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HomeMy WebLinkAboutLUA00-137 - Large Format ae ~ dv W l i V L a d G O O H H O S H D I E N ‘ g a l i u a d o u d 4 1 n d o l s l o v d , - LIND AVE. TIES PACIFIG GULF. f i s z M S o O M Y AST VALLE PAINTED FLASHING @ ® ® PAINTED TILT-UP CONCRETE @ ® ' i t ' ' I F (8 REVEAL E 2 ; | 08 5 FoMTL SIDING] ellis RCY ef _ fs to a S| |9 =e |o/2/8 = 2/8 SQ] >i oa 4 =* Ij}aoj< N RY 0);QViasa ee ee L succo SOFFIT AND ALUMINUM WINDOW = & LOUVERS TYP. ACCENT BAND FRAME (CLEAR) W/ z 4 BRONZE GLASS g WEST ELEVATION SOUTH HALF erie g |e 2 SCALE : W/o" = I'-0" LANSCAPE BERM PAINTED TILT-UP CONCRETE © O @ @ © © @ ETAL CANOPIES UITH 3 A REVEAL (BE) METAL TIE BACKS : i ¥ * t el = Po) ls SIDING k a ee B - = Ql |< ree Blea i B |b ei 8] 2 issn ° [_ i pe ar ens a irre arn amen a tS MAIN ENTRANCE SISWIS STUCCO SOFFIT AND ALUMINUM WINDOW MAIN ENTRANCE SSeS ACCENT BAND FRAME (CLEAR) U/ LOUVERS TYP. GENERATORS TYP. H |SSe BRONZE GLASS & |QVq8 TILT-UP CONCRETE Wi INSULATED PAINTED FLASHING WEST ELEVATION NORTH HALF PAINTED FLASHING LANSCAPE BERM PAINTED TILT-UP SCALE : Wie" = |'-0" PAINTED TILT-UP 2 CONCRETE CONCRETE No S20 © ® iG ® 8 ire REVEAL REVEAL © 0 EO —— ne ce bd az 2 % a wr? iS a] ah =e 7) og); 2 =] 9 = < am >~= s . 8§ < ~*~ af fe 9 a Ss ful a ey y SEo a So - ; | =k ast ~, Sc | ele al» a] x i Noon | STUCCO SOFFIT AND 2 ALUMINUM WINDOW STUCCO SOFFIT AND ACCENT BAND ALUMINUM WINDOW FRAME (CLEAR) W/ ACCENT BAND FRAME (CLEAR) W/ @ So BRONZE GLASS. TILT-UP CONCRETE Uy BRONZE GLASS 3 ‘ . INSULATED TILT-UP CONCRETE W/ LANSCAPE BERM INSULATED ANSCA NORTH ELEVATION ante vena SOUTH ELEVATION SCALE : I/le" = I'-0" —_ ¢ SCALE : Il" = '-2" PAINTED TILT-UP CONCRETE © © ® ® ® D REVEAL C 9 ofS ‘ RC) ;+ tt — ° z ceo] ft oR cy AZ if an in it | 3 oO 1S dS TH 3 L aa FUTURE OVERHEAD \ / FUTURE OVERUEAD \ / FUTURE OVERHEAD \ / ” 1) & MAN DOOR t|MAN DOOR MAN DOOR ‘MAN DOOR MAN DOOR coe = EAST ELEVATION NORTH HALF serene wn 2G PAINTED FLASHING <— SCALE: Ie" = |'-0" ; , we oy PAINTED TILT-UP CONCRETE | he, Cp ce) @) ® ® ® a \e) Q <{ REVEAL ae Zz, = "lleing, J cs 8 “Z . ™» © &|./8 ci ry Ko) Z ©] os: a) —— 1 nn f ; 1 co | | ++ ! - : 0) AS & rit | it } 8} Lil ! * ———w ! ! fl il - ys Cigha ° om ps =z FUTURE OVERHEAD \ FUTURE OVERHEAD \ \— FUTURE OVERHEAD NEW OVERHEAD & 2 puTURE OVERHEAD NEW OVERHEAD —/ 4 MAN DOOR # MAN DOOR DOOR MAN DOOR DOOR DOOR EAST ELEVATION SOUTH HALF SCALE : 6" = |'-O" Ete-00-1 24 1N/0G/O00N 4NA nm AANCAT\ANDTIME TANI SN A aM PAINTED FLASHING @ ® ® PAINTED TILT-UP concrete | © ® E F (By REVEAL E ST A T E OF WA S H I N G T O N | 36 ' S| 9 4/2ie/s alk o Ijidltis =e |= ge ae A) Sais decals ee exnemielhs NS —eee ——_—_ C [ : STUCCO SOFFIT AND ALUMINUM WINDOW x GENERATORS TYP. LOUVERS TYP. ACCENT BAND FRAME (CLEAR) W/ = a BRONZE GLASS Fs 5 ayaa Aaa WEST ELEVATION SOUTH HALF TILT-UP CONCRETE W/ INSULATED 2 z SCALE : I/ie" = I'-0" LANSCAPE BERM PAINTED TILT-UP CONCRETE © @ © © METAL CANOPIES WITH 3 REVEAL (8B METAL TIE BACKS : ! - a - tf! 8) 9 SIDING k - e 3 ee A = Q at 8) zB aS |k =— Oo fed el Bd g|* \__=s === a 4 FS Bay EEE : T_ SS eee ———— ) | gage STUCCO SOFFIT AND ALUMINUM WINDOW MAIN ENTRANCE sss ACCENT BAND FRAME (CLEAR) Uy LOUVERS TYP. GENERATORS TYP. E lsigiaS BRONZE GLASS S [Vg gS TILT-UP CONCRETE W/ INSULATED PAINTED FLASHING WEST ELEVATION NORTH HALF PAINTED FLASHING . LANSCAPE BERM PAINTED TILT-UP SCALE : Me" = I'-0" SuMEB TLE 2 CONCRETE CONCRETE RO 220 A E 8 C D E © ©) © @® 29 ae ‘ REVEAL REVEAL oo EQ <<< ey @ BZ. = ) ots 8 TS zo = = oa os RS ‘9 8 8 <* - = NN ful 2 BY RY . a od a =| y SE~ =e 4 x< act | 2/8 als ql Fm ix Shor i a J 2 ons] 7 a a oO | STUCCO SOFFIT AND \ 7 2 ALUMINUM WINDOW STUCCO SOFFIT AND ACCENT BAND ALUMINUM WINDOW = FRAME (CLEAR) W/ ACCENT BAND FRAME (CLEAR) W/ @ S BRONZE GLASS. TILT-UP CONCRETE Wy BRONZE GLASS « . INSULATED TILT-UP CONCRETE W/ LANSCAPE BERM INSULATED NORTH ELEVATION snteD nasi SOUTH ELEVATION SCALE : Ilo" = I'-0" ~~ SCALE : W/l6" = I'-0" PAINTED TILT-UP CONCRETE @ ® REVEAL % af RS} a a - 8 ty Pf i | | _ ° = T T ri | ! 