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HomeMy WebLinkAboutBLOOM FILING FOUR - PDP230003 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS N S EW PRELIMINARY ENGINEERING PLANS FOR BLOOM MULTI-FAMILY DEVELOPMENT A PARCEL OF LAND IN THE TOWN OF TIMNATH, COUNTY OF LARIMER, COLORADO, SITUATED IN THE SOUTHWEST HALF OF SECTION 9, TOWNSHIP 7 NORTH (T.6N), RANGE 68 WEST (R.68W) OF THE 6TH PRINCIPAL MERIDIAN (6TH P.M.), CITY OF FORT COLLINS, COLORADO VICINITY MAP SCALE: 1" = 1000'COVER SHEETN/A N/A 1 CV01 OWNER / APPLICANT HARTFORD ACQUISITIONS, LLC 4801 GOODMAN ROAD TIMNATH, CO 80547 PHONE: (970) 614-4219 CONTACT: DAVE DERBES CIVIL ENGINEER CIVILWORX, LLC 4025 AUTOMATION WAY, SUITE B2 FORT COLLINS, CO 80525 PHONE: (970) 698-6046 CONTACT: SHANE BOYLE SURVEYORS GALLOWAY 5265 RONALD REAGAN BLVD., SUITE 210 JOHNSTOWN, CO 80534 PHONE: (970) 800-3300 CONTACT: READE ROSELLES PROJECT TEAM UTILITY PROVIDER CONTACT PHONE WATER EAST LARIMER COUNTY WATER DISTRICT MIKE SCHEID (970) 493-2044 WASTEWATER BOXELDER SANITATION DISTRICT BRIAN ZICK (970) 498-0604 STORMWATER CITY OF FORT COLLINS WES LAMARQUE (970) 212-2900 POWER CITY OF FORT COLLINS TYLER SIEGMUND (970) 416-2772 NATURAL GAS XCEL ENERGY RIGGEN BIPPUS (970) 408-1289 TELECOM/CABLE CENTURYLINK BOB RULI (970) 988-2120 Note: All utility providers listed herein is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and completeness of the information shown. UTILITY PROVIDERS PROJECT COORDINATES SITE PROJECT All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BLOOM MULTI-FAMILY DEVELOPMENTC22026 HARTFORD HOMES01/24/202334 PRELIMINARY NOT FOR CONSTRUCTION PLAT SURVEYORS MAJESTIC SURVEYING 1111 DIAMOND VALLEY DR., SUITE 104 WINDSOR, CO 80550 PHONE: (970) 833-5698 CONTACT: STEVE PARKS Sheet List Table Sheet Title Sheet Number Sheet Description CV01 1 COVER SHEET GN01 2 GENERAL NOTES GN02 3 EX01 4 EXISTING CONDITIONS & DEMOLITION PLAN GR01 5 GRADING PLAN GR02 6 GRADING PLAN GR03 7 GRADING PLAN GR04 8 GRADING PLAN GR05 9 GRADING PLAN GR06 10 GRADING PLAN GR07 11 GRADING PLAN DN01 12 DRAINAGE PLAN EC01 13 EROSION CONTROL PLAN - INITIAL EC02 14 EROSION CONTROL PLAN - INTERIM EC03 15 EROSION CONTROL PLAN - FINAL UT01 16 UTILITY PLAN SS01 17 SANITARY SEWER PLAN & PROFILE SS02 18 SEWER PLANS & PROFILES WT01 19 WATER PLAN & PROFILE WT02 20 WATER PLANS & PROFILES WT03 21 WATER PLANS & PROFILES WT04 22 WATER PLANS & PROFILES WT05 23 WATER PLANS & PROFILES WT06 24 WATER PLAN & PROFILE WT07 25 FIRE HYDRANT WATER PLANS SD01 26 STORM DRAIN PLANS & PROFILES SD02 27 STORM DRAIN PLANS & PROFILES SD03 28 STORM DRAIN PLANS & PROFILES DT01 29 CONSTRUCTION DETAILS DT02 30 CONSTRUCTION DETAILS DT03 31 CONSTRUCTION DETAILS DT04 32 CONSTRUCTION DETAILS DT05 33 CONSTRUCTION DETAILS DT06 34 CONSTRUCTION DETAILS 7 QUARTER Please add basis of bearings and two benchmarks. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:02/17/2023 PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BLOOM MULTI-FAMILY DEVELOPMENTC22026 HARTFORD HOMES01/24/202334 PRELIMINARY NOT FOR CONSTRUCTIONGENERAL NOTESN/A N/A 2 GN01 BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES: 1.EXISTING UTILITY LOCATES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY ALL AFFECTED UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. IN THE EVENT OF DAMAGE TO ANY EXISTING UTILITY, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF THE UTILITY INVOLVED AND UNLESS AUTHORIZED IN WRITING BY THE OWNER OF THE SUBJECT UTILITY, SHALL NOT ATTEMPT TO MAKE REPAIRS. THE COST OF REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.DISTRICT OWNED EASEMENT PICTURES: CONTRACTOR TO PROVIDE SEQUENTIAL DIGITAL PICTURES SPACED AT NO MORE THAN 300 FEET DETAILING CONDITIONS OF THE OFF-SITE BOXELDER OWNED EASEMENT CONDITIONS AND ANY STRUCTURES THAT COULD BE AFFECTED, TO THE DISTRICT AND THE PROPERTY OWNER PRIOR TO THE START OF ANY OFF-SITE WORK. THESE PICTURES SHALL INCLUDE ALL EXISTING FENCE, DITCHES, DITCH STRUCTURES, OUT BUILDINGS, WATER TROUGHS, TREES AND ALL OTHER LANDSCAPING. PICTURES ARE TO BE PLACED AT NO MORE THAN FOUR (4) PICTURES ON A 11X8 SHEET OF PHOTO PAPER INSERTED INTO TRANSPARENT SLEEVES AND DELIVERED WITH THE DRAWINGS OF RECORD IN A THREE (3) RING BINDER. 