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Home My WebLink AboutPLANETSCALE LIVING - FDP220004 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSREVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - COVER.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. UTILITY PLANS PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB 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. _____________________________________________________________ T. GARRETT GOODLIN, P.E. DATE STATE OF COLORADO NO. 56865 THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS 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 CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. _____________________________________________________________ T. GARRETT GOODLIN, P.E. DATE STATE OF COLORADO NO. 56865 THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS 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 CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. XXXX GAS GAS SAN WAT WAT ELEC ELEC OHE OHE 5421 5420 XXX CURB AND GUTTER (SPILL) CURB AND GUTTER (CATCH) STORM SEWER SANITARY SEWER WATER LINE GAS LINE ELECTRICAL OVERHEAD POWER LINES ELECTRICAL BOX SITE LIGHT SIGN MANHOLES INLET METER PIT GATE VALVE THRUST BLOCK CLEAN OUT TREE SLOPE MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION PROPOSED UTILITY POLE GAS METER FIRE HYDRANT FO FOFIBER OPTIC LINE SSST ST SAN CO WAT WAT HY DHY D BACK OF CURB FLOWLINE LIP (SPILL) BACK OF CURB FLOWLINE LIP (CATCH) MASTER LEGEND GENERAL NOTES - CITY OF FORT COLLINS: 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 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. 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 "DRAINAGE CONFORMANCE LETTER FOR ZIGGI'S COFFEE - FORT COLLINS" AND THE "EROSION CONTROL REPORT FOR ZIGGI'S COFFEE - FORT COLLINS" DATED AUGUST, 2 2017 BY HCI ENGINEERING. 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 A 409 ELEV.= 5039.43, DESCRIPTION NATIONAL GEODETIC SURVEY BRASS CAP STRAMPED "A 409" LOCATED ON THE EAST RIGHT OF WAY LINE OF SOUTH COLLEGE AVENUE APPROXIMATELY 1000 FEET SOUTH OF THE INTERSECTION OF WEST TRILBY NAVD 1988 DATUM. 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. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: (LIST). CONTACTS: OWNER: PLANETSCALE LIMITED ATTN: SERDAR BADEM 12933 REGAN LN SARATOGA, CA 95070 SERDAR.BADEM@GMAIL.COM CIVIL ENGINEER: HCI ENGINEERING A DIVISION OF HABERER CARPENTRY INC. ATTN: GARRETT GOODLIN, PE 621 SOUTHPARK DR., SUITE 1600 LITTLETON, CO 80210 PH: 303-979-3900 LANDSCAPE ARCHITECT: GMR | LANDSCAPE ARCHITECTURE ATTN: GREG M. ROSLER, ASLA 383 CORONA ST., SUITE 407 DENVER, CO 80128 PH: 720.209.7244 ARCHITECT: WAYNE D. ANDERSON, AIA, LLC ATTN: WAYNE ANDERSON 7825 W. ONTARIO PLACE LITTLETON, CO 80128 PH: 303.550.5678 N HATCHING LEGEND EXISTING CONCRETE LANDSCAPE PROPOSED ASPHALT LEGAL DESCRIPTION: (FROM QUIT CLAIM DEED, REC. # 20200011699, LARIMER COUNTY RECORDS) A TRACT OF LAND SITUATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION24, TOWNSHIP 7 SOUTH, RANGE 69 WEST OF THE 6TH P.M., AND BEING A PART OF TRACT 7, OF THE EAST ACRES SUBDIVISION, A SUBDIVISION OF RECORD IN THE COUNTY OF LARIMER, STATE OF COLORADO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE SOUTH LINE OF SAID TRACT 7 AS BEARING S89°56'00"W AND WITH ALL BEARING CONTAINED HEREIN RELATIVE THERETO: COMMENCING AT THE SE CORNER OF SAID TRACT 7; THENCE S89°56'00"W ALONG THE SAID SOUTH LINE A DISTANCE OF 846.15 FEET TO THE POINT OF BEGINNING; THENCE ALONG THE EAST LINE OF THE SPRINGMEADOWS ON THE SPRING CREEK SUBDIVISION N00°42'E, A DISTANCE OF 140.77 FEET; THENCE ALONG A SOUTH LINE OF SAID SUBDIVISION S89°50'W A DISTANCE OF 99.97 FEET; THENCE S00°03'39"W A DISTANCE OF 141.16 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID TRACT 7; THENCE N89°56'00"E, A DISTANCE OF 98.40 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO RIGHT OF WAY FOR EAST STUART STREET. BASIS OF BEARING: THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 24 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., BEING MONUMENTED AS SHOWN HEREON, BEARS S89°56'00"W PER QUIT CLAIM DEED RECORDED AT REC. # 20200011699, LARIMER COUNTY RECORDS. BENCHMARK: PROJECT DATUM: NAVD88 FORT COLLINS SURVEY MONUMENT, BENCHMARK #15-97 -ELEVATION: 4995.75' NAVD 88 DATUM, PER FORT COLLINS DATASHET TEMPORARY BENCHMARK (T.B.M.): THE TOP OF THE SET 5/8" REBAR AND CAP, PLS 6973, AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL. ELEVATION: 4981.59' COVER C1.0 VICINITY MAP N.T.S Sheet List Table Sheet Number Sheet Title C1.0 COVER C1.1 FORT COLLIN - EC-NOTES C1.2 HCI NOTES C1.3 DEMO PLAN C2.0 SITE PLAN C2.1 GRADING PLAN C3.0 UTILITY PLAN C4.0 DETAILS - WATER & WW C4.1 DETAILS - SW & TRAN C5.0 EROSION CONTROL PLAN C5.1 EC - DETAILS (1) C5.2 EC - DETAILS (2) INDIAN HILLS PARK CHEROKEE DR. E STUART ST.BROOKHAVEN CIR E.SEMINOLE DR.SEMINOLE DR.S LEMAY AVE.SPRING CREEK MALLARD,S NEST NATURAL AREA BROOKHAVEN NATURAL AREA CHEYENNE DR.SPRING C R E E K T R L E STUART ST.S LEMAY AVE.SITE AREA 906 E STUART ST, FORT COLLINS CO,80525 REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - COVER.