7 ry ! @ Zz eter —_o ral © FUTURE OVERHEAD \ / FUTURE OVERHEAD \ / FUTURE OVERHEAD \ / ° To) MAN DOOR t|MAN DOOR MAN DOOR ¢ MAN DOOR MAN DOOR — = 7, EAST ELEVATION NORTH HALF PAINTED FLASHING al dail <i SCALE : W/o" = I'-0" net 43 200 7 PAINTED TILT-UP CONCRETE a ® @ ® @ ® @ @ ® pected ax Ge» 4 REVEAL = Sy YS Zz — | en ee es T—t<—~™SYSt:~‘CsS~<~SYS:;t‘(Cti‘Ci;‘C;:~*' — - 7 <a 2 8} % S ~| or | 7S o. oz 3) oe —————= 1 r Toy |. 1 a i co | | Ht ! ; : cD AS = | ror 1 | | | a » | bt a at tb : — aa iL > CEA ; = ——- ——— a FUTURE OVERHEAD\ | FUTURE OVERHEAD \—FUMURE OVERHEAD NEW OVERHEAD # C__ euruRe OVERHEAD NEW OVERHEAD —/ $MAN DOOR é MAN DOOR DOOR MAN DOOR DOOR DOOR EAST ELEVATION SOUTH HALF SCALE : I/16" = |'-O" Ete-00: (FF 19 /N9 /AN eNO nm MANCATNNANP TNE TORK S\A-7 WG SEE SHEET A-2 : SEE SHEET A-3 ‘O N 29 ®FO OG OF GOH GF OY © © © © © ® ® ®J/® ® ® ® ®© ® ® ® ® © ® ® ®@ eSe tr Br ea B B w a er w B B 3B" et BF Fed 2B ' B' Be 2 BF Br B eB B BT = 25 f 5 : MPs ba § xe A =f Q z 8 Q @-», —= ; : i i} S/2/8 a le, FT. aes | SS LL / P| DATO BUGR 12470 SuGR ak = SAGE fled std ! . S t 9 4 S an Bt oo rere | ur Reged | | scrmca moot eovtiiat |} Req aan] re rr = | |e \ [ | 480veuwak =] | [480v Sua WV | —— " \ * HOUR CORRIDOR = _& ee . g Fg Eig |G rR | 8 . 8 On * . 4 fa = ~ — — je} 7 ; Gay \ = \ goa = —— 9 cones = i =| Zz aaa ae i 2 HSE NEW GENERATORS NEW & , NEWIGENERATIORS NEWIGENERATORS | iS x we &@ |e & |elele ad 7 + : 2 — — — ny —e- ~ i g 5 a : : i LS} y » see Joe 2 ppt da | : = z eis ; BO! - | 5 oO 22a ® © 6 ® @ ie: O © @) | 3) @) 8 &8 Ee Bg wre = OVERALL FIRST FLOOR PLAN E< S scale: "30-0" oo ~>_ S : R& =. Noe) Baul Wy SEm ox at a Sha fi i en em So o ® ® © ® B ® ® — @® 4 @ @) ® @) @ @ ® = 4 5D 5D BD BD 5D" 5D 50 50 am BD Ey EY Ba Bo 5D if 6 = / S 7 | : , ivan be Bae © - | I-HOUR CORRIDOR : =<. + —(A) . / ¥ M ul ae ERS f> rr V ur : , . ree | Hue eek a ie _ co ed , , | SW 33 ' - 6 " ir | it i e s = rT 33 ' - 6 " Pw d | ® i o ) Z, '®) eB ES a <r 2 C= Ws S ae 0 fe w 5 = a) © Lt | a | 7 Ty oe | ® @ ® ® @ ® a OVERALL SECOND FLOOR PLAN Seale: |"s30'-O" @) — (3 ) ELK 00-134 10/09/00 3:02 pm CACAD\NNO7NET WORKS A-1 TWIG © ©- @© - > SEE SHEET A-2 . SEE SHEET A-3 © ® @®@ ®© © @ © © @ ® © ®© ® © @® ® @0) y @) @) @) —@) @®@ MD ®& @) @® @ ®& @ 180" as B B B wi ey we Be 5" ey Br B 5 5 B me a Be 7B wr BS 1 F 7" we vy we Bt s | | ‘ | | A io 7 8 Q ay) > aan : ~~ = cig/e[e s we we. FT. -= N als lialx la a / 0 4 2410 SUGR 247 SUiGRR A , | eae Esl sre: NS Xs s rs S ra}! , ; ; , , FIBER 9 UTILITY eeu , ELECTRICAL ROOM = MECC V1 1k COeLNG UE | FIBER ; ; ; ; ey | [ao veuar | [ aeoveuar | ; ee: . & 6) toi [| 4oveuce | [ [4eoveucr] | “ov 5 a (6) yy A - —_ 35 5 . Hour CORRIDOR =) : oe es _ 9 is Py Ke 9 eS a |o is) a 8 8 AN G E 33 - 6 " In | | & z it SD] —_—__ _ 3 a Se - : = Pd ony) EXE : — 5 re way I Zz HS " E " mad = NEW GENERATORS NEW GENERATORS NEWIGENERATIORS NEWIGENERATORS F [S88 WAITING m jelele 2 i i 2 o 2 === we VL — tp — ‘. ~ |g) 6 Q g S ~~ Cox] S) QU I B W D O 1O 1 O O O DA T E SY M ‘ 5O' to. . ; . ; . Ko 22a © ® @ @ a 9 a BB 15 : 60 0 = (0) ®) : @9) @3) ié 59 2S wr = OVERALL FIR6T FLOOR PLAN “Ss go 4 fy tai oo >> S Scale: |"=30'-O oo < *~ SS ful WW Sa 5 x a< | ee a SEE SHEET A-4 «sss SEE SHEET A-5 A o @ D 6) 5 ® o ® ® ® ~- ® J® ® ® @) ® @ @ Z| | 5D 5D 5D 5D 50 50 Ey 50 ia BD 50 3D Ey 5D BD a c @ ) = y, 8 / @-y} rele 5 I-HOUR CORRIDOR S . / V Ni US = > ry V i) : | | | reer | muy Bah | | Fe 7 pameel way , | | SW ay - G " 33 ' - 6 * 31 i i mm < [p u TT T i a ) Zz, © a. ES as <n 2 = ald — SZ & fe / T Y e e r a u o o | @ @ b ¢ 4 4 6 b 8 5 OVERALL SECOND FLOOR PLAN Scale: |"=30'-O" @- ® NO R T H EC. 00-134 10/09/00 3:02 pm CACAD\O027NETWORKS\A-1. WG wa e ~- ‘ 1 —— a _— ; — -- + -- -- e -- -- — \' ( = ~ \ {——+, \ 25' WETLAND BUFFER \ 25' WETLAND BUFFER 1PC 5 $5 m= rll Sa 5/PC 195 5 5A TPC 555 } 556 5 PC - 4 RN \ / oy . & rs x N . 