HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/30/2022LEGEND
CURVE J
LENGTH
CONTOUR LINE
DELTA
CURB
EM ®® BW
SOIL MAPPING DELINEATION
7777 777( 777
RECORDED PLAT BOUNDARY
t•—
GRAVEL
o
I
CAMELLIA
CONCRETE
i�
EDGE OF PAVEMENT
FENCE
" "
STREET LIGHT
T
WATER LINE
bFl
WATER VALVE
N y
SANITARY LINE
SANITARY MANHOLE
----{E}G-
GAS LINE
----{F}SD
STORMWATER LINE
so
STORMWATER. MANHOLE
[01
STORMWATER CURB INLET
(e?` COMMUNICATION LINE
LOW VOLTAGE VAULT
TELEPHONE RISER
—'-fF.)cpo OVERHEAD WIRES
----(e}t:--- UNDERGROUND ELECTRIC LINE
BUSHES OR SHRUBS
s I,
EVERGREEN TREE
DECIDUOUS TREE
EVERGREEN TREE
fl� TO BE REMOVED
6�
DECIDUOUS TREE
+ TO BE REMOVED
t1- 4goo
■
s WIRE FENCE
WIRE FENCE —
q3C 0 iL r'pp0
91 S89 -57'13 "E 3.
I-- 20.
® CURB INLET 1
®
RIM. 705.93
8" FL OUT(S):703.93
01
8" FL OUT(NW):701.55
(5):701.7Itt%Y
8" FL I 2
S
'END' AND 'NO PARKINGSIGN ■
TO BE REMOVED
I
HIL, SD MH 1 —
SOUTH RIM:706.99
8" FL OUT(NW).701.76
8" FL IN(S):701.80
St• T 8" FL IN(N).701.80
*u } a �I
Y
I
copyright C 2012 Branch Engi nee ring, l nc
TALL METAL HALIDE
HIGH PRESSURE
IIUM STREET LIGHT
WIRE FENCE
OWNER Bc APPLICANT:
836 S 70TH, LLC
939 RIVERSTONE LANE
SPRINGFIELD, OREGON 97477
CURVE TABLE
CURVE J
LENGTH
RADIUS
DELTA
CHORD
Cl
119.3,514,122.59101-39'32-1
I
I�
NOI'40'57 E, 119.35
SITE INFORMATION:
ADDRESS:
TAX MAP: 18-02-02-23
TAX LOT. 4300
ZONING:
LOW DENSITY RESIDENTIAL (LDR)
HILLSIDE DEVELOPMENT (HD) OVERLAY DISTRICT
METRO PLAN DESIGNATION:
LOW DENSITY RESIDENTIAL
NOTES
1. NO WATER COURSES EXIST. WITHIN THE VICINITY OF THE SITE
2. THE SITE IS LOCATED ENTIRELY OUTSIDE ANY SPECIAL FLOOD HAZARD AREAS (SFHA) (SEE
FIRM MAP 41039CI 167F EFFECTIVE DATE JUNE 1, 1999)
3. THE SITE IS LOCATED ENTIRELY OUTSIDE THE 99 -YR TOT ZONE OF CONCENTRATION (SEE THE
CITY OF SPRINGFIELD WELLHEAD PROTECTION AREAS MAP)
4. BOUNDARY SHOWN HEREON WAS CALCULATED BY 808 HINES, PLS DURING THE PROPERTY
LINE ADJUSTMENT PROCESS
5. SOILS ON SITE
So, 52D - HAZELAIR SILTY CLAY LOAM
5.b. 127C - URBAN LAND-HAZELAIR-DIXONVILLE COMPLEX
6. 5' DEEP TEST PITS WERE DUG THROUGHOUT THE SITE AND NO BEDROCK LAYER WAS FOUND*
Z 5' DEEP TEST PITS WERE DUG THROUGHOUT THE SITE AND NO GROUNDWATER WAS FOUND-
-SEE -SEE THE ASSOCIATED GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS ISE N0C t1�
e',g g40
IL 4600 FWIRE FENCE
GRAPHIC SCALE
20 O 10 20 40
IN FEEL )
IL
WIRE FENCE F
X14 441,@� ,44� .� 6' WOOD
\ ----- , 6------------ =----S88'58'40"W
ssib
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20" -"1VFRG,Rci
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3' EVERORFE
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,., � TAX LOT 4300 / 4
{ \.
