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Home My WebLink AboutLOFTS AT TIMBERLINE - FDP200007 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLOT 1, TIMBERLINE CENTER, FOURTH FILING CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R CIVIL ENGINEER OWNER CONTACT INFORMATION LOCATED IN THE EAST HALF OF SECTION 19, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6th P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO UTILITY PLAN FOR CERTIFICATION STATEMENT: Omnia Cum Deo, LLC PO Box 270038 Fort Collins, CO 80527 T: (970) 686-7700 Ditesco Keith Meyer, P.E. 2133 S. Timberline Road, Suite 110 Fort Collins, Colorado 80525 (970) 690-1889 BENCHMARKS Coordinate Control VERTICAL DATUM: HORIZONTAL DATUM: SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Cover.February dwg 04, 10:2020 19 AM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET C001 1 COVER SHEET NTS SURVEYOR Northern Engineering 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 DISCLAIMER STATEMENT: City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Cover.February dwg 04, 10:2020 19 AM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET C002 2 GENERAL NOTES NTS City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility B. Street Improvement Notes C. Traffic Signing and Pavement Marking Construction Notes D. Storm Drainage Notes E. Utility Notes Note: GENERAL NOTES (City of Fort Collins) City of Fort Collins Mapping Datum A. Grading and Erosion Control Notes SEE SHEET C001 FOR VERTICAL AND HORIZONTAL DATUMS AND NOTES. CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G TF 1 2 3 4 A B C D E F G H I 5 6 7 8 9 10 F ire Riser DW Entry LS Backflow C.8 C.1 C.9 D.9 E.8 J Possible Entry Point Possible Entry Point Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Possible Entry Point X X X X X X X X X X X X X X X X X II I I II II I II I I III T T T T T T T T T 1 2 3 4 A B C D E F G H I 5 6 7 8 9 10 F ire Riser DW Entry LS Backflow C.8 C.1 C.9 D.9 E.8 J Possible Entry Point Possible Entry Point Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Possible Entry Point X X X X X X X X X X X X X X X X X II I I II III I I I III I II C Gas Irrigation Control D S MW C CC CC Building Point Table POINT # 100 101 102 103 104 105 106 107 108 109 DESCRIPTION BUILDING CORNER BUILDING CORNER BUILDING CORNER BUILDING CORNER BUILDING CORNER BUILDING CORNER BUILDING CORNER BUILDING CORNER BUILDING CORNER BUILDING CORNER NORTHING 121495.9755 121496.7763 121401.8680 121404.3200 121269.0063 121268.1978 121342.6857 121341.4610 121321.1295 121320.7409 EASTING 204672.6725 204733.0838 204734.3418 204919.3256 204921.7026 204860.7080 204859.3039 204735.4759 204735.7454 204674.9953 Property Corner Point Table POINT # 200 201 202 203 204 205 206 207 208 209 210 DESCRIPTION PROPERTY CORNER 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' X X X X X X X X X X X X X X X X X I I II II III I I I III I II 8'' W 8'' W C Gas Irrigation Control D MW C CC CC MW W V 100 C302 SILT FENCE CURB INLET PROTECTION CONSTRUCTION SEQUENCE SF SF IP 101 C302 VTC 102 C302 VEHICLE CONTROL TRACKING PAD 103 C302 104 ROCK SOCK PROTECTION C302 GS SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Lofts-Erosion Monday, Control January Details.13, dwg 6:2020 49 AM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility C302 8 EROSION CONTROL DETAILS NTS 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' X X X X X X X X X X X X X X X X X I I II II III I I I III I II C Gas Irrigation Control D MW C CC CC MW W V W V TF 1 2 3 4 A B C D E F G H I 5 6 7 8 9 10 F ire Riser DW Entry LS Backflow C.8 C.1 C.9 D.9 E.8 J Possible Entry Point Possible Entry Point Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Possible Entry Point CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV TF 1 2 3 4 5 6 7 CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G X X X X X X X X X X X X X X X X X X X II I II I I I II II II I II I II I II I C Gas Irrigation Control D Electric Vault 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 8'' 8'' 6'' 6'' EXIST STMH A INLET A1 326 C703 4934 1 2 3 4 5 6 7 Overhead Door Overhead Door Overhead Door Overhead Door CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS Irrigation Control D S MW 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6'' 6'' 6'' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' EXIST STMH B INLET B1 325 C703 4936 4938 4940 4942 4944 4946 4948 4950 4952 F G H I Fire Riser DW Entry LS Backflow E.8 Overhead Door Overhead Door Overhead Door Overhead Door CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W MW C CC CC MW W V M D D 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' F 6'' F 3'' W 3'' W 6'' 6'' 6'' 6'' 6'' 6'' A B C D E F G Fire Riser C.8 C.1 C.9 D.9 E.8 Possible Entry Point Possible Entry Point CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G Overhead Door Overhead Door Overhead Door Possible Entry Point CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS T 17' 16.2' 3' PAN PROVIDE OPENING IN MASONRY TO ALLOW DRAINAGE TO EXIT TRASH ENCLOSURE SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Lofts-Tuesday, Site Details.February dwg 04, 3:2020 28 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET C701 16 SITE DETAILS NTS 300 C701 OUTFALL VERTICAL CURB & GUTTER PAVING SECTION RAMP DETAIL PLAN ISOMETRIC PLAN ISOMETRIC 2% MAX. 12:1 MAX. 12:1 MAX. RAMP NOTES: INFLOW VERTICAL CURB & GUTTER RAMP DETAIL RAMP DETAIL 1'-5" 6" 1/2" 1'-6" 6" 1 1/2" 4 1/2" 6" 12" 6" 1" 2"R 1 1/2"R SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Lofts-Tuesday, Site Details.February dwg 04, 3:2020 28 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET C702 17 SITE DETAILS NTS 312 HANDICAP PARKING REQUIREMENTS SIDEWALK DETAIL C702 313 C702 314 ASPHALT PAVEMENT JOINT C702 315 CLEANOUT DETAIL C702 316 WATER MAIN BEDDING REQUIREMENTS C702 317 STANDARD CONCRETE THRUST BLOCKS C702 318 FIRE HYDRANT INSTALLATION C702 319 TRENCH DETAIL C702 SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Lofts-Tuesday, Site Details.February dwg 04, 3:2020 28 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET C703 18 SITE DETAILS NTS 320 STANDARD SETTING FOR 1 1/2" & 2" WATER METER C703 321 C703 322 STORMWATER BEDDING REQUIREMENTS C703 323 STORMWATER BEDDING REQUIREMENTS C703 324 STANDARD MANHOLE C703 325 AREA INLET C703 TYPE 13 INLET 326 C703 STANDARD SETTING FOR 1 1/2" & 2" WATER METER STONE STONE STONE SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Lofts-Tuesday, Site Details.February dwg 04, 3:2020 28 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET C704 19 SITE DETAILS NTS 327 SERVICE WYE DETAIL C704 PAVER SECTION WITH UNDERDRAIN 1. CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING STORMWATER ITEMS: a. COMPACTION OF SUBGRADE b. INSTALLATION OF GEOTEXTILE FABRIC c. INSTALLATION OF UNDERDRAIN d. PLACEMENT AND COMPACTION OF SUB - BASE MATERIAL e. INSTALLATION OF EDGE RESTRAINT (S) f. PLACEMENT OF COMPACTION OF BASE MATERIAL g. PLACEMENT OF SETTING BED h. PLACEMENT OF UNIT PAVERS i. PLACEMENT AND SWEEPING OF JOINT FILLER 2. EDGE RESTRAINTS AND CURBS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR OR THE EARTHWORK CONTRACTOR PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC AND SUB-BASE. 3. INSTALLATION OF PERMEABLE INTERLOCKING CONCRETE PAVEMENT (PICP) SYSTEM SHALL FOLLOW THE GUIDELINES OF ICPI TECH SPEC NO.18 AND FULL ICPI SPECIFICATIONS. WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. QUALIFIED CONTRACTOR SHALL MEAN AN ICPI 'CERTIFIED PAVER INSTALLER' HOLDING A CURRENT PICP SPECIALIST DESIGNATION. 4. GENERAL CONTRACTOR SHALL CONVENE A PRE-CONSTRUCTION MEETING TO ENSURE THAT ALL SUBCONTRACTORS HAVE AN UNDERSTANDING OF HOW THE PICP SYSTEM IS INTENDED TO FUNCTION. CONTRACTOR SHOULD DISCUSS THE PROPOSED SEQUENCE OF CONSTRUCTION AND IDENTIFY ACTIVITIES THAT MAY REQUIRE PROTECTION OF THE PERMEABLE PAVEMENT SYSTEM. 5. EXCAVATION OF SUBGRADE SHALL NOT COMMENCE UNTIL AFTER THE PRE-CONSTRUCTION MEETING. THE GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PREPARATION AND PROVIDE APPLICABLE TESTING AND REPORTING. 6. THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18-INCHES OF OVERLAP ON ALL SIDE OF THE TEAR. 7. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND SEDIMENT - LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE COVERING AREAS OF THE PAVEMENT, 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 8'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' X X X X X X X X X X X X X X X X X I I II II III I I I III I II C Gas Irrigation Control D MW C CC CC MW W V W V W V W V W V W V W V W V W V W V W M D D D D D D M W V W C S Irrigation Control T C Electric Vault Electric Vault Irrigation Control Irrigation Control Irrigation Control CC Gas Electric T T C C H Y D D D D D D H Y D Electric Vault 1 2 3 4 A B C D E F G H I 5 6 7 8 9 10 F ire Riser DW Entry LS Backflow C.8 C.1 C.9 D.9 E.8 J Possible Entry Point Possible Entry Point Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Possible Entry Point TF LOT 4 TIMBERLINE CENTER LOT 6 TIMBERLINE CENTER LOT 7 TIMBERLINE CENTER Joseph Allen Drive Bear Mountain Drive 10 9 17 10B 17 9B 9A STORM DRAIN B (SEE SHEET C602) STORM DRAIN C (SEE SHEET C603) STORM DRAIN D (SEE SHEET C605) STORM DRAIN A (SEE SHEET C601) CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Drainage.February dwg 04, 3:2020 32 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' C801 20 DEVELOPED DRAINAGE EXHIBIT 1" = 20' LEGEND: NOTES: A FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION 9B BASIN ID OLD AREA NEW AREA DELTA 9 1.43 AC 1.88 AC +0.45 10 0.75 AC 0.42 AC -0.33 17 1.80 AC 1.67 AC -0.13 PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS, AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE. 8. ALL CUT PAVERS USED MUST BE AT LEAST 40% OF THEIR FULL, UNCUT SIZE. 9. THE CONTRACTOR SHOULD CONSIDER PLACING THE WEARING COURSE AFTER FINE GRADING AND LANDSCAPING IN ADJACENT AREAS IS COMPLETE. IF THE WEARING COURSE BECOMES CLOGGED DUE TO CONSTRUCTION ACTIVITIES, CLEAN THE SURFACE WITH A VACUUM MACHINE TO RESTORE THE INFILTRATION RATE AFTER CONSTRUCTION IS COMPLETE. 10. BASE BID PAVERS SHALL BE BY ENGINEER. DEFAULT LAYING PATTERN SHALL BE 45° HERRINGBONE WITH UNCUT SOLDIER COURSE ALONG THE ENTIRE PERIMETER. CONFIRM PAVER TYPE, COLOR, AND PATTERN WITH OWNER PRIOR TO PURCHASING. 11. CONTRACTOR SHALL PROVIDE A 2% TO 3% OVERSTOCK OF UNCUT PAVERS TO THE OWNER FOR USE IN FUTURE REPAIRS AND REPLACEMENT. 327 PERMEABLE PAVER C704 328 RAINGARDEN - SECTION A-A C704 329 FLAT TOP MANHOLE C704 1'-6" 6" 1 1/2" 4 1/2" 6" 12" 6" 1" 2"R 1 1/2"R 3'-0" PAN DETAIL AT PERMEABLE PAVERS 4" 95% STD PROCTOR RECYCLED CONCRETE SITE CONCRETE NOTES: 1. ALL RAMPS TO INCLUDE EAST JORDAN IRONWORKS TRUNCATED DOMES OR APPROVED EQUAL. 2. ALL SITEWORK / CONCRETE TO BE CDOT CLASS B FLATWORK. 301 C701 302 C701 303 C701 304 C701 305 C701 306 C701 309 STAIR CONNECTION DETAIL C701 307 BOLLARD DETAIL C701 4'-0" MIN. 2'-6" 6" MIN. TOP OF CONCRETE FINISH GRADE 6" SCHEDULE 40 GALVANIZED STEEL PIPE. FILL WITH CONCRETE PAINT URETHANE OSHA YELLOW, 2 COATS 12" DIA. MIN. 308 STAIR CONNECTION DETAIL C701 A C701 A C701 SECTION A-A' 1 1 30" 8" 6" 16.2' PAD 311 TRASH ENCLOSURE C701 STAIR NOTES: 1. STEPS TO BE CAST MONOLITHIC AND BE REINFORCED WITH #4 REBAR @ 12" O.C., E.W. NOMINAL. NO STEP CONCRETE THICKNESS SHALL BE LESS THAN 8". 2. COMPACT ALL SOIL UNDER STEPS AND SIDEWALK TO 95% SPD. 3. HAND RAIL TO BE INSTALLED ON STEPS. T T T T T T T T T T T T T T T T T T T T T T T D D Irrigation Control T C Electric Vault Irrigation Control Irrigation Control Irrigation Control D 6'' 6'' 6'' 6'' 8'' 8'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' EXIST STMH D EXIST INLET D INLET D1 STMH D2 INLET D3 326 C703 326 C703 324 C703 4936 4938 4940 4942 4944 4946 4948 4950 4952 4954 4936 4938 4940 4942 4944 4946 4948 4950 4952 4954 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 14+20 14+30 EXIST STMH D EXIST INLET D INLET D1 DOUBLE TYPE 13 INLET STMH D2 4' Ø MANHOLE INLET D3 DOUBLE TYPE 13 INLET 326 C703 326 C703 NOTE: CONTRACTOR TO POTHOLE ALL UTILITIES PRIOR TO CONSTRUCTION 324 C703 SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Storm.February dwg 04, 1:2020 01 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =10' 10' 0 10' 20' 30' (True scale for 22x34 sheet size) C605 15 STORM DRAIN D PLAN AND PROFILE 1" = 10' PROFILE SCALE: STORM DRAIN D LEGEND: 8'' SS MW W V Irrigation Control Electric Vault H Y D D 8'' W 8'' W 2'' W 