HomeMy WebLinkAboutcivil planset from supplementGARFIELD COUNTY
RURAL ZONING DESIGNATION
GARFIELD COUNTY
RURAL ZONING DESIGNATION
DATE
PROJECT TITLE:
DESCRIPTION
APV:
PROJECT LOCATION:
NO.
KEY PLAN:
PE STAMP:
REVISIONS:
SHEET NO:REV:
SCALE AT 24" x 36":
CHK:
DWN:
DES:
DATE:
PROJ
NUM:
SHEET TITLE & DESCRIPTION:
2180 South 1300 East, Suite 600
Salt Lake City, UT 84106-2749
(801) 679 - 3500
ELECTRIC POWER ENGINEERING, INC.
12600 W. COLFAX AVE, STE. C500
LAKEWOOD, CO 80215
(303) 431-7895 www.neieng.com
CIVIL COVER
----
PRELIMINARY
NOT FOR CONSTRUCTION
FOR REVIEW & APPROVAL ONLY
PROJECT
LOCATION
VICINITY MAP
N.T.S.
SITE DATA TABLE
PROJECT LOCATION RIFLE, COLORADO
PROPERTY AREA 96.12 ACRES
ALTA SURVEY EAGLE SPRINGS SOLAR SITE PREPARED BY ROADRUNNER SURVEY &
MAPPING DATED 11/20/22
HYDROLOGY SURVEY EAGLE SPRINGS SOLAR SITE PRELIMINARY HYDROLOGY STUDY
PREPARED BY WESTWOOD DATED 01/16/23
GEOTECHNICAL SURVEY EAGLE SPRINGS SOLAR SITE GEOTECHNICAL ENGINEERING REPORT
PREPARED BY TERRACON DATED 3/1/23
VEGETATION
MANAGEMENT AND
RECLAMATION PLAN
EAGLE SPRINGS SOLAR SITE VEGETATION
MANAGEMENT AND RECLAMATION PLAN PREPARED BY TRC DATED 3/10/23
N
PROJECT SOLAR CIVIL QUANTITIES
ITEM QTY UNIT DESCRIPTION
CLEARING AND GRUBBING 53.9 AC FENCE LIMITS
LOD LIMITS 67.95 AC ARRAY AND ROAD IMPROVEMENT LIMITS
FENCE 11502 LF 8' WILD LIFE FENCE
ENTRANCE GATES 4 EA 25' WIDE
PROPOSED INTERNAL ACCESS ROADS - 20' WIDE 3507 LF COMPACTED SUBGRADE WITH 12"
COMPACTED GRAVEL BASE
PROPOSED IMPROVEMENT OF EXISTING FARM
ROAD - 12' WIDE 674 LF COMPACTED SUBGRADE WITH 12"
COMPACTED GRAVEL BASE
EXISTING PERIMETER ACCESS ROAD TO BE
IMPROVED TO 12 FT WIDTH AS NEEDED 2950 LF COMPACTED GRAVEL
SILT FENCE 3343 LF
SEDIMENT CONTROL LOG 4696 LF
SEDIMENT BERM 1245 LF
ROCK FILTERED DAM 6 EA
BMP CONSTRUCTION ENTRANCE AGGREGATE 55 CY 2-3" STONE, 6" THICK. 20'W x 50'L
CONSTRUCTION LAYDOWN AREA 4.04 AC
SITE EARTHWORK - CUT 2285.51 CY
SITE EARTHWORK - FILL 1576.73 CY
SITE EARTHWORK - NET 708.76 CY NET CUT
30% CIVIL DRAWINGS
FOREAGLE SPRINGS ORGANIC
SILT, CO
HWY 346
I-70
SITE INFORMATION
ASHRAE STATION NAME:RIFLE GARFIELD COUNTY AP
ASHRAE 0.4% DB MAX. TEMPERATURE:35.1°C
ASHRAE ANNUAL DB MEAN MIN. TEMP.:-22.7°C
LATITUDE:39.5225°
LONGITUDE:-107.6953°
PV ARRAY
MODULE QUANTITY:30184
