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Home My WebLink AboutLUA89-030- Large Format “GRADING PLAN sees S W THE AUSTIN WEST 1/4 COR. HOL MES a SEATTL COMPANY * ean ELECTRIC. 2. > O- < I, O uJ La 7 | iy, o \a of q 2s (22 i = a (44-97) (20.58) 22.06) (22.9) (17.00) | ai 1027.81" — N 89° 35: 25" E_SW 16TH STREET a ee peer 2 was oe | * Ai 2 el 3 : Eire, ae (16.69) (17.67) 18.59) \ i / ae (20.05) (20.03) a — 6° SIDEWALK EASEMENT ~ pee Ate : amass é hone ae ae ie (16.87) (16.71) a 6.98) EPR a ee a sind £ ~ Ne ve Ys a el | anne Ne ——— gs 24g —_ “ : Elie] \ ja magpie a i: a a ag m3 307 PUGET POWER EASEMENT ‘ ES. cick ane 2 —— i a EXIST. CONC. oa ae Mit YB TTT aay oe ye +4 4 10' UNDERGROUND — —10' LANDSCAPING EASEMENT \ | N i ae 6) me . /ISN4-90 ijt Sas ELECTRICAL EASEMENT | | | | | | | LY Fy S1 DEWALK (117.40) Cp=8F sci | | ae | * Pele | \ EAB. 0 ti ay | 2 x x — a rhe ia ‘ | Mm f 9 ie Ye * ee eo N ! 1| Bs | i Soa , | | een if * PUGET POWER 1f ||; : =o \3 SUBSTATION i ae or. * Pe (18.23) + (\18 ) (18168 va =| Ps * 12" CONC. * | —{ , 1 | | 2" CMP OUT Tiny. 14.0" a COURTYARD aa - 12" CN \ /T INV. 14.0" ' | a. iN.’ \ \ foe a | ze d . GROUP oo (WF ee ee, 1 | i HEALTH + © i o_o | J L =a ae S= 40- ae — 6 - en | ee = . f a ce | NI (ia.68) || 4 | . OFFICE BUILDING 4 : » ehh : : | T T] ] | | | \ | FIN. FLR. EL. 21.50 X 17, | | / acl b T T THI AM L. HT] i. ps NS 7 Gl [2 = BOE | NG re] = gre ae it | hi a 10) UNDERGRO ND COMPUTER : ys | ee ee ELECTR ASHEN SERV | Bi 18.0 oe Pe 2 ae ‘ : 19.0" at ‘e Beige \ cee .| 42). 30 D CES HELE ete Teitoy 7 : a= 10' UNDERGROUND | phate aa . A \ — | ry] | aii. EASEMENT / GRASS SWALE \ \ — ae Ace MTN EO LL TFA i isc mt a ‘ai ree | | T/F 18.0 | T/F 18.0 ; oe a 18.50 (118. 36) 18 |79)— T/F 18.0 1 \19.0_ Bs 20 18.0 | ae at ) \ ~ ae \ : / \ a On 19.0 : a See nn | | ee eee | \ | jos ct TELE Ote LETT TP ET cin . an wee | Sam 4 N 4 | | / . | a | 3a : ee / i | \ { i) i {1 §)}— Bie os | : Ne | | ae ; . ae : . = ‘ a — . EA E 19.50 Ps | | | J FTT i Tt TINS x —S) ee hh Seen HIN ATTN, ACNE N+ HEL : | il ik: No) B ies ae + “s at i \ ? y l J | xz 19.0 19.0 iy \ } aa | oer / Sad ! Se pre ! ys “oie 18.0 Ye T/F 18.0 ie | 50 ee 18.0 48.50 Nae 18: 5 ee eee 0) Tee 0.0 : 18. Se 7 i 2G SO - ; 18.50 | ce | | a ‘\ \ \ / 7 : Ls “n y | y | | | If | BA (19.97)}}) | (17.9——} | | S| | ~\ (17.20) TH «4 CRRA |) RR ee Eee lS 17.60) \ C17. 70) 17.8 ei | 18D a — ——_— - = | | | \ ia ol | ® VALLEY OFFICE PARK . | L . Se Ps FROSION CONTROL NOTES: ad O CE —EXIST. 10° LANDSCAPING STRIP — PROVIDE 15" HIGH CONC. CURB pi “A tt ) | 5 | are TOP OF PAVEMENT EL. (18.5) a ie | 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON pa Pes 5”, ee eee RE TOP OF CURB EL. (19.0) a | AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET WORE, HER WORK IS ot ey FOR A PCR aero OR he FIELD AND OBSERVED DURING CONSTRUCT ION. ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROG GRESSES_AND MORE, ee Gras a le oo es eee Jt | oa | & UNEXPCETED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL meee CRASS ERG OR OTHER APE ROVER ERUSLON | | 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE ANTICIPATE THAT MORE EROSION AND SEDI MENTA ATION CONT ROL FACILITIES CONTRGL REATMENT APPLICABLE TO THE TIME OF YEAR IN QUEST | ON. IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCT I ON WILL BE NECESSARY TO INSURE COMPLETE SI ON CONTROL ON THE EE I oc Cee cee HS | = = TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, 1 SHALL OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, | | DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE BE THE OBLIGATION AND | RESPONS | BILITY OF THE PERMITTEE TO ae te WHENEVER IT 1S IN 4 INTEREST OF THE PREMITTEE, | | | MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY Hs ch GML SOEETY ce con on Sen eee | CLEARING AND/OR CONSTRUCTION 1S COMPLETED AND POTENTIAL FOR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND eee meee SOVED BY ARE GETY OF RENTON; CA SIGE THE | | | ! ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, ABOVE WINIMUM REQUIREMENTS, AS MAY BE NEEDED TO’ PROTE SPECIFIED TIME PERIOD. 1 | | | ; REPLACEMENT ,AND ADDITIONS TO EROSION/SEDI MENTATION CONTROL ADJACENT P IES AND WATER QUALITY OF THE RECEIVING AS ae 8 kay ae | | SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. DRAINAGE SYSTEM. + STORAGE DEPTH EXCEEDS 6". A FENCE. A MINIMOM OF 3 EET HIGH ae 4. APPROVAL OF THIS PLAN IS FOR EROS! ON/SEDI MENTATION CONTROL S REQUIRED, WITH 3:1 SHOE SLOPES. 244.19 Melee” sice Non Lee PIPES, RESTRIC tig ee Se 7. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30° 50° 8" OF 4- TO 6- 75? 30 OR RETENTION FACILITIES. ithe eal NCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR NGRESS AND EGRESS TO THE CONSTRUCTION SITE. REVISION BY CHKD DATE REV1S!ON BY CHKD " " scare 1"=40-0" rine GRADING PLAN w.o. no. 89-5477 NOTES , TH E AUSTIN py _CADD at COMPANY : pate 04-20-89 owner Goa SHEET C-4 CONSULTANTS ARCHITECTS cHKD RAK ENGINEERS CONS TRUETORS pate 05-09-89 Location 1601 LIND AVE SW, RENTON, WA.” icsue 5477 STUDY-3 BACKGROUND REV 06-05-89 89-5477.2 LRN WORK REV B 06-04-89 OY OF VISION JUN 5 1989 RECEIVED } 4() 20 0 40) 80 SCALE:1"=40'-0" |-0 SX Section : (®» SECTION eT) a" |-o" ei da = he" * * * *K * \ + ie ae la | a \ *x k Ne NL | th y \ jar > Y —~ L puget poner G) ,2(2) j 9) ZoURSTATION | iy | see | ARE | TLL L ATLL TT LTT eum i | | | { S\jTeE LAKID@CAPING SHRUB & GROUND COVERS TREE LEGEND toll SITE AREA Toth BERD. LANDScAPING %,2d0.00 OF xxx LAWN PINE OAK - 4"CALIPER | 16,008.02 PF. ACTUAL LaNpechpinaG &2e> 3b. 7. A CAR bee Bagi (+) SWEET GUM - 2 1/2"-3" CALIPER ! PEZIMETER LANDScAPING AREA B-, {\1 ee. OF 20008 208 INTEHOR LANDScHriNG AREA es 43,864.90 oF Bocas FLOWERING SHRUBS ! 2? WILDL Pe eNHANCEMENT &2ehs s '17,40U4.027 Of eS CONIFERS - CEDAR/CYPRESS/PINE - 5' TO 8' ! 42 | gn? EVERGREEN SHUBS (UNDER TREES) (4 KWANZEN CHERRY - 6' TO 8' 241 19 (©) RED MAPLE - 8' TO 10' 257 30 _— — meas DATE REVISION oe aa CHKD DATE | REVISION By CHKD SCALE TITLE LANDSCAP | NG PLAN w.o. NO. 89-5477 NOTES : : “2 ») THE AUSTIN ay ae ee LU COMPANY DATE OWNER SHEET CONSULTANTS ARCHITECTS saat co eee | | ND AVE SW, RENTON, WA.> jou ENGINEERS CONSTRUCTORS t 5477 STUDY-3 BACKGROUND REV 06-02-89 THE AUSTIN COMPANY — MIS HAL | DE AREA LIGHTING WEST 1/4 COR. HOLMES ial FLECTRIC A V E . SW 18"SS ——(§)— NEW ACCESS DRIVE ASPHALT PAVEMENT 1027.81" — N 89° 35° 25" E_ SW 16TH STR —6' SIDEWALK EASEMENT EXIST. FIRE HYDRANT — 740 _17' Yt eee 30' PUGET POWER EASEMENT LANGOUAT I iOL | Me 10' UNDERGROUND — ——— << Tarr eae -10' LANDSCAPING EASEMENT ELECTRICAL EASEMENT eee ee TTT EXIST. FIRE HYDRANT LANDSCAPING a (ae TTT TTT LS 80 pA RENE Ree OLYMPIC pee te Teer en ea ak ” 6G 7, \—10' UNDERGROUND 2 \ ¥——%¥__-_—»___*—-* /' eet fhe ee ASPHALT PAVEMENT — ELECTRICAL EASEMENT = J | ea << a oa |= S SRBANABRADRRGHTES Reet Leb LY ib Paes ree one = Poott | | LAaMARRRAMMAARGCCa/0 SRE a a : rp 2 se ~ ra) | Z a] 5 : GET POWER + 3@t-— © @ pil (2) a < | BSTATION D | G—= HAIND I CAP < < a ‘= ca r PARKING LT Abo. z s : | 19 chmpatt 8 STALLS | 2ST = ee asrenaae as SVOSTATION | ah gene at = | é z 3 ~~ +} 4x co S : ne LIGHT BOLLARDS | o— OU ee 3 2 (TYP) * wa ees mala | 4 eG pentace, 2 Gi EXISTING sal "Sn ont ae I - —_—$L.j——_— Be DRAIN . BUS STOP ~ Ng EASEMEN a Sad ie , =| -— LANDSCAP | NG | peter: | | ey i : f ak Lael “7 a r= ie & ~ = é 3 ee oe TL EE | || Pe : o4 iz a ee) Ne = os . th aon 2 COMPUTER sata ale aaa Su Ss | 2) a2 - = Me: SERVICES MD 2 Peers oO — | = <= Mt eee FS SO * sama Ke \ | | ba shoe J | | | | | | | | | | | | L | 2 sf apo | we e <a | M+EXIST. FIRE HYDRANT 10° UN i <t eR aha | el ee FLECTRI eS ope : LANDSCAPING — 8 — x 3 eee / “4 7. 22| STANDARD [ oh peweeg” = a TTTTTTTT TTT EPP TET TTTT i patent eos). —— ASPHALT negli eG pate ee} LOADING \— PLANTER | Zz 1 SUVHEWUUEBEEEHUAU EC =.3) S000 0 EBSHUOBBBBNOUEEEEHUROOEHHOEBBEI© Hh TLL] 7 NEW ACCESS | ———— LANDSCAPING — x ae? — 4 38] STANDAR C ae | + NEW ACCESS ay TTT TTT CPSPPPLITTTTTTT TT TTT TTT TTT | FETT FATT lot & a4 ns ea: CONC. SLAB © 2 RB i | ~ ASPHALT PAVEMENT x Ni aoe ie mr. al [ R Soa 4 gmp james samme gummem ca esl oe i ie . | | | | aa ; |--- is “EXIST. 10' LANDSCAPING STRIP baa | Pro oa —~FXIST. 10"WM EXISTING 24' | | | | ) | T | BeePce prive ee eee od re ee a ee eee ot ACCESS DRIVE ——— | | t ? | at ee: PEN eC TEeEsS FARKING, HELO IN Reserve VALL FY OFF | CE PARK S | T FE PARK NG | | | | TETAL &S SPACES ena Re TOTAL PARKING REQUIRED = 853 (BASED ON 170,600 NET SQ.FT.) | a | Teese Areas 16 6& 9 TOTAL PARKING PROVIDED = 853 ; ie | NOTE: FULL SIZE (60% = 503 | aa HANDICAP = 8 LANG DN | | | Sr iginesitesy Sm oe copneT CHO = 2 amor 4 Sata Te Ce eee ey Da ‘a “1.0. "USE" VECHICL ACES = 941.19 VISTOR PARKING = 50 SPACES EGCEIVE 257 30- TOTAL DEDICATED SPACES = 100 SPACES TOTAL EMPLOYEE PARKING = 753 "sae a ae DATE ait REVISION sit 3 BY CHKD DATE. REVISION BY CHKD T 1""=40-0" Si tt. PLAN 0. wo. 89+5437 * a THEAUSTIN. “an ark. : COMPANY pate 03-30-89 omer G.S.A. ower C2 + CONSULTANTS ARCHITECTS cHKD _RAK A ene AE OR ERS AND PRRGHASING RAK ERA ENGINEERS CONSTRUCTORS pate 06-30-89 Location 1601 LIND AVE SW, RENTON, WA. issue \ } ed EXHIBIT NO._<3 ITEM NO. SA-0.20-£9 ‘ 4 i Pm SFM10.D5 #60 89-5477.2 BACKGROUND REV A_RHH 07-11-89 SFM10.05 #3 89-5477.2 C-2 RHH WORK REV A 07-11-89 SA-030-89 gta 200 100 0 200 400 SCALE :1"=200'-0" HOL|DAY 1NN g 030-39 WAY GRAD * | -BOX CULVERTS TNTERSTATE # 405 J —— (Mee ACCESS FREEWAY 10 1S See : aaa --— — ) Rg ae oem apr eet 2 et AUSTIN MEP y uu FE 4 V1 COMPANC a HOLMES SSUMBER | Pure in sy FLECTRIC EP , ! ! , roe if! M—P | MP | | : M—P a F - - 3 ene | 7 . oY a Bs a — ifs ‘ | — ; gee mH ST prea ee ote a 3 ———— a ee eae. Nf \ {| LLL = ,- lee ot salle hee cdl BETA-WEST wate LOT 4 ) GROUP HEALTH : CO—OPERAT I VE O-P LEGAL DESCRIPTION PARCEL “A': LOTS 2 AND 3 OF VALLEY OFFICE AND INDUSTRIAL PARK-SUBDIVISION No. 1, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING No .8002269013 im EXCEPT THOSE PORTIONS THEREOF CONVEYED TO THE CITY OF RENTON FOR STREET PURPOSES BY DEEDS RECORDED UNDER RECORDING No's. 80070704464, 8008200077 AND 8202160554 LONGACRES me LI N D AV E SW | VALLEY OFFICE PARK “i S|TUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PARCEL, “B : LOT 1 OF VALLEY OFFICE AND INDUSTRIAL PARK-SUBDIVISION No. 1, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING No. 8002269013; EXCEPT THE EAST 240.06 FEET THEREOF: | AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON DEL BENNETT ! CELY FOR STREET PURPOSES BY DEED RECORDED UNDER RECORDING No .7907230679; OF O-—P , RENTON : SITUATE IN THE CITY OF RENTON, COUNTY OF KING STATE OF WASHINGTON. me ee AT /REVISION . Y HK AT REVISION BY CHKD scare 1"=200-0" 10k V | ee N | TY MAP oe 39-5477 ae en's AN ae: THE AUSTIN = “Sam i suit ; COMPANY poate O35-03-89 owner ean SHEET C-1) ° HKD RA PRA poh og at la pe bide ao RA 1601 LIND AVE SW, RENTON, WA. isoe A | PRA ENGINEERS CONSTRUCTORS DATE NOTES 07-10-89 A _1SSUE FOR BLDG. PERMIT RAK 06-09-89 ISSUE FOR BIDS AND PURCHASING RAK SFMI0.DS #1 89-5477.2 C-1 LRN WORK REV A 07-08-89 | AA-0 30-87 EXHIBIT NO,_=<2 _ ITEM NO. 934-030-287 - 1H 1 { Li f \ 'Q Be | 4 , | ore = Be sae) RE ie ee Fa k : 1 Maw Sane | Oe a 5 Se i * pias e SET Pt SEP IER 18 25 CORR ie perma ty etbtetiytine ahs ss 2 esta. aemtiratectigtm ng: ace: | id A LUM, | vee : : 1 ee aadeaa ri | j ee ae | teed : : ae =o : CURTAIN | : ALUM CURTAIN | WALL ERR | : SYSTEM: | Vee oe Seer cae | te) RR ai | ee ce son ph A ce abe cae Le [- ae tae | ott Le FF. = | GLASS | ‘aca | GLASS SPANDREL GLASS Vio. JA PLE ae Giang: OTA | f ] j i } oe ' 1 ‘N | { Sone Bee ae eee Prat | ee eee %¢ Toe a i eae ' | | i Bae t { Greet Wea : Gb BSS i i + eae, SPANDREL . | | 4 , ! Pom \ : —— | i | it | C dated «9 en. | wee) eet Te | ‘‘ | BA | pn Y : ’ | —— — — — — — —_ _ _ ] | i : | { i dio bg i | i | at teas Oa, : oe | | | oe | | i i 2 nly Le e S : L { i al * i l ee Pa : | : | | i | | | | : | | - - - . Pe sce ‘ oas<e _ — = ow Bees: : + - 4 ~ 2 IE i \ - | =, + a+ ee = - — —_- ri os : . = SEs. ES Sapa | - i ' j } ~ | } ——--- rs { { ; i i \ } 3 7 y -= as : Seosilgeasaiemes a Pu i ee , — be Me fk eo | a VS / \ AA a it qf 1 r ad te ~ ~~ ree oe P ai : RAO SRMRLTER Ea Rares oe ii | SERS een BG 3 i___ — 4 4 a pl ‘ i H | ee a / ' AS = = — ——-4--—__»—-- ; | 3 i — oe = ‘es 3 = a ; ver : ee ee aie ms rt | ae / : sang ag ‘ : j ’ r iT) ~ "i wnt ae Ot _ ay i Gare oat Ee g ; : Uf I | 7 ae : ! | ' et , | — +! é... te / j ~ ~ i SS ce Ag ) i — Rpts ~ ; ( j j } fi ~s EXTERIOR INSULATION | (ay | | | | EXTERIOR SUL ATONE | FINISH SYSTEM FINISH SYSTEM ic ) ev ay or S) ES O a ie rac poe’ <a . 7 " \ / —_ 4 fs ‘ 2) Ss B oad ¢ \S, (A | -_ o ee ‘a - ” eS | zy i | | $ i | | | | al i | r (By | " | 3 | : | ey THe ; | | : 24 | Z ie { j Ee m+ | x 4 i - ae ee | Tf ts ' ALUM, aaseliaitiiesiowicad a hideapiliategiticebecsibeitag ——s j EE a a ee SS eS 3 ‘ ’ A | V | | , of P al ~ CURTAIN | | | ia aS c | eo | _ 4 . im am | f= : ee: | 7 | 7 ~~ ~ UK LAIN KTAIN | = WALL ge | e's WA ote rT. a a cam ss San Ga aaa t —_—-+- Nw SYSTEM: | | | 3 WAL cae Be ae : | : | eae : : = SYSTEM! iar | ORR AL OE | : | ea” ee : at a a === SEES ; | | <6 eh carver . pias es {pee ae ; * rs | race ee me a | ; ‘ we ae Re : ? 5 VISION__A Bi , ny ui, | 7 | 2 oe | ee. | lee | | ) GLASS Ee eae SSGHn WES SN Ee en econo fo ee — = eo 9 | | Q = 4 : ! ; cs 4 : i] | | ! i —y SPANDREL SG ee SAO | i a ee SPANDREL z | | GLASS a | : ee 3 ! a GLASS i ; | } s : \ at : ace i : : — | a | s H te 4. i 4 i 4 i a S 2 Pe . oe AY | re 4 — (8-4\ (re) | .. : : . | g — — oe : —EXTERIOR INSULATION! | | 2 FINISH SYSTEM s | i | } Pd —_ f ~~ or iat wa ae | : EXTERIOR | INSULATION 3 FINISH SYSTEM SCALE » I/iv" pes | seirenn | 2620 / . ? : ARCHITECT. | Jolley | Joho Chester Smith STATE OF WASHINGTON ive) ae ane Bar IG > bch NG. as : 4s . | ‘s TH = AU STI N =e TITLE BUILD ING eee VAT IONS , oan 75 hbne teal 88-547 I papas | TEM. NO; AFA FS > 2 sa COM PANY DATE OWNER G.S.A. 3 ow A-14 . 7 _ NOTES , | z CONSULTANTS ARCHITECTS —_ . Sei Gael Ve eS > 08-22-89 ISSUE FOR BLDG PERMIT #6 ‘ENGINEERS CONSTRUCTORS DATE rocarion 1601 Lind Ave. S.W., Renton, WA” issur . TELEDYNE POST ——N13363 ‘ S.W. 16th STREET | Ms Valve Schedule VALVE NO. 1 2 3 4 |; 5 6 7} 8|9 —— — — — — e e ea r \\ c! | 2A <s VD——_py—_y"—_ 2 . _ IY - ee GPM 214 |2032 | 87S |£Z6.0 |BGZ\ G10 |56.0| WOL| Jo3 goin A= cl a, | VALVE SIZE | 1%") ie"| 2" | rie") 2" | re" lie" | 2" | 2 - = Ss, . | VALVE NO. | 10/11 | 12 | 13 | 14 | 15 | 16) 17 | 18 fl wl= = Dh | GPM 100.1 | 12.0 |79.2. | 646 | 93.4| 37.6 | 29.0) 227) 464 LAD Nl : Ea - = , aoe a a aw VALVE SIZE | 2" | I%@ | 2" | 2" | IB" | lye" | Ie" | Ive" | 2" --o =m, a = = = rE > = =m) — = wm, —s — —s — ny = = ua aek, aaea Seem eam ‘ack can Gane ay a = oe am — a coal ' Z F , ; Saar 1 I 6 VALVE NO. 