2'' W 6'' F 6'' F 6'' CTV G T E S NOTES: G G G G G G 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W T T T T T T T T T T T T T T T T T T T T T T T T T E E E E W V M D D M W V W C S S Electric Vault Irrigation Control Irrigation Control Irrigation Control CC Gas Electric T T C C H Y D 6'' F 6'' F 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 2.5'' W 2.5'' W 2.5'' W 2.5'' W 2.5'' W 2.5'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 8'' EXIST INLET C STMH C1 329 C704 328 C704 A C704 SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Storm.February dwg 04, 1:2020 01 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =10' 10' 0 10' 20' 30' (True scale for 22x34 sheet size) C604 14 ROOF DRAIN AND RAINGARDEN INVERTS 1" = 10' LEGEND: 8'' SS MW W V Irrigation Control Electric Vault H Y D D 8'' W 8'' W 2'' W 2'' W 6'' F 6'' F 6'' CTV G T E S NOTES: 8'' 8'' 8'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 2.5'' W 2.5'' W 2.5'' W 2.5'' W 2.5'' W 2.5'' W 2.5'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W EXIST INLET C STMH C1 STMH C3 STMH C2 326 INLET C4 C703 324 C703 324 C703 329 C704 328 C704 4936 4938 4940 4942 4944 4946 4948 4950 4952 4954 4936 4938 4940 4942 4944 4946 4948 4950 4952 4954 13+80 13+70 13+60 13+50 13+40 13+30 13+20 13+10 13+00 12+90 12+80 12+70 12+60 12+50 12+40 12+30 12+20 12+10 12+00 11+90 11+80 11+70 11+60 11+50 EXIST INLET C STMH C1 4' Ø FLAT TOP MANHOLE w/ GRATED COVER STMH C2 4' Ø MANHOLE STMH C3 4' Ø MANHOLE INLET C4 TYPE 13 INLET CONNECT C5 326 C703 324 C703 324 C703 329 C704 NOTE: CONTRACTOR TO POTHOLE ALL UTILITIES PRIOR TO CONSTRUCTION SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Storm.February dwg 04, 1:2020 01 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =10' 10' 0 10' 20' 30' (True scale for 22x34 sheet size) C603 13 STORM DRAIN C PLAN AND PROFILE 1" = 10' PROFILE SCALE: STORM DRAIN C LEGEND: 8'' SS MW W V Irrigation Control Electric Vault H Y D D 8'' W 8'' W 2'' W 2'' W 6'' F 6'' F 6'' CTV G T E S NOTES: 4954 4936 4938 4940 4942 4944 4946 4948 4950 4952 4954 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 EXIST STMH B INLET B1 AREA INLET 325 C703 NOTE: CONTRACTOR TO POTHOLE ALL UTILITIES PRIOR TO CONSTRUCTION SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Storm.February dwg 04, 1:2020 01 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =10' 10' 0 10' 20' 30' (True scale for 22x34 sheet size) C602 12 STORM DRAIN B PLAN AND PROFILE 1" = 10' PROFILE SCALE: STORM DRAIN B LEGEND: 8'' SS MW W V Irrigation Control Electric Vault H Y D D 8'' W 8'' W 2'' W 2'' W 6'' F 6'' F 6'' CTV G T E S NOTES: 4936 4938 4940 4942 4944 4946 4948 4950 4952 4954 4934 4936 4938 4940 4942 4944 4946 4948 4950 4952 4954 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 EXIST STMH A INLET A1 DOUBLE TYPE 13 INLET 326 C703 NOTE: CONTRACTOR TO POTHOLE ALL UTILITIES PRIOR TO CONSTRUCTION SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Storm.February dwg 04, 1:2020 01 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =10' 10' 0 10' 20' 30' (True scale for 22x34 sheet size) C601 11 STORM DRAIN A PLAN AND PROFILE 1" = 10' PROFILE SCALE: STORM DRAIN A LEGEND: 8'' SS MW W V Irrigation Control Electric Vault H Y D D 8'' W 8'' W 2'' W 2'' W 6'' F 6'' F 6'' CTV G T E S NOTES: CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS X X X X X X X X X X X X X X X X X I I II II III I I I III I II 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W T T T T T T T T T T T T T T T T T T T T T T E E C Gas Irrigation Control D S MW C CC CC MW W V W V W V W V W V W V W V W V W M D D D D D D M W V W C S S Irrigation Control T C S Electric Vault Electric Vault Irrigation Control Irrigation Control Irrigation Control CC Gas Electric T T C C H Y D D D D D D 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W H Y D 8'' W Electric Vault 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' F 3'' W 8'' 8'' 8'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 8'' 8'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 6'' F 2.5'' W 2.5'' W 2.5'' W 2'' W 2'' W 2'' W Joseph Allen Drive Bear Mountain Drive 1 2 FF = 4947.60 STORM DRAIN A (SEE SHEET