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HomeMy WebLinkAboutFORT COLLINS JEEP - PDP - PDP170013 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSREVISIONS DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 Know what'sbelow. Call before you dig. R INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ____________________________________ _____________ CITY ENGINEER DATE CHECKED BY: __________________________________ ______________ WATER & WASTE WATER UTILITY DATE CHECKED BY: __________________________________ ______________ STORMWATER UTILITY DATE CHECKED BY: __________________________________ _____________ PARKS & RECREATION DATE CHECKED BY: __________________________________ _____________ TRAFFIC ENGINEER DATE CHECKED BY: __________________________________ _____________ ENVIRONMENTAL PLANNER DATE VICINITY MAP NO SCALE OWNER/DEVELOPER: COMMERCIAL BUILDING SERVICES 7561 S. GRANT STREET, SUITE A-4 LITTLETON, COLORADO 80122 PHONE: (303) 730-3001 CONTACT: STEVE MOORE ENGINEER / PLAN PREPARER: PARAGON ENGINEERING CONSULTANTS, INC. 7852 S. ELATI STREET, SUITE 106 LITTLETON, COLORADO 80120 PHONE: (303) 794-8604 FAX: (303) 795-3072 CONTACT: TROY DENNING, P.E. CONTACTS: CIVIL ENGINEER'S STATEMENT I, TROY W. DENNING, BEING A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF COLORADO, HEREBY ATTEST THAT ALL GRADING, UTILITY AND DRAINAGE IMPROVEMENTS IDENTIFIED ON THESE UTILITY PLANS HAVE BEEN DESIGNATED AND ENGINEERED IN CONFORMANCE WITH ALL CITY OF FORT COLLINS PUBLIC WORKS CONSTRUCTION STANDARDS. . . TROY W. DENNING P.E. 34200 DATE PARAGON ENGINEERING CONSULTANTS, INC. FORT COLLINS JEEP DEALERSHIP SITE LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMAR, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BERTHOUD WATER AND SEWER NOTES: 1. ALL WATER MATERIALS, CONSTRUCTION, AND TESTING SHALL MEET THE REQUIREMENTS OF DENVER WATER STANDARDS AND SPECIFICATIONS AND THE BERTHOUD FIRE PROTECTION DISTRICT SPECIFICATIONS. 2. FIRE HYDRANT SPECIFICATIONS: A. ALL FIRE HYDRANTS WILL BE A24015 MUELLER IMPROVED. A423 AWWA MUELLER CENTURION, OR APPROVED EQUAL. B. ALL HYDRANTS WILL HAVE A FIVE AND ONE-QUARTER (5-1/4) INCH OR LARGER VALVE OPENING, TWO (2) TWO AND ONE-HALF (2-1/2) INCH HOSE NOZZLES, ONE (1) PUMPER NOZZLE AND SIX (6) INCH OR LARGER MECHANICAL JOINT INLET. C. ALL NOZZLES SHALL HAVE NATIONAL STANDARD THREADS. D. THE HYDRANT SHALL BE OF TRAFFIC HAZARD TYPE WITH SAFETY FEATURES WHICH WILL PREVENT BARREL BREAKAGE. E. SPECIFICATIONS FOR THE OPERATING NUT AND STUBS AND CUPS SHALL BE ONE (1) INCH SQUARE OR PENTAGON AND OPEN RIGHT. 3. WATER SERVICE LINE SPECIFICATIONS: A. CORPORATION STOPS SHALL HAVE INLET THREADED CC TYPE, OUTLET COPPER COMPRESSION OR FLARE, NO SOLDERING WILL BE ALLOWED. B. SERVICE SADDLES SHALL BE “O” RING GASKET, DOUBLE BAND, OR HINGE PIN CC THREAD, ¾ INCH - 2 INCH COPPER. C. CURB STOP STYLE SHALL BE COMPRESSION OR FLARED COPPER BOTH ENDS, MINNEAPOLIS PATTERN VALVE-THREADS AROUND TO ALLOW MINNEAPOLIS STYLE CURB BOX. D. CURB BOX SHALL HAVE MINNEAPOLIS BASE EXTENSION TYPE CURB BOXES, CAST IRON LID AND BASE WITH BRASS PENTAGON HEAD PLUG USING A 1 ½ INCH UPPER SECTION. 4. ALL WATER VALVES SHALL OPEN LEFT. 5. THE MINIMUM COVER OVER THE WATER LINE IS 5 FEET AND THE MAXIMUM COVER IS 6 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE TOWN. 6. PRIOR TO INSTALLATION OF WATER MAINS, ROAD/DRIVE CONSTRUCTION MUST HAVE PROGRESSED TO AT LEAST THE “SUB-GRADE” STATE. SUB-GRADE IS DEFINED AS AN ELEVATION OF NO MORE THAN SEVEN (7) INCHES BELOW THE FINISHED STREET GRADE. ALL VALVE BOXES AND FIRE HYDRANTS WILL BE ADJUSTED TO THE FINAL FINISHED GRADE BY THE CONTRACTOR. 7. BEFORE ANY TAPS ARE MADE FROM MAINS, APPLICATIONS FOR THE TAPS MUST BE RECEIVED AND APPROVED BY THE TOWN. 8. TRACER WIRE SHALL BE USED FOR ALL NON-METALLIC WATER MAINS. TRACER WIRE SHALL BE BROUGHT UP TO TEST STATIONS AT ALL FIRE HYDRANTS. 9. PVC WATER MAINS SHALL BE C900 CLASS 150. 10. ALL WATER SERVICES SHALL BE TYPE K COPPER. 