti p _dl o; gl ~h SI° I ~11 -I~~ ~ 1~ >m~ nl of ,. >+ ,; m .. 'I SIN wg. - al '. of ~ , r QI a `~ II ,.. 345 ~ 9. ~ m o~ - ~; ~I ol l S~Ia~ G > w _ 345 . o N _ ~I o mT i f mp ~ m ~ ... >I+ m <+ m. 340 514 > °h w IQ SIN w ! . _r ' 340 335 ~ __ -- -- -_ I - --- ___ ~ " I _.1 - lz'sgQ .... 335 _ ' .IZ~Dp r[ =W ' 125Dp ' ' . 125Do ~ZSDp TERRA VIEW I GLEN 5 T SE ' o8' WM ' -.. lawrt~ ~ o .. ,I~wM . . , N . m~ 330 II <. > ' i ~. .. .i 736 LF 3'srEP rnAIN ,..... 330 '~ ... 242 LF. 3' STE° MAIN :.. ~ ..: 256 LF, 3' STEP MAIM t9 ~ ~ 265 LF 3' STEP MAIN ~ ' P~ N .N I~. w~. G1 yy; I` N m .tp:-. m 7. N.p ... p N:. 7 _.. .~.p.. ~ N ... ., O,p - .N T, ,. . .p N ,_. N>~ ~ ~ .....W N _ N ~ m lD. ~ > >fD ~,. ,m ~: N N N .~ m .M N:. P :.. iv ... .r ~ ... O Q . m ~ ~'...m N ~. -...'r.. , .O. N. 325 mom ~ 'mlm> `^`m m m m'm m m -. .., m,m _ ...m m m>m __m m m.,m > .m m: V m m.... m m m. . ;. ,m , m . 325 .. m m ., m .. m m m ,. m .. m .. mro . m m m m m -0+50 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 HORZ.-1"=50' VERT.-1"=5' SCALE: 1°=50 FEET 0 25®0 18 19 20 STEP SEWER FITTING TABLE 10 ''e`er i 99in'.AVf. 9f I;PNASEI ,~ 99Tn~WAV Sf - -' '6 PNASE I........,.' ~ Ieom AVfisf ... ~ ~`u s ° ~G~ srRffi se KEY MAP N.i.S. SEC.24, TI7N, RIE, W.M. Tl?E STATION OFFSET MISC. 6° x 6" x 2" TEE -5.5 5.5' RT P150 LP11ID OUf ON 5ttf. 5-3 I-6"GATE VALVE THRUST BLOCKNG 1-2" GATE VALVE 2'x 3'TEE 2+38,6 5.5'P,T THRUST BLOCKING I -2" GATE VALVE I -3" GATE VALVE 2'x3'TEE 4+91,2 5.5`RT THRUST BLOCKING I -2" GATE VALVE I -3" GATE VALVE 2' x 3" TEE 7+55.2 5.5' RT THRUST BLOCKING I-2'GATE VALVE I-3'GATE VALVE STEP SEWER CONNECTON SCf1EDULE LOT # STATION OFFSET TYPE 124 0+55 20.5' RT, 51NGIF 125- 126 I +30 2 I' RT. DOUBLE 127 2+07 21' RT. SINGLE 128 2+82 2 I' RT. SINGLE 129- 130 3+46.5 2 I' RT. DOUBLE 131- 132 4+ 14.5 2 I' RT. DOUBLE 157-158 5+76 21'RT. DOUBLE 159-160 6+46.5 21'RT. DOUBLE 161 7+ 19 2 I' RT. SINGLE 195- 196 8+82 2 I' LT. DOUBLE 197 8+39.5 2 I' LT. SINGLE 198- 199 7+G8.5 2 I' LT. DOUBLE 200-201 7+08.5 21' LT. DOUBLE 202-203 G+48 2 I' LT. DOUBLE 204-205 5+84.5 2 I' LT. DOUBLE 206-207 5+ 10.5 21' LT. DOUBLE 208 4+60.5 21' LT. SINGLE 209-210 3+88.5 21' LT. DOUBLE 21f-212 2+90.5 21'LT. DOUBLE 213 2+21.5 2 I' LT. SINGLE 214-2.15 I +22.5 21' LT. DOUBLE NOTE: OFFSET TO FRONT OF SERVICE VALVE BOXES NOTES: I . SEE SM. N0. G-2 FOR GENERAL NOTES. 2. 9EE SHT. NO. G3 FORHORIZONTAL LAYOUT. 3. SEE SYIT.N0.5-0 FOR5ANITARY SEWER MAIN CONSTRUCTION NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARE APPROXIMATE TO CEMER OF FITTINGS. AS-BUILT 04101 HORIZONTAL CONTROL WASHINGTON STATE PLANE COORDINATE 5Y51EM 0 THURSTON couNTV HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL POINT N0. 937 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,osNpMeER: o41oa REVISIONS CALL UNDERGROUND LOCATE TWO DeslGwsuaD ~fSIGNED6V RH DATE BY DESGPJPTION DRAWING No. ava•rRANSPORTATON TAHOMA TERRA DIVISION -18c2 1x31 Na.Twr REV~seD PERCmcoMMENrs DATED lazalos STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG I PLANNING•SURVEYING YELM WASNINGTON DRAWNBr. NA.DGS 1119 NA.TWr REVISEDPERCITYCOMMENTSDATED1119I05 1.800-424-5555 4200 6th Avenue. Ste. 301 , N Z' cnfcRm DY 5LC Ia,2G06 DPG A5BU1LT5 IMPROVEMENTS APPROVED FOR CON5IRUCIION S-6 ® ~ I Lacey, Wa9hington 98503 ~ 512007 DPC REVISED PER Cltt COMMENTS 4112/07 (360) 493-6002 ~~, ~~, (36Of 493-2476 Faz SEC. 24, T 17N, RIE ~n S~ 512°°7 DAB' er DATE: pEVfLOPMEM REVIEW ENGINEER ConsullingGroup A MASTER PLANNED COMMUNITY BY ~~ I"=sa TERRA vlEwl GLENN sr. SE 511eET570F73 TANOMA TERRA, LLC oa STANONS o+oo.°o ro 9+oG,oG APPRDVAf o<PIRCS: ~P~ ~~ 1~1 -- -- - ~_- L - ,,. .. ,. - ,,.~: .r' ' >x.... " ~~ ~ ~ ~ ~ ~~ -- .. --~ - - Y`-~-~--~- 'I~ ~ >~. , s~,tiF ~, ~/~° PFO~Srq~ ~ ,:f G 9 i x S~ 000 0 u ~ TERRA VIEW STREET STA. 15+08.69 CARLY LANE ~ cARLV UNE sTA. o+ao.co SEE SHEEP 5-12 -56' RhN-' .- 2B'-x-28 ' T.I. tF~ I I'~ ~ I .~ ry 1 6 *~ G~ ~J I I~, ., I' ,'j I O P. ? 0 I i - + ~ ' I I _-<,T - ~ ~ ~ r ~ ° - N 21 ,ice,- ~ __ -. ...... . Q ~ i - - - - - N~ I ,o -=s ue->~ I -- -- I a _ ww z --- -- -- ~ -- N ~ np~ R-17 U TERRA VIEW ST. SE SCALE: 1"=50 FEET o zs®o 22 STEP SEWER FITTING TABLE 21 PXASEI 1YPE STATION OFFSET MISC. 3" z 3"x4" TFJ= 15+03.2 5.5' RT THR115T BLOCYJNG I-4"GATE VALVE I -3" GATE VALVE NOT USED STEP SEWER CONNECTION SGi1EDULE' 355 I I . . . a 355 ~ _ ~ ~ _ -. _ __. o of ~I , _ ~l~ ; 350 . . ~lo n 350 - ml+ N _ , I uIu . o .... 345 - __ ~_ ~,N w,_ 345 340 --~ - _ ___ - - "-~ ' 340 _. _ _._ .-~-. I ~ 12'SD~ .... ... 335 . 1z5D4 ~ o Nu ' a571~. 3° STEP MAIN -- 335 _ _ _ ~_..~~__. _ 2I . !Z36 lF. 3' 5TEP MgIN 330 ...- ~ ' ,- TERRA VIEW I GLENN ST SE . 3so. m N, ~..`s.. '~ 0 00 f~ `~ ~,a W o'~ h~ N.. V N 'bN _.~n0 n~ ~ N ono N m ~~,m'- 6,).!~ N'_ V~ N m '. .N.m .. m h~ m ~ 1~ m ~ N~ 0 'N N p t 6. 325 ~ m m',;~ m;m: 41:~ m m m m ,m m. N ~' m m - N O ~ • m 0 ai O m.m m m , ~O m<m °m m; N} .m.... .m m' ! m m m m m•m ~ m° m- 325 m 9+00 9+50 10+00 10+50 II+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 ~, .. , . ~a•~ m. ~ i / /~ i ~, p ~ ,/~ , /{) i HORZ. -1" = 50' VERT. -1" = 5' LOT # STATION OFFSET TWE 28 15+59.5 2 I' LT. SINGLE 26-27 16+56.5 21' LT. DOUBLE 187-188 10+95 21' RT. DOUBLE 185-186 11+89.5 21'RT. DOUBLE 36 12+87 21' RT. SINGLE 37 13+17 21' RT. SINGLE 38-39 13+82.5 21' RT. DOUBLE 40-41 14+50.5 2 I' RT. DOUBLE 42-43. 15+40,5 21' RT. DOUBLE 4445 16+20.5 2 I' RT. DOUBLE 46 17+03.5 2 I' RT. SINGLE 29 I4+65.5 21' LT. SINGLE 30-31 13+68.5 21' LT. DOUBLE 32-33 12+92.5 2 I' LT. DOUBLE 34-35 12+12,5 21'LT. DOUBLE 189- 190 I I +24 2 I' LT. DOUBLE 191-192 10+22.5 21'LL DOUBLE 193-194 9+52.5 21' LT. DOUBLE NOTE: OFFSET TO FRONT OF SERVICE VALVE BOXES AS-BUILT 04/07 NOTES: I . SEE SFR. N0. G-2 FOR GENERAL NOTES. 2. SEE 5ti(. N0. G3 FOR HORZONTAL UlYOUT. 3. SEE SFT. ND. &0 FOR SANITARY SEWER MAIN CONSTRUCTION NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARE APPRO%IMATE TO CEMER OF FITTINGS. HORIZONTAL CONTROL: WASHINGTON STATE PLANE COORDINATE SYSTEM t THURSTON COUNTY HIGH VERnCAL DATUM PRECISION NETWORK NGVD 29 PERTHUPSTON COUNTY HIGH PRECISION NEM/0RK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oexomeeR 04104 REVISIONS CALL UNDERGROUND LOCATE TWO Des,GweuILD ~eACUeo ar Rn DATE 5Y DESCRIPTION DRAWING NO. GIVIL•TRANSPORTATION PLANNING•SURVEI7NG TAHOMA TERRA DIVISION -1 &2 1013. NA.T>n~T REVISED PERGIIYGOMMENTSDATED 10,24105 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG ~ YELM WASf1NGTON oRawN ev: NA. DGB 1119 NA.IW( REVISEDPERCITYCOMMENTSDATED 1118105 1-800424.5555 42006th Avrnue. 5te.3Gl ~ , V' b c~E~~oeY: 5LG 1012006 DPC ASBDILTS IMPROVEMENTS nrreweovoRCONSrwcnou S-7 Lacey, Washington 98503 1 ~ ~ (360) 493-6002 SEC 24 T 17N R I E 512007 DPC REVISED PER CITY COMMENTS 4112107 j ~ ^^ (360) 493-2476 Fav , , . t'/ti once: 512007 av: Dare: v P in Consulting Group A MASTER PLANNED COMMUNITY BY I, = 50, sc"'~ TERRA vlEwl GLENN sT. Se oe eLO n~ uvlew euclN~R 73 58 TAHOMA TERRA, 110 ~ ' sTAnoNS 9+co.oC To 17+00.0o nrnROVALanxcs: 511EET OF SCALE: i'=50 FEET 0 25 50 100 TERRA GLENN STREET STA. 19+86,40 Ct 99TH AVENUE STA. 8+80,03 fL TERRA GIfNN STREET STA, 24+93.43 fR 100TH AVENUE STA. 9+ 14.45 CL TERRA GLENN STREET STA, 28+43.43 CL LONGMIRE STREET STA. I I+83.31 STEP SEWER FITTING TABLE 99TH AVENUE SE SEE SHEEP S I I 99TH WAY 5E 100TH AVENUE SE SEE SHEET5-10 SEE SHEET 5-9 TERRA GLENN ST. SE p 1 ~ ~'~ A 23 1-. R-16 1 I . ~b `` 24 t ~T 25 __~__ 26 II I 4 ~ ~~- i~ ''~ x 27 I ~ li I I ..N.:, I+ :~ " F L- 2-8 33 -I LONGMIRE STREET SE SEE SHEET 5-5 I I 360 ~ I, _ pl ~I 360 _ _ : : : ml : ml ~I -Im ._. 355 ml° " m dl`t plm ry v mm-_ 355 ~©I~ m of Dh w _~~ w1f- N Fo m ~u d~ r- _ ;=1 o m ~ ~h l ~,Q,_.. 350 I ~al< N ~ , u N ~Ic gl< ~ , D d z o o w off.... 350 L ~ , _ Om ~. a n -I l ' --- SIN 31a m m --- =1 II o 345 - ~ - -, ~~~ w 345 _ __ 340 - ---- ~- ( 6- - Yvrti^ m __;_ - _ -- ---- ~ 340 : z w. - ... . ... . ..©® . „ ' .. Np . '. 125DQ : ' ~p MAIN . 2 , D Iz'sDQ IUa'wPS . IO~WM,. , . 335 2[~ z4) .. _... . ~ .. 51 F srFP pay wM _ ~ ° ~ ~_ 335 4JN ~I~ ~ ~ r ' ' I I '... 