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 \ f hy) \N) 2h i ! H | GPM AL |265 | 42.6 \72.6 | O14 |O90 | $49 649 \6z4 f oa py’ ; 1 1 n " n " l | Wig i — ¢ [VALVE size | it | iy |2" [zt | zt | 2" [ 2" | at | 2 i! VU} If | is Hl ie alii LZ Jif | VALVE 'NO. | 28 | 29 | 30 | 31 | 32 | 33 | 34/ 35 | 36 j yy RN | WR Sil) ZZ Sat GPM 41.3 |40.6 |90-4 | $07 ' sal Upkeg it VALVE SIZE | tz | We" | Io" | Ive" - . n y Ts =] | 14 wy j i} Fra . f | I 4 fy an ET mrs Bs p | 3 4 fase SSS shin aia ail 777s eas eons sin cia a ak iB pSatth 4 47} _ —4-~+-~}. ~~ Eo) Eee --|---}--|---g | Legend Mal] al pee. 24 41. 2'44L ann pee ipa ele I ote teed ope oT te eT | 3 y14 Y id | CF CUBIC FEET anit tu bald | p DIAMETER j A) | EJ EXPANSION JOINT “ey, | FG ) FINISH GRADE yy GPM GALLONS PER MINUTE UL) | ie MAX IMUM i ty, Male NTS NOT 0 SCALE I “4, : J ' . 0"b 4 THROUGH 4 NPs -epidita |? . PSI POUNDS PER SQUARE INCH Pf PLANTER WALL. Vi Titlae | PVC POLYVINYL CHLORIDE a | eZ ai N REQ’D. REQUIRED a ve | i SCH. /SCHED. SCHEDULE ti afi | i St. SLEEVE M | TYPICAL 7 AD 1 | me $ LATERAL LINE CLASS 200 PVC (SIZE PER PLAN mf | ah , (- 24 SL Tero | Mh 1g ae IRRIGATION MAINLINE : = | : | ep a Wild = ==S—== SLEEVING, SCH. 40 PVC (EXISTING) 2 ee oe | 17 | 7) 3A 2 bb. \ SAA Bye OS 2@ = IRRIGATION SPRINKLER HEAD (REFER TO HEAD SCHEDULE) YY OO TOS SD EE DS OOS ODS OOO fs + c qe ; | eo POINT OF CONNECTION (LOCATE PER PLANS) q 15 =a a ear eee Pee Fie r Ww q IRRIGATION WATER METER . \ | Ser . 2) UByt 7 —— toa S AUTOMATIC CONTROLLERS (LOCATE PER PLANS) (RAINBIRD RC-18XL) PEDESTAL (RAINBIRD PED 16) a. Jel a SH 4 | if =z NN BACKFLOW PREVENTER, DOUBLE CHECK VALVE ASSEMBLY (3° FEBCO 805Y) Cn Ao hoy! nal nval wet ~ 7 WO 7/4 Mi O AUTOMATIC CONTROL VALVE (LOCATE AND SIZE PER VALVE SCHEDULE)(RAINBIRD EP-SERIES) ul | VOC) ae =e ! (a) ® QUICK COUPLER (RAINBIRD 44RC WITH 44K KEY) Wd te 1 | re SL. THROUGH LOP-UP ( &@ ih) Zz ear MANUAL DRAIN VALVE » d/h : sity | | Py Uv LANTER LIALL- ' HAD 3] 4 S ‘ GATE VALVE ‘I=? oe ee u 2" BAL. THROUGH SIL TTP | oniph 4 i = a i ni A J | Aaa . PLANTER WALL \ rot val eva it | % | bos SAL ar! | Dili Kip 3 : Y, ~| S Sct ) , Bi 1 Rw RT A iit ; Hen PoP (4 “pa Head Schedule | ay , nab oy | s | pa SUE VL ae SYMBOL MANUFACTURER CATALOGUE NO.RADIUS GPM _ PSI uyil , 4 yj . aes 7 bd iy ae a “4 ny My "7 OQ | FAINBIFD JOF LA [o> 57 20 «. 7, Ey oy ' : yt i ¥ WA ities | « oO ICH: LA 19 Y \ j \\ / z . : EB Ava» | 1 | F i pd yA : Q IOT LA LL rr or te or u | TPA alts fe Bah Z D IPQ: LA 2 | i mie oo, 9 a |e oe | v a *” " yA | 7 tt eT TR WT - | 4 | : | i P ote E) 24 Mai xs Mid! 2/4! — = - et g Sa rt a=) o'd6L aor Ce hye B"¢SL i \ QD IZ F /Z 2.00 . Vp y (=, ———_ SS SS SS SSS SK = | ee Se Ae — ! | Pa ti HOU ih u i @ Ta 1.95 A wT aS 5 \ RQ (277 /.74 by, Hl ‘ eel (4 i 1 " (ee Ry =m . D IZH 1.30 t ide tein | DS |e e, | < But HS i IFFIGATION xX q “a R co OT ity YAS 4 oie Z— ly i \) : 7 diel SLEEVING TYR L q Q | p IZQ NZ OF I neha! a Dy aR | i ‘ ‘ | N @ [SF |g! 3.70 a [f Y) | HX FO | ¢ ° 7 BTR 0.78 ? } ee . “| Q [BTT 246) : f TR IR a |G H |. 85 : 3 V ‘ aN N a eal | : a i slit ici 1, SIO a/ or (23 | WN x ~ 4 2 ly a) — p. U th Kv 2! > @ (5. WL FB = 7 I" 1| {4 wo ‘ i! | mae =O 2/4 a (4 f Z SL Dall i. "4 al Ip EST 4'x Ip! Gl i i a: 5 — oy = b= = = --- oer H2"beL. 4 | 4 » Vp i 2x mnie iia ee a (ES rd mal oss =51! | ip! | : q = 2 Ey 490 | 12 : U2," eee | ) | I; ! "omc mms am og 2 i a\ y > Th ® DF 5" |.2 . . y wih , | | é Cu» HRS ao 2) Tas e bs a SH Pp : L /.0? NY, m lat S&S ae i! POINT OF- nh NUTO-1797 /C CONTROL, 4 % i} v C) q | - L13_/ | CONNECTION. Fi VAWE THF Lid ) 0) 14 2'04L , m N / | 7 (] [!! lal Ee IN| |Z area as 3 eee <p Lg unas sie Ns —P : " is 1 Uy | e x poe as, aN eae YO TT | = M4 [V4 ang e oY Ne og cake |" Bgl 5 RI ih ee ACO Dae RE Mar Nea eto ig ees WAU 3 ge ‘ I > ) C | ; REFER TO SHEET i? FOR IRRIGATION NOTES | D'GSL. BL, Ca TE > - C | | ) i | S=S= : | . w i , \Y eer ee ts. = 5] Te oe i LLY iS ui \ ! | \ 3 \ ; \ \ Sd \ 134 : : bived : : je IQ HG) ‘\\ ® 4 rr rs \ Lr | ifs \ Vo I=jy— \! eer we : fas) Rae } a ) ‘a Wy i 7h! Y ane a a —_— — = — — — t | | _ ag) a 7 | | QA | SS ; | A AIS a 20 10 O 20 40 Richard Carothers Associates | SCALE 1’: 20’ Land & Site Planning / Civil Engineering / Landscape Architecture CHARD A. CAROTHERS 1 ° 20 814E Pike St. Seattle. WA 98122 206/324-5500 FAX 328-1880 . ; . CERTIFICATE No. 27 NOTES DATE REVISION BY CHKD DATE REVISION BY CHKD ® ’ 7 se TH - AUSTIN SCALE 20 me IRRIGATION PLAN =—. _ W.O. NC. isi 2 | a 7 a ay * ven £ 8 4g | - | - COMPANY DATE 7-28-89 ownen GVO.A. meet TT RECE yp, | : — CONSULTANTS CHKD HB ‘ - ENGINEERS CONSTRUCTORS SA- 030-89 "9 ; -MEASUREMENT ROD, 1/2"@ PIPE SETTELMENT PLATE NOTES: CASING, 2"@ PIPE 40 20 0 40 80 (he ON PLATE, NOT FASTENED) 1. INSTALL MARKERS IN FIRM GROUND OR ON SAND PADS IF NEEDED FOR STABILITY. = ear reit sree TAKE [NITIAL READING ON TOP OF ROD AND AT ADJACENT GROUND LEVEL PRIOR ) : ehh WELDED TO PLATE TO PLACEMENT OF ANY FILL. j ——SFETTLEMENT PLATE SCA | Fy rigs WEST 1/4 COR EEG AHN! Macheat Sel tS ake tat 13° ta obi : | Le mek 1k ie SECTIONS. AS FILL SES, COUPLINGS A INSTALL ADDITIONAL 4 THE AUSTIN SECTION 19-23-5 HOLMES LENGTHS CONTINUITY IS MAINTAINED BY READING THE TOE OF JHE_MEASUREMENT | LiJ | i —~SAND PAD IF NECESSARY SEATTLE ROD, THEN IMMEDIATELY ADDING THE NEW SECTION AND READING THE TOP OF TH ) COMPANY CONC. MON. ELECTRIC ADDED ROD. BOTH READINGS ARE RECORDED. | a | SREACE GROUND LUMBER 3. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ROD IN EACH MARKER Al | | Ses TET THE RECOMMENDED TIME INTERVALS. EACH TIME, NOTE THE ELEVATION OF THE <x SN eect ee | O | Ses ise —— 4. READ THE MARKER 10 THE NEAREST 0.01 FOOT OR 0.005 FOOT IF POSSIBLE. NOTE LJ THE FILL ELEVATION TO THE NEAREST 0.1 | | | 2 | SETTLEMENT PLATE DETAIL L et me mee 7 SCALE: NONE - — | ) A (— | — (22 J U#F77) / (20.58) 22.06) (22.9) (17.00) | 7 SW 16TH STREET _ 1027.81' - N 89° 35° 25" E fe | ZL _ J _ - rN i __ — __ ne —_ — _ eae a re NN \ \ = %) - Neca 6.71) ae (16.72) — (16.69) (17.67) 48.99) a (20.05) (20-03) \ | bse) Se < # : —< > See SS ens ante = : \ \ ° S ! — ——€ oa ——10" EASEMENT = \ = --—307 87 -= ? TT 2a0. 17 N 89° 35' 25" E-f “4 | ‘ 0 o™~N } Dy, ; - = —_—t“‘i~C<‘; TCS - ——4 —_ T 32.54' & am -_-— = =A t a a _-— ~~ -——— — Py 30° PUGET POWER ~— > — = - — — 5.0" = N O1° 22! 58" E- (~~ 442.89 \ ZA CONC. CURB —— EASEMENT aN / i ee, a | “> ee - ° ee 7 ean a / rte 1)" EASEMENTS \ / /. a \ | / 6* CONC. SIDEWALK > ——— : | / / T ] / 4 ; i ' “ - \ (17.40) | | ie | y tole es — STRIPING LIMITS \ \ a LiJ Awd \ \ \ -o | 4] ; x——* x¥——* x /: a QUARRY SPALLS a b a | a 9 \ : _7~ TEMPORARY SWALE (TYP) O | x *K \ So “ | | _ _ \ . \ | | “ 7 “ . — — x = 20 <- \ / | ; fe 1 Fe \ \ \ We us =. | | i - , . Mh =} gq Tih | | y2 z\ NN \ : 2 ° 2 a fF FUGET POWER To TOE OF. SLOPE 7 co . Sih | \ |- | | - a aS _ | =) Bh ds | | | SUBSTATION | _f EC Cran “ | 5 o 7 ~ ~ ar. | S an 7 lan \ )}8 I LJ o8 7 “SETTLEMENT PLATE Ne /{ p-00) >; (18-68 ~ Siti f\t \ fo 7 2 a (SEE DETAIL) | VV st = \ \ ed : J _ a { Zz | s \ N (7 6). - / 7) & 12" CONC. A fo \ 7) 7, CO lo aard ‘ , ' ee a Xk CULVERT IN | | =" XN | Py ~ /| INV. 14-0 | ‘ i) | ~ all IF IA a fo F\ | | > i GROUP > “I C7 8) > oe x x ¥—___x¥___-* y, ! | . | =f, ws, — | | \\\ ™ —— - ret HEALTH ~e a | i) | \ 3 0! ™ = pt ae ————— 7 +7 — N 89°. 35: 195m£ aie _ \ = _ \ { Zz } fe a pence ~~ ns | P ~ eee. SLOPE 0 0.30%. _— IN : — ; (18.68) ° @) | - +9}. 26) A9—+—.2.. _ “> - © 5S) ok MIN. ¢ \ | van a y Po, \ . Cp. 17.93 a 8h] - \ YA Yo BOE | NG tf __ 8 ).. | J \ | mR | I y, = / ae a _ _ | > \ i 2 | \ otk 0 EASEMENT COMPUT ER | as f \ A\” ~*~ / = \ SURCHARGE AREA \ to'-0" | T HINV. 12.30 SERVICES ia ( | \ / a | | ~ ~ / TOP OF FILL \ TYP ’ ee D | a | | | | N - FL. 22 \ \ | : \ \ | Lu Y 24.5’ ! \ y 10" a | | | po t a \ \ \ | / \ | —— / a , a | \ 3 (] . y \ | | - 2 i \ © 7 ALL SIDES OF EXIST. ~ : 2 \ 95'-0" \| | a : CATCH BASIN 20 FT SQ | +> “ en ! [LSsa6? pot} (TYPICAL 2 PLACES) 1 | t |__ — a ASLOPE 2:1 MAX. aN | (18460) O17 .97) a | | TOE OF SLOPE eS ee ne ne 4 - 30'X 150'X 8" S | | \ \| | 4" TO 6" (-) i \ ? ! a : _——«C< Pe “| 4.01 8 | QUARRY SPALLS \ o ore \ | ae ee (1 8)-—W~_ oe — T | ’ \\ _— a al 7 ; ’ + \ 1 : HY (17.97) (17.64) (17.70) / 1 agtgz ~ —_-— ~+ _— — — — — = ~ oe y_ — ' —_ — -_ _ _ ie \UZ..20) \G7Z.80) \U7.70) (17.70)/ 962.90' — N 89° 49' 01" W NTO \ 7.60) \7.70) \ 7-80) | , VALLEY OFFICE PARK | EROSION CONTROL NOTES: - 4X4 POSTS 4'0.C.MAX. yf OR METAL STAKES THC TS 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVAT| ON 3. THE EROSLON AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON 5S. 1N ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE \ AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE {1S DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET NO FURTHER WORK 1S ANTICIPATED FOR A PERIOD OF 30 DAYS OR —~ DITCH FLOW FIELD AND OBSERVED DURING CONSTRUCT | ON. ANTICIPATED SITE*CONDITIONS. AS CONSTRUCTION PROGRESSES AND MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WIRE MESH FENCE ' LINE UNEXPCETED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROS! ON aes | 2. ALL REQUIRED SEDI MENTATION/EROSION CONTROL FACILITIES MUST BE ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES CONTROL TREATMENT APPLICABLE TO THE TIME OF, YEAR IN QUESTION. 4"(-) ROCK POST IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCT! ON WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS ' — er TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, [ DITCH FLOW LINE | a SILT FENCE DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILIT#ES SHALL BE BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PREMITTEE, ! ! MAINTAINED INA SATISFACTORY CONDITION UNTIL SUCH TIME THAT ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER SOC lg TOP OF DITCH CLEARING AND/OR CONSTRUCTION’ 1S COMPLETED AND POTENTIAL FOR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE Dt ANRING F | | ON-SITE EROSION HAS PASSED. THE iMPLEMENTATION, MAINTENANCE , ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT SPECIFIED TIME PERIOD. PLANNING DIVISION ! REPLACEMENT ,AND ADDIT!ONS TO EROS|QN/SED| MENTATION CONTROL ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING | f CITY OF RENTON SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. DRAINAGE SYSTEM. 6. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD ~ | oe BY A FENCE, A MINIMUM OF 3 FEET HIGH . )) MAY 46 4889 4. APPROVAL OF THIS PLAN 1S FOR EROS!ON/SEDIMENTATION CONTROL | . ~ 24g!9 ONLY. IT DOES NOT CONSTIT | SECT | ON . a TYP. SILT FENCE PLAN DESIGN, SIZE NOR LOCATION OF PIPES. RESTRICTORS. CHANNELS, CE oe ee ee one oe ec UECEIVE 2517 30 SCALE: NONE SCALE: NONE OR RETENTION FACILITIES. INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR , INGRESS AND EGRESS TO THE CONSTRUCTION SITE. : DATE B — pci: : ees lle vies m CHRO THE AUSTIN SCALE 1"=40-0* TITLE S] Te PREP « & EROSION CONTROL PLAN w.O. NO. 89-5477 py _ CADD | COMPANY pate 03-30-89 ower G-S-A.~ see 6-5 = CONSULTANTS ARCHITECTS cHKp RAK , ENGINEERS CONSTRUCTORS DATE. XX-XX-89 LOCAT | ON SW 1 6TH STREET Ld RENTON ’ WA bd ISSUE 89-5477.1 BACKGROUND REV eee 19-89 __89-5477-1_RHH WORK REV_A_04- ; v --MEASUREMENT ROD, 1/2"@ PIPE SETTELMENT PLATE NOTES: CASING, 2"@ PIPE A ! 0 1. INSTALL MARKERS IN FIRM GROUND OR ON SAND PADS IF NEEDED FOR STABILITY = POG! GN RATE, Sl eee ee ee ee "TAKE INITIAL READING ON TOP OF ROD AND AT ADJACENT GROUND LEVEL PRIOR — ts i -COUPLING, WELDED TO PLATE TO PLACEMENT OF ANY FILL. 7 | ~~ SETTLEMENT PLATE SCALE: 1"=40: _(" WEST 1/4 COR 2A NOI EO OS ba : i 16°K 168X174" - CTIONS. AS FILL PROGRESSES, LINGS ARE U INSTALL ADDITIONAL HHH THE AUSTIN SECTION 19-23-5 . HOLMES LENGTHS. CONTINUITY 1S MAI NTAURED BY READING THe TOP OF THE. MEASUREMENI | LiJ | HH Le ~-SAND PAD IF NECESSARY SEATTLE ROD, THEN |MMEDIATELY ADDING THE N ION AND READING THE — Hf H || _ COMPANY CONC. MON. ELECTRIC ADDED ROD. BOTH READINGS ARE RECORDED. | = | — SRRACE GROUND LUMBER , 4 = 3. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ROD IN EACH MARKER AT | | = : {ills THE RECOMMENDED TIME INTERVALS. EACH TIME, NOTE THE ELEVATION OF THE < ae ADJACENT FILL SURFACE. CS | 4. READ THE MARKER TO THE NEAREST 0.01 FOOT, OR 0.005 FOOT IF POSSIBLE. NOTE LJ THE FILL ELEVATION TO THE NEAREST 0.1 FOOT. | Z SETTLEMENT PLATE DETA | | LJ ——— i, \ Sone NONE L- Ne a _ = | , 4777) 49-012) / (20. sof (22.06) (22.9) ————" (17.00) | | a Z SW 16TH STREET 1027.81' - N 89° 35° 25" E __f _ Lo { —— = i — — ~ ‘ _ 16) — =“ <a ae 6 722) | (16-69) ~~ 17.67) 8.59) NN \ \ s, (16.87) (16.71) ee LL ee! — ) — \ ~ (20.05) (20.03) Sa EE = an 4+< = — ° . - \ - - — - aN oT __ , _ ——— yy \ —10" EASEMENT == iN eee ee Se ss 902 87 ' an 240 : 17 N 89 a) 25 a = we \ O {\ ae 7 ne me ine om hom — ——] i —-——— -- — - -— x <= = ———— [s f chee oct! POWER = Ape —_——- = 5.0' - N 01° 22' 58" € ee eee a a CONC. CURB 7 jy EsSerent oe FASERENTS N / 7 y . eed > 7 ) 74 a / 10" EASEMENTS \ de Z 2 \ . / 6' CONC. SIDEWALK 7 / | _ / V Panty ye, & y ~N \ 1 f-40) Vana | | a / ant 4" TO 6" (-) 4 “— STRIPING LIMITS \ Pot, | a an ee — a rs / ~~ \ QUARRY SPALLS \ Y, oe | | ee ie ae \ - | | | aes i} L = \ _7~ TEMPORARY SWALE (TYP) Q, | an ~ = : | l | ~N | N \ - ae <- - <= ~< ‘ F, | ' eo 1 Ti is \ \ rf! eo | | jz =I ; - Mb & g - te = | an ad _ \ \ _— ly | ) ase * PUGET POWER *. 7 , or OR SLOPE \ ont Ii \ \ ; , |. * oe Urs \ oO i ™ | 12 | de SUBSTAT 1 ON * | \e SLOPE 2: 1 MAX. \ | | | - : | | \o oo | ° zo tS, | ' Gk | i TIT 7 | | o (18.29 ~ 1G. 78) XK \ |! be P SETTLEMENT PLATE \ | /| Up.00) 5) 18-68 Dah | 4] \ x { ; S (SEE DETAIL) —— VV M Zn an ae 16) ) * 12" CONC. * (1 \ ? 6 } , Y O uw a \ ( q ~~ — \ . CULVERT IN . Pee x | ?) INV. 14.0° 4 vooN LJ >- 2 ~ \ eee 7 7 \ VI | | yo \ | . > GROUP s “I TT 9 ) — x % x % ] | | \N | x < ae | 7 HEALTH _ =. — — - 8 \ 2 fa} teva ee = N 89°35! 20" t - 4 | = \ < es ns ee cn = —— a \ T) | ene SLOPE 0.50% NI { — is.68) ©!) | }1d926) (4g) — 1 : es Pe a 2) S| hk MMe <1) \ | {B:30"1/ 07.99 \ t/ | | ' -_ ro’ \ x, /t BOE | NG Mh | ean \ \ 7 7 : 5 — 7 \ \ I a je | iy A 18) Ra , = \ | Bg | \ nae a) to" EASEMENT COMP UT e R . _ f \ ve / \ Ss] \ SURCHARGE AREA \ \. 10'-0" | 1 \ Fiiy. 10.50 _ SERVICES ID y foo | = a /TOP OF FILL =| \ . TYP \ at | | | . f is —\ EL : ek \ ’ iN /\ | \ | Ly ~, 24. \ ’ | | \ ' | ‘ 10" EASEHENT | . \ ' s -— \ L 4 L : « \ / \ | ° 2 \ \ @) | | Se a, ~~ \— SILT CONTROL FENCE od = C16) | ~ | 5 | \ Ae | || + ALL SIDES OF EXIST. Oy - 95'-0" \\ iF | (18. 36) (18. 