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Home My WebLink AboutANGIE LEE PERIODONTICS - PDP - PDP160012 - SUBMITTAL DOCUMENTS - ROUND 1 - PLANSFIN. FLOOR 100' - 0" BRICK, STACKED BOND SMOOTH STUCCO PREFINISHED METAL COPING STUCCO ACCENT JOINT, TYP VERTICAL STUCCO REVEAL, TYP FULL CUTOFF LIGHT FIXTURE ALUMINUM STOREFRONT WINDOW FRAME PREFINISHED METAL COPING 10' - 8" 3' - 3" HOLLOW METAL DOOR & FRAME 114' - 0" 116' - 0" FIN. FLOOR 100' - 0" 120' - 4" 112' - 9" 116' - 0" 10' - 8" STEEL CHANNEL, PAINTED STEEL COLUMN, PAINTED SMOOTH STUCCO PREFINISHED METAL COPING STONE VENEER PRECAST CAP ALUMINUM STOREFRONT WINDOW FRAME VERTICAL WOOD SIDING PREFINISHED METAL FASCIA UTILITY BRICK SMOOTH STUCCO FULL CUTOFF LIGHT FIXTURE STUCCO ACCENT JOINT EXTERIOR FINISH SCHEDULE WOOD SIDING BRICK STONE VENEER STUCCO PRECAST CAPS STOREFRONT GLAZING STEEL & FLASHINGS PREFINISHED METAL COPING CMU GENERAL NOTE: ALL EXTERIOR WALL MOUNTED LIGHTS TO BE FULL CUT-OFF. BROWN BROWN COURSED ASHLAR- MIX GREY & TAN EXTERIOR FINISH SCHEDULE WOOD SIDING BRICK STONE VENEER STUCCO PRECAST CAPS STOREFRONT GLAZING STEEL & FLASHINGS PREFINISHED METAL COPING CMU GENERAL NOTE: ALL EXTERIOR WALL MOUNTED LIGHTS TO BE FULL CUT-OFF. BROWN BROWN COURSED ASHLAR- MIX GREY & TAN TAN MED. GREY SILVER GREY TINTED LIGHT GREY GREY GREY FIN. FLOOR 100' - 0" STEEL COLUMN, PAINTED STEEL CHANNEL, PAINTED PREFINISHED METAL FASCIA BRICK, STACKED BOND PREFINISHED METAL COPING PRECAST CAP STONE VENEER, COURSED ASHLAR PREFINISHED METAL COPING STEEL CHANNEL, PAINTED PREFINISHED METAL FASCIA BIKE RACK BRICK, STACKED BOND HORIZONTAL STUCCO REVEAL SMOOTH STUCCO HORIZONTAL WOOD SIDING ALUMINUM STOREFRONT FRAME AND DOOR FULL CUTOFF LIGHT FIXTURE 120' - 4" 116' - 0" 10' - 8" 3' - 3" STUCCO ACCENT JOINT ALUMINUM STOREFRONT WINDOW FIN. FLOOR 100' - 0" 10' - 8" 3' - 3" PREFINISHED METAL COPING FULL CUTOFF LIGHT FIXTURE BRICK, STACKED BOND ALUMINUM STOREFRONT FRAME AND DOOR This unofficial copy was downloaded on Jul-17-2015 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA This unofficial copy was downloaded on Jul-17-2015 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA ASPEN SUMMIT LLC 03/30/16 U15103 1" = N/A VERTICAL: 1" = N/A HORIZONTAL: ANGIE LEE PERIODONTICS 3/24/2016 2:40:45 PM C:\UNITED CIVIL\DROPBOX\PROJECTS\U15013 - 4803 BOARDWALK OFFICE\CADD\CP\C0.00_COVER.DWG C0.00_COVER KRB SDR C000 7 COVER SHEET UTILITY PLANS FOR ANGIE LEE PERIODONTICS LOT 2, MIRAMONT SELF STORAGE P.U.D. LOCATED IN THE NORTHEAST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO MARCH 2016 THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY 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. 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 DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. KEVIN BRAZELTON, PE #38837 DATE SCALE: 1"=400' CERTIFICATION STATEMENT DISCLAIMER STATEMENT VICINITY MAP OWNER / APPLICANT / DEVELOPER ASPEN SUMMIT, LLC. 1223 RED OAK CT FORT COLLINS, CO 80525 PHONE: 970-999-2332 CONTACT: JESUS MARTIN-ROMAN CIVIL ENGINEER UNITED CIVIL DESIGN GROUP, LLC 1501 ACADEMY CT., STE 203 FORT COLLINS, CO 80524 PHONE: 970-530-4044 CONTACT: KEVIN BRAZELTON PLANNER/LANDSCAPE ARCHITECT RIPLEY DESIGN INC. 419 CANYON AVENUE, SUITE 200 ASPEN SUMMIT LLC 03/30/16 U15103 1" = 30' VERTICAL: 1" = 30' HORIZONTAL: ANGIE LEE PERIODONTICS 3/24/2016 2:40:48 PM C:\UNITED CIVIL\DROPBOX\PROJECTS\U15013 - 4803 BOARDWALK OFFICE\CADD\CP\C0.00_COVER.DWG C0.00_COVER KRB SDR C001 7 GENERAL CONSTRUCTION NOTES TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES (CONTINUED) 12. The developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S standards. All signage and striping shall fall under the requirements of the two year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize windblown sediment. The developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (striping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPS are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the city/county. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: A. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. B. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. C. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the developer shall be responsible for the cleanup and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The storm water volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the city/county or Homeowners Association (HOA). 13. City ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The developer shall implement whatever measures are determined necessary, as directed by the city/county. ASPEN SUMMIT LLC 03/30/16 U15103 1" = 10' VERTICAL: 1" = 10' HORIZONTAL: ANGIE LEE PERIODONTICS NORTH 3/24/2016 2:41:20 PM C:\UNITED CIVIL\DROPBOX\PROJECTS\U15013 - 4803 BOARDWALK OFFICE\CADD\CP\C1.00_EXISTING & REMOVAL PLAN.DWG C1.00_EXISTING & REMOVAL PLAN KRB SDR C100 7 EXISTING INFORMATION & REMOVAL PLAN 0 10' 20' SCALE: 1" = 10' 5' LEGEND NOTES 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 CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. 5. THE EXISTING SANITARY SEWER SERVICE LOCATION IS APPROXIMATE. CONTRACTOR SHALL LOCATE PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. SAWCUT LINE REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK EXISTING WATER EXISTING SANITARY EXISTING OVERHEAD ELECTRIC EXISTING CABLE TV EXISTING ELECTRIC EXISTING STORM SEWER EXISTING GAS REMOVE EXISTING ASPHALT LIMITS OF DISTURBANCE EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT OR SIDEWALK EXISTING RIGHT-OF-WAY LINE EXISTING LOT LINE EXISTING FENCE EXISTING PAVEMENT STRIPING PROPOSED CURB & GUTTER EXISTING EASEMENT REMOVE EXISTING CURB CHECKED BY: CHECKED BY: ASPEN SUMMIT LLC 03/30/16 U15103 1" = 10' VERTICAL: 1" = 10' HORIZONTAL: ANGIE LEE PERIODONTICS NORTH 3/24/2016 2:41:48 PM C:\UNITED CIVIL\DROPBOX\PROJECTS\U15013 - 4803 BOARDWALK OFFICE\CADD\CP\C2.00_HC-PAVEMENT PLAN.DWG C2.00_HC-PAVEMENT PLAN KRB SDR C200 7 HORIZONTAL CONTROL PLAN 0 10' 20' SCALE: 1" = 10' 5' CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting UNITED CIVIL Design Group PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: LEGEND NOTES 1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY. SPECIAL CARE SHALL BE TAKEN IN ORDER TO ENSURE THAT ALL BUILDING IMPROVEMENTS UNLESS OTHERWISE NOTED ON THESE OR THE ARCHITECTURAL PLANS ARE LOCATED ENTIRELY WITHIN EXISTING PROPERTY LINE LIMITS. RD EXISTING BUILDING EXISTING BUILDING 15' DRAINAGE & UTILITY EASEMENT 20' DRAINAGE & UTILITY EASEMENT EAST BOARDWALK DRIVE OAKRIDGE DRIVE PROPOSED BUILDING EXISTING 8" SANITARY SEWER EXISTING 8" WATER LINE EXISTING 12" RCP STORM SEWER EXISTING GAS LINE EXISTING 8" WATER LINE EXISTING 8" WATER LINE EXISTING PROPERTY BOUNDARY (TYP.) EXISTING FIBER OPTIC SERVICE EXISTING UNDERGROUND UTILITIES EXISTING UNDERGROUND UTILITIES FUTURE BUILDING EXISTING 6" SANITARY SEWER SERVICE EXISTING 1" WATER EXISTING 6" FIRE SERVICE AND METER SERVICE BIORETENTION POND EXISTING STORM MH RIM 5000.59 INV. 4996.57 (N) INV. 4996.55 (S) EXISTING FES INV. 4996.26 EXISTING SANITARY MH RIM 4999.68 INV. 4989.74 (W) INV. 4989.68 (E) EXISTING SANITARY MH RIM 45002.15 INV. 4991.35 (N) INV. 4991.29 (E) PROPERTY CORNER N:1433058.38 E:3121663.46 PROPERTY CORNER N:1433063.64 E:3121495.02 PROPERTY CORNER N:1432926.71 E:3121490.74 PROPERTY CORNER RD EXISTING BUILDING EXISTING BUILDING EAST BOARDWALK DRIVE OAKRIDGE DRIVE FUTURE BUILDING PROPOSED BUILDING FFE=5001.50 4.0:1 3.0:1 2.2% 2.2% 3.5% 4.2% 2.0% 2.0% 2.0% 2.7% 10.1% 10.7% 12.2% 9.0% 3.7% 5.8% 3.1% PROPERTY BOUNDARY (TYP.) BIORETENTION POND 20' DRAINAGE EASEMENT 98.28 97.50 1.26 98.34 95.79 0.33 0.45 96.49 94.51 97.40 GRATE 97.00 1.00 HP 3.0% FLUSH CURB 1.32 3.5% 96.67 94.58 EXISTING 12" RCP STORM SEWER PROPOSED ROOF DRAIN PROPOSED POND 6" UNDERDRAIN OUTLET STRUCTURE EXISTING DOWNSPOUT (TYP.) BIORETENTION SAND MEDIA 5' ASPEN SUMMIT LLC 03/30/16 U15103 1" = 10' VERTICAL: 1" = N/A HORIZONTAL: ASPEN SUMMIT LLC 03/30/16 U15103 1" = 10' VERTICAL: 1" = N/A HORIZONTAL: ANGIE LEE PERIODONTICS NORTH 3/24/2016 2:43:44 PM C:\UNITED CIVIL\DROPBOX\PROJECTS\U15013 - 4803 BOARDWALK OFFICE\CADD\CP\C5.00_DRAINAGE PLAN.DWG C5.00_DRAINAGE PLAN KRB SDR C500 7 DRAINAGE PLAN 0 10' 20' SCALE: 1" = 10' 5' CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: LEGEND NOTES 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. 