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Home My WebLink AboutMap APPLICANT 7/14/2008 /~~ SITE PLAN REVIEW SUBMISSION McKENZIE IELD CENTER EXPANSION TM 2525 Olympic Street, Springfield, OR .~..:,. .. ~Q-- .. ~;' .. .,~;HofJJe Improvement Center .~ J ~ .~~.~. 'f:~.,~ .,..~('t"'l, "....~ .' ,;~:.t') ~. ; VICINITY MAP N. T.S. CODE ANALYSIS GENERAL NOTES 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 WA TER SYSTEM. NO PAINT WASTE OR CLEANING MA TERIALS OF~ 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 MATERIALS 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 SITE. 5. NO MORE THAN 20 GALLONS AGGREGATE OF MATERIALS HAZARDOUS TO GROUNDWATER MAY BE STORED ON SITE. 6. UNDEVELOPED LAND SHALL BE MAINTAINED 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 MATERIALS 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.I.S.) 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 UTILITY BOARD WATER QUALITY PROTECTION REQUIREMENTS,. AND TO SATISFY THE REQUIREMENTS OF THE DRINKING WATER PROTECTION OVERLAY APPUCA liONS. ..r:::. u L <( ~ o o ~ .... ell ,c en c o en .... ... cu ,.Q o' D:: PROJECT SITE MAP AND TAX LOT NO.: 17-03-25-00, TAX LOT 201 (JERRYS SITE) 17-03-25-00, TAX LOT 802 (WILCO SITE) u 0.. en -1-1 u (]) ........ <( a:: CD w o . PAGE SCHOOL LA WNR\OGE 5 FEET (O.K.) ASSOCIA TED LAND USE APPUCA nONS: PRIOR JERRYS SITE PLAN REVIEW: PRIOR WlLCO SITE PLAN REVIEW: 2001-08-0160 DRC2007 -00017 0110 \..oc\-\ r-: (f) iE LOMOND 0 o a:: C\I FIRTH ~ W -J 0110 o~ ~ ~ GREEN OJ ~ OJ ~ ?J ,...: RAM6U",G (.,l. ~ (f) ,...: (f) ~ U ST {, 1/. ';4L..I..~y MtAlD OJ1;s .- 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 EXISTING BUILDING, CONVERTING COVERED oumOOR STORAGE TO RETAIL SPACE (JERRYS BUILDING) 0 CARRIAGE 0 BONNIE ~ S ~ ST. T ST. ~ ()) -l ~ ,- 2000 ..J t-= -l ~ (f) Q. ST. I wt-= (J) (f) r- ~(f) iE iE I.() iE iE ~ ~ OJ ...- '" ...... ..q- (0 LAND USE CODE ANALYSIS, BASED UPON CITY OF SPRINGFIELD DEVELOPMENT CODE ZONE: MRC - MAJOR RETAIL COMMERCIAL DRINKING WATER PROTECTION OVERLAY DISTRICT 6,000 SF (O.K.) 50 FEET (O.K.) 10 FEET (O.K.) r- (f) PIEDMONT t-= SPRINGFIELD en o MALL ST. a:: :r: ~ r- OL YMPIC <0 ST. a:: r- <( sr. w () SCOTT ~ a:: <( ST. :::2: KA THRYN MINIMUM LOT SIZE: ST MINIMUM FRONTAGE: MINIMUM BUILDING SETBACK: MINIMUM PARKING AND OUTDOOR STORAGE SETBACK: OLYMPIC ST l- (/) I I- oo N iE 0 f- t'f) I- a a (f) (/) z a:: :c ..... N t'f) l- I"') t'f) rt') ...... to iE N ,- l ST CENTENNIAL ST PRELIMINARY BUILDING CODE ANALYSIS BASED UPON 2006 INTERNATIONAL BUILDING CODE, ADOPTED IN 2007 AS OREGON STRUCTURAL SPECIALTY CODE :r: iE :r: ~ '" F ~ tt) ~ AVE ,S.lt\fE DATA (LOT 201) BLVD PARKER MODOC J I~PUSTRIAL SITE DATA (LOT 802) . MAPLE SCHOOL f- (f) DUBENS a z C'\I N G ST CONSTRUCTION TYPE: I ST McKENZIE WILLAMALANE 1000 WILLAMETTE PARK 0 I ST H ST I 5T f-I- o{.) N ST ST E I ST SITE AREA: SI TE AREA: 325,829 SF 310,574 SF 465,904 SF 408,551 SF OCCUPANCY: GROUP M (MERCAN TILE) GROUP S-l (STORAGE) TYPE VB, FULLY SPRINKLERED .. Zz 00 -- (1)1- U)u -::) :Ecr: t:D1- ::)CI) UlZ ';: 0 .....U -'0:: >0 ~lI. .....1- 1-0 -z (/) iE i:E GARSON l{) (0 N C\I I- -1 (J) Q.. F!: i:E WHITWOR H I.() <0 N N G EXISTING IMPERViOUS AREA: EXISTING LANDSCAPE AREA: EXISTING iMPERVIOUS AREA: EXISTING LANDSCAPE AREA: F ST . SAINT E ST ALICE SCHOOL f- (f) D ST 500 C ST B ST 15,255 SF 57,353 SF F 5T E ST l- (/) ~ f- C\l en I") (1,971 SF) EXISTING LANDSCAPE AREA REMOVED: D ST :c r- ~ C ST NO NET CHANGE TO IMPERVIOUS AREA OR LANDSCAPE AREA PROPOSED FOR THIS TAX LOT 480 C 5T A ST NEW LANDSCAPE AREA: EXISTING PARKING SP ACES: PARKING SPACES REMOVED: EXISTING PARKING SP ACES REMAINING: 475 5,327 SF 5 DESIGN TEAM SHEET INDEX ADJUSTED TOTAL IMPERVIOUS AREA: EXISTING PARKING SP ACES: 305,575 SF 18,611 SF PROPERTY OWNER (LOT 201 ): PACIFIC COAST OPTIONS LLC 2600 HIGHWAY 99 NORTH EUGENE, OR PROJECT INFORMATION TOPOGRAPHIC SURVEY AD SITE DEMOLITION PLAN 376 REQUIRED PARKING SPACES: EXISTING SURPLUS PARKING SPACES: 43 GO 432 (SEE SUMMARY IN NARRATIVE) PROPERTY OWNER (LOT 802): THE OLYMPIC LLC P.O. BOX 26125 EUGENE, OR 97402 A1 A2 SITE PLAN COVERED DRIVE - THRU WAREHOUSE SALES BUILDING, PLAN AND ELEVATIONS PARKING SPACES REMOVED: EXISTING PARKING 196 SP ACES REMAINING: APPLICANT: JERRYS HOME IMPROVEMENT CENTER P.O. BOX 2611 EUGENE, OR 97402 CONTACT: DENNIS OREM C1 C2 C3 CIVIL SITE DEMOLITION PLAN UTILITY PLAN GRADING PLAN REQUIRED PARKING SP ACES: EXISTING SURPLUS PARKING SPACES: 240 260 (SEE SUMMARY IN NARRATIVE) C4 CIVIL DETAILS 20 ADDITIONAL PARKING SPACES AVAILABLE ON TAX LOT 201 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 NOTE: SHARED PARKING AGREEMENT TO BE CREATED BETWEEN LOTS 201 AND 802. AGREEMENT TO BE FILED WITH COUNTY. v a. CIVIL ENGINEER: BRANCH ENGINEERING 310 5TH STREET SPRINGFIELD, OR 97477 541-746-0637 541-746-0389 (FAX) tn ...., u (1) ;':! ..c u '- <( LANDSCAPE DESIGN /BUILD: WOODRUFF LANDSCAPES 1272 RIVER ROAD EUGENE, OR 97404 541-688-1040 541-688-8077 (FAX) "a o o ;= .... Cb J:: (I) SURVEYOR: BRANCH ENGINEERING 310 5TH STREET SPRINGFIELD, OR 97477 541- 746-0637 541-746-0389 (FAX) >- m c: ?: co L- a D~c..2tX)g-oco'-l7 Date Received: 5~~~ JUL16 SVUuf ~ -JvvtjJVO(JffH&[/- c o tI) .... .... 