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Home My WebLink AboutPlan, Tentative APPLICANT 10/27/2006 (2) CD a21a-c0705 3 ~ ~ll GRAPHICALLY OUTLINED SIGNS (NOT DARKENED) ARE USED AT WALGREENS DISCRETION EQ 6'_2" #EQ t -V EQ, 7'_9- r EQ ,or .\. . . 7'. ... """,",. ;-0 : ~~ fD ~ 1~# - ~.....:..........'-'-~-."..~~ ,..-~-................""-""-""-""-~""-~~~ f" "'__KKK"-~~~~~"""""~~~'-...~~" r , , , .,Eo ," ~\ - - A A ~O'~7 1;'\ l ~;E,.. ~ 12'-10. ~ -- ..... 1':../ r0 ~. 1 r0 --- ,- IlL CN . ~TO~\\ ~~.~ .~ ...~ ~@!~~~RMAC~~ i 3.. . ......,.'~..,~S I ,I I , ~ ~ ~ .... [,. t.-.J.... _ ..... ~iY'......,.... _' .... l-. t.-.J ....,.....,..... -"--'-1- . - ..:f'.............. car':: [,. I-. ....~..... .-..1.... ...... .... I-. ....J...... I_. ..-..l r::::"-"'""'-~' --...... ......1.. 1'.... . ~~ ,.' .1_..... __I......~.....,.......... .-:fJ:..,." +1 ...... '- ~.J....tf...-,.. :...:t_ - '- - - '... l.....",....,:::: .......- "" ~.... ...........r _:....]....1..................... ................ ....r_ ~~'~.~.~.'~'~~~~~:~~"":~"' IZ .... I---:[...;.-.......~ ....._,.................,... ...........1........... I--- __........ ""::...J.........:-..... .",.... ......,.....",-..... ......,.... I--- ~.... ............. ................ ....,".......... :.........." ...................... ~ :"\:................... ................. ~~~ 6 r::::;:::;:""~ ;..... . ~ ;.... ..... .... I.-- ......... ...., ....11...... - .....,.... j.-. .... " " ......,.... · .... "" ..... J.- , ......r "" ..... ......... 8..... .....",.... .....,....." ......... ...... .... "" ~ I.... ...... ..... - ..... - ..... - I...... ...... .... ........... .... .... ......, I.......... '\"..... ............................. . ........ .......'-........ ........ ....... "'-- ....... "- "- ~ ~..................... -1.--,......- ......-11...... !i' ....r.......y.. .....,.... .....""t:'l-.."""i.... ....\;..,- ..... .",- "t.....y..." .....r.....l,..~ ....,......,............. ...h"......~ ":""""1"':'r".............. .........1,..1.... .....lL".......'..............,............"......."''''''!................ ~.........................................~ .......... _ _ t-. -' _ I... .... _ 1_ .1- _ _ .. _ I..." .... I.- " .... ' ,..,J..... _ - ff- ... 1- - ..... I-. - - .... . '\......, ", ,- , .)f . ,'f' . )'\ to ~1. ~ 1 ~ ~ ~ '- n @-l (;\1 ~~~t~AJ~ w) EXTERIOR ~ 1/S" = f-On '-@ ELEVA TION 4 ~..,;.--.:----;,.,---/...'~ -- ..... ::;,...-"",.... ..,.,..........--,....,.... ,....,....,...../: ~--...;;:: ,.............-~//~/"/"/"~~ ~~~,. II . ;,Q # " .. EQ , 'l I ! f1 12'-10" l ~I ~: PHARMACY ~ J I '] ]J ,.. : ] - , ^ , , , , l " , , '1 4 ,,' ,;> .~ \ ! t~G~:~~~~r~~= ~~S A2.2 ,,// ./~ I ~ W,ALGREENS OISCRElION (0.., , < \!.II ~ _ -. ~, 8 \ \ _~~ ~ 0 \ _, ~ ~ <iff] /// /"'~'_.\ cb-- ----~------\_-_-i ------0------- .~\ - ~~ <"" // \'" ~>"'~ ' 1(ff)1~~ (7 ~~ t~ ---.------------r------- ---- 4 T12~12 ~~~ ___~v -----.....:.'~<:J". \" { - -- 7. ", ,~ · fA' ~ S ~ ( .. J ",_.1 " _ '>. r@-':::".:::,.=^r-"""",,"'r1 "- .,t ~,'~; # ./' "'- 27'-0" f,.."r o ' <'" ~ !,@,..R, V, ,~ ~ /~ b ", I "', ~ ..I ~ ~ , , ~ " _ ,c.,', - , , ,'. III I l~ .J:t~f, ....".., - 1 1 .' '. ' ,I j 1 1 \ , I 1 1 IlL J 1 1 . . . :C. 1 I I I I '.' , . ., \, . . . I . Y' ~.~ .;....::L".. "I , , I \ I · I I -i::. I ,~ 8.-0. ~ ~~. ~~ : I €r\ \ .~ ~ l._ \ ~ 26. -8~" # ~ /,@ "- '\. "- . ; .......... '" ~I · I ' I · I · I ' , ' I ' I ' . ' I · I · , ,~ // I' I · . · I ' I ' 1 · I ' I ' r ' I · i I '.' I . I I r I I I I , ' I I I · I '::1"1'1 ~\ I ' I ' I \ I · 1 ' I ' I ' I ' , · , ' Vi.......... ' , · , ' 1 ' I f) . I ' . I I , I I I 1 1 II I I, / 'I 1 . I , 1 I I , I. I . I I I I I ~ , I I ~ l I \ ~ 1 . 1 1 I V I 1 , I · I . 1 I -I , , , , , , ' \ , , I l, .~I I I I I . I J I , I , I I 1 , I 1 'I 1 '-' 1 r'to .11 l. JJ" J.o J I -r I I I , I I I. ~ 1\ @-l ~ ~~f.~:A~ w) EXTERIOR ELEVA TION ~- 1/S" =1.-0" ~.~ '~ ',20 ~- ',', /' " /. " , , L . -STEP-DO\YN., "> I ~/ BULL NOSE 00 ,,' ,/ ~WAINSCOT 'v' ;T - W IE.F. BA VIS UNIT PROVIDE ROOF SCUPPERS AND OVERFLOW SCUPPERS AT INTERVALS AS . REQUIRED BY SPECIFIC PROJECT . ... .. I' \ ;.... _ :.....].-... ..... _ h - - il-. ... _ _ ...... r ...... .... h - ..... 1-)..... _1...... I.- l.... - t[.... ... _....I......-......~-"......~I-..........~ .... ~~...._--,,-~:-.-........ ~-!--~-......-......--h......-l...._......~ :::::: frfl :t:::::: .... .......... :...... {" i' .... it..... ... _ . L... Slb~. . ' cJl'. LaJ lEXD~ '-@ 2' -61 ~ EQUAL .. SIGN --. ----- /8 < -- ...... .~ ... ~ EXTERIOR ELEVATIONS KEYED NOTES b It . I J~~" .... . . a CD -i::;;;~ .: ...:r ---t -t', .:.u....t ; ~ ~ ~ ~:f:f:t:1::ttJ::t ~ ~~~ , , , r l' -0. ;=-;t DESCRIPTION ,0 EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT STUCCO BASE, (COLOR TO MATCH BENJAMIN MOORE BONE WHITE). OVER 12" CMU FILLED WITH POLYURETHANE FOAM INSULATION IN REINFORCED CONCRETE FRAME. SPLIT-FACE BLOCK. ROOF TILE. ~ 1 (x) r------, : ~---@ L_____-.J . CX) 1 0, CN >.. @ @ . ~ PREFINISHED SHEET METAL COPING. GUTTERS, \J;./ AND DOWNSPOUTS. COLOR TO MATCH UNA-CLAD , " ALMOND". @ SCORED ACCENT. . f6\ RED "WALGREENS" SCRIPT SIGN. INTERNALLY \:!..I ILLUMINATED. SEE SHEET A5.2. f5\ INDIVIDUAL LE IIt:.R SIGN. ALIGN BOTTOM OF SIGN wi '\fJ BOTTOM OF ttW" OF WALGREENS SCRIPT SIGN. SEE DETAIL ON SHEET A5.2. NOTE: FOR BUILDING WIDTHS OF 105'-0", USE 16" HIGH INDIVIDUAL Lt:.IIt:.RS /"""" @ ROOF LINE. < ~,~...... ""'..~-.{J) TOTE ROOF. \\ \\""'''''' @>..,t~DIVIDUAL LETTER SIGN. SEE SHEET A5.2. \ \ ~ WAbl,-MOUNTED LIGHT. SEE ELECTRICAL DRAWINGS. \ \ ~'....AT TRASH COMPACTOR CONDITION, WHERE THERE IS \ \ i\-".sECONl>,SEP ARA TE ENCLOSURE. PROVIDE A \\,\,~ ~;~:~t~~~>AND TOTE ENCLOSURES. ". @,,'SEE DE . AILS QN-veS.2. '@ PI\~/BOLLARD. SEE DETAIL. ~. FLE~IBLE DELINEATION POST. FASTEN TO CONCRETE 'eX, WITH" BOLTS.. @'a \~INDGW SIGN. , > @71{a:"'THICKBENTSTEELPLATE(TOPROTECT DOWNSPOUT) BOLTED TO MASONRY. COPE AROUND BULLNOSE. SEE DETAIL 1 01 A2.2. @ "CLEARANCE" SIGN. SEE DETAIL ON SHEET A5.2 119' WALGREENS NEON GRAPHIC BEYOND. SEE DETAIL ~ ON SHEET A5.2. @ 2'-4" X 1'-4" COLUMN f21\ BACKS OF PARAPETS MUST BE FLASHED, \t.Y DECK TO PARAPET CAP. @ EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT STUCCO BASE. (COLOR TO MATCH BENJAMIN MOORE BONE WHITE), OVER SHEATHING. @ WALL HYDRANT (TYP.) @ CANOPY DASHED IN FOR CLARITY. SITE SIGN AREA J::::\ ONE PYLON SIGN. - -- -- - - --.. \.2~.......sC~E....B~L~JLSE-TO-HQbP.llG.W" TO BUILDING. UPPER CABINE:~. --...~....-~ X aa5 : 88.;rs.~ ~~FLASHlNG AND COUN~F[ASHIN~",..-.... -..... -."..-, LOWER CABINE 3'-8" x 10'-1r"} 1 X 40.03 = 40.03 S.F. ~ l~ ) ~~~~~~_ ~ ~ Ii3' FACTORY MADE PREFINISHED METAL GABLE END VENT- TOTA'L SITE SIGN-AG-E -- -- -- .~ ~'C:.I TO MATCH ADJACENT COLOR. 128.88 S.F. 4 . /1.. _.-._-:.J A @ CONTROL JOINT WIBACKER ROD AND SEALANT - ~ TOTAL SIGNAGE AREA ( . ~q~O_S.F"'\ COLOR TO ~A"lCH ~AD~AC.ENt...MA.TEaJ.AL!----"" . ~ ~ :;, ~ ~~ - ------- .'. EXTERIOR MATERIALS CRITERIA REQUIREMENTS ---------~ />-6 - --- -,----~::-=-- - ~ 1 <0 - , , !&;I iii J \ ~ ' ..~ b ~ b.,l 1 ~ IJ ;.... .... ....-... · , - - I \ ' I ' I ' I · I ' I ' I ' , ' I ' I ' . / I I I ' I ' , '\" I · , ' I · J ' I ' I I I I I ' I ' I I 1 · 1- \r U j~. I r , I I 1 , · I · I · 1 · , 4 I I I · 1::!Il.t I . ~I I · , · I I I I I · I I I I , · , I I I ~~ ':~. 1 ' , ' I ' I I I I , I 1 I I I If' ~~ r. --l.. I "-' ....... '.( 'l'~ - : ~r l I :I : I I , I I , I I , I) , I I I I " I , I , I I I , I I , ~ I I , I , I I , * I' "t I I I I 1 I I , I 1 ',1" I I I I I , I I I &f I I...... . 1)' . , I - ---I I 1 1 I I J J I I I. ,I' 1 1 J I 1 " I 1 1 I 1 1 1 I I I I 1 ~ J I J 1 1 I I I I I ...u . I I 1 I '-'III I'., I I 1 1 I ~ I I I '"...' I I '. I" I I }__L_..~ I " J .. I".,r-: J. ~ \l@ ~ '-9/ /'/ ""1~1 28 ,/ /, ,J \ A " , I <., <" ", """ " " " "'.. " " " ", ", ~,' f/,...., .......,...... ~ ~,' /', " " ',,,,,,' " "... "......... ", ,,' .....'...." ....,...... ", ,,' '...... ,,> '< '.. ' ", ", ......",' ", " ".....---............. "", ,.,-"; .........-.., ",', ,,' ", ", ", " " ", "', ! ,.............-.....".......... "'" "'" "'" ~LL GRAPHICALLY OUTliNED SIGNS - ,/ A, ' "'" "" ", > (NOT DARKENED) ARE USED AT A . ~ ~ {ri · ", ".. ",,/ WAlGREENS DISCRETION .,... ~3nOI' -7 1/2" II (' ~ EQ EQ" 7~.9. EQ, 'v' t . ~ ~ ~ · ' "-;" , ".._. ~:::.:- _ __ \ \t Z '\ \' " r EO , 6'-2. ,r EO 1 I \ "I\. d \', \ ,I- f f.qUAl 15'-2"SIGN ~# ~' EqUAL .~~O ~fD~~ _....~ ...,..~'..~,.~~:~_~ /. ..... ~ .... _ ......... _ -.I.;;:;y.;. ~._."" .....:l: -- ....J.-.....:.~. -:.,;::......:~r:;::-:....~ l.:'.::::...... ............... ~lJ,.-..... ,.... ... ..-11.-. _L... .... -u:::- "', ....:..................... ..,:,")... 12 ~ ~ ~ - ~ V ./ ". .// "/ '///;1'/7 _ ._r.... ~ : .... ,....,....._~,.... ....]......... h'- .... _1- 1- -..........- ~.....,.... ..Jr..c: - ............'""1 ~[J,........ I...... .... .... -rL...-;.-..oc:. flf!.... .... ......y.._rL.: - - I..... L~. .-i............ .... "<; ~ ---'6 1 rn ./7./ ". //. ./ 1//",....:,,: -.....1-:3t::::: ..................._ ....1- . -. -..... 1.-......,..... ....1-.l.... ...............-~..........:?1~..... .............~f.... ............1.-......:_:....................... - - -......,-.....~ l....'-r.: - - -t1-........ bo ,............... ,""':""1""."'" "".... - - ~ " ,''', \ .. ClQlcC ~// .// '/. "////_... ,.._ ...._..... ~._._ ..........,.... .... -.........:33:"\"' .... ~'.... .... .... - ~ ............... ....1.- .... ... ,... ~..... ......7-,.... ,........ I...... -.,..............- ,'" ........... .....r ..... - ... - -.~ ~....,-,....,..... - - - l-. - .-'" w:..J...Jb......~ (TYP5 .). ..,IDlI!I:alDMre,,"iPJUlta>RR RMJlIA, 1a)\.IU14,CV . _('If' 1.&... __// "f ".,// -~'/~"//A 1................. _~....... ~_rl.-.""~"''''' _........... ....... f-~......... .........1,...." _ 1'''' ... ,..... ...1.... -H:~t'.:....... .- ......... . 'r.....J-:::-". ::..;.l.........,....,.... 1" if' -l....... W...J If ~ BUll '{liS It.U1IU11~ If""Il'1IO\\U1IurIIIO\\ U ,;.rTT.r.rh" 'IZ/f' .'.I./I//""" - ~ - - ~ - - .... _11... -. - - - - _I.... - - ~ "i-,.... -.... - - -'.: -./ - . ,.... - ,- - .- -_. - - - _ -.... - - - ::.-.- - I - >r // ,.~--~...."'~. 10 S'~ i ",' , ' 1\" . ,..f4\ ", ,,' .' \ ; < (' ,', I '\.J < < ~ " ~.P La: _ \' 'r ", ", " ~. .''' ,- ~> ~ ." ",,'C. EQ~~, ,," 7';4:' . r ... EQUAL')........ ~ L " " , ,'0. .. ',,' " ...., ....