\\ r 1 76,693 SF (1.76 ACRES)
1a, � \
` \ __..698
025 -.598 2J°
700
\Y
GO�rc0�22D '- .. S8722'5 f E 87.58_ i
'-IT
-702 - _ is
2J
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4200
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CAMELLIA
ST
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MH 3
ISD
RIM -672.32
,,36 FL OUT(N):663.69
Z
36" FL IN(S):663.72
4>
36" FL IN(E):664.09—
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�'30' TALL METAL HAL
\
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B"';1FOR HIGH PRESSURE
1
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V FL=688.03
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WIRE FENCE TO BE REMOVED
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10' GATE TO BE REMOVED
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10" FL lN(S):696.73
6"
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RIM:693.94
36" FL OUT(N):687.59
36" FL IN(S):687.80
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civil • transportation
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SURVEYING
310 Sth Street
Springfield OR 97477
p'. 541 746 0637
___._ .._...
www.BranchEngineering.com
REGISTERED
PROFESSIONAL
LAND SURVEYOR
DIGITALLY SIGNED
OREGON
NOVEMBER 30. 2007
RENEE CLOUGH
6916215
EXPIRES; December 30, 2023
project title:
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310 Sth Street
Springfield OR 97477
p'. 541 746 0637
___._ .._...
www.BranchEngineering.com
REGISTERED
PROFESSIONAL
LAND SURVEYOR
DIGITALLY SIGNED
OREGON
NOVEMBER 30. 2007
RENEE CLOUGH
6916215
EXPIRES; December 30, 2023
project title:
��RED PROF
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civil • transportation
structural • geotechnical
SURVEYING
310 Sth Street
Springfield OR 97477
p'. 541 746 0637
___._ .._...
www.BranchEngineering.com
REGISTERED
PROFESSIONAL
LAND SURVEYOR
DIGITALLY SIGNED
OREGON
NOVEMBER 30. 2007
RENEE CLOUGH
6916215
EXPIRES; December 30, 2023
project title:
��RED PROF
w`'�$�GIN� Fs
69'.62PE
DIGITALLY SIGNED
OREGON
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EXPINFS: DECEMBER 30, 2023
revisions:
date: JUNE 30, 2022
drawn by: AWMS
designer RC
project no: 21-287
TENTATIVE
SUBDIVISION
EXISTING
CONDITIONS
sheet: 1
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revisions:
date: JUNE 30, 2022
drawn by: AWMS
designer RC
project no: 21-287
TENTATIVE
SUBDIVISION
EXISTING
CONDITIONS
sheet: 1
■
PROPOSED EXISTING
CONTOUR LINE �, 355'- CONTOUR LINE
CONCRETE CURB
RECORDED PLAT BOUNDARY
CURB _
r- T GRAVEL �_ J GRAVEL
EDGE OF PAVEMENT C CONCRETE
-- FENCE EDGE OF PAVEMENT
All "NO PARKING" SIGN, FENCE
UNLESS NOTED OTHERWISE
+-- STREET LIGHT STREET LIGHT
-5D- STORMWATER LINE -""'1-)v WATER LINE
SD STORMWATER MANHOLE D"0 WATER VALVE
® STORMWATER CURB INLET-(r)m- SANITARY LINE
SANITARY LINE V SANITARY MANHOLE
SANITARY MANHOLE -(E)G GAS LINE
ESD
. � SANITARY CLEANOUT -- () STORMWATER LINE
-w- WATER LINE SD STORMWATER MANHOLE
p� \-7= � WATER VALVE ® STORMWATER CURB INLET
D /lA VISION CLEARANCE TRIANGLE
�/ STREET TREE
Flc1 ft�m°to
L 4900
WIRE
WIRE FENCE -
50p0
TI,
S89'57'13 E J.
20.IX
CURB INLET I -
RIM:705.93
8" FL 0UF(S):703.93 j
\TFJ. WW MH I 47
RIM:706.30 iE
8" FL OUT(NW):701.55
8" FL IN(S):701.72 c,
/Q
i L`w �?
