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HomeMy WebLinkAboutPlan, Final APPLICANT 5/24/2010 DEVELOPMENT AREA: 0.39 ACRES (16816 SQ. FT.) BUILDING AREA: 2556 SQ. FT. SANITARY MH ~/"NEARES T FIRE HYDRANT RIM=460.56 I TO THE NORTH LIES 8" N.lNV.=455.14 I S29i6'18"W, 691.71' 8" S I'N V. -45 5 14 FROM THE CALCULA TED II .1,.- . NORTHWEST CORNER OF 4 E.INV.=455.95/ THE PROPERTY. TRANS. POLE W/ GUY ANCHOR I. I .~ ~ ~ ~ ~ RESTAURANT ~ ~ ~ ~a STORM MH RIM=460.60 12,," N.INV.=457.62/ 8 E.INV.=457.8~ CA TCH BASIN RIM=460.25 B~TTOM=457.50 / 8 W.INV.=457.89; ~1/ :;k/?~ 0, ~':.1/ * ? Wl:.tf VAUL T- EX. LUMINAIRES - DOUBLE COBRA HEADS IN MEDIAN I ~ TER METER (NO SURVEY DATA - POSITION APPROXIMATE) GAS VAL VE WA TER METER WATER VALVE :. ') ( .~'."'."''''''''.'~.''' :.:,! - - J r". .~////////////#//////////////////. :0 ~ ./- ~ ~ SHOPPING CENTER I ~ ~ ~ NEAREST FIRE HYDRANT (H-271) LOCATED 285 FEET ~ TO - SOUTHEAST AT NORTHWEST CORNER OF THRIFT STORE. + / ~ (MEASURED FROM SOUTHEAST CORNER OF EX. TACO BELL) ~~~ \ j ~ d ~~ is $ ~ ~4.~ ~. l..,J PROPERTY LINE CONSTRUCTION BOUNDARY SANITARY MH RIM=460.79 8" N. IN V. =456. 17 811 SE.INV.=456.24 811 SW,INV. =456.29 311 S.INV.=456.51 > SCALE (FEET) :n: I 40 I o 20 CA TCH BASIN R/M=461.28 ~-NEAREST FIRE HYDRANT 6" S.IN V. =459. 81 TO THE SOUTH LIES 8n E./NV.=459.49 S28i9'11nW, 306.71' 8n W./NV.=459.52 FROM THE CALCULA TED 1n SE./NV.=460.50 SOUTHWEST CORNER OF THE PROPERTY. hXISTING SI;l:E AS SUR" h~hD BY FORD AND ASSOCIA1;ES (PROPOSED MODIFICATIONS SHOWN AS GRAYSCALE) PRO~'hSSIONAL RhPREShNTATI" hS 1. Mike Sanders, Owner (Bellco) P.O. Box FF 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 97402 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 f }~A L 'b \-r~ L-Pf ~ - ~ , . ~" . S~o l -~ "-= 1-____... I 0 fJff SH.hhT NO. C-~ .00 C-l0l C-l02 C-l03 C-l0'-' L-l00 L '-0"- - - - . -. . ~ () () ~ U; ~ .---l -l - ----.J 6 1 STo ~~EOMONT PL~ASANT o I- STo (j) / '\ ST 0 o Z .....J o ----- f) STo STo 0: W r- 0: <I U STo STo ~ f;i?o 0:1/ / SL IL STol STo KINe; BL VDo I- W ~ CL. <r ~ PA~ KEf0 2E 25 = Iv) 0 En rcr-~I Jti I III +- WI LAf'.lALANE ~ 0 ~ McKENZI~ - PAR< _{;;5 WILLAMETr~ - " . + MEMORIAL HOSPIT AL -------- ST, ST, o I- (j) o I- (f) C::T COVER SHEET TA CO BELL MAP NO. 17-03-25 43 TAX LOT 4101 SPRINGFIELD, OREGON SHEET TITLE Existing Site Conditions and Title Page Site Plan Grading & Drainage Plan Drainage Areas and Hyc .rographs Site Details Landscape Plan J-Iandscape Plan - Bioswale 1-- u) I 1-.- 1"-.. .......-l I- (f) OL YMPIC . ~ \' "--. o l- (j) _0 a: (Y) N ---' I I- eD .---l SCOTT STo v- I-- IMI ST:n ---- I L I ST 0 '-.... ---- I T I ,j I T I 1 r- 0 (j) itA MAPLE I- .---l (j) STo N ELEMa SCHOOL I I- ST 0 0 0 LD 1-- l- N 0 () (f) DUBBINS I- ~ CJ 0 ../ ( I- j: a: ST 0 - CS) (-J (Y) l- N (-J N STo l ( IHI o . I- (f) ~~ I f' I LJ I F I -L l- eD .---l ~.~ STo I F I ST KJ 9:~lf~O~f~ Date Received: f3,e)A-t:.o l' J~.1.CJ 8dJ MAY 2 4 2010 I 0 f 7-fJ~ Wi:d~i~\ VI<:INII"liy MAP <:.:> z 2 w..J w..J z G z w..J z o ~ ~ o 0.... C/') Z ~ l- :r: ~ -- O:l o ~ C'l l:O w:.J v5 I- ;:t; 5 ~ U') ~ 0... l/') OO~ 9rtu.. ~~oo 0...8~ ww['o.. OcGOO :50;3 -J .