TOTAL STRINGS:1078
MODULE
MODULE MANUFACTURER:ZSHINE SOLAR
MODULE MODEL #:ZXM7-SHLDD144
STC WATTAGE (W):540
VOLTAGE RATING (V):1500V
MODULES PER STRING:28
INVERTER
INVERTER MANUFACTURER:GPTECH
INVERTER MODEL #:AMPS2Ms2.2Bs-WD3-V890
KVA @ 35°C:2931kVA
MAX. INPUT VOLTAGE (V-DC):1500V
INVERTER QUANTITY:8 (2 INVERTER MODULES PER UNIT)
TRACKER
TRACKER MANUFACTURER AND MODEL:SOLTEC SF7
AZIMUTH (DEG):180
CONFIGURATION:2 PORTRAIT
ROTATION ANGLE LIMITS:+/- 55°
84 MODULE (3-STRING) TRACKER QTY:342
56 MODULE (2-STRING) TRACKER QTY:26
TOTAL TRACKER QTY:368
PITCH (FT) / GCR (%):33.29 FT / 45%
MIN INTER-ROW SPACING 18.34 FT
BATTERY STORAGE SYSTEM
BESS (2) BESS STORAGE CONTAINERS PER PCS
SYSTEM INFORMATION
MW-AC @ POI:10 MW
NAMEPLATE MVA:11.2 MVA
POI VOLTAGE (kV):24.9kV
MW-DC:16.31 MW
SITE DC-AC RATIO @POI 1.63
THE EAGLE SPRINGS ORGANIC SOLAR PROJECT SITE IS LOCATED IN SILT, CO, JUST EAST OF THE RIFLE
GARFIELD COUNTY AIRPORT. THE SITE IS A 10 MWAC SOLAR PHOTOVOLTAIC PLUS 20MWH BESS PLANT. THE
PLANT WILL BE CONSTRUCTED ON ~96 ACRES OF OPEN LAND. THE COMMERCIAL OPERATION DATE (COD) FOR
THE PROJECT IS ANTICIPATED TO BE IN Q4 2024. THE SOLAR POWERPLANT WILL CONSIST OF BIFACIAL SOLAR
PANELS INSTALLED ON A 2P SINGLE-AXIS TRACKING SYSTEM, ELECTRICAL EQUIPMENT PADS FOR EQUIPMENT
SUCH AS TRANSFORMERS AND CENTRAL INVERTERS, AND UNDERGROUND AND OVERHEAD ELECTRICAL
CIRCUITS. THE PROJECT WILL INTERCONNECT TO HOLY CROSS ENERGY 24.9 KV FEEDER.
PER ALTA/NSPS COMPLETED JULY 20,2022 BY ROADRUNNER SURVEY & MAPPING.
LEGAL DESCRIPTION
PROJECT DATA AND CODE INFORMATION
PROJECT NAME:EAGLE SPRINGS ORGANIC
PROJECT ADDRESS:5454 CO ROAD 346
SILT, CO 81652
39.5225°, -107.6953°
COUNTY:GARFIELD COUNTY
COMMUNITY DEVELOPMENT DEPARTMENT
108 8TH STREET, SUITE 401
GLENWOOD SPRINGS, CO 81601
OWNER NAME:AES
LOT SIZE:96.12 AC
PROJECT DESCRIPTION
FLOOD ZONE DESIGNATION:
THE UNDERGROUND UTILITIES (IF ANY) THAT APPEAR ON THIS MAP HAVE BEEN LOCATED BY
FIELD OBSERVATION. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES STATE
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION
AVAILABLE.
THE PROPERTY SHOWN HEREON LIES IN AN AREA OF UNDETERMINED, BUT POSSIBLE FLOOD
HAZARD, PER FEMA FIRM MAP PANEL 0802051360B, DATED DECEMBER 15, 1977.
UTILITY NOTES:
PROJECT TEAM
OWNER / APPLICANT
AES CLEAN ENERGY
282 CENTURY PLACE, SUITE 200
LOUISVILLE, CO 80027
CONTACT: BENJAMIN DERMER
T: 720-646-5224
EMAIL: BENJAMIN.DERMER@AES.COM
ELECTRICAL / STRUCTURAL / CIVIL
NEI ELECTRICAL POWER ENGINEERING
12600 WEST COLFAX AVE., STE 500
LAKEWOOD, COLORADO 80215
CONTACT:JONATHAN DIMITRIOU
EMAIL: JDIMITRIOU@NEIENG.COM
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9
EAGLE SPRINGS
ORGANIC
SILT, CO
4084.001
JPD
JPD
BC
BC
6/21/23
PV-C.01.01 E
A 1/23/23 30% SUBMITTAL
B 2/16/23 30% RESUBMITTAL
C 3/17/23 30% RESUBMITTAL
D 3/29/23 30% RESUBMITTAL
E 6/21/23 30% RESUBMITTAL
---
---
---
HYDROLOGY STUDY
WESTWOOD
12701 WHITEWATER DRIVE, SUITE 300
MINNETONKA, MN 55343
T: (952) 937-5150
ALTA SURVEY
ROADRUNNER SURVEY & MAPPING, INC
2130 ROADRUNNER TRL.
RIESEL, TX 76682
T: (254) 730-7574
EMAIL: INFO@RSMROADRUNNER.COM
GEOTECHNICAL REPORT
TERRACON
6949 SOUTH HIGH TECH DRIVE
MIDVALE, UTAH 84047
T: (801) 545-8500
SHEET LIST
SHEET NUMBER SHEET TITLE
PV-C.01.01 CIVIL COVER
PV-C.01.02 CIVIL NOTES
PV-C.01.03 EXISTING CONDITIONS
PV-C.02.01 CONSTRAINTS MAP
PV-C.03.01 CIVIL SITE PLAN
PV-C.05.01 ROAD USE PLAN
PV-C.06.01 GRADING & EROSION CONTROL PLAN
PV-C.07.01 EROSION CONTROL DETAILS
PV-C.07.02 EROSION CONTROL DETAILS
PV-C.08.01 SITE DETAILS
PV-C.09.01 FENCE DETAILS
--ALTA SHEETS FROM ROAD RUNNER
SURVEYING & MAPPING, INC
MA
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K
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PV-C.06.02 RESTORATION PLAN
PV-C.01.04 EXISTING CONDITIONS - SLOPE ANALYSIS
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PARCEL 1
PARCEL 2
PARCEL 3
EAGLE SPRINGS ORGANIC, LLC
APN: 217918100691
EAGLE SPRINGS ORGANIC, LLC
APN: 21791174007310
EAGLE SPRINGS ORGANIC, LLC
APN: 217917300732
EAGLE SPRINGS ORGANIC, LLC
APN: 217917300732
EXISTING
SOLAR SITE
B & B MAMM CREEK, LLC
APN: 217919100511
BEDROCK RESOURCES, LLC
APN: 217918400720
15' IRRIG. PIPELINE ESMT
ORGANIC GROWERS, LLC
APN: 217917200687
30' ACCESS ESMT
30' ACCESS ESMT
OVERHEAD POWER LINES
(HOLY CROSS)
ESMT.
15' IRRIGATION ESMT
OVERHEAD POWER LINES
(HOLY CROSS)
30' ELECTRICAL ESMT
OVERHEAD POWER LINES
(HOLY CROSS)
PROCESS WATER LINE (2)
GAS LINE (1)
PROCESS WATER LINE (2)
GAS LINE (1)
PROCESS WATER LINE (2)
GAS LINE (1)
EX. GRAVEL ACCESS ROAD ℄
EX. LOW MAINTENANCE ROAD ℄
EX. GRAVEL LOW
MAINTENANCE ROAD ℄
EX. GRAVEL ACCESS ROAD ℄
EX. WELL PAD
EX. WELL PAD
PROCESS WATER LINE (2)
GAS LINE (1)
EX. OUTBUILDING
EX.GREENHOUSES
EX. OUTBUILDING
EX. OUTBUILDING
COUNTY ROAD 315
25' WIDE PIPELINE ESMT
