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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/20/2009 (3) , , , ....... i ....... ....... '. ....... -(I <> L ,-) - -- Al . . II , . 'II 1 '. : ,n I:. . :: I' .' n ,. '" . " II " ,i I: : : i! ,. , " 1 ': : !! I, . . U ,." "II I'. .'. il , " II " II ,,' " :- . : II ,. , " I . . : II i, '. , II ". II I', . '. !l 1 " II ,. II ,,' II I' , : II ,4 " n II 'A~"d: : {: . . . . . . . . . . { · ,t '. !! ..........~. - - ~.~ .J.vt! . . . .' _ - -.;; I.. .': :. ..I: . . .' -- . ~ j' ~ . ',11 .' "'. '0; ~Y.~ ....-;<~g/ (~ ,/?~';I ~~~'i3~ .,~.) I ." ~ II W:r: Is:;;;;; ..' / /. :.:t: ..!! ~(J) O~'" .. I~/ .',1, ::.l! ~~ ~I<>> I'. .. '." ~ 1I.;;t q \'. .. / . ' ,~~ II f""5 Z t.() !::: . .' :'1 '. ,"II N~ 1'03: \ .... .. I . . l' . '..11 x ~ . t "w \ .... :'1/ ' :r 4'::'1! 4 : .' :., '~" \ ". /1 : ,1," -{I , / I _<...-:~~~~~/~~~~:;;; ~ \\ /:1 ././ /~ ///~\1:'~H., ,I \ I ./ / ./ ';: : . ,:, \ / / I. !. ..,~ \ i / 1.......-...-...:. 1',:11 \ / I ~ / L . ,if \ I / I" . 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I n ' .: It' ' . : II . ..I II' .: \ II'. , n ., II' .' II' J If.' ..1 n. '. I II ' '1 Ir ' . .~ II' ~ I 11'': I II', ..' II , II' . I U.: ,.1 II. '. I II.' ": n . '" . 't "J Ii' '.:- i "II" .' II I II' .' n,: .~ 'j n. " 1 II . .., ir,.~~-;l ~ \1- , . .. ' . ,\ , \ \~: ...\ \\ 11 _ , \( . .\ \~~,": ..'\, "~ ..# .. .. '..., ,\" ' .-, "~;:~2:: : ~i ~ "- ~: ,('-..... J ~ ~ rC\ t:><J a. o ~ ~ ~ '1- l~ ]t \'- ~:~-~ k~~ ~)U% -=cC," L~ \4-.. A' \ --- ;=~:!i~r:::~::;:::::]2C:I:rZ2:Z;;ZZ=::rz~:tT~~~~, ......,~...,...... ~ ' -\ ", ,'. .,\.\ ',. . - .. " \ ',:-.- ....\'\ \:....\\ ,-rP:!,!-;'7':'~~=~~:;:~;?~~='~~~~~:O=:~::~~~~=~: . /~~. . . '. ..;,._:__.~.:._.:_:_':'_:._:.~_..:':'_':_:''':''_'-_:,~_":,:,_,:_:,,,:,,:__':.~-, //;~<..'.4 .' .." .;."......... ,~/: ...4.; .:.,/ II' ., ' ;/ fl.. . " - ",. i' /1. .' .~: f t' , '. , 1/':',,/, . I , , I '-J "-J (j) NOTES: ALL CATCH BASINS AND AREA DRAINS TO BE GIBSON STEEL OR APPROVED EQUAL. FRAME & GRATE MA TCH RIM TO DITCH FL FRAME & GRATE TOP =: 483.5 CURB &. GUTTER /,484.05 f~_ AC PAV SWALE & 4" PIPE FL =: 483.0 SW ALE FL 482.5 1L21%. --..... .. 0 i 8.0% i EL, 484.30 ! i i i CURB &. GUTTER AC PAY 2:1 MAX SLOPE - TOP 8' RISER - 483.0 (OVERFLOw) Co <6 4' SWALE OUTLET FL 4832 8' PVC OUTLET ---t:::>- TO IS' PUBLIC STM IN 44TH ST. FL . 