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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/21/2009 DEVELOPMENT AREA: 0.39 ACRES (16816 SQ. FT.) BUILDING AREA: 2556 SQ. FT. SANITARY MH~/. NEAREST FiRE HYDRANT RIM=460.56 . / TO THE NORTH LIES 8" N.INV.=455.14' / S29i6'18"W, 691.71' 8" S.INV.=455.14 FROM THE CALCULATED 4" t:" /'NV.=455. t'25j NORTHWEST CORNER OF 1;;../,. .;t? THE PROPERTY. TRANS. POLE W/ GUY ANCHOR . / / ~ ~ ~ ~ ~ RESTAURANT ~ ~ ~ STORM MH RIM=460.60 '2,," N.INV.=457.62/ 8 E.INV.=457.8~ CA TCH BASIN R/M=460.25 BOTTOM=457.50 8" W.INV.=457.89 ~;/ , /', . ~ ') r EX. LUMINAIRES - DOUBLE COBRA HEADS IN MEDIAN (NO SURVEY DATA - POSITION APPROXIMATE) .. :t!i \~ J V//U//?/;;'//;)J///;;;////H/~///////~' V GAS METER ~~ i p.--, - . POWER METER ~~ ~"P ~,~~ -;:' :.--~////////////////////////////////. ~ ~ ~ SHOPPING CENTER ~ i ~ ~ ~ NEAREST FIRE HYDRANT (H-271) LOCATED 285 FEET ~ TO SOUTHEAST AT NORTHWEST CORNER OF THRIFT STORE. o / ~ (MEASURED FROM SOUTHEAST CORNER OF EX. TACO BELL) ~.tW'~////~ \ ;l 4 a ~# ~ $ ~ fi4.~ -\-' t.-J A ~J o PROPERTY LINE CONSTRUCTION BOUNDARY SANITARY MH RIM=460.79 ' 8" N./NV.=456.17 8" SE/NV.=456.24 8" SW.INV.=456.29 3" S./NV.=456.51 > SCALE (FEET) 20 )( , 40 , o CATCH BASIN RIM=461.28 ~, NEAREST FIRE HYDRANT 6" S./NV.=459.81 TO THE SOUTH LIES 8" EINV.=459.49 S2879'11"W, 306.71' 8" W.INV.=459.52 FROM THE CALCULA TED 1n . SE.lNV. =460.50 SOUTHWEST CORNER OF THE PROPERTY. \ hXISTING SITE AS SUR"bYbD BY.FORD AND ASSOCIATES (PROPOSED l\tJODIFICATIONS SHOwN AS GRAYSCALE) PRO~'.ESSIONAL ~PRESbNTAl.;I" J:t.:S 1. Mike Sanders, Owner (Bellco) P.O~ Box ~.~. Springfield, Oregon 97477 5. Yum Brands, Inc. Taco Bell Corporation 1790 Von Karman Irvine, California 92614 Phone: (949) 863-4500 Phone: (541) 726-8628 2. Larry E. Reed, Designer, Land Use Planner, Project Coordinator. JRH Transportation Engineering (Land Use Planning Division) 4765 Village Plaza Loop, Ste. 201 Eugene, Oregon 97401 Phone: (541) 687-1081 3. Steve Woods, Land Surveyor (Ford and Associates). P.O. Box 22735 Eugene, Oregon ~7402 Phone:. (541) 344-1852 4. Brian Genovese, Engineering P .E. JRH Transportation Engineering 4765 Village Plaza Loop, Ste. 201 Eugene, Oregon 97401 Phone: (541) 687-1081 ,. ..-' ' SHbET NO. C-l00 C-l0: . C-l02 C-l03 L-l00 L-l0l () () ~ en ~ ~ I ~ STo -!