11. CONTRACTOR TO CONTACT BUILDING DEPARTMENT PRIOR TO INSTALLATION OF METER SETTER. 12. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF DENVER “SANITARY SEWER CONSTRUCTION STANDARDS” AND WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY AUTHORIZED TOWN OF BERTHOUD PERSONNEL. 13. NEW SEWER MAINS SHALL BE PVC SDR-35 PIPE AND IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. 14. THE CONTRACTOR SHALL FURNISH THE ENGINEER “AS-CONSTRUCTED” LOCATIONS OF INSTALLED FACILITIES AND THIS IN TURN SHALL BE SUBMITTED TO THE TOWN OF BERTHOUD ON “AS-BUILT” PLANS, PREPARED BY THE ENGINEER. 15. A PRECONSTRUCTION MEETING SHALL BE HELD BETWEEN THE CONTRACTOR AND THE TOWN OF BERTHOUD PRIOR TO ANY WATER AND/OR SANITARY SEWER CONSTRUCTION. 16. THE CONTRACTOR SHALL CONSTRUCT THE SEWER SERVICES TO THE BACK OF THE SANITARY EASEMENT AND SHALL MARK THE LOCATION OF THE END OF THE SERVICE WITH A 4”X4” WOOD POST EXTENDING FROM THE SANITARY SEWER SERVICE TO 2 FEET ABOVE THE FINISHED GRADE. 17. THE CONTRACTOR SHALL CAMERA AND VIDEO ALL NEW SANITARY MAINS PRIOR TO THE TOWN'S FINAL ACCEPTANCE. 30.2-121 SANITARY SEWER: ALL RESIDENTIAL, COMMERCIAL AND INDUSTRIAL USES WHICH HAVE HUMAN OCCUPANCY SHALL HAVE SANITARY SEWER. THE SANITARY SEWER SYSTEM SHALL BE CONNECTED TO AN EXISTING PUBLIC SANITARY SEWER SYSTEM AND SHALL CONSIST OF A CLOSED SYSTEM OF SANITARY SEWER MAINS AND LATERAL BRANCH CONNECTIONS TO EACH STRUCTURE OR LOT UPON WHICH A STRUCTURE IS TO BE BUILT. SANITARY SEWER LINES ARE TO BE OF SUFFICIENT SIZE AND DESIGN TO COLLECT ALL SEWAGE FROM ALL PROPOSED OR PORTABLE STRUCTURES WITHIN THE SUBDIVISION OR DEVELOPMENT. ALL SANITARY SEWER SYSTEM DESIGN AND CONSTRUCTION MUST CONFORM TO CITY OF DENVER SEWER DESIGN AND CONSTRUCTION STANDARDS AS AMENDED. 30.2-122 POTABLE WATER: ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL USES WHICH HAVE HUMAN OCCUPANCY, SHALL HAVE POTABLE WATER SERVED BY THE TOWN OR APPROPRIATE WATER DISTRICT. THE WATER SYSTEM SHALL BE OF SUFFICIENT SIZE AND DESIGN TO SUPPLY POTABLE WATER TO EACH STRUCTURE OR LOT UPON WHICH A STRUCTURE IS TO BE BUILT. ALL POTABLE WATER SYSTEM DESIGN AND CONSTRUCTION MUST CONFORM TO DENVER WATER ENGINEERING DESIGN AND CONSTRUCTION STANDARDS AS AMENDED. REVISIONS MEDIAN CURB (ASPHALT) WEST HARMONY ROAD SOUTH MASON STREET (60' R.O.W.) (R.O.W. WIDTH VARIES) TRAFFIC LIGHT POLE 2-STORY METAL BUILDING W/ ADD-ONS APPROX. 30,766 S.F. FINISHED FLOOR = 5045.9 TRANSFORMER LOT 1 PEDERSON AUTO PLAZA SUBDIVISION (ASPHALT) TRANSFORT BUS STOP BACK OF CURB BUS ROAD CITY OF FORT COLLINS REC. NO. 20120033213 5040 5042 5044 5042 5042 5042 5046 5044 5044 5050 5046 5048 5046 5042 5044 5040 5044 5042 5044 5046 5046 5046 5046 5048 5046 5046 5046 SS SS S S S S S S W W W W W W W W W W S S S S S S S S S S "BUS STOP" TRAFFIC LIGHT POLE TO REMAIN INLET GRATE 2-STORY METAL BUILDING W/ ADD-ONS APPROX. 30,766 S.F. FINISHED FLOOR = 5045.9 EX. TRANSFORMER LOT 1 PEDERSON AUTO PLAZA SUBDIVISION BACK OF CURB BUS ROAD CITY OF FORT COLLINS REC. NO. 20120033213 SS SS S S S S S S W W W W W W W W W W S S S S S S S S S S S S W W W W W W W W W W W W W SS SS SS X X X X X X X X X X X X X X X X X X X X X X X SS SS SS 0+00 1+00 2+00 3+00 4+00 5+00 5+40 PC: 4+75.87 PT: 5+14.49 STA: 3+00.00 / 9.10' (R) ELEV: 5039.86 FL STA: 3+50.00 / 9.02' (R) ELEV: 5039.53 FL STA: 4+00.00 / 8.95' (R) ELEV: 5039.22 FL STA: 4+60.57 / 8.86' (R) ELEV: 5038.43 FL STA: 4+74.12 / 8.84' (R) ELEV: 5038.69 FL STA: 5+26.91 / 1.96' (R) ELEV: 5039.61 FL STA: 2+50.00 / 9.17' (R) ELEV: 5040.25 FL STA: 2+00.00 / 9.24' (R) ELEV: 5040.46 FL STA: 1+50.00 / 9.31' (R) ELEV: 5040.71 FL STA: 1+08.80 / 9.37' (R) ELEV: 5040.96 FL STA: 0+83.38 / 11.41' (R) STA: 0+55.37 / 11.45' (R) ELEV: 5041.09 FL ELEV: 5041.30 FL STA: 0+30.79 / 9.48' (R) ELEV: 5041.23 FL STA: 0+10.19 / 9.51' (R) ELEV: 5041.50 FL SOUTH MASON STREET 60' EXISTING R.O.W. 72' PROPOSED R.O.W. 9' 5' 10' S01°08'02"W 475.87' S89°38'10"W 25.35' R=25.00' L=38.62' N 1434399.13 Δ=88°30'10" E 3117026.84 