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Home My WebLink AboutRIDGEWOOD HILLS AMENDMENT TRACT B - MA210028 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 XXXXXXXXXXXXXXXXXXXXXXXM M M M M S S S CO CO CO CO CO CO M M SS SS SS SS SS SS M M M M D D CO CO FFE 5100.30 FFE 5094.20 FFE 5089.00 FFE 5084.10 FFE 5096.10 FFE 5095.50 FFE 5092.50 FFE 5099.37 FFE 5099.52 FFE 5099.37 FFE5094.25FFE5093.75FFE5093.25FFE5092.75FFE5092.25FFE5091.75FFE5091. 9 5 FFE5091. 7 5 FFE5091. 5 5 FFE5091. 3 5 FFE5091. 1 5 FFE5090. 9 5 SF SFIP IP SF IP IP IP IP IP S FSF SFSFIP IP IP IP IP IP IP RD IP VTC VTC\A1;24'TRIANG LE DR IVE AVONDALE ROAD509 250985099 5099 509850975096509550945093509250915090508950885087508650855084508350825081508 9 5091 5090 5089 5088 5087 5086 5084 5083 5082 5081 5081 5082 5083 5083 5082 5081 5080 5079 5078 5077 5076 5075 5074 50735072 5083 5082 5081 5080 5079 5078 5077 5076 5075 5076 5077 5077 5076 5075 5 0 8 350885087508650855084509350925091509050895 0 9 3 50 9 4 509550995098 5097509650955100 5100 50 9 9 50 9 8 50 9 7 50 9 6 50 9 5 5097 5096 5095 5094 5093 5092 509150 9 0 50 9 4 509 3 5092 5092 5091 5090 5089 5088 5091 50955097 50 9 6 509 5 5092509 3509450 9 5 5093 5094 5095 5096 5097 5098 5099 5100 CLUB HOUSE BUILDING A BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F DETENTION BASIN SAND FILTER DETENTION BASIN CLUB HOUSE BUILDING A BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F POOL AREA WQCV DETENTION BASIN SAND FILTER DETENTION BASIN5096508 8 Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\04 EROSION CONTROL.dwgFILE LOCATION:3/30/2021 10:35 AMPLOT DATE:04 EROSION CONTROL###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO0 SCALE:1" = 30' 15'30'60'90' 324 DK LO LO 1" = 40' H / 1" = 4' V TRAFFIC ENGINEER DATE DATE DATE DATE DATE WATER & WASTEWATER UTILITY CITY ENGINEER STORMWATER UTILITY PARKS AND RECREATION CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL LEGEND IP INLET PROTECTION (GRAVEL FILTER) SF SILT FENCE VTC VEHICLE TRACKING CONTROL 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) RD ROCK DIKE OP OUTLET PROTECTION (RIP RAP) 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. 4/15/2021 Line Over Text **All circled are line over text.** D D FLOW TO EX. POND 1EXISTING DETENTION POND 11b EXISTING 24" RCP EXISTING INLET CORE SOUTH WALL OF INLET BOX TO ACCEPT PIPING FROM PROPOSED DEVELOPMENT PIPE ELEVATION AT ENTRANCE TO STORM INLET APPROXIMATELY 5070.91' EXISTING 36" RCPTRIANG LE DR IVE AVONDALE ROAD11 13 509 250985099 5099 509850975096509550945093509250915090508950885087508650855084508350825081508 9 5091 5090 5089 5088 5087 5086 5084 5083 5082 5081 5081 5082 5083 5083 5082 5081 5080 5079 5078 5077 5076 5075 5074 50735072 5083 5082 5081 5080 5079 5078 5077 5076 5075 5076 5077 5077 5076 5075 5 0 8 350885087508650855084509350925091509050895 0 9 3 50 9 4 509550995098 5097509650955100 5100 50 9 9 50 9 8 50 9 7 50 9 6 50 9 5 5097 5096 5095 5094 5093 5092 509150 9 0 50 9 4 509 3 5092 5092 5091 5090 5089 5088 5091 50955097 50 9 6 509 5 5092509 3509450 9 5 5093 5094 5095 5096 5097 5098 5099 5100 CLUB HOUSE BUILDING A BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F POOL AREA WQCV DETENTION BASIN SAND FILTER