2 | Ty] yyy | PA | KY 7 5 RN lO MA TMA~ Il TP 2EA 5 5A 1PC 2 EA 1PC =e cen aaeten 5 RN 2 EA 7 RN 2 EA 2 FA = TZ TF YT TFT TF [ c TPL t Le x rf . I. | IK a l 4 1PF 9 PF [ a 7 le Bic [ So eg— 7 PL : ae | JK —— HD = 7pL—fe IF — aad |_| LO | 4a— 46 PO : _ KE | UK | g LN ZL L0 42 43 LL “A 4K LX “LA & oHRe oe < Lt (tg py a = 2S — FREI «= 2 RD 5 PJ 3 OB 2 VD 2D + 3 OB -30B 4 RP 2 VD - 3 OB 3 OB 2D RIS i PO Se 5 PL 2RD 3 OB 4 RP 3 VD 3VD| -4RP p4RPp2vD (8 vpp2 vp 5RP -2VD 3VD| + 4RP 4Pdr2VD 4 PIRES 22 PL yf G4 i : ’ 3 EA 2EA : / / 7 ZEA 2EA : SIDEWALK ; hy 2PL 2PL EA 2EA " SIDEWALK a=W 5 i | (Vf \ \ s/ SJ ae | AD TLL TT ads! | | MT] | lade || |S | lade! | FT hal L1G | ‘%, = S 2EA 2EA I % = : 5 A zs ( ae a {| . 4 | 6 EA x7) Shag a 4 = & PO Ub Se Ss eee ie a ‘ heed [a RRS Oe Et : oY. = a NSone X : IDEWALK Bf pe “ ss i ie S © T/ a = = ee ° = — } eee -~ vy / be oa gy en _ wad ee y = _— L_| —~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a —S a OS se t i Lat | LI a m Oo 6B 30! 60' 120! = SCALE: |" = 30'- oO" ; ee | 1 — G. lor Brumbaugh & Associates rE ; STATE OF i: UA : Landscape Architecture QV, 321 Park Place Center, Suite 117 Kirkland, WA 98033 - 6238 Telephone 425 822 5895 Facsimile 425 822 1105 WILUAM A. BROWN CERTIFICATE NO, 501 FF O 4 E P A C DR A W N BY CH E C K E D BY PE R M I T SU B M I T T A L . Bi p SE I SP R SU B M I T T A L DE S C R I P T I O N -Y a l l o l e ) B3 8 l R e 43 3 - 8 9 9 7 ff (2 0 6 ) 24 6 - 8 3 6 9 | PH O N E (2 0 6 ) WA X d LI N D AV E . AN D SW 38 9 T H ST . é V an || _ ar c h i t e c t 1 SE A T T L E , WA S H I N G T 8 12 7 2 0 GA T E W A Y DR I V E SU I T E 9 e WA S H I N G T O N RE N T O N , CALE: 1” = EXISTING WETLAND AND STORMWATER DETENTION AREA ap 5) r 20’ UTILITY ESM'T \ COTTONWO =: { REC. NQ. 9206302696 \ FREES vom = | ( — we _ | —___ ~ —_— — | im aa ee aol y piel ow cess \ = i x So 6” PVC IE M413 \(PAPPED = <— - -- ( r ) COTTON wood O— rt ee \ KAAADIAIT ~aaanee " 7. -= 12" CONC) iE }5.78 TREES eee es RA aan lai? pid CONC) i6f/14.38 . a8 — TR aa — ~aene — / Af L—70’ EASEMENT FOR WETLAND PROTECTION Es oa coeeenn sina ; ’ A.F NO. 9206302702 (EXHIBIT °F”) | ~ 000 yp COTTONWOOD ij Z AND EXHIBIT "A”— HC ESM’T UNDER a ‘ | Pp eo ey REC. NO, 9602081399 \ FREES ce; te we iia: . parr aa oa _ | oo CAD py MAAAAAAM EXTRUDED CURB ALONG ober =EX—S BMH soared uot ° I eae me a ee ee ~ Sy EAST SIDE OF PARKING c é * SS ot ft LOT TOP” 16.65 ~~ ~~ ~ttb- 12” IE 12.10 STORM DRAINAGE STRUCTURES @) TYPE I-48” OVERFLOW STRUCTURE PER DETAIL, SHEET 6 @ TYPE I-54” CONTROL STRUCTURE PER DETAIL, SHEET 6 ROAD ESMT 20.00’ WIDE RAILROAD\ K CRN 8110210547 } REC. NO. 9607030996 TOP 14.24 TOP 16.00 15” IE 10.65 15” IE 10.65 DETENTION POND INFORMATION wuneommns TO") 12” INLET IE 10.48 \ \| @ 12” INLET IE 10.82 @ 12” OUTLET IE 10.65 MAX. WATER SURFACE TOP PERMANENT POOL TOP SEDIMENT STORAGE 14,24 10.65 7.00 p48 =e a 310-12” CPEB +} _ | |oe sree [ATE : = _CPEP aah oe. a | | TOP eles; Tf Ty] PET] | | yen PPT Rt = i | eer 6" IE 14.15 ° | Pod I Y, ) j | fod | Ps | | | i | (2e05——= 42” JE 13.65 | if po P| i | i | ss = a 3 | /, f td i Y, 7+ —— Teo B a A ----- pease ay ara ae ae Cpe / =. DIRECTION OF FLOW | 12.53 ~ 1a.80. d aN aie aint --- ~~ = 2) a an ne fu fee Y a Fre) . 4 a Ann sient te Nees ee eerceneey _ ms : \ roomed DRAIN > 18.g0/ C L . ly -----~---- 18.90—- \ (TYP? x. e a DOWNSPOUTS THIS SIDE OF \ Nore AS | / BUILDING TO SPLASH BLOCKS \ \ LOT 3 TYPE | CB AT CENTER ~ , LOT 7 f : ene CCAS eis | / FF 19.0 OF SLAB N BINDING SITE PLAN FOR a { ? ~ BURLINGTON NORTHERN / # re { TOP 17.33 NA BSP NO. 014-92 / ra 1 APPROX. LOCATION OF ROOF a 65 oR ae - , / - \DRAINS (SEE ARCHITECTURAL PLANS) ELBOW INSIDE CB : ra FR = LOT_LUNE TO BE_REMOVED . wt ROOF DRAINS TQ BE TIGHTLINED TO . AIG Gf GENERATOR / \ & OY (By FUTURE BOUND AR EINES age ——— he — — e t NEAREST CATGH BASIN OR CONNECTED 8" IE 13.53 pine f NG, Hojostienl? WHeouc FF 19.0 = TO PARKING LOT CONVEYANCE SYSTEM. STUB & CAP 8” HE 13,33 IE Pigs ‘ f i? — : STUB & CAP STUP. & CAP g i 8" IE 12.88 1776/1 ™ D6 \ 70 STUB & CAP \ \UESEE NOTE 1 { SEE NOTE — 778 7 _ \_18.70 HED Ole sssaiRes TOP 15.51 8” IE 13.20 ” PVC IE 9.80 (E) ” PYC IE 9.85 (W) ” cone. 1E 9.84 (wl | 8, { 12” PVC IE ¥S89 (SWAN IPPC B2H1S) PROPOSED 6’ 18” PVC IE 9.52 (W) Oo SIDE \ 18.90 27) *\ \ ‘ oo of Lp. \ ; | | | ie | _ =a P: A 1750! '&Z%! | i170 a % / = / rl / i , / 16.90 | 1 | | 6.9} _ Stell all I \ |_| ! . om r 7 0 CED Coe