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. UTILITY PLANS PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB STANDARD EROSION CONTROL NOTES GENERAL EROSION CONTROL REQUIREMENTS THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING. 1) THE PROPERTY OWNER, OWNER’S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT. 2) THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE APPLICABLE TO THIS PROJECT. 3) THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE. 4) THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE. PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT ACTIONS. 5) THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF CONSTRUCTION. 6) AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDERTO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 7) ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING. 8) AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 9) ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS. 10) THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS OF ENGINEERS’ 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY. 11) THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES. 12) THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED BY OTHERS. 13) ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL. 14) THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT, TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY. 15) AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESESTANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE MANUAL. 16) INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND RETAINED BY THE CONTRACTOR. 17) ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN ORDER TO ASSURE CONTINUAL 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 DRAINAGE WAY. 18) ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE TRAFFIC. 19) ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL, OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL MEASURES’ DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH SOUND ENGINEERING AND HYDROLOGICAL PRACTICES LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS 20) THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS. OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION. 21) PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, 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. THIS SHOULD INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE. 22) ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE. 23) ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. 24) NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. 25) ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE 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. 26) ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT. 27) ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES. 28) ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL. 29) ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES. 30) NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 31) ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET, THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION. VEHICLE TRACKING 32) AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM TRACKING ACTIVITIES). 33) IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING, COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO THE DRAINAGE SYSTEM. 34) CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE, ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE). 35) IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR. LOADING AND UNLOADING OPERATIONS 36) THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS, VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS 37) ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. 38) ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS, FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING, ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY SHALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING 39) PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP SPILL KITS AND SUPPLIES CLOSE. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS 40) THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT 41) ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT. 42) THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT O OTHER UNCONTROLLED LOCATIONS. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS 43) DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE. CONCRETE SAW CUTTING MATERIALS 44) SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THEIMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL. WASTE MATERIALS STORAGE AND SANITARY FACILITIES 45) TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS. 46) SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS 47) SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE’S REPORTABLE QUANTITY FOR SPILLS, STAY WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT (LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY. 48) SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE, SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES. FINAL STABILIZATION AND PROJECT COMPLETION 49) ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE FOR LONG TERM MAINTENANCE OF THOSE FACILITY. 50) ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 51) ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING. 52) SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE. 53) ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND DEPTHS REQUIREMENTS. 54) ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION. 55) ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED. 56) THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED, WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES. 57) THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR, ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED. 58) THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES. FORT COLLIN - EC-NOTES C1.1 REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - COVER.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. UTILITY PLANS PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB HCI GENERAL UTILITY NOTES: 1.ALL WATER, SANITARY SEWER AND STORM SEWER WORK SHALL COMPLY WITH THE APPROPRIATE GOVERNING AGENCIES' STANDARDS AND SPECIFICATIONS, CURRENT EDITION, PERTINENT TO EACH UTILITY. 2.THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELEVATIONS OF EXISTING SANITARY SEWER, STORM SEWER, WATER LINES AND MANHOLES TO BE TIED TO PRIOR TO CONSTRUCTION OR STAKING OF PIPE. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS. 4.THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES AND THE APPROPRIATE GOVERNING AGENCY PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING UTILITY (INCLUDING DEPTHS) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 5.THE LOCATIONS OF EXISTING UTILITIES ARE BASED UPON THE BEST AVAILABLE INFORMATION, ARE SHOWN IN AN APPROXIMATE WAY ONLY, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6.LOCATION OF ALL EXISTING UTILITIES (PRIVATE OR PUBLIC) SHALL BE IDENTIFIED AND VERIFIED BY CONTRACTOR PRIOR TO MOBILIZATION, CONSTRUCTION, OR ORDERING OF MATERIALS. THE CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL, REPLACEMENT AND DELAY RELATED TO UNVERIFIED EXISTING CONDITIONS. WHERE THE CONTRACTOR FINDS CONFLICTS OR DISCREPANCIES THEY SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. 7.THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE PROPOSED WORK. 8.PIPE BACKFILLING SHALL NOT OCCUR UNTIL PIPE HAS BEEN INSPECTED. 9.BEGIN LAYING PIPE AT THE LOWEST POINT, WITH THE BELLS POINTING UPHILL. LAY THE PIPE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. LAY PIPE TRUE TO LINE AND GRADE AS SHOWN ON THE DRAWINGS. 10.ALL STORM SEWER AND SANITARY SEWER PIPE LENGTHS AND SLOPES ARE FIGURED FROM CENTER OF MANHOLE, BEND, WYE AND THE INSIDE WALL OF INLETS. PIPE LENGTHS ARE GIVEN AS A HORIZONTAL LENGTH AND ARE APPROXIMATE. PIPE LENGTHS INCLUDE THE FLARED END SECTION. 11.ALL STORM SEWER AND SANITARY SEWER PIPE BEDDING TO BE CLASS B BEDDING ALTERNATE, UNLESS OTHERWISE NOTED. 12.RCP STORM SEWER PIPE SHALL BE CLASS III, UNLESS OTHERWISE NOTED. 13.ALL RCP SECTIONS SHALL BE JOINED IN SUCH A MANNER THAT THE ENDS ARE FULLY ENTERED AND THE INNER SURFACES ARE REASONABLY FLUSH. RUBBER GASKETS SHALL BE USED ON ALL PIPE JOINTS CONFORMING TO ASTM C-433. AVERAGE JOINT GAP THAT EXCEEDS ½ INCH SHALL BE FILLED WITH AN APPROVED FLEXIBLE PLASTIC SEALANT. 14.PVC STORM SEWER PIPES AND SANITARY MAIN / SERVICES SHALL CONFORM TO ASTM D3034 SDR 35 FOR SIZES 4-INCHES TO 15-INCHES IN DIAMETER (SOLID WALL), UNLESS OTHERWISE NOTED. GASKETS SHALL COMPLY WITH ASTM F477, CONSISTING OF A PROPERLY VULCANIZED HIGH GRADE ELASTOMERIC COMPOUND. LUBRICANTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOINTS SHALL BE IN CONFORMANCE WITH ASTM D3212. C900 PIPE USED FOR STORM SEWER CONSTRUCTION SHALL BE DR18. 15.CONSTRUCTION AND MATERIALS USED IN ALL STORM SEWER CONSTRUCTION SHALL BE PER THE APPROPRIATE GOVERNING AGENCIES STANDARDS. ALL MANHOLES SHALL HAVE SHAPED INVERTS. 16.CONSTRUCTION AND MATERIALS USED IN ALL SANITARY SEWER OR WATER MAIN CONSTRUCTION SHALL BE PER THE APPROPRIATE GOVERNING AGENCIES STANDARDS AND SPECIFICATIONS. ALL MANHOLES SHALL HAVE SHAPED INVERTS. 