HomeMy WebLinkAbout1.10 Site PlanPROPERTY DESCRIPTION
SPECIAL WARRANTY DEED RECORDED AS RECEPTION NO. 745609:
ALL THAT PART OF S1/2SW1/4 AND SW1/4SE1/4 SECTION 5, ALSO ALL THAT PART OF LOTS 2 AND 3, SECTION 8, ALL IN TOWNSHIP
6 SOUTH, RANGE 92 WEST, OF THE 6TH P.M., LYING NORTHERLY OF THE PRESENT U.S. HIGHWAY NO. 6 AND 24, AND SOUTHERLY
OF THE DITCH IN USE, KNOWN AS THE CACTUS VALLEY DITCH, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY LINE OF SAID SW1/4SE1/4 OF SECTION 5; WHENCE THE SOUTH EAST CORNER OF
SAID SECTION 5 BEARS SOUTH 83°57' EAST 1348.03 FEET; THENCE SOUTH 282.7 FEET ALONG THE EASTERLY LINE OF SAID
SW1/4SE1/4 AND THE EASTERLY LINE OF SAID LOT 2 SECTION 8 TO A POINT ON THE NORTHERLY LINE OF SAID HIGHWAY;
THENCE NORTH 83°17' WEST 615.9 FEET ALONG THE NORTHERLY BOUNDARY OF SAID HIGHWAY; THENCE NORTH 88°00' WEST
849.2 FEET ALONG THE NORTHERLY BOUNDARY OF SAID HIGHWAY; THENCE NORTH 87°59' WEST 1436.8 FEET ALONG THE
NORTHERLY BOUNDARY OF SAID HIGHWAY; THENCE NORTH 33°48' WEST 538.4 FEET; THENCE NORTH 57°40' EAST 116.0 FEET;
THENCE NORTH 46°39' WEST 132.46 FEET; THENCE NORTH 17°20' WEST 183.85 FEET; THENCE NORTH 80°49' EAST 20.0 FEET;
THENCE SOUTH 89°54' EAST 11.48 FEET TO A POINT IN THE CENTER OF SAID CACTUS VALLEY DITCH; THENCE NORTH 85°31'
EAST 524.82 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE NORTH 81 °22' EAST 183.64 FEET ALONG THE CENTER LINE
OF SAID DITCH; THENCE SOUTH 77°34' EAST 378.49 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 57°56' EAST
157.74 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 74°48' EAST 376.49 FEET ALONG THE CENTER LINE OF
SAID DITCH; THENCE SOUTH 82°45' EAST 397.35 FEET ALONG THE CENTER LINE OF SAID DITCH; THENCE SOUTH 59°47' EAST
302.54 FEET TO A POINT IN THE CENTER OF SAID DITCH; THENCE SOUTH 67°48' EAST 847.42 FEET ALONG THE CENTER LINE OF
SAID DITCH; THENCE NORTH 71°27' EAST 218.0 FEET ALONG THE CENTER LINE OF SAID DITCH; TO A POINT ON THE EASTERLY
LINE OF SAID SW1/4SE1/4; THE POINT OF BEGINNING.
SUBJECT TO THE TERMS AND CONDITIONS OF PROPERTY LINE AGREEMENT RECORDED SEPTEMBER 12, 2002 IN BOOK 1385 AT
PAGE 651.
EXCEPT ANY PORTION THEREOF LYING WITHIN ANY PUBLIC ROAD.
PROPERTY AND LEASE AREA DATA
PROPERTY PARCEL #: 217905400056
PROPERTY AREA: ±41.23 ACRES
LEASE AREA: ±5.70 ACRES
ZONING: RURAL (R)
SETBACKS: FRONT 50', SIDE 10', REAR 25'
LAND USE CHANGE PERMIT
ZIEGLER SOLAR GARDEN
MICROGRID ENERGY
A Parcel of Land Situate in the S 1 /2SW 1 /4 and in the SW1 /4SE 1 /4
in Lots 2 and 3, Section 8, all in Township 6 South, Range 92 West of the 6th P.M.,
GARFIELD COUNTY, STATE OF COLORADO
TOWN
OF SILT
STATE HIGHWAY 6
COLORADO RIVER
VICINITY MAP
SCALE: 1"=2000'
GENERAL NOTES:
1. GENERATION FACILITY LAYOUT IS CONCEPTUAL AT THIS TIME. FINAL EQUIPMENT SELECTION
AND LOCATIONS, INCLUDING PV ARRAYS, INVERTERS, TRANSFORMERS, AND
INTERCONNECTION EQUIPMENT MAY BE SUBJECT TO CHANGE DUE TO DESIGN OR UTILITY
INTERCONNECTION REQUIREMENTS OR OTHER FACTORS.
