HomeMy WebLinkAboutApplication APPLICANT 6/17/2008 (2)
TABOR GRIFFIN
CLUSTER SUBDIVISION
SPRINGFIELD, LANE COUNT~ OREGON
1
EXIST. WW MH
RIM-447.0I I
8" FL (NJ-439A7
42" FL (E)-434.01
10" FL (S)-441./9
42" FL (W)-433.95
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I . . WOOD FENCE
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EX/STING HOUSE
EXIST. . ST MH
RIM-447.22
12" FL (EJ.440AI
/2" FL (S] 440.44
EXIST. /6' rc,:P
r EASEMENT. ~
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ACCESS TO PATH
EXIST. ST MH .4
RIM.446.79 . ~
12" FL (NJ..439.51 I. ~
12" FL (W) 439.45 '. 'II
EXIST. ST MH
RIM..447.30
18" FL (N)..438.73
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GRAPHIC. SCALE
30 0 15 30 .
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( IN FEET )
60
I
v- EXIST. WW MH
RIM-447.01
o. . /0" FL (NJ.435.64
8" FL (E)..437.53
/0" FL (S)'435.73
T STREET
TAX MAP 17-03-26-24 TAX LOTS 4300
SHEET INDEX
SHEET I
SHEET 2
SHEET 3
EXISTING CONDITIONS MAP
TENTATIVE PLAN
DEVELOPMENT PLAN
HA YDEN BRIDGE RD
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.&- FIRE HYDRANT
I%J BUS STOP
LEGEliD
VICINITY MAP
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SITE DATA
OJrNBR Ie APPUCANT
CRIS TABOR-GRIFFIN
1048 RANDALL STREET
EUGENE. OR 97401
SI'l'B ADDRESS
2095 5th STREET
SPRINGFIELD. OR 97477
EXlSTING USE
SINGLEF AMIL Y DWELLING
ZONING
LDR - LOW DENSITY RESIDENTIAL (THIS
INCLUDES PROPERTY WITHIN 100 FEET.)
JlETRO PLAN DESIGNATION
LOW DENSITY RESIDENTIAL (THIS INCLUDES
PROPERTY WITHIN 100 FEETJ
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SCALE: I" = 1000'
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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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)
FLOW DIRECTION
EXISTING CONTOUR
EXISTING CONCRETE
EXISTING BUILDING
::>
EXISTING FIRE HYDRANT
EXISTING WA TER METER
EXISTING WA TER VALVE
EXISTING TELEPHONE RISER
EXISTING MAIL BOX
EXISTING SIGN
EXISTING MAN HOLE
EX/STING GUY WIRE
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EXISTING STREET LIGHT
EXISTING UTILITY POLE
EVERGREEN TREE
DECIDUOUS TREE
TREE TO BE REMOVED
FLOOD PLAIN
BASED ON FLOOD INSURANCERA TE MAP NO. 4/039CII3'4
F. EFFECTIVE DA TE: JUNE 2. 1999. THIS PROPERTY IS IN
ZONE 'X' AND OUTS/DE THE 500 YEAR FLOOD ZONE.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF LANE COUNTY.
THE EXISTING SOIL FOR THIS SITE IS 119 - SALEM-URBJ.\N
LAND COMPLEX. WHICH HAS A HIGH WA TER TABLE
GREA TER THAN 6' DEEP.
WET..J.Jl1i!A n 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
WA TER COURSE MAP
TRANSIT FACILlTIBS
THE NEAREST BUS STOP IS LOCA TED A T THE
SOUTHWEST CORNER OF THE PROPERTY ON
5TH STREET.
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DATE
MAY 28, 2008
SCALE
DRA WN
BY
DESIGNER
CHECKED
BY
PROJECT
NUMBER
SHEET NO.
1" - 30'
ARS
ARS
JAB
07-060
1
OF
3
SHEET(S)
Date Received:
JUN 1 7 2008
Original Submittal
20.
6" EXTRUDED PC CURB
/ EPOXY TO AC SURfACE
STANDARD CURB AND GUTTER
12"
GEOTEXTlLE
f ABRle
MINIMUM 9" THICK COMPACTED
1 1/2"- 0" CRUSHED BASE ROCK
3" THICK CLASS . tBt
ASPHALT CONCRETE
TYPICAL DRIVEWAY CROSS SECTION DETAIL
NOT TO SCALE
NOTE:
AN ENGINEERING ANAL YS/S WILL BE PROVIDED A T THE
TIME CONSTRUCTION PLANS ARE SUBMITTED FOR
PERMITS.
I
EXIST. WW MH
RIM-447.01 I
8" FL (NJ-439.47
42" FL (E)-434.0I
lO" FL. (S)-441.19
42" FL (W)-433.95
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PROPOSED VARIABLE WIDTH
IRREVOCABLE PRIVATE JOINT USE
ACCESS AND PUBLIC SANITARY
SEWER EASEMENTS AND PUBLIC
EMERGENCY VgHICLE EASEMENT
AND SUB WA'TER EASEMENT
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EXISTING HOUSE
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~ RIM-448.09 EXIST 16' . .
i 12" FL (NJ 441 38 . ,\'v
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! 12" FL (W).,441.36 . . EXISTING 6' . '. .
1- .;..- -PROP. 6" IIFL (SE&SW)-443.7+7= -- - PROP. - -. - 1:-. W.OODFENcT - - .-. -
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EXIST. ST MH
R/M.44722
12" FL (E)-440AI
12" FL (S) 440.44
- - .-OHP-- - -
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"T" STREET
---- --BT - --
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7.5' P.U.E.
I- 7.5' P.u.E.
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EXIST. 8T MH
RIM-446.79 '. I
12" FL (NJ-439.51 I'. '1
12" FL (W) 439.45 ' i
EXIST. ST MH ~ I
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PROPOSED GATE
ACCESS TO PATH
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EXISTING 6'
WOOD FENCE
TO BE REMOVED
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PROPOSED CUT AND FILL
PA VING NOTE
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CUT: 700 CY +/-
FILL: 500 CY +j-
ALL PROPOSED PAVING WILL BE 3" AC OVER 9" CRUSHED
ROCK.
II]
DRAINAGE PROPOSAL
NOTES:
~
-II-
I. ALL PROPOSED UTILITIES SHALL BE PLACED
UNDERGROUND.
2. EXACT LOCA TION OF THE COMMUNITY MAILBOX
UNIT IS UNDETERMINED.
3. THE JOINT USE DfUVEWA Y WILL BE 20' WIDE.
DRIVEWAY SURFAi~E SHALL SUPPORT AN 80,000
LB..IMPOSED LOAD. "NO PARKING FIRE LANE"
SIGNS SHALL BEINST ALLED ADJACENT TO THE
DRIVE ON BOTH SIDES OF THE DRIVEWA Y. THE
DRIVEWA Y FIRE ACCESS SHALL BE UNOBSTRUCTED
PER SPRINGFIELD FIRE CODE.
ROOF DRAINS WILL BE DIRECTED TO WEEP HOLES IN THE
FRONTING CURB.
50: OF THE DRIVEWAY 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.
---
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PHASING PLAN
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PHASE I - 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)
S!W
~ EXIST. WW MH
RIM..447.01
o .. ' ' 10" FL (N).435.64
8" FL (E)x437.53
10" FL (S)-435.73
60
I
GRAPHIC SCALE
30 0 15 30
~ I I
( IN FEET )
T STREET
TAX MAP /7-03-26-24 TAX LOTS 4300
EXISTING SITE BOUNDARY
ADJOINING LOTS
PROPOSED PROPERTY LINES
PROPOSED PHASE LINE
RIGHT-OF-WAY
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 WATER
PROPOSED JOINT UTILITY TRENCH
(CABLE. TELE COMMUNICA TlON AND POWER)
FLOW DIRECTION
EXISTING CONTOUR
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT
EXISTING FIRE HYDRANT
EXISTING WA TER METER
EXISTING WA TER VAL VE
PROPOSED DEAD-END AUTOMA TIC
BLOW OFF VAL VE
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
PROPOSED TWO CHAMBER
CA TCH BASIN
EXISTING STREET LIGHT
EXISTING UTILITY POLE
"NO PARKING FIRE LANE" SIGN
EVERGREEN TREE
DECIDUOUS TREE
SPOT ELEVA TlON
SIDEWALK
Date Received:
JUN 1 7 2008
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DATE
MA Y 28, 2008
SCALE
DRAWN
BY
1" = 30'
ARS
DESIGNER ARS
CHECKED
BY
PROJECT
NUMBER
SHEET NO. 2
JAB
07-060
OF
3
SHEET(S)
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"T" STREET
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LEGEND
EX/STING HOUSE
EXISTING PROPERTY LINES
ADJOINING LOTS
PROPOSED PROPERTY LINES
PROPOSED PHASE LINE
R/6HT-OF-WA Y
EXISTING CURB
PROPOSED CURB
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PROPOSED CONCRETE
EXISTING CONCRETE
OPEN SPACE
PROPOSED ASPHALT
A, B, C, OR D PROPOSED BUILDING TYPE
BLDG. . TYPE 'A'
L~O
TYPICAL MINIMUM SETBACK
(UNLESS OTHERWISE NOTED):
FRONT YARD = 10 FEET
REAR YARD = 10 FEET
INTERIOR YARD = 5 FEET
BLDG. TYPE 'B'
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BLDGg TYPE 'e'
BLDG. TYPE 'D'
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LOT AREA = 25,000 S.F.
ACCESS DRIVElfAY
ANDSIDElfALK = 15,292 S.F.
OPEN SPACE = 13,973 S.F.
TOTAL PROJECT AREA = 54,265 S.F.
T STREET
GRAPHIC SCALE
30 0 15 30
~ 11
( IN FEET )
60
I
Date Received:
7 8
TAX MAP 17-03-26-24 TAX LOTS 4300
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DA TE MA Y 28, 2008
SCALE
DRA WN
BY
DESIGNER
1" - 30'
ARS
ARS
CHECKED
BY
PROJECT
NUMBER
SHEET NO. 3
JAB
07-060
OF
3
SHEET(S)