GEMNED cocqmmmgp coo ammgp 2 ast Sf ee \15.30- #2” CUL-VERT i Tke/| 74 \Lapuusr To a Oi amr: Le orm GE ~ “K EX, SDMH FINISH GRADE *, pet \ \ H,.94 —~-—_____fye [Ef ” CONC. IE 9.32 (E) ~> a p _ folie ea @ a MOUNTED TRANSFORMER | ADJUST TO Te , TO BE 10’ TELEPHONE _ESM’T REC. NO. 7905090844—& RELOCATED i” LANDSCAPE & UTILITY ESM’T | S#REC_NO. 9206502696 | OS le z XG FINISH GRADE CB 7,TYPE ! — ——____TOP 17.27 8” IE 1243-— — 12” IE 12.10 8 > CB 12, TYPE I-48” TOP 17.30 8B” JE 12.15 Fe) LT T ¥ a n e W/ DEBRIS BARRIER PER DETAIL, SHEET 6 TOP 13.00 8” IE 11.00 PL O T T E D 8/ 2 2 / 0 0 E: \ PR O J E C T S \ TR E C O O 1 9 [ee rf LIND AVENUE Sw GHEER —— ee ee qnennuane bol TT) | SR /W LINES ee Bese: | ‘Gi, 1, ALL FLOOR DRAINS TO BE CONNECTED TO SANITARY SEWER. 2. TIGHTLINE FOOTING DRAINS TO PARKING LOT STORM DRAINAGE CONVEYANCE SYSTEM. % % 8” CPEREFROM CLEAN+OUT ~ ca VARIES 22’ Bw ;~ = = 2 10.6’ 5 4 _ gt j oo < ~~ 5 o& 12'—8" CPEP @ 1.25% = S SIDEWALK ls tft — = CB 14, TYPE | = > PoHeSig Qn EX. CURB 8’412” GPEP. ~ {TOP [}6.9 i= PA 7 Bm { @ 0.63%,~ 12" Ie 11.80 | = 2 BEES L rea TION| VAULT i fi R DATAILS| SHEET 5 | ~ = SEE PLAN FOR \ pLanter < | | a NOTE: CURB LINE ELEV. STRIP ieee tl ns ae meeibcansar Lp bom | ale CONTRACTOR TO UTILIZE EXISTING CURB LINE AS PROPOSED _ -44’=8” CPEP oo PROP. SWALE. | {D000 8spct = BASE LINE TO ESTABLISH FINISH GRADE ELEVATIONS 6’ SIDEWALK =~ . i Ct = FOR LANDSCAPE AND SIDEWALK AREA PER SECTION. 2s + capes os hel 26a 12 CPEP @ Ss sil s MA TCH FINISH ‘“ sana, SECTION A-A 72” CULVERT=I|— CACKBE RBs NOT TO SCALE ALA as =i? CONNECT TO EX; aAM Aah — 2” ASPHALT CONCRETE, CLASS B SD STUB, IE-TT.75 +2 . oe \ - CA = 3 RRRRKAIEAKRKR RARER RRA > = NOTE: RNR RR COMPACTED NATIVE MATERIAL = 3 On nie OeTEbn OF ex ‘STORM STUB, TYPICAL PAVEMENT SECTION TTT TT Laos NOTIFY ENGINEER OF ANY NOT TO SCALE VA UL T AREA DESCREPENCIES. DETAIL SCALE: 1°=20' IN D _ A V E SW | OTE 7 17.78 CB_6,TYPE Il-48” TOP 18.40 12” 1E 11.47 Le j pe ZY EX_CB NY Ri@= 15.355 YX LE. 15”PVC(SW)=11,23 REMOVE & PLUG 15” if {— > CB 3,TYPE i!-48” =a ~B E . Sh y TOP 17.35 2” IE 10.90 ~ Wee ee tt AS oe as Sn 9 85-12” CPEPE SE an ies ~ / ~ oe ices a = = ween EX. SDMH i (TYP) | TOP 16.06 TOP 15,44 15" -PVC IE 9.55 a Sti { ae = t \- a a | SESAWCUT LINE? —~ LEX. SDE. 15” PVC JE 9.37 (E,S) a ae IE 8.18 (W) [_ EXPIRES: 5/2/02 STAMP NOT VALID UNLESS SIGNED AND DATED EX, 30’ ACCESS EASEMENT \ REC. NO. 9206302696 & f REC. NO. 9206302702 K / TRAFFIC SIGNAL OPERATIONS A & MAINTENANCE ESM’T TO CH Y OF REN TON REC. NO. | 79206502701 . rine 1S"PVC ~\ Suh \ CHIE'10.65 (NE,NW) ; | 19’-15" aul @ 0.00% \ AL? { 6° HIGH CHAINLINK FENC W/ 10’ WIDE ACCESS PER SPECIFICATIO aed 24’ BUILDING SETBACK PER REC. NO. 8105040070 Z| _ EX. SDMH EX. 297 RAILROAG 2 JW, TOP 15,33 15” PVC IE 10. NEW 15” IE YO N [T t i fy a! | muty| ESM'T 9206302696 aS ag e s om ea t s | i at l | | | | I cone PAD | ‘os (a) TREECE & COMPANY, INC. ENGINEERING AND. DEVELOPMENT CONSULTANTS 4030 LAKE WASHINGTON BLVD NE, SUITE 200 KIRKLAND, WA 98033 PHONE (425) 822-2577 FAX (425) 822-8758 DEPARTMENT RENTON PUBLIC WORKS PACIFIC GULF PROPERTIES GRADING AND STORM DRAINAGE PLAN DESIGNED: _8CT DATE: 4/15/00 FILE NAME? RS1TRE19 2. 360 NETWORK ~— OMIT TRUCK WELLS BMD BOT 3/12/00 DRAWN: RSC 1 PER CITY OF RENTON COMMENTS RSG | BGT 8/22/00 CHECKED: BGT FIELD BOOK: PAGE: NO. REVISION BY | APPR. DATE APPROVED: SHEET; 3 OF: 9 DIRECTOR OF PUBLIC WORKS Ete 0013 F ae \ 20" UTILITY ESM'T REC. a 9206302696 COTTONWOOD TREES L TREES re A.F NO. 9206302702 (EXHIBIT COTTONWCOD t—70' EASEMENT FOR. WETLAND Pigs aC HON r) ! \ AND EXHIBIT "A°— HC ESM’T UNDER REC. NO. 9602081399 TREES (1 “TREES AS al & R SNF XX NS | eee \ WW SN he de \\3+47.00, 0.00" RT+ . ee \ Neat -\1=10" 45° BEND (id —— 1 ail Se, a vi W/ CONC. BLOCKING! ASA rude \ \ ihe 00, 0.00" RI 1=10"x8” TEE (MUxFL) & 1-8” GATE. VALVE (FlixMJ) ” DDCVA IN VAULT, oe : = An eens || W/ oe. GONE BLOGRINGY f =| W/ PIV PER CITY 78. \ a 15° PUBLIC WATER wie j fa aw ota Sy RENTON STD. DETAIL 1 ledoo Fico = got pil EASEMENT (TYP.) 8'x8*-SISSOR siel 7 ne aeecaatat CE Hy \ ar 10" Bit. CLASS 52 r a ae, A ie “eee eA \ (SEE ARCH, PLANS > 9+68,00, 0.00" RT (is) \ 11450.00, 0.00’ RT iG i 5420.00, 0.00’ RT! ‘2 DOMESTIC SERVICE a 1-10" GATE VALVE (Mu, i : Al = Hu ihe no art Ngee | tee Pere | Fan fies tel Walt BAB? it 20’ UTILITY Ws a4 cam ie a “IRRIGATION icin tae NOTE: | BINDING SITE PLAN FOR H W/ CONC. BLOCKING l Z “sl ; I | ' BURLINGTON NORTHERN REC. NO. 9208302 5 ie Se ee LOT.3 All Foor Drains |\ \ o"ONe No Gon ee tf AU & RAILROAD 1 | |70 BE connecTeD | \ \ 7 / FF 19.0 L 12401.00, 0.66° Vviid REC. NO. 8710. . &% | 7. 