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Home My WebLink AboutRIDGEWOOD HILLS AMENDMENT TRACT B - MA210028 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSSheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234566614 E. Brilliant Sky, Dr.Scottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: saraZ:\Shared\Projects\111 Owen Consulting\111-2001FC Ridgewood Hills North\AutoCAD\111-2001FC Ridgewood Hills Tract B MA - 02\DWG\FUP\01 TITLE SHEET.dwgFILE LOCATION:10/31/2022 10:24 AMPLOT DATE:01 TITLE SHEET10/28/20222ND RESUBMITTAL - NO CLUBHOUSE MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO 281 NORTH FINAL DEVELOPMENT PLAN VICINITY MAP SCALE: 1"=1000' RIDGEWOOD HILLS TRACT B - MALEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 14, T.6N., R.69W., OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND BEING PARTICULARLY DESCRIBED AS FOLLOWS: TRACT B OF RIDGEWOOD HILLS P.U.D., FOURTH FILING ACCORDING TO THE RECORDED PLAT THEREOF AS RECORDED BY THE LARIMER COUNTY CLERK AND RECORDER ON JANUARY 20, 2017 AT RECEPTION NO. 20170004364. . . . (WHICH ABOVE DESCRIBED TRACT CONTAINS 5.195 ACRES, MORE OR LESS) INDEX TO DRAWINGS MARCH 25, 2021 A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 69 WEST, OF THE 6TH PRINCIPLE MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO. FINAL UTILITY PLANS FOR SUPPLEMENTAL GENERAL NOTES LEGEND ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. REDUCED PRESSURE PRINCIPLE (RP) BACK-FLOW-PREVENTION-DEVICES TO BE INSTALL ON THE FIRE LINE RISER AND DOMESTIC WATER SERVICES. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. SEE SHEET 3 FOR THE LARIMER COUNTY URBAN AREA STREET STANDARDS STANDARD GENERAL NOTES AND STANDARD CONSTRUCTION NOTES. LIMITS OF STREET CUTS SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. THE FORT COLLINS - LOVELAND WATER DISTRICT SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL ONSITE AND OFFSITE DRAINAGE FACILITIES ASSOCIATED WITH THIS PROJECT THAT ARE OUTSIDE THE PUBLIC RIGHT OF WAY. THIS INCLUDES ALL TRACTS AND PRIVATE DRIVES. A DRAINAGE AND EROSION CONTROL REPORT HAS BEEN PREPARED SPECIFICALLY FOR RIDGEWOOD HILLS. ALL RECOMMENDATIONS INCLUDED IN SAID REPORT SHALL BE CONSIDERED A PART OF THESE GENERAL NOTES AND SPECIFICATIONS AND SHALL BE FOLLOWED DURING CONSTRUCTION. ALL SITE WORK CONSTRUCTION MUST CONFORM TO ADA (AMERICAN DISABILITIES ACT) REQUIREMENTS FOR HANDICAP ACCESS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. CONTRACTOR AND ALL SUBCONTRACTORS TO THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE DOCUMENTS. ALL STORM DRAIN PIPES SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) WITH R4 JOINTS MEETING THE REQUIREMENTS OF ASTM STANDARD SPECIFICATION C443, LATEST VERSION, UNLESS OTHERWISE SPECIFIED. PROPOSED STORM DRAIN WITH MANHOLE PROPOSED STORM INLET PROPOSED SANITARY SEWER WITH MANHOLE PROPOSED WATERLINE WITH VALVE & FIRE HYDRANT PROPOSED WATERLINE TAP METER PROPOSED FIRELINE TAP PROPOSED IRRIGATION LINE WITH METER PROPOSED ELECTRIC LINE PROPOSED GAS LINE EXISTING SANITARY SEWER EXISTING WATERLINE EXISTING STORM DRAIN PIPE ROAD OR DRIVE AISLE CENTERLINE BUILDING SETBACK