0.. ~ o a: co o o N @ E o u -ci o o ;: "- w .r:::. tn c: o V'l ....... "- W .0 o "- :i s s t- t-N 00 CO('f) .~ N . 'lItlO (t)~ ,- 'I'"'" 'l\t~ lOt.O 0....... o ~ l.O w ....., ':::; ,- (/)0 .'l\t >-1"- roO\ ~ c: "00 l'Qlj\ Ow "- "- coo ...., . tnw roc: I.IJw NO' ('f):;j ,... LrJ z o - t- <( :E 0=: o LL Z - I- U W -, o a::: a. t/) in r- r- 'I;t r- +'0\ (l).c ~o +* 0\ tI)QI 0.... -0 a. . E"O >-'ij 5:;: 0' ISlc mE. -', NW c o .- en c '" C~ GI >< EI.aJ CV .... > CII f~. Q.CII EU '1:J CU'; E.... 01&.. GI .- fI) ::! >CII I..~ ... U CII~ co o o N >- ....1 ::> ..., ..... In V CD w, (l) ... ..... 'a co L- a 0.. ...... M ....... o -0 CD .::s:. u w .c U GO ----- --. -- - - -...... -- -- -- -- -- -- -- -- -- -- -- <=::::2:) a:::::::::;!O ~ a::::::::::o ~ a:::::::::::::c a::.=!::') ~ (E\ ~ ' U a:=::::o c::=::::!:l ~ c:=:=t;l ~='=I=I ~ c.e:::::::o a:::::::::g ~ o::::::::::c c:x:::;::;:::Q cx:::::::::c ~ t:e::::cJ o:::::::::xa ~ ~ c=.o c::r::::::o a:=c ~ c::::::::::::g ~ o==c ~ o::::::::::J,;; a;::::::c I I I I I , ~ I I I PLANT LEGEND SYMBOL BOTANNICAUCOMMON NAME QTY SIZE COND Trees VM Acer circinatum VINE MAPLE Acer platanoides 'crimson sentri CRIMSON SENTRY MAPLE Pyrus calleryana 'chanticleer' CHANTICLEER FLOWERING PEAR 6 6-8' cont CSM 4 1 Y2" cont CFP 7 lY2" cont Shrubs ROB 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 HEA VENL Y BAMBOO Osmanthus heterophyllus 'rotundifolius' ROUNDLEAFOSMANTHUS Pieris japonica 'mt. fire' MT. FIRE PIERIS Pinus mugho mugus 'pumillio' DWARF MUGHO PINE Prunus Jaurocerasus 'otto luykens' OTTO LUYKENS LAUREL Compact rhododendron varieties RHODODENDRON 'cunningham's white' Spirea japonica 'lime mound' LIME MOUND SPIREA Viburnum tinus 'spring bouquet' SPRING BOUQUET VIBURNUM 17 5 gal cont 18-24" 5 gal cont 24-30" 2 gal cont 12-16" 3 gal cont 24-30" 5 gal cont 24-30" f 5 gal cont 18-24" 3 gal cont VEJ 17 LN 43 ND 9 RO 30 PJ II 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 VSB 20 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 24 1 gal cont 8-10" 1 gal cont 8-10" 1 gal cont 8-10" 1 gal cont 8-10' EGE 58 DL 68 EBF 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 fme fir bark is to be applied, (2) All trees and pJantings 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, shall be covered with living plant materials. (2) All landscaping 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 shaU 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 screens, 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. ~IVM ?'\M \OI~Pp:. = = = = = = = = = = = '~'fJ= 40~~ = ~~~ = =4.n = =~ = = =~.~ = 1?=:oL./.. = = = .== \ q.~6€. . ~.Ol1r \ ~ '. 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RD HH H "',:~ lU1 8. " ,'; ~~' ~ to t;kN '..., .h~( ~.. .r;.< mil., . 'l ',~4t>' .0 I .~~ . H H , H' " ~~ ~ ~, 0, I If 0 .~ :. I;~ ~: .q, NO " i: ? ,PI1i'" "l$~CP (=4 -i ..', " I. tv IT\ .: '1/ ...,' 'I' ,,"'f ; . K b-f7. i: 10 ;J.tJ . .1a!07i. ~ '!'N I:T1I ~ ~~ .. ':"~ "', ~'i\f"" ~No;~\"'IW~' ;~ .: 11177rm I' ~. , ;:~~'" ' ~~ ,'~,J~i.lj 1/\/1 o' I '1' pJ.1r FI'\ ~ --./ t 0/' ~~ :: 9"" ~~" HImI " I' '~~'~ ' /)'1~ ~, 1!!. :4. ~M q'V1iJ 10.VSfJ " " .'~~~({ (~ L!lllliI ' '0"~ ,", 0_)~~ ,\.1" 9"', ~" .. " ~ .-==- ~ _....",.l --.-.... ==ii!i ~ ~.-... .- 6 ~ f).M'f.) .. 0.' " ~" ~ ~ ~~ \...J.. .1"X-l ~~~.. ~~ A.. ~a~ J.A . . . ,- "V , ~, 4,- '],,-.. ~'--fi\\:A )~ ~~~~.. ~ ~ ' 00 n ^ ~~~~@~ ~~IP'A'1i .D:~Si 2'l>d",8m, tF~~~,~ . ....t , ,~o ~~DDD '-1D' DDD \ t ~f?F :.~. ~ DDDD \ k<"l~' ~ ,...~~t'A;iIN~ ' c A l ~ 1m 1m T f f ~ ~ A 1m 1m t t f A 1 ~ :I , 'f ~ II?, ()v.~ .. '~~ ;.' ~'~Bf . .~;,~,-" '7:~6fr f>. fIP:f? 141.1/1.'; " _bl~B " H k::,-.Jl_~_~ \'.:; f -4 ~l".\;- k-i'J<'llW ~ , . . J 'fi~ ~ ~~ ~ <fi~ ~ 03~ oJ6 ~ oJ6 oJ6 1l.DI/ ,o.~. f> " I t ~ ~ J!. .~t, " DS 0.. "- ,,~ -- i -- -- . 11 ~ \ 1\ ~1-(J'()~ - ~-- 0 ~ - -- o 0 t = ~' ~ --r I I I I I ~ " @o@ ~@ I 0.- o ~ CIl ~ ~ ~-- ..." ~..~ -..,/ "...IUFF LANDSCAPES DESIGN BUILD CONTRACl'ORS PHON'E 541-688-1040 FAX 541-688-8017 JUL 1 6 2008 ~~,.- 1 7b,tJtl '\40/61 Original Submittal ~AC PAVING, MATCH EXISTING ADJACENT SECTION PROVIDE 1 1/2'.!-- DEEP TOOLED CONTRACTION JOINT WHERE SHOWN ON SITE PLAN OR 5' OC MIN. 8" WIDE STEEL TRENCH DRAIN SLOPE BASE OF TRENCH DRAIN AT 1%. 4. _' , 4 : : '.",_ 1(4) fI4 REBAR, TYP 4 . . <J .,47 ~ ~~ ,~,', .~'~~/!/'3/4n-o" CRUSHED ROCK . .' 4 4 A' f... ' q:R-.F{RJqJq~JqJ:iJ:{-A )\ }~ )"C>( )"C>( )"C>( )"C>( )"C>( }"C>( }"C>( }"C>( }o;:: q:RJiJi~JqJ:{Ji~J:{-A , -WWF & GEOTEXTlLE FABRIC, 8" STEEL TRENCH DRAIN \ " 'II . ~ - 12>> -j II - 4" THICK P.C. t CONCRETE SIDEWALK WITH MEDIUM BROOM FINISH ~ / 4 "'.'.... ".' l ""..' ". j . ","" .,": ...," '! . ."'.. '... . ",' "'.' 4',."" .(1....,.. ',~ '.._ . ... ...... ..... ", " 4,' . . 4 '... 4 ~ V /.('/ /(< /(Y /(Y 0.,,/ ~'/ A''/ /.<Y /(Y 01 . ,~~ ~0>~5>)~)c~~~'''''< <J ~..M....M...hJ"i...h.h .-M )(""1? ~AA.RA~ lc.7( J"-J( 1c.7( )('.,-{ )(' ~ 1c.7( )(""1{ )("""J{ m!:}!:fJ!:f\!J/;!