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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
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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JOB NUMBER:
7736
DATE:
05/18/2020
DESIGNED BY:
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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'
43'0709*
368.76'
S4431'34'W 360.12'
C3
/
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62.32'
552554"W 62.28'
C4
635.00'
16'49'28'
I
S10'26'52"W 185.79'
CS
1 14.00'
1 8955'24'
1 21.97'
S4659'50'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'
43'0709*
368.76'
S4431'34'W 360.12'
C3
505.00'
7'04'12'
62.32'
552554"W 62.28'
C4
635.00'
16'49'28'
186.46'
S10'26'52"W 185.79'
CS
1 14.00'
1 8955'24'
1 21.97'
S4659'50'W 19.79'
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BATE: 05/18/2020
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DBH (IN.)
103286
CONIFEROUS
26
103287
CONIFEROUS
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103288
CONIFEROUS
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RIM: 472.72
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50 0 10 25 50
TREE TABLE
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
DECIDUOUS
8
103120
DECIDUOUS
8
103121
DECIDUOUS
10
103591
DECIDUOUS
14
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DECIDUOUS
14
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12
103606
CONIFEROUS
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RI 68.13 FENCE RIM: 465.87 v o
IE IN: 461.80 "E) IE IN: 461.99 (30"E) EX STM CB
IE OUT: 461.74 ( ) o a IE OUT., 461.94 (36"W) RIM: 466.84
IE IN: 463.00 (30"E)
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TREE TABLE
TREE NUMBER
TYPE
DBH (IN.)
102937
DECIDUOUS
10
103367
•.DRIVE
469
103368
CONIFEROUS
IRIM:
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EX STM Cl
6
CONCRETE 2
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EX STM Cl
103374
466.9
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CONIFEROUS
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IE IN: 461. (WE)
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IE IN: 462.06 (24"E)
RIM: 468.14
IE OUT: 46 .O6 (36"W)
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2q" pl IE OUT: 462.03 (24"W)
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IE OUT: 461.74 ( ) o a IE OUT., 461.94 (36"W) RIM: 466.84
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50 0 10 25 50
TREE TABLE
TREE NUMBER
TYPE
DBH (IN.)
102937
DECIDUOUS
10
103367
•.DRIVE
469
103368
CONIFEROUS
IRIM:
RAVEL
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6
CONCRETE 2
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12
103374
466.9
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CONIFEROUS
5
103376
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DRIVEWAY
CONIFEROUS
5
103378
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CONC BLOCK WALL
103379
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5
103380
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5
103383
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16
103384
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16
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IE IN: 461.80 "E) IE IN: 461.99 (30"E) EX STM CB
IE OUT: 461.74 ( ) o a IE OUT., 461.94 (36"W) RIM: 466.84
IE IN: 463.00 (30"E)
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50 0 10 25 50
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
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16
103385
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103557
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10
103558
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103571
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103558
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14
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18
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14
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14
103648
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16
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8
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18
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6
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14
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JOB NUMBER:
7736
DATE:
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DESIGNED BY:
CLS
DRAWN BY:
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CHECKED BY:
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P05
TAX LOT 2300
TAX MAP 17.03.24DD
Phasing Time line Table
Phase
Description/Scope
Anticipated
W
�
Construction Date
U
Initial start of improvements on the subject site for
MBH
2
the construction of lots intended forsingle-family
0
detached homes (e.g. streets, franchise utilities,
O
etc.), including:
Phase 1A
• WStreet access
Spring/Summer202O
• Required 31" Street improvements
¢
(adjacentto Phase 1A)
• Tracts A, B, and D stormwaterfacilities
as
and associated improvements
CC
• Secondary Emergency Vehicle Access
• V StreetAccess
a�
• Bonding for required 31" Street
U
Phase 1C
improvements (adjacent to future Phase
Spring/Summer202O
1A)
�0
0
2
• W Street improvements
• Tract C pedestrian connection to
�N
existing EWEB pathway
00
Phase 2A
• Fenya Street improvements
Fall 2021
Phase 2C
• V Street improvements
Fall 2021
Notes:
1. Phases 1B and 213to be constructed after Phases 1C and 2C.
2. A comprehensive phasingtimeline will be provided within a forthcoming
comprehensive master plan modification submittal. The improvements
relevantto the phases within this application are described in this application
submittal.