DETENTION BASIN 10' TYPE 'R' INLET MANHOLE LID-1 INFLOW ENERGY DISSIPATION STRUCTURE - 1 OUTLET CONTROL STRUCTURE - 1 INLET STRUCTURE MANHOLE LID-2 INFLOW ENERGY DISSIPATION STRUCTURE - 2 OUTLET CONTROL STRUCTURE - 2 1 2 3 4 5 7 8 9 14 15 16 LID SYSTEM PIPING (SEE PROFILE ON SEPARATE SHEET) TIE 12" STORM DRAIN INTO OUTLET CONTROL STRUCTURE AT SAND FILTER DISCHARGE. DISCHARGE TO LID IMPROVEMENTS DAYLIGHT HDPE STORM DRAIN IN EROSION PROTECTED RUNDOWN TO SAND FILTER 6 INLET INVERT ELEV. = 5081.1 INLET INVERT ELEV. = 5083.1 12 TEE INVERT ELEV. = 5083.0 8.6 LF 12" HDPE N-12 STORM DRAIN @ 1.2% ± 32.7 LF 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 10 5096508 8 1 2 3 4 5 6 7 8 9 10 11 0.505 0.47 0.886 0.64 0.586 0.14 1.584 0.58 INLET INV. EL. = 5086.5 TEE INV. EL. = 5086.4 INLET INV. EL. = 5086.0 0.190 0.13 0.193 0.37 0.064 0.50 0.144 0.44 0.170 0.42 0.116 0.44 0.757 0.04 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% +/- 107.0 LF 12" HDPE N-12 STORM DRAIN @ 1.9% +/- INLET INVERT ELEV. = 5081.5 TEE INVERT ELEV. = 5081.0 24.6 LF HDPE N-12 STORM DRAIN @ 2.0% +/- 106.1 LF 12" HDPE N-12 STORM DRAIN @ 4.7% +/- INLET INVERT ELEV. = 5092.2 40.5 LF HDPE N-12 STORM DRAIN @ 0.5% +/- INLET INVERT ELEV. = 5092.0 Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\05 DRAINAGE PLAN.dwgFILE LOCATION:3/30/2021 10:36 AMPLOT DATE:05 DRAINAGE PLAN###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO325 ## ## ## ######################0 SCALE:1" = 30' 15'30'60'90' TRAFFIC ENGINEER DATE DATE DATE DATE DATE WATER & WASTEWATER UTILITY CITY ENGINEER STORMWATER UTILITY PARKS AND RECREATION CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL 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 0.505 0.47 0.72 0.61 3.23 2 2 0.886 0.64 0.81 1.41 6.29 3 3 0.586 0.14 0.55 0.18 2.43 4 4 1.584 0.58 0.78 2.15 10.17 5 6 0.190 0.13 0.54 0.07 1.03 6 7 0.193 0.37 0.67 0.21 1.28 7 8 0.064 0.50 0.73 0.09 0.47 8 9 0.144 0.44 0.70 0.18 1.00 9 11 0.170 0.42 0.69 0.20 1.17 10 12,13,14 0.116 0.44 0.70 0.14 0.81 11 16 0.757 0.04 0.50 0.07 3.09 4/15/2021 Line Over Text Line Over Text Line Over Text 5+990 + 0 0 1+00 2 + 0 0 3 + 0 0 4 + 0 0 5+003+250+001+00 2+003+004+59 0+001+00 2+003+00 4+00 FFE 5100.30 FFE 5094.20 FFE 5089.00 FFE 5084.10 FFE 5096.10 FFE 5095.50 FFE 5092.50 0+500+00 FFE 5099.37 FFE 5099.52 FFE 5099.37 FFE5094.25FFE5093.75FFE5093.25FFE5092.75FFE5092.25FFE5091.75FFE5091. 9 5 FFE5091. 7 5 FFE5091. 5 5 FFE5091. 3 5 FFE5091. 1 5 FFE5090. 9 5 5100 5099 5098 5097 5096 5095 5094 5093 5092 50915090 5089 5088 TRIANG LE DR IVE AVONDALE ROAD509 250985099 5099 509850975096509550945093509250915090508950885087508650855084508350825081508 9 5091 5090 5089 5088 5087 5086 5084 5083 5082 5081 5081 5082 5083 5083 5082 5081 5080 5079 5078 5077 5076 5075 5074 50735072 5083 5082 5081 5080 5079 5078 5077 5076 5075 5076 5077 5077 5076 5075 5 0 8 350885087508650855084509350925091509050895 0 9 3 50 9 4 509550995098 5097509650955100 5100 50 9 9 50 9 8 50 9 7 50 9 6 50 9 5 5097 5096 5095 5094 5093 5092 509150 9 0 50 9 4 509 3 5092 5092 5091 5090 5089 5088 5091 50955097 50 9 6 509 5 5092509 3509450 9 5 5093 5094 5095 5096 5097 5098 5099 5100 5.0 %0.50%0.50%0.0 5 %0.05%0.05%2.0 % 92.00 92.00 92.00 92.00 89.65 