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Home My WebLink AboutHEARTSIDE HILL RESIDENTIAL DEVELOPMENT - PDP210020 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSSITE 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 HILLCOVER SHEET7/13/22 N/A N/A JTC JTC 21-1045-00 C0.00 1 6 CIVIL PLANS FOR HEARTSIDE HILL BEING A REPLAT OF LOT 2, BLOCK 1, HEART OF THE ROCKIES SECOND SUBDIVISION SITUATED IN THE SOUTHEAST QUARTER OF SECTION 12, TOWNSHIP 6 NORTH,RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE COLORADO JULY 2022 PROPOSED STREET LIGHT PROPOSED STORM SEWER EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS PROPOSED ELECTRIC LINEEXISTING ELECTRIC LINE EXISTING TELEPHONE LINE PROPOSED FIRE HYDRANTEXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV LINE PROPOSED CABLE TV PROPOSED WATER SERVICE W/ CURB STOP AND METER PIT PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT EXISTING ROW Vicinity Map Scale: 1" = 1000' PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK #24-94 ON THE NORTHEAST CORNER OF THE INTERSECTION OF EAST TRILBY ROAD AND PORTNER DRIVE, ON TOP OF THE WEST END OF A CONCRETE HEADWALL ELEV= 4960.69 CITY OF FORT COLLINS BENCHMARK #25-94 ON THE NORTHWEST CORNER OF THE INTERSECTION OF EAST TRILBY ROAD AND SOUTH LEMAY AVENUE, ON TOP OF THE SOUTHEAST EDGE OF THE CONCRETE RING TO AN ELECTRIC MANHOLE ELEV= 4913.16 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4960.69 (NAVD88 DATUM) - 3.19' NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4913.16 (NAVD88 DATUM) - 3.19' UTILITY CONTACTS: ABBREVIATION LIST ABC AGGREGATE BASE COURSE AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT BLDG BUILDING BE BUILDING ENVELOPE BFV BUTTERFLY VALVE BOV BLOW OFF VALVE BOS BOTTOM OF STEP BOW BACK OF WALK BVC BEGINNING VERTICAL CURVE BW BOTTOM OF WALL C&G CURB & GUTTER CATV CABLE TELEVISION CDOT COLORADO DEPARTMENT OF TRANSPORTATION CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT COMM COMMUNICATION CON CONDENSATE CONC CONCRETE COORD COORDINATION DE DRAINAGE EASEMENT D&UE DRAINAGE & UTILITY EASEMENT D,U,AE DRAINAGE, UTILITY & ACCESS EASEMENT DEMO DEMOLITION DIA DIAMETER DIP DUCTILE IRON PIPE E EAST(ING) EAE EMERGENCY ACCESS EASEMENT EEA EASEMENT EXCLUSION AREA EG EXISTING GROUND EL ELEVATION ELEC ELECTRIC EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE ESMT EASEMENT EST ESTIMATE(D) EX EXISTING EV ELECTRIC VEHICLE (CHARGING STATION) EVC END VERTICAL CURVE F FIRE LINE FCLWD FORT COLLINS LOVELAND WATER DISTRICT FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GND GROUND GV GATE VALVE HBP HOT BITUMINOUS PAVEMENT HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT HW HEADWALL IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LA LANDSCAPE (PLAN/ACRH) LCUASS LARIMER COUNTY URBAN AREA STREET STANDARDS LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, PLUMBING ENGINEER MH MANHOLE MIN MINIMUM N NORTH(ING) NA NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY P&UE PEDESTRIAN & UTILITY EASEMENT PE PEDESTRIAN EASEMENT PERF PERFORATED PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PCR POINT OF CURB RETURN PH POTHOLE PI POINT OF INTERSECTION PL PROPERTY LINE PP POWER POLE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE R&R REMOVAL & REPLACEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE RJ RESTRAINT JOINT ROW RIGHT-OF-WAY RT RIGHT SCH SCHEDULE S SOUTH SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SFCSD SOUTH FORT COLLINS SANITATION DISTRICT SRVC SERVICE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN-OUT SSMH SANITARY SEWER MANHOLE SSWR SANITARY SEWER STA STATION SWMP STORMWATER MANAGEMENT PLAN T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TBV TO BE VACATED TBR TO BE REMOVED TELE TELEPHONE TEMP TEMPORARY TF TOP OF FOUNDATION TOS TOP OF STEP TS TOP OF SLAB TW TOP OF WALL TYP TYPICAL XS CROSS SECTION UD UNDERDRAIN UE UTILITY EASEMENT U&DE UTILITY & DRAINAGE EASEMENT