~ ", ", ,,' . " ..I b ;-@ ", '" ,,' , '...... 9 '.. " '..,' . . ~ I . ".. v,.' '"'' C'I ....,.. \ " " .. . " ' ''', ~ '.. 14~..l # I I " '\ I I I , I I 1 I I I , l,- I : ~ I 1 . , I." ..... I I I \.'" . ~..., \ 1 1 f I I I , , I I-~ \1 , , , I I I I , I r ~"",.r I I I.' I , '.'.' , , , .K'~ ( I , I · , .... .~. I I , I 1 '" <.',,' ,--:J[ '........ ",> '= . T......"." 1 I. 'I 1 I I 1 I I ., '1' 1\ I 1 I , 1 I I 1'. I. I ~. I I I J , I I I I I , '- I - "I I J . I , I I I.J~' I I I I , ",I I I I /I I I I , I , I ,of I ~. I I , I", '.... " I ~ l I \ I , I I , I I I I I I ] --1 f\ , I I I , I , r, I I r, "l I I I I , I I I I I \ I I I I I 1 I I I , I I J ~ , , I 1 I I' I 1/ I , I , , I I , .. I , " I I I "",_ ] r ,~ \ _l I l..hL I \.. ,\' L-J , , I , L.J I I, ''-r-...\J I I I I i , . l,.I-.... ~ . . ."". --b.... .. ,... _ I ....", ' , I , I · . V I , · , , , , I. ' I I ." , , I '; ".. .............., ~ '" 02 ~~f.~?A~ w)EXTERIOR ELEV~N ~ ."'.,.,",.,~, 'l@ '~A28'. .' 1/8" = 1'-0;' " " M'.. " > '" ,,' 'v" , , o , , o =- I 1l II I n---1 I ~. r - - - ~. , , II1t T " 0;/~'?~~_oTOWER ELEVATION ,''''', " " <' " , , " " , , , , , , , , , , , , , , , , , , , " " , , , , , , , , , , , , , , , , , , , , .. , , , , , , , , , , , , , , , , , , " " , , , , , , , , , , , , , 1 ", ,,' , , , , v , , , , , , " " , , , , ,,' , , , ,. < , " " , , " " " '., , , , .. , , , , , , " , "> , ,. , , , , , , , , , " , , , , " " , <. , , , , , " , , " , , , , , " " " , " " " , " , , " , , , , , , , , , , , , , , ',,' ^ , .. , , , " " , ,,' ,,> ,,' ,,' " " " , , , " <' ", , , , " ", , , , , , , y , , , " , , , , , , , " , , , , , , , , , ',,' ^ , , , , " " , , , ') " , ,,' ,,' ", ", , , " " , , , , " ,,' " , ,,' , , , , , , , , , :iOOD OR STEEL STUDS ARE UNACCfPTABLf EXTERIOR CONSTRUCTION MATERIALS FOR WALLS OR ROOFS. ALL BUILDINGS TO BE ~EMENT PLASTER OR SYNTHETIC STUCCO ON ALL ;"OUR SIDES WITH CONCRETE BLOCK BACKUP. AN~,DEVIATlON FROMlH~S MUST BE APPROVED ~~, WRi~NGB,( WAL'GREEN'S PROJECT ARCHlTECT. IF PROJECT ELEVATIONS DIFFER FROM THE CRI'It.tdA EXTERIOR ELEVA liONS, A COLOR RENDERING AND MATERIAL SAMPLE BOARD MUST BE SUBMITTED TO WALGREENS FOR WRII I t:.N APPROVAL, PRIOR TO ~UBJAISSION FOR MUNICIPAL APPROVAL. , , / \ i \ \ \ SIGN CODE SUMMARY \ , , \ '\ \ , \ PERMII OFt\ICIAL: "~"'''''' \ \ "........... \ \ <..... ""'''' , \ \ PHONE ......_'.... ........." \ \ ..........,...... ..........\" ""'eESCRIBE IN wRll I t.N FORMAT. ALLOWANCES FOR ALL SIGt:fA'GE.JNCLUDIN~ FREESTANDING GROUND SIGN AGE. ~IST ANY "RE.~TRICt1QNS TO ALLOWABLE SIGN AREA OR PLACEMENT ...)',REVlEW, DEVIATIONS WITH WALGREENS: - TO BE COMPLE"li:D BY''QEVELOPER OR ARCHITECT OF RECORD. "'" "') ", ,,' , , 'v' NAME ,", , , , , , , , , < " , , , , , , , , , , , , - , ~ ^ , , , , " " , , <" ", " " ", ", , .. " ", " " " ' " " " " ~ ',' -. "':l ' ,....................,...,...... "" -- ..... ~" J " ,...................,...... "'"..... "', ...........-........ ~ '.~-.............;, ...............-.... "', ", ", ....-...............~ -..... I ", ", ........................ ", ", ..................... , , , , ", '" , , , , , , ", ", , , , , , , ", ", , , " ' , " , , " ' , ' " ,) " " , , 'v' I I Y _1J..';.3- :=_":::.- - - - - i ---'l ..~ .w . "'.'., , .. '" " , ,1'"" _......... ""'" ~21O ,.,,, ... / ,." ...,.... " I! ~ I: ',,, J : " " ~ I ( '~', '\ )... "\ \ \ ....._~-- -.\ \ \ \ .-.. .......1 28 \ \ ~ / \ ~\, -t.~ ".. / / ' ~ "" "',1"'" _ I 1 '. I l A :.: : ,-- ", " , ", ~J .,~ ...,'....... ...~. ", ,,' , , , , "'...,.... ,,-*" ........ ,," .........-----.. i- - , - - I I - - SOUTHERN GLASS TOWER . , " , , ", , ""'''' r;~ / 0 /,/ "'~ 'Y / ~.~, ,q) " V/ -1\ ~ v' /J- "'" /hJ)t", // ~ """" % %' V'0 ~ "'- ~% ~ . >'. :.:~:~. \" .............. /:Y;:;\ 14' ....... , \:::/ '\:../ ~DETAIL ~3/4" = 1'-0. , ".. " CART RA~r',MOULDING , , .' 't , , , , , , , , " , , , , , o @ EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT STUCCO BASE. f4\ COMPRESSIBLE FILLER. \:/ CUT BACK AND PROVIDE SEALANT AT BUILDING JOINT. @ a" CMU WITH 4 tt SPLIT FACE BLOCK WAINSCOT FILLED WITH POLYURETHANE FOAM INSULATION IN REINFORCED CONCRETE FRAME - SPLIT FACE BLOCK TO MATCH TSE TAN TARMAC AMERICA. INC. SARASOTA. FL, .941-927-1482.. PRECAST CONCRETE EXTRUSION OR MASONRY BULLNOSE TRANSITION BLOCK. /O!2-7/UJDb DRe ~O(()/P-ooOg5 TD-rJfL, PAG6' : WaLg~~r '~ FACiliTIES PLANNING, DESIGN, & ENGINEERING 106 WilMOT ROAD DEERFIElD, Il 60015-5105 NOTE: THIS DRAWING IS PROPERTY OF THEWALGREEN COMPANY. IT IS MEANT FOR REFERENCE ONLY. ANY OTHER USE OR REPRODUCTION IN PART OR IN TOTAL IS PROHIBITED WITHOUT AUTHORIZATION FROM THE WALGREEN COMPANY. PROJ =CT TY-:)E TURNKEY PROJECT: WALGREENS1 DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SHOW ONLY WALGREENS' CRITERIA REQUIREMENTS, ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL ENGINEERING SHALL FOLLOW THIS CRITERIA, AND BE PROVIDED BY LANDLORD'S ARCHITECT AND ENGINEERS. ALL CONSTRUCTION WORK BY LANDLORDS' CONTRACTOR UNLESS NOTED OTHERWISE. SIGN AREA SUMMARY ELEVATION #1 (INDICATE N,S.E. OR W) '30' -7 1/2" WALG.REENS SCRIPT SIGN 80.32 S.F \ l18"PHOTO INnl\/lf1I1AL LEu.I*h>-. .A. ..... .-. ....11.6 S~F:J 18" ~4 HR ~DIVIDUAr l.ET~ - ~3 -S.f. , 18" PHARMACY INDIVIDUAL LETTER ~19.2 S.F. 120 42 S.F: ELEVA TION #2(INDICATE N,S,E. OR W) A '30' -7 1/2" WALGREENS SCRIPT SIGN 80.32 5.1=":" \1R" PHOTO INnlVlnl JAL LE I..Lt:R.... ... ..... .-.-..11.6 s..F.- J 1"8" ~4_ HRIJ~PJVII)UAr 1.E I I t:.~ - - - ~.s "S.t. 18" PHARMACY INDIVIDUAL LETTER 19,2 S.F. 10" DRIVE THRU PHARMACY INDIVlD. LE 1 1 t:.R 12.6 S.F. ~ ELEVATION #3{1NDICATE N,S,E, OR W). A , 26'-8 1/2" WALGREENS SCRIPT SIGN '~ ELEV A TION #4{1NDICATE N.S,E, OR W) 26' -a 1/2" . WALGREENS SCRIPT SIGN ~1.1.4 S.F.-1 10" EXIT INDIVIDUAL LETTER ~ ~.l S.F. /A\c..63~ S.D ~ TOTAL BUILDING SIGN AGE . SIGN ZONING VARIANCES ALL DEVELOPMENT VARIANCES, INCLUDING BUILDING SIGNS AND PYLON IMONUMENT SIGNS ARE THE RESPONSIBILITY OF THE DEVELOPER AND HIS ARCHITECT. IF THE DEVELOPER AND HIS ARCHITECT WISH TO HIRE A SIGN CONSULTANT, AT THEIR EXPENSE. TO ASSIST IN THE APPROVAL PROCESS. PLEASE CONTACT THE WALGREENS PROJECT ARCHITECT FOR GEOGRAPHIC RECOMMENDATIONS. A SIGN CODE ANALYSIS WITH PRELIMINARY ELEVATIONS AND PROPOSED SIGNAGE IS TO BE PROVIDED TO THE WALGREENS PROJECT ARCHITECT FOR APPROVAL PRIOR TO ZONING SUBMISSION. THIS ANALYSIS IS TO BE PROVIDED AS SOON AS POSSIBLE AND PRIOR TO LEASE EXECUTION. ~ A JULY 2005 NO. DATE REV. FROM RSCAl 2005 DESCRIPTION CONST BY REVISIONS , CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF XXXXXXXX AS SIGNIFIED BY MY HAND AND SEAL. THESE COPYRIGHTED DRAWINGS ARE TO BE USED AS REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL TO GENERATE PLANS, ELEVATIONS. SECTIONS, AND ADDITIONAL DETAILS BASED ON THE JOB SPECIFIC FIXTURE PLAN (D1). MISUSE OF THESE DRAWINGS IN ANY WAY MAY RESULT IN LEGAL ACTION. FISCAL 2006 PUBLISHED JULY 2005 PROJECT NAME WALGREENS STORE CRITERIA DRAWINGS 114'-0" X 130'-0" DRAWING TITLE EXTERIOR ELEVATIONS, DETAILS, SIGN DATA CADD PLOT: a21 a-c0705.dWQ SCALE: .AS NOTED DRAWING NO. VOID PLOT: DRAWN BY: J.S.M. A2.1A DATE: JulV 2005 SUPERSEDES PLAN DATED: REVIEWED BY: RGYCE DWGS. OF COPYRIGHT@ 2005 PENDING , /:: / .. /; /; /; j/ / /~// / ""\ .. . .' -' i 44'-0" , ; ~ ~ ~ LEASE SPACE #1 ~:: ~ ~ ~ ~ LEASE SPACE #2 ~:: t ~: ~: ~: LEASE SPACE ~ t_ ~. ~: ~: ~: LEASE SPACE #4 - ...~ t_ ~: ~: ~////////hh'; fC:~ .(~~ :::: l :: 1'1 \ I.~ ~ \ [L. ~I ,- - - - ~ LEASE SPACt.; J4'LOOR PIA~ -!J " .. ., r :: c::> I 00 .. .' -' ; r I I I I ~o ,0 :1 ATM \..10 0 I I I I I I I I /10 0 : I DRIVE. UP 'io -0 I I I I 1 I I I I '- ~ '\ .. .; ~8 ~~ ~ 9~ l~ ~~ ~. ~ ~~ r;9 ~0(3 ~~ l~ o! _ffi ~~ / Revisions: '\ I ./ + 74'-0" , , " " f7--;-P: SERVER Q . .6'-6" x 11'-3' 101 _ ., Ltl ~ ~r~~ ~ "..Vi . / .&~~ [, pO)} "J:ll ... ~r:~l ~!:;} ~, <, Qf[' ~ '-----' - , ~ --"" (). % /h- r " 5456 SQ. FT. SCALE: _" = 1'-0" 22'-0" - ------------------, = Of::lO' nO' D.;:] BALANCE. WORKRobin - o~~~<) -=:J 10'-0"" x 11'-1' 8'-6"" x 1 '13" '" .r.:.- SAFE i _ II . 1 J ~ l ~'lARGA y n,0 o , WORKROOM '.__._~2~~~ 10'-0~_ r- L . ~. . l~. FED\x. - ~ LJ LJ J .. It o ..I ..q- r- o I ATM 1\] o OJ CJ oJ) o Ql V o o r - ~ ~ ~ ~ ~ - LJ MANAGER D~ QQ ceG 1. ~ L LJ MEMBER ACCOUNTS o ~ I\J , wn-o 0 . t::::J 0 ] W A1TlNG [ 0 0 OJ ~ 3RMIY 0 . o LJ:> uJ \l~ .UQ ~ ~.:~~~ ,. rr ----r -= - - riP \~ ~ETER ~ ~ o Ji1 9 ~ '- .. + , Date: 6/20/06 File: 'I.. .~ .,.- ---- "" ' I ....,....,.",.-"* L.~.....".-"'*-- Drawn: AP / OJ Job: , ~, , -;:::::::--- , , 43'-3 1/4" , , , JI 52'-0" , , . + Sheet Title: FLOOR PLANS CREDIT U~IO~ FLOOR PIA ~ 4490 SQ. FT. - SCALE: _" = 1'-0" 1 I - -1-- I . - _\ I I~l i i I .. .. so o _I ~ """ - . , I ' .' " .' ..-:--.- '.- . r ~-_---:--..,---- '~. ' I .' 'f""'f1 ; l' j""orr-r""'- ~ 1 i j'''~ ! !'!-r---: I: ~ -- . , . _ -~T : \ : ':"~ : : I I I : 1-P ! I ! "1; I ~ ~ !;1 - ~ }-, II! ! .-1-__ Ii . .+- : ,-- .' ...: :.: ." . . < I: .. ~I r~ -~~- II.~ llLL= lJ'."-J. ~-H'I' WJlJl1IlI III': 'I'I~I =='==- ._==~..ull,..11 '~._j-~ ~-~~i 'IrTTr" ==,=iJr--IIIII. r~' UL~_~I__~.L___.____ J Jt.~ r LUhF 'JUllIluJJ IJ~ Ij~1-- . . _ J L: Jill.. Jlill' ~ .. ~ , " l "...... .. .. ;-... I c::i .. ".." , . . WEST ELEV A TION - - J .. , - .1 ", b I b N '.. '" 'b I ~ ...-- .. .. .. .. CREDIT l:~~IO~ .t.;XT.t.;RIOR ELEVATIO~S .. -, L I Ii: o 'I r--... ~ ~ 1 ~ : ~_~: - : !-L-Y::--ci-_ .' 1_- d:: 1--- _~~- '--...n... ~" ._l-rJ"T"~l-j:::l' I r:...:.'--f..--I ,~~y', --',- -;=:, L1. T::T:: ,i- ==nt= - , : .',~:: . . ; ; :--'-'--: rr-~1 -I ,=l=t-T I . ',:': I .. j I j ! ::: : I I I ' : " , . [ _~T:: r= _ ~ 1lL _. 11.1 : ': . I' . I. I . " '. : ':l:i:l" If ~ II '.: I - ~ .-- '-r- " .. ~ ~ )- := 1= ,.' --3 - = --- ~ ., --- .. ~ ~ 'I ; -.-'; :- - ;;.;;; - : .. I I " --~ == I - == 1 == ; 1 _ = = -,' . JJ, J ... ., J.. .1 ...:: ~~ ~'djJII.I l" . SOU TH ELEVATION T I 1- .. .... " . .. : , ' ...... .. ". .. : : ", .." .. ".. :.. .. .. .. .." .. .. .. .: .. ."" .. .." .. : :':.:' :.~. =:=);1. f " ...... .. , : , , . . .. ...... .- SOUTH ELEVATION LEAS.t.; SPACt.; .t.;Xt'ERIOR .t.;LEV ATIO~S " " ',' .- - '- . ... - .. .... .... .: ..... ..... . .. ..' . .' . . , . , , ' L " A , 0 I "0 "'" 1[,-~-~---I_~~-~JL.r~ .:~~ _-- ---'l,,~-.--~.~r.- . II .. 1 I :=!=:_j .. .1 I III IIII ,. I~ 1 . i 1 " Ill., '''' ",. I ~ II.. "'.+ .-' L ~= ,I ~": "-. -1111 l l)J J L._:-.