Plans (46) /45ri-oI3 —02/2-7
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SITE PLAN NOTES: / Ofif//1
L ALL EXCESS GRADING MATERIAL TO OE EXPORTED TO AN APPROVED DISPOSAL w d4"---
'1 4 °t riLOCATION 1� /94/
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2.ALL FILL AREAS I�UNDER GARAGE FLOORS,SIDEWALKS,DRIVEWAYS,ETC..TO ea / fi 1
COMPACTED GRANULAR FILL ''';'4^-',''.'''.. ' 'P r,
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J m 3 ,s< t a'A-e,s .
3. THERE WILL BE A SLIGHT OVER EXCAVATION TO PROVIDE CONCRETE FORMING ALL ra s
AROUND NEW STRICTURE. A .4 CU in 0
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4. PROVIDE COUNTY/CITY APPROVED SEDIMENT FENCING AROUND EXCAVATED AREA . 4 1.4
0 4�
PRIOR TO EXCAVATION AND CONSTRUCTION. 1L
S. PROVIDE caINTY/cITY APPROVED STABILIZED GRAVELED CONSTRUCTION ENTRANCE }._ W �0 �' V �" N89D29'O4'W 6939' lii
-
PRIOR TO EXCAVATION AND CGNSTRUCTION.
& STOCKPILES MUST!E COVERED WTH MULCH OR PLASTIC SHEETING 5E71E54 i'
I1 0 . • X X X X `/ �/ 0 0\ HONE + DESIGN
OCTOBER I AND APRIL 30. /� /t
1. CONTRACTOR/SUB-CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO •' X I
EXCAVATION AND CONSTRUCTION. 9 STORM LINE ' ;. . _ il\
NI 1 co
& BOUNDARY AND TOPOGRAPHY INFORMATION HAS MEN PROVIDED TO SKYLINE HOMES
AND DESIGN INC. SKYLINE HOMES AND DESIGN,INC.WLL NOT OE HELD LIABLE FOR THE V SAN. SEWER LINE P 41) --I . . _ - O 0
ACCURACY OF THIS INFORMATION,IT lb THE SOLE RESPONSIBILITY OF THE CONTRACTOR 10 Q
/OW,ER TO VERIFY ALL SITE CONDITIONS INCLUDING FILL PLACED ON SITE. 3 IL Z t d) X F-.: 0
P.Y.C. WATER MAIN - l9 �/11 0� x N
s TOPOGRAPHY ELEVATIONS IU=RE COLLECTED FROM AaTUAL SITE SURVEY. T- m (�(
10.ELEVATION LEGEND. 0 (jT Ti (�r�1 V`�
EE.EXISTING GRADE ELEVATION e _ dj al�' _ 0
FE•FINAL GRADE ELEVATION ` ' ` N` _
FEE.FINISHED FLOOR ELEVATION y (� �' �(� col 1 N�. r '
IL PROVIDE A MINIMUM GRAVEL BASE UNDER ALL DRIVEWAY AREAS /// l� 0 _ U 1 0 N
12.PROVIDE A 4'MINIMIII GRAVEL BASE UNDER ALL SIDEWALK AND PATIO AREAS. CJ (V } —I I 1_ X N
T3.PIPE ALL STORM DRAINAGE FROM THE!WILDING TO A c NrY/CITY DISPOSAL —1 n :. Mawr
/�./ : -HA62 SQ. FT. - to
W-
POINr/CONlECTIONI !_07f(2
0 _ --t I I N N
µVERTICAL FOR SUU.DINGS..mAxrui SLOPE OF CUTS�TRUCTURES,FOUNDAT FILLS TO SE TU10/IONS,AND RETAIN WALLS. 0 2)HORIZONTAL TO CNE(I) Q : 18'8' U O 6�
B.PROVIDE AND MAINTAIN FINISH GRADE WITH POSITIVE DRAINAGE AWAY FROMILI , L, \ r
STRUCTURE ON ALL SIDES WITH A SLOPE OF 6'MINIMt11 IN 10'.0'. -J CCAS LINE �, .. . .. x____)<_____)< X X ' Q 1 Q 0
IMPERVIOUS AREA'S: 0 N89029'04'W 13.92' 0 _4) -A
134 SQ.FT.DRIVEWAYS CO J
54 SQ FT.PORCH C J J�. A
Ia SQ FT.WALK W 24'-C✓ 25/32' 33'-0° 16'-� 3/32' U.l N
1100 PATIO
132 SQ FT.OVERHANGS
542 SQ.FT. BUILDING COVERAGE ,'/L
1.250 TOTAL SQ.FT.IMPERVIOUS AREA'S `4
Ill II M
t- PLAN No.: 3011
LOT INFORMATION: in DRAWN: TF.
LOT AREA: 1, 03 SQ.FT.
IMPERvICJS COVERAGE: 438 SQ FT. DATEf 3-02-2013
BUILDING COVERAGE: 40% tN
BUILDING HEIGHT: APPROX----33'-2' SCALE: I'=10'-0'
MIN.BUILDING SETBACKS: 115'FRONT,15'REAR,3'SIDES.
EROSION CONTROL PLAN PLOT
PLAN
11_
`t T 174 COVERED STOCKPILES 7—.`
X X•X SEDIMENT FENCE
j •
CONSTRUCTION ENTRANCE N.........7
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SOILSENTAER L AU-AREAS
LLAAr PSCAPE LOT 1
IS M PLACE
',�I IITE�O/�ApKF�VILLAGE
Q CATCH BASIN PROTECTION TIGARDG OR.
MT 2n13- 0d 12-7