HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/10/2020ADJUSTED TAX LOT 1800 PARTITION PLANS
VICINITY MAP
1 "=2000'
SITE MAP
1 "=250'
LAND USE PLANNING /
CIVIL ENGINEERING /
SURVEYING/LANDSCAPE
ARCHITECTURE:
AKS ENGINEERING & FORESTRY, LLC
CONTACT: CHRIS GOODELL
12965 SW HERMAN ROAD, SUITE 100
TUALATIN, OR 97062
PH: 503-563-6151
FAX: 503-563-6152
PROJECT PURPOSE:
PARTITION OF ADJUSTED TAX LOT 1800
OWNER / APPLICANT:
MARCOLA MEADOWS NEIGHBORHOOD, LLC
9550 SE CLACKAMAS ROAD
CLACKAMAS, OR 97015
PROPERTY DESCRIPTION:
TAX LOT 1800
LANE COUNTY TAX MAP 17.02.30
HORIZONTAL DATUM:
A LOCAL DATUM PLANE SCALED FROM
OREGON STATE PLANE SOUTH 3602
NAD83(2011) EPOCH 2010.0000. THE STATE
PLANE COORDINATES WERE DERIVED FROM
THE TRIMBLE VRS NOW NETWORK
EXISTING LAND USE:
VACANT, UNDEVELOPED LAND
PROJECT LOCATION:
SPRINGFIELD OREGON, NORTH OF MARCOLA
ROAD AND WEST OF 31ST STREET
SHEET INDEX
PO
-00
COVER SHEET
FIBER OPTIC UNE —
PO
-01
OVERALL
EXISTING CONDITIONS PLAN
PO
-02
EXISTING
CONDITIONS
PLAN
PO
-03
EXISTING
CONDITIONS
PLAN
PO -04
EXISTING
CONDITIONS
PLAN
PO
-05
EXISTING
CONDITIONS
PLAN
PO
-06
EXISTING
CONDITIONS
PLAN
PO
-07
EXISTING
CONDITIONS
PLAN
PO -08 EXISTING CONDITIONS PLAN
PO -09 PRELIMINARY PARTITION PLAT
PO -10 PRELIMINARY AERIAL PHOTOGRAPH PLAN
PO -11 CONCEPTUAL FUTURE DEVELOPMENT PLAN
EXISTING
RIGHT-OF-WAY LINE
BOUNDARY LINE
PROPERTY LINE
CENTERLINE - - - -
DITCH - ----> -
CURB
EDGE OF PAVEMENT ----------------------------
EASEMENT
FENCE LINE .xx . xu
GRAVEL EDGE..................................................................................
POWER LINE - — — —— — — —-
OVERHEAD WIRE — — — oxw
COMMUNICATIONS LINE —
— — —— —
LEGEND
FIBER OPTIC UNE —
EXISTING
DECIDUOUS TREE
(D
STORM DRAIN CLEAN OUT
EXISTING
0
CHECKED BY:
STORM DRAIN LINE —
STORM DRAIN CATCH BASIN
13
CONIFEROUS TREE
— ——%w—
STORM DRAIN AREA DRAIN
[J
FIRE HYDRANT
R
STORM DRAIN MANHOLE
0
WATER BLOWOFF
P
GAS METER
13
WATER METER
o
GAS VALVE
O
WATER VALVE
GUY WARE ANCHOR
DOUBLE CHECK VALVE
®
UTILITY POLE
-0-
AIR RELEASE VALVE
AIR
>
POWER VAULT
SANITARY SEWER CLEAN OUT
0
POWER JUNCTION BOX
D
SANITARY SEWER MANHOLE
O
POWER PEDESTAL
SIGN
COMMUNICATIONS VAULT
STREET LIGHT
q
COMMUNICATIONS JUNCTION BOX
A
MAILBOX
COMMUNICATIONS RISER
0
EXISTING
RIGHT-OF-WAY LINE
BOUNDARY LINE
PROPERTY LINE
CENTERLINE - - - -
DITCH - ----> -
CURB
EDGE OF PAVEMENT ----------------------------
EASEMENT
FENCE LINE .xx . xu
GRAVEL EDGE..................................................................................
