HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/1/2007
-6" WATER MAIN
FIRE .HYORANT
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FIRE HYDRANT
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W~It. WATER MANHOLE #007,
RIM ELEVATION =.505.49,
.. .!!B\y.UNEE.~. =, ~~1.09 0
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Wkut. WATER MANHOLE #002. 19'-8.1fj~ WATER ~L=bU/.99. . ~ ,
RIM ELEVATION.. 505.49, .', . :!.~'::::~:f::~' ME!'ER. 6 S 8~ 44 00 E. 109.52
FLOW UNE ELEV. == 501.09 '\: ~ ~~~!:~t;~:~{~~\;:'1'<:f 0 a~.43'/
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5.5 .. .C)HAWTHORNE ./ 0 7wACACIA
CLUSTER f)"a
. ~ 7,730 sq ft
/ 5 89'S6'OOw E 89.43' _ _ .
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g/: {BROWN ROOFSHEO.// ,-., ''\
. (TO BEREMOVED~ 10'x10'
~ ,:(' GREEN SHINGLE, ROOF SHED
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PARCEL 1
LPPN 97-P~;941
SITE ADDRESS:
~ I t.WARDSHIPPROPERTJES
1247 VILLARD ST.
EUGENE:, OR. 97403
AT. (E) HOUSE.
4733 UNION TERRACE
SPRINGAELD. OR.
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SURVEYOR:
KRUSH AND ASSOCIATES
607 HIGHWAY 99 NORTH
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. (541) 686-9211
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SITE ASSESMENT OF EXISTING CONDITIONS
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LOCATION:
18-02--05-12 #190.0
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/ . SHED ROOF S.HED ~. ..
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-- '\ 10.55
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1. 'BASE DRAWING 'AND ASSOCIATED DIMENSIONS AND ELEVATIONS PROVIDED BY KRUSH AND ASSOCIAI t.:::a.
2. THERE ARE NO WATERCOURSES OR REQUIRED RIPARIAN ,5t:.lIjACKS ON THIS PROPERlY.
THERE ARE NO .KNOWN WETlANDS ON THIS PROPERlY.
3. THE SUBJECT PROPt.t< I ( IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN PER FEMA ,MAPS.
4. THIS SITE IS NOT IN A WELlHEAD PROTEcnON ZONE. IT DOES NOT HAVE A nME OF TRAVEL
ZONE SPECIAEO.
5. THE SOIL TYPE AT THIS 'sm~ PER THE 'SOIL SURVEY OF lANECOUNlY IS 113CPENGRAURBAN LAND
COMPLEX. 11iE WINTER HIGH WAII:.K TABLE IS ESTIMATED AT 10' BASED ON THE OREGON
WATER RESOURCES DEPARTMENT WEBSITE. FOR MORE INFORMATION ON THE SOIL lYPE AND
WATER TABLE' CONSULT THE . STORMWATER MANAGEMENT STUDY.
6. NORTH UNION TERRACE ST IS UNIMPROVED.
7. THE EXISTING HOUSE HAS GiU It t.RS WHICH TERMINATE AT SPLASH BLOCKS~
8. TREES SHOWN WILL REMAIN At I t.R PAR III ION.
9. STRUCTURES TO BE REMOVED ARE MARKED.
." . . .., - . - - ' . '", - -: ,");' --~~
UOrncK ENC!IN~'~P.E-.),}:
1245,' PE'ARt:~Ina;.I~'i:2 .">""";'
., EUGENE./0REG0N~'::"e7401:,;~H:
PHONE: (841l,~_r"~;';F
FAX:. (541):48(' . '8858'; ~,;'~i.,"
THESE DRAWIN~'ME{rHF'
PROPc:.ru ( . OF MORTJER .'
ENGlNt.t.tdNG~' P ~C~:AND' ARE
'NOT TO. 'BE'. USED "OR~"t "'!'~~J'.,"
REPRODUCED IN MY MANNER ,
EXCEF.'T..WlTHTHE..PROPER .
WAn I tri PERMISSION OF
MORnER ENGINk:.t.KING P .C.
DIMENSIONING NOTATION TAKES
PRIORIIY (MR' SCAlE. DO NOr '
SCALE. DRAWINGS.
1 · DATE: i 08/01/07
ALE NAME; 18~31
DRAWN BY~
: CHK'O BY:.'
. . WORK ORDER NO.
'18231-TJM
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~ PARCEL 3
g LPPN 97 -PQ941
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NOTES:
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_(D(E) .SITE .PLAN
1. SCALE: 1"=20.-0'"
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DAISY ST.
