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HomeMy WebLinkAboutLUA00-073 - Large Format b6 9 S HE 90 2 Xd O9 v 0 CH E 90 7 10 1 8 6 VA FT L L V I S O7 G JL I N S - LA I W L S IN I d Lh NO W L V H O d H O ) ON R I Z Z N I O N T TA I D CN V TY H N L O A W L S ON I T N I S N O D ¥ et s NO L O N I H S Y M ‘| O< ~ Se : NO . L N 3 Y zs LL gh L Y O d H L N O S 22 © Q EE 5 sO & re Oo F ~ Lo Lu 8 of S . G g 'Z z O Q SB OB S E SI E é MEMORIA P.S.P. & L.CO. L234 Ac O8E WOT NON Wraps are CONTPIEO TOM CMICral MET OO! and FieldSurveys. They are produced for reference use onjy and no warranty is expressed or implied. IC aeno\, 190 iS PACIF. to d | | 1 | | { | | ) | 1 | 5; I | | | | lo y [| § Q OG Oe li g ? g tO & J } > H E t Py | | 2 = T i a | < ca n e s et 7 lo g 5 | S Lu n d é | | « s < | = J. —— - b — _ ' a BT ea e ai LE ° 2 E E T T | me ol i 8 I I oo ‘N ‘G A T a NO L O N I H S V M 8 3y M V 7 ia | 2 | ny | oe ee | ie a e i c c e n i e u s i n o u n i n e n a i a a “4 { i o | . Z t 4 1 7 4 vo | i ? | t | “ ; | ro a m 4 ~{ #4 = | a = i Za Fe Lo ) & w BS & Le } ° od ly S1 8 g & Py ss 2U p SI : = i 8 ‘O v 8S 2S . L o v e t \ . CI NO Z I N TT ‘o v S I v l i o v u l 6.84 ACRES 20 4 2 3 2 2 SA-00-013 ITHUN foo" Li PART w S 414 OLIVE WAY SUITE 65 0 6 SEATTLE WA. 06101 {208) 623 3344 FAX(206) 623 7006 ARCHITECTURE PLANNING & INTERIOR DESIGN oe | Ca I C o 4 I C a 4 | 8-4 23/32" 2-10 17132” [| Soo~ = a ( ~ 7 \ 360'-9 15/32" LY esergeny fire access < . ad [ 4 ry ee ke g Gene Coulon Park ic tet of grids A&2 “oN XX proposed \ 0 park roperty line } dimension from property line |. Z benchmark to intersection of grids A&14 O building setback to park — (required) 0 EH Building 'C" 1 NO uture structure + + a 8 okay ~ + + + 7 na (2 Pass + . gs, > *, 7 + ‘ aaa + n ‘ _ ” ’ ais a eae oan ua + ~] a YY AN j + zg . ve 2 \ . a | L__ 4 - t ns __ z a Ls fet an ae = 3 ine / aN va Sy \ Cy building setback to park |_ ~~ ae SC oy 7 | is a 7 ~ <5 c dimension from property line ‘\ < i 5 i m : - : _F 4 + — i ion of grids A&14 aim? Py _ saat fo intersection of grids | building setback to park residential component above shown dashed ! | + proposed : require | oe | ! — 3 ; | - it Building B-01 ! | Building B-02 . : property line ~/s q | | | : = oh auto-court w/ paved / cf 1B - i — 1 _ = £2 & - _ _ center island P / Z O fas | | _ * BOLI ~~ “5 -— ‘e) ee) a ) | | 7 | | L | | 7 — i t_f i i: | - 5 stair to level Ri [. Tbs So_eir-o-pt UH L-tL----5 pr 2 Z =) 4 7 ~~ ~~ 2 wo) Tanita 7 + 8 - - i — ¢——_ _ 7 2 i) ELE OTE NEND IVA OKO Of ee ee eee 7 | a 2 a ] ] | Cc limit of fire truck travel/ a O U t D O r t U | n g | access. ° ee ee _ 3 A a i _ i _ | | | ee i @ ey Ly — 8 y ' ! 7 = _ / J | _—.. property line ————__ ss Ne eg) 7 Po SSS 4 ; L-- r= r--to ‘| —— / ! | ——b Lowy | L | dp) _ a | C f) | a = — | | a T Tt | , 35’ public waterfront i! | | cw promenade, typ. | | | 5 s | fee per landscape Building B-04 ra Rt Oe tte i aed sf. footprint | y ls LI s | EEE = | - 7 8 ~ o L Ds 051900-Pedestal Permit submittal 2 | : 8 ‘asl < stair to level Ri | = existing bulkhead » 7 mimir to be removed @ later date. | = 2 | 9 : aL 1 | a7 wy i cae MconeS "ane & turnaround a hy <1 ce Ee a] Pree EL] ye yy PT at = y hammerhea ie ee — SCALE ey ia ey ss Ni i> Leh” in LE TER ONZE: 7 | . Nx be x OO ELSE BENET EL ET Ret EE , ng-l|_pa / | ab) ap 4 ~ sath ats a3 oes: Hn} 7 Hae 333 a x By | 3 7 eT 2 0 —————— [) A int _ 3 22'-O" 22'-0 1 PARTNER IN CHARGE = ° i JRB ° | PROMECT MANAGER cw 3 paving patterns & materials | §§ H\ \\\ ev \l\ “YAS CX Seen] \ 8 | opr 1 FRET OMTET @ per landscaping _ ee a. = ra S oon A - ~ Vv aa 2 a SEN NL DRAWN |. a en — property line Zz i a ee cc a , ! 051700-VF | a ; . oem Oo ; : : 70-0 1/2 210-0 lal) = = Sf 105'-11_7/8° | | i ~~ . ONS, J ¢ | f street light pole, typ.— 2 Vf / es “ ! 279 ESSERE] pedestrian light | 4 Fe _ | | . — ARCHITECT pole (8), typ. f - Building ‘A’ ? VW r | | | = ! (future structure) / : E ! | + THOMAS D. EMRICH ! . ‘ ildi ' ae | s |r taser ! Note: / Site & building data: ee ' ee oe | Set landscape drawings for detailed > ‘Site area: _- 96607.0 square ft. Z io | q FOR PERMIT L— degcription_of paving. materials, grading and plantings. / ie vA Building 'B’ allowable & proposed building ht. _-7 80 above highest grade Lo 4 | oe a . ; wa ‘ ae per UBC section 209.1 | | 2 If For temp. access, grading arid.utiities see civil portion fff / Building 'B’ footprint: Uo 63772.383 square ft. | | | P| FOR PERMIT APPLICATION AND 1s SUBJECT wseis wl . ° “Lif 9 q ODIFICATIONS BY of this submittal. La ps it Floor by floor square footage: r | ! 0 er ee (9) parking stalls provided as part.ot the /~ / Level PD : 53837 O64 aalare ft | | ! BUILDING ’B’ arking s vide rt< ; , evel P2: . square ft. limit. of f total parking count required. See sheet A2.0 for balance of parking. / Level Ri: pocccoo--- = 60361 square ft.(incl. courtyard.) L____— t Ss J +. - developement ‘or phase 01- | ' 7 Se A SS s /? a Level R2-R4: 41551 square ft./per floor. site plan q } Parking: . SNL SN / Gross floor area: 301922.43 square ft. | 1.5 stalls per /Gnit + .25 stalls per unit for guest parki g= 3 Total proposed Impervious surfacing: 86263.0 square ft. ! TL 188 proposed units x 1.75 = 329 stalls required per City of Renton. / Total proposed landscaping area: 9056.0 square ft. mpi.no. 9818.00 | 50 or less’ may be provided as compacts (8’-6"X15’-6") 'c’ per sheet A2.0. F | 77-9. 9/32" 36-2 11/16" 87-8 7/8" PROECT NO | Fro i 7 ort flake pay WAG Brae 200 table ite ’ J L 7 | ‘eS May 19, 2000 see/’sheet A2.0 for size & location of batrier free parking) fT EEE a ; At. Level, P1 = 74 compact?+ 66 standard + 8 ADA = 148 bo ; | EAQ8O18\8L0G-B\SPB-AI-0 DWE devel P2 = 88 compact + 85 standard + 2 ADA =A75 | . ‘On site / street parking provided =.” _/ 9 standasd = 9 | : fi AED en _ “ Total parking for Bldg. 'B’ / 332 stalls provided > requited 329 | ( = : a ; | ~~ é _gtand .6"X18'-0") Incl "ABA’ stall ee ers ee ett mie te cha Se <n RRS MERGES SI Io Se Se 9-5-———-25---— 50 100 Pedestal Southport Building B - Site plan_|| bo J (182 compact & 170 sieecerd (8'-6"X18'-0") including 'ADA’ stalls) EE ER EEE EEE EEE EEE EES OTT eT _ cAl . ; permit | r / a Pg | I COPYRIGHT (©2000 MITHUN PARTNERS, NC. SA-00-015 os n Te s t ml | A RAILEPO _ © tod (B ) 0265 $ 5 (4 ) | §. R LU A - 9 4 - 0 6 9 || 23 - 8 , 2 | | IP AR K | Ws tu r k , ' wi p e r~ 28 1 . 3i an | a . 7 . a le aa n le No r m a n Gu m e r ? } Pe ‘ iw (3 ) me wi 26 1 . 3 0 a ed e n pe me e r ss om n e s an er m a n s se m a n a + 1134.84 S NGTO "7207.50 — ~ ——} - — 207.50 i} | i t j 2 8 ) . 3 0 ol [1 0 : Po w e r "E S H E (1 ) ; cl DUSTRIAL BURL 432.55 cannes Oe Gq aN} ¥ qc < m3 oo mi + rea) ' - ge e . ' TS S H 5. 9 9 — - A SeeoneConenetsy > 5047? } | — \ AVALL EY i Ex i s t i n g Bu i l d i n g i 65 ° ww e 23 2 a 5) 16 5 . lo . a | N G T QO ==E AS GP N1 4 - & l ¢ w i e © 1 , 0 0 0 F t . > e e m 31 1 . 4 6 ' T H E R NA ra t ' 3 } . ¥ fs . 7 y . ‘ wi l y m wa A N fe bs “i h e q \ , N- \ i if . y "- im ) : 3 " ‘ Vi t e ‘ 6 4 4 4 h, . ~ : N 4 “a 7 g . LU N . ‘ e l ‘ ’ \ N ‘ \ B i s { i , Tr a a a ae a ae ae a ee ae a a ar ae ae ae de ae a ed Ped ‘ s res Or i P r o g r e s s i v e ‘ ia \ r Fa a) a ‘ ag . \g " ae Ne s e in n e an t e me i n e ie r e e i a n e e n a e - or o t i c & ) s . a ‘N 1 cee a a na y RS | Ho w a r d _ me Ra fy Ha w k i n s * “i y yp 1 ps Vb 6 “ ~ r 30 6 5 6 2 ae s = ee t ee he e . 72 3 2 Se m m e n s ie ; ne a) << 2, 5 0 0 Ft . , io oe , “ G _ _ . g g — . — - e n er : m e r E h e e HH “ ‘ we to y oe = BG T U r TF P eM . PP S j Ls i wt v ow ) 33 3 23 an o m m n f ee d a, e e e c (4 ) ft (1 ) ha i Ei q i ri d in . 76 4 Ae e y k e a ‘ S . P 1 1 3 - 7 7 IN G SI T E PL A N : f = ne n Sa m Yo u n k e r 1. 6 1 AG . 21 ° ‘ SH A R RA I L R O A D B/ W we e NE A AL ot NO N Se e " Pe o Ur i a &S M T . |! . 6 R e e 4 a n 4 S | A B I N D I N G S I T E P I L I A N iw ! OFT LLY ym 0 < 306.09 - e wl ) - x. ~\ ! tw A 1 " ca p EM ie We i h e | , rt } 88 0 2 . | 6 8 . 6 ? p e l 16 6 67 Li 10 5 . 