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Home My WebLink AboutTHE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK - FDP - FDP140012 - PLANS - UTILITY PLANS (3)U0.0 AKD 1" = 20' n/a COVER AND NOTES SHEET I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C0.0-12026 Utility Plans Cover Sheet.dwg tab: 1 U0.0-12026 Utility Plans Cover Sheet - Layout1 Jun 25, 2014 - 1:12pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL UTILITY PLANS FOR THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK LOT 3 WITHIN THE MIRAMONT OFFICE PARK PUD A PLANNED UNIT DEVELOPMENT IN THE CITY OF FORT COLLINS COUNTY OF LARIMER, STATE OF COLORADO JUNE 2014 PROJECT TEAM: REDLAND 8000 LINCOLN STREET, SUITE 206 LITTLETON, COLORADO 80122 720.283.6783 CONTACT: MARK CEVAAL, P.E. EMAIL: MCEVAAL@REDLAND.COM BRITINA DESIGN GROUP 7600 GRANDVIEW AVE., SUITE 210 ARVADA, COLORADO 80002 303.556.2887 CONTACT: CHRIS COOPER LIMA ARCHITECTS 4855 TECHNOLOGY WAY, SUITE 200 BOCA RATON, FLORIDA 33431 561.886.6400 CONTACT: OCTAVIO LIMA RUBENSTEIN REAL ESTATE C\O LEGEND RETAIL GROUP 5150 E. YALE CIRCLE, SUITE 400 DENVER, COLORADO 80222 720.529.2881 CONTACT: ADAM RUBENSTEIN INDEX OF DRAWINGS SHEET NO. DESCRIPTION U0.0 COVER AND NOTES SHEET U0.1 CITY NOTES U1.0 OVERALL UTILITY PLAN U0.1 AKD N/A n/a CITY NOTES I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C0.0-12026 Utility Plans Cover Sheet.dwg tab: 2 U0.1-12026 Utility Plans Note Sheet Jun 25, 2014 - 1:12pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CONSTRUCTION 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. $//6$1,7$5<6(:(5672506(:(5$1':$7(5/,1(&216758&7,21$6:(//$632:(5$1'27+(5³'5<´87,/,7<,167$//$7,2166+$//&21)250727+(/2&$/(17,7<67$1'$5'6$1'63(&,),&$7,216&855(17 AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C1.0-12026 Overall UTILITY Plan.dwg tab: 2 U1.0-12026 Overall UTILITY Plan - C3.0 UTILITY Jun 25, 2014 - 1:12pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL U1.0 AKD N/A N/A OVERALL UTLITY PLAN 0 SCALE: 1" = 10 20 40 20' APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: WATER SERVICE DETAIL 1"=10' NOTE: 1. SIDEWALK NOTE: ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF 0 SCALE: 1" = 15 30 60 30' U2.0 1" = 20' n/a GRADING & DRAINAGE PLAN I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C2.0 12026 Grading and Drainage Plan.dwg tab: 3 C2.0 12026 Grading and Drainage Plan - Layout1 Jun 25, 2014 - 1:13pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL BASIS OF BEARINGS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 1 TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS CONSIDERED TO BEAR 1257+ ($67 BENCHMARK NGS CONTROL POINT Y402 BEING A STAINLESS STEEL ROD IN A RANGE BOX ON EAST SIDE OF HIGHWAY 287, 6287+25+$5021<52$' PUBLISHED ELEVATION 5018.96 (NAVD88) BASIN A= 3.65 AC TYPICAL DETAIL LANDSCAPE WALL NOT TO SCALE VARIES FROM 0.40' TO 4.95' HIGH 11" SEGMENTED BLOCK RETAINING WALL 8" x 18" SPLIT FACE BLOCK COLOR: TAN SLOPE VARIES VARIES WITH WALL HEIGHT AND BATTER SLOPE VARIES NOTE: 1. FOR REVEGETATION DETAILS, SEE LANDSCAPE PLANS. 