3.PROTECTION OF PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE. 4.SAFETY: ALL SEWER MAIN INSTALLATION WITHIN THE DISTRICT SHALL BE SUBJECT TO CURRENT (OCCUPATIONAL SAFETY AND HEATH ASSOCIATION (OSHA) AND THE COLORADO SAFETY ASSOCIATION, (CSA) SAFETY REQUIREMENTS. CONTRACTOR SHALL ALSO COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS SET FORTH BY CITY, COUNTY, STATE AND FEDERAL AGENCIES HAVING APPLICABLE AUTHORITY. 5.START OF CONSTRUCTION: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR DESIGN REVIEW OF THE DISTRICT. THE DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. 6.ROAD EXCAVATION PERMITS: IN EVENT THAT STATE, COUNTY OR CITY ROAD EXCAVATION PERMIT(S) ARE REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ROAD PERMITS WHICH MAY BE REQUIRED. 7.OTHER PERMITS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR CONSTRUCTION. 8.REVISIONS: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE GIVEN. ALL REQUESTS FOR FIELD REVISION SHALL BE MADE IN WRITING ACCOMPANIED BY PROPOSED CHANGE INDICATED ON COPY OF THE APPROVED DESIGN DRAWINGS. ANY FIELD REVISION APPROVED AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE DRAWINGS OF RECORD. S:\DEVELOPMENT\ENGINEERING-DESIGN-PROCESS\CONSTRUCTION-DWG-NOTES&SPECS.DOC 1 9.MATERIALS: PLASTIC PIPE –ALL GRAVITY SANITARY SEWER PIPING SHALL BE POLYVINYL CHLORIDE (PVC) UNLESS OTHERWISE NOTED ON THE APPROVED DRAWINGS. PIPE 15” AND SMALLER SHALL CONFORM TO ASTM D3034, TYPE PSM, AND SDR 35. PIPE 18” AND LARGER SHALL CONFORM TO ASTM F679. ALL FITTINGS SHALL BE (PVC) UNLESS OTHERWISE NOTED. 10.PIPE COVER: A MINIMUM COVER OF 3-1/2 FEET OF COVER SHALL BE MAINTAINED THROUGHOUT THE SEWER LINE AND SERVICE LINE INSTALLATION. 11.BEDDING: ALL SEWER MAIN INSTALLATION SHALL INCLUDE BEDDING. BEDDING SHALL BE 3/4" WASHED ROCK UNIFORMLY GRADED AND COMPACTED. REFER TO FORCE MAIN DESIGN FOR FORCE MAIN BEDDING REQUIREMENTS. TRENCH SHALL BE EXCAVATED TO A DEPTH BELOW ESTABLISHED GRADE EQUAL TO ¼ OF PIPE DIAMETER (MIN. 4”). BELL DEPRESSIONS SHALL BE PROVIDED FOR ALL JOINTS. IN EVENT THAT UNSTABLE TRENCH CONDITIONS ARE ENCOUNTERED AT PIPELINE GRADE 1-1/2” UNIFORMLY GRADED WASHED ROCK SHALL BE USED FOR STABILIZATION. BEDDING MATERIAL SHALL BE PLACED AND COMPACTED UNDER AND AROUND SIDES OF THE PIPE. PLACE BEDDING IN SUCH A MANNER AS TO PROVIDE SOLID, UNIFORM BEARING SURFACE FOR FULL LENGTH OF BARREL. MINIMUM 30” INITIAL LIFT ABOVE PIPE BEFORE OTHER THAN HAND COMPACTION EQUIPMENT IS TO BE USED. NOTE MAXIMUM TRENCH WIDTH DETAIL. 12.BACKFILL: BACKFILLING OF TRENCH SHALL BE PERFORMED AS SOON AS PRACTICAL, SUBSEQUENT TO INSPECTION AND APPROVAL. BACKFILLING OF ACCEPTABLE MATERIAL SHALL NOT BE PLACED IN LIFTS OF GREATER THAN ONE (1) FOOT. BACKFILL SHALL BE COMPACTED TO 95% OF OPTIMUM DENSITY IN ROADWAY AND RESIDENTIAL AREAS AND 90% IN ALL OFF-SITE EASEMENT AREAS UNLESS OTHERWISE NOTED. COMPACTION TESTING OF BEDDING AND BACK FILL SHALL BE AT LEAST FIVE TESTS PER 1,000 FEET AND AT VARYING DEPTHS AND LOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE AUTHORITY OR AS REQUIRED IN PROJECT SPECIFIC SPECIFICATIONS. 13.CONCRETE: ALL CONCRETE CONSTRUCTION SHALL BE COMPLETED UTILIZING 3,000 PSI AT TWENTY-EIGHT (28) DAYS OR EQUAL CONCRETE. 14.PAVEMENT OR OTHER REPAIRS: IN EVENT THAT ASPHALT OR CONCRETE PAVEMENT, SIDEWALKS, STORM SEWERS, WATERLINE OR ANY OTHER PUBLIC OR PRIVATELY OWNED PROPERTY IS DAMAGED OR REQUIRES RECONSTRUCTION DUE TO THE WORK, REPAIRS OR REPLACEMENT WILL BE MADE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPROPRIATE GOVERNING AUTHORITY. PRIVATE PROPERTY WILL BE RETURNED TO ITS ORIGINAL CONDITION OR AS CLOSE TO ORIGINAL CONDITION AS REASONABLY POSSIBLE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 15.SERVICE TAPS ON EXISTING LINES: ALL TAPS MADE ON EXISTING LINES SHALL BE COMPLETED AT DEVELOPER’S EXPENSE BY DISTRICT PERSONNEL OR THE DISTRICT’S AUTHORIZED CONTRACTOR WITH NO EXCEPTION. 16.INSPECTION: CONSTRUCTION SHALL CONFORM TO DISTRICT STANDARDS AND SPECIFICATIONS OR PROJECT SPECIFIC SPECIFICATIONS AT ALL TIMES. THE DISTRICT SHALL INSPECT THE CONSTRUCTION AS NECESSARY AND SHALL OBSERVE ALL LINE TESTING. THE DISTRICT SHALL HAVE THE AUTHORITY TO ASCERTAIN THAT ALL CONSTRUCTION OF FACILITIES IS EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION REQUIREMENTS AS SET FORTH IN: S:\DEVELOPMENT\ENGINEERING-DESIGN-PROCESS\CONSTRUCTION-DWG-NOTES&SPECS.DOC 2 S:\DEVELOPMENT\ENGINEERING-DESIGN-PROCESS\CONSTRUCTION-DWG-NOTES&SPECS.DOC 3 17.TESTING: ALL LINES SHALL BE PRESSURE TESTED AND FLUSHED BY THE CONTRACTOR IN ACCORDANCE WITH DISTRICT STANDARDS AND SPECIFICATIONS AND UNDER THE DISTRICT’S SUPERVISION. UPON PASSING, COPIES OF ALL PASSING TEST RESULTS INCLUDING SOILS COMPACTION IN THE AREA OF SEWER MAIN CONSTRUCTION SHALL BE PROVIDED TO THE DISTRICT. 