90.43 90.12 EVC3+98.1089.89 90.22 89.55 BVC3+48.1089.89 90.09 90.22 PT3+26.1290.11 90.20 P.C.2+68.0090.69 PT2+52.8590.84 91.17 91.41 EVC2+38.1190.99 91.66 91.90 92.30 92.70± 92.67 93.24 93.2292.95 93.67 93.91 95.60 95.60 95.60 95.60 95.60 95.60 95.60 95.60 95.60 93.60BVC 93.77 93.86 93.89 H.P. 93.88 93.84 93.73 EVC 94.15 BVC1+38.1193.62 92.92 93.50 93.83 93.69 95.00 95.00 95.00 95.00 93.44 93.27 EVC0+6296.87 97.06 97.31 97.54 97.00 97.87 97.21 97.54 97.83 97.26H.P. BVC0+12.0097.43 98.35 98.03 98.83 98.59 98.67 99.50 99.35 99.35 97.04 97.21 97.62 98.03 98.26 97.87 98.29 98.69 98.55 98.56 98.55 97.97 98.39 98.79 BVC0+60.0098.82 99.01 98.64 98.61 98.49 99.19 HP0+91.4599.13 99.32 99.09 99.00 98.93 97.30 EVC1+60.0097.63 INT0+00.0097.19 97.8497.74 B.P.97.95 95.90 95.45 95.75 93.70 93.70 96.16 95.42 PT3+15.1090.88 90.65 89.87 90.85 90.28 89.94 89.82 90.06 86.70 87.17 86.61 91.71LP 92.00 91.28 91.50 85.87 86.14 85.90 84.97 85.66 BVC4+48.0085.08 85.29 84.75 84.87 84.87 85.35 88.50 88.50 86.25 86.89 87.35 86.71 87.61 85.99 83.54 83.26 83.30 83.57 82.90 82.63 82.52 EVC5+48.0081.40 81.16 80.95 81.23 81.30 80.79 80.65 80.89 81.34 82.08 83.60 83.60 83.60 83.60 84.63 84.21 82.97LP85.01 84.66 84.85 84.41 84.53 84.24 83.29LP 84.26 84.21 84.26 84.64 84.02 84.20 83.94LP93.00 93.55 70.91 88.50 90.58 94.93 94.43 94.68 98.00 CLUB HOUSE BUILDING A BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F POOL AREA WQCV DETENTION BASIN SAND FILTER DETENTION BASIN509689.68 89.56 508 8 Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\06 GRADING PLAN.dwgFILE LOCATION:3/30/2021 10:36 AMPLOT DATE:06 GRADING PLAN###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO326 DK LO LO 1" = 40' H / 1" = 4' V NORTH 0 SCALE:1" = 30'-0" 15'30'60'90' TRAFFIC ENGINEER DATE DATE DATE DATE DATE WATER & WASTEWATER UTILITY CITY ENGINEER STORMWATER UTILITY PARKS AND RECREATION CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL 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. Line Over Text Line Over Text 4/15/2021 \A1;ELECTRIC VAULT\A1;ELECTRIC VAULTCO T T M M M M M S S S CO CO CO CO CO CO M M SS SS SS SS SS SS M M M M D D CO CO FFE 5100.30 FFE 5094.20 FFE 5089.00 FFE 5084.10 FFE 5096.10 FFE 5095.50 FFE 5092.50 FFE 5099.37 FFE 5099.52 FFE 5099.37 FFE5094.25FFE5093.75FFE5093.25FFE5092.75FFE5092.25FFE5091.75FFE5091. 9 5 FFE5091. 7 5 FFE5091. 5 5 FFE5091. 3 5 FFE5091. 1 5 FFE5090. 9 5 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 XXX LF X" HDPE STORM DRAIN 43.5 LF 12" HDPE STORM DRAIN XXX LF XX" HDPE STORM DRAIN 182 LF 6" PERFORATED PIPE, SEE LID PLANS SAWCUT AND REPLACE EXISTING PAVEMENT IN THIS AREA XX LF 24" HDPE STORM DRAIN XXX LF X" PERFORATED 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 SERVICETRIANG LE DR IVE AVONDALE ROAD9' 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 3 0 'U,D ,A ,EAE 30 ' U, D , A , E A E 30'U,D,A,EAE6' EXISTINGU&DE30' DE30'U,D,A,EAEEXISTIG 57' ROW50'DE30' DE30' U,D,A, E A E9'U&DE5'3' ACCESSEASEMENTR51 ' AE 3 0 'U,D ,A ,EAE CLUB HOUSE BUILDING A BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F POOL AREA WQCV DETENTION BASIN SAND FILTER DETENTION BASIN 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 INFLOW ENERGY DISSIPATION STRUCTURE - 1 