~EOMONT ST, PL~ASANT SL ~ ,____ I SL I j) STo STo I- STo w ~ CL- <I KINe; BL VOo L WILLA /PAR ~, STo r"'. -,- ~ i I> STo / '\ I> Z --.J cc W I- 0::: <I U ~ 1/0<>, Qj / Ii / STo + ALANE ~ 0 ~'<' McKENZrrt:- ~ ~ WILLAMET'fE' - " . + MEMORIAL HOSPITAL -- ST J o I- (f) o I- (f) CT CO'IER SHEET TACO BELL MAP NO. 17. 03 25 43 TAX LOT 4101 SPRINGFIELD, OREGON SH~ET TITLE 'Existing Site Conditions and Title Page Site Plan Grading & Drainage Plan Drainage Areas and Hydrographs . Landscape Plan Landscape Plan - Bioswale o I- (f) I l- I"-. \ ~ OL YMPIC --- \ \' "-.. --~ I I- co ~ SCOTT STo ... I- 1M/ ST:n -..... IL / STo " --- MARTIN LUTHLR :>~OJ::CT AR::A I J / STo STo r- (f) ~ N If.! MAPLE ELEM. SCHOOL o I- IH' (f) -~ --- STo 0 I> 1-- I- 0 (') (f) I- ~ CJ 0 I- -7 0:::: "'- CS) ('\J (Y) N (-J N "- IGI I -L ' ~, I- IF I co STo ~ I o I- (f) o 0:::1 (Y) N Ki o I- (f) I I- LD N DUBBINS. ,/ [ ST 0 - ~ L ST g C IF I ~T f ~ tJJ; ~k )~C'lolff f tffwr-q DEe 2 1 2009 ~ 1 \ c PLI'tN T~riginat Submittal W1w ~ CThw f3e.ll) VICINITY MAP >- CD z o F a.. fi: () C/) w o W I- <( o ::::t4:: (j) /' <( . I n . I > U o z - cG ~ ~ Z - o z ~ z o i:: ~ c:G o O-t V) Z ~ 1- :r: cG ~ ~ --.. c o U) CI) L o ... u CI) .- 4- U) C .- L () (j) Q) S ~ N ~ LI.l !!3 !:: " - :J ~ V> ~ c...- ~~~ ~~oo c..8Q LI.lLl.ll;O ~~~ :::u.S~ >ZLI.l ~bSd r:::::JO oo;f'<LI.l> (Y I I I I /: I I I U .. I n (Y > <( J > m m y S <C I o 2 , PAF kE~,~ 'GEl 25 =-MOO[) - ~~ Jb I rr f . I . I l I , m oL() uo <(L() ~ '\ RENEWAL 06/30II( I 12/3109 I BKW I I I 2093-C DATE DRAWN DESIGNED CHECKED PROJECT. # SHEET TITLE COVER SHEET NUMBER . Df Co C-100 1 OF 6 SHEETS ~\~ I . //\~ / /'()x?( )~ EX. LUMINAIRES - DOUBLE COBRA HE~S IN ~N (NO SURVEY DATA - POSITION APPRO~~~E) I I II J ~J o 36" MASONRY W1 h 2'01/ 1/ 1/ 1/ I/! ~ /il ~ I!:~ l<J / lJ PROPOSED TREE WELL lJ , o SCALE (FEET) 10 ~ 1# ~~ .~ ~. Qtti ~ ~ ~ J::I ~0 tf7 ~ ~ U; ~ ~4 ~ ~t8 e- 't; ~/~o O ~~ -~ ~~ ~~~ ~t1j ~ &- .f EX. TREE WELL . ~ $" 20' ~& ' <:) ~ ' #~ / ~ . 00' ,~~ , [J'\::::. I / , , I ~ TO DUTCH BROS. COFFE/E DRIVE - THRU II lJ EX. 1 j.. STORM WATER LINE I EX. 8" STORM ~ ~ LINE. ~! /""'" ?\~ fLL DRIVE II I , ~, i ,~, /''1 , /t ,'tt ttff ,0 ,).... I~~ ,~ '0" I Ii ,'b , /0-' EX. CATCH BASI N <1 .d 4. <]. 4 <1 '. SITE LIGHTING EX. CURBS- ~ Q ~o ~ ~ ~ ~ ~ o 6-BIKE , SHORT TERM ,.04170 PARKING ~lVh ' l/Y,qtVC~ \ SITE LIGHTING' o 2-BIKE . LONG TERM PARKING COVERED & ENCLOSED- 4' !--.. _* C) ~ s 'f5 Q. ~ " (!) tJtf~ / Q28~ ~ ~~~~ ~~ ~ .t::: ~ " ~ 8~$'l<J ~ 4...