Loading...
HomeMy WebLinkAboutLUA84-044- large format ba s e co n t r o l sc r e e n SV W : 5 > ©z7 OA = 2 we = = | 4 . . } ia H\ 2 »\J Hes <7 4) a f : j ). X ‘ Ve ae Ss Ne & a7 fa 2 , ee ee Oe Cee é' L KA 0 me 2? bik pS Alp Ces Pun fe scat 3 mt Oe wien, (ioc = ie wit OF HHH ay ng VA OAR TY AONE Hh wd EPC MENT Tat VBE TIED EAE DIS ODE 4 € |b The SRAM ili ® \ ‘ ; yy, ij by i, ‘bb p i Ry oY ye Bees aa BLD : li : CLE -cntgialh <{. roe D Oo : AbHt> Aol AP TER IO ~TEARS NORMAL GeowTH LANT List 0. BOTANICAL NAME COMMON NAME GIT. AZE/PLANTING of ACER FUBRUM “HAZE HNS’ FEO MAPLE IZ |e'-|\B’ AL, Bee =~ PINUS cONTORTA SHORE PINE se GO", BES Cc CPULTHERIA GHALLON Cips\_AdL - | AL, 2/Ac. oS PHOTINIA FRASER FRAZER FHOTINIA O@2- 8 G&L, CONTAINER BPONN ® HEPERA HELIX ENSLIaa+ INT “ | GL, BAC. , B LEADERS / PLANT Q ep) AUTOMATIC |HAIGATICN ANE TEM WILL BE IN@TALLED a) . <\ ome : | = Be stone | © \O/ HET FPLK 1 | er : a rt + Teo 7 PAENAE LaiMitm Ci peactt | ia | Le | SS WAGHING TOM Pas SN ee ee "nN ate oe x; 3 BO’ wie WY aS . | | . ite : Z y EL EOTIA CAL prt VAIN VE Ln | 2 THAN SM iazion! = S en” : | | vy Mere EASEMENT WSF Sr ye od ; if PAK AND RICE (US deals Zs ie? * oe & 3 UTILITY LAI x,” FROLITY a ee 7 Cah VN T { | wee CPIEMENT-—y AUTOMOBILE ? OR ze | PEALEROHIP aha al LM it- FN ORE cent | . 7 BIN \OHED? * | = BISON | x WAT EX LoT UNEs—> < ZIRE @ PENCE | ‘ae ee , +» Ee AL, 20,00" * a | Oe eat wens GOCE SOL ae i ¥ es | ee CEMTION AWITCH + * TEANSFoeMER A | TO BE Zemover 8 x 1 xX | ZENON ‘ L@ | VA AE . i Aan x | x * ‘S | Wott alte arate L . | ) STANCE D c | 5 ; 5 ZENTON VILLAGE PL yr IN in EBV ACR MER | x, . We ge x ne fh KN | AV 3 . BAPCED WIPE \ : | 3 S : a pod Ke a wv. = Ko ) AWE X 2 3 id " i ee «(AC MAE At 5A : el at STEER e THiS AEA i | | ‘ # Dy eae aera PUTUCE ACLESS peFPADT ) 1 ! N £ ee WoT eT CP NEWAT | | | a) | ZEA|DEHNAL i i ewaoee ) yee Fs ae $f ——— 9h IN 8 PSS7 Ry ae WZ! | SZ, pe Ie 2) oi | VAN NE as os an ie ecg ass ae # (7 VICINITY ay PROPEKTY MAP wal) or AN SY *g Ki i} <4 | coer shea " t ROOD MP wot towne , APPROXIMATE BALE 1''= Boao! ‘y ; pbs a Sok eae a BI | | | Re 6 ie | 1D} 4 oe Sieegaraa a a ae? ' | | | JAN 2.0: 1984 b= m FPRALECT APEA ZONING ni (ae i: + | BUILDING/ZONING DEPT ZeOSED ey f<20'" Z1't Z\'F | | | ae ge . SCALE - | COMPREHENSIVE PLAN: COMMERCIAL | | ; ot ANE SUPERIOR REPROGRAPHICS TB 623 ‘ ‘ . 4 , . s _ A , ; ais (# - BILL OF MATERIALS SAP oe if SEWER MANHOLE 7 eee TOP 30.5 QUANTITIES ARE ESTIMATES FOR PUGET POWER USE : AND SHOULD NOT BE USED FOR PREPARATION OF BIDS PUGET POWER LINE] QUAN | UNIT DESCRIPTION STANDARD | cope | _ REMARKS 1 6tS ey TOP COURSE 3112.0363 CATCH 2 1560 |cyY YARD COURSE 3112.0365 Lg—_—_§_t] BASIN Y 3 19 |SACK | BENTONITE 50#SACK _ Invent 12°5. 280 A} 355° bey SAND 3112.0211 $ ASPHALT 28 8 6 | 8 | EA | 10'GATE 3113.0211 4 KR “\\% iN 7 | 460 LF | 7' CHAIN LINK FENCE] 3113.021] } | 7’ CHAIN LINK FENCE 20 NORTH-SOUTH BASELINE JL-STORM MANHOLE D a.) SF LF | FOR CAPACITOR BANK| 3!!3.0217 N.00° 15! 58" E. age 20.0 9 INVERT (8°'N.E S$. VICINITY MAE ‘ 20.5 CLAN) SCALE. /2 1/320 on : 135.00" | 2 INVERT 12"N. 24.3 | ES ease ee 25001 | eee Br A ({ 8.00! SHOULDER : Ee $.00' Ty | 5.00! “ells » 9% ni Dtease SHOULDER CONCRETE] : 30 = 5 Bee be t ae Wa. Nel | = $ ” ; eo ee { fe a N 87°44 O2"W 192.7/ ys PLUG ne a 34 ic =e ae & Q KB9°ZO ‘OBER ie yt ' Pr oo. PARTS © gee, CU 2'l| SLOPE 200°54'16" Se, “a (69) a i \ 210.26 oe N et © i ' z Oo. nes bs oO ‘ ! ae o|18 ‘ | 1 Sena 4.28.50 * cone 28.80 |’... RS i eg {4 I +I <A SES PaaS 42110 aX + : ! 2 SLOPE El nt i A "s ef ii — l-+ MATCH 5) & cf || | EXISTING 5] S - : KG] ELEVATION | 5 JIN ~ | "t RY |e IIS] “ION IN al | , See Pst ‘ee > CASE 29 \ IS | SS mae a 5 ra au, 275 AU A yaa = Oi ; TT cae © 9 | SHO eo} fll « a ee a8 (611 ,-F4--fe---f TPS eT Ts an) "a? | 3 Sys i + Ry SAS t O| & Snes | 7 Rea. i | t We | KN a} © = 588] | WSs Np ol ma a 2] wh yer | a Sw 9g ry x Ss Bs y 9 } * Le +, ee | | one 5% | N weg ¥ Ps | a. 4 4) N = | 24ers LC MS S288 8 | ols! ee ~ S | aaa ie SPCC | 3 S¥us 8 Ok a Be ia Ww | Re off it AREA Lo MSE = | a ey) gq; 4 t | is | SEE. DETAIL 4. J ou pf © ous & e P [whee 1.” Tt i | ee ay | Iss X | GZ] VARIES |. (®) | : | | : store $e =e = |. | K sae “N CRMeReTe. Oe) CBee eS Ve Ph = Sa. N OK | r ue ee " Seria ee BROKEN CONCRETE A ae ® ae TS \) Q | i ; w | TC i 4 ; a , ae STi oY EAST-WEST BASELINE a oe elbiiadtior | ue eg N. 89°44! 