N 1433898.69 E 3116967.24 WEST HARMONY ROAD 11' DRIVE LANE 8' BIKE LANE 8' PARKING LANE 8' TURN LANE S MASON STREET DESIGN CONTROL PROFILE PROFILE 5035 5040 5035 SS SS SS 0+00 1+00 2+00 3+00 4+00 5+00 5+40 PC: 4+75.87 PT: 5+14.49 STA: 3+00.00 / 9.10' (R) ELEV: 5039.86 FL STA: 3+50.00 / 9.02' (R) ELEV: 5039.53 FL STA: 4+00.00 / 8.95' (R) ELEV: 5039.22 FL STA: 4+60.57 / 8.86' (R) ELEV: 5038.43 FL STA: 4+74.12 / 8.84' (R) ELEV: 5038.69 FL STA: 5+26.91 / 1.96' (R) ELEV: 5039.61 FL STA: 2+50.00 / 9.17' (R) ELEV: 5040.25 FL STA: 2+00.00 / 9.24' (R) ELEV: 5040.46 FL STA: 1+50.00 / 9.31' (R) ELEV: 5040.71 FL STA: 1+08.80 / 9.37' (R) ELEV: 5040.96 FL STA: 0+83.38 / 11.41' (R) ELEV: 5041.09 FL STA: 0+55.37 / 11.45' (R) ELEV: 5041.30 FL STA: 0+30.79 / 9.48' (R) ELEV: 5041.23 FL STA: 0+10.19 / 9.51' (R) ELEV: 5041.50 FL SOUTH MASON STREET 60' EXISTING R.O.W. 72' PROPOSED R.O.W. 9' 5' 10' S01°08'02"W 475.87' S89°38'10"W 25.35' R=25.00' L=38.62' N 1434399.13 Δ=88°30'10" E 3117026.84 N 1433898.69 E 3116967.24 WEST HARMONY ROAD STA: 0+69.37 / 11.43' (R) ELEV: 5041.08 FL SL-1 SL-2 SL-3 SL-4 X X X WEST HARMONY ROAD SOUTH MASON STREET (60' R.O.W.) (R.O.W. WIDTH VARIES) 6' 11' 21' 15' REMOVE EXISTING TREE RELOCATE "BUS STOP" SIGN REMOVE EXISTING TREE R10' R25' SS SS S S S S S S S S S W W W W W W W W W W W W W W W S S S S S S S S S W W W W W REMOVE AND RELOCATE STREET LIGHT EXISTING BUS STOP RELOCATE TO WEST SIDE OF ENTRANCE CONCRETE SIDEWALK 0+00 1+00 1+53 RELOCATED BUS STOP (SEE DETAIL BELOW) STA: 0+12.47 / 2.00' (L) ELEV: 5046.17 STA: 0+16.34 / 2.73' (L) ELEV: 5046.14 STA: 0+45.35 / 12.26' (L) ELEV: 5045.95 STA: 0+50.03 / 13.01' (L) ELEV: 5045.92 STA: 0+95.53 / 13.00' (L) ELEV: 5044.94 STA: 0+99.64 / 12.43' (L) ELEV: 5044.82 STA: 1+22.96 / 5.79' (L) ELEV: 5044.15 STA: 1+32.00 / 7.65' (L) ELEV: 5044.28 STA: 1+41.07 / 26.43' (L) ELEV: 5044.23 N 1433890.51 N89°53'01"W 280.33' S73°53'58"W 12.50' N89°53'00"W 91.54' N1°05'37"E 224.10' N89°58'15"W 5.00' N1°05'37"E 81.29' Δ=28°33'29" R=150.50' L=75.01' CHORD B: N12°44'40"W CHORD D: 74.24' Δ=20°00'08" R=99.50' L=34.74' CHORD B: N17°01'11"W CHORD D: 34.56' N1°05'37"E 70.00' S89°48'40"E 435.54' S1°03'05"W 462.10' S43°16'52"W 20.21' N88°54'23"W 5.00' N01°05'37"E 50.00' N89°53'00"W 2,649.99' (BASIS OF BEARINGS) SOUTH 1 4 CORNER SECTION 35 T.7N., R. 69 W, 6TH P.M. FOUND 3 1 4" ALUMINUM CAP STAMPED "PLS 5028" POINT OF COMMENCEMENT SE 1 4 CORNER SECTION 35 T.7N., R. 69 W, 6TH P.M. FOUND 2 1 2" ALUMINUM CAP IN RANGE BOX STAMPED "PLS 17497" 967.13' POINT OF BEGINNING SOUTH MASON STREET (60' R.O.W.) WEST HARMONY ROAD (R.O.W. WIDTH VARIES) CITY OF FORT COLLINS REC. NO. 20120033213 LOT 1 PEDERSON AUTO PLAZA SUBDIVISION REC.NO. 20120033213 LOT 1 TOTAL SITE AREA: 195,092 SQ. FT. ~ 4.479 ACRES NET AREA: 189,385 SQ. FT. ~ 4.348 ACRES 15' U.E. S01°03'05"W 463.83' S45°30'58"W 18.55' 11.42' 15' U.E. R.O.W. DEDICATED BY THIS PLAT 5,707 SQ. FT ~ 0.131 ACRES 60' EXISTING 5' PERMANENT UTILITY ESMT. REC. NO. 20120033214 RIGHT-OF-WAY UTILITY EASEMENT FOUND REBAR W/ CAP STAMPED PLS 14823 FOUND ILLEGIBLE ORANGE CAP ON REBAR FOUND 1" BRASS TAG IN WALK STAMPED PLS 14222 SET NO. 5 REBAR W/ YELLOW PLASTIC CAP STAMPED "PLS 20142" OR 1" BRASS TAG STAMPED "PLS 20142" SET IN CONCRETE SECTION CORNER PROPOSED R.O.W. SECTION LINE PROPERTY LINE PROPOSED EASEMENT LEGEND R.O.W. U.E. EXISTING EASEMENT Feet 0 30 60 LOCATED IN THE SOUTHEAST 1 4 OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF FORT COLLINS, LARIMER COUNTY, STATE OF COLORADO SHEET OF 2 FORT COLLINS JEEP FINAL PLAT SHEET OF 2 PREPARED BY: PARAGON ENGINEERING CONSULTANTS, INC. 7852 S. ELATI STREET, SUITE 106 LITTLETON, COLORADO 80120 303-794-8604 DATE OF PREPARATION: 03/15/2017 2 2 E 3116595.07 N 1433895.00 E 3116747.70 1.96% 5045 5044 5046 REVISIONS DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 Know what'sbelow. Call before you dig. R FORT COLLINS JEEP DEALERSHIP BUS STOP PLAN TWD 3/13/2017 1" = 20' JLC 16-018 C-7 A SUBMITTED TO FTC 03/15/2017 