32.3'-
' 714
30' TALL METAL HALIDE
OR HIGH. PRESSURE
`SODIUM STREET LIGHT
2012 Branch Engineering, Inc
tl� 4100
1]:idl�a
---(r)T--- COMMUNICATION LINE
ry LOW VOLTAGE VAULT
AULI
® TELEPHONE RISER
--(C0HeT---- OVERHEAD WIRES
--;v)E---- UNDERGROUND ELECTRIC LINE
BUSHES OR SHRUBS
EVERGREEN TREE
?' DECIDUOUS TREE
EVERGREEN TREE
TO BE REMOVED
DECIDUOUS TREE
TO BE REMOVED
CUTIFILL
CUT.: 1220 CUBIC YARDS
FILL: 190. CUBIC YARDS
NOTES
L THE UTILITIES SHOWN HEREON ARE COMPILED FROM ACOMBINATION OF FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT
DRAWINGS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OR DEPTH OF UNDERGROUND LINES.
2. THE QUANTITY OF THE STREET TREES WILL BE DEFERMINED DURING THE CONSTRUCTION PERMITTING PROCESS, AND THE LOCATION
AND SPECIES OF THE STREET TREES WILL BE DETERMINED DURING THE DWELLING CONSTRUCTION PERMITTING PROCESS.
J. THE PROPOSED STREET LIGHTS SHOWN HEREON ARE CONCEPTUAL. DETAILS SUCH AS LOCATION AND HEIGHT WILL BE DETERMINED
DURING THE CONSTRUCTION PERMITTING PROCESS.
4. LOCATIONS AND FACILITIES FOR FRANCHISE UTILITIES, INCLUDING BUT NOT LIMITED TO WATER, ELECTRIC, TV AND TELEPHONE, WILL
BE DETERMINED BY THE UTILITIES DURING THE PIP CONSTRUCTION PERMITTING PROCESS.
5. THE SANITARY SYSTEMS FOR LOTS 5, 6, 7 AND 8 MAY NEED TO BE PUMPED.
6. A MINOR VARIANCE TO LOT SIZE IS REQUESTED. AS PART OF THIS APPLICATION. A MINIMUM LOT SIZE IN THE HILLSIDE DEVELOPMENT
OVERLAY ZONE FOR THE CONDITIONS SHOWN HEREIN IS 10,000 SQ. FT. THE VARIANCE REQUESTS THAT THE LOT SIZE BE REDUCED
TO A MINIMUM OF 7,300 SQ. FT. THE SITE IS LESS THAN 15% AVERAGE SLOPE SO THE MINIMUM LOT SIZE WOULD BE 5,000 SQ.
FT. IF THE SITE WAS 25 FEET (AVERAGE) LOWER ELEVATION. REFER TO WRITTEN STATEMENT FOR ADDITIONAL DISCUSSION.
7. EACH LOT WILL BE RESPONSIBLE FOR SETTING UP AN INDIVIDUAL MAIL BOX.
8. FIRE HYDRANTS - THERE ARE THREE (3) FIRE HYDRANTS LOCATED WITHIN 600 -FEET OF THE PROPERTY BOUNDARY AS INDICATED.
THERE IS NO LOCATION WITHIN THE PROPERTY BOUNDARY THAT IS OUTSIDE OF 600 -FEET FROM ONE OF THESE HYDRANTS.
9. PER SOC 5.19-110(B)(4), ANY TREE SHOWN FOR REMOVAL HAS MORE THAN 30X OF ITS CRITICAL ROOT ZONE WITHIN THE
PROPOSED BUILDING ENVELOPES OR ROADWAY EXTENSION. REMOVAL OF THE TREES DESIGNATED HEREON FOR REMOVAL SHALL NOT
REQUIRE A TREE FELLING PERMIT FOR REMOVAL. REMOVAL OF ANY TREE(S) NOT DESIGNATED HEREON FOR REMOVAL SHALL REQUIRE
A TREE FELLING PERMIT.
10. ALL DRIVEWAY LOCATIONS ARE CONCEPTUAL, THE DRIVEWAY FOR LOT 8 MUST BE ALONG THE S 69TH PLACE FRONTAGE, AND MUST
BE LOCATED OUTSIDE OF 30-FEEF FROM THE INTERSECTION.
