HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/5/2020MARCOLA MEADOWS FINAL MASTER PLAN
VICINITY MAP
1 "=2000'
MODIFICATION TO PHASES 1139 2A, AND 213
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:
LAND USE APPLICATION TO MODIFY
APPROVED PHASING BOUNDARIES
N
SHEET INDEX
SITE MAP
1 "=200'
P01 COVER SHEET WITH SITE AND VICINITY MAPS
P02 EXISTING CONDITIONS PLAN
P02A EXISTING CONDITIONS PLAN
P02B EXISTING CONDITIONS PLAN
P02C EXISTING CONDITIONS PLAN
P02D EXISTING CONDITIONS PLAN
P02E EXISTING CONDITIONS PLAN
P02F EXISTING CONDITIONS PLAN
P02G EXISTING CONDITIONS PLAN
P03 EXISTING ZONING
PO4 EXISTING METRO PLAN DIAGRAM
P05 PRELIMINARY AERIAL PHOTOGRAPH PLAN
P06 PRELIMINARY PHASING PLAN
P07A PRELIMINARY DIMENSIONED SUBDIVISION PLAT
P07B PRELIMINARY DIMENSIONED SUBDIVISION PLAT
P08 PRELIMINARY GRADING, EROSION AND SEDIMENT
CONTROL, AND GRADING PLAN
P09 PRELIMINARY COMPOSITE UTILITY PLAN
P10 PRELIMINARY STREET PLAN AND CROSS SECTIONS
P10A PRELIMINARY STREET PLAN
P10B PRELIMINARY STREET PLAN
P11A PRELIMINARY STREET PROFILES
P11B PRELIMINARY STREET PROFILES
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
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
TAX LOT 2300
LANE COUNTY TAX MAP 17.03.25AA
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1. TICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO.
QE1626, 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'
6410714'
408.48'
S34101'32"W 387.49'
C2
490.00'
4311709°
368.76'
S4431'34°W 360.12'
C3
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62.32'
55'25'54°W 62.28'
C4
635.00'
16'49'28°
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510'26'52"W 185.79'
CS
1 14.00'
1 8955'24'
1 21.97
54659'50"W 19.79'
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1. TICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO.
QE1626, 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'
6410714'
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'
510'26'52"W 185.79'
CS
1 14.00'
1 8955'24'
1 21.97
54659'50"W 19.79'
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11
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14
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8
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14
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16
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18
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8
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10
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14
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8
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12
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12
103119
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1 8
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8
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10
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14
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IE IN: 462.06 (24"E) l RIM: 468.14 6�\ EX STM Cl \ 469\
IE OUT: 462.03 (24"W) 'sem IE IN: 462.75 (24"E) 1 RIM: 467.52 I
EXE FIBER MH ` 7� IE IN: 463.46 (18� \ \ 1 , V n € RIM EX S 4¢1dC64 I
\ - _ _ - 24 DI IE OUT: 463.43(24"W)°68 \ \ -•
IE K 464.92 (18"E)
`MT- 4" CONCLF,�OUT: 464.81 (18"W) _ _24° D _
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469
AVEL J ^
IE IN: 461. (36°E)
TYPE
IE OUT: 46 .O6 (36"W)
oa
DECIDUOUS
DRIVEWAY
ON C BLOCK WALL
103367
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M
<
Q
CHAIN CONCRETE
DNK DRIVEWAY
'`
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CD
103369
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IE OUT:
461.74 (36°W)
AVEL J ^
TREE NUMBER
TYPE
^EX J
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DECIDUOUS
DRIVEWAY
ON C BLOCK WALL
103367
CONIFEROUS
STM Cl
RIM: 468.13
CHAIN CONCRETE
DNK DRIVEWAY
'`
ED
14
103369
IE IN:
461.80 (36"E)
FENCE
DECIDUOUS
C:)
�
103374
IE OUT:
461.74 (36°W)
103375
CONIFEROUS
o
CD
CD n
CONIFEROUS
p s
103377
o
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5
103378
CONIFEROUS
5
103379
CONIFEROUS
5
103380
CONIFEROUS
~
103383
CONIFEROUS
X X
Q
a
Ja
CONIFEROUS
Com!
