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HomeMy WebLinkAboutPlan, Final APPLICANT 11/3/2011 I GHq`S . STREET P IIw ;t RE-- STRIPE EXISTING PARKING STALLS GENERAL, NOTES } EXISTING FENCE sss•o2'S "E 566.56 S88 D2 51 E 1. ALL WORK AND 'MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT € Y { 'p H  = _ _ _= - =x  >_  ,« ...• .'} -..... ~''i'(w,r•.: ;. " i \ti, !,....•A.; f.„.. ,ai+ ' :.w;j +,._• NK°°J R,.,..:>', ,',.; p .d,;Yyiv' 'r rr;: ^Z "'• ;: ^: }" INTERNATIONAL BUILDING CODE AND /OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE; ;., GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION n __ T - ---- ---- MAP" n OPERATIONS. r nJ ca. a.>ae sb .•a. 3. THE CONTRACTOR SHALL BE' RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, srawwa o EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON AND DEPTH OF ALL I dI p - -, $° as THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES -AS SHOWN ON THESE PLANS p' U: ;its, . ° t- ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF a` !:; c # @' : r "r' o UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR THE CONTRACTOR SHALL " y`; rr rr FENCE 12' SOUTH CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS a i I ` SHEET INDEX ~ "~ SP1 OF 6 COVER SHEET r'' PRIOR TO PROCEEDING WITH CONSTRUCTION. SP2 OF 6 SITE ASSESSMENT OF EXISTING CONDITIONS PLAN 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES i" """ - + SP3 OF 6 SITE IMPROVEMENT AND UTILITY PLAN 0 Y I Y„ , - . , s7r56sir INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR i Y'E `. `, " :f z? $,I. p "r" I r.'r x 139.71 SP4 OF 6 GRADING, PAVING, Q /, r w < AND 5TORMWATER MANAGEMENT PLAN i PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER Y Y,. €< o, SP5 OF 6 NORTH PARKING M Y I it . ; • ,  , ; :..   R fNG IMPROVEMENT PLAN  o  • . SHOWN OR NOT SHOWN ON THE PLANS, f. tvs,' r° ° SP6 OF 6 SOUTH PARKING IMPROVEMENT PLAN v yNalca _ PROJECT AREA j QNNM 0 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER `' ; i. '° r' cu -,r. o CONSTRUCTION IS IN PROGRESS. "rr _ L1 OF 4 LANDSCAPE PLANTING PLAN a r z Y 6 °" j ,, ',..:.,`..` °`' to p I! 1•+: p•< 1 \,, •r'r'" .,", p..:.,e S, . # a ', M f a /FfI 1t ii L2 OF 4 PLANTING NOTES AND DETAILS a C -4 n ! a: I -i.: •j, L3 OF 4 IRRIGATION PLAN w  6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. $ _, - -' co peo . : "" "- Y- -`'I L4 OF 4 IRRIGATION NOTES AND DETAILS  LO IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ,INSPECTOR 24 HOURS • B; '> I - . cu a-- Q IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. . , I II I i ( / rr ,. a. :f ®   $. II    A2 OF 1 EXTERIOR ELEVATIONS AND SlGNAGE  a.2w 0 7. PRIOR TO ANY CONSTRUCTION /DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL 8. Uri ., , MUST BE CONTACTED FOR ANY REQUIRED PRE - CONSTRUCTION MEETING(S). Y `I a : ;l I;/r I o >\ r r i '' p..' :3 4.11 PROJECT ADDRESS Bill 8. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT ®, I ',:';: F ° » p PRp I ,.: 650 Q STREET RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF f r ;t r ` SPRINGFIELD OREGON 1 i PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH 1 _ i a j 4 .` t ';5_4 & . ' THE SPECIFICATIONS.  ,. f,.- .  a .,  rr,,r ,,,  I   eta INFER /PLANNER 9. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS AND COMPACTION $, . $. _ ! I " "-~-°° i MATERIALS, Y $., ,/ ,\ , r ,, -_'' ,M . • _ BARGHAUSEN CONSULTING ENGINEERS INC. SHALL BE PERFORMED IN ACCORDANCE WITH GOVERNING AGENCY REQUIREMENTS. r  -- ' - ~ o0 p I , ,._ _.. _ty,. I _ _ 18215 72ND AVENUE SOUTH L0 x `;. j sroR,wa E SO y $ : - € • , + , ,,,-' p .. ,.,,...._._. _... ..,. 'sr KEN 'A 98032 o  .. u,._.. T U , 10. REQUIRED FIRE LANES AND ACCESSES SHALL BE MAINTAINED DURING CONSTRUCTION, p ; $' _._- I- - € -N _  . ;YS , •::. r„ .INTACT. AL KENDALL j CHRIS FERKO SURVEYOR 1#1 of i s \ I , ''`, ' \ EXPIRES- GENERAL "r °  BRANCH ENGINEERING,  +GENERAL GRADING PAVING NOTES $ ; I d, __ , t  r " , p'. R,, • , Y I ( r . 310 FIFTH STREET ca 1. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, i.',} : i ..: _ -- _._ _ _ _ _ _ _ _ _ _ _. , :• , {' SPRINGFIELD, OREGON 97477 ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO. THE SATISFACTORY $ l , ,2 y, ``  w:`' CONTACT: RENEE CLOUGH N OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) ' ; rte' a:" Ij I : , N SHALL BE APPROVED STRUCTURAL MATERIAL.. p a°  > ":: a  M , ,- WNER Q N 00 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF ,- ! . ,• I ::::•: I , ,....:.. ,. $  / FRED MEYER STORES, INC. o 0 Y.. ? :: .,€ r,,,..., ; 3800 SE 22ND AVENUE 0 CONSTRUCTION. i . € ,i .,. .. 7 j X N tI H PORTLAND, OR 97202 > w 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL ' '`I ' `Y•:, Y ' ` ``': CONTACT: SHERI BILLETER m / Y. ' >r MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. . 4 € ,  w / j z RV tr, r- :: >: `• , :.  :. EY INFORMATION o m v> w o 4. ALL ENGINEERED FILLS SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DENSITY p pA :' :.: , ,`::;: -: ° °: % _ p,: ; i d ° 4 I Y ... -' o VERTICAL DA7UI - 1lAVD$8 t-' ASTM -D -1557). THE EMBANKMENTS SHALL BE CONSTRUCTED IN SUCCESSIVE Y CO <' .'::.,:.  • .. ;:•:, ;•:::.•.': • -' • : + . :. . z _ , w. ..,...,.... I PROJE i LLCM. DE i 6i ti p $., . ! T AA A 2 2 Y2 BRASS CAP LOCATED IN THE HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS. Y , .. , ......,:'. - - . ., .. -   w ..  , Y. CENTER OF WOODLANE DRIVE. POINT IS APPROXIMATELY, F-- _>  I  .:• ':  '..:. • =•, >. •', :  : " Y •• .  ;:.. .. I ,. ...., €'.... , ... 4Q0 WESTERLY Q ` T  Cn t - 1 F HE INTERSECTION OF WOODL 5. SOIL STERILIZATION WEED .KILLER SHALL BE APPLIED.. IN AREAS TO BE PAVED. KEEP $ Y t, - .:...• . :, ,..,.  , .. . ANE DRIVE _ ..:.:;.:, ..,.. •: "::..•.:' .:.. .- .,. _- -__rrJ ' AND F APPLY $ € r $- : s ; ,. .:....., .. j : • _. }--- NORTH NTH STREET. NAVD 88 2 FOOT MINIMUM CLEAR O EXISTING AND PROPOSED LANDSCAPE AREAS9 APL AT C } Y.. / 4 MANUFACTURERS RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATIONS Y } II :: _ .• z ; ' '..; 4. r / a '' 0 w 6. THE CONTRACTOR SHALL TAKE ALI. NECESSARY PRECAUTIONS TO ASSURE THAT SILT -- LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM i z FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT Y { : €., t , : ?:'=': ._rr_ y., DISPOSAL SHALL BE COORDINATED WITH THE CITY P.W. DEPARTMENT : 4: I y $ ,,'I :..:.' • - s j ':,'iH1F._ Y(,., ..- e(- ..• -_.. :- ^.+y'.. R A r r . wr r ..r . r 7. ALL SPOT ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVEMENT UNLESS p , OTHERWISE NOTED. Y o f `<'F . ,s: ,a.. n o .. : - a v:, - s 4'•=• o sn m b $e f -_•. "BIRDBATHS"  «' • .. - E < ,;.mr ' >n ..<.e¢ <. •,. •,,.. ,.v •a. .: :F.= ..,...  A:,••.- , •..:  Q.•..,.- •.,09 \ >.b •,.• :.y>„ ,>  €p""_'`+:\c• -y-" -A  EXCEEDING - S LL NOT B 8. PONDING OR ONE QUARTER INCH IN DEPTH HA E I Y.< t= , - ' :. ••;,., .,•..., \.   `\ \, `. .. , \   \  ,\  $  ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. € • • \ \ ti \ x all a -i N - _ " a S YI FINAL %*%'ITE PLAN CL ull SOILS' REPORT NOTES  N _,., _   w CL €C.,. m ti \ \\ ^..•^•'  ._,. ,C..M..U._ /. .,.,..__.,.... %, /C   e Gil d7 1. THE FOLLOWING SOILS REPORT WAS PREPARED FOR THE SITE. t.;, \ , » 1 ,<'`  t  \,, . i f ,r s , - tom- w GEQTECHNICAL STUDY REPORT PROPOSED FRED MEYER FUELING FACILITY \ ,- / \\ ,'\ t \ ' I ,- € \ f 0 • SPRINGFIELD, OREGON. ! ( ti. ,   ,, ? ;2  / Vii' . 4`  •/' f ,. .  \ / i  € D CL Q SOIL INVESTIGATION AS PERFORMED 8Y: `v .'` BRANCH ENGINEERING INC. ON RAN ;. / y 310 FIFTH STREET l. -. -.r,. w- ra•. o+ s, n-.+-,..- re..-.+- w-:.,- _,•.r..- war.rx••,.,- :u- ..a:.- ..rte- .r= ..•;; : - :... . -,ti.<- 3-. jj ' -!_ ___ _ s-_ ..:•.. -..c :_ r @ h l/'r , },i \ ./ \ f, • SPRINGFIELD, OREGON 97477 „ .   "Z $ z 9 6fi.60 r ,r x r 54i 746 --0637 N88 02 51 W 124. fib A h ,,' '\ `` \> \, _ ,;%' / "„ I ( ) /, \ ` \/' \r' f,., `, Project #: 10583 Store (30328 PROJECT No. 10 -065A DATED: MAY 5, 2010 ,; ,,'°' `\ # N0 9 57 09 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL 3.55 t,:'' . '`,, / kk Designed By; gs PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH ry e ' ,> \ '' , Drawn B Y BS DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION.  , ,, ;} ,r   , r  , ...........w..'  , m Checked By: AK  Date Date: > . 09.24.20 9 0 °' 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION if SHOWN ELSEWHERE ON THESE DRAWINGS OR WHICH REQUIRE FURTHER CLARIFICATION, . 4 ff ®_ = : ° , ALL BROUGHT O THE ATTENTION OF BARGHAUSEN ENGINEERS. ; N k  ,- ,, _a,•  , `  , Scale: 1--50 SHALL BE BROU T o ~ , \\\`, Call Toll Free Disk File: 101583- -o1.dw ,. " 4• A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE y a 34 - Model: AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING Y =4°° ° THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN I a 269.3(}  WORKING A` Address: u BEFORE YOU #Ca.,..  , ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE O WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR , L f? ! 650 Q STREET SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS STREET ; , ^.... .. I.M SPRINGFIELD, OR i REPORT. AS A MINIMUM THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A ~•' 0 SOILS ENGINEER ' M IL. CONFLICT NOTE= C01/ER SHEET Cn A. EXCAVATION FOR THE UNDERGROUND GASOLINE STORAGE TANKS FOR DEWATERING CALMON• AND /OR OVER- EXCAVATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH !' RECOMMENDATIONS, AND EXCAVATION OF STORM WATER FACILITY of ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE FRED MEYER 0 UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. GAS STATION o B. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT THIS SHALL INCLUDE CALLING UTILITY LOCATE 1-- 800 - 332 -2344 AND THEN POTHOLING C) C. SUBGRADE PREPARATION OF BUILDING AND CANOPY FOOTINGS ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY Drawing No+: VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS 'OF SAID UTILITIES AS SHOWN ON THESE ° 5, THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. o BID PROPOSAL. 1Z., IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN ' CONSULTING ENGINEERS, INC. 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"" I { w (," " „_ s I ) i } }1 } ;t ' i } li fl '`r' 't 1 i t,, _`' "M II f .11 it I li 5 r. I :, 'S(. ;, ' . j" ; \ _ _ S >°°'" Ws z\ -y , i,` llf :  , I  T _ -1 } \K _, _ f f I ." ..'• -- ..• --- -I 8 , ;'` TEMPORARY t;  -  A */ 11 + . If } + i "- I, " ) I J ,r ,- ' , 5 CONSTRUCTION „ ' ! f I r I ! - " ' ' R '3 1 '°` I 1 y. e FENCE 114 I)1 .I .It ' f I jI; i W 1:. 1 SANDBLAST I) I V z I - } Imo' • I :., , ,I 1 I i ll4 A 1« • I ` r I f y i ..  i j i 11 . 4 f {t 0 %10 ` I i I ' ' : SAWCUT I -- ;-- I I rI.- I_ , : / : ;t 1 1 i  S.F. 1 i T STREET _j SHADY LOOP S STREET SHADY LOOP DR b w Z5 C4 z N T STREET S STREET Q STREET Im-MON N_ .14 7 w X i6 uj T STREET t w r, S ST. w R ST. .. .I I ! s •.I 7 I I II ` . y, .. 1 I (TYP.} I E INLET r .5.' ' I A SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW WORK. I I {E -:: j .'r t PROTECTION i''' . i ',t DEMa -1  - _ _ _ -. _ _ ._ _,T_ _ 4 M ^ _ M ,. _ _ : • , 3 COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND ST . _.._ - ___,,.._:___ -. _ ._ y _ _ r. ._ _ _ . tt CURB 0 { / }I . ' . • /:...: NAGS PLAN FOR EXACT SAWCUT LIMITS. - : :'. - _ ._ _. _ . _ _ _ ; _ _ _ _ .. _ _ _ _ _. __ , .- ..:. 6; REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAWGUTTINGf TO INSTALL IRRIGATION LINES. . E _.... t it NES. 11 i Il , :,r,'. ,;;,. !' :. •.I . ' RE E ,« REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSE ,,,.-I -••-• -- _ ,r i ; , iI 14 1 . •. , • , , - • . -: ......,_ .r. _ ., - ,,,,. I J ,/" ', . t ' it 2 ASPHALT 2 D OF OFF - -SITE. NOTE: - . Ilv ( I  N.::... ::' COOR WI OGER P M AND SOILS ENGINEER E /- } It DINATE TH KR R ON POSSIBLE RE --USE OF EXIING BASE CONTRACTOR TO MATERIAL. 11 } r ._ r'. . J ' ': ; -•... ''` `...' _ ; % ,,.' t t SAWCUT I I f r f ,.,. -'' J 10 f .4 DEMOLISH EXISTING CONCRETE CURB AND /OR SIDEWALK AND DISPOSE OF OFF -SITE. L. I • _ f, ,, f : " ,t TYP. 3 fSTIN f I J SANDBLA : a ti ,' ; J Qt D EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC SEE IRRIGATION .. _ v ' it II " 't <' :`..... •, '`.: ', '. :'.., `-C ', 1 ''; i `It  PLAN L OR REMOVAL AND OR SALVAGE OF EXISTING IRRIGATION PIPING VALV S #) tl Y , ' - I t ,t / E ,ETC. SEE LANDSCAPE TREE ' ; ; . • : I ;,,-' I `- . ( PLAN FOR REPLANTING aF DISTURBED AREAS II " IE i ::. .. J `  ,,'' :'' a it g K ALONG PERIMETER OF WORK. I I /.. : t ` • i 1 PROTECTION . ' ' :.. , ., :. ,,, •r , ; ; t 1 tl ; It ' 1 / ` .: J t f y • F -• !) ' J'.t TEMPORARY CONSTRUCTION FENCE (6 HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH +I . t 11 FE .r I I J.. 1,` I „ . ;tom STORE MANAGER. 1, .- E ; ' :: }" 1?, TEMPORARY SITE ACCESS GATE (6 HiGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM I I I I iI . ' : ' i$ I f EXACT LOCATION WITH STORE MANAGER. t! : .. . / '; DEMO i ,,,.- 'c" i„ I 1 , d { :' ` ry •.. • I I t +' I' I , :; - :' ;: :.:.. . %. .. '.,.; . .,'r ,.-J ' i .I t HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION G I It ,r i a 7 APPROXIMATE LOCATION OF TANK EX R AVATION ANQ QEWATERIII I iE :i )  / - / tEa t E M ' :... ; + RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER GROUND WATER AT APPROX. 10' DEPTH AND ( z 1 I it 1 I 3 ) I ".. EMO ` 1 i ems_ I' 1 1 , '..•„ ray .: • . + # „ ti _+ , ::...; :. h T\ i• , SHALL PLAN FOR DEWATERiNG. IF U . . 1 I III': : :.. -BURR :: : ' .. ``... ' 7 fr. -<. `\ ;; ' .  (' w REQUIRED, PROVIDE SHORING ON EAST SIDE OF EXCAVATION TO PROTECT ! It . I f . : , .:,,. ., N.  .: ' . \ EXISTING WATERMAIN. s I , jJ ..:. I r EX, CATCH BASIN .. I I w. • _ ...:. ` : ; ' ., :.:  :.... * .-f :: TQ REMAIN I, . ::;. i (I I 11 i _ f _ . : , ' ,! ' . u _4111-f REMOVE EXISTING LIGHT, INCLUDING BASE, FOOTING ETC. AND DISPOSE OF OFF-SITE. MAINTAIN INTEGRITY I t I i i !•- , ! ` , , _ N OF EXISTING LIGHTING CIRCUIT T = F J , , 0 O ENSURE PROPER OPERATION OF EXISTING LIGHTS TO REMAIN. E I I 11 r '- I  REM I. 1. PLUG ANDBANDQI _ J ':... 2 t IP /: :. :I, . t + , _  `".. - . CONTRACTOR TO Jff ..... jj ',( ••::.„'': :-::; -  ,,,,r I , LOCATE AND PROTECT.EXISTING F DL WATERMAIN.. PROVIDE SHORING. ON EAST SIDE OF I 1, .R . • , ; I  EXR STORM 17 E f rr „ , E 9 -' ,1 RENO E 1 I 1t I ' : ,: /. : :: .. ,,, . I + - . 1 , F ANK HOLE EXCAV ION IF NECESSARY. E T AT t ,I 1 r F, 11 ,, .. : ' .:  : REMOVE EXISTING PAVEMENT MARKINGS BY SANDBLASTING. SEE SITE PLAN FOR NEW PAVEMENT . 1 I. / . DEMO ':':: ... , : : :' I: ,,J,, r .11 I1 A. . •' I ' - _ . I ! I - -,  i 11 ' ' . ' i 1 D MARKINGS AND SIGNAGE. APPLY SLURRY SEAL TO AREAS OF PAINT REMOVAL. 11 E I Ei 4 i    T RM,•. . /' i 1 f l" I 1 f I, - ¢ ..- I 1= INSTALL TREE PROTEG , N i EN S TO REMAIN. ''r \ CING AT DRIPLINE OF EXISTING TREE IE . I1 !. - . .;, i J 1 , a 11 ,E , 1. „• + .:..:.:.:`...: :: I ; SEE TREE PROTECTION NOTES LS BELOW. t t 1, q q . I f t .. I d f3 ,  4 1' \iF t ' EX:_ •CATCH BASI1 , ` ,.- ;,• f 1 ii .' }( Yt\ I it w i i ) l ro \ <. %.. !.. .k. .• ,- .. . r.: _ j I 11 , . E 1 i, ,, .01 ; :' ' .r .TO BE''REM JVED :.: ,,,j.0. j ' /) , I , 2 REMOVE /ABANDON EXISTING STORM PIPING AND CATCH BASINS AS SHOWN. MATERIAL TO BE DISPOSED OF I. ti# .. I E ,•<• I r OFF- -SITE. COORDINATE WITH GRADING AND STORM DRAINAGE PLAN FOR NEW STORM SYSTEM. i{ -.. I I ” f' r ;.- ._ ' • 1 - ' ,, •., I. J-'' . INLET• i '; I 1. :. I I : tip .t 1 I} E p- I > .: `- .:: ': : ' IOT ? --' J PROTECTION ! / Ll ! • r ..., + ( I r.., , , . ,, - . -LIGHT ,-- i I Et E l .,e"' 1 I . tn" it :¢ t -.., .t ' ..: I I I , f 1 s ) :,• t 1. ALL PAVEMENTS CURBS GROUND COVER UTILITIES ETC INSIDE DEMOLITION LIMITS SHALL BE REMOVED ' I I. INLET - `' IN t• . ?: -'' ..- I -' , 3 W 0 ' I I If I I . y• , I ,,. I ;; . ; • I J UNLESS OTHERWISE SHOWN ON THE PLANS. I !  ' • ••I I) .. , A PROTEGTION ' . l ,,, -' ,- ' iI •. 1", I EE i 11 ' '; J I I 1 :_ } I 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY I I fI i° /. :..:: ' : . . .' %V I J I : 1-11 PRECONSTRUCTION MEETINGS HELD, PRIOR TO COMMENCING WORK. . . I f 1, :A:,, l-- : , :.' ... APPROXIMATE . :•' ' :•..•.: %.. . - } f i ;; : . 1: f ` iI • -.-' - :: .,,,, ,; 3. CONTRACTOR SHALL FIELD VERIFY L I I i \ • r .::• .. .LO.CATION.. OF_ I . (fi WORK AREA PRIOR t ,, , : i j :. ,,, .. } . ON, SIZE, AND TYPE OF EXISTING UTILITIES IN WO AR f \ " . 1 ,,, / :. i ! f `• `} Tfl CONSTRUCTION. ANY DISCREPANCIES SHALL BE RE I I ,rt TANK .HOLE . J j ____ PORTED TO ENGINEER IMMEDIATELY. e. . i I I f I _ 11 I t'''' ' :... ''. EXCAVATI N .. J . , : I ,,. -'' li ,,, I . I 1 It , t / p ` , J PROTECT tt - 3-•• I / u  I yl-- . : ° 9 CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK I I I ; t _. -''°" EX W.M Y I Ii I 4 CONT t: .., ' : I i l i >r I ,l fI' ,.' i` L : ,1 AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED /REPLACED AT CONTRACTORS EXPENSE. N a t i Ii • .. , ' •4 /,I', 1; WASHOUT - . :`;. ',: ' III `J. ALL SILT PROTECTION AND EROSION CONTROL I 11 ,_ .I' } ,, . .. .. , 1 It . # y, $, MEASURES MUST BE IN PLACE BEFORE SAWGUTTiNG, CURB Co i 1 1 tl, rte`' • \ I J AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. err Q yam! i t3' # .. - .1 J ' \ '' JI VAL, 11 , - I LI E:  . ,,: . '. , : : J' `.1 i . f 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN PRIOR TO CON T S RUGTfON. COORDINATE r__ '; t : . • :. , , I!, ,. . EXfSITNG TREE LOCATION WITH r I I i It. .'. `Y S AP . ` .s PLAN I : : r `''' I, ' . - E H LAN SC 4 1 I tit , .. - TING PLAN ' . -• ( it 1 I 1 • .:. : ` ,. ; '. ...! 1 .t 4 LANDSCAPING _ _____..__ _ t • 1 , !1 i •'. :.,.. • .':. .. I . . .. ". .- DEMO CURB EROSION CONlTR'L CALL OUTS: 1. i :. •: i . ;. &GONG. s/W ..._-- __- •- _____- ._____ --_ , J ) Ei • , , t ..' ' ... •- /' 11 4{ PROVIDE AND INSTALL* TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING t I ++ .o f . . . - . 