256 330 TERRA VIEW 1 GLENN~ST SE 330 . ~ mgr, ~ °m v:" m;m N ,m?; <m w~ o aN NN mo mo ..a,tE vm .gym ~~ u,p .pm ,NN om n-`P n," o:m am ~= _ nm vo .. n~ mm m ~ m w~ ~ro ` 325 m ~" I v m " N~ 'm m tri.0 m'm v n m m. v^n . a~ °m v~ m v v _.... ~ v~ :m m y m m.m . m. m y m.a O- m : 0,` m y o N .m m ° m . .m . e m '';m w m. 325 ~ „ n m. m m m m m m m m m m,m m m m m m m m 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 HORZ. -1" = 50' VERT. -1" = 5' TYPE 3" 45° BEND STATION 17+29.7 OFFSET 00 MISC. THRUST BLOCKING 3" 45° BEND 17+45.1 0.0 THRUST BLOCKING AIR RELEASE ASSEMBLY 19+76.47 5.5'RT PUIYA`dY,]N PuIH6RSTP+P 2" x 3"TEE 19+91.9 5.5' RT THRUST BLOGYJNG 2-3" GATE VALVES I -2" GATE VALVE 2' x 3' TEE 22+42.9 5.5' RT THRUST BLOCKING 23' GATE VALVES I-2'GATE VALVE 2" x 3° TEE 24+98.9 5.5' Rf THRUST BLOCKING 2„" GATE VALVES I-2'GATE VALVE 4" x 4" x 3" x 3" GRO55 ~ 28+48.9 5.5' RT P150 $ryDS~N D4911l. S5 2-4"GATE VALVES THRUST B10CKING 23" GATE VALVES STEP SYSTEM CONNECTION SCHEDULE LOT # STATION OFFSET T1PE I-2 27+43 21' LT. DOUG E 3-4 26+53.5 21' LT. DOUBLE 5-6 25+85.5 21' LT. DOUBLE 7 25+08.5 21' LT. SINGLE 8 24+72.5 21' LT. SINGLE 9-10 23+85.5 21' LT. DOUBLE II-12 22+86 21'LT. DOUBLE 13 21 +54.5 21' LT. SINGLE 1415 20+77.5 21' LT. DOUBLE 16-17 19+97.5 21'LT. DOUBLE 18- 19 19+ I Z5 2 I' LT. DOUBLE 20-21 18+37.5 2 I' LT. DOUBLE 22-23 I7+57.5 21' LT. DOUBLE 24 17+41 36' LT. SINGLE 25 17+34 35' LT. SINGLE NOTE: OFFSET TO FRONT OF SERVICE VALVE BOXES NOTES: . SEE SHT. N0. 6-2 FOR GENERAL NOTES. 2. SEE SPIT. N0. G-3 FOR HORIZONTAL LAYOUT. 3. SEE SHT. N0. 5-0 FOR SANITARY SEWER MAIN CONSTRUCTION NaTES. 4. PIPE LENGTH SHOWN IN PROFILES ARE APPROXIMATE TO CENTER OF FITTINGS. AS-BUILT 04107 HORIZONTAL CONTROL WASHINGTON STATE PLANE 0002DINATE SYSTEM f THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NERNORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NETWORK CONTROL PDNT N0.837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oexuMeeR o41D4 REVISIONS CALL UNDERGROUND LOCATE TWO DESlcwauaD ~ ~°~'~`°~ R" DATE Br DEBCRIPTION DRAWING N0. GIVIL•TP.ANBPORTATIDN TAHOMA TERRA DIVISION -1 ~2 1x31 NA.~ML REVISED PER GINGOMMENTBDATED ID124/05 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG 1 ( PIANNING•SURVEYING WASNINGTON YELM °ItawNev: NA,DGB 1119 NA.PM RfV15EDPERCITYCOMMENTSDATEDIV8105 1-800.424.5555 4200 6th Avenue. Ste, 301 1 , 2' cnecu° ev: SLC IOI2COG DPC ASBDILTB IMPROVEMENTS nrexove° FoR wnsrRUwou S-8 . 1 ~ L3cey. Washington 98503 360 493 6002 ~ 5/2007 DPC REV19ED PER CITY COMMENTS 4112107 ( ) - ~~~~, (360) 493-2476 Fax SEG. 24, T 7N, R E ~+ °aT[: 512007 er: °Are: oevetoern<rrt P evlew eNeiNeex Consulting Group A MASTER PLANNED COMMUNITY BY 5cn~ I ° = 50 TERRA VIEW / GLENN ST. SE . SNEET 59 OF 73 TANOMA TERRA, LLC m STATIONS 17+00,00 TO 28+43.43 nPrROVAI anew: r ~ I OOTH AVENUE STA. 0+00.00 ~ I OOTn AVENUE STA. 2+33,19 ~ I GOTH AVENUE STA. 4+92.45 ~ I GOTH AVENUESTA. 7+48.45 ~ 100TH AVENUE STA. 9+14,45 I CL TERRA VIEW STREET STA. 2+44. I I CL TAHOMA CT. STA. I +70.00 fL COLE CT. STA. I +87.83 ~ TERRA CT. STA. I +87.75 ~ CL TERRA GLENN STREET STA. 24+93,43 TERRA VIEW STR/IFFY SE TERRA GLENN STREET SE 30.5' 25.5' ~ SEE SHEH S-8 56' RM! U 25.5' 30.5' ~~ I 1 7Ge'a. ggry ,y r~q q r~C q ^~ .yp qR-{~ eg .t r~ tE +~gg ~gp (g-y ® t~C {~,5 56 RAN L....._-~- laba7 gJ*t 1~N~ JV EJ~# ~i Jt!' 1ri"~v i~tV ~~~ I ,G €~~J ~"~"t' LY.7 lAE3 ~ Ud U Uil L3°i~' •I . ~ I ~ - --- _ F 1 •1 RB6 -~ ----- -- r-:;.- -- !: ~'-o -- ~,: °- -- - RDG ---- iE--- -- m RE6 RBG I i( ...~a m~ I I I 1 1, ° ~! .° '; J - -- _ - -- -- -- - - - - --- L -- .-- .. - .~ •~ ,- _ _ w -~-re~- sew I ~ sir shr s~q s~ i - 29 31 _.. ... 32 ~ 28 ' ... .,~ _~ _ ~ _ ,,.: mN ~~-- ~ -I -- --- - -- - I~b ass--- v,- a- ~ ~yl~El~ 1 rrgg^~ rnp C m gg .g ,~prg Otte Ix -}, °~ °I IT I ~6.? ~>~J 8161 ~ ~~'~t ~~ 1 ~ j til I VYSG €Ltb ~ I ~ 1 7 ~ I °I -I p.---1 l- 1"u- ~ + ~.._ I--1`~. .......~.0 LI_-- I-L 10 •l a f p. I ~ - I~ ~ ~~~ ~~O zs.s' I 1561_1 $'~ ~~~ ~by~~,~ 1f#:~ ltrfl ~ ~8kl~~i ~"( I I 30.5' TAHOMA COURT COLE COURT TERRA COURT SEE SHEET 5-13 SEE SHEEP 5-13 SEE SHEET 5-13 100TH AVE.'SE o 355 _ ~_ f .. _~_ + _ o it - 355 vl m ntl ..m ', t _I .. .... n _, ' 1 NI of ml + . ..,. ml '.. 71 ~_. pl$Nm ..al._- I III lp N..... NN 350 ~g mm _ --~Im ~ ~ a F cl~ u O .-. njp ~ ~ 350 ~,le Ilw r Glm~ ,. . la ~ N ° oho m oIQP - I plmmW..... <>a a~i~m a m ° fl gym, Gl - Ghm l ~la>e-. N u 345 ~ d a!. ~I~ m~ p o aIN wa ll h Ula w -q u n ~IN j 0._. qI ~a ~i~ o~ 345 ., ' - ---'' ~ ' I w ... 340 , .--, __ ___ - --_ ----- f , _ ___ _ - _ ,...._ 340 335 ___ ,~ ~IZ• Le' ~"' sD ~> ~, 8 8•'', p Iz •sDQ e„~ I ... 335 II _.o12'SD m~z.. - ~ - 2jlz - ~ ', a,Z 2' STEP MWN 165 lF - ® ' B+WM IQ '. '. '. ., : '.. 31 _ 257 LF. 2°. STEP MAIN 32 . - 330 ' z6p LF r srEP MAIN 30 ~ MAIN YSTE ~- 100T H AVE. SE ..219 Lf ~ ~ m R1 r w '_ m mlxo a Inl .t`~ ,tp_0, N m m "' p. N. w"F o~ m ~' ' m N m ~ N n ~ ro n',m ;lD N Lv vo m~ m Q.m ~ G ~. ~ m"" m ~ p o -. - pi ~ ~ ~ ~ ,... -~ 325 {m m _ m.m ..m.m m,m .m m<..._ ..m c° .. .m a°, m.a v.'v ° v v'v °Iv m v m':a m v' <m<"v - ` m v p,a '~." m :._.- m m m m m!m m;m: m.m~ m ~ ~ m.m. m ~ m m Im.m m'm mm m.m mlm.. m m : m,m, m m .m m. m 325 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 HORZ. • 1" = 50' VERY. • 1" = 5' SCALE: t-=50 FEET 0 25®0 '~•,PHASEI ssrn'wgv se PHASE KEY MAP Il T.5. SEC.24. T 17 STEP SEWER FITTING TABLE 29 30 31 32 TYPE STATION OFFSET MISC. 2" TEE 2+23.2 5.5' RT THRUST BLOCKING 2-2"GATE VALVES NOT USED 2"TEE 4+83.4 5.5' RT THRUST BLOCKING 2-2" GATE VALVES 2" TEE 7+43.9 5.5' Ri THRUST BLOCKING 2 2" GATE VALVES STEP SEWER CONNECTION SCHEDULE LOT # STATION OFFSET TYPE 84 8+76 21' LL SINGLE 85-86 7+89 21' LT. DOUBLE 87 7+12 21'LT SINGLE 88-89 6+51 2 I' LT. DOUBLE 143-144 5+77 21'LT. DOUBLE 141-142 4+97 2 I' LT. DOUBLE 139-140 4+07 21'LT. DOUBLE 137-138 3+27 21'LT. DOUBLE 135-136 2+46.5 21'LT. DOUBLE 133- 134 I +67 2 I' LT. DOUBLE N07E: OFFSET TO FRONT OF SERVICE VALVE BOXES AS-BUILT 04107 NOTES: I . SEE SHY. N0. G-2 FOR GENERAL NOTES. 2. SEE SHY. N0. G-3 FOR HORIZOMAL LAYOUT. 3. SEE SFR.N0.5-O FOR SANITARY SEWER MAIN CONSTRUCTION NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARf APPRO%INIATE TO CEMER OF FITTINGS. HORIZONTAL COMROL: WASHINGTON STATE P1ANE COORDINATE 51'STEM f THURSTON COUNtt HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PERTHURSTON COUMY HIGH PRK1510N NETWORK CONTROL POIM N0.837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS JOBNUMEFR 04104 REVISIONS CALL UNDERGROUND LOCATE TWO DESIGN1BUILD ~ °E51NfD~ ~' DATE 5Y DESCRIPTION ~ DRAWING NO. GIVIL•TRANSPpRTATpN TAHOMA TERRA DIVISION -1&2 ~ Ip131 NANJL. RE„15EDPERCnYGpMMENTSDATEDlpa4ro5 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG ' 1 PIANNING•SURVEnNG wASNINGTON YELM Drww~~EV: NA.DGB 1119 NA.N/L REVISEDPERCITYCOMMENTSDATEDI118!05 1.80024-5555 4200 6th Avenue. Ste. 301 , Z cnecuo er: 5lL 10I200G DPC A5BU1LT5 IMPROVEMENTS FPPRWFD FOP. COFISiRUCfIDN S-9 ~ ~ Laceg. wasMngton 98503 360 493 6002 ~ 512007 DPC REVISED PER CITY COMMENTS 4112!07 ( ) - ~,/~~'~ (3601493-2476 Fax SEC. 24, T 17N, R I E ~ 512007 Dnre: sn Dnre. DevF~oeMeNretvleweucluecR Consulting Group AMASTERPLANNEDCOMMUNITYBY 1 • = 50' sv"~ I Dorn Ave. SE SNEET 60 OF 73 TANOMA TERRA, LLC oe e ' STATIONS O+oo.00 ip 9+ 14.45 aePROVaLSalus, r CE 99Ttt WAY STA. 0+00.00 I fE TERRA VIEW STREET STA.4+96.67 TERRA VIEW STREET SE sEE snEr1 s-6 l r ~ 99Ttt WAY 57A. 9+05.91 111 CL TERRA GLENN STREET STA. 22+37.42 TERRA GLENN STREET SE SCALE: 1°=50 FEET 0 T5 5D 100 9 F FAnOMA BtW ~ qP ~ a J ~ sF ~ H 9Pi„: e~rc, Sf HdSF1 N I ~ i'lIA'~F~ F I OOTn AK ': ~ G E Du Itr.. U F 51~ET SE KEY MAP li.i 5. SEC.24_T17N. RI E, W.M. STEP SEWER FITTING TABLE yy i n wAY 5t 5 -... ~I -' - - - ---~ ^I ' ~I a _ ,- m l _. + vl 8 FI , m '° om al Nh. u ~ N a 350 <18 Eom ~Io Nm , 50 t - ~~II CI llw ~ Zm CI u.W:-.. _.. 345 F ~lo 3 o~ _ F ~Id Jd Wo..._ .... ~m _ _ ~o ~~ 345 340 ' ! ____------- ---"- _ .. 340 ~ 335 .. __ ~ ', ~ N'o _ _ blzsD 335 ~ 330 ._ ' Bast. ' ... _~ 9~T-H WAY SE©. 89~ LF~ T STEP MNN ' . .... 330 . ' ~ ` _ ' . ~ o S ~°' o G mo w ~ no ,~ m __rN Nb ~~ mlm mt~ m mr mm - np ~ .' ,~ - ~ ou, . .. mo - m,r ~ N rom -~ wm __ory xv ro ;mm a o we ~d vL~ ~o m: g vp ~m _ ~o oG o . 