2. TREES ARE NOT OBSERVED WITHIN THE SOLAR ARRAY AREAS. IF NECESSARY, TREES AND
SHRUBS ARE TO BE REMOVED TO ALLOW FOR THE INSTALLATION OF THE ARRAYS AND TO
ELIMINATE SHADING.
3. ENERTIA CONSULTING GROUP, LLC ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS.
THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN LOCATED BASED ON THE ALTA SURVEY.
IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
4. ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO FINAL SURVEY, EQUIPMENT AND DESIGN.
5. SOLAR ARRAY SETBACKS FROM PROPERTY LINE MUST BE CONFIRMED PRIOR TO
CONSTRUCTION.
6. ARRAY FOOTPRINT GRADE SLOPES SHALL MEET ALL SLOPE CRITERIA OF THE SOLAR
MANUFACTURER.
APPLICANT
MICROGRID ENERGY
1644 PLATTE STREET, 4TH FLOOR
DENVER, COLORADO 80202
CONTACT: JON FITZPATRICK
(303) 506-7792
SURVEYOR
BOOKCLIFF SURVERYING
136 E 3RD STREET
RIFLE, CO 81650
(970) 625-1330
ENGINEER
ENERTIA CONSULTING GROUP, LLC
1529 MARKET STREET, SUITE 200
DENVER, COLORADO 80202
CONTACT: SEAN O'HEARN, PE
(303) 473-3131
SHEET INDEX
SHEET #
DESCRIPTION
1
COVER SHEET
2
OVERALL SITE PLAN
3
SOLAR ARRAY PLAN
4
GRADING AND DRAINAGE PLAN
5
SOLAR ARRAY DETAILS
6
GRADING AND DRAINAGE DETAILS
DESIGN ENGINEER'S SIGNATURE BLOCK
THE GRADING, EROSION AND SEDIMENT CONTROL PLAN INCLUDED HEREIN HAS BEEN PREPARED UNDER MY SUPERVISION IN
ACCORDANCE WITH THE REQUREMENTS OF THE GRADING, EROSION, AND SEDIMENT CONTROL (GESC) CRITERIA MANUAL OF GARFIELD
COUNTY, AS AMENDED.
REGISTERED PROFESSIONAL ENGINEER J. SEAN O'HEARN, PE DATE
STATE OF COLORADO NO. 33568
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DENVER, COLORADO 80202
ASSISTANT DIRECTOR OF DEVELOPMENT REVIEW
DATE
THESE CONSTRUCTION DRAWINGS HAVE BEEN
REVIEWED BY GARFIELD COUNTY FOR GRADING,
EROSION, AND SEDIMENT CONTROL
IMPROVEMENTS ONLY
ENGINEERING DIVISION ACCEPTANCE BLOCK
COVER SHEET
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 1"
DATE
11/07/17
FILE
COVER SHEET
DWG
SHEET 1 OF 6
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1. EQUIPMENT PAD TYPICALLY INCLUDES AC COMBINER PANEL, AC SWITCHGEAR, LOW VOLTAGE PANEL, ZIG ZAG
TRANSFORMER, PRODUCTION METER, AC DISCONNECT, LOCKING BILLING METER, DAS, POCC
2. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, SUPPORT, PROTECTION AND RESTORATION OF
ALL EXISTING UTILITIES AND APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
LAND USE CHANGE PERMIT.