-.::t- -Zl/') >wW l/') r""'l U 1..0,-,- r-::>Q -.::t-w,....... .Z Co I- :;" w t:DW W::J~~ ~~~~ ~O:t:...I WOo~ ><c:iu. Ol-Z~ o ~il2 00... ~(I) RENEWAL 06/30/11 ~ ~ ~ ~ ~ ~ ~ ~ ~ CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: T-50 Aug-09-D TACO BELL 1505 MOHAWK BLVD. SPRINGFIELD, OR 97477 fa ~ [11-11:11 ~ --50 COVER .~ :,1 .~ C-100 PLOT DATE: 3/2/1 0 I o ~\~I //\~ 10'(0:,:/ /::::X,O EX. LUMINAIRES - DOUBLE COBRA H~S IN. ~N (NO SURVEY DATA - POSITION APPROt~~E) I I II I EX. 12" STORM I WATER LINE \ \ EX. 8" STORM ~ \ I / LINE ~\/? // \'\ A ~" o 36" MASONRY Wl' SCALE (FEET) 10 ~ ~ ~ A:::. .~ ~. Qtri .s ~ ~^ ~~ii/ ~ ~ g; ~ ~~ ~~~ 't} .-3' H q,O O~- 0) il: -~ ....:'... ~ ~~~ ~O"j ~ ~ ~ ~ I I / I I , I I I / EX. TREE WELL - I I / I I / .J.... $" 20 ~& Q# #cJ f:::- k?~ ;J~ I I / I I / / ~/'/ ~t I I 4 /" EX. CATCH BASIN GREASE INTERCEPTOR- SEE PLUMBIN~/ i l / ~( a! '/ f...../ (;;j/ / ~ If/ l.;;:t 0/ '~ ~// ;:~ 0/ r)i. l 1.......1 &/1 '~ '-<.~/ !Qf ~.:// " Q:::5 4..)/ / i/ / @ SITE LIGHTING 29.50' ~ L---~ fLL TO DUTCH BROS. COFFE/E DRIVE- THRU d If IJ DRIVE d EX. CURBS ~ Q ~o i> ~ ~ ~ ~ o 31.42' _ ~OOJ r-5\ BOLLARD ~ (SEE ARCH.) f5\ BOLLARD ~ (SEE ARCH.) t t-.... #os ~ j5 Q.. ~1o..:.0 tJ~~ / Q2B~ (:) .::j~~~ ~~ :t ...... .::j ~ 8&'Jf'<J ~~o / (j ~ ~ OJ 6' :j I..<J? ' ~ <J I.i) ~ ~ ADA PATH OF TRAVEL d - DRIVE-THRU DIRECTIONAL SIGNS (BACK -TO-BACK) (X\ COVERED TRASH ENCLOSURE '--------. ~ PER SDC 4.4-110 - 6-FT., HIGH EX. FENCE MASONRY BLOCK SCREEN ~ <6' o o o ~~~ 77.00' / / / ;~:: _------ - -='~ ~//;;;;: 0 ;:;~0;:;;(: 0;j ;(:0;j;;:; 0" ~ /':< o ~ // o /: >> EXISTING BUILDING o ... TO REMAIN ;;: o ~ ~ />~ ~ :(;j~0;j;;:/:0;;;/:0;;;;/:;/;:;;/:0; PIJ/ /' ./~ BOLLARDS - SANITARY SEWER FLOOR DRAfN - SEE PLUMBING ,~ ... OVERHEAD C~EARANCE AR/STRU TL1RE c~e OK b'l ~ > ~ 2'011 II II II I/! ~ iiI d- 1!;4Y '<J / 11 PROPOSED TREE WELL 11 ~ jO 10 <J - '" :JI i . WELLHEAD PROTECTION AREA SIGN (~ 21.81 ' (EXISTING) -' > \ / / SITE PLAN TACO BELL MAP NO. 17-03 25 43 TAX LOT 4101' SPRINGFIELD, OREGON DEVELOPMENT AREA: 0.39 ACRES (16816 SQ. FT.) BUILDING AREA: 2556 SQ. FT. BUILDING: IMPERVIOUS SURFACE: LANDSCAPING: 2556 SQ. FT. 10693 SQ. FT. 3567 SQ. FT. 15% 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 & EXISTING TAPS AT MAIN LINES TO RE-USE CONNECTIONS FOR NEW BUILDING. 2) DURING DEMOLITION) LOCATE AND PROTECT ELECTRICAL AND TELEPHONE TO RE-USE CONNECTIONS FOR NEW BUILDING. 3) 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. 4) FOR STORM DRAIN INFORMATION, SEE GRADING PLAN C-102. 5) NO WORK PROPOSED WITHIN CITY RIGHT-OF-WAY EXCEPT FOR 3 ADDITIONAL STREET TREE WELLS. 6) FOR ELECTRICAL SERVICE & SITE WORK, SEE ELECTRICAL. SITE l)TI~JTIf-S LEGEND .: ..' '1 ' '''', 4. . -..,4 . ,.' . '! SIDEWALK & DRIVE - THRU WATER W, WWI WASTEWATER ~ OUTDOOR SEATING .. .. .. .. . ... .. . .. ... .. .. .. . .. .. .. .. " .. .. .. .."" .. .. 11 11 .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. ... " .