POWER LINE - — — —— — — —-
OVERHEAD WIRE — — — oxw
COMMUNICATIONS LINE —
— — —— —
— ——
FIBER OPTIC UNE —
— ——
LF
GAS LINE —
— ——as—
CHECKED BY:
STORM DRAIN LINE —
— ——
SANITARY SEWER LINE —
— ——%w—
WATER LINE —
— — —"T— —
— —T—
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JOB NUMBER:
7736
DATE:
04/08/2020
DESIGNED BY:
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SCALE: 1"=150 FEET
150 0 30 75 150
1. TICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO.
QE1625, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED
IN SPRINGFIELD, AT THE JUNCTION OF MAIN STREET AND 33RD
STREET, 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND
LANES OF MAIN STREET, 46.3 FT SOUTHWEST OF THE SOUTHWEST
CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT
EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE
CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE
NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD 88).
2. HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM
OREGON STATE PLANE SOUTH 3602 NAD83(2011) EPOCH
2010.0000. THE STATE PLANE COORDINATES WERE DERIVED FROM
THE TRIMBLE VRS NOW NETWORK.
3. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE
MARKINGS AS PROVIDED BY OTHERS, AND PROVIDED PER UTILITY
LOCATE TICKET NUMBERS 20017795, 20017797 AND 20017799. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA.
CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
4. THE TOPOGRAPHIC INFORMATION HEREON IS BASED ON AN EXISTING
CONDITIONS PLAN PREPARED BY MULTI -TECH ENGINEERING DATED
FEBRUARY 2019 AND MAPPED PER CAD FILES RECEIVED FROM SAID
FIRM ON JANUARY 7, 2020. ADDITIONAL SUPPLEMENTAL
TOPOGRAPHIC SURVEYING WAS PERFORMED BY AKS ENGINEERING &
FORESTRY, LLC IN FEBRUARY 2020.
5. THIS IS NOT A BOUNDARY SURVEY TO BE RECORDED WITH THE
COUNTY. BOUNDARIES MAY BE PRELIMINARY AND SHOULD BE
CONFIRMED 'NTH THE STAMPING SURVEYOR PRIOR TO RELYING ON
FOR DETAILED DESIGN OR CONSTRUCTION.
6. CONTOUR INTERVAL IS 1 FOOT.
7. TREES AS SHOWN ARE PER EXISTING CONDITIONS PLAN AND
ACCOMPANYING CAD FILES BY MULTI -TECH ENGINEERING DATED
FEBRUARY 2019 AND RENEWED ON JANUARY 17, 2020. TREE
DIAMETERS WERE NOT CONFIRMED BY AKS ENGINEERING &
FORESTRY. TREE INFORMATION IS SUBJECT TO CHANGE UPON
ARBORIST INSPECTION.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
1 ROAD ----
-- -------------
64'0714"
408.48'
WWm
'dr�v�°
N
SCALE: 1"=150 FEET
150 0 30 75 150
1. TICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO.
QE1625, ALSO BEING LANE COUNTY BENCHMARK NO. 158 LOCATED
IN SPRINGFIELD, AT THE JUNCTION OF MAIN STREET AND 33RD
STREET, 205.1 FT NORTH OF THE CENTERLINE OF THE WESTBOUND
LANES OF MAIN STREET, 46.3 FT SOUTHWEST OF THE SOUTHWEST
CORNER OF THE BURGES RESIDENCE AT 185 33RD STREET, 22.6 FT
EAST OF THE CENTER OF 33RD STREET, 19.7 FT SOUTH OF THE
CENTER OF A DRIVEWAY, AND 3.6 FT NORTH OF UTILITY POLE
NUMBER 135, WITH AN ELEVATION OF 478.11 FEET (NAVD 88).
