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HomeMy WebLinkAboutBLOOM FILING FOUR - PDP230003 - SUBMITTAL DOCUMENTS - ROUND 3 - 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 CITY OF FORT COLLINS, COUNTY OF LARIMER, COLORADO, SITUATED IN THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH (T.7N), 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: JUSTIN C. BECKNER 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 PROJECT VERTICAL DATUM: NAVD88. BENCHMARK #1: CITY OF FORT COLLINS VERTICAL CONTROL LANGENBERGER, WEST HEADWALL AT THE LAKE CANAL AND THE SOUTH FRONTAGE ROAD OF MULBERRY STREET, EAST OF 3201 EAST MULBERRY STREET ELEV: 4928.52 BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL FEAVER, ON THE NORTH SIDE OF MULBERRY STREET, APPROXIMATELY 540 FEET EAST OF AIRPARK DRIVE ON A HEADWALL THAT IS OVER AND IRRIGATION CANAL, 8' FROM THE EAST END OF THE HEADWALL ELEV: 4924.80 PROJECT HORIZONTAL DATUM: ASSUMING THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., MONUMENTED AS SHOWN ON THIS DRAWING, AS BEARING SOUTH 89°14'06" EAST, BEING A GRID BEARING OF THE COLORADO STATE PLANE, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, A DISTANCE OF 2,646.69 FEET AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. THE LINEAL DIMENSIONS AS CONTAINED HEREIN ARE BASED UPON THE "U.S. SURVEY FOOT". SITE PROJECT 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION PLAT SURVEYORS MAJESTIC SURVEYING 1111 DIAMOND VALLEY DR., SUITE 104 WINDSOR, CO 80550 PHONE: (970) 833-5698 CONTACT: STEVE PARKS BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ____________________________________ GENERAL MANAGER DATE: ________________ REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: ___________________________________ ______________________________ City Engineer, ________________ Approved Sheets Date APPROVED: ___________________________________ ______________________________ Water & Wastewater Utility , ________________ Approved Sheets Date APPROVED: ___________________________________ ______________________________ Stormwater Utility, ________________ Approved Sheets Date APPROVED: ___________________________________ ______________________________ Park Planning & Development, ________________ Approved Sheets Date APPROVED: ___________________________________ ______________________________ Traffic Operations, ________________ Approved Sheets Date APPROVED: ___________________________________ ______________________________ Environmental Planner, ________________ Approved Sheets Date Sheet List Table Sheet Title Sheet Number Sheet Description CV01 1 COVER SHEET GN01 2 GENERAL NOTES GN02 3 GENERAL NOTES 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 OVERALL UTILITY PLAN UT02 17 UTILITY PLAN UT03 18 UTILITY PLAN UT04 19 UTILITY PLAN SS01 20 SANITARY SEWER PLAN & PROFILE SS02 21 SEWER PLANS & PROFILES WT01 22 WATER PLAN & PROFILE WT02 23 WATER PLANS & PROFILES WT03 24 WATER PLAN & PROFILES WT04 25 WATER PLAN & PROFILE SD01 26 STORM DRAIN PLAN & PROFILES SD02 27 STORM DRAIN PLAN & PROFILES SD03 28 STORM DRAIN PLAN & PROFILES SD04 29 STORM DRAIN PLAN & PROFILE TY01 