HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/8/2009
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I DRIVEWAY 1 Date Received:
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I I T AXLOT #12200 {),. .... -j.., · +. ..~.... ,,- A .. -I- JAN ~ 8 2009
2665 G STREET rUJ1..M...L(...QJ I ~ ~
G eo IT C 05S"eV1 Original Submittat_____
)~ VAT: :AS:vE'-S
A. 7' PRIVATE UTILITY EASEMENT
SERVING PARCEL 2.
B. 5' PRIVATE WASTE WATER EASEMENT
SERVING PARCEL 2 6 821 26TH ST,
C. 5' PRIVATE WASTER WATER EASEMENT
SERVING 821 26TH ST.
~ REGISTERED '
PROFESSIONAL
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'- #1943
,/
RENEWAL DATE 12/31/09
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SCAlE " = 20'
2650 G STREET
TAX LOT #9000
T:\TAT V: JA~- - 0\
fOR
GEOFF ex ELIZABETH COSSEN
TAX LOT 17-03-36-11 LOT #9800
SITE ADDRESS: 2660 G STREET, SPRINGFIELD OR
JANUARY 2009
95.00'
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N 89030'00" E 80.00'
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GARSON LANE
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TAX LOT #9200
821 26TH STREET
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TAX LOT #10105
2681 GARSON LN.
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I, .:.:;". ///:" .....:. "'" .'., PARCEL 2 8"00~7 -
PROf OSEO S' SIDEWALK .. . -/'-1- t' . _n__ / ?S
E\SEMENT aPUE .J, , I, DECK 5,703 sa. FT. ~ ~9IO.0 ~!:;~':..>.~~~ 1----- OVERHEAD PHO\JE LINE
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T AX LOT #10200
2686 G STREET
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20'
26TH PLACE
(UNIMPROVED)
TAX LOT #12300
2645 G STREET
(DRIVEWAY AT SW CORNER OF LOT)
\0". :8:
ELEVATIONS BASED ON CITY BENCHMARK: 467.31 CHISELED SQUARE ON TOP OF
CURB @ SW CORNER 26TH (SOUTHBOUND) AND G STREETS.
BOTH PARCELS TO BE SERVED BY UNDERGROUND UTILITIES FROM POLE NEAR NE
PROPERTY CORNER.
NEAREST FIRE HYDRANT IS 310' WEST OF THE SW PROPERTY CORNER, ON
SOUTH SIDE OF G STREET.
THERE ARE NO TRANSIT ROUTES NEARBY (SEE NARRATIVE.)
PROPERTY IS SUBJECT TO UTILITY EASEMENTS RECORDED JULY 23. 1941,NO.99579. AND
RECORDED DECEMBER 9, 1948, RECEPTION NO. 82137 WHICH CONTAIN NO
SPECIFIC LOCATIONS.
NEW DRIVEWAY AND PAVING STONE WALK FOR EXISTING HOUSE TO BE CONSTRUCTED
WITH DEVELOPMENT PARCEL ONE.
7. NEW DRIVEWAY ON PARCEL 2 MEASURED FROM BACK OF 5 FOOT SIDEWALK EASEMENT.
8. NEW DRIVEWAY ON PARCEL 2 DRAINS TO GRASS SWALE.
9. BOTH 26TH STREET AND G STREET ARE SERVED BY 90 WATT LPS STREET LIGHTS.
10. THE APPLE TREES AND 6" DECIDUOUS TREE WILL BE REMOVED.
II. MAXIMUM HEIGHT OF EXISTING RESIDENCE IS 171 ABOVE GROUND.
12. DUPLEX ROOF DRAINAGE WILL GO TO WEEP HOLES IN CURB.
13. ,EXISTING UNUSED CURB CUTS WILL BE REPLACED WITH FULL HEIGHT 5T ANDARD CURB
SECTION.
NO GRADING OR FILLING IS REQUIRED OTHER THAN TYPICAL FOUNDATION EXCAVATION.
DUPLEX TO BE SERVED BY EXISTING UNUSED SEWER LATERAL. APPROX. 30 WEST OF SE
PROPERTY CORNER.