3. PROVIDING NOTIFICATION AND RECEIVING MARKINGS OF UNDERGROUND MEMBER UTILITIES IN NO WAY
CONSTITUTES PERMISSION TO PERFORM CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND REPAIR OF ALL
UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. THE
CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITIES AND HAVE ALL UTILITIES FIELD LOCATED
PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION
OF ALL EXISTING STRUCTURES AND UTILITIES SHOWN ON THE DRAWINGS, TO ASCERTAIN WHETHER
ANY STRUCTURES AND UTILITIES MAY EXIST, AND TO REPAIR OR REPLACE ANY STRUCTURES AND
UTILITIES THAT MIGHT BE DAMAGED.
5. LOCATIONS OF UTILITIES REPRESENT THE BEST KNOWN LOCATIONS AT THE TIME OF PREPARATION OF
DRAWINGS. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES IN ADVANCE OF EXCAVATION.
RELOCATION OF UTILITIES IS NOT ANTICIPATED FOR THIS PROJECT. IF REQUIRED, THE CONTRACTOR
SHALL COOPERATE WITH COMPANIES TRYING TO COORDINATE THE RELOCATION EFFORT. LINES NOT
RELOCATED SHALL BE PROTECTED BY THE CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE ALLOWED
FOR THE MINOR ADJUSTMENT OF STRUCTURES IN ORDER TO CLEAR A CONFLICTING UTILITY.
6. EXISTING TOPOGRAPHY WITHIN LEASE AREA BASED ON ALTA SURVEY. EXISTING TOPOGRAPHY
OUTSIDE LEASE AREA IS APPROXIMATE AND BASED ON USGS TOPOGRAPHY.
7. BASED ON GARFIELD COUNTY LAND USE TABLE 7-107, THE SOLAR ACCESS DRIVEWAY WILL SEE FEWER THAN
20 AVERAGE DAILY TRIPS, QUALIFYING IT AS A PRIMITIVE ACCESS ROAD.
PROPOSED 16' PRIMITIVE ROAD TO BE CONSTRUCTED AT GRADE WITH NATIVE MATERIAL.
PROPOSED 16' PRIMITIVE ROAD SHALL NOT EXCEED 12% RUNNING SLOPE AND 2% CROSS SLOPE,
CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
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(SEE NOTE #7)
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LEASE AREA BOUNDARY
EDGE OF PAVEMENT (EOP)
SOLAR GARDEN PERIMETER FENCE
EXIST. FENCE
EXIST. OVERHEAD POWER
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EX. 1' CONTOUR
PROPERTY LINE
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5435
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415
ARRAY (TYP.)
SOLAR PANELS
PROPOSED 16' PRIMITIVE DRIVEWAY
EXIST. GRAVEL DRIVEWAY
EXIST. TREE NOT TO BE REMOVED
KEY MAP
Reception No. 610449
Reception
No. 551284
Reception No.
869683
Reception No.
871805
ri Lot 61A
Reception No. /
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Reception No. 507002
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FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG /
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
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DENVER, COLORADO 80202
OVERALL SITE PLAN
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 1"
DATE
11/07/17
FILE OVERALL SITE PLAN
DWG
SHEET 2 OF 6
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TRANSFORMER, PRODUCTION METER, AC DISCONNECT, LOCKING BILLING METER, DAS, POCC
2. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, SUPPORT, PROTECTION AND RESTORATION OF
ALL EXISTING UTILITIES AND APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
LAND USE CHANGE PERMIT.
3. PROVIDING NOTIFICATION AND RECEIVING MARKINGS OF UNDERGROUND MEMBER UTILITIES IN NO WAY
CONSTITUTES PERMISSION TO PERFORM CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND REPAIR OF ALL
UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. THE
CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITIES AND HAVE ALL UTILITIES FIELD LOCATED
PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION
OF ALL EXISTING STRUCTURES AND UTILITIES SHOWN ON THE DRAWINGS, TO ASCERTAIN WHETHER
ANY STRUCTURES AND UTILITIES MAY EXIST, AND TO REPAIR OR REPLACE ANY STRUCTURES AND
UTILITIES THAT MIGHT BE DAMAGED.
5. LOCATIONS OF UTILITIES REPRESENT THE BEST KNOWN LOCATIONS AT THE TIME OF PREPARATION OF
DRAWINGS. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES IN ADVANCE OF EXCAVATION.