02" W. | 4 | DS ny > zuN se | < . i Oo | oS Ww =| e Say] : | 8 220 a 2 vik Re on . rs ge REF ONLY- ~~ Tess Wh lease Concaere of fol FOR LOCATION SEE_D- 5814). foot \. i 7 oe (3) — ae S| > v| “station DRIVEWAY ~~ 29.50) Pum _1 1 concrETE SIDEWALK FOR a) ° S| is DETAIL I(TYPJ ~ ge era DRIVEWAY ENTRANCE oO — 8 u y Aucire Hee ae eae: Sani ak FENCE) ,; SEE DETAIL 3 LTYP 2 PLACES) { : | & ol a Ko er STORM MANHOdE | ASPHALT CONCRETE Si Sh ae es ag yA Fak oe « DRIVE WAY, SEE DETAIL 2 (TYP) a i APPROXIMATE ¥! : (2: SLOPE INVERT 18°N. 19.4 9 LOCATION OF Y if I ‘d I a3 J, 1 RES? * INVERT I8°SW 204 S SOUTH y| £28.50 oa A, | wey ! | ei _™ ITH Cy ex P 4 na ie a ian Me Wie | 2:1 SLOPE 83 te iy ai REFERENCE DRAWINGS aa 4, en Ma a), eR vac . ins < ee IMMEAT 24.8 SANITARY SEWER : vis N39°44'02"Z “p --4 5108 O MANHOL 0-3405 COMPLETE LIST OF DRAWINGS % : fs Net ser concabe pone ae a oe 0-3425 SITE WORK SPECIFICATIONS “| at ogres ZENE ne" ll cme __stoam 5] sewer 0-3358 SOILS REPORT 2u| So 4 ae _ Fie. D-5814 DRAINAGE PLAN ge ite O ee NR D-5812 REMOVAL & DEMOLITION PLAN OWS2 24.0 oe, © Sas ~T 36 ; ae S = re D-5813 PRELOADING PLAN SO} AR 3 ee os ee S + iol pet ees | © | XG 26 28 78 4 Se S7ORM YQ ae RS TOP 28.7 S| $u 14.0 D Sewer Se. < Ls ae CONCRETE STORM 7 Oe ee BS MANHOLE 0 eS sh SOUTHWEST CORNER INVEST 18°NORTHEAST 209) S cy t foe apanron kh NE% NEL pei ki Ie 2819 5 [ie O sanitagy SEWER Ee AT TOWNSHIP 23 NORTH, RANGE 5 EAST INVERT 15 bAST 277 | > \ oa ee Kk peg S “ a = c fe JAN 20 198 g S SEWER |. =. t % PRINTED. % MANHOLE | -'G- Ry . BUILDING/ZONING DEPT ese Q TOP 28.9 |’: Q N JAN 10 1984 md ae ZI]|~: % S$ > INV IS'W. 2/7): : : ¥3 ee 5 PUGET POWER POLE all” W DATE/DESCRIPTIONS ¢ 10-26-83 ORIGINAL ISSUE , eT Ra ERT DE GRADING & FENCING PLAN GRADY SUBSTATION Uh / Sop . . eT T & D ENGINEERING ___ DRAWING NO REV NO ar : | GA nt DEPARTMENT | D-5815 fe KE t-6- 84% | BELLEVUE, WA __[SHeeT 1 OF 2 wih |--94 SCALE: I!" 30.00! | COUNTY SEQ NO FILE NO DJ 10-26-83 [I0B NO: 0680686 jada | ) K- G4- B4- 7 6 5 4 3 sas i i v | i i FRAME AND HINGED SOLID COVER Heed Sg ig a © gfA4 Sigs © ae oO oO 40 NOTE# see tna ag oe oe Cae 6 ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT pet Oe oe COATED (TREATMENT | OR BETTER). i. ay See 6" PERF CONCRETE PIPE 3/4" DIA FRAME ‘ae ue =. = al L*- ae 5 : 10" HIGH EXTENS|ON ——o>-*: 2 8 BENTONITE SEAL e- 4 ey MANEAL OPERATOR. ~ -SBt¢ GONCHCURB EL 30. 08 TE ay YARD COURSE a #3 re CREF ONLY) a : -E Wei 48V DC MOTOR P_ “| g22 A oon aR 2 SES VES Hej COUPLING G08). © “HRS — COURSE e is : oe pe eo a SIDS = a 6" PERFORATED CONCRETE PIPE ae | 4" FLANGE ost aces BASE = = I/2" GALVANIZED OR O C820). eo geo} 8/QO.” yee NON CORROSIVE BOLTS Oo 1p) Ie) ‘a . a8 < ha if} tt See eee \waiena. ogo | [STEEL PIPER):.@ Raa: View A AND NUTS SEAL Ae a ee 28.43 sits ite. Rwane SUB-BASE FILL SPCE PERFORATED DRAIN pr REM Soe ues Cana A * if = OR NATIVE SOIL MAXIMUM 6" SPACING PUGET POWER STD SPEC 3112.0379 ‘ () pt 4e28.33 | BeNTONITE SEAL WEA I a —_ CENTER SECT|ON ——tm1." LAs: \ he ane ane BUTTERFLY S . ek. ore Bia FRAME, 3/4" DIA Le 3/4" DIA FRAME vol x NS a" OSTEEL TO 4" RVG SPACE UNIFORMLY & x PIPE ADAPTER GRATE INLET, ——_:: es p 3 : 1/4" xX 2" xX 5" TYPE 2 (WA STATE = 7 4" 90°PVC ELBOW WITH STD. PLAN B-4c) A = I/4" MESH SCREEN STRIPS BOTTOM “ * : aaa Be ‘ ENDS TO BE WELDED SECTION ‘: : TO 3/4" DIA FRAME Pa ROW PSY —— 8" MIN CLEAR EACH SIDE oF 3" TOP COURSE END VIEW 4 i 9" BASE COURSE NOTES: eS I a TRASH RACK Ss See |. ALL METAL PARTS SHALL BE MADE OF CORROSION RESISTANT SESS... sets A See MATERIALS, GALVANIZED OR HAVE A PROTECTIVE COATING. Cone ae 0: BACKFILL_COMPACTED DETAIL 2 2. COATED 4" STEEL PIPE AND ATTACHED FLANGE SHALL BE GROUTED IN ' 1/2 PIPE ¥ | REVERSIBLE CAST IRON FRAME & GRATE THE 6"HOLE PROVIDED IN ONE SIDE OF THE GRATE INLET. STANDARD c DIAMETER —= — (OLYMPIC FORY NO. 5435 OR EQUAL) KNOCKOUTS WILL BE PROVIDED ON THE OTHER THREE SIDES. Pi aia CONCRETE DRAIN PIPE (WA STATE STD PLAN B-2a) GRAVEL BACKFILL FOR eae 3. SEE DWG D-4021 FOR GRATE INLET REQUIREMENTS AND VALVE PIPE BEDDING ge Res 6x INSTALLATION DETAILS. : eineaey cuanto ox TOP COURSE NATIVE SOIL f pee anaes” YARD COURSE. TYPICAL, Pire BEDDING : | J sree Wipiein cel ag TOP OF BASE COURSE er Sear MIN RBC Seana se GRATE INLET WITH MOTOR OPERATED. VALVE DE TAVL +. 3 a res Ae nich SECTION A-A xe Ba a INLET PIPE a ane elles othe, BIE Se orn | TTIW a te OUTLET P4PE @-c CATCH BASIN, TYPE =. 