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Home My WebLink AboutLUA-06-083_LARGE FORMATX 4 7 3 4 7 , X -·: ' X I I ' J ~'-l!~J.,91 (MAG NAl "'4" .. A.fER? '-"t--... X EXISTING 4' TAil., I' /R._OCK RET AING WALL ··-~~--··----PUhlP STA 1 ' ' --, .. _ -----.. -~------------------------,.. ... -. / / EXISTING TELEMETRJ/ VAULT ;(2" STING POffeR-VAULT:_· 7'··'7-:)~,~-~--- "p2• . ' /// /-.,,;/ 4 2 , ; . °' 5 / c} 02 . ·,· . ' \ -.. . . ' --. . ''-;'. x · 1· ; 20' I ' !/I I EXISTING TELEMETRY VAULT, "H" ------- \ / NOlE:/ / 1ALL ~IN P\JBLIC RIGH T Of / W/\,Y IS )(t.=i· r . TO HAVE , II . Cl'tY OF ON APPRO I TRAITIC . lROl P -~ <:.::~-- \ \\i \ j \ / / / ,/ /\ / \ \ \ \ '-· . , I ·7~EJ:' ' ,,---------· . ·-./ I ' . / /'. ~un v~ 1 '-'Vl"I I nu1. 1.1~r1rt111u1"I HORIZONTAL DATUhl: NAD 83/91 DATUM ESTABLISHED BY HOLDING lHE PUBLISHED COORDINATES AT CITY OF RENTON SURVEY CONTROL MONUMENTS ,S 230. 612, 1160 AND 1882. .,, ,c' '· ,, NOTE: COORD1NA1ES ASSOCIATED V.,TH THIS DRA'MNG ARE WASHINGTON STATE PLANE, NORTH Zcx,fE. GRID COORDINATES DETERMINED BY HOLDING IHE GRID COORDINATE AT CITY OF REHTCl'I SURVEY CONlROL POINT # ;.' 1882. THE DIST ANC£S SHO\IN ~ THIS DRAI\ING ARE GROUND DISTANCES. TO CONVERT THE DISTANCES SHOWN t ON THIS DRAll!NG TO STATE PLANE GRID DISTANCES MULTIPLY THEhl BY THE COMBINED FACTOR OF ;, _ii; 1.00000140801. BENCHMARl(S· LABEL NORTHING EASTING ELEVATION 1302488.97 4291' 1302823 .38 46.04' THE INFORMATION SHOv.N ON THIS PLAN IS A COMPILATION FROM TRIAD ASSOCIATES. JULY 2005. THE CONTRACTOR MAY AND VARIATIONS BETYEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY lHE LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. I I I I I L -- -----------~ -·-·-·---· PROPOSED 3" ta-lDUIT V.,TH __..--· -----··---PRCPosm-POt£R·CONDUCTORS,---. --__ -,-.. ·--·--, ,/-' TYPICAL ---- ',..------....---,,- ----· .'" --. ---------------·-' --."'--.\. /;·--~--- , __ mM "£";46 ~-~P) ---- .3 X ~ _, ______ _ -! l 39,c_ X '! X I i ,_ ,, ' 78 3· i I . ' 3 8 1 X . I ---- '• ---~· "-. ~-'·--· ---·" "- ~- ~ -[ij £C w z -..J w £C 0 :c u, SCI N 15 S IUf.ll llNGINf;lffllN&. INC. http:/ /www .rh?.r;rwn marn,mcflr h7.c:om 1.500. 77C .!ID57 BDJ.JNGHAM0- 360 .676.083 6 454-West Hor l on Roo d l!IOTHEU. OFFICE 425 .951.54 00 12100 NE 195th SlrecL Suite 100 EASl'WENATCHEEOFFICI 509 .866.29 00 300 SJTl on S"J"ee-1 , Si.l ite 5 PORTORCHI\RD OPPICE 36 0.876. 7960 600 Kit sa p Street , Sub; 101 SCALE: SHOl\tl ~ 0 1" 2· DRAWI NG !S NOT TO SC ALE IF BAR IS NOT 2" LONG PlOT, 2Q D\IG NO. -oJB COE ""' AUG 9, 2006 <rn<r, REN .,. """ 105-079 nLOiA!E GEN-D-C03 POINT 1 2 3 4 5 6 7 8 9 1 (12) 4 ,1 1 31 11 c. -ff 127) -I (31] {JU (32) I -cs -(l!:} ~() PROPOSED CHAIN LINK FENCE WITH 3 STRANDS OF BARBED WIRE. SEE DETAIL ON DWG NO. C09. CLEAR BRUSH 5 FEET EACH SIDE OF FENCE. ' PROVIDE 12" OPENING IN CURB FOR DRAINAGE OF PAVEMENT TO PROP <fED 'NFILTRATION TRENCH APPROX . 20 LF OF INFILTRATION TRENCH PROVIDE APPROX. 45 LF OF EXTRUDED CURB EXISTING MT. OLIVET BOOSllER PUMP STA TIOll. ~.~~~~!!~c':EN,~~~~~~!~~;~~'~ 180219.62 1304463.88 FENCE CORNER 1 ', '::_, N 46d13'50" W 3.73' FENCE LINE ~- --I I 180222.20 1304461.18 FENCE CORNER S 78d40 '57" W 49 .62' FENCE LINE 180212.46 1304412 .53 FENCE CORNER S 16.18 ' FENCE LINE 180196.28 1304412.53 FENCE CORNER W 8.79' FENCE LINE 180196.28 1304403.74 FENCE CORNER N 60d10'58" W 14.68' FENCE LINE 180203.58 1304391.00 FENCE CORNER S 43d42'7" W 82.91' FENCE LINE 180143.65 1304333.72 FENCE CORNER S 12d22'36" E 68.53' FENCE LINE 180076.71 1304348.41 FENCE CORNER N 46d48'13" W 115.11' FENCE LINE 180000.89 1304435.02 FENCE CORNER s 77d0'21' E 61 .28' FENCE LINE 179987.11 1304494.73 FENCE CORNER S 8d13'34' W 50.23' FENCE LINE EXIST!NG TELEMETRY VAULT. 180036.82 1304501.92 FENCE CORNER S 4d38'17' E 40.58' FENCE LINE 180077.26 1304498.64 FENCE CORNER N 51d20'32" E 97.20' FENCE LINE 180137.98 1304574.54 FENCE CORNER N 42d29'44' E 14.57' FENCE LINE 180148.95 1304584.50 FENCE CORNER S 63d51'8" E 18.50' FENCE LINE 180161 .01 1304560.20 FENCE CORNER S 40d40'4" E 31.02' FENCE LINE 180184.53 1304539.98 FENCE CORNER S 89d58'18" E 17.26' FENCE LINE 1 , ,, 180184.54 1304522.72 FENCE CORNER N 50d6'31" W 27.16', FENCE LINE ' 180201.99 1304501.92 FENCE CORNER 180190.38 1304478.43 FENCE CORNER S 19d35'0" E 24 .63' FENCE LINE 180213.58 1304470.18 FENCE CORNER S 46d13'50" E 2. 72' FENCE LINE 180215.47 1304468.21 FENCE CORNER ---" --{r -'IT / ~ ' " ~ I I PROPOSED SITE PLAN 1· = 20· EXISTING 3-PORT FIRE HYDRANT. CONTRACTOR SHALL INSTALL A STORZ ADAPllER AS PER RENTON STANDARD DRAWING 9102 . SE E APPENDIX FOR STANDARD DRAWING. TBM "H"=152.56' (LEAD /TACK) CONTRACTOR SHALL COMPLETELY REPLACE EXISTING DRAIN AND PIPING TO EXISTING MANHOLE. PROPOSED 6' WIDE .GA TE PER DETAIL. SEE DWG NO. S09. N 180210.44 E 1304465. 05 TOP OF PAVE : 152.39' PROPOSED CONCRETE APRON PER DETAIL. SEE DWG NO. S07 . PROPOSED 24' WIDE GATE. SEE DETAIL ON DWG NO. C09 . PROPOSED ENGINE GENERA TOR REMOTE FILL STATION. SEE OWG NO. [10 FOR MORE INFORMATION. ENGINE GENERATOR FUEL FILL LINE. SEE ASPHALT PARKING. ' ' . . h SPECIFICATIONS FOR MORE INFORMATION. PROPOSED 14' WIDE ASPHALT · DRIVEWAY PER DETAIL . . . SEE DWG NO. C09 FUTURE RESERVOIR ------ EXISTING ROCKERY. DO NOT DISTURB. EXISTING 6' CHAIN -LINK FENCE TO BE REMOVED. APPROX. 48 LF OF INFILTRATION TRENCH PROPOSED 8' CHAIN-LINK FENCE. PROPOSED 4" DEEP 5/8" MINUS DRAIN ROCK.,,,,..,..,,.,,.,,~,..,,..,.,.,,,,.,,..,,,.,....,,,,,..,,.-=--~,.,.....,_,.,..,--,~~.,.,.,.._,_,~~~=~~~~~~~-----------------. SOUTHEAST CORNER OF PROPOSED BUILDING: N 180144.02 E 1304564.90 EXISTING TREE TO BE REMOVED (TYPICAL). PROPOSED ROCKERY PER . ,,; , .· .· . : ·, . . . ;' .· ELECTRICAL NOTES . ' ,· . ' . . ' '.-: 1. SEE DWG NO. C04 FOR CONTINUATION TO CE!>AR RIVER PARK. CONTRACTOR SHALL INSTALL PROPOSED CONDUCTORS IN EXISTING CONDUITS AND VAULTS BETWEEN THE MT. OLIVET RESERVOIR SITE AND llH E EXISTING VAULTS LOCATED ON THE NORTH SIDE OF MAPL E VALLEY HIGHWAY. 2. PROPOSED 3• RACEWAY CONTAINING PROPOSED GENERATOR START AND ATS FAIL SIGNAL CONDUCTORS FROM EX ISTING AUTOMATIC TRANSFER SWITCH LOCATED AT WELLS 1, 2, ANO 3 PUMP STATION. SEE DWG NO. E04 FOR CONDUIT AND CONDUCTOR INFORMATION. 3, PROPOSED ELECTRICAL VAULT, UTILITY VAULT 3030 -LA OR EQUAL. CONTRACTOR SHALL INllERCEPT EXISTING CONDUIT FROM THE MT. OLIVET SERVICE TRANSFORMER TO THE MT. OLIVET BOOSllER PUMP STATION MAIN DISCONNECT IN ORDER TO REUSE EXISTING SERVICE ENTRANCE CONDUITS TO SUPPLY POWER TO THE EXISTING BOOSllER PUMP STATION FROM THE PROPOSED MT. OLIVE T GENERA TOR BUILDING. 4. CENllERLINE OF PROPOSED RACEWAYS FROM !HE EXISTING MT. OLIVET BOOSTER PUMP STATION TELEMETRY PANEL TO THE PROPOSED MT. OLIVET GENERA TOR BUILDING SIGNAL CABINET. SEE DWG NO. E04 FOR CONDUIT AND CONDUCTOR SIZING . 5. CENllERLINE OF PROPOSED RACEWAY FROM TilE EXISTING SERVICE TRANSFORMER TO THE PROPOSED GENERA TOR BUILDING MAIN DISCONNECT. SEE DWG NO . E02 FOR MORE INFORMATION. ~' 6. CENllERLINE OF PROPOSED RACEWAY FROM TI JE PROPOSED GENERATOR BUILDING TO THE PROPOSED ELECTRICAL VAULT IN ORDER TO --------· ~--:.J:~:7~:q: P;:p;;~:TI1:::::~H~::E :::~:S~:T:~~:::::LB:l:::· l::TI::G P::~LE:: ~:: :::::F::::~~N FOR . _i: < ' POWER. I . 