6 7 3 PIIIIEILLOILIPLDI IIL 4 Y k o f / P ~ / L f / / > Ey “3 3 201.04 — — — > A G T E W i r e l e s s E a s t V a l l e y - W A 0 5 2 0 A N E I G H B O R H O O D D E T A I L M A P DE V E L O P ) AA R ry S C A L E : 1 I N C H = 2 0 0 F E E T ~ SA - Q 0 - 0 1 5 NOTE: NOTE: EQUIPMENT SHOWN INSIDE EQUIPMENT SHOWN INSIDE STORAGE SHELTER STORAGE SHELTER ARCHITECTS AND ENGINEERS 3003 NORTHUP WAY PROPOSED SECTOR 3” @ 330° . BELLEVUE, Whe @EO6% (1) PANEL ANTENNAS (338) B29—10e5 FAX (1) FUTURE ANTENNAS EMS #RR65-15—-00_DP 0” MECH. TILT @ 1900 MHz TOP OF GTE ANTENNAS TOP OF GTE ANTENNAS 4- +89’-0” AG > £89’-0” AG RAD CENTER RAD CENTER > nl +86’-0” AG > +86’-0” AG I ALL DRAWINGS AND WRITTEN MATERIAL PROPOSED SECTOR “1” @ 90° Oe OF POLE | Oe oan SONIA REN OS uk PRO ay (1) PANEL ANTENNAS see? AE < PROPOSED SECTOR 2” @ 210° 85-0" AG THE WRITTEN CONSENT OF ALVAR, INC. (1) FUTURE ANTENNAS ~ (1) PANEL ANTENNAS EMS #RR65-15-00_DP (1) FUTURE ANTENNAS BREPARED (FOIE 0” MECH. TILT @ 1900 MHz TOP OF EXISTING POLE AND ANTENNAS 4 EMS #RR65—15—00_DP TOP OF EXISTING POLE AND ANTENNAS 6. GTE che _— 0” MECH. TILT @ 1900 MHz CTT; _o° | | f +75'-0” AG |! £75 —0 AG Hh [t |! WIRELESS iI PACIFIC NORTHWEST if uf RAD CENTER OF US WEST ANTENNAS eM SUITE #202 RAD CENTER OF US WEST ANTENNAS A yy BELLEVUE, WA. 98005 EN +72’-0” AG +72'~0" AG CASE NO. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO GTE WIRELESS IS STRICTLY PROHIBITED. ZONING DOCUMENTS EXISTING 75’ HIGH MONOPOLE EXISTING 75’ HIGH MONOPOLE # | DATE ISSUE TO BE EXTENDED TO 85’ HIGH TO BE EXTENDED TO 85° HIGH 1 | 3/8/00 | PRELM ZONING | DRAWN BY: LG CHECKED BY: MA, KA SITE NUMBER EXISTING SHURGUARD STORAGE UNIT . WAO0520A PROPOSED 4812 EQUIPMENT SITE_NAME PROPOSED GPS ANTENNA —— . PROPOSED 4812 EQUIPMENT <——PROPOSED POWER CABINET EAST VALLEY EXISTING SHURGARD STORAGE PROPOSED POWER CABINET PROPOSED TELCO CABINET UNIT SITE ADDRESS PROPOSED TELCO CABINET / | / 3600 EAST VALLEY ROAD PROPOSED TRANSITION VAULT — RENTON, WA 98055 SHEET TITLE / \ |—PROPOSED TRANSITION VAULT ye. - | ELEVATION - tty} FINISH GRADE eee en FINISH GRADE ONS ery 0’-0” EXISITING MONOPOLE FOUNDATION : 0’-0" SHEET NUMBER NORTH ELEVATION sue ve" = 1-0" | 2 | SQUTH ELEVATION sone: 1a" = 1-0" | | PROPOSED SECTOR ”2” @ 210° (1) PANEL ANTENNAS (1) FUTURE ANTENNAS EMS #RR65-15-00_DP 0” MECH. TILT @ 1900 MHz EXISTING 75’ HIGH MONOPOLE TO BE EXTENDED TO 85’ HIGH PROPOSED GPS ANTENNA PROPOSED COAX CABLE ——- BRIDGE r— EXISTING SHURGARD STORAGE UNIT PROPOSED POWER/TELCO CABINET PROPOSED TRANSITION VAULT / NOTE: EQUIPMENT SHOWN INSIDE STORAGE SHELTER PROPOSED SECTOR ”3” @ 330° (1) PANEL ANTENNAS (1) FUTURE ANTENNAS EMS #RR65-15-00_DP 0” MECH. TILT @ 1900 MHz TOP OF GTE ANTENNAS +89’-0" AG RAD CENTER +86'-0" AG TOP OF POLE 85’-0” AG TOP OF EXISTING POLE AND ANTENNAS ~o 2 I a T A a = r t I i C PROPOSED 4812 EQUIPMENT +75°-0" AG RAD CENTER OF US WEST ANTENNAS £72’-0” AG e e S S e EXISTING CHAIN LINK FENCE GATES EXISTING SHURGARD STORAGE UNIT | { iu FOUNDATION FINISH GRADE 0’-0” PROPOSED SECTOR “1” @ 90° (1) PANEL ANTENNAS (1) FUTURE ANTENNAS EMS #RR65—15-00_DP 0” MECH. TILT @ 1900 MHz EXISTING 75’ HIGH MONOPOLE—~ TO BE EXTENDED TO 85’ HIGH EXISTING CHAIN LINK FENCE EXISTING SHURGARD STORAGE UNIT NOTE: EQUIPMENT SHOWN INSIDE STORAGE SHELTER TOP OF GTE ANTENNAS +89’-0” AG RAD CENTER +86'-0” AG TOP OF POLE 85’-0” AG TOP OF EXISTING POLE AND ANTENNAS a +75'-0”" AG RAD CENTER OF US WEST ANTENNAS PROPOSED GPS ANTENNA PROPOSED COAX CABLE BRIDGE PROPOSED POWER/TELCO CABINETS PROPOSED TRANSITION VAULT EXISTING SHURGARD STORAGE UNIT PROPOSED 4812 EQUIPMENT Ly aceconaneconnnen h ‘ ce e so s e n e s RS SPD PDS r e , < ey i EXISITING MONOPOLE. F = £72’-0” AG FINISH GRADE es fF SO S OUNDATION Q’-(Q” WEST ELEVATION SCALE: 1/8” = 1'-0" ? EAST ELEVATION SCALE: 1/8” = 1’-0” ARCHITECTS AND ENGINEERS 3003 NORTHUP WAY SUITE # 101 BELLEVUE, WA. 98004 (a25) 822-1905 425) 827-1053 FAX ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF ALVAR, INC. AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF ALVAR, INC. PREPARED FOR: GTE WIRELESS PACIFIC NORTHWEST 2445 140th AVE. N.E. SUITE # 202 BELLEVUE, WA. 98005 CASE NO. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO GTE WIRELESS IS STRICTLY PROHIBITED. ZONING DOCUMENTS LN # DATE ISSUE 1 3/8/00 PRELIM ZONING Ge DRAWN BY: LG CHECKED BY: MA, KA SITE NUMBER WA0520A SITE NAME EAST VALLEY SITE ADDRESS 3600 EAST VALLEY ROAD RENTON, WA 98055 SHEET TITLE EAST & WEST ELEVATIONS N JUN 9 2 2000 SHEET NUMBER: jer A-4 SA0O-0TS b6 9 S Gn e ' 9 0 2 X¥ 4 bO K 8 6 WA JT L L V a S Ov o CH E ' O O T «= O7 S AL I N S -L A W H I S AN d ? @® @ NO U W U O d H O D ON S Z N I O N S TA I D CN Y TW H N L O N U L S OM L T A S N O D ¥ Ei 3) a NO L O N I H S V M ‘N O L N A Y zs i" me s om gH LY O d H L N O S S2 O gr a s i is ™ iG ; Wu Ww W 2 kS / s om g :Z Q Se o e s k t t e 18 to ) of [O T 99 | | oO | 5 ‘g k 78 ! [a ] 2 a WHITEHALL CABORA TORES \. C4 | | | 7 | ; | 1 | » | 1 | | -_ | | | N lq 1 | \ {| 8 \ Ly O é ® io 3 26 Oo ee Io ] 8 | | = c wv & | [) || Pa So Nt 7 a = ie PB Fg ON RO N SE E R SS Fp Ab ‘O S en ee e a i x | | nS Se d Oo t pe e | Ao RO N NE PI R - ; oe : t+ . = = | 5 | =~ It 8 fe o aa 76 26 E ) 5 TT x \ I i | 8 t i oo ‘N ‘a A 1 g ~ N O L O N I H S V M 8 av t : ne . 1 fa p ] 3 U! | — - | Qo bt ny | os ~ pe w s at “3 3 | 4 | | i | oS o I | a 1 e i | * ae 14 g | | y 1 ' | o4 ae \ Z (2 ) Iz nn = s 8 S) | ai ; o al of My ay =] kl | Px ) pe e aa w S| 12 7 ) zi t | S| |~ We | g | | | | { | | | | | | NO L Q N { ) 6.84 ACRES “o v S I v l = oO \ 2! ov a l =u . | iS f= Gi is h \O Oo 5 \ 20 4 2 3 9 2 8 r \r iE g — fr ” = g0372 INNER HARBOR LINE ormprearrom-omicrar recoras and Field Surveys. They are produced for reference use only and no warranty is expressed or implied. To as = SLT TEL INT ON TOTES APEC SA-00-0713 ; LI 8-4 23/32" 2-10 17, ee Ee ) Ey ) | 369'-9 15/32" dimension from property ling Wa s h i n g t o n el . 17 . 9 ’ as of 03 . 1 8 . 9 9 La k e building setback to park (required) ie mlgiee ton of grid proposed roperty line X\ Af stair to level Ri limit of fire truck travel/ access. property line Gene Coulon 35° public waterfront promenade, typ. existing bulkhead fire access lane & turnaround by hammerhead paving patterns & materials per landscaping 44’. HU NERS 414 OLIVE WAY SUITE 500 SEATTLE WA 98101 (206) 628 3344 ARCHITECTURE PAx(208) 628 7005 PLANNING & INTERIOR DESIGN ra <. Pi emergency fire access ‘ rs . park . A fa Z, e | a dimension from property y line V4 o benchmark to intersection of grids A&14 @ O 7 > building setback to park — ? “ (required) waa Ee / > Tat) ~~ re ~ O “ > Building ‘C \ : s. (future structure) \ ’ * \ Nan \ Z. \ ‘ \ ° ah, > a ie 2 BIS. | Pare / ; oh / AY yh Ss, \ Y} NO g aN | < dimension from property line ‘S ——— proposed fo aulecgegton of grids A&i4 property line auto-court w/ paved center island wc 5- ~ f f ( | | | aA i f \ \ VW \f A 5 pereg tian ig light limit. of waterfront ; developement for phase 01 | _- 7] Southport Building B - Site plan Z ig SZ ~wrmTT—--—-5—-- /Q | = a Y | s ol : | ; Z cy fz = — = —_ - A = Ma SME SHA | = ‘ [------ , - . | w ' Pr? ! - oouthport Building | oe y 3} | | _ i | stair to level Rt ee heh | rt _ fW— = n n a2 ey sh ot ro | | ; Le? : | ee | | ae | I a7 | | i | | | . | | | | : | Existing steam plant - 37228.0 sf. footprint i ve 3 . | to be removed @ later date. = — — - 1 L 38 051900-Pedestal Permit submittal stair to lev | i 2 miity 7] tJ to be removed @ later date. | @ ee | | : 2 =a j ee = 4 = ! | | 6 | | | | | | ! | Lo 4 | DO | 7 JRB | | JRB | 4 PROLECT MANAGER pa agcoa= ! | ee a VO a a | _ a | property line ” 7 | / | ee | 051700-VF | 70-0 1/2 we ‘ L | / | |: / | eK | 7 210'-0 /'6 ~ = _! Sf. 105-11 7/8" I l) | ! [~~ | / 4 | II street light pole, typ. > . _—-———. ne l 2029 i mnt pole typ oy / _ er 7 | i RSE I - Building ‘A’ > co | L | | | = i ut ) y vA l - | a 4 uture structure Fa | L___4 hs |e ise . ae \ | “ ! Note: / Site & building data: _ ee eee | { oe landscape drawings for detailed ras ‘Site area: _- 96607.0 square ft. | | HM | F FOR PERMIT . L—, iption_of pavicg-matpitale, grading and plantings. fk J Building ‘B’ allowable & proposed building ht. | 50’ above highest grade Lo | ONLY nr a wa / ao per UBC section 209.1 | 2 a) ~Fot temp. access, grading ant utilities see civil portion J bf / Building 'B’ footprint: a 63772.383 square ft. | | |] —_FO PERUT APPLICATION A I SUBIC Of this submittal. S chy / Floor by floor square footage: r | | BO Oe WS RIONTAL AeENGIES (0) parking stalla provided as, port it the a a Level P2 | 33027.084 square ft | | ! BUILDING °B’ parking stalls provi ed as par 0 , evel P2: square ft total parking sat eee See stag A2.0 for balance of parking. / Level Rt: [o-ccno--- a 60361 square ft.(incl. courtyard.) en t--~--_-_-~ Jj —___ SO # Dp F Level R2-R4: 41551 square ft./per floor. site plan Parkina’ ow Ss, “y SONS \ 7 VA / Gross floor area: 301922.43 square ft. ) 1.5 stalls per, m + 25 ae, oer unit for guest pa ing= oy Total proposed Impervious surfacing: 86263.0 square ft. en ens oy 188 proposed units x 1.75 = 329 stalls required per City of Renton. J Total proposed ‘landscaping area: 9056.0 square ft. _mpi.no. 98318.00 | 50 rd less’ may be provided as seneacte 8'-6"X15'-6") 'c’ per sheet A2.0. , | 77-9 9/32" 36-2 11/16" PROLECT Wo | faa . ek h2.0 fiat par ae 51- a bare ile 11- ae ’ / Le 7 May 19, 2000 . see sheet or size & location of barrier free parking OnE SPB-At-0.0WG Level P1 = 74 compact’+ 66 standard + 8 ADA = 148 | -EA98918\8L06- =m devel P2 = __ 88 compact + 85 standard + 2 ADA =A75 | > site / street parking provided = /’ 7 | __ 9 standasd = 9 ee ;' -~— / Total parking for Bldg. 