~ 0 / ,,~ ~ C? @ II DRIVE - THRU DIRECTIONAL SIGNS (BACK- TO-BACK) 21 .81 ' (EXISTING) EX. FENCE - o . COVERED TRASH ENCLOSURE 0 PER SDC 4.4-110 - 6-FT. HIGH 0 MASONRY BLOCK SCREEN ~;;~ P !-L _ \ IIlIDl -10.55'-- BOLLARDS - _~0;;;;:0/:::/);/;;;;:0;;;;:0;:;;:; 0~ / / ~ o ;: ;:: o o >> ~ 0~ ;:/ // / , / ~;;;~0;;;/?;~0;;;;0;:?:0;;;:::0~ 8.83' EXISTING BUILDING TO REMAIN OVERHEAD CLEARANCE B STRUCTURE SITE LIGHTING . > I" 1/ ~ < SITE PLAN TACO BELL MAP NO. 17 03 25-43 TAX LOT 4101 SPRINGFIELD, OREGON DEVELOPMENT AREA: 0.39 ACRES (16816 SQ. t-I.) BUILDING AREA: 2556 SQ. FT. BUILDING: IMPERVIOUS SURFACE: LANDSCAPING: 2556 SQ. FT. 10693 SQ. FT. 3567 SQ. FT. 1 5% OF SITE 64% OF SITE 21 % OF SITE CONSTRUCTION NOTES: 1) DURING DEMOLITION, LOCATE AND PROTECT WATER, SANITARY WASTE WATER AND STORM LATERALS AT PROPERTY LINE TO RE-USE .CONNECTIONS FOR NEW BUILDING. 2) ,AFTER SANITARY WASTE WATER AND STORM WATER LATERALS HAVE BEEN LOCATED AND PROTECTED, CONTACT CITY PUBLIC WORKS-ENGINEERING (CLAYTON MCEACHERN, P.E. - PH. 736-1036) TO FIELD VERIFY SANITARY LATERAL IS CONNECTED TO SANITARY MAIN AND STORM LATERAL IS CONNECTED TO STORM LINE. 3) NO WORK PROPOSED WITHIN CITY RIGHT-OF-WAY EXCEPT FOR 3 ADDITIONAL STREET TREE WELLS. 41 .~ . ,<I .' SIDEWALK & DRIVE- THRU ,: .4': '41 .... ~ OUTDOOR SEATING .. ... ... ... .. .. .. .. ... .. ... ... "IT " .. .. ... ... ... . ... ... ... ... ... ., ... 'f, ..v.... ... ... .. ... v ... 'l . ... ... ., .... . . .. . . ,.. ... ... 'f, . ... ... .. . . .... .... ... . ... .. .., 'f, .......... ... .. ... ... . ... .. ......... LANDSCAPED AREAS (SEE SHEET L-100) ~J CURB AT DRIVES. PARKING AND LANDSCAPED AREAS. P/L PROPERTY LINE R/W RIGHT-OF-WAY, LINE SWALE DIMENSIONS AT "A" - "A": SWALE TOP WIDTH: 5.5 FT. POND TOP WIDTH: 3.9 FT. SWALE BOTTOM WIDTH: 1.5 FT. WATER DEPTH: 0.75 FT. FREEBOARD: 0.5 FT. SIDE SLOPE: 1.6:1 I \ 36" MASONRY WALL -:,:.1.",,: \ . DRIVE-THRU EX. WALK ;. :I .~ ~ . I. :; ..~..: flllt-. ~'t 4 / FOR PLANT MATERIAL SEE SHEET L-101 (LANDSCAPE PLAN) SECTION "A" - "Aft SWALE DIMENSIONS AT "B" - "B": SWALE TOP WIDTH: .3.3 FT. POND TOP WIDTH: 2.3 FT. SWALE BOTTOM WIDTH: .8 FT. WATER DEPTH: 0.75 FT. FREEBOARD: 0.5 FT. SIDE SLOPE: 1 : 1 EX.. PARKING LOT \ DRIVE-THRU ON ADJ. PROPERlY / ". ," J ~~.~~Jdyiif\ . r &W~ FOR PLANT MATERIAL SEE SHEET L-101 (LANDSCAPE PLAN) SECTION "B" - "B" Date Rece,ve~i: DEe 2 1 lOug-- Origin?' ~ubmittal, >- t.D z o I- a.. 0::: <.