30 TYPICAL SECTIONS SN01 31 SIGNAGE & STRIPING PLAN DT01 32 CONSTRUCTION DETAILS DT02 33 CONSTRUCTION DETAILS DT03 34 CONSTRUCTION DETAILS DT04 35 CONSTRUCTION DETAILS DT05 36 CONSTRUCTION DETAILS DT06 37 CONSTRUCTION DETAILS 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 HOMES08/01/202337 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 BLOOM FILING 1 REVISED MASTER DRAINAGE STUDY, AS WELL AS THE BLOOM FILING 4 FINAL DRAINAGE AND EROSION CONTROL STUDY, 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.PROJECT VERTICAL DATUM: NAVD88. BENCHMARK #1: CITY OF FORT COLLINS VERTICAL CONTROL LANGENBERGER, WEST HEADWALL AT THE LAKE CANAL AND THE SOUTH FRONTAGE ROAD OF MULBERRY STREET, EAST OF 3201 EAST MULBERRY STREET ELEVATION: 4928.52 BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL FEAVER, ON THE NORTH SIDE OF MULBERRY STREET, APPROXIMATELY 540 FEET EAST OF AIRPARK DRIVE ON A HEADWALL THAT IS OVER AND IRRIGATION CANAL, 8' FROM THE EAST END OF THE HEADWALL ELEVATION: 4924.80 PROJECT HORIZONTAL DATUM: ASSUMING THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., MONUMENTED AS SHOWN ON THIS DRAWING, AS BEARING SOUTH 89°14'06" EAST, BEING A GRID BEARING OF THE COLORADO STATE PLANE, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, A DISTANCE OF 2,646.69 FEET AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. 41.ALL STATIONING IS BASED ON CENTERLINE OF THE PIPE UNLESS OTHERWISE NOTED. 42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45.STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL “T” INTERSECTIONS. 46.AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. 47.THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS: (LIST). N/A 48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: APPROVED VARIANCE FOR THE NORTHERN ACCESS OFF OF GREENFIELDS DRIVE. 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTIONGENERAL NOTESN/A N/A 2 GN02 CITY OF FORT COLLINS GRADING AND 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 ORDER TO 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 THESE STANDARDS 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 PRE-APPROVED 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 OR 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 THE IMMEDIATE 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 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. 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET)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 FIRE HYDRANT 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. 6.THE STRIPING ON GREENFIELDS DRIVE WILL BE UPDATED AS PART OF THE BLOOM FILING 1 PROJECT DEMOLITION LIMITS OF DISTURBANCE REMOVE EXISTING UTILITY SAWCUT LINE REMOVE EXISTING ASPHALT 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' 78 34 1011 6 9 CLUB HOUSE 12POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)5 15' UTILITY EASEMENT TYPE 13 INLET POTTER DRIVE (PRIVATE STREET)N60°39'57"W 157.31'L=38.03' R=75.00' ∆=29°02'59"N89°42'56"W 320.98'L=38.10' R=75.00' ∆=29°06'33"N89°46'30"W 55.65'S89°42'56"E 399.19'S89°46'30"E 186.77'GRADING PLAN1" = 60' 1" = 60' 5 GR01 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE SIDEWALK CHASE SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE STEPS GRASS PAVERS 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. 