RELOCATION OF UTILITIES IS NOT ANTICIPATED FOR THIS PROJECT. IF REQUIRED, THE CONTRACTOR
SHALL COOPERATE WITH COMPANIES TRYING TO COORDINATE THE RELOCATION EFFORT. LINES NOT
RELOCATED SHALL BE PROTECTED BY THE CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE ALLOWED
FOR THE MINOR ADJUSTMENT OF STRUCTURES IN ORDER TO CLEAR A CONFLICTING UTILITY.
6. EXISTING TOPOGRAPHY WITHIN LEASE AREA BASED ON ALTA SURVEY. EXISTING TOPOGRAPHY
OUTSIDE LEASE AREA IS APPROXIMATE AND BASED ON USGS TOPOGRAPHY.
7. BASED ON GARFIELD COUNTY LAND USE TABLE 7-107, THE SOLAR ACCESS DRIVEWAY WILL SEE FEWER THAN
20 AVERAGE DAILY TRIPS, QUALIFYING IT AS A PRIMITIVE ACCESS ROAD.
PROPOSED 16' PRIMITIVE ROAD TO BE CONSTRUCTED AT GRADE WITH NATIVE MATERIAL.
PROPOSED 16' PRIMITIVE ROAD SHALL NOT EXCEED 12% RUNNING SLOPE AND 2% CROSS SLOPE,
CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
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SOLAR PANELS
PROPOSED 16' PRIMITIVE DRIVEWAY
EXIST. GRAVEL DRIVEWAY
EXIST. TREE NOT TO BE REMOVED
KEY MAP
Reception No. 610449
Reception
No. 551284
PROPERTY
Reception No.
869683
LEASE AREA
Reception No.
871805
ri Lot 61A
Reception No. /
507002 /
Lot 62A
Reception No. 507002
U.S. HIGHWAY 6
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CALL 811
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UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
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DENVER, COLORADO 80202
VERIFY SCALE
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DATE
11/07/17
FILE SOLAR ARRAY PLAN
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SHEET 3 OF 6
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1. EQUIPMENT PAD TYPICALLY INCLUDES AC COMBINER PANEL, AC SWITCHGEAR, LOW VOLTAGE PANEL, ZIG ZAG
TRANSFORMER, PRODUCTION METER, AC DISCONNECT, LOCKING BILLING METER, DAS, POCC
2. LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, SUPPORT, PROTECTION AND RESTORATION OF
ALL EXISTING UTILITIES AND APPURTENANCES, WHETHER SHOWN OR NOT SHOWN ON THE APPROVED
LAND USE CHANGE PERMIT.
3. PROVIDING NOTIFICATION AND RECEIVING MARKINGS OF UNDERGROUND MEMBER UTILITIES IN NO WAY
CONSTITUTES PERMISSION TO PERFORM CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND REPAIR OF ALL
UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT. THE
CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITIES AND HAVE ALL UTILITIES FIELD LOCATED
PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION
OF ALL EXISTING STRUCTURES AND UTILITIES SHOWN ON THE DRAWINGS, TO ASCERTAIN WHETHER
ANY STRUCTURES AND UTILITIES MAY EXIST, AND TO REPAIR OR REPLACE ANY STRUCTURES AND
UTILITIES THAT MIGHT BE DAMAGED.
5. LOCATIONS OF UTILITIES REPRESENT THE BEST KNOWN LOCATIONS AT THE TIME OF PREPARATION OF
DRAWINGS. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES IN ADVANCE OF EXCAVATION.
RELOCATION OF UTILITIES IS NOT ANTICIPATED FOR THIS PROJECT. IF REQUIRED, THE CONTRACTOR
SHALL COOPERATE WITH COMPANIES TRYING TO COORDINATE THE RELOCATION EFFORT. LINES NOT
RELOCATED SHALL BE PROTECTED BY THE CONTRACTOR. NO ADDITIONAL PAYMENT WILL BE ALLOWED
FOR THE MINOR ADJUSTMENT OF STRUCTURES IN ORDER TO CLEAR A CONFLICTING UTILITY.