'B’ / 332 stalls provided > requifed 329 | A | 0 . ae \/ (182 compact & 170 standard (8’-6"X18'-0") including "ADA’ stalls) i ae a ae 0-5-——~—86—— ~7 80, 100 AA |, Poder iT 0St~‘“—~S*@Y | rv ae 1 oO Po COPYRIGHT (@)2000 MITHUN PARTNERS, INC. Sl ¢ NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, BANE N) EAST, WM. ) STORM WATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. i ; Call 05 - 1 9 - 0 0 OF : FI E L D B O O K : DR A W I N G NO : ‘S H E E T : PA G E : DA T E : PP P - S S - T T T T before ran SY 0 30 60 120 1-800-424-5555 UNDERGROUND SERVICE (USA) 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION” PREPARED BY W.S.D.0.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. SCALE 1’=60’ 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. EXISTING DRIVE TO BE 3 UTILIZED FOR SITE ACCESS SABES 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C”, WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM ~ SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 CO M P O S I T E GR A D I N G AN D DR A I N A G E PL A N D-1557—-70. PEA GRAVEL BEDDING SHALL BE 6” OVER AND UNDER P.V.C. PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. Gene Coulon Park 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK, aN £ “PROVIDE 12” STUB FOR | FUTURE CONNECTION. (ROOF DOWNSPOUTS) 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON. yy OS 5 i TD Ae 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2”-4” ROCK/30%-40% PASSING; AND -2” ROCK/10%-20% PASSING. W —= a : SS SESS SSSSgESS SWS ROOF DOWNSPOUTS DIRECT | DISCHARGE TO LAKE LE 12” DISCHARGE | TO LAKE IE=18.0 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS—BUILT DRAWING OF THIS DRAINAGE Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . (BYPASS WQ VAULT) SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 18” DISCHARGE |: TO LAKE i IE=18.0 ie VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, , AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF THE W.S.0.0.T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. HIGH FLOW B A Reese NEW a -FF=20.5 (PARKING) 4 FF=29.5 (PLAZA) *}3 WN I, nn ) AS NO T E D ON E IN C H IF NO T ON E IN C H SC A L E AC C O R D I N G L Y Al FU L L SC A L E 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. SC A L E : Existing Steam Plant iL FF=155.5 WATER QUALITY VAULT TO & TREAT RUNOFF FROM ROADWAYS fo =f 3 La k e Wa s h i n g t o n sc P LP L sc P CH E C K E D : ‘S U R V E Y E D : DE S I G N E D : AP P R O V E D : STUB FOR DR A W N : pa ee al l e E ECTION AP P R ( DA T E BY fo } — — Pu g e t Po w e r Pr o p e r t y YZ Yj ) RE V I S I O N J KECMAP SOUTHPORT - PHASE 1 pevecrs ee Thi CEN FY Seco Development, Bellevue, Washington 98004 CITY OF RENTON NORTH COMPOSITE GRADING AND 2 | CA a I s to n y e I COUGHLINPORTERLUNDEEN E A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 & wn NO . sy; | DRAINAGE PLAN - PHASE 1 [ EXPIRES 01/23/2002 | SA-O0-O1S l l } \ VU eeeeaaeuan' eagecueuueuaa Scseueseeusuqueuuual — eeuauseueeuqeuuuual _ Way 4 TUTTI Va VAL uae Wegaeeauueuuauuua = Wi ALU Wu jpueauauaeeuenecueuuuuun Wau uaeeeuguqqqquaguqquuaa Wu i __ Wi 1 Wu [| eee l l Tn | (| VW . | We igeaeeae | aa Wa i > os G Coul Park y } > P a ee CERCIS NSIS OO ML, ERCIS ALBA RS ~ { eu @ \) < FOR FORMAL BACKDROP 3)? SNA ATT, = oS eS Se Aa C : \ \ ° } ied = e & : ZN ad = . = e = \> a << a Y : Z oad . AE? % ee ~ - ° uo “s io x a — Pe + / \/7 \/ \ — \\ ly <S %, MU, / i we “Sa tense f % ae = ae \ > \ | N FOR S )S 8 Fats = = 71 TNS r ; \ ia \ : OP ¢€ NE t Saw 2 i . | fp. | [ e ° i ° \ es AN, = \ \ : i Ne \ } \ yy \ } \ / \ / ‘y \ * + 3 aS SE é as + + ae \ gt “ss. 27) NN 4 # + 7 + + ~nL Lee ie assess ase Sree ee ee ee aes eS (ise —T r a SS . = MIXED SHADE TOLERANT TREES, : SHRUBS, VINES, & GROUNDCOVERS SEE PLANT LIST Building B-01 Building B-02 | | ‘| | L 7 [ | \ Lo LL — fF Wd Lf 4 [ ae Spe ee ee ee — I : Southport Building B A ARBUTUS UNDEO / (STRAWBERRY TREE) FOR STAIR SCREEN pee ~ fr Building B-03 ARBUTUS UNDEO (STRAWBERRY TREE) ee TT PRUNUS YEODENSIS | IN PLANTED BERM | 1 | | J i LT rfl 17 (FLOWERING CHERRY) IN TREE PITS WI, = ~N a = * ye a a “14 k\S t 1 e \, / \ 7 N. FG ~ — ue Fi ~—o / 7 / van \its j 7 \ [ @ | e ase t = \ /| /{ heen \ 4 Y oa SOS 7 a / Yi ! i \ i e474 ' \ Via / / A \_\ \ fo) \ \ \ —$ BUILDING B \ PLANT SCHEDULE ce | ES ap ore paces csc wot mie __t_smaro_anne_a IN TREE PIT IN TREE PITS AU Arbutus unedo Strawberry Tree 10°-12" ht. B&B as shown matched specimens cB Carpinus betulus European Hornbeam 12°14" ht. B&B as shown matched specimens— limb up to 7’ ce Cercls canadensis ‘Alba’ White Redbud 10’-12” ht. B&B 4’-6’ spread co Cercis occidentalis Western Redbud 10’-42 ht. B&B 4’-6’ spread CN Cornus _nuttallii Pacific Dogwood 8’-10° ht B&B 4-6’ spread PY Prunus yedoensis Flowering Cherry 12°-14" ht. B&B as shown matched specimens— limb up to 6° SHRUBS CA Clethera alnifolia Sweet Pepper Bush 5 gal. fully rooted GS Gaultherla shallon Salal 5 gal. fully rooted HD Holodiscus discolor Ocean Spray 5 gal. fully rooted HC Hosta decorata Western Rhododendron 5 gal. specimen quality KL Kalmia latifolia Mountain Laurel 5 gal. specimen quality MN Mahonia nervosa Oregon Grape 2 gal. fully rooted ND Nandina domestica Heavenly Bamboo 5 gal. specimen quality Pc Pinus contorta Shore Pine 5 gal. specimen quality RM Rhododendron macrophyilum Western Rhododendron 5 gal. specimen quality RA Rhododendron macrophyllum Rhododendron Stella D’oro| 5 gal. specimen quality RS Ribes sanguineum Red Flowering Currant 2 gal. 4 ht. 3’-4’ spread SR Sarcacocea ruscifolia Sarcococca 5 gal. specimen quality VT Viburnum tomentosa Viburnum 5 gal. specimen quality GROUNDCOVER cs Cornus canadensis Bunchberry 1 gal. fully rooted fee) Galium odorata Sweet Woodruff 1 gal. fully rooted MR Mahonia repens Creeping Mahonia 1 gal. fully rooted VM Vinca minor Periwinkle 1 gal. fully rooted CLIMBING VINES cM Clematis armandii Evergreen Clematis 1 gal. fully rooted HH Hedera helix Ivy 1 gal. fully rooted Jc Jasminum officinale Jasmine 1 gal. fully rooted SS SCALE 1'=20" NOT FOR CONSTRUCTION THE PORTICO GROUP 217 Pine Street Seattle, Washington 206.621.2196 ————————— * STATE OF _v WASHINGTON REGISTERED RANDSCAPE ARCHITECT F Ca gRAEET EAR T ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REWEW AND MODIFICATIONS BY GOVERNMENTAL AGENCIES | LEVEL 1 PLANTING PLAN— BUILDING B 19 MAY 00 DATE COMPUTER FILE NAME SET COPYRIGHT (@)1998 MITHUN PARTNERS, INC. SA- 00-012 \ 7, A me TT & “3 in 8 4 g 1 ~ yd = WW i S é Came in ee ae a inl Nr yr A PoRTico ia LJ of GROUP as [| Pa 217 Pine a Ul oa mate 1500 \ \1 porticoBporticogroup.com. | i ] 206.621.2198 Wd ian en 1 aan aan rs NEW VEHICULAR GATE noe AND +— 30 LF. NEW A GENE COULON PARK ie o HED INTO EXISTING (9 REVISED PLAY AREA || 1 NEW EwERGENcY \ y y ' ACCESS LANE WITH Se Se REMOVABLE BOLLARDS \ = = a \ “Ary ASET, ji an : Gene Coulon Pa ee " _ \VIy, / | ie T oN, ‘, 4 a“ t } 3 [- a a | , 1 ut Gg ; : A Ul + _~. ¢ ‘SO ! \ : RA (ONS Kshs e474 | / 38 2 ) BS / . \Aly x) ly o- 1 ° aa w ~ ; \ < * cs ‘ “ Fi \ / \ \ 4> sf = ™~ \ \ | S _~ ‘ Ch \ bo NY + mt og < a / ‘ (- } KX es P e aa oa ea DOPOD \. Lo ye + ) ps Ne SUD aw, ° = + N + ee Nuys te, wy, ca coon B a “S rie = - mS, 5 ce gies ae FEA os - \ Ag FU a x aN i eo \ Sot Vy, ] ’ 2% + + es, a a 2 a8 : ae OE ; ? \ / \ ahs! REMOVABLE BOLLARDS FOR 7 Se , 7 ont A fer pers) Vine ow OAK C } < Me, * Saw fo f iis e 1g e 1g lik 4 EMERGENCY ACCESS, TYP. 3 _ ne, YN a beat Nae Lo | ! (A iis ead SECURITY GATE Je _ RETAINING WALL = ; _ \ ie ; a } \ RETAINING WALLS “——\_ a) er as ; as BOLLARDS FOR CSS a ae Se <= SEE A } “See DRAI ARAGE SALE” E x my Ff OF OX ae ork ue eae Lie tg OR Saw 7 _ siae 4 he a vA ‘a Tw os ‘ i NSSASENNT ANCES ZY — _RETAINAG (Wala) ce * i. — ef _-4 x ‘ X AS ASA he iew cuRE NGA oe SO Ce INSTAR hae aS ee ERD oO eee Se SHY PLANTING cilapee hg Sie Ee ye RES Nearer DR ABBA VE ha Wa ey ee ae fOr ES JA fey x AREA ANS Wp) Pop TA el aie ee a tS Osawa Case) SSP CS SEP ED neo Sr ee ; = eg at SSA PLANTING ARE ri ~P ~] eee es a ee ares eee ee a an en Gee, PLANTING : — eS _l NY AREA Z ‘ RETAINING WALL |X HISTORIC 4 WITH RAMP AND - NAIR Ea RES | | | TRELLIS PAVENENT Building B-01 Building B-02 EASING