97) et eae Ne te | , } SLOPE 2:1 MAX. - \ (18460) (17.197) “SS /| (TYPICAL 2 PLACES) Lt | — a ro \ an a | 3 | | TOE OF SLOPE a a a ae | - 30'X 150'X 8" | a oe es re __, \ \ | | Jf #70 6" (~) . J \ __| | ] 250'-0" | Sf Lf fae | | ARRY SPA oy \ ; J ARE 'SPALLS ae) -/ \ "| ro \] A | — ae _ \ =| \ \ 4 - , = ty ay ~°) y | P 7 | - | | | (J |~ = —- — —_ | oe =“ ~- <- J \ VA | (17.97) —- . (17.64) 1.70) | /y {ster > aN A _ \a7.80SS™~*~—~—“‘C~NN CTO _—__—*9Z.90" - N 89°49" OI" 'W ANT.) NCCT) N770) N78) (18.41) VALLEY OFFICE PARK | — EROSION CONTROL NOTES: | _ ~ 4X4 POSTS 4'0.C.MAX. | | FILTER FABRIC f- OR Pern te TICS 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVAT {ON 3. THE-EROSLON AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE | | AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR a — DITCH FLOW FIELD AND OBSERVED DURING CONSTRUCTION. — ANTICIPATED SiTE*CONDITIONS. AS CONSTRUCTION PROGRESSES AND MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABIL! ZED 4 \ - WIRE MESH FENCE A UNEXPCETED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALI WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROS! ON i | Oe (9* 0" £ LINE 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES CONTROL TREATMENT APPLICABLE TO THE TIME*OF YEAR IN QUESTION. le | ~ POST IN OPERAT!ON PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCT | ON WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS e FLOW A {1 (TYP) — 4"(-) ROCK jt TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHAL! OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, DIRECTION DITCH FLOW LINE mia DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL. BE BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PREMITTEE, DIRECTION fe I SILT FENCE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER | = COOL Soon | TOP OF DITCH CLEARING AND/OR CONSTRUCTION 1S COMPLETED AND POTENTIAL FOR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE | PLANNING DIVISION | > , | | ON-SITE EROS! ON HAS PASSED. THE INPLENENTAT | ON, MA NT ENANCE,, ABOVE MINI MUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT SPECIFIED TIME PERIOD. | y CITY OF RENTON Ji REPLACEMENT ,AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL ADJACENT PROPERTIES AND WATER QUALIT T VING | . Ae r SSTEMG SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. ees eee na ee 4 ee i OF ee f ‘D) May 1. 6 1989 4. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL |S REQUIRED, WITH 3:1 SIDE SLOPES. , | ay SECTION (AN TYP. SILT FENCE PLAN DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS. ‘CHANNELS. 7. A TEMPORARY GRAVEL CONSTRUCT ION ENTRANCE, 30° 50° 8" OF 4= TO 6: ECEIVE t CATION F INCH QUARRY SPALLS SHALL BE L AT ALL POIN VEH! CULA 257 30 SCALE: NONE C-5|C—5 SCALE: NONE OR RETENTION FACICI TIES. INGRESS AND EGRESS TO THE CONSTRUCTION SITE. NOTES DATE | REVISION BY CHKD DATE REVISION BY CHKD US ene 1*S40-0" sanz S] TE PREP ~ & FROS] ON CON TROL PL AN Sd OU-S47e THE AUSTIN sy __CADD COMPANY cate 03-30-89 omer G-O-A-~ seer 3 = CONSULTANTS ARCHITECTS cHko RAK mek ENGINEERS CONSTRUCTORS nate XX-XX-89 ocarion OW 16TH STREET, RENTON, WA.’ iss PEELE OT aN NOR 89-5477.1 BACKGROUND REV 04-18-89 89-5477.1 RHH W A_04-19- — ap-030-87 40 20 0 40 80 SCALE: 1"=40'-0" _ / | ~ ) ~ - 7 Z 7 7 7 7 7 ; ; +-K3 | ,Z215 S.-. » (Ks “N a CSN ‘ 2 ’ oT a + ~ WRNBUW CRVARUARLVNAS TASS ANAT AU a ponte CSS SSAVNS RAG FSS $ > ONSEN oO S NN ANN SSS SEAS _ KS SSS RS VAAGRALANARANNDS SS SK | LP? Mane i KASS SASSASS SS RMN QQ wy N NG TT ft +t [Eft 101.5 tote 1 a = TTT TTT TT \ ULI J4 J5- | | 6 J I, MAG Fe 42 © a | N dies : eg W9er 1A 6. \ x x x x *K IN lL —— — = x 1) pe Jr” \ 2744. CZ, 4 K1 a L J a | 4 5404 lr | on | py —_— : 4 Sh { 1 @® @ : @ | Le oy Seen — | Puget poWee J | U NY: | DAT OP. |2A1 oe — — , | 7 N: x, * | . — es = 4 [— ; SS SO | = ' prep Basten | W: ——Ja'far-— ——fy Er NN 1 Pe. nt | BAZ oF '| G . Bol ») o'.2' *« x | , 2 ; 4 Vor A pb? O27” aca | | | | an | _ {-— HE <a x¥———-* x ¥——* | | 7 — / | , E | 7.413 2-F . -9) } | | M . ) Al UMMMMM©"t Sit = IE —t16 = —— © — | NS — ! | ——— —_—————— ; OPFice pouiLbINg | — = | ' qo . = | no" ae +H NS 5 I17or +e -2 a.0"7 4g : A AaE, WT 4+ cna F NS: N [ | 6,00 oF RANE — Nu Lis i | _—_ . =9| =9 q yi KSEE C x) 8 eta at C a ee . \. = | T = 1 ; | WS ) | = fea! = = H : | k LU | L ,~ wt Sy J Cis =o) Sate KK 2 . —| | 2 Yue oF sF is — NU “. + +4 tt QO] PLLLLLL LLU EPP BOeeeenie LL) =e Ni J2 | . 3,4 Spas Mera soc tact | ae a D_ | LS G24 oF fee SES TTT TTT PRT LITT TTT TET TTT TTS, TTY se SINS . h —_—ed | < WEY, 7 | Y a a r | | 4|'-o" _ * 4 J15 J14 f ro | 78 %.F, |B oF. [4 OF. = 6A GA ig X TH y j Yip D | Ji16 | 92.4) ele , Ji16 CN | | _ __ __ sa as ald rs So | __ __ P| A | | | | | | ! LANDScAPE AREA CALCULATIONS 2 TI A. 1,547 Sa: ft. I. 7,813.5 sq.ft. (Area immediately to South, East and J&: 1' x 17' = 289. sq.ft. K,. - Shodke 2q.ft. (Site Perimeter) g B 1,547 sq. ft. West of Puget Power Substation) = 30- 32° x i7' = 544 sq.ft. Kl: 386' x 14' = 5,404 sq.ft. C. 5,234 sq.ft. J. 4,854.9 sq.ft. (Other interior areas as noted) J10: 17' x 21’ = 357. sa.ft. K2:. 4(5' x 386") , = 965 sq.ft. D. 6,540 sq.ft. ie ee Sere ere Jll: 21" x 9" = 189 sq.ft. K3: 25" x 211! = 5,275 sq.ft. 2. 624 5q.ft. wht REE a eee J12: 21! x 7!) #147 sq. ft. Ka: 5(14" x 27") = 189 sq.ft. | F. 5,066 sq.ft. , Oe ecaee Teer conte t. J13: 21" x 19% = 399 sq.ft. KS: (27' x 26') + %(5' x 3')= 709.5 sq.ft. G. 14 ,699.5 sq.ft. (Area ‘immediately surrounding JQ: 42° Xk Tf) 314 '8q. Ft. Us ZR ts Se. S28? sq. tt. K6: 398' Xx 20' . = 7,960 sq.ft. Fee op eee GP sie DET 16 uae) Eg BOF ae ii ic SR sl JIS: 21" x 19" = 189 sq.ft. es K7: 4(49' x 39') - (Area of J10) = 955.5 - 357 = 598.5 sq.ft. ‘H. 5,929 sq.ft. (Courtyard Area) ‘edocs Sa Chek Oc he . ‘JIG: 1" x 962.9' = 962.9 sq.ft. , K8: 364' x 24! = 8,736 sq.ft. 257 30 4, Fue oe J7: 32' x 7' = 224 sq.ft. K9: 4( 7' x 364') = 1,274 s | oss pease a ee : eee hea oe 7 pe q. ft. SA 430 SF os el aati ARERR . NOTES DATE REV!IS!1ON BY CHKD DATE REVIS!ON BY CHKD : SCALE TITLE } Ae LCULATI aN W.0. NO. = THE AUSTIN hha enn alae COMPANY oe ome swe CONSULTANTS ARCHITECTS SEED ' ENGINEERS CONSTRUCTORS DATE LOCAT LON ISSUE 5477 STUDY-3 BACKGROUND REV 06-02-89 CITY OF pay SION ) JUN 5 1989 RECEIVE ee 40 20 0 40 80 > eS Y) SCALE: 1"=40'-0" . | 1/4 COR. SEATTLE THE AUSTIN | SECTION 19-235 TECTRIC | > LUMBER | COMPANY | | CONC. MON. EL > y | > S| i MIS LJ Yr = | HAL | DE > NEW ACCESS | A | AREA LIGHTING - / ; DRIVE ASPHALT 18"SS— —— a SSS 18"SS ; D | | *G) 18"SS / : PAVEMENT —— ———- — — vs Y) | } T + _ —_ u-— NEW STREET BEGIN NEW S| DEWALK _ ! L 1027.81" - N 89° 35__25' E_ SW 16TH TREE! YMPIC 7 yo"c1-w 7 NEW 6 S| DEWALK ~ NEW CURB L LIGHTING (TYP) = — = ~ 7 _ "Cl-W— | — & CUTER. of _—_oas-—— = -- © 6' SIDEWALK EASEMENT. = gag EIST EIRE BVDRAN IE = a Sa — ee a eS eG WS === FE orrwic , OLYMPIC —— ~~ GAS= = <= 99] ye SS ——————— x SN a 7 ' a PIPELINE aa —EXIST. PUGET POWE P| PELINE NE - — = 9 7a0 iT NBo2 r = ali “ SS y DROP OFF ———— ¥ a FXIST. FIRE HYDRANT. -~EXIST} |S|IDEWALK — “IE 202-82 __#_ __.._/_-{-—___-___— mi a: ae ; a => r , -—~ — — ce | ——_ 6 f ESET SIGE] BONER EASEMENT {LANDSCAPING | r 32.9 So lor 88 ES 412.8697 FT SEXIST. POWER POLE a EXIST. CONC. CURB S a Tos Lanoscapine Easement AS gf ee 4 p___ LANDSCAPING _ aa a al ia | as a +o} I a aa 10' UNDERGROUND ~ ‘-10' =| | oo ST 4 : exist. 6° conc} +—t— a PTD (1 etecraicat asthe l ET POP LEE Pe L_ 7 ; : | — | S| DEWALK Wn | [_ = —_ ‘—10' UNDERGROUND = , % | So — Lu ot — ASPHALT PAVEMENT — ELECTRICAL EASEMENT S| | | s- 3 16> —ahl” 18 chufadT | a ‘ [~= 5 , Hla ke —Sy je — a — SY py | ‘a 0} COMRACT | 1 2 —s i | = —— —= s— = 2— — ~ | ; 8] OpMaT L | 17 cpMpagT a 2 SL | | iL > iWijse ae oP = __]] Ie z° ~~ = y _ =) —-— 5S A ||| ||BR- —sl |S S| |S I + PUGET POWER * 37}, —- © @ | anpicae (9) es ee 7 = — erie eel i “YY - \ | - 8 S| ms SUBSTAT 1 ON SB \ SORKIN. = — | | : = TSS) MULT TT a ro Z lh Ld SI , a —| je aL , 19] CDMPACT , __ 8 STALLS : 6 27 —— lu — Ne L | < ! SIDEWALK BUILDING r } ALK pm | | | z! ' |i} | 4 f= < — i) | FOUNTAIN! THEN RAN EH —a— “+a —A) 2! Ig} xs QO =z) || a /~ LIGHT BOLLARDS | | im EE 2 a] ff} Shi aie ster Z | a z / (TYP) * | x | | | —=— —— Par -——__——— S i“? tt O alll | je -— = \ COURTYARD 1 wh- 1 +— SUE — S 5} |i Fe ) Gi PY EXISTING i { \! | je ee Ld) - 3g + jE ha V1 25' DRAINAGE hd SCREEN ! — —| | — a | < | GROUP = NI ose 2 | EASEMENT x x x¥——* x t WALL 1 _ — F z | , > | 240.17' - N 89° 35' 25" E | 1 | Fe | tT bez B | 4|| ie a fa Pn he Se "5 —=—— —o ~— = (am) } — I] | ES t ——— —— a | ia OFFICE BUILDING | 2 2| |e s&s — ae | Li) = =o PTTL TTT TET PASE ig oes fete a = 8 3 It} 1 | BOS ENS Wot | 3 | 2 | =| fs— z _ol HT Ibercuitko COMPUTER | _ LJ a. fee) co oe) - —=— _ ; RV | EXIST. FIRE} HYDRANT IN | a LANDSCAPI NG os s fe = yf = . 2 | ELECTRICAL Ap NI SE CES = fam) eRe eos sasha = / ° IN, | EE 22 2 mame ee | ma PON 10° UNDERGROUND | | = aE al Lalit 2 |STIANDARD | Sx }- | 22-7 * —42 LI || Mexist. FrRE HYDRANT ELECTRICAL EASEMENT ‘|| [1 [-[L__ x C= LANDSCAPING — i - . = __|s ——| = Pot | | | , Ta) ———}} | Hie l PPP PPA thy — SE ee ll TT NT Been = 196.0' ) | | SS TEN “IT sew 6-0: ) | mt —— ASPHALT PAVEMENT Pte ceed — LOADING | ai ‘S| DEWALK' TTF PLLLLEEE EEE EI PTT TL Loo kbd EEE lb) TL A — | 7 : - ; " : ° ” ; . . , ; : +--+ — : | | | | | — ~ _________— LANDSCAPING — (+ — — eos lV » a NINES TTT TTT TTT TTT TTT TPT TTT TTT TTT TTT TPP TTP a ee ; CONC. SLAB | tty 4 T= ~ — | — ASPHALT PAVEMENT > ath bya d | ‘ a a — =, Pn —_ | aT Lol | _one | ' ) sq} stag 7, S}aqoRO} | S sal stadoaRof | F | 4 Rd et id) dt) ed tt ii ee ee eee eee ee ht tt st tee at tt tt tt et et nerd i | | L 962.90' - N 89° 49' O1" W LY | | \ t a — ~~ ne — TO a - | ; : © pi|— ° | qT | | | | | | I | ‘is | ; EXIST. 10' LANDSCAPING STRIP Saat | EXISTING 24' 7—EXIST. 10"WM EXISTING 24! | | ACCESS DRIVE en an ot SS eee ee ACCESS DRIVE —— | | | qn : VALLEY OFFICE PARK SITE PARKING rit | TOTAL PARKING REQUIRED = 853 (BASED ON 170,600 NET SQ.FT.) | | OTK | TOTAL PARKING PROVIDED = 843 Dene : , | FULL SIZE (60% = 505 | i Cee Tne | HANDICAP = 8 | | | | | | COMPACT (40% = 330 Ply t r SECURED DEDICATED SPACES “OFFICAL USE" VECHICLES SPACES = 50 SPACES 241.19 VISTOR PARKING = 50 SPACES 257 30 TOTAL DEDICATED SPACES = 100 SPACES TOTAL EMPLOYEE PARKING = 743 NOTES DATE REVISION BY * CHKD DATE REVS! ON BY _ CHKD THE AUSTIN scace 1"=40-0" tithe SITE PLAN w.o. No. 89-5477 ey _ CADD COMPANY pate 03-30-89 owner G.S.A. SHEET C-2 SULTANTS RCHITECTS cHeD _RAK ENGINEERS cone RUCTORS pate XX-¥X-89 tocar1ew 1601 LIND AVE SW, RENTON, WA. issue PLANNING CITY OF RENTON YUN 5 198g 5477 STUDY-3 BACKGROUND REV 06-05-89 89-5477.2 LRN WORK REV A_ 06-05-89 SA-030-89% 4() 20 «320 4() 80 SCALE: 1"=40'-0" THE AUSTIN WEST 1/4 COR. HOL MES W SEATTLE } ; SECTION 19-23-5 FLECTRIC > LUMBER COMPANY ¥ CONC. MON. x yy < O — Lu Z Ne Lu |, _ 7 = — ; i, Naas ~ Y NL (17-97) (¢49-179) ( (20.585. (22.06) (22.9) (17.00) | | 1027.81" = N B9° 35° 25" £ SW 1 6TH ST REET = Tt ~~ 859) t a — ~ 7 - - | i ~~ , : ~ NN 7 teh _ 5-S]DEWALK EMSEMENT oe 16.72) . “ Wy je? ~ (20.05) (20.03) eee | (16.71) (16.98) —-—_| — eK “ = - + 7 + S . | (16.87) 16.71. ———— ~ 7, ; \ 10' UNDERGROUND \ : a a ae { yw oo; \ ELECTRICAL EASEMES ol ‘ | |] ELL == ~ ' mw J ato N 89° _3o- a. E J-~ SI ——— 7 \ = —<E> — a | “a LEE Aa TEA ————— er se 937 54] OE _— —— —_ w —- - 3 — yp 7 covet an ae __ —— — — |] — 4 $5.0" - N ON 22! 58" 412. NS Los“ a 6° | oy PUGE POWER EASEMENT -. en eee == — — L__ __j_ = SS — TN ON ie | we / ~ | \ (oud EXIST. CONC. Ue ma {- _j| to + — 10' UNDERGROUND ~ -10' LANDSCAPING EASEMENT \ | | , OS / "ap 5b) | ELECTRICAL EASEMENT 7 9.07 | | | | | | | | | | EXIST. 6° CONC} —— | ae | _ rT ; ; | S| DEWALK M7. — | + | WZ T/F 18.0 9.25 | | 19. — I/F 18.0 Za —f} |. eee | Oe io A \ LaF 18 | = [oR ’ \ 7 . a * i i. aN 4 \ _ —F7F 18.0 : x xe * . | ~ oN | Oo Yn YL ma Ps TN + PUGET POWER 7 . eee _ \ SZ | — . | SUBSTATION | —/ | LB | \s | UV 1 as | a Y) - ’ (18.23) + 1 Sone = _ - = + | BUILDINGH = SS : \ —— \ van N | _ * \___LUPENTRANCE {LL l A % ° | WM a i —_—_— —\< | — —_ | — =“ ——|__ wis} | |! NK a Ye \ [oon - EE == " —— =z --\eR& = C7 me —_ ?) *x 12" CONC. * . | a ~~ | , a % = So tes ie CULVERT IN \ [ o Pa — ol| | (= \o PE 1B] EMSTING | 2" ce our /T INV. 14.0" oe a2 nx P— 9777 : 7——| 1257 DRAINAGE=} | | a ea SE / | _, Lo — Zo a —|_|-— ——] fersemenT __ J] p!NV. 14.0°\ | . ps GROUP O8§}| || pS Ss EF Me fo Lg a | a HEALTH + © i) — a ie HP | aK &)) ~— ee —— a . ... — < an | hb a a sain = ae — 240. = = N- \ 89°35: -25! = —————— “8, | lieee | =e = — ee OFFICE BUILDING* | 950) 18.50 a | PA | | | | | | | LT] | FIN. FLR. EL. 21.50 . a ee BOE |ING ‘Y “ ) A | , eG fl ee ee MPUTER 10. 2.0 ~ ff y a a i \ \ ; / C O U E T/F 18.9 | e) = T/F 18. 0 T/F 18.0 \ \ \ — |X ee SERV | CES _ | . 19.0 19.0 | zl \ \ \ = 7 \ | PLLC /) a ~ \ d+ Pace | ‘| = | —T/F_18 \ dt oN a Lb / ~“ \ . . 4 10' volccrane mane , : 7 | L | 74 \ \ o \ ELECTRICAL EASEMENT Sf [TT — \ / GRASS SWALE_\ | \ E | \ ee a 5. | Le > we | ee ee oe : Aa (4) / \ __\_] — SEE | Le | TT mETe* a PX - et ran | ~S 19.0 \ (18 . 36) (18479) T/F_ 18.0 . ee 18.0 ~. T/F_18.0 I 18.90 9.0 4 | / a 40 aa __ 19.0 | 19.0 oN weet, | NN T/t ee — —/ ea IE At ANLEE-H TT LLL FLEE LITE: MwA) AL aru t= — | ae } EE 2 +8)— _ \ ; / Cee H—— 19.507 \ L _ : - ) —_ TiN) r | JIN 2:2 _- _ SN | — Ke N | a SST TUTTI TTT TTT ] xX 19.0 Ag .0 : | Nn A | | / | | LO SN a ari 18.0 L | T/F 18.0 46 \ | | 8.50 J I/F 18.0 re ! 8. TA 18.0 a 1 18.50 STF 18.0 | 18.50 . I/F 18.0 | 18.50 ; | as. 18.90 el, — (CY rage LL Ne ee (17.98—— | I | | LL] EAN {{]{ {| || }} 1} | any ae | | _| Ld Sat] [tt = ie Ae eee eee eee eee Ae =o 7 PRs i 20) 17.80) 17.70) 17.70) 962.90' — N 89° 49° O17 WO \C17..60) | — SEB SE (47.80) | (18.41) ' | i oll o . VALLEY OFFICE PARK EXIST. 10' LANDSCAPING STRIP PROVIDE 15" HIGH CONC. CURB LC t+ EROSION CONTROL NOTES: TOP OF PAVEMENT EL. (18.5) . C CETAT HER TOP OF CURB EL. (19.0) | 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVAT |ON 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON oN See ween Mart Teen coe A PE eta A SS ei AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS 1 Mi MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED a FIELD AND OBSERVED DURING CONSTRUCTION. ANTICIPATED SITE CONDITIONS. AS CONS RUCT ION PROGRESSES AND WITH MULCHING. GRASS PLANTING OR OTHER APPROVED EROSION @ UNEXPCETED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL MONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. | 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES SOOO EM NONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS (IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONST RUCT ! ON WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL HOWEVER. WHENEVER IT 1S IN THE INTEREST OF THE PREMITTEE, DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE BE THE OBL!IGATION AND Bee OF Tie PERMITTEE TO BUT MUST BE AUCMENTED WITH MULCHING. NETTING. OR OTHER MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH T! ME THAT ADDRESS ANY NEW CONDITIONS Ua ~~ BE Cl “ATS ED BY HIS TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE CLEARING AND/OR CONSTRUCTION |S COMPLETED AND POTENTIAL FOR ACTIVITIES AND TO PROVIDE ADDI! }ONAL FACILI 4 OVER AND SPECIFIED TIME PERIOD. ON-SITE EROSION HAS PASSED. THE |MPLEMENTATION, MAINTE? ANCE , ABOVE MINIMUM REQUIREMENTS, AS MAY | NEEDED ROT ECT | REPLACEMENT ,AND ADDIT!