17.MANHOLE RIM ELEVATIONS SHOWN ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. RING AND COVER SHALL BE SET IN CENTERED CONCRETE RINGS WITH RAM-NECK FOR ADJUSTMENT TO MATCH FINAL PAVEMENT ELEVATIONS. 18.SANITARY AND STORM SEWER PIPE SHALL BE CONSTRUCTED A MINIMUM OF TEN-FEET FROM THE CENTER OF WATER LINES. EXCEPT WHERE THEY CROSS. 19.ALL WATER AND SANITARY SEWER SERVICES MUST BE INSPECTED BY THE APPROPRIATE GOVERNING AGENCIES INSPECTOR. 20.SANITARY SEWER CLEAN OUTS SHALL BE THE SAME SIZE AS THE HOST PIPE. CLEAN OUTS TO HAVE THREADED CAPS. COVERS TO BE TRAFFIC RATED AND FLUSH WITH FINISHED GRADE. 21.WATER SERVICE PIPING SHALL BE TYPE K COPPER, SOFT, UNLESS OTHERWISE NOTED. ALL WATER SERVICE PIPE SHALL BE INSTALLED WITH 5.0-FT COVER TYPICAL (4.5-FT MINIMUM) BELOW FINISHED GRADE. THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY APPROPRIATE GOVERNING AGENCY. 22.REFER TO LIGHTING PLAN FOR LOCATIONS OF LIGHT POLES. 23.WHERE APPROPRIATE, NEATLY SAW CUT ALL EXISTING CONCRETE AND ASPHALT, THE PLACEMENT OF ADDITIONAL PAVING SHALL BE DONE TO A NEAT WORK LINE, SAW CUTTING A MINIMUM OF ONE (1) FOOT. SAW CUTTING WILL NOT BE PAID FOR SEPARATELY BUT WILL BE CONSIDERED INCIDENTAL TO THE WORK. REPAIR/REPLACE ALL DISTURBED EXISTING ITEMS WITH LIKE MATERIALS AND THICKNESSES. ANY ASPHALT REMOVED IS TO BE REPLACED TO MEET THE SPECIFICATIONS OF THE COLORADO DEPT OF TRANSPORTATION. EXISTING CONCRETE PAVEMENT SHALL BE SCORED THEN BROKEN AT JOINT TO CREATE A ROUGH SURFACE FOR THE CONSTRUCTION JOINT. 24.ALL ASPHALT WORK REQUIRING PATCHING WILL BE PERFORMED TO A NEAT WORK LINE. THE EXISTING ASPHALT SHALL BE SAW CUT. ALL ASPHALT PATCH WORK SHALL BE AT LEAST 2' WIDE AFTER THE COMPLETION OF WORK. NEW CURB CAN BE PLACED FLUSH WITH THE EXISTING ASPHALT IF IT IS TO A NEAT WORK LINE. 25.ALL UTILITIES ARE BASED UPON SURFACE LOCATES AND OR RECORD MAPS. ENGINEER IS NOT RESPONSIBLE FOR INCONSISTENCIES DUE TO INACCURATE LOCATES OR RECORDS. ENGINEER RECOMMENDS ALL UTILITIES BE POTHOLED AND FIELD SURVEYED TO VERIFY THIS INFORMATION. 26.CONTRACTOR SHALL COORDINATE ALL DRY UTILITIES SERVICE AND RELOCATIONS WITH THE PROVIDERS. 27.CONTRACTOR SHALL COORDINATE RIMS OF ALL MANHOLES AND SURFACE STRUCTURES WITH ANY CHANGE IN GRADE. CONTRACTOR SHALL INCLUDE COST TO LOWER OR RAISE ALL RIMS AS NEEDED FOR NEW GRADES. 28.ALL SANITARY SEWER CLEAN OUTS (C.O.) TO BE 2-WAY AND HAVE HS-25 RATED COVERS. 29.ALL WATER INSTALLATION SHALL COMPLY WITH APPROVED PLANS. 30.ALL SANITARY SEWER FITTINGS SHALL BE AS MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER OR APPROVED EQUAL AND HAVE BELL AND / OR SPIGOT CONFIGURATIONS COMPATIBLE WITH THE PIPE. 31.4" SANITARY SEWER SERVICE SHALL HAVE A MINIMUM SLOPE OF 2.0% (1/2" PER FOOT). 6" SANITARY SEWER SERVICES SHALL HAVE A MINIMUM SLOPE OF 1.0% (1/4" PER FOOT). 32.CONTRACTOR TO VERIFY EXISTING SEWER SERVICE DEPTH AND SIZE BEFORE STARTING ANY WORK. NOTIFY ENGINEER IF ANY MODIFICATIONS NEED TO BE MADE. ALL CONNECTIONS TO EXISTING SEWER LINES SHALL BE CONFIRMED. 33.WATER LINES, METERS, TAPS AND FIRE HYDRANTS MUST BE IN CONFORMANCE WITH THE APPROPRIATE GOVERNING AGENCIES STANDARDS AND SPECIFICATIONS OR SUPPLEMENTARY STANDARDS AND SPECIFICATIONS. 34.ALL SANITARY SEWER IMPROVEMENTS MUST BE IN CONFORMANCE WITH THE APPROPRIATE GOVERNING AGENCIES STANDARDS AND SPECIFICATIONS OR SUPPLEMENTARY STANDARDS AND SPECIFICATIONS. 35.DRY UTILITY IMPROVEMENTS SHALL BE COORDINATED WITH THE PROVIDER PRIOR TO CONSTRUCTION. 36.CONTRACTOR IS RESPONSIBLE FOR COORDINATION, COMPLETION AND SUBMITTAL OF ALL DRY UTILITY (GAS, ELECTRIC, PHONE, CABLE, AND OTHER) APPLICATIONS. 37.UTILITY STUBS ARE SHOWN TO BEST AVAILABLE INFORMATION, AND MAY NOT BE SHOWN AT EXACT LOCATION, LENGTH OR DEPTH. CONTRACTOR SHALL VERIFY UTILITY STUBS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY OF AN DISCREPANCIES. FOR BIDDING PURPOSES, CONTRACTOR SHALL ASSUME THAT ALL UTILITY STUBS SHOWN ON THE PLANS HAVE NOT BEEN INSTALLED, AND THAT NEW CONNECTIONS TO THE EXISTING INFRASTRUCTURE SHALL BE MADE, UNLESS NOTED OTHERWISE. GRADING NOTES: 1.ALL EARTHWORK REQUIRED OF THIS CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS, GEOTECHNICAL INVESTIGATION FOR THE SITE AND THE APPROPRIATE GOVERNING AGENCIES STANDARDS AND SPECIFICATIONS. 2.A PRE CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE DEVELOPER, ENGINEER, CONTRACTOR AND THE APPROPRIATE GOVERNING AGENCY PRIOR TO ANY CONSTRUCTION. 3.REFER TO THE GEOTECHNICAL REPORT AND STRUCTURAL DRAWINGS FOR COMPACTION AND EARTHWORK REQUIREMENTS FOR THE BUILDING PADS AND ADJACENT AREAS. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 4.IF THE SUBGRADE SHOULD BECOME FROZEN, DESICCATED, SATURATED, OR DISTURBED, THE AFFECTED MATERIAL SHOULD BE REMOVED OR THESE MATERIALS SHOULD BE SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTED PRIOR TO FOUNDATION, FLOOR SLAB AND PAVEMENT CONSTRUCTION. 