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Home My WebLink AboutPlan, Tentative APPLICANT 9/29/2008 ~: ~.': ... McKENZIE FIELD CENTER EXPANSION TM 2525 Olympic street,. Springfield, OR ...... ...... .q- ...... ....0\ <I1e ~o .... 0- (/)<11 U '- .- 0 a. .. E-o .2;-Qi 0:+= Q\ me Ni: lOa. Nt/) SITE PLAN REVIEW SUBMISSION , . - ~ - - - . . - ~ -_._- - Home Improvement Center E o u -ci o o 3: "- <1.l .r::. V) c o t/) .....,. s:.... <U .0 o "- 3i ~ ~ GENERAL NOTES CODE ANALYSIS VICI-N.ITY MAP N. T..5. 2525 OLYMPIC STREET, SPRINGFIELD, OREGON LOCA TlON: 1. CARE SHALL BE TAKEN TO ENSURE. THAT CHEMICALS USED DURING CONSTRUCTION WILL NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. NO PAINT WASTE OR CLEANING MATERIALS OR WASTES SHALL BE ALLOWED TO ENTER THE SOILS OR STORM WA TER 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 MATERIALS CONTAINING HAZARDOUS MATERIALS IS PERMII Il:.D ON THIS SITE. 4. NO D.N.A.P.L (DENSE NONAQUEOUS PHASE UQUID) CHEMICALS ARE PERMITTED TO BE USED OR STORED ON THIS SITE. 5. NO MORE THAN' 20 GALLONS AGGREGATE OF MATERIALS HAZARDOUS TO GROUNDWATER MAY BE STORED ON' SITE. 6. UNDEVELOPED LAND SHALL BE MAINT AtNED IN AN UNCLU I t t.RED, DUST-FREE, MOWED AND A I I t<ACTtVE MANNER. SUCH LAND SHALL NOT BE USED FOR P ARKtNG. 7. IN ACCORDANCE WITH SDC 3.2-425(G)(6), MAXIMUM NOISE LEVELS (MEASURED AT THE PROPERTY LINE) GENERA Il:.U BY THE DEVELOPMENT SHALL COMPLY W.TH 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 MATERIALS INTO THE STORMWA TER SYSTEM. WELLHEAD PROTECTION SIGNS SHALL BE POSTED AT CONSPICUOUS LOCA nONS TO ALLERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS. 10;. A HAZARDOUS MAlt:tdALS INVENTORY STATEMENT (H"MJ.S,,) AND HAZARDOUS MATERIALS MANAGEMENT PLAN (H.-M.M"P..) SHALL BE SUBMH tt:.D TO THE CITY OF SPRINGFIELD FOR APPROVAL IN MEETING CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY BOARD WATER QUALITY PROTECTION REQUIREMENTS, AND TO SATISFY THE REQUIREMENTS OF THE DRINKING WATER PROTECTION OVERLAY APPLICATIONS. PROJECT SITE, u 0.. en ........., u Q) ........ . ", r- U L- <( wa' o o ~ ... Gat ..c en c o tn .... ... (II ,.a o a:: MAP AND TAX LOT NO.: hSSOCfA TED LAND U,.S,E APPLlCA TlONS: .;- lU 5 0110 -:.. '\ GREEN m ~. '0) ~, ?J t-=. R~MaL\~G<'..L. ~ (J) 2001-08-0160 DRC2Q07-00Q17 PRIOR JERRYS SITE PLAN REVlEW: PRlOR WlLCO SITE PLAN: REVIEW: '6110 \..oc~ t-= (/) g' LOMOND @ <'I FIRTH ~ . PAGE SCHOOL LAvMR\OGE <( 0:: lD us o t-= (J) ~ U ST a,~ ~l.l.t'y .11E"~D ows c o -- II) C << el.Ll ell ... > CII f1: Q.GI eU ~ -CG e-- 0lL. c>> -- eI) ~ >CII ...~ ... u CII::E COVERED OUTDOOR STORAGE BUILDING, FOR HOME IMPROVEMENT CENTER INTERIOR IMPROVEMENTS TO EXISTING BUILDING, CONVERTING FROM RETAIL TO WAREHOUSE FUNCTION (AT WlLCO BUILDING) INTERIOR IMPROVEMENT TO EXISTING BUILDING, CONVERTING COVERED OUTDOOR STORAGE TO RETAtL SPACE (JERRYS BUILDtNG) .PROPOSE"j) US!;.;.. Q o ~ ~ST~ -' ,.: i;:/t-= (f) iE ~ (f) iE to if v <0 ...- CARRIAGE BONNIE T ST. IE 0) ,..: 'II- 2000 ~ CJ) (I) J: ~ J- (() f'.. ...- , ..... r--N 00 (OM ."'f N . "t1O (W)~ S ~ -i Q.. if ...... ...- ROAD ST. LAND USE CODE ANALYSIS,. BASED UPON CITY OF SPR1NGFtELDDEVELOPMENT CODE ...- ...- ..q"", 1.{)1.O Q.lL. .ZONE: MRC - MAJOR RETAIL .COM~ERCtAL DRINKING WATER PROTECTION OVERLAY DISTRICT 6,000 SF (O.K.). 50 FEET (O.K.) 10 FEET (O.K.) '.11111.'111' ,. II II.'. '---. .-\-" f , · ~r PIEDMONT ,MINIMUM LOT SIZE:. MINIMUM FRONTAGE: MINIMUM BUILDING SETBACK:. MINIMUM PARK1NG AND. ,OUTDOOR STORAGE. SETBACK: SPRINGFIELD o MALL OL YMPIC ,....: (J) 0::: :I: ~ I- 0::: <0 J- -<( w 0 ~ 0:: <( ~ ST. ST. ST. ST. 5T ... OL YMP~C t- (/) S1 ~' (f) :c t- IX) N o "'" 1.O (J) ..... '5 ...- V') 0 ..oc:t >-1"- to 0\ 3:c: "'00 to 0" O(J) "- "- mo SCOTT iE o to ~ (J) ...- ti) '5 l-t:.t:. t (O.K.) f- a o:r(l) Z tr I- C\S n -.::t tt) rt) fI) iE C\t ...... KATH.RYN L ST CENTENNIAL - iE iE if j!: (0 f'.. co 0- I") tf") to rr BLVD - PARKER MODOC J ST PRELIMINARY BUILDING CODE ANALYSIS BASED UPON 2006 INTERNATIONAL BUILDING CODE, ADOPTED IN 2007 AS OREGON STRUOTURAL SPECIALTY CODE AVE SITE DATA (LO'T 80'2) INDUSTRIAL' IE ._.~ ~ . MAPLE SCHOOL f- en o z C\I C\I G ST , ST McKENZIE WlLLAMALANE 1000 WILLAMETTE PARK 0 ..... - V)(]) tOe W(J) NO\ ('I'):::J ...-W ST ST I ST H SITE AREA:. 465,904 SF 408,551 SF 325,829 SF 310,574 SF GROUP M (MERCANTILE) GROUP S-l (STORAGE) TYPE VB. FULLY SPRINKlERED 'OCCUPANCY: DUBENS FE.. :I: to r--;. , N ~ J- -1 (J) a. ~ FE ST ~ ~ :r I-f- 00 C\I G GARSON EXISTING IMPERVIOUS AREA: EXISTING LANDSCAPE;. AREA: ST ST EXISTING IMPERVIOUS AREA: EXISTING LANDSCAPE AREA: . SAINT F AUCE SCHOOL E 500 \" , "." ,.. F ST :CONSTRUCTfON TYPE: .. Zz 00 -- Cl)t- <<nO -:) ~a: 101- ;:)(/) UlZ ;:0 LLlU -0: >0 ~LL. 1.