|ONS TO EROS! ON/SE FD| MENTATION CONT ROL ADJACENT PROPERT I ES AND WATER QUAL! OF THE RECEIVING 6. FOR ALL EROSION/SEDI MENTATION CONTROL PONDS WHERE THE DEAD SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. DRAINAGE SYSTEM SOA RO CEEDS "A FENCE, A MINIMUM OF 3 FEET HIGH + AREEOM SietASr cst UEe an apPmonAt OF OAD TAG vo pomes een, eoermueriow 8 ONLY. | N T 0 C cE F ~ 2igo zr He GSI Mtoe 7 IEC us STOR CE ONE A td 25 1 30 OR RETENTION FACILITIES. ___INGRESS AND EGRESS TO THE CONSTRUCTION SITE. —— NOTES DATE REVISION BY CHKD DATE cilia BY o—_ scace 1"=40-0" rite GRADING PLAN w.o. NO. 89-5477 THE AUSTIN sy CAD COMPANY pate 04-20-89 owner G.S.A. | SeeET C-—4 CONSULTANTS ARCHITECTS cHkD RAK ENGINEERS CONSTRUCTORS DATE 05-09-89 LOCAT 1 ON 1 60 1 L | ND AVE SW 2 RE NT ON 9 WA ° | SSUE 5477 STUDY-3 BACKGROUND REV 06-05-89 89-5477.2 LRN WORK REV B 06-04-89 SA -030-89 40 20 0 40 80 a SCALE: 1-240'-0" 7 | SEATTLE Lu WEST 1/4 COR. HOLMES THE AUSTIN | SECTION 19-23-5 FLECTRIC = LUMBER COMPANY | CONC. MON. ; | | <L | | —_ |__| S| _ | Ld me —e 7" N es = T = —o— _ aN A —_ | __ 7 a ~] | A 1027.81 - N 89° 35° 25" E SW 16TH STREET = —- | | | se —_ - \ ee | ~ ' SIDEWALK EASEMENT | _ a, oo 4 | | a = 949 47! 0-89-3525" Ea 1® a — ! ———~ oe es 902-8. [jp 39 54h == A289 La 7 Dp — i Reo wor ee 2 an {, | ) PUGET POWER EASEMENT [a po en _ __ | — | / EXIST. CONC. CURB —— to | = —|+—++—_10' UNDERGROUND ‘10' LANDSCAPING EASEMENT fo | | rT | | | | | | | | | | | | | | | | | | i | T TFA Th ELECTRICAL EASEMENT a ed a cecal i Py y | PLT | | | | || EXIST. 6' TH CB i | ae: 7, —10' UN CB | || CONC. SIDEWALK | eee Cli‘ CdS oS 7T/F EL.18.00 7, ELECTRICAL EASEMENT = SB POH | 7 | f ane | = : | =A | | l ; J ll | | | - : — "3 t <"s_ | | | iE —{| | | | Poly | | | 6 lanai r The edi le — | | | Or re ta | > : | ( (9) a ee een Tw. | « PUGET POWER ” = \J | , =] a ia ott ! z, || Hh SUBSTATION | — a | | 2, | [i ie - Aili i= a ce) | | | \oQ™— | | | | } | | Y — | | || = 4 | l — a ~~ | | P { LJ = e 1 1. | ; ss ‘BUILDING = 4 [_ ___| er eee oe > iii i —1} {& fe — ~ ENTRANCE |_| ne PP UudU RR Ge) XJ 1 la : — << oil 7 | = | an A) cB : iB 3 ppt | . Sil - ATF EL 18.00") EXISTING og | 2 Aon || NI Feo} | yi | | | h st ~ 4 | po ! ___ ; oo / z 71 -- / CASENENT * CuuveRT- iN TO OUTTN — : 2 Ws | | QO w)| ~ A} | 12" CMP_OUT | INV. 14.0' I e- ee ee ee a en Yr | | =" SD -JUNCT 1 ON_ BOX ~7 |, INV. 14.0°\ | os fe teat | > S| 1 NV 12"0UT 10.82 | \ ps UL 7 iy | — | an _ i WY , | | GROUP <8) fe Kx = = 1B - e iho g | 1| eee —— _ - FF x | oe — oty,——_—— — = , - yy | | Yy | | C HEAL T H D + _euper 450. CH Gey, 5 ES gaa <| 5 YU yy —— ) WY | | | i = | / | a 24( — N 89° 35' 25" E __———]| | | — | a | Th oi a P| = EXIST ME ay HW | (7 -= 7 a a § OFFICE BUILDING } r — | || | | | 4 BOEING T/F EL. 18. | | a | | | . ] | 7 boy INV. 12"(E) 10.28 | || Py | | Pid dL yy | FIN. FLR. EL. 21.90 P Pid | athe COMPUTER INV. 12"(S) 9.93. 4 OUTFALL CON —- eed 10,'_ UNDERGROUND SERVICES | | STRUCTURE | | ee ELECTRICAL EASE NI, CB CB OIL/WATER CB | |[-—— aa i T/F EL.18.00' M22. GRASS in} i TF EL.18.00' SEPARATOR T/F 6L18.00: | — at : | | veel PE ULL TT ETP TSC | Pte |E = ALL ie @) L__]} ‘| i | = 10' UNDERGROUND = _ “< ] — —— | | | ecrRe osm ' = if ~~ WU eee) poe = TY cap 1 ¥ — —C) a | | Py ! TT oan : T_T FE - Pye dy | | = Sasa st ~ =a ———,, | | | | | Pt | bad - a | Py fof | _y _ CB : Yn); ——F Pe ——| | | ot fo Sears: oo en: ; [T/F EL.18.00' T/F EL Pi \ S| 7 — | Pho] ' ¥ | 1 | T/F BL 18 0 | 7 TI rq J ee | | | L . 0 | | | p | | | u " | | PETEPLLLLLLLLL Bannan Mg LiL est) ||) Fes) a7 : | Yl ——-—— —_— | | | | | : — | | | | <= = = | } | | | | i | | | | | | | | J | | | PETTERS PTT TTT JT oc ioe | | | ; | | | | I | | | | O me | | | CB < e NY 8 ATP ELTB00" ee ee T/F EL1B.00" N ‘T/F FL.18.00' J T/F EL. 18. 00' SY T/F EL.18.00 | 7 od . ; | | N | | | TRAREWEAY c AUTRAMAWOMOT ORO cOAGHONVAORNOMETOY .QQONiTMTONOROEN' sOVQT0RKBN0D ft = ————= : _ 962.90' 49! eee | | | | a é ee . ; | | | | ! —EXIST. 10’ LANDSCAPING STRIP \— PROVIDE 15" HIGH CONC. CURB | ; oof | ) a “AIS TOP OF PAVEMENT EL. (18.5) | | | , i | | eel TOP OF CURB EL. (19.0) | ) EP | | EXIST. MH | i PP | T/F EL. 18.46 | ft — INV. 12°(E) 11.34 VALLEY OFFICE PARK pry gt INV. 12"(W) 11.38 | | INV. 12"(N 11.33 | Pt Poy | —— ii | on cate 1"=40-0" titre STORM DRAINAGE & SAN. SEWER PLAN wo. no. 89-5477 : =r =I ens USTIN =| THE A _CA0) G.5s.24 SHEET C-5 COMPANY auc 04-20-89 owen GS A. RAK CONSULTANTS ARCHITECTS CHKD IND AVE SW, RENTON, WA. issue ENGINEERS CONSTRUCTORS pare XX=XX-89 tocarron 1601 L 5477 STUDY-3 BACKGROUND REV 06-05-89 89-5477.2 RDH WORK REV B 06-05-89 PLANN SA -030-$F OMY OF ReneS JUN 5 1989 RECEIVED 40-20 0 40 8 0 a SCALE: 1"=40'-0" = Y) THE AUSTIN en 460 HOL MES I ow SEATTLE | COMPANY ¥ ONC MON. ELECTRIC > LUMBER Y | «| = | DETAIL (1) | | Oo) : _ u REE ASE | pa re: | (S) 18"SS 18"SS— == u , o= PAVEMENT S wa . i we | | Mt ‘q —s Z Le | | | | | 1027.81' Ty gg 35° 25" £ SW 16TH STREET _ _ _ - = NEW 6° SIDEWALK — 7 NEW CURB . — — & GUTTER «dP Pe an Seer (0) —6' SIDEWALK EASEMENT i gag EXIST ETRE HYDRANT =A ———— — — op Se yy - GAS = SU — —— —_ — —f — — — 12" C|-W—— + —==9°° = FE aryiec OLYMPIC -——-GAS- =~ 4) aE Se Se eae SS SS S080 SS BR SSS oe ; Y | PLPELINE = X | ST ° PUGET POWE CVYLOT CrILOr [AZo DaAaAALL | i P| PELINE —_ _ 1 - aan ay N . : 7 —S (3 O CATOT. FAC TTTURAWNT EXIST \SIDEWALK y ; ~~ 202-87! ——_- ——— 8 - = —— es —_ = eo ——— _ | ‘4 o™ ~ ( 8 ST A L L S ) | 10' — Ly iy ee 30° PUGET POWER EASEMENT [LANDSCAPING | __ Po ee se ay NOT? 22) 58" E | a oe — rascaPT EXIST. POWER POLE > | Va EXIST. CONC. CURB rd Oe a ! 140' LANDSCAPING EASEMENT — : : En On Oe is aaa —— Noy cast, 6 cow-++——te—_] TITTY secret tiie EL UUTTTTTTTTTTTTTTTTTUBITTTEEELTTTTTTTTTTTTTTTL, Sa |p) / S| DEWALK db = ee —10' UNDERGROUND | | | si | — —| | a 7, — ELECTRICAL EASEMENT 7] | | | | | —-— a LC —— —}| |S 3} |-— : cn J — ia | | | DETAIL (3 | a —]} Je ~| | | | | | | — LET Typ. SIDEWALK C—7|C-9 i E =n tre WA sity ee ee ee a | : —] | + PUGET POWER +} “1 }— ©) @ oS sj If BT er q | = SE Sk eSTATION ULL EEE il Se > S| <{ a = 5 ; _ _ BUILDING — | | ian ; | ae ee i —|} | > | NC to - He _ 2 z| | {| | 2 = . eS a i | i ne an — : | ' | F | | =. 3 . _ ORR NAGE — : | i | COURT YARD ! — z Ww | | GROUP < x = = 6 __| x¥—__%__%___x__-x 4 ) 1 — N t | ; ft ——— HE | ee i | | Se) } {# foe TP — | 240.17" = N 89° 35" 25" EL iT | | ty ae ii i; 4 | | i ? eee oF ae: 5 ae —" _ i OFFICE BUILDING diy 2s | STP | E FIs. FAR. SL. 21.20 : |) 1) 4 | BOEING Hite a a & a IT | na COMPUTER | Fi : ELECTRICAL EASE SERVICES | 2 = i he as | LA N D S C A P | NG = Pres] i | LL L EE | | aint LER — Th m TANDSCAPING —— ) ce 7 | [| | ‘ | a T CL —_ és 196.0 qh | A — 1 i WALK | al | | Wie ya | LLU) LLL = Hed eae NEW 24'| ACCESS ! | , — —— . , . = . = : : — i Tt | cele NE imma oS PS Se ol ity | + ~ eT 3 L | lay i * SEES | ! ti? | ni , LNEW|24'|ACCESS DRIVE | i se eee ee ——————__|-——_—____ +. ~ ill S _~ wey) “ i ETAIL 2 -— 9p J EXIST. 10° LANDSCAPING STRIP S ! i ) “a CUT C7|C>9 OTT pas ze oe ee mapa TP ig> co c co ce C VALLEY OFFICE PARK () CO Coy! i] i || | ni EXISTING 24° ! | || | | ACCESS DRIVE dy I | | [ | oad ig 25 30 ‘abies DATE REVISION BY CHKD DATE "REVISION BY CHKD THE AUSTIN scale 1"=40-0" tine OFF-SITE | MPROVE MENT | wo. No. 89-5477 , COMPANY 7 5570-8 OWNER G : S A. SHEET C—/ CONSULTANTS ARCHITECTS AO SD cory 1601 LIND AVE SW, RENTON, WA. issu a 89-5477 .2 2A-030-89 JUN 5 1999 “S$ Ma x | TS >." él TY $17 /R\ SECTION el aero {7 iz -O { | (2 SECTION Ab) ly" =l-o" 40 20 =—0 40) 80 ) SCALE: 1"=40'-0" ce. SECTION Ya =f o" JW \Y (ere) NS 4 SS E © | @ ® SL T Or I G e s NR LN | x \ et : S: < \ AW | he NE S E WX ax >< St >< < > SS OR S ee om AN A S x Th an n a l Pe t a , Va r . VK eM NU S Y _ A N A R S a hd \ rH WR BE | ( @ {l e eo 6 a > . ae s / , 4 ~~ OX xX A/ y, Fa : <= : na t e | | JL +I Ca N UE LA T ~~ N No u t RS Q D U L L L e e * ne x >K * PUaeT fPonee * ZURSTATION x x x > x * x *K CBAC CRW SSA ee Babe CRY | Far a CB- BY oa « LLIN @ @® } @ % > mm it: OLITRUC CLI CORA @ NBER PS BASS NEA q SEE NNN an SOQ Qazzeg RE ss Y yj Y Y a Pe <— t —S A Se ~{ ae z s Ly << Sy KG . GQ TeecAce OPFICE BUILDING Ss! oY, Z P ] i lr i ee > 7 % , ( ) _ ice oF : Pd Terence | Kai | | Sh Bad —Gehose>d | , 2G may Oa Y, Al VOM KKK SK, : 5 | 15 (0) Ee O8SEe HL ORRAGTON 1 SO MMLORAT AX. . | i | & | | Se BTTTTTT br ebb ‘| me EZ | A | | (2) Ei ae BI A [ceeeeene NAPEAAAHOABERANE Beeeee) ‘ dt ,2 Rg ; ff P/ / 7 v 7 tf . git | BL SAG) AEWAZE?: ao M@Gn@ZAG| ain iS ER THA ) a | N4 Ply t | | | | | | ae + ° TdT KA = = ; To a , ; - x | | | RY ISL. CN + VA + VA AN PARE LRRL LAT + EOIN TY t PATIL TA DOS ABI OD OID ERIE IE OOD BDL APD | | | PY | wine * —_ Ke | sm | SiR LAND CAPPING SHRUB _& GROUND COVERS TREE LEGEND ~ | | | Toye SITE AREA ! =z $6%,330.00 fF xx LAWN (@) 5 INE ORK — 4"CALIPER | Poll aH ToTaL BEca'D. LANDScAPING = 76,068.02 ©. Ly aaa ae | | | ACTUAL LAaNpecapiNG ABzEA 2 24,108.90 2m C22 tote meee Ui si /, ROUND COVER a | Poy r ! PEZIMETER LANDpoctPiIG AREA =z Zi,!||.09 Sr _— SWEET GUM - 2 1/2"-3" CALIPER Z L ! INTEHOR lANDScpPiING AREA 5 £3,f£54.910 OF aeeceeee FLOWERING SHRUBS I | | | | 2? WiLDLIiPe eNHANceMeNnT sees 2 1,4U4,.00 OF — CONIFERS - CEDAR/CYPRESS/RINE - 5' TO B' ty | 7 fo oN") EVERGREEN SHUBS (UNDER TREES) PPh + ( >} KWANZEN CHERRY - 6" TO 8 > = = (©) RED MAPLE - 8' TO 10' NOTES Dare bivadh iar’ BY ij de —_— BY CHD THE AUSTIN SCALE TITLE LANDSCAP | NG PLAN W.O. NO. 89-5477 7 , COMPANY oaTE omer G-S.A. sweets L— 1 * CHKD ENGINEERS constaaerors DATE LOCATION 1601 LI Nd AVE SW, RENTON » WA. issue . — . —— ——— — @ . 5477 STUDY-3 BACKGROUND REV 06-02-89 SA -030-84 f sc a r t NO OO ieseaie Te - e __NOTES & - ee WALL TYPES ogg mae ay | | ‘ “Gy [~ iW DN i wR ” \ T Pray ! - - a a —s oN om yo Tan yo ts Ci) eR ora STUDS @ 16" 0.C:. FLOOR TO UNDERSIDE OF ROOF. | ! } | | | —§ BD r 7 | cf QO (QQ) DECK W/TWO LAYERS 5/8 TYPE *X" G.W.B. ON STAIRWAY | a, EL ae, ed ae \ ae, oT Ey SIDE, AND ONE LAYER OF (1%) FIRE-SHEILD SHAFTLINER | | | | | WALL AT MECH. SHAFT SIDE. aoe : | - | | | Cop 6" x 20 GA. CAVITY SHAFTWALL C-H STUDS @ 16” 0.C. : | : | | | FLOOR TO. UNDERSIDE OF ROOF DECK W/TWO LAYERS: 5/8” A 6/0" 94/-0" 32'-0° 8-0" | | : TYPE “X" G.W.B. ON ONE SIDE AND ONE LAYER OF (1 See fo | | ! FERE--SHEILD SHAFTLINER WALL AT SHAFT SIDE. fo AY an Kn CAEL T IAC TVA rm 1} ary | (3p 4" x 20 GA. CAVITY SHAFTWALL. C-H STUDS @ 16" 0 FLOOR TO UNDERSIDE OF DECK W/TWO LAYERS 5/8* 7 *X" G.W.8. ON FINISHED SIDE AND ONE LAYER OF ( — ? C ae 4 nae 2 | —— SSS = —<—s ro : } | i } rr yr Vom © ee aon = i I | F Pi RE-SHE TL =~ rrye 1} | t : Hl . sJtet Le a |i) ee ee Gap 4" x 20 GA. CAVITY SHAFTWALL C-H STUDS @ 16" 0.C. Ps - FLOOR TO UNDERSIDE OF DECK W/ONE LAYER 5/8" TYPE <b "X’ G.W.B. ON FINISHED SIDE AND ONE LAYER OF (1) F(RE-SHEILD SHAFTLINER WALL. AT SHAFT SIDE. ; ae a - BO a ee ‘ (4 3 5/8” x 20 GA. STUDS @ 16" 0.C. FLOOR TO UNDERSIDE [ex Seles clipes cemeelicees ereceocnees cmaectel ceeeeaeiee’ eommcere j——4 ~~ «4 | ; ~ = ay cee COC £ for 7 - oy y VAI pa Cun | y, i | TI | | | in _— | Y ia UF OLCK W/IWO- LAYERS £/8" TYPE “X" G.W.B. EA. SIDE. Pa i ian te r | - 7 ana farce ho tes — | eins een = Z \ ; | _ Pp ini ia CU ee ee A / ee a i ura 3 sie oe . — 1 aoa ne ne en eee i I eee i | A yy Gap 3.5/8" » 20 GA. STUDS @ 20° '0.C. FLOOR TO HARDCAP | | i ~~ — OC Pl pare rt STM A IC = Ww J -- ~ ~~ | a i mH TA | | CEILING W/TWO LAYERS 5/8” TYPE “X” G.W.B. EA. SIDE. | | ~ : | | = —~ -~—} f 1 = | | re : } r _« | oop 9/8" x 20 GA. STUDS @ 16% 0.C. FLOOR TO UNDERSIDE F DECK W/ONE LAYER 5/8” T¥PE “X*-G.W.B. EA. SIDER CE CN TLDS @ 16" O.€. FLOOR TO UNDERS | DE YER 5/8” TYPE "X” G.W.B. EA. SIDE. "O70. FLOOR TO-6*.. ABOVE AYER WB. EA: SIDE, -PROVIDE cD G.W.B. @ BATHROOM INTERIOR WALLS. 64 ° - 5 ” " —_ | 4 | | | L. | pe t : 8 . ©! / é ; : 2 an DAA Tha I Gap J 5/8 x 2O°GA. STul rs cori ine W/ONE | AYER CEILING Wy ONE LAYER ie | MOISTURE TREAT 10 0 ' - 2 ° /8" x 20 GA. METAL STUDS @ 16% 0.C. FLOOR TO 6” ! 5 ~ | | i | E CEILING W/ONE LAYER -5/8* TYPE ”X” G.W.B. ee tft py EASING ; i | i* FINISH SIDE. PROVIDE MOISTURE TREATED G.W.B. @ | nt | | n | | if oe i hy “EET ( tality ry | Cc Lo +f. 4 7 {+ = | ian beh Tor] 76) bein Pe) tf | | BATHROOM INTERIOR WALLS. | al oe | a _— _ : a | | tif} jj | ; | | | | | = | | 2e= SCTE ee f ra < i - | at {1 | Jt : LA 7 escai z | . Roe | r —_ S\ a | i ct —\ M5 I ol i Aj : | | | 5 \ \ 2 | = | NY > bs | ~ , . ay, ) : = dX /1 “4 co | Be | i 7 \ r | — | ¢ | | a (706 } ae G0 | {| N | cy <a ‘E B Nt | 93 < o [— . 4 » ) t (3 ' ‘i ) ye tt : et i | | CORR ! DOR RRO | J : | | / & | : (106) an} | <cT- | | . | i | {| i | ~» : A-15 79) ~ ; I | i | | | ae 7 . | Lise | | ! ‘. ] * « is 6 0 23 ] a o | tt ) | | | | | Oo | } | | 42 ° -U F r | \ a KL 47 ; / bo f { eS | Rtn a) | S ~ | I. ie DARK! i ASE A a 5 z | t | a < ‘ h SA i . CD —- = : } cn [118 (12 1 | i 3 @ 24 ' ° - 0 " r 9 c | | | . | | L | E L J m a ( > a a} os seceatet ay ici aaa oi ss namic — 2 a : re “ Saosin sees aos eae sips aera a ess pa a a mn tn ni i a i ee ee ee . -~ D 2’'-2". 20-3" 1-9" —250'-4" | pi '-9" _/ @ 52'-0%=224 "0" — _ - ~ = = = — z = = - seeesem ses eerie i san see SS & ss as eee es = = Seo etnies scien iat alateaine Ss SoS aie ates ee See ee Site ees te SS eee i a a a a a rt ‘ | 2620 ! , , mes AN CROUND FLOOR PLAN 1 |s N SCALE: 1/8°=1’-0’ - HM CHESTER SIT STATE OF WASHINGTON NOTES a DATE REVISION BY CHKD DATE REVISION BY CHKD | : a FA , TH E AUSTIN SCALE 1/1 6’ =] ‘—O*TITLE GROUND FLOOR PLAN w.O, NO. 89-5477 . | | | BY F | a ve SE | COM PANY DATE eae OWNER ~ G.S.A. | SHEET A 1 ; , ——— —— : CONSULTANTS ARCHITECTS — SET LOCATION 1601 Lind Ave. o.W., Renton, WA _ LSSUE 5-22-89 ISSUE FOR BLDG PERMIT | a | ENGINEERS CONSTRUCTORS DATE = PL N G - D al he : Sa i h c g r e m i a sh = lia s > gr ca as Pee Oe : : | = = | = = | [. c ° F N - 4 _ ‘ i | . 5 A = = - = , 7 : - : j ? 2 cs | 7 | 7 | if | ! | A | | JM | % i i ij | angi Omani dene ) a Ul | |= Sooo a a a | pets . th sali isha secon abe, sae ‘ nt = ea rere ere | pa ne te eee! . ca 7+ (oe rr oe | ane | A L . ca pisses = eo i | | j | | | | | | 7 | | | | : | | CURTAIN a r | ——} a | ’ OW | T ——T | wae PT] Pe tT tt PT | | aa S| eee tT Ed plan des | _ rt | , | | | | | — SYSTEM: | ) | | | ao | ) | ) | | Fe | Pop ot : SYSTEM: ft | | r | bof ot bof | , | | | i — i! | | | po | Lf {| ot | —_— nti ane Sees Py yy LO PR ER | pel ete SH ot Pune | srasenf g | ae ose See a ESR | VISION 7 seat = | on = . dies pe a ee pa : Z —— oa t { G De e l = ae ao }- — — - — — - V | S | ON Deepest rates EE ES 7 | —< GLASS eT TTT TT TT on rT rT otfe> ! } i \ | j S PA N OR E LC | | GLASS FS L sc c c i e e c a a a a e = = —— — — = si n i = SPANDREL GLASS b an EE ————————————— == ——— a * sp a |p| 4 ay \ fod | oie er as ea = | ia) Vie may i fs El Po tp ae a ie (os ee aa EXTERIOR INSULATION | | 4 Z | | | | ‘ | 7 EXTERIOR INSULATION FINISH SYSTEM [> | | FINISH SYSTEM (AN opp i { 4 } { H | 7 | | | | | | | _y | | | | f | p/ ist , ae \ | 1 ee +4 H- 4 Ne ph af ft 4 yl y ) posses | on “ Poh ie, . j | ; | ie L I i . } _ i : _i L LS . I — al | i i i _—— me 4 4 BY f \ ‘ ~~ — — 1 4 bes cee \ % e 2 | | | | | } | ! | | | | | 3 Ae 772'.0" ae: ee Bee oe OE | | - | | | ALUM. WE. ee | | : rr ! ~ ALUM CURTAIN | | ! fy | | ! = — CURTAIN WALL | on [| | | | | | . Ve ~ WALL SYSTEM: SYSTEM: | VISION | | GLASS VISION GLASS | | | i : | or — - . | - | a 7 att ue ; ¢ F SPANDREL ee ie ee > SPANDREL_| . = fo ng GLASS Za - | =a GLASS > . 