103385
a
JQ
16
X
J <
X
H
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EX STM Cl
RIM: 465.87
IE IN: 461.99 (30"E)
IE OUT. 461.94 (36"W)
O <
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469 -
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RIM: 466.84
E IN: 463.00 (30"E)
OUT: 462.86 (30°W)
TAX LOT 300
TAX MAP 17032514
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IE IN: 464.41 (30"E)
IE OUT: 464.28 (30°W)
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TAX LOT 9700
TAX MAP 17032514
w
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a
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W
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SCALE: 1"=50 FEET
50 0 10 25 50
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a
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Lu
x
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Lu
Lu
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TREE TABLE
TREE NUMBER
TYPE
DBH (IN.)
102937
DECIDUOUS
10
103367
CONIFEROUS
14
103368
CONIFEROUS
14
103369
DECIDUOUS
6
103373
DECIDUOUS
12
103374
CONIFEROUS
5
103375
CONIFEROUS
5
103376
CONIFEROUS
5
103377
CONIFEROUS
5
103378
CONIFEROUS
5
103379
CONIFEROUS
5
103380
CONIFEROUS
5
103383
CONIFEROUS
16
103384
CONIFEROUS
16
103385
CONIFEROUS
16
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I ,r, RIM: 467.88
103584
SEE SHEET - P02D
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DOC. N0.P-11838
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IE1IN:658.74 (10"N)
IE 69 (12"S)
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1 RIM: 468.36
IE1IN:658.74 (10"N)
IE 69 (12"S)
w
mm
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/ I EX STM Cl
RIM: 466.39
/ IE 1946139 (24"E)
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SUMP: 461.24
/EX 60" RCP
\ CULVERT
EX14° CPP IF- 4So 4A_
_ - = - �JN, 459.01 (60"N) I,
PIE RCEDITCH--%=-%- �)�E w�ds1.12 Erl
_ �
/ E OUT: 458.30 0"W)
P OUTFALL .mss
-� `_ UT IS APPROXIMATED DUE'
I IE: 462.17 L y _456_ ER SATd�1H r - = 410 �6 DEBRIS IN BOTTOM OF MH
II \ RIM: 468. �- 4p- IlRdARE EAS�MNT
15�. O'��11BLIC WATER RRtt PER DOC. N0. 94-29763
EASEMENT�PER DOC. NO. IE IN: 462.25 (6°N) (SNB_)
2009-031683 IE IN: 462.04 (8"E) (SNB) 1 GURBSTOP-4TH-- 20.00PUBLIC WATE�-EARS ENT
rr r - -`--------- RER_DOC. N�2_009 _0383
I CONFIRMED TO BE LOWER THAN OUT' 1 --
- IE OUT: 462.15(8"IY/ ® (•o ^I
5 ----� - _i
- � - - TVP)
\ 10328 03576 103577 035 103574 I CURBSTOP
STM Cl
--- II -r
1110
r 03yu \ _^ _ _ s✓r`�V
8 I A8358
EX SAN MH
G
0
W
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RIM: 465.82
IE IN: 459.28 (8"E)
I
Lu I
IE IN: 458.96 (8"W)
�
0
Q
IE IN: 458.86 (10"N)
I J
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i
'IN'464.77 N
TAX LOT 4000
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w
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/ I EX STM Cl
RIM: 466.39
/ IE 1946139 (24"E)
I IE OUT: 4fy1.37 (24"W)
SUMP: 461.24
/EX 60" RCP
\ CULVERT