1 r! t I .. .. 1 iI E.. ; 1' 1j..  ',: : It } ,.r:' t INLET TO PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE. E E +! :... . . DEMO' i` ./ „ \ , " 1I - I If.i C OR:''. J' ;' ;' : ° \ " t PROVIDE ADDITIONAL SEDIMENT CONTROL PROTECTION AS REQUIRED BY CITY. 1 I fl ' - i I. ..// ST M. 1 i ' .`..! i> X016 ; -" 11 I I I1 .4 ;i,,4 r . . . 11 INL,.;...'. 4 - I J GUT t I EE I 1 t_ ,; i:.. !' A :. - ..- 1 } ,. } ; 'E . 5w::; ., 1 t g K CONSTRUCTION ENTRANCE. LOCATION TO BE DETERMINED IN FIELD . 1 I / E +m : '. „ PROTECTION..• I ,•. ,lx„ „..ti . :` TYP. 11 J STALL TEMPORARY ROC v t FOLLOWING DISCUSSION WITH CITY INSPECTOR I I ''' , :: ', { '`` :` ' :. I J . -'.: RAND PROJECT MANAGER. 11 I . - .. E i t, . /5: `, -: : ' :::::.: , : ; 4 L/§ p . tl 4:{ t" ' CONSTRUCT 10 x 9 0 x 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP (W/2:1 SIDE SLOPES). I ; E • III W ' .j ! `w_ .. { } c v / r; v . 1 \ n, ,, . ;, t V f i ` .. r.a.... _ _ a •! ^fin y_L__ ... `\ . ` f ` - -= -- .. * .. .. Fx' r„ ;'';ir CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO I ill., i I d / "" ! ..N.._ > I t , t , , .' : • 3 ; ' ,' 9 -•4 . 'il"' ,,, 1'' i THAT WASHOUT " .;. , .:, NI, FILL AND COMPACT SUMP WITH ' _' I ' u 1 tr t, i , ` < . r MATERIAL DOES NOT OVERFLOW WHEN CONCRETE WORK IS a0 ( I I• { ., ,. :..: ; : I n _ it { ,1 , lz ..e,1 1 :,u , E, " '\ { STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION. . - t AL TERIA AV t .. '"`^ 1t , F 1 4 i1.. =_.^ 3.. _., .. msi- t n.. 1 ..s r -+a : .. / t o 1 . t 1 - -' n, :.` ` \ \ t _Ix t I I ^wi.+ , . 4 • t: •. I I ! a c i• q its,.. r't ,r" . If- E . E I EE . + E + : E it . ) { f { S ^t }, 5 1• - ; a Ad :%i 1' :I  • _ EROSION CONTROL NOTE e t if 1 p" __ ! hI t I a ' ! E .: ;may ., .. .. ....» - ,....,.;.s.- „..,,11 • - - '` :tea _ . - -'li IF'2 s” ` ..1 le - - l r :: I 1 ; :;;.  i 1 ` ' - _ t' r y tm Y '` 1. PUBLIC STREETS AND SITE PARKING /DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED 1- -. , tt t rF t tt it E 't „ ` P. 1 t 1 h r ` I ,, i ' I a E ;;S 1. . . , t, ;. Qy r  y , .' ti 4. - BY WORK. CLEANUP SHALL BE BY SWEEPING AND /OR OTHER APPROVED METHODS. EX. FREE i II . f I I I .  -1- _ .,;:__ t , :,, a- qA , , t._m,. , I . EE . 'it STANDING SIGN !1 ., :  , • r - i EE Q : y ' t ft L ,EE , -' 2. CONTRACTOR SHALL REVIEW HIS PROPOSED E _ a, J!  -= a=te  . ` - \ . . II- - :, ,' t . j I t1 x ED HAULfNG ROUTES AND PROPOSAL FOR ONSITE TRAFFIC CONTROL TO REMAIN I f = _ Ii : , E , I ... .,... :.:. , .- = -.. ". '..• ,, • ,, ;: ,,,} ° , :.,  L . w.a. WITH STORE MANAGER FOR APPROVAL. 01 I l Ii r. ( f e !! ` ` R ` „sw_  .:. Y fj /` 1:  `.• • c y .111 .:' \ \ \\ '' i u -- _4- .,. __ -- a.. ! ! = / .. X - 1i. -'y'r I-1 .. -"' 1'c4 ,, _ _.- _-.>7t-•—._— ' \ \ I II i I EE d, I.t t__ } 1 — - ^ _ irrE', i  #lq/ T PAC T Tl lei NOTES: I S ' tI ! } {c1 `" ti ` "" L, f.. Twes E/ F MiN } I __ y J 4 LANDSCAPEI it x 11 •-1._ , .._ w :, B CONST. EXISTING CATCH BASIN  1. ALL EXISTING TREES NOTED TO REMAIN SHALL NOT HAVE ANY NEW CONSTRUCTION OCCUR 1 ' - " I I GATE 6'`~ ENTRANCE WITHIN THE DRIP LINE. , , =t 1 I ...,.- , I I I 1 I I - J 3 , ti  ~  -M. _ \\, ~``-, . . ` G STORM P i P E _... -- = -- = == -- =- _ __ . EXISTIN RM -= 1 I I I, I "` - ° 2. ALL EXISTING TREES NOTED TO REMAIN SHALL BE KEPT FREE FROM TRUNK ABRASIONS. Ill-'' i f , Q ., I I 1 'i V 11 DEMO CURB SAWCUT ` .... TREE , - -. —_ $ ; FINAL SITE PL k ' 1 -. \ r 3 -, ' ,_ EXISTING STORM PIPE TO BE ;rw. 3. ALL EXISTING LANDSCAPE AREAS TO REMAIN SHALL BE PROTECTED BY TREE PROTECTION I 1 ; ji I & CONC. S/W (1YP.) 11 PR l`E T10N _  - M ' o ; REMOVED ABANDONED FENCING. THE FENCING SHALL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT 11 11 1! If FENCE -. - - I WHICH TIME IT WILL BE REMOVED. 11 , it tj -- *; _- _ EX. FIB E HYDRANT \ _' 1 . X. -. I .._•f . \` ,, \ \ '. , , , 24 ' \ - \ EXISTING GRADE CONTOUR __ _ 454 _ ._ -__ _ . _ _ i \.,-, -~ 1 1  \ TEMP RARY TO REMAIN .\ ` , , - . T `)(,/) t//i.p7' dp`i ,t(q{ 'j47 iine 11 fA t • , > _•.,,,,,,, d3:' g '•"w. SOIL -rY AND Y >t R • 11 ,1 I `' 5 CONS CTfON ` " ., -.. R M f \  :fl ,,. I I : ' FENC 3 EMO CtRB  "`• REFER TO GEOTECHNICAL INVESTIGATION BY BRANCH ENGINEERING, INC., DATED MAY 5, 2010. 1. I I f & CONC. S/W \, J ., -- DEMOLISH ASPHALT PAVEMENT , re ti.. I I I I .:.2 \ t  I w NOWT 0 I I I >  ` `\ ``_ ,_ TEMPORARY BMP 1. THE SUBJECT PROPERTY IS LOCATED IN THE Q STREET WELLHEAD PROTECTION ZONE. THE TIME OF I f r, \ f" \ CATCH BASIN INLET PROTECTION TRAVEL ZONES (TOTZ) ARE DEPICTED CONCEPTUALLY ON THE PLAN PER CITY OF SPRINGFIELD MAPS. .-. I • i .."i 1; N_ \\ \ \ \ \ ' i f _,. INLET SURFACE FLOW DIRECTION _*__L -' = =,i^M A AP PER FEMA FIRM MAP NUMBER 41039C1134F DATED JUNE 2, 1999 (PANEL 1134 OF 2975), THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AREAS OF 500 --YEAR FLOOD; AREAS OF 100 --YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 --YEAR FLOOD AREA OF DISTURBANCE AREA OF DISTURBANCE = 0.76t ACRES ti, _ NOTE: A 1200 --C PERMIT FROM DEQ IS REQUIRED r , ,. 11 IF THE AREA OF DISTURBANCE EXCEEDS 1- -ACRE. _ -.  s tz Z o f ki P S -------- - - - - -- - NOV - 3 2011 /I %_ %11-, _'i^O , .mit ,,, __ ;_4 __ , _' - ' - "'111_i"N ­ 6 = d- 0 0N0000 cMC4r. 0.1 r- m t7% 0 N Mon-11- 3; Q °0P o - oo 0.c o Z N l!  POP-I.' Sf e t I I t I if I 3PE t'' PROTECTION q ON j- 1 1 ': I ii . LANDSCAPING /IRRIGATION TO EXPIRES: - t)'  i t c I l i If rf,, BE REMOVED K\\\i N Imo- r- T_ o N II ! if 6 -a C ? CD Co I I II EX. SS TO REMAIN , SAWCUT LIMIT __-- - - - -- - -- - -__ II _ .e - ._ _ 1L_._ _ .__ .__......._, ._....-..w_ - ,- .._._, __ "_,.._ ,w.._»,...., . -_ . ..,•-- _.....,..__._" ..-- ,..... -.,. .,....._..... ,_.• ..._,.._..._............. «..._. ...__._ _ - _ _ w >.  --a: ."----------- -- - - -- -- _----- _--- ___________ - - -- - -_____ ___ _ - _ CONSTRUCTION FENCE ' ! 1 ,I 1 _a N  ' N88 °02 451 "1N ;v .+„. t71 = Y Q; . x `- A AP PER FEMA FIRM MAP NUMBER 41039C1134F DATED JUNE 2, 1999 (PANEL 1134 OF 2975), THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AREAS OF 500 --YEAR FLOOD; AREAS OF 100 --YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 --YEAR FLOOD AREA OF DISTURBANCE AREA OF DISTURBANCE = 0.76t ACRES ti, _ NOTE: A 1200 --C PERMIT FROM DEQ IS REQUIRED r , ,. 11 IF THE AREA OF DISTURBANCE EXCEEDS 1- -ACRE. _ -.  s tz Z o f ki P S -------- - - - - -- - NOV - 3 2011 /I %_ %11-, _'i^O , .mit ,,, __ ;_4 __ , _' - ' - "'111_i"N ­ 6 = d- 0 0N0000 cMC4r. 0.1 r- m t7% 0 N Mon-11- 3; Q °0P o - oo 0.c o Z N l!  POP-I.' Sf o Q 3PE t'' 6 q ON j- I.- O 1 y ,• 1oj -y 17 , ,9< -C P , P. `' 6 -0 EXPIRES: - t)'  i in N Imo- r- T_ o N T_ r- N 6 -a C ? CD Co N Q - I M Co 1 Iz n m = Y _a N  ' .- ;v V) 8- D tt1 t71 = Y x `- 0 Z I, - tu EX. PWR POLE tl TRANSFORMER .......... —y 4t7i w w If J1 ii 11 iD it PARXING 10 RE fyp.) PARKIN(3 TO REMAIN TviP.) A_ 41 EX, 4' STMRM 4 I it EASEMENT A it 4 if it 28 L OT LIGHT If ARROW If 2 11 .v 4 ARROW J 20 it --- ---------------------- 4 ARROW A MEET & MATCH L/S 10 EXISTING SIGN CURB 6 it ASPHALT 7 t PRICE i Z: Ile, AZ 4 fc 16 SAWCUT [A - - SIGNS.'' M'. P 1.) v. x I U-1 A CANOPY it T STREET f T STREET SHADY LOOP I S STREET S STREET No. 6044 it SHADY LOOP DR it REQUIRED PARKING = 537 it tO If II it if RELOCATED I PARK & R IDE SIGN if It I it :C 0 10 20 40 if I 10\'11110N 0 C\j SCALE: 1"NOW201 It it it 4 if It t ii i It it It If it I (0 ti t It It t3 4 11116 If RELOCATED :1 4 PARK & RIDE SIGN NEW IMPROVEMENTS MEET & MATCH it EXISTING 41 PHONE Ii PEDESTAL'I 18 If it I L AIR/WTR 17 UNIT li 4t VALVE tj I :14 A CURB & 12 it GUTTER PARK & RIDE SIGN 1I i TO BE RELOCkTED EXISTING TRANSIT 1FACILITY TO REMAIN STREET LIGHT—\ It 114 T It 24V IRRIGATION r 25 II CONTROL ii 4 If t If it I It it If if w w if 11 3 if 11 a: it F-_ It oil It kl co it if < it It 11 f It if „'.4 lit If % it l 11 A -44- if PARK & RID 17 If SIGN f TO BE RELOCATED Ii 4A Ir it - It It 30' `11 if 11 it it it 1' 1.4 II i ii f v3 n 0 it U If 4a TRANSFORMER .......... —y 4t7i w w If J1 ii 11 iD it PARXING 10 RE fyp.) PARKIN(3 TO REMAIN TviP.) A_ 41 EX, 4' STMRM 4 I it EASEMENT A it 4 if it 28 L OT LIGHT If ARROW If 2 11 .v 4 ARROW J 20 it --- ---------------------- 4 ARROW A MEET & MATCH L/S 10 EXISTING SIGN CURB 6 it ASPHALT 7 t PRICE i Z: Ile, AZ 4 fc 16 SAWCUT [A - - SIGNS.'' M'. P 1.) v. x I U-1 A CANOPY it T STREET f T STREET SHADY LOOP I S STREET S STREET EXISTING PARKING PROPOSED PARKING DELETED PROPOSED PARKING ADDED 475 —97 +32 SHADY LOOP DR 410 REQUIRED PARKING = 537 CONCRETE GUTTER SWALE. tO uj (2)• 2" COMMUNICATION CONDUITS W/ PULL WIRE FROM KIOSK FOR CONNECTION TO MAIN STORE. 00 INSTALLATION OF CONDUITS SHALL BE ACCOMPLISHED BY BORING. 04 0 C\j 0 STREET LIT:  PIIA01111 LIM I IL T STREET In Lu S ST. _ST. woman co Alm N f"`*^K101rM1 I^nrl^Kl ^A I I r%l 1"7-r% -3: 0 z C 00 M to QN000 to C- IN 0 1 ul 4 n Cl a M C14 r. 0 S.