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HomeMy WebLinkAboutLarge FormatGENERAL NOTES 1. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO ORDERING MATERIAL OR START OF CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. EXISTING CONDITIONS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY BY NORTHWEST SURVEYING, DATED SEPTEMBER, 2009. 3. PROVIDE MINIMUM 6-INCHES OF TOPSOIL TO ALL NEW LANDSCAPE AREAS. 4. MODIFY EXISTING IRRIGATION SYSTEM TO SERVE NEW PLANTING AREAS. ALL NEW PLANTING MATERIAL SHALL BE IRRIGATED BY A FULLY AUTOMATIC PERMANENT UNDERGROUND IRRIGATION SYSTEM UNLESS OTHERWISE NOTED. 5. ALL GROUND COYER SHALL BE PLANTED AT EQUALTRIANGULAR SPACING PER ON CENTER SPACING AS SPECIFIED ON PLANTING PLAN 6. LOCATE GROUND COVER ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY CURB, SIDEWALK, OR OTHER HARD SURFACE, UNLESS OTHERWISE SPECIFIED. I \ \ \ \ \ \ \ \ \ I I \ I \ I \ I \ \ I \ \ \ \ I \ \ \ I I \ \ I \ I I \ \ \ I \ \ \ ' \ "\ ,: \. ' , \ }" \ .\ \ ' · .. '\ \ . \ , \ ' . \ • \ \ ',\ ' . \ ,, \ ,, l \.····\· ':\ .. _.,_ . . ' POWELL AVENUE SW I " \ \ \ \ \ I \ I .. , \ \ \.\ ·-' \ \ \ ;.\ ; ; -'. ., ! \ \ \ -~--------------------------~--~-----~-'c.c. LEGEND SITE BOUNDARY CURB EDGE OF PAVEMENT RAILROAD TRACKS CONCRETE PROPOSED . " . " .. . . . .. . ·. ... . ' .. . . ,; • .. . ~:.. . .... ti:' EXISTING -------- PLANTING LEGEND SHRUBS Fragaria Chiloensis, 'PINK STRAWBERRY', 'BEACH STRAWBERRY' 4" POTS AT 15" O.C. TREES (4) Malus Adirondack 'ADIRONDACK FLOWERING CRABAPPLE' 2-INCH CALIPER (2) Malus Schmidtcutleaf 'GOLDEN RAINDROPS FLOWERING CRABAPPLE' 2-INCH CALIPER 0 0 EXISTING&/ PROPOSED ' STRIPING EXISTING & PROPOSED CURB 1 LANDSCAPE ISLAND PLANTING DETAIL -~----·-·--,:,·.- ' ., ..... ,,:.... .......... •••.... ........... '"················ O, .. ,L C ......... C •...•.•.•.• :O. C ------------------ ) [J ' ... ·.· ' •,. ,J __;:."' -------------------- ISLAND TREE AND GROUNDCOVER. SEE DETAIL 1 /C4.0, TYP. S\ . -------------- m~o~M~ I ····'===========~ ""' <·::;-;::;.;:·:::·:;:: ---------- C4.0 NOT TO SCALE i'' .' •. ,," POWELL A VENUE SW ---------- '·" ·-'< • /., ....... '''' ,','"""''' I Ii ii I n I I : ! I I I I I I I I I I I I I I I : ; I I I I I ,~ I I I I I I I .. ,.,,.,.c,,,,,,.,,;,,,:.j_ . (:,. -IHl·-+t-+-1·--H+++++f-t····f-i-~+1+-ti····i··f·-f--l+/····l·H-+··I··-} i-l-·f···f-i-f-'1·++-l'-l-+J+ I LL.LU_ I H ' i i I I ' ' -. ,.. . I I ------ --,----------··vc ... ' , ......... "'"_.:.,~-,_~----··' I,, V -le'~--· ......... --,-~-~~·:_·_"~_-J_ ii I I L City of Renton Planning Division JUN 2. 2 lUlU Ii :i l1 fi ~MP\. T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Fax: (503) 443-3700 STRIDE ''' CORPORATlOt\ Jcil-llt-9W,f,l~Ol,s\-fil-l~/I ~!!'! ,e W4c1,to:~ D}<d_, PM'..o,c, u, ~·~<:;, (.) <( a. 0:: 0 z (/) <( (9 0:: -<( UJ I--Cl) z 0 1-z UJ a:: 0 z 5 U) r---w I.() ::J 0 z co w 0) ~~ _J _J z WQ ~~ CL W 0 Ct:'. I.() 0) <( z __J <( CJ) __J -a... I-C, Oz __J - C, 1--z z -<( ~ __J a: a... <( a... © T.M. RIPPEY CONSULTING ENGINEERS INC. 201 ALL RIOHT'S RESER'IED THESE DRAWINGS ARE THE PROPERTY Of T.M. RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT 10 BE USED 00 RfPROOUCED IN ANY MANNER EXCEPT IWTH THE PROPER WRlffiN PERMISSION OF T.M. RIPPEY CONSUL TING ENGINEERS INC. DATE: \ \ CHECKED FOR COMPLIANCE TO CITY STANDARDS · • • ' • • • • , · , . 1 , . 1 . 1 , : : 1 : 1·1 , 1 rrr, ' -H-H-j f-H ;.r .. r --H·++-~ .;..1 •.L Li , 1 . • , • I '------------------------. I. I 1'' r·r/--1-11·-1·1-j I'' 11 J_ ---i J ( r·1,,~ -LI l i 1-------------__ ----_ _ ____ , .. 1 1 r·,~,-,_ I 1 1 , -----')n·t-1'1, ---------------• J ·1·1·-1-L I I I ----, "t-'·"!-, l/1 ~ 1-f ,""'r~-+-L.~ .. ;. •, .. I .-------1 ' ! ! '7~~,..~L-t .1 1 , DECEMBER 71 2009 FJLE NAME: TMR9247--civi! base.dwg DRAWN BY: ,.<lA2,,S ---- CHK'D BY: KJK \ . .. ','",:,,,,,. '~ NORTH PARKING LOT ISLAND PLANTING PLAN SCALE: 1" = 20' - I i j ~/~J·~f-.(L_ j f ' . SHEET PROPERTY INFORMATION ADDRESS: 950 POWELL AVENUE SW ZONING: INDUSTRIAL MEDIUM (IM) C4.0 PARCEL NUMBER: 2146100010 LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 PRE -APPLICATION FILE NUMBER: PRE 09-054 PROJECT No.: JUNE 21, 2010 CITY COMMENT RESPONSE 9247 ,If, ·,• ..i, PROJECT CONTACTS GENERAL CONTRACTOR STRIDE CORPORATION CONTACT: GWAIN STREED 9222 SE WOODSTOCK BL VD PORTLAND, OREGON 97266 PHONE: (503) 481-8001 CIVIL ENGINEER T.M. RIPPEY CONSUL TING ENGINEERS CONTACT: KARL KOROCH, PE 7650 SW BEVELAND ST, SUITE 100 TIGARD, OREGON 97223 PHONE: (503) 443-3900 SURVEYOR NORTHWEST SURVEYING CONTACT: CLINT STUBBS, PLS 1815 NW 169TH PLACE, SUITE 2090 BEAVERTON, OR 97006 PHONE: (503) 848-2127 . - AIRGAS NORPAC RENTON SITE PROPERTY INFORMATION ADDRESS: ZONING: PARCEL NUMBER: LEGAL DESCRIPTION: PRE APPLICATION FILE NUMBER: GROSS SITE AREA: SHEET INDEX CO.O COVER SHEET 950 POWELL AVENUE SW INDUSTRIAL MEDIUM (IM) 2146100010 NE 24 T23N R04E PRE 09-054 2.89 ACRES C0.1 EXISTING CONDITIONS PLAN C1 .0 SITE PLAN C1.1 SITE DETAILS C2.0 GRADING PLAN SHEET 1 C2.1 GRADING PLAN SHEET 2 C3.0 UTILITY PLAN SHEET 1 C3.1 UTILITY PLAN SHEET 2 C3.2 UTILITY PLAN SHEET 3 C3.3 UTILITY DETAILS C3.4 CITY OF RENTON UTILITY DETAILS ESC1.0 ESCi.1 A2.1 S2.0 S2.1 S3.1 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL DETAIL FLOOR PLANS AND ELEVATIONS GENERAL NOTES AND FOUNDATION PLAN FLOOR PLANS AND ELEVATIONS BUILDING DETAILS NORTH O _S_IT_E_M_A_P ___________ _ NOTTO SCALE NORTH O_V_IC_IN_IT_Y_M_A_P _________ _ NOTTO SCALE City of Renton Planning Division APR 2 7 iUltl '!Ml?\. T.M. RIPPEY CONSUL TING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Pax: (503) 443-3700 EXPIRES: 11-27-11 () <( a.. 0::: 0 z U) <( (9 0::: -<( LU I--(f) z 0 I-z LU a: ....... w w I (J) a: w 6 'O WWW Cf) Cf) Cf) zzz 000 0. 0. 0. U) U) U) ~~~ S! S! S! WWW "' "' "' "' "' "' 000 (.) (.) (.) i':: i':: i':: 000 s (/) UJ :J z UJ ~ _J _J w s 0 0. 0 lO 0) t- lO 0 co 0) <( s z 0 f-z UJ o::'. -~ :5 it< !rn ~- ~ rl 0 .;; $ isl ~ .,. ! cl, ................. _,,, .......... ....,..,, T.M. RIPPEY ;-o © CONSl)LTING Et,,IGINEERS INC. i o3 2010, AU. RIGHTS RESERYEO '.]! THESE DRA\\lNGS ARE THE PROl'ERlY Of lM. R!PPEY CONSUL TING ENGINEERS INC. ::~ AND ARE NOT TO BE USED OR REPROOUC£D IN ANY MANNER EXCEPT Yllll-1 THE PROPER ~ ViRITIEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. g): DATE: DECEMBER 7 2009 i FILE NAME: TMR9247-civil base.dwg ~ 0 DRAWN BY: AS ! CHK'D BY: KJK 1,.:-=~====:.I i SHEET :.;t ~' ;l; i al i ··co.a ., 1-----------1 :I PROJECT No.: (ll APRIL 27, 2010 CITY COMMENT RESPONSE 9247 J. L...... ........... ---------------------------------------------------------------- ------ I l j " :J ,, !'. ----., l I u I . I ·· i ' ! I / 1--. ,,- I ;GS I ' ~,· ' ! ,, I I I /j i. ASPHALT PAVEMEflT t'>10457 \ ' ' ... f 10489 . 0492 !:L_, ,,.,; .. , .,--; ASPHALT PAVEMENT / ( F'\:):. -.-. ------------------... ,-... ,,_ .. __ -' . ' TAX LOT 2146100012 6' HIG~ CO~CRETE BLOCK WALLS F"OR G/\S CN~JSTER STOR/\G!:: ASPHALT PAVEMENT i '·· 'f TAX LOT 2146100010 ASPHALT PAVEMENT --~~-:;:··:, \ I I / ---~~· / C) N C) C) C) l-o _J ' ')0320 \ ,_._ ' --}---- ' ' ' I =r= I I _fl-_~ ---- ----1-- ::t .j_ f I - -)-------· STORM DRAINAGE NOTES MANHOLE RIM = 20.67' I.E. 18" IN (N)-OUT (S) = 15.8' MAM HOLE RIM = 20.07' I.E. 18" IN (N) = 15.I' I.E. 6" IN (E&W) = 16.0' IE 21" OUT (S) = 15.0' CATCH BASIN RIM/TOP OF GRATE = 19.46' I.E. 6" OUT (W) = 17.5' CATCH BASIN RIM/TOP OF GRATE = 19.54' I.E. 6" OUT (E) = 17 7' IAANHOLE RIM = 19.11' I.E. 12" IN (SE) = 15.1' LE. 12" IN (S) = 14.9' LE. 36" IN (N) = 14.1' I.E. 36" THRU (E TO W) = 13.3' MANHOLE RIM = 19.71' I.E. 36" THRU (E TO W) = 13.3' CATCH 8AS1N RIM/TOP OF GRATE = 19.18' LE. 8" OUT (E) = 16.0' CATCH BASIN RIM/TOP OF GRATE = 19.19' I.E. 6" OUT (W) = 17.3' CATCH BASIN RIM /TOP OF GR1\ TE = 18.57' I.E. 12" OUT (NW) = 16.1' MANHOLE RIM = 20.33' I.E. 8" IN (M&S) = 16.6' I.E. 36" IN (E) = 14.0' I.E. 36" OUT (W) = 139' e,; TCH BASIN RIM/TOP OF GRATE = 19.84' I.E. 8" OUT (N) = 17.8' CATCH BASIN RIM/TOP OF GRATE = 19.97' LL 8" OUT (S) = 18.0' SAJ\JITAf~Y SEWER NOTES (@ MAMHOI.E RIM = 20.21' I.E. 10" IN (N)-OUT (S) = 132' MANHOLE RIM = 19.84' I.E. 10" IN (N)-OUT (S) = 12.7' MANHOLE RIM = 19.45' I.E. 10" IN (N) = 9.8' IE 10" OUT (E) = 9.7' MANHOLE RIM = 19.82' I.E 10" IN (W) = 9.1' I.E. 10" OUT (S) = 9.0' MANHOLE RIM = 19.98' I.E. 10" IN (N) --PIPE NOT VISIBLE I.E. 60" THRU (E 10 W) = 2.0' ,,J-.~ , l ~-) ~--c~~-'_,",, ·~--. (SD13) CATCH BASIN Rll~/TOP OF GRATE = 19.71' I.E. 8" OUT (S) = 18.3' ®13) CATCH BASIN RIM/TOP OF GRATE = 19.73' I.E. 4" IN (W) = 18.2' I.E. 8" IN (N) = 17.8' I.E. 8" OUT (S) = 17.8' (SD15) CATCH BASIN RIM/TOP OF GRATE = 20.21' I.E. 6" IN (E) = 18.1' I.E. 8" IM (N) = 17.8' LE. 1t' OUT (S) = 17.8' (LINE llAS A TRAP AND COULD NOT BE LOCATED PAS[ THIS CATCH BASIN) (SD16) LE. 4" PERF PIPE (S) = 189' I.E. 6" PVC (W) = 18.8' @_11) CATCH BASIN RIM/TOP OF GRATE = 20.02' I.E. 4" IN (E) = 18.5' I.E. 8" OUT (N) = 18.1' (sjjjjl) CATCH BASIN RIM/TOP OF GRATE = 19.93' LE. 4" IN (E) = 18. 