___ c . .. :. .' ':' . III I L ~ ..l.. :. ': .' . . . '.. I.. I I -... II , . .. . . . b I ...-- ...-- , .. " " EAST ELEVATION ".' . . . . .. ..... ".. , ' T - ~-- . . . I III II TH' I ~r-- --- -----. ~ , A , 0 I "0 N I II ib'~T-- , I li- , ,Li., L....I". ,~_.. _ "., . .o.,..'~ I .', ... , .., I ..,.... .... ..LLU_ III' ': I ~., I I ~=__ I' I" " III' ~._-1ltLJ-.LUJ -,->llilU~,.." _ "'L-"~'___ i...,..): ~ . '.. . 1/ I I I 'I , ' , . " - . . j I 1'1 , , lLu :,: ' . ': . . . '~I _" '".... - . .. '" , _..L-' .....................J.....- , ,.., I' . b I .lU,I....1 Lu~~. : ...-- ...- .. "- , ." "- RevisIons: + SCALE: _" = 1'- 0" ~~ _d rTl ~ ~~ ~ Er l~ ~~ ~~ ~~ ~9 ~cld ~~ l~ o~ _ffi =-~ .. " SCALE: _" = 1'-0" + Date: 6/20/06 File: Drawn: AP / Dj Job: + Sheet Title: EXTERIOR ELEVATIONS 2 SIZE 2- CAL 2- CAL 2- CAL QUAN. ' 3 9 7 30SWA_: ) _A \ - \GS THE FOllO"NG PLANTS ARE TO BE PlANTED AlONG lHE BANKS OF THE BIOSWALE(S) WHERE INDICA lED BY THE FOllO~NG SYMBOLS. lHE GRASS MIX IN THE BIOSWALE IS TO BE PER THE SPEClACA l10NS BY WEBBER. EWOT ENGlNI:.tJ<S. DI:J"t.R TO ENGlNI:.t.KS REQUIREMENTS IF DISCREPANCIES ARE FOUND. CITY OF SPRINGFIELD LANDSCAPE REQUIREMENTS: 31.140 (2) ....AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA SHALL BE COVERED Vt1TH L1VlNG PLANT MATERIALS Vt1THIN 5 YEARS OF THE DATE OF INSTALLATION. THE L1VlNG PLANT MATERIALS SHALL BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA THE MINIMUM PLANTING ACCEPTABLE PER 1000 SQ. FT. OF REQUIRED PLANTING AREA SHALL BE AS FOLLOWS: (A) AT LEAST TWO TREES NOT LESS THAN 6' IN HEIGHT AND NOT LESS THAN 2 INCHES IN CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOffiALL); AND (B) TEN SHRUBS, FIVE GALLON OR LARGER, (C) LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FOR TREES OR SHRUBBERY, EXCEPT V\HERE REQUIRED FOR SCREENING, WHEN THERE ARE ADEQUATE PROVlSIONS FOR ONGOING MAINTENANCE. (3) PARKING LOT PLANTERS SHALL INCLUDE ONE TREE THAT MEETS CITY STREET TREE STANDARDS IN ACCORDANCE WlTH SECTION 32.050 OF THIS CODE AND AT LEAST 4 SHRUBS 5 GALLON OR LARGER FOR EACH 100 SQ. FT. OF PLANTING AREA.... MJM Michael J. Minder SYM BOTANICAL NAME AR ACER R. 'COlUMNARt BlR BElULA JAQUEMON1E FOR FRAXlNUS O. 'RA ywooo' ) _A \ - <:Y COMMON NAME COlUMNARE MAPLE YttIllEBIRCH RAYWOOO ASH AG AGAPANTHUS 'Pt.II:R PAN' * HEUCHTOlRlCHON SEMPERVlRENS 1 . GAL. LD\\f. Ul Y OF THE NILE 1 GAL 81 AN ABIES NIDIFORMIS BIRD NEST SPRUCE 5 GAL 3 . PENNISElUM 'PURPUREUs' 1 GAL. ARB THUJA OCClDENTAUS ARBORVITAE 15 GAL 2 - IMPERATA CYlINDRICA 1 GAL. BRG BERBERIS 'ROSY GlOW ROSY (lOW BARBERRY 2 GAL 22 CAM CAM8.LIA SASANQUA CAMEWA 5 GAL 1 ~ MISCANTHUS 'GRAClWMUS' 1 GAL. CAN IBERlS SEMPERVlRENS CANDYlUFT 1 GAL 117 DAY HEMEROCAWS SPP. ASSORTED DA YlIl Y 1 GAL 138 EC ESCAllONIA COMPAKTA COMPACT ESCAllONIA 2 GAL 41 NMR NANDINA 'MOYERS RtD' MOYERS NANDINA 5 GAL 3 POL PRUNUS'OTTO lUYK~' lUYKEN LAUREl 2 GAL 71 RHO RHODODENDRON 'PJt RHODODENDROO 5 GAL 4 SPI SPIRAEA 'ANlHOOY WA II:KER' SPIRAEA 5 GAL 10 W VIBURNUM. DA VlOII DAVIDS VIBURNUM 2 GAL 22 ~ PLANT 1 GAL KfNNICKlNICK -S ON CENltK ~ERE INDICAlED BY HATCH o N II ... ~ NEW. . . , . . . . . . . 0 REMODELING. . . . . .0 RELOCATION. . . . . . 0 OTHERS. . . . . . . . . 0 NEW..,........D EXISTING. . . . . . . . 0 NEW SHELL ONLY. , . 0 >- < Z ..s:t< tor) _ ...- C"J "'-- "'-- ....J o 0- - 1.(') .....-:--' ....J >- Z 0<< 9=..00 -.::t- -- _ t- f""") C"J ...- --.............. V') ~ Z l.&.JF 0Z ;: ~:5:5 ' ~t:Wc-C- "'-e::::l.&.J- o I--e:::: cs....-: z~d~i2 <c: ~o>= ~uiO::E~ -l.&.J::E:::><c: ~ S; "b e; 1S2 z:2 0 r;, -r:o- ~ C::: 1S2 ffi ~ ~.::::., u.J w:: <c: :;:;: ===-- o LLJ - tor) -- a::: <( .......... ~ - t1/ i o l.LJ ~ - CD ~ e:::: <c: <c: -- r-- ...- -- .~ ~ :\ ..NtJ>>"""'~ .",._",.r<- 2.: <c: o ~ ..- .- -r ~ .1, C::: <c: - C"J -- ~ --.,..... ~ - 7/17/06 I '-f/ ~!~ /'< \1 ~\ '\:=- c:::: V') In' - .. 7J ~ co <..!,.I to ~ ~ o e::.: z <:..> as <e:LLJ ~ - 0 r;, 0 cs-~ - - - ~ "~ c5~ ~I~~~ 9=..,!::!:::... - ;:::::"(.0 <:..> ~ ~ ~ <:--J...-::: - o --I 0:;.: c::: C> :::::E CD C- Z - r::;:) -;::-- .t:.;., - - .. ~' .L :::::=::: <S - -.::t- -.....- ~c5 CD C- ImI -:::::::-- ~ mil ~- o Q;.: --I Ed <e:::E 0 _ ~.9:=.. e ~ ..:s. " ~ , 0 "t -- ,.., , ,- ~ t~ , a ;. ~ ~, .J .~ ; } '.'-~J (j0J,' ~ i I I ~ ;;.~ ('J ~ ~'.'.... I i V ,~. i ~~ . i ""-, l,......,-....i i f .; t r..~..H NO. DATE BY DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL -iSt9t9, (, I/: )/ ! [ 2:.: e:.; U ~ ! <I:: o.!::=l <c: { c..:> I...t- tor) _ l ~! 2: T ~:1 I , . ~ >Ii. .. ~ . .~ 0 ... ~ i ~!.~,~~~! .r)~_~~' ~.~~~~-~._~-.1r~.__._~.:.~~._..=Ct'!!.--~~Jj~~---~-,~ ='....7'. ~ ..~ tn .\ ~~- V') I...t- ' I=! 0 Ci:' O><~ Z5E- V') :=I c:::~< l.LJz::=:: LLJ_(/) zoo ~LLJ_ zLLJeo LLJ(/) LLJC::: ~E2 - ~,.,--~\ _.......,- \ /'- \' ------ -- f\---- ... ~ ~-- ~- 'H1E~j[IT :Ell" ~ .."\ ',' - '. ~--'- ,-~- \ ---- ~\" ,- ---.............. ~- -- ---- ~~ I HEREBY CERTIFY ,THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AS SIGNIFIED BY MY HAND AND SEAL. I ..' o o STORE #10812 PROJECT NAME WALGREENS STORE NWC PIONEER PKWY & Q STREET SPRINGFIELD, OREGON ~,~r-- t_",~J,~.~_.~ , Z 0:.: <:..> <..!,.I 0:.: --I Z <...!.J c:3 ~E2 ~ <S gs - ..~~ -.c::r -;::" N - - ~ ... ,. ....:=.,-.....- - e ~ :::::=::: <c: o - f""") - ~ ....J c::: 0 CD. 0- ---- .......... - ~ - - u>- LLJ<c: In'R - r-r) - CADD PLOT: DRAWING TITLE lANDSCAPE PLAN SCALE: DRAWING NO. VOID PLOT: ,/ 0/ DRAWN BY: MJM DATE: 7/10/06 SUPERSEDES PLAN DATED: REVIEWED BY: OF 4 DWGS. ~O<M 5~C;( Wll1 ,11 CO\ f \ ~O;5 ( '~ ,0/ ,0 fO?50 ~ & ,AfV; 50 ~J fAM? M?S;fr ~; Wf~ WAf~<, Ar)? AI.? :'0' IA :.~ ?fZ~? {'(lb. ,V\,. \.1 ~ ~ , IAB5 ?;< MML ~fCf; <;< a01-p0705 . ? II ML "C ~ 5/(~3 ? /A\~~\u j;/A/ no 5Ga e _A\JSCA-:J- \O--S LANDSCAPE CONTRACTOR IS HEREBY REFFERED TO AS "CONTRACTOR" * USE UNIVERSAL ROOT BARRIERS ON ALL TREES WITHIN 6' OF PAVED SURFACES. * ROTOTILL 3" OF ORGANIC SOIL AMENDMENT INTO ALL PLANTERS. ADD 5 LBS/1000 SQ. FT. OF UNITED HORTICULTURAL SUPPLY 16-14-12 "GARDEN GREEN" FERTI; IZER PRIOR TO TILLING. * NEW LAWNS ARE TO BE SOD BY 'J.B. INSTANT LAWN'. ADD 4"-6" LAYER OF TOPSOIL/AMENDMENT MIX IN ALL LAWN AREAS. * RIP AND CROSS RIP ALL SUBGRADES TO 6" -8" DEPTH PRIOR TO TOPSOIL ADDITIONS. * MULCH ALL PLANTERS WITH 4" LAYER OF SHREDDED BARK. * BACK FILL PLANTS PER DETAIL, AND ADD AGRIFORM FERTILIZER TABLETS PER MANUFACTUERS RECOMENDATION. * STAKE TREES AS REQUIRED, REMOVE STAKING FOLLOWING SECOND SEASON AFTER PLANTING. * APPLY SENTRY XL2G PRE-EMERGENT HERBICIDE TO ALL PLANTERS UNDER MULCH LAYER. * ALL TOPSOIL IS TO BE FREE OF NOXIOUS WEEDS, ORGNIC WASTE, AND STONES. * ALL PLANT MATERIALS ARE TO MEET OR EXCEED CURRENT O.A.N. STANDARDS. / I · Pl,PNf '30 1HAf fOP Of ROar ~}JJ 15 P' POOvt flNISlftl u~ I" Pl,ASllC "CH.AJN" ~e lIe-1JNU1H PO ~QUIRetl HPWWOOl? 5f~5 I..:; 5f~5 2" X 2" IIRIv};N (MINI 18") fiRM.. Y INfO WUR,AJ!e PRIOR fO ~Pa.Ft~INu PMR ~ 5f~ N?QV}; flR5fWNM5 OR AS Nea55fRYfOR fiRM 5lI'P0Rf ,0/ ,0 MIX NAl1V}; '301~ & fOP'30I~, f()r) MRI~: fORM feRl1~lzeR fN;5 ~R MANUfPCmfR. WA'WR & fAM' fO ~MOv}; AJR P()CKff5 fORM 5~R -liT ~ OT:: SPReN? I I \ MI.LCH mi .. _II' II '. II .-111 5fMlNu AS ~QUI~tI 2 X ~PL.~ l?1A. -/ / /(~~ ?/A\'~\UW/ (OO"~CO\/(O/ 7A((~( 5C.N..e: NOr fO ;c~e * CONTRACTOR IS TO VERIFY SITE CONDITIONS AND MEASUREMENTS PRIOR TO BIDDING PROJECT. NOTIFY MJM OF ANY DISCREPANCIES. * CONTRACTOR TO VERIFY QUANTITIES OF PLANTING MATERIALS PRIOR TO BIDDING PROJECT. NOTIFY MJMOF ANY DISCREPANCIES. * GRADE ALL PLANTERS AND LAWNS TO DRAIN AWAY FROM BUILDINGS AT A 2% MINIMUM SLOPE. INSURE ALL LANDSCAPE AREAS DRAIN TO SUITABLE LOCATIONS. * HYDROSEED DETENTION SWALE AREAS WITH INDICATED MIX ON THE ENGINEERS PLAN. IRRIGATE SEED AS REQUIRED FOR GERMINATION AND LONG TERM PERFORMANCE. * ALL PLANT MATERIALS ARE TO BE GURANTEED FOR 60 DAYS AFTER ACCEPTANCE OF LANDSCAPE COMPLETION BY OWNER. PLANTS ARE TO BE IN GOOD GROWING CONDITION AND FREE FROM DISEASE. PLANTS ARE NOT TO BE GURANTEED IN CASES OF NEGLECT BY OWNER, VANDALISM, OR 'ACTS OF GOD'. , , ~ ~ ~ ~ ~ ~ z ~" / ^ ^ /. 7 J\.iI ~ MJM Michael J. Minder landscape design professional (541) 776-0409 CONSULTANT PROJECT NO. PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: o WALGREENS' o LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: o WALGREENS' CONTRACTOR o LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........., .0 REMODELING. . . . . .0 RELOCATION. . . . . . 0 OTHERS. . . . . . . . . 0 NEW.......... .0 EXISTING. . . . . . . . D NEW SHELL ONLY . . . D co~re WPLK/ C~ IIl?eep Roar' UNI~R5.N.. ROar ~~leR #~~18"2 ( 1"ft') eX1eNtI ~I 1m1l?I~Cll0N5 fROMaNreta,l~ Of 1KlJNK NO. DATE BY DESCRIPTION REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AS SIGNIFIED BY MY HAND AND SEAL. STORE #10812 PROJECT NAME WALGREENS STORE NWC PIONEER PKWY & Q STREET SPRINGFIELD, OREGON DRAWING TITLE CADD PLOT: DRAWING NO. SCALE: VOID PLOT: DRAWN BY: MJM DATE: 7/10/06 SUPERSEDES PLAN DATED: REVIEWED BY: OF 4 DWGS. I I I CONST I /02 ~~GA-O\ _-G-\) IRRIGATION NOTES DRIP EMITTER SCHEDULE -c HUNTER ICM 2000 TlMECLOCK. VERIFY lOCATION. POINT OF CONNECTION (VERIFY LOCATION). ADD 1 1/2" WILKINS # 950XL DOUBLE CHECK VALVE AND 1 1/2" ISOLATION VALVE (BRASS BALL VALVE). ADD WILKINS flO PRESSURE REDUCING VALVE IF LOCAL STATIC PRESSURE EXCEEDS 65 P .S.I. 2" ISOLATION VALVE (BRASS GLOBE VALVE wi HEX TOP) IN VALVE BOX. HUN II:.~ I 20 ROTOR WITH NOZZLE AS INDICATED. HUN II:.R PROS-04 SPRAY HEAD WITH RCS-515, 7' & 12' VARIABLE ARC NOZZLES. ADJUST TO INSURE ADEQUATE COVERAGE. HUN II:.~ HPV-l01A ANGLE VALVE WITH ISOLATION VALVE RAIN BIRD XCZ-075 DRIP ZONE KIT 4" CL200 PVC UNDER PAVING SLEEVE #33 RAINBIRD QUICK COUPLING VALVE (SUPPLY OWNER WITH 2 KEYS AND HOSE SWIVELS) 1/2" DRIP TRUNK LINE. USE 3/4 "PVC SCH.40 IN ALL LAWN AND SLEEVE CROSSING AREAS. 