HomeMy WebLinkAboutNE PROSPECT & I-25 ODP - MA210006 - - DRAINAGE RELATED DOCUMENTE
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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXB O X E L D E R C R E E KCARRIAGE PARKWAYSSSSS TSALPOLYNDUCTILEIRON
TSALPOLYNDUCTILEIRON1234
5G0G432112345G0G43210000000000000000BFE = 4915.5 (Per Timnath
Master Drainage Plan)
DP
DP
DP
APPROXIMATE LOCATION OF 36"
CULVERT PROPOSED PER CDOT NORTH
I-25 EXPRESS LANES IMPROVEMENTS
DP
DP
PROPOSED CULVERT
OR STORM SEWER
PROPOSED CULVERT
OR STORM SEWER
PROPOSED CULVERT OR STORM
SEWER AT CONCEPTUAL STREET
CONNECTIONS
PROPOSED CULVERT OR STORM
SEWER AT CONCEPTUAL STREET
CONNECTIONS
PROPOSED CULVERT OR STORM
SEWER AT CONCEPTUAL STREET
CONNECTIONS
PROPOSED CULVERT OR STORM
SEWER AT CONCEPTUAL STREET
CONNECTIONS
MAX. CAPACITY OF TRIC IS 190
CFS PER TOWN OF TIMNATH
MASTER DRAINAGE PLAN
SPILL AREA A
SPILL AREA B
DP
DETENTION POND
REQUIRED VOLUME = 3.40 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 1.8 ACRES
DETENTION POND
REQUIRED VOLUME = 1.84 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED TOTAL AREA = 0.5 ACRES
DETENTION POND
REQUIRED VOLUME = 0.93 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.3 ACRES
DETENTION POND
REQUIRED VOLUME = 0.57 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.2 ACRES
DETENTION POND
REQUIRED VOLUME = 4.2 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.84 ACRES
DETENTION POND
REQUIRED VOLUME = 1.38 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.4 ACRES
DP
DETENTION POND
REQUIRED VOLUME = 3.40 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 1.8 ACRES
DETENTION POND
REQUIRED VOLUME = 2.1 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.5 ACRES
DETENTION POND
REQUIRED VOLUME = 2.1 AC-FT
ASSUMED DEPTH = 5 FT
ASSUMED AREA = 0.5 ACRES
DP
DP
FOX GROVE
PSD HIGH SCHOOL
INTERSTATE 25PROSPECT ROADINTERSTATE 25PROSPECT ROADBOXELDER CREEKT
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(PRO
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PARADIGM
PROPERTIES
FORT COLLINS/I-25
INTERCHANGE CORNER LLC
1303
FRONTAGE
HOLDINGS
LLC
FORT COLLINS/I-25
INTERCHANGE
CORNER LLC
KITCHELL
SUBDIVISION
CLYDESDALE
UE
URBAN ESTATE
±9.49 ACRES
I
INDUSTRIAL
±73.48 ACRES
I
INDUSTRIAL
±6.09 ACRES
CG
COMMERCIAL
±26.42 ACRES
CG
I
NATURAL HABITAT
BUFFER ZONE
BOXELDER CREEK
100-YEAR FLOODPLAIN
BOXELDER CREEK
FLOODWAY
CENTER OF BOXELDER
CREEK CHANNEL
10.47
OP-6
6.09 AC.
OP-3
5.63 AC.
OP-2
20.79 AC.
OP-1
4.32
OP-4
68.18
OP-5
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
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RELEASE RATE INTO
CULVERT = 5.1 CFS
RELEASE RATE INTO
LAKE CANAL = 1.84 CFS
RELEASE RATE INTO
LAKE CANAL = 0.93 CFS
RELEASE RATE INTO
TRIC = 16.0 CFS
RELEASE RATE INTO ROAD
SIDE DITCH = 1.38 CFS
NOTE: DETENTION PONDS SHALL BE
SCATTERED THROUGH THE SITE.
