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Home My WebLink AboutMap APPLICANT 7/2/2008 McKENZIE FIELD CENTER EXPANSION TM 2525 Olympic Street, Sprlngfield,OR SJt8t'CIROM_~ ~OF~~ SITE PLAN REVIEW SUBMISSION - - ~ ~ . - .. .. ... . . -... .., ~. . . . ~.<< -- Home Improvement Center VICINITY MAP N. T.S. CODE ANALYSIS GENE'RAL NOTES LOCATION: 2525 OLYMPIC STREET, SPRINGFIELD, OREGON 1. CARE SHALL BE TAKEN TO ENSURE THAT CHEMICALS USED DURING CONSTRUCTION WILL NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WA TER SYSTEM. NO PAINT WASTE OR CLEANING MATERIALS OR WASTES SHALL BE ALLOWED TO ENTER THE SOILS OR STORM WATER SYSTEM. 2. CONTRACTORS/DEVELOPERS/OWNERS SHALL BE RESPONSiBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF. 3. NO FILL MA TERIALS CONTAINING HAZARDOUS MATERIALS IS PERMITTED ON THIS SITE. 4. NO D.N.A.P.L. (DENSE NONAQUEOUS PHASE LIQUID) CHEMICALS ARE PERMITTED TO BE USED OR STORED ON THIS SfTE~ 5. NO MORE THAN 20 GALLONS AGGREGATE OF MATERIALS HAZARDOUS TO GROUNDWATER MAY BE STORED ON SITE. 6. UNDEVELOPED LAND SHALL BE MAINT AfNED IN AN UNCLUTTERED, DUST-FREE. MOWED ' AND ATTRACTIVE MANNER. SUCH LAND SHALL NOT BE USED FOR PARKING. 7. IN ACCORDANCE WITH SDC 3.2-425(G)(6), MAXIMUM NOISE LEVELS (MEASURED AT THE PROPERTY LINE) GENERATED BY THE DEVELOPMENT SHALL COMPLY WITH OAR 340-035-0035, NOISE CONTROL STANDARDS FOR INDUSTRY AND COMMERCE. 8. SECONDARY CONTAINMENT OF ALL HAZARDOUS MATERIALS USED OR STORED ON THE SITE SHALL BE PROVIDED. 9. CONTRACTORS/DEVELOPERS/OWNERS SHALL BE RESPONSIBLE FOR ENSURING SPECIAL PRECAUTIONS ARE OBSERVED DURING CONSTRUCTION TO PROTECT GROUNDWATER AND TO PREVENT SPILLS OR LEAKAGE OF MA TERJALS INTO THE STORMWA TER SYSTEM. WELLHEAD PROTECTION SIGNS SHALL BE POSTED AT CONSPICUOUS LOCATIONS TO ALLERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS. 10. A HAZARDOUS MATERIALS INVENTORY-STATEMENT (H.M,LS.) AND HAZARDOUS MATERIALS MANAGEMENT PLAN (H.M.M,P.) SHALL BE SUBMITTED TO 'THE CITY OF 'SPRINGFIELD FOR APPROVAL IN MEETING 'CITY OF SPRINGFIELD AND SPRINGFIELD UTlUTYBOARD WATER QUALITY PROTECTION REQUIREMENTS, AND TO SATISFY THE REQUIREMENTS OF THE DRINKING WATER PROTECTION OVERLAY APPLICATIONS. ..r:::. u L.. <:( 'a o o ~ ... ell ..c CI) c o en ... ... ell .a o ~ PROJECT SITE s SITE DATA (LOT 201) MAP AND TAX LOT NO.: 17-03-25-00, TAX LOT 201 (JERRYS SITE) 17-03-25-00, TAX LOT 802 (WILCO SITE) Vl ......... u (]) -1-1 ASSOCIATED LAND USE APPLICATIONS: . lU 01"1'0 PAGE c: oTTO \... oC\-\ <( SCHOOL ~ '\ GREEN ,....: ~ ~ m m (Q tD en (f) w L1\ WNR\OGE a ~ ::0 iE LOMOND 0 ,....: RAM6L\NG (,.L ~ 0 ~ N FIRTH tt) (J) N PRIOR JERRYS SITE PLAN REVIEW: PRIOR WlLCO SITE PLAN 'REVIEW: 2001-08-0160 DRC2007 ~00017 ~ U ST 6 V~(I I...~'y A4~~D ows PROPOSED USE: COVERED OUTDOOR STORAGE BUILDING FOR HOME IMPROVEMENT CENTER INTERIOR IMPROVEMENTS TO EXISTING BUILDING, CONVERTING FROM RETAIL TO WAREHOUSE FUNCTION (AT WILCO BUILDING) INTERIOR IMPROVEMENT TO EXISTtNG BUILDING, CONVERTING COVERED OUTDOOR STORAGE TO RETAIL SPACE (JERRYS BUILDING) -- o o ~ ~ST. ...J t-= G:J,....: en ~ ::iE en to if ~ iE ..q.. (() ...... . CARRIAGE BONNIE T ST. iE 0'> ,...: --,2000 ,...: (J) en iE ~ /".. "... ..- .J 0- iE -- or- ST. LAND USE CODE ANALYSIS, BASED UPON CITY OF SPRINGFIELD DEVELOPMENT CODE ZONE: MRC - MAJOR RETAIL COMMERCIAL DRINKING WA TER PROTECTION OVERLAY DISTRICT 6,000 SF (0~K.) 50 FEET (O.K.) 10 FEET (O.K.) PIEDMONT SPRINGFIELD o MALL OL YMPIC MINlMUML0T SIZE: MINIMUM FRONTAGE: MINIMUM BUILDING SETBACK: MINIMUM PARKING AND OUTDOOR STORAGE SETBACK: 5 FEET (O.K.) ,....: (J) t- (J) ST. ST. ST. ST. ~ ~ 0::: t- <( W () ~ ~ <t: ~ t- (I) KA THRYN OL YMPIC ST SCOTT t- (/) :r: I- 00 N ao Z t;r :r: N f't) I- t't) I"') <o;;t tt) FE o t') I- en rrJ iE N L ST CENTENNIAL ST OCCUPANCY: GROUP M (MERCANTILE) GROUP $-1 (STORAGE) TYPE VB, FULLY SPRJNKLERED EXISTING ,IMPERVIOUS AREA: EXISTING LANDSCAPE AREA: J: iE ~ ,f' ~ f't} AVE BLVD PARKER MODOC J PRELlMIN.ARY BUILplNG CODE ANAL YSfS BASED UPON. 2006 INTERNATIONAL BUILDING CODE, ADOPTED IN 2007 AS OREGON STRUCTURAL SPECIALTY CODE I ST McKENZIE WlLLAMALANE1000 WlLLAMETTE PARK 0 . MAPLE SCHOOL t- en- DUBENS o z '" N G 5T INDUSTRIAL SITE -DATA (LOT 802) f ST SITE AREA: 325,829 SF SITE AREA: 465,904 SF 310,574 SF EXISTING IMPERVIOUS 408,551 SF AREA: 15.255 SF EXISTING LANDSCAPE 57,353 SF AREA: .. Zz 00 -- (1),1- CI)'U -~ ~o:: fDl- ~U) U)z ;:0 lIJU -0:: i:io axiL. .....1- 1-0 -z cn IE :J: to l- N ~ f- -1 en 0- :r: :c I- f- l!) (() N N G F ST . SAINT F E ST ALICE SCHOOL E f- en D ST 500 C ST B ST GARSON CONSTRUCTION TYPE: WHITWOR F ST E ST E f- (/) a t- ~ en I") D ST :r: I- .q- tt) C ST NEW LANDSCAPE AREA: ADJUSTED TOTAL IMPERVIOUS AREA: 5.000 SF NO NET CHANGE TO IMPERVIOUS AREA OR LANDSCAPE AREA PROPOSED FOR THIS TAX LOT 480 C ST 305,575 SF EXISTING PARKING SP ACES: PARKING SPACES REMOVED: EXISTING PARKING SP ACES REMAINING: 475 A ST 5 DESIGN TEA,M. SHEET INDEX EXISTING PARKING SP ACES: PARKING SPACES REMOVED: EXISTING PARKING SPACES REMAINING: 240 432 (SEE SUMMARY IN NARRATIVE) 376 PROPERTY OWNER (LOT 201 ): PACIFIC COAST OPTIONS LLC 2600 HIGHWAY 99 NORTH EUGENE, OR GO PROJECT INFORMATION TOPOGRAPHIC SURVEY AO SITE DEMOLlllON PLAN A1 