&.11- 1-0 -z tI) 57,353 SF 15,255 SF WHfTWOR TH FST E E ST ST !- (f) 0 ST C ST B ST 1- (f) E EXISTING' LANDSCAPE AREA REMOVED: (1,971 SF) a I- Z (J) N, 1") D ST NO NET CHANGE TO IMPERVIOUS AREA OR LANDSCAPE AREA PROPOSED FOR THIS TAX LOT ::r: l- ~ C ST C ST EXISTING PARKING SP ACES: PARKING SPACES REMOVED: EXISTING PARKING SP ACES REMAINING: REQUIRED PARKING SP ACES: EXISTING SURPLUS P ARKIN~ SPACES: 480 NEW LANDSCAPE, AREA: 5,327 SF A ST 5 SHEET IN-DEX DESIGN TEAM 18,611 SF ADJUSTED TOTAL IMPERVIOUS AREA: EXISTING PARKING SPACES: 475 PROJECT INFORMATION TOPOGRAPHrC SURVEY SITE DEMOLITION PLAN SITE PLAN COVERED DRIVE - THRU WAREHOUSE. .SALES BUilDING, PLAN AND ELEV A nONS C1 CIVIL SITE DEMOLITION PLAN '305,'575 SF GO PROPERTY OWNER (LOT 201 ): PACIFIC COAST OPTIONS LLC 2600 HIGHWAY 99 NORTH EUGENE, OR 432 (SEE SUMMARY IN NARRATIVE) AD 43 PROPERTY OWNER (LOT 802): THE OLYMPIC LLC ' - P.O. BOX 26125 EUGENE, OR 97402 A1 A2 APPLICANT: JERRYS HOME IMPROVEMENT CENTER P.O. BOX 2611 EUGENE. OR 97402 CONTACT: -DENNIS OREM C2 UllL1TY PLAN C3 GRADING PLAN C4 CIVIL DETAILS L1 LANDSCAPE PLAN tilt;;. o ..1. f I · <( ~ ~ o l.L. ~ ARCHITECT: . ROBERTSONISHERWOODIARCHITECTS pc 132 E, BROADWAY, SUITE 540 EUGENE, OR 97401 '541-.....342--8077 541-345-4302 (FAX) CONTACT: JAMES. ROBERTSON, AlA CIVIL ENGINEER: BRANCH ENGINEERING 310 5TH STREET SPRINGFIELD, OR 97477 541--746-0637 541- 746-0389 (FAX) I- U LaJ ...., o (t: a. U Q. C/) ..... u Q) :!: .c:. u 1.- <( LANDSCAPE DESIGN /BUILD: WOODRUFF LANDscApES 1272 RIVER RQAD EUGENE. OR 97404 541-688-1040 541.-688-8077 (FAX) U) U) ...... M t- o (X) o o ) N t- e.. LU U) ...... (]) (j\ ~ ...... '0' co "- . 0 a.. ." o o i: . ..c en -- > co c 3= .~. co " 0 SURVEYOR: BRANCH ENGINEERING 310 5TH STREET SPRINGFIELD, OR 97477 541-746-0637 541-746-0389 (FAX) r . '. Date Received: SEP 2 9 2008 Q) ~ u Q) ..c U f Date Received: ~( SEP 2 9 2008 ~:; .~ .., c o CI) .... ... . ..a o 0= GO o o N @ Final Submittal __ GO )~C 20o'g~ OOOL.1 p -:-l'V\~ SttL ?PJvA ~ Final Submittal c US CDfy .' _ ~_." _ "_ 1.___ __~,_ .._,".. ,..' .__._..,..~ . ._. _._." ...__._._,_ ,_._.___., ... '..._ ".._ ...___ _~.u..... _,...__ .." _..'" .......u......_ __.._..____._.... _.~ ~__... ..I. __ .. '_'__H._.__._I_~_.______... _.'__~_' .-.---.-..----...~-. :.-.---..".-......-. '-~'- -......... -----~, -...... ._.-.. ! ,. ~.~c-:> ,)RC ~Do8-' 0004-7 ::ler Y'/ :s -/-ftn'ne.. II"t'Lf ro I/~ I of 0 PAGES ~ D-f2 c. .p ~ .~ 6' CHAIN , LINK FrNcr f: / , . - I <,/ ~, 4.)':> =~. lxl"o I' ./ - / . , I' I' .- TAX MAP /7-03-25, ~ NOI.S7-48"E 59.49 TAX LOT 802 '~ e TOPOGRAPHIC SURVEY FOR ..JEHRy'SHOME .IM.PHOVEMENT S.E. 1/4, SEC. 25, T.17S., R.3W., Jt..M. SPRINGFIELD; LANE COUNTY, OREGON . BENCHMARK, DATlJ.Al CITY OF SPRINGFIELD DA TUM: FOUND PK NAIL A T THE NORTH WEST CORNER OF THE BOX CUL VERT ON THE NORTH SIDE OF OL YMPIC STREET. BENCHMARK '*/98 RECORD ELEVATION = 46/.86 NOTE. JUNE 9, 2006 SCALE' 1 "=20' 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 IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES.. 2. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 3. THE TAX LOTS SHOWN HEREON ARE APPROXIMATE ONLY. 1. TIME OF TRAVEL: THIS PROPERTY IS LOCATED INSIDE THE 1 TO 5 YEAR ZONE OF CONCENTRATION (TIME OF TRAVEL) FLOODWAY 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. 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). \)~ ~. ~6~~ EXISTING RETAIL BUILDING HEIGHT = 20 FT. '''- e... fI) is l'- ...... 10 .~~-.J ---- I 20 e.... fI) o I/" . "'\\ is l'- ...... I(' REGISTERED PROFESSIONAL LAND ,SURVEYOR -~ LEGEND PROPERTY LINE """""""'" EDGE OF EXISTING AC PAVING EXISTING TOP SET CURB EXISTING CURB AND GUTTER EXISTING FENCE EXISTING GRADE BREAK H :~ H' ;~ ~~<X-~;<;:l:X~l<J ~_T~i5?:y_~&..; EXISTING BUILDING , ' , <1' EXISTING' CONCRETE ~ EXISTING PROPERTY CORNER u.. EXISTING BILLBOARD SIGN 1.1 ~ EXISTING PARKING SIGN m EXISTING ELECTRICAL BOX EXISTING UNKNOWN VAULT EXISTING SITE LIGHT EXISTING MANHOLE EXISTING CATCH BASIN ,UVI ~ @ Ill@) t><1 EXISTING WATER VALVE EXISTING GAS VAULT ~ r; S .,,_-' -' ,--.- J , M:,J." '-'..#~~~._....---. ~~ ~'O<o. X /1 r\ EXISTING CONTOUR ELEVATION EXISTING SPOT ELEVATION EXISTING ADA RAMP ,..