\!:})!fJ-J!JK _ :il::::t_X_ J!::::J{_:E::. _l?: .x:: _li': _.K: _Jl:_ / -< ,,/ , '\/ ~'\/ /' \' L3/4>> MINUS COMPACTED CRUSHED ROCK. COMPACTION: 92% RELATIVE COMPACTION, MODIFIED PROCTOR. MATCH THICKNESS OF ADJACENT SECTION 4", 3/4"-(0) MIN. CRUSHED ROCK, COMPACTED AT 91% RELA TlVE COMPACTION MODIFIED PROCTOR GEOTEXTlLE FABRIC ) 2.5' COMPACTED SUBGRADE CD SECTION: AC PA VINC SCALE: NONE fi\ TRENCH DRAIN \.::J SCALE: NONE fi\ SEOJON: CONCRETE SIDEWALK \:::J SCALE: NONE -4" THICK P.C. CONCRETE SIDEWALK WITH BROOM FINISH ......WWF & GEOTEXTlLE FABRIC DLJMMY JOINT 1/.4" DEEP 'V' GROOVE 6' FROM FACE OF CURB 1/2" RADIUS TYP. r, 2% (TYP.).. L1 /~SITE PAVING (SLOPE TO , ~ A'\, , </- ~/I '~v" . .. . .An "v .. I, '" DRAIN PER GRADING ~ K l~ ~U .,'.. .1 ,1' . ^ I" 6 & PAVING PLAN) , ~~ ",'" "', 1r'~t~; , \~~~JY 8" 3/4"-(0) MIN. CRUSHED ROC.'1, "// ~~ 12' H~~' !:>-< COMPACTED AT 91% "/~ ~ A~Y--,rU RELATIVE COMPACTION ./ 'lr}>-< ~nn_~ ~"\.....~~v/#' MODIFIED PROCTOR "< \."'... 'Y?>-."" ~ "'-.' STRAIGHT CURB SECTION CLASS f' c: 3,500 PSI CONCRETE. 6" MINIMUM SIDEWALK OR TOP SOIL SLOPE AT 2% 6" MIN TOPSOIL FILL OR SEE SITE PLAN 16't~ LI / 12" 6":" I I I IIIII1 111111 111111 .,..q 4 ~ JrL/j "'~~~~~~~~~"<;~):' ~~~~/' 4" . ~ '1'~V~~~~~~~ -< ~'0'0'0'\Y>Y~~ 'r1 ~ ~ ~~ ~~~~~~~< ~J)>(. )>-Y ~ ~~'YX>>~~V~~ 0~~~ ~'\~ 0-~~ ~~~" ~<<<<<<~$"/ /, ~~~ ~~0'>%~~~ >>><<~~W ~0~ ~ >>v.~,-/" '::~ '< ,'" '::~ '::A ""~~0~" >~~~ ~ ~~~~~~~%V ~~~ ~ %~ ~~~~~V> ~~ ~~ ~ ~'<(%~"< /.'~ . >//~, //" ///>, //,>,/.- SITE PAVING (SLOPE TO SUB-GRADE DRAIN PER GRADING & PAVING PLAN) COMPACTED CRUSHED ROCK 6" EXTRUDED CURB ~ 6" MIN. L (RECTANGULAR) ~ ,- r PA V/NG W1DTHf , '--1:..:;: ~~rlllllllllllllllllllllllllllllll i PAVlN~.:, ,:.' ;....':. ",~.. ,.,"". / ~ ..<)~:.'..: ~ .~.,;~~.: ~~';.:.;/{ ):~'::, ~ . . \..,. , ,. ,.-' " /' ...... y ""\ "y'" y. .... ~ .... y ~~~~~~ W>>"y~~~~~ (. UNDISWRBED BASE CRUSHED ROCK BASE COMPACTED SUBGRADE NOTE: PROVIDE 1-1/4" DEEP TOOLED CONTRACTION JOINTS 5'-0" O.C. OR AS SPECIFIED IN ARCH. PLANS '5\ MONOLITHIC SIDEWALK \:::....J SCALE: NONE f6\ VERTICAL CURB \.::J SCALE: NONE f7\ TOPSET CURB \:.J SCALE: NONE PROVIDE 2-1/8" OUTLET FLOW CONTROL ORIFICE 1 LOCKABLE COVER STD. MANHOLE.~ FRAME & COVER GROUT ~_~ t'i_~ w..,." -, !Y, " '~ SET FRAME IN MORTAR PRECAST CONC. EXTENSION RIN~S AS REQUIRED (15' MAXIMUM) PRECAST CONE u Q. V) ..... U QJ ..... :E u '- <( FIL TER-, BICYCLE -PROOFl GRA TE I I = -1 ~ .~" " ., .....", 1 I 1 .v <1: ..:". '..... . .. <1 ' .. .i. .. , v " .:.. /" ,... ' .. .. '..' . <1. 4: " /' .. . ~ .. ".<2 :" ".,., , .. .. .......:..---:....~ .;,. 'L '. v . 4~" ,; /'/~/0 . . " ~' .' , ' >/'/~)' HUBBLESS c>>>~~-\:~. 24" .......... ',' >8 ~ '<S~;,? CONNECTOR ~~~~. " ..'~' ;\",".?",' 0:.~ V~~~~/ /<.,; ~,; ~x \. · ,~ ~.;'/<..>vy ::<f'/( <<~~ ~"sa GREASE ~~~~~~~~~ ;<~~~~>>5~~~~ TRAP WlTH HINGED /'" ,'\.ij"ij,,<<~~0" /~ />, ~//, // // // //. //,Y CLEANOUT LID NDISTURBED SOIL OR "GIBSON STEEL" OR "L YNCH" ENGINEERED FILL MANUF ACTURE.D 10 n90, STEEL CATCH BASIN 24"x24Ux36"D 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING ... . r ~ f ~ <X:> ""'" .is , " -' " 4, ; NOTES: " o o . '- . ..c en NOTES: VERIFY OUTLET INVERT REQUIREMENTS PRIOR TO ORDER. - ' ~ ~ :\, ~~ ~ ~Q:: j;:;::: ~~ ~ ",. ~V> ~5 ~ .. g: ~ I:::: .. O:5( ~ ~:=e ~ ~ Uj " .. <1:, ~ f5" TYP. ~' rr:=,~t 2!MAX.FALL ~~,'. "r1 t Z' '''\'' ,'.. ,," " ., 'Q, :.,,' ,'''!): "l k '~--\ >A\~"'" " \ J fA f%Y<(~~~~< \ \ .'/~~< \ \~~ ' FLEXIBLE PIPE-TO-~ "-PRECAST OR L3/.4,,-0 CRUSHED MANHOLE CONNECTOR. POURED IN AGGREGATEz, 9(5~ ) PLACE BASE COMPACTION 6 MIN. 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. c o en .... '- . .a o 0:: ex) o Q N DOl}BLE~ftCO^1PARTMENT CA TCH .BASIN STANDARD A1A.NHOlE W1THIN OUTSIDE .-UNDISTURBED J ~~~A~ ~~A~ ~ ..' .,.', :":"~':"~'~'"'':.''':''''' ,..'.,.. "7d/)V//.~ . t:~?::,(~:~~::,~:;.:~::,~.,S:~?,~~.~ ~~~~~~~'0 * "S~ '\" ':' ,,' i' ". . "" - ,:~:~~\;~:'?,;>\,:~:;; ~~~<<<1?~:t(~~<<<~~,v PAVING {:f:!.;~\:::;~:~:/~~;(:: ;~,::";~:?~~:'g(::t~?: ~~~~~>y.>>y).: 7' STRUCTURE ':i:,i>t{~:E'f~: 1;i~1~~@;;t:i:{~31 "7~ ~, 00 00 ,,:~;:~:}~.::::~:;~,~'~~~r~v~:~:~,~,~COMPACTED NA TIVE BACKFILL '1'\- 0 0 0 0 ~L\5~JX,;~ IMPORTED COMPACTEv ~ n ..~~~;~::~:'~;;~'~:~:;::~..:~.~~,;~,::~:';;;: GRANULAR BACKFILL 06 ~:~r 00: );1~f~;\:tt;~::j~i~3~ r 6", MIN. -1/6 THE '0 0 00 O~O 0 ~ ~ OUTSIDE DIA 0 00 0 000 4 0.0. o 0 00 0 I PIPE OF PIPE \ f\ 00 O~ 0 I VARIES (D) ~ I I , .. ~~~~;< ^%~~~~~ < ~~'<<("<^"<h\" FILL BELOW PIPE J 3/4"- 0 CRUSHE UNDISTURBED SUB GRADE ROCK PIPE BEDDING NOTE: TRENCH WIDTH TO BE PIPE DIA. PLUS 1211 TYP. 24" MIN. fi\ TRENCH SECTION, 7YP \::J SCALE: NONE CAST IRON FRAME \ AND COVER PAVING~ I I I I I -----=- \ \ \ - ---- I I ,,:-: // 1/ ::/ CLEANOUT HuBJ, :: SIZE AS SPECIFIED ': , . :: :~6" PVC SLEEVE RISER, SIZE AS ________ '. SPEC'O : CONC. BEDDING ~: , . . . , ~ . .... .. .. .... SITE PIPING'\. ~:::,..: ::.:,:,....:. :,:, : :::,1 I 1 ~ > j / \::~::::9::::?;g0i{"'t?7ff////j//A07~ l jiF~~:~o.:~i:f::; ,,' '~~\~f:i~:>:i:~:i:t~ WYE PER PLAN DIAMETER, \ ~,. CONCRETE BEDDING PROVIDE FITTINGS TO MAKE '-6" CRUSHED ROCK BEDDING TRANSITION TO RISER SLOPE . f8\ CLEANOUT \::..J SCALE: NONE n ~+t:.li ~ ~r ...: .. _..J . - r'\.....__. \feu JUl 1 6 2008 Original Submittal ~<:c~t.Di'RQ~~<r &~GIN~~~ 2ft ~# 996~ ~ Z-~ ~ . OREGO?j!Jr:::t; ('J ..<'~ !::I~ ~ ~ '8I?UARY~' 'l.\') ~. ~ '1:(, LANe ~ EXPIRES: DECEMBER 3/,2009 ~ ...,0\ CUe CUo '::'0' Cl)CU U .... 0.0 e-o >"i 5:;: 0' LOe N'': LOa. NCI) E 0 u -ci 0 0 3= '- Q,) U .c. Vl c.. c 0 Vl Vl ofJ '- Q,) ....... .0 U 0 '- 3i. OJ 3= ....... 3= .- e ..c 0 u .- en l.- e <:( t- t-N ~ fU 00 a. CX!