2. HORIZONTAL DATUM: A LOCAL DATUM PLANE SCALED FROM
OREGON STATE PLANE SOUTH 3602 NAD83(2011) EPOCH
2010.0000. THE STATE PLANE COORDINATES WERE DERIVED FROM
THE TRIMBLE VRS NOW NETWORK.
3. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE
MARKINGS AS PROVIDED BY OTHERS, AND PROVIDED PER UTILITY
LOCATE TICKET NUMBERS 20017795, 20017797 AND 20017799. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA.
CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
4. THE TOPOGRAPHIC INFORMATION HEREON IS BASED ON AN EXISTING
CONDITIONS PLAN PREPARED BY MULTI -TECH ENGINEERING DATED
FEBRUARY 2019 AND MAPPED PER CAD FILES RECEIVED FROM SAID
FIRM ON JANUARY 7, 2020. ADDITIONAL SUPPLEMENTAL
TOPOGRAPHIC SURVEYING WAS PERFORMED BY AKS ENGINEERING &
FORESTRY, LLC IN FEBRUARY 2020.
5. THIS IS NOT A BOUNDARY SURVEY TO BE RECORDED WITH THE
COUNTY. BOUNDARIES MAY BE PRELIMINARY AND SHOULD BE
CONFIRMED 'NTH THE STAMPING SURVEYOR PRIOR TO RELYING ON
FOR DETAILED DESIGN OR CONSTRUCTION.
6. CONTOUR INTERVAL IS 1 FOOT.
7. TREES AS SHOWN ARE PER EXISTING CONDITIONS PLAN AND
ACCOMPANYING CAD FILES BY MULTI -TECH ENGINEERING DATED
FEBRUARY 2019 AND RENEWED ON JANUARY 17, 2020. TREE
DIAMETERS WERE NOT CONFIRMED BY AKS ENGINEERING &
FORESTRY. TREE INFORMATION IS SUBJECT TO CHANGE UPON
ARBORIST INSPECTION.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
365.00'
64'0714"
408.48'
S34101'32"W 387.49'
C2
490.00'
4311709°
368.76'
S4431'34°W 360.12'
C3
505.00
7.04'12"
62.32'
55.25'54°W 62.28'
C4
635.00'
16.49'28°
186.46'
S10.26'52"W 1&5.79'
C5
14.00'
8955'24"
21.97'
S4659'50'W 19.79'
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BATE: 04/08/2020
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TAX LOT 700
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TAX MAP 17.02.19CC
TAX LOT 900
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TAX LOT 1000 I TAX LOT 1100
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-WT- / \ IE IN: 462.87 (6"N
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IE OUT: 459.54 (8"S)
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IE BEND:
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TAX MAP 17.02.19CD
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RIM: 470.49
IE IN: 467.71 (1
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RIM: 470.80
JI IE IN: 458.81
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P III , g IE OUT: 454.:
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TAX LOT 6000
TAX MAP 17.02.30BA
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TAX LOT 5900
TAX MAP 17.02.30BA
GRAVEL
TREE TABLE
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TREE NUMBER
TYPE
DBH (IN.)
103286
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26
103287
CONIFEROUS
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103288
CONIFEROUS
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103289
CONIFEROUS
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JOB NUMBER:
7736
BATE:
04/06/2020
DESIGNED BY:
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CHECKED BY:
MAD
PO -03
SEE SHEET - 02 SEE SHEET - 02
EX SAN MH - - - - - -
/ \ RIM: 472.54
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TREE NUMBER
TYPE
DBH (IN.)