- \e LJ .10 In L0 0 q)%_0 i_: C: 0 017Z, 0 X JIUKAUt TANK VLNI IAGK, HAD, AND BOLLARDS. PRQF- 1-1.1 00 N- x 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR FUTURE USE). N PE LANDSCAPING. GON 1-j t 11 BOLLARDS. L0 11 4 L 1 I Irk" 10r% Q 1= Gk\p is 11 jj 4: It 3 if PARKING STATISTICS EXISTING PARKING PROPOSED PARKING DELETED PROPOSED PARKING ADDED 475 —97 +32 PROPOSED TOTAL PARKING 410 REQUIRED PARKING = 537 CONCRETE GUTTER SWALE. NO, 4 ud SELF SERVE AIR/WATER UNIT MOUNTED ON 4*-4 sp x 6"-0"" x 6"$ CONCRETE MOUNTING PAD. a.m Soft- PUBLIC PHONE PEDESTAL MOUNTED ON 4'-0 x 6'-0" x 6" CONCRETE MOUNTING PAD. V) >_ _.__- LEGEND m m Y 4" WIDE TRAFFIC YELLOW PAINT STRIPES (2' O.C. © 45' ANGLE) 111. E Lu PROPOSED ASPfALT PAVEMENT, 01-1 x 4" WIDE TRAFFIC YELLOW PAINT STRIPE FOR PARKING STALLS. I < 111 EXISTING CONCRTE PAVEMENT a s. 0 LANDSCAPING 21 CONCRETE SIDEWALK. W, 0 04 PROPOSED CONCRETE PAVEMENT 22 FLOW—THRU WATER QUALITY PLANTER. TT WATER SERVICE V) SAWCUT car ------------------ SPILL RESPONSE INFORMATIONAL SIGN ON FRONT OF EACH DISPENSER (10 TOTAL). z r Li .4 - EXISTING CONCRET CURB ry --------------------- ~j 3/4" CONDUIT FROM KIOSK TO SPILL CONTROL MANHOLE FOR SENSOR CONNECTION. 0 V) NEW CONCRETE CLRB 2" PVC CONDUIT FOR 24V IRRIGATION CONTROL SYSTEM. Cn < 0) NEW COMMUNICATION CONDUIT —C 3/4" TYPE W COPPER WATER LINE FROM EXISTING WATER SERVICE LINE TO AIR/WATER UNIT. 0 0 NEW U/G POWER p _j m 3/4" GATE VALVE (IN VALVE BOX W/ TRAFFIC RATED LID) FOR IRRIGATION SYSTEM. EXISTING SAN. SEWE!,,' EXISTING WATER YELLOW PAINTED TRAFFIC ARROW. z a- 4 0 2 S/W. - EXISTING POWER .4 m V) 2 PROTECT EXISTING 6" DI WATERMAIN TO REMAIN. -4 SAWCUT w 4 EXISTING STREET LIGFT FLUSH CURB. If : , \, 0 1A C; EXISTING LOT LIGHT 2' WIDE TRUNCATED DOME STRIP ADJACENT TO DRIVING SURFACE. 11 z EXISTING FIRE HYDRAff, CU R POLE MOUNTED POWER TRANSFORMER BY SPRINGFIELD UTILITY BOARD (S.U.B.). Project #* 10583 Store #00328 if 00 ANTE-R 10 L/S IL I Designed By- FINAL SI t 33 TE PLA CONDUIT (WITH PULL LINE) TO KIOSK FOR SECONDARY POWER SERVICE, N A Drawn By: BS EX. BACKI-_'LOW V) EX. tW1`L1E-__R PA NOV 3 2011 Checked By: Bl%^..Ovl COLE I /-iRKING AK TOTAL STALLS ADDED: 28 PROJECD`rl SIGNAGE SCHELD'ULE Date: 09.20.2010 > 01 planner:  NOTE: ALL SIGNS UNDER SEPARATE PERMIT. Scale: 1 C) "=20' NEW LOGO & "FRED MEYER" TEXT SIGN (19 S.F.). SEE SHEET A2.0 FOR DETAILS. Disk File: 10583—pa9.dwg 4 Model: to NEW PRICE SIGN (60 S.F.). SEE SHEET A2.0 FOR DETAILS. 0 ,,•,  . ;•  • °.,.,,• 1m"uPERV10US3'UR11=rA-%CES 0 Address: 0 EXISTING TO BE REOVED: 31,664 S.F. NEW PRICE SIGN (45.5 S.F.). SEE SHEET A2.0 FOR DETAILS. (D 650 "W STREET Date Received- SPRINGFIELD PROPOSED TO BE APED: 29,990 S.F. OR NET DECREASE: 1,67 S.F. D OR DETAILS. NEW LOGO SIGN (6 S.F.). SEE SHEET A2.0 F ( NOV 3 2011 SITE IMPROVEMENT NEW KIOSK LOGO SIGN (5 S.F.). SEE SHEET A2.0 FOR DETAILS. AND LITILITY N%.; TES (D Final Submiftal PLAN 1. PROJECT TO BE ONSTRUCTED IN A SINGLE PHASE. FRED MEYER 1`0 00 GAS STATION In 2. NO PROPERTY ISPROPOSED FOR DEDICATION, CONVEYANCE, ORRE ERVATION FOR PUBLIC USE. - ---------------------------- 17, 3 of IKpaas Drawing No.: U) 0 C) r4 0 \wu1Nk,-,Rr-1r- k.-UMD MINU k7UHtri. CONCRETE GUTTER SWALE. EXPIRES: (2)• 2" COMMUNICATION CONDUITS W/ PULL WIRE FROM KIOSK FOR CONNECTION TO MAIN STORE. 00 INSTALLATION OF CONDUITS SHALL BE ACCOMPLISHED BY BORING. 0 C\j 0 N SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE AND REMOVE PAVEMENT AS NECESSARY FOR (0 00 x NEW IMPROVEMENTS NO, 4 ud SELF SERVE AIR/WATER UNIT MOUNTED ON 4*-4 sp x 6"-0"" x 6"$ CONCRETE MOUNTING PAD. a.m Soft- PUBLIC PHONE PEDESTAL MOUNTED ON 4'-0 x 6'-0" x 6" CONCRETE MOUNTING PAD. V) >_ _.__- LEGEND m m Y 4" WIDE TRAFFIC YELLOW PAINT STRIPES (2' O.C. © 45' ANGLE) 111. E Lu PROPOSED ASPfALT PAVEMENT, 01-1 x 4" WIDE TRAFFIC YELLOW PAINT STRIPE FOR PARKING STALLS. I < 111 EXISTING CONCRTE PAVEMENT a s. 0 LANDSCAPING 21 CONCRETE SIDEWALK. W, 0 04 PROPOSED CONCRETE PAVEMENT 22 FLOW—THRU WATER QUALITY PLANTER. TT WATER SERVICE V) SAWCUT car ------------------ SPILL RESPONSE INFORMATIONAL SIGN ON FRONT OF EACH DISPENSER (10 TOTAL). z r Li .4 - EXISTING CONCRET CURB ry --------------------- ~j 3/4" CONDUIT FROM KIOSK TO SPILL CONTROL MANHOLE FOR SENSOR CONNECTION. 0 V) NEW CONCRETE CLRB 2" PVC CONDUIT FOR 24V IRRIGATION CONTROL SYSTEM. Cn < 0) NEW COMMUNICATION CONDUIT —C 3/4" TYPE W COPPER WATER LINE FROM EXISTING WATER SERVICE LINE TO AIR/WATER UNIT. 0 0 NEW U/G POWER p _j m 3/4" GATE VALVE (IN VALVE BOX W/ TRAFFIC RATED LID) FOR IRRIGATION SYSTEM. EXISTING SAN. SEWE!,,' EXISTING WATER YELLOW PAINTED TRAFFIC ARROW. z a- 4 0 2 S/W. - EXISTING POWER .4 m V) 2 PROTECT EXISTING 6" DI WATERMAIN TO REMAIN. -4 SAWCUT w 4 EXISTING STREET LIGFT FLUSH CURB. If : , \, 0 1A C; EXISTING LOT LIGHT 2' WIDE TRUNCATED DOME STRIP ADJACENT TO DRIVING SURFACE. 11 z EXISTING FIRE HYDRAff, CU R POLE MOUNTED POWER TRANSFORMER BY SPRINGFIELD UTILITY BOARD (S.U.B.). Project #* 10583 Store #00328 if 00 ANTE-R 10 L/S IL I Designed By- FINAL SI t 33 TE PLA CONDUIT (WITH PULL LINE) TO KIOSK FOR SECONDARY POWER SERVICE, N A Drawn By: BS EX. BACKI-_'LOW V) EX. tW1`L1E-__R PA NOV 3 2011 Checked By: Bl%^..Ovl COLE I /-iRKING AK TOTAL STALLS ADDED: 28 PROJECD`rl SIGNAGE SCHELD'ULE Date: 09.20.2010 > 01 planner:  NOTE: ALL SIGNS UNDER SEPARATE PERMIT. Scale: 1 C) "=20' NEW LOGO & "FRED MEYER" TEXT SIGN (19 S.F.). SEE SHEET A2.0 FOR DETAILS. Disk File: 10583—pa9.dwg 4 Model: to NEW PRICE SIGN (60 S.F.). SEE SHEET A2.0 FOR DETAILS. 0 ,,•,  . ;•  • °.,.,,• 1m"uPERV10US3'UR11=rA-%CES 0 Address: 0 EXISTING TO BE REOVED: 31,664 S.F. NEW PRICE SIGN (45.5 S.F.). SEE SHEET A2.0 FOR DETAILS. (D 650 "W STREET Date Received- SPRINGFIELD PROPOSED TO BE APED: 29,990 S.F. OR NET DECREASE: 1,67 S.F. D OR DETAILS. NEW LOGO SIGN (6 S.F.). SEE SHEET A2.0 F ( NOV 3 2011 SITE IMPROVEMENT NEW KIOSK LOGO SIGN (5 S.F.). SEE SHEET A2.0 FOR DETAILS. AND LITILITY N%.; TES (D Final Submiftal PLAN 1. PROJECT TO BE ONSTRUCTED IN A SINGLE PHASE. FRED MEYER 1`0 00 GAS STATION In 2. NO PROPERTY ISPROPOSED FOR DEDICATION, CONVEYANCE, ORRE ERVATION FOR PUBLIC USE. - ---------------------------- 17, 3 of IKpaas Drawing No.: U) 0 C) r4 0 3AV1TARY MH' RIM = 450.72 MH CAUTION: RIM 4 UTIL11Y CROSSING C 448.83 I-OT u- IIA If Sump 448.3 ME ME ZME ME SEE DETAIL 1 /C6 -FOR-CANOPY SLAB _i GRADING DETAIL - If If ' |  'u 'I'. RIM 4550.4" | QUALITY PLANTER it  |/ !  PROPOSED |}| | || | } | / STORM MFI | | ASPHALT PAVEMENT | { | 4:1 FL ER AS-BUILT)  ||| | i| | / |i| SURFACE FLOW DIRECTION IV It CK .  CURB IINLE'Ti REPLACE GRATE. W/  mE Lij 51FR[B STORM MH it -A I z _ it . 'Tj _ 6| | | \ 1 it |  MH CAUTION: RIM 4 UTIL11Y CROSSING C 448.83 I-OT u- IIA If Sump 448.3 ME ME ZME ME SEE DETAIL 1 /C6 -FOR-CANOPY SLAB _i GRADING DETAIL - If If ' | |  'u 'I'. RIM 4550.4" | QUALITY PLANTER it  |/ !  PROPOSED |}| | || | } | / ................... | | ASPHALT PAVEMENT | { | 4:1 ||  ||| | i| | / |i| SURFACE FLOW DIRECTION IV It CK .  REPLACE GRATE. W/  mE Lij 51FR[B SOLID LID it z _ it . 'Tj _ 6| | | \ 1 it |  it If lei ... It . m ' it It It it 1 MINA 450. .  . . if c1n, it '  .. ` ' | / | ` ' ' , . fif CT / / ' / / | || / . |   MWH-/ It (| ^  . ` RUM =4570 ` FL =4467 \\ i || ' ' ` (PE AS-BUILT) -'-/  |{ ' it , it . ||/ | ( | / ' | || ! it it i ` | ~ \ . MH CAUTION: RIM 4 UTIL11Y CROSSING C 448.83 I-OT u- IIA If Sump 448.3 ME ME ZME ME SEE DETAIL 1 /C6 -FOR-CANOPY SLAB _i GRADING DETAIL - If If ' | |  'u 'I'. it "IN | QUALITY PLANTER it  |/ !  PROPOSED |}| | || | } | / ................... | | ASPHALT PAVEMENT | { | 4:1 ||  ||| | i| | / |i| SURFACE FLOW DIRECTION k  \-EX. S3MH MH CAUTION: RIM 4 UTIL11Y CROSSING C 448.83 I-OT u- IIA If Sump 448.3 ME ME ZME ME SEE DETAIL 1 /C6 -FOR-CANOPY SLAB _i GRADING DETAIL - If If ' FINISHED GRADE SPOT ELEVATION 453.2 453.8 X 'u 'I'. it "IN _ QUALITY PLANTER PAVEMENT SY0\LE PROPOSED it PROPOSED ................... EXISTING STORM DRAIN if ASPHALT PAVEMENT PROPOSED 4:1 FLOW LINE PROPOSED TA MEET AND MATCH EXISTING SURFACE FLOW DIRECTION CK .  REPLACE GRATE. W/  mE Lij 0 C SOLID LID C3 z _ _ _ 6| | | \ \ | | | |   ^' If m ' . . It ' ` ' ` ` \ \ . 5 . SWALE \ ` \ .10 N \ -~~- - - -~.~~..-  . - - - - - -~- - - - - - -  \ \ ` .  |  .451.7TC 451.7 | \ C) ' \4L.2. 452.7 FLOW-THRU WATER,/' FINISHED GRADE SPOT ELEVATION 453.2 453.8 X 'u 'I'. it "IN _ QUALITY PLANTER PAVEMENT SY0\LE PROPOSED it PROPOSED ................... EXISTING STORM DRAIN if ASPHALT PAVEMENT PROPOSED 4:1 FLOW LINE PROPOSED TA MEET AND MATCH EXISTING SURFACE FLOW DIRECTION CK .   