11. SIDEWALKS IN FRONT OF INDIVIDUAL LOTS TO BE INSTALLED AT THE TIME OF HOME CONSTRUCTION.
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tl- 48 WIRE FENCE
- WIRE FENCE L' 4Yk
c 7 �
.-------------N89'29'30"W 21200----------
< E
0
4 �
6' WOOD
k
6.86
A 1 CUllOL15
CURB IN
\ C ?^' A _ E 1'al ,! 1.�+ �� R1M:6
�y� v12 FLOUT(E):6
DING _
I OK,. FO,, APPROXIMATE BUILDING ENVELOPES `pa+
8" EVERGREEN / ICG, --- 8.9 OGS EACH IS 2,000 SF LEAVING THE 6R0 l t A
i
y
•� S I o REMAINING BUILDABLE AREA FOR y. - I 4
- ed DRIVEWAYS, PATIOS, OR OUTBUILDINGS M - \ ` rY
„ 1$ N: 8 R C,, t. u,, LAT 6 -
/ 7,456 SF
(0.17 ACRES) - '.
tr"
EVERGREET' LOT 5 4 \ `� LOT 7 - --E9- . LOT 8 _
"-0' F'7ER:.Rc^€(0,172ACRES) 0,`06, \ j 7,447 SF o f`� i GLR \ 7,404 SF
_ `� (0.17 ACRES) I , ( 7 ACRES),
_ J
3.00' SLOPE EASEMENT
' IyL�Y Ee_FV -
F 7.00 PUE '-� � �` 10.00 P
l
10' EVEt`�rr E's ZOO' PUE AND SLOPE EASEMENT �- NT --3 _
s
CURB INLET 3 16.5- -----_ A- =`� �` h �. \ N48'19'387E 138 �'I
t l
RIM.697.98.. �. �_a� 10".84
10 FL OUT(S):693.71:.I n -_ ^o _
\
89.07 ti 4`- - r/-' N8T22'S1V/ 211.48 a -CURB INLET 5 ,•
CM
\
CURB INLET 2
\ ~ // r6s2.o0 0" ou s1ss4.os
b -
o 0RIM. 701.32 � � SD D--'-sp---� CURB INLET 4
2 o h,q 25 D---s0-G1696.10 p-_sD--
12" FL DO -(E):697.30 j TC:69931 - SD MH 4 - - 1 ''°-RIM:693.98--� o---5
GL:698.81� RIM: 697.64 -ya TC69712 -10" FL OUT(S):688.66 � - 8.6% D-"D--so----sD--� sD----so--�s Tc6e7
-12" FL DUT(E):693.48, GL 696.62 s S" 69th PI,. - Kc WW MH 4 GL -681
/ 12" FL IN(W):693.58 y_,4�, -_ 1 RIM:68Z48 z '
C 5 TC:699.70 10" FL IN(N):693.58 - -*W -w 10" FL OUT(N):682 92 • Ii
/ GL69920 WW MH 3 8" FL IN(W):683. 12W
LOT Ao10" FL IN(S):682.92
FL OUT(E):689.47- - "- W W N8T22'S1V✓ 134.78 W aq, L:692,33 1.00' RESERVE STRIP
.a WW CO 1�1 �8" FL IN(W):fi_89.57._--' __,_ = = 6250E _ .W �=. ry .. W .. GC68
�R�M900.82-
8 FL OUT(E):690.82,, '� /' "`--W
A sz so-
� � £ - / � � - ---_. 11'2251-E 87.58 -�_
~^ L:70200 / / C6 7.00' PUE AND SLOPE EASEMENT '^- -y_ -2-FOOT RETAINING WALL. -Y,_.
- - --- - _
/ - -> 5.00' SLOPE EASEMENT
• O� / .- r- - - - N -- " -%O,p_ 10.00' SLOPE EASEMENT -j -v 1 ' y -
i TC:702.88 1200' TEMPO
-� RARY
GL:702.38 -702 -~
/ CONSTRUCTION EASEMENT -y\ \ 2 a
m . i LOT 3 1 I _ I 10.00' SLOPE EASEMENT a96, \moo
-�k 7,569 SF Lor 2 -- LOT 7
(0.17 ACRES) 7,513 SF I . -„ 7,342 SF
i (0.17 ACRES) (0.17 ACRES) I 4200 4'r
704 Z .z n
706.09
705.59 4P i w ro rd'.c. •`.p f
�-,7.00' PUE
LOT 4
7,488 SF -...` -704'__
r g
(0.17 ACRES)
�l04vC%�
N \
n
/ a �
WW MIT �
10" FL OUT(N)-6RIM702.4596.30
c 9 / _ t �r"`, q - __ _ 10" FL IN(S):696.73 vs!, E.