10315
DECIDUOUS
12
10316
DECIDUOUS
11
10317
DECIDUOUS
10
10318
DECIDUOUS
10
10319
DECIDUOUS
13
10320
DECIDUOUS
11
10321
DECIDUOUS
12
10322
DECIDUOUS
12
103102
CONIFEROUS
28
103103
DECIDUOUS
16
103104
DECIDUOUS
10
103105
DECIDUOUS
18
103106
DECIDUOUS
14
103107
DECIDUOUS
14
103108
DECIDUOUS
14
103109
DECIDUOUS
8
103110
DECIDUOUS
14
103111
DECIDUOUS
16
103112
DECIDUOUS
18
103113
DECIDUOUS
8
103114
DECIDUOUS
10
103115
DECIDUOUS
14
103116
DECIDUOUS
8
103117
DECIDUOUS
12
103118
DECIDUOUS
12
103119
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8
103120
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8
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10
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14
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CONIFEROUS
�,
I
2
I
F
o
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EX SAN MH
W
10
En
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SEE SHEET - 05
r �
\ / 7.00' SANITARY SEWtR
EASEMENT PEV
DOC. N0.P-11838
EX SAN MH
RIM: 467.87
II II IE IN: 458.08 (12°N)
IE OUT: 458.07 (12"S)
` 13.20' SANITARY SEWER
\ -EASEMENT PER REEL 1564
's �8p DOC. N0. 89-
e� � - 7 -7-J3.00' DRAINA(
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REtlaar_- I All I W
W I -1_ _ `_�_
Z T- _ ""T 1'470_&#YATER D I
OUTFALL - - -
= I n -�: 462.17 L _�A66- EX_SANMH _
o n i~ o cu"i z I I I OO a / O m O m III U y RIM: 468.81
n r O vai k' o z �' O vai 15.00'�1BLIC WATER
F F< p; oro N < rn I I P IE IN: 462.25 6"N
O� a O f a F o I I I Cn o z w n m Mi z o m ..i ! EASEMENT ER DOC. N0. ( )
J< m m 6 I ~ i o q o F m mi o IIII 'o I \I 2009-031683 \ IE IN: 462.04 (8°E) 1
I CONFIRMED TO BE LOWER THAN UTr 1
H k H rr r/
.< Xz �do� I I OJT �z_N O acoria¢ O! 9s
Hr XX IE OUT: 462.15 (8/°Wj,
I oNo I I Hrwdz H� 4 5
-- - - 111055 03576-1J7✓N68 035 103574 m \
23RD STREET I�O Re35s
I- - - - - - - _ 14.00' WATERLINE I I L ' 103573
EASEMENT PER REEL 1755
� \ INSTR. NO. 92-20133 I Ii I I
N
TAX LOT 10000 IQI i I I I °= TAX LOT 1800
\� TAX MAP 17.03.25AB I� i I I 10" PVC TAX MAP 17.03.25AC
\ EX STM MH
8.U' PUBLIC UTILITY --I--� a
I I EASEMENT PER PLAT I I �, RIM: 467.88
OF "NICOLE PARKI II II I IE IN: 463.53 (10"S)
ILIIIE IN: 463.35 (15"W)
Ir5I I I I IE OUT: 463.29 (15"E)
aEXII
AN MH
1 I M I
WI II I RIMS 467.52 _ - 6° P1
O I I I I I I IE OUT' (42"E)
454.90(42)W) EX SAN MH
m I III I RIM: 466.57
I j I IE IN: 461.19 (6"N)
- - -
15" PVC L _12° PVC _ IE IN: 460.97 (8"E)
-m IE IN: 460.54 (6"S)
I s
EX STM MH IE OUT: 460.49 (8"W)
RIM: 467.86
i I Iii I IE IN: 463.00 (12"W)
I I I IE IN: 462.93 (12"S)
IE IN: IE OUT: 46278 (15)E)
I II
TAX LOT 1700
TAX MAP 17.03.25AA