2. VEGETATIVE SWALES AND THE WATERQUALITY POND SHALL BE MAINTAINED BY THE PROPERTY OWNER AND FOLLOW APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN DEVELOPMENT AGREEMENT. LIMITS OF DISTURBANCE EXISTING CURB & GUTTER EXISTING CONCRETE EXISTING BUILDING EXISTING PROPERTY LINE EXISTING LOT LINE EXISTING FENCE EXISTING GRAVEL EXISTING PAVEMENT STRIPING EXISTING WATER EXISTING SANITARY EXISTING OVERHEAD ELECTRIC EXISTING CABLE TV EXISTING ELECTRIC EXISTING STORM SEWER EXISTING GAS BASIN DESIGNATION BASIN AREA (ACRE) 2 - YR RUNOFF COEFF. 100 - YR RUNOFF COEFF. BASIN BOUNDARY DESIGN POINT FLOW DIRECTION EXISTING CONTOUR PROPOSED CONTOUR DRAINAGE SUMMARY PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting UNITED CIVIL Design Group PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: Basin Design Point Area %I C2 C100 Q2 Q100 (acre) (cfs) (cfs) Proposed Basins A1 A1 0.05 13% 0.336 0.420 0.04 0.19 A2 A2 0.21 92% 0.907 1.000 0.53 2.04 A3 A3 0.08 90% 0.950 1.000 0.23 0.83 B1 B1 0.08 90% 0.950 1.000 0.21 0.78 OS1 OS1 0.06 10% 0.315 0.394 0.05 0.20 OS2 OS2 0.06 2% 0.250 0.313 0.03 0.15 OS3 OS3 0.07 54% 0.665 0.831 0.14 0.60 EXISTING BUILDING EXISTING BUILDING EAST BOARDWALK DRIVE OAKRIDGE DRIVE RD OAKRIDGE DRIVE PROPERTY BOUNDARY (TYP.) BIORETENTION POND 20' DRAINAGE A2 EASEMENT 0.03 0.03 A1 0.03 B1 0.03 OS3 OS1 0.03 A3 0.03 OS2 0.03 FUTURE BUILDING PROPOSED BUILDING FFE=5001.50 EXISTING 12" RCP STORM SEWER PROPOSED ROOF DRAIN PROPOSED POND OUTLET STRUCTURE 6" UNDERDRAIN EXISTING DOWNSPOUT (TYP.) BIORETENTION SAND MEDIA ANGIE LEE PERIODONTICS NORTH 3/29/2016 9:39:38 AM C:\UNITED CIVIL\DROPBOX\PROJECTS\U15013 - 4803 BOARDWALK OFFICE\CADD\CP\C4.00_GRADING-EROSION PLAN.DWG C4.00_GRADING-EROSION PLAN KRB SDR C400 7 GRADING & EROSION CONTROL PLAN 0 10' 20' SCALE: 1" = 10' 5' CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: LEGEND NOTES 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. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS OTHERWISE NOTED. 3. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS. 4. NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL PLANS. 5. THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 6. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS REQUIRED UNDER THE BUILDING PAD (A MINIMUM OF 5-FEET) AND UNDER SITE PAVEMENTS (A MINIMUM OF 2-FEET). CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PROVIDED BY EARTH ENGINEERING CONSULTANTS FOR MORE INFORMATION. EXISTING WATER EXISTING SANITARY EXISTING OVERHEAD ELECTRIC EXISTING CABLE TV EXISTING ELECTRIC EXISTING STORM SEWER EXISTING GAS PROPOSED SLOPE 90.30 PROPOSED SPOT ELEVATION FF=FINISHED FLOOR FG=FINISHED GRADE HP=HIGH POINT LP=LOW POINT TC=TOP OF CURB TOW=TOP OF WALL 3.13 EXISTING GRADE SILT FENCE ROCK SOCK EXISTING CONTOUR PROPOSED CONTOUR LIMITS OF DISTURBANCE EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT OR SIDEWALK EXISTING RIGHT-OF-WAY LINE EXISTING LOT LINE EXISTING FENCE EXISTING PAVEMENT STRIPING PROPOSED CONCRETE PAVEMENT OR SIDEWALK PROPOSED CURB & GUTTER PROPOSED BUILDING EXISTING EASEMENT PROPOSED PAVEMENT STRIPING WATTLE DIKE RIPRAP PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting UNITED CIVIL Design Group PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: N:1432921.44 E:3121659.18 EXISTING GAS SERVICE PROPOSED ROOF DRAIN PROPOSED POND OUTLET STRUCTURE 6" UNDERDRAIN PROPOSED TRANSFORMER EXISTING DOWNSPOUT (TYP.) BIORETENTION SAND MEDIA 5' ASPEN SUMMIT LLC 03/30/16 U15103 1" = 10' VERTICAL: 1" = 10' HORIZONTAL: ANGIE LEE PERIODONTICS NORTH 3/29/2016 9:37:39 AM C:\UNITED CIVIL\DROPBOX\PROJECTS\U15013 - 4803 BOARDWALK OFFICE\CADD\CP\C3.00_UTILITY PLAN.DWG C3.00_UTILITY PLAN KRB SDR C300 7 UTILITY PLAN 0 10' 20' SCALE: 1" = 10' 5' CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting UNITED CIVIL Design Group PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: LEGEND NOTES 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 PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3. 