HomeMy WebLinkAboutCHOICE CENTER FILING 3 (FORMERLY 1721 S. COLLEGE TOWNHOMES) - PDP - PDP160042 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANS1 OF 12
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
ORIGINAL FIELD SURVEY:
RICHARD B. GABRIEL
POWER SURVEYING COMPANY, INC.
150 W. 84TH AVE.
THORNTON, CO. 80260
DATE: 11/11/2016
REVISED: 11/15/2016
REVISED: 12/14/2016
REVISED: 01/30/2017
REVISED: 02/07/2017
REVISED: 03/06/2017
SUBSURFACE EXPLORATION BY:
DAVID RICHER
EARTH ENGINEERING CONSULTANTS, LLC
4396 GREENFIELD DRIVE
WINDSOR, CO 80550
DISCLAIMER STATEMENT:
THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE
REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT
COLLINS ENGINEER, OR THE CITY OF FORT COLLINS 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 FOR
ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR
ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION
PHASE.
CERTIFICATION STATEMENT:
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.
PROJECT BENCHMARKS:
COVER SHEET
UTILITY PLANS FOR
CHOICE CENTER THIRD FILING
BEING A REPLAT OF LOT 2, CHOICE CENTER SUBDIVISION AND A PORTION OF LOT 3, FOX SHOPPING CENTER SUBDIVISION
LOCATED WITHIN THE NORTHEAST QUARTER (NE 1/4) OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF FORT COLLINS AND COUNTY OF LARIMER, STATE OF COLORADO.
CONTACT INFORMATION SHEET INDEX
PROJECT TEAM:
OWNER
MARK GOEHAUSEN
CORE FORT COLLINS LLC
2234 W. NORTH AVENUE
CHICAGO, IL 60647
TEL: (773) 969-5748
APPLICANT
MARK GOEHAUSEN
CORE FORT COLLINS LLC
2234 W. NORTH AVENUE
CHICAGO, IL 60647
TEL: (773) 969-5748
ARCHITECT
JOE ANTUNOVICH
ANTUNOVICH ASSOCIATES
2 OF 12
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
GENERAL NOTES
Know what's below.
Call before you dig.
² ²
COLLEGE AVENUE
CHOICE CENTER DRIVE
3 OF 12
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
DEMOLITION PLAN
DEMOLITION NOTES
DEMOLITION LEGEND
Know what's below.
Call before you dig.
NORTH
UNIT 102
COLLEGE AVENUE
CHOICE CENTER DRIVE
UNIT 101
UNIT 105
UNIT 103
UNIT 106
UNIT 104
BUILDING A
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
EROSION CONTROL LEGEND
EROSION CONTROL SCHEDULE AND SEQUENCING:
Know what's below.
Call before you dig.
NORTH
4 OF 12
EROSION CONTROL
PLAN
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
5 OF 12
EROSION CONTROL
NOTES & DETAILS
Mobilization Demolition Grading
Utilities
Installation
Flat work
Installation
Vertical
Installation Landscape Demobilization (Construction Phases)
Best Management Practices (BMPs)
Structural "Installation"
Silt Fence Barriers*
Contour Furrows (Ripping / Disking)
Sediment Trap / Filter
Vehicle Tracking Pad*
Flow Barriers (Wattles)*
Inlet Filter Bags*
Any prior inlets
that could use
protecting
Rock Bags*
Any prior inlets
that could use
protecting
Terracing
Stream Flow Diversion*
Rip Rap
Collecting Asphalt / Concrete Saw Cutting Waste
*All BMPs to be Removed once Construction is Complete.
Vegetative
Temporary Seeding Planting
Any time the
site will sit
dorment
longer than
30 Days.
Mulching/Sealant
Any time the
site will sit
dorment
longer than
30 Days.
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting/Blankets/Mats
Any time the
site will sit
dorment
longer than
30 Days.
Other:
EROSION CONTROL NOTES
CITY OF FORT COLLINS EROSION CONTROL NOTES
COLLEGE AVENUE
CHOICE CENTER DRIVE
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
Know what's below.
Call before you dig.
NORTH
DRAINAGE LEGEND
A5
A = 0.03 AC
C10 = 0.23
C100 = 0.28
DRAINAGE INLET DISCHARGING TO
CHOICE CENTER DRIVE
Q10 = 2.77
Q100 = 6.47
COLLEGE AVENUE
DISCHARGE POINT
Q10 = 3.42
Q100 = 8.10
6 OF 12
EXISTING
DRAINAGE PLAN
COLLEGE AVENUE
CHOICE CENTER DRIVE
BUILDING A
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING Know what's below.
Call before you dig.
NORTH
DRAINAGE LEGEND
7 OF 12
PROPOSED
DRAINAGE PLAN
ON-SITE TREATMENT BY LID REQUIREMENT
POROUS PAVEMENT REQUIREMENT
LID TABLE
B3a (UNCHANGED)
A = 0.05 AC
C2 = 0.95
C10 = 0.95
C100 = 1.00
OS-3ab (CONSOLIDATED)
A = 0.31 AC
C2 = 0.77
C10 = 0.77
C100 = 0.96
B3b (MODIFIED)
A = 0.29 AC
C2 = 0.84
C10 = 0.84
C100 = 1.00
OS-4 (MODIFIED)
A = 0.48 AC
C2 = 0.82
C10 = 0.82
C100 = 1.00
A2/A5 (CONSOLIDATED)
A = 0.35 AC
C2 = 0.77
C10 = 0.77
C100 = 0.96
DRAINAGE INLET DISCHARGING TO
CHOICE CENTER DRIVE
Q2 = 1.51
Q10 = 2.58
Q100 = 6.35
COLLEGE AVENUE
DISCHARGE POINT
Q2 = 1.88
Q10 = 3.22
Q100 = 8.12
x
x
x
x
x
x
x
x
UNIT 102
UNIT 101
UNIT 105
UNIT 103
UNIT 106
UNIT 104
BUILDING A
COLLEGE AVENUE
UNIT 101
FFE: 96.75
FFE: 96.25
FFE: 95.75
FFE: 95.75
FFE: 95.25
FFE: 96.75
FFE: 96.25
FFE: 95.75
FFE: 95.75
FFE: 95.25
))( ))(
B B
8 OF 12
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
GRADING PLAN
GRADING NOTES
GRADING LEGEND
Know what's below.
Call before you dig.
NORTH
CROSS SECTION A-A
HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 5'
CROSS SECTION B-B
HORIZ. SCALE: 1" = 10' VERT. SCALE: 1" = 5'
SANITARY STRUCTURE TABLE
STORM STRUCTURE TABLE
C C
UNIT 102
COLLEGE AVENUE
CHOICE CENTER DRIVE
UNIT 101
UNIT 105
UNIT 103
UNIT 106
UNIT 104
BUILDING A
9 OF 12
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
UTILITY PLAN
UTILITY NOTES
Know what's below. UTILITY LEGEND
Call before you dig.
NORTH
10 OF 12
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
CONSTRUCTION
DETAILS
JACK & BORE
N.T.S.
11 OF 12
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
CONSTRUCTION
DETAILS
BEDDING REQUIRMENTS
WW-1
SERVICE WYE DETAIL
WW-9
STANDARD MANHOLE
WW-3
CHOICE CENTER
THIRD FILING
FORT COLLINS, CO 80525
CHOICE CENTER THIRD FILING
12 OF 12
CONSTRUCTION
DETAILS
SANITARY/STORM CLEAN-OUT
N.T.S.
ONSITE HEAVY DUTY
ASPHALTIC PAVEMENT SECTION
N.T.S.
ONSITE HEAVY DUTY
CONCRETE PAVEMENT SECTION
N.T.S.
6" BOLLARD DETAIL
N.T.S.
CONCRETE CHANNEL/STORM OUTFALL TO CHANNEL
N.T.S.
ZERO CURB TRANSITION
N.T.S.
THRUST BLOCKING DETAIL
N.T.S.
PERVIOUS CONCRETE PAVERS
N.T.S.
SECTION C-C: DUMPSTER DRAIN CROSS SECTION
N.T.S.
4' DIA. DROP MANHOLE AND DROP CONNECTION
N.T.S.
KNEE WALL CURB
N.T.S.