5.FILL SHOULD BE PLACED AND COMPACTED IN HORIZONTAL (8") LIFTS, USING EQUIPMENT AND PROCEDURES THAT WILL PRODUCE RECOMMENDED MOISTURE CONTENTS AND DENSITIES THROUGHOUT THE LIFT. REFER TO GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS. 6.THE PLACEMENT AND COMPACTION OF FILL AND BACKFILL SHOULD BE OBSERVED BY A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER. REFER TO THE COMPACTION REQUIREMENTS IN THE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 7.ALL SOILS USED FOR FILL AND BACKFILL MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION. THE GEOTECHNICAL ENGINEER SHALL OBSERVE AND TEST THE FILL COMPACTION, APPROVE THE FILL MATERIALS AND COMMENT, AS NEEDED, ON THE METHOD OF PLACING AND COMPACTION, IN WRITING, TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE GEOTECHNICAL ENGINEER WHEN TESTS ARE TO BE MADE. THE GEOTECHNICAL ENGINEER SHALL APPROVE ALL FOUNDATION EXCAVATIONS AND GIVE WRITTEN APPROVAL OF THE COMPLETED FOUNDATIONS TO THE ARCHITECT. QUALITY CONTROL BY AN INDEPENDENT TESTING AGENCY AND GEOTECHNICAL ENGINEER SHALL IN NO WAY RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR PERFORMING ALL WORK IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. 8.NO RUBBLE OR DEBRIS INCLUDING TIMBER, CONCRETE RUBBLE, TREES, BRUSH, AND ASPHALT SHALL BE PLACED IN THE BACKFILL UNDER ANY OF THE PROPOSED BUILDINGS, STREETS, CURB & GUTTER, SIDEWALK, DRAINAGE STRUCTURES, WITHIN FIVE (5) FEET OF A BUILDING FOOTPRINT OR BE IN THE PLACEMENT OF ANY UNCLASSIFIED FILL. PROPERLY GRADED RUBBLE MAY BE USED IN SOME LOCATIONS AS SPECIFIED AND VERIFIED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND HAULING OF SUCH MATERIALS TO A SUITABLE SPOIL AREA. COSTS ASSOCIATED WITH THE REMOVAL OF SUCH MATERIALS SHALL BE PAID FOR AS DOCUMENTED IN THE PROJECT SPECIFICATIONS. 9.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, MAINTENANCE AND OPERATION OF ANY REQUIRED DEWATERING SYSTEM. THE CONTRACTOR SHALL PERFORM SUCH INDEPENDENT INVESTIGATION AS DEEMED NECESSARY TO DETERMINE THE SUBSURFACE GROUNDWATER CONDITIONS AND UNSTABLE SOIL CONDITIONS TO BE ENCOUNTERED THROUGHOUT THE CONSTRUCTION. 10.IMMEDIATELY PUMP OR BAIL OUT WATER FOUND IN EXCAVATIONS, WHETHER RAIN OR SEEPAGE. EXCAVATIONS MUST BE KEPT FREE FROM WATER AT ALL TIMES. TAKE ALL MEASURES AND FURNISH ALL EQUIPMENT AND LABOR NECESSARY TO CONTROL THE FLOW, DRAINAGE AND ACCUMULATION OF WATER AS REQUIRED TO PERMIT COMPLETION OF THE WORK AND TO AVOID DAMAGE TO THE WORK. CONTRACTOR SHALL COMPLY WITH ALL CDPHE AND OSHA RULES AND REGULATIONS AT ALL TIMES. 11.WHEN FREEZING TEMPERATURES MAY BE EXPECTED, DO NOT EXCAVATE TO THE FULL DEPTH INDICATED UNLESS THE FOOTING OR SLABS ARE TO BE POURED IMMEDIATELY AFTER THE EXCAVATION HAS BEEN COMPLETED. IF PLACING OF CONCRETE IS DELAYED, PROTECT THE BOTTOMS OF EXCAVATIONS FROM FROST UNTIL CONCRETE IS PLACED. 12.NO FILL MATERIAL SHALL BE PLACED, SPREAD OR ROLLED WHILE IT IS FROZEN OR THAWING OR DURING UNFAVORABLE WEATHER CONDITIONS. WHEN THE WORK IN PROGRESS IS INTERRUPTED BY HEAVY RAIN, FILL OPERATIONS SHALL NOT BE RESUMED UNTIL THE GEOTECHNICAL ENGINEER INDICATES THAT THE MOISTURE CONTENT AND DENSITY OF THE PREVIOUSLY PLACED FILL ARE AS SPECIFIED. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION OF ADEQUATE SHORING AND/OR BRACING NECESSARY TO FACILITATE THE EXCAVATION ASSOCIATED WITH THE CONSTRUCTION OF THE WALLS, PIPELINES AND FOUNDATIONS. THE BRACING AND/OR SHORING OF EXCAVATED WALLS OR TRENCHES SHALL BE IN COMPLIANCE WITH OSHA REGULATIONS AND SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE COST OF SHORING AND/OR BRACING SHALL BE INCLUDED IN THE COST OF THE SPECIFIC CONSTRUCTION ITEM REQUIRING THE SHORING AND/OR BRACING. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND HAULING OF UNSUITABLE FILL MATERIALS TO A SUITABLE SPOIL AREA. EXCESS EXCAVATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AT THE CONTRACTOR'S EXPENSE. THE COST OF HAULAGE AND SPOILING OF EXCESS EXCAVATED MATERIALS SHALL BE PAID FOR AS DOCUMENTED IN THE PROJECT SPECIFICATIONS. 15.THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE SITE PRIOR TO BIDDING TO VERIFY SITE CONDITIONS. 16.PROPOSED GRADING CONTOURS SHOWN ON THE PLAN ARE TO FINAL GRADE. 17.ALL VERTICAL SPOT ELEVATIONS SHOWN ON THE GRADING PLAN ARE FLOWLINE OF CURB (FL), UNLESS OTHERWISE NOTED. 18.ALL SLOPES EQUAL TO OR GREATER THAN 4:1 SHALL REQUIRE EROSION CONTROL BLANKET, NORTH AMERICAN GREEN SC150BN DOUBLE NETTED OR EQUAL AS A TEMPORARY STABILIZATION MEASURE. 19.ALL SURFACES NOT RECEIVING PAVEMENT OR OTHER TREATMENT SHALL BE SEEDED AND MULCHED. 20.BUILDING CONTRACTOR(S) WILL BE RESPONSIBLE FOR CONSTRUCTING POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 21.SIDEWALK SLOPES SHALL NOT EXCEED 2.0% MAXIMUM CROSS SLOPES AND 5.0% MAXIMUM LONGITUDINAL SLOPES, UNLESS OTHERWISE NOTED. THE SLOPE IN THE HANDICAP PARKING SPACES AND ASSOCIATED STRIPED ISLAND SHALL NOT EXCEED 2.0%. 