HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/17/2007
FIRE HYDRANT
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UNION AVE.
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OWER POLE
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WA:>It. WATER MANHOLE #00:,' 19'-S'!i;\' WATER EL.=507.99, , ~ .
RIM ELEVATION = 505.49, _', '. /;~';~::::}m'}~:,;~~~~MET.ER" 0 S 8~ 44 00 E. 109.52 .
FLOW UNE ELEV = 501.09 " ~ l;~,,:.,.;..,l~~::;''''mJ t . "f;. 89.43/ 20.00'
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APPROX. LOCATION OF SITE
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~6" WATER MAIN.
FIRE HYDRANT
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W~It. WATER: MANHOLE #007,
RIM ELEVATION = 505.49,
FL?~. UNEE~. =~~1 ;090
SITE ASSESMENT OF EXISTING CONDITIONS
APPUCANT:
STEWARDSHIP PROPERTIES
1247 VILlARD ST.
EUGENE, OR. 97403
AT (E) HOUSE
4733 UNION TERRACE
SPRINGFIELD. OR.
SITE . ADDRESS:
SURVEYOR:
KRUSH AND ASSOCIAI t.::)
607 HIGHWAY 99 NORTH
EUGENEp OR. 97401
(541) 686-9211
LOCATION:
18-02--05-12 #1900
NOTES:
1. BASE DRAWING AND ASSOCIATED DIMENSIONS ANm~ELEVATIONS PROVIDED BY KRUSHAND ASSOCIATES.
2. THERE ARE NO WATERCOURSES OR REQUIRED RIPARIAN SETBACKS ON. THIS PROPERTY.
THERE ARE NO KNOWN WETLANDS ON THIS PROPERTY.
3. THE SUBJECT PROPERTY IS NOT LOCATED IN THE'.~l 00 YEAR FLOOD PLAIN PER FEMA MAPS.
4. THIS SITE IS NOT IN A WELLHEAD PROTECTION ZONE. IT DOES NOT HAVE A TIME OF TRAVEL
ZONE SPECIFIED.
5. THE SOIL TYPE AT THIS SITE PER THE SOIL SURVEY OF LANE COUNTY IS 113C PENGRA URBAN LAND
COMPLEX. THE WINTER HIGH WATER TABLE IS e:STIMATEDAT 10' BASED ON THE OREGON
WATER RESOURCES DEPARTMENT WEBSITE. FOR MORE INFORMATION ON THE SOIL TYPE AND
WATER TABLE CONSULT THESTORMWATER MANAGEMENT STUDY.
6.~NION TERRACE ST IS UNIMPROVED.
7. THE EXISTING HOUSE HAS GUTIERS WHICH 'It.t-<MINATE AT SPLASH BLOCKS.
8. TREES SHOWN.. WILL REMAIN AFTER PARTITION.
9. STRUCTURES TO .BE REMOVED ARE MARKED.
LEGEND
DSO DOWNSPOUT DRAINS INTO PIPE IN GROUND
6"W WATER MAIN
OHP OVERHEAD POWER LINE
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REVISIONS:
MORI1ER ENGINt.l:fttNG p.e.
1248 PrAll.. ~IIW:.I ...
EUGENE..OREGQN .97401
PHONE: (541) 484-9080
FAX: (541) 484 8859
THt.::at.. 'DRAWINGS ARE THE
PROPERlY OF MORTIER
ENGINEERING P.C. AND ARE ;
NOT TO BE USED OR
REPRODUCED IN ANY MANNER
.EXCEPT WITH THE PROPER
WR.,I t:.N PERMISSION OF
MORTIER ENGINt.t.tdNG P .C.
DIMENSIONINO NOTATION TAKES
PRIORI1Y OVER SCALE.. DO NOT
SCAI.E DRAWINGS.
DATE: 08/01 /07
ALE NAME: 18231
DRAWN BYi...G&I
CHK'O BY:,
WORK ORDER NO.,
18231- TJM
SHEET
1
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REGIS I toKm
PROFESSIONAL
" LANg.. SURVEYOR (
~P-; ~C)q
OREGON .
MY 14.. 1978
MARVIN S. KRUSH
1643
EXP. JUNE 30, 2009
,
LEGEND:
OHP = OVERHEAD POWER
OHPH = OVERHEAD PHONE
WW = WASTE WATER'
f}/\:\
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POWER POLE
EXIS11NG WW.
