HomeMy WebLinkAboutTRIPLE CROWN SPORTS EXPANSION - MA220144 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)HORSETOOTH ROAD
UNION PACIFIC RAILROADPROJECT
SITE
TIMBERLINE ROADZIEGLER ROADDRAKE ROAD
HARMONY ROADLEMAY AVECARIBOU DRIVEPADDINGTON ROAD
CORBETT DRIVEPARKLAKE DRIVECENTENNIAL
R
O
A
D
WILLIAM NEAL PKWYRIGDEN PKWY1" = 1000'
1" = N/A
12/7/202210:48:38 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C0.00 - COVER.DWGC0.00 - COVERSMEJRSC0.00COVER SHEET1 PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: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 plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022COLLINDALE BUSINESS PARK NINTH FILING
BEING A REPLAT OF LOT 2, COLLINDALE BUSINESS PARK SECOND FILING AND LOT 1, COLLINDALE BUSINESS PARK SEVENTH
FILING, SITUATE IN THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL
MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/DEVELOPER
TRIPLE CROWN SPORTS
3930 AUTOMATION WAY
FORT COLLINS, CO 80525
PHONE: (970) 223-6644
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
19 OLD TOWN SQUARE, STE 238
FORT COLLINS, CO 80524
PHONE: (970) 530-4044
CONTACT: SAM ELIASON
CONTACT: JACOB STEIN
PLANNER/LANDSCAPE ARCHITECT
TB GROUP
444 MOUNTAIN AVENUE
BERTHOUD, CO 80513
PHONE: (970) 532-5891
CONTACT: CATHY MATHIS
ARCHITECT
ARNETT DESIGN STUDIO, INC.
PHONE: (303) 775-1701
CONTACT: STAN ARNETT
SURVEYOR
TRI-PEAKS, LLC
306 EAST ELIZABETH STREET
FORT COLLINS, CO 80524
PHONE: (970) 232-9482
CONTACT: CHRISTOPHER THEW
UTILITY PROVIDER CONTACT PHONE
WATER, WASTEWATER,CITY OF FORT COLLINS UTILITIES WES LAMARQUE (970) 416-2418
& STORMWATER
POWER CITY OF FORT COLLINS LIGHT & POWER AUSTIN KREAGER (970) 224-6152
NATURAL GAS XCEL ENERGY STEPHANIE RICH (970) 225-7828
TELECOM CENTURYLINK ROBERT RULI (970) 490-7503
CABLE COMCAST DON KAPPERMAN (970) 567-0245
Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the
information shown.
UTILITY PROVIDERS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
PROJECT COORDINATES
PROJECT DATUM: NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS VERTICAL BENCHMARK "5-13"
2" ALUMINUM CAP AT THE SOUTHWEST CORNER OF TIMBERLINE RD. AND CARIBOU DR., ON A CONCRETE
TRAFFIC SIGNAL BASE.
ELEVATION=4955.35
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS
MAY HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL
DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19'
BASIS OF BEARINGS:
BASED ON THE EAST LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 31, T7N, R68W TO HAVE THE
COLLINDALE BUSINESS PARK 7TH FILING PLAT BEARING OF S00°05'00"E BETWEEN THE NORTHEAST CORNER
OF SAID SECTION 31 AND THE EAST 1/4 CORNER OF SECTION 31 BOTH MONUMENTS ARE DESCRIBED AND
LABELED ON THE FACE OF THIS PLAT.
NOTE:
1.ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF
THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO
USING THEM FOR ANY PURPOSES.
PROJECT TEAM
VICINITY MAP
1"=1000'
CIVIL CONSTRUCTION PLANS FOR
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS
WERE PREPARED UNDER MY DIRECT SUPERVISION, IN
ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS
AND STATE OF COLORADO STANDARDS AND STATUTES,
RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR
THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD
CONDITIONS THAT I HAVE NOTED ON THESE PLANS.
SAMUEL ELIASON, PE #38212 DATE
CERTIFICATION STATEMENT
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY
FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY
RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE
LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE CALCULATIONS.
FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL
QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE
CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL
RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL
QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
DISCLAIMER STATEMENT
TRIPLE CROWN SPORTS EXPANSION
DECEMBER 2022
PAGE #SHEET #SHEET NAME
1 C0.00 COVER SHEET
2-3 C0.01 - C0.02 GENERAL NOTES
4 C1.00 EXISTING CONDITIONS & REMOVALS PLAN
5 C2.00 HORIZONTAL CONTROL PLAN
6 C2.01 DETAILED HORIZONTAL CONTROL PLAN
7 C3.00 UTILITY PLAN
8 C3.10 STORM SEWER PLAN & PROFILE
9 C4.00 OVERALL GRADING & EROSION CONTROL PLAN
10 C4.01 DETAILED GRADING PLAN
11 C5.00 DRAINAGE PLAN
12-14 C6.00 - C6.02 CONSTRUCTION DETAILS
SHEET INDEX
This document is not a Plat.
1/03/2023
9+7510+0011+00
12+00
EXISTING
BUILDING
FFE = 4954.2AUTOMATION WAY20' DRAINAGE AND
UTILITY EASEMENT
8' UTILITY EASEMENT
EXISTING BURIED ELECTRIC
EXISTING TREE (TYP)
BASIN 1
(24'' NYLOPLAST BASIN
W/ DOMED GRATE)
STA 10+00.00
N: 1453692.07
E: 3120276.71
53.5 LF 8" STORM
26.4 LF 8" STORM
11.25° BEND
STA 10+53.49
N: 1453690.89
E: 3120330.18
8''X8'' TEE
W/ 8''X4'' REDUCER (S)
STA 10+79.93
N: 1453685.16
E: 3120356.00
18.2 LF 8" STORM
BASIN 2
(24'' NYLOPLAST BASIN
W/ SOLID LID)
STA 10+98.09
N: 1453702.89
E: 3120359.93
14.8 LF 8" STORM
BASIN 3
(24'' NYLOPLAST
PERFORATED BASIN
W/ STANDARD GRATE)
STA 11+81.68
N: 1453684.77
E: 3120441.53
STA: 9+75.00
N: 1453668.55
E: 3120268.25
START ALIGNMENT
STA: 12+00.00
N: 1453680.80
E: 3120459.42
END ALIGNMENT
PROPOSED PERMEABLE DRAIN SECTION
(SEE DETAIL ON THIS SHEET)
STA: 11+15.04
N: 1453699.22
E: 3120376.48
BEGIN PERMEABLE DRAIN SECTION
STA: 11+73.98
N: 1453686.44
E: 3120434.02
END PERMEABLE DRAIN SECTION
FFE=4950.70
FFE=4953.20
FFE=4949.90
PROPOSED
BUILDING
EXPANSION
PROPOSED
BULLPEN
AREA
PROPOSED AGGREGATE DRAIN SECTION
(SEE DETAIL ON THIS SHEET)
PROPOSED DRAINAGE
& UTILITY EASEMENT
CONNECT 4'' PVC
TO BLDG ROOF DRAIN
INV. OUT=4945.70 (N)
11.6 LF 4" PVC @ 4.30%
CONNECT TO 4'' PVC
TO BLDG ROOF DRAIN
INV. OUT=4945.70 (N)
23.9 LF 4" PVC @ 6.06%
27.2 LF 4" PVC @ 5.34%
CONNECT TO 4'' PVC
TO BLDG ROOF DRAIN
INV. OUT=4945.70 (N)
26.9 LF 8" STORM
41.9 LF 8" STORM
8''X4'' TEE
INV.=4944.25
FG=4948.06
8''X4'' TEE
INV.=4944.25
FG=4948.23
STORM 1 PROFILE
STA: 9+75 - STA: 12+00
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
9+75 10+00 10+50 11+00 11+50 12+00BASIN 1(24'' NYLOPLAST BASINW/ DOMED GRATE)STA: 10+00.00GRATE 4950.3±INV. OUT 4948.50 (E)SUMP 4947.5053.
5
L
F
8
"
P
V
C
@
4
.