18.ACCEPTANCE: UPON COMPLETION OF ALL UTILITY CONSTRUCTION (SEWER AND OTHER) AND FULFILLMENT OF ALL DISTRICT REQUIREMENTS, PRELIMINARY ACCEPTANCE OF NEW SEWER SYSTEM IMPROVEMENTS WILL OCCUR IN ACCORDANCE WITH DISTRICT’S ACCEPTANCE PROCEDURE. 19.WARRANTY: THE CONTRACTOR SHALL WARRANT THE MATERIALS, INSTALLATION, WORKMANSHIP AND SURFACE RESTORATION FOR A PERIOD OF TWO YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING THIS WARRANTY PERIOD THE DEVELOPER SHALL PROMPTLY REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE WORK AREA. AT THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD THE DISTRICT WILL MAKE A FIELD INSPECTION. UPON SATISFACTORY CORRECTION OF ANY DEFICIENCIES NOTED THE DISTRICT WOULD MAKE FINAL ACCEPTANCE OF THE LINES AND WORK. THE LINES AND THE APPURTENANCES SHALL THEN BECOME THE SOLE PROPERTY AND RESPONSIBILITY OF BOXELDER SANITATION DISTRICT. 20.DRAWINGS OF RECORD AND TOTAL COSTS: WITHIN 90 DAYS OF PRELIMINARY ACCEPTANCE OF THE NEW FACILITIES, THE DISTRICT SHALL BE PROVIDED WITH ACCEPTABLE DRAWINGS OF RECORD OF THE COMPLETE SYSTEM CONSISTING OF TWO SETS OF FILL SIZE REPRODUCED PRINTS, TWO SETS OF ½-SIZE REPRODUCED PRINTS, ONE SET OF 6 MIL DOUBLE MATTED REPRODUCIBLE MYLARS AND ONE COMPLETE DIGITAL FILE EQUIVALENT (SOFTWARE AND VERSION TO BE CONFIRMED AT TIME OF DELIVERY). WRITTEN CONFIRMATION OF THE TOTAL COST OF ALL SEWER SYSTEM IMPROVEMENTS SHALL ALSO BE SUBMITTED WITH THE DRAWINGS OF RECORD. EAST LARIMER COUNTY WATER DISTRICT CONSTRUCTION NOTES: 1.STANDARDS AND SPECIFICATIONS: CONSTRUCTION SHALL BE PER THE DISTRICT SPECIFICATIONS IN EFFECT AT THE START OF CONSTRUCTION. MATERIAL OR EQUIPMENT SHALL BE MANUFACTURED PER THE MOST RECENT VERSION OF APPLICABLE INDUSTRY STANDARDS. 2.LOCATES: CONTRACTOR SHALL COORDINATE FIELD LOCATES OF ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AND AS REQUIRED NOTIFY ALL AFFECTED UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. COST OF REPAIRS TO ANY UTILITY DAMAGED DURING DISTRICT WATERLINE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.DAMAGE TO PROPERTY: CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION FROM DAMAGE OF ALL PUBLIC AND PRIVATE PROPERTY THROUGH WHICH THE WORK IS DONE AND SHALL BE FULLY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY AND ALL PUBLIC AND PRIVATE PROPERTY. 4.SAFETY: CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS AND REGULATIONS AS SET FORTH BY ANY LOCAL, CITY, COUNTY, STATE OR FEDERAL AGENCY HAVING APPLICABLE AUTHORITY. 5.LANDSCAPING ADJACENT TO DISTRICT WATERLINES: NO LANDSCAPING (BUSHES, SHRUBS, TREES OR OTHER PLANTINGS) THAT HAS A MATURE HEIGHT OF OVER 3 FEET (3-FT) SHALL BE PLACED WITHIN TEN FEET (10-FT) OF ANY DISTRICT WATERLINE OR APPURTENANCE (DISTRIBUTION MAIN, SERVICE LINE, FIRE HYDRANT, METER, ETC.). BUSHES OR SHRUBS WITH A MATURE HEIGHT OF LESS THAN 3-FT SHALL BE PLACED A MINIMUM 5-FT FROM ANY DISTRICT WATER LINE, SERVICE LINE OR APPURTENANCE. THE DISTRICT SHALL HAVE THE RIGHT TO REMOVE ANY LANDSCAPING THAT VIOLATES THIS STANDARD, AT ANY TIME SUCH LANDSCAPING IS DISCOVERED, AND SHALL NOT BE REQUIRED TO REPLACE THE REMOVED LANDSCAPING. 6.DESIGN APPROVAL AND CONSTRUCTION START: NO CONSTRUCTION SHALL BEGIN WITHOUT PRIOR DESIGN ACCEPTANCE FROM ELCO. DISTRICT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION OR TESTING TO ALLOW FOR SCHEDULING. PERMITS: CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS WHICH MAY BE REQUIRED. FOR ANY PERMITTING WHERE THE DISTRICT MUST APPLY FOR A PERMIT THE CONTRACTOR SHALL COORDINATE, COVER THE COST AND SCHEDULE THE PERMIT ACQUISITION WITH THE DISTRICT. 7.CHANGES DURING CONSTRUCTION: NO VERBAL AUTHORIZATION FOR FIELD REVISION SHALL BE WORK. ALL REQUESTS FOR SUCH FIELD REVISION SHALL BE MADE IN WRITING WITH THE PROPOSED CHANGE INDICATED ON A COPY OF THE SIGNED DESIGN DRAWINGS. ANY FIELD REVISION APPROVED AND INSTALLED SHALL ALSO BE ACCURATELY DOCUMENTED ON THE AS-BUILT DRAWINGS. 