481.3 MODEL GCBI0-36HB OR APPROVED EQUAL. MODEL GDI-IO-HB OR APPROVED EQUAL. CB BOTTOM 479.0 EL,485.0 em ~ CA TCH BASIN (PARKING LOT) SLOPED AREA DRAIN (SWALE INLET) CA TCH BASIN/AREA DRAIN DETAILS NO SCALE 11.5' 8' SWALE WIDTH 1 ~ 15,8% l.3% ~ R - 5.0' i I i 3,0' 20' BOT. 3,0' 25' SEE LANDSCAPE PLAN FOR PLANTING DETAILS >- ..... a:::: w o..w Oz a:::: _ 0.. -1 0> l ...f:& PA V ENTERPRISE RENT CAR A .I , SITE DEVELOPMENT PLAN ASSESSOR'S MAP 17 02 32 31, TL 100 SPRWGnEL~ LANE COUNT~ OREGON JANUARY 16, 2009 7,0' I I II:' I I IrJ pJ:1 I "J~l . Ir~r] I 1(1' ': ~ . II, : 1 , .. II} 1 I II,,' : 1 , If:: ] EX Te = 484,31 EX BC EL 483,81 LIP=483.87 Illh NEW CB SEE NOTE 3. RIM 483.75 4" FL OUT 483.2 OWNER: CRUZ SUZAN F AYE TAX MAP: 17023231 TAX LOT: 400 ZONING: MDR w ::::> 0... b ui x w l------~.t------~-r --- --.UI""1 \ SSCO UTBJTY POLE ~ REMOVE '-./\, - ~'\ REMOVE NEW 7.0' TYPE "Aft PUE CURB EX EL 483,9 @ PROPERTY CORNER EL. 484.20 I I I I I I ~ I I a~ A ~G v~ .... ",'" "'J co (J) 6~' I- -~ I- :s: w 0-1- mqo _ O)z q :r:w 1.0 I- W M ;;: (J) BEGIN SWPLE FL 483,0 OWNER: LANDIS CAROLINE E. TAX MAP: 17023231 TAX LOT: 1913 ZONING: MDR ~I~ @ @ h h :;?; o ..... I- o ro .0 N 10" BRCH EI-, 485.0 EX PWR POLE EL.484.43 EX TC = 484.44 EX BC EL 483.94 L1P-484.00 A EL..,484.1G 10.0' OWNER: BERGSTROM LEROY I TAX MAP: /7023231 TAX LOT: 1914 ZONING: CC ,?L..OPED AREA DRAIN (,?W AL..E INI-ET) I-OW RIM 482.5 HI6H RIM 483.5 8- FI- OUT 481.3 EX EL 483.42 TEL R1S @ PROPERTY (TWO) CORNER SECTION A-A 44TH ST ACCESS I I I I I I I I I J I I I I I < ~re I EL. 484,31 I MATCH liDO NOT I ENTER" SIGN 0= _-=<_ _ __ _1_-= _~ _-= _~ _= _~ _ ~-! __~~B:~:~:_ COMMUNITY COMMERCIAL (CC) 0.58 AC 800 CUBIC YARDS 605 CUBIC YARDS SEVEN (7) - 9' X 18' SPACES (INCLUDES I - 91 X 18' HC SPACE WITH 8' WIDE ACCESS AISLE) LOTS I, 2, AND 3, BLOCK I OF THE PLAT OF HOLLYSON, AS PLATTED AND RECORDED IN BOOK 13, PAGE 3, LANE COUNTY OREGON PLAT RECORDS, AND THE EASTERLY 60.72 FEET OF LOT 15, FISHER'S PLAT, AS PLATTED AND RECORDED IN FILE 73, SLIDES 173-174, LANE COUNTY OREGON PLAT RECORDS, IN LANE COUNTY OREGQN, TYPICAL BIOSWALE CROSS-SECTION NO SCALE VERIFY LAYOUT WITH DESIGN BY EACH UTILITY (NW NA T GAS. OWEST. SUB. COMCAST CABLE) FINISH SURF ACE =111=111 III III 24- MIN - In OR AS _ - - ~/4. - O. CRUSHED REO'O =111= =111= ROCK B^CKAU. IN =111= . : . :: : : : -:. ~::: '. - - PIPE ZONE & TO TOP _ - _ ::: :-...... 