~ " N · ell >< ~LO 0 P)~ E 11.1 0 -- :a::a: ell ... ~ LOLO > ell Q.t&. 0 .... I- ... e ell a. ell .c EU en - ~ 0 CII .... C ..q E ell LO .- 0 Q,) IL. ofJ 0 '55 en ~..q ::I: ell >r--- ..... (00\ .- ... 3= c en N "00 e ell (00\ .. OQ,) > ell '- '- .a 000 ... ~ ofJ Vl .. ... 0 (0 Q,) w5i CII U a: NO\ ., ~ M=' ,...w e b.O o ~ 0) ~ .~ co b.O <1> C'"J ~ t k~ cr '5 ::1 -.A.J co <1> rJi. ~ l'-~~ . . ,..... l'- l'-.... .-4 ~ ~-'b.O 0 ,.., ~ l'- = ~ .... ""'" 0) ~. <1> +> ~ e~.5 0,-.4 g ~; 8 ~ ~:f~.a ~ ~ <1>Ml'-@> ; ~ MOt")~ M +> co .... (!-4 rJi. ..a 0 e . .dQ3I't1 +> '... co ~ ~ ~~~.d M ~ d -. c.> ,~ .... .-l d _ or...~~ c.> .-l ~ lD M ::1 C'"J rJi. _..0 M +> rJi. . C,) ~ ~ ,..c.1 C,) ~ cO ~ ~ @J . .-4 .... l> ..... o (/) ...J - <C I- I.LJ C m -I ""'" <( t/) ..., m -I en o o N > -I ::> ..., u Q) In Q) 10 .- '2' o 0. .- rt) ...... o ~ c:: 3= (0 '- o "0 Q) .:II:: U Q) .c U C4 (X/STING D/TCH CHANNEL " 1'0 . .~ ^---;~- '" &~~ '" " "" lUWS&~~WS&G-lUWS& /" ~I~ 'J ~" v ~~------esmnt-------esmnt------e~nt-------e~nt ~ ~ 0 ~f$> v v ).II~~ ' 'rr; ""-/ I I~ .~ .c.o 0\/0 O - UGHT POLE & RXTURE :: '" // \ \" [QJ CA TCH BASIN .... .......... .. .. ........... .. o:::::::=r.:l 0:=::0 ') / / "'" // "" / "" '" , <6<"- '}..f / ~ ~,?."... :- ~"v ~ AREA DRAIN IUIDI CA TCH BASIN e GAS VAL Vf )~- " .-~- - -~ A:!!!~ ^-464~- l~:o.~ -- \~ Z lUWS&-lUwse---lO \. I> t.%,:.v ~^./" ~-_~ ~^-- --^-~~~-- - ~~ -Ar --~ - -.- !!!I!~'f'.- ---:X!!!Y"'~- ~ c::- -- ~f5' - - - - - --;;~ -463,50- -. I/. ~ 111c::==:c- '/-o::::::::.:d'/ "'-... "'-... ^ ~ --- --- ~ <:> ~ '//~I -- LEGEND EXISTING IMPROVEMENTS -- ...-- - -.... - -.... luwsg-lUwse & ~ UUJSG "" lUWS& lUUll;& lUWS& l -- lUWS<l lUUll; - lU lUW~ lUWsg lUW$ll -l 9- UlUS9 "'-... , "'-... -- -- ~ _ --, <? ,'\ I:i <j;- ~ 'I-\'\<R - t.~~c, I.,<>t.(,/ ,,:;'''i;;,/ ,,<01.(,/ esmnt -esmnt -esmnt ~esmnt ~ esmnt ~esmnt ~esmnt ~esrhri'f------ esmnt /" ~I.:- c.A;- . t-V ...--Av esmnt EASEMENT ~~\~ ~~ ~ .I.,?,+-O/ ,,~~i;,7 r. t.~\~ '}."o <8-'< 1>:-'0<;.1$-'< . '? . ":i ,t.~v<, ,,'0"',,7 Ai....(,<' nt-esr;w);-esmn ~es nt~ ~'\ ",,,>. ,,(, esmn ~es 't~- 463.50 __ esmnt ------- esmnt ,<> \.'O~. 'elmlOt ------- esmnt ------- esm t--;;::::::;- -- 0;,'0 ,,'Ot ~nt "-..... '-.... '-.... '-.... '-.... "- -tS<'{ " ~ = ~ -_/'" --- ............ - - - - PROPERTY BOUNDARY esmnt esmnt mnt nt -esmnt -esmnt -esmnt -- -- -- -- -- -- ---------....-.... -- -- lo.~ .I.~~' .......... "--- "'" ~ / / -- -- -- --- --- ............ -- -- ............---- "'-... =, "- '" -- -- -- =--= -- -- -.... -- - -- --- -- - 5 '</.64 nt-esmnt-esmnt-esmnt-esmnt-------esmn"~esmnt-e~nt-esmnt-esmnt -.... - -- -- -- -- - e~nt - esmnt -esmnt -esmnt - esmnt - esmnt - esmnt --::;::::::esmrrt ----:~ nt -esmnt -e~nt -esmnt ~ ~ ~ ~':>\<<-'? ~ ,Io~l-"/ ",0 ,I.~~ 1.,!>\'\11 ,,,~'i-(,<' ~ ill TELEPHONE PEDESTAL 8 PROPERTY CORNER ",,1tft.~ ~?;>~ ..-- / /. /""': ,,~'<l? ~o/ . ,?'l-l .. .. 'I.~ 'ft. ,I<~c, '1'1. '9'" .\<". ~<Q~' ,,/J' /"" . \.<> /' / / / / /'" ,<:l .Io~~' ")<1> ~,>. .I<"v ~~ ",'>' ."~c rxl IRRIGA TlON VAL \tf <0" ~<:>. , ~c, - CONTOURS (O.5-FEET) --- / /' /' /' /' /' [)( X;) /t% ./" '0' ~<:J' . ~v --- - -464- __ "" '" '" '\ ) '}.<!J ",'0' .1< \,-c, (/) .... U OJ .... .- ./ /'" / .. . 1.>>\'\11 , ~-t-<'" --- - l..'" ",'0' .~"v ..r:::. u '- <:( " o o . ... ell ,.c U) C o en .... ... ell ,a o a: -5) ",'0' .\.0 ill: I.'> 464. Co'" c~ .!\~ _ 46~37 ( --- /TFC---" !:l Io~-#-... ( "',:'S' .,,~/ ,\o.~'I-"" \ .~i,rt - - " .~ \ \ \ \ \ \ ~ ..\> \ \ \ \ ,>"" ",'0' ,1.'i-0 '0'> ~,,>. . 'l-c, '\~ ""b' . ""c, ./" ./" /" ,,~ /" .~ ./" ~ /10'0"" ./" ,,,c:.. / / ./" / ...<:>'\ 'OJ' .\.v ------ \ \ \ \ \ / '1.. '60 ...A'O~' /'" / / /'" ./'" ./" . . 0,,'<> ,,'0' ,IV:., '0"'; ,,'0' ,1iI.~v 0.'" ",'0' .I'.'i-v :~ ::z:'. .Q. C/), <~ ..~, ~ ..---- _464- - -- - ../ \ \ \ ~ ~ \ \ ",'l.r ,Iot-c,\ ~ v '(j\ o \ \ \ \ \ ~ ~ / / / . / ,/ / '\<; ,,"" .10,,<:. <b' :'> oJ> ~<:>. ,Nt-V """ ,<>'0' . \,(, ","> ",<0' ,t<l'v CONSTRUCTION NOTES CD CONSTRUCT PAVEMENT SECTION. SEE DETAIL 1, SHEET C4. CD NOT USED. CD 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. o CONSTRUCT MONOLITHIC SIDEWALK. SEE DETAIL 5, SHEET C4. o FILL INTERIOR GAP WITH CONCRETE, MATCH SIDEWALK SECTION DETAIL 2, SHEET C4, DECREASE THE BASE ROCK TO 2)1 THICK. o EXISTING AC SURFACE TO REMAIN. '1.\43 . I.~i(, / . -:>,:-'1.,,>,,11 ."~-t-(,<' !V<;~ .Io~(, :o,<;>'O.,,<<<f \ l<"!,(,/ ' '"' . '?" -.,.;'" Ii'fiiil- 462.25 lli!lli~~~AREAJ)R ~~i'69 ",0" :'>' ,,~v Ioro,>~-t- . (,~ '1-0 ,I~~ '" /' 46~~4 " " / / / "'~t\' '" '" /' /46~C~ '" ~ ./" "- \:1<0 . ./" ,,/ ./" ..- """ \ / ./" / ....-" '-../ ...r- ~~ " /' \.~" "" ~/ / V) esmnt -esmnt -esml'lt -esmnt - es~t '::---esmnt r-e~nt -esmns.,-esml'lt -es~t -esmnt ,\'I-~ 464.20 \ / 46" 18 ~ I / ,,:-'> .~~ a \ .t.~t(,/ {;1fC \. fTfC \:1<0 / 1.'0 v>~'f./ 0 - ,/ /~ ~ 4~5 ......... "t./$~6'16 ZTFC \ / " <' ",' 1 ".l':> " (' --- \" .,,'l"'c,43 / \ / 'ft' 'ft .p" \. ~~. '\. ~'(,... /46429 .I.....~(.. ",{<c,~",1. J!Q4,35 !l. \ .l<,\~v '- _ --:"'?t'_ .-/ 1fC / 464.16_ ,-... ,_~;.l/---Tfo..:o,'9 . ~ \ UNK - -fsmnl<~" ~%-j~~jmnt 4yesmnt .~.4 .5Q~t\%IAL~t -esmnt ~<:&mnt -~n(~esmnt ) ~: G ,<>"."~ . ~~ ,,:...Il.