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Home My WebLink About210 S Bryan Ave - Site Plans/Accessory or Secondary Building - 10/02/2020X 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 EV EV EV EV W W EV E G EVF G W FV S S S EV SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W EV EV E G EVF G W FV S S UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G SS SS SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS S W W W W W W W W W W W W W W W W W W W W W W W W T T 10'x7.5' CONCRETE TRASH AREA BEHIND CURBCUT. USE SAME CONCRETE SPECIFICATIONS AS SIDEWALK WITH SIDEWALK RAMP ON BOTH SIDES. USE DRIVEAWY THICKNESS AS SEEN IN STANDARD SIDEWALK DEAIL 1601 ON SHEET D1 R139.00 R3.00 PROPOSED 4.5' WALK PROPOSED 6' WALK CONNECT TO EXISTING SIDEWALK PROPOSED ACCESS RAMPS PROPOSED 45° BEND. CONNECT PROPOSED WATER SERVICE TO EX. WATER SERVICE. PROPOSED RESTROOM R3.00 PROPOSED 18 L.F. 6" DEEP, 3' WIDE COBBLE COVERED U-CHANNEL WITH IRONAGE DESIGNS DECORATIVE GRATE. SEE DETAILS 6' TRANSITIONS FROM TRICKLE PAN TO 6" DEEP U-CHANNEL WITH ACCESS RAMP PROPOSED 5' WALK PERIMETER SAWCUT EDGE OF WALK Existing Manhole INV. IN=5036.15 (W) INV. IN=5035.55 (SW) INV. OUT=5035.35 (NE) FG=5042.80 CLEANOUT, SEE MEP'S PLANS FOR BLDG CONNECTION DETAILS INV. OUT=5040.92 (E) FG=5045.42 Cleanout A w/ 45° BEND INV. IN=5038.60 (W) INV. OUT=5038.60 (NE) FG=5044.27 Existing Cleanout INSTALL 45° BEND INV. IN=5037.42 (SW)± INV. OUT=5037.42 (E)± FG=5044.16 EX. 63.64 LF PVC @ 2.00% ± SIZE OF SERVICE UNKNOWN SEE NOTE 14 77.37 LF 4" PVC @ 3.00% 23.52 LF 4" PVC @ 5.00% EX. 20.44 LF 8" PVC @ -0.50% ± EX. 19.06 LF 8" PVC @ 0.50% ± R3.00 R3.00 TAPER C&G TRANSITION DOWN TO ZERO HEIGHT AT TIE-IN TO EXISTING PAN PROPOSED 24 L.F. 6" DEEP, 2' WIDE U-CHANNEL. SEE DETAILS PROPOSED PARKING ISLAND, 37 L.F. 30" VERTICAL CURB & GUTTER. SEE DETAILS PROPOSED HANDICAP PARKING SIGNS & STRIPING SEE HANDICAP PARKING DETAIL ASPHALT SAWCUT LINE 22 L.F. TREE PROTECTION AREA: REDUCE TO 3' WIDE WALK TRASH AREA R61.00 HYDROVAC EXCAVATE TRENCH 6" ALONG OUTER EDGE OF NEW ATTACHED SIDEWALK 30"-48" TRENCH WIDTH WRAP TREE TRUNKS PROTECT EX. IRRIGATION STAY WITHIN LIMITS OF EX. CONCRETE WATER SERVICE DRAIN DOWN PIT RE: MEP EXISTING STOP SIGN AND LIGHT POLE PROPOSED 45° BEND. PROPOSED 45° BEND. PROPOSED 11.25° BEND. DEFLECT WATER BELOW SANITARY SEWER SERVICE MAINTAIN 18" VERTICAL CLEARANCE T.O.P = 5037.82 MAXIMUM N:130268.73 E:187086.68 N:130272.90 E:187065.97 N:130279.74 E:187063.42 PROPOSED 45° BEND. N:130276.74 E:187063.42 N:130295.94 E:187152.90 N:130316.69 E:187150.03 N:130312.22 E:187169.89 N:130298.75 E:187075.58 N:130299.10 E:187132.36 PROPOSED 4.5' WALK PROPOSED NO PARKING STRIPING 6.1'X15.4' FOR FIRE HYDRANT PROPOSED 17 L.F. 6" DEEP, 2' WIDE COBBLE SWALE SEE LANDSCAPE PLANS FOR DETAILS WITH GEOTEXTILE FABRIC PROPOSED 55 L.F. 2' WIDE CONCRETE PAN HYDROVAC EXCAVATE TRENCH 6" ALONG OUTER EDGE OF NEW ATTACHED SIDEWALK PROPOSED 16 L.F. 5 FT. WIDE THICKENED EDGE SIDEWALK LANDSCAPE 6" CONCRETE EDGER. SEE LANDSCAPE PLANS FOR DETAILS. R27.50 PROPOSED 5' WALK R3.00 R3.00 R8.00 R3.00 LANDSCAPE 6" CONCRETE EDGER. SEE LANDSCAPE PLANS FOR DETAILS. PROPOSED 'NO PARKING ANYTIME' SIGN WITH APPROPRIATE ARROWS PROPOSED 'NO PARKING ANYTIME' SIGN WITH APPROPRIATE ARROWS R1.00 3 1 W W W W SS SS SS SS C.O. C.O. C.O. D.D. 8.0' MIN. PARKING WIDTH (TYPICAL) 