HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/26/2006
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TENTATIVE PARTITION PLAN
SITE ASSESSMENT AND VICINITY MAP
FOR
DEBORAH STROCHLIC
NW 1/4 SEC. 33 T 17 S, R 2 W W.M.
ASSESSOR'S MAP NO. 17 -02..33-2-3 TL #6100
SPRINGFIELD, LANE COUNTY, OREGON
MA Y 22, 2006
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SITE LOCATION MAP
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SANIT ARY SEWER CLEANOUT
WATER VALVE
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FIRE HYDRANT
WATER METER
POWER POLE
STORM SEWER MANHOLE
SCALE 11/ '" 30'
SANIT ARY SEWER MANHOLE
CURB INLET
SANIT ARY SEWER (SIZE AS NOTED)
STORM SEWER (SIZE AS NOTED)
U.G. WATER MAIN {SIZE AS NOTED}
OVERHEAD UTILITY LINES
OVERHEAD TELEPHONE LINES
Owner IP arti tioner
DEBORAH STROCHLlC
674 WEST 24TH PLACE
EUGENE, OREGON 97405
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NO 79099 PA R C.EL 1 'd ~::5 I . I ~ ,mmm ' P.POLE
WITH STREET . ... " ; ~ " 0: I~ Ij. mm~; NO. 79063
LIGHT 4500 SQ, FT..~ % I. ,~mm~h:......EXISTING WITH STREET
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h.;~';p;~QP~~;~l~1;~~/ j/~~ ~~~~mm .~ UTILITY EASEMENT
6 3' ~~'c,!'e!l~~!\1.~'..;","', ('';1'",.>>''''''' . TO SERVE PARCEL 2
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General Notes
I. SITE ADDRESS 5059 D STREET
SPRINGFIELD. OREGON 97478
2. THE SUBJECT PROPERTY AS WELL AS THE ADJACENT
PROPERTIES IS ZONf=D LDR (LOW DENSITY RESIDENTIAU
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Sit.e Assessment Notes
I. THERE ARE NO WATER COURSES IDENTIFIED ON THE WATER QUALITY LIMITED
WATERCOURSE (WQLW) MAP THAT CROSS THE SUBJECT PROPERTY.
2. THE PROPERTY APPEARS. ON F,E.M.A. COMMUNITY PANEL NO. 41039C1/62-F
AND BY GRAPHIC PLOTTING THE SITE FALLS WITHIN A ZONE X WHICH IS
OUTSIDE THE BOUNDARIES OF THE SPECIAL FLOOD HAZARD AREA
3, CONTOURS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD DATUM PER
BENCHMARK DESCRIBED AS A CHISELED SQUARE AT THE NORTHWEST CORNER
OF THE CURB INLET AT THE SOUTHEAST CORNER OF 49TH ST, AND D ST,
ELEV. 492.20
4_ THE DESIGNA TED WELL HEAD PROTECTION MAP INDICATES THE SUBJECT
PROPERTY IS LOCATED WITHIN AN AREA OF CONCENTRATION HAVING A 20 YEAR
TIME OF TRA VEL CLASSIFICATION.
5. AS SPECIFICED IN THE: "SOILS SURVEY OF LANE COUNTY" THE SITE CONSISTS
OF SALEM-URBAN LAND COMPLEX SOILS. TABLE 14 OF THE SOILS SURVEY
INDICA TES THE DEPTH TO GROUND WATER IN SALEM-URBAN LAND COMPLEX
SOILS IS GREATER THAN 6 FEET.
PARCEL 2
6706 SQ, FT,
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PARCEL 2 IS IN COMPLIANCE WITH THE SOLAR ACCESS STANDARDS OF
SDC SECTION 34.010(3)(b}(1) BECAUSE IT HAS A NORTH-SOUTH DIMENSION
IN EXCESS OF 90 FEET AND ITS FRONT LOT LINE IS ORIENT A TED
WITHIN 30 DEGREES OF THE TRUE EAST-WEST AXIS. PARCEL I ALSO
HAS ITS FRONT LOT LINE ORIENT A TED WITHIN 30 DEGREES OF THE
TRUE EAST -WEST AXIS HOWEVER PARCEL I ONLY HAS A NORTH-SOUTH
DIMENSION OF 78 FEET, PARCEL 115 EXEMPT FROM THE SOLAR ACCESS
ST ANDARDS UNDER SDC SECTION 16.0S0(S}{c){3)(o) BECAUSE THE EXISTING
STRUCTURE ON PARCEL I WOULD SHADE THE STREET RIGHT OF WAY
WHICH IS A NON-DEVELOPABLE AREA,
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LINK FENCE BY INSTRUMENT
RECORDED MARCH 28, 1968
RECEP. NO. 18959
LANE co_ OREGON DEED RECORDS
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PROFESSIONAL
LAND SURVEYOR
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17-02-33!"3-2
Tt 4400
,Tentative Partition Notes
I. THERE ARE NO EXISTING OR PROPOSED TRANSIT: FACILITIES ADJACENT TO THE SITE.
THE NEAREST TRANSIT STOP IS LOCATED AT lHE INTERSECTION OF 51ST ST. AND
MAIN ST. WHICH IS APPROXIMA TEL Y 200 FEET EAST AND 1400 FEET SOUTH OF THE
SUBJECT PROPERTY.
