HomeMy WebLinkAboutPlat, Partition APPLICANT 8/22/2013L0
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copyright @ 2012 Branch Engineering, Inc.
RIM=496.07
FOUND BENCH-
MARK J104
ELEY =496.05
SITE PROPERTY LINE F ST
CL
CURB
EDGE OF AC PAVING EST
ST
FENCE E ST to LO LO #69
---OHW— OVERHEAD WIRE DST
DST
WATERLINE LO OREGON %10
Q_ T% to, 4' CHAIN WASTEWATER SEWER C ST 4RY
LINK FENCE N4�,
1_..ST--- STORMWATER SEWER AR77 LO
B ST LO C
cr) PARK -----------------
502 ELEVATION CONTOUR 4a I ) LO EXPIRES: DECEMBER 30, 2013
FLOW ARROW A ST
WASTEWATER MANHOLE project title: WN ST M
UVN ST
[03 CURB INLET
TELEPHONE RISER
EM ELECTRIC METER
_7111111- POWER POLE
VICINITY MAP SCALE: 1„ =1000'
POWER POLE WITH LIGHT
GUY WIRE
WATER VALVE
FIRE HYDRANT
WATER METER
ate MAIL BOX
SIGN
BENCH MARK
um
CONCRETE
BUILDING TO REMAIN
A*V'
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GRAVEL
DECIDUOUS TREE
CONIFEROUS TREE
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SITE DATA
5' WOOD ZONING SOIL TYPES
FENCE
LDR - LOW DENSITY RESIDENTIAL ACCORDING TO THE SOILS SURVEY OF LANE
COUNTY, THE EXISTING SOILS ARE.
METRO PLAN DESIGNATION (101) OXLEY—URBAN LAND COMPLEX
THIS SOIL HAS A HIGH WATER TABLE DEPTH OF
LDR - LOW DENSITY RESIDENTIAL 0.5' -1.5'. than
+0+ (119) SALEM—URBAN LAND COMPLEX
EXISTING USES #0%
THIS SOIL HAS A HIGH WATER TABLE DEPTH OF
ff
SINGLE FAMILY
FLOODPLAIN AND FLOODWAY WATERCOURSES
BASED ON FLOOD INSURANCE RATE MAP NO. THE WATER QUALITY LIMITED WATERCOURSE MAP
4 1 OJ9C 1162 F, EFFECTIVE DATE JUNE 2 1999, SHOWS NO WATER COURSES NEAR THE SITE.
THIS PROPERTY IS IN ZONE X AND IS OUTSIDE
CZ) WELLHEAD PROTECTION
THE 500 YEAR FLOODPLAIN. U. W AS ILLUSTRATE? IN THE WELLHEAD PROTECTION V) LL
P LL
AREAS MA, THE SITE IS IN THE ZONE OF
TRANSIT Awl
- ------- CONCENTRATION (99 YR. TOT) TO SP. dic;m
MAIN STREET IS SERVED BY LTD. C:> Z
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DEMOLITION AND IMPROVEMENTS
BENCHMARK
NO DEMOLITION OR IMPROVEMENTS ARE Aft
CITY OF SPRINGFIELD J104: ELEV.=496.05 NAVD 88. PROPOSED WITH THIS PARTITION PLAN. V)
SQUARE IN TOP FACE OF CURB AT THE NORTHWEST
CORNER OF CURB INLET LOCATED AT THE SOUTHEAST revisions:
CORNER OF 49TH ST. AND D ST. INTERSECTION.
date: AUGUST 13, 2013
sheet:
OW&
v
to Receivedn.
AUG 2 2 2013
inal Submittal
copyright @ 201 2 Branch Engineering, Inc