C601) STORM DRAIN B (SEE SHEET C602) STORM DRAIN C (SEE SHEET C603) STORM DRAIN D (SEE SHEET C605) SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Utility.February dwg 04, 3:2020 29 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' C501 10 OVERALL UTILITY PLAN 1" = 20' LEGEND: 8'' SS MW W V Irrigation Control Electric Vault H Y D D 8'' W 8'' W 2'' W 2'' W 6'' F 6'' F 6'' CTV G T E S NOTES: 1 UTILITY TAG NOTES: 2 3 4 W V W V W V W V W V W V W M D D D D D D M W V W C S Irrigation Control T C Electric Vault Electric Vault Irrigation Control Irrigation Control Irrigation Control CC Gas Electric T T C C H Y D D D D D D H Y D Electric Vault 1 2 3 4 A B C D E F G H I 5 6 7 8 9 10 F ire Riser DW Entry LS Backflow C.8 C.1 C.9 D.9 E.8 J Possible Entry Point Possible Entry Point Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Possible Entry Point TF LOT 4 TIMBERLINE CENTER LOT 6 TIMBERLINE CENTER LOT 7 TIMBERLINE CENTER Joseph Allen Drive Bear Mountain Drive FFE=4947.600 STORM DRAIN B (SEE SHEET C602) STORM DRAIN C (SEE SHEET C603) STORM DRAIN D (SEE SHEET C605) STORM DRAIN A (SEE SHEET C601) A C704 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Grading.February dwg 04, 12:2020 23 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' C401 9 OVERALL GRADING PLAN 1" = 20' LEGEND: 10'' NOTES: W V W V W V W V W V W V W V W M D D D D D D M W V W C S Irrigation Control T C Electric Vault Electric Vault Irrigation Control Irrigation Control Irrigation Control W CC Gas Electric T T C C H Y D D D D D D H Y D Electric Vault 1 2 3 4 A B C D E F G H I 5 6 7 8 9 10 F ire Riser DW Entry LS Backflow C.8 C.1 C.9 D.9 E.8 J Possible Entry Point Possible Entry Point Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Overhead Door Possible Entry Point TF Joseph Allen Drive Bear Mountain Drive SF VTC IP IP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF STORM DRAIN B (SEE SHEET C602) STORM DRAIN C (SEE SHEET C603) STORM DRAIN D (SEE SHEET C605) STORM DRAIN A (SEE SHEET C601) SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Lofts-Tuesday, Erosion Control.February dwg 04, 12:2020 22 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' C301 7 EROSION CONTROL PLAN 1" = 20' SF SF VTC NOTES: IP GS LEGEND: 10'' PROPERTY CORNER PROPERTY CORNER PROPERTY CORNER PROPERTY CORNER PROPERTY CORNER PROPERTY CORNER PROPERTY CORNER PROPERTY CORNER PROPERTY CORNER PROPERTY CORNER NORTHING 121583.0528 121584.7854 121484.7977 121486.1857 121487.6286 121487.9659 121414.4656 121258.1188 121255.5765 121253.9464 121269.0129 EASTING 204657.8812 204782.9571 204784.5273 204871.3062 204961.5246 204982.6119 204983.8089 204986.3550 204794.6153 204671.6768 204656.4780 Line Table LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 LENGTH 7.07' 16.89' 72.00' 14.54' 4.06' 14.55' 72.00' 16.72' 34.67' 16.18' 72.00' 13.98' 14.00' 72.00' 17.17' 14.96' 5.93' 14.50' 14.47' 36.00' 14.00' 16.15' BEARING S00°03'43.56"W N00°45'34.75"W S89°14'25.25"W S00°45'34.75"E S89°04'28.56"W N00°45'34.75"W S89°14'25.25"W S00°45'34.75"E N56°01'15.30"W N89°14'25.25"E N00°53'58.75"W S89°14'25.25"W N00°45'34.75"W S89°14'25.25"W S00°45'34.75"E S89°14'25.25"W N00°18'55.81"E N00°45'34.75"W S00°45'34.75"E S89°14'25.25"W N00°45'34.75"W S89°14'25.25"W BEGIN LINE N: 121486.80 E: 204966.93 N: 121461.86 E: 204947.16 N: 121478.74 E: 204946.94 N: 121477.79 E: 204874.94 N: 121460.72 E: 204872.67 N: 121463.12 E: 204866.14 N: 121477.67 E: 204865.94 N: 121476.72 E: 204793.95 N: 121457.89 E: 204790.27 N: 121481.84 E: 204762.89 N: 121482.05 E: 204779.07 N: 121554.04 E: 204777.94 N: 121558.79 E: 204758.89 N: 121572.79 E: 204758.71 N: 121571.84 E: 204686.71 N: 121549.61 E: 204682.01 N: 121569.52 E: 204646.78 N: 121496.78 E: 204733.00 N: 121521.62 E: 204723.38 N: 121507.15 E: 204723.57 N: 121506.68 E: 204687.58 N: 121525.61 E: 204682.33 END LINE N: 121479.72 E: 204966.92 N: 121478.74 E: 204946.94 N: 121477.79 E: 204874.94 N: 121463.25 E: 204875.14 N: 121460.65 E: 204868.61 N: 121477.67 E: 204865.94 N: 121476.72 E: 204793.95 N: 121459.99 E: 204794.17 N: 121477.26 E: 204761.52 N: 121482.05 E: 204779.07 N: 121554.04 E: 204777.94 N: 121553.86 E: 204763.96 N: 121572.79 E: 