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Home My WebLink AboutMAGNOLIA DWELLINGS - FDP210015 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSPROJECT SITE PETERSON STREETE. MAGNOLIA STREET E. MULBERRY STREET WHEDBEE STREETMATHEWS STREETREMINGTON STREETOLIVE STREET REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSCOVER SHEET9/8/21 N/A N/A DTE JTC 20-1021-00 CVR 1 12 PROPOSED STREET LIGHT PROPOSED STORM SEWER EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS PROPOSED ELECTRIC LINEEXISTING ELECTRIC LINE EXISTING TELEPHONE LINE PROPOSED FIRE HYDRANTEXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV LINE PROPOSED CABLE TV PROPOSED WATER SERVICE W/ CURB STOP AND METER PIT PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT EXISTING ROW ABBREVIATION LIST ABC AGGREGATE BASE COURSE AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT AUX AUXILIARY BLDG BUILDING BF BLIND FLANGE BFV BUTTERFLY VALVE BOV BLOW OFF VALVE BOS BOTTOM OF STEP BOW BACK OF WALK BW BOTTOM OF WALL C&G CURB & GUTTER CATV CABLE TELEVISION CDOT COLORADO DEPARTMENT OF TRANSPORTATION CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT COMM COMMUNICATION CONC CONCRETE COORD COORDINATION DE DRAINAGE EASEMENT DEMO DEMOLITION DIA DIAMETER DIP DUCTILE IRON PIPE D,U&AE DRAINAGE, UTILITY, & ACCESS EASEMENT E EAST(ING) EAE EMERGENCY ACCESS EASEMENT ECB EROSION CONTROL BLANKET EG EXISTING GROUND EL ELEVATION ELEC ELECTRIC EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EX EXISTING ESMT EASEMENT EST ESTIMATE(D) EURV EXCESS URBAN RUNOFF VOLUME F FIRE LINE FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GND GROUND GV GATE VALVE HBP HOT BITUMINOUS PAVEMENT HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT HW HEADWALL IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION I,D,U&AE IRRIGATION, DRAINAGE, UTILITY & ACCESS EASEMENT LA LANDSCAPE (PLAN/ACRH) LAE LANDSCAPE EASEMENT LF LINEAR FEET LP LOW POINT LT LEFT LTWD LITTLE THOMPSON WATER DISTRICT MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, PLUMBING ENGINEER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH(ING) NA NOT APPLICABLE NTS NOT TO SCALE OC ON CENTER OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PERF PERFORATED PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PCR POINT OF CURB RETURN PH POTHOLE PI POINT OF INTERSECTION PL PROPERTY LINE PSE PUBLIC SERVICE EASEMENT PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE R&R REMOVAL & REPLACEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE RJ RESTRAINT JOINT ROW RIGHT-OF-WAY RT RIGHT SCH SCHEDULE S SOUTH SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SRVC SERVICE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN-OUT SSMH SANITARY SEWER MANHOLE SSWR SANITARY SEWER STA STATION SWMP STORMWATER MANAGEMENT PLAN T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TBV TO BE VACATED TBR TO BE REMOVED TELE TELEPHONE TEMP TEMPORARY TF TOP OF FOUNDATION TOS TOP OF STEP TW TOP OF WALL TYP TYPICAL XS CROSS SECTION UD UNDERDRAIN UE UTILITY EASEMENT UGE UNDERGROUND ELECTRIC UTIL UTILITY VCP VITRIFIED CLAY PIPE VIF VERIFY IN FIELD VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE OR WEST WL WATERLINE WLFTG WATERLINE FITTING WM WATER METER WQCV WATER QUALITY CAPTURE VOLUME WSE WATER SURFACE ELEVATION WTR WATER UTILITY PLANS FOR MAGNOLIA DWELLINGS LOCATED IN THE WEST HALF OF LOT 1, BLOCK 144, TOWN OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SITUATE IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. SEPTEMBER 2021 Vicinity Map Scale: 1" = 250' PROJECT DATUM: NAVD 88 CITY OF FORT COLLINS BENCHMARK NO. 29-97: NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE ST., ON A CONCRETE TRAFFIC SIGNAL BASE ELEV = 4978.01 CITY OF FORT COLLINS BENCHMARK NO. 6-00: ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY ST. AND COLLEGE AVE. ELEV = 4993.85 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD 29 UNADJUSTED (PRIOR TO CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED: NGVD29 UNADJUSTED (PRIOR TO CITY OF FORT COLLINS DATUM) = 4978.01 (NAVD88 DATUM) - 3.18 NGVD29 UNADJUSTED (PRIOR TO CITY OF FORT COLLINS DATUM) = 4993.85 (NAVD88 DATUM) - 3.17 UTILITY CONTACTS: LIGHT & POWER City of Fort Collins Light & Power 700 Wood Street Fort Collins, CO 80522 Contact: Tyler Siegmund Ph. 970.416.2772 STORMWATER, WATER & WASTEWATER City of Fort Collins Utilities 700 Wood Street Contact: Matt Simpson Fort Collins, CO 80522 Ph. 970.416.2754 NATURAL GAS Xcel Energy 1123 West 3rd Avenue Denver, CO 80223 Ph. 303.571.3306 Builder's Call Line 877.354.6395 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.490.7501 CABLE SERVICE Comcast 1201 University Dr. Fort Collins, Colorado 80521 Contact: Don Kapperman Ph. 970.567.0245 GENERAL CONTRACTOR Forge + Bow Dwellings 116 N College Ave Fort Collins, CO 80524 Ph. 970.797.2354 ENGINEER Highland Development Services 6355 Fairgrounds Ave, Suite 100 Windsor, CO 80550 Ph. 970.674.7550 LANDSCAPE ARCHITECT Russell Mills Studios 506 S College Ave, Unit A Fort Collins, CO 80524 Ph. 970.484.8855 ARCHITECT ALM2S 712 Whalers Way Bldg B, Suite 100 Fort Collins, CO 80525 Ph. 970.223.1820 SURVEYOR Majestic Surveying, LLC 4627 W. 20th Street Road Greeley, CO 80634 Ph. 970.443.0882 INDEX OF SHEETS Sheet No.Description of Sheets 1 COVER SHEET 2 GENERAL NOTES 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 HORIZONTAL CONTROL PLAN 5 DRAINAGE & EROSION CONTROL PLAN 6 GRADING PLAN 7 OVERALL UTILITY PLAN 8 - ##CONSTRUCTION DETAILS 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. INDEMNIFICATION STATEMENT: 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. JASON T. CLAEYS P.E. NO. 42122 N W E S City of Fort Collins, Colorado UTILITY PLAN APPROVAL Traffic Operations, Park Planning and Development, Stormwater Utility, Water & Wastewater Utility, City Engineer, APPROVED: Environmental Planner, Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date APPROVED: Approved Sheets Date CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSGENERAL NOTES9/8/21 N/A N/A DTE JTC 20-1021-00 GN 2 12 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R 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 CONTRACTOR 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 IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET 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 STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER 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 STORMWATER 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 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 FINAL DRAINAGE AND EROSION CONTROL STUDY 'FINAL DRAINAGE REPORT FOR MAGNOLIA DWELLINGS' BY HIGHLAND DEVELOPMENT SERVICES 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 ENGINEER 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. 40.PROJECT BENCHMARKS: PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK #29-97 NORTHEAST CORNER OF MULBERRY ST. AND WHEDBEE ST., ON A CONCRETE TRAFFIC SIGNAL BASE ELEV= 4978.01 CITY OF FORT COLLINS BENCHMARK #6-00 ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY ST. AND COLLEGE AVE. ELEV= 4993.85 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,THE FOLLOWING EQUATIONS SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4978.01 (NAVD88 DATUM) - 3.18 NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4993.85 (NAVD88 DATUM) - 3.17 HORIZONTAL DATUM: COLORADO STATE PLAN COORDINATES NAD 83(2007) DATUM. HORIZONTAL CONTROL BASED VRS. 40.ALL STATIONING IS BASED ON FLOWLINE OF ROADWAYS UNLESS OTHERWISE NOTED. 41.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. 42.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. 43.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. 44.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL "T" INTERSECTIONS. 45.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. 46.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: NO PRIVATE STREET PROPOSED. 