36", ::'. ;:.:. =IH= OF TRENCH. - -. . . . -... . .:' .. . . ~"',: . :. III WHEEL BUMPERS WALK - ..:4 -PCC ON /" CR FLUSH WITH AC , 'I . ' ,,:::. J' to." . .. .... : .' 1 ~ :'::::11 r\ .' L.l- ":::1' " . o .~:':: ~ I ex:: ';"./: 1 ~ ,', ~J . / :.::_:, .' I . ' .. .... .- .. . 3" SCHDAO ELEC. ' . _ _ OPTIONAL LOCATION . = r GAS LINE PER IF SERVICE IS TO BE NW NAT. GAS CO. FROM HARLOW ~ NOT AS SHOWN FROM POLE 1-1/4- SCHOAO PVC WTR URR) AT SW CORNER. 1-1/4" SCHDAO PVC WTR (BLOG SERVJ 2- MIN. OF BEDDING SAND 3- SCHOAO PVC PHONE OR PEA ROCK 2" SCHDAO PVC CATV 2- SCHDAO PVC SPARE PIPE SIZE. LOCATION. DEPTH SUBJECT TO CHANGE PER UTILITY DESIGN ALSO SEE APW A STD DWG. NO. 301. AUG, 1996 SECTION C-c SECTION B-B SIDEWALK AT BUILDING NO SCALE TYPICAL JOINT TRENCH NO SCALE -. -'~' -' -' -EX6"WAm?UNE: ~ 44TH STREET ~-~~-~~t~~-~~~~~~~~~.~~~v~~ '" '" ~ .. .. f . .~.. ... . T.... iI' . _ _ v_ _ _ "'_ _ _._ _ -: ~~ ~--.-,~-: ~~ ~--'-r'--:', r .--.-:.-:,~ >--.-~,--:,~ .--.-,~ )' 'w' >' :-~' '.' ~,' ,~ " '~, >' :- : ;~ "} p"'~ "to >.~ ,.~ ~-} , , > , ", . :,.'.", · -I. :,.',' ',' -. _ " .'..' " - · ~,BIW^~K.' .' ", " '. ,:,', . .", ,.,:,',. .", :,:, ''I' .", :,:,',. .'., ,',:,', . .' " ",:.',. .,', :,:.', ' .", ,',:,', ' .", :,:, _ "--->"~' '=- '"--I; ~'~"~ :..-: ~:t~ ~v_'" ~ :......: 9_'" ~ ~ ,,,_7 ~ ~ !,_'" -->; ~;:_ 0< w ::> a.. In X w DOUBLE CHECK VALVE ASSEMBLY PER SUB DWG FFIlDE46 DOMESTIC SERVICE ------------------------------- EX WM REPLACE BOX AS NECESSARY j PLANTER NEW UTILITY CONNECTIONS c=PER UTIUTY CO. ------ NEW UTILITIES , --=.: -:-=.:..:. -:-=.: . PERTRENCH SCHDAO PVC DETAIL B - B PRIV. DOM, SERVICE LL S~H.!?:i2..PYC WATER ABOVE GROUND HOUSING FOR BACKFLOW PREVENTION DEVICES PER SUB DWG FFlIDE46 SITE SUMMARY NEW BUILDING SITE ZONING: DEVELOPMENT SITE AREA ESTIMATED CUT: ESTIMATED FILL: AUTO PARKING: ~N -- DOUBLE CHECK VALVE ASSEMBLY PER SUB DWG FFIlDE46 IRRIGATION SYSTEM ALL WATER SYSTEM IMPROVEMENTS MUST BE INSTALLED PRIOR TO FINAL OCCUPANCY AND SHALL COMPL Y WITH ALL RELEVANT SUB WATER DIVISION STANDARDS. LEGAL DESCRIPTION: WATER & UTILITY SERVICE DETAIL NO SCALE SCALE: I" - 10'. . . I I I I ~ EX EL 484,25 @ PROPERTY CORNER BE6.C$6 FL. EI-.. 484.10 a~ ~VG~ ~ <b EX 7,0' PUE...,I I}. .! NEW CONC. r VALLEY ~ t' GUTTER .'I~ , I!'