20' PIPELINE ESMT
15' IRR. ESMT
EX. CULVERT ℄
30'R (TYP)
PROPOSED
LAYDOWN
AREA
(176,228 SF)
403'
271'
EX. GRAVEL ACCESS ROAD ℄
20' EX. ACCESS ROAD
(EX RD TO BE IMPROVED)
20' ACCESS ROAD
20'
EX. GRAVEL ACCESS ROAD ℄
EX. GRAVEL ACCESS ROAD ℄
EX. GRAVEL ACCESS ROAD ℄
EX. LOW MAINTENANCE ROAD ℄
TO BE MOVED
EX. LOW MAINTENANCE ROAD ℄
EX. WELL PAD
EX. GRAVEL ACCESS ROAD ℄
30'R (TYP)
PARCEL BOUNDARY
(TYP)
284.31'
142.12'
519.67'
119.4'
EX. ACCESS ROAD
EX. ACCESS ROAD
12' EX. PERIMETER ACCESS
ROAD
(EX. RD IMPROVEMENT - AS NEEDED)
EX. CULVERT ℄12' EX. PERIMETER ACCESS ROAD
(EX. ROAD TO BE IMPROVED )
20' EX. ACCESS ROAD
(EX. ROAD TO BE IMPROVED)
3' MAN GATE
3' MAN GATE
3' MAN GATE
3' MAN GATE
30'R (TYP)
EX. ACCESS ROAD
EX. ACCESS ROAD
EX. ACCESS ROAD
PROCESS WATER LINE (2)
GAS LINE (1)
12' PERIMETER ACCESS ROAD
12' PERIMETER ACCESS ROAD
12' PERIMETER ACCESS ROAD
30'R (TYP)
30'R (TYP)
12' PERIMETER ACCESS ROAD
12' PERIMETER ACCESS ROAD
30'R (TYP)
30'R (TYP)
30'R (TYP)
20' ACCESS ROAD
20' ACCESS ROAD
3' MAN GATE3' MAN GATE
3' MAN GATE
3' MAN GATE
3' MAN GATE
3' MAN GATE
3' MAN GATE
3' MAN GATE
3' MAN GATE
3' MAN GATE
3' MAN GATE
EX. LOW MAINTENANCE ROAD
℄
OVERHEAD POWER POLE AND
GUY WIRES (HOLY CROSS)
12' PERIMETER ACCESS ROAD
(EX. FIELD RD TO BE IMPROVED - AS NEEDED)
3' MAN GATE
18.34'
17'33.29'
33.29'18.34'
33.29'18.34'
EX. CULVERT ℄
PCS, BESS &
SWITCHGEAR PAD
EX. FENCE
TO BE REMOVED
EX. FENCE
EX. FENCE
EX. FENCE
EX. FENCE
EX. FENCE
12' EX. PERIMETER
ACCESS ROAD
12' ACCESS ROAD
20'
20'
20'
20'
20'
20'
20'
20'
20'
L2
L3
L4
L5
L6
L7
L8
C1
C
2
L1
1
C3
L13
C4
L1
5
L16L17L18C5
L20
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. CONCRETE PAD (USE UNKNOWN)
1
1
1
1
20'
30'R (TYP)
CULVERT A
O&M SHED
(20' X 8')
ALBEDOMETER
W/ 30' SETBACK
30'R (TYP)
L32
L33C10
L35
L3
6
L3
7
L3
9
L40
L1
EX. IMPROVEMENTS
TO BE REMOVED
(APPROX. LOCATION)
EX. FENCE
TO BE REMOVED
MIN. 48" GAS
LINE COVERAGE
REQURED
MIN. 48" GAS
LINE COVERAGE
REQUIRED
EX. FENCE
TO BE REMOVED
75'
CULVERT B
CULVERT C
CURVE TABLE
CURVE NO.
C10
LENGTH
22.13'
RADIUS
60.00'
DELTA
21°07'40"
Line Table
Line #
L39
Length
203.748
Direction
N00° 00' 00.00"E
OPERATED BY AES
CLEAN ENERGY
IN CASE OF
EMERGENCY CALL:
(855) 679-3553
PLACE ON ALL VEHICLE ACCESS GATES
DATE
PROJECT TITLE:
DESCRIPTION
APV:
PROJECT LOCATION:
NO.
KEY PLAN:
PE STAMP:
REVISIONS:
SHEET NO:REV:
SCALE AT 24" x 36":
CHK:
DWN:
DES:
DATE:
PROJ
NUM:
SHEET TITLE & DESCRIPTION:
2180 South 1300 East, Suite 600
Salt Lake City, UT 84106-2749
(801) 679 - 3500
ELECTRIC POWER ENGINEERING, INC.
