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HomeMy WebLinkAboutLUA84-010 - Large Format base control screen 80896 pd . a v e « x \ z q \ ' = [NET WY ) . ~ Ny ~~ Vz, 2 Zwv ot KR . 26 age les geo oT PN et ee. \ 4, EN ION ANG : ae | | ' WP : Ss B ae 4 SY). </ Bie Wore ore Ai g AS ‘7 © ,* Me Ae a | \ \s r 2 2 + g x t Ww N £ ee \IeTk oT aw 4) ee ON ABE y a x & w s§) ve S Cc 4 ES VIOINITNY ") . MAF 1x7 TO CPE uiaiieniaan BAST ELEVAT IAN aa awn wee IP ~EAFS NORMAL GFOWTH - BO’ YNPe a gga } Le BAN OM lAaICn METRS CASEMENT +— : AK AND RICE \ - ok diet. teen a PAOILITY VAs Cals LAM I> ‘ AUTOMOBILE 5 DELEROHIP 4 | C Wen ae LINZ e— pel : Z) Ca ral PAOVECT « es | =< EAEMENT a px(PHE Px 4 ZEON AWIICH « 10 BE ZEMeveElr ZEN TOM | 9 VILAGE a= ! Ke “| S ZENTON VILLAGE PL. A 8 gor } a ———_ Z eG Sere ae Ste i «: a al - | 2eA|DEHN AL | ~ | ay, PROPERTY MAP LPPROX IMATE BALE I!'2 Bao! SUPERIOR REPROGRAPHICS TB 623 PLANT LIYT S{MPpo- BOTANICAL NAME- COMMON NAME a) ACER FUBRUM ‘AYE EINS’ FED MAPLE PINV2 CONTORTA BHORE PINE CPULTHERAIA SHALLON EYs|_ Ad PHOTINIA -Rboer| FASEB FHOTINIA sae SSN HEPERA HEL >< ENeL| <44+ IN y+ CACAEME? rT Lap iT /P2, aye + EPOEMENT+—y LAMir F\ WHE OTTO! CEE @ PENCE L Be ae’ | aman TRANSPOSEMER. eet 8 , ETANTAPD «— TE CHAIN LINE PENCE WITH VIO? LATS AND 2 STRANI BAPEED KW/ RE VPOPOZEV P-| | |’ BET FPCK a _ Fes FM yes chk, Sake ae ee ee i EASEMENT UMIT DOBLE |"=Z0'0" 2 8 $ S P. OlZ-. GW CTT. SIZE/PLANTING I2 |4'-|\% AL, Bee f- 6@'- 8", BES . | AL, 2/Ac. 22Z- 9 GL- , CONTAINEP GPOWM ” | BL, BAC, , B LEAPERS/ PLANT Facilities Design & Property Development| 0:-925Z ot POPP RAL ET PR IVEWAHT _ OT QVECTATION TALBOT FOAD (SR 55) j | | | E , ETT i Soa VAPOR E INU. Ae ‘ cm R-o/f0 oY eee ey %, o } CU-oll- 8 IZ SP- 013-8 S/ N NS &) [74 V/5LD SRH 3-27-33 WILL/AMS TO. VILLAGE PL. = —agASINE K VICINITY MAP SCALE. /2 1/320 t Ss d SANITARY SEWER 3 MANHOLE TOP 30.5 CATCH l¢——] BAS/V 80 ee a | INVERT 12"5. 26.0 , S wy % = 20 N ‘Ws IN ze 7 APPROXIMATE LOCATION \ Mate oe oe AS || “NVERT 8° ES. OF NORTH SUBSTATION 27! ab 5 20.5 (PLAN) ug INVERT 12"N, 24.3 tt 1 : ) x 4 oe” P a pe “et || S 2 ! oe sé! os CRETE ye oid i P > 6"HIGH*""|-. | 73 2g . x WITH aoe | | fF BRASS , aS. 4i. Tt CURB : A N 8I 44 W /92.7/ 28 : oe ore 3. a i x | r 0 ly 2b’ oO ‘OB"ER HE ’ ne Ce Re ae ee GU Dv00°S4'16 BY ut ae Py Le . Sy 7 0 1=1Q.26 