8.MATERIALS OF CONSTRUCTION: A. PIPE: ALL WATER LINE PIPING SHALL BE POLYVINYL CHLORIDE (PVC), DR 18 (PRESSURE CLASS 235 PSI) AND MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C900-16, "POLYVINYL CHLORIDE (PVC) PRESSURE PIPE AND FABRICATED FITTING, 4-INCH THROUGH 60-INCH, ", OR MOST RECENT VERSION. B. TRACER WIRE: ALL WATER PIPING SHALL BE INSTALLED WITH A TWELVE (12) GAUGE SOLID COPPER WIRE, PLASTIC COATED, SIX HUNDRED (600) VOLTS, TAPED TO TOP OF PIPE AND SURFACED AT EACH HYDRANT INTO A TRACER WIRE BOX. C. PIPE JOINTS: PIPE JOINTS SHALL BE MADE USING AN INTEGRAL BELL WITH AN ELASTOMERIC GASKET PUSH-ON TYPE JOINT OR USING MACHINED COUPLINGS OF A SLEEVE TYPE WITH RUBBER RING GASKETS AND MACHINED PIPE ENDS TO FORM A PUSH-ON TYPE JOINT. D. MATERIALS AND INSTALLATION: ALL MATERIALS INSTALLED SHALL BE NEW AND FREE OF MANUFACTURER DEFECTS OR DAMAGE. E. PIPE FITTINGS: ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C153, 250 PSI RATING. FITTINGS SHALL BE FURNISHED WITH FUSION BONDED EPOXY EXTERIOR COATING AND INTERIOR LINING. ALL FITTING CONNECTIONS TO VALVES, FIRE HYDRANTS OR OTHER MJ TYPE CONNECTIONS SHALL USE FOSTER ADAPTOR TYPE CONNECTORS. F. GATE VALVES: GATE VALVES SHALL CONFORM TO AWWA STANDARD C509 WITH MECHANICAL JOINT, 2" OPEN LEFT OPERATING NUT AND RESILIENT SEAT. G. BUTTERFLY VALVES: BUTTERFLY VALVES SHALL BE USED FOR ALL VALVES 12-INCHES AND LARGER AND CONFORM TO AWWA STANDARD C504 WITH MECHANICAL JOINT, 2" OPEN LEFT OPERATING NUT WITH RESILIENT SEAT. H. FIRE HYDRANTS: HYDRANTS SHALL CONFORM TO AWWA STANDARD C502, 1" SQUARE OPEN-RIGHT OPERATING NUT WITH EPOXY COATED SHOE. I. PIPE, VALVE AND FITTING WRAP: ALL DUCTILE IRON FITTINGS, VALVES, FIRE HYDRANT SHOES AND PLUGS SHALL BE POLY-WRAPPED WITH 8-MIL THICK POLYETHYLENE PLASTIC WRAP, DOUBLE LAYERED, AND ENDS SECURELY TAPED PRIOR TO BACKFILL. ALL FITTING BOLTS SHALL BE FLUOROPOLYMER COATED (‘BLUE BOLT’ TYPE) WITH ZINC CAPS INSTALLED. 9.BEDDING: ALL PIPE SHALL BE BEDDED IN 3/4" WASHED ROCK UNIFORMLY GRADED AND COMPACTED. TRENCH SHALL BE EXCAVATED TO A DEPTH BELOW ESTABLISHED GRADE EQUAL TO 1/4 OF PIPE DIAMETER (MIN. 4"). 1-1/2" UNIFORMLY GRADED WASHED ROCK SHALL BE USED FOR STABILIZATION WHERE NEEDED. BEDDING MATERIAL SHALL BE PLACED AND COMPACTED UNDER AND AROUND SIDES OF THE PIPE PER THE PIPE MANUFACTURER’S INSTALLATION RECOMMENDATIONS. 10.BACKFILL: BACKFILL OF ACCEPTABLE MATERIAL SHALL BE PLACED IN ‘LIFTS’ OF UNIFORM HORIZONTAL LAYERS NOT TO EXCEED 6-INCHES OF COMPACTED DEPTH PER LIFT. MINIMUM 18" OF COMPACTED BACKFILL ABOVE PIPE MUST BE IN PLACE BEFORE ROLLING MECHANICAL EQUIPMENT TYPE COMPACTION IS TO BE USED. BACKFILL SHALL BE COMPACTED TO 95% OF OPTIMUM DENSITY IN ROADWAY AREAS OR PER ROAD AUTHORITY’S REQUIREMENTS, AND 90% IN FIELDS OR NON-ROAD LOCATIONS. BACKFILL COMPACTION TESTING FREQUENCY SHALL BE AT LEAST ONE TEST PER 100-LINEAL FEET OF PIPELINE LENGTH AND AT VARYING DEPTHS AND LOCATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE ROAD AUTHORITY OR BEGINNING 1.5-FEET ABOVE TOP OF PIPE AND AT 1-FOOT INCREMENTS TO GRADE. 11.JOINT RESTRAINT: ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH FOSTER ADAPTOR TYPE AND/OR OTHER MECHANICAL JOINT RESTRAINT IN ACCORDANCE WITH DISTRICT SPECIFICATIONS OR AS REQUIRED PER ENGINEER’S DESIGN. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE DISTRICT FIELD INSPECTOR. 12.CONCRETE: ALL CONCRETE CONSTRUCTION, INCLUDING THRUST BLOCKS, SHALL BE COMPLETED UTILIZING TYPE 5 OR EQUAL CEMENT ONLY. 13.ASPHALT REPLACEMENT: FOR ASPHALT PAVEMENT THAT IS CUT AND HAS BEEN IN PLACE LESS THAN TWO YEARS (ACCORDING TO CITY OR COUNTY ENGINEER'S RECORD), THE CUT SHALL BE A MINIMUM OF 20 FEET IN WIDTH AND WILL BE REPLACED TO THE SPECIFIED DEPTH BY A PAVING MACHINE. 14.PIPE COVER: PIPE COVER OF 4-1/2 TO 5-1/2 FEET OVER TOP OF PIPE SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION, PARTICULARLY IN AREAS OF NEW GRADING AND DRAINAGE SWALES. MAXIMUM ALLOWABLE COVER SHALL BE 6 FEET, UNLESS SPECIFICALLY APPROVED BY THE DISTRICT. 15.CONNECTION TO EXISTING SYSTEM: ALL CONNECTIONS TO EXISTING WATERLINES SHALL BE COMPLETED AT THE DEVELOPER'S EXPENSE. 16.INSPECTION: THE DISTRICT SHALL HAVE THE AUTHORITY TO ASSIGN AN INSPECTOR WHO SHALL INSPECT, CHECK AND VERIFY THAT ANY AND ALL WORK, INCLUDING ALL MATERIALS TO BE INCORPORATED IN THE WORK, EXCAVATION, BEDDING, BACKFILL, TESTING AND ALL CONSTRUCTION METHODS AND PRACTICES OF THE INSTALLED FACILITIES IS EQUAL TO OR BETTER THAN MINIMUM CONSTRUCTION REQUIREMENTS AS SET FORTH IN THE DISTRICT’S SPECIFICATIONS. 