---------.., 1.._________..1 EXISTING SPEED BUMP I I I EXISTING BIKE RACK ~ EXISTING GATE 0.!j) SOILS MAP UNIT NUMBER DENOTES FINISH FLOOR ELEVATION DENOTES WATER SURFACE ELEVATION FFE WSE CA TCH BASIN RIM = 465.31 WSE = 463.94 ".>~ ~tx. Xt;. -i&J t "- ~ ~ . m (I) ~ MARCOLA RD II R ST I-I05/HWY 126 OLYMPIC ST ~ If ~~ ~ e... fI) OREGON NOVEMBER 30. 2007 RENEE CLOUGH ~ 69162LS .#' EXPIRES: December 31. 2009 SCOTT RD ) M.ST ~ Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin@branchengineering.com Civil · Structures · Transportation · Surveying is co ...... L ST ~ ---- ----- ----- VICINITY MAP e... fI) ~ &1 ~ fI) ofo,) fI.) w -. 0,-- L ST CENTENNIAL :aL VD Submittal NO SCALE PROJECT No. 08-115 ~ DWG. No. \2008\OB-115\TOPO SURVEY\OB-115 TOPOGRAPHIC SURVEY.DWG - ,/ ..-/'" SCOTT ROAD _ c... .-~ t t - . I I t I I I 1 - I I I ' -' I I . E> o I I ( --: ... --~-') '" .../ - ,-"- J II I' ..11' ,11111111111111111111' ___ ~_ -.."' . \ wo/@ ~) II' / ;.;Jf I-I "I -::::::::--- I __, --; ( --.~ ~---. ..... __ I II ~ t }=Pbm~m~1 I e I _1- m I I " I I t-;. 1.1.1 I..LI 0:: 1-' (II t-. (II ~" "I " J, I I I . :(;~ '4.-~~' , r t "..-:> ".:re """t:\( , @ o (, ,z@ I ' I {). o €> Ij I ..t;l. 6tl> \ \ \ \ \ \~\ \ \ \ \g IJ\ \ \ ~\\~\\ \ \ \\ \ \ \ \ \&:\ \ \ \ \\ \ \ \ \ \!\ \ \ \ \ , e a 1m .,. ....... .--...........,..."...-..... "" ......." .,...."'.""."'...'...'-'''....'...-....''''....'-.'''''.-... ".......'., - ..fl" r . .....,,"""-' '..- .." .....P"'<\- Ell ...-- ,- -- tt> --....- _. - , . .... - ..', . - -- - - ",.~- ~ - ~ ,,' ,-- G"A_..~OJ SITE O:::MOLITION PLAN 111= -SO'-On v Cl. en ..... u <U :!:: .J::. U '- <( "0 o o ~ CII .c U) c o en ... ... CII ..a o 0: CO o o N @ KEYED SITE DEMOL TION PLAN NOTES if CD OUTLINE OF PROPOSED NEW COVERED OUTDOOR STORAGE BUILDING. REFER TO SHEET A1. @ DISPLACED PARKING SPACE ON TAX LOT 802, TYPICAL OF (136). REMOVE STRIPING FROM ASPHALT. o DISPLACED PARKING ON TAX LOT 8000, TYPICAL OF (5)~ REMOVE STRIPING' FROM ASPHALT. @REMOVE CONCRETE CURBS A TISLANDS. TYPICAL. @) REMOVE WHEELSTOP, TYPICAL. o REMOVE LIGHT POLE. 0) EXISTING WlLCO POLE SIGN TO BE RELOCA TED. o REMOVE. LANDSCAPING. 0) REMOVE PORTION OF LANDSCAPE BE FOR NEW DRtVEWA Y. @ REMOVE ..EXlSTtNG WHEELSTOPS AND REINSTALL AFTER NEW ..CONTINlO.uS CURB IS SET. @ REMOVE CATCH BASIN AND CAP DRAIN LINE. @ REMOVE EXISTING ASPHALT IN FOOTPRINT OF NEW BUILDING AND FENCED YARD. NORTH 8 ']>. ~ Date Received: 1/10 . ,~~.. .-:r SEP 2 9 2008 Submittal_ c o -- en r- C r-N CO 2~ c a. ~~ GI >< Pi ~ :I.IJ .. ~:q: GI I.- tOtO > ell Q...... 0 +iii ... C . CL. ell EU -........ --C .vCU Ee- 01.L. CU .- tn N C ><<>> ...~ Ii.. U CII;:E E o u -ci o o ;:: '- <lJ U ~ '0.. c o Ul V) t I' 2 U ~ OJ :: ,a ,~ . , r- U . <:( ~ o o ~ ... CLt ,c U) C o en .... ... ell .0 o 0: o 'l\t to <lJ +- "5 or- V') 0 ....q >-r- roO\ 3:c "00 tOO' Om '-s- COo +- .. UlQ) CUe Wm NO' ('t'):l ,- W t- W , W ~~ "-. I ~ ~.q _______ I ~ ~ -- I'''''~~~d..'.....~-;';'~~'''''''''''~~'-'''':d-~;':'~~-;:'.J~'''~~'~'~''~~':'~';:'~~~.'' 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JI ~ . ~ it. r- ~ J it ~ 1. ~ it C ~I, vY' fU{'LNm~Nm<.-~ . - ' ~ . ~ I ';?.I.~., ... 1 I. v V oS I """ ...;u'(.........../("';;''('h-:n~I~.q.4 -- I ........ , INti" ~.L.r~i~ (~~ ~ -.~ .... ..' ..~. . . ;;;;"./ ~,I... . I' .'., I=:I I. I i I-..L..I U 1..vI I I I , I ([Jl": ' ;- ~ ,,_._: : ;-:-\~_ -:-. i.! i. ~, .. J. I , I r - ." · __ .M . .:'\, · 11>,..,J 1>('(..1: i...,... if .~ I . ,f ~~Jf~~~~~~~19. ._...._..., , ~~. . _.. .......~.,. .r:. _ . ~l. I~ ~ Ji i~ :_________ : ~ ( ~ .?.- '~~~~._:~J I~. ~ )1 {} . 6) ~~~,~~ % < ~ ~ % ~/-f ~ % ~/~f1, ~~)i;. ~ (E) OUTDOOR STORAGE (E) OUTDOOR " GARDEN . CENTER / /- . ~ % ?3~. ~,~/ ~ : DOCK, ~~ ~ .?Jfr / ~ M ~ ~ /~ y; ;4;;;:".; % #dfY; - l . . --, I ~~ . _~ % % ;W-,0 0$@fi ~. /;/".;;g:0/~ ~.~. ~%. ~~o' " r/ %~ / ~ / Jf; / ~q o'W~ ~ "::j J ..j 1 .,..11) ~:@ .. Zz 00 -- (I).... cnu i:) 'to IX :)1- U)~ ;:0 bJU -~ >0 ~I.I.. 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I I : I ~ I i I I I J- t- 1= .: --- I ) r - d ..u -~".... ~" ?~ ! , L I i I ___ .. ~--, 1 I I)r<> ~ "-t-- . i. . , , I i I ,. . . r ::c · · "'~ ~)__~_ t ~~: ~ ~~ t '" t~f) ! ~ i I " l t- W W n:: f- (f) t- (f) ~ '" ~@ 'to... _46~"" I e . .,t.fof::> @ I I '- ~ --..... 10______. t 0 .~\ t~ ~ 'f.Sc.. tI ~~~ - o~ ~\ S8freJi~t.. 44~.lO" 1~ , · ~T\ \\ \ \ \~\\\.\_\;tJf\ \ \ ~\~\\ \ \\ \ \ \ \ \!\ \ \ \ \\\ \ \ \ \&:\\ \\ \ ~~~~ . I 1.",1_" ..".. "..- ".,' ~~..,~'~'_~~_~~._:--:_.__~_~) ..'~ li.iJ. , .... ."", ," '\EjF.f.L..-'-......'~' ", . "'1,,' - - -- - -- --, - -- .'- v LOR CD :I~':IIP _AN U 0- en ..