2°? °°/4" ut 8°) \AN/ZA\ la, DESIGN D (WA STATE ————tmy'ag) J J S frais STD, PLAN B-1a) ac eae USSU TYPICAL CATCH BAS IAS TYPE la, DESEGN-D DETAIL = 4 w v ” oi ot y. uk 3) fo) N n — uJ : es PRINTED ‘ CITY OF RENTON, p= na ee Ou Dt (G lp f W Bq JAN 10 1904 r i a LM jan 201984 PUGET POWER °o ORIGINAL MUST BE CHANGED ON GRAPHICS SYSTEM ONLY C200, 22] GRADRN. DET A wpa DATE / DESCRIPTION 11-8-83 ORIGINAL ISSUE DRAINAGE DETAILS pay GRADY SUBSTATION PUGET |" *° ENGINEERING eT. DEPARTMENT 5814 0 POWER? | sevice. wa Ss SCALE: NONE COUNTY SEQ NO FILE NO : DAB 1 1-8-83 JOB NO’ 0680686 ee | I T ! T ! ! l He Woes =) | 7 6 5 4 4 3 e- | 1 K-04 4 -B4. SANITABY SEWER BILL OF MATERIALS MANHOLE | TOP 30.5 QUANTITIES ARE ESTIMATES FOR PUGET POWER USE ge AND SHOULD NOT BE USED FOR PREPARATION OF BIDS LINE| QUAN | UNIT DESCRIPTION ae test _ REMARKS CATCH BASIN, TYPE | # ee WA. STATE 6 BAND Beata b ig | stb. PLAN. é GRATE INLET,TYPE 2 CATCH 2°). bap Be W/MOTOR OPERATED VALVE D 4021 L¢——1] BAS/N : ates ene . CATCH BASIN 3 ; 40 LF 6" PERF CONC PIPE ASTM C-14 CL.2 Tor ae sa Le | sscueouee : 4 19 LF A"SCHEDULE 40 PVC te INVERT 12'S. 260, : : Na ; ‘ Re 5 Qi LF 8" PLAIN CONC PIPE ~ ; ASTM C-14 CL.2 WwW 28 < 6 120 LF 12"REINF. CONC PIPE ASTM C-76 CL4 a, |\es a ST Fe “|Is BACKFILL GRAVEL arse \N q 12 CY FOR PIPE BEDDING abheaaea See ae > ea i — oO ~ 8 2P AL 7 STORM MANHO. APPROXIMATE LOCATION * oo Tor 36.0 peas \ fe) INVERT IBN € S$. NORTH SUBSTATION y ° s 5 20.8 (PLAN) OF i oS INVERT 12"N. 24.3 0 : * 212 > : x ' ' % 9% : ro io 7h ae 39.00! nid 21:00' 29,00! _ S LD) 6°HIGHT| A * = CURB I N 89°44 \02"W /92.7/ = VICINITY MAP : £7 | : SCALE. /= 1320 = F a AP ieee h ot BROKEN | x pe ae ace —+ > CONCRETE Bae Se i Sie se OREN a —— x ear x x = — Q CONCRETE, SLAB: | | T ry c “j : ist pe SMa Ms Kp x t CONCRETE YAULIS chon | ‘ S| ier ea we sf} | MON IN lb S| : et CASE \ G | Bed & "4 6 ey x CBF | * 58 LF 8" CONC PIPE CB#2 W | oy / SLOPE=.01% . }7>——_» S re a jh | x S pe. fo} NG te ae ite Bea ee ea ae a 0 | PLUG END,; | 0 Of ae t c FeaeST NT Oe us i | ~@ * oe » x K as st v 4 oes 9 & | | woo Sz x a % | 8 3 | ae 2 = 50 + 0. aie Aa ~ j Fr L Ki ig tr CC a a0 CBks NR ae Ss A 2% cece outs SLOPE=O1'/ Se wan ar 2 9 CATCH BASIN TABLE 4 pe Psp | NY Us CS om -s ‘ ; = | OO Tus BA = Ne ext 4 be | 9 CATCH BASIN *| TYPE la DESIGN D CATCH BASIN #6 TYPE la DESIGN D W/SOLID LID rey | A Nene BD a : pw SE od | ae : GRATE ELEVATION = 29.50 LID ELEVATION = MATCH FINAL GRADE ELEVATION fe) RE ,. q PLUG extn as | a fw : Nk Gd ty i) 2” ss IE EAST = 27.00 IE NE = 24.50 i Sidi AEN Bl ee A == —|\—jE20877 |. ule, cow eu “tS =f ; IE NW=25. 56 | 4% Bae | | eo eae ‘é eo ee ee 846 |, 9X Y CATCH BASIN #2 TYPE la DESIGN D IE E = 24,40 y a | Br es, 3! . NS S| To He | ae EAST-WEST BASELINE GRATE ELEVATION = 29.50 =<] 66 ie 7 | x ee ee See nN oa | q.". Ha N.89°44' 02" W. IE WEST = 26.42 CATCH BASIN #7 GRATE INLET-TYPE 2 oney lek OF | —¢4 ’ © N ya LX IE SOUTH = 26.30 LID ELEVATION = 31.25 qe he . | mE 6 gf | |E NORTH = 28.43 4 : _cB#4 an Sy #3 TYPE la DESIGN D |E SOUTH = 28.43 uA a a x \ Sa. CATCH BASIN a i + eae si i name tora SOLE gcon ie. ee | a ALS wi GRATE ELEVATION = 29.50 IE EAST =28.33 VAULT. SES nae = S—- SLOPE: 0074 oy See ay © |E NORTH = 25,88 ca nd ea ny a. is s ofS &K., NI |E WEST = 28114 ae ee : S P| LAIST Maes RSIR | IE SOUTH = 25.76 “ } | | o ne ce = bs \ a3 Bs & Doror ‘LES 70R™ Manyade CATCH BASIN #4 TYPE Ia DESIGN D rs aoe te a Oe eae IE eS te as “Oo TOP 28.6 GRATE ELEVATION = 29.50 N APPROXIMATE Ny es si : . ‘ 2 Bs OE ae ” | INVERT 18'N. 19.4 [E SE 25.63 4 LECTION OF IS, ; “g “| yeeros 208 Pasion doc Be * “63 | TIE 12" REINF CONC PIPE INTO ST Ee ee es | Vv v {I | Fe Be VATION = 29, 50 Le | | y s aie EXISTING CATCH BASIN Te hasan fe oe i \ pas = H NE88B°S55 52°W 4177, ! | es ks 7 TatCATCH BASIN : 1E NW = 25,22 oe Yee aes u y UD | 70? 28.7 : / v Oe —_ = Z INVE SANITARY SEWER 1E SE « 26.12 : mW} Y N8I°~44 OZ W ; ae 5 ate WY TOP 29 e CITY OF RENTON IY : BAR sor : oe REGEN at} BEN 42x60" |: || CME STORM, | SEWER _ 4 Pe ety WW <s case < ls .! JAN 201984 *=— . Ae) ak WG AS 4 0 fae et x . PRIAIE /FORUAIC DEPT SAINTS - ba 3 S » as REFERENCE DRAWINGS BUILDING /ZONING DEFY 9] 58 > ae & ee N iS CATCH BASIN — | Wy 0 26 18 Ba] th Seweg 708 a eee - “os TOP 287 os a. wet > 0-3405 COMPLETE LIST OF DRAWINGS Rbk : CONCRETE STORM Sel. . x M SOUTH ER MANHOLE Vg robe ieee . 0-3425 SITE WORK SPECIFICATIONS OUTHWEST CORN INVERT (8 "NORTHEAST 209 Re Sed x k NE NEG SECTION 19, INVERT $2.60 "eas 22.6] oS fw Bas see D-5815 GRADING & FENCING PLAN PRINTED . 2/.0 ~ RE TOWNSHIP 23 NORTH, RANGE 5 EAST INVERT IS EAST 21./ | roam |S K S| 700 25.5 D-4021 GRATE INLET W/MOTOR OPERATED VALVE 34) 4.9 (G04 Cc “Q- N : S SEWER |. 2. wy a S 7 Xt 5 MANHOLE |S’ t ~ PUGET POWER Q TOP 28.9 |: Q x ~ INV 155 2).7\ 2° © 2 : INVLS'W. 219): : : ns > eed Xt x ys POWER ae : POLE ya © DATE/DESCRIPTIONS GRADY SUBSTATION D ENGI pugs, |TAReMEeN|. eng |S POWER O BELLEVUE, WA SHEET | OF 2 SCALE. 1"=20.00' COUNTY SEQ NO FILE NO DJ 1-3-83 J0B NO. 0680686. AG R-044--84 co a l 82525 1 7FT HIGH E- ate STATION FENCE ¢ DRIVEWAY & DRIVEWAY rate, OO! 5. 00! 10. 00’ 10. 00’ 5. 