0” RT i | z, TO SANITARY SEWER] ! sl / | 4 1-10” 45° BEND (Mdf Z fi | L REC. NONZO 1 & | i 7 Ps -—L0T LINE To Be REMOVED E / “ W/ CONG. BLOCKING ,/ Jf ff) | A i &. ran BY FUTURE BOUNDARY LINE g ROE li] 4 g GRID LINE 12 GRID LINES 19 ! & 20.00’ WIDE RAILROAD\ ! —_—— ‘ ADJUSTMENT THROUGH ~ GRID LINE 25 co y Z / LIZ Ke RN arioz10541 \ WN) > (SEE ARCH. PLANS) (SEE ARCH Pans) —| 1 CITY OF RENTON). | | (SEE ARCH. PLANS) © ee ‘ . —— ve ' ’ \ | Frnnint, foece yp OE ‘ge sed “SLi : eee i 30’ INGRESS, conesd & Maui ye eee : Lat , Lp ESM’T..TO CaS ret 0 : ; “of i Poe i oes” | Lom, ail Ve i ot ~ 2 J 1 ete Ye pos a EASEMENT } fy \ \ REC. NO. 9208302702 © LL . 134+24.00, 0.00’ RT i . | x \_ 1-10" 45° BEND (Md) I 4 $ \W/ CONC. BLOCKING % | : Og (iy 1 “ At EX. SANITARY SEWER a £ 7, ON ee" STUB-OUT \ a i 13+77.00, ad RT ' 1 fo REC _/ 8 oF 1—10"x6” TEE (MdxFL. /; my ar? i Lal A Le oe 1-6” GATE VALVE (FLxMd) BK ag RRO m4 Lt [aoe wai =f = INC. BLOCKING / | M9) annie : : abe W/ CONC. BLOCKIN xs W/_CO a Se eee . aad ‘ =42'~10". D.l. CLASS 52 VL ama ae im mui : —10 ig oii TRAFFIC SIGNAL OPERATIONS | i rf a . ; 1 | [saweut une Liv00, 0.00" R7 <a mi sth ! Sr eee rete ae aa a : ~ 7m ms eet nia enteas Li! | (TYP.) 1-16"x10" WET TAP Sina L ‘ an CONC, PAD FOR~ CSORFOL ba | du -~—- 1~16"x10” TAPPING TEE (MuxFL) “PROPOSED SSMH | __— — — or nistiriere, waiis BUS STOP a - ac | if 3 1-10” GATE VALVE (FLxMJ) — TOP MATCH EX. GRADE_ _ 8 . 7 a i 1 ur F Ls W/ CONC. BLOCKING. ——INSTALL "TIDE FLEX TF-2” |x — ~BOXES TO FINISHED oe ee ee sesenet & LIND AVENUE sw 14+70.26, 0.00’ R 144+52.00, 0.00’ RI ee ene ih - zk & (MATERIALS BY CONTRACTOR, 9%» ——~~ BACKFLOW VALVE =|" GRADE (TYP.) NCR MEIE | BE bp _ 1-16"x10” WET TAP _-1-10” 22° BEND— > es Se LL oO id 12) wee hog 7 a LANDSCAPE & UTILITY ESM’T ee — W/ CONC. BLOCKING i ee 1 ee ae TAP_BY CITY APPROVED WET- TAP og RIM 16. 50 BB, i REC. NO. 9206302696 ~1-16"x10" TAPPING TEE (usnti) — eee \ aS.09 “a | SUB—CONTRACTORS) 8” JE 11.30 (IN) 1~10” GATE VALVE (FLxMu) NS N91 lel, fT © ia =.08=—==SEF CONNECTION 1 DETAIL BELOW. 8” IE_ 11.20 (OUT); W/ CONC. BLOCKING iS G er : —~oN =~ 2 CONTRACTOR TOVERIFY LOCATION: — ete <==.(MATERIALS BY CONTRACTOR, y 7N oe © H ae, ee ‘ = M4, AND ELEY. $F EX. 8” SS STUB SEE CONNECTION 2_D “TAP BY_CITY APPROVED WET—TAP \ m ite SS SuB-COnTRAcTORS) | | Ss \ ee ee @ {L gaan fy 1g ~ *s SSMH- RIM=17.17 CTR. FLOWLINE (W,S,E,N)=8.87 WATER MAIN CONNECTION DETAILS NEW 10” WA we 1. ALL NEW DUCTILE IRON PIPE AND FITTINGS SHALL BY POLYETHELENE WRAPPED. SEE WATER UTILITY NOTE. 4 FOR STANDARDS AND SPECIFICATIONS. 2. COPIES OF ALL RELEVANT CITY OF RENTON STANDARD PLANS SHALL BE PROVIDED: TO CONTRACTOR WTH THE PROJECT CONSTRUCTION DOCUMENTS. CONNECTION 2 10"x10” VERTICAL CROSS (MdxFL) ONNECTION 7 10"x10” VERTICAL CROSS (MdxFL) NEW 10” WA wd E\ P R O J E C T \ TR E C O O 1 9 \ S W I T R E T 9 . “P L O T T E D 8/ 2 2 / 0 0 3. SEE SHEET ? FOR PROFILE OF SANITARY SEWER. ¢ 4, ALL FLOOR DRAINS SHALL BE CONNECTED TO THE SANITARY SEWER LINE. . Se GS ee J Ce or ee ee 5, MINIMUM COVER FOR 10” WATER MAINS SHALL BE 3 FEET FROM FINISHED GRADE. boca 1-10" BLIND FLANGE (ON BOTTOM eee 1-10” BLIND FLANGE (ON BOTTOM MAXIMUM COVER SHALL BE 6 FEET. TF xe 16° wean OF CROSS te 6 az) » OF CROSS) 6. ALL NEW SEWER FACILITIES SHOWN SHALL BE PRIVATE. : 1-10” PLUG (Md) W/ 2” TAP & {i 16° MAIN 7~10" PLUG (Md) W/ 2” TAP & et 7. 