&-l u <U ~ .c: u '- <( ." o o ~ ... cu .c en c o en .... s- CD ..a o 0:: <Xl o o N @ KEYED SITE PLAN NOTES if CD NEW COVERED DRlVE-THRU SALES BUILDING. REFER TO SHEET A2. @ EXISTING COVERED DRIVE- TRHU WAREHOUSE SALES AREA TO BE CONVERTED TO MERCANTILE INTERIOR EXPANSION AREA TO STORE. o EXISTING RETAIL SPACE TO BE CONVERTED TO WAREHOUSE SPACE. EXISTING CONCRETE FLOOR TO BE SEALED TO BE LIQUID TIGHT, PER DWP OVERLAY DISTRICT. REQUIREMENTS. o NEW 5' _On WlOE CONCRETE SIDEWALK. @ NEW BACKFLOWPREVENTION DEVICE FOR BUtLDNIG FIRE SPRINKLER SYSTEM.. @ NEW CONCRETE CURB, TYPICAL t]\ REMOVE EXISTING LANDSCAPING AS NEED FOR CONSTRUCTION OF NEW COVERED OUTDOOR \.!..,) STORAGE BUILDING. REPLACE LANDSCAPING TO MA TCH EXISTING.. @ NEW CONCRETE SLAB. @ NEW LANDSCAPE AREA. EXTEND EXISTING IRRIGATION SYSTEM. INSTALL NEW PLANTING TO MA TCH EXISTING. @ NEW DOOR IN EXISTING WALL. @ @ @ @ @ @ @ @ @ PROVIDE NEW CITY APPROVED STOP SIGN (R1-1 AS DESCRIBED IN THE M.U. T.C.D.). REMOVE EXISTING SPEED BUMP AND CONSTRUCT NEW TABLETOP TYPE SPEED BUMP PER CITY STANDARDS. PROVIDE WELLHEAD PROTECTION SIGN ON CMU WALL. ADJACENT TO LOADING DOCK DOOR. PROViDE EMERGENCY VALVfNG FOR SANITARY DRAIN IN LOADING DOCK TO PRVENT ACCIDENTAL DISCHARGE OF HAZARDOUS MATERIALS. NEW OVERHEAD DOOR IN IN EXISTING WALL "rEWIN H:..tdORWALL REMOVE PORTION OF EXISTING MEZZANINE. NEW INFlLL WALL BETWEEN OUTDOOR FENCED STORAGE AREA AND COVERED OUTDOOR STORAGE AREA. MATERIALS AND FINISHES TO MATCH EXISTING BUILDING.. (3) NEW BICYCLE PARKING RACKS, TO MATCH EXISTING. SPACE TO PROVIDE FOR (6) 2'x6' BICYCLE PARKING SPACES. f'21\ 20' WIDE GAS EASEMENT TO BE MODIFIED SO THAT EASEMENT EXTENDS AROUND NEW BUILDING. \f:.Y GAS LINE TO BE REROUTED THROUGH NEW EASEMENT AND SECTION UNDERNEATH NEW BUILDING TO BE CAPPED OFF AND ABANDONED. @ @ @ @ @ @ @ ,@ @ @ NEW SlRlPED PEDESTRIAN CROSSWALK. NEW SlRfPING. REPLACE EXISTING CURB WITH NEW ROLL CURB. NEW LOCATION FOR, RELOATED' EXISTING WlLCO' POLE SIGN~ NEW CURBING TO HAVE ROLL CURB PROFILE. NEW SINGLE OCCUPANT RESTROOM. NEW STAIR UP TO EXISTING MEZZANINE REMAINNIG OVER EXISTING ROOMS. @ @ @ @ @ INSTALL NEW CATCH BASINS TO CAPTURE EXISTlNG PAVING STORMWA TER RUNOFF. CONNECT TO EXISTING STORMWA TER SYSTEM. REFER ALSO TO CiViL. NEW CATCH BASIN TO CAPTURE EXISTING PAVING AND NEW ROOF RUNOFF. CONNECT TO EXISTING STORMWA TER SYSTEM. not used. NEW DOWNSPOUT FOR ROOF DRAINAGE. CONNECT TO NEW STORMWA I l:K LINE. REFER TO CIVIL. NEW LOADING DOCK AND OVERHEAD DOORtN -EXISTING WALL. PROVIDE DRAIN AT LOW END OF LOADING DOCK, CONNECTED TO EXISTING SANITARY SEWER SYSTEM. PROVIDE DIVERTER AT TOP END OF DOCK . TO KEEP STORMWA TER RUNOFF FROM EXISTING PARKING LOT FROM DRAINING INTO DOCK. EXISTING TRASH ,STORAGE AND COMPACTION AREA, 'SERVING EXISTING JERRYS F ACIUTY AND NEW WAREHOUSE AND DRIVE - THRU SALES AREA FOR JERRYS. EXISTING TRASH ENCLOSURE FOR WI LCO. RESET WHEELSTOPS AT EXISTING P ARKfNG SPACES. / )MRC NORTH ....s I: Date Received: SEP2 9 2008 Submittal u a. V) ....... U OJ I J e- , .r u f <:( ~ o o ~ ... ell ..c U) c o en ... L- eu .a o D:: .. Zz 00 -- (/)1- U)U -:) ~~ 101- :)U) (l)Z :!to .....U >0: .....0 IXI.L 1.1.11- 1-0 -z en r- ...... v r- .....0\ G1c ~o ..... 0' V>(lJ us.. 15.0 E-o >-Qi 6..-: tng' Ni: lOa. N(/) E o u -ci o o 3: L- eu .s:::. V) e o V) ..... "- Q) ..0 o L- ;i 3: ?; t- t-N 00 COM .~ N . vLO P')~ c o -- en c fO Cc::L II >< EI.&.I GI L. > (II o ....C ... Q..CII EU - ~ cu. E-- OI.L. ell -- eI) ~ ><<11 ...~ ... u CII:E ~\ ~! I \ 1- ~.~' ~ !-46~ \ 1 I I'-APPROXIMATE I , V, LOCATION OF ! I ~. .\1' I 5-YEAR IIMl:. I)'" ~/r46~ :....0. ____ . ~ TR~~ BQl:JN9A,&~) ~~' ':A r --- ) ./J-.!). .~ if'"\. - I . -" . . ~ / --:1 I ~\ - / = c:::>\ ---' I = = /1 1{ii4 ,I \ ,.... ,.... ~-q- lJ)1J) 0..11.. o ~ r.n eu ..... "5 (5 (/)"'t "r- ~(J\ 3:e no coO' 0(1) "- "- mo -- .. f.I)(1) fOe l.LJ(1) NO' ('t'):J ,....LSJ L <C ...J a.. LLI l- V) (J) CO .... (/) 0 ('t) .. ~. ....... 0 0 N t- o. >- w CO . "0 (J) C W .... .~ (1)()\ u ;: u w ro (],) ..... '0' '- ..c: 1'0 I.- 0 U 0 0.. A1 L,""."_,~,, u Q. Vl ....., U (J) :!:! .c u s..... <( "a 0 0 ~ .. .. ..c en c 0 fI) +ot .. .. "Q 0 0: OJ 0 0 N @ " .Ii ; " " ~. 00 ....... . . f;t ~ ~ b I N .;:t (\! .~ ~f;i i=' ~ ~~- ~I. .~ 1:1~ , ELECTRICAL/FIRE SPRINKLER RISER ROOM '" . 