3/4- SCH40 PVC DRIP. SUPPLY UNE 2" PVC SCH 40 MAIN LINE 1" PVC C1200 LA II:.t<AL PIPING. (IRRIGATION CONTRACTOR IS HEREBY REFERRED TO AS "CONTRACTOR") * TURF IRRIGAllON SYSTEMS ARE DESIGNED AROUND A 10-15 G.P.M. FLOW RATE * USE 14/1 DIRECT BURIAL CONTROL WIRES. BUNDLE TOGETHER EVERY 10' WITH ELECTRICAL TAPE. SPLICE WIRES ONLY IN VALVE BOXS.USE ONLY WATERPROOF WIRE CONNECTORS. COLOR CODE "HOT" LEADS FROM VALVE COMMON WIRE. * CONTRACTOR TO INSURE LOCAL BACKFLOW PREVENTION CODES ARE OBSERVED. * CONTRACTOR TO SECURE ANY REQUIRED. PERMITS AND DEVICE TESTING. * CONTRACTOR TO PROVIDE ALL 4" CL 200 UNDER PAVING SLEEVES. INSTALL AT AN 18" MINIMUM DEPTH. * MAIN LINE PIPING DEPTHS SHALL BE 18" MINIMUM. LATERAL PIPING SHALL HAVE 12" MINIMUM COVER. * ALL SPRINKLER NOZZLES ARE TO BE MATCHED PRECIPITATION RATE. * IF LOCAL STATIC WATER PRESSURE EXCEEDS 65 PSI, INSTALL INILKINS #70 PRV AND SET TO 50 PSI. * WINTERIZE IRRIGATION SYSTEM WITH AN AIR COMPRESSOR NOT TO EXCEED 60 P.S.I. * BURY 1/2" DRIP TRUNK LINES 4" UNDER SOIL LEVEL. INSTALL DRIP EMITTERS AT EACH PLANT ABOVE GRADE AT ROOT BALL. ONE 1 GPH EMITTER TWO 1 GPH EMITTER THREE 1 GPH EMITTER TWO 2 GPH EMITTERS ALL DRIP EMil 1t:.RS ARE TO BE PRESSURE COMPENSA llNG RAINBIRD XB SERIES OR EQUAL 1 GAL. GROUNDCOVER ONE 1/2 GPH EMITTER 1 GAL. SHRUB 2-3 GAL. SHRUB 5 GAL. SHRUB TREES POC [gj @ -eo o I~ * INSTALL ISOLATION VALVES (1"GATE VALVES) AHEAD OF EACH TURF AUTOMATIC VALCE. * SAND BED ANY PIPING IN WHICH ROCK IS ENCOUNTERD DURING TRENCHING ( 4"SAND LAYER MINIMUM) * COMPACT AND SEmE ALL TRENCHES WHILE BACKFILLING. REPAIR ANY SEffilNG DURING THE FIRST SIXTY DAYS AFTER INSTALLATION. * FLUSH All PIPING PRIOR TO INSTALLING SPRINKLER HEADS. ADJUST ALL SPRINKLERS TO INSURE ADEQUATE COVERAGE. * FURNISH OWNER WITH (2) KEYS AND HOSE SWIVELS FOR QUICK COUPLERS. QfJ * SAND BED ALL PIPING WHERE ROCK IS ENCOUNTERED. PLACE 3" MINIMUM LEVEL OF SAND ABOVE & BELOW PIPING. ~ - ---1 1f ~ --:J - 0 \ o~ ...J 0- ." - - ,:;()N'~"C;C C\IRB " -{WA Y -:JA"~o- r'" -rAT --:r S 0- V V _;..J ~~ .---"""-"-"""=..-"",=:"",~,,,~...~,\,,,, ",~.~:<~)." ~ \\ \,\\ ". J. \ /' \. \ J \ \r;~-,_.^"\ ) '; ~}t;:;;~:h~?~~~~f I ~ , I if. Jf 1 J{ ~t j{ H .'~ f }~ .11 ~ il 11 ~~ !l , Ii !} I~ If jl ~~ II ;d i' II u u n !? ~.;,~},: Of " \ ~4 ~ . er H I f if I ~.~ ~!:,!', !f \ ~ Ii { i )\ , fi )_ ~ II (.. ~._, f "1 . 1 i . . 1 I (',' ' ~ .1 ! 1 ~ ..1 1 / I I IDD ( - ~""~'~"~J /' @ "\ L~-.J g>f~~_!i ~r' ,,\,~ ~ '"'' -:;:..i.-- - - ....-- WoIIoI' IIIlC" - -" @ \ I i i 9 ~ . j ~): j ~ ~~~~~ --< J 0; \ \ ! I , :) 01 f (J ~ ~:;~ U I (/)- ~~ <- >(/) --' a:::: <!~ .-~ z --' ::::> c.. Oz ~- "Q :~ Qo, '] }j ~ co IQ ~ ~.a 0) ~'I''\ OJ ......., , a :I: . ~ '\ (/) u <1:: W ~ g:: ~ (/)- VV ~s >U") --' a:::: :eEl=! .-z z:5 ::::> 0- ~a; ,r~\ 'I" ...., I :~ ....~. '\..:' l o - ~ ~ ~ ::----t V2 - ~ ~~ ~"V ~ ~ ~ ~ ~\ ':1' .~~ .. ('" ~~\ \. \ \ \ \ \ \ t \ t \ :. J., J., JI -""\. , ~ IJIII " " ,,~ --'-' , .- " ,~ ~ ~ D ~ ~ ~ '\~ ~, .~- 2 " a ~ . -. o o 0 o 1..,.. ~\V~'\. . ...,,' ,/ ,...." -'.~ ..,.. , " \~. ..~ ,""- ," .... ... .~ \ I i \ , ; J ~ - ... G L,-, ~,,'~ " "I' ~~j , ~ "-.../. c'" f " v i>.. ~,.:I~,:..:..I': ',p'<y:;..'.<~!f.:.' ~,zl>~ ~ ~:-:..>.~~~ti~ ~~ : c:t:: ~:; a!lSt9t9 . \ I I ftj '~~- o o ... ,. ... . .... .. - . - ...--- __ _11--'11 - . ... - :'-';";" ...... ... - .. . . .-. .",. ,- - ---,.- M"M Michael J. Minder landscape design professional (541) 776-0409 CONSULTANT PROJECT NO. 100.06 PROJECT TYPE DRAWINGS/SPECIFICATIONS ,BY: o WALGREENS' o LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: o WALGREENS' CONTRACTOR o LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... .0 REMODELING. . . . . . 0 RELOCATION. . . . . . 0 OTHERS. . . . . . . . . 0 NEW.......... .0 EXISTING. . . . . . . . 0 NEW SHELL ONLY . . . 0 I 1 NO. DATE BY DESCRIPTION CONST REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED I ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AS SIGNIFIED BY MY HAND AND SEAL l STORE #10812 PROJECT NAME WALGREENS STORE NWC PIONEER PKWY & Q STREET SPRINGFIELD, OREGON DRAWING TITLE IRRIGA TION PLAN CADD PLOT: SCALE: DRAWING NO. G ./ 03 N DRAWN BY: " ~ VOID PLOT: MJM ~ w DATE: 7/10/06 ...J <( SUPERSEDES 0 PLAN DA TED: REVIEWED BY: (f) OF 4 DWGS. . Brass Plug (typ) ,Finish grade 18X24Jumbo Valve Box Union (typ) MOD6L 1-20/ULTRI\ GEARED ROTOR MJM Michael J. Minder landscape design professional' (541) 776-0409 CONSULTANT PROJECT NO. 100.06 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: o WAlGREENS' o LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: o WAlGREENS' CONTRACTOR o LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING fINISH- ~RA}:,r; RUBBER COVER ~M1A I I -l)(~-l)(1d\. · l?# l-' 0 I ~1 WI FINISH GRADE Irrigation PVC main line MODEL PROS-O'1 SPRAY HEAD I . - - - 3/4" STREET ELLS 3/4' SCH- ~O NIPPL6 (LENGTH AS REQUIRED) i F~ tt ~ ~~~~[:~[ft~~]~.._X- ~U~,~ir JJ t - MIN. 12" 1 1/2" washed gravel ~ / 1/2" STREET ELLS .3 3/4" STREET ELL 1/2" SCH 80 NIPPLE (LENGTH AS REQUIRED) 1/2" STREET ELL ."0 .... ~ P '\ PVC TEE" P '\ I / PVC LATERAL L1N~ ~ .,," ..' ': '''.' '!:4 :' . ..,'., " ' 11 . .. :, - ,~ , A ..:~ ,:' ~ " : 4,.' ,,:' ~. ~:: '..>' '1.,'. .: -'. : I I I I I I I . I I' -, I I I I I I I I I I I I I I I I I IT- III III III -III III, III II f III III I I / / PVC LATERAL LINE NEW.......... .0 REMODELING. . . . . . 0 RELOCATION. . , . . .0 OTHERS. . . . . . . . . 0 NEW........".D EXISTING. , . . . . , . 0 NEW SHELL ONLY . . . 0 q / 0 U ()/ ~ ry @ 0 @ (}) v=' / I!!!!J / @ I ~ ~ U n c:::J ~ " y ~ / <C U ~ ~ 5 u @5 <C ~ V / ~ 5 @1 ()/ y <C n, n (}) o _Lwufl{f'" PROS-04 SPRAY HEAD NOSCAL6 INSTALLATION D6TArL T .II{ e -o.JLUllW' 1-:U)/ULTRA<;6AR))RIV6 NOSCAL~ (NSTALLATlON 1)6TAfL NOTE: 1. INSTALL BACKFLOW PREVENTR AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. DOUBLE CHECK VALVE no scale ~c:;wr NCt swrN~ NOTE: 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. @ BACK::LOW ?=<~V~,\~E~ SINGLE-OUTLET EMITTER: RAIN BIRD XERI-BUG BlI.II:.rCD __10 NOTE: 1. USE RAIN BIRD BUG GUN MODEL EMA-BG TO INSERT BARB CONNECTOR DIRECTLY INTO XERI-TUBE. Q) '-I TO 1/4" --U3 \jG ~ vi TT ~ R PLASTIC VALVE BOX WITH COVER ~ ~~~::E ..~ ~{~~~~, ~- r \ ~ ~ ~ . ~ ..~ ~r \ 1~ ~m''''''''IC~ ~ CD FINISH GRADE/TOP OF MULCH @ QUICK-COUPLING VALVE: RMf Ell) UOOEL 33DRC @VALVE BOX WITH COVER: 6-INCH SIZE o pvc SCH 80 NIPPLE (LENGTH AS REQUIRED) @~ $-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL @BRICK (1 OF 2) (2) PVC SCH 40 STREET ELL @ PVC SCH 40 TEE OR ELL @PVC MAINUNE PIPE ~ ] _ r r r~ r ~ ~ , . ': r I I If:: ": : ':,',:' ".:r f 3" MIN. ",' ",,: . == , 1:>0 i /::3 00 01:> 1:>00 0 I:> . ~.I I 1/2 @12~ 4~ 7;JJ 1 "SCH8D UNION-. an -------~ ~ - CONTROL WIRE '--4 I ~= .:f'L 4=u- - - . I - - I I ~ ~----- ..... 9 1 "ISOLA TION VALVE \\ @ PVC SCH 40 ELL @ 2" x 2" REDWOOD STAKE WI STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM P d \ PVC LATERAL LINE TO SPRINKLERS J MAIN SUPPLY LINE ~ MAIN LINE FITTING NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPUNG VALVE INLET SIZE. o JLOJ:1lJlp'" .....-.&atG.. NO SCALE INSTALLATION DETAIL ~A ~ 3 ~) 33 ) ~c QU C < -cau :> _ ~G VA_V-: 0) CD pvc SCH 80 NIPPLE (CLOSE) (3) VALVE BOX WITH COVER: (.;\ 24'-INCH SIZE 01D TAG 8) WATER PROOF CONNECTION (1 OF 2) o 30-INCH LINEAR LENGTH OF WIRE, COILED @ FINISH GRADE (}) TOP OF MULCH @ PVC SCH 40 COUPLING o pvc SCH 80 NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 40 ELL @ PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL @ PVC SCH' 40 TEE OR ELL @ BRICK (1 OF 4) 83.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL @ PVC MAINLINE @ CONTROL ZONE KIT: RAIN BIRD MODEL XCZ -075 @ PVC SCH 80 UNION FOR SERVICING ASSEMBLY @ PVC SCH 40 MALE ADAPTER NO. DATE BY DESCRIPTION I CONST I I REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF OREGON AS I SIGNIFIED BY MY HAND AND SEAL. STORE #10812 PROJECT NAME WALGREENS STORE NWC PIONEER PKWY & Q STREET SPRINGFIELD. OREGON DRAWING TITLE IRRIGATION DETAILS SCALE: DRAWING NO. CADD PLOT: x ~ ~ G A -- j 0 \ CO \ ~ ~ 0 ~ Z 0 :~ E < ~ VOID PLOT: DRAWN BY: MJM DATE: 7/10/06 /0/ SUPERSEDES PLAN DATED: REVIEWED BY: OF 4 DWGS. 1 f""'"-",-'.~'-'<<~~~",'~~''-'''''--~'~~'_'''M__~_'_'''''''''~---"'" ,._'......M__~....'.___...~ , A! l ! l t '. Ji. I j 8t ! ! i P- i , ~ , 01 1 ~ i , ( ~ I .'. J 31 -42 ..-.*.j;. ~~1 ::~ Gi ~ Di J ~ ~ I ; ~ i f i _.....,~._._.'.n.,.'."~_-~..........,..,.~~~~~._..,'~._'~~"...-.'t~...,--'_...v_-.~~'_....~-- ,. ...~~.... ,.....,...y,__.."..~,._...~._,......~I,.~,~~v.~_._...~~__,_"'M-._~"'"~'_'''~~'''_',-",,~,,_v__'_''~_I~_-~'''''''~''_~~_'_"'^__~__''''''M.._~__,,_,_.....__..__._...rA.._rl~.._._..l_rl___._.."'_.._,_......~__..~,_~.'v._.,~.._,_...__rl__.~..,....__.._......_"~'_~_~....._ -_...~.-..~_._..>>"..--~._._.. , I . _,....,~_rl~~._...~v_,~_._._".._~__._..._~~__..>>.._~.rl__._.."^.__,._~.,...,,~__rl_~~..,...~'._~,~.._...~.._,_.._,~.._..___..........,......,.,...,~.-....~~rl__"._., ........-...~~~"._.....~~-'.'~~.--~-.~....,~._.....~~..._.-....~.-'w_.~._..<Y,~..._,y~._......__..~_._..,~__,rl_.~'.'...,"___".--r.......---..-'-.....---. 4 STATISTICS ..v,___._...._~y-~.....~ LUMINAIRE SCHEDULE Description Symbol MaxiMin NOTES Label Qty Catalog Number Max Min Avg A vg/Min Symbol Bank Lot Summary 3.3fc 7.8fc 6 KSF2 400M R4SC 1.1 fc 7.1 :1 3.0:1 I!t · [l!}- ID- Spill light Summary 1 .6 fc 13.5 fc 0.0 fc N/A 1. Readings shown are based on a total LLF of .72 at grade. 2. Please refer to the "Iuminaire locations" table for mounting heights. 3. Product information can be obtained at www.Lithonia.com or through your local agency. 4. Due to local restrictions, this analysis does not conform to current Walgreen's illuminance criteria. 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(.I) -q- If) -q- If) 71.9 179.4 Z-1 25.0 25.0 3 -68.3 -3.1 Z-1 25.0 25.0 '0.0 '0.0 '0.0 "0.1 ----- b.o '0.0 b.o b.2 ~ 1 ~ '). ~.5 ~.9 ~\.- ~ n J1.5 ~ ~J1.9 ~:9 ~ tOI ~.5 ~.9 2.0 ;.5 '3.0 1.1.6 25.0 25.0 132.3 71.0 Z1-WM 15.0 15.0 5 BANK 4564 SF '0.1 '0.1 '0.3 ?~ ~'\;.2 '1>.5 \] 'l1.3 '3.4 '\;.5 t.2 'i.I. 2""~ 1 ".3 :3.0 ~.4 ~.8 '5.9 t.1 ""JI, t.~ t.7 t.7 ~; !f1A-"8 ~.9 '5.3 '5.4 '5.3 \.1 ~.9 \.0 -2~6 105.1 15.0 Z1-WM 6 15.0 /~ '0.1 "0.1 "0.3 "0 12 41.9 -1.4 Z1-WM 15.0 15.0 7 "0.1 "0.1 "0.3 181.0 151.5 8 Z-1 25.0 25.0 '0.1 "0.1 '0.2 4.3 9 Z-1 184.4 "0.0 "0.1 "0.2 "0.6 . ~.5 ~.4 ~.3 ~.9 \.4 ~.1 ~.5 ~.3 ~.1 ~.6 :S;.8 1.2 -48.7 227.9 25.0 25.0 10 A '0.0 "0.1 "0.2 "0.6 ~.O ~.2 ~.5 ~.3 ~.1 ~.~ :S;.fl=.:S;.7 t.6 '0.0 '0.0 "0.1 "0.2 "0.4: 1.1 *1.4 ~.8 ~.4 ~.~. ~.t' ~. ~.2 .0 .- . 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'0.3 '0.0 "0.0 1>.0 U.1 '0.0 '0.0 b.o "0.1 1>.1 ~.O '3.4 %.6 13.9 t cg t cg:!') 13, 5 ~ ; 1 ~.O 3.0 ~.8 ~.8 <<3.6 "2:4 "2.5 "'3.3 i>.q~r$.8 I~~ "'3.1 "2.3 +1.9 +1.8 "2:1 "2.2 "2.8 +. , N89~51/46HVI J 213.22' 'o.i '9.~f le t 7 'Q.4.1D.8 '0.9 +1.0 '0.9 1.0 +1.0 1.3 +1.4 1.2 '0.5 '0.2 -----"'--""'- 1>.2 lJ 2 'h? 'b 1 "0.1 "'0.2 1>.3 tl.4 "0.4 1>.4 0.5 U.t) V.I 't.