17.TESTING: ALL LINES SHALL BE PRESSURE TESTED, CHLORINATED AND FLUSHED BY THE CONTRACTOR IN ACCORDANCE WITH DISTRICT SPECIFICATIONS AND UNDER THE DISTRICT'S SUPERVISION. UPON PASSING CHLORINATION TESTING, BACTERIOLOGICAL TESTING WILL BE COMPLETED BY A STATE CERTIFIED WATER QUALITY CONTROL LABORATORY. COPIES OF ALL PASSING TEST RESULTS, INCLUDING SOILS COMPACTION IN THE AREA OF WATER MAIN CONSTRUCTION, SHALL BE PROVIDED TO THE DISTRICT. 18.PRELIMINARY ACCEPTANCE: PRELIMINARY ACCEPTANCE SHALL BE ISSUED TO THE OWNER WHEN ALL PROJECT WORK IS COMPLETE, TESTED AND OPERATIONAL SUCH THAT THE INFRASTRUCTURE IS READY TO BE ACCEPTED BY THE DISTRICT. DOCUMENTATION REQUIRED PRIOR TO ISSUANCE OF PRELIMINARY ACCEPTANCE INCLUDES BUT IS NOT LIMITED TO BACTERIOLOGICAL TEST REPORT, FLUSHING REPORT, HYDRO-TEST REPORT, COMPACTION TESTING REPORTS WITH MAP OF TEST LOCATIONS, STATEMENT OF WATER LINE INSTALLATION COSTS, AS-BUILT DRAWINGS AND RECORD DRAWINGS. FOLLOWING RECEIPT, REVIEW AND ACCEPTANCE BY THE DISTRICT OF THESE AND OTHER DOCUMENTS AS MAY BE REQUIRED PER PROJECT SPECIFICS, THE DISTRICT WILL ISSUE PRELIMINARY ACCEPTANCE. 19.PROJECT AS-BUILT AND RECORD DRAWING REQUIREMENTS: A. AS-BUILT DRAWINGS ARE COMPILED AND MAINTAINED DURING CONSTRUCTION BY THE CONTRACTOR AND IDENTIFY, IN RED INK, ON-SITE CHANGES TO THE ORIGINAL DESIGN. AS-BUILT DRAWINGS SHALL BE DELIVERED TO THE DISTRICT (ELECTRONICALLY IN PDF FORMAT OR OTHERWISE AS REQUESTED BY THE DISTRICT) FOR ACCEPTANCE AND TO THE PROJECT’S DESIGN ENGINEER FOR CREATION OF RECORD DRAWINGS. B. RECORD DRAWINGS ARE PREPARED BY THE PROJECT’S DESIGN ENGINEER AND SHALL ACCURATELY REFLECT ANY CHANGE MADE IN THE FIELD WHICH VARIES FROM THE ACCEPTED CONSTRUCTION PLANS, AS NOTED IN THE AS-BUILT DRAWINGS, INCLUDING AT A MINIMUM, FIELD DIMENSIONS AND ELEVATIONS, HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND APPURTENANCES. THE CONTRACTOR’S SURVEYOR SHALL SURVEY IN ALL FITTINGS, VALVES, WATER SERVICE CURB STOPS AND OTHER APPURTENANCES SO AS TO ACCURATELY DOCUMENT AND CREATE A FINAL SET OF RECORD DRAWINGS WITH WATER LINE, FITTING AND APPURTENANCE LOCATIONS THAT ACCURATELY REPRESENTS THE FINAL, INSTALLED INFRASTRUCTURE. THE RECORD DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY THE DISTRICT PRIOR TO PRELIMINARY ACCEPTANCE OF THE PROJECT. RECORD DRAWINGS ARE TO BE DELIVERED TO THE DISTRICT IN ELECTRONIC FORMAT AS ADOBE (PDF), AUTOCAD AND ARCVIEW SHAPE FILES (RELEASE VERSION TO BE CONFIRMED WITH DISTRICT AT TIME OF SUBMITTAL). 20.WARRANTY: THE OWNER/DEVELOPER SHALL WARRANT ALL WORK ASSOCIATED WITH THE WATERLINE INSTALLATION INCLUDING, BUT NOT LIMITED TO THE MATERIALS, INSTALLATION WORKMANSHIP AND SURFACE RESTORATION FOR A PERIOD OF TWO (2) YEARS FROM DATE OF PRELIMINARY ACCEPTANCE. DURING THIS WARRANTY PERIOD THE OWNER/DEVELOPER SHALL REPAIR ANY DEFECTS IN THE WORK AND MAINTAIN THE WORK AREA. AT THE CLOSE OF THE TWO-YEAR WARRANTY PERIOD AND UPON SATISFACTORY CORRECTION OF ANY DEFICIENCIES NOTED, THE DISTRICT SHALL ACCEPT THE CONSTRUCTED LINES AND APPURTENANCES AS THE SOLE PROPERTY AND RESPONSIBILITY OF THE DISTRICT. "LARIMER COUNTY URBAN AREA ROAD STANDARDS" - (4/1/2017) GENERAL NOTES 1.ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL ENTITY. 2.ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3.THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS FROM THE DATE OF APPROVAL BY THE LOCAL ENTITY ENGINEER. USE OF THESE PLANS AFTER THE EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. 4.THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. 5.ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER “DRY” UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENTITY ENGINEER. 6.THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. 7.THE 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, IF APPLICABLE, 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 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.ALL STATIONING IS BASED ON CENTERLINE OF THE PIPE UNLESS OTHERWISE NOTED. 41.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 42.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 43.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 44.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 45.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 46.