325 I(1 N mm V t` m~ N ~` mm N O mm 'r O m : ¢t;m ml~ ipai mm' O O m- r` D mm mm _. mm l0 m _mm. r m - m m t. N mm n:0 mlm r N mm iO:Ci mm:. ~ O. mv.. Q- my . O h ... my 325 I ; . ,, rc i ` m'3 m m mm m.m mm m.m 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 HORZ. • 1" = 50' VERT. • 1" = 5' 19 33 33A 27 TYPE STATION OFFSET MISC. 2" z 3" TEE SEE 5HT 5-6 'S.5' RT Tt1RU5T BLOGNNG I -2" GATE VALVE - I-3"GATE VALVE AIR RELEASE ASSEMBLY 3+35.0 5.5'RT PUCE A55Y. IN PUMFRSTPJP I - 2" GATE VALVE 4+50.0 5.5' Ri 2" x 3" TEE SEE SHr 5-8 5.5' RT THRUST BLOCKING i -2" GATE VALVE 1-3" GATE VALVE STEP SEUIER CONNECTION SCHEDULE LOT ~ STATION OFFSET TYPE 155- 156 I +58.5 2 I' RT. DOUBLE 153-154 2+38.5 21'RT. DOUBIF 151-152 3+18.5 21'RT. DOUBLE 149-150 3+98.5 21'RT, DOUBLE 147-148 4+88,5 21'RT. DOUBLE 145-146 5+68.5 2 I' RT. DOUBLE 78-79 6+42.5 2 I' RT. DOUBLE 80 7+03.5 21' RT. SINGLE 81-82 7+80.5 21'RT. DOUBLE 83 8+67,5 21' RT. SINGLE 68-69 8+30.5 2 I' LT. DOUBLE 70-71 7+50.5 2 I' LT. .DOUBLE 72-73 6+76.5 2 I' LT. DOUBLE 74-75 6+08,5 21' LT. DOUBLE 76-77 5+28,5 21' LT. DOUBIF 168-169 4+24.5 21'LT, DOUBLE 166-167 3+44.5 21'LT. DOUBLE 164-165 2+44.5 2 i' LT. DOUBLE 162- 163 I +64 2 I' LT. DOUBLE NOTE: OFFSET TO FRONT OF SERVICE VALVE BOXES NOTES: I SEE SHT. N0. G2 FOR GENERAL NOTES, 2. 5EE SHT. N0. G3 FOR HORZONTAL tAY011T. 3. SEE SHT. No. &0 FOR SANITARY SEWER MNN CONSTRUCTION NOTES. 4. PIPE IENGTH SHOWN IN PROFILESARE APPRO%IMATE TO CENTER OF FITTINGS. AS-BUILT 04107 HORZONTAL CONTROL: WASttINGTON STATE PLANE COORDINATE 5YSTEM e THURSTON COUN7Y HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION Nt7WORK COMROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,oeNUmeEa oaloa REVISIONS CALL UNDERGROUND LOCATE TWO DESIGweuaD Rtt DESIGNED av DATE BY DESCRIPTION DRAWING N0. GIVIL•TRANSPORTATIDN TAHOMA TERRA DIVISION -18c2 ~ : IOI31 NA.TNf RE~SEDPERGITYGDMMENTSDATEDID12aro5 STEP SEWER SYSTEM WORKINGDAY56EFOREYOUDIG ' I PNNNING•SURVEYING YELM WAS"INGTDN DRAWN BY: NADGB IH9 NA.TM REVISEDPERCITYCOMMENTSDATED1118105 1.800.424.5555 4200 6th Avenue. Ste. 301 . N Z' cnECFED ar: 5LC IG/2006 DPG ASBDILTS IMPROVEMENTS APPROVED FOP, CONSTP.NC110N S-10 ~ ~ Lacey. Waehmgton 9H503 ~ 512007 DPC REVISED PER CITY COMMEMS 4112107 ' ~~ ~ (3607 493-6002 (360) 493-2476 Faz SEC. 24, T 17N, RI E ~ 91P~ DA'D' E1 : DAn: DEVEIOPMEUr REViEw ENGwEER Consulting Group A MASTER PLANNED COMMUNITY BY i ~ = sa ~A~ 99TH WAY SE EET 6 I OF 73 S TANOMA TERRA, LLC oa ` sTAnoNS o+oo.ao To 9+os.91 kPPROVAI ExneES: N BeF& °R . TERRA VIEW STREET SE SEE SHEEr 5-6 / ~ ~ ~, i 1: V 0 20 Fr<- - N s; s PkASE2 ~ iaortt nvE t--eTTT q~ 1 i. a~ UG -i~'I~ KEY MAP ll.i5. STEP SEWER FITTING TABI F 56' RANI 30.5' 25.5' fL 99TH AVENUE STA. 0+00.00 fL TERRA VIEW STREET STA. 7+60.73 99TH AVE. SE 34 34A 26 scaL~: r=so r~er D 25 5D 100 TYPE - STATION OffSET MISC. 2" x 3"TEE SEE SM 5-6 5.5' RT THRUST BLOCYJNG I-2'GATE VALVE I -3" GATE VALVE NOT USED I - 2' GATE VALVE 4+25.0 5.5' RT 2" x 3" TEE SEE 5HT 5-B 5.5' R7 THRUST BLOCKING I -2" GATE VALVE I -3" GATE VALVE STEP SEWER CONNECTION SCi1EDULP ~ 99TH AVENUE STA, 8+80,03 TERRA GLENN STREET STA. 19+86.40 TERRA GLENN STREET SE SEE SHEET S-8 ~ ! I ! ' I ~ .. l . i _ .... ._ _ . ` ~ ~I N . o oml .. _.. nig I a N ~ a .. •~im~ .. 355 . II aig n u II 10 ~Im N ^ m°m 355 kill 1w _-;, o W uu 50 '>I4 Im ~~` J,~~ wg ~( I i l CIF ; ° N '~Id Jam. W'~" d ~ ~ __ _-..... .. ,... ?wo FIW ....... 0 WC . . 350 I ,.I II ~j 345 I I ,~ ~ ~ ` . . ~ 345 340 _ __ --. ~ 340 - -- ~7 ;.. I 'stuYMAIN . 335 ~~ Ba9~,z 335 ' 1.. Ng 012 SD " , i ® 330 ~ ~, 8491P; 2 STEP MAIN _, . < 330 f ~ . i I 99TH aVE. 5E ~,~,,. ~'~ ~ ~' . . ~ ~ ~ .m ~~ n ~ L... , ~ ~ .~ ~ N ~ ~.1 , nit ~(~, v ~ N ~ o ~ m ~ ~ ~? ~ N. 325 m m~ E `" m ~ _ m m ' .. m m ~ `" m mim m ~ ~ m :m man m my m:. °m m m, mlo .m.m, ~. m o m m o N N m m m m m m ;c m "pim" c w -. mi~m 325 . . , gy . : 0+00 0+50 I+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 HORZ. • 1" = 50' VERT. -1" = 5' LOT# STATION OFFSET TYPE 176-177 I +38.5 21' RT. DOUBLE 174-175 2+18.5 21' RT, DOUBLE 172-173 3+18.5 21'RT, DOUBLE 170-171 3+98.5 21'RT. DOUBLE 58-59 5+02.5 2 I' RT: DOUBLE 60-61 5+82.5 2 I' RT. DOUBLE 62-63 6+50 5 2 I' RT. DOUBLE 64-65 7+24.5 2 I' RT. DOUBLE 66-67 8+04.5 2 I' RT. DOUBLE 47 8+42 21' LT. SINGLE 46-49 7+54.5 21' LL DOUBLE 50-51 6+74,5 21' LT. DOUBLE 52-53 5+84.5 2 I' LT. DOUBLE 54-55 5+16.5 21' LT. DOUBLE 56 4+5 I.5 21' LT. SINGLE 57 4+2 I.5 2 I' LT. SINGLE 183-184 3+24.5 2 I' LT. DOUBLE 161-182 2+40.5 21' LT. DOUBLE 179- 180 I +72.5 2 I' LT. DOUBLE 178 I +01.5 21' LT. SINGLE NOTE: OFFSET TO FRONT OF SERVICE VALVE BOXES I SEE 5HT. N0. G-2 FOR GENERAL NOTES. 2. SEE 5HT, N0. G-3 FOR HORIZONTAL LAYOUT. 3. SEE 5HT. N0. 5-0 FORSANITARY SEWER MNN CONSTRllCTION NOTES. 4. PIPE LENGTH SHOWN IN PROFIlFS ARE APPRO%INIATE TO CENTEP.OF HTTINGS. AS-BUILT 04/07 HowzoNTAL coNrROL WASHINGTON STATE PLANE COORDINATE SYSTEM 4 THURSTON COUNtt HIGH VER-GAL DATUM PRECISION Nt~WRK NGVD 29 PER 7HUKSTON COUNtt HIGH PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS LoeNNMeER, oa Loa REVl9loys CALL UNDERGROUND LOCATE TWO DE51GN1BUaD RH °~""`oSY DATE BY DESCRIPTION DRAWING NO. GIVIL•TRANSP°RTATIGN TAHOMA TERRA DIVISION -1 &2 : 10131 NA,7Wr REVISED PERCITY COMMEMS DATED 10/24105 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG ' + PIANNING•SURVEYING YELM WASN,NGTON oNawr+ar: NA.DGB 1119 NA.1W1 REVISEDPERCIttCOMMENTSDATEDII/8/05 1.800.424.5555 4200 6th Avenue. Ste. 301 , Y cnecuo er: SlL I0,2C06 DPG ASBNILTS IMPROVEMENTS arP~~ro,oP~NS,~~o~~ S-11 eI ~~ Lacey, Washington 98503 Q ~ 51X07 DPC REVISED PER CItt COMMENT5411 ZJ07 ^^ (3607 493-6002 `G, 1~ (3601493-2476 Fax SEC. 24, T 17N, R I E ~ 512007 °AiEi gy: oAre: orvN oPmeR xfvlrw a"ciNEeP Consulting Group A MASTER PLANNED COMMUNITY BY 1° = scr 5~ 99TH AvE. se . ShEET6zOF73 TANOMATERRA.LLC m ' STATION50+00.00708+80,03 aFFKOVN.~Pius: ~ BERRY VALLEY DRIVE STA. 0+00,00 END OF CONSTRUCTION LIMITS EXISTING PROPERtt LINE fL BERRY VALLEY DRIVE STA. 0+68.26 ~ COMMERCIAL DRIVEWAY STA. 0+00.00 v ~ 37~ ~ \ ~ a C \ 1 `g'Y ~ ` \ R-f8 ~ ~ ~O~Y k - Y ~~ - L '.~ Z ' .... - \ INSTALL TYPE III SARPoCADE ~ PER DErra L 4-s.9. sEE ~ + ~ -0~1' SHEET R-14 "a+~ '. ~ 35 .L ~ -: ='- L~ BERRY VALLEY DR. SE TERRA VIEW STREET SE TAHOMA BOULI SEE SHEEP 5-7 SEE SHEET 5- I 25.5' 30.5' BIO-RtT'ENTION CELL 45'--4! 56~ ~9d RN/- ~~ a i:$ I I ~ 111• I j _ ~.' ~ - Iii .~ CR+ Cn CARLY LANE STA. 2+10.00 ~ TAHOMA BOULEVARD STA. 3+82.00 ., .~ n .,.... , + I i 2 (] I O I ~ ..- ~ ~ r !f E Sao ..~ ; I ;,~ ~~ :a~ A ~~ 1 ~ ~ ~ I ~ R Is L J N 1 1 ~ I ~ I~ ;1 ~; .....~ L ~ . I ~ m I 0 L:, ' G! .I + CARLY LANE IXISTING PROPERTY LINE fL CARLY LANE STA O+OO.W CL TERRA VIEW 5TREET STA. 15+08.69 g rar^~•^. azvo. Q m ssmlaUt. se m n ~',,PHA5E1 3 ssrmwar se a ~ aNnses....., ~ icom aU-c'se ~ z. oG.-~~_-, t~, srzt~ se KEY MAP e1s. L.24, T 17N, R I E. W.M. STEP SEWER FITTING TABLE zl 35 36 37 38 'fl'PE STATION OFFSET MISC, I -4' x 3"TEE SEE SHT 5-7 5.5' RT THRUST BLOCKING I -4" GATE VALVE 13 GATE VALVE I PIGG PORT AIR RELEASE ASSEMBLY 2+36 55'RT PIACEASBY. IN PIM~ER SINIP 16" x 4" TEE 0+73.76 5.5' RT THRUST BLOCKING I-6'GATE VALVE I-4' GATE VALVE END OF LINE TEMP. C.O. 0+00 5.5' RT THRUST BLOCKING END OF LINE TEMP. G.D. 0+73.76 39' RT THRIAST BLOCKING SEWER CONNECTION SGHEy ~~r~PrnRlf ~55~ TVPF TRACT "D" 2+ RT. SINGLE TRACT "E" 2+ ' LT, SINGLE NOTE: ET TO FRONT OF SERVIC VE BOXES 50 _ . _ I _ ~ , I ,_ i ' , ~1 -al .. 50 _ ID~ _ '.. III v ;m Qli l , v ~ ~ ~I~ m~ ~ ~ ... 345 _ o ~ ~~ mm - ~I ~ -_ i . m m u it ~ o II II _.. N ww SIN Uw 340 - g~ ~,~ ~'o ~I~ o~ 340 I - _ ,, - 335 _ _- - -___ ~_ ~~ ~ , _, _. 335 Q 12' SD ~ ~ ~ O 12' SD QI 2' WM lo'wMl, ( 330 _ Vim? ; _ L, p.~ , y . 330 Gq ~ ~6S~~aN BERRY V ! ~5 ALLEY DR,i SE 7 ~ o n _.. SIC '" . ~.n , `°~N ~ ~ u~i '"C~ r.. m N~o N pim 325 m,'m ~'m m m. ' ..., mlm m m -mlm mim mim.. 325 0+00 0+50 I+00 I+50 2+00 2+50 3+00 3+50 HORZ. -1" = 50' VERT. -1" = 5' 355 ~~ 355 ~I L a .. ~8 . ~ j 350 ` $ P o $ ~~ .. "p 350 -' I °1 0 ~ - ~ __;. ° a mv . 