1' I.E. 8" IN (S) = 17.7' I.E. 8" OUT (N) = 17.6' ®:@ CATCH BASIN RIM/TOP OF GRATE = 19.83' I.E. 4" IN (E) = 17.7' I.E. 8" IN (s) = 17.3' I.E. 8" OUT (N) = 17.3' ~ CATCH BASIN RIM/TOP OF GRATE = 19.81' I.E. 6" IN (NE) = 17.3' LE. 8" IM (s) = 17.1' I.E. 12" OUT (M) = 16.8' (LINE HAS A · TRAP AND COULD NOT BE LOCATED PAST THIS CATCH BASIN) (SD21) CATCH BASIN RIM/TOP OF GRATE = 19.64' I.E. 6" OUT (sw) = 17 g' TREE TABLE 10162 10163 '!0164 10165 10166 i0167 10168 10316 10317 10318 10319 10320 10335 10336 10337 10338 10339 10340 10394 10397 10398 10399 10444 10446 10447 10457 />< ,;:1,0458 /10459 ' . ,10460 ., ' ,,'." . A1Q46j _10J62 .J0463 10481 al0489' 10492 10493 10549 10550 12" SYCAMORE 11" SYCAMORE 1 O" SYCAMORE 12" SYCAMORE 12" SYCAMOl,E 11" SYCAMORE 13" SYCAMORE 17" SYCAMORE 15" ALDER 12'' ALDER 7" ALDER 8'' COTTONWOOD 9" PINE 12" PINE 4" DECIDUOUS 4" DECIDUOUS 13" PINE 14'' PINE 8" & 11" PINE 11" PINE 2-7" ALDER 6" DECIDUOUS 13" PINE 13" PIN[ 14'' PINE 2-6" ALDER 12'' PINE 10" PINE , 2-10" PINE g" P!NE 8" PIN[ 9" PINE 14" FIR 1J" PINE 5" DECIDUOUS /'' UECIDUOUS 4" DECIDUOUS 2-13" PINE 10552 10553 10554 10556 10559 10560 10565 10592 10593 10594 10595 10596 10745 10746 10747 10751 10753 10754 10858 10859 11059 11" PINE 11" PINE 17" PINE 12" PINE 11" PINE 4" DECIDUOUS 13" SYCAMORE 6" FIR 9" FIR 7" FIR 9" FIR 11" FIR 16" CEDAR 11" CEDAR 2-4" CEDAR 6" & 10" CEDAR 9" CEDAR 2-18" CEDAR 12" & 18" CEDAR 9" CEDAI, 11" DECIDUOUS DECIDUOUS TREE CONIFEROUS TREE FIRE HYDRANT FIRE DEPARTMENT CONNECTION WATERLINE SERVICE MANHOLE WATER METER WATER VALVE IRRIGAllON CONTROL VALVE WATER VAULT AIR RELEASE VALVE SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE SIGN STREET LIGHT MAILBOX BOLLARD RIGHT-OF-WAY LINE BOUNDARY LINE PROPERTY LINE CENTERLINE CURB EDGE OF PAVEMENT EASEMENT FENCE LINE GRAVEL EDGE POWER LINE TELEPHONE LINE TELEVISION LINE GAS LINE STORM SEWER LINE . ~.~' SANITARY SEWER ·,LINE ' ' \ j ' " \ LEGEND EXISTING ,.;;,; ,.,, llllll EXISTING --------- STORM SEWER CLEAN OUT STORM SEWER CATCH BASIN STORM SEWER MANHOLE GAS METER GAS VALVE GAS TANK TRANSFER CONNECTION POWER POLE POWER VAULT POWER JUNCTION BOX POWER RISER TELEPHONE/TELEVISION POLE TELEPHONE/TELEVISION VAULT TELEPHONE/TELEVISION JUNCTION BOX TELEPHONE/TELEVISION RISER SIGNAL JUNCTION BOX FOUND PROPERTY CORNER MONUMENT --------------- -·-+> . EXISTING -~ .. ----· ">.,~~,, WATER LINE .,l~,, --···· ,yp· ... , ----- '\\ ++-t-1 ++-++~+1-H-f-t--RAILROAD TRACKS !sl,. \. ' NORTH City of Renton Planning Division APR 2 7 LUiU EXISTING CONDITIONS SCALE: 1"=30' PROPERTY INFORMATION ADDRESS: 950 POWELL AVENUE SW ZONING: INDUSTRIAL MEDIUM (IM) PARCEL NUMBER: 2146100010 LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 PRE-APPLICATION FILE NUMBER: PRE 09-054 APRIL 27, 2010 CITY COMMENT RESPONSE z Cf) EXPIRES, 7-04-11 () <C r.l. er: 0 z (/) <( (!) er: -<( w 1--(/') z 0 1-z w er:: en z 0 -1--0 z 0 () C, z -l-oo ->< w ~ l'-w LO :::> 0 z co w 0) ::c ~ _J _J z Wo s 1-oz a. w 0 0:: LO 0) ~ 0 0 e SC ~ p: 0 ~ ~ ~ i~ .................. ____ ...,.,, © U.f. RIPPEY 1~ ~0~1Ti1~¥1sNi~~~6 p THESE DRAWINGS ARE THE PROPERTY OF :s: T.t,t RIPPEY CONSULl1NG ENGINEERS !NC, :y AND ARE NOT TO BE US£0 OR REPRODUCED '' IN ANY MANNER EXCEPT 'MTH THE PROPER ~ WRITTEN PERMISSION OF T.M. RIPPEY ~ CONSULTING ENGINEERS INC. ~ 11------------ll!:;c "' :~ DATE DECEMBER 7 2009 FILE NAME: TMR9247-civil base.dwg DRAWN BY: .:,AS:,:_ ___ _ " "' l8 :c •• ' (: CHK'D BY: KJK w, ._:__::_:._:_~======-II~ SHEET C0.1 f(I " I 0 !:! C (l F"1 5 11-----------lpl ~ PROJECT No.: 9247 id1 :s ,c ~ L.----------------------------------------------------------------------------------------------------------...... -----......11:c: GENERAL NOTES 1. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS SHOWN OR IMPLIED ON DRAWINGS PRIOR TO ORDERING MATERIAL OR START OF CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCRE PANCIES. 2. EXISTING CONDITIONS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY BY NORTHWEST SURVEYING, DATED SEPTEMBER, 2009. 3. MATCH EXISTING PAVING AND BASE ROCK THICKNESSES AT NEW PARKING, STORAGE AND MANEUVERING AREAS. IMPERVIOUS AREAS• EXISTING PAVING / ROOF TO REMAIN NEW PAVING NEW ROOF TOTAL IMPERVIOUS TOTAL SITE AREA \1 .' I I .. \ ... ,. < :,, I I \ \ \ ' I \ .\' \ \ \ I \ \ I \ . i \ \ ·, I • I '\ '). '!', \ \ '.I '\ ·y; \ I I I \ )\ :,·:_ \ \ \ \ \ I I \ I I \ I \ I \ ·, \ \ 72,334 fl' 21,557 fl' 1 500 ft' 95,391 ft' 121,063 ft' . \ : ,1, , .... <c.., .t\· ... i ··~ ;}1 '_ -,.,-_ . _: \ \ h \ '\ ';_\ \\/-~··_ .. 25' I ., __ -- \ \ I LEGEND PROPOSED CATCH BASIN EXISTING CATCH BASIN PROPOSED STORM SEWER MANHOLE EXISTING STORM SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT ~-' -~l ',' / ·--~~d j' .,. ·-.,.:.~·"" .. 2' OVERHANG -------- X. " '/, ," > ' Z,_,.,..'"' ___ , 0 SITE BOUNDARY EXISTING EDGE OF PAVEMENT EXISTING CHAINLINK FENCE PROPOSED CHAINLINK FENCE EXISTING RAILROAD TRACKS EXISTING TREE TO BE REMOVED EXISTING TREE TO BE RELOCATED -------·-·--~ ---- ------------0------0-------()---- ---<O>----<Or----<0-- +I I I ' · I • "-Hi i I ---r--1··-L-1·~-r ~ 1-'-,------ , I I I \ ' ; I ' I I * @ @ KEYNOTES 0-- PROPOSED BUILDING ADDITION, SEE 18. . SHEET A2.1. 19. 2. REPLACE EXISTING GRAVEL WITH ASPHALT 20. CONCRETE PAVING AND BASE ROCK. m PROPOSED ASPHALT CONCRETE PAVING 21. AND BASE ROCK. 22. 4. EXISTING DRIVEWAY TO REMAIN. 23. 5. EXISTING ASPHALT TO REMAIN. 24. 6. PORTION OF EXISTING CONCRETE PAD TO 25. BE REPLACED, SEE SHEET A2.1. 26. 7. PROPOSED SAWCUT LINE. 27. 8. PROPOSED CURB. Ji. PROPOSED PARKING AND DRIVE AISLE. 28. 10. PROTECT EXISTING KEYPAD DURING 29. CONSTRUCTION. ADJUST CURB LOCATION AS 30. REQUIRED. 31. 11 . PROTECT EXISTING BOLLARD DURING 32. CONSTRUCTION. ADJUST CURB LOCATION AS 33. REQUIRED. 12 EXISTING VEHICLE SENSOR LOOP TO REMA IN • 34. • EXISTING LANDSCAPE TO REMAIN. EX ISTING SIDEWALK. 15. EXISTING CURB TD REMAIN. 35. 16. REMOVE EXISTING TREE. 17. EXISTING UTILITY POLE TO REMAIN, PROTECT DURING CONSTRUCTION. 36. -. ·. ·cc.:.: .•• ,.:·:;.·_ EXISTING FENCE TO REMAIN. REMOVE EXISTING FENCE. EXISTING SITE/BUILDING SANITARY SERVICE LATERAL. EXISTING STORM CATCH BASIN TO REMAIN. EXISTING FIRE HYDRANT. EXISTING CONCRETE PAD TO REMAIN. EXISTING BUILDING TO REMAIN. PROPOSED DDCV. EXISTING BOLLARD TO BE REMOVED. REMOVE EXISTING WATER VAULT. CAP WATER LINES AS NECESSARY. EXISTING 'AIRGAS' SIGN. CONSTRUCT NEW CHAIN LINK FENCE. INSTALL 28' SLIDING VEHICLE GATE. INSTALL PERSONNEL GATE. PROPOSED SIDEWALK. EXISTING 15' PUBLIC WATERLINE EASEMENT EXISTING ELECTRICAL PANEL. RELOCATE TO TRAFFIC RATED BELOW GRADE BOX. SEE ELECTRICAL PLAN. ADJUST IRRIGATION VALVE BOX TO MATCH FINISH GRADE & INSTALL HS-20 TRAFFIC RATED BOX OR RELOCATE. INSTALL ABOVE GRADE DOMESTIC REDUCED PRESSURE BACKFLOW DEVICE IN HEATED ENCLOSURE. 37. 1o·x12· RECYCLING/TRASH ENCLOSURE. 38. EXISTING PAVING TO BE REMOVED. 39. EXISTING STORM CATCH BASIN TO BE REMOVED. CAP PIPE & INSTALL CLEAN OUT. 40. INSTALL FDC. 41. SOUTH BASIN SWALE. RELOCATE EXISTING TREES TO WEST SIDE i4.· ..• · . NORTH BASIN SWALE. OF NORTH BASIN SWALE. RELOCATED TREES. INSTALL CIP CONCRETE UTILITY TRENCH FOR PROCESS PIPING. SAWCUT AND REMOVE EXISTING PAVING/BASE ROCK AS REQUIRED. SEE DETAIL 5/C1 .1. 46. REMOVE EXISTING ADA LEGEND, SIGN AND LOADING AREA STRIPING. 47. INSTALL NEW ADA LEGEND. SEE DETAIL 4/C1.1. 48. INSTAcL NEW ADA PARKING SIGN, SEE DETAI ~ 47 C1 .1. 49. CONSTRUCT 5' SIDEWALK, SEE DETAIL 7 /C1 .1. 50. CONSTRUCT AOA RAMP AND WALKWAY, SEE DETAIL 6/C1 .1. 51. INSTALL PRE-CAST WHEEL STOP AT 18' FROM END OF STALL, SEE DETAIL 8/C1 .1. ---,- >~ ~-,~"I~~:· ·~ © . • 6 125.5' I @ I .. , I , i , I ;!---@ I i , 25 33 I : I r~--~ss·~~.~~~,,~11 Js ,. I I ;!J-@ 7 I i;1 ... J j_ ' :;; ! • ,.~J:'•{,e -",w .,, ,.--,-,·• 33 ~ ~·//;I \. I //: '.• .. ·, A I ' : I I; I -,'? t:LJ t' c)i' ,I . --. ._ .. >··, .. J· .L:~n .,}: .r -t < .. ;.;_: .. :.: ixr 1"'1F'L""''',"'' ?: ' <-==JI ~H~ };-; ' , .. Ii . 1 ! i I '1'f' \ ' I.... '.! I i J, • I f-' i 11 I ·· l I I . I i 'I i I I I L City ot Renton P la nning Division ~PR 21 iti\U ~· 1 ....... -...... _::.J ·. , .. J i I 11 ·.,: I l,i-r1_:--!-H-H++ .. fH,l:L1.~-1,1-,, .... ~~f ·,:j .. .;...' .. L i '-IL+ .. ,·1-,1·,_,_J .. ,.'J~ .. ~'_., .... ' .. ,'+ .. Lt+·,··,':11 . L. ,, • ...,. ... G[~~ l //L .. ,/i · .. '.' ... 1' ... TrTT 1 • 1 , , 1 , 1 . 1 -+--, ·1 ---t 1 +---.1----_L 1 ...... 1-' 1 1 ·,.~,-: ---.J I I I ' ' I ' I I f I -)-~----/ I i I I ' I • : I I I --.. J't , .. , .. ..1 .... L j • ' • . .. . .. ' , ----, I I • -f .. /-l-1' ' : I f · .•.. ·•.• ---=.;..;..· --=== --~ --_; I ' --I -T-r-1-,-_J_r_J ' ; ~--·- ----. .. .. ,, .. • I I 1-l·-1 .. 4 I I I ---;· ~ l ,~--• I i / /·1--f.__j_ ,1 I i , ti l ',, 1 ----'1 ~~I/> '•:c e..; vv ·L~,-·,,' 1 I f ff~/--.L .f /~ ,--------L-------------- NORTH PROPERTY INFORMATION ~Ml\. T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigafd, Oregon 97223 Ph<me: (503) 443-3900 Prue (503) 443-3700 z <( ...J a_ w I--CJ) ~ en r--w 1.0 => 0 z co w 0) !~ -' z WQ ~ 1--oz a... w 0 a:: 1.0 0) I f !ii Si ~ '° * ,!;; 1----------1 ~ © ~:rn~ ENGINEERS INC. J.· 2010, ALL RIGHTS RrSER\otO "'i" THESE DRAWINGS ARE THE PROPERTY OF = T.M . RlPPEY CONSUL TJNG £N<11NEERS INC. J-~ AND ARE NOT TO BE USED OR REPRODUC(l) IN ANY MANNER EXCEPT 'MTH lliE PRCfffi WRITTEN PERMISSION OF T.M. RIPPEY i ~~:ENAME• ~~~:2~~~=v~ .::09dwQ f 2 DRAWN BY• -"'ASe._____ c CONSULTING ENGINEERS INC. ff CHK'D BY: KJK ! (...:::::::.:::~::::::==:.I f J, SHEET C10 ' C SITE PLAN ADDRESS: 950 POWELL AVENUE SW ;;: ZONING• INDUSTRIAL MEDIUM (IM) • t1i \~•.. I --SC_A_L_E-,-1 .. -=-2-0.-----------------PARCEL NUMBER: 2146100010 J.~' \ , \ _. LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RAN GE 04 n PRE-APPLICATION FILE NUMBER: PRE 09-054 1----------lr, •' i PROJECT No.• f L..----------------------------------------------------------~------_,;;;;.... _______________________ A_P_R,;,;,IL:.::,27;.;,..:2:.:0.;.1 O.:..,:C,;.IT_;Y_C:.O:.M;,:,;,;,:,M;:E;,;.N;.:,T_;,R.;,:E:,:S:.:.P..:O:.:.N.:.:S~E:.L-....;9~2~4::.:,7 __ .Jf I ' I ~ EXTRUDED CONCRETE CURB " @ CURB BREAK DETAIL . ;, NOT TO SCALE CRATING PACIFIC I TH-10 GRATING \ 1Y.,", TYP. - -L 1% x 1% x ~ x CONT (MATCH GRATING) W/ %"0x4" H.S.A. @ 2· -o" 0/C. 2" CLR . ' r NEW CONCRETE ,r-1---1 o" __ .,. 6" .. #3 LJ@ ·, . (5) #4 LONGITUDINAL "' .· ·· .. , / * ALL EXPOSED STEEL TO BE GALVANIZED 3" CLR-r--,f ./'' ! .:_,,' C) , .. " ~:/'. , • / 13" CLR \/'·-.·-. * CONCRETE f'c=3,000 PSI W/ 6% AIR. (/' c=2,500 PSI USED FOR DESIGN) GAS PIPE TRENCH @ TRENCH SECTION SCALE: 1Jf'=1'-0" 2 C1 .1 ' <D 1" 6" I 8" -~---;-,-~--1 '' ,' --- EXTRUDED CONCRETE CURB SET IN EPOXY CEMENT /--FtNISH GRADE @ / BACK OF CURB ASPHALT AND BASE PER GEOTECHNICAL REPORT PAVED AREA ON PRIVATE PROPERTY LANDSCAPE AREA ONLY SAWCUT EXIST. A.C. ---'-RESURFACING TO MATCH EXISTING PAVING EXISTING ~ RESURFACING SECTION "-I"----, 6 .. 