2. RETAINING WALL WILL REQUIRE A SEPARATE BUILDING 0 SCALE: 1" = 10 20 40 20' U3.0 AKD 1" = 20' n/a EROSION CONTROL PLAN I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C3.0-12026 Erosion Control Plan.dwg tab: 4 C3.0-12026 Erosion Control Plan - EC1 EROSION CONTROL PLAN Jun 25, 2014 - 1:13pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL DISTURBED AREA= 0.84 AC APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: INLET PROTECTION DETAIL 1" = 10' NOTES: 1. DISTURBED AREA = 0.84 AC. 2. SEE EROSION CONTROL NOTES ON SHEET U0.0 3. OWNER/CONTRACTOR MUST OBTAIN C.D.P.S. STORM WATER DISCHARGE PERMIT FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT. 4. ALL DEMO MATERIALS TO BE HAULED OFF-SITE BY CONTRACTOR AND BE DISPOSED OF PER GOVERNING REGULATIONS. 5. SEED MIX SHALL BE THE LOW GROW MIX FROM ARKANSAS VALLEY SEED. BASIS OF BEARINGS THE NORTH LINE OF THE NORTHEAST QUARTER OF I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C4.0-12026 Pond Details.dwg tab: 5 C4.0-12026 DETAILS Jun 25, 2014 - 1:13pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL U4.0 AKD AS SHOWN n/a DETAILS 100 YR WSEL: 5002.59 FREEBOARD: 5003.59 12" RCP WATER QUALITY ORIFICE PLATE C8X18.75 AMERICAN STANDARD STRUCTURAL STEEL CHANNEL. TRASH RACK ATTACHED BY WELDING NO. 93 JOHNSON VEE WIRE STAINLESS STEEL WELL SCREEN WING-WALL TRASH RACK TO BE A STAINLESS STEEL WELL SCREEN WITH 60% OPEN AREA. 12" WIDE x 56.6" HIGH ORIFICE PLATE 6" CLASS 0.25 D CONCRETE WQCV WSEL: 4999.00 OUTLET STRUCTURE SECTION A-A N.T.S. BOTTOM OF CONCRETE EL: 4997.00 INV. OUT=4996.97 CLOSE MESH TYPE 'C' INLET GRATE POND - OUTLET STRUCTURE PLAN VIEW 10 YR WSEL: 5000.90 1"=4' TRASH RACK ATTACHED BY INTERMITTANT WELDING ALL AROUND 6" Min. 12" I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C4.0-12026 Pond Details.dwg tab: 6 C4.1-12026 DETAILS1 Jun 25, 2014 - 1:13pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL U4.1 AKD AS SHOWN n/a DETAILS APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: EXCERPT OF DEVELOPMENT CONSTRUCTION STANDARDS PERTAINING TO WATER MAIN/SEWER CROSSING SITUATIONS: 2. AT ANY LOCATION WHERE A WATER MAIN CROSSES A SEWER MAIN, AND THE SEWER IS ABOVE THE WATER MAIN, OR THE VERTICAL DISTANCE BETWEEN THE TWO MAINS IS LESS THAN 18-INCHES, THE CROSSING SHALL BE CONSTRUCTED BY ONE OF THE FOLLOWING METHODS: a. ONE LENGTH OF STRUCTURAL SEWER PIPE, WITH A LAYING LENGTH OF 18-FEET, OR GREATER, SHALL BE INSTALLED IN THE SEWER MAIN. i. THE STRUCTURAL SEWER PIPE SHALL BE CENTERED ON THE WATER MAIN, AND SHALL BE THE SAME SIZE AS THE REMAINDER OF THE SEWER MAIN. ii. ALL STRUCTURAL SEWER PIPE SHALL BE DUCTILE IRON PIPE, C900 PVC PIPE, OR AN APPROVED EQUAL. a) CEMENT MORTAR LINING ON DUCTILE IRON PIPE (DIP) SHALL BE DOUBLE THICKNESS. ij. ANY JOINT WITHIN TEN (10) FEET OF THE CENTERLINE OF THE PIPE BEING CROSSED, AS MEASURED PERPENDICULAR TO THAT PIPE, SHALL BE ENCASED IN BUTYL ADHESIVE TAPE. i. 7$3(6+$//%(´:,'($7$///2&$7,216:,7+,1)((7(,7+(56,'(2)7+(:$7(5/,1( ii. COMPLY WITH ASTM C 877 (TYPE III) AND MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF THE MATERIAL. iii. MANUFACTURERS: a) PRESS-SEAL GASKET CORPORATION - EZ WRAP RUBBER, I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C4.0-12026 Pond Details.dwg tab: 7 C4.2-12026 DETAILS Jun 25, 2014 - 1:13pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL U4.2 AKD AS SHOWN n/a DETAILS APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C4.0-12026 Pond Details.dwg tab: 8 C4.3-12026 DETAILS Jun 25, 2014 - 1:14pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL U4.3 AKD AS SHOWN n/a DETAILS APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C4.0-12026 