-+ ~..:. '0.0 '0.0 '0.0 b.o, ~ Q b.o.lj.1 'b.0 'b.0 'b.0 b.o \J.V t:o t.G b.o ",*C ~C h n b 0 'b.0 \1.:9 "0.0 b.o b.o b.o b.o 1>.1 "0.1"0.1 "'0.1 1>.2 "0.2 "'0.2 "'0.3 1>.3 1>.3 "'0.2 'b.0 <:to lI...n II C' ::) ~L tl 0 b.o b.o b.o b.o b.o b.o b.o '0.0 b.o ~ b.o J.O 0\0 -:'QJ.. 0.1 1>.1 "'0.1 "0.1 1>.1 1>.1 1>.1 "'0.1 1>.1 b.o b.o <J'O '0.0 b.o b.o b.o b.o 1>.0 b.o '0.0 '0.0 b.o '0.0 b.o b.o b.o 1>.0 1>.0 b.o "b.0 b.o 1>.1 "0.1 "0.1 0.0 U.U \J.u .0.0 b.o b.o b.o b.o U.U t.v ~.& '0.0 b.o "b.0 \ p ~. "..b.o b.o 1>.0 b.O 0.0 O.U lJ.u '\tt, t.e; l>.~~ ~.~ lJ..(\ i1.n '0.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.~O b.o b.o ~ SHOEBOX RXlURE 1'/11H DARK BRONZE FINISH. Description Lamp File Lumens LLF 0.72 0.72 0.72 0.72 0.72 SQU ARE STRAIGHT STEEL POLE FINISHED DARK BRONZE POWDER COATED. SEE DRAWING E4.1, LUMINAIRE SCHEDULE AND POLE SPECIFICATION FOR POLE SELECTION. ACCESS HOLE WITH COVER & GROUND LUG BEHIND COVER. BASE COVER. CROWN TOP OF CONCRRETE BASE TO SHED WATER. REINFORCING STEEL FINISH GRADE ~/ INSTALL CONDUIT BELOW FROST LINE (MIN. 30") AREA LIGHT WITH TYPE 4, CUTOFF REFLECTOR, FLAT GLASS LENS. ONE 400-WATT CLEAR ED-28 METAL HALIDE, HORIZONTAL POSITION. 93041301.IES 32000 CONDUIT AND WIRING TO OTHER FIXTURES. REINFORCING STEEL 2'_0" .... /#3 11ES-12" O.C. S #5 VERTICAL PLAN - A FACADE ACCENT FIXTURE AIMING PROCEDURE 1. AIMING MUST BE PERFORMED A MINIMUM OF 1 HOUR AFTER SUNSET AND' 20 MINUTES AFTER FIXTURE IS ENERGIZED. 2. LOOSEN 3 BOLTS ON THE SLlPFITTERJUST TO ALLOW LEFT/RIGHT ROTATION. 3. LOO~EN LARGE KNUCKLE BOLT TO ALLOW UP /DOWN ROTATION. 4. ROTATE THE FIXTURE LEFT/RIGHT AND THEN UP/DOWN TO ACHIEVE AN EVEN 'LIGHT DISTRIBUTION ON THE "WALGREENS" LOGO SCRIPT SIGN. REPEAT tHE ABOVE PROCEDURE WITH THE FACADE ACCENT t:"IYTIIRE ON OTHER POLE. 5. VERIFY THAT THE LIGHT IS DISTRIBUTED EVENLY ALONG THE VERTICAL SURFACE OF THE CANOPY \^:ITH THE "WALGREENS" LOGO SCRIPT SIGN. VERIFY THAT MINIMUM GLARE ON THE PARKING LOT AND INSIDE THE STORE IS ACHIEVED. RE-AIM FACADE ACCENT FIXTURE(S) IF REQUIRED. b. '-rl~I-iTEN'ALL BOLTS. ~~.~!.,' CD PHOTOMETRICS PLAN Q e ~~1~~ ~ ~:;~.v~"~,~,._".~.~..,~,..,.,_"'~....~......",._,..V'N~'.._."~_'..~.~..'...:...'~".~v~.........~,"~v_~_..'''v_,,.._.~..,_...,.~'..._v_..,.._"'~v.>.~.~"....''''_.,_".__~........~-..~.....,~._~.~_..~'V_~ ......"_'''~,vw.,.._.~w_v~~,.._,..~.,.~,~__"..'.~''.~..,_,..~,_',.v".......,... (L, 7. FACADE ACCENT FIXTURES CAN BE LEFT ENERGIZED ONLY WITH LOUVERS INSTALLED AND AIMING .__,~~__M._._____,~~_...___..J..{{:_.___~A,M._..._' .__ .._M._'_....._~___,_.~.__. PROCEDURE (ITEMS 1 THRU 6 ABOVE) PERFORMED. ARM MOUNTED PREMIUM CUTOFF W/R4W REFL, CLEAR GLASS FLAT LENS. MS 400/HOR Ltl8509.1ES 38000 AREA LIGHT WITH TYPE 4, CUTOFF REFLECTOR, FLAT GLASS LENS. ONE 400-WATT CLEAR ED-28 METAL HALIDE, HORIZONTAL POSITION. 93041301.1ES 32000 ARM MOUNTED PREMIUM CUTOFF W/R4W REFL, CLEAR GLASS FLAT LENS. ONE 400-WATT CLEAR ED-28 METAL HALIDE, HORIZONTAL POSITION. Ltl8509.1ES 32000 AREA LIGHT WITH TYPE 4, CUTOFF REFLECTOR, FLAT GLASS LENS. ONE 400-WATT CLEAR ED-28 METAL HALIDE, HORIZONTAL POSITION. 93041301.1ES 32000 POLE CAP, FURNISED AND INSTALLED BY ELECTRICAL CONTRACTOR. ~ Orientation Tilt -90.0 0.0 217.8 0.0 180.0 0.0 -90.0 0.0 0.0 0.0 -90.0 0.0 ~ co ~ o ~ o -l -l o L.r.... .......... :z <: -l 0- C/) <...> ~ w ::E ~ o :c 0- w w C/) I' I' -90.0 0.0 ~ 165.7 0.0 70.5 0.0 90.0 0.0 0.0 0.0 90.0 0.0 214.0 0.0 -52.9 0.0 ~ C> 1 N FOUR (4) ANCHOR SOL TS SUPPLIED WlTH POLES. _ b I 1:0 I I ./-_11_-+ I II I I I r-~+---~ I --~--' L----l CONC. BASE POURED IN PLACE I I BY ELECTRICAL CONTRACTOR I " (FREE OF FORM MARKS). \L = = =] "" I 1/ m r-~ V L___J. I I I I S=C-O\J 2' _Olt - ~ ...-IN N UGHTING POST o ~~I?~~D ELEVATION "'> v L:::AArolln. V A..aal.t;_ Lt;d. ARCHITECTS PLANNERS 3025 Highland Parkway, Suite 140 Downers Grove, IL. 60515 THOMAS FOX PROPER'11bS NO. DAlE BY DESCRtP110N REVISIONS CER11F1CAl1ON AND SEAL CONST. I HEREBY Ccn ,.. t 1HAT 1H1S PLAN AND tr'c.ClFI- CATIGN WAS PREPARED BY IE OR UNDER MY ..u:r SUPEfMSION AND 1HAT I 1M A lILY AELICI\CIJ ARCHI1'ECT OR ENCIN"" UNDER .lItE LAWS CF 1ME STAlE CF ,..tw.a AS SIGNIFIED BY MY HAND AND SEAL. PRO.ECT NAME WALGR~S DRUG STORE N.W.C OF PIONcJ:J< PARKWAY a Q STREET SPRINGFIELD. OREGON STORE NO. 10812 DRAWING ll1LE SITE PHOTOMETRies PLAN DAlE: 6/30/06 PRO.EC. NO.. 2627 ORA.NO NO. ORA" WR BY: T SCALE: ~' f 1 ~EWED BY: WCM pel r:'&IEI) 10 CONS1RUC11ON /' GENERAL NOTES 1. Construction sho.ll conforM to the OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION 2002 prepo.red by the Oregon Depo.rtMent of Tro.nsporto.tlon o.nd the Oregon Cho.pter of the AMerlco.n Public 'Jorks Assoclo.tlon. Gro.ding sho.ll conforM to the requireMents of the current edition of the UniforM Building Code o.s shown In the division governing exco. vo. tion o.nd gro.dlng. 2. IteMS of work not shown on the plo.n but necessOory for successful cOMpletion of this project Mo.y be required by the City. 3. The contro.ctor sho.ll not perforM work without City Inspections where inspections o.re required by the speciflco. tlons. 4. The contro.ctor sho.ll prepo.re o.nd Mo.into.ln the fo.ces of cut o.nd fill slopes to control o.goJnst erosion. The contro.ctor sho.lt fine gro.de o.ll disturbed slopes o.nd seed to control erosion. Seeding sho.ll be o.ccoMpllshed within 10 workclo.ys 0. fter cOMpletion of the slope construction. 5. Requests by the contro.ctor for cho.nges to the plo.ns Must be o.pproved by the consul ting engineer o.nd the City before the cho.nges Oore IMplerlentecl. 6. A TTENTION: Oregon lOow requires you to follow rules o.dopted by the Oregon Utility Notifico.tlon Center. Those rules o.re set forth in OAR 952-001-0010 through OAR 952-001-0090. You Mo.y obto.in copies of the rules by co.lUng the center. (Note: the telephone nUrlber for the Oregon Utility Notifico. tion Center Is (503) 232-1987). 7. During construction, runoff frOM the site sho.lt be controlled} o.nd increo.sed sediMents resulting frOM soil dlsturbo.nces sho.ll be reto.lned on-site. The contro.ctor sho.ll provide teMpOro.ry diversions} sediMent trOops} bo.rrlers} check dOoMS} or other Methods o.s necesso.ry to PREVENT AND/OR MINIMIZE NEGATIVE IMPACTS TO 'JATER QUALITY AND RELATED NATURAL RESOURCES. 8r' The public IMproveMents shown hereon o.re for reference only. Construction of public iMproveMents Is under 0. sepo.ro. te perMit. 9. Fill Slopes sho.ll not be constructed on slopes steeper tho.n 1 unit vertlco.l in 2 units horizonto.l. 10. The ground surf'o.ce sho.ll be prepo.red to receive fill by rerloving vegetOo tion} noncoMplying fill} topsoil o.nd other unsulto.ble Mo. terlo.ls} o.nd scOorifylng to provide 0. bond with the new fill. 11. 'Jhere existing slopes Oore steeper tho.n 1 unit vertlco.l In 5 units horlzonto.l o.nd the height Is greo.ter thOon 5 feet.. the contro.ctor shOoll bench Into sound bedrock or cOMpetent MOo terlo.l o.s deterMined by the soils engineer. The bench ~ncler the toe of a. fill on 0. slope steeper tho.n 1 unit vertlco.l In 5 units horizon tOol sho.ll be 0. t leo.st 10 feet wide. 12. The o.reOo beyond the toe of fill sho.ll be sloped for sheet overflow or 0. drOoln sholl be provided. 13. DetriMento.l o.Mounts of orgo.nlc MOo terlo.l sho.ll not be perrllttftd ~n fills. 14. All fills sho.ll be COMpo.cted to 0. MiniMuM of 90% of Mo.xlMUM density o.s deterrllned by test Method AASHTO T99. 15. The slope of fill surf'o.ces sho.ll be no steeper tho.n Is so. fe for the Intended use. Fill slopes sho.ll be no steeper tho.n 1 unit vertlco.l In 2 units horlzonto.l. SITE STA TISTICS SITE COVERAGE: 95,391 SF BUILDINGS: 24,838 SF PARKING AREAS: 50,857 SF WALKWA YS: 5, 163 SF OTHER: (TRASH, LOADING, DRIVE THROUGHS): 2,034 SF LANDSCAPING AREAS: 12,499 SF TOTAL IMPERVIOUS AREAS: 82,892 SF EXISTING IMPERVIOUS SURFACE COVERAGE: 44,376 SF NEW IMPERVIOUS SURFACE COVERAGE: 82,892 SQ FT less 44,376 SQ FT equals 38,516 SQ F7: Area: 95391 square feel or 2. 19 acres WALGREEN'S 14820 SO FT - 49.4 SPACES DRIVE THRU BANK 4564 SQ FT - 15.2 SPACES STRIP COMMERCIAL 5454 SO FT - 18 SPACES LANDSCAPED AREAS Sile Tolal 12,499 sq. fl. City credit area 2,297 sq. fl. Total 14,796 sq. ft. Total 24838 sq. ft. 83 spaces@I/300 Proposed parking 87 spaces Estimated fill material fo be imported: 818 cubic yards. Required building setback is 0 feet. ADDITIONAL CITY AREA TO BE LANDSCAPED 3096 SO FT IMPERVIOUS SURFACE. Any surface that either prevents or retards the entry of water into soil. Common impervious surfaces include, but are not limited to. rooftops. walkways, patios. driveways, parking lots and/or storage areas, concrete or asphalt paving, gravel surfaces with compacted subgrade, packed earthen materials and oiled macadam or other surfaces that similarly impede the natural infiltration of stormwater. Open, uncovered retention/detention facilities shall not be considered impervious surfaces. W:.3:.~ """'S' . Civil - 0-- :: \G \:::: ~S, - -- Engineering · Municipal Engineering. Land P.o. Box 10145 Eugene, OR 97440 Phone: 541 461 -9779 NO. DATE t. ,...} \_~....C". !2? I Y~,4..;,.,"':,,~,:,':~,:,.,""..:.~~.~.~\, \:.',~\~:,;::~..~<~.'\~\ _~N \ \,;, X '.:. ." ~~ \ Ldl ,g:g\.. \ ~\\\\ \ \ f ~ ~ )..:\ '. \ \ ~. i ~:~" l_,..~....~.,~.......~"....,.......,..._..__ !I // \ \ \. \ \\' \, \ ~ .,..,,,,.""""". ~!l'~ dl' ~ \\. \..~"",..,. \ ,\ \ \~. \, 1 '" ",,~,-"i< '. . \ ' " '\ \ \, . ~ I ,-" ",~~-' i~i .x) ~ \~ \~ ,,\\ \ \, '-"''''"'.~"s4'-->I!i-''^'''$~W>- ....I IJ L f. 1 j >y., ;' ~, '~ . '1. " ..$ '~ ' . , '"\ · J:~=::>:~~';::;-::::..._.____.~~~___m~"_~m_'_ \ \_~~~:~'~"'-'_~~_""~_'_""""_^N_"~""-""~~'~""~"__~ \ \-^"'-:~~~~;~-_?_'_.".~-~'''...._.~.,.._~'~.~_.....,_..,.. \ '~~~=~~~=~= 1~!:~~ll }r \ \ \ i. " " '\ '\ ~ ~ t \ \ \ \ l .~ c \ \ ~\ ~ '<j L{)1~ ~~4(~t} ~~~~ ~~~~-f ~~ ! i r.........:.............._...-.J.............,.........--^~io(.'ou,......:........_-{ .. , t ! 1 t~ , ! ! I ~.J "'~ '#'1'; - r (r...~) ; ~3.: · , ......~" ~ ~:)~ (1) ~ ....,--.......':>.~..,...:....",.::~..::.u .....-.::.._.,...-........"":O'.,..'l:'~..iyo.;,~"'t... ., " ......"'-.....':"'....,.............~-~.,."Jo.............\....:;:....~...'()'.:4...,........~,'(.._..;,n-....;.:..:...~,....4 '....~..-......-.<........................".:^' ~.~....""'t ; , ~ I ~ , ~f ; .......v............._............t._..............lo......