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. 4. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING. 5. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 6. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. 8. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC. 10. FIRE SERVICES SHALL BE AWWA C-900 PVC. 1-1/2" AND 2" WATER SERVICES MAY BE EITHER TYPE K COPPER OR SDR 9 HDPE PIPE WITH A PRESSURE RATING OF 200 PSI. 11. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY COMPANY. EXISTING WATER EXISTING SANITARY EXISTING OVERHEAD ELECTRIC EXISTING CABLE TV EXISTING ELECTRIC EXISTING STORM SEWER EXISTING GAS PROPOSED GAS SERVICE PROPOSED FIRE SERVICE PROPOSED WATER SERVICE PROPOSED SANITARY SERVICE LIMITS OF DISTURBANCE EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT OR SIDEWALK EXISTING RIGHT-OF-WAY LINE EXISTING LOT LINE EXISTING FENCE PROPOSED CONCRETE PAVEMENT OR SIDEWALK PROPOSED CURB & GUTTER PROPOSED BUILDING EXISTING EASEMENT EXISTING PAVEMENT STRIPING PROPOSED PAVEMENT STRIPING 2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES, CONCRETE PLAZA DETAILS, LANDSCAPE ROCK AND MULCH, ETC. 4. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS. 5. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE. LIMITS OF DISTURBANCE EXISTING CURB & GUTTER EXISTING CONCRETE PAVEMENT OR SIDEWALK EXISTING RIGHT-OF-WAY LINE EXISTING LOT LINE EXISTING FENCE EXISTING WATER EXISTING SANITARY EXISTING OVERHEAD ELECTRIC EXISTING CABLE TV EXISTING ELECTRIC EXISTING STORM SEWER EXISTING GAS PROPOSED CONCRETE PAVEMENT OR SIDEWALK PROPOSED CURB & GUTTER PROPOSED BUILDING EXISTING EASEMENT EXISTING PAVEMENT STRIPING PROPOSED PAVEMENT STRIPING EXISTING BUILDING EXISTING BUILDING EAST BOARDWALK DRIVE OAKRIDGE DRIVE 9' (TYP.) 17' (TYP.) PROPOSED HANDICAP RAMP TRASH ENCLOSURE (SEE ARCH. PLANS) BUILDING CORNER N:1433051.13 E:3121572.94 BUILDING CORNER N:1433049.37 E:3121645.46 BUILDING CORNER N:1432993.01 E:3121576.17 BUILDING CORNER N:1432980.40 E:3121643.31 9' (TYP.) 17' (TYP.) 9' (TYP.) 17' (TYP.) PROPERTY CORNER N:1433058.38 E:3121663.46 PROPERTY CORNER N:1433063.64 E:3121495.02 PROPERTY CORNER N:1432926.71 E:3121490.74 PROPERTY CORNER N:1432921.44 E:3121659.18 FUTURE BUILDING PROPOSED BUILDING PROPOSED 7' SIDEWALK PROPOSED 4' SIDEWALK 2' CONCRETE PAN PROPOSED HANDICAP RAMP PROPOSED HANDICAP RAMP 17.7' 9.56' 72.05' 71.5' CONCRETE PLAZA AREA APPROXIMATE LOCATION OF FUTURE RAMP AND STAIRS 2' CONCRETE CURB CHASE/RUNDOWN TO BIORETENTION POND 10' PROPOSED 5' SIDEWALK 4' SIDEWALK PROPOSED STEP(S) PROPOSED STEP(S) 3.33' SIDEWALK 4.06' 17.7' 5.24' 24' (2) VAN ACCESSIBLE PARKING STALLS (STRIPING AND SIGNAGE PER DETAILS) FLUSH CURB BIORETENTION POND 20' DRAINAGE EASEMENT (BY SEPARATE DOC.) 5' TEMPORARY CONSTRUCTION EASEMENT (BY SEPARATE DOC.) N88°12'35.00"W 168.52' N1°47'25.00"E 137.00' S88°12'35.00"E 168.52' S1°47'25.00"W 137.00' 15' DRAINAGE & UTILITY EASEMENT 20' DRAINAGE & UTILITY EASEMENT EXISTING 3' CONCRETE PAN PROPERTY BOUNDARY (TYP.) EXISTING SIDEWALK CHASE EXISTING 5'x10' UTILITY EASEMENT LIMITS OF DISTURBANCE PROPOSED STOP SIGN ROOF OVERHANG BIORETENTION SAND MEDIA 5' CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting UNITED CIVIL Design Group PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: LOT 2 MIRAMONT SELF STORAGE P.U.D. EXISTING BUILDING EXISTING BUILDING EAST BOARDWALK DRIVE OAKRIDGE DRIVE REMOVE EXISTING 4.5' SIDEWALK REMOVE EXISTING 4.5' SIDEWALK EXISTING SANITARY SEWER EXISTING 12" RCP STORM SEWER 15' DRAINAGE & UTILITY EASEMENT 20' DRAINAGE & UTILITY EASEMENT EXISTING GAS LINE EXISTING 8" WATER LINE EXISTING PROPERTY BOUNDARY (TYP.) EXISTING FENCE EXISTING FIBER OPTIC SERVICE EXISTING UNDERGROUND UTILITIES EXISTING 8" WATER LINE EXISTING 5' SIDEWALK EXISTING HANDICAP RAMP EXISTING 1" WATER SERVICE AND METER EXISTING UNDERGROUND UTILITIES EXISTING 6" FIRE SERVICE EXISTING SIDEWALK CHASE EXISTING 3' CONCRETE PAN EXISTING DOWNSPOUT (TYP.) EXISTING FENCE EXISTING