HomeMy WebLinkAbout03 Site PlanPLOT DATE: 3/19/2019 9:21PM K:\Projects\Longacre Equine\LE Ranch 4 (2).pro
PLAN INDEX
FINAL PLAN COVER SHEET
LAND DEVELOPMENT PLAN
DRIVEWAY PROFILE & DETAIL SHEET
NOTES
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1) BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HERON
TAKEN FROM AVAILABLE INTERNET WEB DATA INCLUDING
GOOGLE EARTH, USGS AND GARFIELD COUNTY GIS RESOURCES. TOPOGRAPHY DATUN: NAVD 88.
2) LOCAL REGULATIONS RELATING TO LOCATION OF ALL ABOVE AND UNDERGROUND
UTILITIES ARE TO BE FOLLOWED PRIOR TO ANY EXCAVATION OR EARTH MOVING ACTIVITIES.
3) DESIGN INFORMATION IN THIS PLAN IS INTENDED TO ILLISTRATE THE GENERAL CONCEPT
OF THE TYPE, SIZE AND LOCATION OF PROPOSED IMPROVEMENTS. THE ACTUAL LOCATIONS AND
DETAILED ARRANGEMENT OF THE IMPROVEMENTS WILL BE DETERMINED IN THE FIELD AT TIME
OF CONSTRUCTION. THE OBJECTIVE WILL BE TO FIELD ADJUST IMPROVEMENTS TO BEST FIT AND
HAVE THE LEAST IMPACT ON THE EXISTING TERRAIN, VEGETATION AND DRAINAGE PATTERNS.
LIMITS OF DISTURBANCE AND IMPERVIOUS AREA ARE MAXIMUMS TO BE ADHERED TO.
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2102 COUNTY ROAP 245, SEW CASTLE, GARF
LOCATION MAP
1" = 2000'
0 2000
4000
SONG ACRE
EQUINE
ELP COUNTY
LOCATION MAP
1" = 250'
0 250
500
RECORD OWNER
4J, LLC
2241 COUNTY ROAD 512, STEPHENVILLE, TX 76401
PERMIT APPLICANT
LONGACRE EQUINE, LLC (LESSEE)
BARBARA AND SIMON LONGACRE
810 MINTER STREET, GLEENWOOD SPRINGS, CO 81601
PROPERTY ADDRESS
2101 COUNTY ROAD 245, NEW CASTLE, CO 81647
PARCEL ID
212525200104
PARCEL AREA:
20 ACRES
ZONING
DISTRICT: RURAL (R)
PERMITTED USES: RECREATIONAL DEVELOPMENT, CAMPGROUND / RV PARK
MINIMUM REQUIREMENTS REQUIRED
LOT AREA
FRONT YARD
SIDE YARD (ONE/BOTH)
REAR YARD
MAXIMUM REGULATIONS
LOT COVERAGE
BLDG. HEIGHT NON -RES.
2 ACRE
NA - NO PUBLIC STREET FRONTAGE
10 FT.
25 FT.
15%
40 FT.
SITE DEVELOPMENT DATA
INTENDED USE:
(10) PROPOSED PRIMITIVE CAMPSITES (TENT PAD, PICNIC TABLE AND PARKING SPACE)
WITH PAVILLION AND RESTROOMS, AS AUXILIARY USE TO EXISTING EQUINE BUSINESS.
AREA OF DEVELOPMENT:
PROJECT AREA INCLUDING CAMPSITES AND ACCESS DRIVES 1.4 ACRES
AREA OF PROPOSED IMPERVIOUS:
TOTAL AREA OF PROPOSED IMPERVIOUS SURFACE .673 ACRES
- MAIN ACCESS DRIVE 19,8636 SF, .456 ACRES
- SECONDARY ACCESS DRIVEWAY 5,400 SF, .122 ACRES
- PAVILLION AREA (30'X40') 1,200 SF, .027 ACRES
- CAMPSITE PARKING (10'X30'X 10 SITES) 3,000 SF, .068 ACRES
AREA OF DISTURBANCE:
TOTAL AREA OF DISTURBANCE .954 ACRES
- MAIN ACCESS DRIVE AREA OF DISTURBANCE .721 ACRES
- SECONDARY ACCESS DRIVEWAY AREA OF DISTURBANCE .233 ACRES
( NOTE: CAMPSITE WORK INVOLVES DEBRIS CLEAN-UP AND GRAVEL PLACEMENT
FOR 6'X6' TENT PAD AND CAR PARK, HENCE NO DISTURBANCE)
WATER SUPPLY:
POTABLE WATER AVAILABLE AT INDOOR ARENA FOR DRINKING AND COOKING.