1,lf'-0" CRUSHED AGGREGATE BACKFILL (COMPACTED) PIPE ZONE "' OIN • ! i : SECTION. SAW CUT AT LOCATION OF JOINT \:. APPROVED NATIVE BACKFILL t, (COMPACTED) 'i: : i' . 'i' - --1 , ' ·- u "-NOTE: VERIFY ALL o REQUIREMENTS W/ :c JURISDICTION PRIOR /j; TO START OF o CONSTRUCTION. 7'-0" 2'-6" ~ SIGN AND POST (TO COMPLY WITH ICC A117.1, FIG. 703.6.3.1). CONTRACTOR TO COORDINATE SPECIFIC REQUIREMENTS W/ JURISDICTION. ,,,--VAN ACCESSIBLE SIGN -SIGH SHALL STATE '--;::::/=I=;-~ IN 1" HIGH LETIERS: 'VAN ACCESSIBLE" - INSTALL SIGN POST PER MANUFACTURER'S RECOMMENDATIONS SET PLASTIC BASE IN EPOXY BED PER . ~ MANUFACTURER'S RECOMMENDATIONS AT CONCRETE SIDEWALK ~----FACE OF CURB --~--~ EMBEDDED POST PER MANUFACTURER'S RECOMMENDATIONS AT PLANTER =='-. --------------- '1Ml-\_ T.M. RIPPEY CONSUL11NG ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone; (503) 443-3900 Fax: (503) 443-3700 ---PAINTED EMBLEM ON ASPHALT PAVING, 1YP. AT All ADA PARKING. PAINT WHITE. BEDDING OIN '+ Ci?, __ , d,"'""'T,.;.--,_;:..:;',.,-f1 ,-~-'--;-~_;:..:;~--""·••+, ,~ ,,•'•c,.' =----;.;,> --UNDISTURBED NATIVE ·· .• ~ SUBGRADE NOTE: EXPANSION JOINTS @ 15' O.C. EXTRUDED CONCRETE CURB NOT TO SCALE 45· BEVELED EDGE 3 C1 .1 NEW ADA PARKING SIGN, I W/ VAN ACCESSIBLE SIGN. / SEE DETAIL 4/C3.3. Q-·;-, 2· !! ADA LANDING WITH •.,, \ ·' : ' ' ' .. _' .' '. ' ' :·_. _; /: ' ' ·, , ,: CITY"APPROVED .· 6' '. tACTILE\/iARNING, :· ! . '·. -•. r (; , :, . ·,. • ,-.. ,· . ' \_PRE-CAST WHEEL STOP NEW ADA PARKING EMBLEM. -· SEE DETAIL 4/C1 .1. . --' ' ---: i i <:' --· l ( 'Ji," -0 PIPE BEDDING AND PIPE ZONE MATERIAL TRENCH BACKFILL DETAIL NOT TO SCALE / NEW ADA PARKING SIGN. / SEE DETAIL 4/C3.3. Q--' j I 4' l PROPOSED CURB WHITE, 4" WIDE PARKING AND LOADING AREA STRIPES, 1YP. ,,---t-t---NEW ADA PARKING EMBLEM. SEE DETAIL 4/C 1.1. !---NEW ADA PARKING--l~NEW ADA LOADING--+---NEW ADA PARKING--1 STALL 9'-0" AREA 9'-o" STALL 9'-o" @ ADA PARKING DETAIL NOT TO SCALE 4 ADA PARKING EMBLEM AND SIGN C1 .1 NOT TO SCALE 1~1 ·· NOTES 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1)(," TO 3". 2. PANELS SHALL BE 5 FEET LONG. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILl1Y VAULTS, WHEELCHAIR RAMPS, AND AT SPACING ~OT TO EXCEED 45 FEET. 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM ~" RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4-INCHES. 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PVC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 8 C1 .1 CONCRETE SIDEWALK NOT TO SCALE SIDE VIEW 72" ------~-- rs/s" 0 I <I TOP VIEW NOTE: INSTALL WITH 12" GROUND SPIKES OR EPOXY. ~1 0 PRE-CAST CONCRETE WHEEL STOP NOT TO SCALE City of Renton Planning Division APR 2 7 lUIU (.) <( 0.. 0::: 0 z Cl) <( (9 0::: -<( UJ UJ UJ U) "' U) zzz 000 a. a. a. U) U) (f) UJ UJ UJ [l" [l" [l" f-f-;-z z z UJ UJ UJ "' ''"" ~~~ 000 w I--Cl) z 0 I-z w a:: Cl) _J -<( 1-w 0 w 1--(J) s U) I'-w L!') :::> 0 z co w 0) ~~ ....J ....J z w 0 s f- 0 z a. w 0 0:: L!') 0) () () (.) ('-., i': i': i': ; 000 N (/)ooo .-Z -.--.--.-·s Q~~~ ~ ~~(O~ ~ .. > -.-O N -w I I I o::8g;g; .. .......... _ ..................... r © T.M. RIPPEY qj • _C~CQN=SO=LTI~NG=EN=O~NEE=RS=>N=C.~----~ ,.... 2010, ALL RIGHTS RES,.;RVEO .,.__. TiiESE DRAWINGS ARE THE PROPERTY or ~ TJ.4. RIPPEY CONSUL TING ENGINEERS JNC. '( AND ARE NOT TO BE USED OR REPRODUCED r-.. IN ANY MANNER EXCEPT WITH lttE PROPER ~ WRITlEN PERMISSION OF T.M. RIPPEY ~ CONSULTING ENGINEERS INC. :E 1-----------llc:. DATE: DECEMBER 7 2009 ! FILE NAME: TMR9247--civil base.dwg ]" DRAWN BY: AS 5j "' CHK'D BY: KJK "' ._:......:..:...::.:.:....::::::::::====:.t E' :j SHEET ;\ PROPERTY INFORMATION C 11 ~ ADDRESS: 950 POWELL AVENUE SW i ZONING: INDUSTRIAL MEDIUM (IM) 11 u PARCEL NUMBER: 2146100010 "', LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 ;§ PROJECT No.: :<:::. APRIL 27, 2010 CITY COMMENT RESPONSE 9247 PRE-APPLICATION FILE NUMBER: PRE 09-054 -i,i·.,,~~-· 11...--------·--------------------------------------------------------------------------------------------------------------------------------------------...L---------....1;,. \ ' ' ' ' ' ' \ \ \ \ ' I ' ·§::. \ \ \I ' ' J ; .) . ·--. ---. J; i '' / ·---'-..._J···· EXISTING 5" _SITE SANITARY/·, SERVICE TO REMAIN. \ ' " 'I ':.\ [ \ \ l \ \ '.\ \\ ,\ \ \\ \ \ , I \\ '\ \ \\ \\ '\ \ \ \, '\ 11. ' \/ f \ I \ \ \ ' ' \ ' ' \ j I I '\ \ ! \ \ ' \ __ \_CL--- ,, ,.,- . \ ' w _J / < I 3:' (/)/ _J i &: w ,> fo i '0, ,~ IC j (X) :o 'i ,-\ ' \ t - ' . ' ;. I ', ! : ' : ', ' 19.25 I I' ,i 'r I , \ \ '\ \ ! I \ ., ! \ ,\ 72" CONTROL MANHOLE \ SOUTH BASIN ' RIM 22.00 -3"\ ABOVE FG ' EX1.STI!'Jti\Bi2LLAR.D PR Oc"-'-'-'---_J DURING' ONSTRUCTION. 'ADJUST CURB L~SATION AS REQUIRED. ' \ \ :, I \ ' . . \ ' I c--- \ i"/' ,-, (' \ ' ' ,· ' ' ' ) '· i i / ,, ' -0J ,,) ,'~' ./ l / ' ' 21.00TC 20.50G CURB FLUSH W/ PAVING TO EAST 20.06 RIM E \~~ r j20.35G L 20.95TG__ 20.45G(E) MATCH EXIST. -- 20.90TC E 20.45G(E) MATCH EXIST. . 20.90TC ,, 20.40G __ / 2Q.50TC 20.00G CURB BREAK I 2' MINIMUM BOTTOM WIDTH ···"'- 20.30 I 11 I I I I ~:l,OOTC 20.50G 21.15TC 20.65G ,._,...., ~ \ N \, -' 20.,;J5TC , , G 20.4~',, :====:::.i SOUTH BASIN WATER QUALITY SWALE, SEE DETAIL 4/~3.3. 21.00TC 20.50G 19.0Q 21.50TC_ 21.00G 21.70TC 21.20G / ', ' \ / / \ ' \ \ \ 1----~~~~21~~~-11 . 21.55TC 21.05G ~=====:;;:z.( SOUTH BASIN STORM FACILITY OUTLET RIM 18.50 SEE DETAIL 5/C3.3 20.85TC 20.35G 20.BOTC 20.30G 20.70TC 20.20G (E) MATCH EXIST. EXISTING KEYF'All__AND BOI I ARD PROTECT DURING CONSTRUCTION. ADJUST CURB LOCATION AS REQUIRED, 2.LZ5TC 21.25G 21.20TC 20.70G 20. "Z5~TC~-- 20.25G (E) MATCH EXIST. 20.70TC.,~~ 20.20G (E) MATCH EXIST. ,---~c: I T I I I ! I ! _ _I '1"·c :~- -.Iii '' ',-·· U.Ul .-r,:....;: k '·'---- ,, '--" .. r· ,--i I I LJ -·-·- (.-. -1 ' I ~-' .. ,,/_ .: :'!-· ,, ,-<~",/~\ r ,. // ---\~f ·· ~~ ·-·.:f.·::·.·:: CB E RIM 19.93 PROTECT DURING CONSTRUCTION. --") r1 (' ,C,., ~J ·-----., ··-·'""'""'. i f r;, .,, ---·· \ ·~ / ' <, , .. ,,.,,,,,,, .. , r-· ->~~ '" :l"-''"fr}{,; . ., ..•. _._~ /.,fJ -.,_ I I 1:: /' ,'X -/ -.· / !.\ ,---·· ,., .. .,. ____ , __ , __ ) ·- / ' LEGEND 1' CONTOUR 5' CONTOUR STORM SEWER LINE FIRE WATER LINE WATER LINE SANITARY SEWER LINE GAS LINE TELEPHONE LINE POWER LINE CATCH BASIN PROPOSED -~~21-~~ ~~~20~~~ --··-·---·--·-··-·-FVV-·---···-·------ 1111 EXISTING FEATURE OR CONDITION UTILITY POLE MANHOLE CLEANOUT FIRE HYDRANT SPOT ELEVATION CATCH BASIN RIM ELEVATION EXISTING TREE TO BE REMOVED 21.50 /~- CB ~o GENERAL NOTES EXISTING (E) 'U.> @) @ 1 . THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 2. 3. 4. 6. CONTRACTOR SHALL CONTACT THE NW UTILITY NOTIFICATION CENTER AT 800 553 4344 AT LEAST TWO WORKING DAYS BEFORE BUT NOT MORE THAN TEN WORKING DAYS BEFORE THE START OF CONSTRUCTION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY PREPARED BY NW SURVEYING, INC , DATED SEPTEMBER, 2009. T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Fax: (503) 443-3700 (.) <( a.. 0:: 0 z Cl) <( (9 O'.'.'. -<( w I--Cl) z 0 1-z w 0::: s (/) w to ::) 0 z 00 w 0) 5~ _J z ~~ oz 0.. w 0 Ct'. LC) 0) i FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. ',, 7. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION. CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. i •' { . ' ,) ' ·~ 8. DISTURBED AREAS, OTHER THAN WATER QUALITY SWALE TREATMENT AREAS, TO BE PLANTED WITH LAWN SEED MIX OR SOD. TREATMENT AREAS TO BE PLANTED AS DESCRIBED ON SHEET C3.4. IMPERVIOUS AREAS: EXISTING PAVING / ROOF TO REMAIN NEW PAVING NEW ROOF TOTAL IMPERVIOUS AREA TOTAL SITE AREA 72,334 ft' 21,557 ft' 1 500 ft' 95,391 ft' 121,063 ft' City of Renton Planning Division ii l \ NORTH APR i 1 ,uiu GRADING PLAN SHE~~~~~~/Ql A SCALE: 1" = 10' z <( _J 'I"""'" 0... ....... CJ w zw -I 0 (I) <( a: CJ WWW (/) (/) (/) zzz 000 (L Q_ Q_ (/) (/) (/) WWW n:: n:: n:: 1-1-1-.... z z z :::, W LU LU j :a; :a; :a; ' " ~'.:?:2 t 000 -() u u t; /: /: /: :t:.·. ()Ql) N ciioao ~ z ..... ..... ..... rl Q~~~ 0 ~ ~ (0 r.!. -.-~ > ..-0 N ~ LU I I I ~8i~ -............. -............... -.. i © T.M. RIPPEY cii 1-::'::::~'c'g,"':~:"fil±,NG!!!!Rlre!!JH'i's'::NCE,,;Rl,e~,s!NC":. -::-----1 ll THESE ORAWlNGS ARE lliE PROPERTY OF ·- T.M. RIPPEY CONSULTING ENGINEERS fNC. j ANO ARE NOT TO BE USED OR REPRODUCED , ~ IN AN'( MANNER EXCEPT WITJ-l TI-JE PROPER ;:!j WRlffiN PERMISSION OF T.M. RIPPEY &!_ CONSUL TING ENGINEERS INC. -1----------1; DATE: DECEMBER 7 2009 . ! FILE NAME: TMR9247--civil base.dwg ~ DRAWN BY: AS ~ CHK"D BY: KJK ~ e' SHEET ~I ADDRESS: 950 POWELL AVENUE SW ~ PROPERTY INFORMATION C2 O ~ ZONING: INDUSTRIAL MEDIUM (IM) 11 -_§_, l ! I PARCEL NUMBER: 2146100010 LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 ., PRE-APPLICATION FILE NUMBER: PRE 09-054 1----------1~1 PROJECT No.: ::t: L.. ............. -.................. ----------------------------------------------------------------------------............................................ ,.;.A_:P,.;.R.:,:1:,L.:27,;_;,~2:,:0~10:.,:C:.:.;IT~Y-C:,O:.;,::M:M;.:;;E~N~T...:,R.::E:,:S;;:,P_:0:.:,N.:;;S::.:;E:.L--9:!:2~4~7--.Jl !-. ·. 21:53TC. •. · · 21.03AC(I::) . / .. :~ . .! ·•······•· •.. 2.0:99 (.· J .. ---.-· :-·· .... --·- >/.__.-:,._,:: .... : __ ,:·-__ .. :· ---···-- _,. ,.,..,_ .. _,, . ., -------._ .. ·-' ,--~ NORTH BASIN STORM FACILITY OUTLET RIM 17.50 SEE DETAIL 2/C3.3 --, ........ .-... , _ _._ d------', .......... _, ,{/:/ . :'f i,{ . ' ,~---;· ~ ~g::,t'i~ n -ccaS::,r:€J RIM 20. 75 -3" ABOVE FG : ; / ,.., .. ,- 1 •• ,/ ! I )-/ / ' ,,' '.y,, 20.5DTC . ·20:00G . . . . .· .· 19:(:iOFG WEST /SOUTH< iEXTRA HEIGHT CURB ' (=:;~ i\.~~r ···coNSTRUCT48'' SHALLOW .ft.AT TOP MANHOLE. --,-· . . ' . -:· " RIM 20.75 -3 ABOVE FG ,,__ · 20.50TC 20.59 E .,;-:~_::;: ... ,,. ' ... ,.·--·~·, . .;... ... . j >' _ .. _ i \ . ; ,. l : \_ \ ':·y-·· \ ·\ :· .