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PARCEL 1
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. aJ PARCEL 2
~ FLAG=7,Q06 SQ. FT. ·
t'-- TOTAL=8.738 SQ.FT. ·
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~:~ APPRgtll~~ P:i:OSED I
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-
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TENTATIVE PARTITION
APPLICANTt
SURVEYOR'
ZONING,
LOCA TIoN.
UTILITIES.
DA TEl
S!-WATER-MAIN
. .. - . .. - . .. --.... . . - , . - .. .
.....
10' FRONT YARDSEfBACK
10' BACK YARD St.l ~ACK .....'
2 o=- 3
-
BILL SYRIOS
1247 VILLARD STREET
EUGENS DR 97403-1954
KRUSH AND ASSOCIATES
607 HIGHW' A Y 99 NORTH
EUGENE, DR 97401
(541) 686-9211
LDR
18-02-05-12 #1900
POW'ER ::: S.U.B.
'viA TER ::: S.U.B.
SEW'ER ::: SEPTIC
PHONE ::: Q'w'EST
GAS ::: NV NATURAL
AUGUST 13J 2007
o
FIRE HYDRANT
WA~ It:.. WATER MANHOLE 1007
o RIM ELEVATION =505.49', '
FLOW LINE ELEV. == 501.09
NOTESr
1. 'vIASTEVATER FOR ALL PARCELS \JILL DRAIN TO
EXISTING 8" SEVIER LINE.
2. STORMW A TER FOR ALL PARCELS 'w'ILLDRAIN TO
DRY'WELLS.
3. THERE ARE NO EXISTING STREET TREES ADJACENT
TO THE PROPERTY. NONE ARE PROPOSED.
4. THERE ARE NO EXISTING SIDE\JALKS ADJACENT TO
SITE AND NONE ARE PROPOSED.
5. NATURAL GAS IS NOT AVAILABLE FOR THE PROPERTY.
6. THERE IS NO PUBLIC STORMVlATER AVAILABLE
TO SERVE THE PROPERT~
7. THERE ARE NO. EXISTING STREET LIGHTS ADJACENT
TO THE PROPERTY AND NONE ARE PROPOSER
8. ALL NEW UTILITIES 'WILL BE LDCA TED UNDERGROUND.
9. VIE ARE NOT PROPOSING TO DEDICATE RIGHT-OF-\tIAY
ALONG THE NORTHERLY PORTION Dr THE PROPERTY.
10. PROPOSED UTILITY LoCA TrONS, AS SHOWN ON THIS
MAP ARE PRELIMINARY AND ARE SUBJECT. TO CHANGE.
FINAL UTILITY LOCATIONS 'WILL BE DETERMINED BY .
THE PROPERTY O'w'NER AND THE UTILITYCDMPANYS.
UTILITIES \.JILL BE LDCA TED 'WITHIN EASEMENTS
IF REQUIRED.
11, THE TOTAL AREA OF THE . SITE IS .378 ACRES,
12. THE PROPOSED BUILDING SITE LOCATIONS ARE
SUBJECT TO CHANGS THE EXACT BUILDING SITES
WILL BE DETERMINED DURING BUILDING PERMIT
PROCESS.
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SITE DRAINAGE (USING RATIOI\JAL MI:.IHOD)
-<t-UNION TERRACE
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NC)
.SMALL LEVEL SITE .STUDY
STORMWATER STAYS ON SITE
2 YR STORM, 10 MIN DURATiON
,ASSUMES INSTANTANEOUS TIME OF CONCENTRATION
FLOW RATES ARE EXISTING AND PROPOSED.
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PARCEL 1:
C = '0.90
I = 1.4 IN/HR
A = 4395 SF
Q = 0.13 CFS
..
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,
,
0509'-
/
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b
. ~ ') / EXISTING HOUSE
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IX) /' DSo
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1. THE EXISTING . STORM WATER FROM THE (E) HOUSE DRAINS TO
GUTTERS AND DOWNSPOUTS WHICH TERMINATE INTO PIPES IN THE GROUND.
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PARCEL 2
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THERE WILL BE NO IMPERVIOUS SURFACES ON PARCEL 2.
ALL STORMWATER PERCOLATES INTO SOIL.
