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LUA00-161 - Large Format
11/02/00 FIELDBOOK: 1610—3PP DATE: DRAWING NO: PAGE: l| JOB NO: WILKINSON UTILITY PLAN ar PRELIMINARY PLAT OF EX. CB RIM=203.00 INV=199.45 10° NW \ EXISTING FIRE HYDRANT \ olen TAL ROT HEIGHTS ADD cr os 0 oe ; . rm Leu . \> i Ly he ast dp) fe | / ! o\a gl a 10’ CURB CUT wie vy \ [os (TYP.) ¥ y 'Q/ * / 3 3 ye {== 2 ne ee an Pa an os W W wl \ \ EX EF \ 4 |W W\ +—— w\ —— is Wy) xe ! EXISTING ,8° EX. CB, TYPE |! RIM=189.96 INV=186.96(12"ADS—SE) PAPER SPACE: YES PLOT SCALE: 1° = 20° RENTON Planning/Building/Public Works Dept. CITY OF A & 7 3-) | = 4 Tv \ |__S. 22ND\PLA 1 ae 4 mE oR gta ie tale L- : 3 7 oe 4 SS ! bl Ke | >i a é ae ~ +] is po tt + e E \ — 7 —\*— -e- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ rd ain12” x i 12.88: i A * \ / 1 \ / CB# 1,/TYPE | W/ SOLID LOCKING LID STA. 0423, 10’RT / (CONSTRUCT OVER —\/ EXISTING 6” PVC) / VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 20’ ONE INCH AT FULL SCALE iF NOT ONE INCH SCALE ACCORDINGLY MSH WSH APPROVED: CJA DRAWN: SURVEYED: DESIGNED: APPR DATE N TOP) re PLUG AS) ERMANENT ‘2” BLOWOFF\ PER \ O.R. STD. PLAN 8105 YON \ \ \ Y NON \ \ \ \ \ WOT '2.\ ON \ NX \ NON \ \ Ny \ \ ho 4 " \ \, \ \ \ \ \ \ \ ~ me * \ , % % \ ON \ ‘ \ \ NN \ \ \ ‘\ x \ ts ON cl 43, TYPE \ G \X wet BE (MATCH ~ \ \ EXISTING ROUND) 7 \ \ INV=170.90 ‘AR AND ~ RIM=186.70 NNV=183.70 % \ N \ . RIM=189.51/ \ ‘ \ \ SMH# 2 y / INV=186.05 \ wtrers Te. \ STA, 2445, 5.5'RT / , TYP. RM=487.42 0 Ve _——~ EXISTING 6” \ Vy INVEIBS2200 NN AY SnIVATE ~ 20) PAVED > ROOFDRAIN / \ are an DRAINAGE \ “EXISTING ‘6” T —s—: _I, EASEMENT —- —. |_|, , SIDE SEWER ~g= STs —— 8 ge — sys sA_-2—_3 1, 0S $ $ ING ST 3+00 fx — EXIST. FOGLINE $ —— G a" Ne sD ——— sp eaatieatien ds ~—— EXIST} sD Paes —— 5 —_ 192 STA\2+50, 7'LT \ \ & 26’ PRIVATE EASEMENT fi / FOR INGRESS, EGRESS f & UTILITIES = / 1—-FIRE HYDRANT ASSEMBLY 1-6" GATE VALVE (FLxMJ) 1-6” D.l. LENGTH AS REQUIRED 6” ROOF DRAIN © 0.50% MIN., TYP. ~N “Lota £ HOUSE STA. 0428, 4.5'LT 1-8"x6" TEE (MuxFL) W/ THRUST BLOCKING 1—8"x4” REDUCER (MuxMJ) “Lor " 2+00 $ CB¥ Koel 1S STA.0+23, 7°LT RIM=189.17 INV=186.15 5 $ TF SHATTUCK AVE SO STA: 3+45.55 SHATTUCK AVE. S. = 0+00 S. 22ND PL. EX. SSMH RIM=187,83 INV=181.38 (N) INV=181.28 (8) EX. CB, TYPE 1 RIM=187.94 INV=185.54(12" ADS—NY) INV=185.44(12”ADS—S) EX. SSMH RiIM=189.06 INV=181.86 EX. CB TYPE | RIM=189.07 INV=185.02(12"ADS—N) INV=184.92(12"ADS—SE) INV=185.024(NEW) SSMH# 1 RIM=189.07+ (MATCH EXISTING) INV=182.03+ (EXIST. — VERIFY a i PRIOIR TO CONSTRUCTION) INV=182.13 (NEW) 0+¢00 2428.55 STA. —0+09.+, 4.5'LT 1-12"x8” TAPPING TEE (MuxFL) 1-12" TAPPING GATE VALVE (FLxMJ) W/ THRUST BLOCKING EXISTING WATER SERVICE METER TO BE RELOCATED EX. CB RIM=189.02 INV=187.42 W EXIST. ROLLED INV=184.22 NW ASPHALT INV=184.02 N ie CURB INV=1835.92 E EXIST. EDGE OF ASPHALT EX. CB RIM=188,96 INV=184.46 6” W 0 5 10 20 a a SCALE 1” = 20° pq EXIST. WATER VALVE Q. EXIST. FIRE HYDRANT @ EXIST. WATER METER © EXIST. SEWER MANHOLE O EXIST. CATCH BASIN fa] EXIST. STORM MANHOLE EXIST. TELEPHONE PEDESTAL $ EXIST. POWER POLE €— EXIST, POWER POLE GUY ANCHOR -o. EXIST. SIGN = EXIST. MAILBOX ——— Wo —— EXIST. WATER LINE (LOCATE PAINT) ——G —— EXIST. GAS LINE (LOCATE PINT Wo EXIST. GAS VALVE — sp —— EXIST. STORM DRAIN atethtimnttem EXIST. FENCE LINE ~~ XREF: BY REVISION NO. XN Ny \ \ \ 10° DISPERSION TRENCH —GRADE TO FORCE ALL FLOWS ACROSS LEVEL SPREADER a my TO BE Ri OCATE EXISTING REMOVED / SIGNS, MAILBOXES & f UTILITIES AS NEEDED (TYP.) i f eos EXISTING / FIRE HYDRANT ( /\ \ EX. SSMH Psy \ \ . RIM=190.88 4 S . \ a INV=182.58 lo) NL oe ee ‘ Se > ~ - EX. CB = RIM=190.18 s lo 9 INV=185.03 12° N ~ N\ Reg Se y q INV=185.08 12” E ~ x ~S Ss \ \ S. 23RD ST. “SS \p S. 23RD "s (UNOPENED RIGHT-OF-WAY) ~ ST. s\\ | | S. LINE, SE 1/4, SEC. 19—23-5 AVOID CUTTING UNDERGROUND UTILITY LINES. IT’S COSTLY Call before you 1-800-424-5555 ENT PLANNING — DEC 1 4 2000 RECOMMENDED FOR APPROVAL BY BY BY RECEIVED UNDERGROUND SERWICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 FILENAME: Dp o0-/bl < - ee EE ee a cree as = ———== =. - ca rere TEES 11/02/00 FIELDBOOK; OF: 14 DATE: PAGE: 1610—3PP SHEET. DRAWING NO: CD: MSH JOB NO: PRELIMINARY PLAT OF WILKINSON II TREE CUTTING/LAND CLEARING PLAN PAPER SPACE: YES PLOT SCALE: 1” = 20’ CITY OF RENTON Planning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator PLOT DATE: — & VERTICAL: NAVD 1985. HORIZONTAL: NAD 1983/1991 20’ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MSH CHECKED: WSH APPROVED: SURVEYED: DESIGNED: CJA DRAWN: APPR DATE XREF: BY EX. CB \ RIM=203.00 \ ' EX. CB, TYPE | INV=199.45 10” NW RIM=189,96 ; INV=186.96(12"ADS—SE) a STA: 3+45.55 SHATTUCK AVE. S. RHE s REVISION NO. = 0+00 S. 22ND PL. 4 0 5 10 20 | EX. SSMH . ; ‘ RIM=187.83 SCALE 1” = 20 A INV=181.38 (N) —- = INV=181.28 (S) S. 22ND'PLA ge F 7 Mss tel 1 ate ie | oe ed << 4 co 4 7 4 é EX. CB, TYPE 1 RIM=187.94 INV=185.54(12"ADS—NW) INV=185,44(12"ADS-S) | a Boy f Ber alll LEGEND im | | | Sees epee ‘ te 3 i EXIST. WATER VALVE ~ “EL ° 8 {is Q EXIST. FIRE HYDRANT 7S eLL / / ) a ike) | 4 1B jy J / . . a E EX. SSMH_ 3, ® EXIST. WATER METER / / 4 ° RIM=189.06 8. / y / We a 3 INV=181.86 ® EXIST. SEWER MANHOLE oA ra / 5 | EX. CB TYPE | O EXIST. CATCH BASIN yy Z / | RIM=189.07 / / / INV=185.02(12" ADS-N) @ EXIST. STORM MANHOLE c (eas / 7) 3d! mctage cate ee ee = EXISTING 6” =185. ph ere 20° PAVED FSS 7 | | S| O EXIST. TELEPHONE PEDESTAL I. DRAINAGE [ACCESS \, Y __existine 6” Sat 6 EXIST. POWER POLE —s: — EASEMENT SIDE SEWER = s PMN ge cry 3 sy —;/ ra ve S 93 jo €— EXIST. POWER POLE GUY ANCHOR te 77 6/1) B aaa ee ee g ~o EXIST. SIGN 4+] #1 o+00 = 2428.55 = EXIST. MAILBOX > aT === a a ae D B | | —— WwW —— EXIST. WATER LINE (LOCATE PAINT) | t rT pat — —— ame _ eee eee od 3 Ll G EXIST. GAS LINE (LOCATE PINT 4 a, Fi | | ; WM EXIST. GAS VALVE 26' PRIVATE EASEMENT | fi . FOR INGRESS, EGRESS | / Z EX. CB ———— SD ——~ EXIST. STORM DRAIN & UTILITIES “ . modi i RIM=189.02 “ate EXIST. FENCE LINE 8 ; INV=187.42 W | : al 7 EXIST. ROLLED = INV=184.22 NW ASPHALT INV=184.02 N SS . | CURB . a \ oO” a INV=183.92, E IS 4 } a Ld, Fe, \ — EXIST. EDGE OF NOTE LOT 4 OT 5 ud > ASPHALT ALL TREES ON THE SITE WILL BE RE —_ HOUSE } > REMOVED. ™~ a 7 | < EX. CB RIM=188.96 / RELOCATE EXISTING x INV=184.46 6” W / SIGNS, MAILBOXES & oO / ‘ UTILITIES AS NEEDED (TYP.) 5 ’ / \ = i e338 - \ ( /\ | SS EX. SSMH \ ss /\ RIM=190.88 \ % NL Uf ‘ (Tp) INV=182.58 \ Me Ee ge A \ \ Ss _ EX. CB ) = RIM=190.18 [EXPIRES 11/30/02 | ~~ NS INV=185.03 12” N . “< SS& iS Se q INV=185.08 12” E ™ ™~ Se ~N ~ \ Sw ‘. . S. 23RD ST. “SAR S. 23RD (UNOPENED RIGHT-OF-WAY) a ST. ° ’ ” og. ¢ $89°56'56°E \\ \s “ cf S. LINE, SE 1/4, SEC. 19-23-5 / UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT’S COSTLY C all NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE D EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— g. GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 PP-00-/b/ 11/02/00 FIELDBOOK: PAGE: 1610—3PP oom DATE: DRAWING NO: cD: MSH JOB NO: PRELIMINARY PLAT OF WILKINSON II TOPOGRAPHIC MAP PAPER SPACE: YES PLOT SCALE: 1” = 20° CITY OF RENTON Planning/Building/Public Works Dept. PLOT DATE: = & Gregg Zimmerman P.E., Administrator VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 20’ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MSH CHECKED: WSH CJA APPR | roe: ‘SURVEYED: DESIGNED: DRAWN: XREF: DATE BY REVISION NO. FILENAME: LEGEND Ls! \ EXIST. WATER VALVE | \ Q EXIST. FIRE HYDRANT H EXIST. WATER METER ‘ ® EXIST. SEWER MANHOLE EX. CB \ RIM= 203.00 \ EX. CB, TYPE | EXIST. CATCH BASIN INV=199.45 10” NW \ civeina set gPADs:st) =" A ft ry ey = le 2a @ EXIST. STORM MANHOLE v0 ep) 1 PP be Dot eo Tv = Yor EXIST. TELEPHONE PEDESTAL . \> STA: 3+45.55 SHATTUCK AVE. S. , = 0400 S. 22ND PL. $ EXIST. POWER POLE €— EXIST. POWER POLE GUY ANCHOR 0. EXIST. SIGN “\o” EX. SSMH 09 5 10 20 © EXIST. MAILBOX ie W Ww | a Ww RIM2=187.83 | INV=181.38 (N) > : —— W —— EXIST. WATER LINE (LOCATE PAINT \ 1+ SCALE 1” = 20 ( ) eH ff. —— — op \ INV=181.28 (S) —-G — EXIST. GAS LINE (LOCATE PINT ! S 22ND \ PLA E @ EXIST. GAS VALVE = . Ja 7 —— sp —— EXIST. STORM DRAIN Mel Vi EX. CB, TYPE 1 RIM=187.94 -o——o-—o—o— EXIST. FENCE LINE INV=185.54(12"ADS—NW) INV=185.44(12"ADS-S) OWNERS BUD KING 26720 S.E. 216TH ST. MAPLE VALLEY, WA 98038 (425) 432-5456 B LAND SURVEYOR BAIMA & HOLMBERG INC. 100 FRONT STREET SOUTH iy ISSAQUAH, WA 98027 . " of go (425) 392-0250 - \8,750 satt \ OB GN ee | 8 13 \ \ ‘ to | E EX. SSMH ~-4 \ gl RIM=189,06 <h “zat INV=181.86 VICINITY MAP Sa Q | EX. CB TYPE | iP ia | RiM=189.07 \ \ \ — \ ; L INV=185.02(12"ADS-N) \ Re \ \ Nae \ | 26 PRIVATE EAS “ aH INV=184,92(12"ADS-SE) _ \ \ eee -FOR-INGRESS-EGR 1%, INV=185.02(NEW) > an ee & UTILITIE Sp Me “y58°31'96%w y, EXISTING LEGAL DESCRIPTION \ Seis Boag ds LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA \ 5 i: ! 