/ 1 FL IN(W):696.95
K D!es 4' N rccroH_ -
102 36 -54.99 62.56 .62.56 r
tL 4102
n 0.104
0.50'
SO MH 3
RIM -672.32
36" FL OUT(N):663.69
36" FL IN(S):863.72
36" FL IN(E):664.09
12" FL IN(SW):665.72
CURVE TABLE
SO MH I
8"
R:706.99
FL OUT(NW)W):701J6 TC.;
HI
8" FL IN(S):701.80 GL;
8" FL IN(N):701.80
C7
119.35
4,122.59
01.3932"
i L`w �?
32.3'-
' 714
30' TALL METAL HALIDE
OR HIGH. PRESSURE
`SODIUM STREET LIGHT
2012 Branch Engineering, Inc
tl� 4100
1]:idl�a
---(r)T--- COMMUNICATION LINE
ry LOW VOLTAGE VAULT
AULI
® TELEPHONE RISER
--(C0HeT---- OVERHEAD WIRES
--;v)E---- UNDERGROUND ELECTRIC LINE
BUSHES OR SHRUBS
EVERGREEN TREE
?' DECIDUOUS TREE
EVERGREEN TREE
TO BE REMOVED
DECIDUOUS TREE
TO BE REMOVED
CUTIFILL
CUT.: 1220 CUBIC YARDS
FILL: 190. CUBIC YARDS
NOTES
L THE UTILITIES SHOWN HEREON ARE COMPILED FROM ACOMBINATION OF FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT
DRAWINGS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OR DEPTH OF UNDERGROUND LINES.
2. THE QUANTITY OF THE STREET TREES WILL BE DEFERMINED DURING THE CONSTRUCTION PERMITTING PROCESS, AND THE LOCATION
AND SPECIES OF THE STREET TREES WILL BE DETERMINED DURING THE DWELLING CONSTRUCTION PERMITTING PROCESS.
J. THE PROPOSED STREET LIGHTS SHOWN HEREON ARE CONCEPTUAL. DETAILS SUCH AS LOCATION AND HEIGHT WILL BE DETERMINED
DURING THE CONSTRUCTION PERMITTING PROCESS.
4. LOCATIONS AND FACILITIES FOR FRANCHISE UTILITIES, INCLUDING BUT NOT LIMITED TO WATER, ELECTRIC, TV AND TELEPHONE, WILL
BE DETERMINED BY THE UTILITIES DURING THE PIP CONSTRUCTION PERMITTING PROCESS.
5. THE SANITARY SYSTEMS FOR LOTS 5, 6, 7 AND 8 MAY NEED TO BE PUMPED.
6. A MINOR VARIANCE TO LOT SIZE IS REQUESTED. AS PART OF THIS APPLICATION. A MINIMUM LOT SIZE IN THE HILLSIDE DEVELOPMENT
OVERLAY ZONE FOR THE CONDITIONS SHOWN HEREIN IS 10,000 SQ. FT. THE VARIANCE REQUESTS THAT THE LOT SIZE BE REDUCED
TO A MINIMUM OF 7,300 SQ. FT. THE SITE IS LESS THAN 15% AVERAGE SLOPE SO THE MINIMUM LOT SIZE WOULD BE 5,000 SQ.
FT. IF THE SITE WAS 25 FEET (AVERAGE) LOWER ELEVATION. REFER TO WRITTEN STATEMENT FOR ADDITIONAL DISCUSSION.
7. EACH LOT WILL BE RESPONSIBLE FOR SETTING UP AN INDIVIDUAL MAIL BOX.
8. FIRE HYDRANTS - THERE ARE THREE (3) FIRE HYDRANTS LOCATED WITHIN 600 -FEET OF THE PROPERTY BOUNDARY AS INDICATED.
THERE IS NO LOCATION WITHIN THE PROPERTY BOUNDARY THAT IS OUTSIDE OF 600 -FEET FROM ONE OF THESE HYDRANTS.