LINE EASEMENT LINE BOUNDARY LINE PROPOSED CONTOUR PROPOSED INDEX CONTOUR PROJECT DATUM PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARK #1: East side of South College Ave. at Rob’t Benson Lake, on top of the S.E. corner of an inlet. ELEVATION: 5019.54 ft. BENCHMARK #2: Azimuth mark (31⁄4” aluminum cap) on the north side of Trilby Rd., 1⁄2 mile west of College Ave., at the southwest corner of 508 W. Trilby. Also, 5.5 ft. west of power pole and 24.5 ft. south of wood fence. ELEVATION: 5090.58 ft. NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.18 ft. 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 SURVEYOR: ENGINEER: PLANNER: OWNER/APPLICANT: APPROVED: City Engineer,Approved Sheets Date APPROVED: Water & Wastewater Utility,Approved Sheets Date APPROVED: Stormwater Utility,Approved Sheets Date APPROVED: Park Planning and Development,Approved Sheets Date APPROVED: Traffic Operations,Approved Sheets Date APPROVED: Environmental Planner,Approved Sheets Date Please update this date This approval block should have the following header: City of Fort Collins, Colorado UTILITY PLAN APPROVAL City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:11/23/2022 There are only 28 pages in this plan set. Please update the index to match the actual sheets and sheet names. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXX BUILDING A BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F UPPER RAIN GARDEN LOWER RAIN GARDEN FFE 5100.30 FFE 5094.20 FFE 5089.00 FFE 5084.10 FFE 5095.50 FFE 5092.50 FFE 5099.37 FFE 5099.52 FFE 5099.37 FFE5094.25FFE5093.75FFE5093.25FFE5092.75FFE5092.25FFE5091.75FFE509 1 . 9 5 FFE509 1 . 7 5 FFE509 1 . 5 5 FFE509 1 . 3 5 FFE509 1 . 1 5 FFE509 0 . 9 5 SFIP IP IP S FSF SFSFIP IP IP IP IP IP VTC TR I ANG L E DR I V E AVONDALE ROAD50985099 509 9 509850975096509550945093509250915090508950885087508650855084508350825081508 9 5 0 8 3508850875086 5085 5084509350925091509050895 0 9 3 50 9 4 509 55099 50985097509650955100 5100 5 0 9 9 5 0 9 8 50 9 7 50 9 6 5 0 9 5 5097 5096 5095 5094 5093 50 9 4 50 9 3 5092 5091 5090 5089 5088 50955097 5093 5094 5095 5096 5097 5098 5099 5100 508 8 IP IP IP IP SFSF SHELTER FFE = 5091.75 SPORTS COURT FFE = 5090.50 5096 50945093509 2 509150945093 5092 5092 5091 50905090 5089 5079 5078 5077 5076 5076 5077 50785078 5088 808283 7684 5087 5086 5085 5084 5083 5082 5081 50805089 5090 5088 5087 5086 5085 5084 5083 5082 5081 5080 5079 5078 5077 5076 5075 5074 5073 5072 50895088 50875 0 8 7 5086 5085 5084 5083 5082 5081 5080 5079 5081 5080 5079 5078 5077 5076 50755075 5076 5077 RD IP DOG PARK TOT-LOT IP RD IP VTC BUILDING A Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234566614 E. Brilliant Sky, Dr.Scottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: saraZ:\Shared\Projects\111 Owen Consulting\111-2001FC Ridgewood Hills North\AutoCAD\111-2001FC Ridgewood Hills Tract B MA - 02\DWG\FUP\04 EROSION CONTROL.dwgFILE LOCATION:10/31/2022 11:59 AMPLOT DATE:04 EROSION CONTROL10/28/20222ND RESUBMITTAL - NO CLUBHOUSEMARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO 0 SCALE:1" = 30' 15'30'60'90' 284 LEGEND STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES (1.) THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. (2.)THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. (3.)ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. (4.)AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. (5.)PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. (6.)ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY/COUNTY. (7.)IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: (A.)BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. (B.)REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. (C.)BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. (8.)WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. (9.)THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. (10.) ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. (11.) NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. (12.) THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE CITY/COUNTY OR HOMEOWNERS ASSOCIATION (HOA). (13.)CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. (14.)A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. (15.)TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. (A.)ALONG LOT PERIMETER. (B.)OTHER LOCATIONS, IF NEEDED. (16.)CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. SEPTEMBER 2003 (REVISED JULY 2010) NORTH Best Management Practices (BMP's)Mobilization Foundatin Excavation Site Grading Vertical Construction Flatwork Installaton Landscaping Demobilization STRUCTURAL "INSTALLATION" Silt Fence Vehicle Tracking Pad Inlet Protection (Any existing inlets downstream of site) Sediment Trap / Filter (in Detention Basin) Contour Furrows (Ripping / Disking) Flow Barriers / Wattle Dikes Riprap Armoring *All BMP's are to be removed once construction is complete VEGATATIVE Temporary Seeding / Planting Any time the site will sit dormant longer than 30 days. Mulching / Sealant Any time the site will sit dormant longer than 30 days. Sod Installation Permanent Seeding / Planting Rolled Products (Netting / Blankets / Mats)Any time the site will sit dormant longer than 30 days. Please label all existing major contours, and enough existing minor contours so that all contours can be easily surmised. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:11/23/2022 EXISTING INLET CORE SOUTH WALL OF INLET BOX TO ACCEPT PIPING FROM PROPOSED DEVELOPMENT PIPE ELEVATION AT ENTRANCE TO STORM INLET APPROXIMATELY 5070.91' TOT-LOT BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F LOWER RAIN GARDEN 10' TYPE 'R' INLET INLET STRUCTURE MANHOLE LID-2 OUTLET CONTROL STRUCTURE - 2 DAYLIGHT HDPE STORM DRAIN IN EROSION PROTECTED RUNDOWN TO RAIN GARDEN, (TYP) INLET INVERT ELEV. = 5081.1 TEE INVERT ELEV. = 5083.0 8.6 LF 12" HDPE N-12 STORM DRAIN @ 1.2% ± APPROX.CENTERLINE OF DRAINAGE SWALE @ 2.0% +/- SLOPE (TYP) 43.7 LF 12" HDPE N-12 STORM DRAIN @ 1.2% ± 98.1 LF 12" HDPE N-12 STORM DRAIN @ 4.4% ± TEE INVERT EL. = 5086.9 INLET INV. EL. = 5086.0 INLET INV. EL. = 5091.7 INLET INV. EL. = 5091.2 NYLOPLAST AREA INLET W/ 12" SQ. STD. GRATE (TYP) SEE DETAIL SHT. 12 10.6 LF 12" HDPE N-12 STORM DRAIN @ 1.0% ± INLET INV. EL. = 5087.0 156.5 LF HDPE N-12 STORM DRAIN @ 2.5% ± 