GAS SERVICE REMOVE EXISTING CONCRETE CURB AND GUTTER (TYP.) EXISTING STORM MH RIM 5000.59 INV. 4996.57 (N) INV. 4996.55 (S) REMOVE EXISTING CONCRETE CURB AND GUTTER (TYP.) EXISTING 8" WATER LINE EXISTING 6" SANITARY SEWER SERVICE (SEE NOTE 5) EXISTING FES INV. 4996.26 EXISTING SANITARY MH RIM 4999.68 INV. 4989.74 (W) INV. 4989.68 (E) EXISTING SANITARY MH RIM 45002.15 INV. 4991.35 (N) INV. 4991.29 (E) PROPERTY CORNER N:1433058.38 E:3121663.46 PROPERTY CORNER N:1433063.64 E:3121495.02 PROPERTY CORNER N:1432926.71 E:3121490.74 PROPERTY CORNER N:1432921.44 E:3121659.18 EXISTING 18" PIPE INV. 4991.90 N88°12'35.00"W 168.52' N1°47'25.00"E 137.00' S88°12'35.00"E 168.52' S1°47'25.00"W 137.00' 16. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas, and/or building sites. CITY OF FORT COLLINS WATERLINE NOTES 1. Water mains shall be DIP with polywrap or PVC with tracer wire. 2. Water mains shall be installed with 4.5 to 5.5 feet of cover unless otherwise approved. 3. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002 GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the local entity. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the local entity engineer. Use of these plans after the expiration date will require a new review and approval process by the local entity prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the local entity, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the local entity engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the local entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards and specifications current at the date of approval of the plans by the local entity engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer shall be responsible for unknown underground utilities. 7. The developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the local entity prior to beginning construction. 10. The developer shall coordinate and cooperate with the local entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is4.5 feet and the maximum is 5.5 fee unless otherwise noted in the plans and approved by the Water Utility. 14. A state construction dewatering wastewater discharge permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of the united states. 15. The developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the storm water management plan, and the erosion control plan. 16. The local entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the storm water utility department. Certification shall be submitted to the storm water utility department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Storm Water Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the development agreement. 18. The local entity including but not limited to City of Fort Collins, South Fort Collins Sanitation District and Fort Collins-Loveland Water District shall not be responsible for any damages or injuries sustained in this development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the local entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the preliminary drainage and erosion control study entitled "Angie Lee Periodontics" prepared by United Civil Design Group LLC, and dated March 30, 2016, shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the erosion control plan. All erosion control measures shall be maintained in good repair by the developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the local entity street inspector. 22. No work may commence within any improved or unimproved public right-of-way until a right-of-way permit or development construction permit is obtained, if applicable. 