POST DIGEST
TANK 35'Ø
9020 SW WASHINGTON SQUARE RD.
SUITE 170
PORTLAND, OREGON 97223
p 503.643.8286
f 844.715.4743
www.pd-grp.com
PROPOSED 10' PGE ESMT.
FLARE
50'Ø
CLEAR
PROPOSED POWER VAULT
PROPOSED POWER VAULT
PROPOSED TEMPORARY
10' GRAVEL ACCESS
30' SETBACK
DIGESTER
BUILDING
60'x40'
DIGESTER #1
75'Ø
ODOR
CONTROL
60'Ø
DIGESTER #2
75'
5
PROPOSED 10' PGE ESMT.
SOLIDS
STORAGE
PROPOSED 20' TVF&R
SECONDARY ACCESS
BIOGAS
STORAGE
1
RESERVED
FOR WWTP
270.43'
FOOD WASTE
DEPACKAGING
150'x145'
2
PROPOSED POWER VAULT
GENERATION
UNITS
PROPOSED FDC
EL=221.41
XSD
XSD
W
W
W
W
W
XSD
XSD
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
W
XSD
W
XSD
XSD
W
W
XSD
W
XSD
W
XSD
W
W
XSD
XSD
W
W
S89°28'53"W 420.52'
XSD
W
W
XSD
3.
EXISTING CONDITIONS
4.
EXISTING TREE TABLE
5.
PRELIMINARY GRADING PLAN
6.
PRELIMINARY UTILITIES AND ACCESS PLAN
7.
CIRCULATION AND AERIAL PLAN
REF.
Project No.
Vert. Scale:
Date
Reviewed by
Horiz. Scale:
Date
W
XSD
PRELIMINARY SITE PLAN
MASTER PLAN
W
XSD
XSD
Drawn by
W
W
W
W
W
W
W
W
W
W
W
13 STANDARD
PARKING SPACES
W
1.
2.
XSD
W
XSD
W
XSD
W
W
XSD
W
XSD
SORT BIOENERGY
999-174
W
XSD
W
OR
M
ER
T
CO
M RA N
SF
COM
XSD
XSD
Date
W
COM
W
W
W
W
W
COM
W
W
Designed by
W
W
SS
XSD
SS
W
W
W
W
W
W
W
SS
W
W
W
13 STANDARD
PARKING SPACES
XSD
S00°20'02"E
641.29'
SS
XSD
W
W
W
SS
SS
XSD
W
XSD
XSD
W
XSD
XSD
W
XSD
XSD
XSD
XSD
XSD
XSD
W
GV
W
XSD
XSD
XSD
XSD
XSD
XSD
XSD
W
XSD
XSD
XSD
XSD
EX. SD MH
XSD
RIM 221.11
XSD
IE IN NORTH
XSD 217.91
IE IN SW
218.93
XS
XSD
XSD
W
W
W
XSD
W
G
XSD
W
G
XSD
W
SHEET INDEX
XSD
XSD
W
XSD
XSD
XSD
W
XSD
G
W
XSD
XSD
W
G
W
W
G
W
W
G
XSD
W
W
G
SS
W
W
XSD
XSD
W
W
EXISTING
SCALE
FACILITY
W
W
D
W
W
W
G
XSD
12 STANDARD
PARKING SPACES
G
SS
XSD
W
G
XSD
W
W
G
W
W
XSD
D
XS
XSD SC ALES
XSD
W
W
G
XSD
W
XSD
CO
W
G
XSD
XSD
D
XS
W
W
W
XSD
W
D
XS
D
XS
XSD
D
XS
W
W
SS
M
CO
11 STANDARD
PARKING SPACES
PLUS 2 ADA SPACES
EX SSMH
RIM 224.94
IE IN NE 215.80
IE OUT WEST 215.76
4 STANDARD
PARKING
SPACES
W
XSD
D
XS
W
D
XS
L=34.22' R=30.00'
D=65°21'53"
C=N56°47'57"E 32.40'
W
D
XS
L=44.22' R=30.00'
D=84°27'16"
C=N12°12'23"W 40.32'
L=22.17' R=215.15'
D=5°54'14"
C=S27°04'07"W 22.16'
W
M
CO
SS
D
XS
G
M
CO
W
0.
W
8 ° D= 1 5 3 '
20 2 R
' 0 °1 1 = 6
1" '5 6
E 9 0.
14 " 00
'
0.
26
'
D
XS
XSD
5 STANDARD
PARKING
SPACES
M
CO
W
D
XS
W
D
XS
EX. SD MH
RIM 212.95
IE IN 24" NW 208.43
IE IN 12" NE 208.55
IE IN 12" SW 208.75
IE OUT 24" SE 208.05
D
XS
W
D
XS
C=
S4
D
XS
D
XS
W
W
W
W
XSD
W
XS
D
L=
14
W
W
W
XS
D
W
XS
D
W
XS
D
D
XS
EX SS MH
RIM 218.76
IE IN EAST 204.76
IE OUT SW 204.66XSD
D
XS
D
XS
D
XS
6 TRAILER
SPACES
CONNECT TO EXISTING
FIRE SERVICE
INSTALL 8"X6" TEE
SS
W
W
W
W
W
EX SD MH
RIM 220.78
IE IN NORTH 211.38
SUMP W/ COVER
IE NOT MEASURED
XSD
XS
D
XS
D
310.56'
N00°18'42"W
OFFICES
TEMP
W
XS
D
S89°28'53"W
261.43'
XSD
XSD
XSD
W
W
W
11 TRAILER SPACES
W
XSD
2
N5 D . 7 X3SD
=2 '
3
° 2 2 RX
N89°28'53"E
0 ' ° 1 =SD
1.45'
46 3' 60
"W 2 8 0X.SD
23 " 00' X
SD
1.
28
'
W
W
XSD
2 X3SD
FRENCH DRAIN AT
BOTTOM OF RAMP
XSD
XSD
COM
XSD
L=
8"X4" REDUCER
XSD
XS
D
C=
3CY RIP RAP
CLASS 50
XSD
XSD
XSD
XSD
XS
D
CO
W
XSD
W
XSD
W
W
W
W
W
SW RIDDER ROAD
XSD
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
W
XSD
XSD
XSD
XSD
XSD
W
W
W
W
SS
PROPOSED PATH FROM RIDDER
ROAD TO PARKING LOT
XSD
XS
D
SS CO
RIM 224.75
IE = 222.0
SS CO
RIM 224.75
IE = 221.95
SS MH
RIM 222.66
IE IN(N) = 207.66
IE OUT(S) = 207.46
NEW IE IN(NW) = 208.00
XSD
15 TRUCK SPACES
XSD
XSD
SS
XS
D
XSD
SCALES
SS
XSD
SS
XS
D
XS
D
XSD
XSD
SS
XSD
FIRE SERVICE
COM
X SD
DI PUBLIC
W
W 232'
W 4" W
W
W
SS
X SD
X SD
W
W XSDW
W
X SD
W
W
W
3CY RIP RAP
CLASS 50
W
W
X SD
X SD
X SD
X SD
W
W
W
W
W
SCALES
XSD
EL=219.84
EX. SD MH
RIM 218.72
IE IN 24" W 212.82
IE IN 24" N 212.58
IE OUT 24" SE 212.42
W
SORT BIOENERGY
CITY OF WILSONVILLE, OREGON
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
COM
COM
XSD
W
SS
COMCOMCOM
XSD
W
W
XSD
W
XSD
W
XSD WXSD W XSD
W
COM
COM
WATER SERVICE
487' 2" WIRSBO
W
W
W
W
W
XSD
W
W
XSD W XSDW
XSD
W
W
W
W
SD CO
RIM=224.75
IE=215.94
SD CO
RIM 225.46
IE = 219.46
3' 5'
X SD
SS
W
W
SS
W
W
SS CO
RIM 225.00
IE = 223.50
28 TRUCK
SPACES
W
SS
XSD
XSD
XSD
XSD
XSD
XSD
XSD
W
266.24'
COM
COM
N00°18'42"W
W
GARDEN ACRES ROAD
W
CO
SS
W
VACATED
EX. HYDRANT TO
BE RELOCATED
W
CONTAINER
STORAGE
AREA
<-- S=3%
W
EL=221.08
EX. ISLAND TO
BE PAVED
W
EL=222.07
EMPLOYEE
PARKING
XSD
COM
XSD
PROPOSED
HYDRANT
LOCATION
PRELIMINARY SITE PLAN
<-- S=1%
2" WATER METER
W/ APPROVED
BACKFLOW PREVENTER
30' SETBACK
555.00'
539.76'
W
PROPOSED FENCE TO BE
WITHIN 10-15 FEET OF
PROPERTY LINE AND
ADJUSTED IN THE FIELD TO
PROTECT EXISTING TREES.
3
PROPOSED WATER
QUALITY FACILITY
CNG FACILITY
BLEND
TANK
35'Ø
4
30' SETBACK
11.5' DEDICATION
W
PIONEER DESIGN GROUP, INC.
826.99'
W
W
PLANNING
1
7
10' TEMPORARY
GRAVEL ACCESS
FLARE
50'Ø
CLEAR
POST DIGEST
TANK 35'Ø
9020 SW WASHINGTON SQUARE RD.
SUITE 170
PORTLAND, OREGON 97223
p 503.643.8286
f 844.715.4743
www.pd-grp.com
60' PERIMETER SETBACK
30' SETBACK
MRF/ADMIN/HAULER OPERATIONS
826.99'
PHASE
4-5
FUTURE EXPANSION
OF MRF
(83,819 SF)
TVF&R SECONDARY
ACCESS
1
RESERVED
FOR WWTP
FOOD WASTE
DEPACKAGING
150'x145'
3
GENERATION
UNITS
30' SETBACK
555.00'
OFFICE
EXPANSION
PHASE 3
EMPLOYEE
PARKING
310.56'
N00°18'42"W
14
Vert. Scale:
SORT BIOENERGY
CITY OF WILSONVILLE, OREGON
Horiz. Scale:
REF.
L=
S4
C=
VACATED
3,900 S.F.
ADMIN
/OPS
Project No.
SCALES
23
2
N5 D . 7 3
=
3° 2 '
N89°28'53"E
2 0 2° R=
'4 13 6
1.45'
6" ' 2 00
W 8" .0
23
0'
1.
28
'
C=
EXISTING
SCALE
FACILITY
2,804 S.F.
L=
S00°20'02"E
641.29'
CONTAINER
STORAGE
SCALES
EXPANDED
WQ/DETENTION
POND
PROPOSED PATH FROM RIDDER
ROAD TO PARKING LOT
Date
MRF
56,992 S.F.