_.....~..v ~ t ~~ t.__.."v.....-::...-........--.j ~ \ 't l 'i> !~\ ',; ~.. ~~}, \ \ ~ \. \. \ \ \ "~ \ \. '\ \. ,. 11 It TIW'fIC SIGNAl POST I _,~_ ~__~..",u~""..,,,....>~-~,."'--""-~ ...._.,;_......~"." .,....... _,..__......<~"''''~~-~,...J .. ~,,"i'<' ---->--._~. -. to1 m: LO' ~~ -I fI.- ," . ......r o;50:.'.~'..~-.'I"~........I.""i_........,,~........"'..:; r-.... . ...__J t ~ ; i L')'"itl?,E: }lJ}<l,:r ,A..rf C?Ii} 1l1?Di S~.E{Ol;;:r~l.f11~l(; (;i}d/1V:tE'..l:.?:,: ~ }~:~f~~t~."!tj~2~ XJ:#1fT " ~ ~ f . h'r 2,...,',v,.~.~,<',t'...~"l.r,~~.~7. "'-~!,',~.~"~;~~~....~.~"$", l' .!.r.~.~r' L.t>T:'~~~L}~~' ..-._::'.' .. . ,~;~" - -_ }~~ IJIO ! !:-::/.l:f,~4 (:l( lil:l S S"!T01t: E? AND ~~":..HER fl',<:::;}~~=:~\..,:>\ . .~ - \ \~~:~:~=\~;~~S1 ./ '\\ \\ f~-----"_.....,..""-'-""..~'~'-~"'-'''~,-...'1 i 1 j ( f J i , i ~ L_H"_'" t ._-:..-1>...."""'_...;...0..,_..................-;1 \ \ \ ", ;. ': \ ~!!.~L~[f/~:~l:LI1-J~ \, l \ ~ '\ \ \ \ \ .~. \ \ A,ll~l.S't [.J~i?;/l1..l~IC~'i~~: /r.,....". ./'''' '\.~. <,,\ ....,......,,-,.,...,.,...~........,,~...__,_.......,~.__-,J,._..\ '\.... ~ ~ \, " " .~ \ .,.......".....,"'.-.,::-"...~, \ ~ ...........v'>.....~..... ~-... ..~........>".~-.....'->......,,,."""Y'~~.--,.,. " , > \ \ \ \ \ ~ \ \. 'I. \ '\ \ ) \ \ \.. -." -...........----. #o"...."'~ '~""..~, \ "\ ... \ "\ \ + OCTOBER 2006 GARY REED GARY REED 'WEBER REVISION DATE DESIGNED BY DRAWN BY CHECKED BY DOUG WEBER ELLIO I t' PROJECT NO. 03-23 CITY PROJECT NO. SPRINGFIELD (APPROVFD FOR CONSTRUCTION STAMP) 1 I I.. I ____ I .. . _ I I I PRELIMINARY I I I I NOT FDR CONS'I KUCTIDN I I BY :J SUBJECT PROPERTY ~, ~ ~~ ~HYWY ~126 - -----~ ---: 50 0 ~~ 50 lOO J SCALE: 111 = 50' S. E ::- ~ ) ::X S-It:- 1 COV:~ s- ~:- S-::- 2 ST: J_A\ SiE:-- 3 JAV \G A \) G~A) \G S-::-- L. S-O~~WA-:~ & U- -:S S-iE:-- 5 0 ~ G \ A _ CO \ ) - 0 \ S S -IEE- 6 -~A -.: -.: C CO \ I r<O_ S- ::- 7 :SCJ UCALL BEFORE YOU DIGII 1-800-332-2344 T"O WORK DAYS IN ADVANCE OF EXCA \/ A TION A TiENTION: Oregon low requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules ore set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie ~ of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. b12C JOOh -OOOg5 ThOVfftlS' fo ~ fV()f~l5: /0/2-1 /Z1J~ . TOTltL PAm ~ (j) SHEET NUMBER 1 PARKWA Y CENTER COVER SHEET SITE REVIE,^, OF 6 l L:J ~ t=l X o lL.. 0::: W > o u ..-I o (Y) (\j I (Y) o / VI +> ~\O .,0 0' LS 0.., /0 0::...-1 .. OJ OJ+> E 0 0(5 C OJ+> :=:.9 lL..Cl. Site Stotistics Estimated Fill Moterialto be imported 818 cubic yords REOUIRED BUILDING SETBACK IS 0 FEET WALGREENS BUILDING WILL BE CONSTRUCTED WITH PHASE ONE. DRIVE THROUGH BANK AND STRIP CENTER WILL BE CONSTRUCTED WITH PHASE TWO" WE W:3:~ :.._0-- :\G \::~S, ).c. Civil Engineering. Municipal Engineering. Land Planning P.o. Box 10145 Eugene, OR 97440 Phone: 541 -461 9779 :~r~fl~'^-~~----"--~.~--"--- . --'<-- /'-": -+ K:7..."'I'..." r.~';,..'l""~::h....~ I ~ Lol O:l LOj 0111-1 ~-, --- - irfl ? } ~ ~ , i ~~ I ~ i ;: I ' ,~..,~,...... 1 I ;,..1 l'-tl ( ~ ~ f . ; :~~~::::~ '" ~ ~I ~I ",B I :'~ , . .i;~\ (,~) ~t; : ~ , ; , ; : ~~~ ,,' ( '0'-. ,,<I"' t ..";>(..,, \ ( , } '; .:"'k...~... ~..:...:.~..:Cr.~>~~.~.~.t.. { I ! 30 0 30 60 ~, I SCALE: 1" =30' L~rGErND t --~A-:-:C C ~CU_A~O\ ~ ~OO=- ) ~A \ AG: JA r::~\ ........................h..-.-.~...........l':'O.~_...:,.,.If'O..;:......,............"...h"'t-..."".....lo._'/.._#........)~y..,v , ~J,. \ \ \ \ \ \ \ "\ \ \ \, \ \ \ ~ \ \ \ \ \ \ ~ \ , \. \ \. '; 'oj; ~~ \. ~ \ \ ~ '" ',,\ \ '\ ~~ ~~ ,:" 'f, '* ~. \ ,""" ~\, \ \~ \ ~"~l. \ t~~:> \ #r~&it.~{ \ ~:~~ \ t~~.::.":...~.:...,i ': . / l~io.- l- I ! J , ! ... i {II- " ~ { J ~i .- .1 ~i,~ l ~o ~,(! ~ ",) ~ ! 2.frJ'Q':'1 ~ , ."rl.0'" { I '1' , \ ~"~'''A \ ~..J . .... \ V??; \ \ ~''-\ \ \ ~ \ 0\ \ \ t1\ ,,,,..,..J\. ~ t ~a\~\ ~ \ ~ ~ ~\ \ \ ~V Ie \ 1- rs lNAl . _....- ,-,., "" t ~~;;::'"- '~~~-t~~\-- \\ \ OV~~-:LOW r... ro. -+~ LO ... ~ ~ \. ~ '- -I I' _ I . f (). ~i:!;fer[~~~~ ' " b~ " ~, . ! 0. "" ; ..c::::. ~ , \ FIRST TECH 4564 SF .J V? ~ ..... SU~-:AC: )~A \AG: JA--:~\ ---. WA-:~ -:_OW A_O\G CU~3S I . C~OSSWA_ < ..~t ~\ ;.\ ~~, ~, ~ ~ \ 1, \ ;~ -f \ ".1) ;f': i 'l. \ ii, 'i. ~ ~. .~ ..... \\, }.... \ \ ~. ;< '''"'i}. '{f, \.~ \ '\ - - - . ..--1. )~J~:SS:D CU~3 3 CYC_: ~AC< " \~\ ~ . \ \ \ \ \ \\ 't \. \ \ \ \ 1 \ \ \~ , \ 25.0 ~ t \ \ \ \ ;, ~ ,~J {]}} ... ......,.~h.......,..:-~~l.....:-.............,~~_")f..........'""~..........~..;_....~_..:........'f~..... l? ;li'1 lTj ~~;:f rl~'1 ., ......~....~e,.."...."JI..~.';>'.h~lA__.........-?..........IIt'"'............v. DATE \ DESIGNED 8\ DRAWN BY CHECKED BY REVISION BY OCTOBER G~ R ED I --IJ1JUG 'w'EBtR I I III WEBER ELLIOlt PROJECT NO. 03-23 C.ITY PROJECT NO. SPRINGFIELD <1~~_OREGON..~~~ VCt~,_~~ AS G. EXPIRES"30JUN2008 NO. DATE IICALL BEFORE YOU DIGII 1-800-332-2344 T\VO YlORK DAYS IN ADVANCE DF EXCAVATION A TTENTION:Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie; of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. . )RE _IMINARY I I FOR CONSTRUCTION I I (APPRO~ FOR vQN~lB.Y.CTIQN STAMP) s. ::::- ~ ) ::X S- ::T COV:~ S- ::T S-~~- 2 S-: J_A\ S- ::- 3 JAV \G A\) G~A) \G S- ::T 4- STO~~WAu:~ & U- _ T :S L:J ~ ~ X o I.J.. z <r -' CL S- ::- 5 O~ G \A_ CO\) TO\S s- ::- 6 -~A ~~ C CO\ -~O_ S- ::- 7 :SCJ PARKWA Y CENTER SHEET NUMBER 2 OF SITE PLAN SI'TE REVIE\v 6 W l- I-! (/) (\J o (Y) (\J I (Y) o / lJl .p ~\O -J 0 0" ~8 0.." /0 ci:...-l -- OJ OJ.p ~ 0 0(:5 c Q).p ::::::.9 I.J..CL Site Statistics Estimated Fill"Malerial to he imported 818 cuhic yards REOU/RED BUILDING SETBACK IS 0 FEET WALGREENS BUILDING WILL BE CONSTRUCTED WITH PHASE ONE. DR/VE THROUGH BANK AND STRIP CENTER WILL BE CONSTRUCTED WITH PHASE TWO. ;. R-;", RIM ElEV. PER PLANS . ~ 1 , ., . I . " ~ .;.:" .'.. . f.. , .. . .. · "4 . 4l ..... -i' .~ : ; \ . . . .' ." t. ..': fI.-'" .... :.. .... . .~ -:t _.*. It:', '4";: ~.;t ~ .. . :. ..," . . · '41.'.. ~-'t~ () ~1~,:: . .': . ' · :. · '. -.:w,. '!: ...... :: .' '.. ',' :. .., .. .... . t ...( I". ~.. -12- MIN. . ~', ..,. ~. SUMP .~..: :,. ..~. ... ~'..A, .r,'.' .... .- -.~.. .. tf- ., . ~ -"..... :., .. ,""'.'" ... t. :...... .,. t :., ~. ..: ~ ..' ..: :. '.'. '. ~ '. r' .~ :.~ ....' .l-.. . 6' .,,-'.'.'" .... ~.. A .--x:; - '- . SEE NOlE 1 A A DITCH . BOTTOM .. .- ) , " . U) ~ ~."I, ig ~ ""lI r I . ~ I - 'I ~ ~I- II j- l:1 - DITCH ~ ~ __J FLOW' '~ -TI- -~l L.:"=-=--=.=.,=,"=:. .,J -to ~ J, to .. '- . .. .. PLAN f 6- , ~ , 2t o. , 6- , , , f ,- 3t o. , , SECTION A - A 2t 4-3/4- .( ,r I '.......,,,., .. .....1 1/2- X 2-1/2. SQ. -EDGE FLAT BARS--'" .A. 2t 3- ,r (8) SQ. EDGE FlAT BARS I 5N x 2-1/2- x 2' 8-3/4- I~ 't.: J' -" _I 2' 3-3/8- . ~ It) ,yJ.l" .1 .1 . YI . 't ~ . ~ ~ ... 1 1 /:2- - _,. SPACING ""'1-1/:2- ,,~ 3- ON CENTERS . , U! II \I II 1/ II lULl ~ a:.... 2-1/2" I % III I _ 4 ANCHORS~~ 1/4-V 5/8- X 3" BOLT '. .. ~ 2 EACH END ~ . -2-1/2 4 CORNER~ -4!0 j 3/16"V 3- X 2-1/2- X 3~ ANGLE ~ ~ -*,~ -;', '- 2-1/2- \ 3/16" ~ AlLSlDES ,...c_c__'_ _~..~ ALL BARS 5/8- X 2-1/2" / SQ. EDGE FlAT BAR , . -:=' n~2-1/2- (..a NO~ FRAME & GRATE 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE. LOCATION AND INVERT ELEVATION. 2. FRAME & GRATE SHALL BE ASTM A-36 STEELt HOT-DIPPED GAL V. Af- I t.R CONSTRUCTION. 3. ALL CONCRETE TO BE 3000 PSI AT 28 DAYS. BI08WA~S: TYPE a DITCH N..eT CATCH BASIN (NTS) >- <( 443 SLOPED SIDE 2 FEET WIDE SLOPED SIDE 2 FEET WIDE .5.W;4tf I 80 TTO AI l ~~t rrtttiE 442 II. ".. o I I I I 4. I ~ a 6 5 4" II HOPE SLOTTED - SU8DRAIN @ ,003 ftlff wrapped in filfer fabric ~ -SAND/SOIL MIX - PERMEABLE GRA VEL X-S-CT. --Y:JCA_ 30SWA_- NOT TO SCALE W :: 3 :: ~ :: _ _ 0 -- :: \ G \:::: ~ S , :> . C . ,,=' Engineering · Municipal Engineering. land Planning P.o. Box 10145 Eugene, OR 97440 Phone: 541 461 -9779 Civil \ \ \ \ \ \ \ \. \. \, " \ " \. \ < \ \ ~{ ti v. \ '\ l >;;. '\ .\ \ ~ I' '" ~ \. ~\ '(:::):7C51'.-------.------- /:Z~ ... . , ~ I, '\ \ I ' 6" 17" Slope 2% nann. -4-"-tlI ..:: ;:... 1-1/2" R. ...... "'-1 n '\~ I - , {">, '.' . Batter 6:1 ~ T,_ ...~ . '... ,.." . .... . .. 4 ,.... ,'.. :", ' .. a. :", ' .. a. . i...; 24" DEPRESSED CURB AND GUTTER broom finish on all exposed surfaces ....12" .......1Z---... ;,.... -c 12' .. CURB 6-: ~ NOllP / CURBS: 3500# FIELD STRENGTH 6.3 SACK MIX :~i.~::.~: :~4~ ~ ... -\' ....-. .tWgz~t ,_. _,. . ,.;,; ::irrfj~"=~i~'1i :~.~. " .. "t:.r;:lf.t~.I.~:.. .... 't#:CV((l:~;; ::. ':'.*:' '"~. .f ;sEcfJa'lt"..:;. .....:::::' : ...~.... A".....~' .".. "~..A";:'" '( \ 30 0 ~ 30 60 I GUTTER BAR ELEVATION OF CURB AND GUTTER not to scale CONCRETE STRENGTH: FIELD STRENGTH LAB STRENGTH 3500 PSI 4025 PSI 3000 PSI 3450 PSI ~~\ , k J ~~ f 4tI.II I +- I I "'" ( I "Ii~ f6t69 I ~~ te I +- I , \ , 'ifi ! ... ~, ~ij ~ I ~ f'" U) ~m~ ... ~ 1.0 ~ 1.0 I I I j ) J I I ! ) i I I SCALE. 1" =30' NOTES: 1/ AlL CURBS TO HAVE %11 EXPANSION JOINTS AT MAXIMUM 100 FOOT INTERVAlS AND AT POINTS OF TANGENCY. 2/ CONTRf?~GTION JOINTS SHALL BE SAWCUT IN GREEN CONCRETE, 2" DEEP ACROSS THE ENTIRE CROSS SECTION AT 10 FOOT INTERVAlS, EQUIDISTANT FROM DEPRESSED SECTIONS, TO CONTROL CONTRACTION CRACKS AND PREVENT THEIR OCCURENCE IN TIiE DEPRESSED SECTIONS. 3/ DIMENSiONS ARE NOMINAl: VARY TO CONFORM WITH CURB MACHINE APPROVED BY ENGINEER. ... Vat. 5'.{)" Min. LB'GA'ND .~~ f6 ..... , \ t -~A-::-::C C ~CU_A-O\ " ~OO:- )~A \AG: JAr:~\ Dummy joint 1/4" deep "V" groove \ 6" , ".i., ,,. .. S1.2% H/3WR. ~...i.. ... ....!orf(,~.;.T,; :':'\ ~t ~,~ ~ '-.:..:. , , ~ t 12" " '. ;.,' .; ~ .. ......"... ., L g.) MONOLITHIC CURB & SIDEWALK ** As specified in plans. Min, 4'. If sidewalk is intended as portion of a dwy. or mountable curb is used min. thkn. 6". not to scale +- FINISH FLOOR: 445.5 '~ q _ I i;11f f{~:l ~ " "-. f ~~ .~ 1-0- ~~Iti~ci~ ; ! 0. ". 1 ........ , \ OV-:~-: _OW DEPRESSED CURB ALONG BIOS-YALE FIRST TECH 4564 SF TRAFFIC SIGNAL l POSTV .J V1 \ ~ ..... SU~-::AC~ )~A ~AG~ )A~--~~\ SCAI.E: N. T. S PARKING LOT AN/J /JR//EWA YS WJJ. ~ ' c 3 W HOT MIX ASPHAlJ PAVEMENT (TWO UFTS) WJJ, OOOOOOOo~QOOOOOC '0,1 011 to ~II~ )000000 600e 4 ~ )OOoo<.?o?oooC;>o<? oooooo~c, _ crus lea roc O.p6'oo060uo~0 ot' 811 f lUll . o 0 0 0 0 0 ( Ot( 0 72 mmus 0000000 II ,ogogogogQ:gogo 6 of 1 ~" crushed rock oooooooo~oooo. maxImum ./ 0000000000000( crushed rock / oooooooooooo.o( ..-/ ~o~o,~~o'1oeo(. ~ \~~\);~~~ \.