1.... ,~. '\Il=ftU, ~' f~' 136'-8" 56' -0" , ; ifni tf"7Ii ~ 'iiif( ,) '~ l1: 12 RAMP ,\ :. \ \ It It ~ M M '1 il/ / / i I j I ,I I / / / r / / / \ \ \ It It M " t I I I I I , I ( ~ H M " b ~l M ~~~EUP / ~ I I ,,11M.' ,,' II". M , , 19' -10" 14' -6" . , l' BICYCLE RACKS IlIDl I I (f;) ;~~;RED DR VE-THRU SALES BUILDING PLAN NORTH S 5'_4" " f ; ; o I I I I I f( 'PROPERTY I UNE I I I I I I I I I I I I I I I I I I METAL SIDING METAL ROOF. \ WINDOW, TYP ~ II n ::I c c C " (~ :~;.~ ELEVATION METAL SIDING TYPE 1 LIGHT FIXTURE, TYP \ METAL FENCE :.1 ... WINDOW, TYPl \1 \r 'OJ Ci ! ! (CMU COLUMN "', en I to f'I') I I I .11.41 . -I _..-_...__ -I" .. ~ 0 -I rl ] ,I o o - or- I b t"') ,.. I I .~.'.'. . .. . .. , .. , " ~ 0'" I I I ~~~~~4'~ ~i ) /'l ~rV'~~ ;r or \!.:r; , I ~ :: ~L ~_ IZ: . . :':;:':'::~~~:::>::~~'"'7:':'::~J:'::::~! \ CMU WAINSCOT, TYP ~ ~f <<' , ~ . . .iij ! ~l I '....~' "................~h-.,'.~' .'..t.. ,,'..,. ~ .', '---1...I...L,,' I . ,T, _ . _ I.,.J...,.l. ) . ,'''', , ,'~. '.' 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CU .-- en ~ >$ &..~ &.. u CII::E ~~ LOLO Q.b.. o "3" LO Q) ....... .5 or- V)O ..v >.t- ro()'\ 3:c "00 roO' 0(1) '- "- COo ...... .. VlQ) roc W(I) NO' (V):J .,-- W (J) ::> ~ Lt: 0 ~ i= . .. <( WC>> >LI.LJ iEC...J Q..JLtJ 0::>0 WmZ D::(/)<C I.LJWZ >...1<( O<(..J Uti) 0.. NEW WALL MOUNTED SIGN LOCA TlON- DESIGN TBD (/) ~~ to .,... V) 0 ('It) I"'- 0 0 . N ..... a.. Date Received: >- l.&J . m "0 (/) (].I +-I c:: ~ 0\ u ,3: u (]) (]) SEP 2 9 2008 f'O (]) +-I "0' '- .r::. f'O '- 0 u 0 0.. " , '"11' i"." , ,.,""" I 1, I II' .'1111' ''''111 , " ~inal Submittal. A2 U 0- (1)- ..... u- (]) :!:::: ..s:: u L.. <( ." '0 o ~- <II .c U) c o In .'t CP .a o 0:: ex> o o N @ EXISTING DITCH CHANNEL , ~. ~' ~__ ,I, ,,____.... -...... ' E V '/ - I}..:;... .::;:.. ;)~ :::!!!!~ ' ~ '. .,11 <<: _ .p. ~,- ~ ~ ~~~ - ~-!!'!o. -- . w .r .~_",",T,'C'~ ""'-, / _ _ - - ~ '- _,. 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"...... . ,,--, ~l<' . -.fl ~ .. ~ [ ,'0 .~~t ~ 'O,>'.p .",.0 ,<>"" .t~~: ~, 101<. .l<~, ~ ~ . ,;!. ~ ~ [ c: ~ LI i''' ~)' . ~v ~ r c: ~ .. ~ 3 ~ ~ .. ~~~~U PROf"t;r &'4.GIN~ . !f ( iil)t52996 ~;p ir:- ~. /~t~ ~~ tZA--/" ~ &REG;~N ;:J::: (J "<-<<: ~'\:) ~ 11~$4'liARY ~,'l.'" ~~ i. LAN~ <0 EXPIRES:, DECEMBER 31, 2009 i , ~'?,t. .' ~~~ , - - --e.'J"\ lUWS9 . z '0 ..-: Ul '" ~ (Xl In{ I GRAPHIC SCALE 20 I - 20 0 I ~- 10 I !l 40 l ,80 I esmnt . ' esmnt . ( IN FEET ) 1 inch == 20 ft. Ul (.0 .. ~. 1<.0 . esmnt . esmnt . , b" '0-:;.>:- . /- ~ '~..,.~ I /' ;- r~;~ /( lIID1 ~ V) ~ , U (]) I , .- \ EXISTING \ PARKING LOT LANE. ..c u L.. <( ~ o o ~ .... ell ,.c en c o en ......, .... CU J:a o 0:: LEGEND EXISTING IMPROVEMENTS -- PROPERTY BOUNDARY EASEMENT esmnt ~\/~ ~O~ I \ [Q) LIGHT POLE & FIXTURE CA TCH BASIN TELEPHONE PEDESTAL PROPERTY CORNER AREA DRAIN CA TCH BASIN GAS VALVE rIl . esmnt 8 ~ l!llIiJ e 'esm t:><1 IRRIGA nON VAL VE - ...:- - - - - CONTOURS (o.5-FEET) p PROPOSED IMPROVEMENTS GRADE TRANSITION - PROVIDE SMOOTH-ROUNDED TRANSITION esmnt esmnt '\ --1/1 IN .W SAWCUT 466:€' CONTOURS (~-:-FOOT) " ,..Q C,.) ~ ctS ~ co e . r///////////////////('// DSt 0 0 D3 . CONSTRUCTION 'NOTES CD CONSTRUCT CONCRETE SECTION. o CONSTRU~T.ASPHALT SECTION. SEE DETAIL 1, SHEET C4. o CONSTRUCT SIDEWALK. SEE DETAIL 2, SHEET C4. ' o CONSTRUCT VERTICAL CURB. SEE DETAIL 6, SHEET C4. PA TCH ASPHALT BETWEEN EXISTING ASPHALT SURFACE AND VERTICAL CURB AT PROPOSED PARKING LOT AREAS. o CONSTRUCT TOP-SET CURB. SEE DETAIL 7, SHEET C4. o CONSTRUCT MONOLITHIC SIDEWALK. SEE DETAIL 5, SHEET C4. o FILL INTERIOR GAP WITH CONCRETE. MA TCH SIDEWALK SECTION DETAIL 2, . SHEET C4. DECREASE BASE ROCK TO 2" THICK. o EXISTING AC SURFACE TO REMAIN. o GRIND OFF EXISTING STRIPING ADJACENT TO RE-ALlGNED CURB. @ PROVIDE 12" WIDE STORMWA TER FLOW- THROUGH GAP A T ISLAND AS SHOWN. ~ <( ..J a.. C> Z , o <:( 0:: C) ~,...-~ "-' ,.;.::;::: .... ..iljjI-.. .. . ,... ,.. -~'" ~ ~~ ~'~~ ~~" " "'- "~,,,,," "-. ~ '" >;"'..>'. . .~~~~~~~><,," '" '''~'' '" ~ ~~ ~~~*'~ '" "- ~~ '''''~,~ ,,"\ ',... "-,"", " '..... ......." .0:~~ '" ,"" '"", "'-..... ~ "",, """ '" " '" ~" ~ " ',,- ", '" ....." " "" ", ~" "-, "", "', "-" " " ''''"'' "-., """ ' '" " '" ". "-~'''' ", "0"-,, < , "~" "-. "" ~~'" .', ....., " "-.. ,,-. ',,- . ',,- '''' , ' " ...... "- ,,"- ~ " ", ',,- '''-, ~ "" ~ "-"" ~ "', ""- "",~", "" ',,- "-., ~AA~' '\'~''''....." ~""' -"',,- "-', ..... " '''. "",,,",', " " " . "~~"" ~\~~~ ~~~~~~~ ,,~"" ""'" ~ ~ ~" " ,.....,"' " .....,~~'~ '~""'. '..... "" "'-" ", ,,"""',~" ~'''-.",'~ "-...... ~"', ""-" "'. " ""~ ~ ",," , "'\,, ....., ~x,,~"- '" ,,"'-.....""- ", "" ~...~......."