4.THE FIRE LANES AS DENOTED BY THE EMERGENCY ACCESS EASEMENTS WILL HAVE A FLAT ALL WEATHER DRIVING SURFACE THAT IS CAPABLE OF SUPPORTING 40 TONS. 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 00 60'120' SCALE: 1" = 60' 30' GR06 GR05 GR04 GR03 GR02 GR07 15' UTILITY EASEMENT 9" STEP IN FOUNDATION9" STEP IN FOUNDATION 7 3 4 TOF = 4948.61 TOF = 4945.70 TOF = 4945.81 TOF = 4947.31 TOF = 4946.56 26' FL-FL 26' 8' 15' 18' 8.5' 26' 8' 15' 26' FL-FL 19.5' 8.5' 8' TRASH ENCLOSURE TYPE 13 INLET 48.614 8 . 6 148.6148.6148.61 48.5548.5448.614 8 . 6 1 48.6148.6148.6145.70 4 5 . 7 045.7045.7045.704 5 . 7 045.7045.704 5 . 7 0 47.3147.3146.5647.314 7 . 3 1 47.31 4 7 . 3 147.3147.3147.31 47.31 47.31 47.31 4 7 . 3 1 47.31 47.3147.31 47.314 7 . 3 147.3147.314 7 . 3 147.3147.314 7 . 3 147.314 7 . 3 147.3147.3147.314 7 . 3 1 47.3147.314 7 . 3 146.5646.5646.5646.5646.5646.5646.5646.5646.5646.5646.5645.8145.8145.8145.8145.8145.8145.8145.81 45.81 45.8145.8145.8145.814 5 . 8 145.814 5 . 8 1 4 5 . 8 145.814 5 . 8 145.8145.81 45.8145.8145.8145.8145.814 5 . 8 1 4 5 . 8 1 47.3147.3147.3145.814 5 . 8 1 45. 8 1 45. 8 1 45.8145.814 5 . 8 1 46.56 47.31 47.3147.3145.7045.7045.7045.7045.7045.7545.70 4 5 . 7 0 45.704 5 . 7 0 45.7045.7045.7045.7045.7045.7045.7045.704 5 . 7 0 4 5 . 7 0 45.7045.70 45.70 45.704 5 . 7 0 48.6148.6148.614 8 . 6 1 48.614 8 . 6 1 4 8 . 6 1 48.61 48.5948.6148.6148.6148.6148.6148.6148.6148.6148.6148.614 6 . 5 646.5646.5645.7045.814 5 . 8 1 48.6148.6145.702.0%3.1%2.2% 3.0%3.3%3.4%1.9%48.61 48.61 4 8 . 6 1 25' 33' 21.6' 18' 26'33'44.62FL44.48 F L 45.69FL45.28FL44.25FL44.79FL46.86FL 46.58FL46.78FL46.16FL46.17FL 4 5 . 2 8 F L 45.15FL43.42FL44 . 6 4 F L43.81FL43 . 3 0 F L43.23FL43.16FL42.67FL43.54FL41.80FL41.46FL41.36FL41.27 F L 43.68FL 43.33FL43.99FL 44.30FL40.64FL40.31FL44.72FL44.75FL 40.78FL 43.25FL 44.96FL46.41 F L40.81FL43.92FL44.47FL44.51FL46.17FL46.38FL46. 1 7 F L 46. 1 6 F L46.17FL46.44FL46.66 F L 46.42FL44 . 8 6 F L 44.84 F L 44.81FL44.8 2 F L 45.21FL44.98FL43.29FL43.17FL43.2 9 F L 43. 6 4 F L43.53FL43.57FL45. 5 9 F L 4 5 . 6 4 F L45.91FL46.43FL46.17FL 44.30FL43.92FL43.89FL 43 . 9 0 F L 43.95FL43.92FL 43.9 4 F L 44.34FL44. 2 6 F L 44 . 3 0 F L44.06FL44. 5 9 F L44.07FL44.51FL44.4 9 F L 44.72FL44.61FL44 . 5 1 F L 44 . 7 3 F L 44.88FL44.81FL45.27FL45.52FL 45.78FL44.83FL44.85FL44.8 1 F L 45.34FL4 5 . 3 2 F L45.36FL45.36FL45.3 4 F L 45.38FL45.80FL46.40FL46.21FL46.18FL46.15FL 47.06FL46.82FL46.84FL 4 6 . 8 0 F L 46.8 2 F L 47.03FL46.92FL44. 3 7 F L 45.0 6 F L 44.12FL44.16FL44.68FL45.46FL45.98FL43.09TC 43.78TC42.96TC42.86TC42.08TC 46.94TC46.89TC46.69TC46.74TC45.66TC 45.77TC45.84TC45.58TC45.41TC 4 5 . 1 1 T C 45.43TC41.11TC41.33TC41.23TC 42.87TC42.19TC44.76TC45.45TC42.33TC 44.83TC44.97TC43.95TC44.88TC44.48TC4 4 . 1 8 T C 44.80TC42. 3 0 T C 40 . 7 6 T C 4 4 . 9 4 T C 45.70TC44.76TC4 3 . 8 8 T C 4 5 . 4 9 T C 42.46TC4 2 . 1 3 T C 41.55TC 44.81TC43.91TC44.07TC4 1 . 6 3 T C 43.45 T C 45.63TC4 4 . 2 4 T C 4 3 . 