12.0 LF 12" HDPE N-12 STORM DRAIN @ 0.8% +/- 31.4 LF 12" HDPE N-12 STORM DRAIN @ 6.1% +/- 123.5 LF 12" HDPE N-12 STORM DRAIN @ 6.5% +/- INLET INVERT ELEV. = 5092.2 40.5 LF HDPE N-12 STORM DRAIN @ 0.5% +/- INLET INVERT ELEV. = 5092.0 EXISTING 24" RCP EXISTING 36" RCP UPPER RAIN GARDEN FLOW TO EX. POND 1EXISTING DETENTION POND 11b TRIANG LE DR IVE AVONDALE ROAD50985099 509 9 509850975096509550945093509250915090508950885087508650855084508350825081508 9 5 0 8 350885087508 6 5085 5084509350925091509050895 0 9 3 50 9 4 509 55099 50985097509650955100 5100 5 0 9 9 5 0 9 8 50 9 7 50 9 6 5 0 9 5 5097 5096 5095 5094 5093 50 9 4 50 9 3 5092 5091 5090 5089 5088 50955097 5093 5094 5095 5096 5097 5098 5099 5100 1 2 5 15 6 12 508 8 1 2 4 5 6 9 11 0.493 0.48 0.789 0.71 1.313 0.64 0.193 0.37 0.064 0.50 0.116 0.44 0.640 0.04 11 5096 5094509350 9 2 509150945093 5092 5092 5091 5090 5089 5079 5078 5077 5076 5076 5077 50785078 5088 808283 7684 5087 5086 5085 5084 5083 5082 5081 50805089 5090 5088 5087 5086 5085 5084 5083 5082 5081 5080 5079 5078 5077 5076 5075 5074 5073 5072 5088 50875 0 8 7 5086 5085 5084 5083 5082 5081 5080 5079 5081 5080 5079 5078 5077 5076 50755075 5076 5077 DOG PARK SPORT COURT SHELTER 4" DIA. SLOTTED PVC SUB-DRAIN PIPES FOR DETAILS, SEE SHEET 13 FOREBAY OVERFLOW WEIR, 6" TALL, WITH 1" WIDE, FULL-DEPTH DRAINAGE SLOTS @ 1.5' +/1 CENTERS. KEY WEIR INTO SIDE EMBANKMENTS. RAIN GARDEN CONCRETE FOREBAY WITH OVERFLOW WEIR, AND FILLED WITH RIP RAP FOR DETAILS, SEE SHEET 13 4" DIA. SLOTTED PVC SUB-DRAIN PIPES FOR DETAILS, SEE SHEET 13 FOREBAY OVERFLOW WEIR, 6" TALL, WITH 1" WIDE, FULL-DEPTH DRAINAGE SLOTS @ 1.5' +/1 CENTERS. KEY WEIR INTO SIDE EMBANKMENTS. RAIN GARDEN CONCRETE FOREBAY WITH OVERFLOW WEIR, AND FILLED WITH RIP RAP FOR DETAILS, SEE SHEET 13 LOWER RAIN GARDEN OUTLET CONTROL STRUCTURE. FOR DETAILS, SEE SHEET 13 INDICATED INVERT OF EXISTING INLET = 7070.69 TO BE CONFIRMED PRIOR TO COMMENCEMENT OF CONSTRUCTION.14 MANHOLE LID-1 INFLOW ENERGY DISSIPATION STRUCTURE - 1 LID SYSTEM PIPING (SEE PROFILE ON SEPARATE SHEET) BUILDING A 32.7 LF HDPE N-12 STORM DRAIN @ 1.2% ± INLET INV. EL. = 5086.5 TEE INV. EL. = 5086.4 106.1 LF 12" HDPE N-12 STORM DRAIN @ 4.7% +/-50905089INLET INVERT ELEV. = 5083.1 INLET INVERT ELEV. = 5081.5 TEE INVERT ELEV. = 5081.0 24.6 LF HDPE N-12 STORM DRAIN @ 2.0% +/- OUTLET CONTROL STRUCTURE - 1 107.0 LF 12" HDPE N-12 STORM DRAIN @ 1.9% +/- 8 0.170 0.42 10 0.190 0.11 13 4 10 8 9 7 7 0.144 0.44 3 1.081 0.09 3 Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234566614 E. Brilliant Sky, Dr.Scottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: saraZ:\Shared\Projects\111 Owen Consulting\111-2001FC Ridgewood Hills North\AutoCAD\111-2001FC Ridgewood Hills Tract B MA - 02\DWG\FUP\05 DRAINAGE PLAN.dwgFILE LOCATION:10/31/2022 1:52 PMPLOT DATE:05 DRAINAGE PLAN10/28/20222ND RESUBMITTAL - NO CLUBHOUSE MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO 285 0 SCALE:1" = 30' 15'30'60'90' NORTH NOTES 1.SEE SHEETS 12 - 13 FOR STORM DRAIN PLANS & PROFILES. LEGEND DRAINAGE BASIN I.D. DESIGN POINT OVERLAND FLOW DIRECTION # # 0.000.000 MINOR STORM RUNOFF COEFFICIENT DRAINAGE BASIN AREA (AC) Ridgewood