99—021-SHPL. % (ALSO KNOWN AS A PORTION OF TRACT 72, PLAT \ OF RENTON COOPERATIVE COAL COMPANY'S ACRE \ TRACTS, PLAT NO. 2, AS RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON.) \ \ 8 BASIS OF BEARING PLAT OF VALLEY VUE ESTATES, V. 184 OF PLATS, | P. 45-48, RECORDS OF KING COUNTY, WASHINGTON. \ - 6 paicteaon INSTRUMENTATION " 4 6 4 INVotaz.ag W INSTRUMENT USED: 5 SECOND TOTAL STATION. \ | oO _ . Nup SN \ 1, a a EXIST. ROLLED INV=184.22 NW FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, \ . \ N L \ I: : ASPHAL INV=184.02 N : VY “+ N , < z eo | CURA MINIMUM CLOSURE OF LOOPS WAS 1:22,00 IN VN PHO \ \ N es roy \ d HI © a INV=183.92 E ACCORDANCE WITH WAC 332-130-090. cof - = - oO. T \y \ iS] \ N KO NL tof? / o wo a ” I 2 \ =]5 \ \ Sy ~ x) el | =] 1% io EXIST. EDGE OF DATUM CITY OF RENTON Nas S|} \ . L O T 3 LOT A oO] y ~ LU = ati CITY OF RENTON CONTROL MONUMENT 95, Safty Se Be -_ Si y~ Z|HOusE >i 4 BENCHMARK NO. 1551 \ | ; t 3/8” BRASS PLUG IN A 10” \ A 5 BAS sq.ft ‘ i 8,613 sq.ft><_ 7,912 sq.ft. Fi | EX. CB CITY OF RENTON MONUMENT NO. 230 \ | i _——— | MONUMENT CASE IN CENTERLINE Sar hie RIM=188.96 ELEVATION=230.756 FEET OF LIND AVE S.W. AT S.W. 23RD » ti TO BE / | al. Ye INV=1B4.46 6” W ST. (PIPELINE R.O.W.) CITY OF RENTON CONTROL co} REMOVED / ( he O ON (MSITED 1/99) MONUMENT NO. 1160 NO F a 1/2” BRONZE BUTTON WITH A PUNCH ON as Pe j a i 5 Ge A CONCRETE POST MONUMENT DOWN 0.3’ S \ Ae i IN A MONUMENT CASE APPROX. 6° EAST OF < / \ a CONSTRUCTED CENTERLINE OF EAST VALLEY % / | Wey | HIGHWAY AT THE NORTHERLY MARGIN OF AN ( A < > EX. SSMH EAST-WEST PIPELINE RIGHT—OF—WAY. \ / \ RIM=190.88 CITY OF RENTON CONTROL pa k us) ELEV. = 5.743 METERS \ \. Sa j " \ Sik: i Reino 5e MONUMENT NO. 230 COPPER ; ~ _ \ < \ 2 , NL <Tuws5 ae 4 CONCRETE POST MONUMENT $89°51°57"E _. 4 \ 75.023 > 70.022 a 25° EX. CB DOWN 0.5" IN A MONUMENT $ 1328.96" (C.0.R.) $8819'56"W (BHI) ; # = @! 12 RIM=190.18 1355.06" (ah) CASE AT THE CONSTRUCTED 1328.97" (BHI) ie al er an ren } 1 | eo 7 Lin et 1388.21 G0.R. ON THE EAST END OF S. 23rd ) S. 1/4 CORNER ag ws \ oy 1) 6 q meneneee seeui Sere COR DRIVE $6 NEAR THE 5 = ~N ’ SEC. 19-23-6 ; N \ 4 | NORTHEAST CORNER OF 9 S. 23RD ST. N ° | 6— s ’ . 23RD TEASDALE PARK. ae G > ELEV.=70.334 METERS (UNOPENED RIGHT-OF-WAY) an ‘ EDGE OF ST. 230.756 FEET DEVELOPMENT ¢ Sy ASPHALT ‘\ 9 __ | bY OF RENTON NG es ma — _— _ _ —_— — _— = — — — — es ——S na St ca — . ; a } DEC 14 2079 7 — S. LINE, SE 1/4, SEC. 19-23-5 7 ECEIVED AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY Cc all NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE D EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— ig. GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 | 7 URIS 2, HON BONE mg toaron UNDERGROUND SERVICE (USA) ol ao f- = SE 8 I = a a Eee & LEGEND | \ i ya EXIST. WATER VALVE Vy ; QQ EXIST. FIRE HYDRANT \ ® EXIST. WATER METER \ ® EXIST. SEWER MANHOLE EX, CB \ RIM=203.00 \ EX. CB, TYPE | Li O EXIST. CATCH BASIN INV=199.45 10” NW RIM=169.96 O an INV=186.96(12"ADS—SE) 5 << @ EXIST. STORM MANHOLE - EL FS 8 a O EXIST. TELEPHONE PEDESTAL ms STA: 3445.55 SHATTUCK AVE. S. ; az OL = 0400 S. 22ND PL. Go = $ EXIST. POWER POLE Ae 2 oe €— EXIST. POWER POLE GUY ANCHOR LE eke 2. EXIST. SIGN P 2% %& a maa ai I EX. SSMH 09 5.10 20 = = oO = EXIST. MAILBOX * W W | tw W\ + W\ v Ww i | RIM=187.83 a é i O ——W —— EXIST. WATER LINE (LOCATE PAINT) an » \ 1+0p \ | \ EXISTING \8" | INV=181.38 (N) SCALE 1" = 20° a aa Ys i ees | ; | INV=181.28 (S) rat ——G ——~ EXIST. GAS LINE (LOCATE PINT | $29 \ ay 1 +o m3 / S. ND'‘PLACE |! \ \ \_exst's y — ‘ oe re EXIST. GAS VALVE le. TS ee : Li l | ~-fOGLINE >! pr She - iz J Z oe bosch ert AAS ee oe A ees & —— $9 —— EXIST. STORM DRAIN gs; - San ane Ha ee a | Hal Ee & = ‘/ / py \ 1 Bs a j|-Bes EX. CB, TYPE 1 ty NRA BL God $f ni . CB, sow ale z z waeoe EXIST. FENCE LINE ATG NS OP LLLL LL AROS ON ee GR SS eT 4 | i! ee OLS nm eee ed \ rs tocteneatege-3)? Ri “a PCPS \ =e # 3 {iPass ies es a 2 RENTON BILLAGE. ' al \ | i pol . sl Doel BL . ee er M3 “5 ; ° a Is | | al ys Cad fal 3 gp | B st ~ a Bee = c Oar seat! «Bly of fx, aa OWNERS BUD KING | I 2 Ee A s 5 Z we 28720 S.E. 216TH ST. ha r Aa = (>) O SE MAPLE VALLEY, WA 98038 Zon yt tz e, =2 (425) 432-5456 Bs n a | iomsr PPEQI9\> « i ° | race al 7, Sad LAND SURVEYOR BAIMA & HOLMBERG INC. ht 4 ada fd Sa 100 FRONT STREET SOUTH - in its on —_ fe} Oo. ISSAQUAH, WA 98027 tel B | e ~ Ss (425) 392-0250 ee \ Bip al }m S, ot Poxa- 3 to | EX. SSMH ‘z aod tf k lL Bg : Ee =o ar | le} = ~ Es Y ! Ae = a — 3 T Ld vistas 2 ef ZS 2 33 ae Soe ee GE <a ren B| Bay = 181. VICINITY MAP oi as, Siting g EX. CB TYPE | £ Sa 2 ij | RiM=189.07 3g ql €2 V4 ; y / Y IHV=185.02(12" ADS—-N) as \ 26 PRIVATE EASEMENT / / “ a Y| INV=184.92(12"ADS-SE) me a a ee se ee -FOR-INGRESS; EGRESS } 7 | | %, INV=185.02(NEW) 5 & UTILITIE Ped \ 2 zs ( EXISTING LEGAL DESCRIPTION 23 \ ‘S a sop Nos Non / | LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA 55 \\ A = ae ss ss ss = 99—021—SHPL. 3. \ © — Le az y AP Oy) ae (ALSO KNOWN AS A PORTION OF TRACT 72, PLAT g é bg \ Ay OF RENTON COOPERATIVE COAL COMPANY'S ACRE 3 Vogt & : TRACTS, PLAT NO. 2, AS RECORDED IN VOLUME 9 \ 5 HL OF PLATS, PAGE 27, RECORDS OF KING COUNTY, , > a WASHINGTON.) \\ ° ii VY MYM XN NY ON NON PA TO SANS | ee ee BASIS OF BEARING N 3/ Bye NO \ 7 = Ey fe PLAT OF VALLEY VUE ESTATES, V. 184 OF PLATS, i w a28 Vy | P. 45-48, RECORDS OF KING COUNTY, WASHINGTON. & S us \ . = ve VY F Ante 1aaGo INSTRUMENTATION Ny 4 S es: INSTRUMENT USED: 5 SECOND TOTAL STATION. 8 \ \ | S]| t { INV=187.42 W \ 4; en aly | aA CED INV=184.22 NW FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, \ . Fs \ I . INV=184.02 N MINIMUM CLOSURE OF LOOPS WAS 1:22,00 IN 4 I. Wad oO” ! CURB INV=183,92 E 190. \ . Bs \ \ Slo \ q (eo) a . ACCORDANCE WITH WAC 332~130—090. ‘ oo ae oe S rel ee ! ” 2 4 = \ ~ HO) ag Np | ah EXIST. EDGE OF DATUM x| x CITY OF RENTON Vey ‘ \ AN SS an \ ‘LO T 3 LOT A 3 = @) T 5 f LL I> ASENAET CITY OF RENTON x= 3] 31.2 CONTROL MONUMENT \ \ \, 88893, 84, ft. \ \ \ \ She as Ze" ZluousE = t >, @ 2 |e |g (2 |e 3/8” BRASS PLUG IN A 10” \ Vogt je A \ . \ x aon & dul , q- 2 7,912 sq.ft. id cb ~EX. CB CITY OF RENTON MONUMENT NO. 230 a be [. MONUMENT CASE IN CENTERLINE \ \ \ \ \ \ +f. , RIM=188.96 ELEVATION=230.756 FEET OF LIND AVE S.W. AT S.W. 23RD NON \ \ \ mph TO BE / s “ - * a \ \ \ ~OIN INV=184.46 6" W a ST. (PIPELINE R.O.W.) CITY OF RENTON CONTROL \ y SONY oo} REMOVED / O 4 a, (MSITED 1/99) MONUMENT NO. 1160 A NYO / < 1/2” BRONZE BUTTON WITH A PUNCH ON \ : LYN \5]= j > Ge A CONCRETE POST MONUMENT DOWN 0.3 \ \ w IN A MONUMENT CASE APPROX. 6’ EAST OF Vy \ Mey \ < / 7 “ Ge CONSTRUCTED CENTERLINE OF EAST VALLEY N en ON \ / T | 5 ° LAST. WEST PIPELINE RIGHT: TOP WAY. as \ 8 OK Se < > ee Soa CITY OF RENTON CONTROL [4 ~e Ur : = ee * (VISITED 1/99) ELEV. = 5.743 METERS vi \ % % YoY OY \ \, SA a. RUN 190.88 MONUMENT NO. 230 COPPER ray (18.842 FEET) Ay *, i , VN \ % ~“ NA 4 s CONCRETE POST: MONUMENT \ SS co $89°51'57"E otean b XN \75.Q23", _ 4 \ 75.023’ Ss cy [Neg EX, CB DOWN 0.5° IN A MONUMENT 1328.96 (C.0.R.) / S$88'19'56"W_ (BHI) ; % T ) << =x Lo. RIM=190.18 1355.06" (BHI CASE AT THE CONSTRUCTED ae oe (eH 1004.92" (BHI) \ N\A \ \ ae ° LG INV=185.03 12” N 1355.21" CGR. RS eae ae . ero ea & q INV=185.08 12” £ sete see GENO STREET, WEST OF BENSON S. 1/4 CORNER ~ | DRIVE SE, NEAR THE SEC. 19-23-6 5 NORTHEAST CORNER OF 2 S. 23RD ST. O— s * §. 23RD TEASDALE PARK. GC ELEV.=70.334 METERS (UNOPENED RIGHT-OF-WAY) * ST. 290.756) FEET DEVELOPMENT ig aerial 5 | . E1oy ENTELANNING Fo : Le ‘ z \ ! DEC 14 2 S “ he Pa — S. LINE, SE 1/4, SEC. 19-23-5 / RECEIVED « AVOID CUTTING UNDERGROUND UTILITY LINES. 