9. PER SOC 5.19-110(B)(4), ANY TREE SHOWN FOR REMOVAL HAS MORE THAN 30X OF ITS CRITICAL ROOT ZONE WITHIN THE
PROPOSED BUILDING ENVELOPES OR ROADWAY EXTENSION. REMOVAL OF THE TREES DESIGNATED HEREON FOR REMOVAL SHALL NOT
REQUIRE A TREE FELLING PERMIT FOR REMOVAL. REMOVAL OF ANY TREE(S) NOT DESIGNATED HEREON FOR REMOVAL SHALL REQUIRE
A TREE FELLING PERMIT.
10. ALL DRIVEWAY LOCATIONS ARE CONCEPTUAL, THE DRIVEWAY FOR LOT 8 MUST BE ALONG THE S 69TH PLACE FRONTAGE, AND MUST
BE LOCATED OUTSIDE OF 30-FEEF FROM THE INTERSECTION.
11. SIDEWALKS IN FRONT OF INDIVIDUAL LOTS TO BE INSTALLED AT THE TIME OF HOME CONSTRUCTION.
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tl- 48 WIRE FENCE
- WIRE FENCE L' 4Yk
c 7 �
.-------------N89'29'30"W 21200----------
< E
0
4 �
6' WOOD
k
6.86
A 1 CUllOL15
CURB IN
\ C ?^' A _ E 1'al ,! 1.�+ �� R1M:6
�y� v12 FLOUT(E):6
DING _
I OK,. FO,, APPROXIMATE BUILDING ENVELOPES `pa+
8" EVERGREEN / ICG, --- 8.9 OGS EACH IS 2,000 SF LEAVING THE 6R0 l t A
i
y
•� S I o REMAINING BUILDABLE AREA FOR y. - I 4
- ed DRIVEWAYS, PATIOS, OR OUTBUILDINGS M - \ ` rY
„ 1$ N: 8 R C,, t. u,, LAT 6 -
/ 7,456 SF
(0.17 ACRES) - '.
tr"
EVERGREET' LOT 5 4 \ `� LOT 7 - --E9- . LOT 8 _
"-0' F'7ER:.Rc^€(0,172ACRES) 0,`06, \ j 7,447 SF o f`� i GLR \ 7,404 SF
_ `� (0.17 ACRES) I , ( 7 ACRES),
_ J
3.00' SLOPE EASEMENT
' IyL�Y Ee_FV -
F 7.00 PUE '-� � �` 10.00 P
l
10' EVEt`�rr E's ZOO' PUE AND SLOPE EASEMENT �- NT --3 _
s
CURB INLET 3 16.5- -----_ A- =`� �` h �. \ N48'19'387E 138 �'I
t l
RIM.697.98.. �. �_a� 10".84
10 FL OUT(S):693.71:.I n -_ ^o _
\
89.07 ti 4`- - r/-' N8T22'S1V/ 211.48 a -CURB INLET 5 ,•
CM
\
CURB INLET 2
\ ~ // r6s2.o0 0" ou s1ss4.os
b -
o 0RIM. 701.32 � � SD D--'-sp---� CURB INLET 4
2 o h,q 25 D---s0-G1696.10 p-_sD--
12" FL DO -(E):697.30 j TC:69931 - SD MH 4 - - 1 ''°-RIM:693.98--� o---5
GL:698.81� RIM: 697.64 -ya TC69712 -10" FL OUT(S):688.66 � - 8.6% D-"D--so----sD--� sD----so--�s Tc6e7
-12" FL DUT(E):693.48, GL 696.62 s S" 69th PI,. - Kc WW MH 4 GL -681
/ 12" FL IN(W):693.58 y_,4�, -_ 1 RIM:68Z48 z '
C 5 TC:699.70 10" FL IN(N):693.58 - -*W -w 10" FL OUT(N):682 92 • Ii
/ GL69920 WW MH 3 8" FL IN(W):683. 12W
LOT Ao10" FL IN(S):682.92
FL OUT(E):689.47- - "- W W N8T22'S1V✓ 134.78 W aq, L:692,33 1.00' RESERVE STRIP
.a WW CO 1�1 �8" FL IN(W):fi_89.57._--' __,_ = = 6250E _ .W �=. ry .. W .. GC68
�R�M900.82-
8 FL OUT(E):690.82,, '� /' "`--W
A sz so-
� � £ - / � � - ---_. 11'2251-E 87.58 -�_
~^ L:70200 / / C6 7.00' PUE AND SLOPE EASEMENT '^- -y_ -2-FOOT RETAINING WALL. -Y,_.