Feet 0 20 40 INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION STREET VARIES CONCRETE BUS PAD - ATTACHED 10" MIN. 2" 11'-0" 2'-0" 6" THICK CURB ASPHALT A A BOW 50'-0" MIN. FLOW LINE SECTION A-A FL * * BUS BAY BUS STOP DETAIL 2'-0" 6" 12'-0" OR LANE WIDTH 10'-0" MIN. 10'-0" 2'-0" DO NOT CONSTRUCT IN WHEEL LANE 15' R EXISTING SIDEWALK 1/2" PRE-FORMED SEALED EXPANSION JOINT MATERIAL CONTRACTION JOINT BOC LIP FL 15' R JOINTS 10'-0" (TYP) EXISTING 2'-0" GUTTER THE LOCAL ENTITY TRANSIT AUTHORITY SHALL SPECIFY THIS LENGTH. CONCRETE NOTE: 1. LENGTH OF BUS PAD VARIES AS DIRECTED BY THE LOCAL ENTITY. 2. ALL PADS SHALL BE A MINIMUM OF 10" THICK CONCRETE. 1/2" EXPANSION JOINT MATERIAL (TYP) ATTACHED SIDEWALK LIP (WIDTH VARIES) FL TOC 6'-0" 6'-0" BUS STOP CANOPY W/ CONCRETE PAD CONCRETE SIDEWALK PROPOSED SIDEWALK BUS STOP CANOPY W/ CONCRETE PAD REVISIONS DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 Know what'sbelow. Call before you dig. R INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ____________________________________ _____________ CITY ENGINEER DATE CHECKED BY: __________________________________ ______________ WATER & WASTE WATER UTILITY DATE CHECKED BY: __________________________________ ______________ STORMWATER UTILITY DATE CHECKED BY: __________________________________ _____________ PARKS & RECREATION DATE CHECKED BY: __________________________________ _____________ TRAFFIC ENGINEER DATE CHECKED BY: __________________________________ _____________ ENVIRONMENTAL PLANNER DATE SL-5 SL-6 10' PROPOSED R.O.W. EXIST. R.O.W. PROPOSED R.O.W. EXIST. R.O.W. 15' U.E. CONC. SIDEWALK 0+12 5030 5040 5050 5060 5030 5040 5050 5060 -40 -30 -20 -10 0 10 20 30 40 SECTION DATA 0+69 5030 5040 5050 5060 5030 5040 5050 5060 -40 -30 -20 -10 0 10 20 30 40 SECTION DATA 2+00 5030 5040 5050 5060 5030 5040 5050 5060 -40 -30 -20 -10 0 10 20 30 40 SECTION DATA 3+00 5020 5030 5040 5050 5060 5020 5030 5040 5050 5060 -40 -30 -20 -10 0 10 20 30 40 SECTION DATA 4+00 5020 5030 5040 5050 5060 5020 5030 5040 5050 5060 -40 -30 -20 -10 0 10 20 30 40 SECTION DATA 4+76 5020 5030 5040 5050 5060 5020 5030 5040 5050 5060 -40 -30 -20 -10 0 10 20 30 40 SECTION DATA 5041.80 5041.73 5041.79 5042.54 5041.97 5043.51 5043.52 5044.11 5044.17 5041.56 5041.48 5041.39 5041.73 5041.14 5043.78 5041.48 5044.34 5041.98 5040.93 5040.85 5040.76 5041.81 5041.02 5044.21 5042.20 5044.44 5043.72 5040.33 5040.25 5040.16 5041.19 5040.46 5043.53 5041.60 5043.80 5043.19 5039.70 5039.61 5039.53 5039.53 5039.78 5039.86 5040.69 5040.97 5041.35 5041.85 5038.90 5038.89 5038.83 5039.13 5038.78 5039.87 5039.16 5040.37 5039.97 EXIST. LIP OF PAN R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. EXIST. LIP OF PAN EXIST. LIP OF PAN EXIST. LIP OF PAN EXIST. LIP OF PAN EXIST. LIP OF PAN R.O.W. -0.93% -0.85% -0.91% -0.84% -0.85% -2.00% -2.00% -2.00% -2.00% -3.03% -2.03% FL=5041.48 FL=5041.08 FL=5040.46 FL=5039.86 FL=5039.22 FL=5038.61 CONC. SIDEWALK CONC. SIDEWALK CONC. SIDEWALK / ADA RAMP CONC. SIDEWALK CONC. SIDEWALK 4:1 4:1 4:1 4:1 ASP. PAVING -2.00% -2.00% -2.00% -2.00% 7.51' 7.43' 7.24' 7.09' 6.95' 4.98' REVISIONS DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ____________________________________ _____________ CITY ENGINEER DATE CHECKED BY: __________________________________ ______________ WATER & WASTE WATER UTILITY DATE CHECKED BY: __________________________________ ______________ STORMWATER UTILITY DATE CHECKED BY: __________________________________ _____________ PARKS & RECREATION DATE CHECKED BY: __________________________________ _____________ TRAFFIC ENGINEER DATE CHECKED BY: __________________________________ _____________ ENVIRONMENTAL PLANNER DATE Know what'sbelow. Call before you dig. R FORT COLLINS JEEP DEALERSHIP MASON STREET CROSS SECTIONS TWD 3/13/2017 1" = 20' WLB 16-018 C-6 A SUBMITTED TO FTC 03/15/2017 Feet 0 20 40 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028). BENCHMARK: CITY OF FORT COLLINS BENCHMARK NO. 15-94 AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35. 