31.4' 6.1' 9.49 8.0 8.0 8.0 8.0 8.5 11.5 18.00 2 2- 4.75" RISERS 2 - 6" RISERS 3.00 LF 2" HDPE R10.00 S00°00'00"E 4.61 LF 2" HDPE S33°37'10"E 21.12 LF 2" HDPE S78°37'10"E 54.85 LF 2" HDPE N56°22'50"E 24.93 LF 2" HDPE N45°08'50"E 18.89 LF 2" HDPE N00°08'50"E Sheet CITY PARK RESTROOM Ft. Collins: 301 N Howes St, STE 100, 80521 Greeley: 820 8th Street, 80631 970.221.4158 northernengineering.com E NGINEER ING N O R T H E RN 215 North Mason Street Fort Collins, CO 80522 City of Fort Collins Park Planning & Development S1 4 of 8 SITE AND UTILITY PLAN EXISTING WATER MAIN PROPOSED WATER SERVICE LEGEND: NOTES: W W W G G G FO FO FO UGE UGE UGE UGE EXISTING STORM SEWER ST ST ST EXISTING ELECTRIC EXISTING FIBER OPTIC PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS SS SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPERTY BOUNDARY/RIGHT-OF-WAY UD UD UD EXISTING WATER MANHOLE PROPOSED STORMLINE LIMITS OF CONSTRUCTION EASEMENT LINE 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS. 3. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 4. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 5. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 6. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5 FEET AND MAXIMUM COVER SHALL BE 5.0 FEET. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9. LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT. 10. ANY DAMAGED CURB, GUTTER, AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE CONTRACTOR'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 11. UNLESS SPECIFIED, ALL EXISTING TREES SHALL BE PRESERVED AND PROTECTED. PLEASE SEE LANDSCAPE SHEETS L1.1-l1.3 TREE PRESERVATION NOTES AND TREE PRESERVATION PLAN. 12. ALL WATER SERVICES TO BE HDPE UNLESS OTHERWISE SPECIFIED. 13. ALL SANITARY SEWER SERVICES TO BE PVC SDR 35. 14. THE BEST AVAILABLE INFORMATION INDICATES THE EXISTING SANITARY SEWER SERVICE IS 3 IN. CLAY PIPE. THE MINIMUM SERVICE SIZE FOR THE NEW RESTROOM IS 4 IN. TO REDUCE THE IMPACT TO SURROUNDING TREES IT IS RECOMMENDED THE EXISTING SERVICE IS UPSIZED TO 4 IN. USING A PIPE BURSTING METHOD OF REPLACEMENT. THE SURVEYED SIZE OF THE PIPE AT THE MANHOLE WAS APPROXIMATED TO BE 4 IN. SO IT IS POSSIBLE THE SERVICE IS DOWNSIZED TO 3 IN. AT THE EXISTING RESTROOM. EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING CURB STOP EXISTING YARD HYDRANT W W EX. SANITARY SEWER MANHOLE EX. STORM SEWER MANHOLE EX. STORM SEWER INLET PR. SANITARY SEWER CLEANOUT PR. STORM SEWER MANHOLE PR. STORM SEWER INLET S D EXISTING STREET LIGHT EX. UTILITY POLE WITH LIGHT EXISTING ELECTRIC VAULT EXISTING CABLE PEDESTAL EXISTING FIBER OPTIC VAULT EXISTING FIBER OPTIC PULL BOX EXISTING TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING FIBER OPTIC PEDESTAL EX. FIBER OPTIC WARNING SIGN EX. UTILITY POLE U E E EV EX. UNIDENTIFIED PULL BOX FV F F EXISTING GAS METER EXISTING GAS VALVE EXISTING GAS WARNING SIGN G G EX. IRRIGATION VALVE EXISTING WATER FOUNTAIN NORTH ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP NTS S1 W W W SS SS SS PR. DUMPSTER AREA T EXISTING TREE C.O. EXISTING GAS PR. HYDROVAC EXCAVATION (SEE DETAILS) NOTES: GRADE FROM LANDSCAPE COBBLE AT DOWNSPOUT TO SIDEWALK CHASE. 5" WIDE SIDEWALK CHASE WITH DECORATIVE GRATE. ABT POLYDRAIN-SHALLOW 4" OR APPROVED EQUIVALENT. SEE UTILITY DETAILS. GRADE FROM SIDEWALK CHASE TO EDGE OF PAN. 1 2 3