HomeMy WebLinkAboutApplication APPLICANT 5/2/2008
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8" Fl (N)-439.47
42" FL (E)::434.01
10" FL (S).441./9
42" FL (W)..433.95
EXIST. ST MH
RIM=447.22
12" FL (E)-440.41
12" FL (S) 440.44
HTH STREET
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EXIST. ST MH
RIM::446.79 '. '1
12" FL (NJ.439,51 I ' 41'
12" FL (W) 439,45 ' 1
EXIST~ ST MH
GRIFFIN
CLUSTER SUBDIVISION
SPRINGFIELD, . LANE COUNTY, .OREGON
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T STREET
TAX MAP 17-03-26-24 TAX LOTS 4300
GRAPHIC SCALE
30 0 15 30
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( IN FEET )
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SHEET INDEX
SHEET I
SHEET 2
SHEET 3
EXISTING CONDITIONS MAP
TENTATIVE PLAN
DEVELOPMENT PLAN
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6 FIRE HYDHANT
1%1' BUS STOP
VICINITY MAP
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SITE DATA
OWNER It APPUCANT
CRIS TABOR-GRIFFIN
1048 RANDALL STREET
EUGENE. OR 97401
SITE ADDRESS
2095 5th STREET
SPRINGFIELD. OR 97477
IaISTING USE
SINGLE F A MIL Y DWELLING
ZONING
LDR - LOW DENSITY RESIDENTIAL (THIS
INCLUDES PROPERTY WITHIN 100 FEET,)
JlBTRO PLAN DESIGNATION
LOW DENSITY RESIDENTIAL (THIS INCLUDES
PROPERTY WITHIN 100 FEET,)
LEGEND
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EXISTING PROPERTY LINES
ADJOINING .LOTS
RIGHT-OF-WA Y
EASEMENT LINE
EXISTING EDGE OF ASPHAL T
EXISTING CURB
EXISTING FENCE
EXISTING OVER HEAD POWER
EXISTING WA TER
EXISTING SANITARY SEWER
EXISTING STORMWA TER SEWER
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EXISTING CONTOUR
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BENCBJIARK
CITY OF SPRINGFIELD DA TUM' FOUND CHISELED
SQUARE IN TOP BACK OF CURB A T NORTH END
OF RAMP A T SOUTHWEST CORNER OF
INTERSECTION OF 5TH STREET AND T STREET.
BENCHMARK *281 (RECORD ELEVA TION = 447.62)
EXISTING CONCRETE
EXISTING BUILDING
)
EXISTING FIRE HYDRANT
EXISTING WA TER METER
EXISTING WA TER VAL VE
EXISTING TELEPHONE RISER
EXISTING MAIL BOX
EXISTING SIGN
EXISTING MAN HOLE
EXISTING GUY WIRE
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EXISTING UTILITY POLE
EVERGREEN TREE
DECIDUOUS TREE
TREE TO BE REMOVED
I""'LOOD PLAIN
BASED ON FLOOD INSURANCE RA TE MAP NO. 41039CI/34
F. EFFECTIVE DA TE: JUNE 2. 1999. THIS PROPERTY IS IN
ZONE 'X' AND OUTSIDE THE 500 YEAR FLOOD ZONE.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE COUNTY.
THE EXISTING SOIL FOR THIS SITE IS 1/9- SALEM-URBAN
LAND COMPLEX. WHICH HAS A HIGH WA TER TABLE
GREA TER THAN 6' DEEP.
lFEl.l,J1RAD PROTECTION
THIS SITE IS WITHIN THE 10 YR. T.O. T. TO 'Q' ST.
WATERCOURSES
NO WA TERCOURSE OR RIPARIAN SETBACKS ARE
LOCA TED WITHIN OR NEAR THE PROJECT SITE
ACCORDING TO THE WA TER QUALITY LIMITED
WATER COURSE MAP
TRANSIT FACILlT1ES
THE NEAREST BUS STOP IS LOCA TED A T THE
SOUTHWEST CORNER OF THE PROPERTY ON
5TH STREET.
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APRIL 29, 2008
1" = 30'
ARS
ARS
JAB
07-060
1
3
SHEET(S)
PRE-SUBMITTAL R
MAY 2 2008
NORTHRIDGE AVE.
160'
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EXIST. WW MH
RIM=447.01 I
8" FL (N)=4J9.47
42" FL (E)=4J4.01
10" FL (S)=441.19
42" FL (W)=4JJ.9
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SIDEWALK
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EXIST. ST MH
RIM=447.22
12" FL (E)=440.41
12" FL (S) 440.44
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I RIM=448.09 EXIST. 16' ,(\..~
12" FL (N)=441.J8 r \'"
12" FL (W)=441.36 EASMNT.
l- - - PROP. 6" FL (SE&SW)=44J.7+F - - PROP.- - - ~
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9
"T" STREET
_____80 ____ PROPOSED GATE.
450.5+ - J --'l / I ACCESS TO PATH
I 7.5' P.U.E.
PROPOSED , /\ It). I
5' PUBUC /// ; / I-- 7'5' P U E
EMERGENCY ,.)'qi J .. . .
