HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - SUBMITTAL DOCUMENTS - ROUND 3 - LANDSCAPE PLAN (3)FES
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400' BAY TAPER FOR LEFT TURN (2 x 200')
84.38' TRANS
MATCHES EX.
200' TRANS./BAY TAPER
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200'
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IRRIGATION PUMP
STATION
PERMANENT PUMP STATION WITH
AUTO-FLUSHING FILTER WITH 200
MICRON SCREEN
PRESSURE: 95 PSI
FLOW: 800 GPM
POWER REQUIRED: 460V/3Ph/60Hz
CANAL CROSSING
POND 1
POND 2 EAST
POND 2 WEST
POND 3 WEST
POND 3 EAST
EXISTING WATER SUPPLY
CONVEYANCE DITCH
WELL WATER SUPPLY
OUTLET INTO DITCH
PA-5
PA-8
PA-9
PA-6
PA-7
PA-3
PA-4
PA-2
PA-1
P
IRRIGATION LEGEND
BASKET FILTER AND INTAKE PIPE FROM POND
POND FILL FLOAT VALVE ASSEMBLY TO MAINTAIN WATER LEVEL
Irrigation water from the well and surface water sources, as well as site stormwater will be
directed to three on-site pond locations, as detailed in the current drainage plan prepared
by Northern Engineering. Pond 2, with a proposed surface area of 2.42 acres, will serve as
the primary collection pond for storage of irrigation water and pond make-up water to be
distributed to the secondary ponds 1 and 3.
Pond 2 will receive water from the surface water sources and from the on-site wells such
that water delivery will be available to maintain the target water level. Water will enter from
the existing surface ditch, located on the West side of the site, that will convey the
available surface and well water. Make-up water will be transferred to ponds 1 and 3 via an
irrigation pumping station which will draw water from pond 2 and into distribution piping to
serve irrigation needs and maintain the water elevation in each of the ponds. The irrigation
pump station will employ multiple variable speed pumps to provide system redundancy
and to enable the system to respond efficiently to a wide range of system flow rates. The
pumps will maintain pressure in the system in order to provide a ready supply for the
various irrigation systems throughout the site and for the pond fill needs.
The ponds are intended to function as wet ponds with storm detention capacity. Pond
water levels will be maintained continuously by a float fill system so that storm flows will
pass over and will not be held beyond the stormwater detention limits. The proposed pond
wet elevations are as follows. (See the Northern Engineering Drainage Plans for more
information).
·Pond 1 = 4904.10
·Pond 2 = 4911
·Pond 3 = 4919
It is expected that water levels in pond 2 would recede only during peak season irrigation
operations. Water delivered from each source will be measured upon delivery to the pond
system as will the volume of water transferred through the pump station. In the event that
stormwater is received during irrigation operations or at any time when the pond is below
the maintenance level, the water volumes received in the pond and the water volume
discharged through the pumping system can be tracked via appropriate telemetry to
transfer the appropriate volume of stormwater for discharge.
SYSTEM OVERVIEW
POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY
SLEEVES:CLASS 200 PVC
DISTRIBUTION PIPE:CLASS 200 PVC
X-INCH SIZE UNLESS OTHERWISE INDICATED
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:RUDOLPH FARM INFRASTRUCTURE FINAL DEVELOPMENT PLAN (FDP)FORT COLLINS, COPNE PROPSECT ROAD
HOLDINGS, LLC
900 CASTLETON RD, STE. 118
CASTLE ROCK, CO 80109
(303) 892-1166 (REP.)ZM,LFCS05/25/22 SUBMITTAL
08/31/22 SUBMITTAL
R
244 North College Avenue #165
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 15075 300
SCALE 1" = 150'
OVERALL
IRRIGATION
IR100