Reviewed by
PHASE 4
23 TRUCK SPACES W/ FUELING
NEW ALIGNMENT
MUST PROTECT CNG
FACILITY SETBACK
MASTER PLAN
CONTAINER
STORAGE
DIESEL PUMP AND TANK
TO BE RELOCATED
NEAR THE SHOP
Date
FUEL TANK
EX. ISLAND TO
BE PAVED
266.24'
N00°18'42"W
GARDEN ACRES ROAD
3RD ROW FUELING
SOLIDS
STORAGE
2
60' STRUCTURE
SEPARATION FOR
UNLIMITED FLOOR
AREA
539.76'
TO COLLECTOR
STANDARD (TSP)
BIOGAS
STORAGE
SORT
BIOENERGY
(147,722 SF)
BLEND
TANK
35'Ø
4
Drawn by
FUTURE
WQ/DETENTION
POND LOCATION
5
270.43'
OPERATIONS/MAINTENANCE
(70) EMPLOYEE PARKING
DIGESTER #2
75'
Date
CONTAINER STORAGE
(197,809 SF)
ODOR
CONTROL
60'Ø
Designed by
11.5' DEDICATION
DIGESTER #1
75'Ø
ADJUSTED
PROPERTY LINE
ADJUSTED
PROPERTY LINE
DIGESTER
BUILDING
60'x40'
PIONEER DESIGN GROUP, INC.
FLEET MAINTENANCE
30' SETBACK
FUTURE ACCESS FROM
GARDEN ACRES TO BE DETERMINED
0.
8 ° D= 1 5 3 '
20 2 R
' 0 °1 1 = 6
1" '5 6
E 9 0.
14 " 00'
0.
26
'
L=44.22' R=30.00'
D=84°27'16"
C=N12°12'23"W 40.32'
L=22.17' R=215.15'
D=5°54'14"
C=S27°04'07"W 22.16'
L=34.22' R=30.00'
D=65°21'53"
C=N56°47'57"E 32.40'
S89°28'53"W
261.43'
SC ALES
TO COLLECTOR
STANDARD (TSP)
SIGN TO BE RELOCATED
WITH STREET
IMPROVMENTS
RICHARD BRENTANO
MEMORIAL PARK
CURDLOCK GATE
SORT BIOENERGY
999-174
S89°28'53"W 420.52'
SW RIDDER ROAD
PLANNING
2
7
9020 SW WASHINGTON SQUARE RD.
SUITE 170
PORTLAND, OREGON 97223
p 503.643.8286
f 844.715.4743
www.pd-grp.com
EXISTING DRIP LINE
E
EXISTING DRIP LINE
11463
11424
11684
11473
12011
12012
11475
11753
11437
11421
11431
12025
12306
12026
11436
11555
12028
12030
12029
11477
12031
11305
11492
11286
11288
11283
12042
12041
11716
11486
12040
11531
11529
11525
11528 11526
11527
11710
11708
11537
11196
11504
11706
11705
11506
11501
12096
11546
11254
11515
11516
11741
6541
6542
6543
6594
7565
6598
6597
6595
7561
7563
6614
6616
6617
6711
6713
11723
6721
12066 12080
12081
12082
7050
6722
W
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
W
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
5603
XSD
XSD
W
W
XSD
XSD
W
W
W
W
7284
XSD
W
W
XSD
- FENCE AS NOTED
- WATER METER
- 1' CONTOUR
W
XSD
W
XSD
Vert. Scale:
- 5' CONTOUR
- CONCRETE CURB
- EXISTING CONCRETE
- LIGHT POLE
7273
7276
7283
7277
7278
7279
W
W
W
11636
SW RIDDER ROAD
XSD
XSD
XSD
XSD
XSD
W
XSD
SORT BIOENERGY
- GAS VALVE
11635
7281
W
- EXISTING BUILDING FOOTPRINT
- COMMUNICATION PEDESTAL
7282
7280
W
W
XSD
- EXISTING ASPHALT PAVEMENT
- CATCH BASIN/AREA DRAIN
7274
- MAILBOX
W
W
- WATER VALVE
- STORM MANHOLE
7272
5596
S89°28'53"W 420.52'
W
W
- BOUNDARY LINE OF SUBJECT PARCEL
- UTILITY POLE WITH ANCHOR
7275
5597
5599
- DECIDUOUS TREE
- SANITARY MANHOLE
56015598
5600
- RIGHT-OF-WAY CENTERLINE
- FIRE HYDRANT
W
5604
- RIGHT-OF-WAY LINE
- GAS METER
GV
GV
W
XSD
Horiz. Scale:
W
W
W
W
W
W
W
7268
W
5956
5607
5608
XSD
W
- LOT LINE
- CONIFEROUS TREE
7267
W
13 STANDARD
PARKING SPACES
W
W
XSD
XSD
XSD
XSD
E
W
LEGEND:
7262
W
E
E
XSD
E
W
- UNDERGROUND POWER LINE
W
E
E
XSD
5674
W
W
FO
RM
ER
E
E
COE M
E
XSD
SCALES
W
COM
COM
W
E
W
- COMMUNICATION LINE
7285
E
W
W
W
W
W
W
W
W
W
SS
W
7263
REF.
W
W
SS
W
W
W
W
W
W
T
CO
M RA N
S
SS
SS
SS
W
W
13 STANDARD
PARKING SPACES
XSD
5610
W
SCALES
SS
XSD
XSD
SS
W
W
W
W
W
S00°20'02"E
641.29'
XSD
XSD
XSD
XSD
XSD
XSD
XSD
E
W
W
W
XSD
5675
W
XSD
W
W
- SANITARY SEWER LINE
- GAS LINE
7261
7286
XSD
W
SS
- WATER LINE
7266
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
7081
7265 7264
EO
XSD
W
XSD
XSD
5917
W
- STORM DRAINAGE LINE
SS
EO
6836
XSD
XSD
W
XSD
XSD
W
W
XSD
W
G
XSD
W
7082
W
EX. SD MH
RIM 221.11
XSD
IE IN
NORTH
217.91
XSD
IE IN SW
218.93
XS
XSD
XSD
W
5676
XSD
XSD
W
G
XSD
XSD
W
7080
EO
G
SS
W
6846
W
XSD
5677
W
W
G
XSD
W
W
LEGEND:
W
XSD
D
W
W
5919
5918
G
W
W
XSD
XSD
W
W
XSD
5679
W
W
5921
G
SS
W
W
7079
V
EO
G
XSD
5680
W
W
G
XSD SC ALES
XSD
W
W
W
12 STANDARD
PARKING SPACES
G
XSD
G
CO
G
5681
G
D
XS
W
XSD
XSD
D
XS
D
XS
XSD
XS
5916
XSD
D
XS
W
G
6368 D
W
5915
W
XSD
5912
XSD
SS
M
CO
U
XSD
5 STANDARD
PARKING
SPACES
5789
11 STANDARD
PARKING SPACES
PLUS 2 ADA SPACES
EX SSMH
RIM 224.94
IE IN NE 215.80
IE OUT WEST 215.76
4 STANDARD
PARKING 5729
SPACES
W
XSD
D
XS
W
D
XS
L=34.22' R=30.00'
D=65°21'53"
C=N56°47'57"E 32.40'
SS
D
XS
W
M
CO
W
D
XS
L=44.22' R=30.00'
D=84°27'16"
C=N12°12'23"W 40.32'
L=22.17' R=215.15'
D=5°54'14"
C=S27°04'07"W 22.16'
W
D
XS
D
XS
0.
W
8 ° D= 1 5 3 '
20 2 R
' 0 °1 1 = 6
1" '5 6
E 9 0.
14 " 00'
0.
26
'
M
CO
W
D
XS
EO
W
W
W
W
5798
5801
G
5823
M
CO
W
D
XS
W
D
XS
S4
C=
EX. SD MH
RIM 212.95
IE IN 24" NW 208.43
IE IN 12" NE 208.55
IE IN 12" SW 208.75
IE OUT 24" SE 208.05
W
D
XS
EO
W
XSD
E
W
XS
D
L=
14
W
W
XS
D
W
XS
D
D
XS
CONNECT TO EXISTING
FIRE SERVICE
INSTALL 8"X6" TEE
5827
D
XS
EX SS MH
RIM 218.76
IE IN EAST 204.76
IE OUT SW 204.66XSD
7303
7302
7301
6373
6372
6371
6370
6369
W
XS
D
6 TRAILER
SPACES
7305
7304
W
7306
6851
EO
E
OFFICES
TEMP
D
XS
D
XS
D
XS
7307
W
W
W
EX SD MH
RIM 220.78
IE IN NORTH 211.38
SUMP W/ COVER
IE NOT MEASURED
XSD
XS
D
XS
D
310.56'
N00°18'42"W
FRENCH DRAIN AT
BOTTOM OF RAMP
W
XS
D
S89°28'53"W
261.43'
XSD
XSD
XSD
XSD
W
W
W
W
W
W
W
W
W
11 TRAILER SPACES
XSD
E
XSD
XSD
E COM
XSD
XSD
E
6386
CO
7076
E
REDUCER
6270
6854
6852
XSD
2 X3SD
C=
2
N5 D . 7 X3SD
=
N89°28'53"E 3 ° 2 0 2 2 ° ' RX
' 4 1 3 =SD6
1.45'
6 " ' 2 0 0X
W 8 " .SD0
23
0' X
SD
1.
28
'
6273
6384 6383
6385
62728"X4"
6859
XSD
L=
6387
6388
XSD
XS
D
7418
7073
6853
6855
XSD
3CY RIP RAP
CLASS 50
7074
6856
E
6271
7407
E
SS
6860
6858
6857
XSD
XS
D
6267
EO
EO
XSD
XS
D
6265
15 TRUCK SPACES
7427
SS CO
RIM 224.75
IE = 222.0
SS CO
RIM 224.75
IE = 221.95
SS MH
RIM 222.66
IE IN(N) = 207.66
IE OUT(S) = 207.46
NEW IE IN(NW) = 208.00
7069
XSD
XSD
SS
7428
7393
XSD
6264
EO
XSD
XS
D
XS
D
XSD
SS
7429
XS
D
SS
FIRE SERVICE
SS
XSD
DI PUBLIC
W
W 232'
W 4" W
W
COM
X SD
W
SS
X SD
W
X SD
W
W
7067
E
3CY RIP RAP
CLASS 50
X SD
X SD
X SD
X SD
W
W
W
EO
SORT BIOENERGY
CITY OF WILSONVILLE, OREGON
XSD
XSD
XSD
XSD
XSD
XSD
W
W
7066
XSD WXSD W XSD
W
EX. SD MH
RIM 218.72
IE IN 24" W 212.82
IE IN 24" N 212.58
IE OUT 24" SE 212.42
W
W
EO
6864
SS
COMCOMCOM
XSD
W
XSD
W
W
XSD
W
7065
7068
E
W
X SD
W
W XSDW
SD CO
RIM=224.75
IE=215.94
SD CO
RIM 225.46
IE = 219.46
3' 5'
X SD
E
EO
XSD
W
COM
COM
SS CO
RIM 225.00
IE = 223.50
E
7064
28 TRUCK
SPACES
W
XSD
XSD
XSD
XSD
E
7061
7062
XSD
XSD
XSD
W
XSD
XSD
U
V
XSD
266.24'
COM
COM
N00°18'42"W
7060
CO
E
7058
XSD W XSDW
XSD
W
W
WATER SERVICE
487' 2" WIRSBO
W
W
W
W
W
EL=219.84
7472
7056
XSD
W
W
E
E
7059
W
W
W
E
7057
W
W
W
E
E
FUEL TANK
XSD
XSD
XSD
XSD
<-- S=3%
SS
W
W
E
12214
12208
12212
12211
7055
SS
W
12207
7047
W
COM
CONTAINER
STORAGE
AREA
2" WATER METER
W/ APPROVED
BACKFLOW PREVENTER
W
12088
12222
12221
12215
E
XSD
EL=221.08
7568
12085
12210
12209 12213
6720
660166026603 6606
W
COM
EL=222.07
CNG FACILITY
12090 12202
12201
12069
11734
12226
12225
Project No.