47.APPROVED VARIANCES ARE LISTED AS FOLLOWS: N/A CITY OF FORT COLLINS CONSTRUCTION NOTES A.STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES 1.THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. 3.ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 4.AT ALL TIMES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN HEREIN. 5.PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 6.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 7.IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL: a.BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. b.REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. c.BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. 8.WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. 9.THE CONTRACTOR SHALL CLEAN UP ANY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE STREETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY. 10.ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS OF THE UNITED STATES. 11.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12.THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION (HOA). 13.CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 14.A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. 15.TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL INSPECTOR. a.BELOW ALL GUTTER DOWNSPOUTS. b.OUT TO DRAINAGE SWALES. c.ALONG LOT PERIMETER. d.OTHER LOCATIONS, IF NEEDED. 16.CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AS DIRECTED BY THE CITY/COUNTY. 17.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. 18.AN ONSITE DETENTION POND WILL BE PROVIDED TO CONTROL STORMWATER RUNOFF FROM THE SITE. B. STREET IMPROVEMENT 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 LOVELAND. 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.FT. COLLINS ONLY. 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 M.U.T.C.D. (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 ¼ 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 THAT 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 PREFORMED IN THE PRESENCE OF AN INSPECTOR. C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES 1.ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. 2.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. 3.ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 4.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. 5.ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL TRAFFIC ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. 7.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. 8.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. 10.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. 11.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL TRAFFIC ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. 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 LOCAL TRAFFIC ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL 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 2-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. B.STORM DRAINAGE NOTES 1.THE CITY OF FORT COLLINS 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). 2.PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS, CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED TO THE STORMWATER 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. E. WATERLINE NOTE 1.THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. F. WATER & SEWER NOTES 1.ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS UTILITIES STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 2.ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS UTILITIES STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. EMGMPETERSON STREET (100' ROW)E. MAGNOLIA STREET(100' ROW)REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSEXISTING CONDITIONS & DEMOLITION PLAN9/8/21 1" = 10' N/A DTE JTC 20-1021-00 EX 3 12 APPROX LIMITS OF SAWCUT LINE DEMO STRUCTURE/UTILITY/ LIGHT/ ETC DEMO ASPHALT / SITE FEATURES DEMO UTILITIES TREE REMOVAL/RELOCATION (RE: LA) PROTECT EXISTING TREE (RE: LA) LEGENDNWE S0 SCALE: 1" = 10' 2010510 NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS PROVIDED BY OTHERS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2.COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOLITION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3.ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4.CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5.EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6.CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7.LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8.REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9.ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 10.CONTRACTOR TO LOCATE THE EXISTING SANITARY SEWER SERVICE AND ABANDON AT THE MAIN. CONNECTION TO MAIN IS LOCATED APPROXIMATELY 107' FROM MANHOLE IN PETERSON STREET. VERIFY PRIOR TO CONSTRUCTION. 11.CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE RELOCATION OF EXISTING OVERHEAD UTILITIES IN THE ALLEY WITH THE UTILITY PROVIDERS. THE OVERHEAD UTILITIES SHOULD BE RELOCATED UNDERGROUND PRIOR TO THE CONSTRUCTION OF THE ALLEY. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R EMGMPETERSON STREET (100' ROW)E. MAGNOLIA STREET(100' ROW)335 EAST MAGNOLIA REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSHORIZONTAL CONTROL PLAN9/8/21 1" = 10' N/A DTE JTC 20-1021-00 HC 4 12 NOTES: 1.ALL ROAD AND PARKING DIMENSIONS BASED ON FLOWLINE OR CURB. VERIFY BUILDING PLAN DIMENSIONS PRIOR TO CONSTRUCTION. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL PLANS FOR STREET RIGHT-OF-WAY WORK. 3.TRAFFIC CONTROL, PERMITS, CONSTRUCTION AND FEES ASSOCIATED WITH THE RIGHT-OF-WAY WORK, ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4.ALL PAVEMENTS AND EARTHWORK SHALL CONFORM TO THE GEOTECHNICAL REPORT FOR THE SITE. 5.ALL WORK SHALL CONFORM TO LARIMER COUNTY URBAN AREA STREET STANDARDS. 6.COORDINATE LOCATION, HEIGHTS, ETC. OF WALLS, FENCES, AND SITE FEATURES WITH LANDSCAPE ARCHITECT. CONCRETE PAVEMENT LEGEND CONCRETE SIDEWALK CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. RNWES0 SCALE: 1" = 10' 2010510 EM GMPETERSON STREETPETERSON STREET(100' ROW)E. MAGNOLIA STREET (100' ROW) FFE=4988.10 TF=4986.92 FG=4986.25 FFE=4986.10 TF=4984.92 FG=4984.25 REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSDRAINAGE & EROSION CONTROL PLAN9/8/21 1" = 20' N/A DTE JTC 20-1021-00 DE 5 12 N W E S 0 SCALE: 1" = 20' 40201020 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY LEGEND EX MAJOR CONTOUR EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CONSTRUCTION ENTRANCE WITH VEHICLE TRACKING CONTROL INLET PROTECTION ROCK SOCK NOTES: 1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3.LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6.ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. 8.ALL PROPOSED STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED, WITH THE EXCEPTION OF THE MANHOLE TO BE INSTALLED AT THE STORM TIE IN ON THE 12" STORM PIPE WITHIN MAGNOLIA STREET, WHICH SHALL BE PUBLICLY OWNED AND MAINTAINED. 9.UNDERGROUND STORMTECH CHAMBER DETENTION SYSTEM SHALL BE BUILT IN THE LAST PHASE OF SITE CONSTRUCTION IN ORDER TO MINIMIZE POTENTIAL OF SEDIMENTATION WITHIN CHAMBERS. 10.NO DEBRIS OR SEDIMENT SHALL BE TRACKED ONTO ALLEY OR PUBLIC STREET. IN CASE ANY TRACKING DOES OCCUR, CONTRACTOR SHALL SWEEP AND CLEAN IMMEDIATELY. 11.TOTAL DISTURBED AREA FOR PROJECT IS ROUGHLY 12,562 SQFT, OR 0.29 ACRES. DRAINAGE BASIN FLOW PATH SILT FENCE EMGMPETERSON STREETPETERSON STREET (100' ROW)E. MAGNOLIA STREET(100' ROW)FFE=4988.10 TF=4986.92 FG=4986.25 FFE=4986.10 TF=4984.92 FG=4984.25 A A B B C C 335 EAST MAGNOLIA REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSGRADING PLAN9/8/21 1" = 10' N/A DTE JTC 20-1021-00 GR 6 12NWES0 SCALE: 1" = 10' 2010510 NOTES: 1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2.DUE TO DISCREPANCIES IN THE TOPOGRAPHIC SURVEY PROVIDED, EXISTING ELEVATIONS WERE INTERPOLATED BETWEEN SURVEY POINTS THAT APPEARED TO REPRESENT THE EXISTING CONDITIONS ON SITE. THE CONTRACTOR IS TO CONFIRM ALL EXISTING ELEVATIONS ADJACENT TO NEW WORK AND NOTIFY THE OWNER OF ANY SIGNIFICANT DEVIATIONS. 