EX14° CPP IF- 4So 4A_
_ - = - �JN, 459.01 (60"N) I,
PIE RCEDITCH--%=-%- �)�E w�ds1.12 Erl
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/ E OUT: 458.30 0"W)
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-� `_ UT IS APPROXIMATED DUE'
I IE: 462.17 L y _456_ ER SATd�1H r - = 410 �6 DEBRIS IN BOTTOM OF MH
II \ RIM: 468. �- 4p- IlRdARE EAS�MNT
15�. O'��11BLIC WATER RRtt PER DOC. N0. 94-29763
EASEMENT�PER DOC. NO. IE IN: 462.25 (6°N) (SNB_)
2009-031683 IE IN: 462.04 (8"E) (SNB) 1 GURBSTOP-4TH-- 20.00PUBLIC WATE�-EARS ENT
rr r - -`--------- RER_DOC. N�2_009 _0383
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- IE OUT: 462.15(8"IY/ ® (•o ^I
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a I IE IN: 458.20 (60"E)-
v
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lao I IE OUT: 458.14 (60"W)
I
14.00' WATERLINE-�
I
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LOCATE
103573 '
EASEMENT
PER REEL 1755
,�
0"I CON
O'^ Raa
IE IN: 460.28 (18"W)
'IN'464.77 N
DOC. NO. 92-20133
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103575
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TAX LOT 10000
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TAX LOT 1800
Xx
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103580
1
\
F
I°�
12
103582
1
14
8.00' PUBLIC UTILITY
EASEMENT PER PLAT
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4
a EX STM MH
I ,r, RIM: 467.88
103584
DECIDUOUS
I
OF "NICOLE PARK
1 II lI 1
I^ IE IN: 463.53 (10"S)
103648
I
16
103649
ISI
IE IN: 463.35 (15"W)
103650
DECIDUOUS
18
103651
ISI 1
IE OUT: 463.29 (15"E)
O
J
LLI
z
103653
IIII
4
I
103654
DECIDUOUS
6
103655
DECIDUOUS
I
103656
DECIDUOUS
-i
OJ a
I lI I
EX SAN MH
g•
W
9
RIM: 467.52.241
x x
54.94
W i
T
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III
EX SAN �H
i
1
RIM: 466157
15" PVC
I j
L
12 " PVC
IE IN:
IE IN:
461.19 (6 N)
460.97 (TE)
I
_
_
IE IN:
460.54 ( S)
I I 1
I
IE OUT:
460.49 (9-W)
EX STM MH
1
1
I IX67.86
I
1
EIN:446 00 (12"W)
I^
IE IN: 462.93 (12"S)
I
I I
IE IN: 462.80 (15"N)
I
1 1 I
I IE OUT: 462.75 (15"E)
1
o"
STM Cl
1 RIM: 465.36
RIM: 465.20
a I IE IN: 458.20 (60"E)-
IE IN: 459.41 (36"E)
lao I IE OUT: 458.14 (60"W)
I
IE OUT: 459.02 (36"W)
\�E5NY
SUMP: 456.70
LOCATE
DECIDUOUS
O- U�.7
2
,�
0"I CON
O'^ Raa
IE IN: 460.28 (18"W)
'IN'464.77 N
I
cn2 Rza
I I r
�M
W
w z
103575
o
W
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CONIFEROUS
CD
TVI
X
ONU
�wo
Xx
N
IE OUT: 460.39 (24"�
103579
CONIFEROUS
16
103580
DECIDUOUS
F-
F
DECIDUOUS
12
103582
W
14
103563
DECIDUOUS
- W
103584
DECIDUOUS
14
Uf
DECIDUOUS
14
103648
DECIDUOUS
16
103649
DECIDUOUS
Lu
103650
DECIDUOUS
18
103651
O V
O N
O
J
14
103653
CD
16
103654
DECIDUOUS
6
103655
DECIDUOUS
10
103656
DECIDUOUS
ago
OJ a
CD a
Q
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xx
x x
I
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' I_ 556--. EX DRAIN
r 0357 103571 _
1 103556 _ 10 57 L l�
30.00' SEWER
14.00' SANITARY SEWER EASEM NTNITARY PER DOC. NO.