> (/) w o I=! <( o ==tI::: (j) './ <C . I n . I > U o z 2 t,..l;J t..t.J Z G z t..t.J Z o ~ ~ o Cl.c V) Z ~ I- :r:: 0:::: --, ~ ~ 0) S ~ N (.0 ~ v) t: ($; ::> ...4 V) oo:t' l.Ij Q..-:>< 00<: 9;;tl-I.. <::n ~zoo _ 0 0 -{;)'"1 ~~bO ~~~ ::l.LS;jt; > z~. t8~~ 1'- ::> 0> oo:t'loS.l (Y I I I I './ I I I U I (Y <C > n >. J m ~ c o U) (l) L o A u (l) .- 4- u> C .- L (') (f) m y 5 <C I o .2: DATE DRAWN DESIGNED CHECKED PROJECT # \ 2093-C SHEET TITLE ,SITE PLAN I . I l I , m OlD uO <ClD ~ \ - I 12/3/09 I BKW I BKW I SHEET NUMBER -- C-101 2 OF 6 SHEETS GRADING PLAN TACO BELL MAP NO. 17 03-25 '43 TAX LOT 4101 SPRINGFIELD, OREGON FLOOR DRAIN TO ~/Y \~ SANITARY SEWER' \ I 1 A ~J o LD 0"' (Y) 1'- ..--l C() ~ (Y) 1'- C() CSl CSl lSl CSl '<"-l ..--l . . . ..--l ..--l (f) (f) ~ ~ + + ':'_J-"'-"'~~ - DEVELOPMENT AREA: 0.39 ACRES (16816 SQ. FT.)' BUILDING AREA: 2556 SQ. FT. BUILDING: IMPERVIOUS SURFACE: LANDSCAPING: 2556 SQ. FT. 1 0693 SQ. FT. 3567 SQ. FT. 15% OF SITE 64% OF SITE 21 % OF SITE , o SCALE (FEET) 10 I 20 .GENERAL NOTES: 1) ELEVATIONS AND TOPOGRAPHIC FEATURES (BASE MAP) FOR THIS GRADING PLAN WERE PROVIDED BY FORD AND ASSOCIATES. 2) INSIGNIFICANT EARTH WORK NECESSARY (LESS THAN 50 CU. YDS.). NO SEPARATE GRADING PERMIT REQUIRED. ~. "'" /: r Ii <--j tJL.f ~ONSTRUCTION NOTES: 1) NEW PAVING AND SUBGRADE CONSTRUCTION TO ACHIEVE 80,000 LBS. STRUCTURAL CAPACITY (FIRE EQUIPMENT) EXCLUDING DRIVE- THRU WINDOW LANE. 2) NO GRADING OR PAVING PROPOSED WITHIN STREET RIGHT-OF-WAY. / I / 1/ / / / / / ~. ~ ~ # ~ ~ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ CATCH BASINS: 24"L X 18"W X 33"0 CATCH BASIN FILTERS: STORM-PURE OR EQUAL FILTERED FLOW RATE: 0.51 CFS MAX., FLOW RATE: 3.1 6 CFS nnn.nn XX38t PROPOSED ELEVATION nnn.nn - ELEVATION XX - FF - FINISH FLOOR TW - TOP OF WALK AC - TOP OF ASPHALT EP EDGE OF PAVEMENT / N/ -+463.86' \ \ \ nnn.nn' ++ EXISTING ELEVATION CONSTRUCTION LIMITS (SAWCUT LINE) ~ DRAINAGE FLOW DIRECTION j I (Y) ..q- TYPICAL PAVEMENT SECTION - 4" LEVEL 3, )2" DENSE HMAC IN TWO - 2" LIFTS I /-} ! I / I I I 1 i / / NOTE: AN ENGINEERED ALTERNATIVE PAVEMENT DESIGN MAY BE USED 'SUBJECT TO REVIEW AND APPROVAL BY CITY PUBLIC WORKS - ENGINEERING. UNDISTURBED EARTH ,j Date Received" DEe 2 1 2009 Original Submittal. <:..:I Z 2 l-LJ l-LJ Z (5 Z l-LJ Z o ~ ~ o O-c V) Z ~ I- :r: 0:::: -- ~ ---. 0') 6 ~ N to Iof,J v1 !:: ~ ::> ~ V') ~ l./') Q..-:>< 80< ~rtr.z..; ~~~ 1of,J1of,JS) ~~~ .....l .