7564
6610 6611
6714
11739
6727
11722
6715
11694
6618 6712
555.00'
6609
6607
6608
<-- S=1%
7560
6604
6605
6600
12231
Date
7562
6612 6615
6596
12087
XSD
COM
6544
SS
7567
W
VACATED
11702 11701
11700
SS
GARDEN ACRES ROAD
6545
6546
12230
EXISTING CONDITIONS
7555
11214
11175
7558
7552
11213
11215
11235
11216
11174
7559
11173
7554
7556
11233
7553
7545 7546 7548
7557 11234
11212 11217
7549
11176
6549 6548
539.76'
11238
7547
6550
12236
Reviewed by
EL=221.41
7544 11172
7566
6547
6551
12229
Date
11250 11252
11178
12112
12114
12228
12227
12115
XSD
11171
12241
12240
12239
12237
12091
12092
11517
11170
12244
12242
12110
12235
12093
11539
11521
12309
11688
12246
12245
12251
12095
12094
12074
12072
12073
12071
12070
11743
11703
12248
12247
12039
12077
W
XSD
W
XSD
11195
11194
11549
11538
11523
11524
11508
12254
12253
12252
12107
12098
12097
12109
11751
11502
11498
11500
11499
12255
12044
12102
12104
12101 12105
12106
12100
11198
11494
11495
12043
12258
Drawn by
11292
12045
12038
11719
11715
11536
12034
12035
Date
11273
11303
12046
12037
11482
11304
11289
11270
11717
11552
12262
12261
12260
12036
11357
12263
12049
12048
12033
11274
12273
12271
12270
12268
12267
12264
12052
12054
12053
12055
12051
12050
12032
11284 11285
11287
12275
12056
11429
11428
11280 11281
12307
12308
12277
12057
11325
11269
12058
11554
11435
11272 11271
12305
12014
12027
11432 11434
12297
12296
12298
12299
12301
12024
12013
11425
12295
12294
12292
12293
12023
12010
11439
11451
EXISTING DRIP LINE
11277
12021
12019
12017
12018
12020 12022
Designed by
PGE POLE #561
12016
11466
11423
EXISTING DRIP LINE
11469
11448
11441
11444
11460
PIONEER DESIGN GROUP, INC.
11442
11443
11412
11456
11447 11449
E
11458
11414
11683
E
11385
11374 11377
11393 11398 11402 11406
11384 11388 11389
11392
11395 11400 11403 11408
11378 11380 11381
11372
11370
11464
12289
12015
11468
E
11368
11422
12284
11465
11461
11450
E
11366
11416
11080
11081
11446
E
11365
11082
11417
E
11371
E
11102
11100 11101
E
11093
E
11085
11390
11394 11397 11401 11405 11409
11382
11386
11415
11391 11396 11399 11404 11407 11410
11375 11376 11379
11387
11383
11413
11411
11373
E
11367 11369
W
W
999-174
PLANNING
3
7
9020 SW WASHINGTON SQUARE RD.
SUITE 170
PORTLAND, OREGON 97223
p 503.643.8286
f 844.715.4743
www.pd-grp.com
EXISTING TREE TABLE
11526
11527
11528
11529
11531
11536
11537
11538
11539
11546
11549
11552
11554
11555
11635
11636
11683
11684
11688
11694
11700
11701
11702
11703
11705
11706
11708
11710
11715
11716
11717
11719
11722
11723
11734
11739
11741
11743
11751
11753
12010
12011
12012
12013
12014
12015
12016
12017
12018
12019
12020
12021
12022
12023
12024
12025
12026
12027
12028
12029
12030
12031
12032
12033
12034
12035
12036
12037
12038
12039
12040
12041
12042
12043
12044
12045
12046
12048
12049
12050
12051
12052
12053
12054
12055
12056
12057
12058
12066
FI
FI
FI
FI
DE
FI
FI
DE
DE
DE
DE
FI
FI
DE
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
DE
FI
FI
FI
FI
DE
DE
FI
DE
DE
FI
FI
FI
FI
FI
FI
MA
FI
FI
FI
FI
FI
FI
FI
FI
FI
DE
FI
FI
FI
FI
FI
FI
FI
FI
FI
MA
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
DE
FI
DE
20"
24"
20"
24"
12"
28"
18"
2x6"
6"
14"
8"
42"
16"
12"
56"
22"
22"
32"
52"
24"
16"
20"
30"
20"
20"
14"
36"
36"
32"
24"
8"
32"
28"
24"
12"
6"
10"
26"
8",10"
12"
18"
38"
26"
22"
6"
46"
8"
10"
22"
22"
8"
32"
26"
14"
16"
18"
8"
8",32"
34"
16"
14"
26"
26"
26"
28"
44"
22"
8"
28"
32"
8"
28"
28"
24"
20"
12"
22"
24"
14"
16"
8",30"
14"
14"
12"
18"
18"
8",12"
18"
8"
12069
12070
12071
12072
12073
12074
12077
12080
12081
12082
12085
12087
12088
12090
12091
12092
12093
12094
12095
12096
12097
12098
12100
12101
12102
12104
12105
12106
12107
12109
12110
12112
12114
12115
12201
12202
12207
12208
12209
12210
12211
12212
12213
12214
12215
12221
12222
12225
12226
12227
12228
12229
12230
12231
12235
12236
12237
12239
12240
12241
12242
12244
12245
12246
12247
12248
12251
12252
12253
12254
12255
12258
12260
12261
12262
12263
12264
12267
12268
12270
12271
12273
12275
12277
12284
12289
12292
12293
12294
FI
FI
FI
FI
FI
FI
FI
FI
DE
MA
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
FI
FI
DE
DE
CE
DE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
EV
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
FI
DE
DE
CE
34"
34"
28"
28"
16"
26"
32"
42"
6"
10"
18"
26"
36"
26"
18"
12"
20"
22"
26"
34"
20"
26"
16"
14"
12"
24"
12"
28"
8",16"
24"
10"
12"
20"
18"
22"
30"
14"
10"
8"
18"
12"
20"
8"
12"
12"
18"
8"
6"
18"
16"
14"
8"
2X12"
18"
10"
16"
16"
10"
20"
18"
14"
30"
24"
14"
12"
22"
38"
38"
12"
36"
14"
44"
14"
18"
10"
14"
10"
14",18"
18"
8"
18"
16"
18",18"
12"
20"
26"
12"
8"
12"
Vert. Scale:
24"
12"
24"
18"
22"
6"
12"
24"
18"
14"
14"
14"
26"
16"
14"
18"
10"
10"
28"
20"
14"
14"
22"
18"
2x8"
2x12"
20"
10"
6"
6"
22"
6"
36"
8"
14"
38"
12"
26"
26"
28"
12"
24"
36"
8"
12"
24"
22"
20"
28"
20"
18"
26"
8"
26"
16"
6"
30"
10"
18"
12"
14"
16"
12"
32"
28"
30"
6"
38"
14"
10"
8"
12"
14"
2x8"
10"
8"
8"
16"
16"
12"
60"
8"
10"
8"
8"
6"
6"
12"
PIONEER DESIGN GROUP, INC.
FI
FI
FI
FI
FI
DE
DE
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
EV
FI
FI
FI
FI
FI
PI
DE
PI
DE
DE
DE
FI
DE
FI
DE
FI
FI
DE
FI
FI
FI
FI
FI
FI
DE
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
DE
FI
DE
FI
FI
FI
FI
DE
FI
FI
FI
DE
FI
DE
DE
DE
DE
DE
DE
DE
DE
DE
FI
FI
DE
FI
DE
DE
DE
DE
DE
DE
DE
TYPE DBHI
SORT BIOENERGY
CITY OF WILSONVILLE, OREGON
11387
11388
11389
11390
11391
11392
11393
11394
11395
11396
11397
11398
11399
11400
11401
11402
11403
11404
11405
11406
11407
11408
11409
11410
11411
11412
11413
11414
11415
11416
11417
11421
11422
11423
11424
11425
11428
11429
11431
11432
11434
11435
11436
11437
11439
11441
11442
11443
11444
11446
11447
11448
11449
11450
11451
11456
11458
11460
11461
11463
11464
11465
11466
11468
11469
11473
11475
11477
11482
11486
11492
11494
11495
11498
11499
11500
11501
11502
11504
11506
11508
11515
11516
11517
11521
11523
11524
11525
NUMBER
Horiz. Scale:
6"
6"
10"
8"
8"
8"
12"
8"
16"
24"
12"
12"
18"
22"
30"
30"
6" 8"
6"
36"
28"
36"
14"
42"
32"
18"
6"
16"
8"
28"
34"
22"
26"
10"
6"
6"
6"
8"
6"
3x6"
8"
12"
8" 12"
28"
24"
42"
16"
8"
14"
14"
12"
14"
32"
12"
12"
6"
18"
12"
16"
20"
8"
14"
72"
12"
32"
30"
30"
12", 2x14"
26"
18"
14"
14"
10"
22"
10"
36"
30"
30"
22"
8"
20"
18"
20"
6"
28"
10"
14"
18"
24"
10"
TYPE DBHI
REF.
MA
MA
MA
MA
MA
MA
MA
DE
DE
DE
DE
DE
DE
FI
FI
FI
DE
MA
PI
PI
PI
DE
FI
FI
FI
MA
FI
MA
FI
FI
FI
DE
DE
MA
MA
MA
MA
MA
MA
MA
MA
MA
CE
MA
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
DE
PI
PI
PI
MA
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
DE
FI
FI
FI
DE
FI
FI
FI
FI
FI
FI
NUMBER
Project No.