1 1 ,\ BACKFILL TO BE 3/4" -4• WASHED ROCK BACKFILL TO BE 3/4" -4• · WASHED ROCK 6" MIN ,'./(/:/ i 8. ALL PROPOSED VAULTS SHALL BE INSTALLED WITH LIDS BOLTED TO THE VAULT FRAME AND COVER FOR LOCKING PURPOSES . WHEN :•:;;\::_, ·· EXISTING VAULTS ARE TO BE REUSED, CONTRACTOR SHALL REMOVE EXISTING VAULT LIDS, LID FRAMES, AND COVERS AND SHALL PROVIDE ";'.\"(.''.;,, ~~~~A~Ai~.T CO. OR EQUAL LIDS, LID FRAMES, AND COVERS ON ALL EXISTING VAULTS. SEE DETAILS ON DWG NO. EOB FOR MORE 9. ALL PROPOSED CONDUIT llERMINATIONS IN VAULTS SHALL HAVE BELL END CONNECTORS FOR PROTECTION OF CONDUCTORS. ALL EXISTING CONDUIT TERMINATIONS IN VAULTS SHALL HAVE BELL END CONNECTORS INSTALLED AT THE VAULT TERM INATION. 10. All PROPOSED AND EXISTING VAULTS AND lil DS SHALL BE GROUNDED PER N.E.C. SEE GROUNDING DETAIL ON DWG NO. E08 . 11. ALL VAULT LIDS SHALL BE PERMANENTLY MARKED FOR THEIR INTENDED USE, "SIGNAL" FOR ALL SIGNAL AND INSTRUMENTATION VAULTS AND "ELECTRICAL" FOR ALL POWER VAULTS. PERMANENT MARKING SHALL BE 3• HIGH MIN. RAISED WELD BEAD. 16" MIN I 1. PIPE FOR STORM DRAIN INFILTRATION SYSTEMS SHALL MEET THE REQUIREMENTS OF W.S.D.O.T. SECTION \ 6.8.8.2. INFILTRATION TRENCH NEAR 2. PERF ©RA TED CONCRETE UNDERDRAIN PIPE MEETING W.S.D.O.T. SPECIFICATIONS CHAPTER 9-05.2 (2) AND \ A.A.S.H. T.O. DESIGNATION Ml 75, TYPE I, MAY BE USED WITH THE ADDITIONAL CONDITIONS; THE PE~FORA TIONS SHALL BE CIRCULAR AND A MINIMUM OF 1 /2 -INCH IN DIAMETER. THEY SHALL BE CLEf~l Y CUT AND BE SMOOTH AND UNIFORM WITH NO EXCESS CONCRETE LEFT FROM THE HOLE PERFOR t TIONS PROCESS. THERE SHALL BE A MINIMUM OF 7 SETS OF PERFORATIONS WITH 2 HOLES PER SE1 OF PERFORATIONS FOR EACH 3-1 /2 FEET OF PIPE LENGTH. RUBBER GASKETS OR GROUTI Np OF JOINTS FOR PERFORATED PIPE RUNS WILL NOT BE REQUIRED. INSPECTION Of THE PERFOR~D CONCRETE PIPE SHALL BE MADE BY THE MUNICIPALITY BEFORE INSTALLATION OF THE PIPE IN l "'E GROUND. SEE ROCKERY DETAIL ON OWG NO. C09 FOR MORE INFORMATION. S~RVEY CONTROL DEFINITION SIDEWALK HORIZONTAL DATU t : NAD 83/91 DA TUM ESTABLISHED BY HOLDING THE PUBLISHED COORDINATES AT CITY OF RENTON SURVEY CONTROL MONUMENTS #S 2t , 612, 1160 AND 1882. NOllE: COORDINA lqS ASSOCIAllED WITH THIS DRAWING ARE WASHINGTON STATE PLANE, NORlH ZONE, GRID COORDINA TIES D[l~RMINED BY HOLDING lHE GRID COORDINATE AT CITY OF RENTON SURVEY CONTROL POINT # 1882. THE DISTAN6ES SHOWN ON lHIS DRAWING ARE GROUND DISTANCES. TO CONVERT THE DISTANCES SHOWN NOT TO SCALE 6" MIN ON THIS DRAWING lfO STATE PLANE GRID DISTANCES MULTIPLY THEM BY THE COMBINED FACTOR OF 1.00000140801. BENCHMARKS: LABEi NORTHING EASTING ELEVATION 18" MIN lBM "H" (LEAD/ .ACK) 180216.76 1304462.41 152.56' TBM ·1· HUB/Ml 'G/WASHER) 180080.61 1304481.13 152.30' lBM "J" REBAR w, CAP 180140.28 1304356.90 152.78' lBM "K" REBAR w 'CAP 180053.49 1304377.03 157.10' I INFILTRATION TRENCH NEAR DRIVEWAY THE INFORMATION ~Ol'IN ON lHIS PLAN IS A COMPILATION FROM TRIAD ASSOCIATES, JULY 2005. THE CONTRACTOR MAY FIND VARIATIO~S BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOl'IN ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE ~OCA TION OF EXISTING UTILITIES PRIOR TO CONSTRUCTI ON. !EXPIRES J/19/2008! SIC NED: 03 /2:l /o6 !EXP IRES 7 /15/2007j SIGNED: 03 /21 /06 C, z -C _J -z ffi :3 a: a.. I- • I- ~ RH2 ENGINEERING. INC. http: //www .rh 2.co m mai!boi,:i@rh 2.com 1.800.720.8052 EIELUNGHAM OFFICE 360.676 .0836 4 54 We st Hor t on Roa d BO'rHELL OFFICE 425.951.5400 121 00 NE 195th St re et. Sui l e 100 EAST WENATCHEE O F FICE 509.886.2900 .30 0 Simon St reet , Suite 5 PORT ORCHARD OFFICE 360.8 76. 796 0 600 Kitsap Stfeet. Su ite 101 SCAL E SHO'l<N ~ 0 1" 2" DRAWIN G IS NOT TO SCAL E IF BA R IS NOT 2" LONG PL OT, 20 D¥K; NO fNGtl EER, DJB C03 RE',1£Wf0: MM OA T[ JUN 16, 2006 ant REN SH[[T NO . 4 NOT TO SCALE 1 REVISED PER CITY COMMENT DJ3 UU 05/09/06 ,.. NO. 105-079 NO . REVISION BY REVJEW DATE -GEN-D-C03 ~o i. 0 PROPOSED lRANSFORMER. / ------------- ~· " / " / / / / / ------·----- LANDSCAPE PLAN " " " ·· .. I '· .:·; ( I I I I -----------------------------------·----·-----.. -- ,. -~·::.'4._ {r if c(:,\; ' nm.. ,lt ::l".T'1 . A-i-B t\l ~T'J;; ~ l•I J \fet ;LL\;· ,: ·~-~-ft··:7 \ '~,~<\1 ·}·~>'('':{ -~=-:" ~:: :~:_;~ '. ~ :1~,, . '\",'"• ,,;i!i-,, .. {-~~,' le ,~,~'~··~ I I ~~ ... :-·, !/·:;":·; ,•f\'-·.!,, ~-'.:·,:.,) ,,-_ ,}: __ , t·j::/; ,•!!'';~\'-~-:~·.-:'~--'.:'..-'.: I I , i, . . i,,, . , ... ,· I .. , , ..... I ·-/c ;·:: --~.,.,,,·Ji ··;'·~·. "';, ,'\.~ ~, ,:; fr • r-, ~.,,,,., / ,,. ~-· •. . •. "'-,t ._., e ~ c :f~/;}t· _}•;,-,',-, A ,--s: ,~·.:/ -·:<i;cy":·,.:.'.:)-1>. ~ 0 1 • 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG ,..........---------·-· -·------··--·------------ i TREES i QUANTITY S'\'MBOL BOT.<NICAL NAME COMlrdON NAME SIZE ACE R CIRCINA lUM I 3 ~ 70 PINLIS CONTORTA VAR. CONTORTA SHRUBS, FERNS, ANO GROUNOCOVER QUANTITY S'\'MBOL BOTANICAL NAME COMMON NAME VINE MAPLE SHORE PINE 21 0 VACaNII.JM OVATUM EVERGREEN HUCKLEBERRY 20 POL YSTICHUM MUNllVM SWORD FERN 4 ~ Rl~ES SMIGUINEUM RED Fl011£RING CURRENT 3 0 AliEJ.ANCHIER ALNIFOUA SERVICEBERRY 13 • SYMPHORICARPOS ALBA SNO'WERRY 147 c:=J FRAGARIA CHILOENSIS COASTAL SlRAWBERRY 31 c=:J MAHONIA NERVOSA DULL OREGON GRAPE 11 CY c:=J CEDAR GROVE COMPOST MULCH PACIFIC GARDEN MULCH r CODE REQUIREMENTS: --·----" TYPE 1 SCREENING OF 100 LF LANDSCAPED AREA 1 TREE PER 10 LF =10 TREES REQUIRED 10 TREES PROPOSED, 70% EVERGREEN 1 EVERGREEN SHRUBS PER 4 LF= 25 SHRUBS REQUIRED 1 41 SHRUBS PROPOSED EVERGREEN GROUNDCOVERS OVER ALL GROUND NOT COVERED BY A TREE OR SHRUB. i l~LL PLANTS DROUGHT TOLERANT .----·-_/ SIZE SPACING 2 GAL :r O.C. 2 GAL 2' O.C. 2 GAL 2 GAL 5 GAL 6° TALL 1.5" CAL 4• POTS 12" O.C. 1 GAL 18'" O.C. 4" DEl'1H O'IER ENTIRE PLANTED AREA. l EB EB EB EB , EB ,,,~_.' ·' ' --~--~--a' T-posts (metal fence posts}. I /. .. . / Paint poles black. Three per Tree. i, . ;( Remove after 2 years . .,f ~. ' ,;---Plastic chain lock tree tie 2" depth water saucer around perimeter of planting pit. Tree wells 2x rootbolL Mulch with 3• depth 85% compacted coarse bork or "large nugget,! mulch across entire bed. Remove oll burlap from rootboll unless fragile root system Ll);;~b-Remove oil wire or other strapping from raolball _,...iiici'---Loosened native soil. remove oil debris over 2· in dia., see spec. Ensure planting good drainage. l..:;:'.'.:'::=:~~t'---Water and firmly compact before planting pit hos 2 x R otball Deciduous Tree Planting [ _·-10' BVC Lodgepole stoke (or equal), 2" dla. doweled w / chamfered top, 6" conical point, place on windward side, remove after 1 year . ·~· , .. . 1/2" Dia. block rubber hose, 12" long • . ·. . .,,,--12 gauge galv, wire, ·· . ,. , .;, turn back ends into stake ,~ .. ·: Plant 1 1/2" above grade at .'..· ,-:.