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. G GREASE WASTE WATER · GAS NATURAL GAS LANDSCAPED AREAS (SEE SHEET L-100) E. ELECTRICAL T TELEPHONE ~'16 r:; SWALE DIMENSIONS AT "AU - SWALE TOP WIDTH: POND TOP WIDTH: SWALE BOTTOM WIDTH: WATER DEPTH: FREEBOARD: SIDE SLOPE: "AU: 5.5 FT. 3.9 FT. 1.5 FT. O. 75 FT~' 0.5 FT. 1.6:1 \ 36" MASONRY WALL EX. WALK '/:~ \ ~ - DRIVE-THRU FOR PLANT MATERIAL SEE SHEET L-101 (LANDSCAPE PLAN) SECTION "A" - "A" SWALE DIMENSIONS AT "B" - SWALE TOP WIDTH: POND TOP WIDTH: SWALE BOTTOM WIDTH: WATER DEPTH: FREEBOARD: SIDE SLOPE: "B" : 3.3 FT. 2.3 FT. .8 FT. 0.75 FT. 0.5 FT. 1 : 1 EX. PARKING LOT . \ DRIVE- THRU O~ ADJ. PROPERTY / \ ) %: ~) . r &-.~ r FOR PLANT MATERIAL SEE SHEET L-101 (LANDSCAPE PLAN) SECTION "B" - "B" Date ReceivE!Jd= MAY 2 '4 20tO Final S~}bmittal " 2- of 7 CJ z 2 ~ u.J z G z ~ z o ~ ~ o 0... C/) Z ~ f- ::r: ~ ~ 0') ....... 0> o l/") ('oJ lD t.L.l v5 I- ~ 5 ,....( V) -q.. l/") 5o~ 9[tt.L. ~~oo ~oo , 0 "'""'! t.L.lt.L.lSQ ot::.GlD ::;0.....; -l .-q.. - zt.L.l l/") > t.L.l ~og l'o- ::::> 0> -q..t.L.l .Z Z >00 ...JC) c:C mw ..I..J~O:: D.uj:>O Wm~Q !:::O:J:...J (I)(.)O~ ..ICC:iu. _I- .C) > Z~ (3 08: ~(J) 6. 6. 6. 6. 6. 6. L L '6 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: T-50 Aug-09-D ,if) CURB AT DRIVES, ;-"ARKING AND LANDSCAPED AREAS. I ~ 1","?~,,~,4? F IN'T L P /L PROPERTY LINE R/W RIGHT-OF-WAY LINE TACO BELL 1505 MOHAWK BLVD. SPRINGFIELD, OR 97477 Q ~ lJI~ ::II L..lJ:, ~-50 SITE PLAN ,C-101 .~ PLOT DATE: 3/2/10 / - ~J o (j) . o SCALE (FEET) 10 I 20 "-__--,.-----.--,---1 ,r---,.-----..----- ~, ~, '. -1 /'....1 Lf'OLr \ \ \ \ (:)ft ~ ~ ~ ~ ~6 I \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ ; I / / / ! f i ! I \ i I \ \ l \ \ CONSTRUCT STANDARD fURB 463.84' I ! INSTALL V-NOTCH IN CURB PER Dc! AIL I -+463.86' ~ ~ / +463.83,0 SAWCUT J I 8) CONSTRUCT PAVI~R TYPIC/AL SECTION .// o CONSTRUCT ~CRI=.I E DRIVE THRU o CONST~ SIDEWALK CD CONjrRUCT PERPENDICULAR ADA RAMP // .~ @ CONSTRUCT PARALLEL ADA RAMP '/ / 0 CONSTRUCT BIOSWALE / I I I I ! i 1 ! ! I /) / /// (Y) '" I I I @ CONSTRUCT TYPE "0" DITCH INLET \ \ I ! i j I I I ! ; l__ /1 -7 //' ,// / @ INSTALL @ INSTALL @ INSTALL 8/1 PVC PIPE 4/1 PVC PIPE STREET CATCH BASI~ GRADING PLAN TACO BELL MAP NO. 17-03 25 43 TAX LOT 4101 SPRINGFIELD, OREGON DEVELOPMENT AREA: 0.39 ACRES (16816 SQ. FT.) ,OUILDING AREA: 2556 SQ. FT. BUILDING: 2556 SQ. FT. IMPERVIOUS SURFACE: 10693 SQ. FT. LANDSCAPING: 3567 SQ. FT. 1 5% OF SITE 64% OF SITE 21 % OF SITE 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. CONSTRUCTION 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. CATCH BASINS: 24"L X 18"W X 33"D CATCH BASIN FILTERS: FLO-GARD CATCH BASIN iNSERTS/FOSSIL FILTERS OR EQUAL ,," nnn.nn XX3&. PROPOSED ELEVATION nnn.nn - ELEVATION ,. XX - FF -' FINISH fLOOR TW TOP OF WALK AC - TOP OF ASPHALT EP - EDGE OF PAVEMENT nnn.nn' ++ EXISTING ELEVATION ~ DRAINAGE FLOW DIRECTION CONSTRUCTION LIMITS (SAWCUT LINE) TYPICAL PAVEMENT SECTION - 4" LEVEL 3, )2" DENSE HMAC IN TWO - 2" LIFTS I _ .._..fIt.:. .. I 1 .00' *" MINUS AGGREGATE BASE UNDISTURBED EARTH NOTE: AN ENGINEERED ALTERNATIVE PAVEMENT DESIGN MAY BE USED SUBjECT TO REVIEW AND APPROVAL BY CITY PUBLIC WORKS - ENGINEERING. Date Received: MAY 2 ,It 2010 3 of 7 patjes o z 2 ~ ~ z G z t.:I;..;I z o ~ ~ o ~ V) z ~ I- :c ~ ~ Cj) -- 0') o If) N \D w vi !:: ~ ;::) ~ V) """ Q.., If) oo~ 9~u.. ~~1O Q..,8~ WWr--- 1"'1 ~ 00 :so;3 -l ~~ -Zlf) >WW Lf) 1"'1 U \Dl.,../- r---::>Q """LL.l...... z o - t- .Z o Co ::) ~~ ~ cow I- ...J ~ ~ U)zm>O z CO ~ ~ 0:50:2:9 o 0.. UO!:!:! ~ ~~~ C> Z ~ Z ~~ - an D.. C ~ UJ ~ C> ~ ~ ~ ~ ~ ~ ~ ~ ~ CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: T-50 Aug-09-D TACO BELL 1505 MOHAWK BLVD. SPRINGFIELD, OR 97477 fa ~ r I~ ~ J...I1.a --50 GRADING PLAN C-102 PLOT DATE: 3/2/10 I~ Y',<:,'.