SITE PLAN A2 COVERED DRIVE- THRU WAREHOUSE SALES BUILDING, PLAN AND ELEVATIONS C1 CIVIL SITE DEMOLITION PLAN C2 UTILITY PLAN C3 GRADING PLAN C4 CIVIL DETAILS 20 ADDITIONAL PARKING SP ACES AVAILABLE ON TAX LOT 201 196 REQUIRED PARKING SPACES: EXISTING SURPLUS PARKING SPACES: 43 PROPERTY OWNER (lOT 802): THE OLYMPIC LLC P.O. BOX 26125 EUGENE, OR 97402 260 (SEE SUMMARY IN NARRA riVE) REQUIRED PARKING SPACES: EXISTING SURPLUS PARKING SPACES: APPLlCAN T: JERRYS HOME IMPROVEMENT CENTER P.O. BOX 2611 EUGENE, OR 97402 CONTACT: DENNIS OREM ARCHITECT: ROBERTSON!SHERWOODIARCHITECTS pc 132 E. BROADWAY, SUITE 540 EUGENE, OR 97401 541-342-8077 541-345-4302 (FAX) CONTACT: JAMES ROBERTSON, AlA L1 LANDSCAPE PLAN u Q. CIVIL ENGINEER: BRANCH ENGINEERING 310 5TH STREET SPRINGFiELD, OR 97477 541- 746-0637 541- 746-0389 (FAX) Vl ..... u C1J ~ ..c: u '- <C LANDSCAPE DESIGN /BUILD: WOODRUFF LANDSCAPES 1272 RIVER ROAD EUGENE. OR 97404 541-688-1040 541-688-8077 (FAX) ." o o :: a.. . ..c en SURVEYOR: BRANCH ENGINEERING 310 5TH STREET SPRINGFIELD, OR 97477 541-746-0637 541-746-0389 (FAX) > m c: ~ fO L- o c o en ...... "- ell ..a o 0:: co o o N @ ~RE~oog.. oro'-f(o -PRe - SUrbX1\ \ IT~ fvt 1tf 0ltt ~D ~JLtJOK ~~\\Co Fucl U 0. E o u -d o o 3: '- 0> ..c: V) c: o Vl ...... '- Q.) ..c o '- ?i 3: ~ to- f'ooN 00 COM .o;;;t N . ~I.O ct)~ ~~ 1.01.0 Q..lL. o o;;;t 1.0 0> ...... .5 .,.- (/')0 ..~ >....... fO()'\ 3:c "00 fOC' 00) '- '- ma ...... .. fIlQ.) fO C WQ.) N-C' (V'}:::::J .,.- W z o - ..... <( ~ ~ o .I.L. Z - ..... U I.LJ -, o Ck: a.. t/) t/) u ()) .:x u Q) .;C u GO r-- r-- "lit ...... -0\ Cbc: ~o ..... 0' UlGJ u.... -0 0. .. E'O :;>.- _ClJ 0:;:: LOg' Ni: mo. NVl c o .-, en c 10 Co. CU >< EIIJ CU ... > ~ 0.... ... C Oat>> EU -", CU,.- Ee! 01.&. CU .- U) ~ ><11 a..~ ... U CII;:E co o o N LaJ Z ::> ...., ...... v <1> I'- (l) ...... -- '0 ro s- o 0.. -- M I'- o ~ NOf.57'48"C 59.49 6' CHAIN LINK FENCE TOPOGRAPHIC SURVEY FOR . . JERRY'S HOME IMPROVEMENT S.E. 1/4, SEC. "25, T.17S., R.3Jf., Jf.M. SPRINGFIELD, LANE COUNTY, OREGON JUNE 9, 2006 SCALE 1" =20' REVISED JUNE 12, 2008 ~ I, ,'~' 4 ., BENCBJIARK DATUM "",'"""""" CITY OF SPRINGFIELD DA TUM: FOUND PI< NAIL A T tHE NORTH WEST CORNER OF THE BOX CUL VERT ON THE NORTH SIDE OF OL YMPIC STREET. BENCHMARK ./98 RECORD ELEVA TlON ; 46i.86 ------- ------- )(. )( )( )( ".> " ~~. fC, ~ c:i ... ... NOTE ,,/ ,~~ ~ , ~<;, -{~. ~c, 1. -.:..- ~G 8" HP- - - , THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY, LOCATE MARKINGS, FIELD LOCATION OF SURFACE FEATURES AND AS~BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION /S MADE AS TO 'ACTUAL LOCATION OF UNDERGROUND LINES. 2. THIS DOES NOT CONST/TUTE A BOUNDARY SURVEY AND /S SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 3. THE TAX LOTS SHOWN HEREON ARE APPROXIMATE ONLY. CA TCH BASIN RIM = 464.49 WSE == 463.'6 r' ~" ~ ~:t '0".> ~~ ..,~. X/ ~X~ p>"1(' ~ ,'4 54 ~ / :; , ~~X // ~~ ~r. ..,. .' e..~' ~v . ~S(.' . ,~ . ~tQ'tx ' ~ (]'l .;.. ) // CA TCH BASIN '\~ '\ )('",,,,. g;,tQ. '\. X~ ) -A.. "'<;, 0) ~.J .0> ~~ C/) J '9<?J'q 'tx ~ ~'<>' X~ q;,".> /' g;,'<>" /' X~ // I..~ x<\ ~ ~~ .~~ ,c.: ~,<>. X '" 'tx ~. X~ I) <o~ ~I(" X~ ~ [EJ TIJIE OF TRAVEL: THIS PROPERTY IS LOCATED INSIDE THE 1 TO 5 YEAR ZONE OF qONCENTRATlON (TIME OF TRAVEL) lrATBRCOrJRsES THE WATER QUALITY LIMITED WATERCOURSE MAP LISTS THE DRAINAGE CHANNEL NORTH OF THE FENCE SHOWN ON THIS SURVEY AS "TRIBUTARY TO WATER QUALITY LIMITED WATER COURSE (<1000 CFS)". THIS HAS A50 FOOT RIPARIAN CORRIDOR MEASURED FROM THE TOP OF BANK. FLOODlrAY BASED ON FIRM MAP NO. 41 039C 1161 f, EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOODWAY. ~ ~ ~ @ IDO SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE SALEM-URBAN LAND COMPLEX (119) WHICH HAS A HIGH WATER TABLE GREATER THAN 6 FEET'DEEP, OXLEY-URBAN LAND COMPLEX (101) WHICH HAS A HIGH WATER TABLE BETWEEN 0.5-1.5 FEET DEEP (NOV. -MAY), AND AWBRIG-URBAN LAND COMPLEX WHICH HAS A HIGH WATER TABLE BETWEEN 0-1.0 FEET DEEP (NOV.-MAY)~ I><S ~ 465,5~ ----- <o~ 'txl(,~' X ~ JrBTLAND THE WETLANDS INVENTORY MAP . SHOWS THE CHANNEL (SI2/13) AS A RIPARIAN RESOURCE AREA AND THE WETLANDS (M25) AS NOT SIGNIFICANT. r----------, I.._________.J I I I ~ @ FFE .J:':o. 0> (J\ (;, ~ ~ '0 ~ I" I..-~ ~ '6'\ ~ i. ~ ~ (I) ~ 1> ,0) ~~ ~~' ~ ~r ~ \X~ ~f(;,~' 5r~ 'Q A~ ROX. ;1 <? a O. l' ~UILDIN ':A ~ro~~ro~~ rNcRoA'CRMENT 9> ~:. ~~ '\~ ~ ~~t., 'f,.1(,~' txl(,~~ '5t. I(,~ 6'e ~'O. 'S: X~ / "'" c, 99J"------ L--~ '<>~ f(;,~ ~~. ~'<>~' X~ X ~"'/// b~ . ~ .'tx~ ~qj 9 '99v~ I" " :t :g i CI) ~ ~. <t6'~ WSE 6' CHAIN UNK FENCE ~ ~~. X I I I I I I I I@ ",to ~f()' X~ CATCH BASIN RIM = 465.31 WSE = 463.94 <;)~ ~fO' ;r:- :<1/ ~ o~'?1 ro' '. ~ ~~' N~rJB9V~ ~rJ>~\ <;)'0 'tx'O'O' X ~tt, txl(,~' X I(,~X ~ro')' " ~,<>I(" ~ ~ ... - ~ ~I ! Ejl ~ -~. <.t I' n ~~~ ,1 U 0 II ~ ,1 ~ II Ii ~ I' <ij II! ~",,,>. i~J ~fr if ~~ II ~ qA TCH llAS/N R)M = 462.55 Wst\ = 46 h:7o ;" (S)7- .58.71 ~ .Co., <;) :A /~> ,,;V' ~ro')' ~ ~I(,~' , @) , LEGEND ~ PROPERTY LINE EDGE OF EXISTING AC PAVING EXISTING TOP SET CURB EXISTING CURB AND GUTTER EXISTING FENCE EX/STING GRADE BREAK EXISTING GAS LINE HIGH PRESSURE EXISTING BUILDING EXISTING CONCRETE EXISTING PROPERTY CORNER EXISTING BILLBOARD SIGN