5040 0+00 1+00 2+00 3+00 4+00 5+00 5+40 5041.75 5041.75 5041.45 5041.45 5041.31 5041.31 5041.02 5041.02 5040.76 5040.76 5040.56 5040.56 5040.16 5040.16 5039.84 5039.84 5039.53 5039.53 5038.90 5038.90 5039.08 5039.08 5039.73 5039.73 STORM SEWER INLET EXISTING GRADE AT EXISTING LIP OF GUTTER PROPOSED GRADE AT PROPOSED LIP OF GUTTER -1.52% -0.43% -0.28% -0.61% -0.49% -0.41% -0.83% -0.64% -0.62% -0.62% -1.58% -0.69% SCALE: HORIZONTAL 1"=20' VERTICAL 1"= 2' STATION=4+17.60 EL = 5039.28 STATION=4+61.12 EL = 5038.59 STATION=3+32.48 EL = 5039.80 STATION=3+09.40 EL = 5039.95 STATION=2+62.35 EL = 5040.34 STATION=2+48.54 EL = 5040.42 STATION=2+05.12 EL = 5040.60 STATION=1+55.40 EL = 5040.84 STATION=1+05.31 EL = 5041.15 STATION=0+61.74 EL = 5041.27 STATION=0+32.86 EL = 5041.39 STATION=0+10.19 EL = 5041.67 REVISIONS DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 Know what'sbelow. Call before you dig. R FORT COLLINS JEEP DEALERSHIP MASON STREET WIDENING PLAN --- 3/13/2017 --- --- 16-018 C-5 A SUBMITTED TO FTC 03/15/2017 Feet 0 20 40 INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION REVISIONS DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 Know what'sbelow. Call before you dig. R INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ____________________________________ _____________ CITY ENGINEER DATE CHECKED BY: __________________________________ ______________ WATER & WASTE WATER UTILITY DATE CHECKED BY: __________________________________ ______________ STORMWATER UTILITY DATE CHECKED BY: __________________________________ _____________ PARKS & RECREATION DATE CHECKED BY: __________________________________ _____________ TRAFFIC ENGINEER DATE CHECKED BY: __________________________________ _____________ ENVIRONMENTAL PLANNER DATE BIKE RACK (4) EXIST. WATER METER TO BE RECYCLED EXIST. FIRE HYDRANT TO BE RELOCATED RELOCATED FIRE HYDRANT EX. SEWER SERVICE TO BE ABANDONED IN PLACE EX. 10" AC WATER OIL AND SAND INTERCEPTOR CLEAN-OUT CLEAN-OUT 8" GV 5 LF~8" DIP 8" X 6" TEE 163 LF ~ 6" DIP 6" - 90° BEND FIRELINE 251 LF ~ 6" PVC W W W W S S S S S S S S S S S S S M S S S S S S S S EX. STREET LIGHT TO BE RELOCATED 57.9' MEDIAN CURB (ASPHALT) WEST HARMONY ROAD SOUTH MASON STREET (60' R.O.W.) (R.O.W. WIDTH VARIES) COMMS TEL. (ASPHALT PARKING LOT) (ASPHALT PARKING LOT) (ASPHALT PARKING LOT) TRANSFORT BUS STOP EX. 8" WATER EX. 8" SANITARY EX. STORM INLET TO BE RELOCATED CLEAN-OUT 163 LF ~ 6" DIP 100 LF ~ 6" PVC CORP STOP CURB STOP 15 LF~TYPE 'K' COPPER 6" GV 6" GV 1-1/2" METER 19 LF ~ 6" DIP 71 LF ~ 6" PVC 100 LF ~ 6" PVC 100 LF ~ 6" PVC 6" SWIVEL TEE 6" PLUG W/ TB 30 LF ~ 6" DIP SEWER SERVICE TO BE ABANDONED AT MANHOLE RELOCATE EX. SIGN 6" SEWER SERVICE 6" SEWER SERVICE 115 LF ~ 6" PVC Feet 0 30 60 FORT COLLINS JEEP DEALERSHIP OVERALL UTILITY PLAN TWD 03/15/2017 1" = 30' JLC 16-018 C-4 A SUBMITTED TO FTC 03/15/2017 REVISIONS DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 Know what'sbelow. Call before you dig. R INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ____________________________________ _____________ CITY ENGINEER DATE CHECKED BY: __________________________________ ______________ WATER & WASTE WATER UTILITY DATE CHECKED BY: __________________________________ ______________ STORMWATER UTILITY DATE CHECKED BY: __________________________________ _____________ PARKS & RECREATION DATE CHECKED BY: __________________________________ _____________ TRAFFIC ENGINEER DATE CHECKED BY: __________________________________ _____________ ENVIRONMENTAL PLANNER DATE PROPERTY LINE LOT / TRACT LINE LEGEND: S S W W EXISTING SANITARY LINE W/ MH EXISTING STORM LINE W/ MH EXISTING WATER LINE EXISTING STORM AREA INLET EXISTING FIRE HYDRANT EXISTING WATER VALVE D Y H EXISTING STORM TYPE 'R' INLET RIGHT-OF-WAY E E EXISTING ELECTRIC LINE G G EXISTING GAS LINE X X EXISTING FENCE LINE 5530 PROPOSED CONTOUR 5530 EXISTING CONTOUR S S PROPOSED SANITARY SEWER W/ MH PROPOSED