OUTLET CONTROL STRUCTURE - 1 INLET STRUCTURE MANHOLE LID-2 INFLOW ENERGY DISSIPATION STRUCTURE - 2 OUTLET CONTROL STRUCTURE - 2 XXX LF XX" HDPE STORM DRAINXXX LF XX" HDPE STORM DRAIN XXX LF XX" 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 SEWERLINESMH-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 S M M TRAFFIC ENGINEER DATE DATE DATE DATE DATE WATER & WASTEWATER UTILITY CITY ENGINEER STORMWATER UTILITY PARKS AND RECREATION CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\07 UTILITY PLAN.dwgFILE LOCATION:3/30/2021 10:37 AMPLOT DATE:07 UTILITY PLAN###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO327 DK LO LO 1" = 40' H / 1" = 4' V 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' 4/15/2021 Line Over Text CC CC CC CC CCCC CO T T EB2345092.63RAD PT 1.5EVAULT2355092.70RAD PT 1.5EVAULT1010215078.07EB 8 9 C3C2 C 1 L 2 L 1 L3C4L4C5 L5 C39C38 L36 C37 L35C36 L34L33 L32 C35 C34C33 L31 C32L 3 0 C31 C30 L29C29 L 2 8 L 2 7 C28L 2 6 L25C27 C 2 6 C25L24C 2 4 L23C23 C22L22L 2 1 L20C21 C20L19 C19C18L18C17L17C16C1 5C14L16C 1 3L15C12 C 1 1C10L14C9 L 1 3L12C8 L 1 1C7L10L 9L8C6 L 7 L 6 L37 L38 C40 C41 L39L40 C42L41 C43 C44C45L42 C46L43 L44 L4 5 C47 L46C48C49 L47L 4 8 C50 L4 9 L50L51L53 L52 18.5'27.5'10 6 ' R O W 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 N: 1419816.724 E: 3116867.174 N: 1419901.336 E: 3116856.063 TRIANG LE DR IVE AVONDALE ROAD24'8'8'8'5 1 (TYP) 2 (TYP) 9' 5 4 1 (TYP) 5' 1 1 ' 2 0 ' 11 2 0 ' 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 Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\08 HORIZONTAL CONTROL PLAN.dwgFILE LOCATION:3/30/2021 10:37 AMPLOT DATE:08 HORIZONTAL CONTROL PLAN###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO328 DK LO LO 1" = 40' H / 1" = 4' V NORTH 0 SCALE:1" = 30'-0" 15'30'60'90' TRAFFIC ENGINEER DATE DATE DATE DATE DATE WATER & WASTEWATER UTILITY CITY ENGINEER STORMWATER UTILITY PARKS AND RECREATION CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL SEE SHEET 9 FOR LINE & CURVE TABLES CONSTRUCTION NOTES HANDICAP PARKING SPACE, PER CITY STANDARD DETAIL.1 STANDARD PARKING SPACE, PER CITY STANDARD DETAIL.2 NOTES: 1. 3 4 SW SAMPLE AVE 2400 5 36"x 36" STOP AND STREET NAME SIGN COMBO. PER CITY STANDARD DETAIL. VERIFY IN FIELD FOR PLACEMENT. STANDARD TEMPORARY DEAD-END BARRICADE. PER CITY STANDARD DETAIL. NO OUTLET SIGN. PER CITY STANDARD DETAIL. VERIFY IN FIELD FOR PLACEMENT. 6 36"x 36" STOP SIGN PER CITY STANDARD DETAIL. VERIFY IN FIELD FOR PLACEMENT LEGEND SITE VISIBILITY ZONE (TYP) INSTALL TEMPORARY DEAD END BARRICADE PER LCUASS DETAIL 1413 ON SHEET 30. 8 APPROXIMATE LIMITS OF SAWCUT. 9 REMOVE EXISTING RAMP AND REPLACE PER STANDARD DETAIL AND RECONSTRUCT CURB DROP AS NECESSARY TO SUIT NEW RAMP. 10 INSTALL SIDEWALK CULVER WITH SIDEWALK WIDENING PER CITY STANDARD DETAIL. 11 INSTALL 20' OF DRIVEOVER CURB WITH 5' CURB TRANSITIONS FOR EMERGENCY ACCESS. 12 INSTALL 6" THICK CONCRETE EMERGENCY ACCESS DRIVE WITH GATE PER SITE PLANS. 13 REMOVE EXISTING CURB & GUTTER AND REPLACE WITH DRIVEOVER CURB & GUTTER. Line Over Text Line Over Text 4/15/2021 D 5+000+00 3+00 4+00 0+50L = 111.69' L = 63. 