- ~i; COMPACTED SlJBGRA/JE TYPICAL SECTION NOT TO SCAlE ~Y) C A _ ) A ~" \ G S) A C -: S 9' X '9' IICALL BEFORE 'YOU DIGII 1-800-332-2344 TVlD VlORK DAYS IN ADVANCE OF EXCA V A TIDN : ATTENTION: Oregon law requires you to follow rules . adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 ;through OAR 952-001-0090. You may obtain copie, 'of the rules by calling the center. ! (Note: the telephone number for the Oregon Utility jNotification Center is (503)232-1987. PARKWA Y CENTER PAVING ~nd GRADING SITE REVIEVI I , , , j , _"~'W~~"~~M"~,""","~_, ., '1 f i ~ WA--:~ -::_OW A_O\G CU~3S "J.,~ ~,~..}. -.'.-..., :'ve". -~ j ! . 43 ! ~ ! f i t~~i t5!., ~.~ ~ '~'! ----- ~ C~OSSWA_ " -,/ \\ \~ _..,) ffil443. 7 ):)~:SS~) CU~3 .,p 1{p Fu 444.5 t," ".~ ~~" ~,1 - ..EiiIIfLl- ~.''r"(~r>> } 14. 1 ~~~ ......--- = c::::o::: -= f6#l44.0 \"...\ I~ \ \ en ~TOP \ "" · \ \ \ \\ \~1411 \- ~~~ ......--- i=5 ~ 3 CYC_: ~AC" FINISH FLOON: 444.6 +- ... 'lUaLg~ STORE 110812 NWC PIONEER PARKWAY AND Q STREET. SPRINGFIELD. OREGON. s -:: ::- ~) ::X 1 U:: h~ ~g !,~ 11 FINISH FLOOR: 444.6 l,:'h~ \t\ 11 t '443 \ I \ f6444;5 ; ~f~w#\ . - ~ \\ --I · ~ fJ44wM S - ::T 5 0 ~ G \ A _ CO \ ) - 0 \ S FINISH FLOOR: 444.6 t S --- - - - COV:~ s- ::- '1 \. ~ \ i., \ \ \ ; \ \ \ ~ \ \ ; ~ , \ \ \ \ ... \ \ ~ S- ::- 4 S-O~VlWA-:~ & U- _ T:S tr)~ ~ ~ S- ::- 2 S -: J _A \ .~ ~, \\ \ \\ \ \\ \ '\ , \ \ \ \ \ ~l: \ ~ ~~ ::: qp'prox~ SL S- ::- 3 JAV ~G A~) G~A) \G .: ,f6444.3 :c:', < : ~ i <' rP'l#f.44, 5 fl ;444. ? 1 '~ \ l. \ ~ \ S- ::- 6 -~A-::-:: C CO, -~O_ ~ ~ t'\i ~ \ 1~ ~ "'\ \ \\ S- ::- 7 :SCJ ':"...! .' " Il.~."...,~;~."'I.............._~.t...,..:.........4......~...~....._:'"'7<~....._ "~.'!> tr") Jl J . '---o"{".-....(.......\~~.........,p,..,"_"""""'~___........v.~v.......-. . (::~ r;~~f p .ri1 fi~7 rJ1 (.o.~'"'-"""'""-....,.......lo"'-...~,' ~....~..",..:lI~ot..-..::...l.I..._..'ff:.f'.~.....f_..~...".. M..-~-.e"'....."'""".<r...~l.y..............l.~~.~ 4<.",.........,.....,,1001", - . . -~r...-~-.:'~.....-Jf..l""-J.......">\-~":~\.""'''''-lo....... DATE REVISION DATE OCTOBER 2006 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG ~EBER WEBER ELLIO I I PROJECT NO. 03-23 BY CITY PROJECT NO. SPRINGFIELD -'&fROVED FOR CONSTRUCTION ~TAMP) I ' ~ ~ _I ~I ~A ~y I I NOT =-OR CONSTRUCTIlJN I I f Surface of Pavement 3.112" asphsl S'granubrbase Stlbgrads SHEET NUMBER 3 OF 6 L:J :3 o X o lL. W o <I: ~ L:J <<S W > <I: 0- (Y) o (Y) (\J I (Y) o ./ IJI +> U OJ\!) -,0 0"- toO 0....-1 ./a 0::...-1 -- ()) OJ+> E:: 0 g(j OJ+> _ -' 0 ~i:L . \! f>-ul-l\ ?,B t\3'< UI\UI'<"\-IOI \301 . \J {:\u'- \ GROu~D 233-'-{:\ ~BO\J( \~Sl f>-I-~(D (Qu /1--1- {:\t>?R 0 DOUBLE DETECTOR CHECK 7AL-'.&' sr:ALe N.T.S NOTES: 1. DETECTOR DOUBLE CHECK VALVE AND ENCLOSURE SHALL BE INSTALLED AT POINT OF SERVICE, OR IN AN ALTERNATE LOCATION APPROVED BY EWEB OR SUB FOR THEIR RESPECTIVE SERVICE AREA, BUT NO MORE THAN 10' FROM POINT OF SERVICE. 2. DETECTOR DOUBLE CHECK VALVE ASSEMBLY MAY BE INSTALLED VERTICALLY, PROVIDED THAT THE ASSEI/BLY: A/ IS RECOMMENDED BY THE MANUFACTURER FOR VERTICAL INSTALLATION AN/) B/ /S INSTALLED IN AN OI?IENTATION AS LISTED IN THE CURI?ENT "APPI?OVED BACKFLOW PREVENTION ASSEMBLY LIST" (OREGON DEPARTMENT OF HUMAN RESOURCES, HEALTH SERVICES 503-731-4007). 3. ALL CLEARANCES APPL Y TO OUTSIDE, IN-BUILDING, OR VERTICAL INSTALLATIONS. 4. INSULATION-FREEZE PROTECTION TO BE INSULATION AND/OR HEAT SOURCE TO KEEP ENCLOSURE AT A MINIMUM TEMPERATURE OF 40.F (NFPA 13-4-5.4.1.1). 5. BORE-SIGHTED DRAIN TO DAYLIGHT IS HEOUIRED FOR ALL SUB INSTALLATIONS. ALTERNATE I/ETHODS MAY BE APPROVED BY EWEB FOR DEVICES IH ITS SERVICE AREA. ALLOWABLE ALTERNATIVES MAY INCLl/DE: A. DRY WELL (2 CUBIC YARD MIHII/UII) B. SUMP PUMP 6. ASSEMBLY TO BE INSTALLED ON COMPACTED GRAVEL Of( UNDISTURBED BASE. l. HATCH, NINIMUM 3x3; SPRING ASSISTE/), GALVANIZED OR ALUMINUM DIAMOND PLATE. 8. ALL ASSEMBLIES 2 ~ n AND LARGER SHALL HA VE FLANGE SUPPORTS. 9. ASSEI/BL/ES INSTALLED BELOW GROUND LEVEL SHALL HAVE WATERTIGHT PLUGS OR CAPS INSTALLED ON THE TEST COCKS. 10. WATERTIGHT GROUT WILL BE USED TO SEAL OPENINGS. 11. IF VAULT DEPTH EXCEEDS 4~ USE OSHA APPROVED FIXED LADDER (OAR CHAPTER 437, DIVIS/ON 2, 1910.27). 12. REINFORCED CONCRETE VAULT (ASTM C-875). 13. FIRE DEPARTMENT PUMPER CONNECTION PER LOCAL FIRE CODE. fiRE SERVICE ASSEMBLIES SHALL BE INSTALLED WITHIN 100' OF EWEB'S OR SUB'S POINT OF SERVICE. 14. ALL PIPING PRECEDING THE DOUBLE CHECK VALVE SHALL BE CONSTRUCTED OF POTABLE APPROVED MATERIAL (e.g. PVc, UNED CAST IRON, OR DUCTILE IRON). 15. NO OUTLETS OR CONNECTIONS (INCLUDING HYDRANTS) WILL BE PERMI"ED ON FIRE SERVICE LINES PRIOR TO THE DOUBLE CHECK. AS RE()UIRED BY OAR 333-061-0070 AND THE OREGON PLUMBING SPECIALTY CODE, AN INITIAL TEST PERFORMED BY A STATE CERTIfiED BACKFLOW ASSEMBLY TESTER IS RE()UIRED AT THE TIME OF INSTALLATION, WITH COPIES FURNISHED TO: 1. THE OWNER 2. THE WATER SUPPLIER J. THE BU/LDING OFFICIAL ,vs W:3:~ :__0-- :\G \::~S, J.C. Civil Engineering. Municipal :ngineering. Land Planning P.o. Box 10145 Eugene, OR 97440 Phone: 541 461 -9779 .-. -- J6' Of 611 ~'rc , ,006 Ii ': f '4().~ ~/ .- - ~ - \~l" ----.--:r7' , ~- ~,~ ,.~, 1 -;. .L:" .., .(;.~- ~?~ I~ ~~ I :n ~ .. . ~ ~ ~ ~ '~ ~ I ~I ~ I ~ ,1' ~ \ I \\ ~ \1 \1 \ ~\ \ I \ \ L (mCTRIC f 4,18. 1 i7 I i 438.45 :;' orttt~(I(J/J 1111 ~~/~ ~ ~ , ~ "- :~/ ~ ~ f / J ~ wv ~ FINISH FLOOR: 445.5 I - I mint 442.7. ~R 0 ~ I' lti III .t :i ti: o z ~ ~ rJ ~ / n >( I I .E4AL4. f 44o.:t ~ 30 60 :0 ~ o 7, tr=j '(I} \ ' .~ SCALEI 1" =30' ~ l~~ij ./' ~~I~ I I I .- I I I .E 444 694- i ) f 442. 95 I .- I I I 1 I ! ) \ ' I ! I ... I I r ~ rn. ~ 1O ~ 1O FIRST TECH 4564 SF ~ \ \ .., \ , .i I 0- ?,;:-:n-..--c~~~. "~ll ~ -', J-A1 fOo05 c.f42.~ ~ ':J!:!t- \, '\. ------- 'g" ~~ \, , \~ .(). ~}r,. '\ NEW HYDRANT: - FROM SCOURING I:J.SING A RIP-RAP LAYER OF 1 ~n ROCK IN ]j II/NEOlA TE AREA DISCM '1PE. t/l////) ~ . , ' ~1 --,-- ~.'- ;1 . ~ ~~~ ~~~ ~~~ ~~ 2S "" 'lU<<L.g~ STORE '10812 ~~NWC PIONEER PARKWAY AND Q STREET, SPRINGFIELD, OREGON. ~ t...'.',.,. .. 6" PIPES 10 OISCHA!i(J.. '[ A, 1 BASE / ; : " ELEVA TION OF BIOSWAlf. ~ ,DISCHARGE AREA TO BE PROTECTEO FRON SCOURING USING A RIP-RAP LA YER OF 1 ~ n ROC/( IN THE INI/EDIATE AREA OF THE ,c. OISCHANGING PIPE. FINISH FLOOR: 444.5 STORM DRAIN POINT CROSS :ALK., ~ ~ , , " Q" <: <: :> ---~ STREET CONCRETE CURB & GUTTER RIKF' DATI-! BY OCTOBER 2006 GARY REED GARY REED DOUG 'w'EBER ~WEBER ELLIO I I PROJECT NO. 03-23 CITY PROJECT NO. SPRINGFIELD (APPROVED FOR CONSTRUCTION STAMP) DATE DESIGNED BY DRAWN BY CHECKED BY I P ~ ~ _I ~INARY I I NOT FOR CDNSTRUCTION I I DATE REVISION PARKING i_OT STORM SE~ER CATCH 8ASIN 24" Souore With 4"9J or 6"9J Outlet Oil & Greose Filtrotion Svs.tem STATE APPROVED - ASPHALT DIPPED 1. Box fabricated from 10 GA. material 2. Bike proof, heavy duty traffic grate ./ Suports AASHTO H25 loading Flo-Gard ™ Filter Insert ( Model FF24D ) High Flow Bypass Neoprene Gasket (Two Sides) - ~ .~ ..c:: ( alA l ~ ~ 24 "SOUARE GIBSON STEEL BASIN~"; 247 WASHINGTON ST. EUGENE, OR 97401 (541) 687-8672 (Fax 541) 687-0033 Flo-Gard ™ is a Trademark of and Manufactured by KriStar Enterprises, Inc. ( Pa tent Pending ) MODEL # C&BF1()-J8-M6 Itw: 12/11/02 notes,' l' finished slIrface elevation of that point = Fe ELECTR/~ PHONE, CABLE POINTS OF CONNECllON HA IE YET TO BE DETERMINED, s. :: ::-~):X S- ::T 1 COV:~ S- ::u S-::- 2 S-: J_A\ S- ::T 3 JAV \G A\) G~A) \G IICALL BEFORE YOU DIGII 1-800-332-2344 T'JD 'JDRK DAYS IN ADVANCE OF EXCA\' A TION ATTENTION: Oregon law requires you to follow rules" adopted by the Oregon utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie; of the rules by calling the center. (Note: the telephone number for the Oregon utility Notification Center is (503)232-1987. S- ::- 4 SUO~~WA-:~ & U- ..:S s- ::- 5 O~ G \A_ CO\) -O\S S-::T 6 -~A~~C CO\-~O_ s- ::T 7 :SCJ PARKWA Y CENTER SHEET NU'MBER 4 OF STORM'^' A TER '8c UTILITIES SITE PLAN REVIE\N 6 l:J ~ o X o L... ....J ...... I- :::J ..q. o (Y) (\j I (Y) o /' , lfl +> ~\O -}o 0"'- s...O 0........-1 /'a 0::.......-1 -- OJ OJ+> E cS g~ OJ+> ~O G:O:: -_.._--_...._........_-_.._-~..._---.....__...._-_.._.._- ...----1.........--...........--......------..............--............................................-.................-................-...--..................................................-............................................-................................................................-.......--......................- ; j1, OREGON JULY 15J 2003 KENT BAKER " #59885 ../ EXPIRES 12-31-2005 30 0 30 -.-.-- SCALE: 1// =301 60 ~ NOTES 1) TITLE REPORT ORDER NO. 199355-RD DATED JULY 18, 2003 WAS PROVIDED BY WESTERN PIONEER TITLE CO. OF LANE COUNTY FOR LOCATING ANY EASEMENTS THAT MAY AFFECT THIS PROPERTY. 2) EASEMENT RECORDED APRIL 19, 1974 ON REEL 686R, RECEPTION NO. 74-15867 IS NOT CLEAR IN WIDTH AND LOCATION; THEREFORE IT WAS NOT LOCATED ON THIS SURVEY. 3) COVENANTS, CONDITIONS AND RESTRICTIONS MAY AFFECT THE SUBJECT PROPERTY. 4) UTILITIES WERE LOCATED FROM MAPS, FIELD MARKINGS AND VISUAL INSPECTION. UNDERGROUND UTILITIES SHOULD BE FIELD VERIFIED BEFORE ANY CONSTRUCTION TAKES PLACE. 5) SOME INVERT ELEVATIONS ARE FROM CITY OF SPRINGFIELD SANITARY AND STORM SEWER MAP. WE FIELD VERIFIED STMH#3, #4 AND CI# 1 . 6) WE COULD NOT FIND THE SANITARY SEWER CLEANOUT OR THE STORM SEWER MANHOLE LOCATED AT THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY. THESE SHOULD BE FIELD VERIFIED, IF THEY EXIST. so ; 1 DA~~A ELEVATION DATUM so _ uy): \AV,E , 9 3renner si ty C ay com 3L. Courtney grave y si ty c ay cam , 19 Sa em ur)on one com) ex WAU:.~ -A3_: 0'-' .0' )erCleC 0' -' .5' )erc led > 6.0' ELEVATION BASED UPON CITY OF SPRINGFIELD BENCHMARK NO. 282; A 3" BRASS CAP LOCATED AT THE NORTH END OF THE CURB RETURN AT THE NORTHEAST CORNER OF 2ND STREET AND Q STREET. ELEVATION = 447.81' ~ REGISTERED ~ PROFESSIONAL LAND SURVEYOR . s ~ ::.... :~) ::X " ,,,. , ,.., ,... S1:.:- # COV:~ S-1::- s_::n 2 Su: J_A~ 5-::T 3 JAV \G A\) G~A) \G IMPERVIOUS SURFACE. Any surface that either prevents or retards the entry of water into soil. Common impervious surfaces include, but ore not limited to. rooftops) walkways. patios, driveways, parking lotsond/or storage areas. concrete or asphalt paving. grovel surfaces with compacted subgrode, pocked earthen materials and oiled macadam or other surfaces that similarly impede the natural infiltration of stormwater. Open, uncovered retention/detention facilities shall not be considered impervious surfaces. IICALL BEFORE YOU DIGit 1-800-332-2344 TV/O 'JORK DAYS IN ADVANCE OF EXCAVATION ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules ore set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie $ of the rules by calling the center. (Note: the telephone number for the Oregon utility. Notification Center is (503)232-1987. S --.oO . .... ... .. [. SUO~VlWA--:~ & U- _ - :5 ~ S1::- 6 -~A-:-:C CO\ -~O_ :L:J :~ ~~ ix iD :l1.. \:J ~ 1-1 ~~ ~D -If) o s- ::- 5 O~ G \A_ CO\) -O\S :(Y) :(\J _ 1 ~(Y) :0 ~/ : lJ) SHEET '.p : U NUMBER' .