Pond Details.dwg tab: 9 C4.4-12026 DETAILS Jun 25, 2014 - 1:14pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL U4.4 AKD AS SHOWN n/a DETAILS APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: I:\2012\12026 - The Learning Experience at Miramont Office Park\CADD\Sheet Sets\Utility Plans\C4.0-12026 Pond Details.dwg tab: 10 C4.5-12026 DETAILS Jun 25, 2014 - 1:14pm mcevaal SHEET DRAWN CHECKED APPROVED PROJECT NO. HORZ. SCALE VERT. SCALE DATE NO. NOTES THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK MDC MDC 12026 07.12.2013 1 1ST SUBMITTAL 10.04.2013 2 2ND SUBMITTAL 01.31.2014 3 3RD SUBMITTAL 04.25.2014 4 FINAL SUBMITTAL 05.30.2014 5 1ST CD SUBMITTAL 06.25.2014 6 2ND CD SUBMITTAL U4.5 AKD AS SHOWN n/a DETAILS APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: b) OR APPROVED EQUAL. STEEL PERFORATED FLOW CONTROL PLATE Flow SECTION B-B - PLAN VIEW N.T.S. 4" O.C. 5 HOLES 9/16" DIA. STAINLESS STEEL BOLTS OR INTERMITTANT WELDS, TRASH RACK DETAIL N.T.S. WATER QUALITY ORIFICE PLATE DETAIL N.T.S. BOLT 12" O.C. MAX. BOTTOM OF BASE EL: 4997.00 2" NEOPRENE GASKET AROUND CONCRETE OPENING TO CREATE A WATER-TIGHT SEAL BETWEEN THE ORIFICE PLATE AND CONCRETE WALL WQCV WSEL: 4999.00 12" 25,),&( NOTE: TRASH RACK TO BE A STAINLESS STEEL WELL SCREEN WITH 60% OPEN AREA. 12" WIDE x 56.6" HIGH 2.00' STRUCTURAL STEEL CHANNEL FORMED INTO CONCRETE. C8X18.75 AMERICAN STANDARD STRUCTURAL STEEL CHANNEL FORMED INTO CONCRETE BOTTOM AND SIDES OF OPENING W/TRASH RACK ATTACHED BY INTERMITTANT WELDS. WELL-SCREEN FRAME ATTACHED TO CHANNEL BY INTERMITTANT WELDS TOP EL: 4997.28 FL: 4997.08 APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER PARKS & RECREATION DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE DATE DATE CHECKED BY: TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: FOREBAY DETAIL PLAN VIEW 1"=4' LOWEST HOLE TO BE LOCATED AT THE BOTTOM AND CUT INTO THE EDGE OF THE PLATE SECTION 1 TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS CONSIDERED TO BEAR 1257+ ($67 BENCHMARK NGS CONTROL POINT Y402 BEING A STAINLESS STEEL ROD IN A RANGE BOX ON EAST SIDE OF HIGHWAY 287, 6287+25+$5021<52$' PUBLISHED ELEVATION 5018.96 (NAVD88) Know what's R PERMIT. APPROVED: CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: OCCUPANCY. 2. STREET CUT NOTE: LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 3. STORM NOTE: ALL STORM SEWER IS PRIVATE. 4. WATER NOTE: EX. 3/4" WATER MUST BE ABANDONED AT THE MAIN. CONTACT FORT COLLINS UTILITIES (970) 416-2165 TO COORDINATE ABANDONMENT. 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 ENGINEER 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 FOR THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK, DATED JANUARY 2014 BY REDLAND 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. 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: BENCHMARKS--LOCAL ENTITY SURVEY. B.M.NUMBER Y402,ELEV.= 5018.96, (NAVD88 DATUM) '(6&5,37,21%(,1*$67$,1/(6667((/52',1$5$1*(%2;21($676,'(2)+,*+:$<6287+2)+$5021<52$' 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. 67$1'$5'+$1',&$35$036$5(72%(&216758&7('$7$//&85%5(78516$1'$7$//³7´,17(56(&7,216 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: NOT APPLICABLE. 48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: NOT APPLICABLE. A. 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. 