~v L ~ ~. G .1>'1-(,'/ '~~1nI <: ~"".J~~ ...j ""- / / / - _ -~f::4t --' ~..J'~464.34 / ",I.':> r;; ."1'Go-..: --> .I~ ./ J \ tl>l-O/ )~~ TfC ,~v 8 ;;:-- - 464.44./ 464.33 ~ ..........464.40 \ '\'\ ~-.f. "'I ~ TFe V 1fC TFC ~h' ,lo.~~<, Aa, '7 464.42 . "~\'9<) '/)<> x -.v~ oJ 464.36 WC \ 10'<> <., "', I '\ <<-'< "> <f'? TfC TFe 0;, #- ' ~~~<:, 1o"'~~7 ~'O;i7 .,.'o~Z7'\. X <: . '?" . '<'" . q<- \ I r;; ",....-, / <tS <'{ / ,So / a '-...." '" " '" \ I '- _ _ -464- - ~<o\....1S . ~l-(,<' ..,<:> ",,,>. ."'lJ :o,:-'04fi . ~~(, <' '1-0:> ,,1"''-0'\ .,?/ . 465,76 ~AREA..DR 'O~ ~'>' . ""c, 0,,<1> ~,,:>. .!\t-V i' ~. '" :,>?>\;~ .'~-t-v<' ,,;>\1$-'< .I.~t,,<, t -esmnt -esmnt -e~nt -esmnt ,'0 Co". ,I<t-(.. mot -esmnt -esmnt ...., lo.1. . I.~~' ,,,~~' '1.'0...11 ...~~i;,7 \ ",?\"\~'< ~,<;'/ /''?'' / / ,,'?...~'? /'" I.. '" ....- .~~-t-<><' /'" ...- L-- - 1o'5\~'? ,I<~-t-O'" CUT/FILL QUANTITIES: / / 1, ~~. , l' \ V . '0">1# .1.~~(,7 CUT: 150-CUBIC YARDS <1/ ..."\~> . Io~f.(,'" I' -_/ FILL 220-CUBIC YARDS -- ..,!:>~,,<fS ."~-(.(,<' '1.... <fJ . 1.~~(,7 ..'?':>"'....il .Io~l-c,/ '?)'O# r_"" '" ,vr <' ~ ~~?)~ " , ____ . ~V' .........-;' ~.:,., . <0' ".. ".: "'-. ~ ~:w~\ \ CONC 465,43 ll'C -esmnt ~esmnt -esmnt u Co CI) ....... U <V ....... :2 u So.. <( " o o a= ... . .c en c o en 1: . ..a o a: CO o (") C'! ~ c::> \ \ \ \ / ,>' ,"'~t I 0'" ~<)' , 'r-" I I TFe 454,99 AC ,p,,,:>-:J' . to" 0'\ ~<:>. . 'i-v ,,:V .lo.~v ,,~),v .~v Z <C ..J Q. C> Z - C <C a:: C> ",'I- !O<:>. . \,<:, \ \ \ \ \ \ \ \ \ \ \ ~ V' '~ '\ J ~~ rmJ5\ AREA-DR .\l:- " 8;'\. ~ / '" I ~ .. I ....":> 90'" .t-<t-V ~ I ,'0 !i>'O' _\.v ~...i> I .I.t-V <II 3 %. 'I." ."~t '0<0 'ft .I.'i-v SCALE 10 80 ~ c: 3= to l- e 20 40 o JUl 1 6 2008 ( IN FEET ) 1 inch = 20 ft. 4> I 'i)'I. -;,<:J. . lit-" .. l Original Submittal --- 1 ~ ... J: F u C. E o u -cl o o ;: I- (J) .J::. CI) c: o CI) .... I- (J) .0 o I- 3i .3: 3: ,.., ,..,N 00 CX!~ N. . ~t.n P)~ ~- t.n;1; G.b. o ~ t.n (J) .... .5 - v>0 ...~ >1"- (00\ 3: c: "00 (OC\ e~ mO .... .. CI) (J) roc: LrJ(J) NC\ ('f)::J _ LrJ c..:> ~ 1--4 8 o O)~ c.obD ""d 0'.... I ~ COQ) l'-~d l'- l'-.p04 ~-bD l'-.....d O')~Q) lD..c:= -0 d~d o<~ .w bD P::t "" Q) Q) .0 Q)""l'-@> .b 0 "" d en ... co ..... "008 ~vl"d +1..... co ~ ~bDr!~ P::td_O .......... d O$.c~~ ..... t:l4 lD $.c "" rn _.0 ~ d . ..... ~ (j) (j) d . ..... ~ ~ ~ ~ Q ~ C\S ~ ~ ~ co ..J "" <( (J) ...., co ..J "0 G.i 6;: o II)c Not: II)Q. Nu) c o -- en c CD C~ CII >< ElIJ ~ t e~ ~CII EU ~ CII~ ~., ii: CII -- N C CII ~ U ~ bD d .~ Q.) > $.c ~ rn . d o ..... +> ~ +> "" o t:l4 CI.l d ~ "" e-. . CI.l Q) $.c .a o ~ $.c +> r.n . .-. .p04 > ..... Q en o o N >= ..J :::> ...., Q)Ltl to"- e ..- P) ,... o .... U <U .0 I- 0.. u D. en ...., u cu ...., :E u L... <( " o o . ... CD .c (/) c o (II .... I.. CD .a o a: to o o (\1 rX/STJNG DITCH CHANNEL ............_~ ---- 4i_ fit /+ ^ - ~ . ^ .!!!!..!!!!. ^ ~ - ^ ^ -~~-- ^ ~~ ~ ^ ~- ^ x-- ^ ~- ^ --~~- ^ ~- ,.. ^ --A cz:::::=:::t:l lUUlSa - a=:::::::J r><f><3 I><J ~/I {, I/Ia=:=rr I -==II 402,5:) AREA.J)R lUWSO luwsa lU -l wsa lUWS9 lUWS9 lUW~ l UUlS9 lUWS& lUUlSa - UWSo lUWSO ~UWSO lUWS9 (I) , -i esmnt -esmnt~esmnt -esmnt -esm t -e mnt -esmnt -esmnt -esmnt -esmnt -esmnt -esmnt -esmnt -esmnt -esmnt -esm (I) -i 112" - esmnt - esmnt e nl-esmnt-earnn -es nt- mnt esmnt esmnt f'l APPROX LOCAnON---\ OF ELfC. SERVICE t"\ (j) -i ~:nNG :TER:STR:~ J INV: 459.80' FENCE, SEE ARCH SHEETS IN V: 460.00' J FIRE SUPPRESSION FIRE SERVICE CHECK-VALVE - esmnt - eamnt 1f ~ ST~~T:~~~,~.ST":., . . .' ".LANDSCAPE:'. ..." . (j) -i 1 (j) -i 1 (I) -i 1 (I) -i 1 (I) -i I (I) -i I (J) -i I (J) -i 1 (J) -i 1 4 RIM: 465.50' 8" IN, INV: 459.20' - (W) 10" IN, INV: 459.20' (E) 12" drJT, INV:459.16' (N) . . m ;;; -c- . . (j) -i i'-@ if) -; 1 . . (J) -i ~ww-ww-ww-ww-ww-ww 462,25 AREA...JlR . . -'="-'f ""'--:- ""'''-'=''-'=''\,,",''-''''''' I \;.' ;-G ~G-:-G- -G-G-\-G\-G~G~ . -"""',:==[,, ,~' ,.~'-"m"' ~\t i"'\ ,~~nt~e nt ~ .: ~ ", .".. fl.'" ~~ \\ 0\\ ~ i ~~~ ~ \ ~~o~A ~ ~ I~ ~\~~ ~ ~~~ ~ \\ ~ \~ ~ ~ ~I \\~\ :-~ ~~~ <-6 f"' \ ~ ~ ~. - \- , ~ . esmn ~ ".. esmnt -esmnl -e5mnt -esmnt -esmnt -earnnt -esmnt -esmnt -esmnt -esmnt -esmnt mnt - esmnt @ G-G-G-G-G~G-GJ:-G-G~G-G-G-G-G- .=.:-.=" -.~, -,,""',-.=., T(:b"""" ~.=., -.=., -.="' -_I ~ t it ><c I~ I~ a . C) . 1 C) I C) I (;) I C) I (;) I (;) I (;) I (;) I (;) SCALE I 4 . .esmnl -esmnl .' . !I. t> . 4 ~ 4> J-~ I ~ I I " ~ 3 ~ 4> I I .. 3 ~ 20 I 0 10 40 <l> ~ ( IN FEET ) 1 inch = 20 ft, INSET SITE PLAN VIEW -- A LEGEND EXISTING IMPROVEMENTS - - - - PROPERTY BOUNDARY -G-G- GAS -w-w- WATER esmnt EASEMENT 0\/~ O - LIGHT POLE && FIXTURE :; "'- // \ \'" [QJ CA TCH BASIN rn TELEPHONE PEDESTAL 8 PROPERTY CORNER ~ AREA DRAIN, [(DD CA TCH BASIN e GAS VAL\tf 1><1 IRRIGA nON VAL Vf -5T-5T- STORMWATER - WW- WW- WASTEWATER - T - T - TELEPHONE -E - E - UNDERGROUND POWER -x-x- CYCLONE FENCE (6-FT HEIGHT) ~ - - - - - CONTOURS (0,5-FEET) PROPOSED IMPROVEMENTS -ST-ST-STORMWATER PIPE - ww- ww- WASTEWA TER PIPE -w-w-WATER -F-F-F/RE SUPPRESSION WATER SERVICE -G-G-GAS -E -E - ELECTRICAL SERVICE CONSTRUCTION NOTES o FURNISH & INSTALL ASTM-D JOJ4 PVC STORM PIPE PER DIAMETER SHOWN. PROVIDE SCHEDULE 40. PVC PIPE WITHIN 5-FEET FROM BUILDING. PROVIDE CONNECTION FITTINGS AS SPEC'D AND AS REQUIRED TO COMPLETE.PIPING SYSTEM. SEE TRENCHING DETAIL 4, SHEET C4. o FURNISH & INSTALL DJOJ4 4" PVC WASTEWATER