1 . mm ; > ~ ~I nx. ~Ip ?N " o ~ ~ mlll , ~ II a.. W 345 ~~~ ~ ~~ '~N Y ao ., w o~ 345 _rlw u,.. 340 ' ~ 340 ~.. . . b ~ .-.. ~ ~> ,. .012'SD 12'WM ..,- ~ m ._~ ~° Q 335 .. I T 335 ~ ~ I9s ~ 4 's P CQI~~~( LANE ~ DUI" r~N ~.N @.0 ~.Vf° aJ, n; N N ,ip O.. _. ~ G h ~ m 330 ,N v _ m m. mtm _ ,m m; p,m .p m ....... 330 0+00 0+50 I+00 1+50 ~2+00 HORZ. • 1" = 50' VERT. -1" = 5' SCALE: 1"=50 FEET 0 25 50 1D0 AS-BUILT 04/07 NOTES: . SEE SHT. N0. G2FOR-GENERAL NOTES, 2. SEE Slid. N0. G3 FOR HORIZOMAL LAYOLR. 3. SEE 5H1. N0. 5-0 FOR SANITARY SEWER MAIN CONSTRUCTON NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARf APPROXIMATE TO CENTER OF FITTINGS, f10RIZONTAI CONRROL: WASHINGTON STATE PLANE CODRDINATE SYSTEM 8 THURSTON COUNtt HIGH VERTICAL DATUM PRECISION NENJORK NGVD 29 PER TIIURSTON COUNTY HIGH PRECISION NERNORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS roeNUMeFx o41oa RfvlsloNS CALL UNDERGROUND LOC DeslGwaulLD ~ oesieueo er: RH DATE BY DFSCRPr1oN ATE TWO DRAWING N0. GIVIL•TRANSPORTATION PIANNING•SURVEI1NG TAHOMA TERRA DIVISION - I~c2 ~ 1x31 NA.T~ REVISED PERGITYGOMMENTSDATED ID,24I05 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG ' I YELM WASFIINGTON oaawuBr. NA.DGB 1119 NA.PM REVISED PER CITY COMMENTS DATED 1118105 1.800-0.24.5555 4200 6th Avenue. Ste. 301 1 , N 2 cnecrm er 5LC 1012006 DPC ABBDILTB IMPROVEMENTS aFaROVeo roR wNSlRUCnoN S-12 laccy, Washington 98503 6 II 6 (360J 493 6002 ~ 512007 DPC REVISED PER CITY COMMENT54/12107 - /U ~ 11 (360) 493-2476 Fax SEC. 24. T 17N, R I E A ~ 512007 °f~` ew Dare. oevetoPMeirzPevieeem w COOSUfIfIJ GfOUp MASTER PLANNED COMMUNITY BY 5cn¢ I"= Sd BERRY VALLEY DR. SE b COLE LANE c erx 73 63 TAh10MA TERRA, LLC ro STATIONS 0+00.00 TO 3+76.09 6 STATIONS 0+00,00 TO 2+10.00 aFFROVae MPIPSS, OF 5t1EET r CL BERRY VALIF' DRIVE STA. 3+65.58 / CL TAHOMA BOULEVARD STA. 12+ 10.12 TAHOMA BOULEVARD SEE BHEET 5-2 (~ 45'--45 LL"r' ~. ~ - ' + + flL5 eS ~-~ IS I~ ,=1 ~ 1 L ~~~ , KEY MAP NTS. PHASE 2 nrn SCALE: 1"=50 FEET 0 25 50 100 C TAHOMA CE f. STA. 0+00,00 ~ CL TAtlOMA CT. 5TA I +70.~ ~ 100TH AVENUE 5TA. 2+33.19 100TH AVENUE SE SEE SHEEP 5-9 ..t ~ ~1 ~4 i ~ I I. _ 1~ I -a '" a ~ ~ _ I ~ I ~ . ~.~. T~ 'h 0 ~_._~_ .. Y 2 ~~ _~._ i _ , ~ v ~ 1 } v C I e' I R-I ~ ". _ ~~~~ ~ ~ ~ I ...a v vi _ ~ a ~ m I ~. -~ ,.A sa -y I ~ I 30.5' TAHOMA CT. 5G -X25.5' C2 C0.RlY CT. STA. O+OC.00 r C2 COLE CT. STA. i +87.83 r/ CE I GOTH AVENUE ST0. 4+92.45 100TH AVENUE SE SEE SHEET 5~9 ~ ~ ~ I "h" h ~ ~I ~~, ~ ~ _ . - \i NI 0 .. At ~ _ _h _N I 1~ a ~1~ 4 ~„ ~ ~T .. i a 31 ,,. ' .,.. ~ -- ~ 1+00 ~, - f ~_. i _ ~~, D I r m ~ ~,~~ m,,. J >i ~ i. _ q <_ ~ ~ R 7 ~ u ~ I r ~~ I vs.- .s I ~' I. I 56' -X25.5' COLE CT, 3d5 ~(. . ' -.. n;l , m1 + 8 - 350 8~0 a mm: 350 - 'olmm - v mm,_- II L II _ _ >I II II II ~Nwv =~N d~ .. 345 ,mEm~ ~ 8fo o~ ... 345 --° ~ I { = . ... I I 1 ~ ,.... , ! -. 1340 340 - - -- :.. 335 I No Iz•sD~ 335 ;. (5B LF ~, S 330 ~ AM N ~ ,TAH~1V1~- C ~ 330 . ~ O N ;N v y~ O ~~~~ , .... 325 0 m .,~<~ mp ~'m mm ~ ~ _ ...m„m ~ m 325 0+00 0+50 I+00 1+50 2+50 I w . __ I 1350 g.°~. ~ ro + °lim "`1D 350 o m~ m a -NIT. 0 vµ m h~ ll ll . j0 -.CQ tm Ilp ~~' N Jw _Im u,,d 345 ml $ ~ - SID ~~ d: . o'~ u 345 340 ` ~ I z -- 340 w ~o ~,~ 12.5Dp 335 40 r90L1 _.. 335 .2'STEP MNN ,.. ~' ~ 330 DOLE CT. 330 _ Q ~... m.0? - O.~ .h .. O N ~ -r~ 0 O m v _, . 325 -, ..m>m. .. m m ..` ,~ m m m 325 0+00 0+50 I+00 1+50 2+00 1 ~ TERRA CT. STA. 0+00,00 .a p~ ~N ~~ I'° I ~. ^»s' -I I m ~ 11 t7 R-17 _ , L n~1 I I !' cn c~ c~ Itt I _ I .~. to ~ ~ ~ r.~ ~ I '. ._~- TERRA CT, 100TH AVENUE SE SEE SHEET 5-9 350 . 1DUp g hh ah umaN- ~ 350 ~ ~QN O m v _ ~ -'_V-t >n m 7 o u ? 1 IL N . A~F . ,~ ww d~ +Im w w 345 m m ~ goo . o ~ 345 340 ' - _- 340 z~'' ' ~p mp ~12"SD 335 I~~-~ 335 I_ ~EP-. _ rv 330 _ '^ TERRA CT. ', 330 '~ ~ }010 ~mrn yr mm m~n.. '. ~''i N,~ 325 ,y ~"a. _ , ,~,.~.. m,~ .~.~,,-.. 325 0+00 0+50 I+00 1+50 2+00 STEP SEWER CONNEGTfON SCf1EDULE TAIIOMA C.T. LOT # STATION OFFSET TYPE 114 1+35.5 21'RT. SINGLE I I S- 116 0+49.5 21' RT. DOUBLE 117-118 0+0.0 21'RT. DOUBLE 119-120 0+0.0 21'LT. DOUBLE 121-122 0+55.5 21'LT. DOUBLE 123 I +35.5 15.5' LT. SINGLE COLE CT. LOT # STATION OFFSET TYPE 102 I +54.5 2 I' RT. SINGLE 103-104 0+67 21'RT. DOUBLE 105-106 -0+125 39.5' RT, DOUBLE I D7 -0+41 6' RT, SINGLE 108 -0+41 T LT. SINGLE 109- 110 -0+ 14.5 39' LT. DOUBLE III -1 12 0+67 2 I' LT DOUBLE 113 I +54.5 2 I' LT. SINGLE TERRA CT. LOT # STATION OFFSET TYPE 90 I +54 19' RT. SINGLE 9 I -92 0+67.5 2 I' RT. DOUBLE 93-94 -0+12.5 39.5'RT. DOUBLE 95-96 -0+41.5 0' LT/RT DOUBLE 97-98 -0+ 14,5 39' LT. DOUBLE 99-100 0+67.5 21'LT. DOUBLE 101 I +54.5 2 I' LT. DOUBLE NOTE: OFFSET TO FRONT OF SERVICE VALVE BOXES AS-BUILT 04/07 HORZ. -1" = 50' VERT. -1" = 5' HORZ. -1" = 50' VERT. -1" = 5' HORZ. -1" = 50' VERT. -1" = 5' NOTES: I . SEE SHT. N0. G2 FOR GENERAL NOTES, 2. SEE SHi. N0. G-3 TOR HORIZONTAL IAYOUl. 3. SEE SHT.ND.S-O FOR SANITARY SEWER MWN CONSTRllC(ION NOTES. 4. PIPE LENGTH SHOWN IN PROFILES ARE APPROHIMATE TO CENTER OF FITTINGS. HORZONTAL COMROI: WlSHINGTON STATE PLANE COORDINATE SYSTEM e THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NEN/ORK NGVD 29 PER THURSTON COUNTY HIGH PRECISION NEIlNORK CpMROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTf LITY IMPROVEMENTS JDBNUM6ER: 04104 REVlslous CALL UNDERGROUND LOCATE TWD oeslGweuaD E+ Rn oESICNEOer DATE BY DESCRIPTION DRAWING NO. avlL•rRANSPDRTATION PLANNING•S TAHOMA TERRA DIVISION -1&2 ~ . IW31 NATWL REV15EDPERGITYGOMMENTSDATEDId,24105 STEP SEWER SYSTEM WORKING DAYS BEFORE YOU DIG I URVEYING YELM WASNINGTON DRAWN Br: NA. OGB 1119 NA.1Wf REVISED PER CITY COMMENTS DATEDIII8105 1-800-424.5555 42006th Avenue. Ste. 301 , cNecuD Br: SLC 10(2006 DPC ASBUIlTS IMPROVEMENTS APPROVED POR COflSTRUCfION S-13 Lacey. Washington 98503 11 360 493 6002 512007 DPC REVISED PER CITY COMMENT54112J07 ~ ~ ~~~ ~ ( ) - (360) 493-2476 Fax SEC. 24, T17N, R I E ~ oATE: 5(2007 TAHOMA C<. 4 CARLY CT. 4 TERRA C(. er: oare - oertLDPMPNr Rtvrew eNraNeeR COfISUIIDg CifOUp A MASTER PLANNED COMMUNITY BY I ^ = 5d 5C^" STATIONS 0+00.00 TO I+70.00 4 STATIONS 0+00.00 TD I +87.83 SHEET 64 OF 73 TANOMATERRA,LLC oe aSTAnoNSO+oo.ooTO1+e7.7s APPROVALtYPIRfS -.. 8EC.24, T 17N, RI E. W.M. STEP SEWER FITTING TABLE -25.5' ~ 29 • I I ~ TERRA CT, STA. I +87.75 O I CL I GOTH AVENUE ST0. 7+48.45 31 - "~ t: 32 I' - 5!- t.. 1 $ ~i_ F 39 I R16 ~+ ~~ 40 li 4i TYPE STATION OFFSET MISC. 2" TEE SEE 5HT 5-9 I O.d LT THRUST BLOCKING 2-2" GATE VALVES 2"TEE SEE 5HT 5-9 I O,d LT THRUST BLOCKING 2-2°GATE VALVCi 2"TEE SEE 5HT 5-9 5.5'LT THRUST BLOCKING 2-2" GATE VALVES I -CLEAN OUT W( GATE VALVE 0+6.34 5.5' LT PER DETAIL 7 20 ON SHT,S-14 I LLEAN OUT WI GATE VALVE -0+41,33 12.0' LT PER DETAIL 7-20 ON SHI'.5-14 I -CYAN OUT W) GATE VALVE -0+41.28 12,d LT PER DETAIL 7-20 ON SHT.S 14 SERVE BO% - CIf6U1 INWSRtlES YODEL N0. 141 BB MRI BN.IED XNOED COVER CR EMIAL COVER YARgNG TD RGD 'SEVER' :PUCE TD EXSnNC Ng IN xoN-mAmc ARUS) 14 CAUCE iCNINC 14 CA INSUUIED COPPER R1MNC Y9m MRE MM 9177 CaYNEC1IX5 IND 9'dCF TONING Mff FOA 31MCE Ip f6:Ai 91PoNK TAPE GR~wE MNNNIIE Id11NC YMS ANO MUP SPUCE MiN NGi FWNN TAPE EnslNc PYC SNP 3 - iEP TANK STEP YNN CONIB:GT TO YN. DGBRNG PVC 1' SaIEOUIE '~~ uxE w Pvc svP Y x I' REDUCER PVL SMNC CNEIX IF fm9ARm VALV£ SL v N 1' BALL VNVE, A v 4 1' BALL VALVE N v SL 1- PVC NIPPIE SL v ~ I' v YNN OIA PVL AFIIUdNG 1EE N v5L A7X OR RPE SMOU: (~C . 0x19® 9%PlKL BlY CdN14 tlq. W0m 9AGA21xP tlA14 TYPICAL 1" SERVICE CONNECTION ArPRDVm DM;. ND. PUBUC MGANS WIECiDR DATE 7-2 PMX PMX MTO 4/11/DO AS-BUILT 04/07 I10RZONTAL CONTROL WASHINGTON STATE PIANE COORDINATE SYSTEM a TNURSTON COUNTY NIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PERTIIURSTON COUNTY HIGh1 PRECISION NETWORK ~'~ CONTROL POINT N0. 837 '. ELEVATION 349.235 AFSfOAARON 6URFALE gE REBfORARDN iM31F ABOVL EFE RESfaURdl TABIE Y FlN9i a1ME ~. ,. BACNFlLL SFF ~ ~ m S ~ RESifRARCN fAB1E ~° ~ NNNiNN 90E SIDPE 0.S STEEP u~ ~ Lac ~..-. AS P059BU: 'p WE E BEDDING FCR 0~~. %~~FIEIIIBLE PNE /- RR 0.0. n~l ~I PIPE W.1Y PRE6SVAE a . 