EXISTING PARKING SIGN EXISTING ELECTRICAL BOX EXISTING UNKNOWN VAULT EXISTING SITE LIGHT EXISTING MANHOLE EXISTING CATCH BASIN EXISTING WATER VALVE EXISTING GAS VAULT EXISTING CONTOUR ELEVATION EXISTING SPOT ELEVATION EXISTING ADA RAMP EXISTING SPEED BUMP EXISTING BIKE RACK EX/STING GATE SOILS MAP UNIT NUMBER DENOTES FINISH FLOOR ELEVATION DENOTES WATER SURFACE ELEVATION ,,~ ~~. X~ "! ~~. X~ ,~ ~I S::>~' ~ xtx 0 rX/STING RETAIL BUILDING H(/GHT = 20 FT. -A 0) :A. Q I I , ~ ~ I \(j~", xt\ I \ 'tS- f,,'1- J<~~' ~'" !O ..f-"" I\,. G IJ(.'I)J ~q;,J' UI I-I05/HWY 126 S ST I MARCOM RD OLYMPIC ST r I e.... f/.) ~ SCOTT RD ~ ~ {/) e..; tJ) M ST oof-> is tI.) C\1 co ,... L ST I -.J L ST' - 1 I II CENTENNIAL.. BLVD 1 NO SCALE PROJECT No. 08-115 ~ DWG. No. \2008\08-115\TOPO SURVEY\08-115 TOPOGRAPHIC SURVEY.DWG ..f:,. 0) ~ (J't ~ fI.) ~ 'l""i -A (J) :f:>- a ~tt, ~'O~' c::::::::::::. R Sf " ~~ tx'O~' 10 ~.._~ .,.. . o I 20 ~~ ~,<>'tx. X / f I ~ ;-A V, &l is l'- ,... REGISTERED " PROFESSIONAL LAND SURVEYOR . ROOF OVERHANG SUPPORT WALL ~ 6' CHAIN LINK FENCE OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES' December 31. 2009 I @)/@ I I ~ Branch Engineering, Inc. 310 Fifth Street. Springfield, Oregon 97477. (541)746-0637 FAX (541)746-0389 branchadmin (i)branchengineering.com Civil · Structures · Transportation · Surveying ~ TAX MAP 17-03-25. TAX LOT 802 VICINITY MAP I I I - I I - SCOTT ROAD I I I I I I 0 I I I I- LU LU a::: l- V> l- I CJ') N I I I I I I I I I I I I i I @ ! I I i Ilr !TfJ II ~. II i . ,I I ~mmmt ~ i i f ~ nnnnl1P uuuuub f ~ ! l(~.LP ARKING ~ i ~ ! il ~ nU' ~ ij n . u u J -- . . ~ ~ -- e ~ I 1 ~ ~ I r- ---... - I I : , I: ~ : f- III : : II,r _ ~ i I I ---1 L.- ~...:) {\ if -..p- (\ if d b n I :> II ~ III 0 II ~ \+r-r-1li.m ~ m m U' II ~~ II bl (\ r- ~ I . I I =1= ! i -- . . ~ . ~ ~ -- i ~ -- i ~ ~ ;-- s ~ -- I i ~! ~! -- ~ ~ -- ! ~ c:J CQ:) JJ ~ = = = = t~ <? q = = I m I I t t) o /) ! I ! I I jLt kr E'l _11- :~ -~- ~ [: .!}. _,_0 ..Q. @ ""f(~IJ,:'.~ -, r I -~- (f;) :I~,~" DEMOLITION PLAN u 0. V) . ..... u Q) :!:: .J::. u "- <( "0 o o ~ .... cu ..c en c o en ~ L- eu "Q o Q: ro o o N @ : I I- LU LU a:: l- V> o a:: = tl') N -- -----rrr --~ 1---,- I I I - fJ -~ <? c:;) =n " @ @ @ o II _-,J 1 '-r ,,!,,,,,,,,,",,,....,.,--...-- ........ .. , -~.~ ,-. .... ~ '" ........ , ......... " -- -.--.., ' ' -- ~ ....... '!'!"'!'!" .... ,.... - I NORTH @ 1<E:)'Et}?ITE: ()E:fv1<:>~TI<:>~P~fttN NOTES if CD OU1UNE OF PROPOSED NEW COVERED OUTDOOR STORAGE BUILDING. -, ~EFER TO ;~E~;'~t'~-- ...n'" @ ~~:~tD PARKING SPACE ON TAX LOT 802. TYPICAL OF (136).REMO'.iE STRIPING FROM @ D1SPLACED PARKING ON TAX LOT 201 t TYPICAL OF (5), @ REMOVE CONCRETE CURBS AT ISLANDSt TYPICAL. @ REMOVE WHEELSTOPt TYPICAL. @ REMOVE UGHT POLE. CD EXISTING WlleO POLE SIGN TO BE RELOCATED. @ REMOVE LANDSCAPING. o REMOVE PORTION OF LANDSCAPE BE FOR NEW DRIVEWAY, REMOVE: STRIPING FROM ASPHALT, E o u -d o o 3: s... - _Cb 0:;:: 0'1 LOe: C\li:: lOa. NUl .c u L... <( ~ o o ~ ... CI.J .c en c o II) ..... ... fV .a o et: c '0 -- en r-- C r--N co 00 CX!~ c a. ~ Lrl CU>( f') ~ E I.LI ~~ CII I.. ~~ > ell et: Q.CII EU "1:J cu. ~h: CII .- fI) N >C I.. ell ... .~ GlU ~ .- o """ LO -1"- CO 0\ 3:c: "00 COO' o - co c: 3: fO '- o ~~ r, \ \ \ \ \ \ ^\ \ \ \ ~ \ \ \ (E) P<"RKI~ \ ' 1m_ . . \ , ,\ \ \~ \ \ '\ \ ~ Ur \ \ \ \ \ ')~\ \ \ \ \\ \ \ \ \ \~ \ \ \~ \ \ \ \ \~\ \ \ \ \ ~-- .... ..~- ", r.... . <0 o o N UJ Z ::> -, ....... r-- U <u ...... ,9!" ....... 0 <<.:l '- o Q.. ,... M I"- o AO ~,:A^. f&~' -"~ ~ -;: '~~~H ... , J1 ~ ~r/ftk.'#I." V'_ \ ) \~h. tullUIt-.i-. "~ ~ ~.eOF~~- I- W W ......" Ii ~ .~~ ~ Q STREET FLOODWA Y CHANNEL I ! en 46A---. ~//;~/ /j/;:~~l 6~ -- " a 1~V/-W0 /, - 6 ~ ____ ---'6~ :Jj ~~ g -~,-~,~i-'-:~'~'~~:~~~~~l-~=~~ ~~ -- (-~ ~-~)-- -- --(~--~) ~~t~~~~~~~- ~ ~ ~ ~ n l{).. ~!l -- --- .. -- I I "." .. 7 · 0 ~ 'ie.. 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LU I HDR~ I II I I I ~(P PARK1.t:liL,j (E) OUTDOOR GARDEN --- :- - I-- =J 'l----- i--- '~ ~,~ !~> ~ ~~ ~ I~ i I~ ___ I 6 Ilf e IJ I 46 r-w- --=-~ -, .. Zz 00 -- CI),I- cnu -:) ~IX 101- ::>CIJ U)z 3:0 .....u -IX >0 ~I&. .....1- 1-0 -z U) i. r- ~ 2 ) /' r- . i' ~ @ - - I I I \ \ \ \ \~\\ \\ \ai1?\\ \ \ ~~\\ \ ~~ \ \ \~\ \ \ \ s:\ \ \ \ \ \?\ \ \\D . I LDR~ 6~ , .......... ___46~ == ~ I. I . - "\ S 88'OJ' 47" E. 44's. 1 O' I -----r---'tE)F:H. -- r-' r-' ,- ,..-0 . ,-- -.- -- I >~ ~- , I~ 1 -- I l LDR NORTH @ G;) :1~'~flPLAN KEYED SITE PLAN NOTES if CD NEW COVERED DRIVE- THRU WAREHOUSE SALES BUILDING. REFER TO SHEET A2. o EXISTING COVERED DRIVE-TRHU WAREHOUSE SALES AREA TO BE CONVERTED TO MERCANTILE INTERIOR EXPANSION AREA TO STORE. o EXISTING RETA1L SPACE TO BE CONVERTED TO WAREHOUSE SPACE. EXISTING CONCRETE FLOOR TO BE SEALED TO BE LIQUID TIGHT. PER DWP OVERLAY DISTRICT REQUIREMENTS. CD NEW 5'-0" WIDE CONCRETE SIDEWALK. @ NEW BACKFLOW PREVENTION DEVICE FOR BUILDNIG FIRE SPRINKLER SYSTEM.. o NEW CONCRETE CURB, TYPICAL (j) ~i~~~E E~~~~G~AN~E~r~~GL:~D~~~~I:g~oc~~s;g~Hul~~~~~ NEW COVERED OUTDOOR @ EXISTING ASPHALT PAVING TO REMAIN. @ NEW LANDSCAPE AREA. EXTEND EXISTING fRRIGA TION SYSTEM. INSTALL NEW PLANTING TO MATCH EXISTING. @ NEW DOOR IN EXISTING WALL. @ @ @ @ @) NEW OVERHEAD DOOR IN IN EXISTING WALL NEW INTERIOR WALL $.