HomeMy WebLinkAboutASPEN HEIGHTS STUDENT HOUSING - FDP - FDP130010 - PLANS - UTILITY PLANS (180)8+00
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4.5' MIN.
5.5' MAX.
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WATER PLAN/PROFILE - BLUE SPRUCE DR.
No. Revision/Issue Date
7711 WINDSONG DR, WINDSOR, CO 80550
deanne@TFGcolorado.com (970) 278-0240
PLANNERS / LANDSCAPE ARCHITECTS
SHEET
OF
PROJECT:
155-101FC
DATE: DRAWN BY:
OCG
SCALE:
By:
THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED
OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS.
3715 Shallow Pond Drive
Ft. Collins, CO 80528
Phone: (970) 226-0264
larrycowen@comcast.net
3 JULY 2013
69
ASPEN HEIGHTS, FORT COLLINS
1"=50'
BLONDEL STREET
BLUE SPRUCE DRIVE
NEW VINE DRIVE
CONIFER STREET
200'
GRAPHIC SCALES
50' 0' 25' 50' 100'
HORIZ: 1 INCH = 50 FEET
5' 0' 2.5' 5' 10' 20'
VERT: 1 INCH = 5 FEET
WATER PROFILE NOTES:
1. ALL WATERLINE CONSTRUCTION SHALL
CONFORM TO THE CITY OF FORT COLLINS
WATER, WASTEWATER, AND STORMWATER
DEVELOPMENT CONSTRUCTION STANDARDS
AND DETAILS.
2. ALL WATERLINE TO BE CONSTRUCTED A
MINIMUM OF 4.5' AND A MAXIMUM OF 5.5' (5'
TYPICAL) BELOW FINISHED GRADE UNLESS
NOTED OTHERWISE.
3. ALL WATERLINE SERVICES TO BE 3/4" UNLESS
NOTED OTHERWISE.
4. PROVIDE 10' HORIZONTAL CLEARANCE
BETWEEN WATER AND SEWER MAINS.
5. ALL GATE VALVES SHALL BE INSTALLED WITH
BOXES.
6. IF WATERLINES ARE IN DEFLECTION, 10' ON
BOTH SIDES OF THE CROSSING ARE TO BE
STRAIGHT, FOLLOWED BY THE APPROPRIATE
DEFLECTION.
7. WATER SERVICES THAT CONFLICT WITH
STORM SEWER AND CANNOT MAINTAIN 4.5' OF
COVER AND 18" VERTICAL SEPARATION SHALL
BE LOWERED TO A MINIMUM 18" BELOW THE
STORM SEWER AND 2" POLY-ENCASED.
8. EXACT LOCATION OF EXISTING WATER MAIN
TAP LOCATIONS HAVE NOT BEEN POTHOLE
LOCATED AND ARE NOT KNOWN.
CONTRACTOR TO POTHOLE AND DETERMINE
EXACT LOCATIONS AND OBTAIN REVIEW AND
APPROVAL FROM ENGINEER PRIOR TO
CONSTRUCTION.
1-800-922-1987