·< .. ·: :·. which tree grew at nursery ·~· . ... Irrigation basin · · '. :· ._ ... : 3 .. wood chips . Remove any wire, string or other fasteners. Remove all of burlap. Compact soil under plant to ovoid settling Loosened native soil. remove all debris over 2" in diameter. ensure planting pit has good drainage Evergreen Tree Planting Detail Irrigation basin Tree wells 2x rootboll , Mulch with 3" depth 85% compacted coarse bark or "large nugget" mulch across entire bed. Shrubs planted around the stormwoter pond are to be mulched with 4" of hog fule or shredded wood. :,i:J1¥:(ifiw;;,:...-t<emove container and butterfly bottom of plant :;;.c;dii?---Compoct soil under plant to avoid settling illlJi~~mrnr---Native soil loosened, see spec. 3 x Rootball Diameter Shrub Planting EB I EB EB : , ., ' , , . . . , ~----Continuous outer row ot x feet on center. 2/3x feet setback from edge of planting bed with triangular spacing inside bed (typ) •,. Edge of planting bed or pavement ,,, \ \ I \ I i , '---------'-+---------"··-------····-··-··-····---.. ·--··--····· I I f I ( l l I j f . 2/3X (Tl'P.) X =Recommended spacing (see plant symbols on drawing =Actual plant locations L-01) II BARKER LANDSCAPE ARCHITECTS 1514 NW 52nd St. Seattle, WA 981()7 tel: 206.783.2B70 fax: 206.7833212 z :5 a. C, z -a. < 0 u, • 1-::e: SCIENTISTS RH2 ENGINEERING, INC. http:/ /www.rh2.com moilbox~h2.com 1.800.720.8052 BELLINGHAM OFFICE 360.676.0836 454 West Horton Rood BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509 886 2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 360.876.7960 500 Kitsap Streel , Suite 101 SCALE: SHOl'Ytt ~ 0 1· 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOT: ENGINEER• ARH REarnm JBL om, JUN 20, 2006 CtlENT· REN JOB NO., 1 ()5-0]9 ''°""" GEN -0-LOI O\IG NO. L01 NO. ROOM • WALl FAN ' VENTILATOR SCHiEDULE FLOW FLOWRAl[ BACK DRA FT DAMPER MANUFACTURER EXHAU ST 6500 cfm YES FAN lECH "' 176 .11' ---·- NbRTHEAST ELEVATION Ji· = 1' -o · SOUTHWEST ELEVATION x· = r-o" I MODEL FAD E 25-6 12 ::::-=:::::J 4 ACCESSORIE S BACK GUARD; GRAVITY DAMPER ; BIRD SCR EE N; WALl COLLAR _, 166.00' ~ BOT OF OPENING 7'-4" CONCREl[ APRON, TYP LOUVER AND DAMPER SCHEDULE NO. ROOM ®I ENGINE GE NERATOR ROOM ~ ENGINE GENER ATOR ROOM ® ENGIN E GENERATOR ROOM "' 154.00 ' TOP OF FTG ~ 168.00' . TOP OF OPENING FLOW INTAKE INTAKE INTAKE MANUFACTURER LOUVER, DAMP ER DIM ENSIONS POTIORFF EXD-64 5 36"W X 48"H POTIORFF EXD-645 12'W X 14'H POTIOR FF EXD-645 12'W X 14'H WA'/ J\fc: ACCESSORI ES MOUNTING SLEEVE, PLF-120 ACTUATOR MOUNTING SLEE \£, PLF-120 ACTUATOR MOUNTING SLEEVE, PLF-120 ACTUATOR 12 ~4 NORTHWEST ELEVATION • FRONT SOUTHEAST ELEVATION • BACK ~" = 1'-o" _1 REVISED PER CITY COMMEN T 168.00 ' ~ TO P OF DOOR OPENING NO . RE VI SION DJB MM BY REVI EW !EXPIRES 8/2/06 ! SIGNED: 03/17 /06 jEXP!RES 5/29/071 SIGNED: 08 /17 /06 U) z 0 ENGIN EE R S PLANN E RS S CIEN T IS TS RH2 ENGINEERING, INC. http: //www.rh2.com mo il box~h2 .com 1.800 . 720 .8052 BELLINGHAM OFFICE 360 .676.0836 45 4 Wes t Horton Roo d BOTI-IEL L OFFICE 425 .951.5400 12100 NE 195 th Street, Suite 100 EASTWENATCHE:E OFFICE 509 .886 .2 900 300 Simon Str eet, Su ite 5 PORT ORCHARD OFFICE 360.876.7960 600 Kitsap Stree t , Su ite 101 SCALE: SHOWN ~ 0 1" 2" DRAWING IS NOT TO SCA LE IF BA R IS NO T 2" LONG PlOTc 48 DWG NO. ENGll<Effic JMC A02 '"''"°' KLK DATE, JUN 15, 2006 OJEN Tc REN SHEH NO. 14 05 /09 /06 JOB NO., 105-079 DATE Fll.ENAME GEN-D-A01 0 ~iiiiiiiiiiiiilO~o·~~200' l "=100' Emerge . ncy Power Gen . 2006 -Mount Olivet eratrnn Facilities SITE ~ r==i ~ - - Qj - E 0 L,_ I -P ~ r--OJ ~ r----- Qj > r---l<I ---f--> C r--I 0 ~ ___ 1 ~ r---1 Q__ dl ____ r--1 u ~r---- d ' EXISTING MT. OLIVET BOOSTER PUMP STATION . MINOR MODIFICATIONS REQUIRED. ,-- \ ___ J EXISTING LARGE DOUGLAS FIR , -- I I I TREE. ~NG HIGH VOLTAGE VAULT~ ' EXISTING TELEMETRY VAULT WITH TELEMETRY CABLE. I TBM ' ·1·~153.30' ' (HUB/MAG/WASHER) : '' ',/ / ------~ -~=:::::;;;::::'~ -- ' /\ / \ _/ I I -156 - EXISTING SITE PLAN 1· = 20' TBM "H"=152.56' (LE AD /TACK) FUTURE RESERVOIR --/ " "' CONTRACTOR SHALL REMOVE ALL TREES IN AREA SHOl'IT'J. LOCATION OF PROPOSED BUILDING. ~ EXISTING POWER VAULT '\ EXISTING PULL STRING / / / \ \ \ \ I I I I I I EXISTING GA TE EXISTING FIRE HYDRANT TO BE RELOCATED. EXISTING MT. OLIVET RESERVOIR. EXISTING DRIVEWAY EXISTING FENCE TO BE REMOVED DO NOT DISTURB. EXISTING VAf.VE VAULT EXISTING VEGETATION TO BE REMOVED /EXPIRES 3/19/20081 SIGNED: 03/21/oB jrn,IREs 1 /1s /2001! SIGNED: 03/21/oB CJ z -C .J -::) mz a: j 0 a. I-w ~ 1--en APPROXIMATE LOCATION OF PROPOSED BUILDING CJ z EXISTING TELEMETRY VAULT EXISTING 50-PAIR TE LE METR Y CABLE. SPLICE SPARE CONDUCTORS IN TELEMETRY CABLE WITH PROPOSED CONTROL CONDUCTORS TO PROPOSED GENERATOR. EXISTING MT. OLIVET POWER AND ~ TELEMETRY VAULTS U{_:J NO SCALE APPRO XIM ATE LOCATION FROM WHI CH PHOTO WAS TAKEN. SURVEY CONTROL DEflNITION ' HORIZON TAL DATUM: NAD 83/91 ~ (',.'l · ,;lj' DATUM ESTABLISHED BY HOLDING THE PUBLISHED COORDINATES AT CITY OF RENTON SURVEY CONTROL ff. i'i'' f;,1 MONUM ENTS /IS 230, 612 , 1160 AND 1882. \t i~ NOTE: COORDINATES ASSOCIATED 111TH THIS DRA\\1NG ARE WASHINGTON STATE PLANE, NORTH ZONE, GRID ,, COORDINATE S DETERMINED BY HOLDING TH E GRID COORDINATE AT CI TY OF RENTON SURVEY CONTROL POINT # ;.} 1882. THE DISTANCES SHOWN ON THIS DRA\\1NG ARE GROUND DISTANCES. TO CONVERT THE DISTANCES SHOWN -;"f•;- 1tR ON THIS DRAWING TO STATE PLANE GRID DISTANCES MULTIPLY THEM BY THE COMBINED FACTOR OF ::v.· 1.00000140801. f# ·'{:; (i' !lEN!;HMARKS: t~ '°?'< ~;~: LABEL NORTHING EASTING ELEVATION DEVELOPMENT PLANNING bf;f TBM "H" LEAD/TACK) 180216.76 1304462.41 152.56' GITY OF RENTON 4§' ?!ii TBM ·1· HUB/MAG/WASHER) 180080.61 1304481.13 152.30' JUN 30 2006 -, i;,_7- lBM "J " REB AR W/CAP 180140.28 1304356.90 152 .78' ~ TBM "K" REBAR W/CAP 180053.49 1304377.03 157.10' RECEIVED 14 ~&·t.·i;t;04.-'f~,F;l~:~:1&S'fJ;:~fftt~~\£i''f:\~faii;i;~;t;-s.tff,fl;~lij~-~-~fil/.?:-\}i,'k.S:f~~~:f4)'·!i'ii/t'ii.~,11;if~ii:,{=-'.;S\1f;\i\/?ii\:;-\;'>\i~('lh':::}1\l/,~·1t;~J•fJ:;?,1i(J?'~;'f! THE INFORMATION SHOWN ON THIS PLA N IS A COMPILATION FROM TRIAD ASSOCIATES, JULY 2065. THE CONTRACTOR MAY FIND VARIATIONS BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY TH E LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. REVISED PER CITY COMMENT OJB MM NO. REVISION BY REVI EW PLAKCNERS SCIENTISTS RH2 ENGINEERING, INC. http: //www .rh2 .com mailbox@rh2.com 1.800.720.8052 BELLINGHAM OFFICE 360.676 .0836 454 West Horton Rood BOTHELL OFFICE 425.9 51.5400 12100 NE "195th Street, Suite 100 ' ·, ,, EAST WENATCHEE OFFICE 509 .886.2900 300 Simon Street. Suite 5 PORT ORCHARD OFFICE 360.876.7960 600 Kitsap Street, Sui te 101 SCA LE: SHOWN ~ 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2'' LONG PLOT; 20 ENGmEER DJB """"' MM °'"' JUN 15, 2006 CUENT, REN 05/09/06 JOB NO. 105-079 DATE Fll.ENAMC GEN-D -C01 DWG NO. co, SHEET NO. 2 EXISTING MT. OLIVET BOOSTER PUMP STATION. MINOR MODIFICATIONS REQUIRED. - EXISTING LARGE DOUGLAS FIR '\ - . . . . . . ., . . ; -. :. .... .; E~STING FIR E HYORANT AND [30ll.AR OS. · · TO BE .REL<lCATED.