mE Lij FLOW-THRU WATER,/' FINISHED GRADE SPOT ELEVATION 453.2 453.8 X CONTOUR LINE it "IN _ QUALITY PLANTER PAVEMENT SY0\LE PROPOSED it PROPOSED STORM DRAIN EXISTING STORM DRAIN if ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT TOP OF CONCRETE FLOW LINE PROPOSED RUOFORAIN (DOWNSPOUT) MEET AND MATCH EXISTING SURFACE FLOW DIRECTION L-SEE DE7AIL 1/C6 FOR SIDEWALK ELEVATIONS . _ ME ` R M 3' 1.91 ` Li '- 10 "/Nm 48.n7 4" c .D \ . './  "°."  ` ` ` ` _x CUT/FILL OUANTITIES: CUT: 1,80X0 C.Y. EX. 8" SSIAIR FILL: 1,600 C.Y. ' PROPERTY LINE NOTE: CUT/FILL QUANTITIES ARE APPROXIMATE VALUES FOR PERMITTING PURPOSES ONLY. THESE QUANTITIES INCLUDE TANK EXCAVATION 8c EACNF|LL AND PAVEMENT REMOVAL 8x REPLACEMENT.  a *c, Q7 01 PROPOSED FINISHED GRADE SPOT ELEVATION PROPOSED CONTOUR LINE PROPOSED PAVEMENT RIDGE PROPOSED PAVEMENT SY0\LE PROPOSED CATCH BASIN PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT TOP OF CONCRETE FLOW LINE PROPOSED RUOFORAIN (DOWNSPOUT) MEET AND MATCH EXISTING SURFACE FLOW DIRECTION 453.5 RIUGE`_ z SD 0 _ SCL- ----___- _ TC FL DS ME .. ' FLOW-THRU WATER QUALITY PLANTER W/ UNDER-DRAIN. SEE LANDSCAPE PLANTING PLANS FOR ADDITIONAL INFORMATION. 4" PVC SDR-35 0 2.0% MIN. FOR ROOF DRAIN CONNECTIONS T0 STORM SEE ARCHITECT - PLANS FOR CONNECTION AT COLUMN. TYPICAL FOR ALL LINES UNDER CANOPY. (} 6" PVC SDR-35 DRAIN PIPE @ 1.0% MIN. " 8 LENOUT TO lN|M QRADE . 8 INLET BOX /NEENAH FOUNDRY R-3185 OR APPROVED EQUAL) GRATE mm~45/.uv |E=450.12 (8°) ' ` o " u8u' vxu/E 'CATCH BASIN. IN CAST IRON BOX WITH 18" CONCRETE COLLAR. PROVIDE MATCHING T-HANDLE, SET TO WORKING HBQR[ TO PROJECT MANAGER. "  PVC 3OR-35 DRAIN PIPE @ 0.5% MIN. C8 LYNCH BRAND CATCH BASIN (MODEL LYN-CB-42-8 OR APPROVED EQUAL) W/ M\GM HEEL PROOF GRATE R|M=452.4O IE AT EL80W=450.40 (6`) TRENCH DRAIN SYSTEM, INCLUDING;,` A. TRENCH DRAIN: J.R. SMITH 9931 SYSTEM W/ DUCTILE IRON RAIL EDGE, PRE-SLOPED TRENCH, END CAPS AND CATCH BASIN, ALL SUITABLE FOR CLASS 'C' LOADING. B. GRATE: SLOTTED .CAST IRON #9870-477-WA[A W/ LOCKING DEVICE.  / CB#1 - JR SMITH 9830 /NUNE O.B. W/TRASM BUCKET AND HEEL PROOF GRATE GRATE. R|M=451.8 |E=449.76 /6"\ ^ 0 " INSIDE DIAMETER SPILL CONTROL MANHOLE, WITH ROUND SOLID UO' ` - PER COY OF PORTLAND DETAIL SN-500 R\M==452.8± ~ |E=447.00 /8" |N,OUT1 BOTTOM OF 18^ TEE SEOTON=445.5 BOTTOM OF WANH0LE=442,0 ' INSTALL FLOAT ASSEMBLY WITH SENSOR WIRED TO KIOSK TO WARN OF FULL CONDITION. 6" BALL VALVE (NORMALLY IMMEDIATELY DOWNSTREAM OF SPILL CONTROL MANHOLE, IN - CAST IRON BOX. PROVIDE MATCHING T-HANDLE. SET TO WORKING HEIGHT, TO PROJECT MANAGER. ° 0 PVC SDR-35 SANITARY SEWER @ 1.09X MIN. FIELD VERIFY L0{AJ|0N SIZE, AND DEPTH OF EXISTING SEWER LINE PRIOR TO ` ^ CONSTRUCTION. CONNECT TO EXISTING 8 " SEWER LINE USING AN INSERT-A-TEE CONNECTION (OR APPROVED EQUAL). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES. CONCRETE SWALE MR CH BRAND CATCH BASIN /MODEL LYN-O8-42-8 OR APPROVED EQUAL) W/STANDARD GRATE INLET. R|M=451.1D (E=449,80 /"1 . . HoAQ 8 PL A" F m»n u u arN O/ ~^ C - CATCH BASIN NOV   01 BEEHIVE GRATE SET AT DESIGN WATER SURFACE ELEVATION /ELEV=450,00\ «  "" R|M=450,8D |E=447 m ' 4O N planner:-- |E=447.48 E |E=447.40 /8" SW)  REMOVE EXISTING 8" STORM LINE AND RE-CONNECT TO NEW 8~ STORM LINE. FIELD VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING 8" STORM LINE (LOCATION SHOWN PER CITY A8-BU|LTS). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES. ' RELD VERIFY LOCATION, S\ZE, AND DEPTH OF EXISTING 24" STORM LINE (LOCATION SHOWN PER C|TYAS-BU|LTS>, TAP EXISTING 24" STORM LINE AND CONNECT USING AN INSERT-A-TEE CONNECTION /OR APPROVED EQUAL). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES.- ` ` NOT ES: Kev : 1, CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING DU0ES PRIOR TO ~~^ '---- CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. NOV _  nv ' no 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. Final SubMittai 4 A2 C 00 N C14 01 C14 t- 00 _ - w F_ nacL 0 (Z) (/7 z 0 kl _ .. CK ON co _ m TN co ' Project 10583 Store #00328 Designed By: 6S Drawn By: BS Checked By: AK Date. 09.20.2010 _ Disk File: 10583-pgl.dwg 00 to Model: - Address- 650 "Q" STREET SPRINGFIELD, OR 8:F) GRADING, PAVINq AND STORMWATER MANAGEMENT PLAN to FRED MEYER CIO GAS STATION Drawing No.: U) of 0- Ltj Of _ .. Lij 0 C LLJ C3 z _ _ _ 6| | | \ \ | | | |   ^' Project 10583 Store #00328 Designed By: 6S Drawn By: BS Checked By: AK Date. 09.20.2010 _ Disk File: 10583-pgl.dwg 00 to Model: - Address- 650 "Q" STREET SPRINGFIELD, OR 8:F) GRADING, PAVINq AND STORMWATER MANAGEMENT PLAN to FRED MEYER CIO GAS STATION Drawing No.: U) of 0- X' j II X1,7 sl v 4 if it I II ria X", It 11 E li It. 4 X;l it fe I if t - j U-) 1 •   - - INEENEEMER, 12" 1- 12'?-1- 12 1-- 1- 12 121, 12" DIAMETER GALVANIZED PIPE BIKE RACK- DETAIL NOT TO SCALE ("DERO ROLLING RACK" BRAND, OR APPROVED EQUAL) NOTE: MODEL SHOWN IS RR4H = 9 BICYCLES. SEE SITE PLAN FOR PROPER MODEL. (OWNER FURNISHED, CONTRACTOR INSTALLED) MODEL RR2H = 5 STALLS (38") MODEL RR3H = 7 STALLS (63") MODEL RR4H = 9 STALLS (87") MODEL RR5H = 11 STALLS (111") SURFACE MOUNTED Naw.. 114, SEC. 26, T 17So R 3W, WA SPRINGFIELD, LANE COUNTY, OREGON \—SIDEWALK OR BUILDING ENTRY ACCESS 7 NOTE: 1:48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. ACCESSIBLE ROUTE OF TRAVEL SHALL BE BORDERED BY 48" WIDE (MIN.) SLOPE NOT TO EXCEED 1:48. VERTICAL OBSTRUCTIONS IN THIS ZONE SHALL NOT EXCEED 1/2" HT. MINIMUM EXTERIOR RAMP WIDTH IS 48" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE. I 1:48 MAX. SLOPE TO PRIMARY ACCESSIBLE BUILDING ENTRANCE I CURB LINE---/ Z-i DRIVE-­' NOT TO SCALE 3$ CN 1 1:48 SLOPE MAX 48" MIN. SEE PLAN REMOVE AND REPLACE EXISTING DAMAGED EXTRUDED CONCRETE CURB (PER DETAIL THIS SHEET) 6 DETECTABLE WARNING PER CITY OF SPRINGFIELD STANDARD DETAIL 3-30 ­N P 0 '51F V 6" MIN 7 4 4 .4 ASPHALT EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 12, rD oi v payt> REMOVE EXISTING STORAGE CONTAINERS AND CARTS eN­Fel_c 0& -1 ONO-[ 7_1 14' S' EASEA -6 0 (D a co p M (n C* -Co: MCN 0) 0 C'4 L_ \e uj 1503- -0 V5 _20,CD Lo Q) C:) 0 -C 00 0 -0 *t 0 x -C F_ nafmi? 6 0-v 3: 0 • • 1 0201 114 'm • EXPIRES: 00 In 0 V_ p O co O z m m X >m - m z f2 z LL. x I 0 (f) > LLJ W M 0 V) ry V) < CO 0 m D z to E o :2 Ld V) CL 6 z CL Project #: 10583 Store #00328 - I , co Designed By: BS to Drawn By: BS Checked By: AK  Date: 09.20-2010 Scale: 1 .=20' Disk File: 10583—pol.dwg u Model: :tt V) Address: 650 "0" STREET SPRINGFIELD, OR Cn NORTH PARKING IMPROVEMENT PLAN FRED MEYER G AS STATION ca In C) Drawing No.: CD 0 n ly M Y R #328 IIIIIIIIIIIIIIt SP INGFI D, 0 GON SOUTH PARKING IMPROVEMENT PLAN 0 10 20 40 NW 1/4, SEC. 26, T 175p R 3W, W. M. SPRINGFIELD, LANE COUNTY, 'OREGON SALE: 1 " -2A' x k M I>< it was MATCH LINE SEE SHEET SP-5 G W X1, tb 53 "(Wiz=44.7 r"Ji 21 It S, 4 7 4.137 p 4 RE" 4 .., E 2 ,,, U, I 0N "If C/1 N! ON __j 15 LF 4" SDR SS @11.0% N  -AINOU1, '(LE-) 4050,26 All d. 1 453// RIM 454.8 4 5 2 LILEANOUT All R 11V 10 LF 6" SDR- V f12 ,,6 Ss 01.0% -------------- im 8 w SANITARY 1*11 J v 4, 8 "(E) 445. 2 0 NEW LYNCH{ /CATCH BASIN B"(1) 445,4(5 RIM=451 AO W, 41$ E) & ff=448-75 (6 tJ BASIN S RM W, DETAIL SHT C5 CA I 1 4 5, 4 0  11,45, i -- i j?'M= RIM .j 4 1, > "i1N1 4 4 WEL -4 8"(E)_4 3-91 t Z i 44-9 F1 -17 C), 7. F` 2 If INSTALL FLOGARD PLUS F I'Vi p CATCH BASIN INSERT 4 4 / 1 6 "414 =4 4 t FILTER BY KRISTAR 4 >t 7 - / 4 A I (TYP.) f4. 1YW 4 NEW IE 448.65 (61) E) 4 CONTRACTOR TO FIELD If INSTALL 4' X 31' METAL AWNING REMOVE AND REPLACE CONCRETE COMPACTOR PAD. SLOPE TO NEW DRAIN. a a awe  O a aaa a m C mll m aaa a illlmlllll  aMa an# a" no a m a lml \ V1, V, 'IV 7 P-F— ! t I 451.59± R w 4 4 8 0 7 12 I ell LI I Z 4' 461.89± M.E. 1-N 451. a 3 A M . 14' ST ORMW A TER h EASEMENT 451.43± M.E. ("ATCH B/A -" N V1, 411 4 MAINTAIN MIN. SEPARATION BETWEEN UTLITIES NEW CAST IRON FLOOR DRAIN RIM=451.30 IE=448.90 (4" W) J V tt 451.65± cv M.E. X it 17 VERIFY HORIZONTAL AND ON BUILDING WALL OVER 2—BAY VERTICAL LOCATION OF TRUCK DOCK. CONTRACTOR TO EXISTING UTILITY PRIOR TO PROVIDE SHOP DRAWINGS FOR CONSTRUCTION. NOTIFY REVIEW AND APPROVAL PRIOR TO ENGINEER OF ANY CONSTRUCTION. (51 It q DISCREPANCIES. CA]TC H BAS IN N 7. 10, it I K If K ri. 3 7 *%=4-ZP83.,_111 I #y INSTALL FLOGARD PLUS CATCH BASIN INSERT FILTER BY If A b. KRISTAR IN ALL EXISTING CATCH BASINS IN THE FRED a IA MEYER PARKING LOT THAT DO NOT ALREADY HAVE THE INSERT (19 FILTERS NEEDED) it 14, i ;I NEW ADA PARKING STALL WITH PAVEMWr MARKING AND SJGN .0, (TYP) 161,195 S.F. It . s, 1 Z NEW SIDEWALK RAMP. MAXIMUM RAMP SLOPE 4% "`4- WIDE TRAFFIC GLOW 12:1. PER DETAIL A SHEET SP-5. If it If PAINT STRIPES,,i2' O.0 - 4 ANGIF) 5 ,loll Id t4 4 ------------------- 00, If If 4 It 401 z i  ter'  INSTALL TWO (2) NEW 7 STALL BIKE RACKS 4. (MAINTAIN EXISTING Q RACK SPACING) PER DETAIL SHEET SP-5. ILI, -------------- At 7 77 77 . - - - - - - - - - - - r 4 ty, - NEW SIDEWALK RAMP. INSTALL NEW 7 STALL BIKE RACK. PER MAXIMUM RAMP SLOPE "N 12:1. PER DETAIL DETAIL SHEET SP-5. I-A, NEW SIDEWALK RAMP. SHEET SP-5. U101 IG NG OVERHAIN MAXIMUM RAMP SLOPE 00 NEW SIDEWALK RAW/. 