~~ '0,", 5 '~~ /0 ci....-I OF OJ ~ E d o"t:5 6 ~~ " , ,,,', ....",..".. " , ''''_~ l1.. 0- S-::- 7 :SC) w ~ 3~ .~ ""\""\""5' I Civil - 0-- :_- ' :\G \:~~S, 'd~~~~OREGON .G}~~- vt/~ 19X.<Sv vq._ ~\.'V AS G. . EXPIRES -'-'30JUN2008 - NO. DATE REVISION DATE IOESIGNED BY GARY REED -iDRAWN BY GARY REED CHECKED BY DOUG WEBER ~;WEBER ELLIO II PROJECT NO. 03-23 BY CITY PROJECT NO. SPRINGFIELD I P ~ S ~I :~INARY I I NOT rOR CONSTRUCTION I I PARKWA Y CENTER Engineering · Municipal Engineering. land P.o. Box 10145 Eugene, OR 97440 Phone: 541 461 9779 ,Il._- ORIGINAL CONDITIONS SITE PLAN REVIEVI .. ,_., (APPROVED FOR CONSTRUCTION STAMP) .1,_1 : ,1.._UI.III.".."I.. ,II... ,I 1..._.11." ,1_1..1, .1.,1.,___ , _._.....~....__.._............._..........._..*.__.............................................._..................._..........................__.........................................................._.............................._...._.....-.................._.............._..........,..........._..............._.........................__..............._.._............._..;...............__........_.____.............._..............._.ow.......:......_....... 1 .__...__,..._.__......._,..,.........,..,......,_,.,_...,.,.....,.....,_,..._.._........,.,...,..,_....._.,.,._,1,__.,....,._..__.._..,.,_,.,..._,.....,._........,.........._.,._.......,..,...............,..........,...,......,...............,...,.,.....,.,........,.......,............,.,....,..........................,.....,...,.,.....,......_..,.......................,....,..................,...,...,..,.,.....,..,.........,.........,......,......-....,...,....,..............-,....,...,....,..l I ~. 40 0 40 80 '~ """-''''''''''~'''-'""~~'T''"'"'-'-l SCAlEI 1/1 = 40' S .:: ET \. ):X ." , " .. ."" s- :-:-- , COV:~ S,::U s-::- 2 S-: J_A~ s-::- 3 JAV \G A\) G~A) \G S-I::- 4 S-O~~WAn:~ & U- _ - :s ; l:J )'; p X .0 It.. U I-f 1.1... 1.1... <I: -~ I- \0 o IICALL BEFORE YOU DIGit 1-800-332-2344 T\40 \JORK DAYS IN ADVANCE Of EXCAVATION -ATTENTlON:Oregon low requires you to follow rules' S- ::u 6 n~A-::-:: C CO\ -~O_ adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 . through OAR 952-001-0090. You may obtain copies of the rules by colling the center. - S - =-::-- 7 =-SC J _ (Note: the telephone number for the Oregon Utility. - - - Notification Center is (503)232-1987. . . s - ::::T 5 0 ~ G \ A_ CO \ ) - 0 \ S . '(V) .C\J : I : (V) o / I.f! .p ~\.O --,0 0'- s...O 0...-.1 /6 . 0::. .-I O F '.. OJ ! , OJ.p j :f:.--<1 - d v ! 6 c () ! , Q;.p l .....;0; J ~Pl3.QYf,.Qf9R. 99l'l$TR,I)9lLQN ~AMF') m" G: 1L I ,.._____...,...__._......__...,........____,.._......,.,........,............,...........,........,...,......_....,........................._,..,...L....,.....,.....,..........,.............,...,..,..,.....,........,.,.....,....,..,...,..,..,...........,...._........,..,......_,.......,...,....._....,.......,..,...,.........,...........,.,.,.......,....,.'..,...,.,..'............................,.._........,...,.......,..,.........,............,.....,................,...........,.,..,.,............,.....,.,......................,..,............,..,..,.,......1 .. , · DATE OCTOBER 2006 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG ~EBER .WEBER ELLIO I r PROJECT NO. 03-23 CiTY PROJECT NO. SPRINGFIELD SHEET NUMBER 6 - G - - RS -.- \-.~ _\ . ".~-~ , : '0-- =- -- WE3Ec~ ,WE Civil PARKI/().l Y CENTER Engineering · Municipal Engineering. Land Planning P.o. Box 10145 Eugene, OR 97440 Phone: 541 -461 9779 I I PRELIMINARY I I I I NDT FDR CDNSTRUCTIDN I I TRAFF-IC CONTROL ",. a'~~_o OREG.O.NN~.O'~~{~. ....,. - V;/~ 19~<& - .' vCLAS....'C;'. ~\,v . ; . EXPIRES'''30JUN2008 NO. SITE PLAN REVIEVI BY DATE REVISION i" . ,.. ..\, ,.,.,.._..,.1 General Notes June 2004 1. Prior to any ground disturbance on the site one inspection with LDAP stoff is required. Issuance of this plan does not relieve the permit holder and or the contractor from 011 other permitting requirements. Prior to beginning construction activities. 011 other necessary approvals sholl be obtained. 2. The erosion and sediment control measures shown on the plan ore the minimum requirements for anticipated site conditions. During the construction pertod, these measures sholl be upgraded os needed for unexpected storm events and to ensure that sediment and sediment-laden water does not leave the site. 3. The implementation of the ESCP and the construction. maintenance, replacement, and upgrading of the erosion clOd sedIment control measures is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established. 4. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the construction period. no disturbance beyond the flagged clearing Umits shall be permitted. The flagging shall be maintained by the permit holder and or the contractor for the duration of construction. 5. The erosion and sediment control measures on active sites shall be inspected and maintained daily and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at least doily during prolonged rainfall. Any required repairs or adjustments shall be made immediately. The erosion and sediment control measures on inactive sites sholl be inspected 0 minimum of once every two (2) weeks or within 48 hours followIng a storm event. 6. All erosion and sediment control measures shall be protected from damage at all times. Control measures shall remain In place until permanent re-vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediatel y. 7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September .30) sholl be immediately stabilized with on approved ESC method (seeding Be mulching with straw, bark. compost. or plastic covering. ect.). 8. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right-ofways ore kept clean and free of debris. Street flushing is prohibited. 9. When trucking saturated soils from the site. either water-tight trucks sholl be used or loads shall be drained on site until dripping has been reduced to no more than one gallon per hour. Sediment laden water will not be altowed to enter the storm water system 10. Extracted ground water from excavated trenches shall be disposed of in a suitable manner without damage to adjacent property, City's storm water system. water features, and related natural resources. Approval of a dewatering system does not guarantee that it will meet compliance or be acceptable for use in all situations. Modifications to the dewatering system will be required if compliance can not be met. At no time will sediment laden water be allowed to leave the construction site. 11. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions sholl be maintaIned at all times on the construction site. 12. No hazardous substances, such as poInts. thinners, fuels and other chemicals shall be released onto the site. adjacent properties, or into water features. the City's storm water system, or related natural resources. 13. The ESC facilities sholl be inspected daily be the contractor and maintained to ensure cOl'ltinued proper functioning. Written records shall be kept of weekly reviews of the ESC faclltties during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May1 to September 30). For More Information City of Springfield Public Works Engineering 225 Fifth Street Springfield. OR 97477 Phone (541)7.36-10.37 (541)726-.3591 www.ctspringfield..or.us i. \ \ \ t. \ \ \ ~ ~ \ \ ;'-"" \ f~ \ \ ~ti. \ \. \"~ \t \ ~~:r~:}. "" :,/:~~~~~." :/ ./r ~ /f '~,., . \ \ \......'r"..sI, \ :~;: \. \ '<"" , \~\ -~~, I I I I , ( ; .. I ~~ I ... I ~t I , 'I \ ' ( ! , C- I J:':t.t ~ if). ~~I~f ~ to ~ to LOT ~3400 ~~ ~i~"~~: tJ~1!5' ~ .Fl \..- I ~ ~ 7 $, --,.........._...JIWf~l'~ "", ~ ,..- ~ ~ ~ ~ .".. ~ ..............#....~,:~ FIRST TECH 4564 SF \ TRAFFI SIGNAL POST \ .,,,..""....__.~N""...~..'.\-...........'_;:OO"'..... ! 1 ! 1 i I i ! ! ----- ~ @ ~ ". V /.l '..,//) ----t-- 4 . ., , . -, iiii'li. i ~ +-~~ -= \"\ ~, ) . trop \ ~, 1\ \ 1 \ \ I \~ I \. I I I ,t t \ 1 \ \ 1 \ \1 \ ~ \\ 1\ \ L<- H" r' lll\ I -~ ~ ~~~ ~ j;E: ~ If' (,.~) \ ~~".._.....::;." ~~:::". ~ ~ /',.....,........ .. ' ~ . ~ I (!) .~4.tg~ STORE 110812 Nwe PIONEER PARKWA.Y AND Q STREET. SPRINGFIELD. OREGON. \ " < \ \ \ \ \ " ~ " \ ~ \ ~ \ \ \ \ \.; ~.\ \.\ :;. , \ ~\l \ \\ \ \ \. \, , \ \ '" \ ."..,....."...........;/ ) r~IY~) ~ ! L..l_.J ,/' r'\. 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DATE SHEET . - -- PARKWA Y CENTER NUMBER DESIGNED BY GARY REED ""y Civil Engineering · Municipal Engineering. land Planning_ DRAWN BY GARY REED I I PRELIMINARY I' I 1 P.o. Box 10145 CHECKED BY DOUG 'wiEBER I I NOT FOR CONSTRUCTIDN I I ESCP OF Eugene, OR 97440 'WEBER ELLIO I I PROJECT NO. 03-23 SITE PLAN REVIEVI 1 Phone: 541-461-9779 NO. DATE REVISION BY CITY PROJECT NO. SPRINGFIELD (APPROVED FOR CONSTRUCTION STAMP) ,- lito ~ ~~h~~ GRAVEL ACCESS PAD (2-3 INCH OPEN ROCK) ~ AREA OF DISTURBANCE 2.38 ACRES ..... PROPOSED DRAINAGE PATTERN CONCRETE \JASHOUT @ IT A TRASH AREA (DUMPSTERS) 25' MIN. RADIUS 8" MIN. DEPTH CLEAN PIT RUN ( OR 2". MINUS CRUSHED ROCk ON GEOTEXTILE AS REQUIRED' 20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL G~A v- _ CO\ S-:~JC- 0\ A- Q S-~--- - X ~... (:0 )e construc:ed) NO SCALE S --- . . . . -- ~):X S1::- 1 COV:~ S- ::T s-::- 2 S-: )_A\ s- ::- 3 :>AV \G A\) G~A) \G IICALL BEFORE YOU DIGII 1-800-332-2344 T'JO WORK DAYS IN ADVANCE DF EXCA V A TIIJN ATTENTION: Oregon law requires you to follow rules adopted by the Oregon utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copie; of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. s- ::- L. ~;-O~~WAT:~ & U- n:s s - ::- 5 0 ~ G \ A _ CO \. ) - 0 \ S S-::T 6 -.~A-':-':C CO\-~O_ s- ::u 7 :SC)