HomeMy WebLinkAboutHEARTSIDE HILL RESIDENTIAL DEVELOPMENT - FDP230007 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (5)HEART OF THE ROCKIES 2ND
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TRACT A
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EASEMENT)
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ADDITIONAL ESMT
DEDICATED FOR
FUTURE UTILITY
RELOCATION REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)HEARTSIDE HILLOVERALL UTILITY PLAN2/22/23
1" = 40'
N/A
JTC
JTC
21-1045-00
C3.00
13 24
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
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0
SCALE: 1" = 40'
80402040
NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND
DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD
MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON
THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE,
THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN
THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE
FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH
MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE
UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR
TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN
THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE
REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH)
WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING
ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL
CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE
RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE
CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS
COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL
UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE
UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON
DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER
OF COLORADO (1-800-922-1987, WWW.UNCC.ORG).
2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL
MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND
WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET
FORTH IN THE FCLWD/SFCSD STANDARDS.
3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS,
THE MOST RESTRICTIVE STANDARD SHALL APPLY.
4.ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE
(DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE
PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT
LATERALS SHALL BE FULLY RESTRAINED JOINTS PER FCLWD STANDARDS (MEGA-LUG OR
APPROVED EQUAL).
5.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER.
6.ALL WATER SERVICES ARE 1" AND ARE TO BE UPSIZED TO 1.5" AT 5 FT BEYOND THE
METER.
7.ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A
MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED.
8.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING
CONNECTION ELEVATION (RE: MEP).
9.ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT
SHALL BE TRAFFIC RATED CLEANOUTS.
10.INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE.
11.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH
BUILDING CONTRACTOR.
12.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS.
13.STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED.
14.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING,
RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT,
AND OWNER.
15.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE.
CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION.
16.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS.
17.ELECTRIC SERVICE CONDUIT AND CONDUCTOR SHALL BE INSTALLED, OWNED, AND
MAINTAINED BY THE OWNER.