\ 'bf 'W' IItF' . REMOVE PORTION OF EXISTING MEZZANINE. NEW INFILL WALL BETWEEN OUTDOOR FENCED STORAGE AREA AND COVERED OUTDOOR STORAGE AREA. MA TERIALS AND FINISHES TO MATCH EXISTING BUILDING. (3) NEW BICYCLE PARKING RACKS. TO MATCH EXISTING. SPACE TO PROVIDE FOR (6) 2'xS' BICYCLE PARKING SPACES. Z <C ..J 0- W I- - V) ~i CO ........ ("l) 0 I"- 0 0 N -y LaJ Z >- ::> m -, (I> ..... c: ..::s:. (1)....... u 3: u (I> fO Q) .......... '0' t- .c m s- a u Q a.. A1 f21\ 20' WIDE GAS EASEMENT TO BE MODIFIED SO THAT EASEMENT EXTENDS AROUND NEW BUILDING. \t.Y GAS LINE TO BE REROUTED THROUGH NEW EASEMENT AND SECTION UNDERNEATH NEW BUILDING TO BE CAPPED OFF AND ABANDONED. @ NEW.sTRIPED PEDESTRIAN CROSSWALK. @ NEW STRIPING. @ REPLACE EXISTING CURB WITH NEW ROLL CURB. @ NEW LOCATION FOR RELOA TED EXISTING WlLeO POLE SIGN. @ NEW CURBING. TO HAVE ROLL CURB PROFILE. @ NEW SINGLE OCCUPANT RESTROOM. @ NEW STAIR UP TO EXISTING MEZZANINE REMAINNIG OVER EXISTING ROOMS. u 0. V') ..., u Q) :t: ..c. u t..- <C @ INSTALL NEW' STRIP DRAIN TO CAPTURE EXISTING PAVING STORMWA TER RUNOFF. CONNECT TO EXISTING STORMWA TER SYSTEM. @ @ @ @ ." o o ;: ... CIJ ..c tI) NEW CATCH BASIN TO CAP lURE EXISTING PAVING AND NEW ROOF RUNOFF. CONNECT TO EXISTING STORMWA TER SYSTEM. EXISTING STORMWA TER CATCH BASIN TO BE DICONNECTED FROM EXISTING STORMWA TER SYSTEM. RECONNECT CATCH BASIN TO SANITARY SEWER SYSTEM. c o en .... .... 4U ..a o 0:: co o o N <9> NEW DOWNSPOUT TO SURF ACE DRAIN TO EXISTING ASPHALT PARKING LOT. NEW LOADING DOCK AND OVERHEAD DOOR IN EXISTING WALL. PROVIDE DRAIN AT LOW END OF LOADING DOCK, CONNECTED TO EXISTING SANITARY SEWER SYSTEM. 136'-8)) 56' 2)) 18' 4" 18'_4" o 25t 0" 25'_0" 25' _0" 25'_0" I I I I I I D N 1 .. -r- N FIRE SPRINKLER RISER ROOM " M B b I N to . ' ,~ CONTINUOUS ~ STRIP DRAIN H 'H H :: o ..l N to ~EXISTING ASPHALT TO REMAI7 20' HI. FENCE, TYP CMU COLUMN, TYP " H M :: o ..I N to ;,. I N v N ~EXISTlNG ASPHALT TO REMAI7 I I I I , I I' I I H M H :: o 1 N f'l') ~(E) CATCH BASIN TO BE REROUTED TO SANITARY SEWER H H H a I N f'l') SUDING GATE (20' CLEAR? N ---- 0 a I N I"') I ITLI f I I ROLL-UP~: GRILLE ~ B t H N I en N 19' -10" 14t _6" BICYCLE ,~ RACKS----- #' l 1: 12 RAMP ~ t I ~ ~ ~ ~ ~ ~ ~ U ~ n ~ ~ ~~ / ' COVEREDDRIVE-THRU S,ALE,S BUILDING PLAN NORTH ~ 1/16"= 1'-0" '" 0. V') ...., u (]) ~ .c. u s... <1: "a o o ~ ... CU s::. U) c o CI) ..... ... CIJ .a o a: CO o o N <9 METAL SIDING METAL ROOF o I I ::> (J) 0:: ~ J: i= t;- ..<( WC>> >ZW - O:C-l O-lW -0 C=>Z LLI fIl. ."", c::(/)~ WWZ >-1<:( Oc:(..J U V). a.. NEW WALL MOUNTED SIGN LOCA llON- DESIGN TBD CMU PILASTER, TYP CMU WAINSCOT, TYP -7 ./ -<~ SWINGING GATES .. t. (27' CLEAR)~I \ _ _J ~:~~~ ELEVATION k-PROPERTY I LINE I METAL SIDING V) -I-' U OJ ......., -- I J I I ' I I .c u l.- e:::( "1:J o o ~ ... CII ..c (I) c o en .... .... (II ..a o ~. I I I I I I t I I I I CMU COLUMN :: 0) I. 'in to .. 'r"'" I o to o I b N I I I CMU WAINSCOT, TYP NEW WALL MOUNTED SIGN LOCATlON- DESIGN TSD I I I I I I I GD SOUTH ELEVATION I A2 1/16"= 1'-0" 'I NEW WALL MOUNTED I SIGN LOCATION- I DESIGN TBD .. Zz 00 -- (1)1- cnu -::) ~a:: all- :>U) <<nZ ;:0 .....U >0: ILI'O ~..... .....1- ...0 -z en CMU PILASTER, TYP I I I TYPE 2 LIGHT FIXTURE, TYP METAL SIDING I , bl ,I I I I ! 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", , :,' ' ' -,--,--.- c:::>, " ._-=-.__._~ :5{//' I 1 ..~, I ~~;~t :">.. ,~;;;I:' ~ '~t: GAS PIPE BY OTHERS ' I I ..",:"',:~';:'...:': ..',.& ';. ..m'I-._,I-._I-..m" I ._,t-..~t-..~t-..m,t-..~l d 01 '......' ~. ;" ,:, ,":.,.,..,..',:'.,.~,.. '..',.. ", ,', '.' .~, '" " .. -..~I-_I-.~I-._'I- F ; ,'/ '/.' "'.. 7 ,!' ./,. / :,":,,. / ',' ." ". " .,' . .. WALK :' .. " '." ,. ....' ,~,,,:, .... ' : ',' , " '.' . .. " - - - - - - - - ' - - _'I -'_1 / / / /// / //;J;;./ / "~' . '~ .~ ,'-'. . "". " :,.,' ".,.~~;,' ~'~'- ~ .'.. · "i.' .~ ' $88'03'47"[ "198.40 ---r-- - I <11 AREAJlR I ,/ .// ,// /"'/ //' .,// /// ,// / / ./ / ' '" ' ... "'" '... ...... .......' ,', '" '" " "". ,"', ~ ~ ',.......' "i ,:,:,;/~ij;;<;,;/>:.~>;~: ~~'''....... ' """, ;~, :~',<~~~>~ \:~~~~~.:~~<~~~>~~~~~~ 1 I. I //'//'/://,'//://///':'//~// '.~0'~'><<~. ~~ '\"'\......., '0 ~~'~"''' "">."_<""""""'~"""''''''''''~''''''''''''''''''''''''.'''''~~~>- i i " / / ./ //'/ / / / / / / / '~ ~ "'" ' ' "', '" ~,,,< ,.' 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LEGEND EXISTING IMPROVEMENTS - - - -...- PROPERTY BOUNDARY esmnt EASEMENT -G-G- GAS -w-w- WATER -ST-ST- STORMWATER - ww- Ww--: WASTEWA TER - T -,-- T - TELEPHONE -E - E - UNDERGROUND POWER - X -, X - CYCLONE FENCE (6-FT HEIGHT) '0\ 1/ . ::= 0:: UGHT POLE &: RXTURE /; \ \'" 19l CA TCH BASIN ~o~ ~O~ ~ ~(1 ~~ ~~ (,0 . S bD c.> ~ 0 ~ ~~ .~ t--4 CObD <1> M~ ;> ~ 0.... ~ Q.() I~ ~ ~ r--(OQ) r.n ~Q . . ,...-4 r-- r--'... ~ ~-bD Q (J.) r--"'""Q 0 ~~<1> '... (J.) +> l{)..c: ~ ~ -() +> d~d ~ . P'"""4 0 Q.() o '" {:l. +> bD lZ-t J.4 ~ Q) <1> ,Q 00 Q)~r--@> ~ ~ bOM Q tl$ J.4 r.n .. (0 .... E-c ,.c: ."t10S . ..c:: V I "t1 Q ~.... CO ~ 00 (~ . ~) ~ ..... bD ~ ..c: Q) lZ-td.!::.() ~ II ~ '........-1 d E ~ OJ.4~tl$ () ~ "'"" {:l.l{) ~ ~ M r.n _,Q M +> t@J r.n . ..... .... .e; Q rn TELEPHONE PEDESTAL PROPERTY CORNER AREA DRAIN CA TCH BASIN GAS VAL \If IRRIGA TiON VAL \If ~ - - - - CONTOURS (O.5-FEET) 9 ~ 'llIIiJ e !