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_. '. . -:~_~.p.e~ox. !-OCATION OF SITE
LEGEND
DSO DOWNSPOUT DRAINS INTO PIPE IN GROUND
6" W WATER. MAIN
OHP OVERHEAD POWERUNE
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6U6 ~oO'7-- 60053,
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CD~~~~N'TY MAP
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FIRE HYDRANT
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LEGEND:
OHP = OVERHEAD POWER
OHPH = OVERHEAD PHONE
WW = WASTE WATER'
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- POWER POLE '
.~ POVYER PO~L _. ..... OHF . - - . - - . OHr' }...... _.--... ___ _ . _ ____.
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o (j) . WATER /
o ..0 EXISllNG WW ' " . .....: Mt:.l t:.RI:=}
~.~ "W ~""""f" ::~...'.~;.. 5/39-44'00" E ,109.43 . - I .
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ffiQ , / PARCEL 1 I ·
~~W / 7.731 SQ.FT. m 1
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
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OREGON
JULY 14. 1978
MARVIN S. KRUSH
1643
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EX? JUNE 30, 2009
PARCEL 2
FLAG= 7,006 SQ. FT.
TOTAL=8,738 SQ. FT.
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?5'~ APPR~~I"~~T~G P~~~OSED l.
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:...................... . "W '\ '\ 0 .55
S 81-5400
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1 0 t BACK YARD SETBACK .... ~
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TENT A TIVE PARTITION
APPLICANT.
SURVEYOR.
ZONING.
LDCA TIONa
UTILITIES'
DA TEl
sit ,WATER-MAIN
.- -. -- . . --.. . ,. -.....-. #I . _ . It ______ . . _ . It
BILL SYRIOS
1247 VILL~RDSTREET
EUGEN~DR 97403-1954
" J
KRUSH AND'AssdcIATES
607 HIGHWAY 99 NORTH
EUGEN~DR!97401
(541) 686-9211
'LDR
18-0a-O~-12#1900
POWER ::: S.U.B.
'VIA TER .::# s.tJ~~.
St:\VER !:2 Sb.:PTIC
PHDNt =Q\JEST
GAS t: N'J NATURAL
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~EPT~M;BgR4i 2007
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FIRE HYDRANT
O WASTE W.ATER MANHOLE/J007.
RIM ELEVATION. = 505.49",
F1..0W LINE ELEV. = 501.09
NOTES,
1. VI ASTE\a/ ATER FOR ALL PARCELS VlILL DRAIN. TO
EXISTING 8. SEVIER LINE.
2. STORMVI A TER FOR ALL PARCELS VlILL DRAIN TO
DRYVlELLS.
3. NO ADDITIONAL STREET. TREES ARE BEING PROPOSED.
4. THERE ARE NO EXISTING SIDEVlALKS ADJACENT TO
SITE AND NONE ARE PROPOSED.
5. NA TURAL GAS IS NDT A V AIL ABLE FOR THE PROPERTY.
6. THERE IS NO PUBLIC. 'STORMVI A TER AVAILABLE
TO SERVE THE PROPERTY.
7. THERE ARE NO EXISTING STREET LIGHTS ADJACENT
TO THE PROPER1Y AND NDNE ARE PROPOSED.
8. ALL NEW UTILITIES VlILL BE LOCATED UNDERGROUND.
9. WE ARE NOT PROPOSING TO DEDICATE RIGHT-OF-WAY
ALONG THE NORTHERLY PORTION OF THE PROPERTY.
10. PROPDSE-DUTILITY LoqATIDNS, AS SHDW'N ON THIS
MAP ARE. .:PRELIMINARY ,'AND ARE SUBJECT TO CHANGE.
FINAL UTILITY LOCATIONS WILL BE DETERMINED BY
THE PROPERTY DVlNER, A~D THE UTILITY COMPANYS.
UTILITIES \JILL . BE, LOCATED -.WITHIN EASEMENTS
IF REQUIRED. . ,- '
lL THE TOTAL AREA OF'THE SITE IS .378 ACRES.
12. THE PROPOSED BUILDING SITE LOCA TIONS ARE
SUBJECr TO. CHANGE. THE EXACT BUILDING SITES
. \JILL BE. 'DETERMINED DURING BUILDING PERMIT
PROCESS.
13. THE PROPERTY DVlNERS \tIILL MAINTAIN VISION
CLEARANGE TRIANGL~SALONG THE PANHANDLE
DRIVEWAY.
14. NO CUT bR FILL IS "BE:INGPRDPOSED.
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BUILDING SITE
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SITE DRAINAGE (USING RATIONALMt..1 HOD)
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('IC)
SMALL LEVEL SITE STUDY
STORMWATER STAYS ON SITE
2 YR STORM. 10 MIN DURATION
ASSUMES INSTANTANEOUS TIME OF CONCENTRATION.
FLOW RATES . ARE EXISllNG AND PROPOSED.
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c.r FIRST .18t OF. DRIVEWAY
ex, MUST BE PAVED
......
