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Home My WebLink AboutBLOOM FILING ONE - PDP210014 - PLANS - PLANS (9)- - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C6.1_Storm B_P&P.dwg - Nate Whitcomb - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP Know what's before you dig. SCALE: 1"=50' 0 20 5010 ALS JEP STORM B2,B3 PLAN & PROFILE C6.3 SCALE: 1"=50' 0 20 5010 Please add a note to this sheet stating that at the time of City approval of these plans, the railroad has not yet given permission for this storm line to cross railroad right-of-way. The note should also state that City approval of these plans does not constitute approval of any work within railroad right-of-way. Please call out this section of storm line as not to be constructed before permission has been given by the railroad. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:09/01/2022 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C7.0-C7.2_Waterline 1_P&P_F1.dwg - Matthew Kasch - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK.BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES ANDSHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER DISTRICT AND BOXELDER SANITATION DISTRICTSTANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVEUTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, STORM SEWER MAINS, WATERMAINS & SERVICES. 6.CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 7.CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT, CONTACT THE DESIGN ENGINEER. 8.CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION. CONTACT DESIGN ENGINEER WITH ANYDISCREPANCIES. 9.MINIMUM SEWER SLOPE IS 1.04% (18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER. 10.CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES. 11.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVEDARCHITECTURAL DRAWINGS. 12.ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS. KEYMAP LINEMATCHSTA19+00MATCH LINESEE SHEET:STA:C7.219+00SCALE: 1"=50' 0 20 5010LINEMATCHSTA28+00MATCH LINESEE SHEET:STA:C7.028+00Know what's before you dig. ALS JEP WATERLINE 1 PLAN & PROFILE C7.1 Please add a note to this sheet stating that at the time of City approval of these plans, the railroad has not yet given permission for this water line to cross railroad right-of-way. The note should also state that City approval of these plans does not constitute approval of any work within railroad right-of-way. Please call out this section of water line as not to be constructed before permission has been given by the railroad. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022 - - - - - - - - - - - - - - STAMP H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C8.0-C8.2_Irrigation P&P_F1.dwg - Jared Licht - 8/17/2022Init.# Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. COPYRIGHT GallowayUS.com 5265 Ronald Reagan Blvd., Suite 210 Johnstown, CO 80534 970.800.3300 PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate: Drawn By: Project No: Checked By: 08.17.2022 HFH000022 KEYMAP SCALE: 1"=50' 0 20 5010 Know what's before you dig. ALS JEP IRRIGATION 1 PLAN & PROFILE C8.0 LEGEND: NOTES: 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. LAYING LENGTH INCLUDES FLARED END SECTIONS. 3. RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE TOWN OF TIMNATH. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 4. ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 5. MANHOLE DIAMETERS SHOWN ARE PER CITY STANDARDS. CONTRACTOR SHALL VERIFY THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.) OR 1' FROM PIPE O.D. TO PIPE O.D. ON MANHOLE INSIDE FACE. 6. PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE. 7. MANHOLES SHALL BE SHAPED UNLESS OTHERWISE NOTED. REFER TO PLAN VIEW FOR SHAPED MANHOLES. 8. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL DRAWINGS. 9. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 10. SEE SHEETS C8.3 AND C8.4 FOR IRRIGATION STRUCTURE DETAILS. 11. BOOSTER PUMPS SHALL NOT BE USED FOR IRRIGATION SYSTEMS. 12. IF NOTED AS SINGLE TAP WATER METER SHALL BE 3/4". 13. THE MINIMUM COVER OVER WATER LINES IS 5 FEET AND THE MAXIMUM COVER IS 6 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. 14. WATER MAINS SHALL BE C900 PVC WITH TRACER WIRE. 15. ALL WATER APPURTENANCES TO BE MECHANICALLY RESTRAINED. SEE NORTH WELD COUNTY WATER DISTRICT VERTICAL AND HORIZONTAL BEND RESTRAINT DETAILS ON SHEET C8.2. 17. WATER TAPS SHALL BE 1" TO METER PIT AND 3/4" METER PIT TO RESIDENCE, FOR DOUBLE METER CONDITIONS UNLESS OTHERWISE NOTED. 18. SEE DETAIL SHEET C8.5 FOR DOUBLE METER PIT DETAIL. 19. BACKFLOW PREVENTION DEVICES ARE REQUIRED ON ALL WATER SERVICES, REGARDLESS OF TYPE OR HAZARD. PROPOSED STORM INLET EASEMENT LINE PROPOSED LOTLINE PROPOSED RIGHT-OF-WAY PROPERTY BOUNDARY PROPOSED CURB & GUTTER EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED FIRE HYDRANT EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING WATER MAIN PROPOSED WATER MAIN 8"W 8"SS 4900PROPOSED MAJOR CONTOUR 16"W SS EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR 44PROPOSED MINOR CONTOUR 4552 4550 PROPOSED MANHOLE EXISTING IRRIGATION EXISTING FIBER OPTIC IRR FO EXISTING GAS EXISTING UNDERGROUND ELECTRIC UE G PROPOSED PIPE ENCASEMENT Please add a note to this sheet stating that at the time of City approval of these plans, the railroad has not yet given permission for this irrigation line to cross railroad right-of-way. The note should also state that City approval of these plans does not constitute approval of any work within railroad right-of-way. Please call out this section of irrigation line as not to be constructed before permission has been given by the railroad. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:08/31/2022