1
3
%11.25° BENDSTA: 10+53.49INV. 4946.2926.4 LF
8" PVC
@ 4.13%8''X8'' TEEW/ 8''X4'' REDUCER (S)STA: 10+79.93INV. 4945.20INV. 4945.2018.2 LF
8" PVC
@ 4.13%BASIN 2(24'' NYLOPLAST BASINW/ SOLID LID)STA: 10+98.09GRATE 4948.2±INV. IN 4944.45 (S)INV. OUT 4944.25 (E)14.8 LF
8" PVC
@ 0.00%BASIN 3(24'' NYLOPLASTPERFORATED BASINW/ STANDARD GRATE)STA: 11+81.68GRATE 4947.5±INV. IN 4944.25 (W)SUMP 4943.25PROPOSED GRADE
EXISTING GROUND
26.9 LF
8" PVC
@ 0.00%
41.9 LF
8" PVC
@ 0.00%8''X4'' TEESTA: 11+12.88INV. IN 4944.25 (W)INV. IN 4944.25 (S)INV. OUT 4944.25 (E)8''X4'' TEESTA: 11+39.75INV. IN 4944.25 (W)INV. IN 4944.25 (S)INV. OUT 4944.25 (E)1" = 30'
1" = 3'12/7/202210:49:22 AMC:\UNITED CIVIL DROPBOX\PROJECTS\U22030 - TRIPLE CROWN SPORTS\CADD\CP\C3.10 - STORM PLAN & PROFILE.DWGC3.10 - STORM PLAN & PROFILESMEJRSC3.10STORM SEWER PLAN & PROFILE8 PREPARED FOR:JOB NUMBER
SHEET NUMBER
SHEETSOF DATE SUBMITTED:VERTICAL:
HORIZONTAL:
SCALEPRELIMINARYPLANSNOT F
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PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME: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 plansmust be in writing and must be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING
UNITED CIVIL
Design Group
19 OLD TOWN SQUARE #238
FORT COLLINS, CO 80524
(970) 530-4044
www.unitedcivil.com
TRIPLE CROWN SPORTSU22030TRIPLE CROWN SPORTS EXPANSION14 12/7/2022NORTH0 30'60'
SCALE: 1" = 30'
15'
36"
48"
VARIES
(APPROX. 10")
VARIES
(APPROX. 16")
8" PERFORATED
PVC PIPE
RESERVOIR AGGREGATE PER
CITY OF FORT COLLINS SPECIFICATIONS
(GRADATION ASTM #57 OR #67)
TURF SUBGRADE PER
TRIPLE CROWN SPORTS SPECIFICATIONS
FOR PLAYING SURFACE AREAS
EXISTING SOILS (TYP)
16"
12"
PERMEABLE DRAIN SECTION
NOT TO SCALE
48"
VARIES
(APPROX. 6")
RESERVOIR AGGREGATE PER
CITY OF FORT COLLINS SPECIFICATIONS
(GRADATION ASTM #57 OR #67)
GRAVEL SURFACE PER
TRIPLE CROWN SPORTS SPECIFICATIONS
EXISTING SOILS (TYP)
AGGREGATE DRAIN SECTION
NOT TO SCALE
LEGEND
DS
DOMESTIC SERVICE
LINE AND METER
FIRE DEPARTMENT CONNECTION
DOWNSPOUT, ROOF DRAIN,
AND ROOF OVERFLOW
STORM PIPE AND
DRAIN BASIN
ELECTRIC LINE AND
TRANSFROMER
GAS LINE AND METER
LIGHT POLE
RD OVF
G
FDC
UTILITY NOTES
1.ALL EXISTING UTILITIES ARE APPROXIMATELY SHOWN
AND LOCATIONS NEED TO BE VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION.
2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE
PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO
MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING
BUILDINGS OR PROPERTIES.
3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL
LIGHTING, TELECOM CONDUITS (PHONE, TELEVISION
AND FIBER) AND POWER LINE ROUTING FOR SITE
LIGHTING.
4.THE CONTRACTOR SHALL CONTACT THE UTILITY
NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR
1-800-922-1987, TO HAVE LOCATIONS OF UNCC
REGISTERED LINES MARKED BY MEMBER COMPANIES.
ALL OTHER UNDERGROUND FACILITIES SHALL BE
LOCATED BY CONTACTING THE RESPECTIVE OWNER.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING
UTILITIES AS NECESSARY TO ENSURE THE UTILITIES
WILL NOT BE IMPACTED BY CONSTRUCTION ACTIVITIES.
SANITARY SERVICE
AND CLEANOUT
FIRE LINE
PERMEABLE/BURIED
AGGREGATE DRAIN
SECTION
1/03/2023
*Mask all text in all profiles.*