NO PUBLIC WATER SYSTEM PROPOSED OR WATER AT CAMPSITE AREA.
SANITARY FACILITIES:
PORTABLE SANITARY FACILITIES TO BE PROVIDED BY LICENSED CONTRACTOR.
ELECTRIC:
NO ELECTRIC INITIALLY PROPOSED. CAMPERS PROVIDE OWN SOURCE OF LIGHTING.
INTENT IS TO EXTEND ELECTRIC TO PAVILION IN FUTURE, MAINLY FOR CONVENIENCE
OF RECHARGING PHONES AND ELECTRONICS.
DESCRIPTION
REVISION
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DATE
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JOB NO.
NA
SCALE
NONE
FILE NAME
PRJD_LE Ranch 4
SHEET #
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PLOT DATE: 3/19/2019 9:32PM K:\Projects\Longacre Equine\LE Ranch 4 (2).prc
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SHELTER
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\RSE PASTURE
1018 YEAR now PLAIN
HIGH WATER MARC
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PARCEL BOUNDARY
x
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10'x12' TENT SITE
CAMP SITE AREA
(25' Radius)
EXISTING CONDITIONS PLAN
GRAPHIC SCALE
1" = 60'
0 60
120
EXISTING VEGETATION
TO BE PRESERVED TO
GREATEST EXTEND POSSIBLE
PICNIC
TABLE
x 20' PARKING SPACE
10' WIDE ACCESS DRIVEWAY
NOTE
CAMPSITE AREAS TO BE LOCATED WHERE TOPOGRAPHY
AND SURFACE CONDITION ALLOWS WITH MINIMAL CHANGE.
AREA TO BE CLEARED OF DEBRIS AND HAND GROOMED.
LIGHT GRAVEL FOR CAR PARK SPACE, TENT PAD AND HAZARDS.
TYPICAL PRIMATIVE
CAMPSITE DETAIL
180
STRAWABALE BARRIER
PAVILION
RESTROOM
FACILITY
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IRRIGATED GRAS CROP FIELD
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\RSE PASTURE
1018 YEAR FLOW PLAN
HIGH WATER H49
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PARCEL BOUNDARY
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NOTE
WOOD AND METAL CONSTRUCTION IS EXAMPLE
OF STYLE OF SCREEN TO BE UTILIZED AT TOILET AREA.
DETAIL DESIGN TO BE DETERMINED ON SITE
TO BEST ADDRESS SCREENING NEEDS.
RESTROOM SCREEN DETAIL
SITE PLAN
GRAPHIC SCALE
1" = 60'
0
60
120
180
DESCRIPTION
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DATE
3/1/19
JOB NO.
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SCALE
1"=60'
FILE NAME
PRJD_LE Ranch 4
SHEET #
2 of 3
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NOTE
WOOD AND METAL CONSTRUCTION IS EXAMPLE
OF STYLE OF SCREEN TO BE UTILIZED AT TOILET AREA.
DETAIL DESIGN TO BE DETERMINED ON SITE
TO BEST ADDRESS SCREENING NEEDS.
RESTROOM SCREEN DETAIL
SITE PLAN
GRAPHIC SCALE
1" = 60'
0
60
120
180
DESCRIPTION
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DRAWN BY
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DATE
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JOB NO.