<:::::.
OREGON
JUL Y 13, 1984
JONA THAN A. OAKES
" . 2105 ,/
EXPIRES: DECEMBER 31. 2006
POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 It EUGENB, OREGON 97 402 .(541) 485..4505
JOB No.. 3707, DWN. BY JAO/37Q7.gcd, DATE: 4-08..06
EXPIRES: 06-30-2007
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GRADING AND STORM WA TER MANAGEMENT PLAN
FiOR
DEBORAH STROCHLIC
N W 1/4 S Be . 33 T; 17 S,R 2 W W . M .
ASSESSOR'S MAP NO. 17-02-33-2...3 TL #6100
SPRINGFIELD, LANE COUNTY I OREGON
MA Y 20, 2006
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~~060 SSQQ.. ~ T. 0'~.~"'Q.. 3' I,O~. mmm<ll. .'.< UTILITY EASEME.NT NO.7 9063
, .. L./.' ,.1494.72rJl. 1 ~~.~~mm". ..' TO SE. RVE PARCE. l 2 . WITH STREET
-----'494.721"'" .e.. " .(. r.. ,~~~~~~~~~~~ IE .1-1 LIGHT
7 ~L. . : : 1. :~mmm~L .CO fUT URE 3" STODlJIAIATER
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EXISTING 3. ROQL.,. . . '~J:;~:.:{;:;f.;:;Jlr75;~.;';:{(ir:'};. n~~~;:~~~m. :V DRAINAGE FOR PARCEL 2
DRAIN fOR PARCEL I 49.1JV .;:!,\J'.::"Y:.;";":?.~j' ~~~~~" ''''
f[ L~~,<c~g~g@~ff~fi.s':;ig} l;li~ m~mHr: !' l' fgT~f~c~L4; WATER SERVICE
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DEBORAH STROCHLlC
674 WEST 24TH PLACE
EUGENE. OREGON 97405
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liNK FENCE BY. INSTRUMENT
. RECORDED MARCH 28, 1968
RECEP, NO. 18959
LANE CO, OREGON DEED RECORDS
17-02-33-3-2
POAGE ENGINEERING & SURVEYING, INC.
P.O. BOX 2527 It BUGBNE, ORBGON 97402 .. (541)4tl5~4505
JOB No. 3707, DWN. BY JAO/3707.gcd, DATB: 4;'08-06
Legen~
GI SANIT ARY SEWER CLEANOUT
~ WATER VALVE
~ FIRE HYDRANT
lWl WA TER METER
---e- POWER POLE
@ STORM SEWER MANHOLE
@ SANITARY SEWER MANHOLE
_ CURB INLET
- - SAN - SANIT ARY SEWER {SIZE AS NOTED}
- - STM - - STORM SEWER (SIZE AS NOTED)
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U.G. WATER MAIN {SIZE AS NOTED}
OVERHEAD UTILITY LINES
OVERHEAD TELEPHONE LINES
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SAN
RD
FUTURE SANITARY SEWER
FUTURE .RDOF DRAIN
..-
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.
FUTURE PARKING AREA
FOR PARCEL I
PROPOSED STREET TREE
/493.981
PROPOSED FINISH GRADE
,G1ading,;Paving and Stollllwater Management Notes
I. THIS APPLICATION DOES NOT PROPOSE TO CREATE ANY NEW PAVING AREA IN
EXCESS OF 5000 SO. FT. THE ROOF AREA OF THE EXISTING HOUSE CONSISTS
OF 685 S_F. WHICH 1$ CONVEYED TO THE CURB AND GUTTER IN D STREET VIA
AN<EXISTING CLOSED piPE SYSTEM WHICH DISCHARGES. VIA AN EXISTING WEEP
HOLEJN THE CURB_ THE PROPOSED OFF-STREET PARKING AREA TO BE
CONStRUCTED ON PARCEL I WILL CONTAIN 324 SQ. FT. AND SHED DIRECTLY TO
THE CURB SIMILAR TO A STANDARD RESIDENTIAL DRIVEWAY.
2.. THE SITE ISGENERALL Y FLAT WITH NO DEFINITE DRAINAGE PATTERN FOR THE
PERVlOLJSAREA WITHIN THE SITE-THE ROOF AREA AND IMPERVOUS SURFACE AREA
FOR THE.. EXISTING. STRUCTURE DRAINS TOWARD THE EXISTING CURB AND GUTTER
AND PUBLIC STORM. SEWER SYSTEM IN D STREET. STORM WA TERRUN OFF FROM
NEW CONSTRUCTION ON PARCEL 2 WILL ALSO BE DIRECTED TO THE CURB AND
GUTTER IND STREET VIA A FUTURE PIPE SYSTEM TO BE INSTALLED AT THE TIME
A RESIDENCE IS CONSTRUCTED ON PARCEL 2.
3. NO EXCAVATION OR SITE GRADING IS PROPOSED WITH THIS APPLlCA TION.
/'
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
~m
5.2Jp.Ohj
OREGON
JUL Y 13, 1984
JONA THAN A. OAKES.
'\ , 2105 ./
EXPIRES: DECEMBER 31. 2006
PAGE 2 OF 2 ~
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eXPIRES:, 06-30-2007J