6. EXISTING TOPOGRAPHY WITHIN LEASE AREA BASED ON ALTA SURVEY. EXISTING TOPOGRAPHY
OUTSIDE LEASE AREA IS APPROXIMATE AND BASED ON USGS TOPOGRAPHY.
7. BASED ON GARFIELD COUNTY LAND USE TABLE 7-107, THE SOLAR ACCESS DRIVEWAY WILL SEE FEWER THAN
20 AVERAGE DAILY TRIPS, QUALIFYING IT AS A PRIMITIVE ACCESS ROAD.
PROPOSED 16' PRIMITIVE ROAD TO BE CONSTRUCTED AT GRADE WITH NATIVE MATERIAL.
PROPOSED 16' PRIMITIVE ROAD SHALL NOT EXCEED 12% RUNNING SLOPE AND 2% CROSS SLOPE,
CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
GENERAL LEGEND
I IIII II II IIII II II IIII II II IIII II II IIII II II IIII II II
Scale: 1"=80'
0 80
OE
5410
160
FEET
PROPERTY LINE
WETLAND BOUNDARY
LEASE AREA BOUNDARY
EDGE OF PAVEMENT (EOP)
SOLAR GARDEN PERIMETER FENCE
EXIST. OVERHEAD POWER
EX. 5' CONTOUR
EX. 1' CONTOUR
7
5435 ---
EXISTING GRAVEL DRIVEWAY
7
7
MATCH
MATCH EXIST. ELEV
5430
$425
/
MATCH EXIST. ELEV
7
7
/
PROPERTY LINE
5440
5435
5430
—5425
LEASE AREA
BOUNDARY
SOLAR GARDEN
PERIMETER FENCE
420
5415
ARRAY (TYP.)
SOLAR PANELS
PROPOSED 16' PRIMITIVE DRIVEWAY
EXIST. GRAVEL DRIVEWAY
KEY MAP
Reception No. 610449
N
N
EXIST. TREE NOT TO BE REMOVED
EROSION & SEDIMENT CONTROL LEGEND
STORM DRAIN
INLET PROTECTION
SILT FENCE OR ALTERNATIVE
SEDIMENT CONTROL LOG
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
OUTLET PROTECTION
SF
• ••
L
L
Reception
No. 551284
Reception No.
869683
PROPERTY
Reception No.
871805
ri Lot 61A
Reception No. /
507002
Lot 62A
Reception No. 507002
U.S. HIGHWAY 6
EROSION & SEDIMENT CONTROL NOTES
- CONTRACTOR MUST ADHERE TO THE SWMP AND GESC PREPARED FOR THIS PROJECT.
CONTRACT MUST ALSO KEEP COPIES OF THE SWMP AND GESC PLANS ON SITE THROUGH
OUT THE DURATION OF THE PROJECT.
SUMMARY OF WORK
INITIAL PHASE
• MOBILIZATION AND SET UP OF THE CONSTRUCTION SITE.
• INSTALLATION OF INITIAL BMP'S BEFORE GRADING OPERATIONS BEGIN.
INTERIM PHASE
• OVERLOT GRADING OF THE DRIVEWAY
• INSTALLATION OF INTERIM BMPS AS GRADING OPERATIONS PROGRESSES
• UTILITY INSTALLATION.
• DISTURBED SURFACES SHALL BE STABILIZED IF THEY ARE INACTIVE FOR A PERIOD
OF 30 DAYS OR LONGER. APPROXIMATE STABILIZATION METHODS SUCH AS SEEDING,
MULTCHING OR OTHER METHODS RECOMMENDED IN VOLUME 3 OF THE UDFCD
MANUAL MAY BE USED.
FINAL PHASE
• REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL BMPs.
•• PERIMETER SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL 70 PERCENT
VEGETATION IS ESTABLISHED FOR ALL OF THE DISTURBED AREAS.
10
I J
/ II
�I II
IIS II
5415
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NOTE #7)
— —
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11 jiMilileewillaralliff
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MATCH EXIST. ELEV
EXIST. OVERHEAD POWER
LINE AND POLE, TYP.