17S COSTLY . NOTE: Call EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE D EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- g. GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES : 1-800-424-5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. Fi s CALL BEFORE YOU DIG: 1-800-424-5555 2 2 UNDERGROUND SERVICE (USA) q Cc CD: MSH JOB NO: STA: PAPER SPACE: YES 1” = 20° PLOT SCALE: PLOT DATE: XREF: FILENAME: A ex — Planning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator fo) ale (] a I. st Eee Nk Zot Ef 2 ee- B LL fo) S= & az oa ~B “se = qs=5 = ZX BO == fa fat oD) ina au Ru 7, exe) et, EY fy — Sye= RIM=203.00 INV=199.45 10” NW 7 A 1 tom rn PNOrN I & pm F<r ret F4r-1 Ly ws ot Pte s Naa roe rN Vs ses be v SF sey ' ee an | 1 LS t YVoryesbvoue Vroa / f / se Ly - \ = Be 7 : ao ee 20° PAVED ) __ 4 5’ PRIVATE -- TT DRAINAGE ACCESS \ at —s —, —[, easpuest _ Ly a ts 8 [8 (TyYP.)8 + oy i F ® 2 ——f/_ J : < ERE op ¥\ +— v\| —— Ww, —— +0p | | \ EXISTING \8 i\ i “Tt \ Tv iM \ \ —_ \ EXIST. FOGLINE Noy Ae fe 24 io i T ! t \ \ OR I ee \ \ | \ \ | \ \ \ \ SHEL |r q y EX. CB, TYPE | RiM=189.96 INV=186.96(12"ADS—SE) ” 5g | I sd fh Zz) ‘pool | H jh Bo ef oat Bil | EF | ian 2 ad | | 1 “2 Fl a ? a Fay } Bias ° BT | > | nal tS f- BF | 0+00 u ell 2428.55 rsh | [hi 26’ PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES 0+00 S. 22ND PL. EX. SSMH RIM=187.83 INV=181.38 (N) INV=181.28 (S) EX. CB, TYPE 1 RIM=187.94 INV=185.54(12"ADS—-NW) INV=185.44(12"ADS—S) EX. SSMH RIM=189.06 INV=181.86 EX. CB TYPE | RIM=189.07 INV=185.02(12"ADS—N) INV=184.92(12"ADS—SE) INV=185.02+(NEW) EX. CB RIM=189.02 STA: 3445.55 SHATTUCK AVE. S. b fT * 98 o @ awa yp 0 5 10 20 LS 2s | SCALE 1” = 20° LEGEND EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXiST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. WATER VALVE FIRE HYDRANT WATER METER SEWER MANHOLE CATCH BASIN STORM MANHOLE TELEPHONE PEDESTAL POWER POLE POWER POLE GUY ANCHOR SIGN MAILBOX WATER LINE (LOCATE PAINT) GAS LINE (LOCATE PINT GAS VALVE STORM DRAIN FENCE LINE CUT VOLUME = 300+ CU. YDS. FILL VOLUME ge 33 iB io 2 2 = 58 ° 3 N sli: Hl w|i a/@5 te ore < Ae i a], 48 a. |2 {2 18 a Qa a t tu << a > a Zz 9 n ow fe) Zz 3 INV=187.42 W a 7 EXIST. ROLLED = INV=184.22 NW ; : | aoe INV=184,02 N ¥ Hd O°] 2 INV=183.92 E : aip i Nis RE ' Y LL x, LOT 4 vous 7 LOT 5 aes a A b < EX. CB RIM=188.96 / RELOCATE EXISTING al | MS INV=184.46 6” W / SIGNS, MAILBOXES & EO / UTILITIES AS NEEDED (TYP.) * i) / \ dg ra } ee A \ iN ay NY Lad ( /\ EL Pvt EX. SSMH NC / fas “4 RIM=190.88 . Beg a Ll oN t ALO INV=182.58 © NL Fee A _ t \ Doe “= rN HW | 25" EX. CB =— RIM=190.18 \ lite INV=185.03 12” N a SS “SSG a oo 1) f INV=185.08 12” E S I -: SN \ 4 S. 23RD ST. SS Ve | S. 23RD Se (UNOPENED RIGHT-OF-WAY) SSN epee oF ST. ~“ \\ ASPHALT _ _ _ _ _ _ _ _ _ \8 _ = _ - \= ge S. LINE, SE 1/4, SEC. 19-23-5 7 AVOID CUTTING UNDERGROUND UTILITY LINES. IT’S COSTLY Call before you Dig. 1-800-424-5555 500+ CU. YDS. RECOMMENDED FOR APPROVAL BY BY BY UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 oe Pp-00-/6/ DATE: 11/02/00 FIELDBOOK: PAGE: 1610—3PP ‘SHEET: DRAWING NO: CD: MSH JOB NO: WILKINSON ROAD PROFILE STA: PRELIMINARY PLAT OF PAPER SPACE: YES 20° RENTON Planning/Building/Public Works Dept. CITY OF PLOT DATE: Gregg Zimmerman P.E., Administrator VERTICAL: NAVD 1988. HORIZONTAL: NAD 1983/1991 ONE INCH 1” es 20° AT FULL SCALE IF NOT ONE INCH SCALE: SCALE ACCORDINGLY MSH CHECKED: WSH CJA APPR | Prove SURVEYED: DESIGNED: DRAWN: DATE XREF: BY REVISION NO. HIGH POINT ELEV = 193.64 HIGH POINT STA = 1+37.89 PM STA = 1+70 PV ELEV = 198.00 A.D. = -20.72 K = 9.17 20 190.00’ VC = 59.09’ VC z 200 Re | +e PVI STA|= 0+50 Z bn EXISTING GROUND 3d | 55 PV ELEV|= 189.77 s|5 az AT CENTERLINE OF 7 bs A.D. + 4.86 ~| sl Qi PRIVATE ROAD, TYP. OS | Hui K = ho.29 gay Ce Als v3 aa | => +a) SI +405 min OD Sly i Pad = Lod 3_| Glo Sa < P L— —_ \ S85 als x B T ald) = ase 20" , Gl wo 9 nee | Bs tl - . j Gl 1s fat eer el 3 a dle : <a azo — 2% ao - w oli u| 8 | a y ; =r MaDe oo maOonoE eo. 190 oT S78 > s ae 190 fa) uw fe z a ui 4” CLASS 'B’ ASPHALT CONCRETE ai LOT 3 a LOT 4 ir 5 i. PROPOSED & 3 L_ 3” — 5/8” COMPACTED DEPTH CRUSHED a FINISH * & i SURFACING TOP COURSE - GRADE 2 és 3” — 1 1/4” COMPACTED DEPTH CRUSHED Fl + 2 ws! SURFACING BASE COURSE WW = Z Z < 3 5 GRAVEL BASE MAY BE REQUIRED LOT 2 S Ee < LOT|5 S DEPENDING ON SOIL CONDITIONS | E u i PRIVATE ROAD ee fo) | mad oS © Es Fa F 189 a s 180 <| + a a“ a <x S < bi Fay a z > WW 2 fo) N + yy! <x H Ww 170 170 160 160 DATUM ELEV 150.00 ° ‘ol sls VB a8, as = a 2 z mH beerd q iS Is als ale als Ig Ed EXPIRES 11/30/02 3+00 2+00 1+00 0400 L /30/ ] HORIZ. SCALE: 1” = 20’ RECOMMENDED VERT. SCALE: 1” = 5’ FOR APPROVAL BY & BY BY UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY Cc all NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE D EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— g. GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-800-424-5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 fo) a |e s fs) a a} LoF ~N 8 : o|]” : x 2 3] z= \ = ly EX. CB \ EXISTING FIRE HYDRANT | RIM=203.00 Ri=169.96 | : ss "NW pads 5 wae ' INVEISSAS 10° 8 a A OPN TS INV=186.96(12"ADS—SE) 5 © | 1 Pelete we) =F PEPUEREE fp ee ; S - puleaee dd o>) PALL, = = _ fe Af ‘ N cN NN 3 — = <« | \ £28 Ke oer) STA: 3445.55 SHATTUCK AVE. S. az © | ! vo Se poh ee Ne = 0+00 S. 22ND PL. QO & won ~ . 10’ CURB CUT e246 2 EZ = i Xt SB 8 3(TYP.)8 . s eae | @ a Fe ani SM z= ‘2 a a ce a, j j L? SCALE 1” = 20 == © —_ \ TT ERE EX. SSMH ; 22 ££ Ww —\ ¥\ w\ 4 W RIM=187.83 # — oS) / » \ +0) | \ EXISTING |B” INV=181.38 (N) & ae -) * ——- — 4 _ _\ INV=181.28 (S) { ; ee S. 22ND\PLAGE | 1) | | aa) ¥ wD on one <= } 7—+—4 u EXIST. FOGLINE g Zz sort 7c tare SECA Me AT GE eo) Rd TRAE CRN OA <6 aa eo z Labs / 4 el P = = Ana Se ets VE TA ry Set ee . 4 4 OS = pa mt nce = : ° - zy, 5 == ole -=-/ hoo. BSB ef : ; yy 7 = _—=<> mee RIM=187. z “<0 Y Yogi Yi ty ——-4\ oe ee ee = —_— + ahs —~\— -© \ INV=185.54(12"ADS-NW) Loe NG GY LL | 200 -\ | \ \ \ : le INV=185,44(12"ADS-S) , ce _ ROAR ONL, Ulli a a a 8 | \ \ \ . \ a tf R Neencoue 2555) YE \ } \ \ I i bed og Lite ie \ NY | : tia >t YY ae V 1 \ \ \ JN i , = wk 5 ae \ ~ Pordoa rN eN rN ey rn \ \ ; % Bo 4 48 ban - \ aa: Porusy Naka ta pag we BES | \ \ \ | o ~ oo tid \ “ \ be ws ay sess a a ee Le \ bs . ‘ Pe2emH ST 3 Fy oo ==y \ yee a \ \ ! \ \ \ a | ; * 5 Z ge oat es “S aor f : \ : SIE] 58 « i a Co 5E o> Yo \ eed rae) \ / aS ae? ssi ; =u \ 8i~12” SD \ 4 Bs |) Bl 200 st a me Lt & . ; \ \ ' / / @ 12.88% belt | | all ee PZ oul -- LOT, ~S fp \ 0 G----- --~.| 2 / fo Gy. XN eM e eT : 20.4] Pa EE EY 14 ao loa \ \ ae / \ le ae Ze y / \ 2 PS a a > he BNL TN ts arm sr BSE aH sr — tL So Pee Be . ii OR 3s : 6,750 sqft. q i \ rane 4 fi wap, “Wo | oF VICINITY MAP a SE Loy \ Vy \\ 7 W/ SOD LocKING ID / 7 to | | EX. SSMH a Be wad . \ \ : / ‘3 ol RIM=189.06 z aE ae \ \ \ \ / STA. 0423, 10'RT 4 uf | = Qe <n \ \ \ \ oy (CONSTRUCT OVER —\/ 5] 84 INV=181.86 OE _ \ \ \ \ oe EXISTING 6” Pvc) / 2 EX. CB TYPE | iN = \ , NO . \ . y 7 RIM=189.51/ | ig | RIM=189.07 NOTES sqal es \ ‘ ‘ \ \gsmig 2 \ 7 Pa INV="186.05 ey INV=185,02(12"ADS—N) 1. PROPOSED CONSTRUCTION DATES ARE BETWEEN 20 \ ‘4 WATER \ STA, 2445, 5.5°RT / _ 7 oe | ko) INV=184.92(12"ADS~SE) JUNE 2001 AND SEPTEMBER 2001. ae \ \ METER, TYP. RIM=187.42 \ \ eee eer FH eee as | ExSnNG & / WP | INV=185.02::(NEW) 2. START/STOP TIMES FOR CONSTRUCTION WORK \ \ \ J 4 INV~18822 eS? PRIVATE - ae eee” f’ R i 4 a a a 7k WILL CONFORM TO CITY OF RENTON CODES. 3 \ VN Xs — — N eae = Bam A (M ATCH EXISTING) 3. PROPOSED HAULING/TRANSPORTATION ROUTES 33 \ T < . s ASME, —. —. Lf wate 3 aig toe E INV=182.034 (EXIST. - VERIFY . WILL BE FROM SHATTUCK AVE. SO. 80 \ \ : L ‘ <8 43 9 PRIOIR TO CONSTRUCTION) sl 4. EROSION CONTROL MEASURES AND DUST CONTROL 23 \ 24 alt Lt z Ei) INV=182.13 (NEW) WILL BE PROVIDED PER CITY OF RENTON STANDARDS. ay \ |} - Taf | 0100 THESE MEASURES WILL INCLUDE, BUT NOT NECESSARILY Ee \ \ BLY 408 55 LIMITED TO, ROCKED CONSTRUCTION ENTRY PADS, = W B = SILT FENCING, WATERING AND TEMPORARY SETTLING g \ \ 2 STA. —0+09.+, 4.5'LT B = \ \ | 1-12"x8" TAPPING TEE (MJxFL) ONDS. \ \ age de a 1-12" TAPPING GATE VALVE (FLxMJ) \ \ LANL ae aw W/ THRUST BLOCKING . nh \ TA, 2+48, 4S'LT K v +— NU aT} aq - 428 1-474” VERTICAL CROSS (MUL) “| ‘ aaa — STA- 6+28, 41.8'L 4 ms l ] EXISTING WATER SERVICE 2/738 \ oh \ Nin 4" BLINDS FLANGE W/ 2° \ CBF | / 1-FIRE HYDRANT ASSEMBLY 7/ ANS METER TO BE RELOCATED ll wlde8 Noes \., Tae 8,2” PLUG (ON TOP) \ STA\2+50, 7'LT / STA. 0+28, 4.5°LT I 7 eed » vw ae PLUG (MY) w/\2" TAR AND — RIM=186.70 1-8"x6" TEE (MJxFL) fi ws EX. CB 1 * \ ERMANENT ” BLOWOFF\PER =~. \INV=183.70 * 1-6" GATE VALVE (FLxMJ) f a RIM=1B9.02 3 \\ G.0.R. STD. PLAN 8105 \ \ \ . 