{' j "'<""':: 1 / "." <""'/ I "' ,^ " / / I I j I / ~\// /1\~ A ~J o II / I / I ~' 1/ II II II / / I (.:J. ~ ~ J' ~ ~ I I 20 10 I I ,I I I / I 1/"// I f x j 29.50' ~ 900'~ !l /I~ / / o J:. ;,of t rRA/NAGE AREAS I'..J TI-. CO BELL MAP NO. 17-03 25 43 TAX LOT 4101 SPRINGFIELD, OREGON i" TOTAL DRAINAGE AREA: 0.63 ACRES (27574 SQ. FT.) ,- BUILDING AR'EA: 2556 SQ. FT. GENERAL NOTES: 1) NEW DEVELOPMENT IMPERVIOUS AREA IS LESS THAN EXISTING DEVELOPMENT ItVlPERVIOUS 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. 3) 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. TACO SELL TOTAL AREA (i\REA"A" & AREA"B" 24HR.J2.YR. STORM O.fSOO I-ex. DESIGN FlOW I -p()sT..oEV. DeSKlN FlOW o.fSOO,' OAO), i 0.300. " , 0.200' , 0.100, 0.000'>, ':/""c",: .,'.":,' "" . ". ,., ..,', '". 'Co..:.. 0... ,,', ..' ~ ~..,~.~,"~ "-~ -t".#. .f#'i>> ~~.fc#<t:~" ?\~ #~~<#~~~~..J> ~~...?..of"./' ""~ ..4>.#..#'.tf:> Thlt (Inlnl TACO BELL AREA .~. 24 HI:U2..YR.~()RM 0.400 1-ex.OSSlGNFl.OW I -POST.oEV. CESIGN FlOW 0.350' 0.300- 0.250 . i ;- 0.200. P 0.150 . 0.100 . 0.050. 0.000 "')' .. ,C"<':' , '" '.' .' , . . ' " , '. ' , .,,: ' , ," '., '.' .' , ., S) f:> ~"'<6> ~:,f,\-;s.~~ if.,p ,,~~~## 4>~' ri"'-~...~ ~'.f ~ #$"Q~'#~...? .....~ IJ,~ Q~""~ o()~ ~~...I> ~ TInIt(nll.t TACO BEL~AREA "8"24 H~~:,m~TORM 0.200 Date I~eceived: MAY 2:4 2010 0,180 - 0.160 0 0.140 . 0.120. i 0.100 . P l-ex.DESlGNFlOW I -POST..oEV. OESIGN FlOW 0.080 . 0.060 0.040. 0.020. 0.000 ",',..:"..,..".,. " " ,...... : ,....0 ,.,.,' ".".". '.'...'. '.c, . ~ ',~ ii>...~~~.f..f ~~#")~ ~~ ~~, ##/f.~~~.~~ #' ~ ...~#;p ;P#4>~ ..#..~~~...? .....~.:f Q~ ...'\-~ ..{t-~~~...#, ...~~ TIrIe(nn.) Final Submit tal . tfof7 CJ Z ;:2 ~ ~ Z (3 Z ~ z o E;2 ~ o 0.... tI'1 Z ~ I--- :r.: c::G --, Ci) ...... 0) o l./") N t.O r...u v5 I- -.:::t' 5 :::J V) -.:::t' c... l./") 0......>< o~~ ...;.J I' ~~&l c...8$ r...ur...ul' r"'\ ex: 00 :s0:3 ...;.J ~-.:::t' -zl./") >r...ur...u l./") r "'\ U t.O\,.J- ~@~ ciZ ~ >0 W ..JC) mw 1t:...I~O:: <(...1>0 W> ... WtDC(Q C)- 0 ::J: ..J <(OO!!:! Z<c:EU- _I-Z~ ~ ~ii2 C CD.. ~(J) RENEWAL 06/30/1! ~ ~ ~ ~ ~ ~ ~ ~ ~ CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: T-50 Aug-09-D TACO BELL 1505 MOHAWK BLVD. SPRINGFIELD I OR 97477 Q ~ ~ --50 DRAINAGE C-103 PLOT DATE: 3/2/10 CLEARANCE BAR SPECIFICATIONS: ELECTRICAL LOAD: ACCENT LIGHT (6) 4 FT T8 LAMPS (3) 2 FT T8 LAMPS (2) 4-LAMP BALLAST @ 0.9A (1) 1-LAMP BALLAST @ O. 14A TOTAL LOAD - 2.0 AMPS (1) 20 AMP CIRCUIT CONNECT TO SAME CIRCUIT AS MENU BOARD AND CANOPY COLORS: MAIN EXTERIOR FILLER: ILLUMINATED BELL TOWER, CLEARANCE SUPPORT BAR & ACCESS PANEL: CLEARANCE BAR SIZE: ACTUAL SIZE 45" x 11" x 1 68" APPROXIMATE WEIGHT OAH 500 LBS 110 MPH (3-SEC. COMPLIANT W/ GUST EXPOSURE C) NATIONAL BUILDING CODES & STANDARDS. (IBC, UBC, BOCA, AISC, ASCE7, ACI & ALUMINUM DESIGN MANUAL) ;: ------ :: "~e--' f 'I'""" ~ I \ I 'I'""" I :J \ .. "'"":. l J :;G~\~~LOW~ "-, '1'-9" 1 t -6"~ .., '.. DESIGN WINDLOAD "~~ ' t , --- n ~ --- N N ~ --- '~ ~ ;J o I ~ 'I'""" SIZE -:- OTING PER : ~ LOCAL CONDITIONS"1 ,-' ~ & VENDOR. ! ~ ..q.