0
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PROPERTY
LINE
EXIST. 12" CMP
I.E. IN = 5408.20'
I.E. OUT = 5407.90'
EXIST. TELEPHONE
PEDESTAL
— EQUIPMENT PAD (SEE NOTE #1)
PAD MOUNTED STEP UP
TRANSFORMER
EXIST. 24" RCP
I.E. IN = 5403.0'
I.E. OUT = 5403.3'
LINE DELINEATES WETLAND
BOUNDARY (TYP.)
DASHED LINE DELINEATES
LIMITS OF CONSTRUCTION
EXIST. TREE TO REMAIN —/
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
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DENVER, COLORADO 80202
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 1"
DATE
11/7/17
FILE
GRADING AND DRAINAGE PLAN
DWG
SHEET 4 OF 6
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DATE 11/07/17
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DWG
SHEET 5 OF 6
Q:\M ICROGRI D\ZIEGLER\07-CADD\SHEETS\SOLAR ARRAY DETAILS.DWG
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GRADING AND
DRAINAGE DETAILS
Vehicle Tracking Control (VTC)
SM -4
SIDEWALK CR OTHER
PAVED SDRFACE
50 FOOT (MIN.)
20 FOOT
(WIDTH CAN BE
LESS IF CONST.
VEHICLES ARE
PHYSICALLY
CONFINED ON
BOTH SIDES)
PUBLIC
ROADWAY
INSTALL ROCK FLUSH WITH
OR BELOW TOP OF PAVEMENT
9" (MIN,)
UNLESS OTHERWISE SPECIFIED
BY LOCAL JURISDICTION, USE
CDOT SECT. #703, AASHTO #3
COARSE AGGREGATE OR 6'
MINUS ROCK
NON -WOVEN GEOTEXTLE FABRIC
BETWEEN SOIL AND ROCK
UNLESS OTHERWISE SPECIFIED BY LOCAL
JURISDICTION, USE CDOT SECT. #703, AASHTO
#3 COARSE AGGREGATE
CR 6" MINUS ROCK
-
COMPACTED SLIBCRADE SECTION A
9" (MIN.)
T
NON -WOVEN CECTEXTILE
FABRIC
VTC -1. AGGREGATE VEHICLE TRACKING CONTROL
November 2010
Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
VTC -3
VEHICLE TRACKING CONTROL DETAIL
Concrete Washout Area (CWA)
MM -1
CONCRETE WASHOUT
�SEGN
3:1
5 3:1
41: :1
12" TYP.
1 >4 -
UNDISTURBED 0R
COMPACTED SOIL
25 MIN
CONCRETE WASHOUT AREA PLAN
COMPACTED BERM AROUND
THE PERIMETER
>3
VEHICLE TRACKING
CONTROL (SEE
VTC DETAIL) OR
OTHER STABLE
SURFACE
2% SLOPE
3' MIN. Ii
111 >3
8 X 8 MIN.
SECTION A
CWA-1 . CONCRETE WASHOUT AREA
CWA INSTALLATION NOTES
VEHICLE TRACKING
CONTROL (SEE VTC -
DETAIL )
1. SEE PLAN VIEW FOR:
-CWA INSTALLATION LOCATION.
2. D0 NOT LOCATE AN UNLINED CWA WITHIN 400' OF ANY NATURAL DRAINAGE PATHWAY OR
WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF
SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE,
THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR
SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A
LINED ABOVE GROUND STORAGE ARE SHOULD BE USED.
3, THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE.
4. CWA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8' BY 8' SLOPES
LEADING OU7 OF THE SUBSURFACE PIT SHALL BE 3:1 0R FLATTER. THE PIT SHALL BE AT
LEAST 3' DEEP.
5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'.
6. VEHICLE TRACKING PAD SHALL 136 SLOPED 2% TOWARDS THE CWA.
7. SIGNS SHALL HE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND
ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS
OF CONCRETE TRUCKS AND PUMP RIGS.