· · .. ~0.77(£) \ . :.::::.:::V. .. ·. •· • ..• \ .· ' ·t ... .. , . CONCRETE UTILITY TRENCH FOR PROCESS PIPING. SEE DETAIL 5/C3.3. 20.00G. . ..:l . a . · 19.:90 · 20.70 E _.,.; ,'>•.·-\ -' --:-;::,··;-~.....____~-.,.~----· --.,·,-,.,.' -.. , ', 1Jl POWELL 20.82TC 20.32AC (E) . . BOTTON WIDTH 18 50 19~~~-~. '•,'" ,, \ ';"--".J NEW BUILDING ADDll'ION) FF 25. 08 , ... / MATCH ADJACENT BUILDING --~ . . . . -· ·. ~·. J9.50TC 19.00G. ··. . . CURB BREAK .. SEE DETAIL l/Cl.1 .· ·-19.60. . . . .,_,, ___ ._~ .. ' i" • '., I AVENUE SW 20.78TC 20.28AC (E) ·: io.i.rAc ci:2· <!•····. .. ·..... I ... ·. ;6.<>0TC 1.9.90G . 'i ' ! · .. · 1 ·· .. / .... · :r .· f--··· 20.36AC E 20.64(E) ,•, . -. . ·. I ' . ' ' I ' l ' l r- / I i : / ' I \ \ I \ \ i 1 ., i .. / ·, \ .. 20.20TC 19.70G .. · 21.74TC <l 21.24AC(E) \ ' \ ' ' 22.11 TC 21.61 AC(E) 21. 73AC(E) \ r· \ r --··· ... , ... , <l<lO i ,· .. ·--·., ..... ·.--.··_ i I I ~· i 21.13AC E I / ! I I I /'/ • . , I \ I '. ,-~; . ' \ ;., ( . I j \ -. ' '-""; I ! j I I I ; / I ' ' \ i ! l J ; J.! '. ;' ! . i ! : I I /'. ,;;.··£ ' \ i' : i \ '· '! ': . . \ \ \ : 1 1 . • ' I! ! I ' j ! : ! : . ' I , ) i i i I • ' i i i I i ; ' I 1 , I ! I I j ! I ii : i; : ' 'i ! _I: ) ' J ! i 1 L I i i; ' . ' ,· •, ' ' \ LEGEND PROPOSED 1' CONTOUR 5' CONTOUR ---21--- ---20~~~--·-·-20--- STORM SEWER LINE WATER LINE SANITARY SEWER LINE GAS LINE TELEPHONE LINE POWER LINE CATCH BASIN EXISTING FEATURE OR CONDITION UTILITY POLE (E) C-0.:, MANHOLE @ CLEANOUT @ SPOT ELEVATION 20.75 ~ CATCH BASIN RIM ELEVATION / RIM 21.50 CB EXISTING TREE TO BE REMOVED GENERAL NOTES 1 . THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 2. 3 . 4. 6. 7. 8. CONTRACTOR SHALL CONTACT THE NW UTILITY NOTIFICATION CENTER AT 800 553 4344 AT LEAST TWO WORKING DAYS BEFORE BUT NOT MORE THAN TEN WORKING DAYS BEFORE THE START OF CONSTRUCTION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS. TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER . THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY PREPARED BY NW SURVEYING, INC., DATED SEPTEMBER, 2009. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION. CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. DISTURBED AREAS, OTHER THAN WATER QUALITY SWALE TREATMENT AREAS, TO BE PLANTED WITH LAWN SEED MIX OR SOD. TREATMENT AREAS TO BE PLANTED AS DESCRIBED ON SHEET C3.4 . IMPERVIOUS AREAS: EXISTING PAVING / ROOF TO REMAIN NEW PAVING NEW ROOF TOTAL IMPERVIOUS AREA TOTAL SITE AREA NORTH 72,334 f\2 21,557 f\2 1 500 ft' 95,391 ft' 121,063 f\2 City of Renton Planning Division APR 2 7 /u,u o-~-~-L:-: 1 -~-~~-. G_P_L_A_N_S_H_E_E_T_2 ___ _ '1Ml-\. T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite lOO Tigard, Oregon 97223 Phone: (503) 443-3900 Fas: (503) 443-3700 () <C (l 0::: 0 z Cl) <C (9 0::: -<C w I--Cf) z 0 I-z w 0:: z <( 5 U) w :J z w > <l'. _J _J w 5 0 a. 0 I!) 0) _J N CL " tu zw QI <( (J) a: CJ uJ w w U) U) U) zzz 000 fu g, fu WWW 0:: 0:: 0:: ~~~ w UJ w " " " " " " 000 () () () i= i= i= 0 0 c3 r-- I!) 0 co 0) <l'. 5 z 0 I-z w 0::: :zc' "' m ~ ~ m 1" g ~ "' ci\ •• 1-----.................... p © TJA. RIPPEY (IJ CONSUL TING ENGi NH RS INC. 'ui 2010 ALL RIGHTS RE'.SERI/EO $ THESE DRAWINGS ARE THE PROPERTl' OF :§; T.M. RIPPEY CONSUL TING ENGINEERS INC. ;o ANO ARE NOT TO BE USED OR REPRODUCED 1 IN ANY MANNER EXCEPT WITH THE PROPER !;': WRITTEN PERMISSION OF T.M. RIPPEY ~ C0NSLiL1ING ENGINEERS INC. F. -DATE DECEMBER 7. 2009 ·~ "' FILE NAME: TMR9247--civil base.dwg c i P' DRAWN BY: .,..A"'S ____ _ CHK'D BY: KJK • n....:=.::..:.:..:_.=:::::====:..D .e> l,':( . I !;;: SHEET PROPERTY INFORMATION C 2 1 i ADDRESS: 950 POWELL AVENUE SW ; ZONING: INDUSTRIAL MEDIUM (IM) 11 u PARCEL NUMBER: 2146100010 ", LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 ~ PRE-APPLICATION FILE NUMBER: PRE 09-054 t----------lltJ.1 PROJECT No.: APRIL 27, 2010 CITY COMMENT RESPONSE 9247 f L----------------------------------------------------------------------------------------------------------------------------------------•----..;...--....11>- ---.1 -c-- ......... ,. -·-··-- , ----'"" ' \ -, \ f.· - /----,_ ~ I T' -~ \ \ --- '1 \ --.,,; \ \ ' : ' I \ \ I ' L.J \ \ ,_ r -- \ EXISTING FIRE HYDRANT \ \ -- \ ' •\ \ \ \ ' \ \ \ ,, ' \ \ _jJ:).---- ' ,\ \ \\ ' \ ' - \ ' - \ \ ~' I l-o z w _, w _, ~ VJ _J _J <( 0:: ~ 0 c[) ro 0 ~ \ ' \ \ \ \ \ '• . ·,_, ____ .;::-::::- \ r .---~l ' \ ( -~·--~, .. ,.. ! ~~ ~ _, ; I EXISTING 6" SITE SANITARY -----'f SERVICE TO REMAIN POWELL AVENUE SW .. '" . -"· -- ..... 't. .:trs,_ '-r-"-,.~~- [ '·) \ / I / ·'-.-._,_.,.... I -----: ;-&II------ I I I 2' MINIMUM .----tt-----c=B~OTTOM WIDTH '-----_ SOUTH BASIN WATER QUALITY SWALE- SEE DETAIL 4/C3_3. EYJSTING _6" SITE SANITARY SERVICE TO REMAIN_ I .. '"\ ! --, _ \ I ,,.,,, --____ _, \.--/ II ' i ! ,-a·-~ ----··, \, ; \ '' i \ INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTOR, SEE NOTE 18_ ""-· ·"····--··--···· .. .. --· . ,. ~,. -- EXISTING 2" DOMESTIC WATER LINE TO REMAIN- /•, i. --. \ ' /1 ····-:\· -- ' \>• .• '.·:P:-·--·· ' i I NORTH EXISTING FIRE HYDRANT LEGEND SANITARY SEWER LINE '\ STORM SEWER LINE GAS LINE ----,,,-/ POWER LINE TELEPHONE LINE WATER LINE FIRE WATER LINE CATCH BASIN -AREA DRAIN MANHOLE CLEANOUT PROPOSED EXISTING ---FW--- 'lMl\.. T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, 'Oregon 97223 Phone: (503) 443-3900 flax: (503) 443-3700 C"· -------------:-:::--::il:c::'.:: FIRE HYDRANT I' !' ::,. (· f.\. '~·,. ,\ . i"'- 1.-- ,_ SITE UTILITY PLAN SHEET 1 SCALE: 1" = 10' - FIRE DEPARTMENT CONNECTION WATER METER BACK FLOW PREVENTOR WATER VALVE IRRIGATION CONTROL VALVE GAS METER ____ DOWNSPOUT (DS) EXISTING FEATURE OR CONDITION EXISTING UTILITY POLE EXISTING TREE (E) 'w o* GENERAL NOTES ,_----»---------------------------- 1- 3_ \ \-6- -: 7_ . ' '•,,, q: \ l 8. ' - g_ 1 o_ 11- 12_ 13_ 15_ 16_ 17, 18_ 19_ ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE-WORK SHALL ALSO CONFORM TO THE STANDARDS OF CITY OF RENTON_ THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES_ CONTRACTOR SHALL CONTACT THE NW UTILITY NOTIFICATION CENTER AT 800 553 4344 AT LEAST TWO WORKING DAYS BEFORE BUT NOT MORE THAN TEN WORKING DAYS BEFORE THE START OF CONSTRUCTION OF THE WORK_ THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC_ CONFIRM VAULT LOCATIONS WITH ENGINEER. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS_ 24-HOUR NOTICE IS REQUIRED_ THIS PLAN IS GENERALLY DIAGRAMMATIC, IT DOES NOT SHOW EVERY JOINT, BEND, FITIING, OR ACCESSORY REQUIRED FOR CONSTRUCTION_ CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH PLUMBING CODE CHAPTER SEVEN, SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE SHOWN_ EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY PREPARED BY NW SURVEYING, INC, DATED SEPTEMBER, 2009- THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS, SPECIFICALLY INCLUDING PIPE SIZE, LOCATION, AND DEPTH_ NOTIFY ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS_ POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLLING PRIOR TO CONSTRUCTION OR ORDERING MATERIALS_ IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE- STORM DRAIN FITIINGS ARE TO BE ECCENTRIC_ SITE RUNOFF HAS BEEN QUANTIFIED USING KCRTS METHOD ANALYSIS_ PIPE SIZING IS BASED ON MANNING'S FORMULA WITH N;Q_013_ IF THE CONTRACTOR DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL BE NECESSARY_ THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE REVISIONS_ PROVIDE DRAINAGE FROM DDCV, WATER METER, AND CHECK VALVE VAULTS AS REQUIRED BY THE JURISDICTION_ PROVIDE ~-HP PUMP WITH DISCHARGE TO HEALTH DEPARTMENT APPROVED LOCATION_ PROVIDE CONDUIT, WIRE, AND CONTROLS TO BUILDING EQUIPMENT ROOM_ CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE A DEDICATED CIRCUIT FOR PUMP_ DOMESTIC WATER LINES, REDUCED PRESSURE DEVICE, AND ACCESSORIES BETWEEN THE WATER METER AND THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR_ UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE_ CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITIINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH B~~j/' ow:-SIXTH BEND OR OTHER APPROVED FITIINGS OF EQUIVALENT SWEEP-p _ 0 Henton /ann,nn.n- PROPOSED ON-SITE IMPERVIOUS AREA: 95,063 SF (2.18 ACRE-::07 1Vision CONTRACTOR'S DESIGN-BUILD BUILDING FIRE SPRINKLERA/'W~q<JNTRACTOR HAS DETERMINE REQUIRED TAP, DDCV, AND FIRE PIPE SIZES_ ,u,u DOMESTIC REDUCED PRESSURE BACKFLOW PREVENfil~~TQ,,);w lfj_STALLED BEHIND RIGHT OF WAY IN -HEATED ENCLOSURE AS 1i!./l'/fe:)';1EIIT:D/{fW.ITY{'j2F RENTON STANDARD DETAIL 350-2, SHOWN ON SHEET C3-4_ PROVIDEL!cDEDICATED ELECTRICAL CIRCUIT, CONDUIT, AND CONDUCTORS FROM BUILDING ELECTRICAL SYSTEM_ EXISTING SITE FIRE PROTECTION SYSTEM TO REMAIN FUNCTIONAL UNTIL NEW TAP, LINE, VAULT, DDCV, AND APPURTANENCES HAVE BEEN INSTALLED, CHLORINATED, TESTED, INSPECTED, AND APPROVED BY THE CITY OF RENTON_ EXPIRES: 11-27-11 () <( a.. $ 0:: w Cf) I'- I-w LO ::) 0 0 -co U) z (j) w z z ~~ 0 (j) <( (9 0::: -<( I-z w er: z -4: ....J 0... ...J ...J w $ 0 0. 0 I.() (j) ~1-_w ....J w FI ::) Cl) w 1--Cl) UJ UJ UJ (/) (/) (/) zzz 000 a. a. a. (/) (/) (/) UJ UJ UJ ,,:re "' z 0 I-z w fl:'. f-f-f-~'5 zzz LU UJ UJ ~~:a: m ~ :'.2 2 <(,:' 000 00(.) "' >->-;,: ~ I-I-,-~ 000 a mooo ; z..-..-.... ..... Q~~?(j ;a ~ ~ <O t.!. ~""' >..-ON ~ LU ' I ' fl'.'.~~ g '-11---------..... r © T.M. RIPPEY ui C0NSUL11NG ENGINEERS INC. <11 11---"'~'~'-~""~"'~"TS=RE~SER~VED~-----ll J'l THESE DRAWINGS ARE THE PROPERTY OF = U.!. RIPPEY CONSULTING ENGfNEERS INC, ,·9 AND AR£ NOT TO BE USEO OR REPRODUCED ' ' IN ANY MANNER EXCEPT 'Mn-t lHE PRWER ~ WRITTEN PERMISSION OF T.M. RIPPEY ;::;,: CONSULTING ENGINEERS INC. ~ 11----------01::- DATE: DECEMBER 7 2009 ~ F!LE NAME: TMR9247--civil base.dwg ] DRAWN BY: _.,A"-S ____ _ ~ a-::C_:_:HK::_'D::_B:_:Y::_: -=KJ=K=====-1 i ~J SHEET ;!; PROPERTY INFORMATION C3 O ~ ADDRESS: 950 POWELL AVENUE SW ; ZONING: INDUSTRIAL MEDIUM (IM) Iii u PARCEL NUMBER: 2146100010 5 LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 6 PRE-APPLICATION FILE NUMBER: PRE 09-054 11----------11t1.' PROJECT No.: APRIL 27, 2010 CITY COMMENT RESPONSE 9247 f L.,..,..,. .... _____ ....., _______ ....., _________ ...., _____________________________________________________________________________________________ ....; _______________ ..L __ ...;;.;;..;.;... __ ....11,, \ \ ' \ ', ' \ ' \ \ \ \\ \ ' ' \ \ \ ' l \\ ' \ \ \ \ ',\ :.1 :,;; ;.