- - --- - _
/ - -> 5.00' SLOPE EASEMENT
• O� / .- r- - - - N -- " -%O,p_ 10.00' SLOPE EASEMENT -j -v 1 ' y -
i TC:702.88 1200' TEMPO
-� RARY
GL:702.38 -702 -~
/ CONSTRUCTION EASEMENT -y\ \ 2 a
m . i LOT 3 1 I _ I 10.00' SLOPE EASEMENT a96, \moo
-�k 7,569 SF Lor 2 -- LOT 7
(0.17 ACRES) 7,513 SF I . -„ 7,342 SF
i (0.17 ACRES) (0.17 ACRES) I 4200 4'r
704 Z .z n
706.09
705.59 4P i w ro rd'.c. •`.p f
�-,7.00' PUE
LOT 4
7,488 SF -...` -704'__
r g
(0.17 ACRES)
�l04vC%�
N \
n
/ a �
WW MIT �
10" FL OUT(N)-6RIM702.4596.30
c 9 / _ t �r"`, q - __ _ 10" FL IN(S):696.73 vs!, E.
/ 1 FL IN(W):696.95
K D!es 4' N rccroH_ -
102 36 -54.99 62.56 .62.56 r
tL 4102
n 0.104
0.50'
SO MH 3
RIM -672.32
36" FL OUT(N):663.69
36" FL IN(S):863.72
36" FL IN(E):664.09
12" FL IN(SW):665.72
CURVE TABLE
CURVE I
LENGTH
RADIUS
DELTA
CHORD
C7
119.35
4,122.59
01.3932"
NO1 "40'57E. 119.35
C2
49.64
4,122.59
00'4123"
NO2.09'1I "E, 49.64
C3
68.71
4,122.59
00'57'23"
NOI-19'5/"E, 58.72
C4
213.73
149.50
81'5436"
N51.39.51 E, 195.98
C5
135.45
149.50
51'5436"
N36'39'51 E, 130.86
C6
78.28
149.50
30'00'00"
N77 -37.09"E, 77.39
C7
176,34
190.50
53'02'18"
N66.06'00 E, 170.12
C8
103.05
190.50
30'59'42"
N55'04'42"E, 101.80
C9
73,29
190.50
22'0236"
N81'35'51 "E, 72.84
GRAPHIC SCALE
20 O 10 20 40
IN FEET)
_ I
-575 e COW*
-SD MH6 RIM 675 98,0
12 FL OUT(NE) 671.98 1L
-12 FL IN(S) 672 18
-U'12 FL IN(N):672.18
-s62
tr
1
09Y 011 -
yl
r
&c
/ SD MH 5
/RIM686.67
,12 FL OUT(N):582.52
112 FL IN(W):682.72
12 FL W(S)-682,72-
AND STREET SIGN
17.9' ---:q ' '
DITCH INLET 1
RIM:690.45
12" FL OUT(N)&
IL 1100
SO MH 2
f� IRIM:693.94
36" R OUT(N):68Z59
36" FL IN(S):68Z80
41.00,
0.1510' 0.150'
1 - � 4.50 �-I r- 20.I 0' �-I t 4.50 _ 1.5X
CE
TYPICAL ROAD CROSS-SECTION (A -A)
(NOT TO SCALE)
B anch
ENGINEERING=
Since 1977
civil " transportation
structural " geotechnical
�.SU RV E Y I NG
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www. Bran ch Eng ineering. cgm
REGISTERED
PROFESSIONAL
LAND SURVEYOR
DIGITALLY SIGNED
OREGON
NOVEMBER 30. 2007
RENEE CLOUGH
69162LS
EXPIRES- December 30. 2023
project title:
��RED PROFFS
GIN*
� �#69162PE
DIGITALLY SIGNED
OREGON
o`
Y
FE
EXPIRES: DECEMBER 30, 2023
revisions:
date: JUNE 30, 2022
drawn by: AWMS
designer: RC
o: 21-287
project nTENTATIVE
SUBDIVISION
SITE PLAN
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revisions:
date: JUNE 30, 2022
drawn by: AWMS
designer: RC
o: 21-287
project nTENTATIVE
SUBDIVISION
SITE PLAN
sheer