>S[E cDWG NO. C03 •· .. -. . ,: FOR MORE INFORMATION . • i . EXiSTING V/\ly[ VAU LT, .c DO . NOT DISTURB · .. ·~ ;~ . \ I , ;!' -I I I I I ··~ ---i I I . / Jg .. ·.. . TBM "1"=15i30' . . • .. (H~B,tMAG/WASHER) ~ ....... / . >· TREE. ~NG HIGH VO TAGE VAULT: '\ _/ ' / I / I I I EXISTING TELE -TRY VAULT WITH TELEM TRY CABLE . EXISTING POWER NDUIT AND VAULT SYSTEM TO BE REUSED . -\56 -'\ I "-/-1 ..... ~ 1\ \ \ EXISTING SITE PLAN ' 1· = 20' .-. ""· TBM "H"=152.56' (LEAD/TACK) --..._ ---........... \ -- FUTURE RESERVOIR ----.___. / "' "" CONTRACTOR SHAUL REMOVE AUL TREES IN AREA SHOWN. LOCATION OF PROPOSED BUI LDING. ~ EXISTING POWER VAULT "' EXISTING PUUL STRING / / / \ \ \ \ I I I I I I EXISTI NG GA TE EXI STING GA TE EXISTING FIRE HYDRANT TO BE RELOCATED. EXISTING MT. OLIVE T RESERVOIR . EXISTING DRIVEWAY EXISTING FENCE TO BE REMOVED EXISTING TELEMETRY VAULT DO NOT DISTURB. EXISTING 50-PAIR TELEMETRY CABLE. SPLICE SPARE CONDUCTORS IN TELE METRY CABLE v.1TH PROPOSED CONTROL CONDUCTORS TO PROPOSED GENERATOR. EXI STING VALVE VAUL T EXI STING VEGETATION TO BE REMOVED APPROXIMATE LOCATION OF PROPOSED BUILDING !EXPIRES J /19/20081 SIC NED: 08 /21 /06 !EXPIRES 7 /15/2007! SICNED: OS/21/06 C, z -C ..J -:::) z m :3 a: Q. ow ~ 1--u, (!J z --I- ~~ ~~ EXISTING MT. OLIVET POWER AND ~ TELEMETRY VAULTS ~ PLANNERS SCI E N T I S TS NO SCALE APPROXIMATE LOCA TI ON FROM \'MICH PHOTO WAS TAKEN. SURVEY CONTROL DEFINITION ' HORIZONTAL DA TUM : NAO 83/91 DATUM ESTABLISHED BY HOLDING THE PUBLISHED COORDINATES AT CITY OF RENTON SURVEY CONTROL MONUMENTS /IS 230, 612, 1160 AND 1882. THE INFORMATION SHOWN ON THIS PLAN IS A COMPILATION FROM TRIAD ASSOCIATES, JULY 2065 . THE CONTRACTOR MAY FIND VARIATIONS BElVIEEN ACTUA L FIELD CONDITIONS AND THOSE SHOWN ON THE PLANS . TH E CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO CON STRUCTION . REVISED PER CITY COMMENT DJB MM NO . REVI SION B Y REVIEW RH2 ENGINEERING, INC. http : //ww w.rh2.co m moi1b ox@rh 2.com 1.800.720.8052 BELLINGHAM OFFICE 360 .676 .0836 454 Wes t Horton Road BOTHELL OFFICE 425.951 54 00 12100 NE "19 5 th Str eet, Suite 100 EAS'f WENA 'fCHEE OFFICE 509.686.2900 300 Si mon Stree t, Suit€ 5 POR1' ORCHARD O FFICE 360.876 . 7960 600 Kilsop St ree t. Su ite 101 SC ALE : SHOWN ~ 0 1" 2" DR AWI NG IS NOT TO SCALE IF BAR IS NOT 2" LO NG PLOT, 20 DWG NO. ENGO EER , DJB C01 OA1" JUN 15, 2006 CLIENT, REN SHE ET liO. 2 05/09/06 Jlil NO., 105-079 DATE FlLENAMEo GEN -D-C01 INSTALL STORM DRAIN INLET PROTECTION PER DETAIL ll11S SHEET. INSTALL STORM DRAIN INLET PROTECTION PER DETAIL ll11S SHEET. PROVlDE APPROX. 25 LF OF SILT FENCE. SEE APPENDIX D. _} I . ·. Tl3M ."1•,;fo3_39·• .-.· ... _···(HUB/MAG/WASHER)·~-, . / / MT. OLIVET PROJECT SITE. ·resc PLAN 1" = 20· IBM "H"=152.56' (LEAD/TACK) REPLACE APPROX. 20 SY OF " SPHALT PAVEMENT. ------- --.. --.-- GRATE STORM DRAIN INLET STRUCTURE CLEARING LIMITS. EXISTING FENCE TO BE REMOVED. CORNER OF PROPOSED ROCKERY: N 180158.20 E 1304562.51 . . . . . h ·~ _____ (,•• ' •• • • 6 ,,.·-.;··"" .,,.<!:·"" ... " .. "' .. ,.,, ...... . BACK OF PROPOSED ROCKERY: N 180140.99 E 1304570.62 REMOVE. EXISTING VEGETATION AS REQUIRED CORNER OF PROPOSED ROCKERY: N 180127.43 E 1304556.03 NOTES: 1. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-·01.3(15). OVERFLOW BYPASS 2. SIZE THE BELOW GRADE INLET DEVlCE FOR THE SEDIMENT AND DEBRIS STORM WATER STRUCTURE IT WILL SERVlCE. 3. THE BELOW GRADE INLET OEVlCE SHALL HA VE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS) • 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BELOW GRADE INLET DEVlCE \\HHOUT SPILLING ll1E COLLECTED MATERIAL. .. . .. . GRATE GEO TEXTILE STORM DRAIN INLET PROTECTION NOT TO SCALE TESC NOTES RETRIEVAL SYSTEM OVERFLOW BYPASS ll1E IMPLEMENTATION OF THESE EROSION CONTROL REQUIREMENTS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF TIJEM IS ll1E RESPONSIBILITY OF ll1E CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED AND PERMANENT VEGETATION 1s: ESTABLISHED. ll1E ESC " REQUIREMENTS ARE REQUIRED TO BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION. ll1E EROSION CONTROL FACILITIES SHOWN ON THESE PLANS ARE NECESSARY TO PREVENT EROSION AND SEDIMENT LADEN WATER FROM LEA VlNG THE SITE. THESE FACILITIES ARE MINIMUM REQUIREMENTS AND MAY NEED TO BE UPGRADED TO CONTROL EROSION AND SEDIMENTATION. IT IS THE ' CONTRACTOR'S RESPONSIBILITY TO INSTALL ANY EROSION CONTROL FACILITIES NECESSARY TO PREVENT SEDIMENT LADEN WATER FROM LEAVlNG THE g~ . A CONSTRUCTION FENCE SHALL BE PLACED AROUND THE PERIMETER OF THE PROPERTY TO IDENTIFY CONSTRUCTION GRADING LIMITS. TEMPORARY RUNOFF CONVEYANCE SHALL BE INSTALLED TO PREVENT RUNOFF FROM ENTERING THE PROPOSED BUILDING PAO AND PARKING LOT AREAS DURING AND UPON COMPLETION OF ll1E SITE GRADING. CLEARING LIMITS: ll1E CLEARING LIMITS HA VE BEEN IDENTIFIED ON THE PLANS. PRIOR TO BEGINNING LANO DISTURBING ACTIVITIES, THE CONTRACTOR \ SHALL CLEARLY MARK ALL CLEARING LIMITS WITH PLASTIC, METAL, OR STAKE WIRE FENCE. THE DUFF LAYER, NATIVE TOP SOIL, AND NATURAL VEGETATION SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. \\1-IERE ll1E DUFF LAYER IS REMOVED, IT SHOULD BE STOCKPILED ONSITE, COVERED TO PREVENT EROSION, ANO USED AS TOPSOIL FOR FINAL SITE STABILIZATldN. SEE THE WASHINGTON DEPARTMENT OF ECOLOGY STORMWA TER MANAGEMENT MANUAL FOR WESTERN WASHINGTON STANDARDS AND SPECIFICATIONS FOR BEST MANAGEMENT PRACTICES (BMP) \\1-IICH CAN BE FOUND AT Tl!E WASHINGTON STATE DEPARTMENT OF ECOLOGY WEB SITE: BMP C101i PRESERVlNG NATURAL VEGETATION, BMP C103: HIGH VlSIBILITY PLASTIC OR METAL FENCE, BMP C104: STAKE ANO WIRE FENCE COVER MEASURES: ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFECTIVE BEST MANAGEMENT PRACTICES THAT PROTECT ll1E SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT, FLOWING WATER, ANO WINO. FROM OCTOBER 1 ll1ROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE ll1AN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. ll11S CONDITION APPLIES TO ALL SOILS ON SITE, WHETI,ER AT FINAL GRADE OR NOT. . SOIL STABILIZATION MEASURES SHOULD BE APPROPRIATE FOR THE ·11ME OF YEAR, SITE CONDITIONS, ESTIMATED DURA1)0N OF USE, AND POTENTIAL WATER QUALITY IMPACTS THAT STABILIZATION AGENTS MAY HAVE ON DOWNSTREAM WATERS OR GROUND WATER. APF\LICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY AND PERMANENT SEEDING, SODDING, MULCHING, PLASTIC COVERING, EROSION CONTROL FABRICS AND MATTING, SOIL APPLICATION OF POLYACRYLAMIDE (PAM), ll1E EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE;PAVED, AND DUST CONTROL. SOIL STOCKPILES MUST BE STABILIZED FROM EROSION, PROTECTED Will, SEDIMENT TRAPPING MEASURES, ANO \\1-IEN POSSIBLE, BE LOCATED AWAY FROM STORM DRAIN INLETS, WATERWAYS AND DRAINAGE CHANNELS. SOILS SHALL BE STABILIZED AT ll1E ENO OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND AND AS NEEDED BASED ON THE WEATHER FORECAST. SEE BEST MANAGMENT PRACTICES: BMP C120: TEMPORARY AND PERMANENT SEEDING, BMP C121: MULCHING, BMP C123: PLASTIC COVERING, BMP C125: TOPSOILING, BMP C130: SURFACE ROUGHENING, BMP C140: DUST CONTROL PERIMETER PROTECTION: SILT FENCE WILL BE USED TO PROV1DE PEf,IMKTER PROTECTION FOR THE PROJECT SITE. SEE BEST MANAGMENT PRACTICES: BMP C233: SILT FENCE ' . STORAGE ANO HANDLING OF LIQUIDS: COVER, CONTAINMENT, ANO PROTECTION FROM VANDALISM