\ . <::). .L. 7.0' OWNER: DOMINGUEZ MARTIN TAX MAP: 17023231 TAX LOT: 1915 ZONING: CC TYPE BAli CURB i'" }. +1 o o w ::::> 0... b ui x w (f) GS w a.. o -1 (f) b EI-, 485.7 'TRUCK EXIT ONL Y" & "RIGHT TURN ONL Y" SIGNS .. p. j .. .1 '. ; .; !o. EX EL 483.99 @ PROPERTY UNE EX SAN MH RIM 484.59' DEPTH 14' -E- EX GUTIER EL, 483.91 EX GUTTER EL 484.14 EX GUTTER EL. 484.53 MH WW RIM: 485.29' DEPTH 5' AL CAP OSHD EL 48513 ,~, /~--',,- lo&l~ LEGEND ------------- SUBJECT PROPERTY LINE r..--:;:- -:- ll.l EX I ST I NG CONCRETE P A V I NG L 4~0. ..:...:" J TO REMA I N (":'J~" '~:L': ~"l NEW PCC CONCRETE P AV I NG ,--- EXISTING 5' CONTOUR //--..-.......----.~--.. EX I ST I NG I' CONTOUR ~ ~ WALL MOUNTED LIGHT AT 12' HEIGHT SEE NOTE 10 (100 W METAL HALIDE) POLE MOUNTED LIGHT AT 16' HEIGHT SEE NOTE 10 (250 W METAL HALIDE) PROPOSED PAVING SLOPE & DIRECTION EXISTING PAVING DRAINAGE DIRECTION FINISHED SURFACE ELEVATION ~ 3,7% ~ EI- +440.2 oB PROPOSED GRADE BREAK . co CLEANOUT AS NOTED (INSTALL PER PLUMBING CODE) NOTES I. ALL EXISTING &. PROPOSED PAVING IS 3" AC ON 8" CRUSHED ROCK OR AS REQUIRED BY ENGINEER TO SUPPORT FIRE APP ARA TUS VEHICLE (80,000 LBL ALL GRADES SHOWN ARE FINISHED AC UNLESS NOTED OTHERWISE, ADA ROUTE - MAX. RUNNING SLOPE.. 5,0%. MAX. CROSS SLOPE.. 2,0% HC ACCESS AISLE - MAX. SLOPE =: 2.0% ALL DIRECTIONS ALL NEW CATCH BASINS ARE TRAPPED CATCH BASINS, GIBSON STEEL MODEL GCBI0-36HB (PARKING LOT) &. GDI-IO-HB (SWALE INLET) OR APPROVED EQUAL. ALL PIPING IS PVC. ASTM 3034. SDR 35 OR APPROVED EQUAL. IF LOCATED WITHIN 5 FEET OF BUILDING OR HAS MINIMAL COVER (2.0' UNDER PAVING OR 1.0' IN LANDSCAPED AREAS)' PIPING SHALL BE SCHD. 40 PVC OR EQUAL. STORM & SS PUBLIC CONNECTION POINTS MUST BE POTHOLED TO VERIFY THE LOCATION & ELEVATION WITH ENGINEER PRIOR TO ANY PIPE CONSTRUCTION. NO EXISTING WATERCOURSES TRAVERSE THE SITE. THE SITE IS LOCATED IN AN AREA DETERMINED TO BE OUTSIDE OF THE SOO-YEAR FLOOD ZONE & IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. ACCORDING TO THE SCS SOIL SURVEY FOR LANE COUNTY THE SITE HAS SALEM-URBAN LAND COMPLEX AND OXLEY -URBAN LAND COMPLEX SOILS, THE WATER TABLE DEPTH IS LISTED AT GREATER THAN 6 FT DEEP. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS, ALL NEW UTILITY SERVICES SHOWN HEREON SHALL BE UNDERGROUND AND SHALL BE DESIGNED &. INSTALLED IN COMPLIANCE WITH LOCAL &. STATE REGULA TIONS AND PER UTILITY COMPANIES POLICIES AND PROCEDURES, ALL PROPOSED SITE LITES ARE TO BE METAL HALIDE. MOUNTED 16' ON POLES AND AT 12 FOOT HEIGHT ON BUILDINGS AS SHOWN. ALL EXTERIOR LIGHTING SHALL BE DIRECTED A WAY FROM THE PUBLIC RIGHT OF WAY & FROM ADJACENT PROPERTIES AND SHALL COMPLY WITH OTHER