EX SAN MH
RIM: 468.36
IE IN: 458.74 (10"N)
IE OUT: 458.69 (12"S)
EASEMENT PER P
RIM: 465.36
Wo ,
1~20.00'
Pup LIC SANITARY
;o I IE OUT: 458.14 (60"W)
I
RIM: 465.82
IE IN: 459.28 (8"E)
O
SEWER EASEMENT PER
IE IN: 458.96 (8"W')
>
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Q
DOC, NO. 6 50778
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TAX LOT 2300
TAX LOT 4000
14
� ffgg
TAX MAP 17.03.25AA
CONIFEROUS
�,
I
AR�k -8.15 ACR ES3
i F
z
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EX SAN MH
IE OUT: 460.39 (24"E)
10
103578
RIM: 469.34
o
a
V
\ IE IN: 457.31 (12"N)
/ -I€ DLLTt 457.30 (12"S)
103580
DECIDUOUS
x
N
1468-
12
-468
T -Wil( 75"-�➢NG
OUTFALL
1-
- - -/ - -
- -469- �r
14
103584
DECIDUOUS
14
REtlaar_- I All I W
W I -1_ _ `_�_
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OUTFALL - - -
= I n -�: 462.17 L _�A66- EX_SANMH _
o n i~ o cu"i z I I I OO a / O m O m III U y RIM: 468.81
n r O vai k' o z �' O vai 15.00'�1BLIC WATER
F F< p; oro N < rn I I P IE IN: 462.25 6"N
O� a O f a F o I I I Cn o z w n m Mi z o m ..i ! EASEMENT ER DOC. N0. ( )
J< m m 6 I ~ i o q o F m mi o IIII 'o I \I 2009-031683 \ IE IN: 462.04 (8°E) 1
I CONFIRMED TO BE LOWER THAN UTr 1
H k H rr r/
.< Xz �do� I I OJT �z_N O acoria¢ O! 9s
Hr XX IE OUT: 462.15 (8/°Wj,
I oNo I I Hrwdz H� 4 5
-- - - 111055 03576-1J7✓N68 035 103574 m \
23RD STREET I�O Re35s
I- - - - - - - _ 14.00' WATERLINE I I L ' 103573
EASEMENT PER REEL 1755
� \ INSTR. NO. 92-20133 I Ii I I
N
TAX LOT 10000 IQI i I I I °= TAX LOT 1800
\� TAX MAP 17.03.25AB I� i I I 10" PVC TAX MAP 17.03.25AC
\ EX STM MH
8.U' PUBLIC UTILITY --I--� a
I I EASEMENT PER PLAT I I �, RIM: 467.88
OF "NICOLE PARKI II II I IE IN: 463.53 (10"S)
ILIIIE IN: 463.35 (15"W)
Ir5I I I I IE OUT: 463.29 (15"E)
aEXII
AN MH
1 I M I
WI II I RIMS 467.52 _ - 6° P1
O I I I I I I IE OUT' (42"E)
454.90(42)W) EX SAN MH
m I III I RIM: 466.57
I j I IE IN: 461.19 (6"N)
- - -
15" PVC L _12° PVC _ IE IN: 460.97 (8"E)
-m IE IN: 460.54 (6"S)
I s
EX STM MH IE OUT: 460.49 (8"W)
RIM: 467.86
i I Iii I IE IN: 463.00 (12"W)
I I I IE IN: 462.93 (12"S)
IE IN: IE OUT: 46278 (15)E)
I II
TAX LOT 1700
TAX MAP 17.03.25AA
EX SAN MH
RIM: 468.36
IE IN: 458.74 (10"N)
IE OUT: 458.69 (12"S)
m
mm
I
/ I EX STM Cl
RIM: 466.39
/ IE 1946139 (24°E)
' IE OUT: 4fy1.37 (24"W')
S P: 461.24
/EX 60" RCP
\ CULVERT
EX)4° CPP IP 450 4R_
-- ___��__EjN; 459.01 (60"N) 1-
�%i�� )/_lE W' 461.12 ,j24"ErI
//�1E OUT: 458.30 0'W)
`\--471 410 -gt1T IS APPROXIMATED DUCE
T16 DEBRIS IN BOTTOM OF MH
�- �- �10.00'`X-3f.00' SIGN EASEMENT, -
PER DOC. NO. 94-29763
fir-RTU-�T'LP�-- 20.00' PUBLIC WATE�-EASEMENT