PARCEL 1 :
'("
C == 0.90
I =- 1.4 IN/HR
A = 4395 SF
Q = O.l3CFS
PARCEL 2
THERE WILL, BE: NO IMPERVIOUS SURrACES ON PARCEL. 2.
ALL STORMWAn~~ PERCOLATES INTO SOIl.
NOTES:
1. THE EXISTING STORM WATER . FROM. THE. (E) HOUSE DRAINS TO
GUt't.RS AND DOWNSPOUTS WHICH TERMINATE INTO PIPES IN THE GROUND.
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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~ltdKING EARTH DOES NOT FLOW SIGNIFICANTLY,
BUT. INSTEAD PERCOLATES INTO THE SOIL WHERE IT FALLS.
PARCEL 3
LPPN97-P0941
3. PERCOLATION RATE FROM, .TEST PERFORMED ON SITE IS 1.5 IN/HR,
~E",\t~~...~~"eE,BfQBMED.ONFE~BU~B'( 1, .... 2()07 BY MORTIER ENGINEERING.
LOCATION -OF -I t.:;;. 'AlJ[E-',s- sHowlqR"OR~"-P11,RS:--'''THE.s0IL TO DEPTH OF 4"
IS A UGHT BROWN CLAY WITH SOME SILTS AND UGHT GRAY SPECKLED STONE
MIXED IN.
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,
, 10'-0"
" ~St.I~ACK
- -'NEW- DRYWELL FOR NEW HaUSE, -ROOFn,
CON~ I KUCT PER 'CllY OF SPRINGFIELD
INDMDUAL LOT/ROOF DRAIN DR'YWELL SCHEMATIC
STANDARD DRAWING 4-20 AND 4-19
DEPTH . OF ROCK == 3 FT
._...(13t;):~.... RA. ~!~~ ..~, PAVING PLAN
,~' SCALE: 1"=20'-0"
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4. NO IMPERVIOUS SURFACES' OR STORMWATER ELEMENTS ARE
'CURRENTLY 'PROPOSED FOR PARCEL 2. IT IS ANTICIPATED AT. A FUTURE
TIME THAT A SINGLE FAMILY DWEWNG WILL BE BUILT ON THIS PARCEL
A DRYWELL CAN BE INSTAl 11='0 TO ACCOMMODATE THE STORMWATER FROM
THIS PARCEL AT THE TIME OF THE CON~ I KUCTlON OF THE SFD. A
DRYWELL OF 13'xS'x3' DEEP CAN ACCOMMODATE 2640 SF OF
IMPERVIOUS SURFACE. THE DRYWELL MAY BE RE-SIZED ACCORDING TO
THE ACnJAL IMPERVIOUS SURFACE AT THE TIME OF CON:> I t<UCTlON OF
THE: SFD. THE' DRYWELL MAY' ALSO BE RElOC~It.u .~ LONG AS
MINIMUM DISTANCES TO PROPERTY UNES AND STRUCTURES ARE
MAlNTAINED.DRYWELl INSTALlATION IS NOT TO OCCUR UNTIL
SFDCON~ I KUC110N. SEPERATE PERMIT, FROM THE. CITY OF SPRINGRELO
.IS ,REQUIRED. FOR '.DRYWELL CONSTRUCTION. THE 'DRYWELL MUST
COMPLY WITH CITY STANDARDS.
6. SEE THE ATTACHED STORMWATER MANAGEMENT SYSTEM STUDY FOR
ADDITIONAL INFORMATION.
7. NO CUT OR ALL IS PROPOSED AS PART OF THIS PARTITION
LEGEND
DSO DOWNSPOUT DRAINS INTO PIPE IN GROUND
..... . DIRECTION OF DRAINAGE
5U67.-53
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Expires: 12-31-08
'MORTIER _a:.ntNG~P.c.f{;:']
'~~~P~~,J~;i~..
~,(541)~~/;:O::;;;'i
fAX:> (541)'484--8859~~~';:~;f:; ,
. THESE,DRAWlN(;S '! A8E'*lH~/'
PROPtK. Y~OF MORnER'>'
. ENGINEERING:~ P.c~- AND' ARE " '
"NOT TO 'BE" USED. OR ~";.'e~" ~".~. -'
. REPRODUCED .IN ANY MANNER
. EXCt.r'1 WITH THE PROPER
. WRu. t.I~ PERMISSION OF '
MORnER 'ENGINt.t.rdNG P .C.
. DIMENSIONING NOTAlION TAKES
PRIORITY ewER SCALE. DO NOT
,~. DRAWINGS.
DATE: 08/01/07
I.. '.1
ALE NAME;J 1823i,:!;
DRAWN BY, Gltl
CHK'O' BY:',
WORK ORDER NO.
182-31-TJM
SHt;t.1
( 3 OF 3
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