SheetRUDOLPH FARMSThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 2
D1 MASTER DRAINAGE PLANOVERALL DEVELOPMENT PLAN2
NORTH
PUBLIC STREET
LEGEND:
NOTES:
1.ALL STREET ALIGNMENTS AND PROPOSED UTILITIES SHOWN WITH MASTER UTILITY
PLAN ARE CONCEPTUAL IN NATURE AND SUBJECT TO CHANGE WITH SUBSEQUENT
PROJECT DEVELOPMENT APPLICATIONS.
2.THE UTILITY CONNECTION POINTS SHOWN ON THIS ODP ARE APPROXIMATE LOCATIONS
ONLY. PRECISE LOCATION OF UTILITY CONNECTIONS WILL BE DETERMINED AT THE
TIME OF THE SITE SPECIFIC PROJECT DEVELOPMENT PLANS.
3.SPILL AREAS AREAS FROM TRIC ARE PER THE TOWN OF TIMNATH MASTER DRAINAGE
PLAN AND ARE PROVIDED FOR REFERENCE. BANKS ALONG TRIC SHALL BE RAISED,
GRADES IMPORTED, AND MINIMUM FINISH FLOOR ELEVATIONS PROVIDED DURING
PROJECT DEVELOPMENT PLANS TO PREVENT FLOODING TO PROPOSED STRUCTURES.
4.OFF-SITE IMPROVEMENTS WILL BE REQUIRED AT THE TIME OF THE SITE SPECIFIC
DEVELOPMENT PLANS.
5.PER LUC SECTION 3.73(E)(1), ALL TRANSPORTATION, WATER AND WASTEWATER, STORM
DRAINAGE, EMERGENCY SERVICES, AND ELECTRIC POWER FACILITIES SHALL MEET THE
MINIMUM REQUIREMENTS FOR ADEQUATE PUBLIC FACILITIES AT THE TIME OF SITE
SPECIFIC PROJECT DEVELOPMENT PLANS.
6.THIS OVERALL DEVELOPMENT PLAN SHOWS THE GENERAL LOCATION AND
APPROXIMATE SIZE OF ALL NATURAL AREAS, HABITATS, AND FEATURES WITHIN ITS
BOUNDARIES AND THE PROPOSED ROUGH ESTIMATE OF THE NATURAL AREA BUFFER
ZONE AS REQUIRED BY LAND USE CODE 3.4.1(E). DETAILED MAPPING OF A SITE'S
NATURAL AREAS, HABITATS, AND FEATURES WILL BE PROVIDED AT THE TIME OF
INDIVIDUAL PDP SUBMITTALS. GENERAL BUFFER ZONES SHOWN ON THIS ODP MAY BE
REDUCED OR ENLARGED BY THE DECISION MAKER DURING THE PDP PROCESS.
7.DEVELOPMENT IMPROVEMENTS WITHIN THE 100-YEAR BOXELDER CREEK FLOODWAY,
FLOODPLAIN, AND EROSION BUFFER ARE SUBJECT TO REGULATIONS PER CHAPTER 10
OF THE CITY OF FORT COLLINS MUNICIPAL CODE. A FLOODPLAIN USE PERMIT AND/OR A
NO-RISE CERTIFICATION WILL BE REQUIRED FOR ANY CONSTRUCTION ACTIVITIES
WITHIN THE 100-YEAR BOXELDER CREEK FLOODWAY AND FLOODPLAIN.
LAND USE AREA BOUNDARY
ODP BOUNDARY/PROPERTY LINE
APPROXIMATE LOCATION OF
STREET CONNECTION
FORT COLLINS I-25 SUBAREA
PLAN "ACTIVITY ZONE"
NATURAL AREA BUFFER ZONE
APPROXIMATE LOCATION OF
BICYCLE/PEDESTRIAN TRAIL
APPROXIMATE LOCATION OF
TRAIL CONNECTION
APPROXIMATE LOCATION OF SPILL AREA IN
TRIC PER TIMNATH MASTER PLAN
PROPOSED DETENTION POND DP
APPROXIMATE BASIN BOUNDARY
DRAINAGE CONVEYANCE PATH
( IN FEET )
1 inch = ft.
Feet0150150
300
450 600