SHALL BE PROVlDED FOR ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NON-INERT WASTES PRESENT ON ll1E SITE (SEE CHAPTER 173-304 WAC FOR ll1E DEFINITION OF INERT WASTE). STORAGE AND STOCKPILING OF CONSTRUCTION MA TRERIALS AND WASTES: ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, ll1AT OCCUR ONSITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER ll1AT DOES NOT CAUSE CONTAMINATION 0~ STORMWATER. WOODY DEBRIS MAY BE CHOPPED AND SPREAD ON SITE. . FUELING: FUELING SHALL BE PERFORMED USING SPILL CONTAINMENT METHODS. ON-SITE FUELING TANKS SHALL INCLUDE SECONDARY CONTAINMENT • MAINTENANCE. REPAIRS, AND STORAGE OF VEHICLES AND EQUIPMENT: MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES INVOLVlNG OIL CHANGES, HYDRAULIC SYSTEM DRAIN DOWN, SOLVENT AND DE-GREASING CLEANING OPERATIONS, FUEL TANK ORAi~ DOWN AND REMOVAL, ANO Oll1ER ACTIVlTIES WHICH MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORMW~ TER RUNOFF MUST BE CONDUCTED USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS. CONTAMINATED SURFACES SHALL BE CLEANED! IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. EMERGENCY REPAIRS MAY BE PERFORMED ON-SITE USING TEMPORARY PLASTIC PLACEID BENEATH AND, IF RAINING, OVER THE VEHICLE. ' CONCRETE SAW CUTTING, SLURRY ANO WASH WATER DISPOSAL: \\1-IEN CONCRETE OR ASPHALT SAW CUTTING OCCURS, .ll1E CONTRACTOR SHALL VACUUM 111E SLURRY BEHIND THE SAW TO PREVENT IT FROM ENTERING SURFACE WATERS. THE SLURRY SHALL BE DISPOSED IN A MANNER THAT COMPLIES WITH ALL LOCAL, STA TE ANO FEDERAL REQUIREMENTS. SEE BEST MANAGMENT PRACTICES: BMP C152: SAWCUTTING ANO SURFACING POLLUTION PREVENTION HANDLING OF PH ELEVATED WATER: BMPS SHALL BE USED TO PREVENT OR TREAT CONTAMINATION OF STORMWATER RUNOFF BY PH MODIFYING SOURCES. ll1ESE SOURCES INCLUDE, BUT ARE NOT LIMITED TO, BULK CEMENT, CEMENT KILN DUST, FLY ASH, NEW CO~CRETE WASHING AND CURING WATERS, WASTE STREAMS GENERATED FROM CONCRETE GRINDING AND SAWING, EXPOSED AGGREGATE PROCESSES, AND; CONCRETE PUMPING AND MIXER WASHOUT WATERS. STORMWATER DISCHARGES SHALL NOT CAUSE OR CONTRIBUTE TO A VlOLATION OF THE WATER QUALITY STANDARD FOR PH IN ll1E RECEIVING WATER. ' CONSTRUCTION SITES Will, SIGNIFICANT CONCRETE WORK SHALL ADJUST THE PH OF STORM WATER IF NECESSARY TO PREVENT VlOLA TIONS OF WATER QUALITY STANDARDS. . SEE BEST MANAGMENT PRACTICES: BMP C151: CONCRETE HANDLING APPLICATION OF CHEMICALS INCLUDING PESTICIDES ANO FERTILIZERS: APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, SHALL BE CONDUCTED IN A MANNER AND AT APPLICATION RA TES THAT WILL NOT RESULT IN LOSS OF CH.EMICAL TO STORMWA TER RUNOFF. MANUFACTURERS' RECOMMENDATIONS FOR APPLICATION RATES AND PROCEDURES SHALL BE FOLLOWED. DEVELOPMENT PLANNING CITY OF RENTON JUN 3 0 2006 RECEIVED !EXPIRES 8/2/06 I SIGNED: 03/21/06 ]EXPIRES 7/15/2007) SIGNED: 03/21/06 PLANNERS SCIENTISTS RH2 ENGINEERING, INC. http:/ /www.rh2.com mailbox@rh2.com 1.800.720.8052 BELLINGHAM OFFICE 360.676.0836 454 West Horton Rood BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 360.876. 7960 600 Kitsap Street, Suite 101 SCfaH: SHOWN ~ 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2'' LONG PLOT: 20 OWG NO. ENGll~EER: DJB CO2 R[VlEWEf): MM DAJE JUN 20, 2006 CLIENTc REN SHEET NO. 3 fil REVlSED PER CITY COMMENT OJB MM 05/09/06 JOB NO .. 105-079 NO. REVISION BY REVIEW DATE nL£NAM[ GEN-D-CD2 .--------------------·-·--·---·· ----·-"----····----·--···----·-·-·"'·····--··-· ··-===========::---------------------------------------------+----------------------------r-,--:::::==::::--------v·---1 0 0 0 \ \ \ \ \ \ \ \ \ ·-·-·7 PROPOSED TRANSFORMER. / ~ ------------ -I~ -"" ', I I I I ~ + r ? ' LANDSCAPE PLAN / ~ ~ 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG i--~-:~ANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE 3 0 ACER CIR CINA WM 7 0 PINUS CONTORTA VAR. CONTORTA VlNE MAPLE SHORE PINE SHRUBS, FERNS, AND GROUNDCOVER QUANTITY SYMBOL BOTANICAL NAME COMMON NAME 21 0 VACCINlUM OVATUM EVERGREEN HUCKLEBERRY 20 * POL YSTICHUM MUNITIJM SWORD FERN 4 © RIBES SANGUINEUM RED FLOWERING CURRENT 3 (:) AMELANCHIER ALNJFOLIA SERVlCEBERRY 13 ® S'rMPHORICARPOS ALBA SN01M3ERRY 147 ~ ' FRAGARIA CHILOENSIS COASTAL S1RAW8ERRY 31 ~ MAHONIA NERVOSA DULL OREGON GRAPE 11 CY c:J CEDAR GROVE COMPOST MULCH PACIFIC GARDEN MULCH --·-··-· ---·-----··--· CODE REQUIRElviENTS: TYPE 1 SCREENING OF 100 LF LANDSCAPED AREA 1 TREE PER 10 LF =10 TREES REQUIRED 10 TREES PROPOSED, 70% EVERGREEN I 1 EVERGREEN i,HRUBS PER 4 LF= 25 SHRUBS REQUIRED 41 SHRUBS PFlOPOSED J EVERGREEN GriOUNDCOVERS OVER ALL GROUND NOT COVERED BY ;.\ TREE OR SHRUB. ALL PLANTS [)ROUGHT TOLERANT -------···------·· ------ SlZE 2 GAL 2 GAL. 2 GAL 2 GAL 5 GAL 4" POTS 1 GAL SPACING 3' o.c. 2' o.c. 6' TALL 1.5" CAL 12" o.c. 18" O.C. 4" DEP1H OVER ENTIRE PLAN1ED AREA. EB EB (/ ~\ ' ·, \ ·' F ,.i • (r-,.-;-_ -,-.·. -1-; _·, 4\~;?-:,--~~~~l~f ;;;~~:t:~::s~ce posts). i?,·--. .,-.; rt"f,}, ]{':.·; ,. :\;)'·-i; ~:1" )'f"'{~i'i r::i,.~;\ ~J\1:::,2i:"1 ,( . . . \ },;,:~·,.,:..r-.. t\Jt;f:~·-::-,< '".~Pl~st1c chmn lock tree tte ')-'. \-,,1 li 2 depth water saucer around perimeter i'c i I ,, of planting pit. £~ i ! f 3" dept~ 85% compacted coarse bark or /,: i I ;, & Tree wells 2x rootball. Mulch with !; / l -.. ;;.! "large n'ugget" mulch across entire bed. I \ '" Remove all burlap from rootboll --n~~~k-7 ! i ~-~:., , ., , • unless fragile root system ·' jtil ;1:il:,;: ·· Remove :all wire or other z 2 N 'l I I ' 1(jil!i 11 strappin~ from rootball , 1t Loosened native soil, remove all debris ii over 2" in dia.1 see spec. Ensure planting · good drainage. J..::.".:=::~~;;::J----Water and firmly compact before planting 2 x R otball Di meter Deciduous Tree Planting [ 10' BVC Lodgepole stake (or equol), 2" dia, doweled w/ chamfered top, 6" conical point, place on windward side, remove after 1 year 1/2" Dia. black rubber hose, 12" Jong 2 x ootball Dia ~--12 gauge galv. wire, turn back ends into stoke ---Plant 1 1 /2" above grade at which tree grew at nursery Loosened native soil. remove all del:iris over 2" in diameter, ensure plahting pit has good drainage Evergreen Tree Planting Detail Irrigation basin Tree wells 2x rootball. Mulch with 3" depth 85% :compacted coarse bark or "large nugg·et'1 mulch across entire bed. Shrubs planted around the storm water; pond are to be mulched with 4" of hog fule or shredded wood. pit has liillii!l!C-.--Remove container and butterfly bottom of plant li!JillL---Compac\ soil under plant to avoid settling !tii'.----Native soil loosened, see spec. 3 x Rootball Diameter Shrub Planting :EB 2/3X (TYP.) ~----Continuous outer row at x feet on center. 