1-6" D.I. LENGTH AS REQUIRED iS} INV=187.42 W \ NOON \ \ - W/ THRUST BLOCKING | aly |y EXIST. ROLLED |NV=184.22 NW \ 6” ROOF DRAIN 1-8"x4" REDUCER (MuxMJ ea | S| ASPHALT INV=184.02 N \ @ 0.50% MIN., TYP. \ cay 3 We Ae oO? Pa INV=183.92 E ~ ! STA.O+23, 7'LT S ll | i] ~ ; RIM=189.17 A] ——___ EXIST. EDGE oF Cc OT 4 4 Hl (6) T 5 R LU.» I> ASPHALT < . 8| 3] 2 — Z| HOUSE : 4/ >) 1 a ae Pan | ele ye le ke \ 8,613 sq.ft><_ 7,912 sq.ft. j 4< EX. CB a 18 |e le 8 \ maid RIM=188.96 \ TO BE / RELOCATE EXISTING lj | MC? INV=184.46 6” W oe \ REMOVED / SIGNS, MAILBOXES & EE O a \ oN f UTILITIES AS NEEDED (TYP.) * | > | \ / Sod | km os EXISTING us \ \ \ PET fame FIRE HYDRANT Fe \ \ \ ’ \ wk “ 5 \ \ /\ < > EX. SSMH iB VK \ cle sree . i \ fa8 v4 RIM=190.88 “ \P\. \ & \ R =i) eMart % SL Uf , <f | OK, INV=182.58 ta Yn \ exSTNG ROUND) ‘\ NL <=2__o ee 7 \ ; > aie 25° oy EX. CB | & - \__\ a . . ——< & : cb — o* | = RIM=190.18 [expres 11/30/02 | \ \ 10’ DISPERSION TRENCH - SNS SSS S ilo INV=185.03 12” N a —GRADE 10 FORCE ALL ~ ~~ x? SS OS < SA oa ~/ 1) o d INV=185,08 12” E FLOWS ACROSS LEVEL SPREADER ~ SD a \ } : Ss Ne f 3 S. 23RD ST. i \8 O— s S. 23RD RECOMMENDED Ss \ G > (UNOPENED RIGHT-OF-WAY) SCY EDGE OF ST. FOR APPROVAL N ASPHALT | > S spe aly BY _ q_ _ = _ _ _ _ _ _ _ iE 2 —— _ _ 2 _ " 5 v a V4 BY Bi S. LINE, SE 1/4, SEC. 19-23-5 4 et é UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND y UTILITY LINES. IT'S COSTLY Cc all NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. before you IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE D EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— g. GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES wi S 1-800-424-5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. z 2 CALL BEFORE YOU DIG: 1-800-424-5555 a ire PP- 00-76 / 11/02/00 FIELDBOOK: 1610—3PP DRAWING NO: ‘SHEET: — DATE: PAGE: JOB NO: ~ WILKINSON DRAINAGE PLAN ‘ok PRELIMINARY PLAT OF _ PAPER SPACE: YES PLOT SCALE: 1” = 20° RENTON Planning/Building/Public Works Dept. CITY OF PLOT DATE: Gregg Zimmerman P.E., Administrator RIM=203.00 INV=199.45 10” NW 2 ty -s 20° PAVED 5’ PRIVATE P DRAINAGE | ACCESS _ EASEMENT |_| . —s —~3 ——2z —~—3 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY MSH WSH CJA APPR [rr DRAWN: OESIGNED: DATE XREF: BY / giw12" sp @ 12.88% ~\ / a \ A \ \ fa CB# 1,/TYPE | W/ SOLID LOCKING LID / STA. 0423, 10°RT / (CONSTRUCT OVER —\/ EXISTING 6” PVC) / 7 RIM=189.51/ / INV=186.95 EX. CB, TYPE ! RIM=189.96 INV=186.96(12"ADS—SE) / Z “ | y l Bee. oly emf) se 2 | ra a PS at tb | | og! | = 8 | ; _ EXIS Co ; STA: 3445.55 SHATTUCK AVE. S. = 0+00 S. 22ND PL. EX. SSMH RiM=187.83 INV=181.38 (N) INV=181.28 (S) EX. CB, TYPE 1 RIM=187.94 INV=185.54(12"ADS—NW) INV=185.44(12"ADS~S) EX. SSMH RIM=189.06 INV=181,86 EX. CB TYPE | RIM=189.07 INV=185.02(12"ADS—N) INV=184,92(12"ADS-SE) INV=185.02+(NEW) REVISION NO. FILENAME: 192-4 ; “ ss SS = —f- —-f-—- ee HL 36’ PRIVATE EASEMENT / FOR INGRESS, EGRESS / j saci a tres o| a SO bend he | o Ww = . INV=187.42 W \ z ~ EXIST. ROLLED |NV=184.29 NW 6” ROOF DRAIN eres ma) cr INV=184.02 N @ 0.50% MIN., TYP. \ CBy 2 Ey o) e ey INV=183.92 E “ ! STA.O+23, 7'LT & ~” caren IT] I] \ RIM=189.17 a EXIST. EDGE OF ~ INV=186.15 I> ASPHALT a HOUSE — > > < EX. CB RIM=188.96 TO BE / RELOCATE EXISTING x INV=184.46 6” W REMOVED / SIGNS, MAILBOXES & O / UTILITIES AS NEEDED (TYP.) 4 > / \ oa3 - & 7h f \ - x» \ ( —f EX. SSMH A cdg 3, TYPE SS a fas RIM=190.88 \ & \_RiM=1734 (MATCH % NS | \ AIM INV=182.58 YON \ EXISTING GROUND) \ \ 4 a SS yt ~~ tt _& ae: 1 : ~ 4 \ — ~~! ° Fuki 30 18 SRSION TRENG ‘ ~ 7) 2 V=185.03 12" N \ N 10° DISPERSION TRENCH Kn — O INV=185.03 12” —GRADE TO FORCE ALL = a ‘ 7—/‘ ey d INV=185.08 12” E on S. 23RD ST Tu ONG — . . \p Ss: S. 23RD (UNOPENED RIGHT-OF-WAY) — ‘ EDGE OF = \ . SS ASPHALT 5 __ | S. LINE, SE 1/4, SEC. 19-23-5 AVOID CUTTING UNDERGROUND UTILITY LINES. IT’S COSTLY Call before you Dig. 1-800-424-5555 0 5 10 20 SCALE 1” = 20° LEGEND pq EXIST. WATER VALVE Q EXIST. FIRE HYDRANT B® EXIST. WATER METER ® EXIST. SEWER MANHOLE @ EXIST. CATCH BASIN @ EXIST. STORM MANHOLE G1 _ EXIST. TELEPHONE PEDESTAL ¢ EXIST. POWER POLE €— EXIST. POWER POLE GUY ANCHOR -#. EXIST. SIGN | EXIST. MAILBOX —— W —— EXIST. WATER LINE (LOCATE PAINT) ——G —— EXIST. GAS LINE (LOCATE PINT i EXIST. GAS VALVE —— sp —— EXIST. STORM DRAIN “a —o-—o—a—— EXIST. FENCE LINE A FRONT SETBACK A SIDE SETBACK A REAR SETBACK RECOMMENDED FOR APPROVAL BY BY BY UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 \7P- 06 “tof cD: MSH JOB NO: YES STA: PAPER SPACE: 1” = 20° PLOT SCALE: PLOT DATE: XREF: FILENAME: Q ale S a | S| £eP SE REL ER eE- EB Le Oo -~ 2 go> s az @ ~B of oie YZ =z Ly — 2= ee i Os aa ian eZ, Co ES PAZ, 4 — Sye= Planning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator VERTICAL: NAVD 1988) ’ HORIZONTAL: NAD 1983/1991 4 20 M & wall, ONE INCH w 3 | 2 & IF NOT ONE INCH SCALE ACCORDINGLY ‘SURVEYED: CJA DESIGNED: MSH DRAWN: CHECKED: WSH APPROVED: APPR DATE BY REVISION NO. iT PLANNING DEVELOP Ne RENTON JAN 23 2001 RECEIVED Ritd= 203.00 INV=199.45 10° NW } LOWER FF. 1 T \ \ \ 480 \\ ‘ NOY \ i VO ee NaN —— 7 ~~ 5! PRIVATE -? LONL DRAINAGE \ _ a ail, EASEMENT | a ere Smee Bere nee fo \ oe ee eee ee ee ee Ge 4 panes mei ee = ae to 7192- & 26’ PRIVATE EASEMENT | , FOR INGRESS, EGRESS . & UTILITIES \ \ \ GF\188 | N \ ‘S _ \ \ \ \ ~ > ~ \ > \ \ ‘N LOTS. LOT 4 \ N \ ~~ \ ‘ we \ \ ‘ \ BASENENT 179\ \ / % / f fe sy / / i ( Le Fi \ thy: s, 30° ~ oe S. 23RD ST. (UNOPENED RIGHT-OF-WAY) S. LINE, SE 1/ 190.0 HOUSE 26" EASEMENT 188.0 GARAGE G.F. 188 -aiban 186.00 184.0 INE 182.04 180.0 PROPERTY 178.0d 176.0 174.0d 0.00 20.00 40.00 60.00 SECTION A-A HORIZ. SCALE: 1” = 20’ VERT. SCALE: 1” = 5° 80,00 100.00 186.0 GARAGE 26" EASEMENT 184.00 GF. 184 LT S= 182.0 180.00 178.00 176.0 174.0 172.0d PROPERTY LINE 170.04 168.00 166.0 0.00 20.00 40.00 60.00 SECTION B-B HORIZ. SCALE: 1” VERT. SCALE: 1” 80.00 100.00 GARAGE 0.00 20.00 40.00 60.00 SECTION C-C HORIZ. SCALE: 1” = 20° VERT. SCALE: 1” = 5’ 80.00 100.00 Qo 5 10 20 SCALE 1” = 20° LEGEND pe EXIST. WATER VALVE gi EXIST. FIRE HYDRANT ® EXIST. WATER METER ($} EXIST. SEWER MANHOLE tt EXIST. CATCH BASIN = EXIST. STORM MANHOLE ft EXIST. TELEPHONE PEDESTAL EXIST. POWER POLE «EXIST. POWER POLE GUY ANCHOR & EXIST. SIGN EXIST. MAILBOX ie ee EXIST. WATER LINE (LOCATE PAINT) —~ G -mm~ > EXIST. GAS LINE (LOCATE PINT a) EXIST. GAS VALVE ae) oe EXIST. STORM DRAIN nae pmwettewnties EXIST, FENCE LINE [exPIREs 11/30/02 ] UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT’S COSTLY Call before you Dig. 1-800-424-5555 NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 | PP-00-/ lo] b Ol = $ OAD, Q EXIST. FIRE HYDRANT Vo 4B, PL BO EXIST. WATER METER 3 . . Lavo st_| : - €$ gs 8 g g¢ ie aa rE S$) EXIST., SEWER MANHOLE : j D = 38 =| in ‘7 a : Ee © i \ | , C \ qT 7 Asli» om P| | ts arm sr Hs A ere : K\ w\ \ W. \ BS a iL OSE. ierea O EXIST. CATCH BASIN , | eam y ' v SiciNEry MAP @ EXIST. STORM MANHOLE 3 v _ or ni | \ \ 4 O EXIST. JELEPHONE PEDESTAL P io NN \. [ > BASIS OF BEARING So £ BOWER POLE i ‘ eo. % S va B| 8 PLAT OF VALLEY VUE ESTATES, V. 184 OF PLATS, east. = — tel — pee Eg, Ne + P. 45-48, RECORDS OF KING COUNTY, WASHINGTON. | \ b lo > €— EXIST.aPOWER POLE GUY ANCHOR i g INSTRUMENTATION oO 2. EXIST. SIGN li , 4 NS INSTRUMENT USED: 5 SECOND TOTAL STATION. et i \ \ ’ 5 » | = EXIST. MAILBOX ‘ ri dy \ \ \ f | “B20. ~,! ‘FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, , . a \ \ \ | ei? MINIMUM CLOSURE OF LOOPS WAS 1: 22,00 IN \ \ —430—090. ——w —— EXIST. WATER LINE (LOCATE PAINT) ; \ \ ‘ lg ACCORDANCE WITH WAC 332-130-090 / / \ A \ C ——G —— EXIST. GAS LINE (LOCATE PINT ae if Fa 1 \ \ | >, EXISTING LEGAL DESCRIPTION / | / \ ey ale LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA _ es / Zz - = WW EXIST. GAS VALVE | oe | / y } | : i 99-021—SHPL. | —— sp —— EXIST. STORM DRAIN | | seni 4 ef | id a>! (ALSO KNOWN AS A PORTION OF TRACT 72, PLAT , 4 | cA F / 2 OF RENTON COOPERATIVE COAL COMPANY'S ACRE “at —o—o—— EXIST. FENCE LINE Loy " \ % |) / FA | TRACTS, PLAT NO. 2, AS RECORDED IN VOLUME 9 \ «e § \ ‘ \ \ ie \ | 26’ PRIVATE EASEMENT / hoy I wg . OF PLATS, PAGE 27, RECORDS OF KING COUNTY, eas DECIDUOUS TREE \ \ oy a \ ‘ ~~" rr -FOR-INGRESS; EGRESS i Fi | Os WASHINGTON.) \ , : / ! a ¥ PINE TREE \ \ SB Vo 75,00" ‘ ee ra \ 7s et = DATUM ace: an \ \ (= VON —F---- [=> Sasso TED al. CITY OF RENTON v\ ¥ py _o TT \ ie — As — — A rs ne | Bf - GE MAPLE TREE ‘fh ho A as De ai a ware > ae aan _ AN a BENCHMARK \ VAN \ 5, * —— ! \ R25 ; | CITY OF RENTON MONUMENT NO. 230 { , a ak FIR TREE . he A ” VX TN R25 \ 3 Ba ELEVATION=230.756 FEET = . . N . \ \ ~ % \ \ “a a \, \ H | \ 1 \ EM 4 & * \\ SOON © ‘ i \ | C) WILLOW TREE ae GN VN MN NC \ ae \, ar " HOP, | M | \ \ \ \ ! aN \ . \ Nt \ N \ Ng Ah \ Sees! 4 NOTE: R AND CAP 7 QM NYS | SN | 1 Se ee rae VBS SAK BIEN ENS ; ALL LOTS ARE TO BE DETACHED # kM Ak 1 \n Be S . } e & SEMIATTACHED SINGLE FAMILY \ CITY OF RENTON CONTROL SK OQ 2 \L ay a ‘LOT 3 AS ts Ti! | > RESIDENTIAL. MONUMENT NO. 1160 — \8 7 . \ ¥ | see OT 5 | 1" \ \ \ oie tan CONCRETE POST \ V\\ \\ A NON 8,753 sq.ft. \ i 2 7,912 sq.ft. \ ; \ NOY \ y % \ \ \ \ A | MONUMENT DOWN 0.3’ IN A \ % Ny VN ; \ \ \ Imp . MONUMENT CASE APPROX. 