00’ is te pie Lt ad SHOULDER 3"ASPHALT CONCRETE SHOULDER YARD PAVING WOOD CURB ‘— TOP COURSE = COURSE \'4TOP COURSE TOP ar ve TOP COURSE as a or ue BASE COURSE —#OU, i yAs: Me it cowpacten st NATIVE SOIL BASE COURSE f° wy TERI — SUBBASE ae | . OR NATIVE COMPACTED SUBASE Ai eae oat Fy er STATION DRIV TYPICAL DETAIL | BoPHALT CONCRETE SURFACED. DRIVEWAY O- THE BENTONITE SEAL AND SPCC CURB UNDERLAYING SAND BLANKET ee woe ‘ SEE DWG D-5823 SHALL BE SLOPED UP TO MEET GREATS 0? SS a CONCRETE CURB AND FOUNDATIONS yabe eras bn AT ALL SIDES AS SHOWN CONCRETE FOUNDATION a , eh rae = SEE FOUNDATION PLAN } 10" | 6 SECTION A-A ee hea’ } : BS a ES GOERS EXPANSION JOINT Ve: Peg 4 O35 Oo \ oS Pe OC a : A . * a . ° eee o. OS LO hy : ; a © 60 o*S,00 <0 ee note ee 2 bs QO % eh saeD os ray Pa Rint x Ea. sic ENTONITE Bye YARD COURSE Be er eee Cp ae See z= eo INSIDE CONCRETE ; OI. Se ee ge ae Te See 4) CURB AREA aay ae nt ee = es EXPANSION JOINT (TYP) ak Pee ta Se: SORES: 1’ -6" COMPACTED > BASE COURSE 2" OF WELL | GRADED SAND PER PUGET POWER STD DETAIL 3 : | SPEC 3112.0379 ats CONCRETE SIDEWALK ‘ FOR DRIVEWAY ENTRANCE TYPICAL DETAIL INSIDE SPCC CURB ARREA w v : DETAIL 4 oF. < 2 Ee NZ 3) “4 B- fo) ; 5.00' SHOULDER ! — 5.00! SHOULDER i. 145.00! | ‘ | 10.00! | _ 42.00! a 103.00! veri gOO0 : ; 3" TOP +—N-8, BASELINE 3"TOP COURSE COURSE apes, * 20.00! | 20.00! 3 ees : ORIVEWAY:” 1 | aeyaan Course DRIVEWAY at ul 4 2% SLOPE ca ° 2% SLOPE iG 30.00 2) at SOR UNS EO NN Sasa at OSCR KG NRA SEO ME RAEN Hee SOX "| 2 : s " iene eee a tee ot oe | BASE COURSE mote 88 ce sehe ea Nui CITY OF We Pp kK | N T 's Dp) 25.00'F- oe aie ee as NEG T Wie f \ OT OC neh a) Oca fEP AAA hw ala : EXISTING i vee JAN 1-0 1984 eee GROUND LINE wt JAN 2 0 198 , es [o} , | L BROKEN CONCRETE | BUILDING/ZONING DEFT PUGET POWER SECTION A-A ORIGINAL MUST BE CHANGED di rt ON GRAPHICS SYSTEM ONLY SCALE nae [200,22] GRAGRA, DET DATE / DESCRIPTION 11-8-83 ORIGINAL ISSUE pes ae. VERTICAL "= 10.00! HORIZONTAL 1"=20.00' GRADING AND FENCING PLAN GRADY SUBSTATION os J 9 PUGET T&D ENGINEERING D DRAWING NO REV NO DEPARTMENT _ . BeeTy POWER | scum bagel | 0 \ TWA \-le. $4 SCALE: NONE COUNTY SEQ NO FILE NO I DAB_I|-8-83 708 NO'_0680686 pine | Weert oe ee ee ee . oe se oe ae 4 Ro ae ert . 3 } | ee | | tR 044-84 — SANITARY SEWER RE ESTIMATES FOR PUGET POWER USE Tees “AND SHOULD NOT BE USED FOR PREPARATION OF BIDS : ae PUGET POWER REMARKS LINE] QUAN | UNIT DESCRIPTION STANDARD | CODE | |10,800] CY. | BASE COURSE 3112.0361 2 CATCH BASIN ‘ y INVERT 12"5. 26.0, 5 6 Lia 24.00' ><. 127.00! 20 ' lO: t 10.00 53.50! oo 53.50 a | | 8 20 STORM MANHOLE & | TOP 30.0 9 APPROXIMATE LOCATION | INVERT 18°N ES. Pid 5 8 20.5 (PLAN) OF NORTH SUBSTATION (a \ a) A | INVERT 12'"N. 24.3. x a;|! a k 4 \ S 2 opie) CONCAETE | ° = va. CONCRETE ies x HIGH a MON. WITH x . x CURB pet N BF RA. Cas. / 8S a VICINITY MAP fe fi [ae “aed a ae SCALE: 213202 j ae x 79, } - ae = | ! EO scone | i ee dae fe} s OL CONCRETE “SUB ae Ks 4 eo COMCRE TLE ates) ts ae I : A dU ¥ Al ( : i 46 ae CONCRETE VAULTS Atl : | : 5 cL Q ‘ fs eckaacesess © te idle - = ae if ans —- QO] 42 \ 2 0 Sadie MON. IM! Ty S| (ti ‘ ie SSIS) CBE a9 N) \ ; oe | 2 Yp TX; -+— oA alae % Pe ane ie eee LP aes : e % oS | q | ich sl tia L0G —— 9 | : Sa tp MEASUREMENT ROD, 1/2" 6 PIPE shed ie A RE be ITE WATER se | OR REBAR D OR ON SAND PADS IF ‘S | . ; 1. INSTALL MARKERS ON FIRM GROUN ‘gst jhegekae( alee pz sheer ot ee © ae a. NEEDED FOR STABILITY. TAKE INITIAL READING ON TOP Teale a ee / eff t a CASING, 2" 9 PIPE OF ROD AND AT ADJACENT GROUND LEVEL PRIOR TO PLACE- Sl ED Ng a is s | ok, ON PLATE, NOT FASTENED) MENT OF ANY FILL. , PIPE 7 $< - : é } = 28s BE KE 7, a 9 € Alas F COUPLING WELDED TO PLATE 2. FOR EASE IN HANDLING, ROD AND CASING ARE USUALLY a K | COMPRE) is HE ones es ee ) INSTALLED IN 5-FOOT SECTIONS. AS FILL PROGRESSES, oa eal ” ie > , : SETTLEMENT PLATE, COUPLINGS ARE USED TO INSTALL ADDITIONAL LENGTHS. ZA os toy tel op Pe ae ae LOY AR Rae CONTINUITY IS MAINTAINED BY READING THE TOP OF THE y Wa tk 4 ne ae Q] 9 MEASUREMENT ROD, THEN IMMEDIATELY ADDING THE NEW ee | aan ai Tet | ey ce 1 Tt SECTION AND READING THE TOP OF THE ADDED ROD. BOTH O “take a, c. BLOKEN a S READINGS ARE RECORDED. = 4 a ee | ¢ - FESS ae | , 3. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ” | Sim! ish, q; & : ROD IN EACH MARKER AT THE RECOMMEN : x | a | ees SOY ae OK Bt ee Le NECE SABA ucton gem £5 EACH TIME, NOTE THE ELEVATION OF THE ADJACENT FILL pe COE E TS e Phe - BROKEN CONCRETE | Vd gut an YQ * SURFACE. ‘ & | : NNG CG ve 1 | RY TS SR) FOOT, OR 0.005 ) | 4, READ THE MARKER TO THE NEAREST 0.01 ; oe | ney gba fata Be! OR segs [ree aN DETAIL 4 FOOT IF POSSIBLE. NOTE THE FILL ELEVATION TO THE a Zo : i os T Lx | NEAREST 0.1 FOOT. fe) U ‘ $4 e , s . a Fut ace 1) Mg ee %. £8.09] Sf eLTLEMENT PLATE 5. THE ELEVATION OF THE RISER PIPES SHALL BE SURVEYED S wo} | ! oe i SQ, aN BEFORE PLACING THE FILL AND THE ELEVATIONS SHALL AD o | RR \ ce BE REFERENCED TO A BENCH MARK. LOCATED A MINIMUM OF Sprint 9 Ba fe , is Hee ‘ 200' FROM SITE. UL 9 A w ps i =] Sf Po) aM ee Gale ~ 2 6. THE ELEVATIONS SHALL BE RECORDED AT ONE WEEK INTERVALS. 