2/3x feet setback from edge of planting bed with triangular spacing inside bed (typ) Edge of planting bed or pavement X =Recommended spacing (see plant symbols on drawing L:-01) =Actual plant locations )CVELOPMENT PLANNING . ". GITY OF RENTON JUN 3 0 2006 '.ECEIVED BARKER LANDSCAPE ARCHITECTS 1514 NW 52nd St. Seattle, WA 98107 tel: 206.783.2870 fax: 206,783.3212 SCIENTISTS RH2 ENGINEERING, INC. http:/ /www.rh2.corn rnailboxijrh2.com 1.800.720.8052 BELLINGHAM OFFICE 360.676.08.]6 454 West Horton Rood BOTHELL OFFICE 425.951.5400 12100 NE 195th Street, Suite 100 EAST WENATCHEE OFFICE 509.886.2900 300 Simon Street, Suite 5 PORT ORCHARD OFFICE 360.876.7960 600 Kitsap Street, Suite 101 SCALE: SHOWN ~ 0 1" 2" DRAWING JS NOT TO SCALE IF BAR IS NOT 2'' LONG PLOT; DVIG NO. EHGINEER: ARH L01 ,rnrnm JBL DA1E, JUN 20, 2006 CLIENT: REN SHEET NO. 8 JOB NO., 105-079 Fll£NAM£, GEN-D-L01 NO. ROOM ~ WALL FAN VENTILATOR SCH 1EDULE FLOW FLOWRATE BACKDRAFT DAMPER MANUFACTURER EXHAUST 6500 cfm YES FAN TECH ~ 176:11' ·------- NORTHEAST ELEVATION I I x· = r~o· SOUTHWEST ELEVATION ' I J:.• = 1'-0' I ' MODEL FADE 25-6 12 """'::::J 4 - ACCESSORIES BACK GUARD; GRA VlTY DAMPER;. BIRD SCREEN; WALL COLLAR 166.00' ~ BOT OF OPENING 7'-4" CONCRETE APRON, TYP -~--·---c--·----------.-------~-------- LOUVER AND DAMPER SCHEDULE NO. ROOM ® ENGINE GENERATOR ROOM ® ENGINE GENERATOR ROOM ® ENGINE GENERATOR ROOM ~ 154.00' TOP OF FTG 'I, 168.00' TOP OF OPENING FLOW INTAKE INTAKE INTAKE MANUFACTURER POTIORFF POTTORFF POTTORFF 12 4~ LOUVER, DAMPE.R EXD -645 EXD-645 EXD-645 DIMENSIONS 36"W X 48"H 12'W X 14'H 12'W X 14'H ACCESSORIES MOUNTING SLEEVE, PLF-120 ACTUATOR MOUNTING SLEEVE, PLF-120 ACTUATOR ' MOUNTING SLEEVE, PLF-120 ACTUATOR 12 ~4 ! /"-iw ,:•,"ic ' ~--- ' Ir:I: -r ·r ~- -~- ],-- ]~ J,-_, _ NORTHWEST ELEVATION D ~RONT x· = r-o" SOUTHEAST ELEVATION -BACK 14" "' 1'-0" I I 1 REV1SED PER CITY COMMENT 168.00' ~ TOP OF DOOR OPENING NO. REVISION DEVELOPMEl'IT PlANN/NG CITY OF RE/I/TON JUN 3 0 2006 RECEIVED (EXPIRES B/2/06 j SIGNED: 03/17 /06 !EXPIRES 5/29/07 i SIGNED: 03 /17 /06 en z 0 -~ w ...I w c., PLANNERS SCIENTISTS RH2 .ENGINEERING, INC. http: //www .rh2 .co m moil box©:i"h2.c om 1.800. 720.8 052 BELLINGHAM OFFICE 360.676.0836 454 West Horton Rood BOTHELL OFFICE 425.951.5400 12100 NE 195th Stre et, Suite 100 EAST WENATCHEE OFFICE 509 .886 .2 900 300 Sim on Street, Suite 5 PORT' ORCHARD OFFICE 360.876. 7960 600 Kitsap Street, Su it e 101 SCALE: SHOWN ~ 0 1" 2" DR AWI NG IS NOT TO SCALE IF BAR IS NOT 2" LONG PLOt 48 DWG NO. ENGINEER, JMC A02 REVlEWED: KLK om, JUN 15, 2006 SHEET NO. 14 CLJ ENT: REN DJB MM 05/09/06 JOB llO. 105-079 BY REVIEW DATE m,.,,,, GEN-D-A01 ENGINE GENERATOR FUEL LINE. SEE DWG NO. C03 FOR CONTINUATION. CHAIN-LINK GA TE POST, TYP OF 8. POST ROLL UP DOOR Ll~TEL, ~ LOCATIONS SYMMETRIC ABOUT BLDG TYP OF 2 . CENTERLINE. SEE DWG C09 FOR DETAILS 8 l:±@ ,-------------J-~'.'.:'..'..'.~:.::::_:'.'::::_:::.::::.:_::::::_:...:::.:__.:.:_::..::.:.:__ ____ -/-------------------+---L------------------;=i OPENING RST, _TYP ~ NOTE: SEE DWG A01 FOR LOUVER AND VENTILATION SCHEDULE. LEGEND f----------,I---------------~,,___ 32'-0" -------------'--1-'-I _______ I + 1---CONCRETE APRON OUTLINE SPREAD FOOTING EG PAD --· ---··--·---· ~-------·-----------· -·-··----··-------···---.. ---··----·--.. --_____ _,_ _ ___ ,,__ -······------.. ---2,:.a"-:.·--1----1----------13'-4" -------,,..---, 11-~--------12'-0" -------,"--~-,----, @) ' ! 2'-o' I i ------. 1" TH~~;itLD\ HEARING PROTECTION SIGN @ ROOF OUTLINE SPLIT FACE CMU WALL, TYP 11'-4~ SPREAD FOOTING A == I FINISH FLOOR --!CD SPLIT FACE CMU WALL l"i,;•;7;•,~·1 :-,.,;.,.; :,,, DOOR I> .i •I LOUVER l'IIIJ FAN --ROOF OUTLINE FOUNDATION FOOTING STEM WALL FLOOR SLAB\ t 2" CLR TYP 6" STANDARD FOOTING RST PLAN FOOTING SECTION A-A 4"¢ FENCE POST / I CONCRETE APRON.! WHERE NO APRON EXTEND CONCRETE ABOVE GRADE ANO SLOPE TO DRAIN. \ (3) #5 X 6,,~6" I #5 DOWELS ON EAC~ SIDE OF POST. I \ 8" MIN -----12" MIN----- 0 0 HEARING PROTECTION REQUIRED 0 MOUNT WITH 4 ANCHOR BOLTS MIN 1" HIGH ENGRAVED LETTERS 1 /8" THICK 'BLACK LETIERS ON WHITE FACE: ENGRA I/ED SIGN PLATE HEARING PROT~CTION SIGN NOT TO SGALE ENTRY DOOR. ,.,.Jl=~7--l.......~ ,-~~'T_;L~ ,-L-r·-·-- J:J . ----. ---~==-FIRE EXTINGUISHER . ' . FIRST AID KIT ,- .l I J o:::::=::o __ l_ ' .. --1--, 0=1=•7=---r I HEADPHONE STYLE HEARING PROTECTOR AND WALL HOOK -0 -('),~ (2 PAIR REQUIRED) ··--0--WALL MOUNTED EAR PLUG DISPENSER WITH 100 PAIR a@ ~ FENCE~.~~-~. DETAIL E9 SAFETY EQUIP~ENT _ 3'-4" I . I 10'-8" I · 12'-0" THRESHOLD \ .,_______ TYP OF 4 c--------1--, -+------+-----12'-0" ---------1 ------/3N\- ~ 1-----------14'-8" -----j----------1 NOTE: SPECIAL INSPECTION REQUIRED FOR SPLIT FACE CMU CONSTRUCTION AT THIS BUILDING. (300\ SEE ~ FOR GENERAL STRUCTURAL NOTES EXTEND FOOTING FOR FENCE POST EMBEDMENT, TYP. SEE DETAIL THIS SHEE;T, (3'\ -~ FLOOR PLAN %" = 1'-0" I 6" FLOOR PENETRATION FOR FUEL TANK FILL PIPE. VERIFY /3Q§\ LOCATION WITH ENGINE ~ GENERATOR SUBMITIAL PRIOR TO INSTALLATION. CMU CORNER RST ® .. GROUND FLOOR ,OBLIQUE NOT TO SCA LE I ~ ' I NOT TO SCALE DEVELOPMENT PLANNING CITY OF RENTON JUN 3 0 2006 RECEIVED !EXPIRES 8/2/06 ! S!CNED: 03/09/06 !EXPIRES 5/29/07 I SIGNED: 03/09/06 RH2 ENGINEERING, INC . http:/ /www.rh 2.com moi1box@rh2.com 1.800. 720.8052 BELLINGHAM OFFICE: 360 .676.0836 454 West Horton Roo d BOTHEL.L OF'FICE 425.951.5400 · 12100 NE 195th Street, Su ite 100 EAST WENATCHEE OFFICE 509.886.1900 J OO Simon Streel, Suite 5 PORT ORCHARD OFFICE 360.876.796 0 600 Kitsap St reet, Su ite 101 SCAL E: SHOWN ~ 0 1" 2" DRAWING IS NOT TO SCA LE IF BAR IS NOT 2'' LON G PLOT 32 DWG NO. ENGINEfR: JMC 504 RE\O EWED KLK DATE OCT 17, 2005 CUENT REN SI-I EE T NO 15 JOB NO. 105,079 FILEtlAMC GEN-D-S01.DWG ·----····--------- 6'·, ' INSTALL STORM DRAIN INLET PROTECTION PER DETAIL THIS SHEET. INSTALL STORM DRAIN INLET PROTECTION PER DETAIL THIS SHEET. PROVIDE APPROX. 25 LF OF SILT FENCE. SEE APPENDIX D. ' -- ' ' ' ~ ' - <o MT. OLIVET PROJECT S,ITE a ·rESC PLAN 1" = 20' GRATE -1 I-6" MAX NOTES; RETRIEVAL SYSTEM I I TRIM GEOTEXTILE FRAME ___::::===::~~~~S1![---'-~__,,.-1. PERFORM MAINTENANCE IN ACCORpANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(15). GRATE TBM "H"=152.56' (LEAD/TACK) REPLACE APPROX. 20 SY OF . SPHALT PAVEMENT. --....... .......... ". STORM DRAIN INLET STRUCTURE CLEARING LIMITS. EXISTING FENCE TO BE REMOVIED. CORNER OF PROPOSED ROCKERY: N 180158.20 E 1304562.51 ... BACK OF PROPOSED ROCKERY: N 180140.99 E 1304570.62 REMOVE EXISTING VEGETATION AS REQUIRED CORNER OF PROPOSED ROCKERY: N 180127.43 E 1304556.03 "' FUTURE RESERVOIR ----- / / / '\. \ \ \ \ I I I I I I / OVERFLOW BYPASS SEDIMENT AND DEBRIS 2. SIZE THE BELOW GRADE INLET DEVICE FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. THE BELOW GRADE INLET DEVICE SHALL HA VIE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVIERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BELOW GRADE INLET DEVICE WITHOUT SPILLING THE COLLECTED MATERIAL. ·. GEO TEXTILE STORM DRAIN INLET PROTECTION NOT TO SCALE i TESC NOTES THE IMPLEMENTATION OF THESE EROSION CONTROL REQUIREMENTS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THEM IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED AND PERMANENT VEGETATION IS ESTABLISHED. THE ESC REQUIREMENTS ARE REQUIRED TO BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION. OVERFLOW BYPASS THE EROSION CON.IROL FACILITIES SHOWN ON THESE PLANS ARE NECESSARY TO PREVENT EROSION AND SEDIMENT LADEN WATER FROM LEAVING THE SITE. THESE FACILITIES ARE MINIMUM REQUIREMENTS AND MAY NEED.