204758.71 N: 121571.84 E: 204686.71 N: 121554.67 E: 204686.94 N: 121549.41 E: 204667.05 N: 121575.44 E: 204646.81 N: 121511.28 E: 204732.81 N: 121507.15 E: 204723.57 N: 121506.68 E: 204687.58 N: 121520.67 E: 204687.39 N: 121525.39 E: 204666.17 Line Table LINE L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 LENGTH 6.33' 2.00' 17.07' 62.86' 54.17' 16.78' 22.45' 19.00' 54.00' 16.23' 10.51' 18.00' 90.00' 11.00' 76.88' 27.00' 14.88' 14.00' 45.00' 16.42' 10.29' 32.76' BEARING S00°06'12.86"W N00°19'27.33"E N89°50'19.75"W N00°09'40.25"E N00°09'40.25"E S89°50'19.75"E S89°14'25.26"W S00°45'34.74"E S89°14'25.26"W N00°45'34.74"W S00°00'00.54"W N00°46'04.95"W S89°14'25.25"W S00°46'04.95"E S89°14'25.25"W S00°45'34.75"E N89°14'25.25"E S00°46'04.95"E N89°14'25.25"E N00°46'04.95"W S00°46'04.95"E S89°17'03.11"W BEGIN LINE N: 121505.47 E: 204646.44 N: 121290.74 E: 204966.25 N: 121294.75 E: 204964.27 N: 121294.80 E: 204947.20 N: 121357.66 E: 204947.38 N: 121411.83 E: 204947.53 N: 121431.73 E: 204946.26 N: 121431.43 E: 204923.81 N: 121412.44 E: 204924.06 N: 121411.72 E: 204870.07 N: 121421.72 E: 204860.12 N: 121310.81 E: 204849.93 N: 121328.81 E: 204849.69 N: 121327.62 E: 204759.70 N: 121311.56 E: 204754.91 N: 121310.54 E: 204678.04 N: 121283.54 E: 204678.40 N: 121278.80 E: 204698.34 N: 121264.80 E: 204698.53 N: 121265.40 E: 204743.53 N: 121274.52 E: 204752.41 N: 121243.96 E: 204732.80 END LINE N: 121499.14 E: 204646.43 N: 121292.74 E: 204966.26 N: 121294.80 E: 204947.20 N: 121357.66 E: 204947.38 N: 121411.83 E: 204947.53 N: 121411.78 E: 204964.30 N: 121431.43 E: 204923.81 N: 121412.44 E: 204924.06 N: 121411.72 E: 204870.07 N: 121427.95 E: 204869.85 N: 121411.21 E: 204860.12 N: 121328.81 E: 204849.69 N: 121327.62 E: 204759.70 N: 121316.62 E: 204759.84 N: 121310.54 E: 204678.04 N: 121283.54 E: 204678.40 N: 121283.74 E: 204693.28 N: 121264.80 E: 204698.53 N: 121265.40 E: 204743.53 N: 121281.81 E: 204743.31 N: 121264.23 E: 204752.54 N: 121243.55 E: 204700.04 Line Table LINE L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61 L62 L63 LENGTH 23.52' 10.19' 16.42' 54.00' 18.00' 6.40' 190.07' 6.04' 3.56' 6.04' 9.86' 7.06' 11.15' 9.86' 7.06' 11.13' 3.71' 2.97' 62.85' BEARING S89°01'31.39"W N00°46'04.95"W S00°46'04.95"E N89°14'25.25"E N00°46'04.95"W S00°09'17.80"W S00°09'17.80"W S33°52'08.31"W N00°33'19.11"E N33°52'08.31"E N89°14'25.26"E S52°13'39.24"E N00°09'40.25"E N89°14'25.26"E S52°13'39.24"E N00°09'40.25"E S89°14'25.26"W N03°18'15.82"E N00°02'11.12"E BEGIN LINE N: 121245.34 E: 204822.39 N: 121264.67 E: 204778.54 N: 121282.40 E: 204787.30 N: 121265.98 E: 204787.52 N: 121266.70 E: 204841.52 N: 121513.32 E: 204652.27 N: 121485.50 E: 204661.12 N: 121289.89 E: 204658.90 N: 121267.57 E: 204656.26 N: 121282.08 E: 204659.69 N: 121276.45 E: 204932.91 N: 121275.53 E: 204945.90 N: 121277.11 E: 204963.58 N: 121281.45 E: 204932.85 N: 121279.48 E: 204948.96 N: 121277.12 E: 204958.58 N: 121411.99 E: 204928.28 N: 121412.88 E: 204940.08 N: 121410.24 E: 204645.97 END LINE N: 121244.94 E: 204798.88 N: 121274.86 E: 204778.40 N: 121265.98 E: 204787.52 N: 121266.70 E: 204841.52 N: 121284.70 E: 204841.28 N: 121506.92 E: 204652.26 N: 121295.43 E: 204660.60 N: 121284.87 E: 204655.54 N: 121271.13 E: 204656.29 N: 121287.10 E: 204663.06 N: 121276.58 E: 204942.77 N: 121271.20 E: 204951.49 N: 121288.26 E: 204963.61 N: 121281.58 E: 204942.71 N: 121275.16 E: 204954.55 N: 121288.26 E: 204958.61 N: 121411.94 E: 204924.57 N: 121415.84 E: 204940.25 N: 121473.09 E: 204646.01 Curve Table CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 DELTA 82°47'56" 96°22'46" 89°52'18" 88°44'12" 124°44'19" 145°15'41" 90°00'00" 90°00'00" 91°04'31" 53°36'38" 126°23'22" 90°00'00" 89°01'38" 90°09'47" 98°17'14" 84°21'24" 117°04'31" 62°09'54" 90°00'30" 89°59'30" 112°01'28" RADIUS 20.00' 2.00' 2.50' 2.50' 2.50' 2.50' 5.00' 5.00' 20.00' 15.00' 2.00' 5.00' 20.00' 2.00' 2.00' 20.00' 3.00' 10.00' 5.00' 5.00' 2.00' LENGTH 28.90' 3.36' 3.92' 3.87' 5.44' 6.34' 7.85' 7.85' 31.79' 14.04' 4.41' 7.85' 31.08' 3.15' 3.43' 29.45' 6.13' 10.85' 7.85' 7.85' 3.91' BEARING S41°27'42"W N48°56'58"W S44°10'34"W N45°07'41"W S61°36'35"W N16°36'35"E N45°45'35"W S44°14'25"W N45°13'19"W