6 0 TC 44.32TC44.30TC 44.39TC44.80TC47.16TC4 7 . 2 1 T C 47.54TC 47.06TC44.75T C 44.79 T C 45.22TC 45.08TC45.49TC 43.1 1 T C 42.55TC44.90T C44.15TC44.3 4 T C 44.59TC44.88TC 45.19TC45. 0 6 T C45.32TC45. 1 2 T C 45.1 7 T C 45.33TC45.5 5 T C 45.63TC44.79TC44.97TC45.50TC46.23TC45.52TC 46.26TC46.44TC45.67TC44.80TC41.97TC 41.42TC 44.56TC44.53 T C 4 4 . 7 4 T C 44.80TC44.02TC45.26TC45.47TC45.03TC 45.05TC45.05TC 45.05TC 45.35TC45.47TC47.52TC47.48TC47.41TC 47.42TC 47.43TC 47.51TC 47.56TC 47.68TC 47.34TC47.39TC48.28TC48.05TC48.03TC47.97TC 4 7 . 2 8 T C 45.98TC45.83TC44 . 9 6 F L 43.57TC47.34TC 43. 6 2 F L 4 4 . 9 8 T C POTTER DRIVE (P 6' 8.5' 18'GRADING 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE SIDEWALK CHASE SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE STEPS GRASS PAVERS 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. 4.THE FIRE LANES AS DENOTED BY THE EMERGENCY ACCESS EASEMENTS WILL HAVE A FLAT ALL WEATHER DRIVING SURFACE THAT IS CAPABLE OF SUPPORTING 40 TONS. 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' 8' 15' 18' 9" STEP IN FOUNDATION9" STEP IN FOUNDATION 8 6 POTTER DRIVE (PRIVATE STREET)540.24FLTOF = 4941.33 TOF = 4944.21 TOF = 4942.29 TOF = 4943.04 TOF = 4943.79 26' FL-FL 8'14.9' 8' 7.2' 26' 33.1' 8.5' 8' 8' 15'21.6'18' 8.5' 19.5' 10.4' 18.5' 10.4' 26' FL-FL19.5'8.5'8'39.94FL40.79FL40.0 2 F L TYPE 13 INLET 44.2144.2144.21 4 4 . 2 144.214 4 . 2 1 44.2144.2144.2144.2144.2144.2144.2144.2144.214 4 . 2 1 44.2144.214 4 . 2 144.214 1 . 3 3 41.3341.3341.33 41.334 1 . 3 3 41.33 41.3341.3342.2942.29 42.2942.2942.2942.2942.2942.2942.29 42.29 42.294 2 . 2 942.2942.2943.7943.7943.794 3 . 7 9 43.7943.79 43.7943.7943.7943.7943.7943.7943.7943.7943.794 3 . 7 943.7943.7943.7943.7943.7943.7943.7943.7943.7943.7943.794 3 . 7 943.7943.7943.0443.044 3 . 0 4 4 3 . 0 443.0443.0443.0443.0443.044 3 . 0 4 43.0442.2942.294 2 . 2 9 4 2 . 2 942.2942.2942.2942.2942.2942.2942.2942.2942.2942.2942.294 2 . 2 942.294 2 . 2 9 42.2942.2942.2942.294 3 . 0 4 42.2943.7943.7943.794 3 . 0 0 43.0443.0443.0041.3341.3341.33 41.3341.334 1 . 3 3 41.3341.3341.3344.2144.2144.2144.2144.2144.2144.2144.2144.21 44.2144.214 4 . 2 141.3341.334 1 . 3 3 41. 3 3 41.33 41.3344.214 4 . 2 13.6%3.3%2.3%1.4%3.6%1.8%1.8% 3.2% 1 . 9% TRASH ENCLOSURE 26.1' 15'26'19.8'16.7'26'40.61FL40.69FL 41.46FL41.71FL 42.46FL 42.88FL42.04FL41.67FL41 . 6 9 F L 4 1 . 6 7 F L 42.82FL42.74FL42.23FL42.40FL43.09FL42.68FL42.66 F L42.41FL42.15FL42.04FL41.19FL40.81FL40.73FL4 0 . 6 5 F L40.54FL40.46FL40.40FL39.93FL38.09FL38.47FL38.44FL38.21FL38.51FL38.37FL38.41FL38.3 3 F L 40.01FL40.06FL40.08FL40 . 1 2 F L 40.41FL40.31FL4 0 . 4 4 F L 41.52FL40.84FL39.93FL39.93 F L 40.36FL 40.0 5 F L 39.98FL40.04FL42.77FL 43.16FL 4 3 . 2 3 F L41.56FL39.78FL40.01FL40.57FL39.95FL40.42FL40.42FL4 0 . 6 0 F L 40.60FL40.6 3 F L 40.57FL40.68FL40.5 6 F L 40.57FL40.77FL41.75FL41.74FL40.76FL40.76FL 40 . 7 6 F L 42.8 7 F L 42.77FL40.24FL41 . 0 9 F L 40.9 1 F L 41.24FL41.16FL40.30FL 41.17FL41.36FL40.8 2 F L 41.14FL40.57FL40.36FL40.38FL 40.49FL41.86FL41.79FL41.74FL41.8 7 F L41.71FL41.63FL 4 1 . 8 5 F L 41.06FL41.76FL41.7 0 F L 41.82FL41.71FL41.7 6 F L 42.04FL42.09FL42.07FL 42 . 