heed iad 79, oe : reo = Ve 4 B:650.00 Ai : qT a ee ES Be Ke —— ws FOUND Canc oa x CONCRETE, -’ | SLAB. - Ih a or ee 89° 0 on 2D i , ~ eA OT EASEMENT PARCEL N we ee ee a. me ‘3 KING COUNTY RECORDING Bs “3! OI 19 13x NO. 8288270358, (SEE NOKE 4) ” ANG Sete Se 9p POWER Gl gi] we oay OH |: 4 Teen | MIQN UN ok K: N= POLE SUCHS! Case 14 K , \ (ABANDONED) Wl Lil NA |S: DUAL PO , b Bt ZN & aN * : ¢ ee. ry os Tw Ph APPAOMMATE LOCATION BE 6" WS |S ame N 5 9 , Se : . 9 7, 3 5 ~ fa) : eae 4 SBN RAE 0 i Se | AOI LE TIRE AS INS | I fo $ ; Wee LENTONITIEY REGIS FSS | OES | 1S sy SN FLO: eat 23-14 5 aa -- > Oo ERS | mf t STEEN GE ay rN PRES SED ES K Sia CREE AC ES SNES cole = 28 ELEN s ~ . eS ie) wan ETE ‘ Se fi - P, » DN lec X Wooo ee NS ee BM) 9" . < Ss im rN i [ja DUAL POWER “eX 6" TER E (OVERHEAD). -.. S ee Q 5 Te oko Suse Se NS es Ne © Ae x . : OE NP OCH NR ee oe \ a 9 i EX HID Bi | AL (CONCRETE BOTTOM) / he by a AS ee CN KN: : Jee a) a ey ae Af ONT WALBARS 5 aa > eee an Ty S|" : or ae > WK Fe NN IES oe eee tk) Qt RN) y Ny = \ ees as wt @ Ee OF a “Ue Nae Pf oS QS 21g iS < Tanne eX © S OF RENFON UTIIT, ORDS. >s CONCRETE 2/5 ¢ Hk Pe bh] Ne e ~ ») is Pe fs : he \ ~. gs R NC : S ae VAULT an NO 2 > so CONCRETE ‘ FS G ) M0) hid Vl ® ANT VAULT NI ARS Y COUNTY RECORDING NO. ie AS * 7 x ) 8208270358. (SEE NOTEA) e Pagel ye i]. 6 Fron ie 19 v | EXISTING AREA RS ‘ fee } Wy v | NOT FILLED oR * BvBIES x 9 i BEVELOPED nD 20 ER 7 ‘Gh jsronm manHate APPROXIMATE FS ev | g S eres eee LOCATION OF F 5 iV "+ ll \/MWVERT IBS W 204: SOUTH : yg pane F : Gp SUBSTATION & ‘ 9 | fr a, : Say concaere// \ Py Wblacoume : a _- NE8°5552°W U7 _ MW |? 145.00. 0 4 <Oe S Nh y CATCH BASIN +] J ra ——- < MLE | INVERT 24.8 SANITARY SEWER m| ¥ P 89°44-02" pw {75. at ee ee si if TOD 29: ny wT XL Q. WEDSET CONCRETE C ne = NN] N Qa ‘BE WITH BRASS | LAGER Pe gee wy a Ss ‘ | O ‘ nae als SINS (240 \ = 8 Sis 9] 58 | ee oo oe fet S cS TY carcH BASIN 5 Se 40 | 26 28 a YD Séweg TOM - oe. om ee TOP 28.7 OR ea 8 | CONCRETE STORM 7 Hf. :, : — MANHOLE 5 Ge ft : SOUTHWEST CORNER INVERT I8"NORTHEA S ae es xt 1 te SECTION I : ST 209 at ae ae t Mikcan |. Rpiebiget: INERT 4260 'tAST 22.6 | eS [ev SANITARY SEWER TOVVNSHIP 23 NORTH, RANGE 5 EAST | iNVERT ear ae? ce fe re © MANHOLE | = STORM |..S: <a S| 70P29.0 4 ~ | S © SEWER |. =. x w PEGE D 4 MANHOLE |S. ~ x | a 78M