7553
7554
7555
7556
7557
7558
7559
7560
7561
7562
7563
7564
7565
11080
11081
11082
11085
11093
11100
11101
11102
11170
11171
11172
11173
11174
11175
11176
11178
11194
11195
11196
11198
11212
11213
11214
11215
11216
11217
11233
11234
11235
11250
11252
11254
11269
11270
11271
11272
11273
11274
11277
11280
11281
11283
11284
11285
11286
11287
11288
11289
11292
11303
11304
11305
11325
11357
11365
11366
11367
11368
11369
11370
11371
11372
11373
11374
11375
11376
11377
11378
11379
11380
11381
11382
11383
11384
11385
11386
TYPE DBHI
Date
32"
12"
12"
22"
20"
30"
27"
26"
26"
24"
29"
36""
20"
12"
8"
15"
14"
48"
10"
46"
18"
24"
27"
22"
21"
23"
32"
28"
24"
29"
13"
10"
32"
60"
36"
10"
20"
18"
32"
28"
16"
12"
24"
12"
16"
16"
22"
10"
25"
36"
36"
36"
21"
36"
22"
24"
26"
28"
22"
12"
28"
28"
26"
10"
16"
18"
24"
12"
20"
16"
12"
20"
10"
10"
10"
8"
8"
8"
9"
9"
10"
8"
32"
36"
8"
24"
16"
6"
8"
7"
NUMBER
Reviewed by
FI
CE
CE
FI
DE
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
DE
DE
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
AP
DE
PI
DE
FI
FI
FI
DE
FI
FI
FI
FI
DE
FI
DE
FI
FI
DE
MA
MA
TYPE DBHI
EXISTING CONDITIONS
TREE TABLE
6720
6721
6722
6727
6836
6846
6851
6852
6853
6854
6855
6856
6857
6858
6859
6860
6864
7047
7050
7055
7056
7057
7058
7059
7060
7061
7062
7064
7065
7066
7067
7068
7069
7073
7074
7076
7079
7080
7081
7082
7261
7262
7263
7264
7265
7266
7267
7268
7272
7273
7274
7275
7276
7277
7278
7279
7280
7281
7282
7283
7284
7285
7286
7301
7302
7303
7304
7305
7306
7307
7393
7407
7418
7427
7428
7429
7432
7433
7448
7451
7454
7461
7472
7544
7545
7546
7547
7548
7549
7552
NUMBER
Date
28"
7"
12"
25"
26"
25"
7"
18"
10"
17"
6"
12"
10"
10"
12"
9"
8"
8"
14"
6"
10"
10"
10"
6"
7"
6"
8"
6"
7"
8"
12"
16"
9"
8"
10"
8"
8"
8"
12"
6"
18"
18"
6"
10"
16"
10"
8"
8"
10"
12"
8"
10"
12"
12"
12"
8"
9"
32"
10"
8"
10"
12"
32"
20"
13"
16"
12"
10"
14"
20"
12"
6"
18"
10"
20"
36"
15"
15"
14"
10"
36"
30"
30"
34"
30"
8"
21"
24"
28"
22"
TYPE DBHI
Drawn by
FI
DE
FI
FI
FI
FI
DE
FI
DE
FI
DE
MA
MA
MA
MA
MA
MA
MA
OA
DE
DE
DE
DE
DE
DE
DE
DE
DE
DE
DE
DE
OA
PI
PI
PI
PI
PI
PI
PI
DE
FI
FI
FI
FI
FI
PI
PI
DE
FI
PI
PI
FI
FI
CE
FI
PI
FI
PI
FI
PI
FI
PI
FI
FI
FI
FI
FI
FI
FI
FI
FI
CE
FI
FI
PI
FI
PI
PI
PI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
FI
NUMBER
Date
5596
5597
5598
5599
5600
5601
5603
5604
5607
5608
5610
5674
5675
5676
5677
5679
5680
5681
5729
5789
5798
5801
5823
5827
5912
5915
5916
5917
5918
5919
5921
5956
6264
6265
6267
6270
6271
6272
6273
6368
6369
6370
6371
6372
6373
6383
6384
6385
6386
6387
6388
6541
6542
6543
6544
6545
6546
6547
6548
6549
6550
6551
6594
6595
6596
6597
6598
6600
6601
6602
6603
6604
6605
6606
6607
6608
6609
6610
6611
6612
6614
6615
6616
6617
6618
6711
6712
6713
6714
6715
TYPE DBHI
Designed by
NUMBER
SORT BIOENERGY
999-174
PLANNING
4
7
DIGESTER #1
75'Ø
E
ODOR
CONTROL
60'Ø
DIGESTER #2
75'
PIONEER DESIGN GROUP, INC.
DIGESTER
BUILDING
60'x40'
E
826.99'
E
30' SETBACK
PGE POLE #561
9020 SW WASHINGTON SQUARE RD.
SUITE 170
PORTLAND, OREGON 97223
p 503.643.8286
f 844.715.4743
www.pd-grp.com
POST DIGEST
TANK 35'Ø
E
PROPOSED 10' PGE ESMT.
FLARE
50'Ø
CLEAR
PROPOSED POWER VAULT
PROPOSED POWER VAULT
PROPOSED TEMPORARY
10' GRAVEL ACCESS
5
BLEND
TANK
35'Ø
4
E
PROPOSED 10' PGE ESMT.
BIOGAS
STORAGE
30' SETBACK
1
RESERVED
FOR WWTP
270.43'
FOOD WASTE
DEPACKAGING
150'x145'
2
PROPOSED POWER VAULT
PROPOSED FENCE TO BE
WITHIN 10-15 FEET OF
PROPERTY LINE AND
ADJUSTED IN THE FIELD TO
PROTECT EXISTING TREES.
E
PROPOSED 20' TVF&R
SECONDARY ACCESS
E
SOLIDS
STORAGE
E
11.5' DEDICATION
E
E
3
GENERATION
UNITS
PROPOSED FDC
EL=221.41
W
W
W
W
W
W
W
W
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
W
XSD
W
XSD
XSD
W
W
XSD
W
XSD
W
W
XSD
W
SORT BIOENERGY
CITY OF WILSONVILLE, OREGON
Date
Date
Date
REF.
Drawn by
Reviewed by
Project No.
Vert. Scale:
Horiz. Scale:
EXISTING DECIDUOUS TREE
TO BE SAVED
W
W
XSD
S00°20'02"E
641.29'
W
W
W
W
W
W
Designed by
W
W
W
W
W
TREE TO BE REMOVED
XSD
W
W
XSD
XSD
W
W
XSD
W
XSD
SORT BIOENERGY
999-174
W
S89°28'53"W 420.52'
GV
E
W
W
W
W
XSD
XSD
EXISTING EVERGREEN TREE
TO BE SAVED
W
XSD
E
W
E
W
W
W
W
W
W
W
W
W
W
SS
E
E
E
XSD
13 STANDARD
PARKING SPACES
W
W
FO
RM
ER
E
E
W
W
E
XSD
XSD
XSD
XSD
XSD
PROPOSED 5' CONTOUR
W
W
W
XSD
XSD
PROPOSED 1' CONTOUR
W
COM
T
CO
M RA N
S
SS
SS
SS
E
W
XSD
XSD
EXISTING 5' CONTOUR
W
XSD
W
XSD
W
W
W
W
W
SW RIDDER ROAD
XSD
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
W
XSD
SS
W
XSD
XSD
XSD
XSD
XSD
SS
XSD
W
W
W
W
W
COM
W
XSD
E
XSD
W
SCALES
XSD
XSD
W
W
W
W
W
W
W
W
XSD
SS
W
W
W
W
COE M
XSD
310.56'
N00°18'42"W
XSD
XSD
XSD
E
XSD
W
13 STANDARD
PARKING SPACES
XSD
E
XSD
XSD
XSD
XSD
XSD
XSD
W
XSD
W
EX. SD MH
RIM 221.11
IE IN NORTH
XSD 217.91
IE IN SW
218.93
XS
XSD
EXISTING 1' CONTOUR
W
XSD
W
LEGEND
XSD
XSD
W
XSD
W
W
G
XSD
W
XSD
G
XSD
W
EO
G
XSD
W
G
W
W
XSD
XSD
XSD
W
G
W
XSD
XSD
W
G
XSD
XSD
W
EO
EO
G
SS
XSD
W
XSD
XSD
W
W
G
XSD
12 STANDARD
PARKING SPACES
G
SS
XSD
W
G
W
D
W
G
W
XSD
XSD
W
W
W
XSD
D
XS
XSD SC ALES
XSD
W
W
W
XSD
XSD
W
W
W
W
XSD
CO
W
W
D
XS
D
XS
W
EX SSMH
RIM 224.94
IE IN NE 215.80
IE OUT WEST 215.76
4 STANDARD
PARKING
SPACES
W
XSD
M
CO
11 STANDARD
PARKING SPACES
PLUS 2 ADA SPACES
G
W
D
XS
D
XS
XSD
D
XS
W
W
SS
M
CO
W
XSD
D
XS
W
G
EXISTING
SCALE
FACILITY
V
EO
XSD
5 STANDARD
PARKING
SPACES
G
W
D
XS
L=34.22' R=30.00'
D=65°21'53"
C=N56°47'57"E 32.40'
W
M
CO
M
CO
SS
D
XS
D
XS
0.
W
8 ° D= 1 5 3 '
20 2 R
' 0 °1 1 = 6
1" ' 5 6
E 9 0.
14 " 00
'
0.
26
'
D
XS
U
W
W
W
W
W
EXSD
W
D
XS
W
L=44.22' R=30.00'
D=84°27'16"
C=N12°12'23"W 40.32'
L=22.17' R=215.15'
D=5°54'14"
C=S27°04'07"W 22.16'
D
XS
D
XS
D
XS
W
D
XS
C=
S4
W
W
XS
D
L=
14
W
W
XS
D
EX. SD MH
RIM 212.95
IE IN 24" NW 208.43
IE IN 12" NE 208.55
IE IN 12" SW 208.75
IE OUT 24" SE 208.05
EX SS MH
RIM 218.76
IE IN EAST 204.76
IE OUT SW 204.66 XSD
W
XS
D
D
XS
CONNECT TO EXISTING
FIRE SERVICE
INSTALL 8"X6" TEE
D
XS
D
XS
D
XS
6 TRAILER
SPACES
XS
D
XS
D
W
XSD
XS
D
XS
D
S89°28'53"W
261.43'
OFFICES
TEMP
W
EX SD MH
RIM 220.78
IE IN NORTH 211.38
SUMP W/ COVER
IE NOT MEASURED
W
W
E
11 TRAILER SPACES
EO
XSD
2 X3SD
2
N5 D . 7 X3SD
=
3° 2 '
N89°28'53"E
2 0 2 ° R XS
' 4 1 3 = D6
1.45'
6 " ' 2 0 0X
W 8 " .SD0
0'X
23
SD
1.