><3 PROPOSED, IMPROVEMENTS . ST-ST-STORMWATER PIPE ,-WW-WW-WASTEWATER PIPE -w-w-WATER -F - F - FIRE SUPPRESSION WA TER SER\I1CE ~ G -.:.- G ---:..- GAS CONSTRUCTION NOTES (]) FURNISH & INSTALL ASTM 0 30 SCHEDULE 40 PVC PIPE MTHIN ~~ PVC STORM PIPE PER DIAMETER SHOWN. PROVIDE SPEC'D AND AS REQUIRED TO COM~~i:~~~NgU~~NG. PROVIDE CONNECTION FlmNGS AS C4. TEM. SEE TRENCHING DETAIL 4, SHEET o FuRNISH & INSTALL DJOJ4 4" PVC WA ,. . WITHIN 5-FT FROM BUILDING. SEE TRE~~:~[!~Ej:r PROWDE SCHEDULE 40 PVC PIPE LA TERAL, PROVIDE REQ'D AmNGS TO COMPLETE C 4, SHEET C4. CONNECT A T EXISTING 587.0' +/_). ONNECTION - FIELD VERIFY (LENG7H - <D FURNISH & INSTALL CLEANOUT. SEE DETAIL B, SHEET C4. ,0 CONsmUCT MANHOLE. SEE DETAIL 10, SHEET C4. o FURNISH & INSTALL DOUBLE COM LOCATE ASPHALT SURFACE LOW PARTMENT CATCH BASIN Wl1H FOSSIL FILTER. AEW CA TCH BASIN RIM O.1~FEET BEL;~/~~SW:J:~::g:~FfD CA TCH BASIN IS SHOWN. INSTALL , C4. ASPHALT. SEE DETAIL 9, SHEET (9 CONSTRUCT TRENCH DRAIN. MA n J, SHEET C4. CH EXISTING ASPHALT SURFACE GRADE, TYP. SEE DETAIL '~EXlSTING GAS LINE TO BE RELOCATED AROUND THE PROPOSED BUILDING (BY OTHERS) \!!.J INSTALL FIRE SUPRESS10N WATER SERVICE, . o CONNECT AREA DRAIN TO SANITAY SEWER LINE. @ SAWCUT, CAP AND ABANDON STORM LINE UNDER PROPOSED BUILDING. -... --- - - ----- - ---.-, I \\\\\~\\\\ --r--r-,- 1 , I . .... 0 1 . . J . I 1 · I . 1 . . I . I I -t . SITE' . SCAlf: I" = If.LAN VIEW Vl ........ U (]) ........ .- ..c u '- <:( " o o ~ L- eu .c (/) c o en ..... ... (II .a o a:: Z <C --I 0.. >- I- - --I - I- :::> ;t; c: 3: to 1- a u a. E o u -0 o o ~ 1- (I.J .c V) c o V) +" t... (I.J .Q o t... 3i 3: 3: (Xl ...J <Xl o o N uj Z ::::> ..., tj (J)...... (J) -+oJ ..- '0' to I.- a a.. C2 ~ r-- ...0\ OJ c: ~ 0 ... C' t/)OJ u"" .- 0 Q. .. E"O '>Gi 0= 1Ilg' N .- lIla Nt/) c o -- I/) C fU C ~ ~ >< EII.I ~ L. > ~ e1: c.CII EU ,., CII-- ~ gb: CII -- en N >C ... CII ...~ CII U ~ ..- (Y) ...... o BRANCH ENGINEERING PROJECT NUMBER: 08-112 to- t-N 00 cq!i N · 'lttO Ct)~ ~.,... L()~ D.l&.. ~ to (I.J +J .5 .,... v:~ >r- to 0\ ~ c: ~.o 00\ t... (J) cat... o +" ~ar wID NO\ (V):l .,... W (Xl ...J ......... <( (/) ..., "0 (J) ~ U (J) .s::: U - --1~.- --1~:~ ;<.......... !"'X- (,v' " "'6'<.( oi' "'- '\, '" z ~ f\ . .......... lUWS\>~~ws\>~ lUws\> lOws;> -lUwlle..:..--l ...., ,,'\, --I' ~ ~ '\, ~ ~s:-eSlTlnt -esmnt -esmnt -esmnl & ~ 0 _~ .. <> \.11 -;;;:---/tt$6 I rri ~ ,/ V 1 I~ I~ 1<0 EXISTING DITCH CHANNEL ... -. ---- ... ... --- .. ~o~ ~o~ ,~ ~CI ~,~ ~", (,,0 $. . '" ' . ..........~~-_/~ ::::!!!!!~ _^_~~~fIIIIIL-'-A _ ~~ /-- ~ <:: - J ~t5' ~ .~ ~ -1"!t~ . -.- -.m~~ ,.. - -463,50- .......... ~~ x-- 1\ ~ o=:::c . a:::::=:E3 LEGEND EXISTING IMPROVEMENTS II I ~/cr:::=c- -- "-.. "-.. -- '...... \>-lWS;> lUW!:;> lUWS" ---:... 1 0 - uwso ~..tc;' ,,>\<,,'l' :1 ~ . ~~ / ,tP.if.,/ ..'O~7~ ..')."'c,<"~"? . ",-:-'b4:-~'? '? '$ . q'P r.~~," ",~,,-I.>J nl ---:... esnw.~' ----'- esmn ~ es nt + . mnt . t-v :? '. . _ -- " ~ {\ g <Co R 'J,"t;.4? &, .- .,.~.,~,~' ~ "esmnl-esmnl -osmnl ~esmnt ~esmnt,~esmnt ~.esmnt ~esrflrif----'-esmnt ,,/ ~,,-:; b,- ."~<> ...-A'O ...-- ...-- -- - - - - PROPERTY BOUNDARY '0,,>'>1, ." V esmn ~es l"'- 46.3.50_ - --- -- -~ -- --- --:- .,.,..-- ,~ k~: esmnt -esmnl ----:ellmnt -esmnl -e9m t.--;:::::::- -- esmnt nt '--- esmnt - esmnl --'-- esmnt osmnl ' EASEMENT -- -.,...;--- ,,<> -- - - - ,-- - - -- ~ +..t.~ ~EX/S~ \x~UNE SIR/PING ~ '"-, "-. ~ '--'- == ,~= = ==,'~ ...-- -- .~\/~ :: 0 ........... UGHT POLE eft' F1XWRE // \ \'" fQJ CA TCH BASIN IT] TElEPHONE PEDESTAL 8 PROPERTY CORNER . /' --- -- / '-- -- -- =--= -- -- ~ ~O\ CV e:: .... 0 ...,'" V)cv u .... ,- 0 a. .. E'O ,>~ (5:;: '" 1Ile:: N't: lOa. NV) -- -- -- -- -- -- -- -- --.... "--- ^ .......,-. -- , -- osmnl -esmnl -'-:-esmnt -esmnt -esmnt ~esinnl - esinnt . ;"-esmnt .' ~ -- -- ~~.. nt_______o~"t~esm"t-------esmnt -....... ",-0 rJ" .t\~J ~ qq,4'~~ . ."':~~'" " , " .. ~ . .. .~ ",,!>~ . "';'f.\;" 1f l~<$ ~ /' /' i ,,/'" "f.'4.'?:-'< y ."'~-t-c." . -- ! ~ AREA DRAIN IIDJjJ CA TCH BASIN e GAS VALVE E o u -d o o 3= '- <J) ..c en c O' Vl +J '- <J) .c o '- 3i 3= 3= 'J,~ .",. .t;~<:. . . ,<:> '0...' .\<>. r><J IRRIGA nON VAL \f" ..'" ,~~r t\;~br. ./ '>'? iQ<)' .'\.v j, U 0. q," '0<)' +\.v ",'l. !i:Jt.. .\.c. - - .-;..... - CONTOURS (O,5-FEET) - .---- --.' ':-- --- -- -..:..-:. ~, '0",. .\.v V) ......... U OJ ......... /'" ,,/ ,,/ <>"'# . ..~t(j7 . . c o -- en c co CL >< LaJ --- .- -' - ~>" . ~~c. '1-'" '0'0' , , '\.<> - ..r:::. u L... <:( --C o o ~ ... CII s::, en c o en .... ... CII .a o a: ,,<> .~t ~ r--N 00 cqti N · VLO M~ '0<) ~.,' .'\.<- C ell E CU ... > CII e~ CLCU EU ,., CU.... CU ~k: CU -- N C CU ~ U ~ '0,,:>:9- .\..v -0' ... + '\" --~~~ ........-.'---- \ \ \ \ \ --:;.--- / '1..<:::>0-' ,,-Aro ..J" ./ /. ./ ./ ./" . . ",'0 .",~t ~q fOro. ,'\." ~~ If)LO D...... ~ ,<>'0' .\<>. ~ ~ -- - - - - -......,' "./ ,.....- ~ <r .~ <::> \ \ \ \ \ _ _464-:- - ~ $> / / / a ')<1> ....,,'0. , 'toV CONSTRUCTION NOTES 6'> !O~. '~l-v 'i).c}~~ . I.