2 EXISTING FIRE HYDRANTS ALONG LIND AVENUE SW TO BE RETROFITTED Ww T w— 2” TEMP. BLOW-OFF - w— 2” TEMP. BLOW-OFF *§ ITTINGS. REINS: SRO RE PANES. The 16x10” TAPPING TEE (MJxFL) ae 16x10” TAPPING TEE (MJxFL) SEE RENTON STANDARD PLANS — SANITARY SEWER 1-10” GATE VALVE (FLxMJ) 1-10” GATE VALVE (FLxMJ) EE [REECE x; COMPANY, ING: : IN SANITARY MANHOLE ; 8071 W/ CONC. BLOCKING W/ CONC. BLOCKING 4030 Lake Washington Blvd NE, Suite 200 Kirkland, Washington 98033 MANHOLE FRAME AND COVER pias TESTING. CONNECTION TESTING. CONNECTION L PHONE (425) 822-2577. FAX (423) 822-7216 cited . 1~16"x10" TAPPING TEE (MuxFL) 1-160" TAPPING TEE (MJxFL) [Res 57702] CITY OF RENTON i PANY - 1-10" GATE VALVE (FLxMd) 1-10" GATE VALVE (FLxMd) ae NE . 1-10" SLEEVE (Md) 1-10" SLEEVE (Md) - DEPARTMENT OF, PUBLIC WORKS CONCRETE . BLOCKING 8085 W/ CONC. BLOCKING W/ CONC. BLOCKING STAMP NOT VALID —— ; 8” DETECTOR DOUBLE CHECK VALVE ASSEMBLY 8100 . (MATERIALS BY CONTRACTOR, , (MATERIALS BY CONTRACTOR, UNLESS SIGNED AND DATED PACIFIC GULF PROPERTIES FIRE HYDRANT . B102 EX. 16 “ee TAP BY CITY APPROVED WET~TAP EX. 16° MAIN \ TAP BY CITY APPROVED WET-TAP SANITARY SEWER AND 4” COMPOUND METER SERVICE WITH 4” BYPASS. B108 o y SUB-CON TRACTOR) wy. y SUB—CON TRACTOR) W al eer cee 10” GATE VALVE B091 T 7 ATER PLAN DESIGNED: BGT DATE: 4/15/00 FILE NAME: SWITRE19 a at oe aN 2 560 NETWORK — FIBER OPTICS aun | act | 9/12/00 | pso (BY ? ( ) 1 PER CITY OF RENTON COMMENTS RSG | BGT 5/20/00 CHECKED: BGT. SCALE: 1°=40’ FIELD BOOK: PAGE: NO. REVISION By | APPR. DATE apiRavEG SHEE. 7 OF 9 jusDIRECTOR: DEIPURLIC WORKS: <2. KG 00-/3 7 ING AND SITE STATIST Zl LEGAL DESCRIPTION e = = LOTS 2 AND 3 OF SHORT PLAT NO. LUA-97-159-SHPL, a. 2 TWIN rH CHEDIUM TSA ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY = S 3. BUILDING SETBACKS: FRONT: 20° RECORDING NO. 9805219013; E A <x Bae, ae SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF 5 4, LANDSCAPE REQUIREMENTS: FRONT: 20’ MIN. (10% LOT DEPTH = 36’) S WASHINGTON. SIDE: NONE — REAR: NONE = 5, SITE AREA: 321,982 SF (7.39 ACRES) 3 P) LU (265,301 SF NET MINUS WETLAND) : 9 Q 6) BUILDING AREA: FOOTPRINT: 98,752 SF (30% COVERAGE ON TOTAL SITED 5 $ - 7 — S) Qf SECOND FLOUR: 98,752 SF i My LU [ Sials 7. TYPE DF CONSTRUCTION: V-N SPRINKLERED (UNLIMITED AREA) ay 9 | [el ciatiSisis 8. USE CLASSIFICATION: B - OFFICE (ASSUMED 12.6%) 25,000 SF 4 a rr | a} 3) oi . > us Qi aq) ai tia S1 - WAREHOUSE 172,504 SF ‘a | QL) Q 1A! A F - FACTORY (MANUFACTURING) POTENTIAL a im od 9. PARKING REQUIRED: DFFICE: 3/1000 MIN. 4.5/1000 MAX (12.6%): 75/112 7, > MIN.: 20’ X 9/ STD, WAREHOUSE: 1/1500 + 115 J io | > 16’ X 8.5 COMPACT MANUFACT: 1/1000 MIN.: 1.5/1000 POTENTIAL 5 |® a (2' OVER HANG ALLOWED) TOTAL: 198/227 | wig 5 10, PARKING SHOWN: 210 $ 80th St. ee 3 | 5 11, BUILDING HEIGHT: 14’ CLEAR TO STRUCTURE/FLOOR, APPROX, 35 ABOVE | © |e 5 FINISHED FLOOR m7 | 12, MAXIMUM LOT COVERAGE: NONE oF 13. ASPHALT AREA 122,111 S\F. + | 14, LANDSCAPE ISLANDS + OVERHANG 10,320 S.F. = 15, LANDSCAPE REQUIRED (20’x FRONTAGE EXCEPT CURB CUTS.) 13,889 S.F. + TT | 16. TOTAL LANDSCAPE (EXCLUDES WETLAND EASEMENT) 39,539 S.F. Ll oH y NOTE: 1) ADDITIONAL 2% OF DEVELOPED SITES IS REQUIRED IN NATURAL LI | BULDAG el} |e LANDSCAPING WHICH IS BEING ACCOUNTED FOR IN WETLAND BUFFER a. CONCRETE il 13 AND DETENTION AREAS (2% = 6,439 S.F. REQUIRED) i ioe STORY (56,681 S.F. SHOWN WETLAND) VICINITY MAP in 3) | a 2) FOR PARKING LOTS OVER 10,000 SF, MINIMUM OF 5% OF AREA WITHIN : | PARKING LOT = 6,106 S.F. REQUIRED LANDSCAPE. Scale: NOT TO SCALE i & g 3) UNDERGROUND IRRIGATION IS REQUIRED. NORTH al Lo wl Gi it tu] — |_| ray ¥ il or | 1 | |] <t LU z¥id) Sif i! EX SiS 4 oo! eee or | gages 1 fey aa | | | Q Z 1 | | Q S Q te FF Seas EXISTING WETLAND 5 5 4 | Sieg AND STORMWATER c 7 ARs DETENTION AREA J oH $ 7 —| SEDIMENT ESM'T cage a L| DG . 9206302696 GOOMNOLLOOS rT LJ = 4H 7 | No 220 Wn ee fe ee XP Ze | L | 2 © =O WETLAND COTTONWOOD Won 4 3 pr AREA TREES WETLAND) LU | 1 | Bz EASEMENT FOR WETLAND AREA 7 | pe M4 =o PROTECTION AF NO. 2206307102 4 ~ UW AN wr (EXHIBIT "E") (59609 SF.) &.