• TO BE UPGRADED TO CONTROL EROSION AND SE~IMENTATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ANY EROSION CONTROL FACILITIES NECESSARY TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE. A CONSTRUCTION FENCE SHALL BE PLACED AROUND THE PERIMETER \ OF THE PROPERTY TO IDENTIFY CONSTRUCTION GflADING LIMITS. ' ' TEMPORARY RUNOFF CONVEYANCE SHALL BE INSTALLED TO PREVIENT RUNOFF FROM ENTERING lllE PROPOSED BUILDING PAD AND PARKING LOT AREAS DURING AND UPON COMPLETION OF THE SITE GRADING. . CLEARING LI MITS: THE CLEARING LIMITS HAVE BEEN IDENTIFIED ON THE PLANS . PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL CLEARLY MARK ALL CLEARING LIMITS VnTH PLASTIC, METAL, OR STAKE WIRE FENCE. THE DUFF LAYER, NATIVIE TOP SOIL, AND NATURAL VIEGETATION SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE' MAXIMUM EXTENT PRACTICABLE. WHERE THE DUFF LAYER IS REMOVED, IT SHOULD BE STOCKPILED ON SITE, COVIERED TO PRE VIENT EROSION, AND USED AS TOPSOIL FOR FINAL SITE STABILIZA TIO:N. SEE THE WASHINGTON DEPARTMENT OF ECOLOGY STORMWATER MAN AG EMENT MANUAL FOR WESTERN WASHINGTON STANDARDS ANO SPECIFICATIONS FOR BEST MANAGEM EN T PRACTICES (BMP) WHICH CAN BE FOUND AT THE WASHINGTON STAT!j DEPARTMENT OF ECOLOGY WIEB SITE: BMP C1D1:! PRESERVING NATURAL VIEGETATION, BMP C103: HIGH VISIBILITY PLASTIC OR METAL FENCE, ~MP C104: STAKE ANO WIRE FENCE '. COVER MEASURES: ALL EXPOSED AND UNWORKED SOILS SHALL BE \STABILIZED BY APPLICATION OF EFFECTIVIE BEST MANAGEMENT PRACTICES THAT ' PROTECT THE SOIL FROM THE EROSIVIE FORCES OF RAINDROP IMPAC T. FLOWING WATER, AND WIND. FROM OCTOBER 1 THROUGH APRIL 30, NO SO ILS SHALL REMAIN EXP \)S ED ANO UNWORKED FOR MORE THAN 2 DAYS . ~R OM MAY 1 TO SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MOR E THAN 7 DAYS. THIS CONDITION APPLIES TO ALL SOILS ON SITE, WHETHER AT FINAL GRADE OR NOT. . SOIL STABILIZATION MEASURES SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, ESTIMATED DURA]JON OF USE, AND POTENTIAL WATER QUALITY IMPACTS THAT STABILIZATION AGENTS MAY HAVE ON DOWNSTR EA M WATERS OR GROUND WA TER . APALICABLE PRAC TIC ES INCLUDE, BUT AR E NOT LIMITED TO, TEMPORARY AND PERMANENT SEEDING, SODDING, MULCHING, PLASTIC COVIERING, EROSION CONTROL FABRICS AND MATTING, SOIL APPLICATION OF POLYACRYLAMIDE (PAM), THE EARLY 1APPLICATION OF GRAVIEL BASE ON AREAS TO BE ]PAVIED, AND DUST CONTROL. SOIL STOCKPILES MUST BE STABILIZED FROM EROSION, PROTECTED WITH SEDIMENT TRAPPING MEASURES, AND WHEN POSSIBLE, BE LOCATED AWAY FROM STORM DRAIN INLETS, WATERWAYS AND DRAINAGE CHANNELS. , ' SOILS SHA LL BE STABILI ZED AT THE END OF THE SHIFT BEFORE A f\OLIDAY OR WIEEKEND AND AS NEEDED BASED ON THE WEATHER FORECAST. SEE BEST MANAGMENT PRACTICES: BMP C120: TEMPORARY ANO PE~MANENT SEEDING, BMP C121: MULCHING, BMP C123: PLASTIC COVERING, BMP C125: TOPSOILING, BMP C130: SURFACE ROUGHENING, BMP C140: oys.1_ CONTROL _ . . ---PERIMUER 'PROTECTION: 'SILT FENCE WILL BE USED TO PROVIDE PERIMf:TEWPROTECTIOWFOR THE PROJEC rsm:----' SEE BEST MANAGMENT PRACTICES: BMP C233: SILT FENCE . , ,, , , ,, STORAGE AND HANDLING OF LIQUIDS: COVER, CONTAINMENT, AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL CH EMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NON-INERT WASTES PRESENT ON THE SITE (SEE CHAPTER 173-304 WAC FOR TH E DEFINITION OF INERT WASTE). STORAGE AND STOCKPILING OF CONSTRUCTION MATRERIALS AND WASTES: ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ONSITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION 0~ STORMWATER. WOODY DEBRIS MAY BE CHOPPED AND SPREAD ON SITE . FUELING: FUELING SHALL BE PERFORMED USI NG SPILL CONTAINMENT METHODS. ON-SITE FUELING TANKS SHALL INCLUDE SECONDARY CONTAINMENT. MAINTENANCE, REPAIRS, AND STORAGE OF VEHIC LES AND EQU IPMEN T: MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEH ICLES INVOLVING OIL CHANGES, HYDRAULIC SYSTEM DRAIN DOWN, SOLVIENT AND DE-GREASING CLEANING OPERATIONS, FUEL TANK ORAi~ DOWN AND REMOVAL, AND OTHER AC TIVITIES WHICH MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORMW~TER RUNOFF MUST BE CONDUCTED USING SPILL PREVENTION MEASURES , SUCH AS DRIP PANS. CONTAMINATED SURFACES SHALL BE CLEANED j IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. EMERGENCY REPAIRS MAY BE PERFORMED ON-SITE USING TEMPORARY PLASTIC PLACEID BENEATH AND, IF RAINING, OVER THE VIEH ICLE. ' CONCRETE SAW CUTIING, SLURRY AND WASH WATER DISPOSAL: WHEN CONCRETE OR ASPHALT SAW CUTIING OCCURS, 'THE CONTRACTOR SHALL VACUUM THE SLURRY BEHIND THE SAW TO PREVEN T IT FROM ENTERING SURFACE WATERS. THE SLURRY SHALL BE DISPOSED IN A MANNER THAT COMPLIES WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. , . SEE BEST MANAGMENT PRACTICES: BMP C152: SAWCUTIING ANO SURFACING POLLUTION PREVENTION . HANDLING OF PH ELEVA TED WATER: BMPS SHALL BE USED TO PREVENT OR TREAT CONTAMINATION OF STORMWATER RUNOFF BY PH MODIFYING SOURCES. THESE SOURCES INCLUDE, BUT ARE NOT LIMITED TO, BUL~ CEMENT, CEMENT KILN DUST, FLY ASH, NEW CO~CRETE WASHING AND CURING WATERS, WASTE STREAMS GENERATED 'FROM CONCRETE GRINDING AND SAWING, EXPOSED AGGREGATE PROCESSES, AND ( CONCRETE PUMPING AND MIXER WASHOUT WA 1ERS. STORMWATER DISCHARGES SHALL NO T CAUSE OR CONTRIBUTE TO A VIOLATION OF THE WA TE R QUALITY STANDARD FOR PH IN THE RECEIVING WATE R. i CONSTRUCTION SITES WITH SIGNIFICANT CONCRETE WORK SHALL ADJUS T THE PH OF STORMWATER IF NECESSARY TO PREVIENT VIOLATIONS OF WATER QUALITY STANDARDS. SEE BEST MANAGMENT PRACTICES: BMP C151: CONCRETE HANDLING APPLICATION OF CHEMICALS INCLUDING PESTICIDES AND FERTILIZERS:! APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZ ERS ANO PESTI CID ES, SHALL BE CONDUCTED IN A MANNER AND AT APPLICA Tl?N RATES THAT WILL NOT RESULT IN LOSS OF CH ~MICAL TO STORM WATER RUNOFF. MANUFACTURERS' RECOMMENDATIONS FOR APPLICATION RA 11:S AND PROCEDURES SHALL BE FOLLOWIEO. ' DEVELOPMENT PLANNING CITY OF RENTON .JUN 3 0 2006 RECEIVED fil REVISED PER CITY COMMENT DJB MM 05/09/06 NO. REVISION BY REVIEW DATE !EXPIRES 8/2/06 j SIGNED: 08 /21 /o6 !EXPIRES 7 /15/20071 SIGNED: 08/21/06 PLANNERS SC I ENT! STS RH2 ENGINEERING, INC. http:/ /www.rh2.c om mailbox@rh2.com 1,800 720.8052 B ELLINGHAM OFFICE 360.676 .0836 45 4 West Horton Road BOTHELL OFFICE 425 .951.5400 12100 NE 195 th Str eel, Suite 100 EAST WENATCHEE OFFICE 50 9.886.2900 300 Simon Stre et, Suite 5 PORT ORCHARD OFFICE 360.876 .7960 600 Kitsap Slre et, Sui te 101 SCAL E: .SHOWN ~ 0 111 2 11 Df!AWING IS NOT TO SCALE IF BAR IS NOT 2'' LONG PLO T: 20 DWG NO. ENG IN EER: DJB CO2 REVIEWED: MM DA TE: JUN 20, 2006 SHEET MO. 3 CLIENT: REN JOB NO., 105-079 Fll£NAI.IE, GEN-D-C02 11 180203.58 1304391.00 S 43d42'7' W 82.91' 180143.65 1304333.72 FENCE CORNER S 12d22'38" E 68.53' FENCE LINE 1 180076.71 1304348.41 FENCE CORNER j N 48d48'13" W 115.11' FENCE LINE 180000.89 1304435.02 FENCE CORNER S 77d0'21' E 61.28' FENCE LINE 19 179987.11 1304494.73 FENCE CORNER S 8d13•34' W 50.23' FENCE LINE 180036.82 1304501.92 FENCE CORNER S 4d38'17' E 40.58' FENCE LINE 180077.26 1304498.64 FENCE CORNER N 51d20'32' E 97.20' FENCE LINE 180137.98 1304574.54 FENCE CORNER N 42d29'44" E 14.57' FENCE LINE 180148.95 1304584.50 FENCE CORNER S 63d51'8" E 18.50' FENCE LINE 180161.01 1304560.20 FENCE CORNER S 40d40'4" E 31.02' FENCE LINE 180184.53 1304539.9 8 FENCE CORNER S 89d58'18" E 17.26' FENCE LINE l 180184.54 1304522.72 FENCE CORNER i N 50d6'31' W 27.16' FENCE LINE \ 180201.99 1304501.92 FENCE CORNER 180190.38 1304478.43 FENCE CORNER l S 19d35'0' E 24.63' FENCE LINE 180213.58 1304470.18 FENCE CORNER S 46d13'50" E 2.72' FENCE LINE 180215.47 1304468.21 FENCE CORNER PROVIDE 12' OPENING IN CURB FOR DRAINAGE OF PAVEMENT TO PROPOSED INFILTRATION TRENCH APPROX. 