- ON :: ~ 3' -9" ~ CLEARANCE BAR: ACCENT LIGHT: "'-8 ~ TO MATCH AMBER WAVE SW6657 (PMS 153) T8 BRONZE TO MATCH TIGER DRYLAC 49-66230 C-33 (LAClYL B20-4694) PAINT TO MATCH PMS 108 ACRYGLAS PLUM #8793 BACKED WITH 3630-108 PINK VINYL OR EQUIVALENT 1 Q" ~:-J,' ~ 0 u. ,~t/0.62500 ..:~ 0 0- 6 ~" x 6 ~" CUT .BASE PLATE DETAIL OUT 1 f' = l' -0" ;: ~ ex)..q.- ~:- 0 o o 0:: ~ Z ro o en ~ :i. ~ Z 0:: o a.. ~ "'- UJ :) 0:: ~ i5 ~ I.iJ ..\11-', . ~ 10 ...:;- J /.. " \: o w .1 ~. . ;: <0 ~I --.:;- 01- -a.. l:::W 00 Z 8~ -,0 <(0:: (.)LL.. 00:: -'w 0::9 wen o..Z o 0(.) ~W b<n 01:5 LL..-' lJ...Cl. o :cW h:b wZ o " u TOP VIEW CANOPY SIZE: ACTUAL SIZE 8' -0" x 6'-4" )( APPROXIMATE WEIGHT 12'-0" OAH 500 LBS DESIGN WINDLOAD 4'~ DIRECTIONAL SIGN .., '- ,,-; ~ EO-- 6 .......~EOMENU/PREVIEW BOARD '~I'/" . , , , 3/4" DIA. POWER CONDUIT TO SPEAKER PEDESTAL ,3/4" DIA. POWER CONDUIT FOR DIRECTIONAL SIGNS AND MENU BOARD ANCHOR BOLTS: COORDINATE SIZE OF ANCHOR BOLTS WITH VENDOR GRADE r)/J 11 (p if. , I 4' FOUNDATION DETAIL '1/2" = 1'-0" l() o o en (.) I- 110 MPH (3-SEC. ~2~b~~~TB~(DING GUST EXPOSURE C) CODES & STANDARDS. (IBC, UBC, BOCA, AISC, ASCE7, ACI & ALUMINUM DESIGN MANUAL) I ~ . - . .;: .... : ,f!. " .~~o '-.4" ,'~~~, ~ / .~ ".-__L 'lli " . .. '-:::J, . . '</" .' 4. .. I S FACE OF CURB ESTIMATED POSITION' OF DRIVERS HEAD ALIGNED WITH CENTER OF OCB ..q- o o en ~ ..:I. ;:" 'I'""" I .. ~ o ~ 00 I ':q.. ;: f'. I N -. .:... -~ ...:'j: "" SURFACE OF- DRIVE THRU LANE o 'I'""" o en (.) I- <t 80' -Q" TQ CENTER OF D/T WINDOW 23' -0" WALL LENGTH, 15'R 5 PANEL SINGLE BRAND MENU BOARD (91.5" WIDE) CENTER POINT OF BASE. SEE 6/C1.1 FOR FOOTING DETAIL ';"-.:t N 1" 0') o o en (.) I- ENLARGED MEN_~,BOARD DETAIL @ CURVED CURB 3/8" = 1'-0" 2 1 . ,~r '.~',"."'l{ ':'-.:t'~'",: 1" E.I.F.S. OVER CMU ALTERNATE FINISH: STUCCO WALL SHALL BE PAINTED ROCKWOOD TERRACOTTA SHERWIN WILLIAMS @ V-GROOVES IN E.I.F.S. 04 "DEEP MAX) 23'-0" 5'-10" I 4' -9" I 3' -4" ul ANCHOR~---- BOLTS:"\ " COORDINATE \. ..,I} _1'- WITH VENDOR ~4-.4- I rl' f. ~ , ~~ '1'""". ~.. ~. r ~ · '-2~0 . RIGID FOUNDATION""", . '. CONDUIT PER LOCAL ""I" , . TO CONDITIONS . ~4':' POWER , ~ SUPPLY tgf-'J1f ~~Y4Wml' ~ (Q)nn'.lLVlaf 9'-11~" , , CLEARANCE BAR DETAIL 3/8" = 1'-0" 14 </ , . NOTE: BOLT PATTERN PROVIDED AS EXAMPLE - OBTAIN ANCHOR BOLT TEMPLATE FROM SUPPLIER 9' -1 " '-0 ~~/ -r-o':V\: '.' ~ ;: I 0 .. 'I'""" '1'""", I '~ .. J · -0", " -I I " HOURS OF OPERATION GRAPHIC CAN BE LOCATED ON EITHER SIDE. METAL PANEL TO BE INSTALLED ON OPP. SIDE o ~1C\l I 'I'""" 0 'I'""" I 00 'I'""" ,1 '-3" , . ~ CLEARANCE BAR INCREASE STRAIGHT TOP WIDTH FROM 72" TO 96" CANOPY SPECIFICATIONS: , '~o4 , ' </ 4, ..4 ,4 " <to, . 1 ~ </. . 4' : ,~o4. . , <1#, 4 ',,: .' </ 4 ' '. . . , : '.:q' , .0' 4 4 < . . ' , ',' 4 .' , </' . </'. .1 4 ',..! ,</., .1 NOTE: ALL CONDUIT TO BE MIN. 12" BELOW GRADE OT LOCAL FROST DEPTH AND PROJECT 3" ABOVE FOUNDATION <ft , '4 " 4 </. A .., ,.