HomeMy WebLinkAboutMiscellaneous Plans 2002-11-19
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GARY MCCLELLAN
980 PRESCOTT LANE
SPRINGFIELD OREGON 97477
SITE ADDRESS
980 PRESCOTT LANE
SPRINGFJEiD OREGON
APPLICANT
METRO PLAN
DESIGNATION
GREG STALLINGS
857/1 PINE GROVE ROAD
EUGENE OREGON 97405
LOW DENSITY RESIDENTIAL
BENCHMARK DATUM
CITY OF SPRINGFIELD DATUM
TYPE IOSF - P/-HLOMATH URBAN LAND COMPLEX. /2
TO 45 PERCENT SLOPES
WA1ER EROSION ~ HiGH
PERMEABILITY - SLOW
EXISTING CONDITIONS
" AN EXISTING DRAINAGE DITOi LOCATED ON THE WEST
SiDE OF THE PROPERTY
o NO SEPTIC SYSTEM
o NO AREAS SUBJECT TO FLOODfNG.
" EXISTING SIGNiFICANT TREES ARE SHOWN..
PROPOSED CONDITIONS
o NO NEW DP41NAGE WAYS
" NO SEPTlC SYSTEM
" Fti OF 220 CUBiC YARDS
" GRADE OF 35 CUBIC YARDS fUSED AS TOP SO/1...1
" NO REMOVAL OF ANY SOlL FROM SITE.
" TEMPORARY STOCKPlLf TO GR.AJ)[ AFTER CONSTRUCTION.
" HYDROSEED ALL ExPOSED EARTH AFTER EARTHWORK
COMPLETE
DBAlNAGE. POLLUTION AND
EROSION CONTROL PLAN
of'
LO'fy
Yby~(,4'~I."'-}RESIDENTIAL SITE PLAN \- \;?L'
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FOR 980 PRESCOTT LANE I#7c; \.\-.~, C4 vJ,l-0 ~'
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SPBINGFJ.~D, OREGON 71f'~: t'\): ~,{\V'-
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.. lilJST AU SEDIMENT FENCE OR APPROVED AL TERNA T/VE AS
SI-fOWN ON PLAN AND TO REMAIN UN11/... AFTER HYDRO-
SEEDING COMPLETE AND GROUND COVER IS REESTABUSHED
APPROXIMA TE
L DCA 7/0N OF
LOCAL WETLAND
INVENTORY} _
NOTlC1i;
">- -
THIS. .
AUTHo, I E'~.'lJI'{
SOIL TYPES COM'
THE SCS SOIL SURVEY FOR LANE COLWTY iNDICATED ANY 11
THESE SOIL TYPES A T THE PROJECT SfTE
TYPE 106A PENGRA-URBAN LAND COMPLEX. I TO
4 PERCENT SLOPES
WA 1ER EROSION SUGHT
PERMEABlUTY - VERY SLOW
.. TEMPORARY STOCKPILE TO BE COVERED WITH V/SQUEEN
(6 MIL MINIMUM)
APPROnMATE
OONSTBV"-.1:1UN St;l:i1!iUULE
"/2//6/02 INSTALL BrDJMENT FENCE AS SHOWN
<' /2/17/02 - GRADE SITE AND BRJNG IN FlLl
12/19/02
CONSTRUCT POLE BARN STRUCTURE
" f 27/03
CONSTRUCT CONCRETE PAD FOR GARAGE /
STORAGE BU/LDING
HYDROSEED DISTURBED AREA I EXPOSED EARTH
FlNf1L /f~SPECTlON R/:.MOVE SEDIMENT FENCE
" 1/2J/03
- 1128103
TAX MAP /7-03-34-12 TAX LOT 00100 I
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LEGEND
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PROPOSED MAJOR CONTOUR
PROPOSED MINOR W/'fTOUR
EXJSTJNG MAJOR CONTOUR
EXISTING MINOR CONTOUR
-vvvvvv-
SEDIMENT FENCE (SEE DO AU
k , - I
EXiSTiNG GRAVEl AREA
-EX Q SAN-
EXISTING SANITARY SEWER
EXlSTiNG PUBUC UT1/JTY EASEMENT
EXJSTiNG PROPERTY UNE
30
.~
ExmA EIP.ENDTH FL TFR FABRIC
NEEDED W1THO{ff WIRE MESH SUPPOR
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~
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" ""\" \.::- v' 10 (3m) MAXIMUM SPACING WflH
/,//<,,,,' WiRE SUPPQRT FENCE
I ~- ./6 UBm) MAXIMUM SPACING WITHOUT
~ iflRE SUPPORT FENCE
~STEEL OR we{)/) POST
~ 36 Om) HiGH .MAX
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T-I.~-:-..'
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r:'oom'!/;, 1''(
I \~ L x6' (100 X 150mmJ
TRENCrl WITh COMPACTEO
BACKFlLL
T!~~ 08WL_
NOTES
/ SD);lk7J.7 ~nt""'E SHALL K PLACED ON SLCPE
COlvTOURS r,) MAXIMIZE' P()IV()iNG EFFlC/ENCY
2 INSPEC r tli\V REPAIR FENCE AFTER EACH
STORM HENT AM} REMOVE SEDIMENT WHEN
NECESSAR r ~ r225mmJ MAXiMUM
RECOMME"'!)[]) STORAGE HEIGHT
3 R....810VEi: SED<~VT SHALL a.... DEPO$iTFj;
TO AAI ARCA Tfi,:l T WiLL NOT COhfTREUTE
Sffil/FNT OFF SITE AND CAN BE PERMANEA'TL Y
STABILIZED
~':2Nf!..fI1!!!_Hf!..CJ:!.'-
FI.OW
FLOW
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9 '!./IX
1225m.mJ
STORACE HT
3,4 r20mmJ
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02-216
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