28
'
C=
EO
XSD
L=
XSD
XS
D
8"X4" REDUCER
FRENCH DRAIN AT
BOTTOM OF RAMP
EO
XSD
3CY RIP RAP
CLASS 50
XSD
XSD
XSD
E
XSD
XSD
E COM
XSD
XS
D
CO
E
SS
PROPOSED PATH FROM RIDDER
ROAD TO PARKING LOT
XSD
XS
D
SS CO
RIM 224.75
IE = 222.0
SS CO
RIM 224.75
IE = 221.95
SS MH
RIM 222.66
IE IN(N) = 207.66
IE OUT(S) = 207.46
NEW IE IN(NW) = 208.00
EO
EO
E
15 TRUCK SPACES
XSD
XSD
SS
XS
D
XS
D
XSD
XSD
SS
EO
SCALES
XSD
W
SS
XS
D
XSD
XSD
DI PUBLIC
232'
W
W 4" W
FIRE SERVICE
SS
W
XSD
W
W
COM
X SD
X SD
W
X SD
SS
W
W
W
E
3CY RIP RAP
CLASS 50
X SD
X SD
X SD
X SD
W
W
W
W
W
E
EL=219.84
EX. SD MH
RIM 218.72
IE IN 24" W 212.82
IE IN 24" N 212.58
IE OUT 24" SE 212.42
W
PRELIMINARY GRADING PLAN
XSD
XSD
XSD
XSD
W
W
SS
COMCOMCOM
XSD
W
XSD
W
XSD
W
FUEL TANK
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
COM
COM
266.24'
COM
COM
N00°18'42"W
W
XSD WXSD W XSD
W
COM
COM
WATER SERVICE
487' 2" WIRSBO
W
W
W
W
EO
W
SS
W
EO
E
W
W
E
EO
XSD
W
W
28 TRUCK
SPACES
XSD W XSDW
XSD
W
W
W
W
E
XSD
W
W
3' 5'
X SD
E
E
XSD
XSD
XSD
XSD
XSD
SD CO
RIM=224.75
IE=215.94
SD CO
RIM 225.46
IE = 219.46
SS
W
SS
W
X SD
W
W XSDW
E
W
2" WATER METER
W/ APPROVED
BACKFLOW PREVENTER
W
SS CO
RIM 225.00
IE = 223.50
E
W
U
V
CO
SS
GARDEN ACRES ROAD
EX. HYDRANT TO
BE RELOCATED
EX. ISLAND TO
BE PAVED
W
CONTAINER
STORAGE
AREA
<-- S=3%
W
EL=221.08
E
E
EMPLOYEE
PARKING
W
COM
XSD
PROPOSED
HYDRANT
LOCATION
XSD
EL=222.07
E
E
<-- S=1%
VACATED
E
555.00'
539.76'
CNG FACILITY
30' SETBACK
E
PROPOSED WATER
QUALITY FACILITY
W
W
PLANNING
5
7
DIGESTER #1
75'Ø
E
ODOR
CONTROL
60'Ø
DIGESTER #2
75'
PIONEER DESIGN GROUP, INC.
DIGESTER
BUILDING
60'x40'
E
826.99'
E
30' SETBACK
PGE POLE #561
9020 SW WASHINGTON SQUARE RD.
SUITE 170
PORTLAND, OREGON 97223
p 503.643.8286
f 844.715.4743
www.pd-grp.com
POST DIGEST
TANK 35'Ø
E
PROPOSED 10' PGE ESMT.
FLARE
50'Ø
CLEAR
PROPOSED POWER VAULT
PROPOSED POWER VAULT
PROPOSED TEMPORARY
10' GRAVEL ACCESS
5
BLEND
TANK
35'Ø
4
E
PROPOSED 10' PGE ESMT.
BIOGAS
STORAGE
30' SETBACK
1
RESERVED
FOR WWTP
270.43'
FOOD WASTE
DEPACKAGING
150'x145'
2
PROPOSED POWER VAULT
PROPOSED FENCE TO BE
WITHIN 10-15 FEET OF
PROPERTY LINE AND
ADJUSTED IN THE FIELD TO
PROTECT EXISTING TREES.
E
PROPOSED 20' TVF&R
SECONDARY ACCESS
E
SOLIDS
STORAGE
E
11.5' DEDICATION
E
E
3
GENERATION
UNITS
PROPOSED FDC
EL=221.41
W
W
W
W
W
W
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
W
XSD
W
XSD
XSD
W
W
XSD
W
XSD
W
XSD
W
XSD
W
W
XSD
XSD
SORT BIOENERGY
CITY OF WILSONVILLE, OREGON
Date
Date
Date
REF.
Drawn by
Reviewed by
Project No.
Vert. Scale:
Horiz. Scale:
PROPOSED SANITARY LINE & MANHOLE
PROPOSED WATERLINE, VALVE &
BLOWOFF
PROPOSED HYDRANT
W
XSD
W
W
S00°20'02"E
641.29'
W
W
W
W
W
W
W
W
W
PROPOSED STORM LINE & MANHOLE
W
W
XSD
XSD
W
W
XSD
W
XSD
SORT BIOENERGY
W
999-174
W
XSD
W
XSD
W
W
W
W
W
SW RIDDER ROAD
XSD
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
W
XSD
W
PROPOSED CURB AND GUTTER
W
W
S89°28'53"W 420.52'
GV
E
W
PROPOSED PAVEMENT
W
E
W
E
W
BOUNDARY LINE
W
E
COE M
13 STANDARD
PARKING SPACES
XSD
XSD
XSD
XSD
E
W
SS
E
E
E
XSD
W
E
XSD
XSD
XSD
Designed by
W
W
OR
M
ER
E
W
W
E
W
W
XSD
XSD
XSD
PROPOSED LOT LINE
W
COM
T
CO
M RA N
SF
XSD
SS
W
W
W
W
W
W
W
SS
W
COM
SS
W
W
W
COM
W
XSD
W
SCALES
SS
W
XSD
XSD
XSD
XSD
XSD
W
W
W
W
SS
W
W
W
310.56'
N00°18'42"W
W
XSD
W
W
W
W
W
W
W
XSD
W
XSD
W
13 STANDARD
PARKING SPACES
XSD
E
XSD
W
E
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
EX. SD MH
RIM 221.11
IE IN NORTH
XSD 217.91
IE IN SW
218.93
XS
XSD
XSD
XSD
W
XSD
XSD
W
XSD
W
XSD
W
G
XSD
W
XSD
W
XSD
XSD
XSD
W
XSD
W
W
W
PROPOSED RIGHT-OF-WAY
XSD
G
W
XSD
XSD
W
EO
G
XSD
XSD
W
G
SS
XSD
W
XSD
XSD
W
W
G
SS
XSD
W
W
PROPOSED EASEMENT LINE
PROPOSED CENTERLINE
G
XSD
D
W
W
W
LEGEND
EO
EO
G
XSD
W
W
W
G
W
W
W
XSD
D
XS
XSD SC ALES
XSD
12 STANDARD
PARKING SPACES
G
XSD
W
W
W
G
XSD
CO
W
W
XSD
D
XS
W
G
XSD
XSD
D
XS
D
XS
XSD
W
D
XS
W
W
SS
D
XS
EX SSMH
RIM 224.94
IE IN NE 215.80
IE OUT WEST 215.76
4 STANDARD
PARKING
SPACES
W
D
XS
L=34.22' R=30.00'
D=65°21'53"
C=N56°47'57"E 32.40'
XSD
D
XS
M
CO
11 STANDARD
PARKING SPACES
PLUS 2 ADA SPACES
G
D
XS
L=44.22' R=30.00'
D=84°27'16"
C=N12°12'23"W 40.32'
L=22.17' R=215.15'
D=5°54'14"
C=S27°04'07"W 22.16'
SS
D
XS
W
M
CO
W
D
XS
W
M
CO
W
C=
EX. SD MH
RIM 212.95
IE IN 24" NW 208.43
IE IN 12" NE 208.55
IE IN 12" SW 208.75
IE OUT 24" SE 208.05
D
XS
D
XS
L=
14
W
S 4 D 0.
W
8° =1 53'
20 2 R
' 0 °1 1 = 6
1" '5 6
E 9 0.
14 " 00
'
0.
26
'
G
G
D
XS
W
M
CO
W
W
D
XS
W
XS
D
XS
D
W
D
XS
5 STANDARD
PARKING
SPACES
EXISTING
SCALE
FACILITY
V
EO
XSD
EXSD
W
EX SS MH
RIM 218.76
IE IN EAST 204.76
IE OUT SW 204.66XSD
W
XS
D
W
6 TRAILER
SPACES
XS
D
XS
D
W
D
XS
D
XS
CONNECT TO EXISTING
FIRE SERVICE
INSTALL 8"X6" TEE
D
XS
D
XS
U
W
W
W
W
W
E
W
XSD
XS
D
XS
D
S89°28'53"W
261.43'
OFFICES
TEMP
W
EX SD MH
RIM 220.78
IE IN NORTH 211.38
SUMP W/ COVER
IE NOT MEASURED
W
W
E
11 TRAILER SPACES
EO
XSD
2 3XSD
2
N5 D . 7 X3SD
=
3° 2 '
N89°28'53"E
2 0 2 ° RX=S
' 4 1 3 D6
1.45'
6 " ' 2 0 0X
W 8 " .SD0
0' X
23
SD
1.
28
'
C=
EO
XSD
L=
XSD
XS
D
8"X4" REDUCER
FRENCH DRAIN AT
BOTTOM OF RAMP
EO
XSD
3CY RIP RAP
CLASS 50
XSD
XSD
XSD
E
XSD
XSD
E COM
XSD
XS
D
CO
XSD
XS
D
SS
PROPOSED PATH FROM RIDDER
ROAD TO PARKING LOT
E
15 TRUCK SPACES
EO
EO
XSD
SS
XSD
XSD
SS
XS
D
SS CO
RIM 224.75
IE = 222.0
SS CO
RIM 224.75
IE = 221.95
SS MH
RIM 222.66
IE IN(N) = 207.66
IE OUT(S) = 207.46
NEW IE IN(NW) = 208.00
W
SS
XSD
XSD
W
XSD
EO
SCALES
SS
FIRE SERVICE
XS
D
XS
D
XSD
XSD
DI PUBLIC
W
W 4" W
W 232'
W
XSD
W
SS
X SD
X SD
W
X SD
W
W
PRELIMINARY UTILITIES AND
ACCESS PLAN
XSD
XSD
XSD
XSD
W
E
3CY RIP RAP
CLASS 50
X SD
X SD
X SD
X SD
W
SS
COMCOMCOM
XSD
W
W
E
EL=219.84
EX. SD MH
RIM 218.72
IE IN 24" W 212.82
IE IN 24" N 212.58
IE OUT 24" SE 212.42
W
W
XSD
W
XSD
W
W
FUEL TANK
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
COM
COM
266.24'
COM
COM
N00°18'42"W
W
SS
COM
W
XSD WXSD W XSD
W
COM
WATER SERVICE
487' 2" WIRSBO
W
W
W
W
W
EO
W
SS
W
EO
E
W
E
EO
XSD
W
W
28 TRUCK
SPACES
XSD W XSDW
XSD
W
W
W
W
E
XSD
W
W
W
3' 5'
X SD
E
E
XSD
XSD
XSD
XSD
XSD
SD CO
RIM=224.75
IE=215.94
SD CO
RIM 225.46
IE = 219.46
SS
W
SS
W
X SD
W
W XSDW
E
W
2" WATER METER
W/ APPROVED
BACKFLOW PREVENTER
W
SS CO
RIM 225.00
IE = 223.50
E
W
U
V
CO
SS
GARDEN ACRES ROAD
EX. HYDRANT TO
BE RELOCATED
EX. ISLAND TO
BE PAVED
W
CONTAINER
STORAGE
AREA
<-- S=3%
W
EL=221.08
E
E
EMPLOYEE
PARKING
W
COM
XSD
PROPOSED
HYDRANT
LOCATION
XSD
EL=222.07
E
E
<-- S=1%
VACATED
E
555.00'
539.76'
CNG FACILITY
30' SETBACK
E
PROPOSED WATER
QUALITY FACILITY
W
W
PLANNING
6
7
9020 SW WASHINGTON SQUARE RD.
SUITE 170
PORTLAND, OREGON 97223
p 503.643.8286
f 844.715.4743
www.pd-grp.com
SW
O
BO
NE
SF
ER
INTERSTATE 5
FLARE
50'Ø
CLEAR
PROPOSED POWER VAULT
PROPOSED POWER VAULT
POST DIGEST
TANK 35'Ø
8 26.99'
DIGESTER #1
75'Ø
ODOR
CONTROL
60'Ø
DIGESTER #2
75'
5
14
0.