22.APPROXIMATE AREA TO BE DISTURBED = 0.28 ACRES 23.THESE PLANS HAVE BEEN PREPARED BY HCI ENGINEERING IN ACCORDANCE WITH AND IN RELIANCE UPON THE GEOTECHNICAL STUDY AND RECOMMENDATIONS. THE CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT FOR PAVEMENT DESIGN AND RECOMMENDATIONS REGARDING EXCAVATION, COMPACTION, MATERIALS, EMBANKMENT, PAVEMENT SUBEXCAVATION, MOISTURE CONTROL, AND TOPSOIL REMOVAL AND REPLACEMENT. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF DISCREPANCIES BETWEEN THE GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS OF THESE CONSTRUCTION DRAWINGS. 24.CONTRACTOR SHALL PROVIDE A 2-FOOT MINIMUM ASPHALT PATCH AT ALL NEW FLATWORK (SIDEWALK, CURB AND GUTTER, CROSS PANS, ETC..) TO EXISTING PAVEMENT LOCATIONS. THE PATCH SHALL MATCH EXISTING PAVEMENT THICKNESS, RECOMMENDATIONS PER GEOTECHNICAL REPORT OR JURISDICTIONAL STANDARDS WHICHEVER IS MOST CONSERVATIVE. IF REQUIRED, THE PATCH SHALL BE UP-SIZED AS NEED TO ENSURE GRADE SLOPES BETWEEN FLATWORK AND EXISTING PAVEMENT ARE NOT GREATER THAN 5% AND LESS THAN 2.0%. CONTRACTOR SHALL COMPLETE A FIELD INSPECTION TO DETERMINE IS ADDED PAVEMENT PATCH WORK IS NEEDED. 25.GRADING AND FORM CHECK SHALL BE PROVIDED TO ENGINEER PRIOR TO INSTALLATION AND POURING OF ADA RAMPS AND PARKING STALLS. 26.CONTRACTOR SHALL PROVIDE ENGINEER WITH TOPOGRAPHIC AS-BUILT SURVEY OF ALL CRITICAL PEDESTRIAN PATHS, RAMPS AND STRUCTURE THRESHOLDS TO ENSURE CONFORMANCE WITH ADA CRITERIA. SIGNAGE AND STRIPING NOTES: 1.ALL TRAFFIC CONTROL, TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVISES (MUTCD), THE CURRENT COLORADO SUPPLEMENT AND THE APPROVED PLANS. 2.THE PAVEMENT MARKING PAINT SHALL BE ALKYD-RESIN TYPE, READY MIXED COMPLYING WITH AASHTO M248, TYPE I, COLOR AS NOTED ON PLANS OR CHLORINATED-RUBBER BASE TRAFFIC LANE MARKING PAINT, FACTORY-MIXED, QUICK-DRYING AND NON-BLEEDING. 3.INSTALL THE PAVEMENT MARKING PAINT PER THE MANUFACTURER'S RECOMMENDATIONS. 4.APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. APPLY IN TWO COATS AT MANUFACTURER'S RECOMMENDED RESULTS. SWEEP AND CLEAN SURFACE PRIOR TO PAINTING TO ELIMINATE LOOSE MATERIAL AND DUST. 5.STRIPING SHALL BE DONE WHEN THE AIR AND PAVEMENT TEMPERATURES ARE AT LEAST 50F OR AS RECOMMENDED BY THE MANUFACTURER. THE PAVEMENT SURFACE AND WEATHER CONDITIONS SHALL BE CONDUCIVE TO SATISFACTORY RESULTS. 6.STOP SIGN PLACEMENT LOCATIONS SHALL BE PER SECTION 2B-9 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION AND CDoT S-614-1. 7.EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED DESIGN SHALL BE REMOVED BY A WATER OR SAND BLAST METHOD THAT WILL NOT DETERIORATE THE PAVEMENT, AS APPROVED BY THE ENGINEER. 8.HANDICAP PARKING SIGNS SHALL BE LOCATED AT EACH HANDICAP PARKING SPACE. 9.ALL PAVEMENT MARKINGS FOR PARKING SPACES AND PAINTED ISLANDS SHALL BE 4-INCH WIDE WHITE STRIPES, UNLESS OTHERWISE NOTED. 10.STRIPED ISLANDS: 4” WIDE WHITE PAINTED STRIPES @ 36” O.C. TYPICAL, PAINTED AT A 45 DEGREE ANGLE TO PARKING SPACE LINE. 11.CONTRACTOR TO VERIFY FIRE LANE PAINT AND SIGN LOCATIONS WITH FIRE DEPARTMENT PRIOR TO INSTALLATION. DEMOLITION NOTES: 1.TREE REMOVAL/RELOCATION SHALL BE COORDINATED WITH LANDSCAPE PLANS AND OWNER'S REPRESENTATIVE. 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY THE EXTENTS OF REQUIRED DEMOLITION PRIOR TO CONSTRUCTION. ADDITIONAL SCOPE MAY BE REQUIRED THAN SHOWN HEREON. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WITH STRUCTURAL MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPING AND ARCHITECTURAL DRAWINGS. 2.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES PRIOR TO CONSTRUCTION. 3.HCI ENGINEERING HAS NOT CONDUCTED ANY ON SITE INVESTIGATION FOR EXISTING UTILITIES. ADDITIONAL UTILITIES, IN USE OR ABANDONED, MIGHT EXIST ON, NEAR OR CROSSING THE SUBJECT PROPERTY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT ON SITE INVESTIGATION FOR UNKNOWN UTILITIES AND CONFIRM UTILITY LOCATIONS SHOWN HEREON. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCY. 4.CONTRACTOR SHALL PRESERVE EXISTING VEGETATION OUTSIDE OF THE PROJECT LIMITS. ANY DAMAGE TO VEGETATION OR SITE IMPROVEMENTS OUTSIDE OF THE PROJECT LIMITS DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE. 5.BARRIERS/FENCING SHALL BE PROVIDED PRIOR TO SITE DEMOLITION TO PROVIDE FOR SAFETY OF WORKERS AND PASSERSBY. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ROUTES DURING CONSTRUCTION. 6.THE CONTRACTOR SHALL SUBMIT A DETAIL DEMOLITION PLAN OUTLINING REMOVAL. 7.THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL DURING DEMOLITION TO INCLUDE COVERING TRUCKS HAULING DEBRIS OFFSITE, PERIODICALLY CLEANING AND SWEEPING ADJACENT STREETS AND DRIVES AND/OR USING DUST PALLIATIVE AS NEEDED. 8.THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT PAVEMENT AT DEMOLITION LIMITS. APPLY SS-1 TACKCOAT AT EDGE PRIOR TO PLACING NEW ASPHALT. 