•.,,, ' \ \ \ ' \ \ \ \ ' ' \~ .. ·., ,•\ _c:,,. ' \ ' ' \ \ \ \ \ \~ \ ', Cn. \ \ ', ', \ •.\ . ', \ \ ', \ \ I ' \ I •, ' \ \ \ \ ' '· '?\ \ \ . I \ \ \ 'c\ '' \' \ \ \ ' ' • EXISTING FIRE \ HYDRANT \ \ '' ,. '' \: \ \ \ ' z.;. ',, . ., ' 1 \ ; f\ '• ·, \\ \ ~ I f- (') z w _, w _, <( s V) _, _, <( fr:'. w > 0 <{) ~ ~ ' IX) ' 0 ' \ \ \ • '· \ \ '\ \ \ \ -., ' l I ' :t'\, "':·· \ \ I \\ \\ ' I ,,-:. ---.. r EXISTING PUBLIC CB SD12 ' RIM 19.97 ' : 1;:)(ISTING PUBLIC STORM MH SD10 RIM 20.33 I IE OUT 18.00, 8" S \ ; IE IN 16.60 8" N&S \ IE IN 14.00 36" E IE OUT 13.90 36" W \ \ \ ' ' I I \ \ '' , ' ' \ I I • ' \. I \', ... 2' MINIMUM BOTTOM WIDTH SOUTH BASIN WATER QUALITY SWALE. SEE DETAIL 4/C3.3. SOUTH BASIN STORM FACILITY OUTLET RIM 18.50 IE OUT 17.65 8" E SEE DETAIL 5/C3.3 8" @ 0.5% 72" FLOW CONTROL MH RIM 21.25-3" ABOVE FG IE IN 17.60 8" W IE OUT 17.60 8" E BOTTOM 1.3.60 SEE DETAIL 6/C3.3 8" @ 0.3% EXISTING_ 12" STORM \ 0000 0000 0000 0000 0000 0000 0000 0000 0000 ~STRUCT 48" SHALLOW FLAT-TOP RIM 22.50 -3" ABOVE FG IE IN 17.45 12" NW (EXISTING) IE IN 17.45 8" W (NEW) MANHOLE i !'. " . .•. J . ' ' __Jl.-e--'"'-----· -"" ~· _ ___./ ':! I ,,,,, F/,.:s" l._ ---····---- \, i T}T; .... ,._ ..... _. --...... -·" ''\~" EXISTING CS , RIM 20.21 i IE IN 18.1 6" E&W ', IE IN 17.8 8" N IE OUT 17.8 12" S ......... ,····~-·-- ---FW--- EXISTING FEATURE OR CONDITION EXISTING UTILITY POLE (E) 'U) o* GENERAL NOTES 2. 3. 4. 5. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE. WORK SHALL ALSO CONFORM TO THE STANDARDS OF CITY OF RENTON. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. CONTRACTOR SHALL CONTACT THE NW UTILITY NOTIFICATION CENTER AT 800 55.3 4344 AT LEAST TWO WORKING DAYS BEFORE BUT NOT MORE THAN TEN WORKING DAYS BEFORE THE START OF CONSTRUCTION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS. TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. ,, ·,-i.." THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. ' \ 6. THIS PLAN IS GENERALLY DIAGRAMMATIC, IT DOES NOT SHOW EVERY JOINT, BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. 7. ! •, CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH PLUMBING CODE CHAPTER SEVEN, SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE SHOWN. I s. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY PREPARED BY NW SURVEYING, INC, DATED SEPTEMBER, 2009. 9. 10. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS, SPECIFICALLY INCLUDING PIPE SIZE, LOCATION, AND DEPTH. NOTIFY ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLLING PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. STORM DRAIN FITTINGS ARE TO BE ECCENTRIC. 11. SITE RUNOFF HAS BEEN QUANTIFIED USING KCRTS METHOD ANALYSIS. PIPE SIZING IS BASED ON MANNING'S FORMULA WITH N=O 013. IF THE CONTRACTOR DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL BE NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE REVISIONS. ;1 2. '13. '14. i, 15. PROVIDE DRAINAGE FROM DDCV, WATER METER, AND CHECK VALVE VAULTS AS REQUIRED BY THE JURISDICTION. PROVIDE )',-HP PUMP WITH DISCHARGE TO HEALTH DEPARTMENT APPROVED LOCATION. PROVIOE CONDUIT, WIRE, AND CONTROLS TO BUILDING EQUIPMENT ROOM. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE A DEDICATED CIRCUIT FOR PUMP. DOMESTIC WATER LINES, REDUCED PRESSURE DEVICE, AND ACCESSORIES BETWEEN THE WATER METER AND THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. PROPOSED ON-SITE IMPERVIOUS AREA: 95,063 SF (2. 18 ACRES) CONTRACTOR'S DESIGN-BUILD BUILDING FIRE SPRINKLER SUBCONTRACTOR HAS DETERMINE REQUIRED TAP, DDCV, AND FIRE PIPE SIZES. !18. DOMESTIC REDUCED PRESSURE BACKFLOW PREVENTER IS TO BE INSTALLED BEHIND RIGHT OF WAY IN HEATED ENCLOSURE AS INDICATED IN CITY OF RENTON STANDARD DETAIL 350.2, SHOWN ON SHEET C3.4. PROVIDE DEDICATED ELECTRICAL CIRCUIT, CONDUIT, AND CONDUCTORS FROM BUILDING ELECTRICAL SYSTEM. 19. EXISTING SITE FIRE PROTECTION SYSTEM TO REMAIN FUNCTIONAL UNTIL NEW TAP, LINE, VAULT, DDCV, AND APPURTANENCES HAVE BEEN INSTALLED, CHLORINATED, TESTED, INSPECTED. AND APPROVED BY THE CITY OF RENTON. "!Ml\_ T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Bevelaud, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Fax: (503) 443-3700 E'.i:151RES: 11-:27-11 u <( a... s 0:: w (fJ I'- I-w LO :::> 0 0 -z co (/) w (j) z z ~ ~ 0 _J (/) I-_J z w 0 <( z s t-w 0 z (9 0:: a. w 0 c:: LO 0:: (j) -<( i ~- ~ ~ 0 ci:i o o a """' z ..-..-...-8 Q~~~ ~ ~~tor-!. ~ .. ~· > ..... 0 ('\J -UJ I > L o::8~~ ~ u----------i1I © T.M. RIPP~ 11.i ,._~1=i\'=,s:i~)1.~'"0~Rlafh="~s""=RE~=s =1t!&=· ---;,11 THES£ DRAWINGS ARE THE PROPERTY OF ~ T.M. RIPPEY CONSUL TING ENGINEERS !NC. u AND ARE NOT TO BE USED OR REPRODUCED N~ IN ANY MANNER EXCEPT WITH TME PRWER " WRITIEN PERMISSION OF T .M. RIPPEY gz C(l,ISULTING ENGINEERS INC. :E m-----------11eo rn ~ DATE DECEMBER 7 2009 FILE NAME: TMR9247--civil base.dwg ~ i DRAWN BY: ~AS~---- CHK'D BY: KJK Kl a-:::=-::.:.:..-=====I "' ii SHEET \ \ IE OUT 17.42 12" SE (EXISTING) SEE DETAIL 7 /C.3.3. SEE NOTE 9. \ NORTH PROPERTY INFORMATION C 3 1 * \.,,,\... \ SITE UTILITY PLAN SHEET 2 ~~~~Eg,s: ~0°u;T~%iLLM~~~u(I~~ 11 I, SCALE: 1" = 10' 3 •.: \ LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 0 1 ' , PRE -APPLICATION FILE NUMBER: PRE 09-054 11--PR-O-JE_C_T N-o-.: -----,ii~ \ . PARCEL NUMBER 2146100010 \ 1 APRIL 27, 2010 CITY COMMENT RESPONSE 9247 If L-----------------------------------------------------------------------------------......1-----·;: ,,' ., e::·:~~.;;i ~-»--·-<-··--=.:;·;;,.; ~-~-.,-----s+J EXISTING 18" PUBLIC STORM @ 0.0023/tLf_t -1Ml\. ·,Jt<:'. .. ~~ EXISTING PUBLIC STORM MH • ' . . ·RtM-£0.07 IE IN 15.'i°-f8"·N ··"·-(.\ !' IE IN 16.CI 6" E&W . L~ ~) · ··-····-· ·-+I'-----·---...C, "* K ... ---.. ,,;c"" -· ""'"'. '"'· ''--- , ~N OF EXISTING 12" CONNECTION FOR SITE ~~AINAG.E., ··--POWELL. TO REMAIN. IE '15.27 -18". AVENUE SW T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Fax: (503) 443-3700 T ~ it-.,,. """' ) ' ,,.c,, .. ),.··' ( IE OUT 1 '.;.o 21" S ;,i NOfl.lt:J BA,IN STORM FACILITY OUTLET RIM 17.50 IE OUT 17.00 10" S SEE DETAIL 2/C3.3 ···-·-·-----.---····-·-··-.. -. -.,.-, .... --.,, ... _. NORTH BASIN 72" FLOW CONTROL MH .. • . i ·--· "'~ --- '_-----.-..... ,. ,--. · ... ~ FDC : " - :,:,0 2· o .. -~ ~~~I~ 6" FDC . . ~ 5' MINIMUM BOTTOM WIDTH . . . RIM 20.75 -3" ABOVE FG IE IN 16.85 10" N 19------····-··-1--···. I ____ .... - .', ,. ·, ... . • •• ......... , ~-~ ' ' I ', ...... I ...... ' : ...... ,1 ...... ~ '·I .......... / I ' i / EXISTING.·CB SD20 RIM 19.81 ,,..-11:'.° IN 17.3 6" NE IE IN 17.1 8" S IE OUT 16.8 12" N r __ ..... ! . . EXl'.;iJING 12"@ 1.2% ASSUMED-VERIFY. • , • •• < -,,_· . -,..,,. IE-.OUT 16.85 10" E BOT"T10M 12.85 SEE DETAIL 3/C3.3 . I . • \ .. · -_ ·\ ' , .. --" ·. ·-.... I i_·. :?·l // / . . .. . ., . \. \ I .~--..'@~_.1;]% . -. :e -Hl". @ 4% M;N · ••. .·_··.·.·coNSTRUCTSHALLOWiFL;T ~OP''MA~HOL~ · . RIM 20. 75 -' 3''. ABOVE· FG -~·,··.--·· .. .. IE IN 16.20 12" SE (EXISTING) IE IN _1_6 .. 20. 10" W (NEW) -·.· · I\: OUT 16.18 12'1 NW (EXISTING) . .SEE DETAIL 7/C3.:3. SEE -NOTE JJ: / .. ; . . i: . .. ::_· .. : .... :. --~----<-,:.: . I I I I ·. NORTH· BASl['l WATER QUALITY 'SWALE, ·.·.· . · _SEE DE_TAIL_ 1/C3.J FOR TYPlCAL SECTION. ........ ~,.:._. NEW BUILDING ADDl1!.Q!'l) ! ,.. .... --1 RAIN DRAIN DOWNSPOUTS1o DISCHARGE TO PAVEMENT\ SURFAGE ADJACENT TO BUILDING, ··._ f • l • .. 1 · .. -. ' . .. :· ····•l•••<·•~-.• --...•.•. _.~.-· ~~~~~ -_ .. · -~---- . . :• . ·1 ' .·; _/. ~\ -· .- . . . . _ ... 0 .· '& ... · 1 • ;NSTALL 6" ;DCV V ULT PIV & ..• FOCFITTINGS ro REPLACE EXISTING · .. FIRE SERVICE, .SEE .CITY Of RENTON .. · DETAIL ON SHEET· G3.4: .. ' ·.·,-· ' _,,_. ~ i ! I / -. · .. : . ·:--_ '. ... ~??,.,:~• ' 1 <WT IN ~NEW 8"x6" FLGxMJ \ GATE VALVE, INSTALL THRUST BLOCK. ' \ j ' l ' I ' ! ... ' I j \ ! \ ' \ 39'± ., f' l \ \ ) ', / .I i I ,,/ () <C a.. 0:: 0 z U) <C C) 0:: -<C w I--(/) z 0 1-z w 0:: ~ i'-w LO ::::> 0 z co w CJ) !~ --' z ~ f2 oz a. w 0 0::: LO CJ) ........... • 1· /;_· .... ~~l,,·,. ········ ····· . .., .... , .... / .>,· .•...• ' '"'''".'l"'' . 'i •.. :·.:.: .•.•.. , •.... , . ··\ . . // ._···-.;~:--~~~ ... :\ ..... .....:-.....~-\: .................. ~; ... :~<>;~1'.:::.·::::,.==,,.==='c=:.:i '--.__ 1 /• "" ·\ -., "'-....(·, '~''."- f ·-~ __ :..__ __ ,_,.. ' I \ EXISTING 15' PUBLIC WATER EASEMENT\PER CITY PUBLIC PROJECT W, 569_ I I l i . : I i j l j -~ t" ! - \ I \ ~ ...... 1'·· .• , \ / .,'• ' . ' : ......... '-, <·· .. .r " \ ·-/ · .. ,1-....~ .... _ ... , i / ! / !/ 1 • ' i i 'I l. l ,. • \ \ l . ' ' ( ;, ; ) ; ,..._ ..... ,11. ,., \ ,. ,,. //. ~'--.._ ' -.... ' ',,-...1',' " nr\. / . '::._.·r..._1·, ...... ·-.:',1--..,,...---+-...l ____ ........ i''·c,.~.~ t................. '. ,...:1 .. ' . l:\J-: , r -.._ EXISTING BUILDING TO REMAIN .......... "1 ,. PROPOSED •· ' -·,( . I ' I / EXISTING PUBLIG 8" DI WATER MAIN '<TO REMAIN. ' . ; l ~ .. ,fl "~ti \ "--·---'-\ ! ' ' 'j ...... 'l . I . ,....., ',/ CON<::RETE PAD ' -~-,, .. . ....... -,,,_ ', -..: :_,-.., __ ' ,, ', -...... , ..._ I I I I I • I • / ' '-. ' . /'·. . . '-., "-.....__ , CONCRETE UTILITY TRENCH ,., , · .. · ..... ',,. , ·,...._ '~ 'FGR PROCESS PIPING. :_ · l ..... ...... ', , '-..j' SEE DETAIL 5'/C1 .1. , 1 '·,. ' '-.._ ........................ -........: .......... :......>~ ... i ' ' •.• . . . . ...... ', ... '•, -"----·-'--··""·-'---"---"'--·r'--f,,-·=r"'====='=='-'=>=='=,,!