20 LF OF INFILTRATION TRENCH PROVIDE APPROX. 45 LF OF EXTRUDED CURB EXISTING MT. OLIVET BOOSTER PUMP STATION. EXISTING TELEMETRY VAULT. \ PROPOSED SITE PLAN 1" = 20' EXISTING 3-PORT FIRE HYDRANT. CONTRACTOR SHALL INSTALL A STORZ ADAPTER AS PER RENTON STANDARD DRAWING 8102. SEE APPENDIX FOR STANDARD DRAWING. TBM "H'=152.56' (LEAD/TACK) CONTRACTOR SHALL COMPLETELY REPLACE EXISTING DRAIN AND PIPING TO EXISTING MANHOLE. PROPOSED 6' WIDE GATE PER DETAIL. SEE DWG NO. S09. N 180210.44 1304465.05 OF PAVE: 152.39' ED CONCRETE APRON L. SEE DWG NO. S07. ' ., ' WIDE GA TE. SEE · NO. C09. FUTURE RESERVOIR PROPOSED ENGINE GENERATOR REMOTE FILL STATION. SEE DWG NO. E10 FOR MORE INFORMATION. ENGINE GENERATOR FUEL FILL LINE. SEE SPECIFICATIONS FOR MORE INFORMATION. PROPOSED 14' WIDE ASPHALT DRIVEWAY PER DETAIL SEE DWG NO. C09 EXISTING ROCKERY. DO NOT DISTURB. EXISTING 6' CHAIN-LINK FENCE TO BE REMOVED. APPROX. 48 LF OF INFILTRATION TRENCH PROPOSED 8' CHAIN-LINK FENCE. PROPOSED 4' DEEP 5/8' MINUS DRAIN ROCK. SOUTHEAST CORNER OF PROPOSED BUILDING: N 180144.02 E 1304564.90 EXISTING TREE TO BE REMOVED (TYPICAL). PROPOSED ROCKERY PER DETAIL ON DWG NO. C09. BACKFILL TO BE 3/4" -4" WASHED ROCK 6' MIN 1. SEE DWG NO. C04 FOR CONTINUATION TO CEDAR RIVER PARK. CONTRACTOR SHALL INSTALL PROPOSED CONDUCTORS IN EXISTING CONDUITS AND VAULTS BETWEEN THE MT. OLIVET RESERVOIR SITE AND THE EXISTING VAULTS LOCATED ON THE NORTH SIDE OF MAPLE VALLEY HIGHWAY. 2. PROPOSED 3" RACEWAY CONTAINING PROPOSED GENERATOR START AND ATS FAIL SIGNAL CONDUCTORS FROM EXISTING AUTOMATIC TRANSFER SWITCH LOCATED AT WELLS 1, 2, :AND 3 PUMP STATION. SEE DWG NO. E04 FOR CONDUIT AND CONDUCTOR INFORMATION. 3. PROPOSED ELECTRICAL VAULT, UTILITY VAULT 3030-LA OR EQUAL. CONTRACTOR SHALL INTERCEPT EXISTING CONDUIT FROM THE MT. OLIVET SERVICE TRANSFORMER TO THE MT. OLIVET BOOSTER PUMP STATION MAIN DISCONNECT :IN ORDER TO REUSE EXISTING SERVICE ENTRANCE CONDUITS TO SUPPLY POWER TO THE EXISTING BOOSTER PUMP STATION FROM THE ,PROPOSED MT. OLIVET GENERATOR BUILDING. 4. CENTERLINE OF PROPOSED RACEWAYS FROM THE EXISTING MT. OLIVET BOOSTER PUMP STATION TELEMETRY PANEL TO THE PROPOSED MT. OLIVET GENERA TOR BUILDING SIGNAL CABINET. SEE DWG NO. E04 FOR CONDUIT AND CONDUCTOR SIZING. 5. CENTERLINE OF PROPOSED RACEWAY FROM THE EXISTING SERVICE TRANSFORMER TO THE PROPOSED GENERATOR BUILDING MAIN DISCONNECT. SEE DWG NO. E02 FOR MORE INFORMATION. 6. CENTERLINE OF PROPOSED RACEWAY FRO~ •• THE PROPOSED GENERATOR BUILDING_JQ J !:IE PROPOSED .ELECTRICAL VAULT IN ORDER TO SUPPLY POWER TO THE EXISTING BOOSTER PUMP-STATioN-MOTOR CONTROL CENTER. SEE DWG NO. E02 FOR MORE INFORMATION. 7. CENTERLINt OF PROPOSED RACEWAY FROi THE PROPOSED GENERATOR BUILDING LIGHTING PANEL TO THE REMO TE FILL STATION FOR POWER. 8. ALL PROPOSED VAULTS SHALL BE INSTAL(ED WITH LIDS BOLTED TO THE VAULT FRAME AND COVER FOR LOCKING PURPOSES. WHEN EXISTING VAULTS ARE TO BE REUSED, CONTRACTOR SHALL REMOVE EXISTING VAULT LIDS, LID FRAMES, AND COVERS ANO SHALL PROVIDE UTILITY VAULT CO. OR EQUAL LIDS, LID FRA~jES, AND COVERS ON ALL EXISTING VAULTS. SEE DETAILS ON DWG NO. EDS FOR MORE INFORMATION. ! 9. ALL PROPOSED CONDUIT TERMINATIONS IN VAULTS SHALL HAVE BELL END CONNECTORS FOR PROTECTION OF CONDUCTORS. ALL EXISTING CONDUIT TERMINATIONS IN VAULTS SHALL HAVE BELL END CONNECTORS INSTALLED AT THE VAULT TERMINATION. i 10. ALL PROPOSED AND EXISTING VAULTS AND LIDS SHALL BE GROUNDED PER N.E.C. SEE GROUNDING DETAIL ON DWG NO. E08. I 11. ALL VAULT LIDS SHALL BE PERMANENTLY; MARKED FOR THEIR INTENDED USE, "SIGNAL' FOR ALL SIGNAL AND INSTRUMENTATION VAULTS AND "ELECTRICAL" FOR ALL POWER VAULTS. : PERMANENT MARKING SHALL BE 3" HIGH MIN. RAISED WELD BEAD . 18' MIN • NOTES I 1. PIPE FOR STORM DRAIN INFILTRATION SYSTEMS SHALL MEET THE REQUIREMENTS OF W.S.D.O.T. SECTJON 6.8.8.2. 2. P¢RFORATED CONCRETE UNDERDRAIN PIPE MEETING W.S.D.O.T. SPECIFICATIONS CHAPTER 9-05.2 (2) ~ND A.A.S.H.T.O. DESIGNATION M175, TYPE I, MAY •BE USED WITH THE ADDITIONAL CONDITIONS: THE fERFORATIONS SHALL BE CIRCULAR ANO A MINIMUM OF 1 /2 -INCH IN DIAMETER. THEY SHALL ~~R~5~~~N~u;R~~gS~.E T~~~r~H~~~ ~tl~O~~l:UT~ i~ iX~\~S go~~~giifl~~;~~H T~EH~~f: PER SET OF PERFORATIONS FOR EACH 3-1/2 FEET OF PIPE LENGTH. RUBBER GASKETS OR ~~z~;~NA;E~ jg~~1l~0~1;f R:~:~ TEtE ~~iit~~S ;ELLM~~161~~Ll;~Q~~F~RE1~~~~~~1~gt ;ETHE PIPE \IN THE GROUND. SEE ROCKERY DETAIL ON DWG NO. cog FOR MORE INFORMATION. INFILTRATION TRENCH NEAR $URVEY CONTROL DEFINITION ---- BACKFILL TO BE 3/4" -4• WASHED ROCK SIDEWALK NOT TO SCALE 5• -o· :,.tt.'11~'< FILTER STRIP -1 \l'i'-' 18" MIN INFILTRATION TRENCH NEAR DRIVEWAY NOT TO SCALE HORIZONTAL DtUM: NAD 83/91 MONUMENTS #S 230, 612, 1160 ANO 1882. DATUM ESTABLlrHED BY HOLDING THE PUBLISHED COORDINATES AT CITY OF RENTON SURVEY CONTROL NOTE: COORDINATES ASSOCIATED WITH THIS DRAWING ARE WASHINGTON STATE PLANE, NORTH ZONE, GRID COORDINATES D~TERMINED BY HOLDING THE GRID COORDINATE AT CITY OF RENTON SURVEY CONTROL POINT # 1882. THE DIST~NCES SHOWN ON THIS DRAWING ARE GROUND DISTANCES. TO CONVERT THE DISTANCES SHOWN ON THIS DRAWING TO STA TE PLANE GRID DISTANCES MULTIPLY THEM BY THE COMBINED FACTOR OF 1.00000140801. BENCHMARKS: DE VELOPMENT PLANNING CITY OF RENTON LAeEL NORTHING EASTING ELEVATION JUN 3 0 2006 IBM 'H" (LEAD /TACK) 180216.76 1304462.41 '152.56' TBM 'I' HUB/iMAG/WASHER) 180080.61 1304481. 13 '152.30' RECEIVED TBM "J' REB4R W/CAP) 180140.28 1304356.90 152.78' TBM "K' (REBiR W/CAP) 180053.49 1304377.03 157.10' I THE INFORMATIO~ SHOWN ON THIS PLAN IS A COMPILATION FROM . TRIAD ASSOCIATES, JULY 2005. THE CONTRACTOR MAY FIND VARl~r.ONS BETWEEN ACTUAL FIELD CONDITIONS ANO THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY T1E LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ~ REVISED PER CITY COMMENT DJB MM 05/09/06 NO. REVISIO N BY REVIEW DATE !EXPIRES 3/19/2008) SIGNED: 03/21/06 !EXPIRES 7/15/20071 SIGNED: 03/21/06 • I- ~ SCIENTISTS RH2 ENGINEERING, INC. http: //www.rh2.com rn oilbox@'h2.com 1.800 .720.8052 BELLINGHAM OFFICE 360.676.0836 454 West Horton Road BOTHELL OFFICE 425.951.5400 12100 NE 195lh Street, Su ite 100 EAST WENATCHEE OFFICE 509 .8 86 .29 00 30 0 Simon Street, Suite 5 PORT ORCHARD OFFICE 360.376. 7960 600 Kitsap Street, Suite 101 SCALE: SHOWN ~ 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2'' LONG PLOTc 20 DWG NO . ENC1NEER; DJS C03 REVIEWED: MM OAlE: JUN 16, 2006 SflEE T NO. 4 CUEtH: REN JOB NO.: 105-079 FILH/AME• GEN-D-C03