6’ a eS f SO ay { i al SO NTERLINE OF EAST VALLEY \ \ we he ROM { 5 | | ~~ ese. ne. | ca CITY OF RENTON CONTROL HIGHWAY AT THE NORTHERLY a an Sch SIEGE SEED GEISER AAttatertanri) ercamees serene tome ake a ne nner MONUMENT NO, 230 COPPER MARGIN OF AN EAST-WEST \ \ \ AY s 4 ; ) A ts TACK IN LEAD ON A PIPELINE RIGHT—OF—WAY. vA 4 AA % NY L \ —_ CONCRETE POST MONUMENT (VISITED 1/99) YES > & KX SON rN \ aN DOWN 0.5’ IN A MONUMENT $89°51'57"E a | \. 75.023. -\ \ =TH_o =e ; ; 1355.06" (BHI CASE_AT THE CONSTRUCTED ® 1328.96’ (C.O.R.) $88'19'56"W. (BHI) : 25 g 1355.21" ern CENTER OF A CUL-DE-SAC S$89°50'31"E 1004.92’ (BHI) ] . ye ® \ SN = ~ NN S88°43'40°E (8 a THE EAST END OF S. 23rd LEGEND * EXIST. WATER VALVE * 1328.97’ (BHI) S. 1/4 CORNER SEC. 19-23-5 CITY OF RENTON CONTROL MONUMENT -NO. 1551 3/8” BRASS PLUG IN. A 10” MONUMENT CASE IN CENTERLINE OF LIND AVE S.W. AT S.W. 23RD ST. (PIPELINE R.O.W.) (VISITED 1/99) BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD CORNER SIDE YARD TOTAL PARCEL AREA PROPOSED NO. OF LOTS PROPOSED ZONING PROPOSED SQUARE FOOTAGES LOT 1 LOT 2 LOT 3 LOT 4 * LOT 5 PERCENTAGE OF LAND IN STREETS 6,750 sq.ft. 8,893 sq.ft. 8,753 sq.ft. 8,613 sq.ft. 7,912 sq.ft. 30° SITE PLAN OF WILK ON Il RPE 00 >] 4 S18 ari &| WAT ARTS al f aE “lH STH $1 Hl lnc] 3 ane Ty | TH | ST J cate uw fT. “f-5 ii) ys Bol our E44 . wee outst iene eS Lf a n mnen te i 3 RENTON VILLAGE al] ByAmod. } Sh--ge. CENTER | a “SEE ATE yp M_19TH ST TREET, WEST OF BENSON DRIVE SE, NEAR THE NORTHEAST CORNER OF TEASDALE PARK. ELEV.=70.334 METERS 230.756 FEET LUAOO- || EXUIBIT #2. $88°41'36"E C.0 NG PLANNI eveLOPMEMENTON cry CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SITE PLAN DESIGNED parr_10/11/00 FILE NO. 161 0-003 prawn___MSH e J - e _ _ _ _ _ _ q Z S89'56'56"E _ _ _ Z = _ _ ie S. LINE, SE 1/4, SEC. 19-23-5 DENSITY CALCULATION SITE AREA 40,920 sq.ft. = eat ROADWAY AREA 7,304 sq.ft. = oe NET SITE AREA 33,616 sq.ft. 0.772acres = 5’ ALLOWABLE D.U. . 8 x 0.772 = 6.176 D.U. (6 D.U.) = 15’ 40,920 sq.ft. 0.94 acres 5 LOTS R-8 OWNERS BUD KING 26720 S.E. 216TH ST. : MAPLE VALLEY, WA 98038 (425) 432-5456 LAND SURVEYOR BAIMA & HOLMBERG INC. | 100 FRONT STREET SOUTH ISSAQUAH, WA 98027 (425) 392-0250 17.85% ” ul aoe scaLe_! =30 FIELD BOOK. PAGE cHeckep_WSH NO. REVISION BY APPR. DATE 1 APPROVED SHEET | OF. DIRECTOR OF PUBLIC WORKS: PP. PO-/tef i x — 3h 4 GAL pq EXIST. WATER VALVE ! . bse S19 see | \ PEN S$. 20Uh I itty Q EXIST. FIRE HYDRANT 0 5 10 20 30 | Cre ol, sof [ass sty ss se YY Sg red ae a & . EXIST. WATER METER SCALE SO { XN ‘e * ‘ ne Ast § | 4 NN i : aU, mae | © EXIST., SEWER MANHOLE | . Ba |— sf EXIST. CATCH BASIN | ee ave . 7 ‘ . ] A ili Se NE Ui. aun st SS ssrA cde Oo 7 = i s ' ! Te = ~—L- VICINITY MAP @ _ EXIST. STORM MANHOLE ! a ‘ _\ | | —~ uw) Naas Y ot ™ Zé —204— \ = M EXIST. JELEPHONE PEDESTAL ti | an? co fA \ | > py 3 BASIS OF BEARING 6 EXIST. POWER POLE i ae: : ri a| 8 PLAT OF VALLEY VUE ESTATES, V. 184 OF PLATS, ‘ ; #5 y) [a [cere eens = & P. 45-48, RECORDS OF KING COUNTY, WASHINGTON. €— EXIST.aPOWER POLE GUY ANCHOR Wo igen f </a A 8 INSTRUMENTATION -2. EXIST. SIGN Lid sat wie Ae ") a Ys INSTRUMENT USED: 5 SECOND TOTAL STATION. E ~~ i " 2 7 SA ‘a q | = EX x Lal \ \ 420.0 | ‘FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, EXIST. MAILBO td 2 a ; \ | ce MINIMUM CLOSURE OF LOOPS WAS 1: 22,00 IN ——wW —— EXIST. WATER LINE (LOCATE PAINT) ie any \ 7 ACCORDANCE WITH WAC 332—130—090. 7 gf SN \ | —— G@ +—— EXIST. GAS LINE (LOCATE PINT — a \ a) oe es ~ |. >, EXISTING LEGAL DESCRIPTION ia / %, me Al® LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA i EXIST. GAS VALVE --4 \ \ | é 99-021—SHPL. - \ aj ——~ sp —— EXIST. STORM DRAIN ee ve\ AN [ a> | (ALSO KNOWN AS A PORTION OF TRACT 72, PLAT Toe \tse V4 & | OF RENTON COOPERATIVE COAL COMPANY'S ACRE ~o—o—o—o— EXIST. FENCE LINE wy \ | TRACTS, PLAT NO. 2, AS RECORDED IN VOLUME 9 a \ | 26’ PRIVATE EASEMENT 8 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, DECIDUOUS TREE Be ig eC -F OR-INGRESS, EGRESS > WASHINGTON.) Ne eee a= & UTILITIES | ; \ Yau Ss PINE TREE \ F500 pares 98: a DATUM f on a Se sinneerneere F| es CITY OF RENTON \ _to _\ SS _ / F MAPLE TREE \ \ ala er Marea = agile sar it a BENCHMARK . Le \ ~ T RDs . | CITY OF RENTON MONUMENT NO. 230 FIR TREE \ , R25’ a: ELEVATION=230.756 FEET t : Se SN J WILLOW TREE \ NY ‘ iF | \ ara * q HOP 8 iN | 1 by 3 NOTE: : \ SET BeeAR AAD CAP ss ava . al. ALL LOTS ARE TO BE DETACHED ‘\ \. ~ . rps 8 & SEMIATTACHED SINGLE FAMILY iON a ~~ 1 Zant) (ae RESIDENTIAL. CITY OF RENTON CONTROL aN ; \ = S 30 Nq's | MONUMENT NO. 1160 to MN agos carts OT MRI LOT 3 2p LOT 4 ts = X.ON 4. Ft. | \ \ S le" ¢ 8 1/2” BRONZE BUTTON WITH A \ yy) VON YN y NO gs % { 1 PHQUSE \ \ \ TL \ | \ , 8753 sqft \ 8,613 sq.ft> PUNCH ON A CONCRETE POST %, » 4 be RS . \ . ‘ , - , ape MONUMENT DOWN 0.3’ IN A \ V\\. VV \ ON \ \ \ ts ; MONUMENT CASE APPROX. 6’ ye A VV CN ft {0 om ey EAST OF CONSTRUCTED & a ar Neo es 8 i ae CENTERLINE OF EAST VALLEY Vw. N oe \ BSBL, TYP. | CITY OF RENTON CONTROL HIGHWAY AT THE NORTHERLY Gist, Sint SECS AOSD Stn Gee SISA AAtticer tant ercmmes teeremreemen memeeeeee ax ee MONUMENT NO. 230 COPPER MARGIN OF AN EAST-WEST \ \ \ RY ae Ps A - TACK IN LEAD ON A PIPELINE RIGHT—OF—WAY. \ re a re * q ie oy eat aa CONCRETE POST MONUMENT eqn” (MISITED 1/99) a a a a ee PN \ an DOWN 0.5" IN A MONUMENT S89°51'57"E so'sd"w (BHI | we wort \ \ ————— nace ; #988 og” (abl CASE AT THE CONSTRUCTED @ 1328.96’ (C.O.R.) $88'19'56 W (B : — a 0 1355.91" Gan CENTER OF A CUL-DE-SAC $89°50'31"E 1004.92’ (BH!) y Xe WON \ . os - . X S8B°43'40'E SAS THE EAST END OF S. 23rd : < SEC. 19-23-5 2 pa Sg \» | NORTHEAST CORNER OF aN ‘s TEASDALE PARK. CONTROL, MONUMENT e a : e NN ELEV.=70.334 METERS epctecah ‘ 230.756 FEET NO. 1551 * = a = - - q cinta o - - _ = - _ 3/8” BRASS PLUG IN. PANNING A 10” MONUMENT a jeveLOP Me RENTON CASE IN CENTERLINE S. LINE, SE 1/4, SEC. 19-23-5 . lp sey OF LIND AVE S.W. AT DENSITY CALCULATION DEC 4 4 2000 S.W. 23RD ST. BUILDING SETBACKS SITE AREA 40,920 sq.ft. D (PIPELINE R.O.W.) ROADWAY AREA 7304 suit = RECENE (VISITED 1/99) FRONT YARD = 20 ' REAR YARD = 20’ NET SITE AREA 33,616 sq.ft. 0.772acres \ SIDE YARD - im ALLOWABLE D.U. . 8 x 0.772 = 6.176 D.U. (6 D.U.) CORNER SIDE YARD = 15 , TOTAL PARCEL AREA 40,920 sq.ft. 0.94 acres CITY OF RENTON PROPOSED NO. OF LOTS 5 LOTS PROPOSED ZONING R-8 OWNERS BUD KING DEPARTMENT OF PUBLIC WORKS. LEGEND ‘ LOT 5 SITE PLAN OF ON Il WILK SY | Sasa as as by kA t ! : EA oS io oa ONE P\ ss ne a PN RAW rer a is R Sate 5 “Ns ie hws | 4 Of Fs “[ oN — ayiier: ae » E 8 nae wD og “| i ge Pare | 2B ye AE | a gy ete ee | Eh tonetsi PttenAc: 7 er 5 ENTON VILLAGE bb a Blttme “A gihe-dae RADY Ww Me] center wt S| SEP" GATE NQy, st LJ S RANTON VILLAGE PL. 7 : wy, ayy Ney, Tae PROPOSED SQUARE FOOTAGES LOT 1 6,750 sq.ft. LOT 2 8,893 sq.ft. LOT 3 8,753 sq.ft. LOT 4 8,613 sq.ft. 7,912 sq.ft. PERCENTAGE OF LAND IN STREETS 17.85% LAND SURVEYOR 26720 S.E. 216TH ST. - MAPLE VALLEY, WA 98038 (425) 432-5456 BAIMA & HOLMBERG INC. 100 FRONT STREET SOUTH ISSAQUAH, WA 98027 (425) 392-0250 SITE PLAN DESIGNED. prawn___MSH pare_10/11/00 Fite No,1610—003 cueckep__WSH scaue_1”"=30' FIELD BOOK PAGE. NO. REVISION BY APPR. DATE APPROVED SHEET u OF. 1 DIRECTOR 01 F PUBLIC WORKB PP-DO-/L/ NocTh EXHIBIT #3 WA0O-|vl 3 . oo , ee | eT ee ee A * f 3 a yt “< OF | ae Seog! | De br mf bs > 3 x pa a [in ° eM = — ~ } ~ ta | agar ‘ss ote i iy . % : : ) Ki ro AY 3 J dae oe 7 l: fa _ ‘ & pel Q] g rs | 4 NH — . 