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SCALE
1"=60'
FILE NAME
PRJD_LE Ranch 4
SHEET #
2 of 3
PLOT DATE: 3/19/2019 9:24PM K:\Projects\Longacre Equine\LE Ranch 4 (2).prc
5705 ---
5700
5695
5690 ----
5685
5680
5675 ---
5670
5665
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DRIVEWAY PLAN
HORIZONTAL GRAPHIC SCALE
1" = 50'
NIP
0 50 100 150
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LEGEND
EXISTING GRADE
SLANTED TEXT
VERTICAL TEXT
PROPOSED GRADE
EXISTING FEATURES ARE LABELED WITH SLANTED TEXT
PROPOSED FEATURES ARE LABELED WITH VERTICAL TEXT
DRIVEWAY PROFILE
VERTICAL GRAPHIC SCALE
1" = 5
0
P...............� ..... -•move
5
10
15
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5700
5695
-- 5690
5685
5680
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5670
5665
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MAX
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3
16'
8
8'
-3%
GRAVEL MATERIAL TO MATCH
2
1.7
EXISTING DRIVEWAY CONSTRUCTION 1L_\
3
N?ICAL CRO55 SECTION -16WIPE ENTRANCE DRIVE
1) ROADWAY DESIGN INTENDS TO FIT WITH EXISTING TOPOGRAPHY TO MAINTAIN CURRENT
SHEET FLOW DRAINAGE PATTERN. GRADING SHALL NOT CREATE CONCENTRATED FLOWS.
WHERE SUCH CONDITION IS UNAVOIDABLE, ADDITIONAL GRADING SHALL BE DONE AT OUTFALL
TO RESTORE SHEET FLOW AND / OR BLEND INTO NATURAL DRAINAGE PATTERN.
2) ROADWAY CROWNED STARTING STATION 5+00. MAINTAIN 3% MINIMUN CROSS SLOPE.
3) EARTHWORK CUT/ FILL RESULTS IN BALANCED SITE WITH NO IMPORT OR EXPORT OF DIRT.
PROJECT RESULTS IN NO INCREASED FILL IN FLOODPLAIN.
2 IN. X 2 IN. X 36 IN.
(±3/8 IN) WOOD STAKES *
BALE
BALE BINDING
8 FT. MIN.
UNDISTURBED
GROUND
NOTES:
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SECTION VIEW
NOT TO SCALE
FILL
SLOPE
STRAW BALE BARRIERS SHALL NOT BE USED FOR PROJECTS EXTENDING MORE THAN 3 MONTHS.
STRAW BALE BARRIERS SHALL BE PLACED AT EXISTING LEVEL GRADE WITH ENDS TIGHTLY ABUTTING
THE ADJACENT BALES. FIRST STAKE OF EACH BALE SHALL BE ANGLED TOWARD ADJACENT BALE TO
DRAW BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE. BOTH ENDS
OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN
BARRIER ALIGNMENT.
COMPACTED BACKFILL SHALL EXTEND APPROXIMATELY 4 IN. ABOVE GROUND LEVEL.
SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/3 THE ABOVE GROUND HEIGHT OF
THE BARRIER. DAMAGED OR DETERIORATED BALES SHALL BE REPLACED IMMEDIATELY UPON
INSPECTION.
ANY SECTION OF STRAW BALE BARRIER WHICH HAS BEEN UNDERMINED OR TOPPED SHALL BE
IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET (STANDARD CONSTRUCTION DETAIL #4-6).
BALES SHALL BE REMOVED WHEN THE TRIBUTARY AREA HAS BEEN PERMANENTLY STABILIZED.
STANDARD CONSTRUCTION DETAIL
STRAW BALE BARRIER
SEDIMENT AND EROSION CONTROL NOTES:
1. ALL BARE AREA SHALL BE SEEDED AND STABILIZED IN ACCORDANCE WITH
LOCAL CONSERVATION DISTRICT REGULATIONS. SEED MIX, FERTILIZER AND APPLICATION
RATES SHALL BE BASED ON RECOMMENDATIONS OF GARFIELD COUNTY VEGETATION MANAGER.
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2: 1 SLOPE OR
FLATTER--
STRAW BAIL BARRIER
ON DOWNHILL SIDE OF
STOCKPILE AS INDICATE)
ON PLANS
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NOTES -
1) STOCKPILES TO BE STABILIZED IMMEDIATELY.
2) STOCKPILE HEIGHTS MUST NOT EXCEED 35'.
3) STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.
4) MAINTAIN STOCKPILE SURFACE IN ACCORDANCE
WITH TEMPORARY STABILIZATION NOTES.
TEMPORARY SOIL STOCKPILE DETAIL
DESCRIPTION
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SHEET NAME
JOB NAME
CLIENT
LONGACRE EQUINE
DRAWN BY
REL
DATE
3/1/19
JOB NO.
NA
SCALE
AS NOTED
FILE NAME
PRJD_LE Ranch 4
SHEET #
3 of 3