Ag METAL GRATING OVER STAIRS WITH EXIST. ACCESS HATCHES MY 1 DISAPPEARING | ! SC : | a ole Sra Pane Lo oP TL [ ; _— a i L —_ —_— — ~lLL COMMERCIAL SPACE BOLLARDS FOR “LLL —_ PEDESTRIAN SAFETY— uw Sy ) EXTENT OF ACCESS LUN \ \ , JN SN Southport Building B ws Ay PEDESTRIAN LIGHT ; NW POLE / “sN WN PLANTING AREA ; ~\ ALONG STAIR WALL ., oY Era Pa Ne _ _ / UPPER COURTYARD 2 NEW CABLE RAILING ON i ae TL | / NEW CURB, TYPICAL— . Ly ~L. | re - | y CURB TO HAVE DRAINAGE = Ly SCUPPERS @ 10°-0” o.c. | ; L | - a esl FLUSH STONE HEADER | a: | | At STREET TREES TO DELINEATE a biecang No’ Building B-03 | | Building B-04 mite daeeees AP: FIRE LANE | | | L | SPECIAL PAVING | UPPER COURTYARD SOLLARDS FOR PLANTING AREA : TYPICAL 8 ALONG GARAGE WALL 6 PARALLEL PARKING J ha Pee ge | SPACES ALONG STREET fe iT, nea ce U ay, ON AXIS WITH PLAZA Po eT i HISTORIC STEAM PLANT rst dhehice X JS. \ | x PARTNER IN CHARGE YA i ACES \AL Ne 1h ad CANTILEVERED | / / PRCT MANAGER OVERLOOK WITH | / METAL DECK | | | | i \ \ \ \ | Oo | Z iw) \ \ ‘ | ‘ Y ¥ \ \ J \ 7 | V EM A S TYPICAL 3 PAVING STRIP TO Cee SE MICULAE : i DELINEATE VEHICULAR CROSSING, TYP. EA. — BOLLARDS FOR CROSSING TYP. EA. STREET LIGHT SIDE OF DRIVEWAY PEDESTRIAN SAFETY SIDE OF DRIVEWAY POLE AT LOW CURB SCULPTURAL TYPICAL 16 STATE OF STONE MARKERS "REGISTERED. D; FOR Docu HAs BEEN iS SUBECT FLUSH STONE HEADER TO REVIEW AND MODIFICATIONS BY TO DELINEATE GOVERNMENTAL AGENCIES LEVEL 1 SITE PLAN- EXTENT OF ESPLANADE IMPROVEMENTS FOR BUILDING B BUILDING B WORK J 98318 PROVECT NO. \ 19 MAY 00 i | DATE (¢) 10 20 40 COMPUTER FILE NAME SN HN EY MWh (J W'’W'W'’™W I Wp Wh SCALE 1’=20’ L-1 01 SET SHEET NUMBER NOT FOR CONSTRUCTION bewscsse unm nines na SA 00-072 — i ; @ ( ITHU — eS = | = Je a —_ = = = > _ . ¢g 75 oat PARTNERS ae ove way Cc Cc lo Cc - | | / ; SEATILE Wa 90101 LF ag cccsivereacy ethane as : ' Le\ eo! _ _ _ _ cites h wedlea J | KS : : \ ref. point ‘Av | i's) | ac | a | NL Tht axa ejejelqpeye fepepere ete lee terete ee Yb A Oe Fe a bldg. B-01 a4 ® = IL * oT 4 4 | elevator , RRRRRRREED! iW ie , Se | i | | ! bldg. B-01 Sy = ( ) Construction reference point ‘A’ oS ~ | | ai | : —_ | ss opp | ; at ob \ ere e point 'B \ ; \ i La\« : : OY | \ \ AEN \”n ee e aa c ~ / L. bd RE N T O N . . . t. A3 . 2 ta h l i n g Ul l ma se e SI nt | ew e se e 3h = Ba e on t ’ AS . 3| L 1 . | Oe SECTION KEY ; = eae . building B-03 aang B-03 P2 - el. 29.5 | lobby park 74 compact 74 standard 148 total parking stalls (incl. 8 bf stalls) + 175 stalls (level P1) = 323 total interior parking stalls provided (6) (10 barrier free stalls total per WAC 51-30, table 11-b. Stalls for required type ‘A’ units). rm (11) Level P2 building floor plan (see sheets A3.2 & A3d.3 for enlarged Slans| PLAN KEY e Construction reference point 'B’ === 45555 -5-5-=7 QO ® ® ® ® ® @ ® @) ® i) ® ® reference point ’C’ ; 10 142',|10" 367-6 1/2° | ise ee ee i : | ES TES TTT EE | A\23——— £ i i = SS = = t =a a = = 1° “7 [860 | bldg. B-02 i 1.21.5" Cc Cc c |c}cie c|/cicile |}c]aq}i¢c¢c;ec;}coc|]c}c/;ecltlecic;cjljc;jycicicjcijicicijic|]c}clcjycie - I Ol.cl. ratgroncs point th ; parking | ® = - t—+ + ~ Fr l| I moo sg | i ule |) el.21.5" el. 20.5’ a I| | 5 . le a / cr \ WO. DATE REVISION Cr SSSSSSas ape aaieniene ee nee 7 fF eens ¥ _ 051900-Pedestal Permit submittal | > — ee a — ft — ft = t a a, ee Sarre eS Ce Cece eee eee Cegeeney [me | RON”, 4), “OA Rs ge a | cre |p OS ew wt ff - eter rr rr —f-+z- \ | | zl) lel ____ safc) | |---| a ee ee oe \Z7 = mg 4 oT | c c C ; | 7 gor 20.5' nn 4 el. 21.5" 28c¢ ¢ c ic Cc Cc Cc Cc Cc Cc (7 Cc Cc Cc c c Cc Cc Cc Cc c Cc Cc Cc Cc ¢c " cjicjic ii ©) —f- i = r — 2 _ ft —|——-#8 —0 f _ in = bldg. B- 02 | =e . i | : | . elev. equip. ee F zt | 7 poe | x bldg. B-C . il & 6S PARTNER IN CHARGE 2 | | i © | é | S = oath) o - 4 i 6 ~ 4 -j|—4 = Ae = storage — JRB Ii g Gig I I | . S . oS PROCT ARCHITECT i | el. 21.5’ i MKA tr ae “2 2 DRAW | 8(1c) 2apo) eyeje] | . Construction reference point 'C’ 051700-VF 1 c | ¢}c¢}c|]cj]jcic c|ciec GE I ©) & — f = . # = ' — ' - | | i ; | | | i | reference point 'B | fl y ‘ect LP , - Project | 7 THOMAS D. EMRICH i | el.20.5 el.20.5 Chige res) STATE OF WASHINGTON i (8) a e — 8 7 & - : it ‘ = a = = { | 12(4c) clelle B{te) ° FOR_ PERMIT \| . Ne 2 mw i A i wat 7 P SORE: 820-0 ONLY Me ea : p THIS DOCUMENT HAS BEEN PREPARED Tl «= a ————— = — B = =, = FOR PERMIT APPLICATION AND IS SUBJECT i & ; = : 7 TO REVIEW AND MODIFICATIONS BY ‘o; e 3 r= ° = ; | 05 95 50 100 " GOVERNMENTAL AGENCIES ! " 2 ox | BUILDING ’B’ l\| *see, landscape, drawings for <0. i *o9e,landgcape, dre sae ye eclz os. FIRE - RESISTIVE CONSTRUCTION NOTES WALL KEY level P| & P2 a ao. TYPE 1 CONSTRUCTION THROUGHOUT AT LEVEL P1 & P2 (GROUP $ DIV. 3] PER UBC. 1-HOUR CORRIDOR WALL [UBC SECT. 1004.3.4) eve o| so —_———— —— SECTION 311.2.2.1. TYPE V-I HOUR CONSTRUCTION THROUGHOUT AT LEVELS 1-4 a ee et buildi fl o| S@ =-SpYTE ERED (GROUP R DIV. t} PER UBC. SECTION 310.2.2. ulding plans ol Eo LHOUR OCCUPANCY § DWELLING UNIT SECTION KEY SEPARATION {UBC TABLE 3-B & SECT. 310.2.2} 2. MECHANICAL, ELECTRICAL & PLUMBING SUBCONTRACTORS TO COMPLY W/ —a. a = as oo ; FIREBLOCKING & FIRE STOPPING REQUIREMENTS @ ALL PENETRATIONS OF RATED Spgs SHARIR ENGLOEURE mpi.no. 98318.00 P{ - | 2 0 5 i & 21 5’ WALL, FLOOR-CEILING & ROOF-CEILING ASSEMBLIES. Ane Pepa eal en a nee PROECT NO. Wey 48, 2000 e . Py Py 4. SEE SHEET A3.0 - A319 FOR ENLARGED PLANS. ine * 2-HOUR AREA SEPARATION E:\98318\BLDG-B\SPB-A2-0.DWG 88 compact 5. ALL SEMI-RECESSED OR RECESSED FIRE EXTINGUISHER CABINETS SHALL BE EE 87 standard OF STUD SPACE W/ 5/8" TYPE ‘X GW FIRETAPED) IF ALLOWED BY GOVERNING | HOUR OCCUPANCY SEPARATION . ‘ OF STUD SPACE W/ 5/8" TYPE 'X' 175 total parking stalls (incl. 2 bf stalls) BUILDING OFFICIAL / INSPECTOR. SEE SHEET AO.0 FOR ABBREVIATION DEFINITIONS. | [USC 302.9. 9112.21 & TABLE 9-B) (6) Level P1 building floor plan [see sheets A2.0 & Ad.1 for enlarged plans] _ a PLAN KEY A2 0) Pedestal permit ‘SHEET NUMBER COPYRIGHT (2000 MITHUN PARTNERS, ING, SA-00-03 * 380-3" , ITHU PART R 8 ite ee 149-11 4" 28'-0' 193-11 174" Tite SEATTLE WA 98101 (206) 623 3344 ARCHITECTURE FAX(206) 629 7006 PLANNING & INTERIOR DESIGN I : is i “Lt a L dan mae . vy - e ¥ ¢ ¢ ¥ x td 14 i : ¥ a ' 2 — {oF : ag =a + : S 4 = by Md Py w 4 re io i - : . i 2 4 S E = : AGS ealfe® ‘ oe Fs : — Wie protention mati = = neice Gaateie aid 1 In B ls i ast a up : = 5 4 ‘ a @ Hy . 2 os ws eg | os a = _ | 1] a i | < - a -— _— o | . aq | * y Pry & 4 & x - $, ral fe Haz Pp “Th J) , " | “LL ml y . Sheet A3.14 >» 7. xl: : RS ~ . S| § Sheet A3.17 . s 0 2) 9 . 5 . ny S| Sheet A3.12 | Sheet A3.13 £0 XY y, = Sheet A3.15 | Sheet A3.16 = ¢ o) : | y, 4 _ 7 oes f v 7 tee cs > y By 5, . an ? . e 2 g @ PAY ‘ ae an z ¥ 5 oy ¥ 3 6 & «ff ; . . Cy, XY \ Y) 5 : : - . =e eee a i . . ae < a rs 4 a Lb rs) Ss \ 4 Ke - (Bo proton ratte 5 7 (rs protien ing < £60 5 NN a . J / ‘ a * aif” > a = 5 a * RY / | a 1 I be * eee =i fs ; ul & = u a‘ Ha 5 2 a we h t SECTION KEY . 6 (3% a Y 151-7 1/4" 28'-0" 96'-9 1/2° 276'-4 3/4° (1) Building B Level R2-R4 PLAN KEY k 982-1 1/2" 11-4" 370'-0 1/2" ia —— f 7 > fj ~ keel : J. TT REE id it 2) ya s : i : oe 4 _ fe * Ay? | 051900-Pedestal Permit submittal A 2 y r r ' ac | Pilz i no EJ vt ‘ t= E E : - 2 _ aleU ie = : By a ad ; 2 ) + ts F] 2a and 2 x = Rerpretevten reg S iJ ra 5 & en prin road ‘eo preionti reli 6 Ls . LS 2 a a i — In a , . . Le : é aft cf ae 7 We up ‘ i - 7 4* EF = = aes = . L : i . il Li 2 4 / & | 2 f+ ‘ ¥ ~~ © a . x & ES Y ; . — eS Gt i va\) 7 ! | * ° JRB SY RS) PARTNER BY CHARGE Sheet A3.8 R JRB ' 1 ms ote: PROJECT MANAGER: Sheet A3.110 \ . « PROJECT ARCHITECT * Sheet A3.6| Sheet A3.7 ° 5 oe al: ; i : ‘ , 6.0 & % , 051700-VF 8 Sheet A3.9| Sheet A3.10 * g Ry, aR S 14 9 bd (s) k . z x e y, b e ¥ + c= ry $ w & e SY ‘ 2 vp 2 “Ee eS |B 4. ¥ ~~ © = ’ = y — \ To = 2 di = [] g ; | : ee a N 4 x a = Y, AGO ON Lad . _ mine nov : THIS DOCUMENT HAS BEEN PREPARED v ath? = 8 + RS FOR PERMIT APPLICATION AND IS SUBJECT 4 n LY yj a 3 & & TO REVIEW AND MODIFICATIONS BY LK = wa Lee —| GOVERNMENTAL AGENCIES ‘ 2 | 1 | ] | Ve nae Ps? - [> 2,8 Ae, . 7 |. 4 BUILDING 'B ry a . » 5 f | Ake Uh | ——-_—- Level RI & R2-4 bh | 4 — “L building plans | | | pd | iy (een ee at — 1 <a mpi.no. 98318.00 May 19, 2000 - ° A a6.) ° | | 16-3 1/2" g7-10 1/4" | 60/ 20'-8" ze-o v2 | 28-4 2" | 47-1 1 1- 6 1/ 2 " a & 277-0 3/4 5 oe ee £.