-'" "."" "'" "~"'....... '",~........" ""-, " ". ". "'-, '" ". ~ ~ "'- " ""-. .....,,,', "" ""-' "'" " " \. . '" ,,\-...., \. "" , EARTHWORK ESTIMATE co -I ""- <C V) -, CUT/FILL QUANTITIES: CUT: 150-CUBIC YARDS FILL 220-CUBIC YARDS >- OJ Date Received: "1 ~ SEP 2 9 2008 "~ 0 Final Submittal _ ... s ~ o ~ 0) ~ .~ IX:) ~ Q) C"J~ t>- o..... M I ~ ::1 co Q) 'C/) z-..~~ ~ .!::.'bi! ~ z-.. -.o-l ~ .~ O)~Q) .j.,) l!:.l~ ro '-'0 t ~~~ 0 .j.,) ~,._. M ~ Q) Q) -..0 \U Q)Mz-..@> ~ JjOC"Jd M 'C/) ft co ..... ~ "(jOS ~Q)I"O .j.,).... co ro (fl ~bD~.Q f ~d_O ::1 .... -f d .j.,) OM~ro 0 -f Clc l!:.l M ::1 C"J 'C/) ,-,..0 M .j.,) 'C/) u C. E o u -0 o o 3: s... (U ..c: V) c o V) t (U .c o s... 3i 3= 3= '" '" 'l;f' ..... .....0\ <11 c ~ 0 ..... 0' (/)<11 V'- .- 0 c. .. E"C >Q; (5:;: Lng N'- Lna Nen c o .- II) C ....CU C Q. aI >< ELLI aI ... > aI 0.... ... C Q.CU EU - ." ale; Eii: -0 :J:.! en N - C >aI ...~ ... U ~~ . . . ..... .... ;;.- ..... C,) a> o o N ,... M. ,..... o to- to-N 00 COM .~ N . ~tO P)~ ~~ tOtO 0.1&. o ~ to OJ ..., .5 ,... (/)0 ...~ ~b\ 3: c: "00 roO' o OJ "- "- 000 ..., ... v)(u roc: I.&JOJ NO' (V):::J ,... I.&J . C,.) ~ ~ "" b1) ~ . ,..... ~ Q.) Q.) ~ . ,..... b1) ~ ~ co -I "'0 OJ ~ U Q) ..c: U C3 Q) .4J co o ... Ii L&J V) 0\ 1:) (U '0 s- a. n n ^ t- f r J f r ~ , r. , ~ f r r n t ~ 'C",__~n..{:'--J___r-._C.I~U~ n t:..~1ln-=-11.:L~__~.~_ , '! " " , , " 4" THICKP.C. :' , , ' CONCRETE, SIDEWALK, " '" " " D " ": ," "..'.. ..,.,,,,,. ", ' '." " ...' , ~~.. ;:~t~~~S :."" \<<Y <<Y 0<'<,,/(Y <<Y / ' /(Y 0<Y 0<'/<<~ ' ,,~,,~ ~~~"~)0~"" ~~y~/~~'" , , /). /)./, /),' /). "''' / , '/" / /. '\' " ;..... AC PA VlNG, MA TCH EXISTING ADJACENT SECTION . r.-WWF & GEOTEXTlLE FABRIC, PROViDE 1 1/2'" DEEP TOOLED CONTRACTION JOINT WHERE SHOWN ON SITE PLAN OR 5' oC MIN. ..bL17-/f~;~-~'(..Jj4. MINUS COMPACTED CRUSHED ROCK. COMPACTION: 92% REI.A TlVE COMPACTION, MODIFIED PROCTOR. MA TCH THICKNESS OF' ADJACENT SECTION ' - f7\ SECTION: AC PA VING = V SCALE: NO~E " o SECTION: CONCRETE SIDEWALK, V SCALE: NONE r-ooO- 411 THICK P. C. CONCRETE SIDEWALK , WI TH BROOM FINISH rWWF &GEOTEXTlLE FABRIC / . .2% (TYP.)_. . ~ . '. ',es1" , ~ DlJ,MMY JOINT 1/.4" DEEP 'V' GROOVE 6' FROM FACE OF CURB ' 1/2" RADIUS TYP. ;-', SITE PAVING (SLO,'PE TO , DRAIN PER GRADING .& PAVING PLAN) .-" f . '. , 'I,~ ~L~ K-{% , .~" . 8i, 3/4"-(0) MIN.' CRUSHED ROC:~, COMPACTED AT 91% RELA TIVE COMPACTION' MODIFIED PROCTOR , L1" , .11 COMPACTED SUBGRADE--- 3 NOTE: .' PROVIDE 1-1/4" DEEP TOOLED CONTRACTION, JOINTS' 5'-0" O.C. OR AS SPECIFIED IN ARCH. PLANS f;\.MONOLITHIC SIDEWALK \V SCALE: NONE . " PROVIDE' 2-1/8" OUTLET FLOW CONTROL ORIFICE- , . LOCKABLE COVER] FILTER'- BICYCLE-PROOF:- ' GRATE F 'I - I ~: u a. (I) ...., - u ClJ . ...., - ' :2- u L.. <(- ..:!.l 'I , '-'=I - I .. 'it', " ,. c. ./', 'r' ",v4':' "v:" ..'..~ ..,'<1.' :', . ..' . .:, ./ 'I .. . , " '" , ,,;,,:~:, " 4. ,:':'., ..,;~ ' /' ,,:."..,~ . _ ~,<1,~' : ' .. ",.., ~~~JA~<~;' · ). .; !.'~~~7:"'?> -6" PIPE, SEE NOTES >><<~ ":'. ~ / ...,_... ~~:.l~"., .':..., ~~~~:". ~' t '.' ,:",~,~"4"" 'V~V~V~ ' ::<: "., .,.. 7 g"/, '/ ~~~: ~"~ . ~ 5E . ",. :,,:~.' ~~~'\:'--?'FERNCO" ~~~ '.' . ' ,.' >:/"/~P ... HUBBLESS ~~<<^ :'4 "_ 24" -- ~. ': . ,.. ~ /~~ CONNECTOR ~~~'v~.' ,.,... A ~ ~ ~~~~~~~~..~~~.'&~~~~~; ~A~Q~%~E~r~GED / /. . '\<<"<<,,<<<~~0,, /" //" :-;. /'>, / / / / / / //. //.1 CLEANOUT LID , UNDISTURBED SOIL OR "GIBSON STEEL" OR "L YNCH" ENGINEERED FILL MANUFACTURED 1 0 go. STEEL CATCH BASIN 24"x24"x36"O' . .', 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING ." o o ! . .&:. en NOTES: c o ,CI) ~ ,. ..a o ~ CO 2 f7\ DOUBLE-COMPARTMENT CATCH BASIN @ \::JSCALE: NONE , ',.. VERIFY. OUTLET IN\lERT REQUIREMENTS PRIOR TO ORDER. . WITHIN OUTSIDE r-UNDISTURBED '~ ...... PAVED AR~A ~ A VED AREA..... SOIL -\.'. ",' ";",,:.:.:.....,',....~',.:'.... .....,.' , {' / y/w~ ,~:~::.;:~.~::::~>::::::::::;>:;<:<?:::.; J.<.'<<"<<~'<<VW'V,y . .... ..~.: :..:.~..,~,:! :'1.~'.,.~;,:: ..';, Y~~~Y~A>/~Y>> . PAVING ~,,:,.{~E:':{ '(:;'~~.:1,~' :.;\::. ~',~'~~:,:~ :~~>;':/~~~~::~{::;::d::~;\:~:~~'~,:::t~~~~~~~0~ S TRUC TURE '::.:.~'.~ ~:'-:':L: '.< .~::;:::' :.~ :::,' :~: ~':;:',.:.;~.y:;~::.~.~,:::;~.;:;.::.:~:; :;:::~., " <<.~~0,,//' /, I ~ , l ".~:' " .~~'.' ~~. .; ~.,~ ",', '..~'"..., \~:'1. .'.... ....~:....t....,.; '/~' ' , , ':.~:~, ;',7 '~.','~ ;:~: :(~/ ::~~:~J~}~t~~;Ti.~/~t~~f::~:~:;~t~. , 00 00 ~.:~y'::~~.~~:~<>~.:~:F~~:\.~'~,~;~COMPACTED NA TIVE BACKFILL bOO ~t?:d!:;:~.~.T~~~ . IMPORTED COMPACTEo-~o '" :,~:;~;~::~~'~:;<\::::<.~~;~.:~~:;;:: GRANULAR BACKFILLOJ<.~ 0 :.