12" YARD DRAIN
N.T.S.
x
x
x
PROPOSED DRAINAGE SUMMARY
DRAINAGE BASIN AREA (AC) IMPERVIOUS
AREA (AC)
PERVIOUS
AREA (AC) C2 C10 C100 TC (MIN) Q2 (CFS) Q10 (CFS) Q100 (CFS)
WEST DRAINAGE - TRIBUTARY TO DRAINAGE INLET NEAR CHOICE CENTER DRIVE
B3a (UNCHANGED) 0.05 0.05 0.00 0.95 0.95 1.00 5.00 0.14 0.23 0.50
B3b (MODIFIED) 0.29 0.25 0.04 0.84 0.84 1.00 5.00 0.69 1.19 2.89
OS-3ab (CONSOLIDATED) 0.31 0.24 0.07 0.77 0.77 0.96 5.00 0.68 1.16 2.97
PROPOSED FLOW 1.51 2.58 6.35
EXISTING FLOW N/A 2.77 6.47
FLOW REDUCTION N/A -0.19 -0.12
EAST DRAINAGE - TRIBUTARY TO COLLEGE AVENUE
A2/A5 (CONSOLIDATED) 0.35 0.27 0.08 0.77 0.77 0.96 5.00 0.77 1.31 3.34
OS-4 (MODIFIED) 0.48 0.40 0.08 0.82 0.82 1.00 5.00 1.12 1.91 4.78
PROPOSED FLOW 1.88 3.22 8.12
EXISTING FLOW N/A 3.42 8.10
FLOW REDUCTION N/A -0.20 0.02
224 W. HURON STREET
CHICAGO, IL 60654
TEL: (312) 266-1126
LANDSCAPE ARCHITECT
KEITH DEMCHINSKI
KIMLEY-HORN AND ASSOCIATES, INC.
4582 SOUTH ULSTER STREET
SUITE 1500
DENVER, CO 80237
TEL: (331) 481-7335
SITE ENGINEER
LESLEY NETZER
KIMLEY-HORN AND ASSOCIATES, INC.
4582 SOUTH ULSTER STREET
SUITE 1500
DENVER, CO 80237
TEL: (630) 487-5555
SURVEYOR
RICHARD B. GABRIEL
POWER SURVEYING COMPANY, INC.
150 W. 84TH AVE.
THORNTON, CO. 80260
TEL: (303) 702-1617
TRAFFIC ENGINEER
CURTIS ROWE
KIMLEY-HORN AND ASSOCIATES, INC.
4582 SOUTH ULSTER STREET
SUITE 1500
DENVER, CO 80237
TEL: (303) 228-2304
GEOTECHNICAL ENGINEER
DAVID RICHER
EARTH ENGINEERING CONSULTANTS, LLC
4396 GREENFIELD DRIVE
WINDSOR, CO 80550
TEL: (970) 545-3908
N
S. COLLEGE AVE.
PROSPECT AVE.
STUART ST.
W. LAKE ST.
PARKER ST.
CENTRE AVE.
BAY RD.
REMINGSTON ST.
COLORADO
STATE
UNIVERSITY
COLORADO & SOUTHERN RR
PROJECT DATUM: NAVD88
BENCHMARK #S402 AT THE JUNCTION OF WEST PROSPECT STREET AND THE COLORADO AND
SOUTHERN RAILROAD, 279.9 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
STREET, 107.0 FEET NORTH OF THE CENTER OF A PRIVATE DRIVE, 32.5 FEET WEST OF THE NEAR
RAIL, AND 2.3 FEET SOUTH OF A UTILITY POLE.
ELEVATION: 4,997.54
BENCHMARK #A105 AT COLORADO A. AND M. COLLEGE, 43 FEET NORTH OF THE SOUTHEAST
CORNER OF THE FIELD HOUSE, 19 FEET SOUTH OF THE CENTER OF THE EAST ENTRANCE, 3 FEET
ABOVE THE SIDEWALK, SET VERTICALLY IN THE EAST WALL OF THE FIELD HOUSE.
ELEVATION = 4989.42
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17'.
UTILITY CONTACTS:
GAS
TERRY STENCEL
XCEL ENERGY
TEL: (970) 225-7857
ELECTRIC
TODD VEDDER
CITY OF FORT COLLINS LIGHT & POWER
TEL: (970) 224-6152
CABLE
DON KAPPERMAN
COMCAST
TEL: (970) 567-0425
TELECOMMUNICATIONS
WILLIAM JOHNSON
CENTURYLINK
TEL: (970) 377-6401
WATER
WES LAMARQUE
CITY OF FORT COLLINS
TEL: (970) 416-2418
WASTEWATER
WES LAMARQUE
CITY OF FORT COLLINS
TEL: (970) 416-2418
STORMWATER
WES LAMARQUE
CITY OF FORT COLLINS
TEL: (970) 416-2418
Know what's below.
Call before you dig.
MAY 2017
SPRING CREEK