12600 W. COLFAX AVE, STE. C500
LAKEWOOD, CO 80215
(303) 431-7895 www.neieng.com
0 75'150'225'300'
1" = 150'
CIVIL SITE PLAN
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9
EAGLE SPRINGS
ORGANIC
SILT, CO
4084.001
JPD
JPD
VEC
VEC
6/21/23
PV-C.03.01 E
A 1/23/23 30% SUBMITTAL
B 2/16/23 30% RESUBMITTAL
C 3/17/23 30% RESUBMITTAL
D 3/29/23 30% RESUBMITTAL
E 6/21/23 30% RESUBMITTAL
---
---
---
PRELIMINARY
NOT FOR CONSTRUCTION
FOR REVIEW & APPROVAL ONLY
N
GENERAL LEGEND
HORIZONTAL CONTROL
EXISTING FEATURES
PROPOSED FEATURES
LoD PROPOSED DISTURBANCE LIMITS
PROPOSED SECURITY FENCE
PROPOSED CONSTRUCTION LAYDOWN AREA
PROPOSED EQUIPMENT PAD
EXISTING PARCEL LINE
EXISTING FENCE
EXISTING EASEMENT
EXISTING POWER POLE
EXISTING ROAD CENTERLINE
EXISTING TREE LINE
EXISTING OVERHEAD POWER
PROPOSED CULVERT
W EXISTING PROCESS WATERLINE
G EXISTING GASLINE
EXISTING STREAM
PROPOSED HEAVY DUTY ACCESS ROAD
EXISTING ROAD
PROPOSED HEAVY DUTY IMPROVEMENT OF
EXISTING ACCESS ROAD (SEE SITE DETAIL 3)
PROPOSED LIGHT DUTY IMPROVEMENT OF
EXISTING ACCESS ROAD (SEE SITE DETAIL 3)
KEY NOTES:
PROPOSED 25' ACCESS GATE1
SIGNAGE
NO SOLAR CONSTRUCTION
TRAFFIC BEYOND THIS POINT
NO SOLAR CONSTRUCTION
TRAFFIC BEYOND THIS POINT
NO SOLAR CONSTRUCTION
TRAFFIC BEYOND THIS POINT
20' ACCESS ROAD
(EX RD IMPROVEMENT TO CONTINUE
TO MAMM CREEK RD- AS NEEDED)
NO SOLAR CONSTRUCTION
TRAFFIC BEYOND THIS POINT
MAMM CREEK RD
MAMM CREEK RD
0 100'200'300'400'
1" = 200'
DATE
PROJECT TITLE:
DESCRIPTION
APV:
PROJECT LOCATION:
NO.
KEY PLAN:
PE STAMP:
REVISIONS:
SHEET NO:REV:
SCALE AT 24" x 36":
CHK:
DWN:
DES:
DATE:
PROJ
NUM:
SHEET TITLE & DESCRIPTION:
2180 South 1300 East, Suite 600
Salt Lake City, UT 84106-2749
(801) 679 - 3500
ELECTRIC POWER ENGINEERING, INC.
12600 W. COLFAX AVE, STE. C500
LAKEWOOD, CO 80215
(303) 431-7895 www.neieng.com
ROAD USE PLAN
CIVIL
PL
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D
:
6/
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7
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2
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9
EAGLE SPRINGS
ORGANIC
SILT, CO
4084.001
JPD
JPD
BC
BC
6/21/23
PV-C.05.01 E
A 1/23/23 30% SUBMITTAL
B 2/16/23 30% RESUBMITTAL
C 3/17/23 30% RESUBMITTAL
D 3/29/23 30% RESUBMITTAL
E 6/21/23 30% RESUBMITTAL
---
---
---
PRELIMINARY
NOT FOR CONSTRUCTION
FOR REVIEW & APPROVAL ONLY 200'100'0 200'400'600'
1"=200'
N
20' ACCESS ROAD (NEW CONSTUCTION)
PROPOSED EGRESS
PROPOSED FEATURES
PROPOSED INGRESS
PROPOSED EGRESS - EMS ONLY
PROPOSED INGRESS - EMS ONLY
GENERAL LEGEND
EXISTING FEATURES
EX. PARCEL LINE
EX. LOW MAINTENANCE ROAD CENTERLINE
PROPOSED CONSTRUCTION LAYDOWN AREA
EX. GRAVEL ROAD CENTERLINE
EXISTING ROADWAY TO BE IMPROVED TO
MIN 12' WIDTH (AS NEEDED)
EXISTING TRACK ROAD TO BE IMPROVED TO
12' LIGHT DUTY PERIMETER ROAD
5
5
8
0
5590
56
0
0 5610
5
5
6
0
5
5
7
0
5
5
8
0
55
9
0
5590
55
9
0
5600 5610
5620
55
8
0
55
9
0 56005610
5620
5610
5620 5630
5620
5630 5640
56
5
0
56
1
0
56
1
0
5
6
1
0
5
6
2
0
56
3
0
5640
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
WW
W
W
W
W
W
W W
W