STREET SIGN PROPOSED STORM SEWER W/ MH W W PROPOSED WATER LINE PROPOSED FIRE HYDRANT CTV EXISTING CATV LINE CENTERLINE R.O.W. EXISTING ASPHALT PROPOSED EASEMENT LINE EXISTING EASEMENT LINE PROPOSED WATER VALVE PROPOSED WATER FITTINGS 4 5 PROPOSED TYPE 'R' INLET PROPOSED FLARED END SECTION EXISTING RIGHT-OF-WAY PROPOSED STREET LIGHT D S PROPOSED TRAIL COM COM EXISTING COMMUNICATION LINE PROPOSED LANDSCAPE PROPOSED ASPHALT PROPOSED CONCRETE S S W W W W W W W W W W W W W S S SS SS X X X X X X X X X X X X X X X X X X X X X X X 5045 5042 5043 5044 5046 5045 5043 5044 5045 5044 5045 5046 5040 5041 2.42% 2.13% 2.32% 0.40% 2.00% 3.40% 0.48% 0.49% 1.18% 1.90% 1.03% 3.35% 0.50% 0.49% 1.47% 1.20% 1.84% 0.50% 0.60% 1.25% 0.50% SSA 30' X 60' VT 131 LF SF RRB LOC CWA SM SF SF SF SF LOC LOC LOC 76 LF SF 271 LF SF SF SF SF SF SF SF SF SF SF SF 340 LF SF SM SM RRB RRB IP RRB RRB SM SM SM SM SM SF SF SF SF SF SF CF 225 LF SM SM SM SM SM 5044.85 FL 5044.30 FL 5044.12 FL 5043.88 FL 5043.95 FL 5044.22 FL 5044.36 FL 5042.64 FL 5043.06 FL 5042.85 FL 5042.47 FL 5041.00 FL 5041.57 FL 5041.24 FL 5041.16 FL 5043.75 FL 5043.71 FL 5044.19 FL 5044.20 FL 5044.24 FL 5043.55 FL 5043.69 FL 5043.84 FL 5043.60 FL 5043.78 FL 5043.85 FL 5044.03 FL 5044.04 FL 5044.71 FL 5045.49 FL 5045.32 FL 5045.16 FL 5043.84 FL 5043.71 FL 5044.22 FL 5044.08 FL 5044.21 FL 5044.22 FL 5044.38 FL 5044.36 FL 5045.17 FL 5045.16 FL 5045.18 FL 5045.34 FL 5045.15 FL 5045.29 FL 5045.17 FL 5045.30 FL 5045.23 FL 5045.32 FL 5045.74 FL 5045.48 FL 5045.51 FL 5045.69 FL 5044.79 FL 5044.56 FL 5044.50 FL 5044.48 FL 5044.29 FL 5044.16 FL 5044.28 FL 5044.42 FL 5044.41 FL 5044.31 FL 5045.90 FL 5045.76 FL 5045.23 FL 5044.88 FL 5044.67 FL 5045.50 FL 5045.42 FL 5045.00 FL 5044.93 FL 5044.91 FL 5045.08 FL 5044.82 FL 5045.17 FL 5045.81 FL 5045.35 FL 5045.30 FL 5045.81 FL 5045.01 FL 5045.37 FL 5044.97 FL 5045.42 FL 5045.89 FL 5045.83 FL 5045.83 FL 5045.90 FL 5045.87 FL 5045.68 FL 5045.81 FL 5045.52 FL 5045.63 FL 5045.60 FL 5045.51 FL 5045.81 FL 5045.81 FL 5046.15 FL 5046.14 FL 5046.03 FL 5045.37 FL 5045.30 FL 5044.99 FL 5045.03 FL 5044.07 FL 5042.75 FL 5042.47 FL 5043.17 FL 5044.39 FL 5044.19 FL 5044.38 FL 5044.69 FL 5044.91 FL 5044.73 FL 5045.77 FL 5045.51 FL 5045.47 FL 5045.13 FL 5045.61 FL 5045.40 FL 5045.57 FL 5044.74 FL 5045.05 FL 5045.06 FL 5044.76 FL 5043.87 FL 5043.56 FL 5043.52 FL 5043.82 FL 5043.38 FL 5043.73 FL 5043.84 FL 5043.75 FL 5043.85 FL 5043.33 FL 5044.70 FL 5044.67 FL 5044.98 FL 5044.51 FL 5043.11 FL 5043.25 FL 5042.27 FL 5042.44 FL 5044.23 FL 5043.74 FL 5043.73 FL 5043.24 FL 5042.34 FL 5041.19 FL 5041.20 FL 5046.19 FG 5046.09 FG 5045.97 FG 5045.89 FG 5046.66 FG 5046.67 FG 5046.48 FG 5046.43 FG 5047.17 FG 5045.40 FL 5044.72 FL 5048.29 FG 5043.93 FG 5046.65 FG 5039.93 FG 5039.24 FG 5046.27 FG 5046.08 FG 5046.93 FG 5046.81 FG 6.10% 2.02% 1.65% 2.00% 5047 5048 5047.64 FG 5047.35 FG 1.84% 5046.50 FG 5046.01 FG EXIST. METAL SHED EXIST. METAL SHED Feet 0 30 60 FORT COLLINS JEEP DEALERSHIP GRADING AND EROSION CONTROL PLAN TWD 3/13/2017 1" = 30' JLC 16-018 C-3 A SUBMITTED TO FTC 03/15/2017 PROPERTY LINE EXISTING LOT/TRACT LINE LEGEND: S W EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN EXISTING STORM MANHOLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING RIGHT-OF-WAY E G EXISTING GAS MAIN X EXISTING FENCE 5530 PROPOSED CONTOUR 5530 EXISTING CONTOUR PROPOSED AREA INLET S PROPOSED SANITARY SEWER PROPOSED SIGN > > PROPOSED C.L. SWALE PROPOSED STORM SEWER W PROPOSED WATER MAIN PROPOSED FIRE HYDRANT CTV EXISTING CATV LINE EXISTING UTILITY RISER EXISTING STREET SIGN x 5537.30 2% PROPOSED SLOPE PROPOSED SPOT ELEVATION PROPOSED 100-YR EGL PROPOSED 100-YR HGL PROPOSED STREET LIGHT EXISTING VEGETATION 2 10 PROPOSED PHASING LINE EXISTING BURIED ELECTRIC LINE EXISTING SANITARY SEWER MH EXISTING ASPHALT PAVEMENT PROPOSED ROADWAY STRIPING PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED LOT NUMBER PROPOSED BLOCK NUMBER PROPOSED DRAINAGE FLOW ARROW COM EXISTING