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 ó 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. ³3522) 52//´ 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 ³3522) 52//´$//³3522)52//6´6+$//%(35()250(',17+(35(6(1&(2)$1,163(&725 B. 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 ENTITY 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 ENTITY 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 ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY 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. C. 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. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY FOR THE LEARNING EXPERIENCE AT MIRAMONT OFFICE PARK, DATED JANUARY 2014 BY REDLAND SHALL BE FOLLOWED AND IMPLEMENTED. 3. 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. D. 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. U2.0 GRADING & DRAINAGE PLAN U3.0 EROSION CONTROL PLAN U4.0-U4.5 DETAILS BASIS OF BEARINGS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 1 TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN IS CONSIDERED TO BEAR 1257+ ($67 BENCHMARK NGS CONTROL POINT Y402 BEING A STAINLESS STEEL ROD IN A RANGE BOX ON EAST SIDE OF HIGHWAY 287, 6287+2)+$5021<52$' PUBLISHED ELEVATION 5018.96 (NAVD88) UNADJUSTED NGVD 1929 ELEVATION 5015.76 PER CITY OF FT. COLLINS. PLANS ARE BASED ON NAVD88 ELEVATION EROSION CONTROL GENERAL NOTES: 1) THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THIS SITE. 2) ALL REQUIRED BMPS SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OF REQUIRED EROSION CONTROL MEASURES MUST BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3) PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4) ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT. 5) THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6) ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. 7) NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE SEEDED AND MULCHED. 8) CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. GENERAL LOCATION MAP 1"=2000' LOCATED WITHIN MCCLELLANDS DRAINAGE BASIN SITE HARMONY RD BOARDWALK DRIVE COLLEGE AVE. OAK RIDGE DR McCLELLAND'S BASIN BOUNDARY 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. MARK D. CEVAAL, P.E. COLORADO LICENSE NO. 33123 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. APPROVED: REDLAND GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING THE PROJECT BENCHMARK AND OTHER SURVEY MONUMENTS AND SHALL HAVE A REGISTERED LAND SURVEYOR TIE OUT AND RESET ANY PROPERTY CORNERS OR SECTION CORNERS PLANNED TO BE DISTURBED BY CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY INADVERTENTLY DISTURBED OR DAMAGED MONUMENTS AND SHALL HAVE THEM REESTABLISHED AND REPLACED BY A REGISTERED LAND SURVEYOR. 2. THE CONTRACTOR SHALL COMPLY, AND PERFORM WORK IN ACCORDANCE, WITH THE REQUIREMENTS OF THE GEOTECHNICAL (SOILS) REPORT PREPARED FOR THIS PROJECT. 3. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE (1) SET OF ³5('/,1('´ PRINTS OF THE CONSTRUCTION PLANS. THE ³5('/,1('´ PRINTS SHALL BE KEPT CURRENT TO ACCURATELY REPRESENT THE DIMENSIONS AND LOCATIONS OF ALL WORK PERFORMED BY THE CONTRACTOR. THE CONTRACTOR MUST PRESENT THE ³5('/,1('´ PRINTS TO THE ENGINEER (REDLAND) TIMELY UPON COMPLETION OF EACH PHASE OF THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF ANY PROBLEMS OR POTENTIAL PROBLEMS IN CONFORMING TO THE DESIGN LINE AND GRADE FOR ANY ELEMENT OF THE CONSTRUCTION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROMPTLY NOTIFYING THE ENGINEER OF SITE CONDITIONS THAT DIFFER FROM THOSE SHOWN ON THE APPROVED PLANS. 