~ Pod = 2 S257 ~ 17 ao < —_ —~- — 4 Soy o™ r | > us HO Se =F — ae © = QW = . _ _ SN 70" BSBL J | oS a oy | wee ful ee ee en ae ee ee cs DUMPSTER ¢ RECYCLE | Sea 0 tg 5 ENCLOSURE TYPICAL a | 2 °o z na Sa nh 8 Se :; Sr oo ae te —cH + | nN i or ial 5 . lz f , meee eat * NOI5O'09'E L_——— al Su 2, 2 # ca z "7 ps mS E a * 2 a 7 a a aa 7 AH = an ae el ie IRoo' im g rl | #2 Naa R SISSOR LIFT ON GRADE LOADING R NS Ee aye tt aa FLUSH NGROUND YSZ]N7, —| : i | 4: 3 | " ; | DETENTION POND | 7 | = ‘ 1 \ 5 i | ut S a pa \ ra = | pot Ue o ‘ a SPRINKLER RISER Sip ey |e Le | A = 57008" / | | x, cd a 3 | R= 2000! fo | | \ ae 3 3 ee ee | cond ‘ bs : / \ BRU 8 BUILDING FOOTPRINT: 98,152 SF. 8 . Soot j Ee supnsermuce \ g -——— CAR OVERHANG 24! BUILDING SETB, \ \ a SECOND FLOOR: 93,152 SF. | —| LAT Fg PER REC. NO. 8125040010 i a — EX. 20! UTILITY EASEMENT \ 191504 BF. | —— : on 20! WIDE UTILITY i MERION SAN. SEVER . pecs —=h = | EX. 20" RAILROAD RIGHT-OF-WAY rT 5! 2" 50! 50 a (2% os ee aan ;-—— EMPLOYEE AREA w/ | | | pe i \ PICNIC BENCH ¢ BIKE — | ‘ RACK SCORED CONCRETE . i | | | guitcn 20' WIDE RAILROAD y “5 3 x : AL , - : /-—— 2S inl EASEMENT. 9 NG RY 4 fg BY ton Ake 25 tS 30' ACCESS EAGEMENT | | A > 13! 9 7 3 | | 1 x =e 7 of IL lo Soke 100" A sf < —_ ene 3 : — : — in ea Se A i aa aT rs ar GDEDALK <2 Sa iI = i * : ZY \ uw in rc | fe! NTT AE , I Bl, ® N | | # Y, | = Gye Fs 2 RIS | | AA | | ol | | &Ze ol ae) d |e sell gig AZ, Bo! a) 2 BBs, 36! aT Bela 36! a, PF ¥o a) 2 ayaa, oar S§ii gis a aaa 59-d" aaa a om ° alee rr ar rity | | 3 Oo 5" ya al! a we | | = a iE ALLL ds we g2tl rj 0 CURE : a G : | @- : : e 91 & SZ . ' eee ere rf 2 A= 361456" *ATH3" bad | | ¥ — . 4 iB ep LANDCARE AND DETENTION bi as = R= Pogo’ A = 03°03 xi i; et 4 <— an ae |e a is => 7 part rs | LINE 460" 4 | emt ~ L = 1522! R = [95805 ie! we _ NO2°O9'31"E EX. RU ; = L = 10654! = - 18h Nooware TT at Z . 9 : 1S = V3 ELECS aede ae ol Zoli ae ye N18 \e) <— | NEW 6' SIDEWALK o R] CURB 4 GUTTER A = 01°38'34 ont | Q CURB ¢ GUTTER Rx 205219 feel = = | | L = 9469! —_ —— A : 043118" am Zi ASPHALT OD R= 80614 | “ rs _ _ _ _ ____ (SECONDARY ARTERIAL) _ 2 2 eben ge oT =a - —J ~ OS Sar i) LIND AVENUE - — a aH ~~ Rens 2 ¢ O BSI IT Wey 7 CURB + GuTTER SS ~ i 5 r 5 L i CONC. SIDEWALK a . a a SQUID wayne a © > a oe <r _ CLIN > AVENE ~ Raa \ eA atl URS NUE _ ~m ee \ \ rz LU = 7 \ J ELEC Ring ~—~—__ Som NOTES: ZX DOCK HiGH Doo eee, . a EXISTING CONDITIONS, PROPERTY LINEG, UTILITYS, ~~ AND EASEMENTS, ARE BASED ON ALTA SURVEY DRIVE-IN DOOR Y —_— DONE BY HORTON DENNIS 4 ASSOCIATES, INC. 7 urianooor ~ | Y SO, Q'29' _49' 60 1oo' 14g" mes, 5 SITE PLAN ae i —____—__] AD | | = ~ ro) It 2 49'-Q" : ele : eee ate ma | aed SCALE I" = 40" Mm | i] | WG oo { a Ke) - SB ~ eB . art ECF-00-(F7 A 10/12/00 4:00 pm CACAD\9830GULF\SD—-1.dwg L¢| - m i?) =n ee 0 o ae 1O- |S i=) a |z md = > t SA I L W a d O H d JI N O1 d I O V d , = so e ee "1 S 16 t y “M W S \J tC J PACIFIC GULF. - l: ‘ PROPERTIES RK DETENTION : | PAST VALLEY Bb BUILDING AND SITE STATISTICS LEGAL DESCRIPTION 1, BUILDING CODE: UBC 97 LOTS 2 AND 3 OF SHORT PLAT NO. LUA~97-159-SHPL, 2, ZONING: IM (MEDIUM INDUSTRIAL) ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY 3, BUILDING SETBACKS: FRONT: 20° RECORDING NO. 9805219013; REAR: Oe SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF 4, LANDSCAPE REQUIREMENTS: FRONT: 20/ MIN, (10% LOT DEPTH = 36’) WASHINGTON. SIDE: NONE { REAR: NONE 5, SITE AREA! 321,982 SF (7,39 ACRES) | (265,301 SF NET MINUS WETLAND) 6) BUILDING AREA: FOOTPRINT: 98,752 SF (30% COVERAGE ON TOTAL SITE) be eee es a ee ee Se ES SECOND FLOUR: 98,752 SF Lt | Qa Q 7. TYPE OF CONSTRUCTION: V-N SPRINKLERED (UNLIMITED AREA) r QO/}Q 8. USE CLASSIFICATION: B - OFFICE (ASSUMED 12.6%) 25,000 SF | | a ar S1 - WAREHOUSE 172,504 SF LY + tig F - FACTORY (MANUFACTURING) POTENTIAL i | ie A|®# 9. PARKING REQUIRED! OFFICE: 3/1000 MIN, 4.5/1000 MAX (12.6%): 75/112 iu " MIN,: 20’ X 9’ STD. WAREHOUSE? 