24' GRAMTY W RESTORATION TABLE 1 9MfAGE moan BAmIW KgvAPM9/ tVx GawArn9x 9olxa onWR AERAren7ns W19® 4' ad9m £ Ell SpfCf BA0Y4 FlY91 QfAII RIAll E SYDO7N a CM95TANT 911PA9 IIfP CttIH WIPALf 10 P9 W1H aurxG A; PAIPYDB S YN CAADF B AL P MIG PhA x' 00191ED 31ELT NLPLL MRI RDIDNAY IO LMOM N YL avw wAm WYS smrA¢ TM roLrs IXIPALT m nv RYRa Ax9 KLWS 9GPf9 AlN1 YA1CM WNORIE 9AN.VS (eAVEYRr/9GLWNNI WiW DQING muwErt rgwas 91Ed KADWRL (dIPA4T rD o$ rW fY51NG FM91 rmuW. Alq ant xmARssm/ PLAwN6 Dxa wRL stAU a uw/uxmsYE GVTR a YN. nx A rw Ra ~~ ~ swam a mmsrAxr Wn1 am rN aA9E WAgMfp vrAa: X/A ~~ N ~ exaclu Y uM m4Mc MME a 91WM TYPICAL PIPE TRENCH wPRDV}a Dwa Na an ExaxEER DATE 7-3 PM% PM% MTO 4/11/00 B~ P'-0' B' Poa1 Np. 910 YAIVE BOY, DR EalAl MIX COVER I V YARIWG w READ 'SEYFR' frxP ) YP PVC freE MRI k s Y as GLH TMY 10P IXRFAOFD PWG 6' Pot RPE A51Y D - 7004 (MII7E ri GTE vuvE YA-en BExD CONCRETE idYNC WAE BLOIX CaAVECi 10 YNNNNE usE EAPAN90N FRDNG6 AS fm911Rm Y0 SCX m PVC PPE i9al VALVE W/sOLNHi WF1D J9Ni5 "°TE: clTV aF YELM 1xE z' vuYE YAY BE Bat . BEU DEPT. OF PUBLIC WORKS ArllacamACTaRSaPna+ TYPICAL END OF LINE CLEANOUT APPROMD DVA:. N 0. ~1 7-LO RINK MSIRNS aRECiai OAIE A JEO PMX PMX MTO 4/11/00 `vALYi cc vigiui YNK B' CLEANDUT AS 21Y PoB® PVC RISER PER WSDOT W/ fX7Li DN FlBERGU55 STANDAR50 PLAN UD BY amNCO at EWAL Y Rao M'191 rAADE 91ALL INBUURON BE MMN I'} i/A' 6-1Bp coma m7m DF Tro a uP. EgsRxc caouxD I ~I~M.1% 14 GAUGE IONINC MRE r GIXFlLL 1/Y PVC iRLE UNION B.MI VNVE Ire. BOM 90E5. I' PVC TRUE UNION BALL VA1V4~ I_ '1 1 1' PYC uNgN THREADED CAP 12'0 PIPE SLOPE U -POLreROPVtENE S a TN nrnNc 1' SCNEDUU: w P 51RNrmR CLEANOUT OA I' PVC ELL 9AM INSPECTION PORT i' SgIEDUIE RO P1C IPr NIPPLE PVC RPE SEtF TAFPNG PVC SAODUE RWAC NODEL JM OA EWN. MINUY Cf C PRESSURE SEMJi YAW ACNN1 NAB DRNN ~~ RACE IN A NON-iRAFFlC AREA, UNION J9Ni5 SHNL BE sOLIENT VBIDm. CITI' RJ FlETD LOG1E. TYPICAL SEWER AUTOMATIC AIR RELEASE VALVE APPRrnED rnc. xD. PUBIJC MXN6 dREC10R DALE ~-, MI. PMX PMX MTO 4/11/00 ~ /'` EXTEND EERNCE lME / IC BEYWD BAIX OF a SIDEMAD! 7YrTGL ~~ ~. sDEwAUC ~idllNG MRE NCE VANE BO% (2) 7' NBI SYB1 CHEac YAL1E 1' ~I BNL YALYE Yxl'A i' TEE BU9BNOS axe Y SEANCE LNE ~ 2' KBI SVAN INSTNL TEE OA TAPPNG dPCN VANE SADDU: (RO4AC) OR EWN AB APP0.01RD Y THE dtt 2' IX 1Ea1 eAU vuYE RNNC MRE siJ:P. 4NN SEE FOR 92E CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL DOUBLE re E ~ N ~ 0 ~ Q TDM SERVICE CONNECTION i X 1m1 O /JI IDY Dl D 0E APPRONm Dxc. Na. 7-25 dtt WYNEEA DATE A Jec JEC SEC Mro 6/D1/eI 8" TRAFFIC BEARING CLEANOUT RING AND COVER DETAIL N.T.S. A ~ ~ ~ I _ •) ~ ~ ~ TDPIYIEW TOP MEW TOP IVIEW WYE • , F SIDE (VIEW . . • ~ ~..:'I ~ 4 TEE SIDE VIEW CROSS SIDE VIEW GATE VALVE HORIZ. BEND t 1~ ~~ L /; . 4~ 'S'~ TEE WITH PLUG CROSS WITH PLUG CROSS WITH PLUGS PLUG OR CAP 45' - 90' VERTICAL BEND CT11' OF YEiµ WA8f91QTON Ol3'f OF RlBL1C WOPofB No~ES: 1. CONCRETE THRUST BLOCKING TO BE PouRED AcuNSr uNDlsruafiED EARTH. STANDARD BLOCKING DETAIL 2. PLASFIC BARRIER SHALL BE PUCED BE- TWEEN ALL THRUST BLOCKS BFITTINGS. /nilvYD ~~ 3. ANCHOR REBAR DIAMETER. SHALL BE 5/B' MINIMUM PI191C YARNS DIRECroR GTE 6-13 OB 9Ml CqX 017E ES JEG JEC 6/2005 ROADWAY AND UTILITY IMPROVEMENTS ,oswDMerR: oaloa REVlsloxs CALL UNDERGROUND LOCATE TWO DE51GW8UILD RN DesIDNEDBr DATE BY DESCRIPTION DRAWING NO. clva•TRANSPORTATION TAHOMA TERRA DIVISION ' 1$IZ : 10/31 NA.TWT REVISED PER CfTY COMMENTS DATED IOI24p5 WORKING DAYS BEFORE YOU DIG I PtANNING•SURV1l1NG YELM WASFIINGTON DRAwXDr. DGBNA 1119 NA.1Wf REVISED PER CITY COMMENTS DATEDI118105 SANITARY SEWER 1.800-024-5b55 4200 6th Avenue. Stc. 301 1 , N = cnecKID Dv SLC to/2co6 DPC AsauILTS APPROVED POR CONS7KUCTION 7'14 1~ Wcep. Washington 98503 49 60 ~ 512007 DPC REV18ED PER CITY COMMENT54112/07 SYSTEM DETAILS X ~~~~~~ (360) 3- 02 e3GO) 093-2476 Pa% SEC. 24, T17N, kIE ~{, DAB, 512007 er Da7a DEVELOPME1rr KEVlew er,GINEEr Consulting Group A MASTER PLANNED COMMUNITY BY 54A . St1EET 65 OF 73 TAIIOMA TERRA, LLC m ' nPPROVatannus: ' fL TAHOMA BOULEVARD STA. 3+82.00 EXISTING PROPERtt LINE CL CARLY lANESTA. 2+10.00 PROPOSED ROADWAY C{ A R15 ,~An - EuISrINGPRQPERttuNE ~ I 1A FH#1 ~ .. 9~` ~ /` ~_ ~''~ 7+00 6+00 5+00 4+00 °o ~ 3+00 I 2+00 - m i+b0 T ,, s~G ~' gkp0 ~ - - t I L- - _, ,r .. ' ~, r I ~ Imo. y " i_ .___.. a- BI6RELENf10N CELL -BOTTOM ELEV=934b ~1tr' I; BI042ETENTION CELL ~ B0I TOM ELEVxi35.2 S ..%..~=-. I F k I N O~ ~ / L f o j I ~0 /' }~ J +~p ~j~p~y !!~~ rryyqq rr~~ryry ~y i; py 'I ~'' ~ GC7 ~P ~U ry rpq " 1-56' RM!-I CARLY LANE SEE SHEET RW-12 TAHOMA BLVD. EXI571NG PROPERTY LINE IA 355 ~ ..... vrl srti -mss+ao oa - ' 355 :.. ... _. i... o _... DI :. . ,. _ : of .. .. ~ ~-: ~. ° I ° g 350 ~ I I ~ ~ 8 °~ 350 `.. -~ _. a m ~ m m ^7 m ° mm ~ ~ ~ d a 1 ° ° < 111I - ... _. IXISTING • GROUND '. .. N+i m 2 ~m N . a 11 ~ m ~ _ ,. ~ w~w 345 .. a ~ ~ 31m ~ mi ~ ~ ~ ~ k ~ ~..~ .. 345 ~ r ~~ > .. . _ _ PROZOSeD ~Gw~ 340 ... _ ~ - = - .~' _ ° ___ r - -- --- --- _ -- - 9sDR __- -- - --- .. 340 ' ~ '' o5 , ow, '..~~. , 12•SDp _ ~,, . .,I16.~ . ..a~. 12'SDO 335 , .. ~6 FH . ~s ~°° PH 335 p.. m - . _~ ' ~ .2201 LF~-IfY RW ~ , , ~ ~ ._ _ 1A O 1 , 330 TAHOMA BLVD. ...... 330 p.... o!''..- O=^ .m ~!.._.' m ~ cD Y .. . m ~ ©m m ~ ... _.O ..'.,~ ~ ;m ~. _.m ~- m'm ...'O.P? m_m m N' ro O Ln m a - m N:.. m m n N m v" m Q m'N '-.p N ,~ m ~m `~ Q mm ~ mm m.;© n O m o:.. m v. :-. 325 Oi. m,. m0 '. 'm...+ mo .` . m .... mp . m ON " ..'OV .'O to O._ m m. . _- O: O m. ' m.m ` `m ` . !.. m ,om ......om O om O. o~ O mm;.... ' 1... m m m mm m~ .m m m m m m mv m 325 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 I+50 I+00 0+50 0+00 -0+50 HORZ.-1"=50' VERT.-1"=5' fL TAHOMA BOULEVARD STA. 0+00.00 BEGIN LIMITS OF CONSTRUCTION SCALE: 1'=50 FEE7 0 25®0 REUSE WATER FITTING TABLE TSf ~1 99fiigVf. SE N a '^ 1;PXASEI N 3 a s9Trcwnrsf ? _ o ~ PN ASE2 ~ ~ ~ u IpJi,7 AVE, Sf ~..-_ ~ U (~~ ~ ~ SiRFtT Sf KEY MAP SEC.24, T17N, RIE, W,M. TYPE STATION OFFSET MISC. CONNECT TO IX. 10'REUSE WATERMAIN 0+00 21'R7 FIRE HYDRAM ASSEMBLY d I A 2+00 47,5' RT fL = 341.24 AIR RELEASE ASSEMBLY 4+25 21' RT ASSEMBLE IN SIDEWALK NOTES: I . SEE SHT. NQ G-2 FOR GENERAL NOTES. 2. SEE SHi. N0. G-3 FOR HORIZOMAL LAYOLR. 3. SEE SHT. N0. W-0 FOR(POTABLEI WATER NOTES. 4. ALL REUSE WATER PIPE SHALL BE PURPLE PVC C900 PER CITY OF YELht COLOR 7ANTONE 512C'. 5, ALL REUSE WATER FIRE HYDRANTS SHALL BE PAINTED PURPLE PER Cltt OF YELM COLOR "PAMONE 512C" 6. ALL UTllltt CROSSINGS WITH Lf55 THAN MINIMUM CLEARANCE,. TYPICALLY 18'1 SHALL HAVE SAND CUSHION INSTALLED BETWEEN PIPES. 7. RE-CLAIMED WATER ON TAh10MA BLVD. IF 0.NY RE-CLAIMED ENTERS A PROPERtt WITH POTABLE WATER THE PROPERtt WIL18E REQUIRED TO HAVE A REDUCED PRESSURE BACKFLOW ASSEMBLY. AS-BUILT 04107 HowzoNrAL coNTRQL WASHINGTON STATE PLANE COORDINATE SYSTEM t '~ THURSTON COUNTG HIGH VERTICAL DATUM PRECISION NETWORK NGVD 29 PER THURSTON COUNTY HIGH PRECI810N NETWORK COMROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS aoaNUmeER, 04104 REVISIONS CALL UNDERGROUND LOCATE TWO DESIGwauaD R" DE51NfDB ~ DATE BY DESCRIPr1oN DRAWING NO. GIVIL•TRAN9PQRTATION TAHOMA TERRA DIVISION -1 &2 Y ~ 10131 NA,TWr REVISED PERCIN COMMENTS DATED 10124/05 WATER REUSE SYSTEM WORKING oars sEFOREYOU DIG I PIANNING•SURVEYING WASh11NGTON YELM oRawxaV: NA 1119 NA.iWf REVIBEDPERCIttCOMMENTSDATED 11/8105 1-800.424.5555 42006th Avenue. Ste. 301 ' . in cnecrcED av: 9LC 1012006 DPC ASBUILTB IMPROVEMENTS APPROVED FOR CON5IRUCIIDN RW-1 . L~ Lacey. Washington 98503 ~ 5/2007 DPC REVISED PER CItt COMMENT54I12f07 13 601 4 9 3-6002 L~, ~'~ (3 6 01 4 932 4 76 Fax SEC. 24, T 17N, R I E pA DATe~. 5!2007 ~ DALE. DEVaoPMeur xEOiEw ENCn+fER Consulting Group A MASTER PLANNED COMMUNITY BY r = sa 5G0jt TnnoMA BLVD. SIIEET660F73 TAIIOMATERRA,LLC oe ' sTArloNSO+oo,0oro9+0o.0o APPROVUExPIRES REUSE WATER FITTING TABIF 355 - : .. i .. .. :. ~ ~ _. I I , :._ 355 _. I ml ' 350 . al 350 _ ! Ni _ o l w ~i 345 ° ' 345 _ io ~ ~I+ „I aN >i- m_, m ~Q II 340 . . ' 340 rPROPJSfD fF 6RADF ' _. GROUND _ --~ D.50% 335 -- ---- ,. _ _-_I_ - I z• so, 335 - -_ ~ ,-- ~d IrsDp __ 12'SD vO ... ?~ C 330 Iz so0 ~6'u" ~ 330 . ' 4' S5 : 325 - . . _~ , , e _ ., _.. . T~1HOM~1 BLV~~. .. ~ ~ '~ 325 __. __ m ,..., P ,.. ° -''m m ~ p._ 'm:n aim o ' ,~.n._ . .ml .. _,.; ~, m` ~n,o. ~ ~.