23. The developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The developer shall notify the local entity engineering inspector (Fort Collins - 221-6605) and the local entity erosion control inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the local entity engineer is not available after proper notice of construction activity has been provided, the developer may commence work in the engineers absence. However, the local entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the developer shall be responsible for a re-design of the subject pavement section or, the developer may use the local entity's default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed professional engineer. The final report shall be submitted to the inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the local entity engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County floodplain resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as wild fire hazard areas shall be done in accordance with the construction criteria as established in the wild fire hazard area mitigation regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the local entity forester to schedule a site inspection for any tree removal requiring a permit. 30. The developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The developer shall submit a construction traffic control plan, in accordance with MUTCD, to the appropriate right-of-way authority. (local entity, county or state), for approval, prior to any construction activities within, or affecting, the right-of-way. The developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact local entity traffic operations department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The developer is responsible for all costs for the initial installation of traffic signing and striping for the development related to the development's local street operations. In addition, the developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the local entity engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the local entity. 35. The developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the designer for clarification, and annotate the dimension on the as-built record drawings. 37. The developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the developer shall contact the designer and the local entity engineer immediately. 39. The developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the local entity's inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer. GENERAL NOTES (CONTINUED) 40. The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD 88. BENCHMARK #1: CITY OF FORT COLLINS 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A CONCRETE IRRIGATION DROP STRUCTURE. ELEVATION=5017.14 BENCHMARK #2: CITY OF FORT COLLINS 28-94 ON THE WEST SIDE OF SOUTH LEMAY AVE AT THE SOUTH END OF COLLINWOOD PROPERTY (5055 SOUTH LEMAY), ON TOP OF THE NORTH WALL OF A CONCRETE STORM WATER CHASE NEAR A FIRE HYDRANT. ELEVATION=4971.69 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.20'. BASIS OF BEARINGS: THE EAST LINE OF LOT 2, MIRAMONT SELF STORAGE P.U.D., AS BEARING SOUTH 01°47'25" WEST (ASSUMED BEARING). 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity street repair standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the local entity engineer and/or the local entity inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the local entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: none. 48. Approved variances are listed as follows: -None. STREET IMPROVEMENTS NOTES 1. All street construction is subject to the General Notes on the Cover Sheet of these plans as well as the street improvements notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed engineer, must be submitted to the local entity engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the local entity engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the local entity engineer. 5. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, reconstruction and repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the local entity engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in MUTCD (including Colorado supplement) and as per the right-of-way work permit traffic control plan. 8. The developer is required to perform a gutter water flow test in the presence of the local entity inspector and prior to installation of asphalt. Gutters that hold more than inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. And a single axle weight of at least 18,000 lbs. With pneumatic tires inflated to not less than 90 P.S.I.G. "proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the local entity engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be performed in the presence of an inspector. STORM DRAINAGE NOTES 1. All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the Development Agreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of the plans by the Director who may require that they be made to conform to standards and specifications current at that time. 2. The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locating unknown underground utilities. 3. These plans have been reviewed by the City for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City for accuracy or correctness of the calculations. Furthermore, the review does not imply that the quantities of the 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 City for additional quantities of items shown that may be required during the construction phase. 4. Prior to the commencement of any construction, the contractor must give the City Engineering Department (970-221-6605) and the Erosion Control Inspector (970-221-6700) twenty-four (24) hours advance. Initial erosion control measures must be installed and a site inspection by the Erosion Control Inspector is required before commencing construction activities. 5. Maintenance of onsite drainage facilities shall be the responsibility of the property owners. 6. All recommendations of the preliminary drainage and erosion control study entitled "Angie Lee Periodontics" prepared by United Civil Design Group LLC, and dated March 30, 2016, shall be followed and implemented. 7. Prior to final inspection and acceptance by the City, certification of the drainage facilities by a Colorado registered professional engineer must be submitted to and approved by the City Stormwater Department. (including the applicable note as set forth below) For commercial and multi-family developments, certification of all drainage facilities shall be submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy for such lot. For single family developments, certification of all drainage facilities must be submitted to the City Stormwater Department in accordance with all conditions as prescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be submitted to the City Stormwater Department at least one week prior to the release of a certificate of occupancy for such lot. 8. If dewatering is used to install utilities, and discharge will be into the street, gutter, storm sewer, channel, irrigation ditch, or any waters of the State a State Construction Dewatering Industrial Wastewater Discharge Permit is required. 9. All land disturbing activities greater than or equal to one acre must comply with the State of Colorado permitting process for Stormwater Discharges Associated with Construction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or refer to the web site at http://www.cdphe.state.co.us/wq/PermitsUnit/. 10. Benchmark: See General Note Number 40. 11. If fill or dredged material is discharged into waters of the United States, a USACE 404 permit is required. 12. If construction affects any Colorado Highway, a Colorado Department of Transportation right-of-way permit is required. PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting UNITED CIVIL Design Group PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: FORT COLLINS, CO 80521 PHONE: 970-224-5828 CONTACT: RUSS LEE ARCHITECT VAUGHT FRYE LARSON ARCHITECTS 419 CANYON AVENUE, SUITE 200 FORT COLLINS, CO 80521 PHONE: 970-224-1191 CONTACT: CHRIS ARONSON SURVEYOR LAT40°, INC. 1635 FOXTRAIL DRIVE, SUITE 325 LOVELAND, CO 80537 PHONE: 970-776-3321 CONTACT: KYLE RUTZ PROJECT TEAM UTILITY PROVIDER CONTACT PHONE Water/Wastewater City of Fort Collins Utilities Shane Boyle (970) 221-6339 Stormwater City of Fort Collins Utilities Shane Boyle (970) 221-6339 Power City of Fort Collins Light & Power Todd Vedder (970) 224-6152 Natural Gas Xcel Energy Stephanie Rich (970) 225-7828 Telecom Centurylink Bill Johnson (970) 377-6401 Cable Comcast Don