N27°33'54"W S62°26'06"W N45°45'35"W S44°43'36"W N44°45'26"W N43°54'41"E N48°34'53"W N59°17'50"W S31°04'57"W S44°14'10"W S45°45'50"E N55°14'39"E CHORD 26.45' 2.98' 3.53' 3.50' 4.43' 4.77' 7.07' 7.07' 28.55' 13.53' 3.57' 7.07' 28.04' 2.83' 3.03' 26.86' 5.12' 10.33' 7.07' 7.07' 3.32' BEGIN CURVE N: 121479.72 E: 204966.92 N: 121459.90 E: 204949.41 N: 121463.25 E: 204875.14 N: 121460.65 E: 204868.61 N: 121459.99 E: 204794.17 N: 121477.26 E: 204761.52 N: 121553.86 E: 204763.96 N: 121554.67 E: 204686.94 N: 121549.41 E: 204667.05 N: 121511.28 E: 204732.81 N: 121523.27 E: 204726.55 N: 121520.67 E: 204687.39 N: 121525.39 E: 204666.17 N: 121292.74 E: 204966.26 N: 121411.78 E: 204964.30 N: 121413.96 E: 204966.40 N: 121427.95 E: 204869.85 N: 121430.56 E: 204865.45 N: 121316.62 E: 204759.84 N: 121283.74 E: 204693.28 N: 121281.81 E: 204743.31 END CURVE N: 121459.90 E: 204949.41 N: 121461.86 E: 204947.16 N: 121460.72 E: 204872.67 N: 121463.12 E: 204866.14 N: 121457.89 E: 204790.27 N: 121481.84 E: 204762.89 N: 121558.79 E: 204758.89 N: 121549.61 E: 204682.01 N: 121569.52 E: 204646.78 N: 121523.27 E: 204726.55 N: 121521.62 E: 204723.38 N: 121525.61 E: 204682.33 N: 121505.47 E: 204646.44 N: 121294.75 E: 204964.27 N: 121413.96 E: 204966.40 N: 121431.73 E: 204946.26 N: 121430.56 E: 204865.45 N: 121421.72 E: 204860.12 N: 121311.56 E: 204754.91 N: 121278.80 E: 204698.34 N: 121283.71 E: 204746.03 Curve Table CURVE C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 DELTA 67°58'32" 90°03'08" 90°12'24" 67°58'32" 112°01'28" 45°21'10" 45°30'27" 33°42'51" 15°39'27" 33°18'49" 33°42'51" 38°31'55" 127°36'41" 38°31'55" 127°36'41" 68°04'27" 86°21'49" 85°56'09" 123°45'16" 27°17'56" RADIUS 10.00' 20.00' 20.00' 10.00' 2.00' 10.00' 20.00' 10.00' 25.00' 20.00' 15.00' 5.00' 7.50' 10.00' 2.50' 13.00' 6.00' 9.00' 9.00' 13.50' LENGTH 11.86' 31.43' 31.49' 11.86' 3.91' 7.92' 15.89' 5.88' 6.83' 11.63' 8.83' 3.36' 16.70' 6.73' 5.57' 15.45' 9.04' 13.50' 19.44' 6.43' BEARING S34°45'21"E S44°15'29"W N45°52'17"W N33°13'11"E S56°46'49"E S22°31'17"E S22°26'38"E S17°00'43"W S26°02'25"W N17°12'44"E N17°00'43"E S71°29'37"E N63°58'01"E S71°29'37"E N63°58'01"E S36°54'49"W S46°03'31"W N46°16'21"E N65°10'54"E S39°17'30"E CHORD 11.18' 28.30' 28.34' 11.18' 3.32' 7.71' 15.47' 5.80' 6.81' 11.47' 8.70' 3.30' 13.46' 6.60' 4.49' 14.55' 8.21' 12.27' 15.87' 6.37' BEGIN CURVE N: 121283.71 E: 204746.03 N: 121264.23 E: 204752.54 N: 121244.94 E: 204798.88 N: 121274.86 E: 204778.40 N: 121284.22 E: 204784.53 N: 121506.92 E: 204652.26 N: 121499.80 E: 204655.21 N: 121295.43 E: 204660.60 N: 121284.87 E: 204655.54 N: 121271.13 E: 204656.29 N: 121287.10 E: 204663.06 N: 121276.58 E: 204942.77 N: 121271.20 E: 204951.49 N: 121281.58 E: 204942.71 N: 121275.16 E: 204954.55 N: 121429.33 E: 204942.93 N: 121417.69 E: 204934.19 N: 121404.40 E: 204931.22 N: 121415.84 E: 204940.25 N: 121422.51 E: 204954.66 END CURVE N: 121274.52 E: 204752.41 N: 121243.96 E: 204732.80 N: 121264.67 E: 204778.54 N: 121284.22 E: 204784.53 N: 121282.40 E: 204787.30 N: 121499.80 E: 204655.21 N: 121485.50 E: 204661.12 N: 121289.89 E: 204658.90 N: 121278.75 E: 204652.55 N: 121282.08 E: 204659.69 N: 121295.42 E: 204665.60 N: 121275.53 E: 204945.90 N: 121277.11 E: 204963.58 N: 121279.48 E: 204948.96 N: 121277.12 E: 204958.58 N: 121417.69 E: 204934.19 N: 121411.99 E: 204928.28 N: 121412.88 E: 204940.08 N: 121422.51 E: 204954.66 N: 121417.58 E: 204958.70 SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Site.February dwg 04, 12:2020 21 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility C202 6 HORIZONTAL CONTROL DATA NTS MW W M D D D D D D M S Irrigation Control T C S Electric Vault Electric Vault Irrigation Control Irrigation Control Irrigation Control CC Gas Electric T T C C H Y D D D D D D H Y D Electric Vault TF Joseph Allen Drive Bear Mountain Drive N89°15'01"E 125.07 S00°53'59"E 100.00 N89°05'01"E 198.11 S00°55'59"E 229.88 S89°14'25"W 314.71 Delta= 91°01'07" R=15.00' L=23.83' Dir= N45°15'01"W Chord= 21.40' N00°15'32"E 314.14 1 A 1 1 1 A A 1 1 1 1 1 1 1 A 311 C701 306 C701 308 C701 301 C701 307 C701 308 C701 328 C704 B B B B B SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Site.February dwg 