TAX LOT 1500
TAX MAP 17.02.19CC
- - EUGENE BARD
TRACT ELEcr P, =�
- - TAX LOT 1600 OPEN SPACE
TAX MAP 17.02.19CC __ '17 36
'- 116 117 118 "' .-- � 1
60 61 62 63 111 112 113 114 115 1 1 151 150 149 147 146 145 144 143 /
148 � –
1 6 155 154 153 I 152 -- / �. . ■ ��
157 5 .�
163 162 161 160 159 158 o V STREET
i8 167 166 165 164 - - - –W+J C� — _ : . ■ ■ ■ ■ •
REMAINDER OF
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TAX MAP 17.02.30.00
AREA: 40.30 ACRES
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60 0 16 40 60
ORIGINAL PAGE SIZE: 22' x 34'
_ _ I TAX LOT 500
I TAX MAP T
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■ ■ I I TAX MAP 17.02.30BA
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JOB NUMBER:
7736
DATE:
06/18/2020
DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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■ 1 M
TAX LOT 1500
TAX MAP 17.02.19CC _ -
- TAX LOT 1600
- - TAX MAP 17.02.19CC
1 LIGE WATER AND
- - E NE OARD
L - - ELECTRICAL B
1 _ 45.00'
40.00' 35.00' 13 12 11
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i TAX MAP 17.02.19CD
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TRACTS I TAX MAP 17.02.19CD
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22 1 23 1 24
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g 97 13,600 SF _ -'4_000'
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NUMBER 93-60016
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ORIGINAL PACE SIZE: Yff' " 3C
EASEMENTLEGEND
PUE PUBLIC UTILITY EASEMENT
ROW RIGHT-OF-WAY
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Ll[01m:s
THE PURPOSE OF THIS PRELIMINARY DIMENSIONED
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AND AREAS FOR PLANNING PURPOSES THIS IS
NOT AN OFFICIAL RECORDED FINAL PLAT AND IS
NOT TO BE USED FOR SURVEY PURPOSES. ALL
DIMENSIONS ARE SUBJECT TO CHANGE.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
9.00'
9125'23"
14.36'
N43'44'49'W 12.89'
C2
9.00'
90'00'00"
14.14'
S4657'55'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'
S83ro4'11'W 31.05'
C6
635.00'
3'36'42'
40.03'
S79'51'47'W 40.02'
C7
635.00'
3'37'35'
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"
11.77'
S68'416"W 1137'
C11
565.00'
336'40'
35.61'
S71'08'25"W 35.60'
C12
56500'
4ro5'OY
40.29'
S74'59'19"W 40.28'
C13
56500'
333'16'
35.05'
S78'48'30"W 35.04'
C14
565.00'
troYzs'
11.08'
S81*08'51°W 11.08'
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TAX LOT 2300
TAX MAP 17.03.24DO
_ -WATER AND
_ EUGENE
- ELECTRICAL BOARD
- - s�V-0v 4�0
TRACT D
STORMWATER FACILITY
±73,995 SF
53
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TAX LOT 1500
TAX MAP 17.02.19CC _
- - 1
- TAX LOT 1600 TRACT 400p• 35.00' '
- OPEN SPACE 35.00'
TAX MAP 17.02.19CC _ 45.00'
45
46 8
$ 47 13,600 IF
0 o qg ±3'6070
3,SF 13,150 SF
51 $ 50 13,600 IF
600
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150 IF
PUE (TYP.)
35.00'"
4000
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REMAINDER OF
TAX LOT 1800
TAX MAP 17.02.30.00
AREA: 40.30 ACRES
1 I
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SEWER EASEMENT
I I
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581'42'34"W 102 - � '
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EASEMENTLEGEND
PUE PUBUC UTILITY EASEMENT
ROW RIGHT-OF-WAY
NOTE:
THE PURPOSE OF THIS PRELIMINARY DIMENSIONED
SUBDIVISION PLAT IS TO SHOW LOT DIMENSIONS
AND AREAS FOR PLANNING PURPOSES THIS IS
NOT AN OFFICIAL RECORDED FINAL PLAT AND IS
NOT TO BE USED FOR SURVEY PURPOSES. ALL
DIMENSIONS ARE SUBJECT TO CHANGE.