\98318\B\SPB-A2-1.DWG 0 5’ 25' 50" 100’ Building B Level Ri SCALE: 1' = 20'-0 A? | Pedestal — @ permit SHEET NUMBER COPYRIGHT (©2000 MITHUN PARTNERS, INC, SA-OO-0T3 66'-6" 51-3 3/4 72-0" 4, Max Penthouse Hat. | _ MAB 91.5’ Top of : bd : Stair Penthouse : baith oak Allowable Bidg. Hat. - : _ - : ; 1. | Elevator Penthouse : erayisd Te a 1b & 81.5" Ay Roo. eupnan : | a = ay samosas ae! : Steel Canopy sromtacrons ated Mi St : iH Stucco, Color 1 INTERIOR DESIGN = 4 nee4 —- . eS DO S| a Res-3 >| & 8 ne Stucco, Color 1 25 O19 39 = : : : : 7 =e Stucco, Color 2 Res-1 _ =n . = 5 . . O39 5 =— Brick 4 Highest Fin. Grade_ py - — =—— — 31.5 3 59.5 | — & Lowest Fin. Grade “ P-2 eae | EERIE ool | i= TEE a ES —tir et Decorative Tile 21.5’ ® 05 ---------->”,- —— Finished Grade Existing Grade (7builaing B-01 & B-03 North Elevation (Waterfront!} , PLAN KEY " 159'-11_ 1/4" . 96'-11" 82'-5" 25'-0" \ 6t-1 1/4 92-1 3/4 28'-0" Stair Penthouse Elevator Penthouse Steel Canopy BASSAS —_—_— HPESENOBEING Ges! satnsecsamnsrn W 7 \ we d ? > | yy ae Vert. Metal Siding Nw / yy i : Stucco, Color 1 es Yo/ iN | ; ~-* Stucco, Color 2 | EERIE TTT PET TTR TE RE N T O N Brick | “a Architectural Concrete Greenscreen Trellis Ss a T. Decorative Tile a : Landscaped burm —_ - —= <a a Eco-wall Plane Change Plane Change Finished Grade Existing Grade . (2 pulling B-03, B-04, & B-02 West, Southwest, and South Elevations [Street] Y) PLAN KEY “051900-Pedestal Permit submittal 493°-11 1/4° 25'-0° 151-11 1/4° Stair Penthouse Elevator Penthouse a ~~ — — Steel Canopy a = Pp JRB — —— JRB : Stucco, Color 1 — — — —= pit Sass Ge D.P,O l : Stucco, Color 2 aan 051700-VF ‘ = — = Greenscreen Trellis ‘ck =“ — —— Architectural Concrete ~~ —_——™ —— . Landscaped burm Decorative Tile ia — = . = = Eco-wall Finished Grade QR MIT Existing Grade ON THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT ; TO REVIEW AND MODIFICATIONS BY (9 Buling B-02 & B-01 East Elevation (Park) aa ———— . PLAN KEY BUILDING B PROVE CT ELEVATIONS Nort ° ' ee mpi.no. 98318.00 May 19, 2000 DATE . COMPUTER FILE NAME 0 4 20° 40' spo nt peg, 80" SCALE: 1/16" = 1'-O° “cil ON WK WS: an \ 5 () Pedestal ' wu @ permit SHEET HUMBER PROJECT NO. COPYRIGHT (©2000 MITHUN PARTNERS, INC, SA-O0OTS * ST, WM. RANGE 5 EA 1 TOWNSHIP 23 NORTH _ SECTION 8 NORTHWEST 1/4 SA-O-01 “U s Lo y | er L ' | oe = | 2 wn ’ | Si zp e s s i aR aS ; & aE ie ey TE ik e “S p y 2 — yp ~0 Oe | " ba ® he y sl y Sh y SS H eS | | Ly Sh e ee . wh o ? <0 . = = Gy e Hy d e = =| | ; | %& Sh y do ii : é AS ) ic & ty (N o u W S e y e 4 N I v d ) 9 3 a Ze 15 . 9 7 5 S 7 7 va SI C H NE O SOUTHPORT - PHASE Seco Development, Bellevue, Washington 98004 “7 ws 0% "pRF #32421 8 \o CB TYPE | FND REBAR & © MATCHLINE SEE SHEET C31 a fe A/C PAVEMENT EXPIRES 01/23/2002 \ M a o e Wo 8s O s k e P o t s i 8 | al 2 —— — — (¥ ) 3a gp se | oe 2 ie , 5 3 ke e 4 IN g W a A Y E O f | m G E eo , s, o e — «- E 12 sa p = % B e . — — n z V e n S F 5 S © 2 2 k Se | © at “ | 1 3 s a : 2/ 2 £ af t | a T t a VA =. i N : _ te |G ; No &, : a fF 3 — LL Lu ‘o oo Lu Lu (J p ) Lu = —! : 5 dG ! = es Y gy O ° y a ) {l i n / | y r ZY T E oH , O L o : Ly _ ne b s eR ES i 3 A ) ae u y - - a l e e . D e t a € ' € O L S S H S S S S S N T H O L V A so a s u s s t o m a w o o o y a o s ox o v e w | Ud d v | a l v d | A g NO I S I A Z Y ‘ O N NV Id AO V N I V A G yd e q g sy i o m oq n g / B b u l p y i n g /B u j u u d i g “S h o e Ta g av JO S oa H o s e W Y I O L S C N V D N I G V Y D = a io —_ Ni {e ) — 7 0 0 8 6 U O I B u Y y s e m ‘ a n r a l j a g ‘ j U a W d o j a n e g 0 9 0 g NO . L N a a = —— 0 0 - 6 1 - 5 0 , L a O d H . L O O S d Q A L I | e e v a r c a n a m m s e s | S H O N S V _ Li l i - S S ~ d d d ta p yu o r ds ‘b y p y o d s ja s ‘t a p y a s - r 4 be y p a ai d s ty p z e s o g 7h ta p e s o g pa Se 2S T qv ) JE T T f= ) YO R 10 1 MA 2 10 1 0O 0 E G1 MN EI T hk “G F MO VI S I T dS AT (H O G H U N O S . PH O T \ 66'-6" 51-3 3/4' 72'-0' 4 Max Penthouse Hat. | _ ITHU 91.5’ Top of | ° Stair Penthouse PART NEES 414 ontve way 6S Allowable Bldg. Hat. «> Root _. Elevator Penthouse seiesiicti wares 81.5’ 80.5’ = Steel Canopy Ak COCR tiie PAT(200) #28 7005 Stucco, Color 1 INTERIOR DESIGN -_ & Res-4 i a So 69’ 5] @ Res-3 >,| Oa Bo ne Stucco, Color 1 a & 49.29 - Stucco, Color 2 a ies ~ Brick . Highest Fin. Grade pa oo & 31.5’ 2 4 Tag = Lowest Fin. Grade “| . p.9 Decorative Tile % 21.5' O05 “= = Finished Grade Z, Existing Grade , O Building B-01 & B-03 North Elevation (Waterfront] _ i PLAN KEY oe) oa) F 153-11 1/4 g6'-i1" 82'-5° 25'-O0° 61-1 1/4" §2'-1 3/4 \ 28'-0" G . Stair Penthouse __ Plane Change ___ Plane Change | = —__—__ 1 Elevator Penthouse / _ —— LA = —=. == =| Aa — Steel Canopy \ \ Lb / \ lism) ALR oe Vert. Metal Siding rN Soe 7 = —==—=— §tucco, Color 1 7 Stucco, Color 2 ___ Brick | ee Architectural Concrete RE N T O N Greenscreen Trellis Z- ee ed fae ee 1 oh Decorative Tile em aot I —™~ Landscaped burm —_ —_—_—_ -—— -—_- — _- — a, eS ee ee ee eee ee ee ee ee Eco-wall Plane Change Plane Change Finished Grade Existing Grade (a Bullaing B-03, B-04, & B-02 West, Southwest, and South Elevations (Street] PLAN KEY 051900-Pedestal Permit submittal 493'-11 1/4° 25'-0° 157-11 1/4° . Stair Penthouse Elevator Penthouse : : = = Steel Canopy = oe i Sa 7 ~~ = se = = eens Ee me i ! ul a JRB Stucco, Color 1 — oe D.P.O. Stucco, Color 2 _ ee — = Greenscreen Trellis = : Brick Architectural Concrete o85 —_— Landscaped burm BS ESTED Decorative Tile fe) ESZe2, eran, SOOO —— EESSSESCESESS Naa EPS. mea = E i EEE EEE ERE SEILER III IIIS II 7 ——— co-wa & was @@ ICH SHINGT! Finished Grade QR Existing Grade ne ON MILT THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY (9 )Bulling B-02 & B-01 East Elevation (Park) eqemen NERIWENTAL ASCH PLAN KEY BUILDING B ELEVATIONS mpi.no. 98318.00 May 19, 2000 DATE COMPUTER FILE NAME 0 4 20° 40’ 80° SCALE; 1/16" = 1'-0° Ad () Pedestal e permit SHEET NUMBER: PROJECT NO. COPYRIGHT (©2000 MITHUN PARTNERS, INC. SA-(0-073 So t co n t . d v g , gt sp o t ag , So t bo s e . di g , Se t . bo s e L d n g , SP T CR dw g , WA - S t P av g , Me l e : Lo v e r s e l s GR A Q L S ? J= / 7 Se a l e : Le FR Y Lo t e d T i n e : Ma y 79 20 0 0 10 5 5 ar m Me w e s PL O T S El e : SE L EA S E D LW Lo p e : SO U T H E O R T NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. PP P - s s - T T T T DA T E : 05 - 1 9 - 0 0 FI E L D B O O K : DR A W I N G NO : PA G E : OF : SH E E T : SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 GR A D I N G AN D ST O R M DR A I N A G E PL A N _ _MATCHLINE SEE SHEET C311 CI T Y OF RE N T O N & ul t Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . VE R T I C A L : NA V D 19 8 5 SC A L E : AS NO T E D HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 7 ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y SU R V E Y E D : DE S I G N E D : SC P LP L DR A W N : CH E C K E D : SC P AP P R O V E D : AP P R DA T E BY RE V I S I O N © ae aa 3 Gene Coulon Park awe $ I 0 10 \«X 40 \ © WHoiwhHq gw set NR Be Ne 7 Sere, “ oo ert? le aa a \. Ea ‘ee Sal” A/C PAVEMENT 2 oa ae \ ‘ i ae ~ eo TREE DRIPLNE~/ - PROVIDE 12” ‘STUB E CONNECT A (PARKING “ 3 Se eee STALLS | Fee #30” HIGH STONE BLOCK WAL = gp wally ep eee eee SEE DETAIL/ x \ Nest : eat gh = aor LO og — Som LIE ges Pe NO ae es . bob eK Syl oe Pm ~~ G @ Pee @ PG) ae, M225 (5\ et nt eee areas : REES & PLANTINGS W=225 i ion Oe { ; _ | Brez00| . Sane ts [gt RON sis 07 3 ee ee ol = ~ ff ms RE, eran oe NP OY RIM=21.0 ; a | IF=18.36 (3 IN SE) | ——— r/o — _ ee £=18.36 (12” OUT NW = ——— a a aa : = . SD#__. CB TYPE! ss ——s == = —} RES WS LS ESS ce Es RIM=21.0 fk [ \ 150 LF 12” sp @ 0.5% SSL — “| — FS TSO LF 12” SD @ 0.5% 1 SS i i SES 2. = F & 2 - : ale ; ; Sy , aoe 1 97 LF-42" SD @ 0.5% EEG ems) a eo aa eh ee ! =10. g ee , oa e } + \ : ' , E=18.13 (12” OUT NW) o OR ROOF DRAINS SD#__, CB TYPE! SS BUILDING LEVEL” | + j STORM DRAIN , VSD CBTYPE I-48’ =|: SDE__, CB TYPE I-48 y/ N FF EL085 RIM=25.0 AT GRADE (TYP) FOR ROOF DRAINS ; for i6.9 7 (RM=275 | ' . GARACE EL=200 I E=19.11 i IN SE) | . BS FF EL=285 _pile=19.86 IN SE JE=20.35 i iN SW Fd @ 0.5% / 19, ! Cain | ea 25 LF 12” SD ; : / IE=19.11 (12" OUT Na) - GARAGE EL=200 iE=19.86 (12” OUT NW) 1E=20.35 (12" OUT, NW) 12” ole CONNECT-7O-SUB | DRAINAGE-SYSTEM # =p E=18.0 eo 3.7 _ nae TUNNEL, eo \ 18” OUTLET aes : = =18,0 . eos <P |-9']8 hd i R age ee * ns , OS fe & fe vs as Qt. SD#__. CBTYPE|I48"__. if! aes’ ase aaa dy RM=27.00 |, A len @SSe— SH 0.4% | | vooo | hSbe SS | IE=21.40 ie IN Se) oe a Br al S “Dock 33 LF 8" SD @ 0.4% BS | ae 1E=21.40 (15" OU AW) ae) | Le j 7 aan j— - : > Ls S _ SS 2y 15" STUB FOR SDE. CB TYPE! pi & ~~ ‘ T - —> aed Whee SYSTEM. RM=27.0 N oS \ rok ec, IE=18.10 ie IN SW) F——— CONNECT TO ROOF DRAINS 2 2 ° \ _ NS IE=18.10 (18" OUT NW) SEE MECH'L PLANS FOR I ‘ y, Fa & sf een e CONT/NUATION LAZA oa * SDE CBTYPEL