COMMUNICATION LINE PROPOSED CLEANOUT NOTE: THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. REVISIONS DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 Know what'sbelow. Call before you dig. R INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ____________________________________ _____________ CITY ENGINEER DATE CHECKED BY: __________________________________ ______________ WATER & WASTE WATER UTILITY DATE CHECKED BY: __________________________________ ______________ STORMWATER UTILITY DATE CHECKED BY: __________________________________ _____________ PARKS & RECREATION DATE CHECKED BY: __________________________________ _____________ TRAFFIC ENGINEER DATE CHECKED BY: __________________________________ _____________ ENVIRONMENTAL PLANNER DATE SF LIMITS OF CONSTRUCTION SF CD CWA CF IP RRB SCL SM SSA VTC LOC CHECK DAM CONCRETE WASHOUT AREA CONSTRUCTION FENCE INLET PROTECTION REINFORCED ROCK BERM SEDIMENT CONTROL LOG SEEDING AND MULCHING SILT FENCE STABILIZED STAGING AREA VEHICLE TRACKING CONTROL BMP LEGEND BENCHMARK: CITY OF FORT COLLINS BENCHMARK NO. 15-94 AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35. DESIGN: SCALE: DRAWN: PROJECT NO: DATE: SHEET PARAGON ENGINEERING CONSULTANTS, INC. LITTLETON, CO 80120 303-794-8604 7852 SOUTH ELATI STREET, SUITE 106 Know what'sbelow. Call before you dig. R INFORMATION SHOWN IS SUBJECT TO CHANGE. NOT FOR CONSTRUCTION CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL APPROVED: ____________________________________ _____________ CITY ENGINEER DATE CHECKED BY: __________________________________ ______________ WATER & WASTE WATER UTILITY DATE CHECKED BY: __________________________________ ______________ STORMWATER UTILITY DATE CHECKED BY: __________________________________ _____________ PARKS & RECREATION DATE CHECKED BY: __________________________________ _____________ TRAFFIC ENGINEER DATE CHECKED BY: __________________________________ _____________ ENVIRONMENTAL PLANNER DATE FORT COLLINS JEEP DEALERSHIP CONSTRUCTION NOTES TWD 3/13/2017 1" = 30' JLC 16-018 C-2 A SUBMITTED TO FTC 03/15/2017 1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2. ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OF THEIR 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. 3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. 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 IS 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 STORMWATER DEPARTMENT. 5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 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 DRAINAGEWAY. 7. 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 30 DAYS SHALL BE SEEDED AND MULCHED. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. STANDARD EROSION AND SEDIMENT CONTROL NOTES: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST ONE-QUARTER AND CONSIDERING THE SOUTH LINE OF SAID SOUTHEAST ONE-QUARTER TO BEAR N89°53'00”W; THENCE N89°53'00”W, ALONG SAID SOUTH LINE, A DISTANCE OF 967.13 FEET; THENCE N1°05'37”E A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF WEST HARMONY ROAD; THENCE ALONG THE EASTERLY LINE OF THAT PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20120033213 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND RECORDER, THE FOLLOWING SEVEN (7) COURSES: 1. N1°05'37”E A DISTANCE OF 224.10 FEET; 2. N89°58'15”W A DISTANCE OF 5.00 FEET; 3. N1°05'37”E A DISTANCE OF 81.29 FEET; 4. N88°54'23”W A DISTANCE OF 5.00 FEET TO A POINT OF NON-TANGENT CURVE; 5. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 28°33'29”, A RADIUS OF 150.50 FEET, AN ARC LENGTH OF 75.01 FEET AND A CHORD NEARING AND DISTANCE OF N12°44'40”W, 74.24 FEET TO A POINT OF REVERSE CURVE; 6. NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 20°00'08”, A RADIUS OF 99.50 FEET, AN ARC LENGTH OF 34.74 FEET AND A CHORD NEARING AND DISTANCE OF N17°01'11”W, 34.56 FEET; 7. N1°05'37”E A DISTANCE OF 70.00 FEET TO THE SOUTH LINE OF LOT 1, PEDERSON AUTO PLAZA SUBDIVISION; THENCE S89°48'40”E, ALONG SAID SOUTH LINE, A DISTANCE OF 435.54 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF SOUTH MASON STREET; THENCE S1°03'05”W, ALONG SAID WESTERLY LINE, A DISTANCE OF 462.10 FEET TO THE NORTHWESTERLY LINE OF THAT PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20100010805 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND RECORDER; THENCE S43°16'52”W, ALONG SAID NORTHWESTERLY LINE, A DISTANCE OF 20.21 FEET TO THE NORTH LINE OF THAT PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20100015829 OF THE RECORDS OF SAID LARIMER COUNTY CLERK AND RECORDER AND SAID NORTHERLY RIGHT-OF-WAY LINE OF WEST HARMONY ROAD; THENCE ALONG SAID LINE THE FOLLOWING THREE (3) COURSES: 1. N89°53'01”W A DISTANCE OF 280.33 FEET; 2. S73°53'58”W A DISTANCE OF 12.50 FEET; 3. N89°53'00”W A DISTANCE OF 91.54 FEET TO THE POINT OF BEGINNING. CONTAINING 195,092 SQUARE FEET OR 4.479 ACRES OF LAND, MORE OR LESS. BENCHMARK: CITY OF FORT COLLINS BENCHMARK NO. 15-94 AN ALLOY CAP LOCATED ON THE RIM OF AN ELECTRIC MANHOLE ON THE NORTH SIDE OF HARMONY ROAD, APPROXIMATELY 50' EAST OF THE SOUTH 1/4 CORNER OF SECTION 35. I 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 DESIGNS, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. UTILITY PLANS FOR THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BE 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. GENERAL CONSTRUCTION NOTES: 1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 4. ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6. [IF APPLICABLE -- INCLUDE LANGUAGE FOR ANY MODIFICATIONS AND CONDITIONS APPROVED WITH PDP/ODP]. 7. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 8. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 9. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 10. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 11. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 12. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS’ ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. AND, IF APPLICABLE: 13. THE PROPERTY OWNER FOR EACH RESIDENTIAL LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL STREET SIDEWALKS ADJACENT TO EACH RESIDENTIAL LOT. 14. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 15. 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 DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 16. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 17. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. EXISTING UTILITIES SHOWN ON THESE IMPROVEMENT PLANS ARE APPROXIMATE ONLY. THEY HAVE BEEN LOCATED FROM FIELD SURVEYS AND UTILITY RECORDS. THE CONTRACTOR SHALL CONTACT ALL RESPECTIVE UTILITY COMPANIES TO HAVE ALL UTILITIES FIELD LOCATED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING UTILITIES ENCOUNTERED, AND SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ALL UTILITIES DAMAGED DURING CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL EXISTING STRUCTURES AND UTILITIES SHOWN ON THESE IMPROVEMENT PLANS, TO ASCERTAIN WHETHER ANY STRUCTURES AND UTILITIES MAY EXIST, AND TO REPAIR OR REPLACE ANY STRUCTURES AND UTILITIES THAT MIGHT BE DAMAGED. IF ANY UNKNOWN SUBSURFACE STRUCTURES OR UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER WHOSE NAME APPEARS ON THESE PLANS. FORT COLLINS JEEP DEALERSHIP COVER SHEET TWD 03/15/2017 N/A JLC 16-018 C-1 A SUBMITTED TO FTC 03/15/2017 EXISTING UTILITIES DISCLAIMER : SHEET INDEX Sheet Number Sheet Title C-1 COVER SHEET C-2 CONSTRUCTION NOTES C-3 GRADING AND EROSION CONTROL PLAN C-4 OVERALL UTILITY PLAN C-5 MASON STREET WIDENING PLAN C-6 MASON STREET CROSS SECTIONS C-7 BUS STOP PLAN 2 PLAT BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS THE SOUTH LINE OF THE SOUTHEAST ONE-QUARTER OF SECTION 35, T.7N, R.69W, 6TH P.M., CONSIDERED TO HAVE A BEARING OF N89°53'00”W BETWEEN THE SOUTHEAST SECTION CORNER (A 2-1/2” ALUMINUM CAP FOUND IN RANGE BOX, PLS 17497) AND THE SOUTH ONE-QUARTER CORNER (A 3-1/4” ALUMINUM CAP FOUND IN RANGE BOX, PLS 5028).