HomeMy WebLinkAboutApplication APPLICANT 5/2/2008 (2)
GRIFFIN
CLUSTER SUBDIVISION
SPRINGFIELD, LANE COUNTY, .OREGON
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EX. 5'
SIDEWALK
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r EASEMENT. ,\v .
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EX. CONG. 'wALK ',.:
TO BE REMOVED
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EXIST. SAN
RIM.447.0f I
8" FL (NJ..439.47
42" FL (E).434.01
10" FL (S).441.19
42" FL (w).433.95
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EXIST. ST MH
RIM=447.22
12" FL (EJ.440.41
12" FL (S) 440.44
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RIM..448.09 EXIST. 16' .
12" FL (NJ 44/ 38 . ,\v .
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12" FL (W)..441.36 . .' EXISTING 6'
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;393:9r~ " " ~42" SAN 449-
"Tn STREET
X 449.48
GRND
EX. SHED
10' X 16'
TO BE
REMOVED
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DRIVEWA Y
TO BE REMOVED
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12" FL (W) 439.45
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PEDESTRIAN
PATH
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( IN FEET )
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RIM-447.01
o 10" FL (NJ..4$5.64
B" FL (E)-437.53
10" FL (S).4,~5. 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
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LEGEND
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LEGE1~D
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VICINITY MAP
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SITE DATA
OWNBB It APPUCANT
CRIS TABOR-GRIFFIN
1048 RANDALL STREET
EUGENE. OR 97401
SITB ADDRESS
2095 5th STREET
SPRINGFIELD. OR 97477
JUJ.::FJING USB
SINGLE FAMIL Y DWELLING
ZONING
LDR - LOW DENSITY RESIDENTIAL (THIS
INCLUDES PROPERTY WITHIN 100 FEET'>
JlB'I'RO PLAN DBSIGNATION
LOW DENSITY RESIDENTIAL (THIS INCLUDES
PROPERTY WITHIN 100 FEET'>
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SCALE: I" = 1000'
EXISTING PROPERTY LINES
ADJOINING LOTS
RIGHT-OF - WAY
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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BBNCBJIARK
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
)
EX/STING F/RE HYDRANT
EX/STING WA TER METER
EXISTING WATER VALVE
EXISTING TELEPHONE RISER
EXISTING MAIL BOX
EXISTING SIGN
EXISTING MAN HOLE
EXISTING GUY WIRE
EXISTING STREET LIGHT
EXISTING UTILITY POLE
EVERGREEN TREE
DECIDUOUS TREE
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TREE TO BE REMOVED
FLOOD PLAIN
BASED ON FLOOD INSURANCE RA TE MAP NO. 41039CII34
F. EFFECTIVE DA TE: JUNE 2. 1999. THIS PROPER TY 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 WATER TABLE
GREATER THAN 6' DEEP.
"'EJ.r.'RJi!~ D PROTECTION
THIS SITE IS WITHIN THE 10 YR. T.O. T. TO 'Q' ST.
lrATERCOURSES
NO WA TERCOURSE OR RIPARIAN SETBACKS ARE
LOCA TED WITHIN OR NEAR THE PROJECT SITE
ACCORDING TO THE WA TER QUAL/TY LIMITED
WATER COURSE MAP
TRANSIT FACIUTIBS
THE NEAREST BUS STOP /S LOCA TED A T THE
SOUTHWEST CORNER OF THE PROPERTY ON
5TH STREET.
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DATE
APRIL 29, 2008
SCALE
DRA WN
BY
DESIGNER
CHECKED
BY
PROJECT
NUMBER
SHEET NO.
1" = 30'
ARS
ARS
JAB
07-060
1
OF
3
SHEET(S)
MAY 22008
-' COod<-P
1
EXIST. WW MH
RIM=447.01 1
8" FL (N)=4J9.47
42" FL (E)=4J4..01
10" FL (S)=441.19
42" FL (W)=4JJ.9
EXIST. ST MH
RIM=447.22
12" FL (E)=440.41
12" FL (S) 440.44
"T" STREET
PROPOSED
MUL TI-UNIT
MAIL BOXES
EXIST. ST MH
RIM=446.79
12" FL (N)=439.511 i
12" FL (W) 439.45 "
EXIST. ST MH
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NORTHRIDGE AVE.