~i(. J 0) CONSTRUCT' PAVEMENT SECTION. SEE DETAIL 1, SHEET C4. (j)NOT USED. 0) CONSTRUCT SIDEWALK. SEE DETAIL 2, SHEET C4. o CONSTRUCT VERTICAL CURB. SEE DETAIL 6, SHEET C4, PATCH ASPHALT BETWEEN EXISTING ASPHALT SURFACE AND VERTICAL CURB AT PARKING LOT AREAS. . o CONSTRUCT TOp"":SET CURB. SEE DETAIL 7, SHEET C4. (9 CONSTRUCT MONOLfTHICSIDEWALK. SEE DETAIL 5, SHEET C4. o FILL INTERIOR GAP WITH CONCRETE. MA TCH SIDEWALK SECTION DETAIL 2, SHEET C4. DECREASE THE BASE ROCK TO 2" THICK. o EXISTING AC SURFACE TO REMAIN. ~ tn <J) :!:: :J5 ~~ >r-- CO(}\ 3= c "00 "'0' o <J) '- '- COo +J .. en <J) CO C W<J) NO' (t):J ..- W ,iO'?'? .~~v '0' ~. ~~'J,4-~ .~-t-G" 1,~ ....~~. 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CD I 465,79 \ AC \ \ \ \ \ \ \ \ \ \ ~ <5' '~ ~ "\":> !Q'k' ."~<> ~ C> I ,~ '10'0' , "t.v I '0'" g,":>' ""t-<> m ..J T- M I'- o m ..J ........ <( (/) ..., en o o N W z ::> ..., (1)1"- ;uT- e Io,V",!>~ 'I . ,!;I CD 3 ~ '0'0 9>...' .\..v 'l.? ~", .\c.. SCALE ~ c: == "' '- e 20 80 "0 (1) ..:c: u (1) .t::. U 40 10 o 4-1 U (1) '0' '- 0.. ( IN FEET ) 1 inch = 20 ft, j ",'l.. fO<). . l>I toV ... I I '... 3 ~' C3 . ,...- -- ~ o BRANCH ENGINEERING PROJECT NUMBER: 08-112 r-AC PAVING, MATCH EXISTING ADJACENT SEcnON PROVIDE 1 1/2" DEEP TOOLED CONTRACTION JOINT WHERE SHOWN ON SITE PLAN OR 5' OC MIN. I 4" THICK P. C, CONCRETE SIDEWALK WITH MEDIUM BROOM FINISH. 4. " - Ll' - -WWF & GEOTEXTlLE FABRIC, I / . ..' .."l..4 ':' 04" ..""..-:',.., .,.. ,4.' A " tI .' , ',' 1,' ..,'. " ','.. 4',."" A'. .". ',~ '... :'.4" '.., .. :.. ';". ". ., .0,' , '4 '. '" 4' <~~:c1~~ ~ XX-l~~ Jr Yr~ rr""b.> j/ /,"',F,/ /" ~ /y ,/ /,Y ,/ /y / A~'Y ,/ /Y f /Y ,/ /...'/ /J r <*"" ~*Nt\..~, ~,,~ ~~.." ~"~,,,< /l )>').. /'Y/ /' -/ /). '-/ /').. )(~ '-//" ;/ ~, ;- . /... /- '/ / /" ../ ' ~,~.x P-i.xJ""i }C~ le"1{ }e"1{ }e'7C },.J( ICX IC::X ICJ( lC.:;1{ I~ q:,~ Iq.R.R le"1{ }e"1{ }e'7C IC'7C K'.J( !CJ< IC.J( lex ICJ( I~ { It{ ~.R.R ~ ~.RR K'7C!C'7C lC"1{K"1{le '''i...lfi.,.,'f,::{RRRA.RRA - 1C~ lC~ }C':x ::x }C:X lCX 1C'7C le"- !CJ< K :Y.:. ~ _Jt'::X. .:i!::X _ _ll:"::( _.x: _lr _..ll: .. y: _ , / ,("-,j/.,"-././"-./ /'\, ' LJ/4n MINUS COMPACTf:D CRUSHED ROCK. COMPAC110N: 92% RELA 11vr: COMPAC110N, MODIFlED PROCTOR. MA rCH THICKNESS OF ADJACENT SEC110N , . 8" STm TRENCH DRAIN ~ . . , . II ,12" --I 'II ~ 8" WIDE: STEEL TRENCH DRAIN SLOPE BASE OF TRENCH DRAIN AT 1%. <1' : ~ ,.~_ r(4) #4 REBAR, TYP . <j 4V'. 41. , ..~' ,/" . ,<J , . It ,', . .'~' . I ~ 4. 4 A , ' ~~E~~~~~}~}~ qR'FrX:J:t-Fr-FrRJfE-A - 4' <j, 3/4"-0" CRUSHED ROCK " . <1 , 4", 3/4"-(0) MIN. CRUSHED ROCK, COMPACTED AT 91% RELA TlVE COMPACTION MODIFIED PROCTOR ) COMPACTED SUBGRADE , . . .' " . . f1\, SECTION: AC PA VINe \J SCALE: NONE fi\ SECTION: CONCRETE SIDEWALK \:::../ SCALE: NONE . -- 4" THICK P.C. CONCRETE~DEWALK WITH BROOM FINISH .-WWF & GEOTEXT/LE FABRIC Dl,/MMY JOINT 1/4" DEEP 'v' GROOVE 6 ' FROM FACE OF CURB 1/2" RADIUS TYP. I 2% (TYP.) .I 1 r · L.i.. T:SITE PAVING (SLOPE TO '. ~,'" a .~ . . a . ,*.-1.v . I. , DRAIN PER GRADING , ~ A ,,/\ ~ .... L1:' 1. 6" & PA VING PLAN) ~ X,~ :u " L1, '12": I , . " ~~ "", , l\l1~ Ii \~~~y 8" 3/4"-(0) MIN. CRUSHED ROC,',If. '// ~ 12' r'~~ ".., COMPACTED AT 91% "/-0 / !~ A<r<Y-- i RELATIVE COMPACTION '/. u::J>-::-A ~~~V/. MODIFIED PROCTOR ~~V//>\.,,~"'''''' COMPACTED SUBGRADE- NO TE: PROVIDE 1-1/4" DEEP . TOOLED CONTRACTION JOINTS 5'-0" O.C, OR AS SPECIFIED IN ARCH. PLANS f5\ MONOLITHIC SIDEWALK \:::.J SCALE: NONE . . . ! . u a. PROVIDE 2-1/8" OUTLET FLOW CONTROL ORIFICE., LOCKABLE COVER:~ FIL TERl BICYCLE-PROO.Fl . GRA TE 1-= <1 -t F '~,.. r 1 ." <1: ..:". '4". . .. <1 . , " . 4' . 11 . -0 .".<1... 'V ".. ..... II /'.~ , , </. 4: .' /' . '.;~~ .. ".<1,,, " ...'4.. <I' , " . 4 ", -'...:.....;., :L .. '" V' '" 4 .' . OJ /' ~V",\'y,~"', ',: ~' .. I : -, .~'~.. ,~'~. -6" PIPE, SEE NOTES ~~~ '; ,', ~ / . ':V-..' ~.. ,,';... ~%~:. ~.f ,.:.~~, ~~~: :'~ ~ ~ : '. :." ~'0~"-2'FERNCO" ~~~", ~ " ~~~ HUBBLESS >y%~,'~', M'" ,,-- :>. '>> ~>>'? CONNECTOR "V<V<V<\.., '. , '" ,., <14 :' '." ." . ~ ~ . :.."'v~ v~v~~' '>1 4' . '. \ . <I V,. ."'" :.." ~ ~ //, . ,,/X,,<<,,<<~<<<0" /" //"- :-;.//, // // // //. //.Y CLEANOUT LID NDISTURBED SOIL OR "GIBSON STEELtt OR "L YNCH" ENGINEERED FILL MANUFACTURED 1 0 go. STEEL CATCH BASIN 24"x24"x36"O 3u MINIMUM COMPACTED CRUSHED ROCK BEDDING fI') ...., U QJ ~ ..c: u '- <( " o o ~ ... CIJ s:; U) NOTES: c o In .... ... CIJ .a o 0:: <X) ~ f9\ DOUBLE-COMPARTMENT CA TCH BASIN @ \::..J SCALE: NONE . VERIFY OU71.Er INVERT REQUIREMENTS PRIOR TO ORDER. , . 2.5' GE.OTEXTlLE . FABRIC , .' .. . . f3\ TRENCH DRAIN '., V SCALE: 'NONE , . STRAIGHT CURB SECTION CLASS f' c: 3,500 PSI CONCRETE. 1 6" MINIMUM SIDEWALK OR J I TOP SOIL SLOPE AT 2% ~. .6'~ t 12'j II 1111111 IIIIII1 .' 4. ~ ~ 1.""/ 'VA'\,/ A'</ '\,/ '\,-:'..0'<~ ~~. , ~0~~:>>'0~>~>>'0'0~~ ~r:7' A '...., if .ffi,~<<<<<<<<<<<<~ , ~~ ~~~~~~~ )>-iyA >-D /~>>hwwww>y ~~ ~0-.~'\~ ~'\..~ ~~~~~<<~~~v~,. /.~~ ~~~/Y/MV/W/~~~~'W ~~~)$. >0~~~',>>~"'<~,-:;)\,,-:;)\,~~~~~,, >~<<"< ~ ~~ ~~~~~~0 ~~~ ~ %~ ~~~~~v> ~~~ ~~, <-<< ~~~~,,<:'6 )' "')..>/~ ://~ //7//\ ,/}7/;.'Y' SUB GRADE SITE PAVING (SLOPE TO - DRAIN PER GkAD/NG & PAVING PLAN) COMPACTED CRUSHED ROCK 6" MIN TOPSOIL FILL OR SEE SITE PLAN " . 6'" EXTRUDED' CURB ~6 MIN. t (RECTANGULAR) . ~'., . r: . r PA V1NG WIDTH . . . "-f:;' ~~lllllllrlllllllllllllllllllllllll / P A VIN " ~. ': ,,' '.' ",:...;' . ~ .. " . .