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.-.-...........- SEWER SERVICE LINES
SWS STORM WATER PIPE
WWS WASTEWATER PIPE
W WATER LINE
ICr; STORM WATER CATCH BASIN
R/W PUBLIC STREET RIGHT-Of-WAY
e ROOf DOWN SPOUTS
@ WASTE WATER CLEAN OUT
@) UTILITY POLE
-$- UTILITY POLE WITH 90 WATT LPS STREET LIGHT
----<;; 0--- CHAIN LINK FENCE
---- 1 WOOD fENCE
lYJ WATER VAlVE
~ WATER METER
0 WEEP HOLE
8 MANHOLE
~ MAIL BOX
.-------...... PRIVATE EASEMENT
@> STREET TREES
(BONFIRE SUGAR MAPLE)
~.._.._.,-..- PROPOSED SEWER LATERAL
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~ F/LELEV
462.16
RIM ELEV=466.9
JOSEPH M. FERGUSON
PROFESSIONAL LAND SURVEYOR
2130 DAPHNE S'11<.EET
SPRINGFlliLD, OR 97477
(541) 747-4917
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_...._,.c-. SEWER SERVICE LINES
SWS STORM WATER PIPE
WWS WASTEWATER PIPE
W WATER LINE
~~- STORM WATER CATCH BASIN
R/W PUBLIC STREET RIGHT -OF-WAY
'" ROOF DOWN SPOUTS
@ WASTE WATER CLEAN OUT
@) UTILITY POLE
Q UTILITY POLE WITH 90 WATT LPS STREET LIGHT
--o--~.....~._...o---_._-" CHAIN LINK FENCE
--.- l *-----...' WOOD FENCE
fY1 WATER VALVE
~ WATER METER
Q WEEP HOLE
(0 MANHOLE
[~ MAIL BOX
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OVERHEAD PHONE, POWER
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F/L ELEV ? ::r::,v 9N5 .. ~C::CRETE___ -;;- RI=: 1= I 9N5 ~/t6~~i~~\)
463.74
RIM ELEV=468.1 _" W RIM ELEV=467.6.....
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S -- ASS_SS"=\-
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G:O=:- & =_ ZA3:T - COSS=~
- AX _0- 7 -03-36- _0- #9800
S --: A))~:SS: 2660 G S-~::-, S)~ ~G: :_) O~
JA \JA ~Y, 2009
\ OT :s:
I. THERE ARE NO WATERCOURSES, RIPARIAN AREAS, OR WETLANDS
ON OR ADJACENT TO THIS PROPERTY.
2 THERE ARE NO FLOODWA YS OR 100- YEAR FLOODPLAINS ON OR ADJACENT
TO THIS PROPERTY.
3. THIS PROPERTY LIES APPROXIMATELY HALFWAY BETWEEN THE 5-YEAR AND
10-YEAR TIME OF TRAVEL LINES ON THE WELLHEAD PROTECTION AREAS MAP.
4. THERE ARE NO SIGNIFICANT PHYSICAL OR NATURAL FEATURES ON THE
PROPERTY.
5. THE THREE APPLE TREES AND 6" DECIDUOUS TREE WILL BE REMOVED WITH
THE DEVELOPMENT OF PARCEL ONE.
6. THE PROPERTY IS ENTIRELY WITHIN SOIL TYPE 32 (COBURG URBAN LAND
COMPLEX) AS MAPPED IN THE NRCS IIS0lL SURVEY OF LANE COUNTY. II
7. ELEVATIONS BASED ON CITY BENCHMARK: 467.31 CHISELED SQUARE ON TOP OF
CURB @ SW CORNER 26TH (SOUTHBOUND) AND G STREETS.
8. PROPERTY IS SUBJECT TO UTILITY EASMENTS RECORDED JULY 23TH, 1941 NO.
99579 AND DECEMBER 9, 1948 NO. 82137 WHICH CONTAIN NO SPECIFIC
LOCATIONS.
9. EXISTING GRAVEL PARKING TO BE REPLACED WITH 18X20 FOOT DRIVEWAY.
10. NO GRADING OR FILLING WILL BE REQUIRED WITH THIS PARTITION OTHER THAN
TYPICAL FOUNDATION EXCAVATION.
/'
REGISTERED "'
PROFESSIONAL
LA~D S~RVEY~R .
\ -'"
,
..-- ~
"
RENEWALDATE1V31m9
JOSEPH M. FERGUSON
PROFESSIONAL LAND SURVEYOR
2130 DAPHNE S"11ffiET
SPRINGFlliLD, OR 97477
(541) 747-4917
:: l k- ~pt/'
;5u~wcA-OOCO~
~
G~tr ~()5S€Hl
Date Received:
JAN - 8 2009
Original Submittal