0 =p ee : “Tyo | | | LN eS Not | | l | - : oem 2 eB ~ \ \ _ —_—— : oe ws 2 A Put. FF Sr os = ———————— a SS —— SS = . .* | ne 6 | { eo ca et ean ar HRA _ abate o—~ aabpeeeeres aad a eee a 7 {1 | | 4 f = | = . i Ly es = | aap. Fue Fr } ‘ ! bof i 1 1 | i M2 | chu ae I Berenion feed T QR IN ation EXTERIOR INSUL FINISH SYSTEM FINISH SYSTEM - * sz. es a art ered ae a lial DATE REVISION BY CHKD DATE | "REVISION , BY _CHKD SCALE - TITLE ILDING ELE VATIONS _ i THE AUSTIN = ce 3 COM PANY DATE OWNER G.S.A. . : - icin aa, sak Soumueranrs _ancuirecrs Sr oareef§01 Lind Ave. S.W.. Renton, WA: 3 05-22-88 ISSUE FOR BLDG. PERMIT TELEDYNE POST N 13363 i LONGACRES INDUSTRIAL PARK M-P BOX CULVERTS LIMITED ACCRESS FREEWAY SW AUSTIN COMPANY L AV E PO W E L T6TH ST JL —} Le = r) = LONGACRES B-1 mv A N SEATTLE HOLMES LUMBER ELECTRIC M-P - 77 BUGET POWER a “| SUBSTATION GROUP HEALTH CO-—OPERAT 1 VE PROPOSED OFFICE | BUILDING RA Y M O N D AV E SW VALLEY OFFICE PARK O-P DEL BENNETT O-P | | BETA—WEST LOT 4 LOT 3 O-P es HOL | DAY — ne ee an O | + L —Y a ; SW_19TH ST RENT ON LEGAL DESCRIPT1ON 200 100 0 . 200 400 a a SCALE: 1"=200'-0" | NN CITY OF RENTON STORM WATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. ho ALL CONSTRUCTION SHALL BE 1N ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSRUCT!ON" PREPARED BY W.S.D.0.T., AND THE AMERICAN PUBLIC WORKS ASSOCAT!ION CAPWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATIONS FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. i A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 1S IN PROGRESS. Cn 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. (e p ) ALL SEDIMENTATION/EROS!ON FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION 1S COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTTON/DETENTION FACILITIES MUST BE INSTALLED AND iN OPERATION PRIOR TO OR IN CONJUCTION WITH ALL CONSTRUCT ION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. SEED VAY" BE A@PLiEO BY HYDROSEEDING. THE GRASS SEED E, OcR THAN arf % OF RENTON APPROVED STANDARD MIXES, THE DEPARTMENT OF PUBLiG WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION !N 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 ATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENT!RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNFORMILY DENSE UNYIELDING BASE. ALL PIPE BEDD!NG SHALL BE APWA CLASS 'C', WITH THE EXCEPTION OF P.V.C. PIPE. ALL TRENCH BACKFILL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL EMBEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE. 10. GALVANIZED STEEL’ PiPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILYTIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE : SPRING LINE OF ANY STROM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BAS!N GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THRU EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 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" /30%-40% PASSING; AND ~-2" ROCK/10%-20% PASSING. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED an PARCEL "A" LOIS 2 AND 3 OF VALLEY OFFICE AND INDUSTRIAL PARK-SUBDIVISION No. 1, SRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO. THE CCORD || E SHORT PLAT RECORDED UNDER KING COUNTY CITY OF RENTON UPON COMPLETION DING No 8002269013; , aie a Se eee ON A OEthe RECORDED BWDER EECOMMING "CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONT/NUING CLI PURFOS ULLUS RECL NOC! YORU ING 0070704464 , IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHYNGTON. AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. ST VA L L E Y RO A D PARCEL "B" : 1 OF VALLEY OFFICE AND INDUSTRIAL PARK-SUBDIVISION No. 1, SAFTEY OF THE PUBLIC, AND TO PROTECT PROPERTY !N CONNECT! ON RDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY 8002269013; ‘ WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT 240.06 FEET THEREOF; . PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT T THAT PORTION CONVEYED TO THE CITY OF RENTON PURPOSES BY DEED RECORDED UNDER RECORDING No .7907230679; __ CE A TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTITLIY. AN ACCURATELY DIMENSIONED CERTIFIED AS ‘BUILT ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE Yn DEEDS REC SEDER. EGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM 8008200077 AND 8202160594, SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCT! ONING 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFTEY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND, ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE HEALTH, WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL OF PUBL!C WORKS. ALL SECTIONS OF W.S.D.0.T. STANDARD SPECIFICATIONS 1-01-23, TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT O-P | al | || | CHKD NOTES BY CHKD DATE BY THE AUSTIN COMPANY THE CITY OF RENTON, COUNTY OF KING STATE OF WASHINGTON. LOCATION |S WITHIN THE AQUIFER PROTECTION AREA. scare 1"=200-0" tine WICINITY MAP w.0. No. 89-5477 CADD 03-03-89 owner G . S A. SHEET C—1 ARCHITECTS RAK CONSULTANTS 04-13-89 LOCATION SW 16TH STREET , RENTON, WA. issue ENGINEERS CONSTRUCTORS RHH WORK REV A 04-13-89 NUNS Sht-030-€9 PANE RENTON a ea n a n e i n n e n a t a i e a 40 20 0 40 80 > ee ' y SCALE:1"=40'-0" 4 WEST 174 COR. . : ‘qustin) | PSS f ANY Fy SECTION 19-25-5 HOLMES ELECTRIC > SEATTLE LUMBER F A “ / ; LW | Z KS | : us | | eae | | VY) , a a (20.58h 22.06) (22.9) : cs: @ 4477) 49-92) f . (17.00)! ; ae SW 16T ~s ST RE E T 1027.81' - N 89° 35° 25" E a _ | / | . LZ a . _< ; oe , U — — — | % i - ~ ee ee eg ye a SIR ee (16.69) o\ OOF.§P pa Se _ (20.05) (20.03) Se -_ » (16.87) (16.71) (16.98) ep Z | J af NY a a = / —____—. . | 4 \ ae Oe | a _ | : S so) (/ \ ——10' EASEMENT ers ates! soso a ° ' uN Q) =~ <= aT —o— 240. 7 N 89° 35° 25 SS ——— | , a a eee : : — 54 — Se = ' ~ ce POWER i : = —r_ 9-0 N 01° 22' 58€ ae __ 412.99 \— — fo 2 ¥ — os ens | J — a TT J | %, b ¢ 2 P ~ CONC. CURB |_| ct 10' EASEMENTS ! — ~K, v at ids / 6' CONC. SIDEWALK -+- LV Y _ é , 7A (117.40) f| ( a 19.75 ‘ \ | ee a / (| [ “. | : T/F 18.25 / , / x a vue LJ = " (9) rc) [=] © ig oa * PUGET POWER ‘ | SUBSTATION | hs * r-) © 4 Lij - \° = ; 18.68) (18.29 > 5 | BUILDING]| , 8.00217 =_— <Q 2 e | ~~ | - 5 L ENTRANCE LI } V & | T/F 18.0 | —_— < —_—— 2 = ! > QO - ne 4 rd = \ mo Sig gi ee ae eG mie k 12" CONC. 1 i) ff Mh wy \ i. 75 | Y oO co / CULVERT IN it Y \ aan | 2 | > re ~ : Cn ee ies Ss = D a f _ | oe <¢ HEALTH a ed (eS) | \ or ie) Ay) S Fie aan EAA NE | c 6 a 2 ; pee 5 icaniearangibe ae cca ) i , a . | 7 i ee —— \ | \ (18 .307-+; (118.68) © Wasa Wait 19.077 OFF 1CE BUILDING | SNI9.29 I e-s07' 17.99 BOEING 2 FIN. FLR. EL\ 21.50 l \ / iw J NG 180 = | \ \/ 1 | io eabeven COMPUTER | ; a |\ \ \ | SERVICES | 7 \ \ yN SHINV. 12.30 Oo . | a \ 4 | 10' EASEMENT = i: \ / ‘ 1% ee | ~ \ / i) / 19.50 > 19.50 \ Z | —_-. (H) : | | LA (18.36) | 18.2508 a L ii ee __ i ee N, __ a | N | a ow | | ho i . \ , TF + L | al l : | 1B = } ae 18.50 ~s . | ‘\ / *. ” ae in i . eae oo \ KL ee a — : A -— -- = —-- LV T/F 18.0 T/F_ 18.0 — T/F 18.0 | \ /- ss 7 ~~ , Lo ~ : T/E 18.0 | ; T/E“18.0 18.75 —— 18.50 ~-__ 18.75 18.50 —__ 18.75 | 18.50 e 18.75 - 18.50 > ~~ J (17.64) ~~ YG / NY / — C17..9 _ — \ ae _ __ , __ _. _ | — NG7.70) (17.707 962.90' — N 89° 49° O01" W \C17.60) — \C7.60) \ \C17.70) \ (17.80) Gis FROSION CONTROL NOTES: VALLEY OFFICE PARK EXIST. 10° LANDSCAPING STRIP \\ priovane’ 15 win Conic. Cie | TOP OF PAVEMENT EL. (18.5) | R D AREAS OF VEGETATION PRESERVATION 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON 5." IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE TOP OF CURB EL. (19.0) a | } AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET Bees Me eet AREAS. MIST SR AE ei STABILIBED. aan FIELD AND OBSERVED DURING CONSTRUCT ION. ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND SE EO eee ie aT ee ae eD eeOSten UNEXPCETED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL Seer eee et eee APR NEAR’ TN QUESTION | 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES ee eee ee ee OeDrEBLe ONY DURING THE MONTHS IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCT | ON WILL BE NECESSARY TO (NSURE COMPLETE SILTATION CONTROL ON THE BE eee ec eee ee SEDING GAY. PROCEED, | TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE Te a eee SE ee Ne MN MATTE, , DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL_BE BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO NE ee ee eee Te a eee vie Og OIER i MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS , SNe a ee ee eNO earON OUTSIDE THE : CLEARING AND/OR CONSTRUCTION 1S COMPLETED AND POTENTIAL FOR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ree FRED BF TON, ST ESO Ms SE, HCHO, ARIES. SSE MN Lice LI Oe CEE ie i 3 REPLACEMENT ,AND ADDITIONS TO EROS! ON/SED| | | CSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. ) DRAINAGE SYSTEM. seep stort: Se ee ee ice ik MINIMA OF 3 ba | SE eee eg ant querenyion 3 24 gi9 mae Rear totes eee | 7. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30'X 50'X 8" OF 4~ TO 6- es DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS : . ; : : INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR ‘| 25 T 30 meee INGRESS AND EGRESS TO THE CONSTRUCT ION SITE. : A NOTES DATE REVIS1ON BY CHKD DATE REV1S1ON BY CHKD cca A eADO" atte GRADING PLAN oe ae 89-5477 THE AUSTIN sy CAD | ae Se COMPANY pate 03-30-89 omen _G.D A. very Crs | e CONSULTANTS ARCHITECTS cuco__RAK T T. RENTON. WA | eis 40 20 0 40 80 = ee eee m7 SCALE: 1"=40'-0" j = | — WEST 1/4 COR. Lg ay N oe SECTION 19- -23-5 HOLMES ELECTRIC > SEATTLE LUMBER } | ! a <1 nee + | 7 z | > PROPOSED. 24 . g ; ACCESS DRIV nec — 18"SS + 0 L4 | 5H res |i }— 195 29a -——# = | | SW TOTH STREET 1027.81' - N 89° 35° 25" E _ — _ _ - , - - - i — — _ — + OLYMPIC 12" C1 —-W 6' SIDEWALK— a ee ey el | gas-—— L- ©) _ — gag EXIST. FIRE HYDRANT —>. PIPELINE ——\ ——/—-— ——— — _».—- — — — — 8 PE SN 4 = —— CAS <= er et SS 12"C1-W — OLYMPIC OLYMPIC ~~ GAS= = pn] yn eS SS ee SS ———— =. a Sw , _ re PIPELINE PIPELINE SS | 6s = -7 ? 240.17 N 89° 35° 25" L—_EXIST. PUGET POWER Mi | pO EASEMENT a __EXIST._FIRE_HYDRANT EXISTL |SIDEWALK }A~T of 7 4oree oats — T | _ 44 So Tw = eee EC ~ EXIST” POWER POLE | Shey ta (0 a NDSCAPI NG po HE 50' - N O19 22' 58" E t1Z.09 7 | (S 30' PUGET POWER EASEMENT | LANDS _ + | ps. = N _ CENOSCAPTNG | SO SS cone tte TT TTA TTA I | TT | TT TTT TTT TL / Sc us MeL LITTTTTITIT TTT L< S| DEWALK i | a —_ | n” ———— ee! by ; Lu —— | a * x x x x a — a) | IL _j IL J we L a oe) a J a a [| | | a — — — — a “N N — —— > >K ° a _ lw > | | __ S | zon oo ? pte oO ~ fa — ° A u| || 2b —| + PUGET POWER + 87/h— S Y mnpicar (9) ll 2 | D <f a - . ] N ie , | SUBSTATION | 3,/|R TTS | | a foe} | nr = — aw | 7 S = . < > ro fT BUILDING _ | | z! Coie | — ~ x * Em — — ENTRANCE ) (a) — > 2 ! | = — S| -— Fea t= one = Zz “| on — * x > =A] 1 G=2 eee Y) 60 SS wae 1 Ox oo g all |E =i IE SE |e Wee SLi = | ot tae ‘(ee WN dt eldlll 2 GROUP ~ ~~ ay x %- % * + N Ea 2 —— che “ | S| DEWALK —— = a >= __| = Toll | —j| 2 I ein 240.17! - N 89° 35' 25" E | $ [| — | | 1 2 a ees D _ (ea) = = \_ — ST => 2 ln OFFICE BUILDING tld Z = ib ol |i | -—— - < |}— i | MAIN LEVEL FIN. FLR. EL. 21.50 | Lp! | y eid ST WR 0 C ooo ee | _ —— STITT een : iW— = / | I [ 7 [ ] | Fs | _— COMPUTER a WATER METER | — | & 600 | | a . 3" COMPOUND — a Lu | |-— | | p ] wy sa | —_ = | ; Ee SS | ! NV , 10' EASEMENT|_| , /\4") BYPAS — t 5 } -—- =< iv on Na | pee : — LANDSCAPING — —_ is: | | | — ! nic f . L pee —— {H) | | | | | | | | ! a \ PE Ey i j nee | L w somes | | | 7 Ne ere | | PROPOSED a 6" FIRE HYDRANT 6"X 1" DOUBLE DETECTOR \ ve 105' —— l 6' SIDEWALK a 7 : S| ABPRO ecb WiTH ") : A eememmerenerE 1 ne HL DURRRRAOOGRRRREGURRRRROGREEE LL LAS ART oetl peices = feat uaa, stone ore 2a | Y | CTT HATE MTT Tt TTT ma | NM noedseo be ACCESS DRIVE \\ | [AL L i: | | - prone ee b | <— Z — - PP FLLLLLLLL LLLP | | maT iis es —— +, ° | 962.90' - N 80° 49' O1" W o Et a a et oe _ = | | | exist. 10"WM STUB Z | | KE , AT PROPERTY LINE —EXIST. 10' LANDSCAPING STRIP | L y | EXISTING 24° | SEXIST. 10""WM EXISTING 24° | | ! | | ACCESS DRIVE e —— + —— —>d — — ACCESS DRIVE a f 1 | VALLEY OFFICE PARK PELL EXISTING 24: | SITE PARKING | ACCESS DRIVE | TOTAL PARKING PROVIDED = 853 ( | TOTAL PARKING REQ'D = 758 FULL SE = 497 HANDICAP = cay Nba SECURED = 8 257 30 , COMPACT = 340 . DATE REVISION BY CHKD DATE | REVISION BY CHKD THE AUSTIN scare 1°=4020". . rene SITE PLAN wo wo: - 8955937 ie sy _CADD ok ; : COMPANY pate 03-30-89 owner G.S.A. 3 | SHEET C-2 CONSULTANTS ARCHITECTS cHKD __RAK 4 ENGINEERS CONSTRUCTORS pare XX=KX-89 ocatin SW 16TH STREET , RENTON, WA . issue | _ : 3 : 95477, 1 BACKGROUND REV 04-03-69 es gies | | an Waaie oem t 3 89-5477.1 RHH Nu ee : 4AD20-F4 CITY OF RENTO ) MAR 2 2 ise9 40 20 0 40 80 = a "amma Y) SCALE: 1"=40'-0" WEST 1/4 COR. | ou | j THE AUSTIN. SECTION 19-23-5 HOLMES ELECTRIC | > | SEATTLE LUMBER COMPANY | ¥ CONC. MON. | | / | | < | oe | fS) L-————-+4———~-+ a | | | | | 2 a | ee eee Dee eee Lud eI | YN '81' — N 89° 35' 25" E 7 - _ _ - _ 7 Zz ey, | SW_16TH STREET 1027.8 = 7 PROPOSED = = . - / — 6' SIDEWALK | S a / ——10' EASEMENT ° i" a / oO - KK QR 240.17" N 89° 35' 25" E~ | i —— —_ —— — & ia TEP KX NOX 20% 8 PacY ae We tS AKX BO | : . NK a L~ RY ESE rs OC ee 4 ana? NS . 4 ee YY WW A + +} — - - } Phe BES DOA AX ove Fooo. aes AOS LIL oe ———— , - it. LP OLD OD ODPL DIDO AL LL Le hE / — norte - ed ——10' EASEMENTS a : EXIST. CONC. CURB HR on ———— ee DEODAR CEDAR ~~ Py" EXIST. 6' CONC>+~ abs oo ANZAN CHERRY-—~. RED MAPLE , \ 7’ 10 8° H | S| DEWALK | x ve ji CAL » ~ ‘= ROCKSPRAY RHODODENDRON-“ | | yieee 4 # ‘— RHODODENDRON COTONEASTER 15" TO 18" x (+) l a 19" TO 18° (TYPICAL) FF | | | | : ne | _ PROPOSED | x PN V/, : —— 6' SIDEWALK | : (A RHODODENDRON ——- a KWANZAN y~ JAPANESE ,~GROUND manta 4 Lis = we . en / SNOWDROP —/ COVER JAPANESE PIN OK IZ EOK Sh RY e | 2" CAL Gy) / 2) 6' H AUTUMN SNOMDROP (9) \ >" CAL GZ > ‘ - | we *x * K's f Van ~ \ x - - ST Bd bed SUBSTATION | C / / CHERRY | Bod Ll AN ran Co) x a‘ _ | / 4 -1/2"CAL es VA ARPS) czalcha LiJ ~ ey GROUND — \ an a Sa ae ea If BUI IDI NG] ee oo - . Y ANS M4 => | a s+ Ss (> | COVER s 7 (ey) ( e} \ ENT RANCE | A. (@) r ow odect ® 7 Cn) Z SL ; sti a aa SP | A) iA ry = © J | Pe ess ly ye 2 = iy OQ | ¥2) |-- GROUND ! Y) | a Z| Ss on K WILDLIFE « a Tn oN | | => | / y a COVER VY l @ 2k (ey 7 TIN OA ENHANCEMENT | | | ES) . LSA | Oe ae od) 2" CAL LANDSCAPING | jag] L 7 > = Mk pax ! * * | an PLANTER | OS <{ | w= 8 iS . | yd 1 | Bool LANDSCAPE |_| RHODODENDRON — 4/75 i GROUP | <q —--X¥—___X-_—__*&— — AUTUMN —~ 1 iol SHRUBS AND p 1s" TO 18" rs } » Cy | ac Oy FLOWERING w GROUND COVER {¢ no Alb 2 HEALTH | AX CHERRY | DEODAR CEDAR ~ 4 = | DEODAR CEDAR 240. a - — g9° 35' 25" £ 1 172" CAL = iS |?" TO 8' H ; ( ‘ 5 | 9 CY CY t po 4 : | @! PS) ex / 7108" H CIC VKYVAN AR ALLS OFFICE BUILDING / doh 4) LY BOEING | ~ | Ae cy | ¢ FIN. FLR. EL. 21.50 | _-— JAPANESE || ZA 4% ° COMPUTER , atk & bee Hoty LARA | Vs) 07 | = () 18" TO 24" “ \° ‘ ; SERV | CES | 2 _— RHODODENORON Tow i <3 __— ARMSTRONG ps door] | ey, We" TO 18 | 8 iS MAPLE 77 YL P10" EASEMENT AK Sl ORED MAPLE —\ ~ RHODODENDRON DEODAR CEDAR | KA 9" CAL Z Sze! \ / 15" TO 18" | = O 5) PN | | | o _ 10" EASEMENT aa ( ; | ) Y | eu (TYP) * 5 Ng ;° TYP) ! i va — I - IAN a CEEaee amin eam Soe 3 A [50 Op nae 0:9 is I MOCO ee Tho) ee Cs Z ¢ | Z — GROUND me | | -— KWANZAN CHERRY COVER Sv CAL 2" CAL Ys e | KWANZAN CHERRY 2" CAL mi ~RHODODENDRON <q Sd | 2" CAL = & g 45" TO 18" U; wane | BC 7 ee ee Oe o~:) a AX NM | LX |b . ~~~ RHODODENDRON () es by | ed *\ ~~ RHODODENDRON 15" TO 18" RoR 12 © SL | eR 15" TO 18" po | | RHODODENDRON | | 15" TO 18" rae ! RED MAPLE —~ -— RHODODENDRON - DEODAR CEDAR paces i 2" CAL \ 15" TO 18" FS % He sti a = SSS fF J | okt VILRIENVSZ LAs : LLAL ' . | oe 4 | a VALLEY OFFICE PARK | pt || -3 GUYS 120° APART —EXIST. 