5. IN THE EVENT THE CONTRACTOR ALLOWS, AUTHORIZES, APPROVES OR CONSTRUCTS ITEMS THAT DIFFER FROM THE APPROVED PLANS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, WITHOUT WRITTEN APPROVAL BY THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LIABILITY ARISING FROM SUCH CHANGES. 6. THE CONTRACTOR SHALL PERFORM ALL WORK ACCORDING TO ALL CITY, COUNTY, STATE AND FEDERAL SAFETY AND HEALTH REGULATIONS. IN PARTICULAR, THE TRENCHING AND OPEN EXCAVATION OPERATIONS SHALL COMPLY WITH ALL CURRENT O.S.H.A. REGULATORY REQUIREMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, AND ANY OTHER NEEDED ACTION TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOB SITE CONDITIONS THROUGHOUT THE DURATION OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROTECTION OF PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED ONLY TO WORKING HOURS. THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE GOVERNING JURISDICTION HARMLESS FOR ANY AND ALL LIABILITY, IN CONNECTION WITH THE PERFORMANCE OF WORK, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER OR THE GOVERNING JURISDICTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE, PASSABLE ACCESS TO PRIVATE PROPERTIES ADJACENT TO THE WORK THROUGHOUT THE PERIOD OF CONSTRUCTION. 10. THE TYPE, SIZE, LOCATION, AND NUMBER OF UNDERGROUND UTILITIES ARE APPROXIMATE WHERE SHOWN ON THE PLANS AND WERE TAKEN FROM RECORDS OF THE CONTROLLING AGENCIES AND/OR FROM MARKINGS IN THE FIELD BY AN AGENCY AND/OR UTILITY LOCATING CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR COMPLETENESS OR ACCURACY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK AND PARTICIPATE IN THE RESOLUTION OF ANY CONFLICTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 11. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO FOR THE LOCATION OF UNDERGROUND GAS, ELECTRIC AND COMMUNICATION UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION (CALL 811 OR 1-800-922-1987). THE CONTRACTOR SHALL ALSO NOTIFY OTHER APPLICABLE UTILITY COMPANIES TO OBTAIN FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 12. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO COORDINATE SCHEDULES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NECESSARY UTILITY RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANY. 13. TEMPORARY EROSION CONTROL MEASURES SHALL BE PROVIDED BY THE CONTRACTOR DURING CONSTRUCTION AS IDENTIFIED IN THE EROSION CONTROL AND/OR STORMWATER MANAGEMENT PLANS. MAINTENANCE OF ONSITE DRAINAGE AND EROSION CONTROL FACILITIES DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE REMOVAL OF TEMPORARY EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. HOWEVER, REMOVALS SHALL NOT OCCUR UNTIL THE GOVERNING JURISDICTION HAS GIVEN APPROVAL TO REMOVE ANY OF THE MEASURES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC OR PRIVATE STREETS OF MUD AND DEBRIS, DUE TO CONSTRUCTION ACTIVITIES, ON A DAILY BASIS OR AS DIRECTED BY GOVERNING JURISDICTION PERSONNEL. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ANY DAMAGED EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, PAVEMENT, CURB AND GUTTER, SIDEWALK, LANDSCAPING, IRRIGATION, SIGNAGE, STRIPING, AND UTILITIES. 16. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE COLORADO DISCHARGE PERMITTING SYSTEM'S PERMITTING PROCESS FOR ³67250:$7(5 DISCHARGES ASSOCIATED WITH CONSTRUCTION $&7,9,7<´ FOR INFORMATION, CONTACT THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT, WATER QUALITY CONTROL DIVISION, WQCD-PE-B2, 4300 CHERRY DRIVE SOUTH, DENVER, COLORADO, 80246-1530, ATTENTION: PERMITS AND ENFORCEMENT SECTION. PHONE (303) 692-3590. 17. IF DEWATERING IS TO BE USED TO INSTALL UTILITIES OR CONSTRUCT IMPROVEMENTS, A STATE CONSTRUCTION DEWATERING DISCHARGE PERMIT IS REQUIRED IF DISCHARGE IS INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH, OR ANY WATERS OF THE UNITED STATES. 18. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES THE APPROPRIATE EDITION OF THE GOVERNING JURISDICTION DESIGN AND CONSTRUCTION STANDARDS, ONE SET OF APPROVED CONSTRUCTION PLANS, THE STORMWATER MANAGEMENT PLAN, AND ALL REQUIRED PERMITS. 19. ALL STREET, SANITARY SEWER, STORM SEWER AND WATERLINE CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE APPLICABLE GOVERNING LOCAL AGENCY CURRENT AT THE DATE OF CONSTRUCTION PLAN APPROVAL. FOR ELEMENTS OF WORK NOT COVERED BY LOCAL AGENCY STANDARDS AND SPECIFICATIONS, ALL CONSTRUCTION SHALL CONFORM TO THE APPROPRIATE EDITION OF THE STANDARDS AND SPECIFICATIONS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT, AND INDUSTRY STANDARDS AS APPLICABLE. REQUIREMENTS OF THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT, THE ENVIRONMENTAL PROTECTION AGENCY AND THE U.S. ARMY CORPS OF ENGINEERS, SHALL ALSO BE FOLLOWED AS THEY RELATE TO THE WORK. 20. THE CONTRACTOR SHALL PROVIDE AND IMPLEMENT A ³75$)),& CONTROL 3/$1´ RELATED TO ALL CONSTRUCTION ACTIVITIES FOR THIS PROJECT THAT AFFECT PUBLIC RIGHT-OF-WAY. ALL TRAFFIC CONTROL DEVICES, STRIPING, AND SIGNING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 21. CENTERLINE, RIGHTS-OF-WAY (R.O.W.), PROPERTY LINE, AND EASEMENT DIMENSIONS ARE FOR REFERENCE ONLY. REFER TO THE FINAL SUBDIVISION PLAT FOR PROJECT HORIZONTAL CONTROL. 22. ALL ELEVATIONS IN PLAN VIEW ARE ALONG FLOWLINE UNLESS OTHERWISE NOTED. WHERE SHOWN, 'TC' REPRESENTS TOP-OF-CURB ELEVATION ALONG CURB AND GUTTER OR BACK-OF-WALK ELEVATION ALONG COMBINATION CURB, GUTTER AND WALK. 23. STORM AND SANITARY SEWER MAIN LENGTHS ARE FROM CENTER OF STRUCTURE/MANHOLE TO CENTER OF STRUCTURE/MANHOLE. SANITARY SEWER AND STORM SEWER MANHOLES ARE 4-FOOT DIAMETER UNLESS OTHERWISE NOTED 24. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE CLASS III, CONFORMING TO ASTM C-76. JOINTS FOR STORM SEWER SHALL BE RUBBER GASKETS MEETING THE MATERIAL AND JOINT CONFIGURATION REQUIRMENTS OF ASTM C443. ALL PVC STORM DRAINS SHALL BE THICK WALLED PIPE CONFORMING TO ASTM D-3034, SDR-35, WITH PUSH TYPE JOINTS IN CONFORMANCE TO ASTM D-3212. 25. ALL PVC SANITARY SEWER SHALL BE THICK WALLED PIPE CONFORMING TO ASTM D-3034, SDR-35, WITH PUSH TYPE JOINTS IN CONFORMANCE TO ASTM 26. REFER TO "SUBSURFACE EXPLORATION REPORT, MIRAMONT OFFICE PARK, FORT COLLINS, COLORADO, EEC PROJECT NO. 1972073" PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED AUGUST 15, 1997 CITY OF FORT COLLINS, COLORADO UTILITY PLAN APPROVAL CITY ENGINEER DATE CHECKED BY: WATER & WASTEWATER UTILITY DATE STORMWATER UTILITY DATE PARKS & RECREATION DATE TRAFFIC ENGINEER DATE ENVIRONMENTAL PLANNER DATE DATE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: