HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/10/2019x X CHAIN LINK FENCE LINE
17-02-33-42
33.0,t 67.0't
TL. No.. 2902
—S 49'4TW E �100.0` EXISTING EXTRUDED, CURB
CD
C�
E6-4 PROPOSED 5.0. C5 --- - - - - - - — EDGE GRAVEL PAVING
pqPRIVATE UTILITY m
EASEMEN'I* EX. WW EXISTING WASTEWATER: PIPE
E-4
EX. STM EXISTING STORMWATER PIPE
ul 17-02-33-42
TL. No. 1400
04
WASTEWATER MANHOLE,
50
STORMWATER MANHOLE
32.0' CLEANOUT
20 16.3'
28.0'
DRIVEWAY MEWAY
FIRE HYDRANT PAV. POWER POLE DRIVEWAY POWER POLE CARRYING
o No. 09012 OVERHEAD POWER
24.3'
lLLLrHUI4L 111=11
_0HP-
-k CURB INLET
O)iP-
r
dD POWER POLE STM MH
-)'W" POLE
No..:8.0665 RIM 508.20 WW MH FIRE HYDRANT
�rrrrrirrrrrrirl
ST —EX STM IM 508.07
0 NE
STM MH -7— WATER VALVE
RIM 506.99'
CON
J�—EXX� Ww— —EX WW —EX: W —EX WIN ---@—E)L WW -4 77 CRETE SURFACE
WW MH "A" STREET, "A" STREET
RIM 506.73
GRAVEL SURFACE
K
ENTERY TO
40.0'
20.0' PRIVATE ROAD ROAD
DRIVEWAY
25.0
low
REGISTERED
PROFESSIONAV")
�AND SU.RVFY/OR/
OREGON
SEPTEMBER 23. 1977
z 0; 7 THOMAS F. POAGE
1301
POAGE ENGINEERING & SURVEYING, INC.
EXPIRES: DECEMBER 31. 2018
P.O. BOX 2527 * EUGENE, OREGON 97402 • (541) 485-4505
JOB No. 4707,' DWN. BY XSG 4707TOPO.GXD, DATE* 5-19 Dam Received
ffIe. COI GJ JI M110210".'j,
0 fig! nal Sub ml ftal
. ........... ....... ___ ........ I ...... ............ ------- ....... 11 ................. ........................................ ...... ................. ........... ......... ... ... . ... .. ...
TENTATIVE PARTITION' PLAN.
sm.N
FOR
......
KATHY THOMAS
........
... . .........
. ..... ...
.... ..... . . ........
NW 1/4, SEC., 33 T 17 S, R 2 W W.M.
ASSESSORS MAP, No. 17-02-3.3-42 TL. 41300
SPRINGFIELD, OREGON
,
MAY 24, 2019
SCALE 1* 30'
"A"
8T.
PRIVATE
*As ST
ROAD
NOTES
1 7-02-33-42 17-02-33-42
ALL DIMENSIONS ARE APPROXIMATE.
TL. No. 900 TL No. 800 <
THERE ARE NO STREET TREE ON THE PROPERTY OR THERE NO
STREET TREES PROPOSED.N
89*45'34" W 124.7
EVICINITY
MA
THERE ARE NO EXISTING- OR PROPOSED TRANSIL'FACLITY-.
57.70:t X :
67.0't 41,
NOT
T.0 SCALE
THE ENTIRE SITE IS OUTSIDE THE 100 -YEAR FLOODPLAIN.
SEE ATTACHED MAP FOR TRAVEL TIMES TO PROTECT, THE -WELLHEAD.
PROPOSED
REPORT FOR SOIL INFORMATION..
'SETBACK
LOT LINE
17-02-33-42
LEGE D
SEE ATTACHED GEOTECHNICAL
q
b' TL. No. 2901
I TION.
THERE ARE NO PUBLIC �IMPROVEMNTS PROPOSED IN THE
PARCEL. I S�
PAP C�
PARCEL. 2
0
PROPERTY CORNER
,PARTI
ELEVATIONS. ARE BASED ON' CITY �OF SPRINGFIELD BENCH MARK
5302 SQ. FT. w
53 2 SC
PA HANI
P
6164 SQ. FT.
b
_W_
WATER MAIN
#79. LOCATED AT THE NORTHEAST CORNER OF 55TR AND
*9
73AJNHANDIE
14 T FT.
7314
NORTH STREET. ELEVATION 507.00.
co
OHP
OVERHEAD. POWER
ACCESS EASEMENT
C3
G
NATURAL GAS MAIN
10.01
5.0'
SETBACK
SETBACK
EXISTING STREET LIGHT
17-02"33-42,
Tf Na i'mi
x X CHAIN LINK FENCE LINE
17-02-33-42
33.0,t 67.0't
TL. No.. 2902
—S 49'4TW E �100.0` EXISTING EXTRUDED, CURB
CD
C�
E6-4 PROPOSED 5.0. C5 --- - - - - - - — EDGE GRAVEL PAVING
pqPRIVATE UTILITY m
EASEMEN'I* EX. WW EXISTING WASTEWATER: PIPE
E-4
EX. STM EXISTING STORMWATER PIPE
ul 17-02-33-42
TL. No. 1400
04
WASTEWATER MANHOLE,
50
STORMWATER MANHOLE
32.0' CLEANOUT
20 16.3'
28.0'
DRIVEWAY MEWAY
FIRE HYDRANT PAV. POWER POLE DRIVEWAY POWER POLE CARRYING
o No. 09012 OVERHEAD POWER
24.3'
lLLLrHUI4L 111=11
_0HP-
-k CURB INLET
O)iP-
r
dD POWER POLE STM MH
-)'W" POLE
No..:8.0665 RIM 508.20 WW MH FIRE HYDRANT
�rrrrrirrrrrrirl
ST —EX STM IM 508.07
0 NE
STM MH -7— WATER VALVE
RIM 506.99'
CON
J�—EXX� Ww— —EX WW —EX: W —EX WIN ---@—E)L WW -4 77 CRETE SURFACE
WW MH "A" STREET, "A" STREET
RIM 506.73
GRAVEL SURFACE
K
ENTERY TO
40.0'
20.0' PRIVATE ROAD ROAD
DRIVEWAY
25.0
low
REGISTERED
PROFESSIONAV")
�AND SU.RVFY/OR/
OREGON
SEPTEMBER 23. 1977
z 0; 7 THOMAS F. POAGE
1301
POAGE ENGINEERING & SURVEYING, INC.
EXPIRES: DECEMBER 31. 2018
P.O. BOX 2527 * EUGENE, OREGON 97402 • (541) 485-4505
JOB No. 4707,' DWN. BY XSG 4707TOPO.GXD, DATE* 5-19 Dam Received
ffIe. COI GJ JI M110210".'j,
0 fig! nal Sub ml ftal
. ........... ....... ___ ........ I ...... ............ ------- ....... 11 ................. ........................................ ...... ................. ........... ......... ... ... . ... .. ...