~:-!;.. ';,' ,,'; :;;,':;v.:.::,...b~,: .. . b 0000 00: ;:f~~~:i~ttt~~};:::~t . -1/6 THE 0 0 00. O~O 0 OUTSIDE DIA 0 00 n 0 000' I 0 0 . 00 0 , ., OF PIPE \ 0 ()O , o'h 0 / (D) A ~ '\- ~ ,. . i " " v<~~~~~ ~%~~~~~ " ~~,,<<<'\(:(("'<h . FILL BELOW PIPE \ . 314"~ 0 CRUSHE . UNDISTURBED 5UBGRADE ROCK PIPE BEDDING r 6" MIN. t- t 0.0. PIPE VARIES I NOTE: TRENCH WIDTH TO BE PIPE DIA. PLUS 12" TYP. 24" MIN.' CD ':cf:[ ~~~D fi\ TRENCH SECTION, 7YP V SCALE: NONE STRAIGHT CURB SECTION CLASS f' c: J,500 PSI . CONCRETE. . · r: 6" MINIMUM SIDEWALK OR, I .. TOP, SOIL SLOPE A T 2% CAST IRON FRAME \ AND COVER PAVING~ j }'/ v~ __I I ' ; \ I - ( : ; \ j h-r( '~ I I ',' - .r,. , -J,! ~ ~:: ///'3 ,///',: CLEANOUT HUB~ .... ... SIZE AS SPECIFIED :: :: '. : ..- 6" MIN TOPSOIL FILL OR 'SEE SITE PLAN RISER, SIZE AS______.::', SPEC'D :: ::~~6" PVC SLEEVE 6" EXTRUDED CURB' ..' ~ 6" MIN. }. (RECTANGULAR) ~." '.'Q' PAVING WIDTH _ , '.. . ,.:, < A 111111111111111111 , ' '4' .d " PAV/N~:: ..' ....>'.. ~..'....'~ 4.< ~':::4 .,<\ ~ '-;:\,':;: ~ l~~~~~~ >~>> ~~y~~x: /))//, //,Y//,. //,V/,Y//-/ UNDISTURBED BASE CRUSHED ROCK BASE ...- -- CONC. BEDDING SITE PIPING~ ~:::::.:,:.:::: ),."..,...,.".,. ..,.. ,.,...-. J I \::~::::<{:?:'~;;/;"" .v;:;/J:/:;;:;;;;///)//.~.:,.:.. '.,':~, :' " ::6:::::~:::~::?,r~~,O.-51'~::<!(<~:{(4f<({((: ,."..,.,.~, _' :~.-,:O":';':-~'.-.O.-o.-:6'.-'o, ..:-:, ~ - "'~.\~?:.:.6~::8:,<::,:-;;.t::::.:::::~ WYE PER PLAN DIAMETER, . CONCRETE BEDDING PROVIDE FITTINGS TO MAKE 6" CRUSHED ROCK BEDDING TRANSITION TO RISER , SLOPE fi\, . VERTICALCURB V SCALE: NONE ' '7\ TOPSETCURB V SCALE: NONE . fii\ CLEANOUT \V SCALE: NONE STD. MANHOLE~' ' FRAME & COVER . SET FRAME IN MORTAR GROUT ' w1RECAST CONC. EXTENSION .. ~ ~'-"', RINGS AS REQUIRED .~ ':,,:' ':~ ~; (15" MAXIMUM) , ,4 ' ~ 'PRECAST CONE ~ <.u tr) :: I CQ ~ 4 J . NOTES: i~ f::! , ~. ~td ~ u~ F=: ~...... V) (:) cX5 -q:: .0, Q~ V) ~o ~, g=;;:r: f::::' f2;€ ~ j' , ~ :::E.,~ ~' 42" 1. FLEXIBLE PIPE~ TO-MANHOLE CONNECTIONS SHALL BE . INSTALLED ACCORDING TO MANUFACTURES SPECIFICA TIONS. 2. WATER TIGHT JOINTS (GROUT JOINTS SMOOTH AT MANHOLE INTERIOR). " ' 3. POSITION MANHOLE LID OVER OUTLET PIPE.' 4. ALL SECTIONS MUST MEET OR EXCEED ASTM C 478. j '4 ' " . }- '\, {: . - 5" TYP. o '\,. J. ' . .0....~ + .:.;;, _ ~ "~ 2;MAX.FALL MANHOLE CONNECTOR POURED INAGGREGA TE, 95% .' . PLACE BASE COMPACTION (6,t,MIN.) :\~~tJ) PROFf'J? &4GIN~~ /1l(o/~#52996~1:\ ~ / - /~/'1-~- ~ ~REG~N r::J:; (J -<'(C': ~~ ~ . 1st~ Qq/JARY ~,'l." # ( LANt. ~ EXPIRES: DECEMBER j/, 2009 V) I .I U Q) ......., . ..c u L.. <( ~ -0 o ~ I.. ell ,.c U) C o en +' I.. ell ,G. o ~ tI) ..J - <( I- LaJ C ,.Q c..> ~ cd ~ CO e ..... ~ ..... - .... 0\ cu e f 0 ....0' t/)cu u.... .- 0 e. .. E"'O >Q; (5:;:: 0' toe N.t: toe. Nt/) u a. E o u -0 o o ~ '- QJ ..c: V) c: o V) t QJ .0 o '- 3i ~ ~ 4", 3/4"-(0) MIN. ,CRUSHED 'ROCK, . COMPACTED, AT 91%, / . RELA T1VE COMPACTION L MODIFIED PROCTOR COMPACTED SUBGRADE c o .- en' c ~~ +' fO Oft) -C .-.- CX). _ ..... N ". .... ><- ~LO ~ tt) ~ -E ILl . ~~ CLt ... LOLO > CLt Q..... 0'" ... C c..CU EU - .". ~ CLt~ 2 Eli:' .:;5 0 ~~ :E: .! ~ c: II*' N -g g ':. C e ~ > <II ~ ~ ...... ~ roc: U W QJ eII- ~a .., ~ S bD o ~ 0) ~ .~ CO bD <I.) ~~ l> ..... 0..... == I ~ r-' q.{) ~ <I.) Yl ~ l'--~~ · . ~ l'-- l'--..... ~ ~ ~--bD 0 ,., \ l'-- ~ ~ ..... ........ 0) 'I' <I.) ~ (J) U":l,.a ro ~ ~;;g t .~ 0 -< ro 0 ~ ~ bD r_ ~ ~ ......c <1.)<1.)-_ 00 ~ <I.)~l'--@> ~ ~ ~o ~ ~ ~ ~ ~ ..... E-<< YlodoS ,.dQ')I--o ~..... ~ ro ~ ~bDr!,.a ~ ~ ~_o :; ..... ..-l ~ ~ o~~ro 0 ..-l ~ U":l ~ ;::$ C'? Yl ,-,,.0 ~ ~ Yl . c..> ~ ~ . - ..... l> ..... t) OJ OJ CO ,... ....I ....I 0 M """ 0 r-- <( N 0 VJ .. -, 0.: Date Received: ",\;~ LtJ ,.~ >- co "'C (/) 1 c: Q) 0\ ...., ~ u - 3: Q) SEP 2 9 Z008 u Q) ~ Q) '0 j ro ...., '- .r:. to '- 0 u 0 a.. Final Submittal - r;Q\ ,STANDARD 'MANHOLE' , V SCALE: NONE ' , C4 PO ^ Mrw r:-t--'~'~":"FP'''-'~ po" 'J:"('"T t.." It-,''f:lf='P. ()~-11" i _ __ ~ r- r. .) ,- -" .....-.... -- -- - --~ " - ... ... f"",,~~__ "', ~-=- ..' .) -- ..- ,) PLANT LEGEND SYMBOL BOTANNICAL/COMMON NAME QTY SIZE COND Trees VM Acer circinatum VINE MAPLE, CSM Acer platanoides'crimson sentry' CRIMSON SENTRY MAPLE CFP Pyrus calleryana 'chantic-.leer' CHANTICLEER FLOWERING PEAR 6 cont 6-8' I ~u 4 cont 1 .