Hills - Tract B DRAINAGE DATA SUMMARY TABLE Drainage Design Basin Comp. Runoff Coeff.Design Runoff Basin No.Point Area 2-Year 100-Year 2-Year 100-Year (ac)(cfs)(cfs) 1 1 0.493 0.48 0.73 0.62 3.18 2 2 0.789 0.71 0.85 1.49 5.87 3 3 1.081 0.09 0.53 0.22 9.3 4 4 1.313 0.64 0.81 2.08 8.77 5 6 0.193 0.37 0.67 0.21 1.28 6 7 0.064 0.5 0.73 0.09 0.47 7 8 0.144 0.44 0.7 0.18 1 8 9 0.17 0.42 0.69 0.2 1.17 9 10, 11, 12, 13 0.116 0.44 0.7 0.14 0.81 10 5, 14 0.19 0.11 0.54 0.06 1.01 11 15 0.64 0.04 0.5 0.06 2.61 Where are the contour lines for 5092 and 5091? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:11/23/2022 Please show drainage arrows for overland flow direction in each drainage basin. BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F UPPER RAIN GARDEN LOWER RAIN GARDEN FFE 5100.30 FFE 5094.20 FFE 5089.00 FFE 5084.10 FFE 5095.50 FFE 5092.50 FFE 5099.37 FFE 5099.52 FFE 5099.37 FFE5094.25FFE5093.75FFE5093.25FFE5092.75FFE5092.25FFE5091.75FFE509 1 . 9 5 FFE509 1 . 7 5 FFE509 1 . 5 5 FFE509 1 . 3 5 FFE509 1 . 1 5 FFE509 0 . 9 5 TR I ANG L E DR I V E AVONDALE ROAD50985099 509 9 509850975096509550945093509250915090508950885087508650855084508350825081508 9 5 0 8 350885087 5086 5085 5084509350925091509050895 0 9 3 50 9 4 509 55099 50985097509650955100 5100 5 0 9 9 5 0 9 8 50 9 7 50 9 6 5 0 9 5 5097 5096 5095 5094 5093 50 9 4 50 9 3 5092 5091 5090 5089 5088 50955097 5093 5094 5095 5096 5097 5098 5099 5100 508 8 SHELTER FFE = 5091.75 SPORTS COURT FFE = 5090.50 5096 50945093509 2 509150945093 5092 5092 5091 5090 5089 5079 5078 5077 5076 5076 5077 50785078 5088 808283 7684 5087 5086 5085 5084 5083 5082 5081 50805089 5090 5088 5087 5086 5085 5084 5083 5082 5081 5080 5079 5078 5077 5076 5075 5074 5073 5072 5088 50875 0 8 7 5086 5085 5084 5083 5082 5081 5080 5079 5081 5080 5079 5078 5077 5076 50755075 5076 5077 DOG PARK TOT-LOT 50905089 BUILDING A Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234566614 E. Brilliant Sky, Dr.Scottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: saraZ:\Shared\Projects\111 Owen Consulting\111-2001FC Ridgewood Hills North\AutoCAD\111-2001FC Ridgewood Hills Tract B MA - 02\DWG\FUP\06 GRADING PLAN.dwgFILE LOCATION:10/31/2022 11:59 AMPLOT DATE:06 GRADING PLAN10/28/20222ND RESUBMITTAL - NO CLUBHOUSEMARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO 286 NORTH 0 SCALE:1" = 30'-0" 15'30'60'90' GRADING NOTES 1. ALL EASEMENTS ARE PROPOSED AND WILL BE DEDICATED BY THE PLAT. EASEMENTS ARE LABELED ON THE UTILITY PLAN. 2. THE DRIVES WITHIN THE SITE WILL BE PRIVATELY OWNED AND MAINTAINED. THERE WILL BE NO PUBLIC MAINTENANCE OF THE DRIVES. 3.LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS SHALL BE IN ACCORDANCE WITH THE CITY STREET REPAIR STANDARDS. 4.NO OFF SITE GRADING IS PROPOSED WITH THIS DEVELOPMENT. 5.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. 6.ALL SPOT ELEVATIONS SHOWN ARE FLOWLINE UNLESS NOTED OTHERWISE. 7.ALL RETAINING WALLS FOUR (4) FEET OR HIGHER WILL REQUIRE A BUILDING PERMIT. Where are the contour lines for 5092 and 5091? Are these spot elevations, or are there supposed to be contour lines? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:11/23/2022 EX SANITARY MH RIM=5101.43 INV NW=5090.24 INV NE=5090.20 EX SANITARY MH RIM=5075.75 INV E=5067.17 INV SW=5072.65 INV SW=5067.52 EXISTING INLET AND STORM DRAINS EX SANITARY MH RIM=5101.46 INV NE=5091.40 INV SW=5091.53 CUT INTO EXISTING WATER MAIN NEW 8" X 8" TEE W/ T.B. AND TWO (2) 8" GATE VALVES 8" X 6" TEE W/ TB 6" GV & 8" GV 81.21 LF 8" PVC SEWERLINE 72.59 LF 8" PVC WATERLINE SMH-3 22.8 LF 12" HDPE STORM DRAIN 43.5 LF 12" HDPE STORM DRAIN 109.7 LF 15" HDPE STORM DRAIN 330 LF 4" PERFORATED PIPE, SEE LID PLANS SAWCUT AND REPLACE EXISTING PAVEMENT IN THIS AREA XX LF 24" HDPE STORM DRAIN 217.8 LF 4" SLOTTED PVC PIPE, SEE LID PLANS 8" X 6" TEE W/ TB 6" GV 90 DEG. BEND W/ TB AND 8" GV SMH-2 45.9 LF 12" HDPE STORM DRAIN EX SANITARY MH RIM=5087.07 INV NW=5076.63 INV NE=5076.50 INV SW=5076.60 4" FIRE LINE 1-1/2" WATER SERVICE HYDRANT ASSEMBLY IRRIGATION CONTROLLER 1.5" WATER IRRIGATION SERVICE W/ METER 4" FIRE LINE 1-1/2" WATER SERVICE 4" SEWER SERVICE 9' E X I S T I N G U & D E 9' E X I S T I N G U& D E 6'EXISTINGU&DE76' R O W 30'U,D ,A ,EAE 3 0 ' U, D , A , E A E 30'U,D,A,EAE6' EXISTINGU&DE30' DE30'U,D,A,EAEEXISTIG 57' ROW 30' U,D,A, E A E9'U&DE5'3' ACCESSEASEMENT R5 1 ' AE 30'U,D ,A ,EAE BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F UPPER RAIN GARDEN 4" SEWER SERVICE 4" FIRE LINE 1-1/2" WATER SERVICE 4" SEWER SERVICE HYDRANT ASSEMBLY 4" SEWER SERVICE EX SANITARY MH RIM=5081.77 INV NE=5074.65 INV SW=5074.84 149.34 LF 8" PVC WATERLINE 4" FIRE LINE 3/4" WATER SERVICE 1-1/2" WATER SERVICE 79 LF 12" HDPE STORM DRAIN 168.14 LF 8" PVC SEWERLINE 8" X 4" TEE W/ TB 4" GV 8" X 4" TEE W/ TB 4" GV 8" X 4" TEE W/ TB 4" GV 8" X 4" TEE W/ TB 4" GV EXISTING 1-1/2" WATER SERVICE 10' TYPE 'R' INLET MANHOLE LID-1 12" HDPE FES OUTLET CONTROL STRUCTURE - 1 10' TYPE "R" INLET MANHOLE LID-2 OUTLET CONTROL STRUCTURE - 2 111.8 LF 12" HDPE STORM DRAIN63.3 LF 12" HDPE STORM DRAIN 161.2 LF 15" HDPE STORM DRAIN 98.2 LF 12" HDPE STORM DRAIN 156.52 LF 12" HDPE STORM DRAIN 10.6 LF 12" HDPE STORM DRAIN 31.4 LF 12" HDPE STORM DRAIN 12.0 LF 12" HDPE STORM DRAIN 96.5 LF 12" HDPE STORM DRAIN 24.5 LF 12" HDPE STORM DRAIN 106.0 LF 12" HDPE STORM DRAIN 1.7 LF 12" HDPE STORM DRAIN 8.4 LF 12" HDPE STORM DRAIN 95.8 LF 12" HDPE STORM DRAIN 32.7 LF 12" HDPE STORM DRAIN 1.2 LF 12" HDPE STORM DRAIN 40.5 LF 12" HDPE STORM DRAIN EXISTING RELOCATED FIRE HYDRANT 376.62 LF 8" PVC WATERLINE 215.28 LF 8" PVC SEWERLINE SMH-4 EXISTING 8 X 8 TEE EXISTING 8" WATER LINE EXISTING 4" FIRE LINE EXISTING 1-1/2" WATER SERVICE EXISTING 4" FIRE LINE EXISTING 4" SEWER SERVICE EXISTING 4" SEWER SERVICE EXISTING FIRE HYDRANT 4" SEWER SERVICE 4" SEWER SERVICE 4" SEWER SERVICE LOWER RAIN GARDEN30' DE50' DEFFE 5100.30 FFE 5094.20 FFE 5089.00 FFE 5084.10 FFE 5095.50 FFE 5092.50 FFE 5099.37 FFE 5099.52 FFE 5099.37 FFE5094.25FFE5093.75FFE5093.25FFE5092.75FFE5092.25FFE5091.75FFE509 1 . 9 5 FFE509 1 . 7 5 FFE509 1 . 5 5 FFE509 1 . 3 5 FFE509 1 . 1 5 FFE509 0 . 