PIPE. PROVIDE SCHEDULE 40 PVC PIPE WITHIN 5-FT FROM BUILDING. SEE TRENCHING DETAIL 4, SHEET C4. CONNECT A T EXISTING LATERAL, PROVIDE REQ'D FITTINGS TO COMPLETE CONNECTION - FIELD VERIFY (LENGTH - 587.0' + /-). o FURNISH & INSTALL CLEANOUT. SEE DETAIL 8, SHEET C4. <9 CONSTRUCT MANHOLE, SEE DETAIL 10,. ,SHEET C4. o FURNISH & INSTALL DOUBLE-COMPARTMENT CATCH BASIN WITH FOSSIL FILTER. FlEW · LOCATE ASPHALT SURFACE LOW POINT WHERE PROPOSED CATCH BASIN IS SHOWN. INSTALL CATCH BASIN RIM O.l-FEET BELOW EXISTlNG,GRADE OF ASPHALT. SEE DETAIL 9, SHEET C4. @.CONSTRUCT TRENCH DRAIN. MATCH EXISTING ASPHALT SURFACE GRADE, TYP. SEE DETAIL J, SHEET C4. o EXISTING GAS LINE TO BE RELOCATED AROUND THE PROPOSED BUILDING (BY OTHERS). @ INSTALL FIRE SUPRESSION WATER SERVICE. o CONNECT AREA DRAIN TO. SANlTA Y SEWER LINE. @ SAWCUT, . CAP AND ABANDON STORM UNE UNDER PROPOSED BUILDING. @ FURNISH & INSTALL DOUBLE-COMPARTMENT CATCH BASIN WITH FOSSIL FILTER UNIT. PROVIDE RISER RINGS TO FINISH GROUND. FIELD VERIFY RIM/RISER AND OUTLET REQUIREMENTS OF THIS UNIT PRIOR TO ORDER. SEE DETAIL 9, SHEET C4. ----- t__.___-, I ( ~ ~) c~ E ) :-; c E ~ . 1 I , i .1 1 . i . 1 1,_,___. . 'I I I /: /',: SITE 'PLAN VIEW SCALE: 1" = 100' e ~ ~ ~ ~\\\\\~~\\~~~\\~\\\\\\\\\\~\\\\\\\\\\~\\\\ --r-,--,- Date Received: JUl 1 6 2008 Original Submittal Vl ......, U (]) ......, .- ..c. u L... <( ." o o ~ ... CI.J .c U) c o en ..... ... CU ,.ca o a: u c. E o u -0 o o ;: '- (J) .c:: (I) c o (I) +-J '- (J) .0 o '- 3i 3= 3= ...... ~ 'to\ QJC ,-0 .....0 U)cu u'- .- 0 Q. .. E"O >"Gi 6;;:: ang' N .- ana Nu) c o -- en c ftJ C~ GI >< ELaJ GI ...' > GI e~ ~GI E.U ." GIG; gb: ., -- en N >; ...~ ... U $:e S Qt) o l.':: 0) ~ .~ ex;) Qt) CD ~ l.':: > 0..... ~ ... 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G [ ( IN FEET ) 1 inch = 20 ft, INSERT SITE PLAN VIEW - A 1.0 .I<~~ --- ...........- ,,>'0 ~<:>. . ,?-c, 'l.Oj '0'0' .\o.e. '0 'OOj <0'0' .~\>-e. ,l<~~ ';)OJ <0'0' .I><\>-v ~ ,,'0'0 . \>-c <0 rri <0 N 1><<0'0 . 't-c, ~,;-;p . \>-" 465.76 iAREAJlR ,,'0 . t' 'Co t2>,"r , \>-" esmnt - esmnt ~ .k~t .~t 467.12 AC ",<><0'> 'j.' fo'o' ,1'"," <o~~f./ . ~o;) " 80 1 I .... 1 I . J .... . o ..... ttI e: V) LEGEND EXISTING IMPROVEMENTS - - - - PROPERTY BOUNDARY -G-G- GAS esmnt EASEMENT -w-w- WATER -0\ I~ O - UGHT POLE 8& fiXTURE ::: ~ // \ \'" lQ1 CA TCH BASIN -ST-ST- STORMWATER - WW- WW- WASTEWA TER - T - T - TELEPHONE -E-E- UNDERGROUND POWER [f] TELEPHONE PEDESTAL 8 -x-x- CYCLONE FENCE (6-FT HEIGHT) PROPERTY CORNER ~ [[OJ] e AREA DRAIN CA TCH BASIN GAS VAL Vf' t><3 IRRIGA nON VALVE - - - - - - CONTOURS (O.5--FEET) PROPOSED IMPROVEMENTS -tH--IH-IH-SAWCUT ASPHALT CONSTRUCTION NOTES CD SAWCUT ASPHALT PER DIMENSIONS SHOWN, o REMOVE EXISTING POLE, BASE AND UGHT FIXTURE. SAWCUT ASPHALT AT BASE AS REQUIRED TO REMOVE UNIT. o REMOVE EXISTING LANDSCAPE ISLAND WITHIN BOUNDARY OF SAWCUT. o REMOVE EXISTING TREE. . . .------ I I -..--- '.. '~ ( ~) So e ..... (t) ~ I I (l ! i I G 3 ~ 0::; I} ,- ._,.,j, . -esmnt -esmnt -esmnt -esmnt, -esmnt -esmot~esmnt ' I .. 3 ~ --r--,--,- c~ , I I I ,I I I , 1 1,_,_,-. . I 1 I is! ) Received: JUl f 6 2008 Original Submittal V) ........ U OJ ........ e_ we U L.. <::( " o o ~ ... ell ..c (I) c o (I) .... ... ell .a o a: ~ II Z <C ...J a. Z o - I- - ...J o ~ I.LJ o ~ c: :: I'D \0- o u c. IE iO iU I . ro 10 !O !3: 1 \0- IOJ Lc !~ iO IV) It iOJ \.0 :0 1\0- !3i 13: 13: ! i ,.. ,..N '00 I M :cq -q- IN · ~LO l_ -q- {.-, M 1-- ~~ iLO -q- . LO G.1a. i I I i , i I I i 10 !-q- :LO JOJ 1..- i"5- 1V) 0 i ..-q- i>....... Ira Q\ ;3: c 1'"0 0 Ira C\ 10 Q} I \0- \0- jalo it) or Ira c ilJ.J OJ IN C\ !M :J !_W j I i · E <:..:> 0 ~ O)~ ......... co bD C")d O'I'"l Q.() J t co <I) ~ 1'-~d - ...... 1'- 1'- '.-4 ~ ~-bD ....~ 1'- ...... ~ 'oW 0) ~ <I) ~! .e~ ~ ! d d . ...... I 0 ~ ctS Q.() ~ bD r::.c Jot ~ i <I) <I) ..Q 1~51'-@> ~ ~ C")d . co ..-4 M Frd'oE ~ ~0)1"O <:..:> ~ '.-4 co ctS ~ ~ 11+-4 ~ ,.c ,.-4 bD 1'- - p.:..d-() cd ! '.-4..-i d ~ ~Jot~ctS t"'V""I ;....-.P-tlOJot ........ ~ f.I2 _,.Q I ~ ! m -I ""'- <( CI) ..., m ....J ex> o o N >= -I ::> ..., cuUl 1O~ o i i I -01 ~l ~l .r::.l Ul <Cl ...... ~ ....0\ Q)C ~O ....0' (/)Q) u.... -0 Co .. E3:! ><D (5;;: 0' Illc N't: ana. N(/) c o .- en c co i~ ELLI CII ... > CII e~ CL "CII EU ~ cue; ~ii: CII .- N C cu ~ u ~ bD d '.-4 ~ <I) l> Jot ~ r:n . d o .... -to> CiS ....,> M o P-t 00 d ctS J..4 E-4 . 00 <I) Jot .3 () ~ b r:n . - 'f"'4 I> '.-4 Q ~ (\') I'- o 1:) cu '0 \0- 0. 136t _8u 25' _0" 25' -0" 25t -0" 18' _4" 18' -4" 25' _0" N I .. ".- N ELECTRICAL/FIRE SPRINKLER RISER ROOM H H o I N rt) H H b ..I N rt) ~EXISTING ASPHALT TO REMAIN- SEAL AS REQUIRED BY SPRINGFIELD UTILITY BOARD TO MEET D.W.P. REQUIREMENTS 1 H H b ..' C'J rt) ;r I N .q- C'J H H o I C'J rt) ~(E) CATCH BASIN TO BE REROUTED mn TO SAN! T ARY SEWER H H o I N rt) H I lT1J I I I ROLL-UP ~: GRILLE ~ 8 b ..I N rt) H N I m C'J 56'-2u I I 8 I I I ~CONTlNUOUS l~ STRIP DRAIN METAL SIDING METAL ROOF o WINDOW, TYP I I Q ":1: NEW WALL MOUNTED SIGN LOCA TION- DESIGN TBD CMU PILASTER, TYP CMU WAINSCOT, TYP HI f I @ :~~: ELEVATION 20' HI. FENCE, TYP HI I CMU COLUMN, TYP H ~EXISnNG ASPHALT TO REMAINl HI I I I I SLIDING GA TE (20' CLEAR7 t 19'-10" 14'-6" I COVERED DRIVE-THRU SALES BUILDING PLAN 1/1611= 1'-0" v o. U') ....... u (lJ ~ ..c u L... <( "0 o o == .... QI .r. (/) c o ell ~ C>> .J:a o 0: co o o N NORTH @ k-PROPERTY I LINE I METAL SIDING :: m I 'in rt) I I I CMU COLUMN .. ".