8 USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION.
November 2010
Urban Drainage and Flood Control District CWA-3
Urban Storm Drainage Criteria Manual Volume 3
CONCRETE WASHOUT DETAIL
Silt Fence (SF)
SC -1
f+—iF—Y-4
FLOW --
EXISTING
GROUND
SILT FENCE
GEoTEXILE t
COMPACTEDjj"
BACKFILL
EAST 10"
FENCE
MIN
BLIRIEO
6" MIN
AT L
OF SILT
`TAIL" SHALL BE
POSTS SWV..L EE 401NED AS
SHOWN, THEN ROTATED 160 DEG,
IN DIREQTIOM SHOWN AND CONCH
INTO THE GROUND
1 4" x 1 )"
(REQ0MMENDED) *000EN
FENCE POST WITH ID' W*
SPACING
36'-45"
TYP.
18"
UN
SILT FENCE
POSTS SHALL OVERLAP
AT JOINTS SID rNAT NO C/
APS
r4 SLIT FINE
ri
r
1
THIcXNESS OF GEOTExT1LE RAS
BEEN EXAGGERATED, AYR
SECTION A
SF -1. SILT FENCE
November 2010
Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
SILT FENCE DETAIL
SF -3
Sediment Control Log (SCL)
SC -2
95" x 1)5." x 18" (MIN)
WOODEN STAKE
Ya DIAM.
FLOW OF SCL
(T1P�
/,(ice,
9" DIAMETER (MIN)
SEDIMENT CONTROL LOG
; / ,/ NOTE: LARGER
7���TT T DIAMETER SEDIMENT
..,'WV CONTROL LOGS MAY
�f/ ,�y NEED TO BE
r f EMBEDDED DEEPER.
\v y�G\Y.\Y \`GtY.\Yati�1�
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COMPACTED EXCAVATED
TRENCH SOIL
FLOW=
CENTER STAKE IN CONTROL LOG
SECTION A
12" OVERLAP
(MIN.)
■
9" DIAMETER (MIN)
SEDIMENT CONTROL LOG
Y3 DIME. SCL (TYP.)
115" x 1)5" x 18" (MIN)
WOODEN STAKE
9" DIAMETER (MIN)
SEDIMENT CONTROL LOG
1
SEDIMENT CONTROL LOG JOINTS
SCL-1. SEDIMENT CONTROL LOG
November 2010
Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
SEDIMENT CONTROL LOG
SCL-3
Inlet Protection (IP) SC -6
1117
FLOW ---
vwd
CULVERT
1 END SECTION
filerygr
ROCK SOCK
CULVERT INLET PROTECTION
PLAN r 10" MIN.
L
D (12" MIN.)
CIP�
BACKFILL UPSTREAM ROCK
OF WATTLE SOCK
SECTION A
KEY IN ROCK SOCK 0" ON BEDROCK, PAVEMENT OR RIPRAP
KEY IN ROCK SOCK 2" ON EARTH
SECTION B
CIP-1. CULVERT INLET PROTECTION
CULVERT INLET PROTECTION INSTALLATION NOTES
1. SEE PLAN VIEW FOR
-LOCATION OF CULVERT INLET PROTECTION.
2. SEE ROCK SOCK DESIGN DETAIL FOR ROCK GRADATION REQUIREMENTS AND JOINTING
DETAIL.
CULVERT INLET PROTECTION MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, AND PERFORM NECESSARY MAINTENANCE.
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE FAILURE.
4. SEDIMENT ACCUMULATED UPSTREAM OF THE CULVERT SHALL BE REMOVED WHEN THE
SEDIMENT DEPTH IS )4 THE HEIGHT OF THE ROCK SOCK.
5. CULVERT INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED
AREA IS PERMANENTLY STABILIZED AND APPROVED BY THE LOCAL JURISDICTION.
(DETAILS ADAPTED FROM AURORA, COLORADO, NOT AVAILABLE IN AUTOCAD)
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
DIFFERENCES ARE NOTED.
August 2013 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
IP -7
INLET PROTECTION
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1644 PLATTE ST., 4TH FLOOR
DENVER, COLORADO 80202
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0 1"
DATE
11/07/17
FILE
DWG
SHEET 6 OF 6
Q:\MICROGRID\ZIEGLER\07-CADD\SHEETS\GRADING AND DRAINAGE DETAILS.DWG
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