9 5 TR I ANG L E DR I V E AVONDALE ROADSHELTER FFE = 5091.75 SPORTS COURT FFE = 5090.50DOG PARK TOT-LOT 10 LF 4" SOLID PVC PIPE 16.5 LF 12" HDPE STORM DRAIN MANHOLE LID-3 12" HDPE FES BUILDING A Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234566614 E. Brilliant Sky, Dr.Scottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: saraZ:\Shared\Projects\111 Owen Consulting\111-2001FC Ridgewood Hills North\AutoCAD\111-2001FC Ridgewood Hills Tract B MA - 02\DWG\FUP\07 UTILITY PLAN.dwgFILE LOCATION:10/31/2022 11:59 AMPLOT DATE:07 UTILITY PLAN10/28/20222ND RESUBMITTAL - NO CLUBHOUSEMARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO 287 LEGEND PROPOSED STORM DRAIN WITH MANHOLE PROPOSED STORM INLET PROPOSED SANITARY SEWER WITH MANHOLE PROPOSED WATERLINE WITH VALVE & FIRE HYDRANT PROPOSED WATERLINE TAP METER PROPOSED FIRELINE TAP PROPOSED IRRIGATION LINE WITH METER EXISTING SANITARY SEWER EXISTING WATERLINE EXISTING STORM DRAIN PIPE UTILITY NOTES 1.ALL SANITARY SEWER PIPE IS 8" PVC SDR-35, UNLESS NOTED OTHERWISE.. 2.ALL SANITARY SEWER, WATER AND STORMWATER CONSTRUCTION SHALL CONFORM TO SOUTH FORT COLLINS SANITATION DISTRICT, FORT COLLINS-LOVELAND WATER DISTRICT, AND CITY OF FORT COLLINS STORMWATER DEVELOPMENT, RESPECTIVELY CONSTRUCTION STANDARDS AND DETAILS. 3.ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III OR BETTER UNLESS NOTED OTHERWISE. 4.ALL WATERLINE TO BE CONSTRUCTED A MINIMUM OF 5' AND A MAXIMUM OF 6' (5' TYPICAL) BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 5.ALL WATERLINE SERVICES TO BE SIZED AS SHOWN ON THE UTILITY PLANS. 6.PROVIDE 10' HORIZONTAL CLEARANCE BETWEEN WATER AND SEWER PIPES. 7.SEE UTILITY PLANS FOR EASEMENT DELINEATION, DIMENSIONS AND DETAILS. 8.SEE UTILITY DETAIL SHEETS FOR SERVICE CONNECTION DETAILS. 9.REDUCED PRESSURE PRINCIPLE (RP) BACK-FLOW-PREVENTION-DEVICES TO BE INSTALLED ON THE FIRE LINE RISERS AND DOMESTIC WATER SERVICES. 10.TELEPHONE AND CATV TO BE INSTALLED IN COMMON TRENCH WITH POWER. NORTH 0 SCALE:1" = 30'-0" 15'30'60'90' Is this an existing or proposed gas line? In either case, please add the linetype to the legend and confirm if the gas service provider is okay with the gas line being under the sidewalk. Is this an existing or proposed electric line? In either case, please add the linetype to the legend. All symbols used on this sheet need to be either clearly labeled or included in the legend. Is this fire hydrant going to be relocated? Please be mindful of separation between the fire hydrant and the electric line. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:11/23/2022 What is this? Please make sure these linetypes match the legend. What about existing hydrants? spelling: EXISTING Is there a service line from the meter to the building? Is this an existing or proposed connection to the sanitary main? C3C2C1 L 2 L 1 L3C4L4C5 L5 C39 C38 L36 C37 L35C36 L34L33 L32 C35 C34C33 L3 1 C32L 3 0 C31 C30 L29C29 L 2 8 L 2 7 C28L 2 6 L25C27 C 2 6 C25L24C2 4 L23 C23 C22L22 L21L20 C21 C20L19 C19C18L18C17L17 C16C15C14L16C1 3L15C12 C 1 1C10L14C9 L 1 3L12C8 L 1 1C7L10L 9L8C6 L 7 L 6 L37 L38 C40 C41 L39L40 C42L4 1 C43 C44C45L4 2 C46L43 L44 L 4 5 C47 L46C48C49 L47L 4 8 C50 L4 9 L50 L51 L53 L52 18.5'27.5'1 0 6 ' R OW 24'24' N: 1419764.910 E: 3116746.426 N: 1419821.871 E: 3116641.824 N: 1419925.535 E: 3116734.930 N: 1420022.597 E: 3116820.262 N: 1420133.420 E: 3116843.218 24'8'8'8'5 