ACCESS LOT 111 ,,? I
EASEMENT 4, tz8-.2:S : \;. tL.
PROPOSED
MUL n-UNlT
MAIL BOXES
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ACCESS TO PATH
EXIST. ST MH
RIM=446.79
12" FL (N)=4J9.511 ~
12" FL (W) 439.45 . 'II
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PROPOSED CUT AND FILL
PAVING NOTE
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CUT: 700 CY +1-
FILL: 500 CY +/-
ALL PROPOSED PAVING WILL BE J" AC OVER 9" CRUSHED
ROCK.
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DRAINAGE PROPOSAL
NOTES:
ROOF DRAINS WILL BE DIRECTED TO WEEP HOLES IN THE
FRONTING CURB.
50% OF THE DRIVEWA Y AND PARKING LOT RUN-OFF WILL DRAIN
TO A GRASSY TREA TMENT SWALE IN THE SOUTHERN OPEN
AREA, AND THEN TO AN EXISTING STORM MANHOLE A T THE
NORTH OF THE PROPERTY. THE REMAINING RUNOFF WILL DRAIN
INTO A TWO CHAMBER CA TCH BASIN AND THEN TO THE SAME
EXISTING STORM MANHOLE.
1. ALL PROPOSED UTILITIES SHALL BE PLACED
UNDERGROUND.
2. EXACT LOCA T10NOr:~ THE COMMUNITY MAILBOX
UNIT IS UNDETERMiNED.
3. THE FIRE HYDRANTt..OCATED AT THE SOUTHWEST
CORNt:R OF 5th STREET AND "T" STREET WILL SERVE
LOTS 1-9. THE FIRE HYDRANT LOCA TED ON
NORTHRIDGE A VENUE, BETWEEN 6th STREET AND 8th
STREET WILL SERVE LOTS 10 AND 11.
4~ THE JOIN T USE DRfVEWA Y WILL BE 21' WIDE.
DR/VEWA Y SURFACE SHALL SUPPORT AN 80,000 LB..
IMPOSED LOAD. "NO PARKING FIRE LANE"
SIGNS SHALL BE INSTALLED ADJACENT TO THE DRIVE
ON BOTH SIDES OF THE DRIVEWA Y. THE DRIVEWA Y
FIRE ACCESS SHALl. BE UNOBSTRUCTED PER
SPRINGFIELD FIRE CODE.
~
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PHASING PLAN
PHASE 1 - DEVELOPMENT OF LOTS 1-4 (2008-09)
PHASE 2 - DEVELOPMENT OF LOTS 5-7 (2009-10)
PHASE 3 - DEVELOPMENT OF LOTS 8-11 (2010-11)
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~ EXIST. WW MH
RIM=447.01
0, " , 10" FL (N)=4J5.64
8" FL (E)=437.5J
10" FL (S)=435.7J
60
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GRAPHIC SCALE
30 0 15 30
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( IN fEET )
TAX MAP 17-03-26-24 TAX LOTS 4300
LEGEND
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EXIS77NG SITE BOUNDARY
ADJOINING LOTS
PROPOSED PROPERTY LINES
PROPOSED PHASE LINE
RIGHT-OF--WA Y
EASEMENT LINE
EXISTING EDGE OF ASPHAL T
EXISTING CURB
PROPOSED CURB AND GUTTER
EXISTING FENCE
EXISTING OVER HEAD POWER
EXISTING WA TER
EXISTING SANITARY SEWER
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
PROPOSED SANITARY SEWER
PROPOSED WA TER
PROPOSED JOIN T UTILI TY TRENCH
(CABLE, TELE COMMUNICA nON AND POWER)
FLOW DIRECTION
EXIS77NG CONTOUR
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PROPOSED CONCRETE
PROPOSED ASPHALT
EXISTING FIRE HYDRANT
EXISTING WA TER METER
EXISTING WA TER VALVE
PROPOSED DEAD-END BLOW OFF VALVE
PROPOSED WA TER METER
EXISTING MAIL BOX
PROPOSED MAIL BOX
EXISTING SIGN
EXISTING MAN HOLE
PROPOSED MAN HOLE
PROPOSED CLEAN OUT
PROPOSED CURB INLET
PROPOSED AREA DRAIN
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CA TCH BASIN
EXISTING STREET LIGHT
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EVERGREEN TREE
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ADJOINING LOTS -.....
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PROPOSED CURB
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TYPICAL MINlfvlUM SETBACK
(UNLESS OTHERWISE NOTED):
FRONT YARD = 10 FEET
REAR YARD = 10 FEET
INTERIOR YARD = 5 FEET
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LOT Al1EA = 25,000 S.F.
ACCESS DRIVEWAY
AND SIDEWALK = 15,292 S.F.
OPEN 'SPACE = 13,973 S.F.
TOTAL PROJECT AREA = 54,265 S.F.
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BY
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NUMBER
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TAX MAP /7-03-26-24 TAX LOTS 4300
OF
ARS
ARS
JAB
07-060
3
3
SHEET(S)
AY 2 2008
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