�fr ------------kEfLDOC.J94.�7909 =03183 ,^r, �✓
558 \ EX
10357 • 103571 103556 _ 103557 C1 11 /
L� r__�14.00' SANITARY SEWER
EASEMENT PER REEL 1935
>I I INSTR. NO. 94-21981
a
III TAX LOT 1700
TAX MAP 17.03.25AC
II
III II
sµ 1 6" PVC
CONC WALL
I EX STM Cl
EASEMENT PER P
RIM: 465.36
Wo ,
EX SAN MH
AUSTIN PARK 1
;o I IE OUT: 458.14 (60"W)
I
RIM: 465.82
IE IN: 459.28 (8"E)
O
Z
MIj 1
IE IN: 458.96 (8"W')
>
0
IE
Q
IN: 458.86 (10"N)
J
I
IE OUT: 458.84 (10"S)
i
IE IN: 460.10 (24"W)
TAX LOT 4000
I
I
1
TAX MAP 17.03.25AB
m
mm
I
/ I EX STM Cl
RIM: 466.39
/ IE 1946139 (24°E)
' IE OUT: 4fy1.37 (24"W')
S P: 461.24
/EX 60" RCP
\ CULVERT
EX)4° CPP IP 450 4R_
-- ___��__EjN; 459.01 (60"N) 1-
�%i�� )/_lE W' 461.12 ,j24"ErI
//�1E OUT: 458.30 0'W)
`\--471 410 -gt1T IS APPROXIMATED DUCE
T16 DEBRIS IN BOTTOM OF MH
�- �- �10.00'`X-3f.00' SIGN EASEMENT, -
PER DOC. NO. 94-29763
fir-RTU-�T'LP�-- 20.00' PUBLIC WATE�-EASEMENT
�fr ------------kEfLDOC.J94.�7909 =03183 ,^r, �✓
558 \ EX
10357 • 103571 103556 _ 103557 C1 11 /
L� r__�14.00' SANITARY SEWER
EASEMENT PER REEL 1935
>I I INSTR. NO. 94-21981
a
III TAX LOT 1700
TAX MAP 17.03.25AC
II
III II
sµ 1 6" PVC
CONC WALL
I EX STM Cl
EASEMENT PER P
RIM: 465.36
Wo ,
a I IE IN: 458.20 (60"E) -
AUSTIN PARK 1
;o I IE OUT: 458.14 (60"W)
I
103557
COMM MANHOLE
10
I I (NO LOCATES)
Fa
i�J�
103571
EX STM MH
vUj
UW
F� vmi
Q 6
IE IN: 460.10 (24"W)
CD
IE IN: 459.94 (24"N) \
II
12
IE IN: 458.10 (60°E)
CONIFEROUS
IE OUT: 458.06 (60"S)
I
EX STM Cl I
i F
z
o
W_
H n
IE OUT: 460.39 (24"E)
10
103578
CONIFEROUS
o
a
V
x�
103580
DECIDUOUS
x
N
x
12
103582
DECIDUOUS
14
103563
DECIDUOUS
14
103584
DECIDUOUS
14
103585
DECIDUOUS
14
103648
DECIDUOUS
-
W
DECIDUOUS
8
103650
Uf
18
103651
DECIDUOUS
6
103652
DECIDUOUS
14
103653
DECIDUOUS
W
103654
DECIDUOUS
6
103655
DECIDUOUS
h o c6
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J
103657
CD
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m
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/ I EX STM Cl
RIM: 466.39
/ IE 1946139 (24°E)
' IE OUT: 4fy1.37 (24"W')
S P: 461.24
/EX 60" RCP
\ CULVERT
EX)4° CPP IP 450 4R_
-- ___��__EjN; 459.01 (60"N) 1-
�%i�� )/_lE W' 461.12 ,j24"ErI
//�1E OUT: 458.30 0'W)
`\--471 410 -gt1T IS APPROXIMATED DUCE
T16 DEBRIS IN BOTTOM OF MH
�- �- �10.00'`X-3f.00' SIGN EASEMENT, -
PER DOC. NO. 94-29763
fir-RTU-�T'LP�-- 20.00' PUBLIC WATE�-EASEMENT
�fr ------------kEfLDOC.J94.�7909 =03183 ,^r, �✓
558 \ EX
10357 • 103571 103556 _ 103557 C1 11 /
L� r__�14.00' SANITARY SEWER
EASEMENT PER REEL 1935
>I I INSTR. NO. 94-21981
a
III TAX LOT 1700
TAX MAP 17.03.25AC
II
III II
sµ 1 6" PVC
CONC WALL
I EX STM Cl
TREE NUMBER
RIM: 465.36
DBH (IN.)