10' LANDSCAPING STRIP moe “To —~TURNBUCKLE | | | ey Dy 24" = parsed oases STAKES | | a | | | ! a es SITE LANDSCAP1NG | ; Es | Lie. ; asl ; 9 1 ul io { | | | TOPSOIL AND" Ks ye MIN TOTAL SITE AREA = 383,330.00 SQFT . 2-0" oO" OT 4) _ a PEAT BACKFILL == rs TOTAL REQ'D LANDSCAPING = 76,665.60 SQ FT | || TWICE BAL ACTUAL LANDSCAPING AREA = 78,104.60 SQ FT M TAWETERT” PERIMETER LANDSCAPING AREA = 55,621.35 SQ FT SECT] ON /B) INTERIOR LANDSCAPING AREA = 20,949.95 SQ FT SECT | ON (AY 24419 TYPICAL TREE PLANTING DETAIL 2% WILDLIFE ENHANCEMENT AREA = 1533.30 SQ FT SCALE: NONE y) . SCALE: NONE c-41C—4 25730 SCALE: NONE C-2|C- DATE REVISION BY CHKD DATE REVISION BY CHKD scale 1"=40-0" tutte | ANDSCAPING PLAN 0. NO. 89-5477 NOTES THE AUSTIN BY CADD | guny | COMPANY one 03-15-89 omer _G S.A. eet RAK CONSULTANTS ARCHITECTS CHD ; SW 16TH STREET, RENTON, WA. 1 SSUE ENGINEERS CONSTRUCTORS pate _XX=XX—89 LOCATION a o3-8455'1 BAM WORK REV A ae : . re SA 050 - F47 CITY OF RENTON CU ARE | ) +t} --— | | ot rie Fe Awe rr ) | +++ — _ fo “TH ATH Fue. Fe | ee == <= aes — = ST es SSS | ——————— = - ws = z = = > = ~ — - | 77 ils —lleeonerr OE -— — ~ nfl 8 re — ; — N a % 4 T , ’ x sf i N i . VY | | | | | } i i t } } | ! | | | | | . } | | ; | | Pop ho} | Pt ft to fo 4 4 | ; | | | | a — i : | | | ) | ft ; | ot ft | | | | to} tT Zn PLA FP it ZNO PLE. RIP. , = ————— ———— —— = Oo — | | | . — ——————— —— = = —__|— oe : | | —— ————————— a | . | . | ~ | | : ————— ———— TOP i } + = | [| T.2-P: ~ oo ‘| : - SS — : , ee : T' | _ —— i ! i « a a a ~ + em = = a > A ee OS ae Oe oa ee —— > m = : = ————————————}J | | | | oe ~ ~~ erent ™ © { ™ ~ ' = | i i i | | } | | | eo | | = | {i ! | , Jp tf , — , — —— N ( Bi ! | } , . ' T : t + | ' | | \ | | { | _ | | "| | ri T al | | , | | | | | | | * | | —— + a | | \- ~ e | —— — Bt PLERP ae ae no Z | Hy | Pid fl ae | Pt Td tty | ae | : i i i | | i i j — | i | | } i ; | } } | j i 1 , a 4 4TH Fue “dc rae | , . } — — Sea soma oom a — = —— — a EET ATP PE SEED ce ne _— ———— = Seanad - —_ | = | | 17 . @ . -- eal | } | | | | ae | i | j i ; Sep Plea. Pr BEL FURR | ees ee | J oe oo ee os 2 Oo . * T] a | . H | i ‘ } { | i } | | | | | 7 | 6, | | } © | | | | | | _ | | | | v | | | ot | | | | | | _ | | | | | | | . | | | | 4 | | * Z | | i i | 4 3 2No Pe ee | | . i al | | j 1 Lt ZHP FLA ae 4 | | D i re Q | tT a TTT TF TT rT]. rT TTT. } ‘ { < = 4 | -4 H | ; { ¥ — | _ ee ee Sy = = | TSS 7 —— —— ——— — i ——— a —— ——— ————— —————— —— —— ; | = — SS -== —————— ; ee —_ | I- o \ i i Hi | Hi nl | | = | t | | t | D i] ; oe AFD. Pt. FF. a eee ae | ae ee = : \ — ~ ——— 1 , * 5s : EN | WEST ELEVATION SOUTH ELEVATION oe iss _ \y 0 "a c \\ <i Sa \\ 0 /\ \ W.O. NO. - NOTES DATE REVISION BY CHKD DATE REVISION BY CHKD SCALE TITLE LEV, IU LA BAT] THE AUSTIN - , Co M PA ~ Y DATE OWNER , SHEET CONSULTANTS ARCHITECTS CHsP oe — . ENGINEERS CONSTRUCTORS DATE LOCATI TOP OF PARAPET EL. 177: $" PNA EL. 16|°G! 4TH, FLOOR Fel iaee! © 2" FLOOR EL, |3>'G" ZND. FLOOR © EL, lao" GIZOUND FLR. P £L,100'0" | | } | | | C a | 4 . ee te a — | } | 5 —-—_—-———. ——~ _ | ft — | 1) + 4 rT] — ———— | : } l | _ i | | | oi t | ° on | I _ | ft | LPT a ! | | . | | + | | | | | | | | Lo | te {| f Ho} da |. IF | , | | lel le | i ‘fe f : | | | —> [ Lh | _ — on oo __ _l. r — _ i 7" i a ae = : i tt — fs {| | ; | | : F 3 —— _ — = __ ee | 1 ; boi] boyd. | | | i } | | t | | |. y | i | ae | | | | | } = anne carina ee ernie a pee = a a eee =. —— = a = — =— = il UI | ! | | = 2 way cme ee ion cae EEO = caper ae $=5 “ rear << au, Te a + se S qe ee eg fe tT | rT] oP | | EE | || oy A ofoy | I od | * + | \ ‘an 1 | 4 < | > || < > | es a : | |. eo | en | C2 ae a oI Tn ee ~~ | | I ; = en i a ee | L _ st — [tt im ns ee | he a ‘ - .t- t ' “| | | | PTT om | | 1 , kell ~-|> | owed cb eee eeeeerercees cs _ —t i | | _ —_ | aie fe | - ss _ - - = _ [ WA | 1A | BUILDING SECTION SCALE Vo," 5 1." a | | SA-030-89 PLANNING DIVISION! CITY OF RENTON MAR 2 2 1989 : fh NOTES REVISION BY CHKD DATE REVISION BY CHKD THE AUSTIN COMPANY CONSULTANTS ARCHITECTS ENGINEERS CONSTRUCTORS TITLE BUILDING SECTIONS 84-5477 W.O. NO. OWNER A=1D SHEET LOCATION ISSUE ait orate 0-3 BUILDING SECTION SCALE LY Vg" z \'. o" a — a OO 1 \ ‘a - - a, | | | \ \ \ | | TOP OF PARAPET a . _ __ _ - - | 4 - EL, (77'- 8! | | jl | j va OTANI \ TAD, NON NY H INN . ZL / aii Lee m_ AOA \\\VAVa Tn T- 7 NS SNL INZN ZZ | 2 SZ N/T Ih : , | Il = ih a _ i d i - = ue — L i f 3 ue {| | | P| | | | | ae — — | | || || | i Big ft tec ine ee | L ue 0 iz EL. 1G1-G! : tT I T T T T T rr T I T T T t T I Tt f | | al P| Pot | I: 1 | i | | . | | || || | 4th F.00% i Eu | | | EL. 147-G!" vit _s I I i" I I I I I I I i t ci I I 3 i rT | | rT ae il y ee ee es eG ee oe a ee ‘|| | 220. F008 ia [. AE | EL, 1b3-c! I I I I I i T T T T T t T T I I fir en se = - | —t | | Joy ee i. | | ul Bi | I . il i | tt eee |] i | C 2ND. FLO I | ml _ | | | | ii EL. 4c" a a re as See a rl mr jy 2. Tr 2. “Tr I Tt T T I it T T rm. 1 T ; -_ | | i il | ii HT | ql | | | iN | a a in it | MT ry : | | | | ft a | , || roy | |. ia | _ | | me | SPN Pi00R AL | it : Baul th | | | ae ll. Pe tifa | ---L., ~--ii -- |i -_ il, aE os CRE aa 4 a [os Lo Lo a | ata — aoe PLANNING DIVISIC® CITY OF RENT” ID) MAR.2 2 1989 WEG Evo ow SA-030-89 NOTES DATE REVISION BY CHKD DATE REVISION BY CHKD THE AUSTIN COMPANY CONSULTANTS ARCHITECTS ENGINEERS CONSTRUCTORS SCALE TITLE BUILDING - SECTION woo, 84-5477 BY DATE OWNER A- SHEET CHKD DATE LOCATION ISSUE a ip | a S.W. 16th STREET -General Notes I. DRAWINGS ARE DIAGRAMMATIC. ‘LOCATE HEADS AS SHOWN ON PLAN. HEADS SHALL BE 2" MINIMUM, 4" MAXIMUM FROM WALLS, CURBS OR PAVING. PIPING SHOWN IN PARALLEL MAY BE INSTALLED IN COMMON TRENCH WHERE POSSIBLE. TRENCHING IN PLANTING BEDS SHOULD BE LOCATED PER DRAWINGS AND TO AVOID CONFLICT WITH INSTALLATION OF TREES AND SHRUBS. SEE PLANTING SHEET a L-4, L-5. 2. AUTOMATIC CONTROL VALVES ARE DEPICTED IN APPROXIMATE LOCATIONS ON PLANS. LOCATE ALL VALVE BOXES IN PLANTING BEDS. REFER TO DETAIL 10/L-3 FOR AUTOMATIC CONTROL VALVE BOX LOCATIONS. : 3. QUICK COUPLERS ARE DEPICTED IN APPROXIMATE LOCATIONS ON PLANS. LOCATE ADJACENT TO AUTOMATIC CONTROL VALVE IN SHRUB 7 q rT) — TL Tye ‘ OR LAWN AREAS WHERE SHOWN. INSTALL IN APPROVED VALVE BOXES WITH LOCKING LIDS. 8 Oo if 4. CONTRACTOR IS RESPONSIBLE FOR A COMPLETE WORKING IRRIGATION SYSTEM, INCLUDING ALL HYDRAULICS FROM POINT OF CONNECTION i AND RELATED ELECTRICAL INSTALLATION. : ! , i! 5. ALL MAIN LINES (LINES UPSTREAM OF AUTOMATIC CONTROL VALVES) SHALL BE SCHEDULE 40 PVC, ALL LATERALS (LINES DOWNSTREAM q 3 OF AUTOMATIC CONTROL VALVES) SHALL BE CLASS 200 PVC. ALL SLEEVING SHALL BE SCHEDULE 40 PVC PIPE. SII 5 one 6. DEPTH OF TRENCHING: —— Si MAIN LINE........s0ecmeeemen 18" al! Se Ng LATERAL LINE... .sscceees+ eo 12" hb SLEEVES FOR MAIN LINE........ 24" Fe =— — = ae SLEEVES FOR LATERAL LINE..... 18' ~ ae : t a se 7. SLEEVING EXTENDS 18" MINIMUM BEYOND EDGE OF CURB OR PAVING. MARK BOTH ENDS WITH STAKE. i } 8. INSTALL VALVES AND BACKFLOW PREVENTER IN APPROVED VALVE BOXES WITH LOCKING LIDS. TOP OF VALVE BOX TO BE FLUSH WITH le FINISH GRADE. \ f . ns — ghtt|_—— y t 9. CONTRACTOR IS TO CONFIRM ELECTRICAL POWER SUPPLY AND POINT OF CONNECTION TO WATER MAIN WITH OWNER’S REPRESENTATIVE = : y BEFORE BEGINNING WORK. Ys if x sali - iis 10. INSTALL CONTROL WIRES WITH MAIN LINE. TAPE TO BOTTOM OF PIPE. PROVIDE COMMON GROUND TO ALL CONTROL VALVES. PROVIDE Lu | ‘ ‘4 F WE ONE SPARE CONTROL WIRE FROM ELECTRICAL CONTROLLER TO LAST CONTROL VALVE. (FOLLOW MAIN LINE) RD x) : a A ISNT 5 i 11. FOR THRUST BLOCKING OF MAIN LINE SEE DETAIL 6/L-3. LL N a 2 | ane j > > A { i 12. FLEXIBLE RISERS SHALL BE USED FOR ALL IRRIGATION HEADS IN LAWN AND SHRUB AREAS. (REFER TO DETAILS 8 AND 9/L-3) SWING x : J JOINTS SHALL BE USED FOR ALL QUICK COUPLERS. (REFER TO DETAIL 7/1-3) _—_—__—_—_—__—_—— 2 N @ | 13. ALL SHRUB HEADS SHALL BE ON 12" POP-UP BODIES. ALL LAWN HEADS SHALL BE ON 4" LAWN POP-UP BODIES. za * ‘ } 5 40 aaa } ae 14. REFER TO PLANTING PLAN SHEETS L-4 AND L-5 FOR LOCATION OF PLANTING BEDS. 9 + Ww a = Disrl L QL : 15. 77 PSI AVAILABLE. CONTRACTOR TO VERIFY ON-SITE PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF ANY > A GE=—— x OC callus | DISCREPANCIES. ! “a U4) GIES i ‘i Ww = {C) Tf gt ! hk Ul x | C) oy! I rh ay 7)! Tt BY, FIA SI l 6 | II at IP iw NR | e Ng A At ah N ‘ r) N ~ ‘ T : REFER TO SHEET L-1 FOR IRRIGATION HEAD SCHEDULE, VALVE SCHEDULE, LEGEND ~ Ss i aK WS — ! | _ ; NENG: b Se Fy Putin ™~ Y NY MH: 7 at UE ra a at , S NS Va 47! /4 IS x \ bd) oo TT 1 Lt SN i RS j I , 1 1, Hl ! Noy f Nog j 94 la a, lA, cla, | io) ; Z , , + Z a7 . - ap t —O— Ar ——f 1 ' = ' | a _ , By" Uy Di Yq" Ly" Ya" Cy Cy ; en Vi PSL - j 6 i =“ } rt : ; 25 ' | | " = 2/4 Fon t 2A . eae Pot Cen pa Ne HO -G- ye es j +—— aS SS ------- == -- , ; ("> OL AL Fol oe ow 24 ae ~ At it it a ~” ~ , a > (i L ,; Il HI iw WH 4 NS fl" ae c2'¢ a er 7 Ln : a — ns —— 7 — es ap — = . ,* ow Ey () —(p <p A id a: |_| IY)" {" ( * = » O 1< ul , lo UP S"OSL. | i J/ # + a a, a =a a a— = “ —A—_——Aa— ——s a ————F || Ix f La - UW 2'ibes. Uy 2/4, 7 t& ‘ ~ p AN, a is : ) H o)} 4 | a if | j a q_\ HIGH POP SHPLO | POP-UP LALIN (&» F Vi fi - = 5 oe 8 =) Qi! LO / RISER. TYP HEAD , TYP Ld ! ct IK Nib ] Ri 5 J i j Beh & i bf | | | tf 1 \p F u4 . i Wh (\4 Hy re'4 ' 1 4 a 4a : 4 |! [" 4 ——_— = om Dp —e- —o—, ——_o- =D oO —e =——_— Want —@?P ep Ly oO ww TAY oO x Ye Ta O- oy = VA L ‘és | 7h | \! [A fof ‘2 s: — 2% POL ‘on a | — . , 2 TCG" SL vy r SS we SS SS SS SS SSS SS SSS SS SS a ee ee SS SS SS STS TS TS SS. |S TT ge ee oe o———. _@ ge gst ee i a ME dg" ig oes SS ee ee eee ——"s t t | | Lyll Ml a Up poe a \ MOA By! | Ly ‘ \ NS : s qs > thse : | —— x = ee i | AUTOMATIC VALVE Hi 3 ‘ St ae YS Fy | a I ASSEMBLY [LOCATION TTP : a i >a : 0 | Me i iw = i! SK | th | | Ss |S inetanrioneceene/G | l | | | ee | | Pete — : | ah $ ( i me \ —— er a | 4 KR + _/ = 20 10 0 20 40 Richard Carothers Associates | -. ae Land & Site Planning | Civil Engineering / Landscape Architecture SCALE | e 20 ‘ . 814 E Pike St Seattle WA 98122 206/324-5500 FAX 328-1880 CERTIFICATE No. 27 = ~ ~ — — ANNING Divig NOTES DATE REVISION BY CHKD DATE REVISION BY SHKD SCALE" : 20’ TITLE IRRIGATION PLAN - ! W.O. NC. CITY OF RENToR - SE a 2p et hy Seta en (OSA. ter | 22 YUL 2 8 1999 CONSULTANTS ARCHITECTS HK He oa SW. 16th STREET, RENTON, WA. NECEIVED a ENGINEERS CONSTRUCTORS GATS ISSUE _ » OPEL.) Irrigation Controller IFFIGATION CONTROLLER GEE LEGEND DrTHPE ) (MOUNT OU PEREATAL PER HANURCTLIPERS 2 * PEDEGIAL (MOULIT PER- MALILIFAcTUIR ERS pico YErE 12" LEGEHD BRETT PE L CNCFETE ING ELE j (24% 24! PAD) CFOP Ia dd.. CONTROLLERS LaenToD IN é6HRUB| re eto Pe LALIN AREAS) FOLLOL IM, MARS] INSTALLATION rer CONTROLLERS z aie LOCATED IN CONC. APEAS: 2—— CANTFOL WIRING a Te ee. ATTACH IN BUNDLES TD BOTTOM OF MOAINUNE. — 2! CONDUIT- POWER UPL NTS IB" MAX, he ——}— PAVING Ge OW cen : oO LP ee BASE : Ca E OC % =(2|E N= 5 Te = SLEEVE, = =u) SIZE TO CONDUIT c ct we 7 ) : ai MEDIAL =I) = 3 comracteD = alll SUBGRADE NOTE SLEEVE TO EXTEND I8" MIN. BEYOND PAVING OR CURE. 2" MIN. IN T4LANDS. MARK BOTH ENP WITH STAKE. Irrigation Sleeving S oer UMN, , 4 Max. | CURB, MALL OR PAvitlér, p= FINISH Grape PVe PATERAL LINE — ~~ ———— = ‘Suara: ses {eS ie ol = — (ieee i q) SiN SSIS Pees eS — pes St : Vee jeeiliess iile=| Bits . el I | A. | rt _APHUST TO. f “FINKH GRAPE i “ll ig AS REG = Altes : mM { TECK TES E> - i tn ' u =i) 2 FLEX KISER, = 4IZE TO MATCH INLET OF OF HEAD, LENSTH . we AS REQUIRED 9 PV& ELBOu | = Fee MATCH INLET HEAP High Pop Shrub Riser. Assembly WEASTHEAMATIC FOGL: 4 FINIGH GRADE LOCKING LID @ FIN. GRADE Wy 4 , N\A ~ Zx1O” PVO NIPPLE imam 77 — ] | — 2" AO Tee | In AYC LATERAL LINE Z"»4" PVC NIPPLE — Ne 1 OF AL Z" PNC NIPPLE | —T— 3/4’ SHORT NIPPLE FA" MANUAL VALVE ~~~ % C.F36-'WMAHED. GAAVEL 4uMP _ Z OQ; | I? QO is ro rh [ aa PYCSOADAPTER 2 NTS NOTES? REPEL To apeuce FOR TRENCH RER ps, 2,THRUMT Paco? PERTAIN MANLINE® ONLY. 0. DETAIL PRE ee epson AM Poca NOT LIMITE? 10 VORP Pre Bid bY CONULTANT PRIOR. To BACKAILL. Thrust Blocking Detail Manual Drain Valve Assembly NTS |-O) TYP FORPLACATION OF Ld HMIORE THAN ONG VALVE Dex, od 4—| ALIN| SHRUB PED TRANSITION, WALL ADECLALKE EPGE OF CUPD VALVE BOXES LOCATE AGAINST AND FLUSH HIN WALL, CURBS Cu OR EIDELALKS OF AT LAHNIGHRUB PED Ear IN GHPLUD BED. HOTE- ALL AUTOMATIC CONTROL ALVE BOKES TO DE LeCATEDP IN PLANTING pep2, T4R (6HOUH IN PAVING ON PAUS FOoOrR- ARARHIC clarity ONLT.) Automatic Control Valve Location Plan 10 PAIBLE CHECK — VALVE ACCEMELY HANDHELE+ HStPASSCHBY NH2. 1128-24, FENTON aXe. Propuict=, PENTOL LA. OF APPROVE VALVE BOX W/LOCK'S UP ISH GRADE INSTALL FLUSH W/FIN EQUAL. } ae (2 SS, {eter | f elhedeces Alii Diino ; , a Nin oe gat ae ve ubltt One AR ACB RY? CAL, UNIO = 7) of. O 7 ‘ Pc C : ys [95,00 Con “ we! BOM OG, 00 DOO ala! - Tle! L4sHtp AFAVEL. 3 if 11 ge wate wie Backflow Preventer Assembly NTS: CLlIic“w COUPLER TEE OX ELL, PVC LATERPL LINE , PVO 4 Quick Coupler Assembly NTS — + | }-— — —— + IFPIGATION MAIN LINE (4,10 AUTOMATIC CONTPAL pee an IPFIGATION LATEFAL LING 7 QUICK COUPLEF VALVE “3 (2 t2/ MANUAL DFAIN ANANTH] ] / | GATE VALVE BACKFLOLI PRPEVENTEF ASSEMBLY WAFEP- METEF- UNION GATE VALVE EXISTING WATER LINE Point of Connection SECONDARY HANDHOLE AMKTEK, BOX W/ LOCANG LID, No. 7@645, RENTON CONC. "8 EXTENSION AS HEEDED © _.