1/1500 115 Ll} oH | 16’ X 8.5 COMPACT MANUFACT: +_1.5/1000 POTENTIA i 8 (2 OVER HANG ALLOWED) TOTAL: 198/227 a o| z u 10. PARKING SHOWN: 210 i} S 11, BUILDING HEIGHT: 14’ CLEAR TO STRUCTURE/FLOOR, APPROX, 35 ABOVE | | Fs 3 FINISHED FLOOR 7 12, MAXIMUM LOT COVERAGE: NONE | | 13, ASPHALT AREA 122,111 S.F, | 14, LANDSCAPE ISLANDS + OVERHANG 10,320 S.F. be 15. LANDSCAPE REQUIRED (20’x FRONTAGE EXCEPT CURB CUTS.) 13,889 S.F, 4H | 16. TOTAL LANDSCAPE (EXCLUDES WETLAND EASEMENT) 39,539 S.F. if oa NOTE: 1) ADDITIONAL 2% OF DEVELOPED SITES 1$ REQUIRED IN NATURAL 5] | 2 a oO LANDSCAPING WHICH IS BEING ACCOUNTED FOR IN WETLAND BUFFER | eres i = — AND DETENTION AREAS (2% = 6,439 S.F, REQUIRED) LI ‘ é (56,681 S.F, SHOWN WETLAND) VICINITY MAP . cp | IeGTCReY 2) FOR PARKING LOTS OVER 10,000 SF, MINIMUM OF 5% OF AREA WITHIN =a , H+ TT | PARKING LOT = 6,106 S.F, REQUIRED LANDSCAPE, Scale: NOT TO SCALE | 3) UNDERGROUND IRRIGATION IS REQUIRED. NORTH (] = ; mt = L | | >| iI qa I TT | ze tae | £8558 t \ Sf + | ie baibaps I ia WF | a 8 BE 7 1 sal | | ; § yb g "| | io 4! ss EXISTING WETLAND i = | Qo AND STORMWATER a ny g [ DETENTION AREA - m4 a >——SEDIMENT z ‘ 2 UTILITY, ESM’T S3aul rtD ASPHALT POND i I } [ REC. NY. 9206302696 QOOMNOLLOD i i a ie a8 =6° SE cl orc STS Ng cortouwoon 7 Zoe 7 O! oe ash COTTONWOOD | ‘\ 7 — yo L | © oO TREES WETLAND | / WETLAND / ~~ Sq Wn fy at az EASEMENT FOR WETLAND ay | P a4 AREA of = “Seg 7 | pe < = PROTECTION AF NO. 9206302102 / oy B / ~~ ~ . tN wt (EXHIBIT "E") (59603 SF) = Gee: yy SS .s 1 Hod ge ; ee pond [ea A RL qt ag lS w ~N = oF 7 | 25' WETLAND BUFFER ~SNL NL 1 a i. | oS < . eC ee ee ee a er a MH | aed ld en ee SS a —— DUMPSTER 4 RECYCLE nae se NT QWdas Miles ITT ZZ.) FV aL FT U1 | WZ en en 3 < 1 | ee a S<c 4c| 1 “AD NI 100-3} 4 Yj 21), US ~ —-——-—H | > U q ye q a 4 q u q ah 4 ‘ W 1 i) U " pe 40 by a" 22 F 63 fo 45 el _® ; seo, wot LBL aR == @) | | z< Sho 8IS6OR LIFT ON GRADE LOADING & SS a ee soe HTH OF ‘gall | FLUSH IN GROUND 7 | : | LW | ¢: | . —| | | = \ | Be : DETENTION POND | r— \ 1 NS els J [ot | / | OH | | rete 1 SPRINKLER RISER x 7 ; ‘ bel T | os wi LL Sig ie a | A + 52'R'08" || YA | Shi | 3 | R= 2000" | | 8 i\ | > ' > = | s L = 10833" | HT | coud ae) \ 3 PROPOSED BUILDING FOOTPRINT: 98,152 SF. : W- | sh | ey yy | 8 g | -— | CAR OVERHANG | 1 24' BUILDING SETBACK Vi ly SECOND FLOOR: 987152 OF. S —|| Lb | Foq PER REC. NO. 8105040010 4 TolBod BE Lee) ja acereN 191504 BF. | + EX.20 UTILITY = WIDE UTILITY Fa SAN. SEVER — —7 | = ——— EX. 20' RAILROAD RIGHT-OF-WAY en mi | -—— EMPLOYEE AREA Uy zs a a i __ | | | F \ | PICNIC BENCH ¢ BIKE -—— aa (ore . | so UE REDD \. Lai RACK SCORED CONCRETE | ; | f : ; 4 || eurten nt | EASEMENT \ | 1 2! 3 2 i 3 nee 2 Ne 28! “s 30! ACCESS EACEMENT | | in | | ‘ . BY 5 1] 1 | in i | \ - 815! Ir! wo! wo! a = : is \{ 17 a i 1} ) ‘ \I | 4 \ ed ee — — 1] Foe I 2 Tr eipeiatk $3 ip rr 55 = Tit: sate = ; iNpT TE {| nl | = : TTWITELE a ee : iy E Y wy & | 2 F Y | 2 FH | gle | \ \ r\ UZ GAG) | |i! N | 6ga 0 N oV N &Fa me, N &Ge 8 29 || g]an | BUILDING N'z, || ae es a eh n pps, se erat so jel mv ayes, Hoge | oe io % UATE STRIPING 3 UEEL STOPS oS CONCRETE IDBLULK ' '.g" 6&4" a! 5'-loy ? way 1 = are \ lige PIAL 99) ‘ iQ sr [ vA 30" g-9" 50’ Wat, al 59'-4 * fea 42/-6 pl 36! \ \ \ | fo 1 14 wy ite en re i | | 7 : . | 931) | jO | \ \ dan EN | _ are + Rel 4 Qu || Lt | POS — — — i aS: oe a oe ee aie See 6S Pa Eo ord ee eee sete et Lae ee ar eat aoe i de oe | ae A + 367456" a || I fe as | | ‘4 LANDSCAPE AND DETENTION POND i! LANDECAPE AND DETENTION | n> _——-a1s-——-F —----— Rie ————_ — . ~ R= ooo’ A: 030103" xf nS Q Ww << Sr re Se ao ee pce I ea casnsinmiimincapl = Lupa i ie, cai Me shane nes x Fr: ' as ——- Re ' R 1 R585! rE Ip slic LO = A NOVOUTTE EX RWLNE 5460 | is ~ L +15 5 ee Weg Po = Fs 4 vo 4 +H © | 5 LW . & Tee NM i i 4 ras ray Be 23: Ante e % ~ | gs Fe NUS BORK Na 529/ L CURB # GITTER A+ 013634 // — iva 8 0) =) x CURB ¢ GUTTER yy R + 2052.19! —" I LY = = = L 2 9469! —_ — - RAY Line | | Z, ASPHALT | — \| \ “ky, a = = = _ _ = __ ___ (SECONDARY ARTERIAL) _ _ x ‘emf ORS 7 a bs a a. LIND AVENUE = = = : 2 8 _ om © —~ & VE co E] ~ &\O = cD Ae \ rs 4 N Ba DOCK HIGH DooR | / NOTES: © /@® EXISTING CONDITIONS, PROPERTY LINES, UTILITYS, KP qj — AND EASEMENTS, ARE BASED ON ALTA SURVEY pave M DOOR eel / 7 DONE BY HORTON DENNIS ¢ ASSOCIATES, INC. V7 wmavoor } i Q' ul ul a 10o' 140' g_SITE PLAN _— —— ilk = Ry 2 Seale: I» 40'-0" SCALE T= 40" li le a | ( , iy tL er RA | ec 00-18 » fi = 4 v S\N 10/09/00 2:58 pm C:\CAD\9830GULF\SD—1.dwg