=6~bda,da;abd~~~,;J,,,;~4~u~,1;J,,;.,,__L:J:o::cr:i=r:c::m:.:c:ocr:c::m::c:mer:r:o::rJ::Jcr:::c:E1:c:r:ct~---............ , .... ,,,'-• ..._··-.... ...... ':e.._ ........... ....._ ....... '·,,_ .............. , ... _ ... , \1 LEGEND SANITARY SEWER LINE STORM SEWER LINE GAS LINE POWER LINE TELEPHONE LINE WATER LINE FIRE WATER LINE CATCH BASIN -AREA DRAIN MANHOLE FIRE HYDRANT FIRE DEPARTMENT CONNECTION WATER METER BACK FLOW PREVENTOR WATER VALVE IRRIGATION CONTROL VALVE GAS METER EXISTING UTILITY POLE PROPOSED EXISTING ---FW--- § 0 GENERAL NOTE.S 1. ALL WORK StlALL CONFORM TO THE REQUIREMENTS OF TtlE CURRENT EDITION OF THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE. WORK SHALL ALSO CONFORM TO THE STANDARDS OF CITY OF RENTON. 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. 3. CONTRACTOR SHALL CONTACT THE NW UTILITY NOTIFICATION CENTER AT 800 553 4344 AT LEAST TWO WORKING DAYS BEFORE BUT NOT MORE THAN TEN WORKING DAYS BEFORE THE START OF CONSTRUCTION OF THE WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS WITH ENGINEER. 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 6. THIS PLAN IS GENERALLY DIAGRAMMAflC, IT DOES NOT SHOW EVERY JOINT, BEND, FITIING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH PLUMBING CODE CHAPTER SEVEN, SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE SHOWN. .... , ... -....__-..... .......... , ..... , .... ,......,....., ............................. ,_ ...... ....,...,,1, . "--L...'-. ·"'---~--'-~ '-.,_ c....:::, --~ ~-,--'~ __ ... .':'-.._::-.1~-'-~--~::,,_ ':-c .... ' 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY PREPARED BY NW SURVEYING, INC, DATED SEPTEMBER, 2009. 9. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOLLING PRIOR TO CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY TO SCHEDULE POTHOLLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. 10. STORM DRAIN FIITINGS ARE TO BE ECCENTRIC. 11. SITE RUNOFF HAS BEEN QUANTIFIED USING SCS METHOD ANALYSIS. PIPE SIZING IS BASED ON MANNING'S FORMULA WITH N=0.013. IF THE CONTRACTOR DESIRES TO SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL BE NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE REVISIONS. 12. PROVIDE DRAINAGE FROM DDCV, WATER METER, ANO CHECK VALVE VAULTS AS REQUIRED BY THE JURISDICTION. PROVIDE Yz-HP PUMP WITH DISCHARGE TO HEALTH DEPARTMENT APPROVED LOCATION. PROVIDE CONDUIT, WIRE, AND CONTROLS TO BUILDING EQUIPMENT ROOM. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE A DEDICATED CIRCUIT FOR PUMP. 13. 14. 15. 16. 17. 18. } ' ,. ,-. EXISTING•. / \ ! : CONCRETE PAD REMOVE EXISTING FIRE DDCV IN VAULT AND CAP EXISTING WATER i . ! ~ f)j lli LINES. VAULT TO REMAIN. 1 EXISTI G 6" WATERLINE TO BE ABANDONED IN PLACE. DOMESTIC WATER LINES AND ACCESSORIES BE1WEEN THE WATER METER ANO THE BUILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED PLUMBING CONTRACTOR. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE PLUMBING CODE. \ CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE -SIXTEENTH BEND, ONE-EIGHTH BEND, ONE -SIXTH BEND OR OTHER APPROVED FIITINGS OF EQUIVALENT SWEEP. PROPOSED ON-SITE IMPERVIOUS AREA: 95,063 SF (2.18 ACRES) CONTRACTOR'S DESIGN-BUILD BUILDING FIRE SPRINKLER TO DETERMINE REQUIRED TAP, DDCV & PIPE SIZES PRIOR TO CONSTRUCTION OR ORDERING MATERIAL. SIZES SHOWN ON THIS PLAN ARE ASSUMED. EXISTING SITE FIRE PROTECTION SYSTEM TO REMAIN FUNCTIONAL UNTIL NEW TAP LINE VAULT DDCV, AND APPURTANENCES HAVE BEEN INSTALLED, CHLORINATED, TESTED, , INSPECTED, AND APPROVED BY THE CITY OF RENTON. NORTH l ,. \ . ·t ....... ' ., I ·. i \ ' i 1~: -'i I ! ""--· ' I ! j 1 . I i i ' f i I I J ' . ' ! ' I 1 I r ! I./ ; ' ; 1 i ! ' SITE UTILITY PLAN SHEET 3 SCALE: 1" = 10' zzz 000 a. a. a. CI) CI) CI) UJ w w a:: a:: a:: 'z ~ ~ ~ LU W W ~ :,; :,; :,; ., ~~2 "'" 000 (.) u (.) ""' /'.: /'.: /'.: ~ 000 O ci:i O O O ,..... z ..... ..-..... s Q~~~ 0 ~ ._!. (0 t.!. =-.. ~ >,,...ON ~ w I t I o::~gg ~ 1---------....a{ © T.M. RIPPEY <1J CONSUL TING ENGINEERS INC. 111 1,--2~0!~0,~All.=R!C~HT~S ~RE~SER~VE1l"-----lijli THESE DRAWINGS ARE THE PROPERff Of - T.M. RIPPEY CONSUL TING ENGINEERS INC. y AND ARE NOT TO BE USED OR REPRODUCED , ... lN ANY MANNER EXCEPT 'MTH THE PROPER ~ 'IIRITTEN PERMISS\ON OF' T.M. RIPPEY ~ CONSULTING ENGINEERS INC. z DATE: DECEMBER 7 2009 FILE NAME: TMH9247-civil base.dw9 DRAWN BY: ,,.,As,,_ ___ _ '::c I fi ~ J_::C:_::HK::_:'D:B::_:Y:_• _:KJ=:K=====-1 i :, SHEET :,; PROPERTY INFORMATION C3 2 § ADDRESS: 950 POWELL AVENUE SW ~ ZONING: INDUSTRIAL MEDIUM (IM) 11 1, PARCEL NUMBER: 2146100010; _ LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 13 PRE-APPLICATION FILE NUMBER: PRE 09-054 1---------IIJd PROJECT No.: )r: APRIL 27, 2010 CITY COMMENT RESPONSE 9247 { L ............. -------------------------------------------------------.......... ----------------------------------------..... --------------....;.--------------..L--...:;.;;;:,.;,;..., __ .J;.: 1 C3.3 3 NOTE: ----·--WATER QUALITY TREATMENT AREA----- 10 YEAR CONVEYANCE DEPTH 0.21' v TREATMENT DEPTH: 0.17 FT --5' BOTTOM WIDTH--· SWALE TO HAVE 2" OF COMPOST TILLED INTO 6" OF NATIVE SOIL AND PLANTED AS DESCRIBED IN WATER QUALITY SWALE PLANTING NOTES ON THIS SHEET. ELEVATIONS LISTED ON GRADING SHEET ARE TO FINISHED SURFACE, INCLUDING TOPSOIL AND PLANTINGS. NORTH BASIN WATER QUALITY SWALE NOT TO SCALE _ _J1 3 TYPE D DITCH INLET PRECAST TOP UNIT BY HANSON PIPE & PRECAST 10YR CONVEYANCE PRE CAST RISER (AS REQ'D) BY HANSON PIPE & PRECAST IE OUT 17.0D 1 O" BOTTOM 15.00 ~--· TYPE 2 STEEL FRAME AND GRATE DEPTH 0.15' BY HANSON PIPE <lc_PRECAST ~· y' RIM 17.50 BOTTOM OF SWALE '"..., c...+c.'.7-r,.,.=·,----i,,~~~.""'-:c-~.,_.rl.a_ ~ TYPE G2 PRECAST BASE UNIT 6" OF COMPACTED 1''-Q" _/ ' BY HANSON PIPE & PRECAST CRUSHED AGGREGATE ON COMPACTED SUBGRADE NORTH BASIN OUTLET NOT TO SCALE 72"" PRECAST MANHOLE FLAT TOP ~ WITH 1 o" DIAMETER OVERFLOW • \ ELEV 19.10 . . 2.28" ORIFICE . ELEV 18.60 ER PIPE AS NEEDED 15D INJECTION ANCHOR RIS WITH HILTY ADHESIVE A STAINLESS S NCHORS USE TEEL STRAPS. ~ J IE OUT 16.85 1 O" ' \ · ...... /I I . I "-.. . "' I"' • 'l . . /J .. . ' ~STEPS • . ,· MANHOLE FRAME COVER , AND GRADE RINGS. RIM 20.75 -3" ABOVE FG STANDARO M.H. RUN GS 12" O.C. LOCATED 0 VERT. SIDE OF MANH N OLE, R WITHIN 24" OF COVE AND FLOOR IE IN 16.85 10" ( I ' I'-.~ NTROL STRUCTURE.~ FLOW CO 1 O" HOPE ORIFICE. BOTTOM PIPE WITH 2.04' ELEV 14.85 BOTTOM 12.85 ,_ ,- :, I ............... '-.., • . 10" ALUMINUM CLEAN OUT . SHEAR GATE. I, . .· ,, ' . ,. ~• ·{):},' ' ;;, '~fi''. ... OF COMPACTED 1" O" CRUSHED AGGREGATE ON COMPACTED SUBGRADE 3 NORTH BASIN 72" CONTROL MANHOLE C3. 3 NOT TO SCALE 10 YEAR CON VE'( ANCE DEPTH 0.33' TREATMENT DEPTH: 0.05 FT "----2' BOTTOM WIDTH---.;' --~/1 4 C3.3 NOTE: SWALE TO HAVE 2" OF COMPOST TILLED INTO 6" OF NATIVE SOIL AND PLANTED AS DESCRIBED IN WATER QUALITY SWALE PLANTING NOTES ON THIS SHEET. ELEVATIONS LISTED ON GRADING SHEET ARE TO FINISHED SURFACE, INCLUDING TOPSOIL AND PLANTINGS. SOUTH BASIN WATER QUALITY SWALE NOT TO SCALE 3 TYPE D DITCH INLET PRECAST TOP UNIT BY HANSON PIPE & PRECAST / 10YR CONVEYANCE 0.33' -~ 'v TYPE 2 STEEL FRAME AND GRATE BY HANSON PIPE & PRECAST PRECAST RISER (AS REQ'D) BY HANSON PIPE & PRECAST IE OUT 17.65 8" BOTTOM 15.65 · RIM 18.50 -BOTTOM OF SWALE L--'.---~-""'-........ ·'-..~ __ .""'',ec..•'-c":'~· ~----'-"--'-"--'-"~ ...__ TYPE G2 PRECAST BASE UNIT 6" OF COMPACTED 1"-0" 7 . :<•/· .· BY HANSON PIPE & PRECAST CRUSHED AGGREGATE ON COMPACTED SUBGRADE @ SOUTH BASIN OUTLET C3.3 NOT TO SCALE 72"" PRECAST MANHOLE WITH-FLAT-TOP ~ 8" DIAMETER OVERFLOW '\ 19.50 . 1.84" ORIFICE ELEY 19.00 NCHOR RISER PIPE AS NEEDED 1TH HILTY 150 INJECTION A w A s DHESIVE ANCHORS USE TAINLESS STEEL STRAPS . r IE OUT 17.60 8" '-.. FLOW CONTROL STRUCTURE.~ 8" HOPE PIPE WITH 2.48" ORIFICE. BOTTOM ELEV 15.60 BOTTOM 13.60 ~: ..... ,· ,~ ,- ., I , I ..... .. ' ' C ' . MANHOLE rRAME COVER AND GRADE RINGS. RIM 21.25 -3" ABOVE FG /f '" I"' ~ . ..,. ~STEPS / IE IN STANDARD M.H. RUN GS 12" 0.C. LOCATED 0 N HOLE, R VERT. SIDE OF MAN WITHIN 24" OF COVE AND FLOOR 17.60 8" ( I ~. ~'-.. 8" ALUMINUM CLEANOUT • . . 0 ·; iC;,;/ ;.< SHEAR GA TEE. . C . . ·-,•-,""I '-.._ 6" OF COMPACTED 1"-0" CRUSHED AGGREGATE ON COMPACTED SUBGRAOE 6 SOUTH BASIN 72" CONTROL MANHOLE C3.3 NOT TO SCALE 7 C3.3 r---STANDARD FRAME AND COYER '---2 4" ----1 ,,,-RAM-NEK JOINT kn-~-"'-'--"-'c...L..----4 A/ MATERIAL OR EQUAL STANDARD M.H. RUNGS 12" O.C. LOCATED ON VERT. SI DE OF MANHOLE, WITHIN 24" OF COYER AND FLOOR '--·---48" ----· 6" 6" 8" TO 24" DIAMETER 6" MIN.!--Q·-c_• ·~c.L-'-_._---'-'-'-':.:._c_c_'--'-1_~-l---6" OF lf' -0" COMPACTED r----CRUSHED AGGREGATE NOTES: 1. MANHOLE TO CONFORM WITH ASTM C-478, ASTM C-94, AND ASTM C-14. 2. ALL REINFORCEMENT SHALL BE GRADE 60. 3. ALL CONCRETE SHALL HAYE A 28 DAY UL TIM ATE STRENGTH OF 4000 PSI. 4. FORM GROOVED INVERT AND MAKE SURFACE SMOOTH TO DIRECT FLOW. 5. STEPS REQUIRED ON FLAT TOP MANHOLES OVER 4' DEEP. SEE MANHOLE STEP DETAIL. 6. STANDARD PRECAST BASE SLAB. 7. CHANNELS SHALL BE %-VERTICAL HEIGHT OF PIPE WITH A SMOOTH FINISH. 8. ALL PIPES ENTERING OR EXITING SHALL BE WATER TIGHT. 9. 12" MINIMUM BETWEEN PIPE ACCESS HOLES INTO MANHOLE. DISTANCE MEASURED AT OUTSIDE OF MANHOLE OR PER MANUFACTURER'S RECOMMENDATION. 10. PIPE ACCESSES INTO MANHOLES SHALL BE PRE-FORMED QR CORE DRILLED. HOLE SIZE TO EQUAL PIPE O.D. PLUS MANHOLE WALL THICKNESS. STANDARD 48" FLAT TOP MANHOLE NOT TO SCALE WATER QUALITY SWALE PLANTING NOTES SOIL AMENDMENT: 1. TWO INCHES (MINIMUM) OF WELL-RODED COMPOST SHALL BE TILLED INTO THE ENTIRE SWALE TREATMENT AREA TO AMEND THE TOPSOIL UNLESS THE SOIL ALREADY HAS AN ORGANIC CONTENT OF 1 PERCENT OR GREATER. THIS APPLIES TO BOTH TILL SOILS AND SANDY SOILS. IN VERY COARSE SOILS (GRAVELS OR COURSER) TOPSOIL MUST BE IMPORTED AND AMENDED TO THE REQUIRED ORGANIC CONTENT. a. COMPOST MUST BE TILLED INTO THE UNDERLYING NATIVE SOIL TO A DEPTH OF 6 INCHES. b. COMPOST SHALL NOT CONTAIN ANY SAWDUST, STRAW, GREEN OR UNDER-COMPOSTED ORGANIC MATIER, OR TOXIC OR OTHERWISE HARMFUL MATERIAL. c. COMPOST SHALL NOT CONTAIN UNSTERILIZED MANURE. 