- DIAMETER!;)F FOOTING PER -l"-LOCAL CONDITIONS ., . 'l'"""1"J to.: ~ " '/ ~~ ~ J: o ~ ~.- - \ \..SEPARATE BACK TO ACCOMODATE MOUNTING . 1,.,.,..1., , l.... ;4:': Q"~'~ ~ ~:. . -:f~. ~ ~~t0 RI 10 CONDUIT TO POWER </. SSJe~b~ (FEET) , .4'. . -. , . f1 0 1 0 20 :..:. ~FOUNDATION PER 4 LOCAL CONDITIONS. COORDIA VENDOR o "" 'I'""" MENU BOARD, FOOTING 1" = 1'-0" 6 96" -r u Co '" ELECTRICAL LOAD: BORDER LIGHT (2) 72" (1) 84 LAMPS (1) 372ST BALLAST @ 2.0A DOWN LIGHTS (4) 4FT LAMPS (1) 448AT BALLAST @ 1.98A TOTAL LOAD - 4.0 AMPS (1) 20 AMP CIRCUIT ~~m~r TO SAME CIRCUIT AS MENU BOARD AND ~~R~ ACRYGLAS PLUM #8793 BACKED WITH 3630-108 PINK VINYL. CANOPY STRUCTURE: TB BRONZE TO MATCH TIGER DRYLAC 49-66230 C-33 (LACRYL 820-4694) ORDER CONFIRMATION BOARD, CANOPY & FOOTER 3/8" = 1'-On 12 SCREEN WALL ELEVATION 3/8" = 1'-0'. 3 ROUND TOP FOR WATER~ RUN- OFF ____. a'.R)<~y<x.x',",.,.~ ROUTE 'V" GROOVES""", ',.:,: '..:<, ~,',"' PER DETAil 3/C1.0 'i(, :' : .=t~ 1" THICK EIFS WITH",,- .~~ ". -1 REINFORCED MESH OR ~5' ,::' '.., 3~ STUCCO WITH METAL LATHE g.. . 41 ='; I, ' -z. k,' ",: A.=5 ; \, 8" KNOCK OUT BLOCK WITH #5 CONTI f!2 Z 8" CMU WALL -...".."....... \\ ~."... -'....I_.;...:;a:..:.."'-l.,;j.~.:.~I~1 ~.;~..I~J.~.a.I.OlroIJ :: 'l'"""rJ:,"" I ~ '" , '-- CUT OUT STEEL J GRAPHICS .::!!:::. ;: J'I') l() ;-OCB CABINET / i ..t:!5a. ~ "'="" ~~'I""I.&.I~;'I'LU W~lolI,'t...- ~ ..........- A \J o -=!F , ..1;:;:-,"......... $1I~ 30"~!t I' . 4 il'. 4 '4 </ ~' . . '</,rA '4 ~ ... 3' -1" 6' -5" 1 0' -6" </ . .4'. </ . . ,4', . t1 3' -0" .' .- </ ~ 4 4' ;: <0 I N 6" 9} STEEL POST FILLED WITH CONCRETE 6" WIDE x 24" DEEP CONCRETE CURB ~i:~ ~ Y 30" '7 FOOTING DETAIL l' -3" ~ <t ./ / / FINISH SURFACE FILLED CELLS WI~," · #5@48"OC1\ .:l ~',(-, 1-: ", '_: (I I" ~, APPROX. GRA~ i~~L. '.)f~ '""=', , : ~ -- I .....-=. 1-:: 5; .. ' . == 1-: ;', -:- 1_- - -t .. , -,' - 10" X 20" CONC. rl\' ~ ~~:,: "~I=- WITH 2-#5 CONT. ' _ =. . : - - ~,=i' ~ ' .;, . ,,-~. .d CONCRETE FOOTING , :. ':.., ': " ....' , " .,' '. UNDISTURBED SOIL ,.: ' '4' A. :.r,. : . A: ...:.... ,,,= ,'. ,.~. ': . 1Cs.' '- I ,. ... . .... .... .."': .. .... '~." . :" . ... , ',1", .. ,_ ' , 11 . , ':', ' I · ' , ..4 'f' ....'. . ... : == I I -111-'-: L III II ,. SCREEN WALL SECTION. 5of7 .' 'I'""" 'I'""" o en (.) I- , . ' 4 : . </" , ',~ " ,~. 4' " , . . ;: o I i-r> , " </ 4 .' ' " 4,. ~ " " </ .' .</ . : 4,(J' ,</, , ' 4 '. 4 .a, 4, 4' </ ,4 t " ' " . </ .4 ! ' </ .. . ~ BOLLARD DETAIL 3/4'. = 1'-0" 5 .. ~ ,. FINISH GRADE " C C C/ <..:- ..... ;: ex) I ':q.. ;""1 \ T I: 'l..U Z 3::J gl- l.iJen = 'Bite R~~eived: I"': . !.tAY 2! 2010 Finsl Submittal , 1" = 1'-0" 4 o z 2 ~ ~ z G z ~ z o ~ ~ o ~ V") z d f- :r: ~ -- O'.l .....-I 0> ~ t8 w lI'5 I- .q.. 5 ~ V'l .q.. 0... If') o-x 00< -Jt:tu.. ~~~ 0...00 w@t::: , '"\ ex::: 00 :so~ ~w;jt; >Zw ~o~ ~~~ .Z Co U) ~C) ..J mw :::=:I~~ ~W~o I- m <c Q~ WO::C..J CUO!:!:! W<c~u. !::.-Z~ tJ) ~i2 Co.. ~(/) - 6 6 6 6 6 6 6 6 ~ . CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: T.50 Aug-09.D TACO BELL 1505 MOHAWK BLVD, SPRINGFIELD I OR 97477 Q ~ Ll../J :::lJ '1....O::f --50 SITE DETAILS 'J 'C-104 PLOT DATE: 3/2/10 O\' hRALL LANDSCAPE PLAN fJl\\~ '?1"-U fL , ,,__ ..,_ __' .. .:?::c.