3 0 ' 3+77.62 L = 186.64' L = 132.3 2 ' INFLOW ENERGY DISSIPATION STRUCTURE - 1 STA: 1+87.49 MANHOLE LID-1 (4' DIA.) STA: 0+75.80 10' TYPE 'R' INLET STA: 0+12.50 0+00 1+00 2+00 3+00 4+00 OUTLET CONTROL STRUCTURE - 1 STA: 3+74.13 ALIGNMENT=CLUB HOUSE DRIVE STATION=3+77.62 OFFSET=14.18L NORTHING=1419625.00 EASTING=3116990.22 50845083508 9 5090 5089 5088 5087 5086 5084 5083 5082 5081 5081 5082 5083 5083 5082 5081 5080 5079 50 9 0 5091 5065 5070 5075 5080 5085 5090 5095 5100 5105 5110 5115 5065 5070 5080 5090 5100 5110 -0+25 0+00 1+00 2+00 3+00 4+00 4+50 -0+25 0+00 1+00 2+00 3+00 4+00 4+50 56.30 LF 12" D I A . R C P @ 3 . 5 5 %10' TYPE 'R' INLETSTA:0+12.50RIM:5089.82INV OUT:5087.00107.69 L F 1 2 " D I A . R C P @ 5 . 5 3 % 130.32 LF 18" DIA. RCP @ 3.62%MANHOLE LID-1 (4' DIA.)STA:0+75.80RIM:5089.83INV IN:5085.00INV OUT:5084.85INFLOW ENERGY DISSIPATION STRUCTURE - 1STA:1+87.49TOP OF U/S WALL:5082.33INV IN:5078.89INV. OUT (TOP OF D/S WALL): 5081.00FLOOR OF WQCV DETENTION BASIN IS TO SLOPE AT 2.0% FROM SIDES TOWARD CENTERLINE, AND AT 0.5% ALONG CENTERLINE, TOWARD OUTLET STRUCTURE. INVERT OF DETENTION BASIN IS TO BE UNDERLAIN BY 12" X 12" FRENCH DRAIN, WITH CDOT #4 AGGREGATE SURROUNDING A 4" DIA. PERFORATED PVC PIPE, WRAPPED IN A GEOTEXTILE SLEEVE (SEE TYP. CROSS SECTION ON SHT. 21) DESIGN FINISHED GROUND PROFILE ALONG LID SYSTEM CENTERLINE EXISTING GROUND PROFILE ALONG LID SYSTEM CENTERLINE WQCV DETENTION BASIN 182.61' of 4" @ 0.50%OUTLET CONTROL STRUCTURE - 1STA:3+74.13INV IN (PERF PIPE):5079.09INV OUT:5078.9563.3'111.69'132.32' TO MANHOLE LID - 2186.64' Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\12 STORM PLAN & PROFILE (UPSTREAM).dwgFILE LOCATION:3/30/2021 10:41 AMPLOT DATE:12 STORM PLAN & PROFILE (UPSTREAM)###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO3212 DK LO LO 1" = 40' H / 1" = 4' V 0 SCALE:1"=20' 10'20'40'60' 0 HORIZONTAL SCALE:1"=20' 10'20'40'60' VERTICAL SCALE: 1"=4' STORM - PLAN (UPSTREAM) STORM - PROFILE (UPSTREAM) Mask Text Mask Text Mask Text 4/15/2021 5+99L = 25.23' 6+55 5+00 6+00 ALIGNMENT=WEST ACCESS DRIVE STATION=5+64.41 OFFSET=8.87L NORTHING=1420117.89 EASTING=3117029.35 STRUCTURE - (41) STA: 0+00.00 MANHOLE LID - 2 (5' DIA.) STA: 5+06.45 INFLOW ENERGY DISSIPATION STRUCTURE - 2 STA: 5+31.68 EXISTING INLET IN TRIANGLE DR. STA: 6+46.76 OUTLET CONTROL STRUCTURE - 2 STA: 6+18.19 5+64.41 L = 86.51'508250815082 5081 5080 5079 5078 5077 5076 5075 5076 5077 5077 5076 5075 L = 28. 5 7' 5065 5070 5075 5080 5085 5090 5095 5100 5105 5110 5115 5065 5070 5080 5090 5100 5110 4+50 5+00 6+00 6+75 4+50 5+00 6+00 6+75 SAND FILTERINFLOW ENERGY DISSIPATION STRUCTURE - 2STA:5+31.68RIM:5076.33INV IN:5073.14INV OUT:5073.14OUTLET CONTROL STRUCTURE - 2STA:6+18.19RIM:5075.27INV IN:5073.14INV OUT:5073.06EXISTING INLET IN TRIANGLE DR.STA:6+46.76RIM:5078.00INV IN:5070.6525.23 LF 18" DIA. RCP @ 3.41% 28.57 LF 18" DIA. RCP @ 8.44%MANHOLE LID - 2 (5' DIA.)STA:5+06.45RIM:5078.77INV IN:5074.23INV IN:5074.23INV OUT:5074.00132.32' TO OUTLET CONTROL STRUCTURE - 1 25.23'86.51'28.57' 81.84 LF 4" PVC SLOTTED PIPE SEE SPECS, SHT. 31/32 5+99L = 25.23'5+00 ALIGNMENT=WEST ACCESS DRIVE STATION=5+64.41 OFFSET=8.87L NORTHING=1420117.89 EASTING=3117029.35 STRUCTURE - (41) STA: 0+00.00 MANHOLE LID - 2 (5' DIA.) STA: 5+06.45 INFLOW ENERGY DISSIPATION STRUCTURE - 2 STA: 5+31.68 5+64.415082 