~ -zl./') >~1of,J l./')t:')U ~::>o '<t'1of,J> (Y I I l I ,/' I I l U -> / n (Y > <( I > m m y c 5 0 01 <( Q) (J) L I 0 ./ I <( I 0 ~ I I I u I m .2: Q) n . --- '+- I 0 L() (J) c > U 0 .- L <( L() 0.. U I , (f) >- CD ------- z o E= a.. i2 () CJ) w o I=! <( o ==It:: I 12/3/09 I BKW I BKW I I 2093-C DATE DRAWN DESIGNED CHECKED PROJECT # SHEET TITLE GRADING SHEET NUMBER C-102 3 OF 6 SHEETS I DRAINAGE AREAS TACO BELL MAP NO~ 7 7-03' 25-43 TAX LOT 4707 SPRINGFIELD) OREGON TOTAL DRAINAGE AREA: 0.63 ACRES (27574 SQ. FT.) BUILDING AREA: 2556 SQ. FT. ~. .s ~ # ~ j GENERAL NOTES: 1) NEW DEVELOPMENT IMPERVIOUS AREA IS LESS THAN EXISTING DEVELOPMENT IMPERVIOUS AREA (23409 SQ. FT. VS. 27574 SQ. FT.). 2) ALL ROOF-MOUNTED EQUIPMENT SHALL HAVE MANUFACTURER'S INTERNAL CONTAINMENT - SEALED TO PREVENT SPILL/LEAK CONTAMINATION INTO STORM WATER SYSTEM AND/OR GROUNDWATER. A). AREA DRAINS TO STORM TOTAL DRAINAGE AREA; PERVIOUS AREA: IMPERVIOUS AREA: PEAK FLOW RATE: TOTAL RUNOFF: DRAIN SYSTEM. 18726 SQ. FT. 955 SQ. FT. 17771 SQ. FT. 0.35 CFS 4600 CU. FT. I I I;j AREA DRAINS TO BIOSWALE. TOTAL DRAINAGE AREA: 8848 SQ. FT. PERVIOUS AREA: 321 0 SQ. FT. IMPERVIOUS AREA: 5638 SQ. FT. PEAK FLOW RATE: 0.116 CFS TOTAL RUNOFF: 1595 CU. FT. 3) TACO SELL TOTAL AREA (AREA "A" & AREA "8") 24 HRJ2-YR. STORM 0.600 1-1lX. DESIGN FLOW I -POST.oW. DESIGN FLOW 0.600 OAOO lo.soo p 0.200 0,100 0,000 ",. . , .. ~~.#,~"#"""",~~""""""",,, TJrae(mln.) TACO SELL AREA "An 24 HR.12-YR. ~TORM 0.400 00' 0,350 0.300 .. 0.260 J 0.200 P 1-1lX. DESIGN FLOW I -POST.oW. DESIGN FLOW 0.160 0,100- 0,050 0.000, . ~~.#'$""""""~~"""""""'" Til'IIe (mln.) TACO BELL AREA "s" 24 HR.I2-YR. STORM 0,200 SCALE (FEET) , o 10 DEe 2 1 2009 0,180 0.160 II d ,-ex. DESIGN FLOW I -POST.ow. DESlGN FlOW 0.140 0,120 J 0.100 - P 0,080, 0.060 0,040 0.020 0.000- . 11> ~~.#,~""""""#~""""#"",,,, TIme (mln.) <:.:;) z 2 t.J-1 t.J-1 Z 5 z t.J-1 Z o ~ ~ o ~ V) Z ;2 I- :r: ~ ~ ~ ---. en S ~ N CO w vi ~ ;;l; 5 ~ V') ut; Oc.. ..... >< 0< 9r:;ts.:r.. ~~<<l ,.. 0 0 -o~ wwbc5 ~~~ ::wut; >z~ tB~~ ~@~ (Y II , t /' I I , U ~ I n (Y > <( I > m m y c 5 0 01 <C ()) (j) L I 0 ./ , <( I 0 ... , I I I > u m ()) n .- \ I I 0 L.() 01 U 0 c > .- <( L.() L n U I \ (J) >- l.D ------ z o F a.. a::: <..