Kapperman (970) 567-0245 Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the information shown. UTILITY PROVIDERS C000 COVER SHEET C001 GENERAL AND CONSTRUCTION NOTES C100 EXISTING INFORMATION & REMOVAL PLAN C200 HORIZONTAL CONTROL PLAN C300 UTILITY PLAN C400 GRADING AND EROSION CONTROL PLAN C500 DRAINAGE PLAN C600 CONSTRUCTION DETAILS - RESERVED FOR FINAL SUBMITTAL SHEET INDEX CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: APPROVED: 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 PREPARED FOR: JOB NUMBER SHEET NUMBER OF SHEETS DATE SUBMITTED: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. NO. BY DATE CAUTION REVISIONS: VERTICAL: HORIZONTAL: SCALE PRELIMINARY PLANS NOT FOR CONSTRUCTION 1501 Academy Ct. Ste. 203 Fort Collins, CO 80524 (970) 530-4044 www.unitedcivil.com Civil Engineering & Consulting UNITED CIVIL Design Group PROJ. MGR: DRAWING NAME: PATH: DATE: TIME: DESIGNER: PROJECT COORDINATES PROJECT DATUM: NAVD 88. BENCHMARK #1: CITY OF FORT COLLINS 4-08 ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A CONCRETE IRRIGATION DROP STRUCTURE. ELEVATION=5017.14 BENCHMARK #2: CITY OF FORT COLLINS 28-94 ON THE WEST SIDE OF SOUTH LEMAY AVE AT THE SOUTH END OF COLLINWOOD PROPERTY (5055 SOUTH LEMAY), ON TOP OF THE NORTH WALL OF A CONCRETE STORM WATER CHASE NEAR A FIRE HYDRANT. ELEVATION=4971.69 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.20'. BASIS OF BEARINGS: THE EAST LINE OF LOT 2, MIRAMONT SELF STORAGE P.U.D., AS BEARING SOUTH 01°47'25" WEST (ASSUMED BEARING). NOTE: 1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY PURPOSES. PROJECT SITE BLUESTEM BOARDWALK HOGAN DR. DR. CT. E. OARKRIDGE DR. S. LEMAY AVE. E. HARMONY ROAD PLAYER DR. BRICK, STACKED BOND SMOOTH STUCCO PREFINISHED METAL COPING 114' - 0" STUCCO ACCENT JOINT, TYP 419 Canyon Avenue, Suite 200 Fort Collins, CO 80521 ph: 970.224.1191 www.VFLA.com DRAWING NUMBER: PROJECT NUMBER: SEAL: IN ASSOCIATION WITH: Strength in design. Strength in partnership. Strength in community. VAUGHT FRYE LARSON ARCHITECTS, INC. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA. CHECKED BY: DRAWN BY: COPYRIGHT: Issued No. Description Date 1 03-03-15 Revisions 2 3 4 5 6 No. Description Date VAUGHT FRYE LARSON architects BID/PERMIT SET GD GD, CA 4803 BOARDWALK DR. FORT COLLINS, CO 80525 3/29/2016 10:38:52 AM 3/29/2016 10:38:52 AM G:\2015\15-71 Lee Periodontics\4 Revit\2016-02-10 Lee Periodontics Shell.rvt A2 ARCHITECTURAL ELEVATIONS LEE PERIODONTICS SCHEMATIC DESIGN 2015-71 1 1/4" = 1'-0" WEST ELEVATION 2 1/4" = 1'-0" SOUTH ELEVATION 3 PLANNING - NORTHEAST CORNER TAN MED. GREY SILVER GREY TINTED LIGHT GREY GREY GREY 6" 6' - 0" 5" STL. BOLLARD POSTS FILLED W/ CONC. 2X2 STL. TUBE FRAME CANE BOLTS 1/8" STL. PL. HASP W/ HOLES TO ACCEPT PADLOCK BY OWNER STL. PIPE PIVOT HINGES STL. PIPE SLEEVES WELDED TO POSTS TO SUPPORT HINGES 8" SMOOTH CMU 2' - 8" 4' - 8" 4' - 8" 2' - 8" PREFIN. MTL. COPING 10' - 0" FRONT ELEV. SIDE ELEV (NO GATE OPP. SIDE) PREFIN. MTL. COPING 8" SMOOTH CMU 14' - 8" PREFIN. MTL. WALL PANEL INFILLL TO MATCH BLDG. 1/8" STL. PL HANDLES 7' - 4" 6' - 8" 4' - 0" 4' - 0" 14' - 8" SIDE ELEV (NO GATE OPP. SIDE) PREFIN. MTL. COPING 8" SMOOTH CMU 7' - 4" 7' - 4" 419 Canyon Avenue, Suite 200 Fort Collins, CO 80521 ph: 970.224.1191 www.VFLA.com DRAWING NUMBER: PROJECT NUMBER: SEAL: IN ASSOCIATION WITH: Strength in design. Strength in partnership. Strength in community. VAUGHT FRYE LARSON ARCHITECTS, INC. THIS DRAWING MAY NOT BE PHOTOGRAPHED, SCANNED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF VFLA. CHECKED BY: DRAWN BY: COPYRIGHT: Issued No. Description Date 1 03-03-15 Revisions 2 3 4 5 6 No. Description Date VAUGHT FRYE LARSON architects BID/PERMIT SET GD GD, CA 4803 BOARDWALK DR. FORT COLLINS, CO 80525 3/29/2016 10:38:37 AM 3/29/2016 10:38:37 AM G:\2015\15-71 Lee Periodontics\4 Revit\2016-02-10 Lee Periodontics Shell.rvt A1 ARCHITECTURAL ELEVATIONS LEE PERIODONTICS SCHEMATIC DESIGN 2015-71 1 1/4" = 1'-0" EAST ELEVATION 2 1/4" = 1'-0" NORTH ELEVATION 4 1/4" = 1'-0" TRASH ENCLOSURE ELEVATION - MASONRY 3 PLANNING - NORTHWEST CORNER