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: (LIST). N/A 47.APPROVED VARIANCES ARE LISTED AS FOLLOWS: (PLAN SET MUST HAVE A LIST OF ALL APPLICABLE VARIANCES FOR THE PROJECT). N/A Is there an applicable Final Drainage and Erosion Control Study? Please insert Note #40 regarding benchmarks and basis of bearings, and update the note numbers for Notes 41 through 48.City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:02/17/2023 TRACT BB TRACT C TRACT DD TRACT EE TRACT EE TRACT FF TRACT FF TRACT CC TRACT JJ TRACT JJ PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BLOOM MULTI-FAMILY DEVELOPMENTC22026 HARTFORD HOMES01/24/202334 PRELIMINARY NOT FOR CONSTRUCTION 13.5' 9' 13.5' 9' 13.5' 9' 9' 13.5' 6' 13.5' 9' R8' 13.5' 9' 16' 13.5'EXISTING CONDITIONS & DEMOLITION PLAN1" = 80' 1" = 80' 4 EX01 KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS UTILITIES WATER LINE SANITARY LINE IRRIGATION LINE RECLAIMED WATER LINE STORM DRAIN PIPE OVERHEAD ELECTRIC ELECTRICAL LINE FIBRE OPTIC CABLE LINE COMMUNICATION LINE NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. 2.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 3.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 4.LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. DEMOLITION LIMITS OF DISTURBANCE REMOVE EXISTING UTILITY SAWCUT LINE REMOVE EXISTING WATER LINE REMOVE EXISTING ASPHALT REMOVE EXISTING GRAVEL REMOVE EXISTING CONCRETE KEY NOTES X-A X-B FENCE TO BE REMOVED TREE TO BE REMOVED SIDEWALK TO BE REMOVEDX-C 0 80'160' SCALE: 1" = 80' 40' Should this be indicated as a demolition area, since a driveway will be constructed here? Will there be curb and gutter demolition here for the driveway onto International Blvd? Will there be curb and gutter demolition here for the southern driveway onto Aria Way? Will there be curb and gutter demolition here for the northern driveway onto Aria Way? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:02/17/2023 BB26' FL-FL 52.42' 18' 9.92' 18' 52.41' 26' FL-FL TOF =4948.80TOF =4947.30 TOF =4948.05 TOF =4947.60 3.5%1.9%4.2%1.1 %3.7%1.3%1.3%1.3%B B 9" STEP IN FOUNDATION9" STEP IN FOUNDATIONBB B 47.1546.4446.4446.4446.4446.44 46.4446.4446.4446.4446.4346.4446.4446.4346.4446.444 6 . 4 4 4 6 . 4 4 46.4446.44 46.4446.4446.4446.4446.4446.444 6 . 4 4 46.444 6 . 4 446.444 6 . 4 546.4646.4746.47 46.4746.4646.4846.4846.5046.4946.4946.5046.5446.5846.724 6 . 7 7 46.8946.95 46.9546.9447.0947.114 7 . 1 147.1947.2247.274 7 . 2 947.3747.38 47.3847.4147.5047.4747.61 4 7 . 6 047.5847.694 7 . 7 0 47.61 47.6347.6247.5847.5547.504 7 . 4 147.4147.114 7 . 1 1 47.11 4 7 . 1 147.1147.7147.4747.1147.1147.2147.2147.024 6 . 4 4 4 6 . 4 4 4 6 . 4 4 4 6 . 6 3 4 6 . 7 2 46.85 47.1547.1547.15 47.1547.1547.1046.8947.1547.1547.1547.1547.1547.15 47.1547.1547.414 7 . 4 047.404 7 . 3 947.474 7 . 5 1 4 7 . 5 8 47.6047.6947.7147.72 47.73 47.7647.7247.5347.4647.314 7 . 2 5 47.23 47.2247.0446.9846.8746.7946.6246.6246.6246.6246.6246.62 4 6 . 6 246.6246.6246.6246.6246.6246.624 6 . 6 2 46.6246.6246.624 6 . 6 245.8746.6245.87 45.874 5 . 8 7 4 5 . 8 745.8745.8745.8745.874 5 . 8 7 45.8745.8745.8745.8745.12 45.1245.1245.1245.1245.1245.1245.124 5 . 1 2 45.1245.1245.1245.1245.12 4 5 . 1 2 45.12 45.124 5 . 1 2 4 5 . 1 2 45.2245.264 5 . 3 3 4 5 . 3 6 45.6045.6445.5145.4845.47 4 5 . 4 6 45.7545.79 4 5 . 7 7 45.7945.794 5 . 7 9 45.79 45.7945.7945.7945.7945.7945.7946.0646.2546.254 6 . 2 5 4 6 . 1 246.294 7 . 7 9 47.4247.3947.4247.4247.1544.99FL44.44FL44.75FL45.06FL 45.18FL45.20FL45.48FL45.45FL45.73FL45.49FL 45.26FL45.25FL45.54FL45.72FL45.70FL45.88FL45.99FL45.74FL45.72FL46.60FL46.61FL 4 6 . 6 0 F L 46.61FL46.74FL46.82FL46.82FL46.8 3 F L46.89FL45.63FL45.25FL45.51FL46.60FL46.49FL45.94FL44.30FL44.08FL43.86FL43 . 8 6 F L43.86FL43.86FL43.91FL43.11FL42.31FL42.12FL42.01FL41.9 2 F L 43.75FL43.60FL 43.46FL43.41FL 43.56FL43.49FL43.99FL43.21FL43.09FL42.98FL43.55FL43.77FL40.12FL40.23FL40.60FL45.15FL43.39FL45.77FL45.98FL40.63FL46.61FL44.28FL44.67FL44.27TC44.20TC43.23TC43.14TC42.25TC42.17TC46.74TC46.71TC4 6 . 8 5 T C46.88TC4 6 . 5 6 T C45.61TC4 5 . 4 1 T C 45.97TC45.80TC45.65TC45.46TC 4 5 . 2 6 T C 45.41TC4 1 . 0 8 T C41.00TC4 1 . 2 5 T C 41.32TC42.30TC4 1 . 9 5 T C 41.47TC 41.69TC 42.06TC 44.25TC44.37TC44.85TC 4 4 . 5 0 T C 44.42TC44.45TC44.28TC44.53TC44.55TC47.30TC 4 2 . 8 1 T C 4 0 . 7 3 T C 44.63TC44.45TC45.23TC45.17TC44.65TC44.59TC43.80TC43.72TC41.80TC4 1 . 6 9 T C 42.70TC42.62TC41.98TC41.97TC41.90TC 10.00'14.50'46.1046.1045.9445.96GRADING PLAN1" = 20' 1" = 20' 6 GR02 PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BLOOM MULTI-FAMILY DEVELOPMENTC22026 HARTFORD HOMES01/24/202334 PRELIMINARY NOT FOR CONSTRUCTION 13.5' 9' 13.5' 9' 13.5' 9' 9' 13.5' 6' 13.5' 9' R8' 13.5' 9' 16' 13.5' KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS SHEET BOUNDARY PHASING LINE PROPOSED BUILDING PROPOSED UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP NOTES 1.SPOT ELEVATIONS ON THE ROAD ARE TO FINISHED SURFACE. CONSULT THE SOILS REPORT FOR PAVEMENT SECTION. SPOT ELEVATIONS ALONG CURB AND GUTTER ARE TO FLOWLINE UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 3.ALL DISTURBED AREAS NOT PAVED SHALL BE RE-VEGETATED. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP GRADING FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE ELEVATION FL = FLOWLINE ELEVATION TC = TOP OF CONCRETE ELEVATION 0 20'40' SCALE: 1" = 20' 10' Is this a ramp, steps, or something else? Please add a legend symbol. Please label these existing contours. It looks like the grade within the tract is being brought up several feet, so it needs to be clear that the proposed elevations still tie into the existing elevations of International Blvd. This appears to be an easement line. What easement does it represent? The easement line and existing contour look very similar. Can the linetypes be differentiated better? Is there a step down here, or is it a flush transition? These are marked as ADA spaces. What is the ADA path from the spaces to the buildings? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:02/17/2023 40.99FL52.42' 18' 13.5' 18' 52.82' 26' FL-FL 26' FL-FL TOF = 4944.50TOF = 4943.75TOF = 4943.00 TOF = 4944.25 3.1%1.1%3.5%2.8%1. 2 %1.1%1.6%1.2%B B 9" STEP IN FOUNDATION9" STEP IN FOUNDATION 18" STORM SEWER TYPE R INLET 43.0743.0743.0743.0743.074 3 . 0 7 43.0743.0743.0743.0743.0743.074 3 . 0 7 43.0743.0743.074 4 . 0 1 43.324 3 . 4 4 43.5043.6843.69 43.7043.7643.984 3 . 9 1 44.2144.1744.24 44.24 44.2444.2444.2444.2444.2444.2444.2443.7943.7443.354 4 . 2 444.2444.2443.7543.744 3 . 7 443.7443.74 43.74 4 3 . 0 7 43.0743.0743.074 3 . 2 1 43.0743.0743.0743.0743.10 43.1043.1143.1243.1643.174 3 . 2 0 43.0743.0743.0743.0743.0743.0743.0743.0743.074 3 . 0 7 43.0743.074 3 . 0 743.0743.0743.0743.074 3 . 0 7 4 3 . 0 743.0743.0743.0743.0743.0743.07 4 3 . 0 743.0743.074 3 . 0 7 43.0743.074 3 . 0 743.0743.0743.0743.074 3 . 0 7 43.0743.0743.0743.0743.074 1 . 8 3 41.83 41.83 4 1 . 8 3 41.8341.8342.0442.3142.2242.5042.8142.79 42.9943.13 43.1343.1343.0043.0044.5044.5044.5044.5044.40 44.4044.404 4 . 2 7 44.5044.5044.5044.504 4 . 5 0 4 4 . 5 0 4 4 . 5 044.5044.50 44.50 44.0044.0944.0044.00 44.0044.0944.0044.0044.0044.0044.0043.3343.334 3 . 3 3 43.3343.3343.3343.334 3 . 3 3 43.3343.3343.3343.3343.334 3 . 3 3 43.3343.3343.3342.5843.3342.5842.5842.5842.5842.5842.5842.5842.5842.5842.5842.5842.5841.8342.5841.8341.8341.8341.8341.8341.8341.8341.834 1 . 8 3 4 1 . 8 341.8341.8341.8341.8341.83 41.834 1 . 8 3 41.834 1 . 8 3 4 1 . 8 3 41.8341.8341.8341.8341.8341.8341.8341.8342.46FL42.54FL42.76FL 42.43FL42.94FL42.25FL42.05FL 42.20FL42.30FL 42 . 2 8 F L 42.06FL42.78FL 43.44FL42.90FL42.37FL 42.72FL42.72FL 42.7 5 F L 42.66FL4 2 . 8 0 F L42.89FL43.16FL43.55FL43.32FL43.11FL43.48FL 4 3 . 1 7 F L43.09FL43.78FL43.94FL43.72FL43.51FL43.67FL43.23FL43.10FL43.07FL43.20FL43.78FL43.55FL43.31FL43.37FL44.10FL43.18FL42.26FL41.23FL41.15FL41 . 0 8 F L40.21FL39.96FL39.85FL39.84FL40.01FL38.06FL38.31FL 3 7 . 9 4 F L 38.67FL39.60FL39.55FL39.50FL39.46FL41.14FL41.08FL41.04FL41.00FL41.32FL41.39FL41.48FL41.63FL 42.18FL41.90FL42.52FL40.74FL40.83FL41.13FL 41.75FL41.03FL 40.83FL41.00FL41.06FL42.43FL43.23FL43.23FL43.13FL42.97FL43.47FL43.25FL43.03FL4 2 . 4 9 F L 42.67FL42.65FL40.00FL39.82FL39.70FL40.90FL41.80FL40.56FL40.37FL41.45TC 41.45TC 40.79TC40.73TC39.99TC4 0 . 0 1 T C39.83TC39.84TC 38.93TC3 8 . 8 7 T C 40.67TC4 0 . 6 3 T C 43.66TC43.76TC43.77TC43.79TC43.96TC4 3 . 9 3 T C39.73TC39.70TC3 9 . 8 9 T C 39.93TC 40.11TC40.19TC4 0 . 8 1 T C 40.82TC 4 1 . 6 5 T C 4 1 . 7 9 T C 10.00'14.50'4 3 . 8 4 4 3 . 6 6 4 3 . 6 9 4 3 . 7 7 GRADING PLAN1" = 20' 1" = 20' 7 GR03 PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BLOOM MULTI-FAMILY DEVELOPMENTC22026 HARTFORD HOMES01/24/202334 PRELIMINARY NOT FOR CONSTRUCTION 13.5' 9' 13.5' 9' 13.5' 9' 9' 13.5' 6' 13.5' 9' R8' 13.5' 9' 16' 13.5' KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS SHEET BOUNDARY PHASING LINE PROPOSED BUILDING PROPOSED UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP NOTES 1.SPOT ELEVATIONS ON THE ROAD ARE TO FINISHED SURFACE. CONSULT THE SOILS REPORT FOR PAVEMENT SECTION. SPOT ELEVATIONS ALONG CURB AND GUTTER ARE TO FLOWLINE UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE FIELD CONDITIONS ARE AS SHOWN IN THE DRAWINGS. IF THE CONTRACTOR FINDS DISCREPANCIES THE CONTRACTOR SHALL CONTACT THE ENGINEER. 