TIN. E> ; | / ee RIM=21.00 {ils ; “29 ee E=18.23 (18" IN SW) E=18.23 (18” OUT N) f Q > S WIDE ae S BLOCK BULKHEAD < EN Y oD wy fy ms * ~ F ‘ oO = 1.07 CONC. RET. WALL || \ fo a + + i 7 Tr © 4 / s , uJ a4 S DRIVEWAY TO UPPER a w #) FF EL=295 /V | FF EL+295 PARKING CARKGE na ~! * GARAGE EL-205 I SD$__ 48" MANHOLE GARAGE EL=205 =| | es c HH _ DRIVEWAY TO LOWER | / HIGH FLOW BY-PASS 8” SD STUB FOR 8” SD STUB FOR 1 |-——8” SD STUB FOR a) PARKING GARAGE RIM=23.5+ | ROOF DOWNSPOUTS > | ROOF DOWNSPOUTS ROOF DOWNSPOUTS Lu —— . IE=19.10 (18” IN S) IE=20.43 ES IE=20.63 E=210 * < spt! CB TYPE! F=19.10 (18” OUT NW) HIGH FLOW BYPASS . - - os 03.0 IE=18.90 (4” OUT NW) TO WQ VAULT SD#__, CLEANOUT ro b.15 (B” IN SE) | rh — RIM TO GRADE O SDt__, CB TYPE! _ S b 39 (18” IN SW) see \. F=21.05 = RIM=20.3 . | ~ IF=18.82(18" OUT Ne — — : S IE=18.68 fg IN S) <= ic - —— IE=18.68 (18” OUT NE) ; : Ss @ 05% —— ® ie=70.58 T Sei" SWBCFOR FUTURE LG) 1° ROOF DRAINS us y-4g'* ROOF DRENS| UY RMT 7 EE21.285 & So E=20.97,A12" IN S) | a, (E2072 (16" IN E) Ly, E=JOTIAIS" OUT W) i Bp fo 14x65%x6" WATER QUALITYVAULTI SDe- = CB TYPE | : » > nee ‘ a “1E=20.45 (15” IN“E) SEE DETAIL RIM=23.1 OUTLINE OF FUTURE. BUILDING a i = OUT. NW)- i om ae PA L E=20.03 (15” Nw) | SD#_, CB TYPE I-48" c ee iy Ni), Ss, RMaDT a0 /|\ — a \ PROVIDE WSDOT ‘JERSEY’ BARRIERS RIM=26.20 = ae. 1E=18.90_(18” IN SE) ~~ a | SEE DETAL “x Sea eh IE=18.90 (4” IN SW) / \ <7 Petpet aur) IE=18.90 Her OUT NE) - \ >} : ' / \ " STUB FOR FUTURE : ROOF DRAINS L “ \ fg I : No . MATCHLINE SEE SHEET C35 _ & NORTH COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 GRADING AND STORM , 45 DRAINAGE PLAN (03.5 ° [ EXPIRES 01/23/2002 | SA-OO-OT NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. DA T E : SANITARY SEWER NOTES AND SPECIFICATIONS 1, ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. | ° Call 05 - 1 9 - 0 0 OF : FI E L D B O O K ; PA G E : DR A W I N G NO : ‘S H E E T : PP P ! TT | before you nen) Sy 0 30 120 = = = IW. :.KiW~W 1-8 00-424-55 25 ig OOOO SCALE 1’=60’ 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DMISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION” PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. TT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. SA N I T A R Y SE W E R PL A N - PH A S E 1 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10, THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS—BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. Gene Coulon Park 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN w= SSS y) . Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . T] LL L ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING M h M f I) Ty < WS SSSR ees ee SSS OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT 23 vee S| SRN SSS AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH 33 OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING 35 SHALL BE PEA GRAVEL 6” ABOVE AND BELOW THE PIPE. 3 ; 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, * SS . SDR 35, OR DUCTILE IRON CLASS 50. c S A 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE mT ug Le) S a. CONNECT EXISTING SIDE : IT wantan 7° SEPARATION [5 Connect To 1; : FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 5 § bus > < tS SEWER TO NEW SEWER SYSTEM FROM EXISTING MAIN EX 96” METRO [i Zz wl Ses ES a —— <T . : 7 vlee8 s = cE as (0) "1 g24 ‘S$ ! a “% $ || PROVIDE NEW EASEMENT | & TO CITY OF RENTON = |. _ = pees bree as. ca 2 LA) ao oa a ~! i [S} i; oO 8 |e] “/3"|8 NG 3B t=} 8 B 1% 2 K ~ o etl 2 < i g r i) 9 4 XQ a - a = peo, @& E “hm like 8 tbe \ se) 2WN \ | ~ +t 7 EEN z | N D NS : | lu * — | cio ai KEYMAP SOUTHPORT - PHASE 1 SHEET / &§ VW, Seco Development, Bellevue, Washington 98004 a ane . NORTH ? 44 Boeing Renton Plant 7 ran 7 COUGHLIN PORTERLUNDEEN a SANITARY SEWER A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION _/ | fo) 217 PINE STREET - SUITE 300 P: 206/343-0460 Lt _ 2 SEATTLE, WA 98101 F: 206/343-569 | PLAN PHASE I : | EXPIRES 01/23/2002 ] SA-00-018 Sp l be s e l . d w g , So t pr o l o n g , WA - S t P aw a , SF L CI B . dw g , So l . b o s e . d w g , Sp l . bo s e 2 dn g , Lq v e r s e l : SA N P P L S ? _K r e l s : ‘= / Sc o l e : /- Ye w . PL O T ] L_ SA W ) DW E = By e PR Lo t e Sh i n e : Ma y 19 20 0 0 11 9 am ti l e : SP Fr o f e c t ? SU T H P O R T SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 SA N I T A R Y SE W E R PL A N / P R O F I L E - PH A S E 1 CI T Y OF <= RE N T O N Me ma l l Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . VE R T I C A L : NA V D 19 8 8 . HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 if wag Ee BREE fe) Zz 188 125% ” aes _< us j a; su|/ a a |g?| [ele G&G l- |2 |= {36 z2 in |€ |2 |& 5 i8 |@ |z B io |S |S |& (aa a a: =@ Lu <x a = a a oS Y > wy Y fe) Zz CAP AND ABANDON IN-PLACE EX 6” SANITARY SIDE SEWER. REMOVE AS NECESSARY TO INSTALL IMPROVEMENTS Io 4 p29 T= TOIT CAP AND PLUG EX 4” WATER IS'WIDE FIRE MAIN. EASEMENT PER REC. 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R=13.74 48" SS MANHOLE #1 STA 0428.82: RIM= 10 STA 0+00 : RIM=29.18: EX 29 . 2 £=13.5 (10” N IN) NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. 8 re} SG s 1 714 ds -Leeoe |. © FUTURE, SANITARY SEWER = \] \ | jh | g°ege & fps of \e \ af 1 | \! ie 6 c @ |5 a x , \ 2 \ | | ~ ‘ \ agra ole { ; f°) 10 20 40 x ! \ | \ g'w Olle | ANB 3 | | ; | a | Bi CBT AAA 2 1A | 1 © fan rm SCALE 1’=20’ oi if g\ 2 P: 206/343-0460 F: 206/343-5691! SOUTHPORT - PHASE 1 Seco Development, Bellevue, Washington 98004 SANITARY SEWER PLAN/PROFILE NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. 05 ~ 1 9 - 0 0 FI E L D B O O K : DA T E : PA G E : O F : 10°W DiI— \ | o £8 , ae DR A W I N G NO : ‘S H E E T : | DOMESTIC WASTE wrk PP P - S S - T T T T SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 ae an ae a a SIDE! SEWER CONNECTION C FUTURE, SANITARY SEWER ™~ (e) 10 20 40 LI CT. 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EX EX 22 . 1 EX 22 . 4 EX 22 . 3 EX 22 . 2 EX 22 . 2 EX 22 . 1 EX 22 . 3 EX 22 . 5 EX - : : : : : | __ Roadway Centerline Profile SCALE: 4"=20' HORIZ 1°=5' VERT RE V I S I O N KEYMAP SOUTHPORT - PHASE 1 SHEET Seco Development, Bellevue, Washington 98004 SANITARY SEWER DEVELOPM COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-569! JUN 2 2000 C42 PLAN/PROFILE NO . Lr o f e c t SO U T H P O R T Fi l e : SP L . SW L D H C By PR I Da t e / T i m e : Ma y 19 20 0 0 10 : 7 9 am , was he EXPIRES 01/23/2002 So t ba s e l . d w g , So l pr o k d n g , WA - S t P d w g , So l bo s e . d w g , So l . ba s e 2 dw g , SL Cl b d v g , sc l ’ SA N F P E L S ? te k s : LS C LU E Sc a l e : /= / Ly e Ye w PL O T S LA W LW E by PR W Do l e / li n e : Ma y 19 20 0 0 10 : 7 9 am . 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RET. WALLS a SS - i a 2 RSS DOMESTIC WASTE WATER == ——— __TELEPHON G ' FF E1005 SIDE SEWER CONNECTION INE WATER ME ~ sL=20.5 GARAGE EL=205 SEE MEH FOR CONTINUATION ON € WATER FI : BOMESTC—WASTE-WATER a SS a an POWER SIDE SEWER CONNECTION oN = Fo RS Rea | SEE MECH'L FOR CONTINUATION rn S IE=20.17° (OUT) | = ie) 10 2 0 40 yd WWW WD © x 2 Oo Oo for) GN N —_ >< >< >< Lo ud lo ___SIDE SEWER CONNECT! STUB FOR” FUTURE BUILDING 48" SS MANHOLE 47 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 SEATTLE, WA 98101 STA 13+16.53,10.75° RT RIM=25.40: P: 206/343-0460 F: 206/343-569 | EX 20 . 6 48! 9S MANHOLE #6 RIM=27.G0 iE=19.45 (10" E OUT, STA 11494.51,10.75° RT See NW. Hh cceueavesstseeaveens | mummeesonad eceesees ; WING w/ MA T C H L N E SE E SH E E T C— ~~ KEYMAP @ NORTH SOUTHPORT - PHASE 1 Seco Development, Bellevue, Washington 98804 a SANITARY SEWER PLAN/PROFILE Cy ip » [ EXPIRES 01/23/2002 | 05 - 1 9 - 0 0 FI E L D B O O K : OA T E : WATER UTILITY - GENERAL NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT OF : PA G E : DR A W I N G NO : ‘S H E E T : PP P - S S - T T T T SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 I bat Call . efore you ( Djg. w i) 30 60 120 SCALE 1’=60’ ON SITE AT ALL TIMES DURING CONSTRUCTION. 1-800-424-5555 UNDERGROUND SERVICE (USA) 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOURS LOCATORS, 1-800-424-5555. 4, ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. R MA I N PL A N PH A S E 1 TE WA 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CONNECT 10 CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12” IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12” GATE VALVE ASSEMBLY VAULT AND 1” BYPASS INSTALLATION. EXISTING 10” MAIN Gene Coulon Park | Fikt Horan f . 