3.ALL MANHOLE RIM AND STORM DRAIN INLET GRATES SHALL BE ADJUSTED TO FINAL GRADES CONFIRMED IN THE FIELD. 4.ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 5.WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 6.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 7.FINISHED FLOOR ELEVATIONS ARE BASED ON TJI FLOORING SYSTEM (14.125"). (VERIFY, RE: ARCH) SECTION A-ASECTION C-C SECTION B-B CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R EMGME. MAGNOLIA STREET(100' ROW)335 EAST MAGNOLIA PETERSON STREET (100' ROW)REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSOVERALL UTILITY PLAN9/8/21 1" = 10' N/A DTE JTC 20-1021-00 UT 7 12 NOTES: 1.ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2.IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DESIGN CRITERIA MANUAL. 3.IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4.ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 5.ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 6.SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 7.ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 8.COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER. 9.ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 10.PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 11.WRAP ALL WATER JOINTS WITH 12" BUTYL ADHESIVE TAPE (EASY-WRAP OR EQUIVALENT). 12.UNDERDRAIN (UD) PIPES SHALL BE PERFORATED 6" SDR 35 PVC WITH TWO (2) 1 2" DIAMETER HOLES 6" O.C. 120° APART PLACED ALONG THE BOTTOM SIDE OF PIPE. PIPE TO BE INSTALLED WITH GASKETS AND IN COMPLIANCE WITH ASTM D2321. 13.MAINTAIN A MINIMUM OF 6" OF WASHED CRUSHED ROCK BELOW AND ALONG ALL SIDES OF DRAIN PIPES. 14.THE UNDERDRAIN DRAIN ROCK SHALL BE FREE-DRAINING WASHED CRUSHED ROCK AND CONFORM TO CDOT No. 57 OR 67 GRADATIONS, OR ACCEPTED SUBSTITUTION. 15.INFILTRATION GALLERY EXCAVATIONS SHALL BE LINED WITH 30 MIL (MIN) PVC IMPERMEABLE LINER. PROVIDE SEALED PENETRATIONS AT ALL LINER PENETRATIONS. 16.CLEAN-OUTS SHALL BE CONSTRUCTED SUCH THAT NO SURFACE LOAD WILL BE TRANSFERRED TO THE MAIN, WYE, BEND, OR RISER PIPE. 17.SEE SHEETS 11 - 12 FOR INFILTRATION GALLERY DETAILS 18.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. MATCHLINE B SEE LEFT MATCHLINE B SEE RIGHT MATCHLINE A SEE RIGHT MATCHLINE A SEE LEFT NWES0 SCALE: 1" = 10' 2010510 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R PERIMETER DRAIN AT INFILTRATION GALLERY SCALE: 1" = 2' INFILTRATION GALLERY UNDERDRAIN DETAIL GEOMEMBRANE LINER PENETRATION DETAIL NTS REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSCONSTRUCTION DETAILS9/8/21 N/A N/A DTE JTC 20-1021-00 DT 01 8 12 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSCONSTRUCTION DETAILS9/8/21 N/A N/A DTE JTC 20-1021-00 DT 02 9 12 6" CURB AND 1' SPILL GUTTER 6" CURB AND 1' CATCH GUTTER CURB AND GUTTER DETAIL (ON-SITE ONLY) CURB RAMP DETAIL CONCRETE PAVING SECTION DETAIL CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL 2' DRAIN CHANNEL PLAN ROOF DRAIN DETAIL ELEVATION ROOF DRAIN CONNECTION AT PVC STORM PIPE BASIN AREA INLET/JUNCTION NTS CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSCONSTRUCTION DETAILS9/8/21 N/A N/A DTE JTC 20-1021-00 DT 03 10 12 SECTION VIEW DRAIN DETAIL PINNING DETAIL SEGMENTAL RETAINING WALL DETAIL STEPPING BASE DETAIL REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSCONSTRUCTION DETAILS9/8/21 N/A N/A DTE JTC 20-1021-00 DT 04 11 12 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R REVISIONNO.BYDATEHIGHLANDDEVELOPMENT SERVICES6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550PHONE: 970.674.7550 | EMAIL: Info@Highland-DS.com | www.Highland-DS.comPREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION OFSHEET DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V)MAGNOLIA DWELLINGSCONSTRUCTION DETAILS9/8/21 N/A N/A DTE JTC 20-1021-00 DT 05 12 12 CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. before you dig.Call Know what's below. R