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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/1/2006RAMBLING = T STREET J " S = STREET S 0 V.) Lu co 'sp .1955 15 TH STREET NGFIELD RI .9 OREGON co r co N CIO co _ '25, -To 1 7So *3w W*M SW1 4 NW1 4 SEC R LANE COUYTY A­4 Q STREET v „. . OO6 iC)S 126 __,ULY, 27y,- w H r. e .: ® BUS STOP ( FIRE HYDRANT V V c VICINITY MAP NOT To SCALE X O liI o o GEND i PROPERTY LINE DECIDUOUS TREE F PROPOSED CONNECTION TO . POWER, TV, PHONE, & CABLE  ,,-   .,.. -.- EXISTING CURB s r- 40  p004w J _ = P w EXISTING FENCE APPROXIMATE SAN FL TREE TO BE REMOVED 447.58 F, p 0 C, . PROPOSED DRIVEWAY GRATE EL POWER POLE Lxj s .7 -- -- 456 2 25.6 a / _ 't SPOT ELEVATION SAN. , , fi SAN 4 SAN _» 2O • O WATER METER t . _ 6 S .- 6" TM _ 6 STMT:. , •: ' "ter, •. - ; , . , , ,  f APPROXIMATE STM FL = JUT JUT JUT . . " k  .., PROPOSED P <v - FIRE HYDRANT tv - —W EXISTING WATER LINE °*ice V) 452 , . '  V • SINGLE UNIT . - SEWER , .s ..° •.. . • • .. , w p EXISTING SANITARY EWE •. , cn ,..: MODULAR HOME o --SAN -° EXISTING CONCRETE . C ' - STM - EXISTING STORM DRAIN SEWER 1 Q 955 15TH 1 O TO REMAIN : -- ,.  APPR4XI ATE 00  , f .,   . .. ,.. LIGHT POLE WITH ARM -`! • . o _. G EXISTING S TING GAS LINE r 'T j *_ a _-._ r "ate L,1C7": cL OF T.i l.`1'7  moo„ o - ____ Q„ PROPO,bED .WATER .` r ...., ....__  ``;, G -- .:1 C?h'P EXISTING OVERHEAD POWER METE `Y p PUMP HOUSE Off' C5 Ix c *. t .  PROPOSED BOLLARD h ,.' ,..--- ...- -. TO REMAIN ;.f t t:  _ f  •-' " --SAN --- PROPOSED SAN/ TAR Y .SEWER    Q 2 ti C. ct o  4 ,, 1 R PROPOSED AREA DRAIN C3 ---- -STM =-- PROPOSED STORM DRAIN SEWER h" 3j,= Q )  •,.. r Air QQ 1  CJ Ili t  i d 4 a r':,, a P D .-JUT PROPOSED JOINT UTILITY TRENCH ° a s a t3 ti 1 ! a" Q a a3 a 4. l ) \e `+fir ti 4 a GREEN HOUSE , T.L. DENOTES TAX LOT 441. a , ea TO REMAIN t o G as n FL DENOTE S FLO WLINE CU RB GUTTER a \X, AX A N 114 i; ; ! tx O N >C CHILDRENS' PUS= DENOTES PUBLIC UTILITY EASEMENT zs !` ti J c  a, . PLAYHOUSE r" pP TO BE REMOVED o W h r 1 6.45 4 O 1fr G c") W X 5j p ' % QJ J ,   200 II PA E poo ` Q II w 0 f w s I j _a .'.cp o a • - bD o to M (D . • p I Z' ° a It be .. .,. , •+ LEA ,,,, ' + .. ' NOwS CIO FOODP LNPAUR . UAUff WATERCOURSE F DATED J SITE (1) THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF ACCORDING TO THE CITY'S WATER QUALITY LIMITED WATERCOURSE MAP. THERE ARE PER FEMA FIRM PANEL 41039CII34 , D E JUNE 2, 1999, THE S E JS R ADJACENT TO THE SITE. ENTIRELY WITHIN ZONE X (OUTSIDE OF SPECIAL FLOOD HAZARD AREAS). FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS. rn NO WATERCOURSES ON 0 INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. • NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND Ur T'TiE OF T.iAiEL ZONES CtiIT'I'CI IiT'RVAL LINES.: GRAPHIC SCALE MAPPING, THE SITE !S WITHIN !FOOT ACCORDING TO THE CITY'S WELLHEAD PROTECTION Z0 O 10 ZC) 40 THE 1 YEAR TIME OF TRAVEL ZONE. (21 FIRE HYDRANT 1S .APPROXIMATELY 274' SOUTH OF THE SUBJECT SITE BENC DAB F RUNOFF WILL BE DIRECTED TO THE DATE 27 JULY 2Q06 (3) THE PROPOSED DRIVEWAY AND NEW ROO U c IN FEET  SOIL TYPES CITY, OF SPRINGFIELD DATUM FOUND CHISELED SQUARE IN TOP FACE PROPOSED AREA DRAIN. A 6' PVC PIPE WILL THEN CONVEY THE RUNOFF  ACCORDING TO THE SOIL SURVEY FOR LANE COUNTY, OREGON THE FOLLOWING OF CURB AT CENTERLINE OF CATCHBASIN 50 FEET SOUTH OF THE TO THE EXISTING 10" CITY STORMWATER MAIN. A PORTION OF THE EXISTING SCALE 1 -- 20 SOIL TYPE EXISTS ON THE SITE= SOUTHEAST CORNER OF THE INTERSECTION OF 15TH AND S STREET. RESIDENTIAL STRUCTURE CURRENTLY INEEPHOLES TO THE CURB. THE CITY OF SPRINGFIELD DATUM *227. (RECORDED ELEVATION = 456.230) DRAWN 76, MALABON URBAN LAND .COMPLEX. THE DEPTH TO THE WATER TABLE 1S REMAINING PORTION OF THE EXISTING STRUCTURE DISCHARGES ON -SITE t/lA BY JMA GREATER THAN 6 FEET, PERMEABILITY IS 0.6 - 2.0 IN/HR IC5 SPLASH PADS. LOT (4) SPRINGFIELD BUS ROUTES -18 AND 19 RUN ALONG 'Qt STREET. $ 5HQ At-L- P s a DESIGNER JMA IPEIQI,S AS LOT SIZE = 0.42 ACRES  vet - M DIMENSIONS = 92.32 X 200. FEET S CHECKED JAB DRIVEWAY BUILDING TOTAL BY ZONING = MEDIUM DENSITY Y RESIDENTIAL (MDR) ` 'ov-  -r ,. , `..' 0 _   `i : t t EXISTING = 1232 SF 1263 SF 2495 SF I PROPOSED 2311 SF 1811 SF 4243 SF D.KN  1 /0 - ° PROJECT 06 -151 EXISTING DENSITY _ 2.4 UNITS/ ACRE 5-tvw i r t -' NUMBER PROPOSED DENSITY - 4.7 UNITS/ ACRE SHEET N0. REQUIRED DENSITY (MDR) = 10 - 20 UNITS/ ACRE V-i't i I -r Li >JE-S tJO- ! I440WeJ C0r.JN+- — _rtA)C (CLAIMING MEDICAL HARDSHIP) _ RECD , L ij TAX MAP 17- 03 -5 -23, TAX LOT 3400 1 T $ of SHEET(S) . +, , 'i SITE PLAN FOR ROGER OWENS 606 7 -5 S7 c:AJ ILl 3 R.. p tA