EASEMENT PER REEL 1935 94-29763 103648
I�� I INSTR. NO. 94-21981
I CONC WALL-
"°� I I 103649
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TAX MAP 17032513
T-30.00' SANITARY SEWER 103651(
EASEMENT 1 1 I I 94529763 PER DOC. NO. 103652(
I 1103654
6" PVC a
SEE SHEET - P02F
EX STM Cl
STM Cl
1 RIM: 465.36
RIM: 465.20
a I IE IN: 458.20 (60"E)-
IE IN: 459.41 (36"E)
lao I IE OUT: 458.14 (60"W)
I
IE OUT: 459.02 (36"W)
COMM MANHO
SUMP: 456.70
LOCATE
DECIDUOUS
IX DRAIN
XE STM MH -
,�
0"I CON
1EX STM MH
IE IN: 460.28 (18"W)
'IN'464.77 N
I
1 IE IN: 460.10 (24"W)
I I r
IE IN: 459.94 (24"N) \
1
IE IN: 458.10 (60"E)
103575
IE OUT: 458.06 (60"S) I
10
103576
CONIFEROUS
EX STM Cl
103577
RIM: 464.96 1,
10
I
IN: 460.52 (1
CONIFEROUS
IE OUT: 460.39 (24"�
103579
TAX LOT 1000
TAX MAP 17032514
BLOCK WALL
GRAVEL
F DRIVEWAY
TAX LOT 1100
TAX MAP 17032514
I TAX LOT 1300
TAX MAP 17032513
EX STM Cl
I RIM: 466.04
IE OUT: 460.14 (36°W)
I I SUMP: 457.54
I� TAX LOT 1200
Ili TAX MAP 17032513
CONCRETE
DRIVEWAY
CHAIN LINK
FENCE
GRAVEL
DRIVEWAY
TAX LOT 1101
TAX MAP 17032513
TAX LOT 1000
TAX MAP 17032513
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
STM Cl
TYPE
RIM: 465.20
103556
IE IN: 459.41 (36"E)
K#REWEX
IE OUT: 459.02 (36"W)
DECIDUOUS
SUMP: 456.70
AY
DECIDUOUS
10
XE STM MH -
,�
-
RIM: 464.91
103572
IE IN: 460.28 (18"W)
W 22ND
IE IN: 458.92 (36"E)
'STREET'
T� �m
103574
IE OUT: 457.98 (60"S)
18
103575
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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REGISTERED
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NUMBER 93-60016-60DI6
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EASEMENTLEGEND
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT-OF-WAY
SDE STORM DRAINAGE EASEMENT
Ll 101114
THE PURPOSE OF THIS PRELIMINARY DIMENSIONED
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CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
9.00'
9125'23"
14.36'
N43'44'49'W 12.89'
C2
9.00'
90ro0'00"
14.14'
S46'5r55'W 12.73'
C3
634.96'
12625"
15.78'
N88'44'48"W 15.78'
C4
9.00'
82-919'
12.96'
S4313'04'W 11.87
C5
635.00'
2'48'06'
31.05'
S83T14'11'W 31.05'
C6
635.00'
3'36'42'
40.03'
S79'51'47'W 40.02'
C7
635.00'
3'3735'
40.19'
S7614'39'W 40.18'
C8
635.00'
3'39'21'
40.52'
S7236'11'W 40.51'
C9
635.00'
2'38'03"
29.19'
S6927'29'W 29.19'
CIO
565.00'
111'38"
11.7r
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C11
565.00'
336'40"
35.61'
S71'08'25"W 35.60'
C12
565.00'
4'0507'
40.29'
574'59'19"W 40.28'
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565.00'
333'16'
35.05'
S78'48'30"W 35.04'
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DAX- 05/05/2020
DESIGNED BY: CLS
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TAX LOT 2300
TAX MAP 17.03.24DO
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TAX LOT 1500
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TAX MAP 17.02.19CC _ 45.00'
45
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CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
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14.14'
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9000'00'
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6.28'
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9000'00'
6.28'
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6.28'
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75.00'
1132'13'
15.10'
S231'20'E 15.08'
