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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
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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
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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)
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TAX MAP 17- 03 -5 -23, TAX LOT 3400 1 T $ of SHEET(S)
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SITE PLAN FOR
ROGER OWENS
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