HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/16/2022EXISTING
DETENTION
POND
15" CULVERT
FL=472.65
15" CULVERT
FL=475.00
CI
RIM=478.65
12" IN (SE) FL=473.41
15" OUT (NW) FL=475.18
CM=478.58
12" IN (NW) FL=473.7,
12" OUT (SE) FL=473.
(F)SID __(E)5O
WW MH
RIM=478.53
\
O 12" (SW) 16.5
FL* 474.20 C
\^ \ 32.5 �y
-
i/ 12 (NE) FL=475.73 JJJ
/' PRIVATE \ L
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r
EASEMENT
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DIS AREA
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MATERIAL
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SIGN DO
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CLE4t OUT
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CU42.5
RIM={ 486.67, 4 LVERT
\ =478.71
E E \ W
L i 1 \ Z/
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CB
RIM=486.24�� \ \ CULVERT �
6" OUT (E) FL=484.66 `
j \
� �' � FL=477.62
\ S ING
\ BASIN S S�fn
m t 1 CLEANOUT
RIM=484.36 \ \ e
\ 10"
OUTFALL r
WW MH `\ ":� '�, FL=478.74
r RIM -484.25 (
€ t 8" IN (SE) FL=475.87 \ mNI
o E 8" IN (SW) FL=475.97 CB
O ' -
r 1 8" OUT (NW) FL=475.86 RIM=48282 1` \ a
i 10" IN (W) FL=481.05 \a-, 1�' 60.4 10- OUT
CB
_(ESD ) �_O RIM=487.06 FL=479.32N) `
w §
E SD -----__ (E)SD
CLEAN OUT? '
\ e,•
` RIM -488.1 CB \
f RIM=482.38„� DO NO UTILITY
p i 10" IN (S) FL=480.88 -- ``,.4Ly �ENTEg'� VAULTS �
"
10OUT (N) FL=480.68 S �` \ SIGN 1�
1 c
\
EFFLUENT EASEMENT-' '`^
�h
41
a1V N, \ a w
I
a 1 (20.00' ��•. �\ �',
f" PUE) \ �. � e '....,.11
09
(10.00' PRIVATE- -
STORM DRAINAGE
EASEMENT) \
\ f y
y
Qd
LEGEND (EXISTING
12" CULVERT
FL=475.00
RIM=482.48 t - ®,�,�(1 OO' PU`✓�c16. 1(TILITY
rn "� ` htV ® EASEMENT)®.<. „� C PFRF
6 0 10" OUT (N) FL=480.78 0
97py�F��R�e
� `ap
0I 4B5 WW MH
RIM=483.24 \ 5 kl�p 0 1 -. -FL-481.02 )
�., m -�. 10" OUT E t
CB 1 G ;,7a�
(10.00' PUBLIC *ILITI` 8" IN (E) FL=477.31
RIM=486.60 t -( 1c ` _ E)q�kwAFNT) ` 8" OUT (W) FL=477.16 i w ' 8» y
10.00' ` /
10" OUT (N) } PUE)Al
) d.d ' , -- \ "... _ '"•a c.
FL=484.86 i �_ °
X�-WT-EWA
CB °
RIM 48465 R �,4SEE;MidEANT€T ® Y /II
K):2
-482.77',10" IN (S) FL)
" 1
I 10" OUT (N) FL 482.75
CLEAN OUT
RIM=485.17
0.00' P.U.E.)