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68'40'18'
89.89'
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36'40'47'
48.01'
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9000'00'
6.28'
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6.28'
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75.00'
140722'
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36.21'
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163 162
167 166 165 164 WASTEWATER
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1 1 TAX MAP 17-02-30-00
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SCALE: 1"=80 FEET
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1. ALL LOTS SHALL UTIUZE CURB WEEP HOLES FOR
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DATE 05/05/2020
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TAX LOT 2300
TAX MAP 17.03.24DD
TRACT D
STORMWATER FACILITY
55
56
57
TAX LOT 1500 � -_--
TAX MAP 17.02.19CC _—_ ----
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SCALE: 1'=10'
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■ I 'I 1 TAX LOT
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' 70.00' R/W 700' PUE 1- 700' PUE 50.00' R/W 700' PUE I--
PAVED WIDTH
A/C PAVEMENT
2.00%
BASE ROCK—/ SUBGRADE J
TYPICAL COLLECTOR STREET SECTION
SCALE: 1'=10'
V STREET
\-- CONCRETE SIDEWALK
STANDARD CURB
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28.00' PAVED WIDTH
1.00, I 5.00' 4.50' 14.00' 14.00' 4.50' 5.00' —1.00' I N
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SCALE: 1•=10' AND GUTTER
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FENYA STREET ORIGINAL PAGE SIZE: 2V x 3C BO
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JOB NUMBER: 7736
DATE: 05/05/2020
DESIGNED BY: GLS
DRANK BY: MSD/AJR
CHECKED BY: MBH
P10
TAX LOT 1500 -------
TAX MAP 17.02.19CC _---
---
----------_-
----------------------- TAX LOT 1600
_ — --- ------ ------- - TAX MAP 17.0219CC
-_ -_--_ ---
---
---------- -------------- CTRICAL BOARD
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EUGENE WATER AND f _
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TAX MAP 17.02.19CD
TAX LOT 600
TAX MAP 17.02.19CD
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TAX MAP 17.02.30BA
TAX LOT 5900
TAX MAP 17.02.30BA
TAX LOT 5800
TAX MAP 17.0230BA
V STREET
TAX LOT 104
TAX MAP 17.02.30BA
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i TAX MAP 17.02.30BA
MATCH UNE THIS SHEET
N 31ST STREET ALIGNMENT TABLE
TANGENT
STATION
RADIUS
LENGTH
DELTA
NOR
CD
TANGENT/CHORD
CLT14
7+00.00
¢
1477.73'
S81'4734'W
0{T8
SD7'57'55"W
�C6
21+77.73
400.00'
447.65'
64'014'
424.65
S34'01'32"W
FENYA STREET ALIGNMENT TABLE
CUR TANGENT STATION RADIUS
LENGTH
DELTA
CHORD
TARS T�/N(''GORD
qT7
10+00.00
T15
144.18'
¢
307.11'
S81'4734'W
0{T8
11+44.18
�T16
1995.43'
400.00'
117.72'
S81'42'34'W
30TH PLACE ALIGNMENT TABLE
RYE/
NGENT
STATION
RADIUS
LENGTH
DELTA
CHORD
TANGENT/CHORD
BEARING
T15
FSTARADIUS
¢
307.11'
0
SOn7'55"W
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11+00.00
400.00'
117.72'
1272'03'
86.17
S01'57'55'W
20' SDE
5' CONCRETE
SIDEWALK (TYF
N
17
SCALE: 1"=50 FEET
50 0 10 25 50
ORIGINAL PAGE SIZE: 2V x 34'
W STREET ALIGNMENT TABLE
TANGENT
STATION
RADIUS
LENGTH
DELTA
CHORD
TANGENT/CHORDSTATION
TBEARICHORD
NG
LTi
10+00.00
¢
100.00'
0
N880205'W
CLCi
11+00.00
400.00'
86.34'
1272'03'
86.17
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JC2