4 as i 3 ON se | Oo Fa rr “ie a ne er 4 Ot 2 ™N rau a: pak, se | D sy. Ise & ; wn ‘ \] es aH | N ot — : ’ “y . I 8 ti j ross . bed 5 | 2 sy! 2 ; eo E | | gS: 5 hr 7 ere ° } | i] !. i ¢ * \ mai : | 03 ll { , \ }~ dou it ‘ tS Ls ee oe —_— CE Per g st hs ss a! S “> y pea tt ff} fi f/f tt (ei S. a P) ** ' © ry => Ue DMEM EK paeneed Lo oe Fad il be pew man as wees... ty “uy vt, 4 : cS. - im» & 2 ~ 9 oe Ly Ned | é @4 49 is Pr CL suse wea § Cy ; YT =x Le 5S cm og — —— a r~ 7 Ay Bp. 7S ae zl 23 Ss 2 aff & F Bt o a aieie De nl a D., ull % © “ Slo eri One aan Sel ke : ” | its i qy . is ayo LOE q 3 t tr. ~ - ‘| ag ‘ Tr) 3H st sh H ~ OY of hry °° —— i: | ; of OAs “i “il - SDI MY MS ER ae je - mart nad PEEP _ | _ PEL se 2 | = | 2 ai : _ i v4 “BO ze! —___— ; ; f - fa ? | it 0 Co ¢ o ~ © wn mo ~ erect WNC: Is fh 4 S/3 rh 3 ph rm t . NJ 3 rm Pugel West —_—_——ao a } * . Pi “ l : ost PEN Oy) ILL a" N3Id0 LON % uit \ vant © TOUT] ri! dower & \'9 D up tied 2 NG c Ri 4 Pug Arie | : PUGET SOUND POWER & LIGHT CO. ie "982! Ga CO © LEGEND EXIST. WATER VALVE 0510 20 30 a SCALE 1” = 30° EXIST. FIRE HYDRANT EXIST. WATER METER EXIST. SEWER MANHOLE EXIST. CATCH BASIN @ — ~------e. SITE PLAN OF WILKINSON II EXIST. STORM MANHOLE EXIST. TELEPHONE PEDESTAL ta EXIST. POWER POLE ae NATIVE GRE -| —PROTEG ; EXIST. POWER POLE GUY ANCHOR _|—TEASEME! EXIST. SIGN EXIST. MAILBOX EXIST. WATER LINE (LOCATE PAINT) EXIST. GAS LINE (LOCATE PINT EXIST. GAS VALVE EXIST. STORM DRAIN EXIST. FENCE LINE DECIDUOUS TREE NT ag S28 90,00" \ ae i \ x A | | | ee ~ SNg8°31'26"w 5 Lia pe 26’ PRIVATE EASE ENT i ~~ -f FOR INGRESS, EGRESS | & UTILITIES | AGN iy MAY 8 2001 RECEIVED PINE TREE V8 r — 75:00" a8 Vo A oe mo Hit me ALL SITUATE IN THE SOUTHEAST QUARTER OF SECTION 19, \ %| * A gd ON TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF MAPLE TREE my \ \ cae: SE a RENTON, KING COUNTY, WASHNGTON. ah. \ \ a . FIR TREE . WE ee [ DATUM -—_ i ' ' \ CITY OF RENTON a Me <1 1 t 1 WILLOW TREE yy i H ' NM ano ae BENCHMARK an tl OTTRT, A CITY OF RENTON MONUMENT NO. 230 SEI REBAR AND CAP ~ pop S\N ON i ae ; 1 i “, ELEVATION=230.756 FEET LS# 11332 SPR SOS AO ONO ES .. a kot ; % OF yO \ . mt \ pine fort i CITY OF RENTON CONTROL \ =| —o LOT 2 NL ie i ' ‘LOT 3 mae : ig a TD rs ° MONUMENT NO. 1160 SPE NS apo sgt OEP L S LOT 4 |£ '51": LOT 5 S Ws . MAL ‘ Sk . TSDAES iZ]udusE 5 > NOTE: 1/2" BRONZE BUTTON WITH AS “PAY. YN \ IVA S, B1753 sqft. >. ie iat 8,613 sq.ft a i FOS “Sate 2 2 i PUNCH ON A CONCRETE POST *. fi \ —_ ‘ \ Sd fh 17H Oe gle sq. MONUMENT DOWN 0.3 INA | tN \ SST TO BE mA ve ALL LOTS ARE TO BE DETACHED MONUMENT CASE APPROX. 6’ i i an or ents! (ie REMOVED ee i \ oO & SEMIATTACHED SINGLE FAMILY EAST OF CONSTRUCTED =k i a \ em pa ' i 1 . i RESIDENTIAL, vt an ie tS) a a > CITY OF RENTON CONTROL CENTERLINE OF EAST VALLEY 4 Mb M ize t i H Noe MONUMENT NO. 230 COPPER HIGHWAY AT THE NORTHERLY v TOA PS on - . wo} TACK IN LEAD ON A MARGIN OF AN EAST-WEST \ eo fn ‘ Ss Ne] PIPELINE RIGHT-OF-WAY. i : \ ‘ te x! CONCRETE POST MONUMENT ‘pai (VISITED 1/99) ap A NOON AS n* DOWN 0.5’ INA MONUMENT $89°51’57"E ), | ON _ | 4 So ‘ _ iN 4358.06" (BHI CASE AT THE CONSTRUCTED @ 1528.96’ (C.0.R.) $88°19°56"W_(BHI) b — ——#-- eS —4- Ss a pee 1388-06) (BHI) CENTER OF A CUL-DE-SAC O339°5037'E 1004.92" (BHI) | Ss yy : SN ne s iq c Saad 40°F 1H N THE EAST END OF S$. 23rd 1328.97’ (BHI) \ S. 1/4 CORNER a ~ ~ a. o “R Virus ming | ‘ 588°41'36"E C.0.R) STREET, WEST OF BENSON ao 7 \ H DRIVE SE, NEAR THE SEC. 19-23-5 8 S. 23RD ST. ~™ se i NORTHEAST, CORNER OF CITY OF RENTON (UNOPENED RIGHT-OF-WAY) . ELEV.=70.334 METERS CONTROL MONUMENT in $89°56'56"E 230.756 FEET NO. 1551 oe s - - - q_ as 2. = = eo = _ 2 a _ 3/8” BRASS PLUG IN NN A 10” MONUMENT CASE IN CENTERLINE S. LINE, SE 1/4, SEC. 19-23-5 OF LIND AVE S.W. AT DENSITY CALCULATION CEREBRO) BUILDING SETBACKS SITE AREA 40,920 sq.ft. .0.W. . ROADWAY AREA 7,304 sq.ft. (MSITED 1/99) FRONT YARD = 20 sq.ft REAR YARD = 20° NET SITE AREA 33,616 sq.ft. 0.772acres SIDE YARD =5 ALLOWABLE D.U. 8 x 0.772 = 6.176 D.U. (6 D.U.) CORNER SIDE YARD = 15’ oo TOTAL PARCEL AREA 40,920 sq.ft. 0.94 acres CITY OF RENTON PROPOSED NO. OF LOTS 5 LOTS DEPARTMENT OF PUBLIC WORKS PROPOSED ZONING R-8 OWNERS BUD KING ae 6720 S.E. : PROPOSED SQUARE FOOTAGES Gite GREY, War BBOSE LOT 1 6,750 sq.ft. (425) 432-5456 EXPIRES 11/30/02 LOT 2 8,893 sqft. SITE PLAN ee wate sat LAND SURVEYOR BAIMA & HOLMBERG INC. fore Tele eat, 100 FRONT STREET SOUTH , aT ISSAQUAH, WA 98027 DESIGNED pate_10/11/00 FILE No.1610—003 (425) 392-0250 PERCENTAGE OF LAND IN STREETS 17.85% ue 1"=30° CHECKED WSH SCALE FIELD BOOK. PAGE. No. REVISION BY APPR. DATE APPROVED, ae sneeT__ or i} = ' 4 ee eb Se ace a Y MAP BASIS OF BEARING PLAT OF VALLEY VUE ESTATES, V. 184 OF PLATS, P. 45-48, RECORDS OF KING COUNTY, WASHINGTON. INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,00 IN ACCORDANCE WITH WAC 332-130-090. LEGAL DESCRIPTION LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA 99-021—SHPL AS RECORDED UNDER KING COUNTY RECORDING NUMBER 19991110900001; SAID SHORT PLAT BEING DESCRIBED AS FOLLOWS: LOT 72, RENTON CO-OP COAL ACRE TRACTS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON. PP 0076 ( CD: MSH JOB NO: STA: PAPER SPACE: YES 1" = 20’ PLOT SCALE: PLOT DATE: XREF: FILENAME: 11/02/00 FIELDBOOK: DATE: PAGE: DRAWING NO: 1610—3PP PRELIMINARY PLAT OF l| WILKINSON GRADING PLAN (=$ LOTS CITY OF & RENTON Planning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator VERTICAL: NAVD 1988 HORIZONTAL: NAD 1923/1991 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ‘SURVEYED: DESIGNED: CJA DRAWN: MSH CHECKED: WSH APPROVED: APPR DATE BY REVISION NO. -NT PLANNING OF RENTON JAN 23 2001 RECEIVED 7 EX. CB RIM=203,00 INV=199.45 10” NW / % BASEMENT 179 \ \ \ ( ~ ee \ \_ FF. 190\ v4 \ \ \ \ GF. 189 \ \ | | Lower FF. 1B \) \ \ oN \ \ \ \ \ \ \ \ \ % os \ \ 80—.—_ Na \ \ \ 8 N \ NOY \ | \ \ \ \ NOON \ \ oe: \ \ " , YON ee ee 5° PRIVATE = 2 \ \ \ %, Say a LY DRAINAGE —— ag ss fs EASEMENT \ J f — TNS oe NT ane $ \ 24.00 © \ \ \ \\ -T---- 2s \ —% \ geo oa Taw Dale Pe \ \ ee " \ 2 eee Sia 1 ‘, \ Ny RY \ ~~ R25" R25" 7192 \ Py \ \ \ 7 \ N \ «{ 96’ PRIVATE EASEMENT VY \ * \ FOR INGRESS, EGRESS \ Oy \ ff x %* & UTILITIES . \ » \ \ N \ \ & : Vy okies |S \ GFEB ,\ \o WENO S OT 2° 4S OS Ot : \ Se x \ — \ Ni — La \ LOT 3. LOT 4 \ ON b \ \ \ X, \ % ie, . r¢) \ BN >» \ ~ — S. LINE, SE 1/2 190.00 HOUSE 26° EASEMENT 188.0 GARAGE GF. N88 He 186.0 184.0 INE 182.04 180.0 BASEMENT BASEMENT PROPERTY 178.0d 176.00 174.0d 0.00 20.00 40.00 60.00 SECTION A-A HORIZ. SCALE: 1” = 20° VERT. SCALE: 1” 5 nol 80.00 100.00 | | | 186.00 GARAGE 26’ 184.0d G.F. 1184 > 182.0 \A 180.0 178.0d 176.00 174.0d 172.0 PROPERTY LINE 170.0q 168.00 166.00 0.00 20.00 40.00 SECTION B-B 20° = 60.00 HORIZ. SCALE: 1” VERT. SCALE: 1” ol 80.00 100.00 EASEMENT GARAGE EASEMENT 0.00 20.00 40.00 60.00 SECTION C-C HORIZ. SCALE: 1” 20° VERT. SCALE: 1” Cy 80.00 100.00 0 5S 10 20 SCALE 1” = 20° LEGEND pe EXIST. WATER VALVE t2 EXIST. FIRE HYDRANT i EXIST. WATER METER (S$) EXIST. SEWER MANHOLE EXIST. CATCH BASIN 2 EXIST. STORM MANHOLE f2 EXIST. TELEPHONE PEDESTAL 6 EXIST. POWER POLE © EXIST. POWER POLE GUY ANCHOR -9 EXIST. SIGN EXIST. MAILBOX “Ww ~ EXIST. WATER LINE (LOCATE PAINT) G ---~- EXIST. GAS LINE (LOCATE PINT @ > EXIST. GAS VALVE ~ $= EXIST. STORM DRAIN eh nnae EXIST. FENCE LINE AVOID CUTTING UNDERGROUND UTILITY LINES. IT’S COSTLY Call before you Dig. 1-800-424-5555 [ EXPIRES 11/30/02 UNDERGROUND SERVICE (USA) NOTE: HEREON. EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN NO THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES CALL BEFORE YOU DIG: 1-800-424-5555 ————————————__—_ pp_00-/6 ( NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. LEGEND SITE PLAN OF WILKINSON Il gS ple a aN TOO ues Tavs. VALLEY RNTICE an ol Holi BONNEY ol LL is. arm sr B55 | pq EXIST. WATER VALVE | ale TALBOT HEIGHTS AOD Q EXIST. FIRE HYDRANT 0510 20 30 | t 5 Ye Be ae i ~S Q' : B EXIST. WATER METER SAE A’ = 50° 4 ‘E Od f P . . ! ¥ —_ i “is a s t ? 3 3 g g © EXIST. SEWER MANHOLE | « 4 or. #8 \ \ 1 \ \ 0 EXIST. CATCH BASIN } if Wh eeN aerate giksy la 1 - oe @ EXIST. STORM MANHOLE } OND PLACE \ ay t : i ! ) \ \ | & EXIST. TELEPHONE PEDESTAL \ 0 > : i | \ ‘ ey S Ne 8 -& $ EXIST. POWER POLE an \ \ \ \ fl sae oe) No \ €— EXIST. POWER POLE GUY ANCHOR | ' \ \ \ U 2 Wy a> ! \ \ ® 2. EXIST. SIGN | li \ \ \ \ Re | | | roueye ! \ \ \ go “ . H = EXIST. MAILBOX oT ; bart I \ : : | =) laps—-—> / \ | } \ ‘ \ | ——~W —— EXIST. WATER LINE (LOCATE PAINT) S4BRO/ / \ A / \ \ a of. 8 1OIN / \ | os) ba ox\ ie ra a ——G ——— EXIST. GAS LINE (LOCATE PINT SBS ON gh ee ~ fo 3 ae 7 / 4 \ \ | al Ps De a % Pes A fa / 1 B g m EXIST. GAS VALVE Al . Ne | ee De yf a | I. ra \ / e | —— §p —— EXIST. STORM DRAIN Nha \ | | von! vo / | Ps a> ! Voy \ | cB x f | maton EXIST. FENCE LINE NS \ |7 / x SN \ | 26’ PRIVATE EASEMENT Z / l @ * 8 As \ ee Cee -FOR-INGRESS; EGRESS | 17> £23 DECIDUOUS TREE ae . oP gs 4-- & UTILITIES | ( y = - NS5°51'26"W \ ra i \ ALL s oe | * PINE TREE V8 00" T —_¢— i NN - \ ~@ » \ TP TTT tare roe ee Epapinee, ? 