--- -.. _ ,__ "\ I LABEL FUNCTION! LOCATION QUMTIIY COMMON NAME (S\;I.liiNll~JC NAME) SIZE! CALll'I!JR LANDSCAPE PLAN TACO BELL MAP NO. 17-03 25 43 TAX LOT 4101 SPRINGFIELD, OREGON c..:> z 2 ~ ~ z - CJ Z ~ Z o ~ t2 o 0... U") Z ~ f0- X cG ~ (j) <5 ~ N 1..0 I.I..l t..r:i I-- -.::t' 5 ~ V') -.::t' 0.. lIj 0<5~ g~~ ~~<Xl " 0 0 -tJ~ 1.I..l1.l..lr--- r '"' 0::: co :50;3 =14~ >Z\.J.l ~oSd r---:::>Q -.::t'1.I..l....... t, , r ~ / Ii / I J ~ ~,I ~ ; ti. L..__,..__ 3? o ;:~~ PLANTING SCHEDULE / / I I :,:;1 )Y ./ ~/ ~;~_'~0/?:/:0;(-?:0;(-~0Z;~:X0~~ ~ i ~ o ~ i ~ i ~ ;,: /f;(-?:0)/~~0/j~0;;;/);/;?7Xf; 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 A"plause or Autumn Purple. Specimen tree 2 Japanese Dogwood(Comus Kousa) 1.5 in. LANDSCAPE DESIGN - INSTALLER NO'IES A .. ......-.--.---.-.....-.. ~ m C F Patio screen 5 Holly - Inkberry 5 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 Ha1f~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; stonn 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. .Z Z Co <C ~(!) ...I a:lW c....J~tt= wid~O c..a:I<CC <CO:t:..J O(.)o!!:! (/)<(:iLL 01- .(!) Z Z~ <C C;tt= ...J ~3i I / EX. TREI ;> G \j \ H H~1 3. Landscape installers shall maintain positive drainage for topsoil in all the landscape areas per plants. I 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. At the parking lot planting islands, maintain 3 feet from the face of curb at head-in parking to the center of the shrubs to avoid front of vehicles damaging the plants. i SEE SHEET r,..101 1/ FOR AREA "J" (SWALE) !; LANDSCAPING /f I. -Area LANDSCAPE AT LANDSCAPE WALL AND MENU BOARD Per Plan inset-detail 5. I /I 6. For bioswale see Sheet L-l 0 1 - Note excavated soil below bottom of swale to be replaced with 2 feet of planting medium (60% loam and 40~o organic compost). / / ,OO~ 16.00' "- SCALE (FEET) Quantity Common Name Size (Scientific Name) < 0 20 40 1 4 Hamelin Grass 3 gal. pots (pennisetum Alopecuroides) 2 3 Dwarf Yaup on Holly 3 gal. pots (Ilex 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 a~fP"e~te) 7 8 feet Steel Edging 9 in. wide approx. :> Height 7. Also see Civil Engineering sheet C-IOO and Taco Bell T-50 Building p~an set for additional details for the menu board, landscape wall and public sidewalk wall, order confirmation board! canopy, and clearance bar. 12 in. 18 in. 12 in. (minimum) 10 in. Ii II Ii 3 in. above ground 6 in. below ground _NOT~: THE U\NDSCAPE PLANT SELECTION WAS DONE BY JRH LAND USE PLANNING SECTION/LARRY E. REED, DESIGNER 2"x2" wood stake driven 78" below undisturbed SOIl. Rubber hose 12 Ga wire or chain lock. - ' Do no t cu t main leader Form bark mulch in circular saucer. Organic soil mix (2 inches min.) Remove burlap and ties from top 12 of root boll. Screened native soil. Scarify 4 J) deep and recompact. Undisturbed native soil. DECiDUOUS TREE DETJ-/L Final Submittal PLOT DATE: 3/2/10 &, CJf 7 patjes AREA "J" - BIOSW ALh LI- NDSCAPE PLAN AREA "J" BIOS //ALE TACO BELL MAP NO. 17-0325 43 TAX LOT 4101 SPRINGFIELD, OREGON .;. 'Pi I -v __.t:~ l~. ! /}. /}. /}. /}. /}. /}. 