9.EXISTING CONCRETE AT DEMOLITION LIMITS SHALL BE SCORED THEN BROKEN AT THE JOINT TO CREATE A ROUGH SURFACE TO ACCEPT NEW CONCRETE. 10.THE CONTRACTOR SHALL REFER TO PROJECT SPECIFICATIONS FOR THE DISPOSAL OF ALL DEMOLISHED ITEMS. 11.THOROUGHLY CLEAN ALL AREAS, SURFACES, BUILDINGS AND STRUCTURES IMPACTED BY DEMOLITION ACTIVITIES PRIOR TO START OF NEW CONSTRUCTION. 12.DEMOLITION SHALL INCLUDE (AT A MINIMUM): ·REMOVAL OF IRRIGATION SYSTEM LINE AND APPURTENANCES ·REMOVAL AND/OR ABANDONING STORM LINE (VIA FLOW FILL AND CAPPING). ·REMOVAL AND/OR ABANDONING WATER LINE (VIA FLOW FILL AND CAPPING). ·REMOVAL/RELOCATION OF ELECTRIC, GAS AND TELECOMMUNICATION LINES IN COORDINATION WITH THE UTILITY OWNER. ·REMOVAL OF ASPHALT, CONCRETE, AND OR GRAVEL SURFACES. ·REMOVAL OF LANDSCAPING FEATURES (E.G. SITE WALLS, FENCES, BOULDERS, PAVERS, GARDEN BEDS) ·REMOVAL OR TREES, BUSHES AND FOLIAGE, AS DIRECTED BY LANDSCAPE. TREE REMOVAL OR TRANSPLANTING SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND LANDSCAPE. ·REMOVAL OF ANY UNSATISFACTORY SOIL, AS IDENTIFIED BY THE GEOTECHNICAL ENGINEER. HCI NOTES C1.2 SS REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD -DEMO PLAN.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. UTILITY PLANS PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB N 30'20'10'0' SCALE: 1" = 10' DEMO PLAN C1.3 SS M CO CO PRO.16.00' PAVER DRIVE WAY PRO.4.00' SIDEWALK RAMP W/ HANDRAILS PRO.5.00' SIDEWALK PRO.16.00' ACCESS PRO.SIDEWALK TIE TO EXIST PRO.4.00' SIDEWALK 8.50' 8.50' 18.00' 5.00' 18.00' PARKING STALLS WEST TO ACCOMMODATE ACCESS DRIVE PRO.LANDSCAPE PLANTING/MULCH AREAS PRO.GREEN SPACE PROVIDED TO RETAIN CANOPY TREES PRO.(4) STALL ENCLOSED BIKE RACK ON PAD RE: ARCH PRO.STREET/TREE LAWN AREA (2) STALL FIXED BIKE RACK, DIRECT BURIAL RE: ARCH 3.00'3.00' PRO. 26 F.L.CURB FLOWLINE PRO.38.00' STUART STREET RIGHT OF WAY BY SEPARATE DOCUMENT PRO.9.00' UTILITY EASEMENT BY SEPARATE DOCUMENT R10.00'R10.00' PRO. 3644 SF. PERMEABLE PAVERS 20.00' 3.0' 16.00'3.0' PRO. SSWER CLEANOUT PRO. CLEANOUT MH PRO. CLEANOUT MH 7.00' 17.52' PRO. TRANSFORMER PRO. 6" STEP REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - SITE PLAN.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. UTILITY PLANS PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB N 30'20'10'0' SCALE: 1" = 10' SITE PLAN C2.0 PRO.1.5" DOMESTIC METER SS M CO CO 80.75 80.75 80.51 80.75 MATCH EX. 4980.27 80.37 MATCH EX. 4980.50 80.70 81.68 80.63 81.737.4%5.9%5.8%5.2% 1.1% 0 . 2% 0 . 2% 0 . 2%0.5%1.6%1.6%1.5%FFE = 4980.75 80.70 80.75 80.66 81.68 81.57 MATCH EX. 4981.62 MATCH EX. 4981.55 1.5%80.71 81.65 81.58 81.65 MATCH EX. 4981.7081.68 MATCH EX. 4981.64 MATCH EX. 4981.65 MATCH EX. 4981.09 80.43MATCH EX. 4980.02 MATCH EX. 4980.04 80.70 80.69 80.75 80.75 80.75 80.70 80.70 80.69 80.69 80.7280.71 80.69 80.59 80.75 81.72 80.70 80.75 80.7480.74 80.7480.7480.74 80.74 80.70 1.5%1.4%0.9%1.4%1.2%8.0%0.5%0.5%0.9%0.1%0.1%0.1%0.2%0.3%15.5%PRO. SWALE W/ UNDERDRAIN PRO. SWALE W/ UNDERDRAIN 80.70 81.67 81.67 80.6880.68 80.63 80.66 80.66 81.16 81.16 81.19 81.19 81.69 81.69 80.75 80.75MATCH EX. 4980.19 80.63 80.55 80.58 80.32 1.2% N REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - GRADING PLAN.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. UTILITY PLANS PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB N 30'20'10'0' SCALE: 1" = 10' GRADING PLAN C2.1 DRAINAGE LEGEND DRAINAGE BASIN FLOW ARROW BASIN ID C100AREA (AC) C10 MAJOR BASIN BOUNDARY B3-6 2.8 0.47 0.76 PRO. 0.32 0.40 0.52 XXXX 5421 5420 XXXSLOPE MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION SSWATWATWATWATWATWATMWFWFWFCO CO PRO. 1.5" WATER METER W/74 L.F. TYPE "K" COOPER SERVICE LINE PRO. SSWER CLEANOUT PRO. CLEANOUT MH PRO. CLEANOUT MH PRO. 27 L.F. 6" DIP FIRE LINE PRO. 28 L.F. 4" PERFORATED PVC UNDERDRAIN @ 0.50% MIN. PRO. 45 L.F. 4" PERFORATED PVC UNDERDRAIN @ 0.50% MIN. PRO. TRANSFORMER PRO.38.00' STUART STREET RIGHT OF WAY BY SEPARATE DOCUMENT PRO.9.00' UTILITY EASEMENT BY SEPARATE DOCUMENT PRO. 8 L.F. 4" PVC UNDER BIKE PAD @ 0.50% MIN. PRO. 4 L.F. 4" PVC UNDER SIDEWALK @ 0.50% MIN. N 30'20'10'0' SCALE: 1" = 10' REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - UTILITY PLAN.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. UTILITY PLANS PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB GAS SAN W W W ELEC STORM SEWER SANITARY SEWER WATER LINE GAS LINE ELECTRICAL ELECTRICAL BOX SITE LIGHT MANHOLES GATE VALVE CLEAN OUT PROPOSED FIRE HYDRANT WATER METER ST SS HY DUGTFIBER OPTIC LINE UTILITY LEGEND BASIS OF BEARING: THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 24 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., BEING MONUMENTED AS SHOWN HEREON, BEARS S89°56'00"W PER QUIT CLAIM DEED RECORDED AT REC. # 20200011699, LARIMER COUNTY RECORDS. BENCHMARK: PROJECT DATUM: NAVD88 FORT COLLINS SURVEY MONUMENT, BENCHMARK #15-97 -ELEVATION: 4995.75' NAVD 88 DATUM, PER FORT COLLINS DATASHET TEMPORARY BENCHMARK (T.B.M.): THE TOP OF THE SET 5/8" REBAR AND CAP, PLS 6973, AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL. ELEVATION: 4981.59' UTILITY PLAN C3.0 REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21 - 23 - CD - DETAILS.