8 ° D= 1 5 3
20 2 ' R
' 0 ° 11 = 6
1" '5 6
E 9 0.
14 " 00 '
0.
26
'
L=
C=
S4
SCALES
L=44.22' R=30.00'
D=84°27'16"
C =N12°12'23"W 40.32'
L=22.17' R=215.15'
D=5°54'14"
C =S27°04'07"W 22.16'
L=34.22' R=30.00'
D=65°21'53"
C =N56°47'57"E 32.40'
S89°28'53"W 420.52'
S W R I D D E R ROAD
S89°28'53"W
261.43'
SW RIDDER RD.
PETERS RD.
E.
SW 95TH AV
Vert. Scale:
23
2
D .7
3° = 2 3'
20 2° R
' 4 13 = 6
6 " ' 2 00
W 8 " .0
23
0'
1.
28
'
SORT BIOENERGY
CITY OF WILSONVILLE, OREGON
EXISTING
SCALE
FACILITY
L=
N5
S00°20'02"E
641.29'
SCALES
SCALES
C=
N89°28'53"E
1.45'
Horiz. Scale:
FUEL TANK
EX. HYD RANT TO
BE RELOC ATED
266.24'
N00°18'42"W
G A R D E N A C R E S ROAD
EMPLOYEE
PARKING
EX. ISLAND TO
BE PAVED
PROPOSED PATH F ROM RIDDER
ROAD TO PARKING LOT
VAC ATED
RD.
310.56'
N00°18'42"W
TER
PROPOSED
HYD RANT
LOC ATION
30' SETBACK
REF.
PROPOSED FDC
Project No.
3
GENERATION
UNITS
PROPOSED WATER
QUALITY FACILITY
CLU
T
PROPOSED FENC E TO BE
WITHIN 10 -1 5 FEET OF
PROPERTY LINE AND
ADJUSTED IN THE FIELD TO
PROTECT EXISTING TREES.
Date
2 70.43'
FOOD WASTE
DEPACKAGING
150'x145'
2
PROPOSED POWER VAULT
Reviewed by
1
RESERVED
FOR WWTP
CIRCULATION AND AERIAL PLAN
BIOGAS
STORAGE
Date
PROPOSED 20' TVF&R
SEC OND ARY ACCESS
SW
BLEND
TANK
35'Ø
4
SOLIDS
STORAGE
Drawn by
PROPOSED 10 ' PGE ESMT.
30' SETBACK
1 1.5 ' D EDICATION
Date
HA
GR
A
SW
30' SETBACK
DIG E STER
B UIL DING
6 0'x4 0'
Designed by
MS
FE
RR
YR
D.
.
RD
PIONEER DESIGN GROUP, INC.
RY
PROPOSED TEMPORARY
1 0' GRAVEL AC CESS
PROPOSED 10 ' PGE ESMT.
SW 95TH AVE.
SW GARDEN ACRES RD.
SW COMMERCE CIR.
LEGEND
PROPOSED PEDESTRIAN CIRCULATION
EXISTING PEDESTRIAN CIRCULATION
PROPOSED VEHICULAR / BICYCLE CIRCULATION
EXISTING VEHICULAR / BICYCLE CIRCULATION
SORT BIOENERGY
999-174
PLANNING
7
7
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
J
J
12' x 14'
ROLL-UP DOOR
ELECTRICAL/
CONTROLS
ROOM
I
I
66'-0"
30' x 10'
H
H
2 STORY
36' x 24'
MAIN FLOOR
UTILITIES
2ND FLOOR OFFICE
& LAB
G
STAGING
AREA
REJECT
STAGING
AREA
150'-0"
F
G
F
15' x 15'
20' x 20'
FLOOR PLAN - 2ND FLOOR
SCALE: 3/32" = 1'-0"
E
6'
32'
84'-0"
0
E
D
D
20' x 30' FABRIC
ROLL-UP DOOR
(TYP-3)
C
B
B
150'-0"
FLOOR PLAN
SCALE: 3/32" = 1'-0"
N:\10406 SHOR\DWG\Wilsonville\A1.0-10406RB.dwg, 3/15/2016 6:56:38 AM, DWG To PDF.pc3
A
0
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
9
8
6'
7
A
32'
6
5
DESIGNED:
JF
DRAWN:
JN
CHECKED:
JF
APPROVED:
PROJECT DATE:
RDP
Mar. 2016
PROJECT NO.:
SCALE:
AS NOTED
4
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
RECEIVING BUILDING
FLOOR PLAN
A1.0
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
C
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
J
I
I
H
H
34'-8"
J
G
G
NORTH ELEVATION
F
F
SCALE: 1/8" = 1'-0"
0 1'
8'
E
D
D
C
C
B
B
SOUTH ELEVATION
N:\10406 SHOR\DWG\Wilsonville\A1.1-10406RB.dwg, 3/15/2016 6:59:01 AM, DWG To PDF.pc3
A
A
SCALE: 1/8" = 1'-0"
0 1'
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
8'
10
9
8
7
6
5
DESIGNED:
JF
DRAWN:
JN
CHECKED:
JF
APPROVED:
PROJECT DATE:
RDP
Mar. 2016
PROJECT NO.:
SCALE:
AS NOTED
4
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
RECEIVING BUILDING
ELEVATIONS
A1.1
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
34'-8"
E
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
J
I
I
H
H
39'-6"
J
G
G
EAST ELEVATION
SCALE: 1/8" = 1'-0"
F
F
0 1'
8'
E
D
D
C
C
B
B
WEST ELEVATION
N:\10406 SHOR\DWG\Wilsonville\A1.1-10406RB.dwg, 3/15/2016 6:58:28 AM, DWG To PDF.pc3
A
A
SCALE: 1/8" = 1'-0"
0 1'
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
8'
9
8
7
6
5
DESIGNED:
JF
DRAWN:
JN
CHECKED:
JF
APPROVED:
PROJECT DATE:
RDP
Mar. 2016
PROJECT NO.:
SCALE:
AS NOTED
4
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
RECEIVING BUILDING
ELEVATIONS
A1.2
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
39'-6"
E
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
J
J
I
I
70'-0"
12' x 14'
ROLL-UP DOOR
H
H
10'-0"
G
F
F
40'-0"
G
E
D
D
C
C
B
B
FLOOR PLAN
SCALE: 1/4" = 1'-0"
N:\10406 SHOR\DWG\Wilsonville\A2.0-10406RA.dwg, 3/15/2016 6:57:59 AM, DWG To PDF.pc3
A
0
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
9
1'
A
4'
8
7
6
5
DESIGNED:
JF
DRAWN:
JN
CHECKED:
JF
APPROVED:
PROJECT DATE:
RDP
Mar. 2016
PROJECT NO.:
SCALE:
AS NOTED
4
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
DIGESTER MECHANICAL BUILDING
FLOOR PLAN
A2.0
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
ELECTRICAL/
CONTROLS
ROOM
25'-0"
E
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
J
I
I
H
H
G
G
12'-0"
J
EAST
F
F
E
D
D
19'-7"
E
C
C
70'-0"
SOUTH
WEST
B
B
DIGESTER MECHANICAL BUILDING
ELEVATIONS
1/8"=1'-0"
0 1'
8'
N:\10406 SHOR\DWG\Wilsonville\A2.1-10406RA.dwg, 3/15/2016 6:59:37 AM, DWG To PDF.pc3
A
A
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
9
8
7
6
5
DESIGNED:
RDP
DRAWN:
JRH
CHECKED:
-
APPROVED:
-
PROJECT DATE:
Mar. 2016
PROJECT NO.:
SCALE:
AS NOTED
4
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
DIGESTER MECHANICAL BLDG.
ELEVATIONS
A2.1
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
40'-0"
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
J
I
I
H
H
G
G
F
F
E
E
63'-0"
J
DIGESTER
BUILDING
48'-0"
D
D
DIGESTER #1
DIGESTER #2
C
19'-7"
C
B
B
DIGESTERS & MECHANICAL BUILDING
SOUTH ELEVATION
1/8"=1'-0"
0 1'
8'
N:\10406 SHOR\DWG\Wilsonville\A3.1-10406RA.dwg, 3/15/2016 3:13:10 PM, DWG To PDF.pc3
A
A
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
9
8
7
6
5
DESIGNED:
RDP
DRAWN:
JRH
CHECKED:
-
APPROVED:
-
PROJECT DATE:
Mar. 2016
PROJECT NO.:
SCALE:
AS NOTED
4
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
DIGESTERS & DIGESTER BUILDING
SOUTH ELEVATION
A3.1
REV
A
PRELIMINARY - NOT FOR CONSTRUCTION
16
16
15
14
13
12
11
10
9
8
7
6
5
4
3
J
EXISTING DRIP LINE
E
J
E
FLARE
50'Ø CLEAR (FLAME
SCREENED FROM VIEW)
POST DIGEST
TANK 35'Ø
1
2
E
30' SETBACK
1
FOOD WASTE
DEPACKAGING
150'x145'
2
WWTP
BUILDING
40'x30'
12312
.