11+86.34
400.00'
157.94'
22-024'
156.92
N8658'44"W
0T4
13+44.28
115.19'
S81'42'34'W
PT5
14+59.47
1
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S81'42'34'W
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49.99'
78.52'
9000'00'
70.69
S36'42'34W
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180.01'
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V STREET ALIGNMENT TABLE
CURVE/
TANMI
STATION
RADIUS
LENGTH
DELTA
CHORD
TANGENT/CHORD
iT9
10+00.00
¢
105.00'
0
N88'OfOTW
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11+05.00
600.00'
249.49'
23'49'28'
247.69
SBO03'11'W
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13+54.49
600.00'
14209'
13'907'
141.76
S7455'30'W
JT10
14+96.58
1002.74'
S81'42'34'W
MATCH UNE THIS SHEET
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05/05/2020
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CHECKED BY:
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TAX LOT 1500
TAX MAP 17.02.19CC ----------------
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TAX LOT 2300 — — -- ----
TAX MAP 17.03.24DD — — TRACT C --
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—_-
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— --
END STREET IMPROVEMENTS
STA 24+07.69 FENYA STREET
CL -CL INTERSECTION
BEGIN STREET IMPROVEMENTS
STA 10+00.00 28TH PLACE
= STA 23+82.74 FENYA STREET
END STREET IMPROVEMENTS
STA 25+11.82 V STREET
REMAINDER OF
TAX LOT 1800
TAX MAP 17.02.30
--- ------------------------- OPEN SPACE
—---------------- PARD
--""-- ErilGENE Vd ATER AND ELECTRICAL B
_ 39
END STREET IMPROVEMENTS
STA 14+90.00 PIERCE PARKWAY
= STA 18+21.50 V STREET
1
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1
1
78'
1
1
1
1
1
1
1
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SCALE: 1"=50 FEET
50 0 10 25 50
ORIGINAL PAGE S17E: 22' x 34"
W STREET ALIGNMENT TABLE
Wim/
TANGENT
STATION
RADIUS
LENGTH I DELTA
CHORD TANGENT/CHORD
BEARING
CTI
10+00.00
CET7
100.00'
105.00'
144.18'
N88T12'05"W
qG1
11+00.00
400.00'
86.34'
1272'03"
86.17
N81'51'04"W
OLC2
11+86.34
400.00'
157.94'
22'37'24"
156.92
N8658'44"W
qT4
13+44.28
14+96.58
115.19'
1002.74'
0
S81'4T34'W
qTS
14+59.47
893.22'
S81'42'34W
CEC3
23+52.69
49.99'
78.52'
90'00'00'
70.69
S3W42'34"W
O{T6
1 24+31.21
180.01'
1
5087126"E
FENYA STREET ALIGNMENT TABLE
TANGENT CURVE/
STATION
RADIUS
LENGTH
DELTA
CHORD
TUBE INGORD
CET7
10+00.00
105.00'
144.18'
SOBI7'26'E
N88T12'05W
S81'42'34'W
JT8
11+44.18
249.49'
1995.43'
247.69
SISWOS111
S81'42'34'W
V STREET ALIGNMENT TABLE
TANGENT
STATION
RADIUS
LENGTH
DELTA CHORD
TAN�iCHORD
NG
OET9
10+00.00
230.00'
105.00'
260.00'
SOBI7'26'E
N88T12'05W
qC4
11+05.00
600.00'
249.49'
2349'28'
247.69
SISWOS111
qC5
13+54.49
600.00'
142.09'
13'901
141.76
57455'WW
O{T10
14+96.58
1002.74'
0
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581'42'34"W
PIERCE PARKWAY ALIGNMENT TABLE
CURVE/
TANGENT
STATION
RADIUS LENGTH
DELTA
CHORD TANGENT/CHORD
BEARING
�T11
10+00.00
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230.00'
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28TH PLACE ALIGNMENT TABLE
TANGENT
STATION
RADIUS
LENGTH
DELTA
CHORD
TANGENT/CHORD
NG
CLT13
10+00.00
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260.00'
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JOB NUMBER:
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DATE:
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