LEGEND (PROPOSED
PROPERTY LINE
CONCRETE CURB
STRUCTURES
EDGE OF GRAVEL
cmc
EDGE OF ASPHALT
- -
SWALE TOP OF BANK
- - - -
SWALE BOTTOM
WASTEWATER LINE
FENCE
aF
�-
STORM LINE
WW m - •
WASTEWATER LINE
;11
OVERHEAD ELECTRIC WIRE
-- 485
CONTOUR
a - ---
EASEMENTS
CATCH BASIN
0
STORM DR41N
®
WASTEWATER MANHOLE
-/-
UTILITY POLE
-Ln'
c J
EXISTING STREET TREE
S,
EXISTING STREETLIGHT
M
EXISTING POWER VAULT
EXISTING BUILDING
EXISTING GRAVEL AREA
EXISTING CONCRETE AREA
0
LI
WETLAND EASEMENT AREA
O
j
ACCESS EASEMENT AREA
^
w
a
BIDSWALE
12" CULVERT
FL=475.00
RIM=482.48 t - ®,�,�(1 OO' PU`✓�c16. 1(TILITY
rn "� ` htV ® EASEMENT)®.<. „� C PFRF
6 0 10" OUT (N) FL=480.78 0
97py�F��R�e
� `ap
0I 4B5 WW MH
RIM=483.24 \ 5 kl�p 0 1 -. -FL-481.02 )
�., m -�. 10" OUT E t
CB 1 G ;,7a�
(10.00' PUBLIC *ILITI` 8" IN (E) FL=477.31
RIM=486.60 t -( 1c ` _ E)q�kwAFNT) ` 8" OUT (W) FL=477.16 i w ' 8» y
10.00' ` /
10" OUT (N) } PUE)Al
) d.d ' , -- \ "... _ '"•a c.
FL=484.86 i �_ °
X�-WT-EWA
CB °
RIM 48465 R �,4SEE;MidEANT€T ® Y /II
K):2
-482.77',10" IN (S) FL)
" 1
I 10" OUT (N) FL 482.75
CLEAN OUT
RIM=485.17
0.00' P.U.E.)
LEGEND (PROPOSED
1V
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
EXISTING
BIDSWALE
\\ /- FL CULVERT
\.� \ FL=478.00
od Nor
ENTER
SIGN \! \
/
�- � ��'"'"•� PRIVATE
ACCESS
EASEMENT
20 PRIVATE DRAINAGE z�-
u '- r EASEMENT
=48y3:75-....,�-"�.. ,.,_ .� '`ws 10' PVT. STORM
" FL=479.20\ ti ` DRAINAGE EASEMENT
P.U.E. 11 s `` - _
-- -�J (20.00' P.U.E) � � ' � - - � ~ � - � - " ' C>ntS2
8" IN (SE) FL=479.27
8" OUT (W) FL=479.14 �'' \ \ `
m_
3& ranch
E'N0GINEERING
Since 1977
civil • transportation
structural • geotechnical
SURVEYING v
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www. Branch Engineering.com
PREUMINARY
NOT FOR CONSTRUCTION
AC PAVING
CONCRETE PAVING
STRUCTURES
U
JOINT UTILITY TRENCH
��-�-�-
WATER LINE
ELECTRIC LINE
-ft
WASTEWATER LINE
485
CONTOUR
�-
TRAFFIC FLOW DIRECTION
PROPOSED STREET TREE
mo
CONCRETE TRAFFIC RATED
UTILITY VAULTS
1V
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
EXISTING
BIDSWALE
\\ /- FL CULVERT
\.� \ FL=478.00
od Nor
ENTER
SIGN \! \
/
�- � ��'"'"•� PRIVATE
ACCESS
EASEMENT
20 PRIVATE DRAINAGE z�-
u '- r EASEMENT
=48y3:75-....,�-"�.. ,.,_ .� '`ws 10' PVT. STORM
" FL=479.20\ ti ` DRAINAGE EASEMENT
P.U.E. 11 s `` - _
-- -�J (20.00' P.U.E) � � ' � - - � ~ � - � - " ' C>ntS2
8" IN (SE) FL=479.27
8" OUT (W) FL=479.14 �'' \ \ `
m_
3& ranch
E'N0GINEERING
Since 1977
civil • transportation
structural • geotechnical
SURVEYING v
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www. Branch Engineering.com
PREUMINARY
NOT FOR CONSTRUCTION
FEBRUARY 25, 2022
CM
CM
13-256
SITE PLAN
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FEBRUARY 25, 2022
CM
CM
13-256
SITE PLAN