- I b rt) o I o N I I I I I I I ! ! I I I I @ SOUTH ELEVATION 111;,A2 1/16"= 11-0" I i I NEW WALL MOUNTED SIGN LOCA TlON- DESIGN TBD I I I CMU PILASTER, TYP CMU WAINSCOT, TYP NEW WALL MOUNTED SIGN LOCA TION- DESIGN TBD I I I TYPE 2 LIGHT FIXTURE, TYP METAL SIDING i i i cp I I I ! Ie I I I I .... I I I . . 6::: STEEL COLUMN, TYP ROLL - UP GRILLE CMU WAINSCOT, TYP I I I .-- I r- ILJ ~ GD ~:=~_:, ELEVATION METAL SIDING WINDOW, TYP CMU COLUMN ! I' I I C11 I I I I \ I I I . ....-lU~~ 9j()F~" u c.. V) -1-1 U OJ -1-1 .- ,.C U I- cd: ~ o o !: ... CU .c (J) c o en .... ... ell .a o D:: .. Zz 00 -.- Cl)t- cnu -::) ~o: anI- :::)CI) tnz ;:0 .....U -~ >0 ~.... .....1- 1-0 -z en E o u -0 o o ;:: t- (1) .t::. tI) C o tI) +-> t- (1) ..0 o t- ~ ;:: ~ to- t-N 00 COM .~ N . 'l:fLO P)~ ~~ LOLO 0...... o ~ LO (J) ....... .5 -.:- t/}o ..~ >1"- roO\ ;:: c: "00 roO' o (1) t- L... 000 +-> ... tl)Q.) roc W(J) NO" (V)::J ,.... W r-- ..... "'" r-- .....0\ tU c:: ~ 0 .....0 (/)tU u ... .- 0 c. .. E"C >Qi (50;: lng' N"t: lno. Nt/) c o -- en c CO CI:L CII >< ELLJ cv t >.... e c C.CII EU ~ cu.. ~b: CLt -- en ~ >cu ...~ L. U .~ => V) Z 0:: 0 :J: - l- t- I . . < W C> > > Z L&J - - -I a:::: 0 0 -I I.LI - 0 C ::> w m z a::: (J) <( L.IJ W Z > -I <( 0 -<( ..J U t/) a. (/) CO ..... M (/) 0 ....... 0 0 N >- ...J >- ::> CO "0 -, <U ...... C ..x Q)LO u ~ U <U ro Q) ...... ..... .0' '- ..c f'O t.- O U 0 a.. A2 eMU PILASTER, TYP CMU WAINSCOTt TYP NEW -WALL MOUNTED SIGN LOCATlON- DESIGN TBD (f;) ~6~~:H ELEV A liON Received: JUL 1 6 2008 Original -, ./ -<~ SWINGING GATES f (27' CLEAR)~ \ _ _J IJ \ I I -- \ I I --~ MDR~ \ j -- ~ ~--~ -"" €I SCOTT ROAD \ -- 1\ \ \ LDR ~ I I I -- Q STREET FLOODWA Y CHANNEL -- (-~ ~- --- ) ~ t- = w = w = a::: t- (J) t- I (J) or- C'J I I \ I 46 \ I (E) I I OUTDOOR HDR -E-- ~' STORAGE I \ (8,214 SF) ~ I I :t? I I I I t LDR~ / -- --' ~@ _I (E) OUTDOOR GARDEN -, ~J ~@ I I -~ r-r I i ~j co \\ \ \ \ \ \ \ '\ r~~\ (E)'P~\~ \ \ \ \ \ \!ill~~luf \_~\3:\@ ill\ \ \~ \ \!\~ ill \ \\ \ \!\ \lli ..A.- I I - . r-------r--ZEJF.H. A r- r- l LDR G;) ;=I~.:.. PLAN v 0. U') ....... u (lJ ~ ..c u L... <( "0 o o ~ .... Q1 .r. (/) c o fIl ... .... C>> .J:a o 0:: co o o N KEYED SITE PLAN NOTES if CD o 0) o @ o (j) @ o NEW LANDSCAPE AREA. EXTEND EXISTING IRRIGATION SYSTEM INSTALL NEW PLANTING TO MA TCH EXISTING. . NEW COVERED DRIVE - THRU SALES BUILDING. REFER TO SHEET A2. EXISTING COVERED DRIVE- TRHU WAREHOUSE SALES AREA TO BE CONVERTED TO MERCANTILE INTERtOR EXPANSION AREA TO STORE. @ @ @ @ @) @ EXISTING RETAIL SPACE TO BE CONVERTED TO WAREHOUSE SPACE. EXISTING CONCRETE FLOOR TO BE SEALED TO BE LIQUID TIGHT, PER DWP OVERLAY DISTRICT REQUIREMENTS. NEW 5'-0" WIDE CONCRETE SIDEWALK. NEW BACKFLOW PREVENTION DEVICE FOR BUILDNIG FIRE SPRINKLER SYSTEM.. NEW CONCRETE CURB, TYPICAL. REMOVE EXISTING LANDSCAPING AS NEED FOR CONSTRUCTION OF NEW COVERED OUTDOOR STORAGE BUILDING. REPLACE LANDSCAPING TO MATCH EXISTING. EXISTING ASPHALT PAVING TO REMAIN. I NEW DOOR IN EXISTING WALL. NEW OVERHEAD DOOr~ IN IN EXISTING WALL. NEW INTERIOR WALL. REMOVE PORTION OF EXISTING MEZZANINE. NEW INFILL 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' 6' BICYCLE PARKING SPACES. . . x @ 20' WIDE GAS EASEMENT TO BE MODIFIED SO THAT EASEMENT EXTENDS AROUND NEW BUILDING GAS LINE TO BE REROUTED THROUGH NEW EASEMENT AND SECTION UNDERNEATH NEW BUILDING TO BE CAPPED OFF AND ABANDONED. @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ INSTALL NEW STRIP DRAIN TO CAPlURE EXISTING PAVING STORMWATER RUNOFF CONNECT TO EXISTING STORMWA TER SYSTEM. . NEW CATCH BASIN TO CAPTURE 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. . NEW DOWNSPOUT FOR ROOF DRAINAGE. CONNECT TO NEW STORMWA TER LINE. REFER TO CIVIL. NEW LOADING DOCK AND OVERHEAD DOOR IN 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. NEW STRIPED PEDESTRIAN CROSSWALK. NEW STRIPING. REPLACE EXISTING CURB WITH NEW ROLL CURB. NEW LOCATION FOR RELOA TED EXISTING WILCO POLE SIGN. NEW CURBING TO HAVE ROLL CURB PROFILE. NEW SINGLE OCCUPANT RESTROOM. NEW STAiR UP TO EXISTING MEZZANINE REMAINNIG OVER EXISTING ROOMS. EXISTING TRASH STORAGE AND COMPACTION AREA, SERVING EXISTING JERRY'S FACILITY AND NEW WAREHOUSE AND DRIVE - THRU SALES AREA FOR JERRYS. EXISTING TRASH ENCLOSURE FOR WI LCO. RESET WHEELSTOPS AT EXISTING PARKING SPACES. NORTH @ Received: JUl 1 6 2008 Original Submittal ~~ ~ . . 9IlDt~~. ~OF~~. u a.. V) ...... U OJ ...... .- ,.C U '- cd: ~ o o !: L- eu .c en c o en ..... L- eu ,.Q o a:: .. Zz 00 -- (/)1- cnu -:;:) ~o: IDI- :::)U) U)z ;=0 LLlU -0:: >0 ~L&. 1.&.11- 1-0 -z (I) z <( ..J a.. LLI I- - (/) >- co c ~ (Q l- e r-- ...... 'I'I:t r-- -0\ 'ii 0;;= tOg N't: Ula. Nt/) E o u -0 o o ~ L... < EI.IJ ~ ... > fU o .+J ... C CLCU EU " GI(U E-- 01.&. <II -- en N >; ...~ ... U .~ _ _ '_: _ _ I I l ~ '=:J~~ - ( u./~mmm- ---.- ---- ~.. I , r '\ - --- -/~~ 8A"bT7"\C11:.S0,-sro'olr i~___),7~ '7~I'O~' t ('! ') ,7~-~ ;-Eo!o~ '-I-TI-)-~-:-[j,~)-~-7T~~i), y~ .~u~ ~~I! /'f-- ~ ~ . ,!--_n-l~- I -----L- I, I / ~ ,I, - ~ ---J I tf ~ ~ ~ I -JL- I' -- II - 1- - -kL- -1--- --ll!- \ _~ i Ii f---- ~ ~ . 