1S : SEE DETAIL 4 cs THE LENGTH OF TIME OF THE PRELOAD SHALL BE DETERMINED We sas; (TYP OF 5) s BY THE ENGINEER. } 1 . STORM MANHOKE yv le - ere . ieee Ss /N 18'N. 19.4 of APPROXIMATE ¥ 3200 “|| VERT BSW 204 ‘LOCATION OF N < SOUTH NN Lae SUBSTATION CONCRETE rs Be oes ‘ BA454 Lug ” ns ce aaae! BA _- NE8°55 52 4 MIAN ATT [INVERT 24.8 mate | } N89°44'02"W ou wy 70P 29 RO) Bae Q 4! 3 = < REFERENCE DRAWINGS a] oo STORM “| SEWER 2] Se oe Sly 0-3405 COMPLETELIST OF DRAWINGS «0 1 © : SPSz uae ah S S SD? caTcH BASIN 0-3425 SITE WORK SPECS $/ 58 8 8 Sense? STOR Se: . N Deed ING & FENCING PLAN 2 | Qo 40 26 0 ae th Séweg diy < 3 D-5815 GRAD Ne . oe S| $9 F CONCRETE STORM 7 ce ae § D-5812 REMOVAL & DEMOLITION PLAN MANHOLE Wy y a t N SOUTHWEST CORNER INVERT 18" NORTHEAST 209 < =< ie ¥ oe D-5814. DRAINAGE PLA 2 | RINTED kK NEN NE fg SECTION 19, INVERT 30 SO SFE 2 = a re © MANHOLE JAN 20 1984 eee de TOWNSHIP 23 NORTH, RANGE 5 EAST INVERT /S'FAST 21 / > STORM |S . S| 70P 29.0 JAN 10.1984 S SEWER “ x: Tt ZONING DEFT R .o 5 MANHOLE | r s PUGET POWER Q TOP GETS) 3. Q R 4 5 - pind 21.7)”: vO) > z INE IS'W. 217): : | I t ES J Y : pole et © DATE/DESCRIPTIONS S ORIGINAL 1SSUE 5 c ee PRELOADING PLAN GRADY SUBSTATION T & D ENGINEERING DRAWING NO REV NO press tA DEPARTMENT | D- 58 I3 O Et BELLEVUE, WA SHEET OF = a wa 1b Sh SCALE: I'!= 20-00! ae wane on DJ. 11-1-83 JOBNO: O680686 R044-84 6 4 82525 4 ] ! uJ E+ Z pm 5 Fk Z W 3 LJ (69) < WJ RE oa am O med A ae ‘ es roo 3 (a06U 83.50! cr 83.50! es FOR ELEVATIONS ee DEE TION 30.00 35.00 - FINAL GRADE ELEVA : f7TOP OF PRELOAD _ ea -D ; é On Fe eas ee ee ae Rs eI ae i ks ee eet 25.00 = INO 7TIWWY VA - TFBS 20.00 F SECTION A-A sina SCALE: we VERTICAL "= 10.00! HORIZONTAL 1"=20.00! ee Cp g-< no vt ia uJ ot Fs om ("4 ° B ~ B- = [o) N pa —— — “8 Zz : City OF RENTON _ j Ré GR AWE i} | TU 4Ul JAN 201994 — PRINTED * UE VARI 1 Oe Pugs PUGET POWER , A afi 11-23-83 ORIGINAL ISSUE — ~~ PRELOADING PLAN GRADY SUBSTATION : REV NO] PUGET \7 0 ENGINEERING DRAWING NO rei DEPARTMENT 5613 O SCALE: I"= 20.00! COUNTY SEQ NO FILE NO sop NO’ O68 0686 oe | L J T T KE“ ee 8 | 6 | 4 2 | 1R.044-84. 80 rae) 60 50 — ‘ FINISH GRADE ba vase = . a ie Tt ==” SeEXISTINGMEGRADE <4 : SECTION AA ". 20-0" TYP. FINISH GRADE ss — _ aan “\ LEXISTING GRADE SECTION B-B _ 100 _ @ EXISTING GRADE P fe ; = ROCKERY “ad _— —_— ee SECTION CC — EXISTING GRADE a a —_—— camila " | a Ss ee NISi GRADE b) —_— —_— cs Jee —_— a. hs = * FINISH GRADE 60 SECTION D-D S S) _ ROCKERY 7 EXISTING GRAD ——— —_— Ee Swnene Se ee ee RE (Ft A anise son er : ae ee aes as Sos ae eee ‘ See Sane heat nus iab bate see i 100 _fL- = oS) | bast : a — ya : ROCKERY —_— _ FINISH fy a <<. GRADE : oe ae ee mo —— —_ — -R__ EXISTING GRADE SECTION F-F 1A JB 1C a ¢ SF 85 90. “\N_EDGE OF PAVEMENT ‘ ROCKERY (TYP.) 95 MANHOLE 100 BENSON ROAD SO. 105 OMANHOLE 410 445 [e) UTILITY POLE 50 45 40 N.16°16'56" w. ‘iL sik 594.11! , UTILITY POLE EASEMENT TO PACIFIC NORTHWEST BELL. FIRE HYDRANT _/ 2 CON WIV OP LH OS O PX TATA et eS 115 { ; ‘ wes nice TREES . ae ats seat ae ee oe ) i —« _ > mi K 60>. x ; | : & ‘ a. : ) = ie » — = ~ Pe = \ : b 2) ae = i al of + ae y ais , a ee | 55 (+; ‘ ae : ui 2 : : ee . ee 4 ' = se? a. Bs aI : ve —— “e oe ¥ * : . — ¢ | \ e 2 Cc eed | =i yee | / N ke, x | y / Fe se ‘ : eh ) y a \ iz wie : + of ; e . a, —— ie sr < EXISTING. TREES ae EO OO RN SOOT : ih, ) Se ed baa ethene: i ss s N. 16°20'40" W. 609.42! ES 2 = - 2 ; | a ea Kl se 3 Bese oh p ne we ———— peg rs oTRAFFIC SIGN : “ml ee aa aS -o LIGHT. STANDARD Vare / ‘a ) sy / CURB—~* | | | : id | Y = a | | 3 | } _| | = , | be a | : LJ | . mae | | - : — - : - €- a: - + | 4 40 45 50 55 60 65 70 SO. PUGET DRIVE - - 2 4"= po'- co! ) AR C H I T E C T S MI L B R A N D T SU I T E 20 4 AS S O C I A T AR M S T R O N G ED W A R D C. 45 4 - 7 1 3 0 11 8 1 1 NE 1S T ST R E E T , La s RE A TT Se TLE AE E St e e , Bl e Co o Ga n <7 ti e s oe eh pe c t Ne eH Ts e ie n e pe t pe or e 2 ste e i e s Le OS 2 38 0 0 5 —~ , USE VINYL ERASER ONLY SW 20-23-5 “9 s” K | NG COU NTY THIS WAP IS FOR THD PURPOSE OF ASSISTING IN LOCATING YOUR : DEPT. OF ASSESSMENTS = | Saree eieuurs | TO SHOW ACCUSATE } H re ee uer e | bs tds SCAL E:- | a lOO ‘ | a aioe 44.08 &J ae 523.33 & | \ See NW 20-23-95 & / p | 3/8. /2 ieee PP sa . 