16 staat’ aN im t be \\ ® \ y TOSS =aT A \ my ee: ra ge MAPLE TREE \\3 =-=5 eee & a =) Ce Oc a i ee \ A , | NA ee ra | ries FIR TREE WON an | Bo NY a ee ae bel ! i eo WILLOW TREE sO | ! a Ae Ty \ i a AY \ 2° | \ i zg @ SET REBAR AND CAP \ : a ‘a \ eS | .,! LS# 11332 \ PS the \ ide 6%) 2 \ q 9 Ko) i Sol SO = em isl & | CITY OF RENTON CONTROL “ ct fad oe gal us. > MONUMENT NO. 1160 x IS Zl aduse LOT 5 5 ST) 8 1/2” BRONZE BUTTON WITH A‘ \ \ 8783 sqft. tit 7,912 sq.ft ro 5 | PUNCH ON A CONCRETE POST ‘, ye ALES , ie 12 sq MONUMENT DOWN 0.3’ IN A \ ee ee ee ee VAY t E we me MONUMENT CASE APPROX. 6’ | \ & No Oe fe |S i .) EAST OF CONSTRUCTED BE \ CON ME \ ¥ 5 CENTERLINE OF EAST VALLEY \ a 5 : fe HIGHWAY AT THE NORTHERLY SPREE Ss SEV ! - MARGIN OF AN EAST-WEST LUM SGO07-SHPL < . PIPELINE RIGHT—OF—WAY. \ = Sai \ : Se $89°51’57"E (ene wee ‘| 4 ec ee ee \ 5 be o 1355.06" ison es" (COR s68'19'56"W (BHI) : : ak \Z5.023% = en 75.023 > " : 1355.08 58950 S1'E 1004.92" (BHI) Pic aece ‘ - a \ SB8-41'S6"E 1328.97" (BHI) S. 1/4 CORNER 2S Se SEC. 19-23-5 B S. 23RD ST. CITY OF RENTON (UNOPENED RIGHT-OF-WAY) CONTROL MONUMENT c $89°5656"E NO. 1581 —_—- - - - om = = = = = = = = _ __ 3/8” BRASS PLUG IN A 10” MONUMENT CASE IN CENTERLINE OF LIND AVE S.W. AT S.W. 23RD ST. (PIPELINE R.O.W.) (MISITED 1/99) BUILDING SETBACKS FRONT YARD = 20° REAR YARD = 20° SIDE YARD = 5 CORNER SIDE YARD = 15’ TOTAL PARCEL AREA 40,920 sq.ft. PROPOSED NO. OF LOTS. 5 LOTS PROPOSED ZONING R-8 PROPOSED SQUARE FOOTAGES 6,750 sq.ft. 8,893 sq.ft. 8,753 sq.ft. 8,613 sq.ft. 7,912 sq.ft. PERCENTAGE OF LAND IN STREETS DENSITY CALCULATION SITE AREA ROADWAY AREA NET SITE AREA ALLOWABLE D.U, OWNERS LAND SURVEYOR 40,920 sq.ft. 7,304 sq.ft. 33,616 sq.ft. 0.772acres 8 x 0.772 = 6.176 D.U. ( BUD KING 26720 S.E. 216TH ST. 6 D.U.) MAPLE VALLEY, WA 98038 (425) 432-5456 BAIMA & HOLMBERG INC. 100 FRONT STREET SOUTH ISSAQUAH, WA 98027 (425) 392-0250 ae S. LINE, SE 1/4, SEC. 19-23-5 cok VICINITY MAP BASIS OF BEARING PLAT OF VALLEY VUE ESTATES, V. 184 OF PLATS, P. 45-48, RECORDS OF KING COUNTY, WASHINGTON. INSTRUMENTATION INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,00 IN ACCORDANCE WITH WAC 332-130-090. EXISTING LEGAL DESCRIPTION LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA 99—021—SHPL. (ALSO KNOWN AS A PORTION OF TRACT 72, PLAT OF RENTON COOPERATIVE COAL COMPANY'S ACRE TRACTS, PLAT NO. 2, AS RECORDED IN. VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON.) DATUM CITY OF RENTON BENCHMARK CITY OF RENTON MONUMENT NO, 230 ELEVATION=230.756 FEET NOTE: ALL LOTS ARE TO BE DETACHED & SEMIATTACHED SINGLE FAMILY RESIDENTIAL. CITY OF RENTON CONTROL MONUMENT NO. 230 COPPER TACK IN LEAD ON A CONCRETE POST MONUMENT DOWN 0.5’ IN A MONUMENT CASE AT THE CONSTRUCTED CENTER OF A CUL-DE-SAC N THE EAST END OF S. 23rd STREET, WEST OF BENSON DRIVE SE, NEAR THE NORTHEAST CORNER OF TEASDALE PARK. ELEV.=70.334 METERS DEVELOPATENE SCANNING CITY OF RENTON DEC 1 4 2000 RECEIVED CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SITE PLAN No. REVISION BY APPR. DATE DESIGNED. pate_10/11/00 FILE no.1610-003 prawn___MSH ED _WSH scats_1°=30 FIELD BOOK. PAGE. APPROVED SHEET OF DORECTOR OF PUBL WOREE, ” cD: MSH JOB NO: STA: PAPER SPACE: YES = 20’ 1" PLOT SCALE: PLOT DATE: XREF: FILENAME: °Q ale S| | ek AC an Qe Bele —B ES IE ki af Ey E ia ~ i Le Oo 2 <= << | _i az (an (eS) ~“ — ou r~Zm ~ tia 4 ZS AZ —— <4 2. ce 7 OO x ow al re as ie] As ey 2 Og gr p= © sft =Q = 2& > aes ae pe ae oye So oF a2 {aa} I SE ON ant lo cc I 58 a6 39 3g 3 _ © 53 Hl 2/352 z ‘ J | is 3 < im 29 et ng a |a° 21.216 & |e lz |& le a |e ye Je 8 a a (ay xt Be << fa) > an} Zz ie) YQ a [ag fo) Zz DEVELOPMENT PLANNING DEV EY OF RENTON JAN 23 2001 RECEIVED 7 EX. CB RIM= 203.00 30’ a j Haat / INV=199.45 10°" NW \ __ ocd) / ri \> Sa. dp) a . H Ss N aa Q { of ~ om “Oe 2+34.00 PP \e / ‘ | 8 ~ \ * oe a @) d So / — —— . \ we W W w vy Ww Ww a W w/ \ = \ 2+00 | Ww ee - SS — & a Mt. \ | on — |S. 22ND ‘PL, te ws Nore aS ag es SS = en el Hi eo a Ea ey — SS Tee [~ 200 - - ~~ aoa © \ & \ eo \ oe \ ~ Pitan aCe YA Stk ‘ Lio Nz 7 ‘ sf oN eZ £5 1 “Nat 7, / \ i? \ / S \ / \ on ~o | 4 \ OE es Za \ Ts, % ~ oe \_ EFL 190\ \ \ \ \ \ GF. 189 14 \ | Lower FF. 1B , > \ 4 \__N \ \ \ Sah eee, [| : \ \\ ae eee \ \ \ \ \ ~ \\ \ ne ‘180—~ \ SK \ \ \ \ \ \ x \ \ NOY \ \ \ \ \ NON \ \ oe - \ % \ Na 7 ee 7. 2 . Vt \ \ \ m. ee ten 5° PRIVATE ‘ \ \ \ \ S — % % DRAINAGE l ‘ S aN bag ——s 2 —, EASEMENT { | eS ee ea |. j- R25" R25 7192- a 26’ PRIVATE EASEMENT FOR INGRESS, EGRESS "\ & UTILITIES WA q , . \ \LOT™3 to \ \ ~ L T 4 \ Ss Sg \ N ~ \ \ \ \ ~ \ BASENENT 179\ \ / \ \ \ \ FA \ / : < \ \ x \ J a ea \ / \ \ \ j \ | I 1 i A SY tn a rr \ pe 1 1rnet Ni 11 Xa OO 74 Soden | \ ( yee Se <a Ci ra RS \ \ \ XS \ A sy @ NNN \ 8 \ \ \ \ \ b \ \ ST a \ (UNOPENED RIGHT-OF-WAY) NN S. LINE, SE 1/¢ HOUSE 2e00—C 190.0 EASEMENT GARAGE = Z| 188.00 G.F. 1188 \ PROPERTY ILINE 0.00 20.00 40.00 60.00 80.00 100.00 SECTION A-A HORIZ. SCALE: 1” 20° VERT. SCALE: 1” s toi 26° _ EASEMENT re ~ 186.0 GARAGE 184.04 GF. |184 \A\ 182.0 180.0! 178.0 176.04 174.0G 172.0 PROPERTY LINE 170.0q 168.00 166.0 0.00 20.00 40.00 60.00 80.00 100.00 SECTION B-B HORIZ. SCALE: 1” 20’ VERT. SCALE: 1” 5° 0 5 10 20 aaa meme] SCALE 1” = 20° yz EXIST. WATER VALVE © EXIST. FIRE HYDRANT 3 EXIST. WATER METER (S) EXIST. SEWER MANHOLE EXIST. CATCH BASIN 6 EXIST. STORM MANHOLE m EXIST. TELEPHONE PEDESTAL ® EXIST. POWER POLE © EXIST. POWER POLE GUY ANCHOR 2 EXIST. SIGN EXIST. MAILBOX nly EXIST. WATER LINE (LOCATE PAINT) ~~ G s+ EXIST. GAS LINE (LOCATE PINT w) EXIST. GAS VALVE <2 $) EXIST. STORM DRAIN seottewemes EXIST. FENCE LINE GARAGE OB EASEMENT LA 0.00 20.00 40.00 60.00 80.00 100.00 SECTION C-C HORIZ. SCALE: 1” 20° VERT. SCALE: 1” ee noi AVOID CUTTING UNDERGROUND UTILITY LINES, IT’S COSTLY Call before you Dig. 1-800-424-5555 Wk 00 - Ile | [ EXPIRES 11/30/02 | UNDERGROUND SERVICE (USA) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 PP ou [ul 11/02/00 FIELDBOOK: 1610—3PP 4 DATE: PAGE: DRAWING NO: RECEIVED MAY 2 1 2001 CD: MSH TOPOGRAPHIC MAP STA: JOB NO: WILKINSON PRELIMINARY PLAT OF PAPER SPACE: YES v PLOT SCALE: CITY OF RENTON LEGEND sg EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. WATER METER ©) EXIST. SEWER MANHOLE * EXIST. CATCH BASIN # EXIST. STORM MANHOLE 2 EXIST. TELEPHONE PEDESTAL EXIST. POWER POLE * EXIST. POWER POLE GUY ANCHOR ve EXIST. SIGN EXIST. MAILBOX EXIST. WATER LINE (LOCATE PAINT) roromee GB mmm EXIST. GAS LINE (LOCATE PINT 8 EXIST. GAS VALVE wes «ome EXIST. STORM DRAIN ~ EXIST. FENCE LINE 4 OWNERS BUD KING meme 26720 S.E. 216TH ST. aa MAPLE VALLEY, WA 98038 ae (425) 432-5456 as LAND SURVEYOR BAIMA & HOLMBERG INC. Ss 100 FRONT STREET SOUTH - ISSAQUAH, WA 98027 ted (425) 392-0250 PLOT DATE: db Mi == Planning/Building/Public Works Dept. Gregg Zimmerman P.E., Administrator VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 ONE INCH AT FULL SCALE IF NOT ONE INCH y= 2 0’ SCALE ACCORDINGLY ‘SCALE: MSH CHECKED: WSH CJA APPROVED: ‘SURVEYED: DESIGNEO: DRAWN: APPR DATE XREF: BY CITY OF RENTON CONTROL MONUMENT NO. 1551 3/8” BRASS PLUG IN A 10” MONUMENT CASE IN CENTERLINE OF LIND AVE S.W. AT S.W. 23RD ST. (PIPELINE R.O.W.) (VISITED 1/99) $89'51’57"E 1328.96" (C.O.R.) REVISION S80 50 ST E 1328.97’ (BHI) CITY OF RENTON CONTROL MONUMENT NO. 1160 1/2” BRONZE BUTTON WITH A PUNCH ON A CONCRETE POST MONUMENT DOWN 0.3’ IN A MONUMENT CASE APPROX. 6’ EAST OF CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN OF AN EAST-WEST PIPELINE RIGHT-OF-WAY. (VISITED 1/99) ELEV. = 5.743 METERS (18.842 FEET) t S. 22ND ' —_.N88°3/'26" W756 \ + 4 FOR-INGRESS, EGRESS ses Sr eT & UTILITIES N88°31'26"W 3. .. . - fe) ae ep) , Of' \ oo \ \ \ LN \ \ 5 \ \, \ \ ~ NON . \ \ \ mI hy \ \ % \ N \ \ in \ \ A ~ Tv . - Sf\ \ \ \ 75,00" *. io NN 2p L00 yy ‘ \ \ Ss] \ \ \ . ‘ \ \ L \ YOON a \ \ \ : \ \ \ ) \ \ \ \ \ s. \ . \ ‘ \ \ \ & \ % LOT 2. Spy ‘ ‘ in 8,893, sq.ft. _-N01°28'34°E \ SN a TO BE REMOVED aa 1+00 _.=SS = =] a rs eee fl +H Oo LOT. 4 Z HOUSE 8,613 sq.ft> STA: 3+45.55 SHATTUCK AVE. S. = 0+00 S. 22ND PL. 20 SCALE 1” = 20° 185.02+(NEW) $88°19'56"W_ (BHI) \ 1004.92" (BHI) S$. 