WW
W
W
W
W
W
W
W
W
W
G
G
G
G
G
GG
G
G
5650
56
6
0
5670
5660
5
5
9
0
5580
5590
5610
CW
IPOP
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
TSS
VTC
VTC
SFO
SF
SF
SF SF SF SF SF SF SF SF
SCL SCL SCL SCL
SC
L
SCL SCL SCL
SC
L
5615
SCL
56
1
0
56
1
5
5
6
2
0
562
5
5
6
3
0
56
3
5
5625
5610
5
6
1
5
56
2
0
5625
56
3
0
5635
5
6
4
0
5
6
4
5
565
0
5
6
5
5
5
6
6
0
5665
5
6
7
0
5
6
7
5
SF
55
8
0
5
5
8
0
5
5
8
0
55
8
5
55
9
0
5590
5595
559
5
55
9
5
5595
5595
5600
56
0
0
5600
56
0
0
56
0
5
5605
5605
560
5
560
5
560
5
5605
56
1
0
561
0
561
0
561
0
5615
56
1
5
561
5
5
6
1
5
561
5
5
6
2
0
5620
55
7
6
55
7
7
5
5
7
7
55
7
8
5
5
7
8
5
5
7
8
5
5
7
9
5
5
7
9
55
7
9
55
8
1
55
8
1
5
5
8
1
55
8
2
55
8
2
55
8
3
55
8
4
55
8
6
55
8
8
55
9
1
55
9
1
559
1
5591
559
2
559
2
55
9
2
5592
55
9
3
5593
559
3
5593
55
9
3
559
4
559
4
55
9
4
559
4
5596
55
9
6
5596
5596
5597
5597
5597
55
9
7
559
8
559
8
5598
55
9
9
55
9
9
5599
559
9
5599
5599
560
1
56
0
1
56
0
1
5601
5601
560
2
5602
5602
56
0
2
56
0
2
5603
5603
560
3
56
0
3
56
0
3
560
3
560
4
560
4
56
0
4
560
4
56
0
4
5604
5604
5604
560
6
56
0
6
5606
560
6
560
6
560
6
560
7
560
7
560
7
56
0
7
560
7
56
0
8
5608
560
8
5608
560
8
560
9
5609
5609
560
9
560
9
56
1
1
561
1
561
1
561
1
561
2
5612
5612
56
1
2
5612
56
1
3
5613
561
3
5613
5613
561
4
56
1
4
5614
56
1
4
5614
561
6
56
1
6
56
1
6
5617
56
1
7
561
7
56
1
8
5618
5
6
1
8
56
1
9
5
6
1
9
561
9
5
6
2
1
5621
5622
5
6
2
2
55
9
0
55
8
9
55
9
1
5592
56
1
0
56
1
1
5612
559
5
5600
560
5
560
5
560
5
56
1
0
56
1
0
5615
56
1
5
55
9
3
55
9
4
55
9
6
559
7
559
8
559
9
560
1
5601
560
2
5602
560
3
560
3
560
4
560
4
560
4
560
6
560
6
560
7
560
7
56
0
8
560
8
56
0
9
560
9
56
1
1
561
1
56
1
2
5612
5613
56
1
3
56
1
4
5614
56
1
6
5616
561
6
561
7
5617
5618
561
0
5615
560
9
561
1
5612
5613
5614
5616
5617
5618
5612
5613
5614
5
6
1
5
5
6
2
0
5
6
1
4
5
6
1
6
5
6
1
7
5
6
1
8
5
6
1
9
561
5
5620
5613
5614
561
6
561
7
5618
5619
5621
5
6
2
5
5
6
2
2
56
2
3
56
2
4
5
6
2
6
5
6
2
7
562
8
5
6
2
9
5625
5624
5626
56
1
5
562
0
5625
5630
561
1
561
2
561
3
56
1
4
56
1
6
5
6
1
7
5
6
1
8
56
1
9 5621
5622
5623
5624
5626
5627
5628
5629 56355634
56
1
5
5
6
2
0
5
6
1
2
5
6
1
3
56
1
4
56
1
6
56
1
7
56
1
8
5
6
1
9
5
6
2
5
5
6
3
0
56
3
5
5
6
2
2
5
6
2
3
5
6
2
4
5
6
2
6
5
6
2
7
5
6
2
8
5
6
2
9
5
6
3
1
5
6
3
2
5
6
3
3
56
3
4
56
3
6
563
7
5638
5639
5620
5618
5619
5621
5622
5623
5627
5628
5629
563
0
5627
562
8
562
9
5630
563
5
562
8
562
9
563
1
5632
56
3
3
56
3
4
56
3
6
56
3
7
563
1
563
2
5633
563
4
563
4
56
4
0
56
3
8
56
3
9
56
4
1
56
4
2
564
3
564
4
56
4
2
56
4
3
56
4
4
5621
56
2
2
5623
56
2
4
VTC
SF
SF
SFTSS
5
6
2
2
5
6
2
3
SF
SF
SFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFO
SFO
PARCEL 1
PARCEL 2
PARCEL 3
EAGLE SPRINGS ORGANIC, LLC
APN: 217918100691
EAGLE SPRINGS ORGANIC, LLC
APN: 21791174007310
EAGLE SPRINGS ORGANIC, LLC
APN: 217917300732
EAGLE SPRINGS ORGANIC, LLC
APN: 217917300732
EXISTING
SOLAR SITE
B & B MAMM CREEK, LLC
APN: 217919100511
BEDROCK RESOURCES, LLC
APN: 217918400720
ORGANIC GROWERS, LLC
APN: 217917200687
OVERHEAD POWER LINES
(HOLY CROSS)
ESMT.