- PRODUCTS, RENTON, WA. CRER. FLUOH W/ FIN. GRADE OR AS FLUGH W/ FIN. GRAPE | : OTHERWISE NOTED ES 7 ET Lx as | ROE el a x 7 YAY | Z ' \ \ Ste VAWE : GAL, NIPPLE 10°GiP Ab —+ GALY, NIPPLE RE LATERAL “| | | . we : F pis UNION SS? @ QO A DC. Ye-ZYe" WASHED GRAVEL SUMP PVC BUSHING S ‘i Pvc TEe OF ELL ALL GAL. FTINGS TO RE PVC AUPPLY LINE PMNITED Hy “CARBON BLOAT PAINT OF MYAONED ; ERUM- CONTROL WIRE 4 Automatic Valve Assembly NTS aa , EDGE OF - FIN. GRADE oo. CURB - UNLESS incon — rete out N yyy vo NY} A ADIUST Te Pict: BT. > - Y \\ A XZ OD ier ar ee RER'D) ~ |F FLEX RIGER —_ ~~ me Re LATERAL LINE i | . -— We Tee oR ELBOW i ik , Hy — VC PUSHIN Ae REID, \ i ee FLEX RIZER, (4IZE 6 REQ'D) aN , AN yyy Pop Up _awn Head NTS NTS NTS NTS Q ’ QUA S&S <> t * (CO Richard Carothers Associates sia E Pike St Seomlo, WA 96122, 208/324-5600 "FAX 328-1680 neatifcate uo 27 NOTES DATE REVISION BY CHKD DATE REVISION BY CHKD SCALEAS SHOWNTITLE IRRIGATION DETAILS W.O. NC. “OMY OR RRVISION . BC oe ee — a oo —— THE AUSTIN By DL SA | -3 JU Oe — - a _— COMPANY DATE 7-25-89 OWNER G.S.A. SHEET | “ 2 8 1989 - - 7 CONSULTANTS ARCHITECTS Su ae S.W. 16th STREET, RENTON, WA “MECEIVED a ———___—_—_—__— — ——— —_— — — —_ ENGINEERS CONSTRUCTORS DATE 4 25 89 LOCATION ISSUE SA-030-&9 “« a ee te ee aes ——_ SW. 16th STREET | ’ | | ng" all " s 460" 44-0 44-0 O00" 16" 0 | Plant Schedule a" 16-9" 7 Z | ee | AT (? "0 a | a] RY? | QUANTITY SYMBOL BOTANICAL/COMMON NAME SIZE CONDITION REMARKS ices wet = ane wl | : ci — i Bi = | TREES | oo 2 oe af Ss: | —, — | - , | | bP ‘ . Me WA —_~ 2~™ aN , a a i: 5 AC Acer circinatum/ . 8’-10’ ht. B&B well branched P ; a @ . ; 7 ; — | : : i ie a | Vine maple ALIGN i - = ! 13 AP Acer palmatum/ 2" cal. B&B well branched —— q)- _ So eae — 30° INP. | Japanese maple ° Xe, ‘+. 7h ° » , 6 AR Acer rubrum/ 3" cal. B&B well branched eid 1. . cLW ; ‘ | Red maple = | (14 ARA Acer rubrum ‘Armstrong’ / 3" cal. B&B well branched 20 = sional | . Armstrong Red Maple ae ‘ AG | 6 BP Betula papyrifera/ 8’-10’ht. B&B multi-stem Paper birc minimum 3 ea. ww r | well branched | . PN | 28 CD Cedrus deodara/ 8’-10’ht. B&B well branched Deodar cedar * Sy * 4 * Iv 23 2 x |[43 * | | | P 24 CL Cupressocyparis leylandii 8’-10’ht. B&B well branched GM AT: GDM GV GM fM AGF fM GM AT CDM | Leland Cypress / : 110 LS _iquidanbar styraciflua/ 2-1/2"-3"cal. B&B well branched | é Sweetgum N | . LO 8 PC Prunus cerasifera ’Thundercloud’/ 2-1/2" cal. B&B well branched ey mY YN yT™ Thundercloud Flowering Plum ; ) | NaS ( bt) 20 PN Pinus nigra/ 7’ -8' B&B well branched y [-—— \ il wy ar: we, Austrian Pine 27 | | 56 PS Prunus serrulata ‘Kwanzan’/ 2-1/2" B&B well branched AE = Kwanzan Japanese Flowering : : / ‘MY, Cherry re ¥ * o S a oy / ; a 25 PT Pinus thunbergiana/ 8’-10’ B&B well branched 7g 7 | 7 7D = ry. ae ABP (4 ; $6 Japanese Black Pine | ae 44 QP Quercus palustris/ 4" B&B well branched | iy 10 SQ : * SHRUBS — Pin oak , 3 a PT rp =e 3 ait = Po sa apes eee } nie > ae 273 AE Azalea ‘Everest’/ 15"-18" container full shaped | D qe Bu : x wn - -* } ieee .; * ane | ee | wy) aT - soeacaes yo * ; , 298 AGF Azalea ’Gumpo Fancy’/ 15"-18" container full shaped P its L | | ae wee aa ae - NCN J . ij ~ ——— — \ a 40 . : = / ’ / " " : 54 ft ( | a. Ar . p ~*~ 173 AH Azalea ‘Hahn’s Red’/ 15"-18 container - full shaped AT —_s VPP IPE TOT ee fr eT yr S AP << | es : NCN _ AAAL \ — a ws ae _ - Ww ( ’) - a < | aA , x 377 AT nzalea | lange ro / 21"-24" container full shaped a assieeeemasall ~ ae ft . ere * N --- -— t ® o FF, 1 ——— 4 . te oo a AT — - Gf / | | Z r 4 < \ RD hs : . sS 125 BG fae gladwynensis =~ J = rr ; : = ‘William Penn’ / 5 gal. container full shaped \ (3) 8) | | ie ins ar | | “pos <a >. * S Z 4 William Penn Barberry | * é. ; es o VY - | S a) OM a . : 1 EP é.. ond : j be! . SS Wy _ et : ; 4 52 BJ Berberis julianae/ 5 gal. container full shaped L-¥ i OBPLYANTES OF FA. : | : bG | : | : Wintergreen Barberry - ‘ . W\ 7 rs | P< Ske PN Ys 34] AGAINST ‘ r IN PRONT D | i ! lo _ \ 2 lo — “t= , * CM Rokone sete) microphyl lus/ 5 gal. container aL ie , ; - - elo. ; ockspray cotoneaster ull shape i ) ) cv NAV Au OR 2 che ye QQ f5 ( — BU KM FU) : ° : p ( | -_ | | 1 ~ = ~ . == L oF _ 4 —} S 34 CV Calluna vulgaris ‘Aureafolia’ 1 gal. container full shaped \ RRS] * K a 7) Ss SS ar ~ 4s | a VD / < oo AH AGP “s ; PS 9 PF Pieris ‘Forest Flame’/ 5 gal. container full shaped ( aly | Kal OT , a NCN \ | | : 77 eww ld Z4 — a ‘ . 388 PL Prunus laurocerasus ‘Zabeliana’/ 5 gal. —_—container full shaped oe — AGE | A - AGF 4 AGF : ; ) ~ . Zabel English Laurel ; ml 7 | si / “A >< >> >~<ft =) —— = qa 3 & SIDEWALK 20 RD Rhododendron ‘Daphnoides’/ 21"-24" container full shaped t mt . ; sti a , | NCN s PF | Q 1 ‘ _ | \ [F — > ABE . . : 66 RM aie te ’Myrtifolium’/ 18"-21" container full shaped 5 Z , ? Sa} fS q 4 ‘ , Ru esi 4 Z 7 —) 81 RP Rhododendron ’PJM’/ 21"-24" container full shaped ; a7 Hl ly oe Ch C5 NCN : c( | ¥ 4 AGF —y 7 ‘ & 3 ; ii * Y ee ‘ - 6 RU Rhododendron ‘Unique’ / 21"-24" container full shaped AG — Ly W ce i : : ie WZ LF i _— 0 a ‘24 a B 27 e A : 26 SH Sarcococca hookeriana humilis/ 2 gal. container full shaped by | | P : y } ds \ NCN +N c al / 50 - f : . = 22 SR Skimmia reevesiana/ 2 gal. container full shaped i IN . AH ZM | 0-0" os GROUNDCOVER NCH : és Ay) F | | ) * CH Camellia hiemalis ‘Shishi-Gashira’ 1 gal. container 18" o.c. : | oo 4A +1 * CDM Cotoneaster dammeri/ 1 gal. container 18" o.c. * ‘ | AT Bearberry cotoneaster . ‘3 i ee x , * EC Erica carnea ‘Springwood White’ / 1 gal. container 24" oO.Cc. : a I™, YD | 4 Heather . . Ale yy OP * GP Gaultheria procumbens/ 1 gal. container 18" o.c. : . 2 yy S Wintergreen los . . : , . rw oS x PV | DJ ~ nm HH mien hel ix/ 1 gal. container 18" o.c. * S aS y nglish Ivy : o [ = pr ae z o VF + 7 ; 3 H = a (Ze * | TL = ™ PTM Pachysandra terminalis/ 1 gal. container 18" o.c. L__ ; PL (AD xx o— , ; ee AW j= ; : UA, Cet) GW bea Ts Ai CDM \ i Japanese spurge | s ET NN NL NY” NL” SS So a : ° Ne 17 - , VD Viburnum davidii/ 2 gal. container 24" 0.Cc f | * |3 * 4 * * If 07 A 8 SS f . David viburnum ’ =i rs | | wp BG VD PN itt VD | |ARA id ae a Hf .? | é \S Zz a *See notes 5 and 6. es | } i || | 2 | ot 7 B) | [em] 7 General Notes : . | FL | | | | | | | y = 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITE \ | | N Xi) 7 | > | | | | | ) 39 ID — IMPROVEMENTS PRIOR TO COMMENCING WITH LANDSCAPE WORK. = : | | ae hina Gash, TWO Za. ht vn POP - = Not +— | Art AT 2. COORDINATE WORK WITH OTHER CONTRACTORS ON-SITE. { < / Vr. —S>S=>=>=- . _ : j f Ie | | oF | - 3. VERIFY UTILITY LOCATIONS PRIOR TO COMMENCING WITH LANDSCAPE WORK. ae : —* 7 bane he esse (ak eens « wv ~ | Sy 4 aON “+ t+ |r) é VP Ab ’ 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITY OF GROUNDCOVERS UTILIZING | | | ‘| @® ON-CENTER (0.C.) SPACING AND MINIMUMS AS SPECIFIED IN PLANT SCHEDULE. | | | SSS | | ( | | | | | | | ‘ = = 5. UNLESS OTHERWISE NOTED, GROUNDCOVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR Y | | | | SPACING PATTERN AT THE ON-CENTER (0.C.) SPACING SHOWN IN PLANT SCHEDULE. WHERE cs | : | —— Ca ae == GROUNDCOVER ABUTS CURBING, WALKWAYS, PAVEMENT, SIGNS AND/OR BUILDING, ETC., PLANTING i | DISTANCE SHALL BE TWELVE (12) INCHES. EXCEPTION: PROVIDE MINIMUM OF 1 ROW OF . GROUNDCOVER CENTERED BETWEEN CURB AND OUTERMOST ROW OF SHRUBS WHERE SHOWN ON PLAN. 1 3 * IZ |2 Z YZ | PLANTING DISTANCE FROM PROPOSED DECIDUOUS TREES, AND DECIDUOUS SHRUBS SHALL BE EIGHTEEN Z : 1S ) 5 HA \: Py eT LS Fy ay AE | (18) INCHES. NO GROUNDCOVER SHALL BE PLANTED WITHIN NEW CONIFER TREE DRIPLINE. . , ‘ 6. LAYOUT OF ALL PLANT MATERIAL PLANTING AREAS TO BE APPROVED BY OWNER’S REPRESENTATIVE i —\ 7 Eaten Sle PRIOR TO INSTALLATION. , ‘ | | | | | | a | AT ‘5 | | oy Face THE Pear SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEBRIS AND RUBBISH OCCASIONED BY THIS PROJEGT. ’ | | . | | : | | AP i | | Note: Ref to Sheet L-5 8. PLANT MATERIAL QUANTITIES SHALL BE DETERMINED BY SYMBOL LOCATIONS, FIGURES GIVEN ARE —— = = f~ x —< = = Bee ber eect ~— se me eam = ee ——— we a = — ae I Ao ae = ) Oke nee ce pe eHTATES ONLY. . _— —_ — ze fern — sa teil Ci: Se accor . - a Fr for planting details ' ) - \ — ‘\ [ \ 7 un ee { \ Pe a P g 9. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ‘cin ii saa a \ v7 VY \ LS YL YS ee! a, , Y/ | ae aaa | : | 10. FOR TREE, SHRUB AND GROUNDCOVER PLANTING PROCEDURES, REFER TO SPECIFICATIONS AND DETAILS. | | fo’ SS 10 0 20 40 Richard Carothers Associates Land & Site Planrwng vt Engineenng ( Landscape Architecture BI4E Pree St Seettie, WA GB'2? 206) 324-5500 FAX 328 1880 SCALE 1°: 20’ DATE REVISION BY CHKD DATE REVISION BY CHKD . SCALE 17:20’ a TITLE SS w.O. NC THE AUSTI : ee m2 WONG. COMPANY. pate 7/21/89 owen GSA. sneer ~~ L- erty has iy nee 2 ie re. SW. 16th STREET, RENTON, WA. ENGINEERS CONSTRUCTORS " if 4 a — |NTERLOcKED HOSES (%) ot t12-¢' Sed Re _ ia ae _ —_ ae Ee 44-0 _ SW. 16th STREET ee cal Z a ) NoTerl STAKE FOR WIRE. ar OF “ : = —s i STAKES BPACED BVENLY AROUND | 7 : °° =~ ‘\ fF \ [. TRUNK, and GUTOIDE OF ROOTBALL. s° wears: - * a bi : es z we: \ ae 8 a 8 ee | : | NUWZGA \ f 5 ee aes /1_—~ ‘ AVY = ae SS ka Ez mms 3 35 » ‘ A= Ve" DIA. BLACK RUBAER OR | | + } | Sa PLASTIC HOGE ; b e ageal ¢ 4 | ; : = < I2 GA, WIRE a ‘ x | (b) 2x2 DEUG FIR STAKES, ov GDM) \2i inf can PRESTAINED DAKK BROWN, (TYP) , 2 , . ’ q < STAKES DRIVEN TO REFUSAL. A \ ~~ [\) 44 ————4 ae MULCH, PERTH AS SPECIFIED. Pp 4 Tail PACKFILL, AS SPECIFIED, WATER IN. , i a< ai g TES 4 Ey. PULL BURLAP OFP TOP 1% OF ROOTPALL. . * Q_- “eal ET , ry ___|| S === COMPACTED MOUND OF TOPSOIL | lil 5 Er TO SurPeRT TREE WHIL a oe . BACKFILLING. | . . | 34 errs 4 I< K f BOTTO FE = . 5 ii oe ‘ a Elevation SCARIFY SIDES and BOTIOM OF PIT. mM 3 Py (| , 1\ : : ok | ee OAS SEEN & | Of ; *K Pai : > — — : ; Ca Tree Planting | f “ | ! Ht Beco toe O i AA} =~ ——— : 7 NTS 5 "J YN ae oe aepeenet " AUR eas Ve dO *« >K | | : ; i ak 2 ill V2 DIA, OF MATURE QS * sain | Ba, ee aN LEAN | SHRUB, ; “lt t } | UNeaeoTeD EO | . . q a * >K OTHEP LUISE 7 SHRUB (EVERGREEN oR | 4 CD * A yl] 2 ys DECIDUCHS) [= an ——— : He Ada ; : 44 ECCE OFids PSY DOS, PLANT AT GAME DEPTH AS GROWN. K CURE, WALL . | BS _ AT —_——+ x 4 Ee fAVMNT wo MULCH, CEPTH AS SPECIFIED, — A z BM A OP — a 7 AP 7 = [- FINISH GRAPE j AP ( ( 5 , Bled TFTE a ROCTBALL (REMOVE BURLAP OR " _— . roa | oes (||| =a COMTAINE R,) , . La \ J IN * _ >< >" | a Zz, ~ PACKFILL AS SPECIFIED, PT re a. \ a | a a . ae pee eee ok tes we WATER IN, (TYP) \/ bs: —— 1 ~ — a] ge Een ts, ° eM : - a VV YY, \ \ * Il | (Ses NOTE: Ram ONE GALLON ard SMALLER. 3 1 — —— x ‘a i. * | pepe tie | SHRUBS, PROVIDE GO" MIN. BAGK- 2 eS [_ yg — FILL BENEATH ROOTBALL : ‘ a / X\ /te —— ld _ (2) shrub Planting S . 7 a 7 a , 5 =) ) rN Wie ues a i] a “Np — \A—_ [op a ee 5 | 7 ° pe — ‘ mm ; eo 3 - : : : * * } | ; | j HA Perens Fe % —— i i : oN rm ig 7D 4 Z os L: Py Cros Arba PV Oe fy SiN OK [3 | [| Z| ¥ IF : rN NT NE Cb l\@M} | Pb | V5 asa ie fy : ae on YS an {_—______— ra Sil, | Sys | e i a | | | y | | [+ . - | aw aI™ ws es =r 7 = — . ra * a = ——f7— ANS) ae é | : . | \e .° f: ° kus Aa F md . A) ae 3 y ~ __ hay xX x tay : ——— == Pag C7 * * | | | + NT N71 SY | —_ NL i | | | | | | | { _ Pp | ft | = ‘4 Po] | || i | ‘ oo a ® | x 26 ie HH FL PL 8G HA DG PL ; * ‘| 7G -—_———— GM . | ) | | | | | LU | | | L . = | | | N | ° r ~ LO ma : | | | | | | : | —. ; va ARNT: a nn 2" =U NS " | : WIE AN Ae yy WIV ZG Wy Samia , ay | A <a ” FULT | a : ty | | * be | | | VA PY +\ ' i : 2 Wyn ANG 4 AN | , | a er: ee ee sunt tins desl Mos PUN eG Zara apne Ayr sae | Ya Aris ws We hp 9 4 AN ANS " BAS £2. 0WWL WN u VAN yy CON awe thnfy Ma V WN Sly Vv a ial. \/ DN Aah, CAAA : 7 a rie ere agi Mm : a — ! | | | | | | | | | 5 rand J | | | | | | | | | i 5 we 4 iL | Co eT | | | | | . ‘ D= DIMENSION SPECIAED 2 > : Py | ieee cerns . | IN PLANT 4CHEDULE. 39 4 4 Hi (ie satel 2 oe caee Plant Spacing Detail AE 5 ce aw) ft fv fl YS . 4 : . = t : NTS os | | | | | y | | | | ieee: a Zi eo -—— Se at ee ee Se fer to Sheet L-4 for planting notes & plant schedul iia = 7 ‘i i —"“= Z ‘\V 7 ‘ [ 7 [ ) \ 1 “Tl ( 4 / \ i , Note: Refer to onee or planting notes & plant schedule ee ee ae sae \ a a —— — | -— —— SS” sf 20 10 0 20 40 (CO Richard Carotne tS ene SCALE 1": 20’ Ri4E Pre St Seattie WA 98122 206/324-5500 FAX 328-1 88( CERTIFICATE No. 27 __ _ CeAnTING Division DATE REVISION BY CHKD DATE REVISION BY CHKD THE AUS SCALE 120’ TITLE LANDSCAPE PLAN & DETAILS | wpm ON NOTES ; TIN BY Re | ; GSA 2 8 1989 COMPANY pate 7/289 owneR CAO ye ec? RECEIVEp CHKD HB CONSULTANTS RCHITECT Sk | eel eer | omerak Jodaraccrone sate 7/21/89 vocaton>-W. 16th STREET, RENTON, WA. issue 200 100 0 200 400 | | q ee ee eee eee | SCALE :1"=200'-0" | HOLIDAY INN NX CITY OF RENTON STORM WATER DRAINAGE NOTES - a 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY 8 OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, ee DESIGN ENGINEER. ; ——-—To BELLEVUE — ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE —_— eT —_——_ "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND ee MUNICIPAL CONSRUCTION' PREPARED BY W.S.D.0.T., AND —_ THE AMERICAN PUBLIC WORKS ASSOCAT!ON (APWA) , AS AMENDED _ eee BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. Nh BOX CULVERTS TT Ei TED ACCRE ——_____——_— 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATIONS FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. SS FREEWAY INTERSTATE # 405 SE N E N A AV E SW 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE THE WHENEVER CONSTRUCTION 1S IN PROGRESS. AUST IN COMPANY ace HOL MES ioe ST ELECTRIC M—P ~M-P , M—P , SEATTLE LUMBER | M—P | 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. | LONGACRES | NDUSTRIAL . | PARK “P O W E L L AV E SW 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERAT! ON PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION 1S COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. _—— ee ee ee ee ee ee PUGET POWER -- . : SUBSTATION Vis | : | | GY Yv —— 1 | O-P | O—P PROPOSED BETA-—WEST _ “7 yy OFFICE | | LOT 1 eT a : y A V4 GZ BUILDING L J wf p ki: , = iccuaieaiea y pe re VAP ae Yyy eid LLL hee SOL te eM Hf \ | \ | | | 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUCTION WITH ALL CONSTRUCT! ON | ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. } [ 8. GRASS SEED MAY Bt 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 DEPARTMENT OF PUBL!C WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02. 