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA FIRE HYDRANT C-504-80 WITH A 6 INCH INLET AND A MV.O, OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES Y, THREADS, 0.0. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). FIRE HYDRANT 8” WATER LOOP Fi 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS” PRIOR TO DISINFECTION. THE "POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. sibtnnierees EC — —S SS SSSSSES SSS & yi qr | ‘ VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PS! OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. MM yn ” B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD My , SC A L E : SPECIFICATIONS REFERENCED IN 1 ABOVE. a =e UTILIZE EXISTING 10” WATER MAIN fs LY 8" STUB le R&S DURING PHASE | CONSTRUCTION FOR FUTURE : a m Y a N ° ° 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. | TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. TT L AT FU L L SC A L E MN AS NO T E D ON E IN C H IF NO T ON E IN C H SC A L E AC C O R D I N G L Y Existing Steam Plant H| Fr=155.5 | aoe 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO SU R V E Y E D : STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. La k e Wa s h i n g t o n 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. sc P LP L sc p DE S I G N E D : CH E C K E D : AP P R O V E D : DR A W N : 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AP P R AS-BUILT DRAWINGS. DA T E 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. . ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. BY 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. Pu g e t Po w e r Pr o p e r t y 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN De:AREAS, EMICAE PROCESS LINES RE V I S I O N KEYMAP SOUTHPORT - PHASE 1 SHEET © JY Seco Development, Bellevue, Washington 98004 NORTH COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 « WATER MAIN PLAN yp: r@5.5 5 PHASE 1 = mm NO . EXPIRES 01/23/2002 NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. PP P - s s - T T T T go l . sp o t d i g Sp t . c o n t d y g , HA - S C E OM G , So l bo s e Z d w g , SP T CI B eg , 8 Vf os 2] | LEGEND \ oC Ss , bg <= | SS Ogee sO gle |g EXISTING REMOVE PROPOSED EXISTING REMOVE © PROPOSED Te A ) . \ yak \ & iF 2 {8 & , ~ WAY 300! ASPHALT PAVING GAS LINE —e : y 3 : : - a 0 10 20 40 7 - = CONCRETE. PAVING a GAS VALVE/METER fol © ANB STA 4 Ss ok I SCC]: sen i —W-—— —w— ‘ 7 { BUILDINGS YY WATER LINE W SCALE 1=20° Z LA) 8 Tee DA) 4 ---0HP-=- BARRICADE ‘ (1) 8” GATE VAVLE (FLxMJ} 2 TREE. PROTECTION . OVERHEAD POWER A 4 1 eee (MJ) 3 TREE W/PROTECTON SKEE-’S STORM DRAINAGE LINE——so— ) 4s Bend SQW THRUST BOCK cop] . : E CONSTRUCTION LIMITS SANITARY SEWER LINE ——ss— SS ww i z a CONTOUR (INDEX) 9 —— —100—— SANITARY SEWER MH/CO > © 5 n lo CONTOUR elie « —98— STORM CB/MH cine - ro CURBING =e —————= —sTELFPHONE UNE =) —~T-—— STA __+__ Ss i ey “ = 4 5 ¥ (1) 8° 45° BEND (MW) we : = Say <—— \ ; ok 8 ; Sree \ SA = z SAWCUT LINE WATER: METER/VALVE/FHEB DX-O- | [\W/ THRUST BLOCKING iS So FND PSPRE-NON SRS Z oS rN A ee SPU Ae EA \\ Ot eee UE S Es) Wf oe eR oe yo ie \ ry at SILT FENCE WATER. FITTINGS Yow, eh si aeucrase NOITTE. 5 7PBAE — ROL \ \ (1) 6x6" REDUCER: (i) , \ = fad *< PSK STAMPED “CITY OF RENTON BR INS "=< \ ‘ ‘e) 2 POWER —_ —~ JHE.SE. COR. OF CONC: BASE-OF—~ ~~ 1 Oh STA + \ Mea ~~ TRANSMISSION TOWER: ELEVATION. \\ ks) (1) 8” 45° BEND\ (Md). & \ 2 SESS one OAD R= \ \ |W/ THRUST BLOCRING . \ > XS < ee En ee “TE. — \ : 3 = PK BNL oO Os RN .™ STA _+_ J 2 : wet 5 / FOR PHASE {I CONNECTION 28 yh SUSy <2) ~ SHEEL CASING i eo Ne ra 1) 8” TEE (FL) / Pr 5 (1) 87 45° BEND (W) NTO & 2) 8” GATE VALVE (FLxMd) an Ode © W/ THRUST BEOCKING a fx, 1) 8” ADAPTER (FLxMJ) py 307 O Z x 1) 8° CAP (WJ) VO fe CO 5 w/ THRUST BLOCKING LAE ee val = 2 ‘ \ . cH $s — po a OR s&s s = > oO 4 : Me a 4 Le @ A iY — “| ye as jl & “ot a “4 s NH 2 C° ae ‘. Kk ok of SY _ so i st ; us ; ! $3 reco Res « punts -%< A rs + y, Su, a AON WIRE ! Av & SON _ a 53 S eS fl =|228 STA tho. ; vy 3 §/ B25 (1) 8° 22-1/2 BEND (MJ) 2 | 3/Ze8 W/ THRUST. BLOCKING \ Y ae] ae ee ' _ os “8 2 \ y i i 3 i ! i i : . 4 SK ! me fst is. La v e r s e t : WA I R L S ? Ar e s , So t _ b o s e dg , 7 Sc a l e : |: He w e PL O T TE A S T OC Ey e FR I Da t e / T i m e : Ma y 79 20 0 0 10 - 2 0 am fi e : SP S| a} S|. 6 |2 |§ |é Oe ao ia < bd 5 > ao GRAVEL Ps S Y =e © HEET C52 KEYMAP SOUTHPORT - PHASE | SHEET © Seco Development, Bellevue, Washington 98004 aa NORTH COUGHLINPORTERLUNDEEN eee A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION én || oh is) 217 PINE STREET - SUITE 300 P: 206/343-0460 pees a SEATTLE, WA 9810! F: 206/343-569 | 5.6 Lt g p e c k : SO U T H E O R T | EXPIRES 01/23/2002 | NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. DA T E : 05 - 1 9 - 0 0 OF : FI E L D B O O K : PA G E : DR A W I N G NO : ‘S H E E T : PP P = S 5 - T TT T Q 10 20 40 SCALE 1’=20' (1) FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARDS A/ C PA V E M E N T WA T E R MA I N PL A N SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 | | | | | | | | | | | | | | | i | [SS | = { I Z a | 1 = st | 7 : | = _ * sw | | So | ae | “Pa | | sh GRAVEL po | | I ii | \ | | \ | | | | i bs | z S _ o co} fair ‘ a Z 2 SI Vaan g : = CoO 5 oa |e! | "4 = e * a | = Pan oQ we \[4 | SS 2 a 3 3 , 4 & =} a \ $e my i. - | ESS OM 3s FIRS = 1 LES © Me } | SEES = Pe, aN x VY é W/ THRUST BLOCKING: | | I RAS S a ‘ > | ——/ SS c= | “ cad 5 | x | | x a VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 So l co n Me , Pl S2 0 HG , WA - S C P cn g , SC A L E : AS NO T E D ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y A/ C PA V E M E N T So l bo s e 2 dn g , SP L Cl h a w g , ‘S U R V E Y E D : MA T C H L I N E SE E SH E E T C5 3 sc P LP L sc P 8 222177" BEND (MI W/ THRUSE-BLOCKING= ed | A. | gs : = PaaS DE S I G N E D : CH E C K E D ; AP P R O V E D : DR A W N : So t b9 8 2 . WG , de l s : a . = TEC RIEREN 7 I ———— = = sate ri s ‘ AP P R a'u(R) 4'W(R) ECIR) 8"CP SS DA T E > | FEST PILEIEVATION PPK sp EX SSMH Lo v e r s e l ’ WA I R L S ? d= ] | CAPWATER LEVEL 18.4 TTF IN=23.20— dT 6 . he / IE=16.90(8°W&E) BY ee J a <O : ( Z NN y St a r e Ye w s PL O T ? by : PR Lo l e / ti n e : Mo y 19 20 0 0 70 : 2 0 am fi l e : SE L BA S E L DW E g — vos L 19% = EX INLET “eg E=17,10(6°N&8"S . oo] Af Ri=21.96 | t ! 10°W DKR Ll. , ‘. ~ eee _lEs2nea(a’se)_ _ P.— — — — - as eee ee it | ty 6"PERF_ CONC. : . ! N = IE=20.86(4"SE) IN FRENCH DRAIN = : \ IE= » Si TTT TT Hs \ vc ma ERIE am — B°cP SS EX SSMH——___ \, }——<<8" RIM=22.48 ~ | __—e'cAiss ~ 33. i Me S x ss —— oO ‘i | (RECORD LOC) | 18'DIA. R/R TUPNTARL TURN I NUCR ET Te ral < fT i + 7 Tn fi make ee nn “To RAILROAD TRACKS | 2 ii i ; ak , “| RM=22.13 __ | E=20.65(8"se) \ "2 IE =20.53(8"NE) | e=20'3312"NW) a “RCC ce freee SEX CB TYPE | RIM=22.00 e\ 8 E=20.80(8"NW) = § \ os oa i * E=20.10(8"SW) RE V I S I O N MATCHLINE SEE SHEET C54 KEYMAP SOUTHPORT - PHASE | SHEET © NORTH COUGHLIN PORTERLUNDEEN nS Fy } fe re Seco Development, Bellevue, Washington 98004” : C 42 Pa A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 WATER MAIN PLAN “7, 055 NO . Fr o p e c t ’ SO U T H P O R T [ EXPIRES 01/23/2002 | SA-00-0T3 So l co n t . d n g , go l . sp o t . a g , HA - S C P dg , Se l . b o s e dn g , So l . b o s e Z o n g , SP L CI B GW G , 7 La y e r s e l ’ WA I R L S ? He e l s : 7 LA S E L L M C by : PR Do l e in e : Mo y 19 , 20 0 0 10 : 2 1 am Ne w s LO I S Sc a l e : 1: fe : FI Pr o j e c t ’ SO U T H P O R T NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. PP P - S a - l TT T DA T E : 05 - 1 9 - 0 0 FI E L D B O O K : PA G E : DR A W I N G NO : OF : SH E E T : SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 WA T E R MA I N PL A N WOOD BULKHEAD: , at & (0 a a7, 9 © = © s bE = mae & a E. ge [ae mS oO s £ a 5 faa) ~~ D & c >| el a Qa 3 33 er 33 82 Fd 33 2 a 483 = =|375 ie) 2/°28 Zz gf ee8 a “le2g , = “3 3 8 ao a] a S| a] o é |le?| le? le G |2 jz |¥% {ze z g = 3 « a |8 /8 |é 18 [ee O: a xt lJ me << a > faa) Zz <<) a > mf a fo) Zz _MATCHLINE SEE SHEET C51 Be 5 4 SS ae ina LEM" - ‘ —_—_ Gene Coulon Park iS STA & vo STA i) FRE FYORANT ASSEWBLY = SIA __+__ . STA__tu-< 5 i Ss a_i Si ae (!) CITY OF RENTON STANDARDS ~ ~{4)FIRE HYDRANT ASSEMBLY eH) BP aes BEND J) H {3) 8" GATE VA ‘ L_ We KW )e ie BEND (wd 1) 8°x6" TEE (FL) PER CITYOF.. EN SS _ ae W THRUST BLOCKINGs. . ca W/ THRUST BLOG! = W THRUST ND AN i 8” CATE (fa ‘ine Stee a PLY PENS eng . 