12:1. PER DETAIL i MAXIMUM RAMP SLOPE J, EX. TREE TO 00 11 If pu SHEET SP-5. A, 12:1. PER DETAIL REMAIN ------------- it -------------------- ------ --------------------------------------------- ------------- ----- SHEET SP-5. .. // Lws 9 t { !- `I`+ d1 l ANG it .00 N it it it -A _Jm= ------------------------------------------- --------------------------------------- ------------------------------ Am L_ J, ---- ----------- 4A Aj V NL fir If If < is n it it It fanner Q) x e /5 1,J) 1 1 NEW CONCRETE NEW CONCRETE PARKING BLOCK 4" WIDE TRAFFIC YELLOW l PARKING BLOCK I NEW ADA PARK PAINT STRIPES (2' O.C. 0 NEW ADA PARKING PARKING STALL WITH PAVEMENT S. CA TC BA,51N RI 4 . D 21 MARKING AND SIGN M 4, 1 (TYP) FL ?0 4- 1 50.25 t 4" WIDE TRAFFIC YELLOW --------- NT STR ES (2' O.C. 0 45 ANGLE) STALL WITH PAVEMENT MARKING AND SIGN (TYP) 4" WIDE TRAFFIC YELLOW 40- ANGLE) PAINT STRIPES (2' O.C. 0 45- ANGLE) NEW ADA PARKING STALL WITH PAVEMENk,`, MARKING AND SIGN Alli- tit 4 ft I-A ti ti It f Ii it; LL, it LC) EI N it 2011 I Uyp) Daile Received.: 12, ( of ° Pay-5 C—) C; 14 00 C CD U) 145 Cq Cj r- n z 0) 04 r, N 0 C,4 ce- .08, IF) V) 4) U) C- CD-L. 0 x C) O 0) _0 0 0- 3: 00 U-) (D N 01 00 U-) C) 00 1.0 0 N x EXPIRES: o• il N N C N CID 5m- m m t2 z 0 to U 0 a. cr_ U.1 z V) Q. V), LIJ (L X 6 z Project #: 10583 Designed By: Drawn By: Checked- By: Date: Scale: Disk File: Model: ress: Ll- Li OQ x CN m 13 E _0 RIO Store #00328 n co to BS CD BS SOUTH PARKING IMPROVEMENT PLAN FRED MEYER to to GAS STATION <D TI it fill it if 11 if 0 10 20 40 SCALE: 1-2 It It all E SEE CuT41.4t, it 4 it If if It! it it . rl it N. If it I it It If fill it It It if EXISTING GROUNUCOVE /~ REMAIN, SAVE, rnv'EC' - KSWRE DURING TREE (NSTALLA m If TREE RO if Fk UN- I ION TO MATCH OR if ER fHAN EXISTIN I 091IAS PRIOR TO Ito PLE 10 3 4 CA vil ` . x it if ' 1,111/2" CAL AS -REQUIRED FORjLNEW\P\,LANTI  . ..'__ `~ ` . . `. | X | EXIPTING SOIL AND ^u6 rv'Oomv~ u^v mccn r mc6nvcn T, ALCOW FOR NEW TOPSOIL AND ]AUI-qH, VERIFY y  um'o"/c rn"On TO THE S/nn/ r / 'mnn o - n;t, ' } f TYPICAL ' \ TYPICAL lit ch it WA\TER QUALITY PLANTER AREA WATR\Q-UALITY PLANTER SECTION ` ---------- SEEJHIS -HET FOR DETAIL / _-_--~-~_____~~ uv* |mw ruv/ wmmx AS REQ U|REO NEW PLANTING FOR ' _L- TYPICAL x ~^ O EXISTING SIGN MAPLt REMOVE ALL EXISTING PLANT MT7RIAL C) AROUND SIGN AS REQUIRED FO, NEW . /` 'J , LANDSCAPE PLANT m"ATERIAL LEGENa"D SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS T STREET T STREET T STREET SHADY LOOP CORNUS KOUSA 2" CAL, S STREET 9 STAKE & GUY ONE GROWING S STREET ITE S ST. 'AS SHADY LOOP DR R ST. tz 2 CAL. AS SHOWN 4 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, Lu BRANCHED AT 61 0 EXISTING TREE TO REMAIN, SAVE, AND PROTECT BLUE OAT GRASS (D PROVET HONEYSUCKLE 0 STREET COMPACT OREGON GRAPE viol '117" MAI-j RUGOSA ROSE ` L LANDSCAPE PLANFING NOTES 1, NET AREA OR NEW AND UPGRADED LANDSCAPING: 4'148 SQUARE FEET 2, ALL NEW AND UPGRADED LANDSCAPE AREA WILL RECEIVE A PERMANENT UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. SEE SHEET L-3 AND 4, 3. NEW IRRIGATION SYSTEM WILL BE AN EXTENSION OF THE EXISTING SITE IRRIGATION SYSTEM. 4` IRRIGATION EQUIPMENT WILL MATCH THE EXISTING EQUIPMENT USED ON SITE. FINAL SITE PLAN 5. ALL EXISTING TREES NOTED TO REMAIN WILL NOT HAVE ANY NEW CONSTRUCTION OCCUR WITHIN THE DRIP LINE. 6^ ALL EXISTING TREES NOTED TO REMAIN WILL BE KEPT FREE FROM TRUNK ABRASIONS. V 2011 7' ALL EXISTING LANDSCAPE AREAS NOTED T0 REMAIN WILL BE PROTECTED BY CONSTRUCTION FENCE. CONSTRUCTION FENCING WILL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT WHICH lr: 8, TPSO|L VV|LL BE PROV|DD TO ALL NBN AND UP ED LAND5 ~ LABORATORY ANALYSIS. AA CONCRETE SIDEWALK GROWING MEDIUM 24" DEPTH x MINIMUM, COMPRISED OF A MIX OF SAND, NATIVE SOIL, LOAM, AND COMPOST, 50% ORGANIC MATTER SHALL BE PROVIDED IN THE GROWING MEDIUM WASHED DRAIN ROCK ~ ti DESIGN WATER SURFACE ' Q. o o 0 o 1 \ p = ~ `u" o \0 V 0 " p/ o0(5] mm MAHONIA BEYOND GROOVED RUSH & GUTTER , 1011 BLOCK RETAINING WALL GEOTEX WOVEN GEOTEXTLE FABRIC AROUND DRAIN ROCK PERFORATED PVC SCH40  Q> 00 0.a ncLCL -^----- Nuv -'4 1 u0U CORNUS KOUSA 2" CAL, AS SHOWN 9 STAKE & GUY ONE GROWING KOUSA DOGWOOD SEASON; NURSERY GROWN, LOW BRANCHED 0 ZELKOVA SERRATA SAWLEAF ZELKOVA 2 CAL. AS SHOWN 4 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 61 0 EXISTING TREE TO REMAIN, SAVE, AND PROTECT BLUE OAT GRASS (D PROVET HONEYSUCKLE COMPACT OREGON GRAPE RUGOSA ROSE COTONEASTER DAMMERI 'LOWFAST' LOWFAST BEARBERRY COTONEASTER 4 POT 12" O.C. AS REQD HOLD 36" FROM EXISTING TREE, WORK G.C. AROUND TREE ROOTS BEACH STRAWBERRY SH,R,U,@,,S, AND TREES A JUNCUS PATENS GROOVED RUSH EXISTING LANDSCAPE EXISTING LANDSCAPE 4 POT 12" O.C. AS REQD WATER QUALITY PLANTER AREA, NO MULCH TO REMAIN, SAVE, AND PROTECT TO BE REMOVED LANDSCAPE PLANFING NOTES 1, NET AREA OR NEW AND UPGRADED LANDSCAPING: 4'148 SQUARE FEET 2, ALL NEW AND UPGRADED LANDSCAPE AREA WILL RECEIVE A PERMANENT UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. SEE SHEET L-3 AND 4, 3. NEW IRRIGATION SYSTEM WILL BE AN EXTENSION OF THE EXISTING SITE IRRIGATION SYSTEM. 4` IRRIGATION EQUIPMENT WILL MATCH THE EXISTING EQUIPMENT USED ON SITE. FINAL SITE PLAN 5. ALL EXISTING TREES NOTED TO REMAIN WILL NOT HAVE ANY NEW CONSTRUCTION OCCUR WITHIN THE DRIP LINE. 6^ ALL EXISTING TREES NOTED TO REMAIN WILL BE KEPT FREE FROM TRUNK ABRASIONS. V 2011 7' ALL EXISTING LANDSCAPE AREAS NOTED T0 REMAIN WILL BE PROTECTED BY CONSTRUCTION FENCE. CONSTRUCTION FENCING WILL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT WHICH lr: 8, TPSO|L VV|LL BE PROV|DD TO ALL NBN AND UP ED LAND5 ~ LABORATORY ANALYSIS. AA CONCRETE SIDEWALK GROWING MEDIUM 24" DEPTH x MINIMUM, COMPRISED OF A MIX OF SAND, NATIVE SOIL, LOAM, AND COMPOST, 50% ORGANIC MATTER SHALL BE PROVIDED IN THE GROWING MEDIUM WASHED DRAIN ROCK ~ ti DESIGN WATER SURFACE ' Q. o o 0 o 1 \ p = ~ `u" o \0 V 0 " p/ o0(5] mm MAHONIA BEYOND GROOVED RUSH & GUTTER , 1011 BLOCK RETAINING WALL GEOTEX WOVEN GEOTEXTLE FABRIC AROUND DRAIN ROCK PERFORATED PVC SCH40  Q> 00 0.a ncLCL -^----- Nuv -'4 1 u0U LANDSCAPE {PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, -PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN —UP, DEBRIS REMOVAL, AND 90 —DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES . ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE — DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE— ESTABLISHING FINISH GRADE AND RE— MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 —DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION, PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE* LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL _LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253- 653 -5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05 -2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON—SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST— CONSTRUCTION MAINTENANCE PROGRAM. 'TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE —IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULITNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "D ". C) NATIVE SURFACE SOIL INCLUDING STOCKPILED SURFACE SOIL, ON- -SITE, MAY MEET TOPSOIL PRODUCT STANDARDS AS NOTED ABOVE, PROVIDED THAT NECESSARY AMENDMENTS NOTED BELOW, ARE ADDED AND EVENLY BLENDED TO SPECIFIED DEPTH. D) NATIVE SURFACE SOIL /STOCKEDPILED SURFACE SOIL (AND TOPSOIL BROUGHT ON SITE), TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6 —CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON —FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30— POUNDS NITROFORM (38 -0--0) 3. 5— POUNDS AMMONIUM SULFATE 4. 40— POUNDS CALCIUM CARBONATE LIMESTONE 5. 40— POUNDS DOLOMITE LIMESTONE 6. 5 —DUNES BORON (AS BORAX). ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR . TO INCORPORATION INTO TOPSOIL. E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: PRUNE DAMAGED TWIGS AFTER PLANTING 1. 0.6 —CUBIC YARDS -PER VOLUME TOPSOIL PROPER GRADE, AS DETAILED. 2. 0.4 —CUBIC YARDS ORGANIC COMPOST. PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED 3. 3— POUNDS NITROFORM (38 -0 -0) NOTE: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND /OR SEED. APPLY SUFFICIENT QUANTITY 4. 1— POUNDS AMMONIUM SULFATE KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. 5. 2— POUNDS CALCIUM CARBONATE LIMESTONE HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH f FIELD ADJUST PLANT LOCATIONS FOR 8 —FOOT SEPARATION OF TREES /SHRUBS AND 2 —FOOT 6. 2-- POUNDS DOLOMITE LIMESTONE GRADE. F) TOPSOIL PEEPA AND INSTALLATION-. PROTECT TRUNK AND LIMBS FROM INJURY. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE 1) VERIFY SUBGRADES. TO —8 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS BACKFILL TO BE SETTLED USING WATER ONLY -- r NO MECHANICAL COMPACTION. ` AND —25 INCHES IN WATER QUALITY PLANTER, AND AS NOTED ON PLANS. THIS REMOVE ALL WRAP, TIES .