~. .m ~a . m m . .a? :. -,.. m y ...m ~ m a .. ,.~y ~ ..... ..10 0 :m ~ 1. ~ ~. n? N ,m:r; W ~,. v .m ,~ ~, i. e.. m a .. ~ .. I m ~. .min, ,N.. ~i~ ~ m ~` - 320 m m m ~ ;m.m.. ui.v . m~'m ,~ v m.m- m o I ~ ~._. m m m.~.,.- ~ m . .~ ~ Lo `~ ,. m.~ ..:1D m .. m m ...''m ~ ,m m n~ m,m. . ~ n - m,m m m m m= ~ m m•m m n m m - ~ ~In . .m'm. ~ ro n mom m ,°j m "' .P m 320 m ~mm m`m m,m; m m. m m m ~ mlm m Im m. 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 II+00 10+50 10+00 9+50 9+00 HORZ. -1" = 50' VERT. -1" = 5' ¢ TAHOMA BOULEVARD STA. 12+ 10.12 CL BERRY VALLEY DRIVE STA. 3+65.58 BERRY ~A<<EY SE~Rf~E SE .~5&~ o^.RW. ~ 2 SCALE: 1"=50 FEET 0 25 50 100 3A 3B I . SEE SH(. N0. G2 FOR GENERAL NOTES. 2. SEE SHr. N0. G3 FOR HORIZONTAL LAYOIfI'. 3. SEE SHr. N0. W-0 FOR (POTABLE) WATER NOTES. 4. ALL REUSE WATER PIPE SHALL 8E PURPLE PVC C900 PER Cltt OF YELM COLOR "P0.NTONE 512C". 5. ALL REUSE WATER FIRE HYDRANTS SHALL BE PAINTED PURPLE PER Cltt OF YELM COLOR "PANTONE 512C" 6. ALL UTILItt CP.0551NG5 WITH LE55 ThIAN MINIMUM CLEARANCE. TYPICALLY 18". SHALL HAVE SAND CUSHION INSTALLED BETWEEN PIPES. 7. RE-CLAIMED WATER ON TAHOMA BLVD. IF ANY RE-CLAIMED ENTERS A PROPERTY WITH POTABLE WATER THE PROPERTY WILL BE REQUIRED TO HAVE A REDUCED PRESSURE BACKFLOW ASSEMBLY. I TAIIO MA BLVp- Q } ii d~ P ~\ Sp 99fi':AVf. 5f '.PNASEi n 3 99th': WAY SE i i ~ PNASEI-~~ u loom gvE.se ~ Uu..~`a IF Loa SIP~Eff SE KEY MAP xrs. SEC.24, T17N, RIE, W.M. TYPE STATION OFFSET MISC. FIRE HYDRANT PSSEMBLY M3A 9+75 47.5' RT FL = 339.17 - 2" STUB 0lJT AS-BUILT 04107 HORZONTAL CONTROL WASHINGTON STATE PLANE COORDINATE SYSTEM a THURSTON COUNtt HIGH VERTICAL DATUM PRECl510N NETWORK N6VD 29 PER THURSTON COUNtt HIGH PRECISION.NETNORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ,ceepMeez oa la9 REVI51oNS CALL UNDERGROUND LOCATE TWO DESIGwauaD p~'~"~p~ ~' rr DATE BY D6CRIPTION DRAWING NO. avu•rRANSPORTATION TAHOMA TERRA DIVISION -1&2 F ~ IGI31 NA,~ REVISED PERGITYGQMMEMSDATED10,29I05 WATER REUSE SYSTEM WORKING DAYS BEFORE YOU DIG ' I PLANNING•SURVF1NG WA511INGT~N YELM DRAwuBY: NA IU9 NA,TVJT REVISED PERCIttCOMMENTSDATEDII/8105 1-800-424.5555 9200 6th Avewe. Ste. 301 , ~ cnecrctp 6r. 5LC Iq'2DD6 DPC ASBDILTS IMPROVEMENTS APPP.OVEpEpRC~NSTRNC11pN RW-2 ~ ~ Lacey. Wa9hington 98503 Q 3 ~ 5/2007 DPC REVISED PER CnY COMMENTS 4112/07 ( 60) 493-6002 ~1~ 11 (3601493-2476 Fax SEC. 24, T 17N, RIE ~ 5/2007 pne: aY. pATE, pEVfLOrNfurRevIEWENaufYe Consulting Group AMASTERPLANNEDCOMMUNITYBY I ^ = sd 50A1~ ranoMA BLVD. SHEET 67 OF 73 TAIIOMA TERRA. LLC m sTArloNS 9+co 0o To I B+oo.DO AFFROVgL pflus sF rnnoMA Bow. tPr <z CL TAHOMA BOULEVARD STA, 21 +20.1 1 a m s9rniAVf. sf 4 LONGMIRE STREET STA. 0+00.00 '7 N ~ ~' '.PHASE? ~ ~ x ~, ~ 5P ~~ a ~ ssrn wnrsf a~' ~ ~ s PHASE 2 I ~ s ~2 QDA AV£ SE pRNE ~ ,~ 5A ~ ~ • a~ s~, ~ ~ p" ` sre~ INSTALL TYPE III BARRICADES MERCIA--W A ~ 1$ ~' 9 x PER DETAI l 4-5.9. SEE SHEET R-14 CiOM 9FF yl1EE1 R /; ' ~ ~ ~ ~ ~ ' ~ x KEY MAP 3D"'u ~' ,:~.. ~ `NO Op SCALE: 1'=50 FEET +.rs. ~ I • ~ 5EC.24, T17N. R1E W.M. • -: r '. I O ~ D 25®D T I R E ~ ~ i A ~,~ A ~ ~ ~ ti9kG ~ ~~ / ire.. '..n TS~C- ... ...-., ~ .. ...- I ~( ~,~ _~ r ~ I I ~~ R'~~`"~- ~~~ ~ ~ ~DkOD .~` ~ f' REUSE WATER FITTING TABLE - ~~ ~ I ~~~ N3 ~-,lv r "'~ ~ ~ w ;%'%':~, ,~ - TYPE .STATION OFFSET M15C. / i if ' O ~ . ` Z~.FDU < ~ ~ '~v,Y 3 STUB OUT 4" RW W/TEMP. &0 22+40 21' RT 1 ~ ~ 1 ~~~ ~ ~ i ,t,,". ~ CAP END 10" RW WITEMP. B/0 22+50 21' RT y A ~ 5 10'%4' TEE W/TH BLK 22+40 21' R7 c~ ~ I F ~ ~ '~~~~ ~ ~ I-I d'GATE VALVE W/TH BLK I 1 ~ , , C ~. ,Y eJ' I -4" GATE VALVE W/TF1 BLK 1 I ~-~ `/ ~ ~ '"~ ~ 5A FIRE tttDRANT ASSEMBLY %5A `' 18+35 47.5' RT R = 33896 -- J ~ ~ 6 CAP END 4" RW 22+40 87' LT ~2, S +~ 1 ~ ~~ ~ s3 6E S ~Et SE CL TAHOMA BOULEVARD STA, 2 I +80.42 ~,ONGM R HEFT RW.A END OF CONSTRUCTION UMITS END CURBIGUTTERANO SIDEWALK tT 4 RT TAHOMA BLVD. HORZ, -1" = 50' VERT. -1" = 5' NOTES: 1. SEE SIfT. N0. G-2 FOR GENERAL NOTES. 2. SEE 5M. N0. G-3 FOR HORIZOMAL lAY0l1T. 3. SEE SM. N0. W-0 FOR (POTABI~ WATEP. NOTES. 4. ALL REUSE WATER PIPE SHALL BE PURPLE PVC C9C0 PER CItt OF YELM COLOP. "PANTONE 512C'. 5. ALL REUSE WATER FIRE HYDRANTS SHALL BE PAINTED PURPLE PER Citt OF YEUd COLOR "PAMONE 512C". 6. ALL UTILITY CROSSINGS WITH LE55 THAN MINIMUM CLEARANCE. TYPICALLY 18". SHALL HAVE SAND CUSHION INSTALLED BETWEEN PIPES. 7. RF-CLAIMED WATER ON TAHOMA BLVD. IF ANY RE-CLAIMED ENTERS A PROPERtt WITH POTABLE WATER THE PROPERTY tMLL BE REQUIRED TO HAVE 0. REDUCED PRESSURE BACKFLOW ASSEMBLY. AS-BUILT 10106 HOWZONTAL CONRROL: WASHINGTON STATE PIANE COORDINATE SYSTEM 4 THUPSTON COUNTY HIGH VERTICAL DATUM PRECISION NEN/ORK NGVD 29 PERTHURSTON COUNTY NIGN PRECISION NETWORK CONTROL POINT N0. 837 ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oBNNMBfw 04104 REVISONS CALL UNDERGROUND LOCATE TWO DeslcweulLD RN TT oe51GNED Br DATE BY DESCRIPTION DRFlWING NO. G1VIL•TRANSPORTATIGN PLANNING•SURVEYING TAHOMA TERRA DIVISION -1&2 . : 10,31 NA.,~ REVISED PERGITYGOMMENTSDATEDIOl24,DS WATER REUSE SYSTEM WORKING DAYS BEFORE YOU DIG ' I YELM WAyhiINGTON puwmBr: NA II/9 NA.TWT REV15EDPERCITYCOMMENTSDATEDII/8/05 1-800.424.5555 42006th Avenue, Ste. 301 ~ , 2 cnecrJ:o BV: SLC 10!2006 DPC ASBUILTS IMPROVEMENTS nPPROVeo FOR CONSTRUCnoN RW-3 ~~ Lacep,Washmgtrn98503 (360)493~ao2 ~ ~ 512007 DPC REVISEDPERCITYCOMMENT54117J07 ~~~ ~~ (3601493-2476 Fax SEC. 24,T17N,RIE ~ 512007 °nie Br. oa1E: otvaor NrRtvlfw orGiNrx Consulting Group A MASTER PLANNED COMMUNITY BY I ° = sa' s`"~' rAnoMA BLVD. mf R EET 68 73 TANOMATERRA, LLC oe STATIONS Is+oO.oaro27+o0.00 arPROVAiexPlnes yN OF _ : .,. ~ ~ ; . . '~ • ~ ~ , ~ ~ TAHOMA BLVD.1 ~ '~ ~ ~ )+0 I 6A 6+00 - - _ 5+00 5A • ~- ..r:. +DR , / 7A f •.. J QO i / ~ ~ ~ pax ~~~ 9T cy.. ,,, SF~~2 ' ~ :•k Fed ST OQ '`~~r,~ o~9Y/ 'PiG~~ ~~ '~ ~~ V~~ ~~ ~~ L ~, ~ / ~~~ 7 r / , ~ / C ~/ ~~N ~ z ~ S~MrRFSr,~ fT lry' SF ~'~ SCALE: 1'=50 FEET 0 25 50 10D 4v. \ "w' II ( I y~ to ~ I lo' ,Z ~ I 2~ 27 26 ~~ ~4 I~ I CONDUIT WIRE SCh1EDULE SvMBOL VAULT• CONDUIT WIRE CIRCUIT NOTES I J8 2 I I2' PVC 6AICU - FFIDER FRDM S9MCE PB 2 112' PVC 6AICU - LONGMIRE TBD BY PSE 3 PB 21/2'PVC 6AICU }7-I 4 JB 2 112' PVC 6AICU H-I PB 2 112' PVC 6AICU n-1 JB 2 112'PVC 6AICU H-I PB 2112'PVC 6AICU H-7 JB 2112'PUC 6AICU n-I PB 21/Z'PVC 6AICU H-I JB 2 II2" PVC 6AICU H-2 PB 21/2'PVC 6AICU H-2 JB 2 112' PVC 6AICU n-2 PB 2 U2"PVC 6AICU n-2 JB 2 112' PVC 6AICU H-2 PB 2" PVC 4A2CU H-3 JB 2' PVC 4A2CU H-3 PB 2" PVC 4A2GU na JB 2" PVC 4A2CU H-3 PB I' PVC 2A4CU H-3 JB I"PVC 2A4CU H-3 PB I"PVC 2A4CU H-3 JB I" PVC 2A4CU H-3 VAULT TYPES ARE JB (JUNCTION BOX) AND PB (PULL BOX) TAHOMA BOULEVARD I ~.~/ AMPERES FEET LINE LOSS TABLE POLE(S) LOAD N0. LOAD' (AMPS) CUMULATIVE LOAD (AMPS) DISTANCE (FEET) AMP-Ff AMP-Pf TOTAL I4705ERVICE I4 2 2 68 136 136 731014 13 2 4 86 344 480 12112A TO 13 12112A 4 8 324 2592 3072 IIIIIA1012112A IIII IA 4 12 312 3744 6816 10 TO I I P 10. 10 2 14 355 4970 11786 9 70 10 9 2 16 86 1376 13162 818A TO 9 818A 4 20 359 718;1 20342 7 DA T08/8A 7pA A 24 299 7176 27518 616A TO 7 pA 616A 4 28 306 8568 36086 S 15A TO 616A S ISA 4 32 276 8832 44918 4 TO 515A 4 2 34 228 7752 52670 3 TO 4 3 2 36 86 3096 55766 2 TO 3 2 2 38 31 I 11818 67584 I TO 2 I 2 40 86 3440 71024 LUMINAIRES I - 14 @ 40GN 'LOAD = (LUMINAIRf WATTAGE/240V)x 1.2 2A MA%IMUM ALLOWABLE LINE LOBS = 8% MAXIMUM VOLTAGE DROP = 240V %,08 = 19.2V ACTUAL VOLTAGE DROP = 9,4v ACTUAL LINE L055=9.4V 1240V= 3,90~- ~' ~: ~O ,J ~ ~, ,•~~,~ ,0 P~ ~~ h B irr ratim~.: a_._ -sl FI ~ m 3 99~9:A f. SE ~.PNASEI ~, 991 r 5E ~I ~ PHASEI ~ I i op M AVE 9f 5 ~ 9 ~ ., b u / +, '. / - 5lRE~ 5f KEY MAP „ rs SEC.24, T 17N. R I E. W.M. CARLYLANE 32 19.5'Ri 81MED1400 4d 8 1+35 TA110MA BLVD. LUMINARESCIIEDULE 940VOITSAC POLE OFFSET FROM L.L. TYPryDISTN/ATT (HP5 LAMPS) PO HT. LE ARM STATION 1 39'RT Il[I MED 1400 4d 8' 0+10 2 39'LT II[1 MED 1400 4d 8' 0+10 3 39'RT IQI MED1400 40' 8' 2+50 a 39' LT III I MED 1400 4d 8' 2+50 5 d Tdl MED1400 4d 8' 4+40 SA d ]III MED 1400 - 8' - 6 0 IIII MED 1400 4d 8' 6+80 6A d IQI MED 1400 - 8' - 7 0 IQIMED1400 4d 8' 9+20 7A O IQI MED 1400 - 8' - 8 0' IIII MED1400 4d 8' 11+55 8A 0' IQI MED 1400 - 8' - 9 39'RT D(I MED 1400 4d 8' 13+95 10 39'LT D<I MED 1400 4d 8' 13+95 II d $/MED 1400 4d 8' 16+35 ILA d $I MED 1400 - 8' - 12 d III/MED/4C0 4d 8' 18+75 12A d II/MED 1400 - 8' - 13 39'RT 1111 MED/400 90 8' 20+50 14 39' LT Jd I MED / 400 4d 8' 20+50 GENERAL NOTES: OI STREET UGnTING SERVICE CABINET SUPPLIED AND INSTAUED 8Y OWER PER CITY OF YELM SPECIFICAT10N5 (NON-METERED). 