APPLICABLE ST ANDARDS OF THE SPRINGFIELD .DEVELOPMENT CODE, FOR MORE DETAIL SEE EXTERIOR LIGHTING PLAN &. CUT SHEETS FOR LIGHT FIXTURES. OIL WATER SEP ARA TOR IS 550 GAL. U. V. MODEL :#: 660-SA . SEE:. ATTACHED ... DET All., ALL FENCES ARE TO BE REMOVED OR REPLACED, FENCES TO BE RE- PLACED ARE SHOWN IN MORE DETAIL ON SHEET SDI AND ARE TO BE LOCA TED TO COMPLY WITH THE STANDARDS IN SDC SECTION 4,4-115 FOR HEIGHT. SETBACK, AND MATERIALS, LONG TERM BIKE PARKING WILL BE PROVIDED INSIDE THE BUILDING TO CONFORM WITH THE STANDARDS OF SDC 4.6-145 &. 4,6-150. DETAILS TO BE PROVIDED WITH ACHITECTURhL PLANS WITH BUILDING PERMIT APPLICATION. BIKE RACKS ARE TO BE THE RADIUS BIKE RACK. RPB 24" HOOP MODEL. FLANGE MOUNTED TO CONCRETE PAD. OR APPROVED EQUAL. THE SITE IS LOCATED OUTSIDE OF THE 20- YEAR TIME OF TRAVEL WELLHEAD PROTECTION ZONE. THE EXISTING 15.0 FOOT DRIVEWAY ON 44TH AND THE EXISTING DRIVEWAY ON MAIN STREET SHALL BE CLOSED PER CITY OF SPRINGFIELD STANDARD DRAWING NO, 3-7 OR AS OTHERWISE REQUIRED BY ODOT STANDARDS. THE EXISTING 23.4 FOOT DRIVEWAY ON 44TH SHALL BE WIDENED PER CITY OF SPRINGFIELD STD, DWG NO 3.7- (CUT> AND 3-23 (NEW APRON)' APRON TO BE 35.0' BOTTOM WIDTH WITH 9.0' WINGS ON BOTHS SIDES AS SHOWN HEREON, NEW DRIVEWAY ON MAIN STREET SHALL BE PER CITY OF SPRINGFIELD STD. DRAWING NO, 3-7 (CUT) AND NO, 3-23 {NEW APRON}, APRON TO BE 30.0' BOTTOM WIDTH WITH 9.0' WINGS ON BOTH SIDES AS SHOWN, A LOCKABLE 36" -42" HIGH. ROLLING. WROUGHT IRON GATE PER SEP ARA TE PLANS BY GIBSON STEEL FAB. SHALL BE LOCATED AS SHOWN HEREON. EX SAN MH 2. 3. 4, 5, 6. 7, 8. 9. 10, II. 12. 13. 14. 15. 16. 17. 18. EX FIRE HYDRANT EX 65' PAV SCALE /S IN FEET --E- -<-~ fl(eCeived:j~L- . U Z ....... .qi N ~ U") . It'') 00 ~ ~ Z to--oC >Ct'""'-o ~N >1.(') ~N :::>x (1)0 ~t:Q . C-'~ Z~ t-ol ~ -.. ~E-t ~f;:Q Zf;:Q .......~ ~f-4 ZOO ~~ >=- ...... LD f;;;I::I t:Q c~O LLJ ~<o fiJOO"\ R: ~ 0"\ ~ ~ .qi LO '-"' >< N< <::> ~ ~ r:....- 0'\ U") Zo Olt') O~ J:;J::Ilt") ~oo O~ ~ -..~ f,J;:1.qi ze p:.:f 0~ ::::Jr::Q p:.:f E-4 Q:: o ~ "" ili ct ~ ~ ~ ~ ~ z <( ..J IL I- Z UJ 2 lL (J .-l UJ > llJ a () .-l .-l a l- I () ~ () {(\ Z Z Nl- <r ~ {(\~ 2 N l- ax ~ l- <r ~ l- I'l- ~ 6.! 6.: 6.! ~ ~ :r: ~ \S"' o >- ~ UJ I- <::> ~ ~ \S"' ~ ~ ~ UJ <:> U\ R: R: ~ SllJ ~ ~ l- I- ~&' 'JGAL-E: r~ = 20' REVICJIONCJ I. 12-14-07 PER CR 2, 4-23-08 PER DRe 3. 10-15-08 ODOT 4.1-16-09 ODOT 5, 0. OE'J16NED: M~K DATE 4-23-2008 3873'?IT3.6CD "?HEET C 1