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PROPOSED VARIABLE WID TH
IRREVOCABLE PRIVATE JOINT
USE ACCESS AND PRIVATE
UTILITY EASEMENTS AND PUBLIC
EMERGENCY VEHICLE EASEMENT
>(~" /y>
, /' , EXIST. 16' ~()
_ _ _ _ _ _ _ _ _ _ _ _ _f . EASEMENT. _ _ _ _ ~ 'l,'iJ _ ~
" ' TEMPORARY
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EXISTING HOUSE
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12" FL (W)=441.J6 , r EASMNT.
-1- - - PROP. 6" FL (SE&SW)=44J.7-FF - - PROP.- - - ......;
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-WOODFENCE -, - - -
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PROPOSED
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EMERGENCY ~Oj)\ I
ACCESS OT 11
EASEMENT 4,~F: I \
PROPOSED GA TE.
I ACCESS TO PATH
7.5' P.U.E.
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PROPOSED GA TE.
ACCESS TO PATH
it
PROPOSED PRIVA TE
VARIABLE WID TH
STORM DRAINAGE
EASEMENT
EXIST. 10'
PEDESTRIAN
PATH
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PROPOSED CUT AND FILL
PA VING NOTE
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1. ALL PROPOSED UTILITIES SHALL BE PLACED
UNDERGROUND.
2. EXACT LOCA TlON OF THE COMMUNITY MAILBOX
UNI T IS UNDETERMINED.
3. THE FIRE HYDRANT LOCA TED A T THE SOUTHWEST
CORNER OF 5th ST.1?EET AND "T" STREET WILL SERVE
LOTS 1-9. THE FIRE HYDRANT LOCA TED ON
NORTHRIDGE A VENOE, BETWEEN 6th STREET AND 8th
STREET WILL SERVE LOTS 10 AND 11.
4. THE JOINT USE DRlVEWA Y WILL BE 21' WIDE.
DRIVEWAY SURFACE SHALL SUPPORT AN 80,000 LB..
IMPOSED LOAD. "NO PARKING FIRE LANE"
SIGNS SHALL BE INSTALLED ADJAC~NT TO THE DRIVE
ON BOTH SIDES OF THE DRIVEWA Y. THE DRIVEWA Y
FIRE ACCESS SHALL BE UNOBSTRUCTED PER
SPRINGFIELD FIRE'. CODE.
CUT: 700 CY +1-
FILL: 500 CY +/-
ALL PROPOSED PAVlNG-:,W1LL BE 3" AC OVER 9" CRUSHED
ROCK.
NOTES:
DRAINAGE PROPPSAL
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 TREATMENT SWALE IN THE SOUTHERN OPEN
AREA, AND THEN TO AN EXISnNG 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
EXISnNG STORM MANHOLE.
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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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RIM=447.01
o . . 10" FL (N)=4J5.64
8" FL (E)=4J7,5J
10" FL (S)=435.7J
60
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GRAPHIC SCALE
30 0 15 30
~.I..I
( IN FEET )
TAX MAP 17-03-26-24 TAX LOTS 4300
LEGEND
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EXIS71NG 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 JOINT UTILITY TRENCH
(CABLE, TELE COMMUNICA TlON AND POWER)
FLOW DIRECTION
EXISTING 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 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
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DATE
APRIL 29, 2008
SPO T ELEVATION
SCALE
1;' = 30'
SIDEWALK
DRA WN
BY
DESIGNER
ARS
ARS
CHECKED
BY
PI?OJECT
NUMBER
SHEET NO. 2
JAB
07-060
OF
3
SHEET(S)
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BLDG. TYPE 'A' 0
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L.!....1J TYPICAL MINIMUM SETBACK o<t>- to
wZw
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FRONT ,YARD = 10 FEET (J)(J)(J) E
REAR YARD = 10 FEET <5W Q)
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LOT AREA = 25,000 S.F.
ACCESS DRIVEWAY
AND SIDElfALK=15,292 S.F.
OPEN SPACE = 13,973 S.F.
TOTAL PROJECT AREA = 54,265 S.F.
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DATE APRIL 29, 2008
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SCALE 1" = 30'
T STREET
GRAPHIC SCALE
30 0 15 30
~II
( IN FEET )
60
I
DRAWN
BY
DESIGNER
ARS
ARS
CHECKED
BY
PROJECT
NUMBER
SHEET NO. 3
JAB
07-060
TAX MAP 17-03-26-24 TAX LOTS 4300
OF
3
SHEET(S)