~" 7 cont Shrubs RGB Berberis thunbergi 'rose glow' ROSE GLOW BARBERRY VEJ Euonymusjaponica'varigata' V ARIGATED EUONYMUS JAPONICA, LN Lonicera nitida PRIVET HONEYSUCKLE ND Nandina domestica 'moyets red' MOYERS RED HEA VENL Y BAMBOO RO Osmanthus heterophyJlu~: 'rotundifolius' ROUNDLEAF OSMANTHUS PJ Pieris japonica 'mt. fire' MT. FIRE PIERIS DMP Pinus mugho mugus 'purnillio' DWARF MUG1:IO PINE OLL Prunus laurocerasus 'ottClluykens' OTTO LUYKENS LAUREL CRV Compact rhododendron "arieties RHODODENDRON 'cunningham's white' LMS Spireajaponica 'lime mound' LIME MOUND SPIREA VSB Viburnum tinus 'spring bouquet' SPRING BOUQUET VIBURNUM 17 5 gal 18-24" 5 gal 24-30u 2 gal 12-16" 3 gal 24-30" 5 gal 24-30" 5 gal 18-24" 3 gal 5 gal 18ft24" 5 gal 18-24u 1 gal 8-10" 5 gal 24.;30" cont cont 17 cont 43 cont 9 corit 30 cont II cont IS cont 25 cont 28 cont 19 cont 20 Perennials and Ground covers CPB Berberis thunbergii 'crimson pygmy' CRIMSON PYGMY BARBERRY EGE Euonymus fortunei 'emerald gaiety' EMERALD GA IETY EUOYMUS DL Hemerocallis 'stella d'oro' STELLA D'ORO DA YLILLIES EBF Festuca glauca 'elijah blue' ELIJAH BLUE FESCUE 24 I gal ,cont 8-10" 1 gal cont 8-10" 1 gal cont 8-10" 1 ga,l' cont 8-10' 58 68 46 LANDSCAPE NOTES (1) AU landscaped areas shown are to be backfilled with a minimum of 8" approved loam/topsoil. All beds are to be amended with 4" of Lane Forest Products 'garden rich' compost, or equal. Upon completion of plant installation 3" of fine fir bark is tC) be applied. (2) All trees and plantings are to receive 5ft4-J 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 lands~ape 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 of 75% of all landscape area, including required planthlg strips and planting islands, shall be covered with living plant materials. (2) All landscaping shaH 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 areaperime?:er screens, shall be planted in minimum five gallon container sizes, or larger, as necessary to achieve th(: desired screening height of36 inches within two years after planting. (6) The minimum planting size for trees in pal'king 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 are~t such that the tree bole is at least three feet from any curb of paved area IRRIGATION SYSTEM NOTES (l) A fully automatic irrigation system shall be design-build by a licensed and bonded irrigation contractor. The existing system on th.~ site should be investigated and protected, especially the water source providing for the landsc8,ping 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 eodes. (3) General description: Popup spray heads are to be used on the planting bed areas, as weH as the shown 'lawn' areas. The minimum supply should be 11/2" with corresponding piping to be class 200 PVC. All electric valves are to b(: 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/ilTigation contractor. (5) The system shall be guaranteed for a period of one year following installation. r ~ ~. .. I I '\ { 'l ~~.I~TI t-.J ~ -;"~-'.--~--'l-~ ~ ) y,' ~~, .q ') ~ ~. ~\~ ~ <il ~ ~\~. ,1 <fi 0-6 ~~ l ~ ~ / ~ -- -- ;. - ... 1 E\' -- ._- --, -- - ,-- ,-- ._- II"~ ~ f. ~ . .. '. t!ll/h~... I ~,Il>: \J..~.. iff",.". ~&~ \ .(1-, .J 4 ~ \- \ \,00<: I ~:;1;~ \~::!.O">u.~ . -"'I 1- ..... ~ I? p,v~,,~ , 1 _ " .j I., ;", - ) 1'b.1/I/' ... ,~.Nb '- . :~,I J " 111 !/liJ .. f.. ~J?P~ I, . ) 9'f~ ?''kJ ~l ~6~ \ , 17 ,OI"l, ,r- ,.... b ' Df.., ~,:,:,:.l11ll q · 1..N t u'~ ,/ ~'$ H' ..- 1;1' .... . # . ...,. ..".... ,... '.' .. . r, . ,. :~~.' v' . ':;- , ,'~.~I?~ ;.\ . .' ...; '., ..-,.' . . ';'~:~'.f.- ~. ,~~ '. '.' ;, . ,t :1 J ....;." '. > . ,I. , ';':- . .:: . H H ... ~: ~ ~ O,;t, , :b.~ :t---J .\:--.. ..y H ... ~.~ b.R((f' H ' l.Co: V ~f2J;:: f ...; r:::;-:,' r-::,I'...~.. ',' Y,/ , ~I:' 0',: ~ '1/Mf'~' ~ 11~-+ , -,. ~~~ !1, .;~ ~,t,.. .. H 'M ~..9 .~b II [0 · ~\AN ';{ / II II " H ?' PHF' .' I O:'~~ " '" H 1 p------q-~'" !I; ~ - - , '~ .'. ' . ':~ ...'. . , , " p'1Y~/ 0/ ~ 'L-tJ' t :', ,'I f),VeJ 1M I I I I ~. \, .; ~., "?,pJ.1r II ,4. tp~M q'VliJ \ ~ ...., oJo,~' I ' X ' I I'~ ~ c;> : .... ~ "/< -'-~ "'\ 't 1 j j I I I j I 11 I -,- "~ DS 0.. ,-- ,-- I aft mu . o ~. ~ P-r.." -r \ 1- .... 'i' ,,'_. ~.,.. " ^. .h ..!.... :~J:.,:2 .: ';:.r7 ~u () ._- ';) f) , -. _I., 3 I I ~ I 'I ~~-- C::::::::::::-_ ~ - ~ 0.. c~ ~ ~ rn ~ ~ ~ -----.J .#- 'If o~ en t-3 o "0 ~; (9)\--. ~ ~ If .\ ".....8 STOP .l " IIDi ....J, ...; ~ ~ ) @ 0 @/ ((~) " ~ "." , '"~' ( I ~// u..LL/ ///1'1"/// / / /// / /1 ~.' ~ . 0' DS ' D& ',/ .. ..,. .,.~. .,' .: : ~, L. I n '__~~=~e;~,==~~~-=~~~JrnL.c;L~~_.-",v~' I .! r::L. ~ "...ilIFF LANDSCAP=S DESIGN BUILD CONTRAC1'ORS PHONE 541-688-1040 FAX 541-688-8017 ~~1 7~f!:' ~ Date Received: . SEP 2 9 2008 Submittal .........; w ,'/! 1