2. SOIL WITH A CLAY CONTENT DF GREATER THAN 10 PERCENT SHALL BE REMOVED AND REPLACED WITH A MINIMUM 6 INCHES OF APPROVED TOPSOIL, AMENDED AS NOTED ABOVE. PLANTING REQUIREMENTS: 1. GRASS SHALL BE ESTABLISHED THROUGHOUT THE ENTIRE TREATMENT AREA OF THE SWALE SUBJECT TO THE FOLLOWING PROVISIONS: a. SEEDING IS TO BE PERFORMED MID-MARCH THROUGH JUNE OR LATE SEPTEMBER THROUGH OCTOBER . FOR SUMMER SEEDING, ACCOMMODATION FOR REGULAR IRRIGATION SHALL BE PROVIDED. b. SEED MAY BE APPLIED BY HYDROSEEDING OR BROADCAST APPLICATION. 2. SWALE TREATMENT AREAS SHALL BE PLANTED WITH GRASS SEED PER MIX 1 OR 2 LISTED BELOW, AT THE RATE OF 80 POUNDS PER ACRE (PERCENTAGES ARE BY WEIGHT): MIX 1: TALL OR MEADOW FESCUE--75-80 PERCENT SEASIDE CREEPING BENTGRASS OR COLONIAL BENTGRASS--10-15 PERCENT REDTOP--5-10 PERCENT MIX 2: TALL OR MEADOW FESCUE--60-70 PERCENT SEASIDE CREEPING BENTGRASS OR COLONIAL BENTGRASS--10-15 PERCENT MEADOW FOXTAIL --10-15 PERCENT ALSIKE CLOVER--6-10 PERCENT MARSHFIELD BIG TREFOIL--1-5 PERCENT REDTOP--1-6 PERCENT 3. SWALE SHALL BE PROTECTED FROM RUNOFF UNTIL VEGETATION IS ESTABLISHED OR AN EROSION CONTROL BLANKET SHALL BE PLACED OVER FRESHLY SEEDED AREAS. SEE 2005 KING COUNTY SURFACE WATER DESIGN MANUAL APPENDIX D, ESC STANDARDS. 4. ABOVE DESIGN TREATMENT DEPTH, PROVIDE TYPICAL LAWN SEED MIX, PROTECTION FROM RUNOFF AS NOTED IN ITEM 3 ABOVE IS ALSO REQUIRED. 5. SOD MAY BE USED AS TEMPORARY COVER DURING WET SEASON. SODDED AREAS MUST BE RESEEDED WITH MIXES NOTED ABOVE WHEN TEMPERATURES ARE CONDUCIVE TO SEED GERMINATION, UNLESS SOD CONTAINS APPROPRIATE MIX. SOD MUST BE REMOVED OR ROTO-TILLED INTO UNDERLYING SOIL BEFORE RESEEDING. . ..,_, ,' '!Ml\_ T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Fax: (503) 443-3700 EXPIRES: 11-27-11 (..) <( a.. er: 0 z (/) <( (9 er:: -<( w I- Cl) z 0 I-z w D:'.'. (/) ....J -~ w 0 ~ -....J -I-::, s (/) w :::i z w > <( _I _I w s 0 CL 0 LO 0) r-- LO 0 co 0) <( s z 0 I-z w 0::: THESE DRAWINGS ARE THE PROPERTY OF ·- T.M. RIPPEY CONSUL TING ENGINEERS INC. ·9, AND AR£ NOT TO BE USED OR REPRODUCED r;:;: IN ANY MANNER EXCEPT wntt THE PROPER ~ ~ITTEN PERMISSION OF T.M. RIPPEY g_:: CONSULTING ENGINEERS INC. t DECEMBER 7 2009 "bi "'"""""'"""'~""--·~ FILE NAME: TMR9247--civll base.dwg ]' DATE: DRAWN BY: AS ffi CHK'D BY: KJK i SHEET ~ rl-.1 ;;; PROPERTY INFORMATION C3 3 1 ADDRESS: 950 POWELL AVENUE SW 5 ZONING: INDUSTRIAL MEDIUM (IM) 11 i5 PARCEL NUMBER: 2146100010 "', LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 i, PRE -APPLICATION FILE NUMBER: PRE 09-054 1----~-----ltJw PROJECT No.: 11.---------------------------------------...... ------------------------------......................... --.............................. __ .....,.,_.....,..,.._.....,_.....,...,A...;P...,R...;l,;;;.L,;;;2,;..7,;,,;;2:;,;;0...,1,;;.0..;;;C;,;.ITY;..,;..C,;:.O~M;,;..;M~E;;,;.N;.,;T~R_;;E:;S:.;P~O:.;N.;,;S;;,;E;;;J.,_,.,....~92::;;,;4~7 .............. ..J! -;i:-,, · ;;j · 1.20\VOLJ EL~i:mfqAL .()Ull.f:[cQR · \.(:5• : HE'!\:T 'fAPE. ,l~ST>\LL ·HE/\T'TAPE ·~ I; )'¢~ fRE!cZE .PiJ§I~C,JJON .•.•.. ·. f,lf '.~i -.· -RED9q:p, PRESSURE · ,,;,, °'ii ' BACKfLOJ'l• >\SSEMBLY ·;:~~ ·1::?\ ?)1)i°.~%\(RRlfAfi? 3/~" x 4" ANCHOR l l BOLTS PER •,:·; • MANUFACTURER . •. CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RPBA--, FLOW INSTALLED W/ APP'D. MA TERI AL PER UPC SLEEVE (TYP.) TO OWNERS ELECTRICAL PANEL. (SIZE AS REO.) --------...Y DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL s IDE VIEW PERMIT REQUIREMENTS. ==~~=~ NOTES• . i;f@~twi~~.~ EN<>tQS~f.E • ,f:~,-.,·3,./~i1,;··.· :M=,-cc~a. FRONT VIEW MEIER SIOE 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST UST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PWMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFlED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS ANO ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT .. ATIN: WATER UTILITY CROSS~CQNNECTION CONTROL SPECtALSJT, FAX NO, 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's. 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS DEPARTMENT IREOIIJCIEO 11"/RESSURE /BACK.FLOW ASSEllll!!!il.. YUN HOT BOX PRECAST CONCRE fE VAULT 'MrH 3 -:f>< :fl HINGED STEEL PLATE COVERS_ DIMENSIONS 5'-a''x 1f-2"x 7'-2" EQUAL fO 'U/ILITY VAULT OR EQUAL SENSUS MODEL 520R MXU R.1\010 READ Pl r SET SENSO;;/ MOUNTED Or-i STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COIJER. THE BY-PASS il,SSD.rnL Y SHAU.. BE INCLUDED AS PART OF THE DETECJ'OR DOUBLE CHECK VALVE ASSEMBLY. 5/8",d/+" SENSUS SRII (TR/PL) M!::i"ER V~ TH RADIO READ an PRIVATE z PIPING PIPING < , fEE (MJ ~ FL) ONE EACH SIDE 4" ADAPfER, fl.x SCREWED 4"x4"x6'' BULL HEAD TEE, FL 6" PIPE FL.x FL. 2'-0" LONG \ 18" FOR 10" ASSEMBLY }; 17 1 /2 .. FOR 6 .. ASSEMBLY 1B 1/2" FOR 6" ASSEMBLY _\_~-------~11'-2" ... , l~~L ~ u 6" 90' BEND FL GATE 1/AL\J: (FL x US) 5'-B" ---fO CITY MAIN 12" P.LL AROUNIJ +/~"2c,_·r:6 ,.. CONCRETE BLOCKING 10", 8" OR 6" FL.x P.E. PIPE 'M TH COLLAR 18" FROM P.E.. 10"-J'-8" LONG fl"-3'-6" LONG 6"-4'-0" LONG ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESIUEN T SEATED SHUTOFF VALVES AND !EST COCKS. AND APPROVED CROS$-CONNECT!ON CONTROL ASSEMBLIES PER DEPARTMENJ" OF HEAL Tli LA TEST APPRO\IEO LIS I". PLAN DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8", OR 6" FLANGED COUPLJrlG ADAPTER [QUti,L TO ROM/1.C. SENSUS MODEL 52QR MXU RADIO READ PIT SET SENSOR MOllNlill ON STEEL PLA [E COVER THROUGl-1 2" D!A. DRILLED HOLE IN COVER. J" rn" Fon ,o" ASSEMSC, 1l ~/: 1/2" FOR 8" ASSEME:lLY 18 I 1 ' " 1/2" FOR 6" ASSEMBLY·-·---2-5 -/,1',t-- 5/8"~3/4" INVENSYS ----,,-.~.J TR-PL METER 7'-2" 6" MIN. ORAi~) TO UAYLIGHT CR STORM DRAIN SYSlEM WITH CATCH BASIN OR MANHOLE r 2·-11" END VIEW 6" 90-BEND FL. GALVANIZED STEEL LADDER STD. PLAN -350.2 JAN 2009 +")( 2 1/2" FIRE OEPARIMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH S!DE EQUAL TO GRINNEL FIG. 1662 WlTH HOSE CAPS FIG. 1333. 6" SWING TYPE GRAVITY OPERATED CHECK VAL\IE, FL. EQUAL TO MUELLER CO. A-2600-6 WlTH E:lALL DRIP VALVE AT BOTTOM -INSTALL EPOXY NON-SHRINK GROUT {TYP.) 6" PIPE, FL.>< FL. 3'0" LONG fr 6"& a" P.SSEMBLY. 6" SHOR r RADIUS 90· BEND FL. 10" ASSEMBLY 90-8"X6" _j__ RWUCINO GENO IL TO BUILDING OEAOMAN BLOCK REQUIRED 10",a",6" FL x MJ ADAPTOR 10" ASSEMBLY JO"xJO"xB"TEE FL. 8" ASSEMllL Y B"x8"~s· TEE, FL. 6" A$SEMBL Y 6'x6"~6 .. TEE, FL. 10", 8", OR 6" GATE VAL.VE, FL.x MJ, WIIH INDICATOR POST. INOICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL)_ l-10", 8", OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT UNEO, LENGTH TO FIT. 6" PIPE Fl. x SCRDV COMPACTED FOUNDATION___/ GRAVEL 1. LOCATE VAULT IN PLANTING AREA, NOT IN PA\o!NG. ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. 2 4" AND LARGER !3ENDS AND TEES TO BE CAST IRON CHlENT UNED- J, TEl'.IPORARY SUPPORT SHALL BE PROVIDED UNOER \/ALVES AT TI-lE TIME OF INSTALLATION TO CENTER THE PIPE !N VAULT OPENING. AFTER COMPLETE INST ALLA r10N REMOVE THE TEMPORARY SUPPORT AND INSTALL AOJUS[AEJLE PIPE SUPPORT. 4_ INSfAL.L GALI/ANIZEO LADDER FOR ACCESS. 5. AFTER FJELD i.NSTAU..AT!ON, MPJN DDCVA AND BY-PASS OCVA MUST 8E TESTED-SATISFACTORILY BY A DEPT. OF HEALTH CERTIF!EO ElACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUElMITTEO TO CITY OF RENTON WATER UTILlfY ENGINEERlNG DEPT. PRlOR TC AcnvATION OF NEW LINE. 6. INSTALL BRASS PLUGS AT ALL TEST COCKS 111"', Ill"' a 9"' DDIIJV' IUITEZLY PUBLJC WOHKS DEPAl(J'Jv!Jc:NT Ill"' IIT-1111".i U WI("> Mir 1111 II IIIIDIII GDIIIIIII i1DIWftf'f1tO'UIW' Fllllll'IU1'ICNIII II.I I :If Sl'D. PLAN -XXX: JANUARY 2009 GCNCRET£ BLOCKJNG SlZIN.G PROCEDURE A. (.E.Wllt,!.. The omo...nt of c<m<rot" roq<1ire<I to onctiCf" hori,ont<II b<nds, tee,i, and dead eMs dopffids on tho olr•o<1tli of th<> MTI. The m<ethods of ptoeing concrete to ~•"I> \he joiat o~•••~le is oho~n in f,gurc 1-The 7<0<> in square teet M concret<> »t,fch mu•t boor ogoinst the :side or the trenoh I• foon<I by di.-iding 111 .. t~ruot in P"-'"dg •hown "' Tobie I by me oofe boorir,g lood of the SM "" OhOWl'I in TMle 2. B.~ 1. Th;, ,;uig procedure is tor hori,ontol or downwocd rnru,t ooly. 2. Heiqllt of the thrust lllock muot be eg,uol to or 1 .. ~ than TO lh-: de;>th lrom th-: grourn! ,urrac<: to th<: blocl\ bose. J. lhe tllrus! ~lack beoring face is oppro,imotdy reeton~ulor. 1. The com:rc!e blocking oholl ix: og per APWA Spcci!iec.tlnn 74-2.14. ,. -= a -O.,t~ide Dtomelet of Pip,, in Feet r ~ Thru,t in /'Qund• Qt th• fittil\g (Table 1] 50L -sor~ Be,,ri"g Lood in Pound~/5~. Ft. {fo~le 2) h ~ Deptll of rren,:i, '" feet W -Wi<llh of Treneh ,n Feel A -Afe<l or Concrete ~h;cl, rnu~t be,;,r oqcm•t m;, Side or me !r.ench In Sq. ft lim n !,oximum Height of the Thr~~t 6ic.ci< in l..._t !le a D<plh ot lhe Cor,crelc Th,u,t Blotk to Beofing s~,roce in feet Lm : Me,imum L<!11gth el the Thruol Blook in r...,t I), ~crn AllQN fOi!AnQNS 1 Arno or Concrete (A) ---....;Therus••'-'•"a'c~a'e"e'-~--" -b,, Safe Bearing L()(]rj (In f>ivinds/Sq. Ft.) ~~L. J. Depth ar Concrete lllru~t Bloc« = +. Ma•imllm Ler,.gth of Tiirust Blocl< {Lm) = Depth ol Trench in F~et , l'll'idlh a! r,erich In feet) - _Duts,~c o,o'!'..:'tu c,f P,pe in feel) ' Area of Concr~le 1.10,imum Heiqht .!L ' 5. fl"'!'-'ired Arnwnl of Co"crete (C... Yd.) = (Helsht x Depth x Lt<1gth) x 0.0370+ ~ (Hm x Lm , De) x O.OJ704 l.~; C,,lculolian of the omounl of concn,le requke<l to bloc!< o so· bend in an a• C.I. wot~ main; tl\• Mr,'nol o~a,ot"g prel<~« in the p;pe ~,;1 b" 65 ps, onci u,,. soi «.n<lltion in the or"c fnd<co\e~ S<lnd on.a ~,o,.,l. 2.~ = t~\~~ma~!t$ ~'/r-"r,'fpi5:' ii~";,,'.1 =~ g~;{'f = D.:15 rt. -Bfo1t 0tn1°~~eru~t ~~" }e?~!'t,.';~~i:S:iJ~o3~oo~!i;. we 9"" CAP TEE _JM.§... .