~ .. '..,. <:' ~ :,'~~'" ~.': :::~'.s:: ':: ;"~,~:<',6.:. ~<~ "'~''':'::.', /"\, .., ': , ,,~ " ,6 ',. ,~: .~". ",,' " .,. ,. '. . ',,'<. , . .",. . 4 .4, '6<1. '" '" .: ~,~ ~. :<; ::. ~~', ~',: 6 ,...;4 >~ '~ '~ ','~' 6. ':.~~ ,~, ,';-:~ .:. '. '. >~>Ym~ (UNDISTURBED BASE CRUSHED ROCK BASE . , , . f(;\ VERJ";. ICAL CURB V SCALE: NONE o TOPSETCURB \:.J SCALE: NONE . , . STD. MANHOLE.~ . FRAME & COVER. '" GROUT ~"- ~_ ~ ~ ~' i A.. I") I ~ OJ or- SET FRAME IN MORTAR ~//f'RECAST CONC. EXTENSION ~ . '. ~/N(1S AS REQUIRED '~ ~} (15 MAXIMUM) PRECAST CONE A .s.- . . - ' ~ ,\, t:=!. ~ ~ ~tcl ~ cs Q:: F::: ~ a:: V') ts ~ -q: .., w..r~ ~C) ~ · Q::: ~!:::: .. ~ ~ <:..) , ;::~ ~ ti:j ~, . a:: :'\ ; NOTES: , 42" 1. FLEXIBLE PIPE-TO-MANHOLE CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. 2. WA TER TIGHT JOINTS (GROUT JOINTS SMOOTH A T MANHOLE INTERIOR). ' 3. POSITION MANHOLE LID OVER OUTLET PIPE. 4. ALL SECTIONS MUST MEET OR EXCEED ASTM C 478. ~ '. . 4 il . 5" TYP. ^~ '.. r, ,~K' I .f J .f (J .~7\ 2'MAX.FALL \~ "':ii' " ' . .":~ I ltla. ~7::~~':'~A~.;;;i>;.'" \ J l'~ ~~~~~~~,. \ \ ~~~< \ \~~~~ FLEXIBLEPIPE~ TO-~ ~PRECAST OR '-3/'4"-0 CRUSHED MANHOLE CONNECTOR. POURED IN AGGREGA TEL, 9(5~ . ) PLACE BASE COMPACTION 6 MIN. . f1O\ STANDARD MANHOLE ~ SCALE: NONE . WITHIN OUTSIDE ! ....... PAVED AREA PAVED AREA.. >.' ""';~:'~':':";"";~:""" '".'," ~0Y/~ t~~~:\{:~~,:::,::.;.:,,:~::s~:<:.~ Z~~\{(~~~~ ~'<;'~~ .,...~J':.':~:::~:~. ~'!,: :>~':~;),~;::' ~~~~~~~'0%~y 1"', 3' :~; ? ':~',? :~}< :\:...~:');:::~ /::,:~\~~~~>~~<~~:i:::~'i,: ~~~~~~~,*,~y, PA VING '~ 'c';;"-<"::'\: .....,.':, ~~.':#:: ":;::",,,..::,,::.~:,:,,{.',,;':'.:."',.. 0'/~..I'/~0-V'/"'Y/# / STDUCTURE '.~.." :.;':.r.",. .;,'::' :. :.~ :. .~:. ~:,::'.,:~':,;,:.,;,:,~,;::,{..\:.:':~y: . ~" v....... ~'- "/' '1"\ 11 ~ ..~. *. " ..' ~ -.,. ..~".. ";.--"" ,\"" ."..." ..:....t......: '7"- ~ '::~~ ;~i' :;:{i:~: :;':'~~~::: ~~' \t!.:i~~~,~;~;~'~\~h~~:~:tt~r 00 00 ,.:~::~i5~\:;>:~,:;:F~~r~:(:~,~.~COMPACTED NA TIVE BACKFILL o. 0 ); ~'\}~;:~5"il~;::~::~y~~. Ir- 0 0 ,""',' .' ":~~?~'::;;.;: IM~~fJDrA~OM~~~~tL X f\O 0 ~:~~~;~~~~~~~:it~~~F?~~~jt~;.r~: ." I O~~. ..""...~,..:",,. '... ..,\...,'#.... g' 6 MIN " 000 CO: :~;~:~t):s{~~:~:~~~8~. " _' P ()O' ~1/6 THE . 0 0 'O~ 0 . . OUTSIDE DIA 0 00 0 0 000 t 0.0, I 0 0 00 0 PIPE , OF PIPE \ t"\ 00 o~o I VARIES (D) ,~ ~ ~ , )j%~~~~~. I " ~~"<<<"<~"</<\" FILL BELOW PIPE 3/4"- 0 CRUSHE . UNDISTURBED SUBGRADE ROCK PIPE BEDDING 1- UNDISTURBED SOIL NOTE: TRENCH WIDTH TO BE PIPE DIA. PLUS 12" TYP. 24" MIN. fi\ TRENCH SECTION, TYP ~ SCALE: NONE . . CAST IRON FRAME AND COVER PA VING~ I I -=--"",.... \ I\ I . I I \ \ \ I ":-: ~ CLtANOUT HUB./ . SIZE AS SPECIFIED :' RISER, SIZE AS______:' SPEC'D :: I , . - ..,;;;;:;- :::~6" PVC SLEEVE CONC. BEDDING ~.. .. . .... .. .. .. .. .. ..... .. .. .. .. SITE PIPING ~ ~::,::~:,:::: ::,:,:..:.:.:.:,: :::.\ SLOPE II fi\ CLEANOUT V SCALE: NONE . Pf~E f'i I I .J '. .. REC'D ~, ~-_r:~ ,-.,.:-. ~~'''''''\'''/'€ ,g~ ~G\ N E2s- .s~Q rg<v 1> ~ ~ #.52998 ~ .z~ R.- "'ON o ,c~'...:;' ~ ~r. ~<-B " rj()(Jf::) ~G ...;x 'VJ" ~ ~SL LWt. 'fQ~ L.>-,I?/U5 17/7/ /u '7 , . . L..O" · O~ , ~ ~ ~CI ~ .~ ~~ CO , Vl ........ U OJ ........ '.- .c u '- <:( ~ o o ~ ... CII .c (I) c o en ,.., ... CII .a o 0: u c. E o u -cl o o ;t "- <1> ..c Vl e: o Vl ....... "- <1> .0 o "- ~ ;t ;t ""N ""0 OM <<!-q- N · ",1.0 P)~ ~~ U'lU'l Dola.. ~ 1.0 ....... m()\ ;t e: -Co mC' o <1> "- "- OJo ....... .. Vl NC' Ct'}:J __ W . r-- ~ -1010\ GI C f 0 ...,0' UlCV U .... .- 0 0. .. E"O >"i 0= mg N 'a: mo. NUl c o .- en c ...,CU C~ CII >< ElLI CII ... > CII 0.... ... C ~CII EU -." CllCij E .- OlL. ::r:.! en N .. C >CV ...~ ... U ~~ S bD o r::: 0> ~ .~ co bD Q) C'?d > *' 'f 'S ~ b..O (OQ) r:n. ~ t'-~d · . ....... l'- l'- '..... f"4 ~ ~-bll 0 C) l'- := d '.-4 ~ US Q) of-> <J) _..Q (lj ~ ~><:~ t ........ 0 < (lj 0 b..O ...., bDr- ~ ~ ....... Q)Q).......... rIl ~ Q)Ml'-@> ~ t::x::J M 0 ~ d ~ of-> (0 '.-4 E-4 U)-d'oS . ..Q V I "0 of->...... co ~ ~ ~<sDl!..Q ~ t:..d_() P 'po1 ..... d of-> oJ.4-.::f4~ c.> ...-l ~tQ J.4 ~ C'? r:n. _..0 b r:n. tI) ..J - <C t- La.J o ~ c 3: m '- o ~ c.> ~ Cd ~ ~ @n m -I ......... <( V) ..., . c.> ~ ........ m -I -0 (1) .::ac: u (I) .c U C4 . ..... '..... > ..-4 U <X) o o N t.J z :::> ..., 1:) (I) I'- (1) 1t1 ~ 'e o a.. ~ (Y') I'- o J / {""".."",..."..,.""...", . ,'",..""",.."""."",..".,.1 I :-:-:~':-:<?:-:-?~f090 t&'97////U/:&0Y~ I :i::~r~~.~~:~~:~::~::::;t: ~ · ,'~l~~~t~~i>:i~'::i:>6: WYE PER PLAN DIAMETER, \ - CONCRETE BEDDING PROVIDE FITTINGS TO MAKE . "-6" CRUSHED ROCK BEDDING TRANSITION TO RISER BRANCH ENGINEERING PROJECT NUMBER: 08-112 ----- -- -- - - -"'A.. -- -- -- -- -- -- -- -- -- -- -- ~ o::=:!:I ~ c:.'I:=o ~ 0::::::::::::0 o::::::::::!:': ~ IE\t ~ c=::o , c:::::::::::o ~ o=tJ ~==I=II= ~~~ o=:::::c 0::::::::::0 0::::::::::0 ~ tc:::::o a::=:!:I c::c::=o ~ ~ c:::=.