1/4 CORNER SEC. 19-23-6 NO. x \ \ \ . \ . ‘. \ \ \ \ \ \ \ \ ON \ \ MA \ \ os \ 3, . \ \ \ \ \ \ XS & \ \ \ \75.023 \ \ X N \ \ \ \ \ \ \ \ \ \ \ \ fs) is) S. 23RD ST. ~ (UNOPENED RIGHT-OF-WAY) S. LINE, SE 1/4, SEC. 19-23-5 AVOID CUTTING UNDERGROUND UTILITY LINES. IT’S COSTLY Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) VICINITY MAP LEGAL DESCRIPTION LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA 99-021—SHPL AS RECORDED UNDER KING COUNTY RECORDING NUMBER 19991110900001; SAID SHORT PLAT BEING DESCRIBED AS FOLLOWS: LOT 72, RENTON CO-OP COAL ACRE TRACTS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON. ALL SITUATE IN THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHNGTON. BASIS OF BEARING PLAT OF VALLEY VUE ESTATES, V. 184 OF PLATS, P. 45-48, RECORDS OF KING COUNTY, WASHINGTON. INSTRUMENTATION * INSTRUMENT USED: 5 SECOND TOTAL STATION. FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,00 IN ACCORDANCE WITH WAC 332-130-090. DATUM CITY OF RENTON BENCHMARK CITY OF RENTON MONUMENT NO. 230 ELEVATION=230.756 FEET CITY OF RENTON CONTROL MONUMENT NO. 230 COPPER TACK IN LEAD ON A CONCRETE POST MONUMENT DOWN -0.5’) IN A MONUMENT ' CASE AT THE CONSTRUCTED eco aoe CENTER OF A CUL-DE-SAC $88°43'40"E N THE EAST END OF S. 23rd $88°41'36’E STREET, WEST OF BENSON DRIVE SE, NEAR THE NORTHEAST CORNER OF TEASDALE PARK. ELEV.=70.334 METERS 230.756 FEET B NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 qh, EXPIRES 11/30/02 i. FILENAME: 79- 00- 1¥| " CITY OF RENTON APPROVALS: KING COUNTY RECORDING NO. VOL. /PAGE CITY OF RENTON DEARTH Gf HSSeSSeeITS Examined and approved this day of 19 SHORT PLAT ¢ _LYA = —SHPL | | GRAPHIC SCALE E-armined and approved this day of 19 (LND— _ ) Assessor 30 0 15 30 60 120 Administrator, Planning/ Building/ Public Works Deputy Assessor a eimai IN FEET ) Account Number ( CERTIFICATION 1 inch = 30 ft. - t \ \ . | ane) He. ere Se oe ee KNOW ALL MEN BY THESE PRESENTS that we, the undersigned owners | S 1 Ii of 8 OEDNe: 4 Peccessr at wo oN Le, in fee simple of the land herein described, do hereby make a short t ryt Vigna Dog ; ns subdivision thereof and declare this map to be the graphic representation BUILDING SETBACKS | \y * > i oe OR Tes et as of same, and that said short subdivision is made with the free consent AX FRONT YARD = 20’ I “| and in accordance with the desire of the owners. A. REAR YARD = 20° y | =| MAY 01 200] A SIDE YARD = 5' \ oe ete | = . IN WITNESS WHEREOF we have set our hands. PROPOSED SQUARE FOOTAGES i “_ _ _ oe ie) RECEIVED LOT 1 = 6,750 SQ. FT. I Or — — — __N88'5126"W LA 234.00" ~ LOT 2 = 8,893 SQ. FT. I 81.34’ eee Se a — = = eee » LOT 3 = 8,753 SQ. FT. i S. 22ND P 152.66 LOT 4 = 8,613 SQ. FT. ee LACE \ LOT 5 = 7,912 SQ. FT. id ci Name BUD KING, AS HIS SEPARATE ESTATE, e ist cal 62.96 =, _ a DOING BUSINESS AS KING CONSTRUCTION rs ff : Seer SS 205.00 ' LEGEND << 1] \wative. gRowTd?-0° -— ~~ eT = L-- oo] PROTECTION $254, |}_—«NO3°02’50"E | eo @® SET REBAR AND CAP #11332 SO ay & EASEMENT Se - Segoe 13.02" | L=23. st // \ mer ow +59 Es “Og? . 2 Bee is a ) 5 R=15.00 @ FOUND MONUMENT IN CASE . 1 yf Naas 65°26'38"w \G. | ?=90'00'00” ; 25" I (MISITED 1/99) beeugy Nee 2 Pa aa | | ( : 20 Name FIRST SAVINGS BANK OF RENTON <t aa ae | B.S.B.L.=BUILDING SETBACK LINE im) | eB | | Be) Fe) os | . , BASIS OF BEARING LOT 1 IRS 3 | 7 3 PLAT OF VALLEY VUE ESTATES, V. 184 OF PLATS, 6,750 sa.tt. 2 | e P, 45-48, RECORDS OF KING COUNTY, WASHINGTON. ; | ! lu State of Washington INSTRUMENTATION ! | | | a County-of - - INSTRUMENT USED: 5 SECOND TOTAL STATION, 90000072) 22? QP Trt ence nneeenn------ 4 | | | re | certify that | know or have satisfactory evidence that BUD_KING FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, A | | | signed this instrument and acknowledged it to be (his/her) free and MINIMUM CLOSURE OF LOOPS WAS 1:22,00 IN 8.50’ —= — | voluntary act for the uses and purposes mentioned in the instrument. ACCORDANCE WITH WAC 332-130-090. N88°31’26"W | ; 75.00’ ; LEGAL DESCRIPTION = Signature of A 2+71,00: es —S/~ eee SCs ae 7 Notary Public — pee retinal Be Berne eo Ne : 1400. 3 | Batea LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA | a a ee : patie 2 : 99-021-SHPL AS RECORDED UNDER KING COUNTY RECORDING { : 00° PRIV Le My appointment expires NUMBER 19991110900001; SAID SHORT PLATY BEING ' —— TORM. DRAIN 350865 DESCRIBED AS FOLLOWS: ZI! a ah TT EASEMEN ay ae 10510 20 oe i | : ~~ far ~~ ——tS5-CuRB- 60+ —=——_4 . LOT 72, RENTON CO-OP COAL ACRE TRACTS NO. 2, ed i 26 PAGE EASE i | Oo | ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF SJ | ry ee UTILS tC H = SCALE 1” = 30° PLATS, PAGE 27, IN KING COUNTY, WASHINGTON. S| | i ty i 1) f i i | ALL SITUATE IN THE SOUTHEAST QUARTER OF SECTION 19, ret ett j. a f ' wi! TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, a re Rey ilo i fo > KING COUNTY, WASHNGTON. =! LOT 2 IN cI > TOT est mW ! a Cs a CITY OF RENTON CONTROL = He bo i ie! i qc 7 STATE OF WASHINGTON { ts} ect = jes HOSEN NO. 1160 al 8,893 sq.ft. 12] | LOT 3 ba LOT 4 Shi duse LOT 5 ¥ ee 1/2” BRONZE BUTTON WITH A { ' eda! 8,753 sq.ft. ie 8,613 sq.ft. tala! a COUNTY OF” KING ) PUNCH ON A CONCRETE POST AJA! ° i ae add, 7,912 sq.ft. oO {s MONUMENT DOWN 0.3’ IN A \ ! re) 1a ' ~ |£ ON THE_ DAY OF 19 BEFORE ME, THE MONUMENT CASE APPROX. 6° ' ' a is Fa UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, EAST OF CONSTRUCTED H j A Beene Ha GS PERSONALLY APPEARED. TO ME KNOWN TO CENTERLINE OF EAST VALLEY I t POURS ED EE | BE OF FIRST SAVINGS BANK HIGHWAY AT THE NORTHERLY =f. TUSaoc tcc - 7 q OF RENTON THAT EXECUTED THE FOREGOING INSTRUMENT, AND MARGIN OF AN EAST— WEST & x ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT PIPELINE RIGHT—OF—WAY. ra) AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN $89°51'57°E (MISITED 1/99) \ : : ; ! So MENTIONED AND ON OATH STATED THAT_ __WAS 1328.96’ (COR. $88°19'56"W_(BHI) ; 75.023 75.023 75.023 70.022' i 25 20 AUTHORIZED TO EXECUTE SAID INSTRUMENT. $8950 31E 1004.92 (BHI) = $89°56'56"E 795.09" IN WITNESS WHEREOF, | HAVE HEREUNTO SET MY HAND AND AFFIXED MY 28:27" (Bell) S. 1/4 CORNER . OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SEC. 19-23-5 2 S. 23RD ST. 8 . CITY OF RENTON SIGNATURE OF CONTROL MONUMENT 3 (UNOPENED RIGHT-OF-WAY) | NOTARY PUBLIC NO. 1551 AT or —_ - - - = {- = = = = = = o = = = DATED 3/8” BRASS PLUG INO I UY APPOINTMENT EXPIRES A 10” MONUMENT THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) ON THIS SHORT PLAT IDENTIFIES THE STEEP CASE IN CENTERLINE SLOPES. THE CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT (NGPE) CONVEYS TO THE S. LINE, SE 1/4, SEC. 1925-5 PRINTED NAME OF LIND AVE S.W. AT PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE DECLARATION OF COVENANT; (PIPELINE ROW.) EROSION, MAINTENANCE. OF SLOPE STABILITY, VISUAL AND. AURAL BUFFERING, AND PROTECTION OF THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFIT TC a We , : . ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS, AND AGREES TO CONVEY THE (VISITED 1/99) PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECTION EASEMENT IMPOSES UPON ALL BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THS SHORT PLAT TO ANY AND ALL FUTURE PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER THE LAND AS SHOWN ON THIS SHORT PLAT. VEGETATION WITHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM COAL MINE HAZARD NOTICE: lu IE any OF RENTON, PROVIDED HOWEVER, THAT THE THE OWNERS OF UNDERLYING PROPERTY MAY THE LOTS CREATED HEREIN FALL WITHIN A COAL MINE HAZARD AREA AS IDENTIFIED BY A 2 LL LANDSCAPING. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, ; REPRESENTATIVE AND EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE UNDERLYING GEOTECHNICAL ENGINEER: (AT THE, TIME ‘OF ThIS iSUBDIMSION. PRESENCE. OF SUCH A HAZARD MAN Q. Babes TRIGGER MITIGATION MEASURES AT THE TIME OF CONSTRUCTION. N : =| ce) PORTION OF THE SE 1/4, SEC.19, TWP. 23N., RGE. 5E., W.M.[> , ? ) RECORDER'S CERTIFICATE ...............c0005 LAND SURVEYORS CERTIFICATE WILKINS BAIMA & HOLMBERG INC. K ENGINEERS & SURVEYORS se eseeacaee cessenssey | QeaceaveOteoeceeM This Short Plat correctly repr rv ON filed for record this day of. 19 at Me ee undeatay ieee repreeenis @ survey mace Ey SHORT PLAT 100 FRONT STREET SOUTH — ISSAQUAH, WASHINGTON 98027 In book..........-Of........0t page.........at the request of H (425) 392 — 0250 pag q requirements of the appropriate State and County WILLIAM SHUPE HOLMBERG. Statute and Ordinance in AYGUST, 1999 DWN. BY DATE JOB NO. 1610-003 ae: tod. /, H.D.0./MSH 7/10/00 DWG. NO. 1610-003 ee - . CHKD. BY SCALE SHEET Mgr. Supt. of Records waeasvesenes eas Y= OF — PP-o0- (6!