1 2 9' 5 4 1 5 ' 1 1 '20'11 20' 8 13 11 12 7 N: 1419621.050 E: 3116944.340 N: 1419692.656 E: 3116863.577 N: 1419674.038 E: 3116804.669 N: 1419934.833 E: 3116648.760 N: 1420038.497 E: 3116741.866 N: 1420126.008 E: 3116919.543 N: 1420209.396 E: 3116988.073 TR I ANG L E DR I V E AVONDALE ROAD(TYP) (TYP) (TYP) Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234566614 E. Brilliant Sky, Dr.Scottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: saraZ:\Shared\Projects\111 Owen Consulting\111-2001FC Ridgewood Hills North\AutoCAD\111-2001FC Ridgewood Hills Tract B MA - 02\DWG\FUP\08 HORIZONTAL CONTROL PLAN.dwgFILE LOCATION:10/31/2022 10:26 AMPLOT DATE:08 HORIZONTAL CONTROL PLAN10/28/20222ND RESUBMITTAL - NO CLUBHOUSEMARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO 288 NORTH 0 SCALE:1" = 30'-0" 15'30'60'90' It seems like the two outer lines here are the sidewalk boundary and the middle line is the right-of-way line, but it's not entirely clear. Please use different linetypes to distinguish between sidewalk and property boundary, and please clearly label the proposed sidewalk width. 3 2 ' - 1 0 " The drainage plan seems to indicate a sidewalk chase approximately here. If there is going to be a sidewalk chase here, please show it on the horizontal control sheet and overall utility sheet. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:11/23/2022 LCUASS Figure 19-6 requires a minimum off-street parking setback of 50 feet from a collector street such as Avondale Road. Please remove the crossed-out parking space. Is this an existing or proposed street light? In either case, please add a legend symbol. What are these? Will the one in the middle of the proposed sidewalk be removed? EMERGENCY ACCESS CENTERLINE PROFILE EXISTING GROUND PROFILE ALONG EMERGENCY ACCESS CENTERLINE VPI STA. 1+67.37 VPI ELV.=5083.96 BVC 1+42.375085.21-5.0 %5084.171+82.371.0% EMERGENCY PROFILE GEOMETRY 5084.451+62.375084.771+52.375084.251+72.37EVC 1+92.375084.2150' VERTICAL CURVESAW CUT AND REPLACE EXISTINGPAVEMENT IN CROSS-HATCHED AREA5087 5086 5085 5084 50835088 5087 5086 5085 5084 Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234566614 E. Brilliant Sky, Dr.Scottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: saraZ:\Shared\Projects\111 Owen Consulting\111-2001FC Ridgewood Hills North\AutoCAD\111-2001FC Ridgewood Hills Tract B MA - 02\DWG\FUP\16 EMERGENCY DRIVE - PLAN and PROFILE.dwgFILE LOCATION:10/31/2022 10:55 AMPLOT DATE:16 EMERGENCY DRIVE - PLAN AND PROFILE10/28/20222ND RESUBMITTAL - NO CLUBHOUSEMARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO 2816 0 SCALE:1" = 40' 20'40'80'120' EMERGENCY ACCESS DRIVE SURFACE PROFILE EMERGENCY ACCESS DRIVE PLAN NORTH HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' LCUASS Table 7-3 recommends a minimum K-value of 10 for sag curves. This sag vertical curve appears to have a K-value of 8.33. However, the LCUASS minimum will not be enforced because this is not a public street. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:11/23/2022 Why is the proposed grade lower than the existing grade? Are you modifying the existing street to have a lower elevation here?