HomeMy WebLinkAboutFORT COLLINS MOTORSPORTS - BDR200009 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSX
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ELEC
ELEC
TELE
ELEC
SE FRONTAGE ROAD
EXISTING BUILDING
EXISTING
ASPHALT
EXISTING
DETENTION
POND
S89°59'56.00"W
149.66'
N6°12'53.37"E
211.41'
N18°21'30.00"E
322.75'
S80°01'32.00"E
268.96'
S12°45'13.00"W
307.28'
S0°38'45.00"W
135.51'
S86°25'10.00"W
72.25'
L
=
1
0
3
.0
6
'
R
=
4
4
9
.
26
'
∆
=
13
.
1
4
°
EXISTING
GRAVEL
PARKING
AREA
EXISTING ASPHALT
STORAGE YARD
20' EAE
10' PUBLIC SERVICE
UTILITY EASEMENT
REC. 98108892
20' EMERGENCY
ACCESS EASEMENT
(DEDICATED BY PLAT)
15' R/W FOR WATERLINE
(BOOK 1717, PG 158; BOOK 1636, PG 444)
20' SANITARY
SEWER EASEMENT
REC. 20050000156
27' EMERGENCY ACCESS EASEMENT
REC. 20050000155
9' UTILITY
EASEMENT
REC. 98108892
13.5' R/W IMP.
EASEMENT
REC. 98108892
20' DRAINAGE EASEMENT
REC. 20050000158
15' US WEST COMM. EASEMENT
REC. 99036582
22'
EAE
363'
24'
EAE
4.66
3.63 FL
3.68
3.77
4.33
4.09
4.31
3.60
3.25 FL
3.16 FL
3.10
3.48
3.55
0.4% 0.4%
3.14
3.91
3.13
3.60
3.36
4.35
2.89
3.09
3.69
3.23
2.98
3.43
3.54
3.20
2.88 FL
2.79 FL
3.37
2.66 FL
PROPERTY BOUNDARY
PROPERTY BOUNDARY / CDOT RIGHT-OF-WAY
PROPOSED GRAVEL
STORAGE YARD EXPANSION
EXISTING POND
OVERFLOW STRUCTURE
EXISTING STORAGE
YARD FENCE
EXISTING FENCE
EXISTING
CONCRETE
PAN
PUBLIC SERVICE
UTILITY EASEMENT
REC. 98108892
EXISTING 18" RCP
EXISTING LIGHT
POLE (TYP)
EXISTING FENCE
PROPOSED FENCE
EXISTING TREES (TYP.)
PROPOSED TREE (TYP)
LIMITS OF DISTURBANCE
TOTAL DISTURBED AREA = 9,830 SF
LIMITS OF DISTURBANCE
PROPOSED GRAVEL
EMERGENCY ACCESS
DRIVE
2' CONCRETE PAN
EXISTING RECYCLED
ASPHALT TO REMAIN
PROPOSED
DRAINAGE
SWALE
@0.40%
PROPOSED
DRAINAGE
SWALE
3.33
3.72
4.02
4.23
3.63
3.55
EXISTING
DRAINAGE
SWALE @ 0.4%
2.71 FL
PROJECT SITE
E PROSPECT RD
INTERSTATE 25
FORT COLLINS MOTORSPORTS 7/21/2020
U19044
1" = 30'
1" = N/A
FORT COLLINS MOTORSPORTS SUBDIVISION
NORTH
7/21/2020 4:39:23 PM
P:\U19044 - FORT COLLINS MOTORSPORTS\CADD\CP\GRADING & EROSION CONTROL PLAN.DWG
GRADING & EROSION CONTROL PLAN
SME CDB
C1
1
GRADING AND EROSION CONTROL PLAN
0 30' 60'
SCALE: 1" = 30'
15'
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
UNITED CIVIL
Design Group LLC
1
1800 SE FRONTAGE RD
FORT COLLINS, CO 80525
LOT 1, FORT COLLINS MOTORSPORTS SUBDIVISION
SITUATE IN THE NORTHWEST QUARTER OF SECTION 22, TOWNSHIP 7
NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SCALE: 1"=1000'
VICINITY MAP
NORTH
PROPERTY ADDRESS
LEGAL DESCRIPTION
HFH LLC
1800 SE FRONTAGE RD
FORT COLLINS, CO 80525
OWNER
EXISTING CURB & GUTTER
EXISTING FENCE
EXISTING CONCRETE PAN
ASPHALT PAVEMENT
CONCRETE PAVEMENT/SIDEWALK
LEGEND
PROPOSED GRAVEL DRIVE
EXISTING RECYCLED ASPHALT
PROPOSED FENCE
EXISTING EASEMENT
PROPERTY BOUNDARY
PROPOSED EASEMENT
EXISTING TREES
EXISTING LIGHT POLE
PROPOSED CONIFEROUS TREES
EXISTING GRAVEL DRIVE
SEDIMENT CONTROL LOG
90.30
PROPOSED SPOT ELEVATION
3.13
EXISTING GRADE
10.0%
4.0:1
PROPOSED SLOPE
PROPOSED MAJOR
CONTOUR
PROPOSED MINOR
CONTOUR
PROPOSED CONCRETE PAN
LIMITS OF DISTURBANCE
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES
NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION.
EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC
AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATIONS.
EROSION CONTROL NOTES
1. TOTAL DISTURBED AREA = 9,830 SF (0.23 ACRES).
2. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL
LANDSCAPE PLAN FOR DETAILS.
3. REFER TO CITY OF FORT COLLINS STANDARD AND SEDIMENT
CONTROL CONSTRUCTION PLAN NOTES FOR ADDITIONAL
INFORMATION.
4. EROSION CONTROL PRACTICES, SITE PROTECTION, AND
REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
5. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO
HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY.
THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM
DRAINAGE WAYS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO
VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE,
CONCRETE WASHOUT, AND SEDIMENT TRAP.
6. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE
AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS PER 1000
SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO
THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER TO CITY
OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
7. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A
GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL
BE SEEDED WITH THE APPROPRIATE SEED MIX AND INSTALLATION
METHOD AS SPECIFIED ON THE APPROVED LANDSACPE PLANS.
8. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE
USED:
INGREDIENT % AVAILABLE
BY WEIGHT
APPLICATION
RATE IN
LBS/ACRE
1"
24"
6" CONCRETE
2' CONCRETE PAN DETAIL
GRAVEL STORAGE YARD AND EMERGENCY ACCESS ROAD
6" COMPACTED AGGREGATE BASE COURSE
CDOT CLASS 5 / 6
COMPACTED AND MOISTURE CONDITIONED
SUBGRADE