a I IE IN: 458.20 (60"E) -
DECIDUOUS
;o I IE OUT: 458.14 (60"W)
I
103557
COMM MANHOLE
10
I I (NO LOCATES)
DECIDUOUS
EX DRAIN m
103571
EX STM MH
14
RIM: 464.77
DECIDUOUS
IE IN: 460.10 (24"W)
103573
IE IN: 459.94 (24"N) \
II
12
IE IN: 458.10 (60°E)
CONIFEROUS
IE OUT: 458.06 (60"S)
I
EX STM Cl I
II
RIM: 464.96
CONIFEROUS
IE IN: 460.52 (12"W)
I
IE OUT: 460.39 (24"E)
10
SEE SHEET - 07
I II
' I
TAX LOT 1000
I G� TAX MAP 17.03.25AD
CONIC WALL
GRAVEL
! , ._. DRIVEWAY
U TAX LOT 1100
TAX MAP 17.03.25AD
w o I Q
I I
I'
JII TAX LOT 1300
I TAX MAP 17.03.25AC
EX STM Cl
I RIM: 466.04
16 I IE OUT: 460.14 (36"W)
SUMP: 457.54
II II I TAX LOT 1200
TAX MAP 17.03.25AC
I CONCRETE
DRIVEWAY
FCHAIN
ENCE LINK
GRAVEL
IIII I DRIVEWAY
I I z
I I TAX LOT 1101
I y
I� TAX MAP 17.03.25AC
II I1I TAX LOT 1000
I TAX MAP 17.03.25AC
I I.
' EX STM Cl
RIM: 465.20
> 1,: IE IN: 459.41 (36"E)
IE OUT: 459.02 (36"W)
JOAVEL SUMP: 456.70
I DRIVEWAY
9 I 6 EX STM MH
'I CON RIM: 464.91
IE IN: 460.28 (18"W)
N 22ND IE IN: 458.92 (36"E)
STREET IE IN: 458.01 (60"N)
IE OUT. 457.98 (60"S)
EX STM Cl
RIM: 464.89
IE IN: 460.60 (12"W)
IE OUT.- 460.57 (18"E)
Z
SCALE: 1"=50 FEET
50 0 10 25 50
TREE TABLE
TREE NUMBER
TYPE
DBH (IN.)
103556
DECIDUOUS
10
103557
DECIDUOUS
10
103558
DECIDUOUS
10
103571
DECIDUOUS
14
103572
DECIDUOUS
12
103573
DECIDUOUS
12
103574
CONIFEROUS
18
103575
DECIDUOUS
10
103576
CONIFEROUS
10
103577
CONIFEROUS
10
103578
CONIFEROUS
18
103579
CONIFEROUS
16
103580
DECIDUOUS
14
103581
DECIDUOUS
12
103582
DECIDUOUS
14
103563
DECIDUOUS
14
103584
DECIDUOUS
14
103585
DECIDUOUS
14
103648
DECIDUOUS
16
103649
DECIDUOUS
8
103650
DECIDUOUS
18
103651
DECIDUOUS
6
103652
DECIDUOUS
14
103653
DECIDUOUS
16
103654
DECIDUOUS
6
103655
DECIDUOUS
10
103656
DECIDUOUS
8
103657
DECIDUOUS
10
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