OVERHEAD POWER LINES
(HOLY CROSS)
OVERHEAD POWER LINES
(HOLY CROSS)
PROCESS WATER LINE (2)
GAS LINE (1)
PROCESS WATER LINE (2)
GAS LINE (1)
PROCESS WATER LINE (2)
GAS LINE (1)
EX. GRAVEL ACCESS
ROAD ℄
EX. LOW MAINTENANCE
ROAD ℄
EX. GRAVEL LOW
MAINTENANCE ROAD ℄
EX. GRAVEL ACCESS
ROAD ℄
EX. WELL
PAD
EX. WELL
PAD
PROCESS WATER LINE (2)
GAS LINE (1)
EX. OUTBUILDING
EX.GREENHOUSES
EX. OUTBUILDING
EX. OUTBUILDING
COUNTY ROAD 315
EX. CULVERT ℄
EX. GRAVEL ACCESS
ROAD ℄
EX. GRAVEL ACCESS
ROAD ℄
EX. GRAVEL ACCESS
ROAD ℄
EX. GRAVEL ACCESS
ROAD ℄
EX. LOW MAINTENANCE ROAD ℄
TO BE MOVED
EX. LOW MAINTENANCE
ROAD ℄
EX. WELL
PAD
EX. GRAVEL ACCESS
ROAD ℄
PARCEL
BOUNDARY
(TYP)
EX.
CULVERT ℄
PROCESS WATER LINE (2)
GAS LINE (1)
EX. LOW MAINTENANCE
ROAD ℄
OVERHEAD POWER POLE AND
GUY WIRES (HOLY CROSS)
EX. CULVERT ℄
EX.
FENCE
EX.
FENCE
EX.
FENCE
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. EPHEMERAL DITCH
EX. CONCRETE PAD (USE
UNKNOWN)
PROPOSED
LAYDOWN
AREA
(176,228 SF)
20' EX. ACCESS
ROAD
(EX RD TO BE IMPROVED)
20' ACCESS ROAD
EX. ACCESS
ROAD
EX. ACCESS
ROAD
12' EX. PERIMETER
ACCESS ROAD
12' EX. PERIMETER ACCESS
ROAD
(EX. ROAD TO BE IMPROVED )
20' EX. ACCESS ROAD
(EX. ROAD TO BE IMPROVED)
EX. ACCESS
ROAD
EX. ACCESS
ROAD
EX. ACCESS ROAD
12' PERIMETER ACCESS ROAD
12' PERIMETER ACCESS
ROAD
12' PERIMETER ACCESS ROAD
12' PERIMETER ACCESS ROAD
12' PERIMETER ACCESS ROAD
20' ACCESS ROAD
20' ACCESS ROAD
12' PERIMETER ACCESS ROAD
(EX. FIELD RD TO BE IMPROVED - AS NEEDED)
12' EX.
PERIMETER
ACCESS ROAD
20' ACCESS ROAD
MIN. 48" GAS
LINE
COVERAGE
REQURED
MIN. 48" GAS LINE
COVERAGE
REQUIRED
IPOP
IPOP
DATE
PROJECT TITLE:
DESCRIPTION
APV:
PROJECT LOCATION:
NO.