2 ‘2 y = 1) ADABTER (FLxMJ ae ce! LEONG A/C PAVEMENT < rE 73_LF 8” DI_WATER PARK __. V7. W/ THRUST BLOCKING fein ve Ensey XB. 905 LE 8” DL WATER - _ A/C PRVEWE 72 LF 8” Di WATER 7 BENCH ol TREE opin we s¥s 7 6 + Lome é ee os P14 LF 8 8 (PARKING STALLS) WATER” Hf Lp8” Dl. WATER oye, 2 WOE. gg SE ie ee 8D, (PARKING STALLS) BEL ~YATH @y coe AP LOBARE RE STA (1) 8° “8 5 BEND (MJ) i W/ THRUST BLOCKING val as a we BUILONNG LeveL. / Vy sm | - AT GRADE (TYP) 7 ; a f i ae (MxF) - Re ( Feeses 8” GATE VALVES (FLW) = wh, Sn | GARAGEEL=200 i W/ THRUST BLOCKING NG ELECTRICAL SWITCHING ENCLOSURE . CONC ! 1 - 1 2 os 7S av s SWIDE ome | BLOCK BULKHEAD 23 5 LF 8” DI WA T E R SICUING me NI Xt 1.0° CONC. RET. WALL 4 La k e Wa s h i n g t o n J STA __+__ MA T C H L I N E SE E SH E E T C5 2 - -t . STA ___+__ \ (1) 8° 45° BEND (MJ (1) FIRE) HYDRANT ASSEMBLY PER W/_ THRUST BLOCKING ES CITY OF RENTON STANDARDS. | ; ; ROS* STA __4_ sai4 LF 8" DI WATER STA ate (1) FIRE [HYDRANT ASSEMBLY | (1) 8° 45° BEND (Mi) PER CITY] OF RENTON STANDARDS W/ THRUST BLOCKING At i (i) & 45° BEND (Ww) 4 W/ THRUST BLOCKING / 13. LF 8” Di WATER] STA (1) 8° ie BEND (MJ) W/ THRUST BLOCKING lt De ee eee ge et eee i OF pe BEN My ee Se nen) eer ae eee Caer es Ge WZ: THRUST: BLOCKING -:° = Eory STA FIRE SERVICE STUB “18 LF a 1) 8” Ee EL. Pr 2) 8” GATE VALVES (Fuad ; SA : __.| FOR. FUTURE~BUILDIN DI WATER 1) 8” ADAPTER (FL) “37 “YP DOMESTIC- WATER SERVICE ie a 1 8 CAP” (MJ) | STUB FOR FUTURE BUILDING F Po W/ TH T BERING KEYMAP SOUTHPORT - PHASE 1 ZS Seco Development, Bellevue, Washington 98004 MATCHLINE SEE SHEET C55 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 065 C54 ATER MAIN PLAN 217 PINE STREET - SUITE 300 P: 206/343-0460 i" SEATTLE, WA 98101 F: 206/343-5691 6 | EXPIRES 01/23/2002 ] 05 - 1 9 - 0 0 FI E L D B O O K : DA T E : NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, ae 5 EAST, WM. a ; before you w ig. 2. A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. PAVING NOTES 1. ALL WORK SHALL CONFORM TO THE CITY OF RENTON STANDARDS AND THE 1998 WSDOT-APWA STANDARD SPECIFICATION. OF : PA G E : DR A W I N G NO ; ‘S H E E T : PP P - S S - T T T T SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 CO M P O S I T E PA V I N G AN D = i” f [ ~ [fe ai | es } THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR - - - Wi iy dha ot: ; NS = RK 1-800-424-5555 CSC. i TO BEGINNING CONSTUCTION UNDERGROUND SERVICE (USA) 1 SCALE 1’=60 3, ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY AND AVAILABLE RECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 4. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT-APWA SECTION 5-04. 5. CRUSHED SURFACING SHALL BE PLACE IN ACCORDANCE WITH WSDOT- APWA SECTION 4-04 AND SHALL MEET THE REQUIREMENTS OF WSDOT-APWA 9-03.9(3) 6. STERILIZE ALL AREAS TO BE PAVED WITH A SOIL STERILENT, PRAMITOL 25E OR EQUAL, AS RECOMMENDED BY MANUFACTURER. 7. CONTRACTOR SHALL PREPARE THE EXISTING ASPHALT PAVEMENT SURFACE TO BE OVERLAID IN ACCORDANCE WITH 5-04.3(5)A. 8. APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERLAID OR ABUTTED WITH NEW ASPHALT PAVEMENT. 9. CONTRACTOR SHALL VERIFY THAT ALL COMPACTING REQUIREMENTS HAVE BEEN MET PRIOR TO PAVING. ST R I P I N G PL A N 10. AGGREGATE SHALL BE TYPE CLASS B, 1/2 INCH MAXIMUM MEDIUM GRADING, CONFORMING TO SECTION 9-3.8 OF THE WSDOT—APWA. ASPHALT BINDER SHALL BE PAVING ASPHALT, GRADE AR-4000, AND SHALL COMPLY WITH SECTION 9-02.1 OF WSDOT-APWA. ASPHALT CONCRETE MIXING AND PROPORTIONING SHALL COMPLY WITH SECTION 9~03.8 OF THE WSDOT-APWA. 11. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING OR REPLACING TO THE OWNER'S SATISFACTION ANY AREA THAT DEFACEMENT OR DAMAGED HAS OCCURRED-AT NO COST TO THE OWNER. 12. CONTRACTOR SHALL AVOID UNNECESSARY DISTURBANCE TO STEEP SLOPES AS TO NOT INCREASE THE POTENTIAL FOR INSTABILITY. 13. CONTRACTOR SHALL PROTECT ALL FINISHED SURFACES. ALLOW NO HEAVY OBJECTS TO BE MOVED OVER FINISHED SURFACES. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY RUTS, AREAS SHOWING SETTLEMENT, AND ANY OBSTRUCTIONS TO POSITIVE DRAINAGE. CONTRACTOR SHALL NOT ALLOW VEHICULAR TRAFFIC ON ASPHALT PAVEMENT UNTIL IT IS COOLED AND HARDENED AND IN NO CASE SOONER THAN 6 HOURS AFTER PLACING. Gene Coulon Park 14. CONTRACTOR SHALL NOT PAVE IN RAIN, WHEN SUBGRADE IS WET OR FROZEN, AND WHEN TEMPERATURES ARE BELOW 40 DEGREES F. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F. CI T Y OF RE N T O N Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . 15. CONTRACTOR WORK CORRECTIONS INCLUDE AGGREGATE SEPARATION, SOFT SPOTS, AND EXCESS POROSITY. CONTRACTOR SHALL REPAIR RACKS, UNSATISFACTORY ELEVATION IRREGULARITIES —_ sie ees _ Aa br > AA 7 3 ; j | IMMEDIATELY UPON NOTIFICATION, AND REPLACE ANY PAVING NOT DRAINING PROPERLY AT THE RES SST “REGRESS “\ f SAS A fs She CONTRACTORS SOLE EXPENSE. A NA E> 16. CEMENT CONCRETE SIDEWALKS AND INTEGRAL CURB AND SIDEWALKS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 3000 CONFORMING TO THE REQUIREMENTS OF WSDOT-APWA VE R T I C A L : NA V D 19 8 8 SEC. 6-02. PORTLAND CEMENT, AGGREGATES, JOINT FILLER AND CURING MATERIALS SHALL CONFORM TO SECTION 8-14.2 OF WSDOT—APWA. CEMENT CONCRETE SIDEWALKS AND WALKWAYS SHALL BE INSTALLED IN ACCORDANCE WITH THE PLAN DRAWINGS AND WSDOT-APWA SECTION 8-14. EXPANSION JOINTS SHALL BE PROVIDED AT 12-FOOT SPACING UNLESS NOTED OTHERWISE. SIDEWALKS AND COURTYARD SHALL BE DIVIDED INTO 4-FOOT SQUARE PANELS, BY SCORING 1/4 INCH DEEP. WALKWAYS SHALL BE INSTALLED FLUSH WITH ADJACENT WALKS. 17. EXTRUDED CEMENT CONCRETE CURBING SHALL BE INSTALLED IN ACCORDANCE WITH PLAN DRAWINGS AND WSDOT-APWA SEC. 8-04.3(1)A. EXPANSION JOINTS SHALL BE PROVIDED AT 12-FOOT SPACING. AS NO T E D HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 THE WORK SHALL BE PERFORMED IN A MANNER WHICH RESULTS IN A CURB CONSTRUCTED 10 c SPECIFIED LINE AND GRADE, UNIFORM IN APPEARANCE AND STRUCTURALLY SOUND. CURBS FOUND PEE 9 WITH UNSIGHTLY BULGES, RIDGES OR OTHER DEFECTS SHALL BE REMOVED AND REPLACED AT THE 5\3u8 >= CONTRACTOR’S EXPENSE IF ENGINEER CONSIDERS THEM TO BE IRREPARABLE. WHEN CHECKED WITH 2/s88 fe) A 10-FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH, AND ALIGNMENT SHALL 8/EBy & xe: NOT VARY MORE THAN 1/4 INCH. CURB REPAIRS SHALL MATCH EXISTING GRADES. . &g Re } A d e : 18. LEAVE PREMISES CLEAN AND FREE OF RESIDUE OF WORK FROM THIS PLAN. Cc) i a ~~ ® a a) a ~! s [a3] |.8 1/5 a 12 (€ js |& | ” Pi o a : Q Lu ie) = we a Qo X a S r “ms S | © ee - fe) a S Lo ag a — DEYVrran.. | KEYMAP SOUTHPORT - PHASE 1° se-}.. SHEET ®§ JY Seco Development, Bellevue, Washington 98004 JN “~ 1 NORTH d re vA | Sule I 2 4 Any foeng Renton Fant | COUGHLINPORTERLUNDEEN =" | COMPOSITE PAVING AND®..|...) |’ | A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ds\| ot Rites La?) e fe) * 217 PINE STREET - SUITE 300 P: 206/343-0460 moe = 2 | Uz PMESTAEET -§ P: 206/343-0460 5 STRIPING PLAN - PHASE 1 | EXPIRES 01/23/2002 | NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. DA T E : 05 - 1 9 - 0 0 OF : FI E L D B O O K : PA G E : DR A W I N G NO : ‘S H E E T : PR P se - T TT T 0 : © We =2xAN<SCWG S EE CWC > AMC PAVEMENT eee A wr TREE DRIPLINE~ (PARKING STALLS) Py _ 5 pe SBDCLE wth =~ . rons we 5= . Toy Gye a a ASOT on) epee! 0e—~ ~ Jyioeee wi 7 TBD RAN EO =F ray == Ba Sea a = _ A WOOD BULKHEAD~“ — SO U T H P O R T Se c o De v e l o p m e n t , Be l l e v u e , Wa s h i n g t o n 98 0 0 4 PA V I N G AN D ST R I P I N G PL A N Ss — 2 = ae g — : Ee i < { - tx ; - = £ | BUILDING LEVEL Ps j : AT GRADE (TYP) , : Ae os { FF EL=285 ae ‘ oo | “5 Se \ GARAGE EL=20.0 ars S Be \ ] al Ka : 7 j : pee ge “he dhe _ ELECTRICAL SWITCHING <LI # va f 4 __ 4 S e&_ENCLOSURE | ~ fy SS cH > a4 one= i “2 0 / AL A R E R E R ( Pl a n n i n g / B u i l d i n g / P u b l i c Wo r k s De p t . iol “g » E205 - C-Ming5 | 4 sé e2084 | ya | HC-MWH8 ~ JE pyea20 4. . i ° | . 8 r aa 3 i — — fis ¢ i - a . gy —fL.=20.72 : iy TE PvC=20.32 ; 2 : s t SWE come | BLOCK BULKHEAD VE R T I C A L : NA V D 19 8 8 HO R I Z O N T A L : NA D 19 8 3 / 1 9 9 1 so t . sp o t d w g , Sp t . c o n t . di g , SC A L E : 1.0° CONC. RET. WALLS Bs FREE SUINDING La k e Wa s h i n g t o n AS NO T E D ON E IN C H AT FU L L SC A L E IF NO T ON E IN C H SC A L E AC C O R D I N G L Y So l bo s e é dg , SP C R wg , WA - S C P - db a , SU R V E Y E D : 2, a a <3 ] = oO o =a ] MA T C H L I N E SE E SH E E T C9 . 2 Sc P LP L . SC P \ DE S I G N E D : DR A W N : CH E C K E D : AP P R O V E D : O =a = - : _ ‘ Dy S TRS \ SS — iad 2 by Sl bo s e . dg , At e l s : B. | . AP P R DA T E Lo v e r s e l : FA V E L S ? te BY TL LA S E L LU G Bc PR Do l e / t i n e : Ma y 18 20 0 0 70 2 7 ai n . Me y PL O T S St a t e : | fi l e : SP RE V I S I O N WING: WALL > / o SOUTHPORT - PHASE 1 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 NO . Lr o f e c t ? SO U T P O R T hia: ar | EXPIRES 01/23/2002 |