1308.03 : y gery Trae N89- es : Q = . Ye Ss 68) on CITY OF SEATTLE PWR. LN. ESMT. /9s/es2 rc z Pee | { 4 : WN 89-/0-20£ 4 \ y NW 89-/0E Na Gall Fe FEM PL. Ce. - : eo" nN 5 : TRANS. LN. ESMT. ® x|® MAPLE VALLEY SU TION - SOUTHWEST CORRIDOR ms NR 7/67 +45 AM. = FET | OF | | NV 89-10E 7/65 +36 BA N oO 26 os é ie) sg 341.55 a — nx N iN N) S| [@) 499.67 es a ta 467.02 N f a oO N ssi" 4 89-/O- BOL GIG4.58 SC4AG.I9°S5 + S I/8TH ST .: KH < } N 3 > 4 ; S589-/0-20W FSO 2206/7 ‘9 — ST ST “SS 625.354 SS WS 8 ie QO 30|30V y, . % ty 8 , % : i = Nie te COND VoL 45/94 OF ie eae 2 {4 RIA PARK eats Fe ® > 8 VICTO Js esl : = N ee aN 90/0” Ne s wo N 4 WV 89-/0- 20E 625,53 fr) 9) AN s s O ~ ¥ © ail 569 -09-54W > GrS.55 “a " O ow ny nO = al Lt y > NX (He pe) Se ro) oO O “XN 9 Ke) an 682 . 9 > => I4 =" On fe {feet 28 EI 60 + | ee ae “L + i” WTlo » SO -4> ‘ 16 AC As Ww) = + 4° Oo a ve 4" 201% oo _ a bj I <= e —s ‘ Ae =% 4 N ah ae a 0 ooo. oe Cee (NO we ee og 8 Oo a = z SR 625.70 fe vs e | Ne we benassi ny fa N.GI-(B8-F6W. Wi 0.69 \ - 1J313.| 24 K< WEI-IPE#LE 625.7/ « = oO re) MM. BP-/6-56 WW. uN Fo2.69 T gral | uJ L a QJ RP 1S os ae ENG Q NZ z Oe a 3 oe O oo \ ® 4 UJ a, vv : Ss Bo he 3 a @ (oD) : 5 ac =) VY) oo a NW by) N a i ee ee N aN ° | ies 0) y % re ; ‘ Ny | Ni \19 \S S ° \ NI], % \y Q 8 Nid by xh 8 : | a) NYS N : 8 STS O 4 \ Vi. \9) | BAB i of Sc % ae ® 0 G Ny) | ee ‘ : \ or . | ee. AP ad ‘ : L we es 962-2" x” b | NS 41 ly p Vv | 908" pe: ov. ? Pee | see @ \@d io gol a 3° N \ ee bs IN Je ae N » \ | 3.35 ie Fh ax S pap W 88-50-40W| 6/0 eae | ra DN Ne ae se we SS BF-99-S EW. 280.29 SOS : N 88-50-40 W 709.99 7) N 4 730.04 $89-05|-55W 75 75 q . AN y | PUGET DRIVE § 4589/269 > ‘ x “ O\7 : 3 N de - S | S$88-50-40£ | 556.62 E sé : 15-19 790720 ‘ 3 c 777 Jean aN "9 REN sp 2 al’ hs R : ; <~ wufs tors “|e Lor2 [3 Lo7Ts | O Se ue Sole re an es 9) > Ss sel o. 4 es ote t ¢ PAC. NW PIPELINE CORP € #2, Sis RLS : ¢ ; G ss ‘: ae @ aN ‘i | RASA PENG CO - SOUTH SEATTLE NAT. GAS 73 Tat elee =O 438? : GS Ege SOUTH SEATTLE NAT. GAS es $89-/0-20W 280.29 aS N x g : a cuarct ae rpeset peive sf ee" S t65 ; ; ra> | oe 276.02 9 ® [ss % 9 D [Pw % ee rs “aaa | ae N89-/0-20E 275.76 > ¢ ~ ey imines \e | s fs) sy ; + PSO ow. wee S80 | * ue Is VK \ go | 385 eee ite) 8 a & — er ae ; mre Sit |, ee 32/.77N Or wee 321.68N. (conn) ap) = P= On 85 = >s ‘ \ Zo \ °| OR| w » 0 ae =\ @| W [s "| O& 1s re) ba} bo) a 5S | = > | S nok 3 87-09-18 W " Sra] >) : (2) Poni i3z18.86 — ase ‘ jot. 44 (P) | $ NET-OCSWISE an os 7! ‘ tro/ survey end Puget Sound Power € Light N ~ Note: Map Sased on Ning CO: conir® he B.PRA. B50’ trans. In. esmt. 15 con- | unrecorded plat of vune, 1922. 4 dg not agree with BPA. stracted from feeds ree AF $9550 08 18 a7 and BLAHOE resp. oe | N NW 99-23-5 Esmt and P.S.F E44. 6/3/76 0.£.O. “XHIBIT NO. A . TEM NO. _Kk-14y-3¥ s USE VINYL ERASER ONLY ENTIRE MAP : neon: jae K | NG COU NTY THIS WAP IS POR THE PURPOSE OF | ASSISTING IN LOCATING YOUR ? Y DEPT. OF ASSESSMENTS PROPERTY aD 1S Xt, Guazator=D | RL e GP RENTON : ° TO SHOW ACCURATE MEASUREMENTS . n Ee a a ee Oe Be a nS : He ; Ne ‘ NW 20-23-5 5 SCALE: [{" = 100 | 3/8./2 aE oie S % OP ye | a Pm, } ie oo 1308.03 N 89-09-54 —————= so 30 a “ahi pod . . : | Clty OF SEATTLE PWR. LN. ESMT. — 4v95/zes2 . % Ee bee : t N 89-/0-20£ be 0 N 89-10E : es SOLD To PS.P.EL. Co. R m N rr e : TRANS. LN. ESMT. ie. % | my S < MAPLE VALLEY SUBSTATION - SOUTHWEST CORRIDOR Ny y 5 : ¥ x “ : Ser ae en SHEET | OF! N 89-/0E a N 0 (ee = eS 659.5 the a/ S89-/0-20W 527.26 sa ei \ BH : jy yv/ v/s 9 © 183 AC S ee "aah si 341.55 a Be ea 26 Ac: * f : 9 z 159.35 4 9 Cs 654 4 : ae 499.67 so ae 967.02 N 4 ®© N 446,008% Ae al 0010-08? (a6) NE9-/0-2ZOEF CG9G4.58 S$46.905 is 5. 1aTe SF N oe NS . > 589-/0-20W 790/2206/7 : — es = SEn5 34 Ww wen") x AQ 30V y y & An 8 => “te 889950 aus No my N < } ‘ > | {Xe A PARK COND vot epee. Saget < N < VICTOR 27'.0 46° . seems * \ a : a) a7 f° ws oe 0!” <a 9) y wv -10- 204 625,53 4 = . Vo . Oe S69 -09-54W »> > 625.53 2 a (+) QT y =w “hs D ' S ON O “XN ~19 . an CG 0 S2O8 se IF [88 28687 ENcX . + he) a > 4g8 -4> 50 ¥ te) 7 ay RAS Ni 40! on OE a ge 4 ~ ae ERA — ee ee ! - NM BI-/(B-F6 W. cer fe as > . ? 625.70 oo et “ 2 24 75 /. BIP-/E-56 W. IN FO2.69 r ‘aa W313 24 - Tas. 33523 Fe MT, ry p ins oO S \ re so sp wei + Me a ay ak . 