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig.UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB DETAILS - WATER & WW C4.0 REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21 - 23 - CD - DETAILS.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig.UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB DETAILS - SW & TRAN C4.1 VARIES 8" EX. GRA D E PROVIDE 1/2" - 3/4" WASHED CRUSHED GRAVEL 4" ADS PERFORATED PIPE, SLOPE TO FOLLOW SWALE LINE NOTES: 1.COMPACT SUB-GRADE PER GEOTECH REPORT. 2.LINE TRENCH WITH PERMEABLE GEOTEXTILE. Scale: N.T.S. 4" SWALE UNDERDRAINA SSWATWATWATWATWATWATMWFWFWFCO CO LOC DTC CWA FC VTC SSA SCL CS CS N REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21-23 - CD - EROSION CONTROL PLAN.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. UTILITY PLANS PLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT A PART OF TRACT 7, EAST ACRES LYING IN THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 24, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO 906 E. STUART ST., FORT COLLINS COLORADO UTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, CONumber: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUB N 30'20'10'0' SCALE: 1" = 10' EROSION CONTROL PLAN C5.0 BMP LEGEND CONCRETE WASHOUT AREA CONSTRUCTION FENCE CURB SOCK-INLET PROTECTION INLET PROTECTION SEDIMENT CONTROL LOG STABILIZED STAGING AREA VEHICLE TRACING CONTROL LIMITS OF CONSTRUCTION CWA CF CS IP SCL SSA VTC LOC DESCRIPTIONLABELSYMBOL DEBRIS/TRASH CONTROLDTC BMP CUT/ FILL VOLUMES CUT (C.Y.)FILL (C.Y.)NET (C.Y.) 34 28 6 TOTAL AREA OF DISTURBANCE = 0.28 AC CUT/FILL VOLUMES FOR REFERENCE ONLY, CONTRACTOR TO PERFORM OWN EARTH WORK CALCULATIONS. BMP'S TAKEOFF BMP QUANTITY CF 490 LF VTC 1 EA. SSA 293 SF CWA 1 EA. CS 4 EA. SCL 284 LF LOC 0.28 AC / 12,197 SF PROPOSED CONTOURS MAJOR PROPOSED CONTOURS MINOR GRADING LEGEND 5280 5279 BMP INSTALLATION SCHEDULE ORDER INSTALLATION ORDER/ TIME LINE 1 INSTALLATION OF CONSTRUCTION FENCE (CF), PERIMETER CURB SOCKS (CS), SEDIMENT CONTROL LOGS (HEAVY WATTLES) (SCL) AND INLET PROTECTION (IP) 2 INSTALLATION OF THE SITE VEHICLE TRACKING CONTROL (VTC) 3 INSTALLATION OF THE SITE STABILIZED STAGING AREA (SSA) ONCE THE AREA FOR THE SSA HAS BEEN CLEARED AND GRUBBED, SURFACE ROUGHENING ALL SOILS 4 INSTALLATION OF THE SITE CONCRETE WASHOUT AREA (CWA), THE CWA SHALL BE ACCESSIBLE FROM THE VTC 5 INSTALLATION OF THE SEDIMENT CONTROL LOGS (SCL) AROUND ANY STOCKPILING AND CURB SOCKS (CS) AROUND ANY SOILS ON PAVED SURFACES 6 INSTALLATION OF DIVERSION DIKES (DD), AND EROSION CONTROL BLANKETS (ECB)* 7 REMOVE THE SSA, VTC, SCL AND IP TO ALLOW FOR PAVING. PAVING SHOULD COMMENCE IMMEDIATELY ALLOWING NO LAG TIME FOR EROSION CONTAMINATION DUE TO THE REMOVAL OF THESE BMP'S. 8 ONCE PAVING IS COMPLETED RE-INSTALL CS (CURB SOCKS ON PAVED SURFACE AROUND ANY STOCK PILE AND INLET PROTECTION) 9 REMOVE CF, SCL, IP AND CS ONCE THE FINAL STABILIZATION IS COMPLETE AND NO DISTURBED SOILS ARE EXPOSED BASIS OF BEARING: THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 24 TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., BEING MONUMENTED AS SHOWN HEREON, BEARS S89°56'00"W PER QUIT CLAIM DEED RECORDED AT REC. # 20200011699, LARIMER COUNTY RECORDS. BENCHMARK: PROJECT DATUM: NAVD88 FORT COLLINS SURVEY MONUMENT, BENCHMARK #15-97 -ELEVATION: 4995.75' NAVD 88 DATUM, PER FORT COLLINS DATASHET TEMPORARY BENCHMARK (T.B.M.): THE TOP OF THE SET 5/8" REBAR AND CAP, PLS 6973, AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL. ELEVATION: 4981.59' REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21 - 23 - CD - EC DETIALS.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. Number: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUBUTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, COEC - DETAILS (1) C5.1 REVISIONS: Drawn By: Sheet Sheet Name: No.Date:Description:FILENAME: U:\HCI Engineering Projects\2021\21_23 906 E. Stuart St\CAD\Plans\21 - 23 - CD - EC DETIALS.dwg PLOTDATE: 2021-11-11 Checked By: Date Issued: Project No: CALL 811 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's below, Call before you dig. Number: A DIVISION OF HABERER CARPENTRY INC. 621 SOUTHPARK DR., SUITE 1600 LITTLETON CO, 80120 PHONE: (303) 979-3900 INFO@HABERERGROUP.COM HCI 21_23 1 07.30.21 1ST SUB 11/11/2021 KZH TGG 2 09.17.21 2ND SUB 3 11.17.21 3RD SUBUTILITY PLANSPLANETSCALE LIVING - AFFORDABLE HOUSING PROJECT906 E. STUART ST., FORT COLLINS, COEC - DETAILS (2) C5.2