CURVE TABLE
CURVE
O O 38
393,15!
DELTA
LENGTH
CHORD
40 8 SF
9.00'
8959'59'
42
41 13,soo sF 13,150 SFg14.194
C16
9.00'
SF
1a,o5o SF
S3642'34'W 12.73'
C17
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14.15'
N5315'4YW 12.73'
C18
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6.28'
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90'00'00'
6.26
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C20
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C21
4.00'
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6.28'
N531728'W 5.66'
581'4234"W
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6.28'
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40.00'
75.00'
140722'
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EASEMENTLEGEND
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NOTE:
THE PURPOSE OF THIS PRELIMINARY DIMENSIONED
SUBDIVISION PLAT IS TO SHOW LOT DIMENSIONS
AND AREAS FOR PLANNING PURPOSES THIS IS
NOT AN OFFICIAL RECORDED FINAL PLAT AND IS
NOT TO BE USED FOR SURVEY PURPOSES. ALL
DIMENSIONS ARE SUBJECT TO CHANGE.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C15
9.00'
8959'59'
14.14'
N53112VW 12.73'
C16
9.00'
90'00'00'
14.14'
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C17
9.00'
90'03'28'
14.15'
N5315'4YW 12.73'
C18
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6.28'
N36'4$18'E 5.65
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4.00'
90'00'00'
6.26
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C20
4.00'
90'00'00'
6.26
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C21
4.00'
9000'00'
6.28'
N531728'W 5.66'
C22
4.00'
9000'00'
6.28'
S36'4Y34'W 5.66'
C23
4.00'
9000'00'
6.28'
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9000'00'
6.28'
S36'4Y34'W 5.66'
C25
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1132'13'
15.10'
S231'20'E 15.08'
C26
75.00'
68'40'18'
89.89'
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C27
75.00'
36'40'47'
48.01'
S2135'10'W 47.20'
C28
25.00'
9000'00'
39.27
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C29
4.00'
9000'00'
6.28'
S531726'E 5.66'
C30
4.00'
9000'00'
6.28'
143642'34'E 5.66'
C31
75.00'
140722'
18.49'
S743853'W 18.44'
C32
75.00'
2739'38'
36.21'
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61 TAX MAP 17.02.30BA
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EXISTING GROUND CONTOUR (1 FT)
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SEDIMENT FENCE (TO BE INSTALLED PRIOR TO GRADING) —N—
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NOTES: N
1. ALL LOTS SHALL UTILIZE CURB WEEP HOLES FOR ROOF DRAINS UNLESS OTHERWISE NOTED.
2. STREET LIGHT LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE WITH FINAL DESIGN.
3. STREET TREE LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE WITH FINAL DRIVEWAY AND DRY UTILITY DESIGN.
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NOTES: N
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3. STREET TREE LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE WITH FINAL DRIVEWAY AND DRY UTILITY DESIGN.
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JOB NUMBER: 7736
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TANGENT
SfAIION
RADIUS
LENGTH
DELTA
CHORD
-
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1477.73'
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424.65
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157.94'
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N 31ST STREET ALIGNMENT TABLE
TANGENT
SfAIION
RADIUS
LENGTH
DELTA
CHORD
BEARITANGENT/CHORD
04
7+00.00
¢
1477.73'
S81'4734W
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21+77.73
400.00'
447.65'
64'014'
424.65
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FENYA STREET ALIGNMENT TABLE
CURVETANGENT STATION RADIUS
LENGTH
DELTA
CHORD
TANGENT O/NCGORD
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144.18'
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307.11'
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30TH PLACE ALIGNMENT TABLE
CURVE/
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BEGIN STREET IMPROVEMENTS
STA 10+00.00 28TH PLACE
= STA 23+82.74 FENYA STREET
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END STREET IMPROVEMENTS
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122 123'
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DATE:
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DESIGNED BY:
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