PARCEL 1
LPPN 97 -P0941
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NOTES:
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2. THE ONLY IMPERVIOUS SURFACES ON THE PARCELS ARE THE
EXISTING HOUSE AND, DRIVEWAY ON PARCEL. 1. ALL IMPERVIOUS
SURFACES SHOWN ARE TO REMAIN. ALL OTHER AREAS ARE PERVIOUS.
THE STORM WATER STRIKING EARTH DOES NOT FLOW SIGNIFICANTLY,
Bur INSTEAD PERCOLATES INTO THE SOIL WHERE IT FALLS.
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PARCEL :3
LPPN 97 -P0941
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3. PERCOLATION RATE FROM TEST PERFORMED ON SITE IS 1.5 IN/HR.
THE TEST WAS PERFORMED ON FEBRUA,~Y 1, 2007 BY MORTIER ENGINEERING,,>
LOCATION OF TEST HOLE IS SHOWN ON PLANS. THE SOIL TO DEPTH OF 4' M
IS A LIGHT BROWN CLAY WITH SOME SILTS AND LIGHT GRAY SPECKLED STONE
MIXED IN.
%'
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, 10'-0"
/ . '" J St.. t1ACK
in
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"
, 5'-0"
4. NO IMPERVIOUS SURFACES OR STORMWATER ELEMENTS ARE
CURRENTLY PROPOSED FOR PARCEL 2. IT' IS ANTICIPATED AT A FUTURE
TIME THAT .A.SINGLE FAMILY DWELLING WIU. BE BUILT ON THIS PARCEL.
A DRYWELL CAN BE INSTALLED TO ACCOMMODATE THESTORMWATERFROM
THIS PARCEL AT THE . TIME OF THE CONSTRUCTION OF THE SFD. A
DRYWELL OF 18.5'x5'x2"DEEPCAN ACCOMMODATE 2640 SF OF
IMPERVIOUS SURFACE. THE DRYWELL MAY BE RE-SIZED ACCORDING TO
THE ACTUAL IMPERVIOUS SURFACE AT THE TIME OF CONSTRUCTION OF
THE SFD. THE' DRYWELL MAY ALSO BE RELOCATED AS LONG AS
MINIMUM DISTANCES TO PROPERlY UNES AND ~ I t<UCTURES ARE
MAINTAINED. DRYWELL INSTALLATION IS NOT TO OCCUR UNTIL At I t.t<
SFD CONSTRUCTION. SEPERATE PERMIT Ff~OM THE CllY OF SPRINGFIEIJ)
IS REQUIRED FORDRYWELL CONSTRUCTION. THE DRYWELL MUST
COMPLY WITH CllYSTANDARDS.
6~ SEE THE ATTACHED ~luRMWAft.K MANAGEMENT S"f'::>.t.M' ~HJDY FOR
ADDITIONAL INFORMATION.
- NEW DRYWELL FOR NEW HOUSE ROOF
CON~ II"<UCT PER CITY OF SPRINGFIELD
'-iNDIVIDUAL tOT/ROOF DRAIN, 'ORYWELL SCHEMATIC
STANDARD DRAWING 4-20-
'Ot.t"IH OF ROCK = 2'FT
~ CD;:~~I~~,_~- PAVING PLAN.
LEGEND,
DSO, .DOWNSPOUT DRAINS INTO PIPE IN GROUND
_ DIRECTION OF DRAINAGE
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Expires: 12-31-08
REVISIONS:
MORIlER ENGINc.aUNG p.e.
. 1245 PEAfI;.~'b.n=r:"'" ,
EUGENE. OREGON 97401
,-PHONE:, (54~9080'
FAX: (~l).. 8859..
THESE DRAWINGS ARE lliE
PROPERlY OF MORTIER
ENGINEERINGP ,C. AND ARE
NOT TO. BE USED OR ,
REPRODUCED IN.. Nt( MANNER.:
EXCEPT WITH THE PROPER
WR. II c.N PERMISSION' OF
MORTIER ENGINEERING P.C.
DIMENSIONING NOTAll0N TAkES '
'PRIORI1Y OYER SCALE. DO NOr
SCALE DRAWINGS.
DATE: QI,J&1LQ.7
ALE NAME: 18231
DRAWN BY; GR;J
'CHK'D 'BY:
WORK ORDER NO.
18231-TJM
SHt..t.1
3
3 OF 3
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