50815075507650775077507650755065 5070 5075 5080 5085 5090 5095 5100 5105 5065 5070 5080 5090 5100 -0+25 0+00 0+50 -0+25 0+00 0+50 0+005075.295075.288STRUCTURE - (41)STA:0+00.00RIM:5081.14INV OUT:5074.59MANHOLE LID - 2 (5' DIA.)STA:5+06.45RIM:5078.77INV IN:5074.23INV IN:5074.23INV OUT:5074.0016.74 LF 12" DIA. PVC @ 2.15% Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\13 STORM PLAN & PROFILE (DOWNSTREAM).dwgFILE LOCATION:3/30/2021 10:42 AMPLOT DATE:13 STORM PLAN & PROFILE (DOWNSTREAM)###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO3213 DK LO LO 1" = 40' H / 1" = 4' V 0 SCALE:1" = 20' 10'20'40'60' 0 HORIZONTAL SCALE:1" = 20' 10'20'40'60' VERTICAL SCALE: 1"=4' STORM - PLAN (UPSTREAM) STORM - PROFILE (UPSTREAM)STORM - PROFILE (UPSTREAM) STORM - PLAN (UPSTREAM) 0 HORIZONTAL SCALE:1" = 20' 10'20'40'60' VERTICAL SCALE: 1"=4' 0 SCALE:1" = 20' 10'20'40'60' Text Over Text 4/15/2021 509850995099 50985097509650955094509350925091509050895088508750865085508450835082508150755074507350835082508150805079507850775076 50775083 5088508750865085508450935092509150905089509350945095 509950985097509650955100 5100509950985097 5096 5095 5097 5096 5095 509450955097 5096 5095 50 9 2 5093 50945095 509550965097509850995100 SAW CUT AND REPLACE EXISTING PAVEMENT IN CROSS-HATCHED AREA DRIVE AISLE CENTERLINE PROFILE EXISTING GROUND PROFILE ALONG DRIVE AISLE CENTERLINE EAST PROPERTY LINE13' TRAVEL 7' SIDEWALK 17' PARKING 26' DRIVE AISLE 13' TRAVEL LANE 13' TRAVEL LANE 5' GARAGE APRON ℄ 3' CONCRETE VALLEY PANVERTICAL CURB W/ 18" GUTTER, (TYP) VARIES2%2%2%2% GARAGE EMERGENCY ACCESS CENTERLINE PROFILE EXISTING GROUND PROFILE ALONG EMERGENCY ACCESS CENTERLINE 50' VERTICAL CURVE VPI STA. 1+67.37 VPI ELV.=5083.96 BVC 1+42.375085.21EVC 1+92.375084.21-5.0 %5084.771+52.375084.451+62.375084.251+72.375084.171+82.371.0% Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\14 WEST ACCESS DRIVE - PLAN and PROFILE.dwgFILE LOCATION:3/30/2021 10:43 AMPLOT DATE:14 WEST ACCESS DRIVE - PLAN AND PROFILE###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO0 SCALE:1" = 40' 20'40'80'120' 3214 DLK LO LO SEE PLAN NORTH HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' WEST ACCESS DRIVE ROAD PROFILE WEST ACCESS DRIVE ROAD PLAN TYPICAL INTERIOR DRIVE AISLE SECTION W/ GARAGE N.T.S. EMERGENCY ACCESS ROAD PROFILE HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4/15/2021 Mask Text Mask Text Mask Text Mask Text Mask Text 50985099509950985097509650895096509950985097509650955097509650955094509350925091509050945093509250925091509050895088509150975093509450955096509750985099ELEV=5089.98DESIGN CENTERLINE PROFILEINTINT PROPERTY LINE / B.O.W.STA=4+59.28C/L AVONDALE RD.Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\15 WEST TO EAST DRIVE - PLAN and PROFILE.dwgFILE LOCATION:3/30/2021 10:44 AMPLOT DATE:15 WEST TO EAST DRIVE - PLAN AND PROFILE###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO0 SCALE:1" = 40' 20'40'80'120' 3215 DK LO LO 1" = 40' H / 1" = 4' V WEST to EAST ACCESS DRIVE ROAD PROFILE WEST to EAST ACCESS DRIVE ROAD PLAN NORTH HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4' 4/15/2021 Mask Text Mask Text EMERGENCY ACCESS CENTERLINE PROFILE EXISTING GROUND PROFILE ALONG EMERGENCY ACCESS CENTERLINE 50' VERTICAL CURVE VPI STA. 1+67.37 VPI ELV.