UGE UNDERGROUND ELECTRIC UTIL UTILITY VCP VITRIFIED CLAY PIPE VIF VERIFY IN FIELD VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE OR WEST WL WATERLINE WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION LIGHT & POWER Fort Collins Light & Power 700 Wood Street Fort Collins, Colorado 80522 Contact: Luke Unruh Ph. 970.416.2724 STORMWATER Fort Collins Utilities 700 Wood Street Fort Collins, Colorado 80522 Contact: Matt Simpson Ph. 970.221.6192 NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Fort Collins, Colorado 80525 Contact: Stephanie Rich Ph. 970.225.7828 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.490.7501 CABLE SERVICE Comcast 1201 University Dr. Fort Collins, Colorado 80521 Contact: Don Kapperman Ph. 970.567.0245 WATER & WASTEWATER FCLWD/SFCSD 5150 Snead Drive Fort Collins, Colorado 80525 Contact: Sam Lowe Ph. 970.226.3104 DEVELOPER CARE Housing 1303 West Swallow Rd, Bldg 11 Fort Collins, CO 80526 Ph. 970.282.7522 ENGINEER Highland Development Services 6355 Fairgrounds Ave, Ste 100 Windsor, CO 80550 Ph. 970.674.7550 LANDSCAPE ARCHITECT The Birdsall Group 444 Mountain Ave Berthoud CO, 80513 Ph. 970.532.5891 SURVEYOR Intermill Land Surveying 1301 Cleveland Ave Loveland, CO 80537 Ph. 970.669.0516 ARCHITECT alm2S 712 Whalers Way, Bldg B, Ste 100 Fort Collins, CO 80525 Ph. 970.223.1820 PROJECT CONTACTS: 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. R INDEX OF SHEETS Sheet No.Discipline No.Description of Sheets 1 C0.00 COVER SHEET 2 C0.02 EXISTING CONDITIONS 3 C1.00 HORIZONTAL CONTROL PLAN 4 C2.00 GRADING & DRAINAGE PLAN 5 C3.00 OVERALL UTILITY PLAN 6 C6.00 LEMAY & TRILBY ULTIMATE ARTERIAL PLAN E TRILBY RDS LEMAY AVEBRIT T A N Y S T AUTUMN RIDGE DRBRITTANY DRI HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. JASON T. CLAEYS P.E. NO. 42122 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Traffic Operations, Park Planning and Development, Stormwater Utility, Water & Wastewater Utility, City Engineer, APPROVED: Environmental Planner, Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT LOT 2 363,964 sq.ft.± 8.35 acres± BLOCK 1 Heart of the Rockies Second Subdivision LOT 1 105,661 sq. ft.± 2.43 acres± TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEREVISIONNO.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 HILLEXISTING CONDITIONS7/13/22 1" = 40' N/A JTC JTC 21-1045-00 C0.02 2 6 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. R N W E S 0 SCALE: 1" = 40' 80402040 APPROX LIMITS OF SAWCUT LINE DEMO UTILITIES / FENCE / ETC DEMO STRUCTURE/UTILITY/ LIGHT/ ETC DEMO ASPHALT / CONCRETE TREE REMOVAL/RELOCATION (RE: LA) PROTECT EXISTING TREE (RE: LA) LEGEND NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER 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 COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8.REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9.REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. TREE PROTECTION NOTES: 1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED. 8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0 - 2 1 3 - 4 2 5 - 9 5 10 - 14 10 15 - 19 12 OVER 19 15 TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETPOND D LOT 1 HEART OF THE ROCKIES 2ND BLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 2 BLDG 1 (TYPE B, RE: ARCH) BLDG 3 (TYPE A, RE: ARCH)BLDG 4 (TYPE B, RE: ARCH)BLDG 5 (TYPE C, RE: ARCH) BLDG 6 (TYPE A, RE: ARCH) BLOCK 3 LOT 1 TRACT A (DRAINAGE & PRIVATE ACCESS EASEMENT) BLDG 2 (TYPE C, RE: ARCH)BUCHANANSTREETEDGEWARESTREETC O U R T E N A Y C I R C L E WESTBOURN CIRCLE 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 HILLHORIZONTAL CONTROL PLAN7/13/22 1" = 40' N/A JTC JTC 21-1045-00 C1.00 3 6 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. R RESERVED PARKING VANACCESSIBLE CONCRETE SIDEWALK CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT P FIRE LANE LIGHT DUTY ASPHALT PAVEMENT 4" MOUNTABLE CURB & 1' SPILL GUTTER 6" VERTICAL CURB & 2' CATCH GUTTER 6" VERTICAL CURB & 1' SPILL GUTTER NOTES: 1.ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR STREET RIGHT-OF-WAY WORK. 3.TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4.ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT FOR THE SITE. 5.ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET STANDARDS. 6.COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS FENCES, AND SITE FEATURES WITH LANDSCAPE ARCHITECT. 7.DURING SIDEWALK INSTALLATION ALONG BRITTANY DRIVE, PLEASE HYDRO_EXCAVATE/POTHOLE SIDEWALK EDGE CLOSEST TO EXISTING TREES. HYDRO_EXCAVATION SHALL BE USED TO DETERMINE WHAT, IF ANY, SIGNIFICANT ROOTS MAY BE IN CONFLICT WITH THE NEW SIDEWALK. PLEASE CONTACT CITY FORESTRY (FORESTRY@FCGOV.COM) PRIOR TO HYDRO_EXCAVATION AND AFTER WORK IS COMPLETED TO REVIEW CRITICAL ROOT ZONE AREA. ANY ROOTS EQUAL TO OR GREATER THAN 2 INCHES IN DIAMETER SHALL BE PRESERVED AND PROTECTED TO THE EXTENT FEASIBLE. CUTTING OF ANY ROOTS 2 INCHES IN DIAMETER AND GREATER, THEY MUST BE APPROVED BY CITY FORESTRY. 2' CURB TRANSITION STOP ONL Y STOP COMPACT PARKING SPACE N W E S 0 SCALE: 1" = 40' 80402040 YIELD LEGEND TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETBRITTANY KNOLLS BRITTANY KNOLLS PARAGON POINTBLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 2 BLOCK 3 LOT 1 TRACT A (DRAINAGE & PRIVATE ACCESS EASEMENT) DETENTION POND D 100 YR PEAK INFLOW = 44.16 CFS 100 YR RELEASE RATE = 13.2 CFS 100-YR VOLUME = 0.90 AC-FT 100-YR WSE = 4911.03 FT WQCV (40-HR) = 0.08 AC-FT WQCV WSE = 4908.86 FT (STANDARD WQ - AREA NOT TREATED BY LID) RAIN GARDEN D1 WQCV (12-HR) = 2,914 CU-FT RAIN GARDEN OS1 WQCV (12-HR) = 1,839 CU-FT BLDG 1 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 6 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 HILLGRADING & DRAINAGE PLAN7/13/22 1" = 40' N/A JTC JTC 21-1045-00 C2.00 4 6 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. R N W E S 0 SCALE: 1" = 40' 80402040 LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY DRAINAGE BASIN FLOW PATH NOTES 1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3.LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6.ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. 8.REFERENCE PRELIMINARY DRAINAGE REPORT. HEART OF THE ROCKIES 2ND LOT 1 TRILBY ROAD BR I T T A N Y S T R E E T LEMAY AVENUEBRITTANY STREETBLOCK 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 BLOCK 2 BLDG ENV 1 BLDG ENV 3 BLDG ENV 4 BLDG ENV 5 BLDG ENV 6 BLOCK 3 LOT 1 TRACT A (DRAINAGE & PRIVATE ACCESS EASEMENT) BLDG ENV 2 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 PLAN7/13/22 1" = 40' N/A JTC JTC 21-1045-00 C3.00 5 6 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. R N W E S 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. TRILBY ROAD LEMAY AVENUEBRITTANY STREETPROPOSED 12.0' RIGHT-OF-WAY PROPOSED 15.0' DRAINAGE & UTILITY ESMT 96.0' DECEL TAPER (12' LANE SHIFT, 8:1) 24.0' DECEL 235.0' BAY TAPER 12.0' EB LT .0' 19.0' 435.0' SB RT DECEL 235.0' SB RT BAY TAPER 12.0' SB RT9.0' BIKE11.0' THRU12.0' THRU12.0' SB LT10.0' PKWY6.0' WALK9.0' BIKE 11.0' THRU 12.0' THRU 10.0' PKWY 6.0' WALK 56.0' FL-FL 24.0' DECEL 12.0' WB LT BRITTANY STREET 435.0' EB LT DECEL .0' PROPOSED 15.0' DRAINAGE & UTILITY ESMT 12.0' SB RT9.0' BIKE11.0' THRU12.0' THRU12.0' SB LT10.0' PKWY6.0' WALK56.0' FL-FL PROPOSED 12.0' RIGHT-OF-WAY 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 HILLLEMAY & TRILBY ULTIMATE ARTERIAL PLAN7/13/22 1" = 40' N/A JTC JTC 21-1045-00 C6.00 6 6 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. R N W E S 0 SCALE: 1" = 40' 80402040 NOTE: FUTURE RIGHT-OF-WAY & EASEMENT DEDICATIONS MAY BE NEEDED IN ADDITION TO THOSE PRESENTED WITHIN THESE PRELIMINARY DEVELOPMENT PLANS & THE PRELIMINARY PLAT. ADDITIONAL RIGHT-OF-WAY & EASEMENTS NEEDED FOR THE RELOCATIONS OF UTILITIES & TRAFFIC SIGNALS WILL BE DETERMINED DURING THE FINAL DEVELOPMENT PLAN PROCESS. NORTHWEST CORNER - EXISTING UTILITIES