• 3/6/95 22-1/2° 45 °BEND DCV DRT DCV AG -Go ta fal>le 2, Tobie 2 give,;; lh;, safe beorlng load ror imnd ond groV<Ol: 3,000 lba./oq. ft -Go to tlgure I: llgurc I 1nOlcot.o ti'le pooilion ol U,e ect1crele fo, blocking lne QO" bend. -Go ta 1'1e ,ped~Cl<lt<= of the prof«:\ ood ~nd deplh of tr011ch {h) ~ 4-feet -1',l:<llh a! trench (W) -J tut Wilh tile ooov,; os,,.,,,bled i..romiation, ~~ pr<>e~ed to tile final Cl<llcu!nliorts: Th,usl 21,J60 -Nea of Conaete (A) -Sn/E Elwrin~ loqd = J,OOO ~ 7.12 e,q 11_ -M<1•irnum Height at Thrust Bleck (Hm) ~ Depth of french in Feel ' -Daptll or Concrete Thrust 81,,..,k (Oc) WidU1 of lr"'1ch in Feet (WJ -011tsfdo Ofometor or f'ige (d) ' -Mc,irnurn Len~I!! of fhruo! 81<><:k (Lm) -Area of Concrete tt,.~lMCor1or..t-., :m -7:2,1i ~ J,56 ll. -Req<Mred Amount of Concrete M (Height • Dep-tll x Length) x 0.037-04- o (Hm x i.,n x Oc) , D.0370~ -(2 0 > J.56 X t.13) X 0.03704 -O_JO cu. JOd fABI.£ 1 Tiirust nt Filtfngs in Pounds 512~ Pr~s,ure 22-12· 11-1/+ "' fee, ,,. .,. D~od Ends Send eooa eoo Ben~ ,. 300 2.120 J,000 1.830 "" "' ,. '"" J,760 9.J70 2.910 1.HO ,~ •• "" 6.500 12,000 8,510 J,320 l.700 ,. "" 15,100 21.JSO 11.550 5,8110 1:~ rn• 2'5 21.620 30,570 16,5+0 8,00 ,,. "" JJ,930 48.000 25.950 13,260 8,780 ... "" 46.200 65,370 35.JW 18.0JO 9,240 "" ''" ~:~ 6+,000 34-,620 17.650 ,.-,,. ''" 72.000 38.9.+0 19,860 10,180 ,,. "" S2,810 68.900 4B,060 24,520 12,560 ,.. "'" 90,41)0 127,960 89,200 J5,JW H!,100 E" ''° 1it'.lsl 199.960 10B,150 55.1t0 211.iso ,,. '"' 287,950 155,74{) 79,{00 4-0.72D TABLE 2 Sole Btorir,? t OAd$ in I b i'.$q ft Safe Beari~g Lood lh per So Ft "I.luck, peLJ!, eta. Solt Cloy '""' Sand and CroYCt ',Md and Grn,el C~m<!<lted "Ith Cloy Ho,d Sl1ale 11-1/4° 90° BEND FIGURE I NUfE: FOR CONVEX \IERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN NO. 73. CONCRETE BLOCKING SIZING PROCEDURE ADOPTED Cl1'Y or REN'l'ON STANDARD Pl.t\NS LST DATE: 04-/04 DATE CORRECTED COWMN 'ttEADINGS ,REVISION BY APPR'D DWG. NAME, 8085 SP PAGE, 6085 PROPERTY INFORMATION ADDRESS: ZONING: PARCEL NUMBER: 950 POWELL AVENUE SW INDUSTRIAL MEDIUM (IM) 2146100010 LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 PRE-APPLICATION FILE NUMBER: PRE 09-054 APRIL 27, 2010 CITY COMMENT RESPONSE ~MP\. T.M .. RIPPEY CONSUL TING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Ph<>ne; (503) 443-3900 Pax: (503) 443-3700 £:<PIRES: n-~7-n u <!'. 0... s ~ w (/) I'- I-UJ I!) :::::i 0 0 -z co (j) 0) w z z > <( <( s 0 ....J Cl) I-....J z UJ 0 <!'. z s I-w 0 z (9 0:: n. UJ 0 0::: I!) er: 0) -<!'. iii 0 0 0 z ~ ~ ~ 0 00 0 iii ';I ';I N • ~ ~ "' t-~ 0 N • ' • "' " i 0:: 0 0 :j:- ~ >'.i 0 ~ 0 -I cii ./; © T.M, RIPPEY a.l CONSULTING ENGINEERS INC. .Oij 2010. N.L RIGHTS RES£R\IEO 11-:rn::,=s=,'=o'=e,~.,=.=osc=,'=e,""=rn'=,'=,'=,cco,::,:::,TY:::-o::,c-i = T.M. RIPPEY CONSUL TING ENGINEERS INC. ~y ANO ARE NOT TO BE USED OR REPRODUCED ,~ IN ANY MANNER EXCEPT WITH TI-IE PROPER '<t" WRITTEN PERMISSION or Ut RIPPEY ~ CONSUL TING ENGINEERS INC. ~ 1----------1 s:- DATE: DECEMBER 7 2009 { FILE NAME: TMR9247--cMI base.dwg ,_ I DRAWN BY: ,A-"S'------ CHK'D BY: KJK SHEET C3.4 ~ E' ~I ;,; 9' ~ i 5 11----------------1 :ru, PROJECT No.: 9247 { ;: ·" .,~. "'~ .. ,. -·----.. -,:, .-, "''' ,-. ',._,_ .,.), \ I '-···v-~ \ \ ; \ \ \ \ ' \ \ \ \ , \ \ \ \ \ \ \ \ \ \ \ \ ' •, \ \ \ \ . \ \ \ ',\' .. ,. '.• ' \ 'I cl \ ; \ \ \ \ \ , , \ 1\ \ ' ' \ \ \ .--",I\~,---\\ ( t \ '\( \' i , , \ ·-,_,...-' ; \ \ , \ \ \ \ . '.\\ , } \ ;, ,, ' l \\ ' . \ - \ l , , I \ ' \ \ \ J \ \ \ POWELL AVENUE SW ( l, , .- \· .- L 'I :1 ;! Jf--,:----cc-· 21 '· . z,.~_,__.-·"' . ,_:.., .. -<-., : ? . .. . -·-·- I , j ( \" , \ r-. "· ', > ) ~-., _____ _ -·---~ J \ ··,, .-··, ,-•:'. ,. . .,-- ---~--..;;::_-••• ,, ...... 0 ~--~,>:-.-·---· ( / , .. \ \ <, .. ,. ,•·,-..... ,·---· - ._..,.,.- j.j .. I· i ./., ~EJj3 :··· ) / .. ------') ,-. .,,,.,,.,.,,. .. ·U·-· / <1;·. LEGEND 1' CONTOUR 5' CONTOUR STORM SEWER LINE SANITARY SEWER LINE WATER LINE FIRE WATER LINE GAS LINE POWER LINE TELEPHONE LINE CATCH BASIN CHAINLINK FENCE . ,>, . .;>_'--'--~, . . ·~ ... ·--·· --'-' ----rf ', .. --,/:·-·: .... PROPOSED EXISTING ----21---- ---201--- ---FW--- II EROSION & SEDIMENT CONTROL FENCING, SEE DETAIL 1 /ESC1. 1 CLEARING LIMITS CONSTRUCTION ENTRANCE SEE DETAIL 2/ESC1.1 CATCH BASIN INSERT SEE DETAIL 3/ESC1.1 BIO BAG (INLET PROTECTION) SEE DETAIL 4/ESC1.1 PROPOSED PAVEMENT PROPOSED CONCRETE --•--x-- .. .:l·.,). -•. "4 . .. .. • 4. .., ' ---.cc·_~-;,1r~-------------2-.:n,-j--------------,,,~-~:·;:·;_~--- POWELL A VENUE SW . . . . _. I -.. - >l ·. 'i ' ...... ,., ') ' /··' r .... r,: ,. C"I ,<,/ , ' i / / I .' i / . I / I \ \. \ \ \ \ PROPERTY INFORMATION ) · .. ··1 ,/ ·,,./ L \ ;-...:J ()l \ ADDRESS: 950 POWELL AVENUE SW ZONING: INDUSTRIAL MEDIUM (IM) PARCEL NUMBER: 2146100010 [/ LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE 04 PRE-APPLICATION FILE NUMBER: PRE 09-054 APRIL 27, 2010 CITY COMMENT RESPONSE ~Ml\. T.M. RIPPEY CONSULTING ENGINEERS 7650 SW Beveland, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Fax: (503) 443-3700 (..) <( a.. 0::: 0 z CJ) <( C) 0::: -<( s w I--Cf) (/J l'-- L!J LO :::i 0 z co lJJ 0) z 0 1-z w a: ~~ 1--z w ...J ...J lJJ s 0 CL 0 LO 0) ~z -<( 0 ....J ~ CL ~5 <( f!: zz oo rno 0 a: -z f2 z lJJ 0::: ~ Cii il 1/l ~ [;l ~ i:l ci:i O O O b z.............. ,... QOO~ & -00 "}! ~ ' _.., -"I"'" (0 I"-N > """0 N ~, w (') .J-.J O::.ooo cii ............... ,_..., ____ ... ~ T.t,t RIPPEY ·~ © CONSULTING EN~NEERS INC. IU 1-=--''°'"""0\_, AU.°"'""""GH,cTS';J"RE;,,SER"';':':VED===:-1 e THESE ORAWINGS ARE THE PROPERTY OF :~ T.M. RIPPEY CONSUL TING ENGINEERS INC. ,y ANO ARE NOT TO BE USED OR REPRODUCED !,;: IN ANY MANNER EXCEPT WITH THE PROPER N WRITIEN PERMISSION OF T.M. RIPPEY &; CONSULTING ENGINEERS INC. :E: ~------;ito DATE: DECEMBER 7 2009 Ol ! FILE NAME: TMR9247--civll base.dwg £ DRAWN BY: ~A,sS:______ & CHK'D BY: KJK l3 I-S'.'._H~E::.E:::T.:::_:.:_;::::======-1 ~ ESC1.0 !;' N 91 g C! 6 f1 ~ P1 1---------Btl PROJECT No.: ,~ 9247 ~ ;,- rct tm/1:11\Miil&:m~rr1·;tmmrn;~o1~i;iiif {af i1tnH 11t· __ z ::E __ !~ 6' MAX. / ~-MINIMUM 4"x4" TRENCH // BACKFILL TRENCH WITH N POST SPACING tviAY BE INCREASED l'O 8' IF WIRE 8ACKING IS USED NOTE: FILTER FASRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE NATIVE SOIL OR 3/4"-1.5'/' WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 1 EROSION & SEDIMENT CONTROL FENCING ESC1 .1 NOT TO SCALE R --25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS. 12" 2009 SWDM D.3.3.A AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-0-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF Df;:AINS OFF THE PAD. ~ PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 2 CONSTRUCTION ENTRANCE DETAIL ESC1 .1 NOT TO SCALE ra 1 C:T:H 1 B:SI: ~G:A:E OVERFLOW POROUS BOTTOM ,/ 3 CATCH BASIN INSERT DETAIL ESC1 .1 NOT TO SCALE 2009 SWDM D.3.4.A NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. 2009 SWDM D.3.5.F 4 ESC1.1 :ACK OF SIDEWALK _}~-~---~------- RUNOFF ---- RUNOFF NOTES: PILLWAY SANDBAGS TO OVERLAP ONTO CURB CURB INLET DRAIN GRATE GRAVEL FILLED SANDBAGS STACKED TIGHTLY [PLAN VIEW I GUTIER 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMNENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT, AND GRAVEkMU_ST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. .. ... . . .· .. •<\{,,' . CURB AND GUTIER BARRIER CURB AND GUTTER BARRIER PROTECTION DETAIL NOTTO SCALE 2009 SWDM D.3.5.H CONSTRUCTION SEQUENCE A DETAILED CONSTRUCTION SEQUENCE IS NEEDED TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE APPLIED AT THE APPROPRIATE TIMES. A RECOMMENDED CONSTRUCTION SEQUENCE IS PROVIDED BELOW: 1. HOLD THE PRE-CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 14. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF APPROPRIATE. STANDARD ESC PLAN NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITIED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITIEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES THAT DO NOT REQUIRE IMMEDIATE ATIENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, Bl-MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. . 11. AT NO l'IME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTIOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1 ), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF l'HE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITIED TO THE DOES INSPECTOR. City of Renton Planning Division APR 2 7 I.UI~ '!Ml?\. T.M. RIPPEY CONSUL11NG ENGINEERS 7650 SW Bevehmd, Suite 100 Tigard, Oregon 97223 Phone: (503) 443-3900 Fax: (503) 443-3700 (.) <( a.. s ~ w (/) I'- I-w LO :::> 0 0 -z co (./) w O') z z ~~ 0 U) <( C) ~ -<( I-z w 0:: 1--z w ....I ....I w s 0 a.. 0 LO O') ~z -<( o_J H5 a.. 0 _J zO <( a: 1-z z oo u5 0 0 a: w WWW UJ UJ UJ zzz ·000 0.. 0.. 0.. UJ UJ (/) ~ ~q~ f--f--1-z z z WWW 222 :a; :,;::,; 000 oou r: r: r: 000 Cf) 0 0 0 z "<'"' "<'"'T"" 0000 -NNN (,/J • • ' -'t'""©t--> ..... 0 C'\l UJ <'1 ..J. s;t O::'. 0 0 0 z 0 I-z IJJ 0::: '" ...,._...., _______ ,.. © TJ,1, RJPf'EY ~ CONS\JLTING ENGINEERS INC. (C 2010 ALL RIGHTS RESERVED ..c THESE DRAWINGS ARE THE PROPERff OF :~ T.M. RfPPEY CONSUL T!NG ENGINEERS INC. u ANO ARE NOT TO BE USED OR REPRODUCED r-!_ IN ANY MANNER EXC£PT WITH THE PROPER ~ ViRlffiN PERMISSION OF T.M. RIPPEY &; CONSULTING ENGINEERS !NC. ~ DATE: DECEMBER 7 2009 i FILE NAME: TMR9247--civil base.dwg ~ DRAWN BY: AS ffi " CHK'D BY·. KJK ' a-::.=..::.:-======-1 il, SHEET " ,._, ;,(; PROPERTY INFORMATION ESC11 1 ADDRESS: 950 POWELL AVENUE SW ZONING: INDUSTRIAL MEDIUM (IM) " @ PARCEL NUMBER: 2146100010 5 LEGAL DESCRIPTION: SECTION 24, TOWNSHIP 23 NORTH, RANGE D4 6 PRE-APPLICATION FILE NUMBER: PRE 09-054 11----------111,' PROJECT No.: lrl APRIL 27, 2010 CITY COMMENT RESPONSE 9247 J L...--------------------------------------------------------------------......;, ________ --,1~......;,.;;;;..;.;._.....,1,.