=5083.96 BVC 1+42.375085.21EVC 1+92.375084.21-5.0 %5084.771+52.375084.451+62.375084.251+72.375084.171+82.371.0% EMERGENCY PROFILE GEOMETRY 5087 5086 5085 5084 50835088 5087 5086 5085 5084SAW CUT AND REPLACE EXISTINGPAVEMENT IN CROSS-HATCHED AREASheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\17 EMERGENCY DRIVE - PLAN and PROFILE.dwgFILE LOCATION:3/30/2021 10:46 AMPLOT DATE:17 EMERGENCY DRIVE - PLAN AND PROFILE###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO3217 DK LO LO 1" = 40' H / 1" = 4' V 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' Mask Text 4/15/2021 TRIANG LE DR IVE AVONDALE ROADTYPE III BARRICADE SEE DETAIL ON SHEET 36 INSTALL ENHANCED CROSSWALK EXISTING STRIPING, (TYP) EXISTING CHEVRON ARROW SIGNS 18.2'2 3 . 6 '26.2'1 2 ' A BB B B F G E D G G H A H J J B B B B C Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\18 SIGNING & STRIPTING PLAN.dwgFILE LOCATION:3/30/2021 10:46 AMPLOT DATE:18 SIGNING & STRIPTING PLAN###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADONORTH 0 SCALE:1" = 30' 15'30'60'90'3218 DK LO LO 1" = 20' H / 1" = 5' V\Fromanc.shx;TRAVEL LANE\Fromanc.shx;TRAVEL LANE2 ft. Wide BorderSoldier Course PatternDavis Color Brick Red8 ft. Wide WalkwayBroom SurfaceDavis Color Sandiego BuffKeyway andDoweled JointsSee seal atconstruction jointdetail{12 ft. x 12 ft. SquareSawcut Joints inAdjacent PavingSee saw joint detail}12 inch WideWhite Stop BarBy "Street Print"REVISION NO: DATE: 11/08/00 DRAWING 1610DRAWINGSSTREET STANDARDS URBAN AREA LARIMER COUNTY DECORATIVE CONC. CROSSWALK (PATTERNED/COLORED CONC.) CONSTRUCTION DAVIS COLOR BRICK RED SOLDIER COURSE PATTERN \A1;10" SOLDIER COURSE PATTERN DAVIS 40" #5 REBAR @ 12" O.C.\A1;{10" TYP.}\A1;8'\A1;2'\A1;2'DAVIS COLOR SANDIEGO BUFF 12" WHITE STOP BAR BY "STREET PRINT" TYPICAL CROSSWALK DETAIL N.T.S. C CONSTRUCTION JOINT ROD 3/8" BACKER SEAL AT S HOT POURED JOINT1/8" MIN.1 1/8"RECESS 1/4" 1/4" MATERIAL TRANSVERSE JOINT, T/4 * LONGITUDINAL JOINT, T/3 MATERIAL 3/8" BACKER HOT POURED JOINT DEPTH *SAWED JOINTROD1 1/8"MIN.1/8"SAW RECESS 1/4" 1/4" S COLOR BRICK RED BROOM SURFACE REVISION NO: DATE: 11/08/00 DRAWING 1612DRAWINGSSTREET STANDARDS URBAN AREA LARIMER COUNTY ENHANCED CONCRETE CROSSWALK (CONSTRUCTION DETAIL) CONSTRUCTION SIGN LEGEND: R1-2 YIELD SIGN 36"X36"X36" WITH STREET NAME SIGNS ABOVE W-11-2 "PED XING" SIGN 30"X30" AND W16-7P "ARROW" SIGN 24"X18" (AS DIRECTED BY THE LOCAL ENTITY ENGINEER) "NO PARKING ANYTIME" SIGN 1. SEE SHEET 27 FOR STANDARD SIGN DETAILS NOTES: STRIPING LEGEND: SOLID DOUBLE YELLOW 4" WIDE SOLID WHITE LINE 6" WIDE SOLID WHITE LINE 8" WIDE DO NOT ADD THE WHITE DASHED LINE THAT DELINEATES THE OUTER EDGE OF THE ROUNDABOUT AS IT EXISTS ON THE OTHER 3 LEGS "NO PARKING ANYTIME" SIGN ONE WITH ARROW POINTING EAST AND ONE WITH ARROW POINTING WEST TRAFFIC ENGINEER DATE DATE DATE DATE DATE WATER & WASTEWATER UTILITY CITY ENGINEER STORMWATER UTILITY PARKS AND RECREATION CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL"EMERGENCY ACCESS ONLY" SIGN J E F G A B C D H Spelling 4/15/2021 FFE 5100.30 FFE 5094.20 FFE 5089.00 FFE 5084.10 FFE 5096.10 FFE 5095.50 FFE 5092.50 FFE 5099.37 FFE 5099.52 FFE 5099.37 FFE5094.25FFE5093.75FFE5093.25FFE5092.75FFE5092.25FFE5091.75FFE5091. 