Plans (66) /lit 5 ri-U 1 Z- Oa Cel
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SITE PLAN NOTES: +r
I. ALL EXCESS GRADING MATERIAL TO BE EXPORTED TO AN APPROVED DISPOSAL IWQ= _ I I
LOCATION. - -
2. ALL FILL AREAS is: UNDER GARAGE FLOORS,SIDEWALKS,DRIVEWAYS,ETC... TO BE 20'-0" 34'-8 I /32" X71
COMPACTED GRANULAR FILL. I'' _ I5'-Y/
3. THERE WILL BE A SLIGHT OVER EXCAVATION TO PROVIDE CONCRETE FORMING ALL
AROUND NEW STRUCTURE.
4. PROVIDE COUNTY/CITY APPROVED SEDIMENT FENCING AROUND EXCAVATED AREAI' OVERI—IANC3 W/ Cf) Liml
PRIOR TO EXCAVATION AND CONSTRUCTION. A W/ FIRE RATED PLl'WD. j EE. 0.0'
5. PROVIDE COUNTY/CITY APPROVED STABILIZED GRAVELED CONSTRUCTION ENTRANCE 0 illN89D 29'PJ4"W ,69.63
PRIOR TO EXCAVATION AND CONSTRUCTION, EE• ta. v^
— X
6. STOCKPILES MUST BE COVERED WITH MULCH OR PLASTIC SHEETING BETWEEN t(\ a 1 � /X` Z
OCTOBER I AND APRIL 30. �� —
1, CONTRACTOR/SUB-CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO b —.< ........
��4
l0'4"
EXCAVATION AND CONSTRUCTION. 1 CAR p
8. BOUNDARY AND TOPOGRAPHY INFORMATION HAS BEEN PROVIDED TO SKYLINE HOMESCI
l.i Ycl\
AND DESIGN INC. SKYLINE HOMES AND DESIGN,INC,WILL NOT BE HELD LIABLE FOR THE LI 6 ACBE — HOMES
ACCURACY OF THIS INFORMATION,IT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR 0 9 \ PATIO X N
/OWNER TO VERIFY ALL SITE CONDITIONS INCLUDING FILL PLACED ON SITE. Q I'.K"�- PPE: Skyline Homes
S. TOPOGRAPHY ELEVATIONS WERE COLLECTED FROM ACTUAL SITE SURVEY. 60'91 SE I�V'lil•:W+'�3101®Ave.
10. ELEVATION LEGEND: c Q 1 1� SQ FT = — In
Portland,
`� 1:11( `9 13.1., `�' 121
503.235.3811
EE= EXISTING GRADE ELEVATION 3 BDRM.
P.V.G. WATER MAIN 2���� w,sicylite�a s.ceaFE= FINAL GRADE ELEVATION
FFE= FINISHED FLOOR ELEVATION �j }� I I
II. PROVIDE A MINIMUM GRAVEL BASE UNDER ALL DRIVEWAY AREAS. 2•" I--JATt-i
Cx45 LINE111
. N.8= : 0
12. PROVIDE A 4"MINIMUM GRAVEL BASE UNDER ALL SIDEWALK AND PATIO AREAS. 'I� / —S i::,) (� FFE: 1.5
13. PIPE ALL STORM DRAINAGE FROM THE BUILDING TO A COUNTY/CITY DISPOSAL J-•1--F SAN. SEWER LINE - `21 4 2
POINT/CONNECTION. .f1
14. MAXIMUM SLOPE OF CUTS AND FILLS TO BE TWO(2)HORIZONTAL TO ONE(U CAMBRIDGE _ I -- - y (Vn,I �1
VERTICAL FOR BUILDINGS,STRUCTURES,FOUNDATIONS,AND RETAINING WALLS. TREE EN
, X X X X 0 W
15. PROVIDE AND MAINTAIN FINISH GRADE WITH POSITIVE DRAINAGE AWAY FROM .�
STRUCTURE oN ALL SIDES WITH A SLOPE OF 6"MINIMUM IN 10'-0". I' OVERNANCs WI N89D 29'04"W 69.63' (13 ° . cyl
N
EE. 0.0 W/ FIRE RATED FLYWD. EE. 0.0' = —I 11' "
IMPERVIOUS AREA'S: 1 Qi, Q m
160 SQ. FT. DRIVEWAYS „ Z Y 0
19 SQ. FT, PORCH 8'--1 I/I6"/
), 46'-0" I5'-0 I/8"
32 SQ. FT. WALK �/
100 PATIO ° ° 3 W
150 SQ. FT. OVERHANGS "Q
825 SQ. FT. BUILDING COVERAGE
1,286 TOTAL SQ. FT. IMPERVIOUS AREA'S (r) = N
LOT INFORMATION:
LOT AREA: 1,880 SQ. FT.
IMPERVIOUS COVERAGE: 1,286 SQ. FT.
BUILDING COVERAGE: 61 % PLAN No.: 3052
BUILDING HEIGHT: APPROX----31'-0" EROSION CONTROL PLAN DRAWN:
MIN. BUILDING SETBACKS: 11,5' FRONT, 15' REAR, 3' SIDES.
DATE: 8-6-2012
13 COVERED STOCKPILES Unum WOODEN CURB RAMP SCALE: I"=IO'-0"
x SEDIMENT FENCE 0 CATCH BASIN PROTECTION PLAN
PLOT
jCONSTRUCTION ENTRANCE
COV
R ALL AREAS OF BARE
N.5.: SOILS UNTIL PERMANENT LANDSCAPE LOT 2 0IS IN PLACE WHITE OAK VILLAGE
WORK STAG INCs/ MATERIAL STORAGE TICsARD, OR.
0