02 JUNCTION BOX TO SERVE A8 SUPPLY FOR LONGMIRE ST. SE STREET LIGHTS AND A5 PULL BOX FOR TAHOMA BLVD. STREET LIGHT CIRCUIT(S), 03 TYPICAL LUMINAI Rf POLE SUPPUED AND INSTALLED BY OWNER PER PER WBDOT SPECIFICATIONS. O4 TYPICAL JUNCTION BOX SUPPLIED AND INSTALLED BY OWNER PER WSDOT STANDARD PLAN J- I I a. 05 SONOTUBf FORMS TO BE REMOVED TO BELOW GRADE LEVEL AND POLE BASES GROUTED IN. WMINAIRf HEADS TO BE PLUMB AND LEVEL. 06 CONCRETE LUMINAIRE POLE BA5E5 TO BE CONSTRUCTED PER WSDOT STANDARD PWJ b I b. O LUMINAIRf /POLE TABLE SHOWN ON SHT. LT4 O PULL BOXES AS REQUIRED 0.T ROAD CROSSING PER CITY OF YELM SPEC]FICATIONS. O USE FIAPCO POLE A20-585 WITH AMERICAN ELECTWC PART A315-105-MR-240-R3-FGXX LUMINAIRE. ON FIXNRf A32 ONLY. I 0 ALL INTERIOR LIGHTING TO USE PULL 80XE5 SUPPUED AND INSTALLED AS PERPSDOT STANDARD PLAN J-IIA. I I STREET LIGHTING SERVICE CABINET SUPPLIED AND INSTALIFD BY OWNER PER Cltt OF YELM SPECIFICATIONS IMETEREO FOR H.O.A.1. AS-BUILT 04/07 HOR120NTAL CONTROL, WASHINGTON STATE PLANE COORDINATE SYSTEM 4 THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NERHORK NGw z9 PER TnuRSroN couNTr nIGN PRECISION NErwnRx CONTRO-i POIM N0.837 I ELEVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~opNpMeEx orlon REVIS1oas CALL UNDERGROUND LOCATE TWO DESIGN16uILD a •TR P F pesloufeer sM DATE BY DESCwPr1oN DRAWING NO. vlL ANS ORTATON PUWNING•SURVtl1NG TAHOMA TERRA DIVISION -1&2 ~ DGB IDI31 NATVJT REV15EDPERGIttGOMMENTSDATED10I24105 LIGHTING PLAN WORKING DAYS BEFORE YOU DIG ' I YELM, WASHINGTON pRAV4lgr~ .NA IIl9 NA.TWT REV15EDPFRCITYCOMMENTSDATEDII/8105 1.800.424.5555 420D 6Eh Avenue. 5te.3D1 ~ Z' CrIfCKfp 6v 5LG 10~z006 DPC ASBUrTS A~RavEp eoR eoesrRUCTwu LT-1 Lacey, Wa9hlnyton 98503 ~~ (3 601 4 93-6002 SEC 24 T 17N R I E ~ 5!2007 DPC REVISED PER CItt COMMEM54112107 AND SCHEDULE ~ ~ '~ I36o( 493-2476 Fax . , , A MASTER PLANNED COMMUNITY ~ 5/2007 pATe. ar. onrz. P Consulting Group BY sc"~' pnE~o MeNTFtvlfwfucNf~e 69 73 TAHOMA TERRA. LLC ro AwROVA~ evnP,ES SHEET OF ~~i~ N Q, ~~ 1~u r I I 0 35 34 33 32 3~ 3~ 29 ~ '$~~ ~ TAHOMA BOULEVARD SCALE: 1'=50 FEET 0 25 50 10D ^ _ ~ _ Q ~ °I 4+00 0 3+00 ~ 2+00 1+00 I+ 8 ~4 I CII •T w.Li~J' e~RRr V / <l Q~ i ~~~(///~ SF sf?h} T PHASEI N 99tH w-~ s~ - PNASE2 ,•L, SCALE: 1'=50 FEET 0 25 50 100 CARLY LANE SEE SHEEP LT-I • ~ _-_ _ - - ~ ~ ~^ Q :;~ ~Gv ~„- _ TERRA VIEW ST. _ - - ~ '+ o - y - iz+oa 13+ o - SE~ • /»k0 14+00 15+Op 33 16+00 ` - _ _'" ~ ~~ l' ~ -- T - _ _ q _ -- _ - - 17+00 --' '--' ~, _ _ F,' x GO / ' i ~ I ,}~ /,~.- •/' ~ ~F~I~} ~' 1 , , 3' 3R :~~ 4'~ 41 42 ~~ ~+~ 4;7 4bot ~ ~~ " 9 i I I Y ~~ ~ D L' D i 'J1 / I ~~' / 9 ; 8 ~?~ i ~C' ~ ' ~ 18~ I - I FI ~ ; 1:3z ~ 1 ~~~ _j 5 ; 56 ~5 54 ~ ~ r• ~, ~~ ;,a x 4 I'I 4 4°~ 1, `; of 7 ~;~ /~ - - .~. r: I y ~- -,l o--~ _~ _^99TI~- AVE, _ ~ ~ 2+00 3+00 ~ 4+DO - 39A $+00 6+~00 - -` - + - - ~ - ~ _._~ 40 - - - ~' 7+00 8+00 10 -- ----~ .~ - _ ~ ---- , o h~, ~~ __ ~ 1 1 ~ 1~--1__T__T__1__~__ ~ TERRA VIEW ST. SE TERRA GLENN SEE SHEET LT~3 SEE SHEEP LT-3 KEY MAP Nis TERRA VIEW /TERRA GLENN LUMINARESCIIEDUIF ~nnvnirsnr 33 39 40 POLE OFFSET FROM C.L TYPFJDISTN/ATT (n P5 LAMPS) POLE 71T. ARM STATION 22' lT III I MED 1100 30' 6' 15+40 22' LT III I MED 1100 3G' 6' 7+75 22'LT IIIIMEDl100 30 G 19+75 99Th AVE LUMINARE SCHEDULE z4ovoLTSnc POLE OFFSET MF/DIST/WATT POLE STATION FROM C.L. (HP5 LAMPS) HT. 0.RM 39A 22' LT III I MED 11W 3D 6' A+44 GENERAL NOTES: OI USE nAPCO POLE p20-585 WITH AMERICAN ELECTRIC PART ®315-105-MR~240-R3-FG-XX LUMINAIRE. TYPICAL TOR ALL LIGH(ING SHOWN ON THIS SHEET. O ALL INTERIOR LIGHTING TO USE PULL BOXES SUPPLIED AND INSTALLED AS PER WSDOT STANDARD PLAN 1 110. AS-BUILT 04/07 nORZONTAL CDNTROL wASrn NGTON 5TATE PLANE COORDINATE SYSTEM 6 THURSTON COUNTY HIGH VERTICAL DANM PRECISION NEhkORK NGVD 29 PERmuRSTON couNTV HIGH PREa51oN NETwoRx CONTROL PDINT N0. B37 ELEVATION 349.235 D6IGWBWLD CIVIL•TRANSPORTATION 1 I PIANNING•SURVEnNG ~ ~ `~ ~ ~^, 1 Consulting Group 4200 6th Avenue. Ste. 301 lxry. Washington 98503 1360) 493-6002 1360) 493-2476 Fav ROADWAY AND UTILITY IMPROVEMENTS TAHOMA TERRA DIVISION -1&2 YELM. WASh11NGTON SEC. 24, T17N, RI E A MASTER PLANNED COMMUNITY BY TANOMA TERRA, LLC J06 xUMCfP,. D4!04 06WNf0 BV. SM DRAwn eY DGB. NA CNECKCD Br. SLL DAT[. 512007 swt Rtvlsloas PER CIT' COMMENTS DATED I PER CITY COMMENTS DATED I ASBWLTS 411 LIGHTING PLAN AND SCHEDULE CALL UNDERGROUND LOCATE TWO WORKING DAYS BEFORE YOU DIG 1-B00-424.5555 ArrROVED roR wNSrRUnbN BY DAir. DwaoPMein REVIEW ENGmEtT( APPROVAL IXFlRPS- DRAWING N0. LT-2 sneer 70 oP 73 / \,\~ TERRA VIEW SEE SHEET LT-2 I I 177 176 175 1 160 174 173 172 171 I ~ 159 ,o 1~ ; 158 I 162 163 164 165 ~ 157 166 167 168 ----- -- 10 -- -- -------- -- --- _ _` _ -,~~~ - --~ - -- ~ F- - -' - -99TH WAY SE IrUIVI IVI U IV I PARKS 170 I. 169 I ~I ~~ 5+pp ~"\ ~.. . _ 5$ 59 60 61 62 63 64 65 66 fi7 D VI I N 77 176 175 74I73I72I 71 70 169 68 TERRA GLI SEE SHEE7 Ll I I NI 0 °I II 4 I NI SCALE 1'=50 FEET o zs®o s unouA eEw. e y 991 ~~VE. SF3 "NASE' ~ o cF. T 17N, RIE. W.M -- -- i__I----I--1--J- --I-_ _I-__ J o 0 TERRA VIEW/TERRA GLENN y _ _ ~ _ _ , 3e LUMINARE SCHEDULE z4ovoLTSac ) 6+00 _ +Q~ '- -'-- - -N - -- _ ,_ _ POLE OFFSET ttPFJD15TNJAn POLE 8+00 9+D FROM C.L. IHPS LAMPS) ry7, qP~, STATION . _ I ~I 30 22' LT III IMED / 100 3d 6' 0+50 ~ ~ 31 22' LT Ill J MED I I W 3d 6' 2+45 ~ ~ 34 22' LT Ill l MED 1100 3d 6' 24+95 N I ~ W ~ 38 22' Rr III I MED 1 I W 3d 6' 8+75 ~ 41 22' RT IIU MED 1100 30' 6' 27+30 146 145 =:: 78 79 80 81 o°I 9 82 g3 , 7 _ I ~ 99TH WAY N r I ~ LUMINARE SCHEDULE 240 VOLTS AC ~: ,. ~'~ , POLE OFFSET i1PFJDi5T/uVAn POIE STATION ~ ::I FROM C.L. (HPS LAMPS) HT. ARM NI. ~(- 31A 22'LT II11 MED1100 3d 6' 4+75 143 144 ° ° 8 gg ~ f . . 87 86 85 84 I o I U f~ 100TH AVE _ I _ LUMINARE SCHEDULE z4ovoLTSac - - - - - _ _ - - - - - - ~ a POLE oFFSEr TYPE1DISTnvAn POLE STATION - - - - - - _ _ I I 2 FROM C.L. INPS !AMPS) HT. ARM _ _ i 35 22' RT 1111 MED 1100 3d 6' 2+00 6+pO ~ 7+Dpry ~ 34 36 22' RT III I MED I I CO 3d 6' 4+65 ~ 37 _ AT'~0 ~ B+pD 9+0 37 22'RT IIIIMEDI 100 3d 6' 7+15 -. _.. - .~_ _ __ _ ~_ _ ~ _ e_ I ~ I 102 1Q1 ~ ~ ~~ _~. ~ :) 'i - LUMINARESGHEDULE z4ovoLTSAc 1 ~~ POLE OFFSET TYPEIDISTANAn POLE 1 ~O ~1 i III, ~ ~ STATION FROM C.L. IHP51.kMP5) M. ARM ~ . TAHOMA CT. 26 22' RT IIIIMEDI 100 30 6' 0+60 103 100 ' ~I+ V 91 _ ': N I 1 U { + ~ 27 22'LT IIIIMED/ 100 3d 6' 0+60 COLE CT ~ ~ ~ . p i 1 ~4 2B I ~ OI ~ TERRA CT. 28 22' LT III l MED 1100 3d 6' 0+60 I £ ~ ~ ' I ~ ~ 105 I 98 ~ ~ ~ ~ ~~ ~ GENERAL NOTES: ~ 93 :' # I ~ ~ I N -I ij OI USE HAPCO POLE #20-585 WTH AMEWCAN EI~CTWC PART :f 106 N `i v I' + #315-105-MR-240-R3-FG-XX LUMINAIRE, iWICAL FOR H C7 ; O LIG (ING SHOWN ON ALL ROADS ON THIS SHEEP E%CEP( - 94 7 OI ~~ LONGMIRE 5T SE. (SEE SHEET LT-4 FOR LONGMIRE 5T SE) • I 41 ~„ ^I ~ 02 ALL INTERORLIGIITING TO USE PULL BOXES SUPPLIED AND INSTALLED AS PER WSDOT STANDARD PIAN J- I I A. 10{ 96 I ~ ~ - 95 ` ~ I ~ ryORIZONTAL CONTROL: ,~#I ~... ~ WASHINGTON STATE PIANE -Z ~,,~:,,.~ O I : ,~ COORDINATE SYSTEM -.r- , .,~ 1., - 1 O I ~ ; ' THURSTON COUNTY HIGH ._ pO I I -'" I ~ I ~ I ~ y~ ~ PRECISION NEnNDRx VERTICAL DATUM 9+DO ip+00 _ + "+00 _: _ 12 DO ~ ' NcvDZ9 AS-BUILT _, '- ~ -u-i;~.~:,,. ..~.~._ - . :_V ~ J,-,1 ~ ' `~ + i ° ~ ~ PER THURSTON COUNtt HIGH PRECISION NENJORK COMROL POINT N0 837 ` "" . - _ . , .~..y `-~" . `~` ~ r. /I . ELEVATION 349 04/0 235 . ROADWAY AND UTILITY IMPROVEMENTS ~oaNUMaER. 