04, 12:2020 21 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' C201 5 HORIZONTAL CONTROL AND SIGNAGE PLAN 1" = 20' 1 A STRIPING AND SIGNAGE LEGEND: NOTES: LEGEND: B T T T T T T T T T T T T T C Gas Irrigation Control S MW C CC CC MW W V W V W V W V W V W V W V W M M W V W C S S Irrigation Control T C Irrigation Control Irrigation Control Electric Vault Electric Vault Irrigation Control Irrigation Control Irrigation Control CC Gas Electric T T C C H Y D Electric Vault Joseph Allen Drive Bear Mountain Drive 52.00 14.00 22.00 PFA feet Width Track Lock to lock time Steering Angle : 9.50 : 8.50 : 6.0 : 45.0 SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Lofts-PFA Friday, Turning January Exhibit.31, dwg 2:2020 42 PM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' C102 4 PFA TURNING EXHIBIT 1" = 20' G G G G G G G G G G G G G G G G G G G G G G G G G 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS X X X X X X X X X X X X X X X X X II I I II III I I I III I II II III I III III III III I I II I I I I I I I I 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W T T T T T T T T T T T T T T T T T T T T T T E E C Gas Electric Vault Irrigation Control D S S D MW C CC CC MW CC W V W V W V W V W V W V W V W V W V W V W M D D D D D D M W V W C S S Irrigation Control T C Irrigation Control Irrigation Control S Electric Vault Electric Vault Irrigation Control Irrigation Control Irrigation Control W CC Gas Electric T T C C H Y D D D D D D 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W H Y D 8'' W Electric Vault Joseph Allen Drive Bear Mountain Drive LOT 4 TIMBERLINE CENTER LOT 7 TIMBERLINE CENTER LOT 6 TIMBERLINE CENTER 1 5 4 7 7 2 3 8 9 9 10 9 10 9 11 12 12 6 102 103 104 106 107 108 111 112 114 113 115 117 1850 2 7 SURVEY CONTROL POINTS POINT # 101 102 103 104 106 107 108 111 112 113 114 115 117 1850 DESCRIPTION FND LS25372 YPC FND RPC ILLEG FND PLS14823 YPC FND 4REBAR FND 32444 YPC FND PLS14823 BT FND PLS 32444 BT FND PLS14823 YPC FND PLS14823 YPC FND PLS14823 YPC FND PLS14823 YPC FND PLS14823 YPC FND PLS14823 YPC CP BK1 NORTHING 121580.7589 121582.1640 121583.0528 121584.7168 121487.4942 121487.9168 121414.5183 121379.7323 121379.3431 121486.0892 121484.7075 121406.8650 121268.9605 121265.8955 EASTING 204483.3495 204585.8653 204657.8812 204782.9792 204961.5575 204982.5816 204983.7164 204795.1150 204870.7962 204871.2590 204784.4943 204784.0968 204656.5034 204959.8892 ELEVATION 4947.80 4947.33 4947.46 4945.20 4944.88 4944.29 4943.55 4945.75 4944.55 4945.37 4945.27 4945.72 4945.74 4945.34 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SHEET NO. x PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: LOT 1, TIMBERLINE CENTER, FOURTH FILING DATE: NONE February 3, 2020 K. Meyer Drawing Name: D:\Projects\Lofts At Timberline\Dwg\Sheets\Timberline Tuesday, Lofts-Existing.February dwg 04, 10:2020 27 AM By: Rhonda Bunner R. Bunner K. Meyer NOT FOR CONSTRUCTION REVIEW SET City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' C101 3 EXISTING CONDITIONS AND DEMOLITION PLAN 1" = 20' 1 PROTECTION AND REMOVAL TAG: 2 3 4 5 6 7 8 9 10 11 12 FIELD SURVEY BY: NOTES: LEGEND: 8'' W 8'' W 8'' SS MW W V S Irrigation Control Electric Vault H Y D D Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility FEBRUARY, 2020 PROJECT LOCATION VICINITY MAP SHEET INDEX INDEX NO. SHEET NO. DESCRIPTION COVER AND GENERAL NOTES 1 C001 COVER SHEET 2 C002 GENERAL NOTES OVERALL SHEETS 3 C101 EXISTING CONDITIONS AND DEMOLITION PLAN 4 C102 PFA TURNING EXHIBIT HORIZONTAL CONTROL AND SIGNAGE SHEETS 5 C201 HORIZONTAL CONTROL AND SIGNAGE PLAN 6 C202 HORIZONTAL CONTROL DATA EROSION CONTROL SHEETS 7 C301 EROSION CONTROL PLAN 8 C302 EROSION CONTROL DETAILS GRADING SHEETS 9 C401 OVERALL GRADING PLAN UTILTIY SHEETS 10 C501 OVERALL UTILITY PLAN STORM DRAIN PLAN AND PROFILE 11 C601 STORM DRAIN A PLAN AND PROFILE 12 C602 STORM DRAIN B PLAN AND PROFILE 13 C603 STORM DRAIN C PLAN AND PROFILE 14 C604 ROOF DRAIN AND RAINGARDEN INVERTS 15 C605 STORM DRAIN D PLAN AND PROFILE DETAIL SHEETS 16 C701 SITE DETAILS 17 C702 SITE DETAILS 18 C703 SITE DETAILS 19 C704 SITE DETAILS DRAINAGE EXHIBIT SHEETS 20 C801 DEVELOPED DRAINAGE EXHIBIT