3.ALL DISTURBED AREAS NOT PAVED SHALL BE RE-VEGETATED. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP GRADING FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE ELEVATION FL = FLOWLINE ELEVATION TC = TOP OF CONCRETE ELEVATION 0 20'40' SCALE: 1" = 20' 10' Please label these existing contours. What is the ADA path from the spaces to the buildings? Is there a step down here, or is it a flush transition? City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:02/17/2023 AA B B B BE C CLUBHOUSE E A 13.5'9'9'13.5'6'13.5'9'R8'13.5'9' DOUBLE TYPE R INLET DOUBLE TYPE R INLET DOUBLE TYPE R INLET WATER QUALITY CHAMBER SYSTEM TYPE C INLETTYPE C INLET TYPE C INLET FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 36" STORM SEWER 36" STORM SEWER 18" STORM SEWER30" STORM SEWER 18" STORM SEWER 18" STORM SEWER 24" STORM SEWER 24" STORM SEWER 48" SANITARY SEWER MANHOLE (TYP.) 48" STORM SEWER MANHOLE (TYP.) 8" SANITARY SEWER 8" SANITARY SEWER SIDEWALK CHASE 8" WATERLINE 8" WATERLINE 8" WATERLINE 6" FIRE SERVICE WATER SERVICE 6" FIRE SERVICE WATER SERVICE6" FIRE SERVICE WATER SERVICE 8" WATERLINE WATER SERVICE 6" FIRE SERVICE WATER SERVICE 6" FIRE SERVICE WATER SERVICE 6" FIRE SERVICE 6" FIRE SERVICE WATER SERVICE WATER SERVICE 6" FIRE SERVICE WATER SERVICE 6" FIRE SERVICE WATER SERVICE 6" SANITARY SEWER SERVICE 36" STORM SEWER 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 8"X8" TEE8"X8" TEE 15"X8" TEE 8"X8" TEE 8"X8" TEE 8"X6" TEE 8"X6" TEE 8"X8" TEE 8"X6" TEES 8"X6" TEES 8"X6" TEE 8"X6" TEE 8"X6" TEE 8" WATERLINE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 18" STORM SEWER PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT PROPOSED DRAINAGE EASEMENT 6" SANITARY SEWER SERVICE UTILITY PLAN1" = 60' 1" = 60' 16 UT01 PREPARED FOR: JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:The engineer preparing these plans will not be responsiblefor, or liable for, unauthorized changes to or uses of theseplans. All changes to the plans must be in writing andmust be approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BLOOM MULTI-FAMILY DEVELOPMENTC22026 HARTFORD HOMES01/24/202334 PRELIMINARY NOT FOR CONSTRUCTION 13.5' 9' 13.5' 9' 13.5' 9' 9' 13.5' 6' 13.5' 9' R8' 13.5' 9' 16' 13.5' 00 60'120' SCALE: 1" = 60' 30' LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER PROPOSED UTILITIES WATER LINE WATER SERVICE FIRE HYDRANT SANITARY LINE SANITARY SERVICE SANITARY MANHOLE RECLAIMED WATER LINE RECLAIMED WATER SERVICE IRRIGATION LINE IRRIGATION SERVICE STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP STREET LIGHT NOTES 1.MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN SANITARY SEWER & WATER LINES IS 10 FEET. 2.WATER MAINS CROSSING OVER A SANITARY OR STORM SEWER SHALL MAINTAIN AN 18" VERTICAL EDGE TO EDGE CLEARANCE. WATER MAINS CLOSER THAN 18" OR UNDER SEWERS SHALL BE ENCASED. 3.ALL PROPOSED SANITARY SEWER LINES ARE 8" UNLESS NOTED OTHERWISE ON THE PLANS. 4.PIPE COVER OF 4-1/2' TO 5-1/2' OVER TOP OF PIPE SHALL BE MAINTAINED THROUGHOUT WATER LINE AND SERVICE LINE INSTALLATION. 5.ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6.REFER TO SANITARY SEWER PLAN AND PROFILES FOR MORE INFORMATION. 7.REFER TO WATER PLAN AND PROFILES FOR MORE INFORMATION. 8.REFER TO STORM DRAIN PLAN & PROFILES FOR MORE INFORMATION. 9.CURB STOPS SHALL BE A MINIMUM OF 4.5' TALL AND BURIED 6" BELOW FINISHED GROUND ELEVATION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP STREET LIGHT KEYMAP NTS Will any of the proposed utility connections be stubbed to the property line before the streets are paved? Please be aware of our street cut fees, which are tripled for streets that have been paved within the past five years. If there are any proposed street cuts for utility connections, please indicate them on the Existing Conditions and Demolition Plan.5'-1"5'-0"This sidewalk needs to be a minimum of 6' because it's part of the pedestrian spine.4'-11"This sidewalk needs to be a minimum of 6' because it's part of the pedestrian spine. Please update this legend symbol to match the linetype used throughout the plan set. Please add a legend symbol for existing fire hydrants. City of Fort Collins Development Review Engineering Sophie Buckingham, EI Date:02/17/2023