Mees |) Q NS —— SUBSTATION SITE & NO. / INV EW cia: u, > : igre RK, 4 APPROKIMATE LOCATION Ys BOWER Bm " APPROAIMATE LCCATICN : we OF EXISTING DEVELOPMENT a 4 é- 3-21-84 AP - oO 20 40 60 ae SST ome STR RS =e Ss BO FEET ~« NOl°04'08"E ALONG THE WEST LINE THEREOF. A “ HORIZONTAL DATUM: KCAS VERTICAL DATUM: CITY OF BRENTON /=20' LEGAL DESCRIPTION EXH/BIT FF THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 23 NOATH, RANGE 5 ZAST, WM. DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER THEREOF ; THENCE DISTANCE OF 232.54 FEET; THENCE S88°5552°E, A DISTANCE OF 9/7.7/ FELT TO THE TRUE POINT OF BEGINNING; THENCE NOOY5'58'E, A DISTANCE OF 200.00 FEET, THENCE 5$89°44'02"E, A DISTANCE OF 192.71 FEET TO THE WESTERLY RIGHT OF WAY LINE OF SBSIS (TALBOT BOAD SOUTH) AS SHOWN ON WASHINGTON STATE HIGHWAY PLAN - RENTON V/C/NITY APPBOVED NOVEM ANDO DISTANCES ; THENCE ALONG A CURVE HAVING A RAD/AL BEARING OF $89°2008"W AND A RADIUS OF 650 FEET ALONG AN ARC DISTANCE OF 10.26 FEET; THENCE $02°35'09"W,A DISTANCE OF 76.70 FEET; THENCE 508°2053"W, A DISTANCE OF 100.50 W, A DISTANCE OF 126/ FEET; THENCE A DISTANCE OF 175.00 FEET TOTHE TRUE POINT OF NO CONTAINING 0.853 ACRES MORE OR LESS. FEET; THENCE S02 °36'57' N 89°44 '02"w BEGINNING 4 | * | 4 LEGEND RCP - REINFORCED CONCRETE PIPE CMP- CORRUGATED METAL P/PE TC - TOP OF CURB ; i BENCH MARKS @> 78 NO./ SPIKE IN EAST SIDE OF POWER POLE ELEVATION 28.08 @ 18M NO.2 CHISELED SQUARE ON WEST EDGE CONCRETE SIDEWALK ELEVATION 29.57 NOTES a L THE SITE 15 SHOWN AS SURVEYED ON MARCH 20, 1983. UTILITY LOCATIONS WERE TAKEN FROM AS-BUILT PLANS f AND VERIFIED INTHE FIELD WHEN PRACTICAL. 3 THERE ARE NO TREES 4/NCHES IN DIAMETER OR GREATER OUT SIDE THE EXISTING CYCLONE DESCRIBED PROPERT 4. THIS EASEMENT 1S PLOTTED AS REWRITTEN BY HARSTAD SURVEYING ON MARCH, 1983 AS EXHIBIT "H” PARCEL "8. HARSTAD SURVEYING 643 STRANDER BLVD. “SEATTLE , WA. 98188 575-3433 FENCE WITHIN THE ABOVE NE 1/74 NE 1/4 SECTION I9, TWP. 23 N.,RGE.5E.,W.M. ! CARA ROAD TO GRADY WAY SHEET 6 OF6 ; BER 5, /97/ ; THENCE SOUTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING COURSES fg Seas “EXHIBIT “Dp” PRINTED MAR 15 7984 PUGET POWER PUGET SOUND POWER & LIGHT COMPANY JOB NO. peer te DATE 42. 7 SCALE / S20). EXHIBIT "F" TOPOGRAPHIC MAP + BoundARY Survey GRADY SUBSTATION DRAWING BY _Z AST _ MAP 2 CHECKED BY APPR ear