4A Ud uj 2 > bat ot 8 1 © 0 ep) am ae bs) od ee is | NF ,0' ) iy 0) ° LY) ' ray ‘ } Q % | al al’ we ° : | ik \ : nh xh a ak O : | cal FB w Nel lg oe So % O N) | - be) ’ \ Is 9? Gg N eek » Vv ¥ | tee Ee a \v Z c. fe) 957 ) ae ee ~ \ Ne 40 | wn q u N | ¢ — Ks \\O 47 ra . LY 3? aut 1 Nik }S :S 0 \ | NEW | * KE iy . Q | N 88-50-40 W 709.99 no |S a ~ wy 587-09 -SFW 280-29 ANN a PUGET DRIVE S$ 4589/269 \ Sy Ne Bee her * . ; a c $88-50-40¢ | 556.62 . ® \7 . ¢ ! — SS ] XN 75-19 nt 907209)" 8 ENSP 2 a . Ms N ro) Rs lor J “ly zo72 |? Lo73z ™% . | rs V J a eh 38 ¢ | PAC. NW PIPELINE CORP. ¢ ; 2 PAC. NW_ PIPELINE CORP & . ase : 2. <a acs " : : . ¥ i) ‘ 8 fe ‘ is SOUTH SEATTLE NAT. GAS : Cad Sw . _ [Ss Ce me SOUTH SEATTLE NAT. GAS ‘ _ % Ceiul’ vee cites oe o, 20 635 Sho] : $89-/0-20W 280.29 Ae fay \S PUGET gs mo |Ssa | DRIVE S 5 65.57 are . s2= a3 - 376.02 oo 9 Me] § Ms t i S ¥ oe me ail bOE__275.76 9 oe Sa saenee w NN x 9) Sor | 8 SX + sso 2 x80 + aie | Pe : tS as a 13 LG og L . lls) aw, | ae —ls a |x \ % W] « 3 | 8 \ eg £ 66 OF > | . mM | 2 a ce os as 321.68N. (conp.) >° 23 On| a) 3| a Bloc |S 3 | 55 OF _ - Fe Ew {be RNY LU sae oe. ion es [732.48] >) [62.44 (P) 1318.86 567° WwW ntrol survey 7d Puget Sound Power € Light The B.PA. 350’ trans, In esmt. /S con- 75.70 d does not agree with B.PA. wh 52E - Si : Note: Map Sased on Ming Co. so unrecorded plat of vune, 1922. f deeds rec AF. S9S59EOF an eg Jw rec. AF. 35292927 and 324/06 resp. Esmt and P.S.P EL. AR 6/3/76 0.E.0. NET7-C9-/BE 74 1 1 1 9 0 2 5 8 F-0 44-84 Evergreen West Office Park Invest West Corporation 11811 N.E. lst St., Suite 204 Bellevue, WA 98005 (206) 454-5035 Evergreen West Properties c/o Invest West Corporation Between Benson Road South and Puget Drive South; approximately 200 feet north of the intersection of Benson Road South and Puget Drive South. 1.8 acres (78, 408 sq. ft.) 15.3% (12,000 sq. ft.) 36.8% (28, 912 sq. ft.) 47.9% (37, 496 sq. ft.) R-4 Conditional Use with underlying R-4. For Professional Office Use. 120 spaces total (compact spaces: 30) (handicapped spaces: 4) V-1 HR Group B-2 2 Story 3 3 2 BUILDINGS @ 6,250 S.F. 1 BUILDING @11,500 S.F. TOTAL = 24,000 City of Renton Zoning Ordinance S.F. Uniform Building Code; 1979 Edition 1 | Gs-1 woe waa aeoeeoem ~ aaa ee 2 ~e = — --~ Project Name: Developer: Gs-l Owner : ome oe we we = Project Location: | ( 3 | @ Acreage: I Site Coverage: bea é Paving, Walks & Drives: , Open Space: ai Existing Zoning: 76 i Proposed Zoning: E—- Parking Required: Construction Type: ‘\ ‘\\ sears, sigan) Building Height: ae eer ee eses oma Seismic zone: ] \N Re-S Z| Fire Zone: | =) me . 7 Building Square Footage: | G-720 Vy ; | Applicable Codes: I VICINITY scaLe PROJECT MAP Ne 0” 400" 600" STATISTICS _ ; | ¢ : . Z BENSON ROAD _ SO. WO EDGE OF STREET : RY % | | a a EASEMENT TO PACIFIC AS i] ] T . . au _ __0 yz ROCKERY (TYP) | : _ | N.16°16'56" W. 594.11! | __ — (—_NoRTHWES | ae = = ee a oe * Ne) x . LS CU eR CD OP) BT POU AC CELA Yeu AL RAL Saf OOS BOA LODGES EES CW) K RO TRIED IIIA IANS ey CP OQASRUIG ALES a a s&s ag (Y) cabal ase i nick BD. cia amie SM a QO OC) eiiiag a Se 9-9,202'8 4 o.t .trety,eu= e 28 ¥ 7 ae “ THRE IAM KAY Ye fo | {o) ° s ai CTE. C Tc. | Ri] | 1 48 ' “~ L bh |9-of 7 fe) TRASH _ Oo Ps ~ “0 SITE LIGHTING (TYP) = a _ loll ig s r Bet ot py lq - 4 | wu rT | a ad 7 EXISTING : | = ; TREES) Cc} cy; cy; cy; a}; cy; cy ci} Cc] Cc. S$ Be 7 3 ae oe ie : N. | a | —f a oer Liga 7 4 ae C. z BLDG. SIGN é. r pores 0 : ee te a, C. a 18'- 0" i aol $<... p = = em an ; ~ OSE a! osu . 2 S ais N.16°20'40" w. 609.42! fees 2 ita BLDG. sion = ” - —¢- - z re SO. PUGET DRIVE SITE PLAN 4"= 2go'- o" cat fat DLPEE AS S O C I A T E _E D W A R D Cc . A R C H I T E C T S 45 4 - 7 1 3 0 20 4 ‘( 2 0 6 ) SU I T E ss o o s 11 8 1 1 NE 1S T ST R E E T , | WA S H I N G T O N SS L L E V U E , 2 © 4 g AR M S T R O N G | Gs-1 y, | =” - | - =" VICINITY —- MAP _ J S «& € BENSON WOT EDGE OF STREET Dn Project Name: Developer: Owner: Project Location: Acreage: Site Coverage: Paving, Walks & Drives: Open Space: Existing Zoning: Proposed Zoning: Parking Required: Construction Type: Occupancy : Building Height: Seismic Zone: Fire Zone: Building Square Footage: Applicable Codes: P i o e Ww) Evergreen West Office Park : Invest West Corporation 7 11811 N.E. lst St., Suite 204 ee Bellevue, WA 98005 ts (206) 454-5035 ey o, Evergreen West Properties Rel c/o Invest West Corporation faa ie bei ee Between Benson Road South and Puget Drive 2 Ss South; approximately 200 feet north of the eed intersection of Benson Road South and ea ee Puget Drive South. 1.8 acres (78, 408 sq. ft.) 15.3% (12,000 sq. ft.) 36.8% (28, 912 sq. ft.) 47.9% (37, 496 sq. ft.) R-4 Conditional Use with underlying R-4. For Professional Office Use. 120 spaces total (compact spaces: 30) (handicapped spaces: 4) V-1 HR Group B-2 2 Story 3 3 2 BUILDINGS @ 6,250 S.F. 1 BUILDING @ 11,500 S.F. ‘TOTAL = 24,000 City of Renton Zoning Ordinance S.F. Uniform Building Code; 1979 Edition PROJECT STATISTICS = EASEMENT TO PACIFIC N 2 NORTHWEST BELL. ° “3h pias as =e Res, Bore ee ® pes Bs ass = | = = O | O C OJ os —. L 9-0 ry] lo) TRASH es =o SITE LIGHTING (TYP) % Og Lol! x a8 Ds a : — = | SS Min ay ee = : = ™ EXISTI | A SAAN E rs : “ EAB eS CP CIC) Cl alc} cajyciyjal}cy ty ue ~~ Z : : os oa — 4 Ne Ton a rn as = Care “|| G. ee : 7 4! 