04104 REVISIONS CALL UNDE GROUND LOCATE T oESlGweunD GIVI •T P T T ~ DE5"N~a.: SM DATE BY DESCRLPrION R WO pRAWING N0. RANS IdN L OR A PLANNING•5URVEYING TAHOMA TERRA DIVISION -1&2 'A 10131 NA.TW( REVISED PERCITY COMMEMS DATED IO/24I05 LIGHTING PLAN WORKING DAYS BEFORE YOU DIG ' ~ YELM WASHINGTON DRAw,t ar DGB. NA I I/9 NA.TIM1R REV15EOPERCITYCOMMENTSDATED 111&OS 1-800-424.5555 ' 42006thAven"~.Ste.301 La W h t 99503 , i cnECKEDBr: SLC IOI2006 DPC ASBUILTS APPR~VEDPDRGDNSTRUrnoN LT-3 E ~ cry. as ing on ~ (360)493-6002 T17N SEC 24 RIE ~ 512007 DPC REVISED PER CnY COMMENTS 4f 12)07 AND SCHEDULE ,~, ,, (360) 493-2476 Fax , . , A MASTE P A D O s" 5IZ007 DAB' er: DarE: Consulting Group NNE MMUNITY 8Y R L C TAHOMATERRA,LLC m SCAIE D[VELDPMENT RNIEW ENGINEER nPPROVnLEMHRES: SHEET 7 I OF 73 _ _ r ip i 1 . _2~1 ~' V ~- ~•'•' ~\ 0 wy ~x~ ~' •~~. g ~ ~P Z0 x x BERRY VALLEY DR. SE TgxO 3fFSMq e~~0. / I / / 2 3 4 ~//1 0° TFR Q~ 3Pf ~ V~ / 6 J S"~crFW / 29 r .~ ~ ~, ~ ~,,.~ ~ `\ _`\ 17 • ..,~~ TAT, 3x~ ,~ ~ ~ AS-BUILT 04/07 HoRIZONTU coNTROL: WASHINGTON STATE PLANE I COORDINATE BYSTEM 6 THURSTON COUNTY HIGH VERTICAL DATUM PRECISION NFRNORK NGVD 29 PER TnURBTON COUNN HIGH PRECISION NETNORK COMROL POINT N0. 837 ELEVATION 349.235 s rnnouA efw f~ a (~ L 99TH AVE. 9f -.PNASEI n 3 9911r'WAY 9f b W PNASEI ~ I corn AuE. xg i / ~ ~ OG d~, / \ < ~ _ / ~~~ .C KEY MAP LIT 5 SFf 76 T 19u RIF W r,A BERRY VALLEY DR. SE LUMINARE SCh1EDULE z4DVOLTSac POLE OFFSET TmFJDiST/uVATT POLE FROM L.L. (HPS LAMP51 Hr. ARM 5TAT10N 21'LT IIIIMED 1400 35' 6' I+00 21' LT III IMED / 400 35' 6' 2+75 LONGMIRE STRPET SE LUMINARESCIIEDULE z4nvolTSAr. POLE OFFSET FROM C.L TmEIDISTrwATr fHPS LAMPS) Po~E HT, APB STA710N 19.5' LT III / Mm 1200 35' 6' 0+70 19.5' LT III I MED 1200 35' 6' 2+50 19.5' LT Ill /MED 1200 35' 6' 4+40 19.5' LT III I MED 1200 35' 6' 6+20 19.5' LT 1111 MED 1200 35' 6' B+OD 19.5' LT Ill / MED l2W 35' 6' 9+80 19,5 LT IIIIMED1200 35' 6' 11+35 19.5' LT III / ME0120C 35' 6' 13+25 GENERAL NOTES: OI CONTINUATION OF TAnOM0. BLVD. STREET UGHTING CIRCUIT(S) SHOWN ON 5HL LTI. 02 STP.EET LIGHTING SERVICE CABINET FOR TAHOMA BLVD. 3o PADMOUNT TRANSFORMER WITH LOCATION TO BE VERIFlED BY PUGET SOUND ENERGY. 4o U.G, PBE PRIMARY LINE. ACTUAL LOCATION AND CONDUIT 51ZE(B) TO BE VERIFIED BY PSE. OS USE HAPCO POLE 1720-867 MATH 0.MERICAN ELECTRIC PART k325-20S-MR-240-R3-FG-XX LUMINAIRE, MICAL FOR ALL LIGHTING SHOWN ON THIS SHEET, 06 USE HAPCO POLE #20-585 WITH AMERICAN ELECTRC PART N315-105-MR-240-R3-FG-XX LUMI NAIRf. TIPICAL FOR FIXTURES k24 4 25 ON BERRY VALLEY DR 5E, 07 ALL INTERIOR LIGHTING TO USE PULL BOXES SUPPLIED AND INSTALtFD 0.5 PER W500T STANDARD PLAN J- I I A. 00~~ ~_ \ 'v~~.• ~ \ a 8 ;.~ ~~ ,..~ ~ - ~ TERRA GLENN ~~.`.,. x00 ~ i .w -„r,,...z:,..,,~~ _ - SEE SHEET LT-3 _ _ _ ~. ,~ -_ ~~~- - _ LONGMIRE ,~~f SfDO ~~ -~:.., - -- _ _ - - _ _ +fI. .. ... STREET SE _; _~- ~~ s+DD _ ~~. .~~.~~ ..~ ..~, ~T. ~, ~•~ 23 -- ~ ~t _ X13+00 ~ 111111 ~ ~_" 9+00 1D+00 +' -' ~ ~~~-^~ _ - Illlp ~ ~ _"'~' ~ ~ 11+00 2z 12+00 ~ 41111 - . _ _ - -_ ...= s _ _ ~ _,c:._r... „, -_ ROADWAY AND UTILITY IMPROVEMENTS ,oeuunaefR o41oa REVISIONS C DESIGNrBUILD GIVIL~TRANBPGRTATI°N ~' of51~"`oe.. BM DATE BY DEBCRPTI°" ALL UNDERGROUND LOCATE TWO DRAWING No. PIANNING•SURVEnNG TAHOMA TERRA DIVISION -1&2 xp . la3l NA,TWT REV15EpPERC1IYCOMMENTBDATED1024105 LIGHTING PLAN WORKING DAYS BEFORE YOU DIG I YELM,WASHINGTON oxnwu Br DGB. NA II/9 NA.'M~i P,EVISEDPERCITYCOMMENTBDATEDII)8105 1-8D0.424-5555 42006thAven"~.SCe.301 washln fatt to 98503 = enfeAmB... 5LC Ia2006 DPC ASBUILTS awROVfoeaueousrRacnal LT-4 ~ ~ y. y n ~ ~ (360)493-6002 SEC 24 T17N RIF ~ 5!2007 DPC REVISED PER CITY COMMEMS 4112107 AND SCHEDULE , ' , 1360) 493-2476 Fax Consulting Group . , , A MASTER PLANNED COMMUNITY BY ~ °af. 512 ar., oaTe. ofvf~oPmfrrr rfvrzw fur+"F~R TAIIOMA TERRA, LLC ~ 5CA1~ awaDVA,gnvts Sh1EET 72 OF 73 SCALE: 1'=50 FEET 0 25 5D 100 24 25 16 i7 18 19 20 21 22 23 IXISTING PROPERTY UNE i _ .. ~ COMMERCIAL 14°'. '•~ ~ "°°~ ~~^ - r6 COMMERCIAL / ~ ~°° "`" \~ TRACT"D" ~ ~ 11 TRA9ACE" ,~ /° /; _ _ - 1 ., ''~yv'~:i2u :' ,.SAC \ ~ ~ • ~- ~;, ~ - >a . V X ~~ ~ ~ ~ 190 IBS 35 34 33 3 3 70 29 26 27 26 25 ® •\\ j 197 __ _ - - _ 24 \ ~ 1~ ~` r ts3 1s2 / ~ ~. ~' rl~-TERRA I ST. S p - / ~ 8 ~ ,1P° _ rNro ~ ~ ie.oo -'~ ~~'~ - ( 23 EXISTING PROPERtt LINE I ~ _ / ~~ 1~ ~ __ __ __ - - _ '/ / 195 ~ - ~- - - - - - I 22 188 167 16fi 185 36 ~ 37 38 39 40 41 42 43 44 45 46 8 ~r~ COMMERCIAL ~ ' 1s6 / ~ %(PPl \ ~ TRACT "C" / z1 197 ~~ ' 2.15AC ~ ~ / p I / E V ~ ~ ~ 196 / ~ ) 178 179 160 181 182 183 164 57 ~ 56 55 51 53 52 51 50 49 48 47 ~ I 19 g PP !~ 1ss " `~ ~ ~ - - - - - - - -- - _ I. 1 16 to ~ ~ 200 ~ - i ~ ~ _~ _ 99TFj AVE S ~ I 201 - - - - - - :wm --' - e.`m -'-rwo-' - e:m - I (PP) ~~ I 18 ~ - -- - I- ----- --- - - 1 R 1fi1 _ 2 17 ;~~~ COMMERCIAL I zo3 ~ II 160 177 ne ne n4 na 17z m vo ~" se 59 so s1 62 e3 s4 es s6 s7 ~ I 6 12 rRACr "s^ ~`~ T.T4AC I ~ ~ 159 S D I I N ~ ~~~ ~ . 2W I 158 ~ 15 \ I I 2~a 1 I II 157 162 163 164 165 166 167 166 169 d. 77 76 75 74 73 72 71 70 69 88 I I 1 6 \`~__ -_ __. __ - _-_. - _ I 206 I I ~ _ - _ - _ - _ _ - - - _ _ _ _ 13 ~' ') m 2m ( „^, ~_ _ 99TH_WAY SE m - 8 ~ f' g - _ \~ ~ Q I ~_- _ N00 1Hf0 ~ ~ CHO -~\ } ^ O I t 206 1 - _ - - _ = »co e'ao I ~ 12 \- =I I 1132 - _ ~` ~ COMMERCIAL ~ ~ s'~8 I 1ss tss 15a 153 1s2 151 1so b "~~ ~ VA I' I ~$ I I 131 149 146 147 146 145 JB 75 80 81 82 83 8 r ~ I 11 \. TRACr ^a^ x 210 ~ ~ \ 2.82AC € = ~ ~'{ 139 FV TSU NE' ~ ~.\~ A 217 I IK(8 II 129 133 134 135 136 137 136 139 140 141 142 143 144 88 66 d 87 08 85 84 8 \, I 212 ~__ .-__ _ __ $ 9 13 r ` __ - - --- - _ _ _ I 4 ,` I 4 ~' •- a,m _- ~~DOTH, AVERSE ~ - - - - -_ I 6 r.oo--- - -»- _ I «w ~\ l~ 213 I !8 ~ . - _ - t° e~ao " i.oo e.m - - 214 I ~ 127 123 I 111 113 ~ - - ~ I 111 _ I i0z m1 I o 4 I / I 12fi 22 II ~ r__ \ 1 ~8 215 II 8 ~ I 115 112 I U I 103 100 II ~ ~I g1 fi ,~ 125 1 1 WI 81 /^ ~. ~ ~ /" f 116 1 1 / ~ 104 9 ~~Qryryl 8I 5 J/ I I U / IOtIY 92 I 4 ~ ~~~'/+ ~ . ~• / 124 !l I ~ `{'/ro 1 0 117 110 I 105 98 I ~ 93 I / 3 ~ ~•~ . \ 119 118 109 \ / 106 q7 1 i7 ~ gf ~ I ~~ I , 2 ~`~~ ~\ - ~ 108 107 96 ~~` - - , -~ ~;` ~ ~'~ ^ .PARK ~~ ~ -' _ °~-•~~~ a ,,~ _ ,~~ - ~»PP 5t,-~Re ,/ -~P~ m -- _ ---- TAHOMATERRA ~ ~~ ~~-~~ ---- MASTER ?LANNED COMMUNITY D I M S '-0 N S 3; 0 8 2 3 4 5 IXISTING PRD°ERTY LwE C C C C C C C C C to I I 12 C 14 SCALE: 1'=100 FEET o so T® D fC.24, T 17N. RI C W,M. v v 5 SIDEWALK OR IO IJTllltt v a.. v ~. ~ EASEMENT r 5'TYP v v'..a. v `a - I ~ ,v v - --°~ L C V nL.Qg ~y.~ v Rv9 TYPICAL ROLLED CURD. WSTALL CONCRETE SLAB AND GUITE~~IN PLANTER STRIP FOR NOTES, MAILBOX MOUNTING I . OFFSET 225' RG11r FROM GESTATIONS TO MAGBOX MOUMING POLE. TYPICAL ON ALL LonnDNB. 2. FOR DOUBLE MAILBOX LOCATIONS. SPACE MOUNTING POLES I C' APART CENTERTO CENIER 3. SEE PLANS FOR CEARIFICATION OF EITHER 5' SIDEWALK OR 10' UTILItt El5EMENT BEHIND CONCRETE SIAB. TYPE 3 - 16 UNIT CBU MAILBOX DETAIL. NOT-TO-SCALE MAILBOX LOCATIONS ROAD NAME STATION 100711 AVENUE SE ! +00-00 IWTn AVENUE SE !+10.00 IDDTN AVENUE SE 3+65,00 I00Th AVENUE SE 6+20,OC IOOTn AVENUE SE 8+10,00 99Th WAY SE 6+84.00 TERRA VIEW f TERRA GLENN 57 SE I2+95.00 TERRA VIEW I TERRA GLENN ST 5E 13+05.00 TERRA VIEW I TERRA GLENN ST SE ! 8+20.00 TERRA VIEW I TERRA GLENN ST SE 18+30.00 TERRA VIEW I TERRA GLENN 5T SE 21 +00.00 TERRH VIEWITERRA GLENN ST SE 2~+!D.00 TERRA VIEW1 TERRA GLENN ST SE 23+30.OC TERRA VIEW/TERRA GLENN ST SE 23+40.W n aV 'PHASE 1 9, PNASE 7^wAy- AS-BUILT 04/07 NORIZONTAL COMRDL WASNINGTDN STATE PWNE COORDINATE SYSTEM 4 TItURSTON COUNTY I11Gn VERTICAL DATUM PREC!510N NETWORK NGVD 29 PER TnURSTON COUNTY HIGH PRECISION NETWORK CONTRO. POIM NO. 937 EIfVATION 349.235 ROADWAY AND UTILITY IMPROVEMENTS ~oSm~mSU Da;o4 RE~~IBIOrIB DEBIGwSUa° DArE BY pSCPoPr10N CALL UNDERGROUND LOCATE TWO pRAWING N0. c"IVIL•rRANSPDRTATON TAHOMA TERRA DIVISION - 1&2 ocslcueo6Y MD.^ WORKING DAYS BEFORE YOU DIG IANNING•SURVEYING IW31 NA.TWf REVISED PER CITY COMMENTS DATED IO/24105 DeA1+M B+' NAVAL I YELM, WASHINGTON "!9 NA.TN' REVISED ^EP, CITV COMMENTS OA•ED '~, 178x05 1.800-424-5555 42D06ttAvenue.5te 3D N CNECR~6, 5~G ID20O6 pPG ASBULTB MAILBOX PLAN MB-1 ~ ~ Lacq. Washington 98503 2 AwRtrto Foe co~rsrxualou `~, ~', (360!493-6002 512007 pPG REVISED PER CnY CDMMENT54112/07 SEC. 24, T 17N, R I E e„ oa,[ (360;493-2476 Faa {1p nnrc 512007 oe~emn,inn Pr; rzw [ncw¢P. Consulting Group A MASTER PLANNED COMMUNITY BY TAt10MA TERRA, LLC o~/zsro9 5CA1Li nPPeova~ vPlus SHEET 73 OF 73