KEY PLAN:
PE STAMP:
REVISIONS:
SHEET NO:REV:
SCALE AT 24" x 36":
CHK:
DWN:
DES:
DATE:
PROJNUM:
SHEET TITLE & DESCRIPTION:
2180 South 1300 East, Suite 600
Salt Lake City, UT 84106-2749
(801) 679 - 3500
ELECTRIC POWER ENGINEERING, INC.
12600 W. COLFAX AVE, STE. C500
LAKEWOOD, CO 80215
(303) 431-7895 www.neieng.com
0 75'150'225'300'
1" = 150'
GRADING & EROSION
CONTROL PLAN
----
PRELIMINARY
NOT FOR CONSTRUCTION
FOR REVIEW & APPROVAL ONLY N
GENERAL LEGEND
BMP LEGEND
EXISTING FEATURES
PROPOSED FEATURES
PROPOSED ACCESS ROAD
LoD PROPOSED DISTURBANCE LIMITS
PROPOSED SECURITY FENCE
PROPOSED CONSTRUCTION LAYDOWN AREA
PROPOSED EQUIPMENT PAD
EXISTING PARCEL LINE
EXISTING FENCE
EXISTING EASEMENT
EXISTING POWER POLE
EXISTING ROAD CENTERLINE
EXISTING TREE LINE
EXISTING OVERHEAD POWER
PROPOSED CULVERT
W EXISTING PROCESS WATERLINE
G EXISTING GASLINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
SF SILT FENCE
SCL SEDIMENT CONTROL LOG
CWA CONCRETE WASHOUT AREA
VTC VEHICLE TRACKING CONTROL
TSS TOP SOIL STOCKPILE
SFO SILT FENCE OUTLET
1.SITE CLEARING AND GRUBBING IS EXPECTED WITHIN SOLAR
ARRAY PROJECT BOUNDARY AREA.
2.FINAL GRADING DESIGN NOT INCLUDED IN 30% DESIGN.
3.FIBER ROLLS AND SLOPE MATTING BEST MANAGEMENT
PRACTICES SHOULD BE UTILIZED IF APPLICABLE WHEN
FINAL GRADING AND EROSION CONTROL DESIGN IS
COMPLETE.
4.PROJECT AND BMP PHASING SHALL BE USED DURING
CONSTRUCTION TO LIMIT AND REDUCE SEDIMENT AND
EROSION CONTROL.
5.ROCK OUTLETS SHOULD BE UTILIZED IN FINAL EROSION
CONTROL DESIGN.
6.EPHEMERAL DITCHES SHOWN AS PROVIDED BY AES.
7.ELECTRICAL FEATURES ARE SHOWN HERE FOR
ILLUSTRATIVE PURPOSES ONLY.
GESC NOTES
5530
5530
5531
PL
O
T
T
E
D
:
6/
2
7
/
2
0
2
3
1
0
:
1
2
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\
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6
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.
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9
EAGLE SPRINGS
ORGANIC
SILT, CO
4084.001
JPD
JPD
BC
BC
6/21/23
PV-C.06.01 E
A 1/23/23 30% SUBMITTAL
B 2/16/23 30% RESUBMITTAL
C 3/17/23 30% RESUBMITTAL
D 3/29/23 30% RESUBMITTAL
E 6/21/23 30% RESUBMITTAL
---
---
---
OP OUTLET PROTECTION
SF PROPOSED SILT FENCE
SCL PROPOSED SEDIMENT CONTROL LOG
GL
GLGLGLGLGL
GL
GL GL GL GL GL PROPOSED CUT
GL
GLGLGLGLGL
GL
GL GL GL GL GL PROPOSED FILL
ARRAY GRADING CRITERIA:
·CUT FACTOR: 1.0
·FILL FACTOR: 1.15
·GRADING REVEAL WINDOW: 8"
·MAX E-W SLOPE: 10%
·MAX N-S SLOPE: 5%
NOTES:
·CUT/FILL QUANTITIES LISTED ARE RAW QUANTITIES AND DO
NOT ACCOUNT FOR SITE EXCAVATIONS OR ANY UTILITY
EXCAVATIONS. THE QUANTITIES SHOWN WERE DETERMINED
USING THE ANTICIPATED GRADES AS SHOWN ON THE SITE
PLAN AND ARE FOR ESTIMATING PURPOSES ONLY.
·GRADING DOES NOT INCLUDE SEDIMENT AND RUNOFF
CONTROL OR INTERCONNECTION AREA GRADING.
IP INTLET PROTECTION
EXISTING DITCH