SOLIDS
STORAGE
SBR
TANK
60'Ø
H
BLEND
TANK
35'Ø
4
E
5
7
6
I
E
ODOR
CONTROL
E
I
DIGESTER #2
75'∅
1) FOG TANK 21'Ø
E
DIGESTER
BUILDING
60'x40'
DIGESTER #1
75'Ø
30' SETBACK
PGE POLE #561
2) LIQUID SLURRY 21'Ø
H
3) LIQUID RECEIVING SUMP
E
3
4) CENTRATE TANK 20'Ø
E
5) FERRIC STORAGE TANK 12'Ø
CHP UNITS
6) UP STREAM EQ TANK 25'Ø
7) DOWN STREAM EQ TANK 25'Ø
12120
PO-PWR POLE
EL=221.41
539.76'
555.00'
E
<-- S=1%
XSD
XSD
EMPLOYEE
PARKING
D
DRWN
BY
CHK'D
BY
13
DATE
12
ATTENTION:
0
1/2
1
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
W
10
W
W
W
W
XSD
XSD
XSD
PUBLIC RECYCLE AREA
XSD
Y
W
W
XSD
XSD
XSD
XSD
W
XSD
W
XSD
W
XSD
W
XSD
W
XSD
XSD
W
XSD D
W
W
XSD
W
XSD
W
W
XSD
XSD
9
8
7
W
W
XSD
W
E
W
W
J
XSD
W
W
T
XSD
U
W
XSD
Y
D
S89°28'53"W 420.52'
GV
W
E
W
W
W
W
W
W
W
W
SW RIDDER ROAD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
W
XSD
XSD
XSD
D
W
B
W
XSD
XSD
E
W
SCALES
W
W
XSD
XSD
13 STANDARD
PARKING SPACES
XSD
XSD
S00°20'02"E
641.29'
SCALES
W
W
W
W
XSD
D
XSD
W
W
W
W
Y
13 STANDARD
PARKING SPACES
C
P
11
W
W
W
D
SS
DESCRIPTION
14
W
ER
M
OR
T
M RAN
CO
E
E
E
E
EX. SD MH
RIM 221.11
X
S
D
IE IN NORTH
217.91
XS218.93
IE IN SW
D
XSD
E
XSD
E
W
W
REV
NUM
15
XSD
XSD
W
W
COM
XSD
COM
SS
SS
SS
W
D
W
SS
XSD
XSD
XSD
XSDSS
W
W
W
SF
W
W
W
0
60'
A
D
V
6
5
DESIGNED:
JF
DRAWN:
JN
CHECKED:
-
APPROVED:
-
PROJECT DATE:
Mar. 2016
4
3
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
C1.1
REV
PROJECT NO.:
SCALE:
2
AS NOTED
SITE ACCESS PLAN
I
PRELIMINARY - NOT FOR CONSTRUCTION
XSD
XSD
XSD
W
W
W
W
W
W
W
E
W
W
16
FUEL TANK
XSD
XSD
XSD
XSD
XSD
XSD
W
W
W
W
3.25%
<-- S=
%
=3
.6
-S
<-
SS
W
H
XSD
W
W
E
W
XSD
XSD
W
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
W
H
XSD
XSD
XSD
XSD
XSD
W
G
W
XSD
W
XSD
XSD
W
G
SS
D
W
H
W
C
XSD
G
W
XSD
W
W
G
W
12 STANDARD
PARKING SPACES
G
W
W
XSD
W
XSD
S
S89°28'53"W
261.43'
XSD
W
XSD
L=34.22' R=30.00'
D=65°21'53"
C=N56°47'57"E 32.40'
XSDSCALES
XSD
W
W
W
EO
EO
W
CO
XSD
W
SS
D
S
XSD
EO
G
D
X
XSD
XSD
D
XS
XS
W
SD
XSD
G
W
D
XS
L=44.22' R=30.00'
D=84°27'16"
C=N12°12'23"W 40.32'
L=22.17' R=215.15'
D=5°54'14"
C=S27°04'07"W 22.16'
SS
X
XSD
D
XS
W
M
W
'
SD
CO
G
D DDD
W
SS
XS
S
4 STANDARD
PARKING
SPACES
W
D
XS
4
D
HY
S
M
G
D
XS
1
C=
S
W
W
4
S D 0. 5
W
8° = 1 3'
2 0 2° R
01 1 1 ' =6 6
"E 59 0.
14 " 0 0 '
0.
26
'
11 STANDARD
PARKING SPACES
PLUS 2 ADA SPACES
EX SSMH
RIM 224.94
IE IN NE 215.80
IE OUT WEST 215.76
EXISTING
SCALE
FACILITY
V
W
W
XSD
W
W
G
G
D
X
U
D
EO
5 STANDARD
PARKING
SPACES
D
XS
SD
W
E XSD
G
W
L=
D
D
XWS
XS
EX. SD MH
RIM 212.95
IE IN 24" NW 208.43
IE IN 12" NE 208.55
IE IN 12" SW 208.75
IE OUT 24" SE 208.05
EX SS MH
RIM 218.76
IE IN EAST 204.76
IE OUT SW 204.66 D
XS
D
XS
D
S
X
W
XS
D
W
XS
D
D
X
6 TRAILER
SPACES
SD
EO
W
XS
D
CONNECT TO EXISTING
FIRE SERVICE
INSTALL 8"X6" TEE
EO
W
W
W
XS
OFFICES
TEMP
EO
XSD
D
XS
D
XS
W
W
W
XS
D
W
EX SD MH
RIM 220.78
IE IN NORTH 211.38
SUMP W/ COVER
IE NOT MEASURED
D
A
FRENCH DRAIN AT
BOTTOM OF RAMP
H
Y D
C
B
S
XSD
E
XSD
COM
XSD
XSD
E
11 TRAILER SPACES
1" = 10'
XSD
3CY RIP RAP
CLASS 50
XSD
L =XSD
C= 232. X
N5 D= 73SD
3°2 22 '
N89°28'53"E
0' 4 °13R=XS6D
1.45'
6"W' 2 00
8 .
23 " X0S0D'
1.
28
'
8"X4" REDUCER
CO
N
SS
D
W
W
W
XS
3CY RIP RAP
CLASS 50
W
W
W
D
SS
XSD
XS
15 TRUCK SPACES
E
W
XS
D
XSD
XSD
<-- S=1.5%
XSD
XSD
XSD
X<
-- S=1.5
SD
XSD%
XSD
XSD
D
EX. SS MH
RIM 222.66
IE IN NORTH 207.66
IE OUT SOUTH 207.46
SS MH
RIM 222.66
IE IN(N) = 207.66
IE OUT(S) = 207.46
NEW IE IN(NW) = 208.00
SS
XS
SS CO
RIM 224.75
IE = 221.95
XSD
D
SS
E
D
S=
SS CO
RIM 224.75
IE = 222.0
XSD
XS
%
3.6
EO
EO
XSD
<-
SS
XSD
E
3CY RIP RAP
CLASS 50
%
.0
S=4
<--
E
EO
XSD
XSD
EO
E
S=1% -->
XSD
XSD
EO
W
XSD
EX. SD MH
RIM 218.72
IE IN 24" W 212.82
IE IN 24" N 212.58
IE OUT 24" SE 212.42
XSD
FIRE SERVICE
SD CO
RIM 225.46
IE = 219.46
EO
XSD
W
EL=219.84
XSD
4" DIWPUBLIC
W232'W
W
SD CO
RIM=224.75
IE=215.94
E
28 TRUCK
SPACES
E
W
W
XSD
XSD
XSD
XSD
XSD W XSD W XSDW
W
W
W
XSD
W
W
W
W
W
E
XSD
W
W
W
XSD
XSDW
W
W SD W
X
SS
W
W
3' 5'
SS
W
W
SS
W
SERVICE
WATER
2" WIRSBO
487' W
W
W
W
W
W
W
U
V
CO
F
E
D
W
-->
E
SS CO
RIM 225.00
IE = 223.50
E
W
5%
1.
S=
2" WATER METER
W/ APPROVED
BACKFLOW PREVENTER
W
CONTAINER
STORAGE
AREA
W
F
<-- S=3%
W
EL=221.08
E
Y
H
EL=222.07
N:\10406 SHOR\DWG\Wilsonville\C1.1-10406RA Wilsonville SiteRH.dwg, 3/17/2016 1:05:14 PM, DWG To PDF.pc3
G
E
G
15
14
13
12
11
10
9
8
7
6
5
4
3
1
2
E
16
FLARE
50'Ø CLEAR (FLAME
SCREENED FROM VIEW)
E
J
2330'
0
SETBACK
I
E
E
I
E
E
J
POST DIGEST
TANK 35'Ø
E
PROPOSED POWER VAULT
DIGESTER
BUILDING
60'x40'
DIGESTER #2
75'∅
E
H
E
DIGESTER #1
75'Ø
ODOR
CONTROL
E
H
E
228
5
G
E
224
SOLIDS
STORAGE
D
E
2
6
7
E
E
FOOD WASTE
DEPACKAGING
150'x145'
E
D
E
WWTP
BUILDING
40'x30'
23
3
E
E
1
E
SBR
TANK
60'Ø
F
E
F
30' SETBACK
PROPOSED 10' PGE ESMT.
232
BLEND
TANK
35'Ø
E
4
225
E
G
E
E
PROPOSED POWER VAULT
E
3
C
E
C
B
B
12120
PO-PWR POLE
E
30' SETBACK
A
A
E
N:\10406 SHOR\DWG\Wilsonville\C1.2-10406RA Wilsonville SiteRH.dwg, 3/17/2016 1:05:40 PM, DWG To PDF.pc3
OPOSED HYDRANT LOCATION
E
228
555.00'
16
REV
NUM
15
DESCRIPTION
E
14
DRWN
BY
CHK'D
BY
13
DATE
12
ATTENTION:
0
1/2
1
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
9
8
7
6
5
DESIGNED:
JF
DRAWN:
JN
CHECKED:
-
APPROVED:
-
PROJECT DATE:
Mar. 2016
4
3
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
C1.2
REV
PROJECT NO.:
SCALE:
2
AS NOTED
ENLARGED SITE PLAN
I
PRELIMINARY - NOT FOR CONSTRUCTION
E
E
GENERATION
UNITS
30' SETBACK
PROPERTY LINE
PERIMETER TREES TO REMAIN
DIGESTER # 1
75'Ø
DIGESTER
BUILDING
FLARE
(SCREENED FROM VIEW)
POST
DIGESTION
TANK
DIGESTER # 2
75'Ø
ODOR CONTROL
TANK
35'Ø
CENTRATE
TANK
20'Ø
67'Ø
GAS
STORAGE
SOLIDS
STORAGE
LIQUID
SLURRY
TANK
21'Ø
35'Ø
FOG
TANK
21'Ø
WWTP
BUILDING
PRE-EQ
CENTRATE
TANK
25'Ø
POST EQ
EFFLUENT
TANK
25'Ø
FOOD WASTE
DEPACKING
LIQUID
REC
SUMP
30' SETBACK
PERIMETER TREES TO REMAIN
WASTE WATER
TREATMENT
BLEND
TANK
SIDEWALK
PERIMETER TREES TO REMAIN
CONCEPT DRAWINGS ONLY, NOT FOR CONSTRUCTION,
FINAL ARCHITECTURAL, STRUCTURAL, CIVIL AND
MECHANICAL DESIGN DETAILS MY RESULT IN MINOR
DIFFERENCES.
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
CONCEPT DRAWING
PLAN VIEW
CD1.0
REV
D
PRELIMINARY - NOT FOR CONSTRUCTION
N:\10406 SHOR\DWG\Wilsonville\PaulPermitRendering\Ashts-3dsite.dwg, 3/17/2016 2:49:15 PM, DWG To PDF.pc3
EMPLOYEE PARKING
30' SETBACK
GENERATION
UNITS
34'-8"
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
CONCEPT DRAWING
SW PERSPECTIVE VIEW
CD1.1
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
40'-6"
N:\10406 SHOR\DWG\Wilsonville\PaulPermitRendering\Ashts-3dsite.dwg, 3/14/2016 3:01:47 PM, DWG To PDF.pc3
CONCEPT DRAWINGS ONLY, NOT FOR CONSTRUCTION,
FINAL ARCHITECTURAL, STRUCTURAL, CIVIL AND
MECHANICAL DESIGN DETAILS MY RESULT IN MINOR
DIFFERENCES.
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
CONCEPT DRAWING
NW PERSPECTIVE VIEW
CD1.2
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
N:\10406 SHOR\DWG\Wilsonville\PaulPermitRendering\Ashts-3dsite.dwg, 3/14/2016 3:04:39 PM, DWG To PDF.pc3
CONCEPT DRAWINGS ONLY, NOT FOR CONSTRUCTION,
FINAL ARCHITECTURAL, STRUCTURAL, CIVIL AND
MECHANICAL DESIGN DETAILS MY RESULT IN MINOR
DIFFERENCES.
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
CONCEPT DRAWING
NE PERSPECTIVE VIEW
CD1.3
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
N:\10406 SHOR\DWG\Wilsonville\PaulPermitRendering\Ashts-3dsite.dwg, 3/14/2016 3:10:29 PM, DWG To PDF.pc3
CONCEPT DRAWINGS ONLY, NOT FOR CONSTRUCTION,
FINAL ARCHITECTURAL, STRUCTURAL, CIVIL AND
MECHANICAL DESIGN DETAILS MY RESULT IN MINOR
DIFFERENCES.
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
CONCEPT DRAWING
SE PERSPECTIVE VIEW
CD1.4
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
N:\10406 SHOR\DWG\Wilsonville\PaulPermitRendering\Ashts-3dsite.dwg, 3/14/2016 3:12:59 PM, DWG To PDF.pc3
CONCEPT DRAWINGS ONLY, NOT FOR CONSTRUCTION,
FINAL ARCHITECTURAL, STRUCTURAL, CIVIL AND
MECHANICAL DESIGN DETAILS MY RESULT IN MINOR
DIFFERENCES.
~34'-8"
~40'-6"
SOUTH ELEVATION
NORTH ELEVATION
N:\10406 SHOR\DWG\Wilsonville\PaulPermitRendering\Ashts-3dsite.dwg, 3/14/2016 3:28:06 PM, DWG To PDF.pc3
NTS
CONCEPT DRAWINGS ONLY, NOT FOR CONSTRUCTION,
FINAL ARCHITECTURAL, STRUCTURAL, CIVIL AND
MECHANICAL DESIGN DETAILS MY RESULT IN MINOR
DIFFERENCES.
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
CONCEPT DRAWING
SOUTH AND NORTH ELEVATIONS
CD2.0
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
~34'-8"
~40'-6"
NTS
~34'-8"
~40'-6"
WEST ELEVATION
EAST ELEVATION
N:\10406 SHOR\DWG\Wilsonville\PaulPermitRendering\Ashts-3dsite.dwg, 3/14/2016 3:27:23 PM, DWG To PDF.pc3
NTS
CONCEPT DRAWINGS ONLY, NOT FOR CONSTRUCTION,
FINAL ARCHITECTURAL, STRUCTURAL, CIVIL AND
MECHANICAL DESIGN DETAILS MY RESULT IN MINOR
DIFFERENCES.
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
CONCEPT DRAWING
WEST AND EAST ELEVATIONS
CD2.1
REV
A
PRELIMINARY - NOT FOR CONSTRUCTION
~34'-8"
~40'-6"
NTS
16
15
14
13
12
11
10
9
8
7
6
5
TRUCK
DELIVERY
CONVEYOR
#1
J
FOOD
WASTE
DELIVERY
4
3
1
2
FLAME TRAP ASSEMBLY W/
PRESSURE REGULATOR
EXCESS
GAS
TRUCK
OFFSITE
J
CONVEYOR #2
LOADER
FLARE
TRUCK
DELIVERY
THERMAL
SHUT-OFF
VALVE
F.O.G.
TANK
MACERATOR
TURBO
DISSOLVER
#1 & #2
I
DRIP TRAP
I
RECIEVING HOPPER
AND SHREDDER
SEDIMENT
TRAP
LIQUID
SLURRY
TANK
MEMBRANE BIOGAS
STORAGE
O
M
PA
C
TO
R
MACERATOR
C
H
BIOGAS
BLOWER #1
H
BIOGAS
BLOWER #2
CONTAINMENT
BIN
ROTARY DRUM
SCREEN
CLEAN
SLURRY
G
G
ANAEROBIC
DIGESTER
#1
COGEN #1
COLD
WATER
H.X. #1
HOT
WATER
F
F
NATURAL GAS
BIOGAS
CENTRIFUGE
E
BLENDING
TANK
POST DIGESTION
STORAGE
TANK
E
HOT
WATER
COGEN #2
ANAEROBIC
DIGESTER
#2
D
COLD
WATER
D
H.X. #2
NATURAL GAS
VENT
C
B
B
SOLIDS TRUCK
CENTRATE
TANK
BIOFILTER
WWTP OFFSITE
RECEIVING
BUILDING
A
A
BLOWERS
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
1/2
10
9
8
7
6
5
DESIGNED:
ATTENTION:
0
11
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
TMB
CHECKED:
XXX
APPROVED:
XXX
Mar. 2016
PROJECT NO.:
SCALE:
3
JB
DRAWN:
PROJECT DATE:
4
NTS
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
PROCESS FLOW DIAGRAM
G1.0
REV
A
PRELIMINARY - NOT FOR CONSTRUCTION
FERRIC
ADDITION
OFFSITE
N:\10406 SHOR\DWG\Wilsonville\G1.0-10406RA.dwg, 3/15/2016 7:26:22 AM, DWG To PDF.pc3
C
UTILITY
WATER
16
15
14
13
12
11
10
9
8
7
6
5
4
3
1
2
J
J
I
I
H
H
VTR
SBR FOAM
CONTROL
G
G
2.5'
F
F
1 DAY STORAGE
MAG METER
CENTRIFUGE
CENTRATE
E
SUBMERSIBLE
PUMP
CENTRATE
PUMP
PRE-DECANT
TANK
20 gpm
300 gpm
E
RECYCLE
SBR
TANK
POST-DECANT
TANK
60'Ø - 450,000 gal
25'Ø
COMPLIANCE
BUILDING
COMPOSITE
SAMPLER
25'Ø
D
D
TO
CITY
COMPLIANCE
MANHOLE
PD
BLOWER
MAGNESIUM
HYDROXIDE
200 HP
20,000 gal
TANK
C
B
B
A
A
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
9
8
7
6
5
DESIGNED:
CWH
DRAWN:
TMB
CHECKED:
XXX
APPROVED:
XXX
PROJECT DATE:
Mar. 2016
PROJECT NO.:
SCALE:
NTS
4
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
WASTE WATER PRETREATMENT SYSTEM
PROCESS FLOW DIAGRAM
G2.0
REV
A
PRELIMINARY - NOT FOR CONSTRUCTION
N:\10406 SHOR\DWG\Wilsonville\G2.0-10406RA.dwg, 3/16/2016 8:08:56 AM, DWG To PDF.pc3
C
16
15
14
13
12
11
10
J
9
8
7
6
POST
DIGESTION
TANK
CENTRATE
TANK
35'∅
5
4
3
2
1
J
BLEND TANK
35'∅
35'∅
ELECTRICAL/
CONTROLS
ROOM
TANK MIX
TANK MIX
DIGESTER #1 FEED
DIGESTER #2 FEED
TANK MIX
CENTRIFUGE FEED
ON PLATFORM
5' x 19'
POST DIGEST. #1 FEED
POST DIGEST. #2 FEED
CENTRIFUGE
DILUTION #1
H
DILUTION #2
DRY POLYMER
SYSTEM
DILUTION #3
I
TANK MIX
I
H
30' x 10'
G
G
2 STORY
36' x 24'
MAIN FLOOR UTILITIES
2ND FLOOR OFFICE & LAB
F
TURBO
DISSOLVERS
SCREEN
5' x 20'
SLURRY
SUMP
20' x 38'
F
CONVEYOR
COMPACTOR
E
STAGING
AREA
REJECT
STAGING
AREA
15' x 15'
E
SHREDDER
10' x 12.5'
10 YARD
DUMPSTER
D
D
SEMI
8.5' x 70'
C
SEMI
8.5' x 70'
B
B
MECHANICAL PLAN
SCALE: 3/32" = 1'-0"
N:\10406 SHOR\DWG\Wilsonville\M1.0-10406RB.dwg, 3/15/2016 7:27:18 AM, DWG To PDF.pc3
A
A
0
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
9
8
7
6
5
DESIGNED:
JF
DRAWN:
JN
CHECKED:
JF
APPROVED:
PROJECT DATE:
RDP
Mar. 2016
PROJECT NO.:
SCALE:
AS NOTED
4
6'
32'
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
RECEIVING BUILDING
MECHANICAL PLAN
M1.0
REV
A
PRELIMINARY - NOT FOR CONSTRUCTION
C
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
J
J
I
I
40'-0"
H
H
MCC
10' x 25'
G
G
POST
DIG. #2
POST
DIG. #1
AD #1
MIX
AD #2
MIX
1MG
75'∅
F
DIGESTER #1
H.X.
#2
DIGESTER #2
H.X.
#1
70'-0"
F
1MG
75'∅
HOT WATER
RECIRC. #1
HOT WATER
RECIRC. #2
RECIRC. #1
E
E
FOG FEED #1
RECIRC. #2
FOG FEED #2
FOG MIX SPARE
FERRIC
STORAGE
TANK
D
FOG MIX
12'∅
10,000gal
CHEM
PUMPS
FERRIC
FEED
SUMP
C
C
B
B
DIGESTER BUILDING
MECHANICAL PLAN
SCALE: 1/8" = 1'-0"
N:\10406 SHOR\DWG\Wilsonville\M2.0-10406RB.dwg, 3/15/2016 7:26:51 AM, DWG To PDF.pc3
A
0 1'
16
REV
NUM
-
15
DESCRIPTION
-
14
DRWN
BY
-
CHK'D
BY
-
13
DATE
12
ATTENTION:
0
1/2
1
-
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
11
10
A
8'
9
8
7
6
5
DESIGNED:
JF
DRAWN:
JN
CHECKED:
JF
APPROVED:
PROJECT DATE:
RDP
Mar. 2016
PROJECT NO.:
SCALE:
AS NOTED
4
3
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
Wilsonville, Oregon
DIGESTERS & PUMPING
MECHANICAL PLAN
M2.0
REV
B
PRELIMINARY - NOT FOR CONSTRUCTION
D
16
15
14
13
12
11
10
9
8
7
6
5
4
3
1
2
J
I
I
H
H
~20'-0" SQ.
J
FLARE
15'
G
FLARE
SCREENING
PANEL
FLARE
SCREENING
PANEL
F
AS REQ'D
G
F
E
E
D
D
BIOGAS FLARE
SCREENING SECTION
A
NTS
C
A
-
FLARE PANEL
B
B
BIOGAS FLARE SCREENING PLAN
N:\10406 SHOR\DWG\Wilsonville\MD1.0-10406RB.dwg, 3/15/2016 10:00:40 AM, DWG To PDF.pc3
NTS
A
A
16
REV
NUM
15
DESCRIPTION
14
DRWN
BY
CHK'D
BY
13
DATE
12
1/2
10
9
8
7
6
5
DESIGNED:
ATTENTION:
0
11
DRAWN:
1
IF THIS BAR DOES NOT
MEASURE 1" @ 22x34 or
1
2" @ 11x17, THEN
DRAWING IS NOT TO
SCALE - SCALE
ACCORDINGLY
PE
CHECKED:
APPROVED:
PROJECT DATE:
3
JF
JRH
RDP
Mar. 2016
AS NOTED
2
1
DRAWING NUMBER
Sort Bioenergy, LLC
JF
PROJECT NO.:
SCALE:
4
Wilsonville, Oregon
DETAILS
FLARE SCREENING
MD1.0
REV
A
PRELIMINARY - NOT FOR CONSTRUCTION
C