6 6 ~ MOHAWK BLVD. @ ----.----- ----------- ------------- --- ------------------ ------------------------- -------------- PUBLIC SIDEWALK l.? Z (2 ~ ~ Z - o Z J:..I-1 Z o ~ ~ o O-c c.I') Z ~ I- :c ~ --, Cj) 6 ~ N ~ w lI"5 I- -.::t' 5 cY1 Vl ~ Q.. If) 86~ ~~: Q..oo w~~ r"'\ aG 00 ~o~ -oJ ~~ -zlf) >wLt.! lI" r"'\ U ~......,- ~@~ .Z Z go ..J<C ..J C) a:lW D...J~O:: W...l~o a.~<cC <CO::J:..J OUO!!:! CI)<(:iu. 01- .C) Z Z~ <C C;~ ..J ~5i c.9 '(}> ~~ \ A ~ln~ ~ :: "~ ;r d f~! ~',' ~~j ~I\', II! ~~ ,J ~ H~; '-n~~ ~i ,.,\\.". '- '\ J~; / !~ /'1:,. ,j~~Y~ ~~H ;JZ.. ~ '0 o~ \ v \ \ o o o \ . I .~ ~ .. ~ \ \ . '. ~ .~ o. . I:. . ~ .: ~ o '. \ '<I,'O~O~O~ ~ i~o~o~ /:/ i" ~ ;! l " ~\ \ ~ ,. '\:Il . Co : b. . '. ~: . . . < \ \ - i-4~ ,,~ SCALE (FEET) , I 0 10 20 1 I I, .u \7 1\ 'v Do. I \ ~ t> ~ ...... ./ "- ...... 'V' t> \7 IV \7 \ \ 1.> ;:; ( \7t>. . to n. ~'--'-~r~-'& I \ ~~2 -" Jgc ,~ , ?n~ l', . . ':~"".'.,."'N'''.'U,'''''' 'i \7 t> \7. \/ 'V' ~ , ~ IV' <.9 '0 OJ \ \ 'V' ~ 'V' t> ~ 'Y IV ~ 1.> . \7 t> )VoUoUoU606 ~., ,.-.u.-'--__-_ _"""~...""'_".____.'? ~ 0 ~ 0 ~ \7 t> \/ ~ \/' 'V' 'V , t> r:.: It> , \7, ... , ,c, \7 . f<'" >?,."'~""'';;!.,,,,:''"'''~<~;v..''''''... "~"""''''''-''(>>.."."~....,..,, ,y ~:,'-"".- '~,' 4."'h:"':.....~""',..V"''',<..><W",','''''''''''''.,'- ,.),.."".J,."""',,.... ~" .,,,, .'h<,.'Y.'''','?'t.?'<<;..<'''~.,<'';" ^" .,.""."'--l'"'....."'c,,,""'..x"""", , ~ { ~ I \ \ \7 \ \ / 6' \ '0 0.. \ I \ CONTRACT DATE: BUILDING TYPE: T-50 PLAN VERSION: Aug-09-D SITE NUMBER: STORE NUMBER: D ~ --.:::: ~ J.-Area . BIO-SW ALE/ RAI~ GARDE~ LA~DSCAPI~G 36 INCH MASONRY WALL \ 12 84 Size Comments Quantity Common Name (Scientific Name) 1/2 gal. pots Creeping Spike Rush (Eleocharis Palustris) Hardstem Bulrush (Scirpus ' Actus) Plant at bottom of swale (moist) Plant at 8-foot centers (random) Plant at bottom of swale (moist) Plant at approx 50/50 with #8 Creeping Spike Rush for overall density of 4- foot centers 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 _ (moistto dry) Plant in 2 rows at upper sides of swale 1 foot off masonry wall and drive-thru curb at 6- foot centers; 2 rows 1 foot apart- for approx 4 feet apart (dry to moist) 8 21 DRIVE - THRU 1/2 gal. pots 9 21 Douglas or Western Spiraea (Spiraea Douglasii) 3 gal. pots 10 10 ~ '" 11 64 Common Camas (Camassia Quamash) 1/2 gal. pots 1505 MOHAWK BLVD. SPRINGFIELD. OR 97477 LANDSCAPE PL.AN o:~ ::~:;ed: , L.10 1 :~~ -~ .' ~ ~ ,.,~,,::" ','" ,. .: ~\ '. ,',', .'" .... :. IJ . .......~... 'Y^';~'Y^'7' . : . . '::' . ~ '.. :, . . , r.::: . . ~~<<~<<~<<~~ . ':;?' ..' . . ~,~,,~,,~,''''I, - ~,.. .' - .f! _. '. ~ -- o.RGANIC''MULGt:I:;,.7 ~'. ~~y~y<<y<<y~ ~ ~,~~,,,< ,,,,,<,~~ PLANTING MEDIUM/SOIL y~ ~ (SEE SHEET L-100 ~ 2.00' ~ LANDSCAPE DESIGN - ~~ ~ NOTE #6).~ ~ ~~ ~ y~ Y'/p //~ ~~,,>>,,>> v>> v>>v>> v>> v>> v>>''>>''>> v*; ~A>>/.>>/~~<<<~A>>A>>/Y//>>,(~ . NOTE.: THE LANDSCAPE PLANT SELECTION WAS DONE BY JRH LAND USE PLANNING SECTION/LARRY E. REED, DESIGNER Kinnikinnick or Bearbe.u.j (Arctostaphylos Uva-Ursi) 1/2 gal. pots UNDISTURBED EARTH ' PLAN~l;ING SEC'l;ION (NOT TO SCALh)_ Final Submittal - PLOT DATE: 3/2/10 7 of 7 pa:Jes TACO BELL Q ~ []l.sJ L.n... --50