> (f) lJJ o l=! <( o ~ I 12/3/09 I BKW I BKW I DATE DRAWN DESIGNED CHECKED PROJECT # 1 2093-C SHEET TITLE DRAINAGE SHEET NUMBER C-103 4 OF 6 SHEETS ) ( LABEL FUNCTIONI LOCATION QUANTITY COMMON NAME (SCIENTIFIC NAME) SIZE! CALIPER LANDSCAPE PLAN TACO BELL MI-,P NO. 17-03 25 43 T A X LO T 4101 SPRINGFIELD, OREGON o z 2 ~ ~ z G z ~ z Qz ~Q ~~ o~ ~o V) z~ ~:g 1--0 :cz ~:5 ~ ~ (j) s ~ N (.0 ~ u1 !::: """ ~ ~ V') ;1; 0..8 s ~ ..;.JrtJ,.t.. ~~oo 0..8S; ~~bo ~~~ :;::!u.i;1; >z~ ~~Sd ~@~ ! )f I; ~ '\... . / SEE SI:1.I:b.l LolOl I) ~\ I? FOR AREA "J" (SW E) /I:Jf\. LANDSCAPING .0" hRALL LANDSCAPE PLAN j' f }5f '~. o ~ ~ >> ~ ~ i%1; PLANTING SCHEDULE l:). ~ ;_ =-:-'f!f0;:"~0/;~0/;/::0///::%0:-::~ . ~ i ~ >> 0. ~ >> I'l. o i ?i o :;;;:";:0/:-/::0/;/::%0/::;:0:-::;:0; B Street tree 3 Trident Maple 2 in. (Acer Buergeranum) COMMENT: See deciduous tree planting detail. Canopy tree 2 White Ash 2 in. (Fraxinus Americana) COMMENT: Select seedless Autumn Applause or Autumn Purple. Specimen tree 2 Japanese Dogwood(Comus Kousa) 1.S in. LANDSCAPE DESIGN - INSTALLER NOI'ES / ) ~ # j~ i A ~ IlI!I C F Patio screen 5 Holly - Inkberry S gal. pots (Hex Glabra) COMMENT: Select Dwarf Compacta! Plant 2.5 ft from building, sidewalk, and curb face, then 5-feet on centers. Parking lot shrubs 18 Virburnum 5 gal, pots (Caprifoliaceae) COMMENT: Select Viburnum Titus "Dwarf' Window lane 9 Arborvitae-Western Red Cedar 4 ft. tall screening (Thuja Occidentalis) COMMENT: Select variety "Brandon" - Plant 4-ft on centers Landscape shrubs 6 Privet Honeysuckle 5 gal. pots (Lonicera Pileata) Ground cover 45 Bear Berry! Kinnikinnick Half-gal, pots (Arctostaphylos Uva-Ursi) Front of building 5 BouldersIRocks 2 Large 3 Smaller 1. All landscaped areas shown on this sheet 'are to have an underground landscape irrigation system, suitable to maintain the trees, shrubs, and ground cover depicted and listed in the tables. This system is to be a drip irrigation system, meeting industry standards. This system is to be done by design! build process. The system plans will be submitted to the City as part of the City's building permit plan review process. D E 2. Sanitary sewer; storm drain system; water lines, including underground irrigation lines shall be installed prior to the planting of the plant material. It is the responsibility of the landscape installer to coordinate with the other underground service and utility installers and the owner prior to setting of the plants. ~ G J H H-l 3. Landscape installers shall maintain positive drainage for topsoil in all the landscape areas per plants, (Y , I I I I / I I J U ~ l n (Y > <( I > m 4. Place 3 inches of mulching material (bark mulch or gravel, as depicted) over topsoil; provide weed barrier under gravel mulch at the menu board area. Also, gravel mulch shall be continuous to the edge of the 9..inch steel border, concrete curbs, and landscape wall, including around and under all plants, I. -Area LANDSCAPE AT LANDSCAPE WALL AND J\'rnNU BOARD Per Plan inset-detail 5. At the parking lot planting islands, maintain 3 fe.et from the face of curb at head-in parking to the center of the shrubs to avoid front of vehicles damaging the plants. 7, For bioswale see Sheet L-l 01 - Note excavated soil below bottom of swale to be replaced with 2 feet of planting mediUm (60% loam and 40% organic compost). Also see Civil Engineering sheet C-IOO and Taco Bell T-50 Building plan set for additional details for the menu board, landscape wall and public sidewalk wall, order confirmation board! canopy, and clearance bar, 6. SCALE (FEET) Quantity Common Name Size ~ ... (Scientific Name) 0 20 40 1 4 Hamelin Grass 3 gal. pots (pennisetum Alopecuroides) 2 3 Dwarf Yaupon Holly 3 gal, pots (TIex Vomitoria Nana) 3 2 Mugo Pine 5 gal, pots (pinus Montana) 4 21 Blue Grama Grass 3 gal, pots (Bouteloua Gracilis) 5 10 Smaller Boulders 9 to 12 in, Larger Boulders 24 to 30 in, 6 1.5 cubic Gravel Mulch 2 to 3 in. yards (3-inch aggregate) 7 8 feet Steel Edging 9 in, wide approx, > Height 12 in. 18 in. 12 in, (minimu 10 in. m y c 5 0 Q) <C Q) (f) L NOTE: I 0 / J <( J 0 THE LANDSCAPE PLANT SELECTION WAS DONE BY JRH LAND USE W u PLANNING SECTION/LARRY E. REED, DESIGNER J m ,> Q) n 'I J 0 L() Q) C > U 0 +- '<I <( L() L <I (l U I (f) I \ LJ Gj >- CD LJ ----- LJ 3 in. above grOt 6 in. below grO\ "...~." .... Ii lJ Ii \ r <I LJ LJ <I Organic soil mix (2 inches min.) Remove burlap and ties from top Y2 of root ball. Screened native soil. Scarify 4 J! deep and recompact, Undisturbed native soil. Organic soil mix (2 inches min.) ~ <I V.."~,,~~' ~%.."V~~~ . Do no t cu t main leader (Y Ct. G,,~ 0" .~, - 0 "Q 0 00" O'~ O' 0 v ~:.' ,y. '...,:. 4J ~' ~ z o F 0- 0:: () (f) w Cl . 21Jx2J1 wood stake driven 181) _~'I'__.,'/ below undist,urbed soil. /~ Rubber hose 12 Ga wire or chain lock. ""'-,,~ adjustable PVC stake strip I ~,,~ placed at first branching. w ..... <( Cl ==It:: Form bark mulch in circular saucer. Form bark mulch in circular saucer. Saucer shall be soaked with water post-plan ting, A ~I o .