1,1 _ TAX_JJlT201 ' --Y- -+L _.1,11 I UNCOYEREp F~NCED I~ ST~E FOR ~ ~ -- ! _ _ ___ 1 _ 1./ - I ,....:.'.. ~ ------I I II ~ t-- I =1)= =1=' - 1-- II - ". , i I 'I I r I -- - -- I I ': ; . - ;;:---j 1 !. >--- ---'- __ , .,1 I '~,,:~; ;...~~- "i I II f- r~ TE I ! (~= --I 1/ I I ,.:.,:,; ___ ---j ~ Ii 1-- lo\"'A~ OF I I '-I 'f"K.NG 1 ~ --r- =tEE 5'~'f (E) PARKING I I "IN ~-~~D~RY I _ -41-- ----- =~;r-- + /- I I I -- L ::' ~ I I I ............ ~ I L- I -r--- "'. :' __ ! I ,Ill r-.--...., =t= I -- - ! ----1 1 :::;~ '. ~ I ! ~ ! - - ---~!-~- I 1- --1E---f-- ::'. ::~.:: _ ---j j' II r- ~~ - ------l- I ~----rr- I ----,-l.- --!-- ~,' '. I P ~ J ~ I I ' - I -----i 1,- I ! I I -~: I /;1 ~ ~ 111-- ! -~ - _ ---=:t:l-_._- I I ! ~ ---4- " ,,~ i i II I----- ~ ~ _ ~~XISTI~G 20' GA~ "'Q -0/1 "'Q ! 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I~IL - - _1, ........Y 71. ~~ ~~/ "" W ~~ - --- d i ~ ~ rrmm J I 6 II;Y .s}.c,(> ~:/:'-:Y1 I I I -- -- - -+11 !! {\ ~ =:ill] ULLiliJ ,.- _ - ... - - - -I Y' 0--/ -1 'z ~ ~ l!' ~ c.~J-__!L......-JL--J~L-~ ____ I! .. (' J t ~ :; }-.-i! Ii I! !un I ;; II ::; / t cJ,) ~ ~nr~r.Jl~-t--jL ( .!> -U' I ' Iii €) Lr~mmmmr 0 0 I ~! il ~ . I I I ~ I I I, i lir 0 ! T __ 1m t~-_.- I <f). o 0 -& [: ~-- -- UU~U {!. fr = =;;;J = = = c::;;;:=;, = C'~ ~ {6i> \ \ \\ \ \;-\ \ \ \ \ll3.r..t2\.\\\(~ Pf~~ING \ \ \\ \ \ \ \\, \ ~\ \ \ \ \\ \ \ \ \\~\ \ \ \ ,-- I I G \~~\ \ \ \ ~lw \\\ \ \ \~\\ \ \ \ \ \ \_L\_\!.\ \ \ \ \ L\"::" \ \ \? \ \ \ \ \ ! i m . e @ (E) OUTDOOR STORAGE 'I (E) OUTDOOR " GARDEN 1 CEN TER 1._.-, - I @ @ o I I l _._0 .q. -_.~..L .~c......"__~"...._"_;__"""""_== --r-- ,-----, ~ ----- r -- 1-- r- I ([;) ;.I~.:IIDEMOLITION PLAN u C!. V> ....... U (lJ ~ ..c.:: u '- <( "0 o o ~ .... cu .c (/) c o en .... .... C>> ..a o ax co o o N KEYED SITE DEMOLTION PLAN NOTES if CD OUTLINE OF PROPOSED NEW COVERED OUTDOOR STORAGE BUILDING. REFER TO SHEET A 1. (3) DISPLACED PARKING SPACE ON TAX LOT 802t TYPICAL OF (136). REMOVE STRIPING FROM ASPHAL T. o DISPLACED PARKING ON TAX LOT 201. TYPICAL OF (5). REMOVE STRIPING FROM ASPHALT. CD REMOVE CONCRETE CURBS AT ISLANDS, TYPICAL. @) REMOVE WHEELSTOP, TYPICAL o REMOVE LIGHT POLE. o EXISTING WlLCO POLE SIGN TO BE RELOCATED. @ REMOVE LANDSCAPING. o REMOVE PORTION OF LANDSCAPE BE FOR NEW DRIVEWAY. @ REMOVE EXISTING PARKING CURBS AND REINSTALL AFTER NEW CONTlNIOUS CURB IS SET. Date Received: JUl f 6 2008 Original Submittal t'- t'- '\t t'- ....0\ Ole ~o .... 0' U)cu u..... '0. 0 e-ci' >- _01 oot:: 0\ me Nt: lOa. NCIl E o u -d o o ~ '- < EI&J CII L. > CII 0" I.. C ~CII EU " CVw; E-- Oil. ell -- en N C >CU a..~ ... U GI:E .- ,.C U I- cd: ~ o o !: ... CU .c U) c o en ...... .... ell .Q o a: .... ....N 00 (O('Y) .o;;t N . 'lIiiI' to P)~ ...... -r- ~o;;t 1.01.0 Q.1a.. o "'i" LO -1"- 1'00'\ ~ c: "'00 coO' o Q) L... L... COO -IJ - V)Q) 1'0 C LUQ) NO' ('Y):J _ L.aJ NORTH @ -. Zz 00 -- VII- cnU -:;) ~o:: CO.... ::>>(1) UlZ ;:0 lIJU -0:: >0 ~l&.. .....1- 1-0 -z en z <( ..J a. Z o - I- - ..J o ~ w C W I- - V> >- co c ~ to "- o <X) o o N >- ..J :::> ...., ..... u Q) LO .~ .......... .0 to "- o 0... .... M ...... o AO ~ , 6' CHAIN LINK rrNCr L--- / (rf "'y 'V''? ,/ /' TAX MAP /7-03-25, ~ NOI.57'48nr TAX LOT 802 59.49 JUNE SCALE BENCHMARK DATUM 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 :f198 RECORD EL.EVATlON' = 461.86 NOTE 9, 2006 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 PROPER1Y IS LOCATED INSIDE THE 1 TO 5 YEAR ZONE OF CONCENTRATION (TIME OF TRAVEL) FLOODlfAY BASED ON FIRM MAP NO. 41 OJ9C 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). ()bt ~. '16~ , . , l S ST ~UI Fii ~ co ...... -,,, ~li\~ ~'~k-. ~,w.,;;\r. __ ~\,~ ti ~ 1"- ...... ~ QS Jr , 10 r.~...~ ---- o I 20 .-- N {J.) . is 4 ~vLJ v ) REGISTERED PROFESSIONAL LAND SURVEYOR ... ~~ {Yb; OREGON NOVEMBER 30. 2007 RENEE CLOUGH 691 62LS { $ ~ @'~ ~ SCOTT RD Fiil ~ ~ EXPIRES: December 31. 2009 M ST @ Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)"146-0389 ' branchadmin@branchengineering.com Civil · Structures · Transportation · Surveying ~l -- L ST - I 1 I -Jr ~I VICINITY MAP """""""'~~ ------- --_._--- )( )( )( - )( LEGEND PROPERTY LINE EDGE OF EXISTING AC PAVING EXISTING TOP SET CURB EX5TING CURB AND GUITER EXISTING FENCE EXISTING GRADE BREAK 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 EXISTING GATE' SOILS MAP UNIT NUMBER DENOTES FINISH FLOOR ELEVATION DENOTES WATER SURFACE ELEVATION ,~ ~~. Xbi. "bt ~. Xbi. , ~ ~ " :ct ~ . ~ (f) I !_ , - <eX x " I\,X -" _x., "I <', x~x;,:\,.x,(~"x _'l(~_\f..Y.x~y_y_ . I, '", -1 -I . ~ ~ llJ am ~ ~ @ IDe I><J ~ .< ,....---",,__.-J . 4 65,~) .-- .-........--.....-."..:........~ ~tt, bttO'o' X ~ ,----------., I.._________..J I I I ~ @ FFE WSE CA TCH BASIN RIM = 465..31 wsr = 46.3.94 .' MARCOLA RD -~ I 105/HWY 126 OLYMPIC ST I ~;I ~~ , &3 ~~ ot.) fI1 ~ ~ . R ST . j eo~ ..... . .. .. .. .. -f- :: - - .. ~ .. .. . - . , -.... .... . - .. .. . . i'- .. :~ :-- .. ~ : f/.) · .: ~ : ~ : .. f- : .. .. -. -. - .. - .. -I"- -f- -i- -.... ... -- -- -- -- ~~- . PROJECT No. 08-115 ~ DWG. No. \2008\08-115\TOPO SURVEY\08-115 TOPOGRAPHIC SURVEY.DWG . L ST IF''iil=.i._ - : s.......Jl. W::!!~ f'~~_." W~ . JUL 1'6 2 Original 3u~1 ..... $ .~ ,~~~ . ': CENTENNIAL BLVD .'. NO SCALE