& CONTAINERS, REGARDLESS t OR POSITION, AND RE— ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH (NO MULCH IN WATER QUALITY OF MATERIAL. J 3 PLANTER AREA). (2) LODGEPQLE STAKES, PLUMB WITH ELASTIC CHAIN BED LINE EDGE LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; 2) ER DI E ANY SURFACE VEGETATION ROOTED IN THE SUB —GRADE PRIOR TO SUB —GRADE REMOVE AFTER ONE GROWING SEASON DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE PREPARATION. REPLACED AND /OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE 3) THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB — GRADES WHICH PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES. HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 INSTALLATION REMOVE AT COMPLETION OF PLANTING DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. HOLD MULCH BACK FROM TRUNK 8" TO 10" 4) REMOVE SOIL LUMPS, ROCK, VEGETATION AND /OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB —GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. FINISH GRADE 5) REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6 PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE ) • PREPARE PLANTING BED PER SPECS; AT MIN., LOSSEN o AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES TIMES BALL DIA. SOIL TO 18" OR DEPTH OF ROOTBALL BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 AND 2 TIMES BALL DIA. INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: REMOVE ALL WRAP TIES AND CONTAINERS PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB —GRADE AND SCORE ROOTBALL AND WORK NURSERY SOIL THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB - -GRADE AWAY FROM PERIMETER ROOTS FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS SET BALL ON UNDISTURBED BASE OR COMPACTED REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS INDICATED TO BE MOUND UNDER BALL MOUNTED. PENETRATION TO SUBBASE ( +) 24" BARK MULCH (TOPDRESSING): ONE— HALF —INCH (1/2 ") SIZE, TO ONE— QUARTER (1/4 "), I.E., "FINE," HEMLOCK /FIR BARK. TREE PLANTING /STAKING DETAIL STAKES: NOT TO SCALE 2 —INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 —INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR 3/8" DIAMETER RUBBER. NO WIRE. 3" MULCH LAYER HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. FEATHER EXCESS SOIL UNDER MULCH ANTI --- DESICCANT: 1 " MULCH AT CROWN "WILT -- PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. 1/2" ABOVE GRADE THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE 1 ABOVE GRADE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES:'. r C!Cj pr`r'nrvvw FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP . v PREPARE SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES PL:ANTIN BELOW CURBS, WALKS AND /OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS, BED" FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE NOTE: , POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL REMOVE CONTAINER AND WORK ELEVATIONS, ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. TREES: SEE PLANT LIST FOR PLANT SPACING. ARRANGE TREES ON SITE IN. PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. LESS THAN 1 GALLON CONTAIN 1 GALLON CONTAINER and LARGER BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL ( PLANTED BEFORE MULCH) ( PLAN'T'ED BEFORE MULCH COMPACTION. GROUNDCOVER PLANTING DETAIL SHRUBS: NOT TO SCALE INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. Z MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND /OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3 —INCH DEPTH. NO MULCH IN WATER QUALITY PLANTER AREA. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 —FOOT SEPARATION OF TREES /SHRUBS AND 2 —FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. HOLD PLANTS FROM PLANTING MAINTENANCE: EDGE OF PLANTER AS NOTED ON PLAN CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE— ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. BED LINE EDGE IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER CURB /WALK DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND /OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES. NOT TO SCALE r z SPACING AS CALLED OUT ON PLAN /PLANT LIST • HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. "' " "' " "IZED WIKt SAEM FENCE OR EQUAL 3,E PLASTIC MESH) POST 6' HIGH MIN. i v vn. vnM.vnl 117E0 WIRE NOTE: 1. CLIP FENCE TO GALVANIZED WIRE 0 5 FOOT ON- CENTER SPACING. Z WIRE FENCE TO STEEL FENCE POST. NOT TO SCALE MULCH AT CURS DETAIL NOT TO SCALE 3" MULCH LAYER 1 " MAX. TOP OF CURB TO TOP OF MULCH CURB TOPSOIL SETTLED OVER ALL TOPSOIL DEPTH OF 3 FEET (COMPACTED CONDITION) CURB BERM HEIGHT 6" MIN. 1 -1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING SOIL LINE: 4" IN MULCH -°-- PAVING (SEE (CIVIL PLANS) SUBGRADE REMOVE EXCESS GRAVEL . ``' AND PAVING owd a c 00 4m 00 Cll 'Nr crncq ON  Lo c0 a x  00 0=2 L n n a I 0 T 7 7 } a s r LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 11 O ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION /SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB --OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF- CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER /LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 25 GPM AT 75 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST /CALCULATION 75 PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL VALVES TO' BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE /QUICK COUPLER /WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS • 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT /CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS- -- BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND WINTERIZATION OF THE IRRIGATION SYSTEM. 8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND /OR ALTERNATE NOZZLES. IN-- NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576 -78, OR EQUIVALENT. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR; AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION /SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE /PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE--- ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30 %. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 —DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ( "FIELD RECHARGE ") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL /EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. __j c 00 LANDSCAPE IRRIGATION NOT S AND DETAILw9... TRENCH CONDMON FINISH GRADE 77 PAVING SEE CIVIL PLANS COMPACTED BACKFILL AT 90% DENSITY (TOPSOIL) AT 95% DENSITY (STRUCTURAL) SLEEVE CONDTTION l o( V ;c SLEEVE(S) ` V C PVC .LATERAL o`v`•' PVC MAINLINE oOno cU NOT TO SCALE co VALVE WIRING PVC SCH 80 SxT 90° ELBOW ALT. WIRE SLEEVE " "D PIPE BED MATERIAL WIRE CONNECTOR - TYPICAL TO BE CLEAN AND FINISIH GRADE • FREE OF ROCK -- LARGER THAN 1/2" WIRE WITH WATERPROOF PVC MAINLINE /LATERAL WIRE CONNECTOR ON CUT END NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-- 1557 -70 (MODIFIED PROCTOR) 0 z V) a z SLEEVE /TRENCHING DETAIL NOT TO SCALE co °-- PVC SCH 80 SxT 90° ELBOW Model: WIRE WITH WATERPROOF V .rr5 WIRE CONNECTOR - TYPICAL k FINISIH GRADE (SIDE INLET ONLY) - -SPEAR WIRE WITH WATERPROOF L _I  WIRE CONNECTOR ON CUT END Address: Z of VALVE BOX =I II =I I WITH COVER a W I I I PVC LATERAL CO o II — TO SPRINKLERS <t 6" CLEAR OF PVC SCH 80 NIPPLE p O 000  O T C AND FEMALE ADAPTOR O O O 65 O O O O ,00 00 00 0 00 oc PVC SCH 80 UNION O O O O PVC SCH 80 NIPPLE IRRIA110N REMOTE CONTROL VALVE; PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. BODY CLEAR OF SUMP ' 1 C.F. 7/8" GRAVEL SUMP -24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. PVC MAINLINE FREDEYER PVC SCH 80 NIPPLE NOTE: z ONE VALVE PER BOX. o PROVIDE EXTRA COILS (18 ") OF EACH WIRE IN VALVE BOX.  COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR PLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE ASSEMBLY Project #: NOT TO SCALE Store #00328 VALVE BOX WITH COVER FINISH GRADE QUICK COUPLING VALVE CENTER IN BOX 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL -- TYPICAL PVC SCH 80 PVC NIPPLE PVC SCH 40 PVC SXSXT TEE OUICK COUPLING VALVE ASSEMBLY NOT TO SCALE 0 = ¢ C'400 0 I to ON p cv o  V) `ova - Eo°oo°c" F na.a.sZ S T ON 6 f' Ark` M. el _ LO 0 6° (VALID ONLY WITH SIGNATURE) T, M C3 r r r. CO N 0 0 cJ c {.; Z cn M c m < d ¢ `O CQ LU :  : o d a ¢ ¢ - CQU00 NOTE: V) LO N MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE.  • ^ Q x Li n E; ry < RAIN SENSOR DETAIL (WALL MOUNT) I  Ip' NOT TO SCALE Imam SPRINKLER - FLUSH MULCH a 4 0 Q .. G ,T<< SPRINKLER Lj w co o z a Model: ° V .rr5 TEE SxSxT U) (SIDE INLET ONLY) Ld W w (n Z Address: Z of W < ~ 'a n, <t 6" CLEAR OF c MANUFACTURER'S LIMITS PREVAIL FOR m m ' OBSTRUCTION ° IRRIA110N PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 0 ' -24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. FREDEYER N MULCH CONDITIONFINAL SITE z GAS STATION o  A NOV - 3" 2011 Project #: 10583 Store #00328 v E — - FINISH GRADE Designed By: AMS ADJUST ANGLE Alp Ianner: Drawn By: AMS SLOPE COVERAGE CONDITIONS. 50% OF Checked By: AK SLOPE ANGLE - TYPICAL Date: 05.19.2010 Scale: 1 " =24' MARLEX 90° ELBOWS SPRINKLER Disk File: 10583-- Pgl.dwg co PVC SCH 40 Model: ° PVC SCH 80 NIPPLE TEE SxSxT o (SIDE INLET ONLY) Address: v PVC LATERAL 550 V STREET SPRINGFIELD, OR NOTE: c MANUFACTURER'S LIMITS PREVAIL FOR LANDSCAPE ' INSTALLATION AND; ADJUSTMENTS. IRRIA110N PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. NOTES AND DETAILS -24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. FREDEYER i 00 POP—UP RISER ASSEMBLY Final Submittal GAS STATION o  NOT TO SCALE 0 9 Qan Drawing No.: 0 °o 1 A2.0 (Oil CANOPY GRAPHICS SCALE: 1/2"=V-0" L H K KIOSK GRAPHICS _ SCALE: 1/2"=V-0" —0 " INSTALL REMOTE CANOPY PRICE SIGN CONTROL BOX +4' --6" A.F.G. ON COLUMN SHOWN ON SITE PLAN. INSTALL CONTROL CABLES (FURNISHED WITH SIGN) INSIDE COLUMN AND THROUGH (1) 2 1/2" PVC CONDUIT FROM COLUMN ABOVE DECKING TO CENTERLINE OF PRICE SIGN CABINET. PAINT CONTROL BOX TO MATCH CANOPY COLUMN M ITEM DESCRIPTION COLOR MANUFACTURER MODEL FURNISHED BY INSTALLED BY A INTERNALLY ILLUMINATED IDENTIFICATION SIGN 0 _ OWNER SIGN INSTALLER r INTERNALLY ILLUMINATED REMOTE CONTROL PRICE SIGN SKYLINE PRODUCTS, INC. OWNER KIOSK GRAPHICS _ SCALE: 1/2"=V-0" —0 " INSTALL REMOTE CANOPY PRICE SIGN CONTROL BOX +4' --6" A.F.G. ON COLUMN SHOWN ON SITE PLAN. INSTALL CONTROL CABLES (FURNISHED WITH SIGN) INSIDE COLUMN AND THROUGH (1) 2 1/2" PVC CONDUIT FROM COLUMN ABOVE DECKING TO CENTERLINE OF PRICE SIGN CABINET. PAINT CONTROL BOX TO MATCH CANOPY COLUMN M SOUTH ELEVATION LE: 1/8"= 1 ' —0" sCA NORTH ELEVATION 4 SCALE. 1/8"=V-0" NOT USED SCALE: NONE EQUIPMENT SCHEDULEO ITEM DESCRIPTION COLOR MANUFACTURER MODEL FURNISHED BY INSTALLED BY A INTERNALLY ILLUMINATED IDENTIFICATION SIGN CUMMINGS SIGNS _ OWNER SIGN INSTALLER B INTERNALLY ILLUMINATED REMOTE CONTROL PRICE SIGN SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER C STATIC WARNING DECAL GAP BETWEEN SIGN AND FASCIA. FASTEN WITH " SITE PLAN w. DISPENSER MANUFACTURER DISPENSER MANUFACTURER D REMOTE PRICE SIGN CONTROL BOX SKYLINE PRODUCTS, INC. WV -- i 2011 OWNER SIGN INSTALLER E SIGN POLE - G.C. TO PAINT BLACK CUMMINGS SIGNS OWNER SIGN INSTALLER F CANOPY FASCIA RED I CANOPY FABRICATOR CANOPY FABRICATOR G CANOPY FASCIA PLATINUM CANOPY PURLIN CANOPY FABRICATOR CANOPY FABRICATOR rte — LOGO - NON- ILLUMINATED (28" H x 37 1/2" W) t CUMMINGS SIGNS OWNER GENERAL CONTRACTOR I PRE-cuT BLACK VINYL ADDRESS DECALS PER LOCAL AUTHORITY SPECIFICATIONS IF REQUIRED GENERAL CONTRACTOR GENERAL CONTRACTOR J DISPENSER DOOR GRAPHICS II`/ WAYNE  R IBM DISPENSER MANUFACTURER K KIOSK FASCIA RED A THIS DRAWING WING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY KIOSK FABRICATOR KIOSK FABRICATOR L KIOSK FASCIA PLATINUM SOUTH ELEVATION LE: 1/8"= 1 ' —0" sCA NORTH ELEVATION 4 SCALE. 1/8"=V-0" NOT USED SCALE: NONE EQUIPMENT SCHEDULEO ITEM DESCRIPTION COLOR MANUFACTURER MODEL FURNISHED BY INSTALLED BY A INTERNALLY ILLUMINATED IDENTIFICATION SIGN CUMMINGS SIGNS _ OWNER SIGN INSTALLER B INTERNALLY ILLUMINATED REMOTE CONTROL PRICE SIGN SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER C STATIC WARNING DECAL GAP BETWEEN SIGN AND FASCIA. FASTEN WITH " SITE PLAN WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER D REMOTE PRICE SIGN CONTROL BOX SKYLINE PRODUCTS, INC. WV -- i 2011 OWNER SIGN INSTALLER E SIGN POLE - G.C. TO PAINT BLACK CUMMINGS SIGNS OWNER SIGN INSTALLER F CANOPY FASCIA RED I CANOPY FABRICATOR CANOPY FABRICATOR G CANOPY FASCIA PLATINUM CANOPY PURLIN CANOPY FABRICATOR CANOPY FABRICATOR H LOGO - NON- ILLUMINATED (28" H x 37 1/2" W) t CUMMINGS SIGNS OWNER GENERAL CONTRACTOR I PRE-cuT BLACK VINYL ADDRESS DECALS PER LOCAL AUTHORITY SPECIFICATIONS IF REQUIRED GENERAL CONTRACTOR GENERAL CONTRACTOR J DISPENSER DOOR GRAPHICS RED WITH WHITE LETTERS WAYNE DISPENSER MANUFACTURER DISPENSER MANUFACTURER K KIOSK FASCIA RED A THIS DRAWING WING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY KIOSK FABRICATOR KIOSK FABRICATOR L KIOSK FASCIA PLATINUM KIOSK FABRICATOR KIOSK FABRICATOR M CANOPY 110 1 /2" CANOPY DECK PANS THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES CANOPY FABRICATOR CANOPY FABRICATOR N 6" DIAMETER BOLLARD — G.C. TO PAINT SAFETY RED CANOPY GUTTER OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE CANOPY GENERAL CONTRACTOR GENERAL CONTRACTOR 0 HEALTH AND SAFETY DECALS AS NOTED m WAYNE 10583 A2.0.dwg , DISPENSER MANUFACTURER GENERAL CONTRACTOR P KIOSK — PREFABRICATED ESSENTIAL GRA SW6002 ry NOT TO SCALE KIOSK FABRICATOR GENERAL CONTRACTOR Q DISPENSER Y. ELEVATIONS WAYNE SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLED rnnlnlrinnlc AnIn Annl Innis, r nnnr-<' OWNER GENERAL CONTRACTOR R ISLAND FORMS -- G.C. TO PAINT GRAPHITE SW4017 OPW OWNER GENERAL CONTRACTOR S CANOPY COLUMNS — G,C. TO PAINT ESSENTIAL GRAY SW6002 CANOPY FABRICATOR CANOPY FABRICATOR T U— SHAPED BOLLARD — G.C. TO PAINT SAFETY RED RIVERSIDE OWNER GENERAL CONTRACTOR U PRICE SIGN, SEE DETAIL 8, THIS SHEET SKYLINE PRODUCTS, INC. OWNER SIGN INSTALLER V ILLUMINATED CHANNEL LETTERS CUMMINGS SIGNS OWNER SIGN INSTALLER W WASTE RECEPTACLE /WINDSHIELD SERVICE CENTER DC1 MARKETING OWNER GENERAL CONTRACTOR X ILLUMINATED LOGO SIGN CUMMINGS SIGNS OWNER SIGN INSTALLER Y PUMP NUMBER FLAG CANOPY FABRICATOR GENERAL CONTRACTOR 1 /21 SIDE I 6 DISPENSER ELEVATION SCALE. 1/2"= 1 0 „ (- VERIFY LOCATION OF PRICE SIGN I IAIITI 1 ["iTf” Il' 1 AAI r\ r1 Al A 11A IG) EAST ELEVATION , SCALE: 1/8 " =1 -0 U VI 1-4vy 11 t+l i 8 t A2.0 g VERIFY LOCATION OF PRICE SIGN WITH SITE PLAN DRAWINGS A2.0 WEST ELEVATION 10 SCALE: , 1 /8 —1 —0 " t CANOPY PRICE SIGN GRAPHICS SCALE: 1/2"=V-0" PRICE SIGN GRAPHICS  'nvLDD CDD ']i ,CiG1DD G pG3CC70M[ DD SCALE: 1/2"=-0" 1 SIGN CONTRACTOR TO BOLT BRACKET TO L _ <1 L2 "x2 "x1 /8" MOUNTING IRON FURNISHED WITH CANOPY PRICE SIGN GRAPHICS SCALE: 1/2"=V-0" CANOPY PRICE SIGN GRAPHICS  'nvLDD CDD ']i ,CiG1DD G pG3CC70M[ DD SCALE: 1/2"=-0" 1 SIGN CONTRACTOR TO BOLT BRACKET TO MOUNTING IRON WITH 1/2"0 THROUGH BOLTS <1 L2 "x2 "x1 /8" MOUNTING IRON FURNISHED WITH SIGN CABINET L 1 1 /2 "x 1 "x 1 /8" TO SIGN BOX TO CLOSE VERTICAL  CANOPY PRICE SIGN GRAPHICS SCALE: 1/2"=-0" 1 SIGN CONTRACTOR TO BOLT BRACKET TO MOUNTING IRON WITH 1/2"0 THROUGH BOLTS L2 "x2 "x1 /8" MOUNTING IRON FURNISHED WITH SIGN CABINET L 1 1 /2 "x 1 "x 1 /8" TO SIGN BOX TO CLOSE VERTICAL  GAP BETWEEN SIGN AND FASCIA. FASTEN WITH " SITE PLAN 10x3/8" SELF TAPPING SCREWS @ 6" O.C. PAINTED BLACK, SUPPLIED AND INSTALLED BY SIGN INSTALLER 12 WV -- i 2011 SIGN — CANOPY FASCIA BEYOND CABINET PRICE SIGN CABINET [irir; _jz—_. SIGN CONTRACTOR TO BOLT SIGN CABINET —_ TO ANGLE WITH 1/2"0 THROUGH BOLTS I L3 "x3 "x1 /4" ACROSS PURLINS FURNISHED AND INSTALLED BY CANOPY FABRICATOR . 1 l V) CANOPY PURLIN CL o ` 4 L 1 1/2" x 1 1/2" x 1/8" ANGLE v t BRACKETS FURNISHED BY CANOPY FABRICATOR AND INSTALLED BY SIGN CONTRACTOR Ns... v V) 1 "x3" ANGLE BY CANOPY FABRICATOR uj  `  A THIS DRAWING WING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY z REPRODUCTION OR ALTERATION OF THIS DRAWING WITHOUT THE EXPRESS z WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED. (NOT PUBLISHED: ALL RIGHTS RESERVED) NOTE TO CONTRACTOR: 110 1 /2" CANOPY DECK PANS THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET POCKET IN CANOPY GUTTER OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE CANOPY FASCIA READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND DECKING INCLUDING FEDERAL A.D.A. REQUIREMENTS, THIS SET ASSUMES THAT THERE AS NOTED m ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS 10583 A2.0.dwg , cam+ SECTION { AT CANOPY SIGN I ITHE ITHE 9 5x GD :..... T S RESPONSIBILITYSIGNIFICANT OF GENERAL CONTRACTOR TO CONFORM TO ALL ry NOT TO SCALE APPLICABLE CODES AND TO INFORM THE OWNERS /ARCHITECTS OF ANY QUESTIONS 650 "Q" STREET SPRINGFIELD, OREGON OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE Y. ELEVATIONS AND SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLED rnnlnlrinnlc AnIn Annl Innis, r nnnr-<' 1v Of 9 p9ts Kc n U a, LO 1-' u> o 5.. rn 10) cis N c-- I 0 C?r'` 0 co L°0 °^ 0 -C N C 4 x O <Dr- p NS4 15803PE OREGON - 171 EXPIRES: W rj Zm ©m U} W . 1 l V) ` 4 O nn LijN J Ns... v V) o L'j 10583 Project: Designed By: DLJ Drawn By, ELS Checked By: DLJ Date: AUGUST, 2010 Scale: AS NOTED m Disk File: 10583 A2.0.dwg , Model: OREGON 5x GD :..... ry Address: 650 "Q" STREET SPRINGFIELD, OREGON EXTERIOR Y. ELEVATIONS AND SIGNAGE Drawing • ,e Rece4'.. 1 I I I a x v z L w I cQ D