=::l o=:=D 0=:.0 ICC=:O ~ ~ o::::::::::::!: I:::!::::::::c ~ ~ r.x::::::::::;o I I I I I I I I ~ I I I I I ~ PLANT LEGEND SYMBOL BOTANN~AUCOMMONNAME QTY SIZE COND Trees VM 6 6-8' cont Acer circinatum VINE MAPLE Acer platanoides 'crimson sentry' CRIMSON SENTRY MAPLE Pyrus calleryana 'chanticleer' CHANTICLEER FLOWERING PEAR CSM 4 1 ~" cont CFP 7 I~" cont Shrubs RGB 5 gal cont t 8-24" 5 gal cont 24-30" 2 gal cont 12-16" 3 gal cont 24-30" 5 gal cont 24-30" 5 gal cont 18-24" 3 gal cont Berberis thunbergi 'rose glow' ROSE GLOW BARBERRY Euonymus japonica 'varigata' V ARIGA TED EUONYMUS JAPONICA, Lonicera nitida PRIVET HONEYSUCKLE Nandina domestica 'moyers red' MOYERS RED HEAVENLY BAMBOO Osmanthus heterophyllus 'rotundifolius' ROUNDLEAFOSMANTHUS Pieris japonica 'mt. fire' MT. FIRE PIERIS Pinus mugho mugus 'pumillio' DWARF MUGHO PINE Prunus laurocerasus (otto luykens' OTTO LUYKENS LAUREL Compact rhododendron varieties RHODODENDRON 'cunningham's white' Spireajaponica 'lime mound' LIME MOUND SPIREA Viburnum tinus 'spring bouquet' SPRING BOUQUET VIBURNUM 17 VEJ 17 LN 43 ND 9 RO 30 PJ 11 DMP 15 OLL 25 5 gal cont 18-24" 5 gal cont 18-24" 1 gal cont 8-10" 5 gal cont 24-30" CRV 28 LMS 19 20 VSB Perennials and Ground covers CPB Berberis thunbergii 'crimson pygmy' CRIMSON PYGMY BARBERRY Euonymus fortunei 'emerald gaiety' EMERALD GAIETY EUOYMUS Hemerocallis 'stella d'oro' STELLA D'ORO DA YLILLIES Festuca glauca 'elijah blue' ELIJAH BLUE FESCUE 1 gal cont 8-10" 1 gal cont 8-10" 1 gal cont 8-10" 1 gal cont 8-10' 24 EGE 58 DL 68 EBF 46 LANDSCAPE NOTES (1) AU landscaped areas shown are to be backfilled with a minimum of8" approved loam/topsoil. All beds are to be amended with 4" of Lane Forest Products 'garden rich' compost, or equal. Upon completion ofpJant installation 3" of fine fir bark is to be applied. (2) All trees and plantings are to receive 5-4-3 organic based fertilizer at time of planting, (or equal), with the trees double staked as per American Nursery Association Standards. Care should be especially given to ensuring that the plantings are not installed too deep. Plantings are to be guaranteed for a period of one year following acceptance, (Except acts of god or negligence/vandalism.) (3) The site shall remain in a clean, safe state during the landscape installation. Care should be especially given to the protection of new concrete and asphalt surfaces. Provisions for proper care and maintenance of the plant material shall remain the responsibility of the contractor until acceptance by the owner. GENERAL LANDSCAPE NOTES (1) A minimum of75% of all landscape area, including required planting strips and planting islands, shaH be covered with living plant materials, (2) AJllandscaping shall be installed and maintained in such a manner as'is necessary to protect it from vehicular damage. (3) Visual breaks, no more than five feet in length, shall be provided every 20 feet within landscaped planting strips abutting public right-of-way. (4) Vision clearance triangles at the entrances to the parking areas shaH be a minimum of 15 feet in length for each leg, and shall be kept free of all visual obstructions from two and one-half feet to nine feet above the curb line. (5) Shrubs, when used as parking area perimeter screenst shall be planted in minimum five gallon container sizes, or larger, as necessary to achieve the desired screening height of 36 inches within two years after planting. (6) The minimum planting size for trees in parking areas shall be 2.0.inches caliper as measured by American Association of Nurserymen Standards. (Street trees) (7) Trees shall be planted in a landscaped area such that the tree bole is at least three feet from any curb of paved area IRRIGATION SYSTEM NOTES (1) A fully automatic irrigation system shall be design-build by a licensed and bonded irrigation contractor. The existing system on the site should be investigated and protected, especially the water source providing for the landscaping along the north perimeter, (2) All landscaped areas shown on the design are to be watered using the designed system. Backflow protection is to be provided per local codes, (3) General description: Popup spray heads are to be used on the planting bed areas) as well as the shown 'lawn' areas. The minimum supply should be 1112" with corresponding piping to be class 200 PVC. All electric valves are to be Rainbird PEB or equal, with a controller, (ESPIX Rainbird) located as per owners and general contractor. (It is the intent to incorporate this new irrigation system with the existing Jerry's system, It is possible that an added controller will be required.) (4) Sleeving requirements shall be indicated on the submitted design, with coordination made between the site contractor and the landscape/irrigation contractor_ (5) The system shall be guaranteed for a period of one year following installation. ( III 1m 1m T f f ~ I A I , T f ~ 1 A 1m 1m , f T r- ~ '? I VM ?''WJ to, ~f'P =4.fJ= ~~'*= = ~?~ = =,-f.n = =~ = = =~.~ = l?~f.. = = = "== \ q .t;:6{;.' I, ~.l?t1r \ \ \ O.OL ';.. \.JtM... " .t.a.. ' . \ iIIIIIIt. ,-- LU. 4>.. 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(I b-.~ ~~~O Il>~ - ~-- 0 .- -- o 0 t , -----r I I I = I I ~ ~ J ) " p~0/ 0/ ! i i , ~..... '" ',' , ~~ ~~~ ~ ll1ii ~ ~ ~----- ~--- J @ 0 @/ ~@ I J ..~......._----~ l_--+----___ t..:.===::.:l r----, , . -~ml.."""..,1,:.19t~ --' "...IIFF LANDSCAPES DESIGN BUILD CONTRACI'ORS PHON'E 541-688-1040 FAX 541-688-8077 ~~,.... l 7(9-t?tJ hY~