9 5 FFE5091. 7 5 FFE5091. 5 5 FFE5091. 3 5 FFE5091. 1 5 FFE5090. 9 5 5100 5099 5098 5097 5096 5095 5094 5093 5092 50915090 5089 5088 \A1;24'TRIANG LE DR IVE AVONDALE ROAD509 250985099 5099 509850975096509550945093509250915090508950885087508650855084508350825081508 9 5091 5090 5089 5088 5087 5086 5084 5083 5082 5081 5081 5082 5083 5083 5082 5081 5080 5079 5078 5077 5076 5075 5074 50735072 5083 5082 5081 5080 5079 5078 5077 5076 5075 5076 5077 5077 5076 5075 5 0 8 350885087508650855084509350925091509050895 0 9 3 50 9 4 509550995098 5097509650955100 5100 5 0 9 9 50 9 8 50 9 7 50 9 6 50 9 5 5097 5096 5095 5094 5093 5092 509150 9 0 50 9 4 509 3 5092 5092 5091 5090 5089 5088 5091 50955097 50 9 6 509 5 5092509 3509450 9 5 5093 5094 5095 5096 5097 5098 5099 5100 CLUB HOUSE BUILDING A BUILDING B BUILDING C BUILDING D BUILDING E BUILDING F POOL AREA WQCV DETENTION BASIN SAND FILTER DETENTION BASIN ADD LID LABELS5096508 8 Sheet: Of: Date: Job No: Drawn: Design: Scale: Checked:NODATEBYCHKREVISIONSDESCRIPTION1234567047 E. Balancing Rock RdScottsdale, AZ 85266Phone: (303) 913-5382larrycowen@comcast.netOWENCONSULTINGGROUP, INC.DRAWN BY: davidC:\Users\david\Documents\WIP\111-2001FC Ridgewood Hills Tract B MA\DWG\FUP\28 LID PLAN.dwgFILE LOCATION:3/30/2021 10:51 AMPLOT DATE:28 LID PLAN###-####MC MARCH 25, 2021 RIDGEWOOD HILLS TRACT B - MAFINAL UTILITY PLANSFORT COLLINS, COLORADO3228 DK LO LO 1" = 40' H / 1" = 4' V NORTH 0 SCALE:1" = 30'-0" 15'30'60'90' TRAFFIC ENGINEER DATE DATE DATE DATE DATE WATER & WASTEWATER UTILITY CITY ENGINEER STORMWATER UTILITY PARKS AND RECREATION CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVALLEGEND: SAND FILTER GENERAL NOTES: 1. THESE LID (LOW IMPACT DEVELOPMENT) PLANS SHALL BE USED IN CONJUNCTION WITH THE LANDSCAPE, DRAINAGE AND GRADING PLANS FOR A COMPLETE SET OF PLANS. LID TREATMENT DATA SUMMARY TABLE: NOTES: 1. WATER QUALITY CAPTURE VOLUME IS CALCULATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL. 2. REQUIRED LID TREATMENT VOLUME CALCULATED TO BE 75% OF WQCV, IN ACCORDANCE WITH SECTION 3.1(a) OF VOLUME 3, CHAPTER 2, SECTION K OF THE FORT COLLINS AMENDMENTS, PER ORDINANCE NO. 007,2016. 3. THE PROVIDED TREATMENT VOLUME INCLUDES A 20% ADDITIONAL ALLOWANCE FOR TEMPORARY SILT STORAGE. SAND FILTER CONSTRUCTION & UNDERDRAIN REQUIREMENTS THE SAND FILTER SHALL BE CONSTRUCTED WITH A MIN. OF 18" OF ASTM C33 SAND, OVERLYING A MIN. OF 8" OF RESERVOIR AGGREGATE (ASTM #57 OR #67). GRADATION OF THESE MATERIALS SHALL BE IN ACCORDANCE WITH THE GRADATION CHART ON THIS SHEET. A LAYER OF 8 oz/sy NON-WOVEN GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN THE TWO LAYERS OF GRANULAR MATERIAL, AS WELL AS ON THE BOTTOM AND SIDES OF THE SAND FILTER EXCAVATION. THE UNDERDRAIN PIPE THROUGH THE SAND FILTER (A CONTINUATION OF THE UNDERDRAIN BENEATH THE BIOSWALE) SHALL BE 4" DIA. SLOTTED PVC PIPE. THE SLOTS SHALL BE 1.065" LONG X 0.032" WIDE, SPACED AT 0.413"O/C. THE UNDERDRAIN WITHIN THE SAND FILTER SHALL NOT BE ENCASED IN A FILTER SOCK. FOR NOTES REGARDING CONSTRUCTION PRACTICES AND OTHER GENERAL REQUIREMENTS PERTAINING TO THE SAND FILTER, SEE CoFC STD. DETAIL D-55. 4/15/2021 Line Over Text