~l ~ Remove burlap and ties from top Y2 of root ball, Screened native soil. Scarify 4" deep and recompact. Undisturbed native soil. L1<! L1 . DATE DRAWN DESIGNED CHECKED PROJECT # SHEET TITLE LANDSCAPE 12/3/09 BKW LER DECIDUOUS TREE DETAIL SHRUB DET!- /L SCALE (FEET) 4 <J o 8 I~/~ 2093-C AREA "I" DETAIL LANDSCAPING AT LANDSCAPE WALL & MhNU BOARD SHEET NUMBER DEe 2 1 2009 L-100 5 OF 6 SHEETS MOHAWK BLVD. I ~ / \ f1 ~>>' ~r, '~"l ~n ~~,~ .I - ':.1 1- '.F t~ d ~:~ . ~~ ~~ \ V \ \ \ \ \ \ < \ \ \ \ \ \ ~------ -...; ~~ 36 INCH MASONRY WALL EX. 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", \ J.-Area Quantity 8 21 9 21 10. 10. 11 64 ~ 12 84 1/2 gal, pots BIO-SW ALE/ RAIN GARDEN LANDSCAPING Common Name (Scl.....':t'ic Name) Size Comments 1/2 gal. pots Plant at bottom of swale (moist) Plant at 8-foot centers (random) Plant at boLlv.&u of swale (moist) Plant at approx 50./50. with #8 Creeping Spike Creeping Spike Rush (Eleocharis Palustris) Hardstem Bulrush (Scirpus Actus) 1/2 gal. pots Douglas or Western Spiraea (Spiraea Douglasii) 3 gal. pots Plant at back edge of bottom of swale (moist) in groups of 2 or 3 plants in 4 locations at each end of swale and between street trees _ Plant at edge of bottom of swale, each side above the bottom at 5-foot centers; single row each side (moist to dry) Plant in 2 tows at upper sides of swale 1 foot off masonry wall and drive-thru curb at 6- Common Camas (Camassia Quamash) 1/2 gal, pots Kinnikinnick or Bearberry (Arctostaphylos Uva-Ursi) ... , apart (dry to moist) ...... Note: On sides and bottom of swale place 2 feet depth of planting medium/soil mix to ensure adequate treatment/filtration of storm water run-off into water table. See Note #6 on sheet L-l 00 and planting section sketch. NOTE: THE LANDSCAPE PLANT SELECTION WAS DONE BY JRH LAND USE PLANNING SECTION/LARRY E. REED, DESIGNER DEe 2 1 2009 o z ;:2 J,.1..t J,.1..t z 5 z J,.1..t z Qz ~Q ~~ 02: o...Q U') z~ ~:3 I-Q ::cz ~::S (J) / <( , n I > U >- en z o .- a.. a:::: () (J) w o w .- <( o ~ ~ ~ (j) S (j) N tB U-l rA ~ ~ 5 ...... V') ..q< ~ lI') 8S~ ..;;J~u.. ~~<<l ,.. 0 0 -c.::>""""i J..I.lU-l~ ~~~ :::w;1; >ZJ..I.l ~~~ ~@~ (Y l I I ~ / W U ~ (Y <( > n > J m c o U) Q) L o u Q) +- ~ I OJ C .- L n (f) m y 5 <C I o > DATE DRAWN DESIGNED CHECKED PROJECT # SHEET TI TLE LANDSCAPE SHEET NUMBER L-101 I I II I m o u <( I L() o L() 6 OF 6 SHEETS " I 12/3/09 I BKW I LER I I 2093-C