0" ) C. | | {I - er C: 29-0" 24-0" i ce ere: | ‘ mi ci ; C. 18-0! : ao = ee, etal fo) sans eee rm oe w mh roy . ~ iS: ee — =) re SITE PLAN 4"= oo'- 9" M I L B R A N D T A R C H I T E C T S pu p i e s i t i e a ie e e AR M S T R O N G : SU I T E 20 4 C2 0 6 ) WA S H I N G T O N NE 1S T ST R E E T B E L L E V U E , 11 8 1 1 ED W A R D C. 45 4 - 7 1 3 0 BILL OF MATERIALS SANITARY SEWER ve oe QUANTITIES ARE ESTIMATES FOR PUGET POWER USE — : : AND SHOULD NOT BE USED FOR PREPARATION OF BIDS " ‘ PUGET POWER LINE] QUAN | UNIT DESCRIPTION STANDARD [ cope] REMARKS 2 1 {615 Icy TOP COURSE 3112.0363 NN Nt N cATCH 2 {560 |cyY YARD COURSE 3112.0365 Lq—_—_§_t] AS. a 19 SACK | BENTONITE 50#SACK Y 4 | 35 CY SAND 3112.0211 ge INVERT 12°5. 26.0 : ASPHALT s 5 |2I20:| SF CONCRETE 3114.0347 % ae 18 : 6 | 8 EA 10! GATE 3113.021] [ |? 7 | 460 LF | 7' CHAIN LINK FENCE] 3113.0211 } ! iP 7 CHAIN LINK FENCE : : 8 1°? ELF | For capacitor gank| 3!!3.0217 : : 2P NORTH-SOUTH BASELINE Ar SIQAM MANHOLE D | N.00° 15' 58" €. ie INVERT (8°NES. VICINITY MAP 3 208 Cezar SCALE. /2 1920 £ — : 135.00! , —- INVERT 12"'N, 24.3 1 ; = oie a5 oe ee OO | . oe 1 25.00! . — 5.00' SHOULDER * 5.00' 4 DTA oO 9F 120.00! & 5.00 CREF. ONLY) eters £ 4 . : 4 | SHOULDER CONCAETE |: of? = : 7 ‘hase x A aye WITH a’ = lu yy < OG 4 ” Key , . 9 4 AV 87 ts O2 N W a den), / 72. 7/ Vi SEGRE eed ; 3. 2 ae ry C vas oe 4 aN ran . oe ao OB'ER oe) eed | I fa || 69) “ 210.26 - is NX - Oo | 2 oO. ; 3 aah LS 4 S' | ee ae + 28.50 af ‘ode 28.80} |" | x w |S {| I , eet 8 I oT | SEE | CY WERE ike 46 [0 Q j B %) \ * U2 SLOPE a ¥ q i A ee one eee | “Fer ON ope és t-++ MATCH | = wy | ve =< q <I} | EXISTING | ) 9 fat 4] ELEVATION | re} TR —-_ | uy) 9] 18! OL MICA IN - os IS 4 , ite i) —— { ssa : CASE 2 Te Se tS : i : ss Ny | | 3 I) £755 7m : : ql < ee vy | et Q wel +8 | Ry a6 if : > > | Re t | | “5 ee tik | re Wee ier of B.S ee. a wS : ge PS Te nl / K a TS sates | Past - “th is | SUS NS on oe 9 i > N / | SB 7 ph ae ma KR o| 2 % Zine! 3 * Ru ANS \y x. rer ND ~ a] 2 a | | ue | | | ppstes & Shred; : wu} 2S x 25 1 SS | oO NW Oy 4 x Qs } Me P 9 < Pee Ss uf | Rees 8 LC * Oa a) | 1,18 Sa) | CONS eh eg LIMITS ——- |» = S2u4 3 | oe cS > ve | on SPCC | oy Sree Ok | ay ae ig Ww | SL : | x 4 AREA LO] kN y o —R Ley Q % at aS | Jw SEE DETAIL4 | “1 9 Nos i a | Ni IsLbRE | - | Tt “14119 | | xg8s x | JZ {VARIES |: ) 1 |a | | y SLOPE, av Reto © he Le | - ARIES 8 ee Or} S oP Ngati ee Dt Ns a ee : = : 0 Bee eo : ig eee ei ar AS) \) i = “NN 1 tie Si HK = es ae aE He BROKEN CONCRETE - ome v8] . 9X y ae ee : oe x Tate eX EAST-WEST BASELINE ry re To ee oe | bre 1 Vale i N. 89°44 02" W. | x a “of ee * ~ aa zuN | * 30.00 eet O = S 4 gto nae | | ~ _ 8000+ a i my g9 ZgE evel fw x of CB(TYP REF ONLY- oy a Gnas ~ Tas Concnere of UG oie "\FOR LOCATION SEE_D-5814) : Polousot \. { r 7 7 7 . . — OT ‘: nT ‘STATION. DRIVEWAY 729.59 teas ae: CONCRETE SIDEWALK FOR eee S| 2 R SEE DETAIL I (TYP ~~ \ a DRIVEWAY ENTRANCE oi © be _ : i e i ee 4 oe ' SEE DETAIL 3 (TYP 2 PLACES) Le 7 | | @e10'GATE (TYP OF 8) 7 CHAIN LINK FENCE.” Wclomad pmadiale {7 ASPHALT, CONCRETE Vv wt plese Ma Ee EEE ee ao Se zt lipase. DRIVEWAY, SEE DETAIL 2 (TYP) at APPROXIMATE vi * : on : 1 Po divert ~ ~< 5 Pee W 20 zs LOCA ION OF e| NT = za l I i T i Mae TSe ae A 204, fe} SOUT Q| oe A 28. ee. , PD irre SS hOne ee wk AA i REFERENCE DRAWINGS N8B°55'52°W 977, _ | | | BRASS PLUG a stor LE popeeGe" “ees Se 00. : . ae E t= 4, = P06 ' q A“ | INVERT 24.8 sy Meats 0-3405 COMPLETE LIST OF DRAWINGS me ae wp NBI°44 02" W aca aS oe gy 0° 29. 0-3425 SITE WORK SPECIFICATIONS NEO SET CONCRETE 9 eos ie 3 ae pt CMP __STORIN 4 | SEWER Te D-5814 DRAINAGE PLAN WU] ON tee? S| D-5812 REMOVAL & DEMOLITION PLAN Wn O ea Y R OAS2 24.0 a vie g a6 D-5813 PRELOADING PLAN t Pat q k 15” RCP Cc " .. ~ e 7 CATCH BASIN : ue 0 26 28 s) Dh Séweg OAM ee g S TOP 28.7 5 k. ny) wae | 89 CONCRETE STORM 7 eC. ae RS : MANHOLE wy ea, = + SOUTHWEST CORNER INVERT 18 "NORTHEAST 209 < eS - ¢ BETWE 3 TION / INVERT 42° 60'EAST 22. © oie M/ EWE, ey te yy Wt i PE LG PR ie ER TION 19, INVERT 60 S0UTH ETO | © Pe aM & ManHolr “ER HE spate ss cae 18 TOVYNSHIP 23 NORTH, RANGE 5 EAST INVERT IS EAST 2/7 | > oe: a S] 702 29.0 IAN 201984 = , e STOR, EG <j < JAN 2019 PRINTED E ez: ‘ S pres es > Si BUILDING/ZONING DEPT. ee ety, ; mae | S| R oe INV.IS.5, 21.|~: ° % > . : mone |] 2 | PUGET POWER is pole a . NY DATE/DESCRIPTIONS -26-83 ORIGINAL ISSUE A [10-26-85 ORIGINAL ISSUE GRADING & FENCING PLAN GRADY SUBSTATION LEE 2 T & D ENGINEERING | DRAWING NO REV NO : : Gol DEPARTMENT D-5815 0 KK l-b-&y¥ ah BELLEVUE, WA __[sueeT 1 OF 2 aya, \-()-94 SCALE: |"=20,00' COUNTY SEQ NO FILE NO DJ 10-26-83 [JOB NO: 0680686 — Lee | j RO 84