301) tA 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 FOUNDAT | ON 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 UNFORMILY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C', WITH THE EXCEPTION OF P.V.C. PIPE. ALL TRENCH BACKF ILL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL EMBEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE. j= ' GROUP HEALTH i“ CO-OPERATIVE O-P — RA Y M O N D AV E SW -4 ee — = 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STROM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. | LOT 2 | nn po Lf VALLEY OFFICE PARK 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. LONGACRES B-1 _ OPEN CUT ROAD CROSSINGS THRU EXISTING PUBL!C RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. LI N D AV E SW PS H #1 6 7 | | nad p - a a oe oe ee LL. _ ee | | 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, Sw 19TH ST yy ! SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND ———————— WISI St ee MUST MEET THE FOLLOWING SPECIFICATIONS: 4'-8"/40%-70% PASSING; / a 2-4" /30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. LEGAL DESCRIPTION 15" ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE | | PARCEL "A" : DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER LOTS 2 AND 3 OF VALLEY OFFICE AND INDUSTRIAL PARK-SUBDIVISION No. 1, any NG OF THIS BRATNAGE. SYSTEM WIL (BE SUBMITTED TO THE ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY TY AC RENTON {IP rn RECORDING No.800226901 3: CITY OF RENTON UPON COMPLETION. —_ — . erm | 7 | » cll ICT - EXCEPT THOSE PORTIONS THEREOF CONVEYED TO THE CITY OF RENTON 6. Ho TE oT eae oe EVE TRE OWNER OF THE CONTINUING FOR STREET PURPOSES BY DEEDS RECORDED UNDER RECORDING SEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM Nas: BOOPIAAR, BOUSZO0RA AND S202TR00 SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. See eT ek Ge tee ina SoaTiOED, DURING EONeTRICT Oh DEL BENNETT CITY O-P _— — — ee 8 oO Ss | U ST VA L L E Y R O A D 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE \ PARCEL "B" : SAFEGUARD, SAFTEY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, \ . AND, ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE HEALTH, LOT 1 OF VALLEY OFFICE AND INDUSTRIAL PARK-SUBDIVISION No. 1, SAFTEY OF THE PUBLIC, AND TO PROTECT PROPERTY !N CONNECT ON ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY RECORDING No. 8002269013; WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY | NTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL EXCEPT THE EAST 240.06 FEET THEREOF, PLAN BY THE TRAFFIC ENGINEERING DIVISION OF THE DEPART MENT OF PUBLIC WORKS. ALL SECTIONS OF W.S.D.0.T. STANDARD | AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON SPECIFICATIONS 1-01-23, TRAFFIC CONTROL SHALL APPLY. —_ FOR STREET PURPOSES BY DEED RECORDED UNDER RECORDING No .7907230679; T O K E N T —_ — _ —_ — _ 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT SITUATE IN THE CITY OF RENTON, COUNTY OF KING STATE OF WASHINGTON. LOCATION 1S WITHIN THE AQUIFER PROTECTION AREA. — —- = i | | | | | | } | | | | | —_ . - _ J | 7 ro | | |_ _ _ — en DATE RE NOTES VISION BY CHKD DATE REVISION BY CHKD Seane 2200-0" sane VICINITY MAP w.o. NO. 89-5477 THE AUSTIN sy CADD COMPANY pate 03-03-89 owner G.S.A. SHEET C—1 cHKD RAK CONSULTANTS ARCHITECTS — 04-13-89 ocation OW 16TH STREET, RENTON, WA.. issue ENGINEERS CONSTRUCTORS , : | RHH WORK REV A 04-13-89 ox it it a es oe 40) 20 #0 4() 80 = ee eee Y) : SCALE: 1"=40'-0" THE AUSTIN SECTION 19-93-5 WW / COMPANY : CONC. WON. HOLMES ELECTRIC > SEATTLE LUMBER < 4 O —— LiJ . | Z Ye | LJ rs — , at | : ” ane, / (20.58) 22.06) (22.9) a ch? a - 1) 7 Seach | | (17.00)! ey SW_ 16TH STREET 1027.81' - N 89° 35" 25" EO _~—_<__, - we - -< | 7 ae ; : — ¥) ~ ~ Se i 7 — (16.72) ae ( 16 m 69) ( 1 7 : 7) 48.99) , ( 30.03) No re | (16.87) (16.71) Ga ee ) 7 / \ (20.05) | he (16.98) a - + = P F cxirace me < er ae S Se eel” A a | = a \ ——10' EASEMENT —— ~ 902 87° fae ; 240.17' N 89° 35' 25" E--s E — < eee et (0) a — ; 32.54 ——~A ' 7 ° ' a. ; a 412 89" ~~ \ a Pa 30'/PUGET POWER _ a a — —— —-- —y 8-08 = N01? 22’ 58"E LL Ne . oN J CONC. CURB BASE ME NE A EASEMENTS > /- va A x to Xen AV per! CL eM ms 10' EASEMENTS So = : 27 By ‘ 6 CONC. S| DEWALK { _ | , Wa - / Uc \ Ur | | a | (719.50 \ / | | KR | a ra en | | hs . \ . \ i ; ee , | - | x * x | / z., N a \ | / 0) (— SE Ean Lo aged tr | | , bo T/F \18.0 ) _ | \ | _ | | | _ = A \ | } | ) { NSN | T/F 18 0 ~ * oK } J) an \ \ A~ A | | o. ; oo LY \ ie = | oC | | om) 4 NN \ 7 fof oO Tan ~ wt \ 7 \ | = | ; Rs | = | a % . [+] — [2] + PUGET POWER ¥) 7 | 713.0 ; 7 . 8 | SUBSTATION | jz) | S st | L \s . 19 50 | = (18.23 + | 5 NN 7 AW | | i900 1/7888 <\ ° x | IN SN } ~ / 1 S \ t | T/F 18.0 a (A) = OO - 7 } | [- yA (2 f rd | 7) x 12" CONC. * | | ~~ \ WA \ \=- | 19.50 | | Y) ' \ CULVERT IN 1 | | : \ ae | S 8 CMP OUT INV. 14.0' } a= . | y > S 14-0°\ Sa a5 NN j - ] G R O U P ~ ey ( ~\ * * 5 ee) > \ | * ~ HEALTH ee By J || a a 4, —¥ - N_89 Sa co ee So ae E- ¥ | C 1 5 || \ T/F 18.0 < 68) ©) at ; 4 il W<-—-- Ie sq (18.68) aa a OFFICE BUILDING | NA19-25 | AO BOE|ING | 18.0 O° FIN. FLR. EL\ 21.50 u \ / 7 COMPUTER ave 7 _ S|) \ \ — 2! aL | 10" EABEMENT | - ' oe Seas ar 5 dN | \ 7 | SERVICES | yl I~ We XK bg \ \ A ST ENV. 12.30 QO ' ey 7 / am) \ \ | m4 Fr 10' EASE ul | oa \ | x ! Ao \ | = > \ \ Y, EP ‘ee gale: | ot 4 \ \ yf | | } ) | \ \ . \ | 1 | ra . = he SWZ= ; : S \ \ / \ 1) | | Kag: 3 \ / N \ \ / 19.50 \. 4 | | } a \19.50 Y \ 19.50 N\ \ om {H) | | -— | So "7 rN CL am BC Sohn iC | _— \ 1 A | \ / Lo ~~ 18.25 18.50 \ ! : 60) [An L | ca eee ee eee | : | N ye 4 / ~ => \ | f | Lo i, - \ | HC 18 — NB ae ° Oe 18.50. | >> , | fo ‘ ‘ ee y, ee a os | \ | a Né« 18.0 T/F 18.0 | _—. . | . ; . T/F 18.0 | i | | . , . , thf | | | \ | a se Uc ~e a? Sin, > T/E“18.0 ‘ T/E£-“18.0 ; a 18.75 18.75 — 18.50 ~__ 18.75 18.50 —~_ 18.75 ~ | 18.50 - 18.73, - 18.50 ~~ ay ~) , -- ~w {7.64 ~~ 17.70) / ~ Y [- fe | aot en \C17..20) (17.80) (17.70) (17.70) 962.90' - N 89° 49° O01" W Na?) (1760) TT 70) Ee : | FROSION CONTROL NOTES: VALLEY OFFICE PARK EXIST. 10' LANDSCAPING STRIP PROVIDE 15" HIGH CONC. CURB 1) ] TOP OF PAVEMENT EL. (18.5) 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE TOP OF CURB EL. (19.0) | AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR | FIELD AND OBSERVED DURING CONSTRUCT | ON. ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED rer) UNEXPCETED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROS|ON 2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCT | ON WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS « TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, ~ DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO HOWEVER, WHENEVER IT 1S IN THE INTEREST OF THE PREMITTEE, MAINTAINED IN A SATISFACTORY CONDITION UNT{L SUCH TIME THAT ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER CLEARING AND/OR CONSTRUCTION 1S COMPLETED AND POTENTIAL FOR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO: PROTECT SPECIFIED TIME PERIOD. . Y | REPLACEMENT ,AND ADDITIONS TO EROSION/SEDI MENTATION CONTROL ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING f eS SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. , DRAINAGE SYSTEM. 6. FOR ALL EROS|ON/SEDIMENTATION CONTROL PONDS WHERE THE DEAD ‘ STORAGE DEPTH EXCEEDS 6", A FENCE, A MINIMUM OF 3 FEET HIGH 4, APPROVAL OF THIS PLAN 1S FOR EROSION/SEDIMENTATION CONTROL IS REQUIRED, WITH 3:1 SIDE SLOPES. 24qy'9 BS SiGN. Sie aes Leo BIPEE” ESTRIGhORS GHUWNeES 7. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 30'X 50'X 8" OF 4- TO 6- 257 30 OR RETENTION FACILITIES. INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. DATE REVISION BY CHKD DATE REVISION BY CHKD scate 1"=40-0" tire GRADING PLAN ; w.0. NO. .89~9477 NOTES 3 THE AUSTIN py __ CADD wa COMPANY pate 03-30-89 owner G.S.A. SHEET C-3 | CONSULTANTS AGriTEcts i ree toatin OW T6TH. STREET-;; RENTON, WA. - inc ENGINEERS CONSTRUCTORS _ ‘DATE 89-5477. 1 ____ 89-5477. 1 ancien eS eae ns atin 40 20=— (0 40 80 ”n “ps TTSOMPANY gi ear HOLMES ELECTRIC | > SEATTLE LUMBER < | | re PROPOSED 24° i , | pane = {\ wea ACCESS DRIVE ces ae —a —® - ou om on _ TATE . as — a ae — SW 16TH STREET 1027.81' - N 89° 35’ 25" EO _ — — - - - ~ . - Fag = ST se ro PET [Pern en — (9 oo enn agen Sates Se “== EOC Ic spa tiae we -3 = 456) Woe SS SSS Se - rr — _— | PIPELINE PIPELINE SL aplenty me LAS - = (Exist PUGET POWER WH ——10' EASEMENT EXIST FIRE HYDRANT EL IPEL = 7 oT N 89° 35° 25" E soe - x= me 5 en i (ans PUGET POWER EASEMENT ~ LANDSCAP I NG | 408 50° - NO? 22' 587 E __ 412.89! SNOSCRPING a <p, | / a CONC. CURB —— | =a TTT - | | | Os, sgn coe | EF cl oe | TTT TTT TT TTT TTL Bt ty S| DEWALK | — - a . — ie | (f j [ =] a m2 7 - ra — _ _ - /] | | = : _ —. & Jo = his me | _ A ag : — a" PUGET POWER 7 m= — 2) HAND! CAP — = \" |) |S 4 i: SUBSTATION | 3: a HTT Ty} || | UW —_ | LJ = S| oo < =~ | | ) 7am I = 2 (EE + k R ——— eed reo iil S 2) TE = | TIRE 7 ares SiH a Sal] EF 4 \tIRS 3 Vi]gz2 —f qi} ¥ ~ 8 ~ FS — | ee | a eo 3° WSivewk —} 2 || < = GROUP ae. = = et N = = =e 1 —| & | OD! ear = = Ee IF Wl Sp atall @ 2 ye _ Ee — 240.17! — N 692 55.28" £8} — 3 — OFFICE BUILDING | 4 2; hl} sl 7 2 o! 0 oss — ——_ LANDSCAPING 7 i aT < MAIN LEVEL FIN. FLR. EL. 21.50 | eee | BOE | NC WY) iE a eae TES : | TER ol | ee [ mi Cc J Cd | | | | T T | T| | 1 | | | | | | | ona F + S we = : | eos eee = cme TS | : "SHU 4 ae a a cnemeel 10' EASEMENT T | _ ie , | | i a = ! | 3 an — a Mita be - a San —— | TT) | | i in — — @— xg | | | | t-te" w ey : Cc Ty] cl = step, (HH) | Ne ‘ 4" DW — | d TE orime wort HOS a ech Cook 1 psi FE PUMP LL) Pa PULEELELLE) fT JI) | teva geen Lie PPETTTTTTTTT PITH TT TTT ee ea seat eee Tent nl ay fae ia _ t A | <— | = — | Bl = 10 | | , PULL LL eI BRUREREERREBEE : | an SET 00 TN BE 4 OT — ~ ~ Fi | a _ | EXIST. 10"WM STUB ant | Gaur AT PROPERTY LINE EXIST. 10' LANDSCAPING STRIP | 1 y |) EXISTING 24 . wie ——— 2 ROCESS DRIVE i mn VALLEY OFFICE PARK rr | / EXISTING 24' SITE PARKING | ACCESS DRIVE ! , TOTAL PARKING PROVIDED = 853 g f TOTAL PARKING REQ'D = 758 ) | FULL SIZE = 497 HANDICAP = 8 ras ee notes DATE —— = CHKD DATE ce BY CHKD THE AUSTIN scat 1st0-0r Litte SITE PLAN 0 Boba re? COMPANY DATE gi —89 OWNER G.S.A. SHEET C-2 CONSULTANTS Codermuctons tate XX=HICET Loaner SW 16TH STREET, RENTON, WA. iss 89-5477. : BACKGROUND REV Se 89-5477.1 RHH ar a 40 20 0 40 80 Y Q) _ a a | Y SCALE: 1"=40'-0" WEST 1/4 COR. uw | } THE AUSTIN SECTION 19-23-5 HOLMES ELECTRIC > | SEATTLE LUMBER COMPANY | ¥ CONC. MON. | J | < | FS} Lo —— | | Zz \ , so BA oe a gegen a —_————— LJ oe en & 1027.81' - N 89° 35' 25" £ EZ - 7 _ _ _ _ = | -- E SW 161TH STREET 8 eaaeneeh — 6) oe ~ 6' SIDEWALK ( ——10' EASEMENT = he 7 240.17' N 89° 35' 25" E ES | VA eee L ait : of = RH Beg Fp gas 7S» FeV a Liat ZL. L sheath sual Bah Pe ede 88 pes eee SLOLL AE LAL LALA OL LL Ld LOS EXIST. CONC. CURB——_ 0 wil te ee | —10' EASEMENTS pop ta ne | } DEODAR CEDAR ~~ EXISE © CONG TDS) KWANZAN CHERRY RED MAPLE ~~ 4 NB 7108 H Of By > RHODODENDRON — as * x ———s . } RHODODENDRON COTONEASTER 15" TO 18" y © f.5.5 BS iF i >) Vo" TO 18° (TYPICAL) * | i) ng . g PROPOSED + Ne ae Y/ me "S| DEWALK ) } hy tarot SNOWDROP COVER JAPANESE. pry oak -¢ mK = 2” GAL GQ) /Q@)® SNOWDROP (g ) \ 3” CAL “, AQ KE me (B * PUGET POWER * UD LG AUTUMN aH OS Z >i: m C-—41C-—4 SUBST AT | ON L ) ) CHERRY | & \ V4, DX] LS | * 7 ee PA/2"CAL | | — 5) cualcp4 | = = “| ie a = BUILDING] Wes z' ( x , IO 5 eee “CIENT Sd fa Chae. ene = , — . i TESTE ™ iL, —~ > S — en LL a heey Pee Os write TRE / i "_DEODAR CEDAR [() 2 =} | — GROUND Y oe ed Z ae E NHANCE MENT 3a ne Ore ae Par] COVER AS Py S 2 2" CAL LANDSCAPING | | | a2 G 5 oz > ; * a‘) ; ath PLANTER-* FE | Ss GROUP oO © a a rn Se AUTUMN ~~ | © 0 LANDSCAPE : | RHODODENDRON —} G mS < oN | SOME EING IOC SHRUBS AND {f§4 | 15" TO 18 SAL 1S | HEALTH SHERRY L? GROUND COVER z | WS i > | e de gue . 1? | ve) | DEODAR CEDAR Kea ( . — -240,17' - N 89° 35' 25" E _ | 1 1/2"CAL a m= 617' TO B' H RW K — CTO 4@'0 010707070707 : ZA ~ , | {JA Jat Ae @: OD ON ae Se ee he ee a 6) T - 0° 6 34 0 | POPS / 7 wer haat aie NG eS Z cag BOEING , AEE ay: GY oe | < ae Pq VAPANESE 1” Peres > COMPUTER me? ) on a 2 ‘@) S Se HOLLY ni g (3 : <ERVICES det ——«15" TO 18" pow 52 8 ARMSTRONG (2008 D4 | | RED MAPLE /~ RHODODENDRON Pa DEODAR CEDAR | ow i if MAPLE |, Ca Si e10' EASEMENT O) 2" CAL / 15" TO 18" 7°70 8'H , 5 oh 2" CAL LORE KS 10"_EASEME Ls ANTI IOEC ro Boeiten es 1@ZzeZOZer. Sy LP om ene _ . <p — -< hemee t Se toe =—i H Vasa, | Le _~KWANZAN CHERRY eee" PIN oak KA I x , -—~ KWANZAN CHERRY 2" CAL 2 caL Sec! M4 , | go> WNANEAN CHIR T 2" CAL _—-RHODODENDRON Z anne x 2" CAL 7 oo 15" TO 18" a Zs f ¢ | Ty nnn oman —— ae ~ — - JOSS] bk a8 semhg) 15" TO 18" —— | | RHODODENDRON - | | 15" TO 18" pag ABZ. RED MAPLE — ~- RHODODENDRON eee St Re 2" CAL \ rs ‘“ =f. ee I I pet ttn a ce ok "4 hi a i S59 / / + + aS WOZOV7Z07207 99 267720770) ; ; VALLEY OFFICE PARK : K 7 ea EXIST. 10° LANDSCAPING STRIP , . e_--— TURNBUCKLE | -2"X 2"X 24" : STAKES po 5 : Aa, 11-6 MAX) 2% — Bi ore oie — 1-6" 2% | = me SITE LANDSCAPING _— a | | TOPSOIL AND *— RE fe MIN. mes VARIES JS) TOTAL SITE AREA = 383,330.00 SQ FT _2'-0" 8 '-0" 12'-0" ut VARIES PEAT BACKFILL =| TOTAL REQ'D LANDSCAPING = 76,665.60 SQ FT ( | TWICE BALL. ACTUAL LANDSCAPING AREA = 78,104.60 SQ FT , TAMETER | PERIMETER LANDSCAPING AREA = 9962 135 SOFT 7 INTERIOR LANDSCAPING AREA = 20,949. LAN me TYPICAL TREE PLANTING DETAIL SECETON (8B 2% WILDLIFE ENHANCEMENT AREA = 1533.30 SQ FT SECT ION A | 2530 SCALE: NONE SCALE: NONE Cx2|C52 SUALE?. KONE Cu4|C-4 “a _- DATE REVISION BY CHKD DATE REVISION BY CHKD THE AUSTIN SCALE 1"=40-—-0" TITLE LA NDSCAP | NG PLAN W.O. NO. 89-5477 See BY CADD | COMPANY oate 03-13-89 owner G.S.A. SHEET C-4 CONSULTANTS ARCHITECTS cHkD__RAK ENGINEERS CONSTRUCTORS DATE XX—XX-89 LOCAT | ON SW 1 6T H ST REET ; RE NT ON ’ WA ‘ | SSUE para isd 89-5477.1 BACKGRO ! = : A iL = [top _ i | = ter la ! - i a 7 | — : = a t~ ; LETT | BEGEZE 8 Lu i FL 3 = | hy \ XY | | {4 | fo] BHO PLE. acm — . a aN” 4 NO PLE. RIF. 7 Ny = AY e a —" — nee se ee Se eee ae en OE mana ee po . oo 7 ae sf a —__—__—-}+--—— x oe E | | | es ee ee es fof | | | ; | ; | | , fi a 2 ner ; : ’ ’ , . - H ' | _| i | } H it I | _— | — rT : a PP | , a ATH Fue RP | | i | | i i | a4 a oe SS a co ’ , ; . | ° i 7 ' | 4 T | i AS S Ay Pp mY AY 47 - D| - ae =| | | EE ; —— — aa | NOTES | DATE REVISION BY CHKD DATE REVISION BY CHKD THE AUSTIN ELEVATION vo aR ae | | COMPANY — ae | seal) war 2 2 198 77 li | CONSULTANTS ARCHITECTS —— \, 3 , ENGINEERS CONSTRUCTORS © DATE LOCATION ISSUE. TELEDYNE POST _N13363 a ee RP On mR PI I I RS Pa oe st e W.O. NO. BUILDING SECTIONS TITLE OWNER LOCATION SCALE BY DATE CHKD DATE ARCHITECTS CONSTRUCTORS @l) THE AUSTIN COMPANY CONSULTANTS ENGINEERS i -_ = fa nn ] | | i Ss t = i | i | Po s | | | | | of | | | | | a | pj = 1 ; | re | 4 = | ae wi _ ~ + = — rT =_ ! | = | | ) 1 | | | | | | | i | | | | | 4 i > t H t— - - - — m —~ a a e — — - H Ht OC T - eb — $e th po | | / ee i ia l se e | | ‘f o o — a rr as | {= ; | ot | j | | ‘ * | \- — Ta n } | ~ - ae l | _ v Vv wd v Vv | | cn ee | — | _ | | | | [| } | | | | {r rT —— — ee +f | ro —_ | | "| i ee ee nn pe \ —_ — — — | | v v ai e | va n e v | r —— — — — t —— — — —— — — ; L LL — J— —_ ae =, } { } | | ee e ee -_ _f _ __ = ee ie _ _ _ _ | Zz = ~ == = t= ee e | ae Ce n | pa s s Z é | f | v | | rt iF I. i | Q = iu a | + H | : LC oe 7 i. aa F u - ~ © i i | | || | ra e H | | | ai i = | | an | A) | 1 | H Ld yy ) > | i | ih e | H i ‘ | 1 | | | s i | | Z i | | — i | | Qa } | ! 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FL00R iif i Ae |: | . bb ‘ GL. -@" a , - + ee 7 = <== f : Se Se SS Se Se SE SS SY SS NEE SENAANNEE SE SEEN SERS SUNEEEE SEED SENN SER SEE SEE SEES ee eee aoe: aes cee || { a ge) EL. i194-G rl ’ , es a a ee eC 9 ee ee ee ee 1 || | qh | “|. }-1. | GROUND FLOOR Be a ane | | Pts [ye | | i‘ | 53\ BUILDING SECTION | sonst! NNN ee, SCALE 1g": |'-0" , | PAT OF RENTON NOTES | DATE REVISION BY CHKD DATE REVISION BY CHKD THE AUSTIN SCALE TITLE BUILDING SECTION | W.O. NO. 89 - 5477 BY COM PANY DATE OWNER | ee. A a . CONSULTANTS ARCHITECTS ja i ENGINEERS CONSTRUCTORS shen ee ISSUE