1 3 F L 42.68FL42 . 6 9 F L 42.66 F L41.88FL42.67FL42. 6 5 F L 42.70FL 42.64FL42.59FL42.54FL42.89FL43.05FL43.52FL 43.04F L 43 . 0 5 F L 43.08FL43.31FL43.06FL39.93FL40.48FL4 0 . 2 6 F L40.24FL41.3341.3340.20TC 40.14TC 40.25TC40.25TC39.80TC3 9 . 6 9 T C 39.53TC 39 . 5 6 T C38.67TC38.68TC 40.59TC40.57TC43.39TC43.10TC4 3 . 2 4 T C43.22TC44.02TC44.01TC39.14TC39.46TC39.77TC 40.42TC40.52TC 4 2 . 7 0 T C 42.69TC 4 0 . 7 3 T C 40.72TC4 0 . 7 8 T C40.76TC 40.85TC 41.00TC 41.08TC40.87TC 41.02TC 41.04TC 40.78TC 40.92TC 43.06TC42.84TC39.73TC39.88TC42.28TC41.63TC41.42TC 42.7 8 T C 42.6 5 T C 42.1 3 T C 42.10TC41.4 2 T C 41.43TC41. 4 1 T C 42. 1 0 T C 42. 6 6 T C 42.82TC42.64TC42.53TC 43.41TC40.86TC40.94TC40 . 8 3 T C 40.95TC40.68TC 40.6 0 T C 41.49TC41.24 T C 41.86TC 41.66TC 41.26T C 41.48 41.06TC 40.90TC 42.66FL43.19FL43.32FL43.0 8 F L39.45TC39.44TC41.15FL43.40TC 43.66TC 43.38TC43.64TC 43.29TC 43.07TC 42.74TC42.70TC 42.66TC42.48TC39.81FL39.86FL39.94FLPOTTER DRIVE (P 9'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE SIDEWALK CHASE SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE STEPS GRASS PAVERS 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. 4.THE FIRE LANES AS DENOTED BY THE EMERGENCY ACCESS EASEMENTS WILL HAVE A FLAT ALL WEATHER DRIVING SURFACE THAT IS CAPABLE OF SUPPORTING 40 TONS. 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' 24" STORM SEWER 1011 9 CLUB HOUSE BELLAMY LANE (PRIVATE STREET)3 8 . 2 0 38 . 2 9 3 8 . 3 2 3 9 . 4 9 40.0639.7939.2539 . 5 1 TOF = 4939.50 TOF = 4940.92 TOF = 4939.50 TOF = 4941.26 26' 36' 26' 32.9' 26' 8.5' 25' 18' 8' 20.1' 8' 8' 8.5' 8.5' 8.5' 8.5' 23' 23' 9' 8' 8.5' 26.2' 15' 10' TYPE R INLET TRASH ENCLOSURE TRASH ENCLOSURE 4 1 . 0 041.0041.0041.004 1 . 0 0 41.0041.0041.00 4 0 . 9 2 40.9240.9240.9240.9241.2641.2641.2641.2641.2641.2641.2641.2641.2641.2641.2641.264 1 . 2 6 4 1 . 2 641.2641.2641.2641.26 41.26 4 1 . 2 6 41.2641.264 1 . 2 6 4 1 . 2 6 41.264 1 . 2 641.2641.2641.2641.2641.2641.2641.2641.2641.2641.2641.2641.2641.2641.2641.2641.264 1 . 2 641.2641.2641.264 1 . 2 641.2641.2641.2641.2641.2641.2641.2641.2641.264 1 . 2 6 4 1 . 2 641.2641.2639.5039.5039.50 39.5039.503 9 . 5 039.5039.5039.50 39.5039.5039.5039.5039.5039.5039.5039.5039.5039.503 9 . 5 0 39.5039.5039.5039.5039.503 9 . 5 0 3 9 . 5 039.503 9 . 5 0 3 9 . 5 0 3 9 . 5 039.5039.5039.5039.5039.503 9 . 5 039.5039.5039.5039.5039.5039.50 3 9 . 5 039.503 9 . 5 039.5039.5039.5039.5039.5039.5039.5039.5039.5039.503 9 . 5 039.5041.2639.50 39.5039.5039. 5 0 4 1 . 2 6 41.264 1 . 2 6 41.2641.2641.2641.2641.2641.2641.264 1 . 2 6 41.2641.2639.5039.5039.5039.503 9 . 5 0 39.5039.5039.5039.5040.924 0 . 9 240.9240.924 0 . 9 2 40.9240.9240.9240.9240.9240.924 0 . 9 2 40.9240.9240.9240.924 0 . 9 2 40.9240.9240.9240.9240.924 0 . 9 2 40.92 40.9 2 40.9240.9240.9240.924 0 . 9 2 4 0 . 9 2 40.9240.924 1 . 0 0 41.004 1 . 0 0 4 1 . 0 041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.00 4 1 . 0 0 41.0041.00 4 1 . 0 0 41.0041.0041.0041.0041.0041.004 1 . 0 041.0041.0041.0041.00 41.0041.0041.0041.003 9 . 7 4 13.91' 38.41 PROPOSED WATER QUALITY CHAMBER SYSTEM PHASE 1 PHASE 2 2.4%4.3%2.0%2.0%2.4%2.4%2.0%4.4% 2. 1%1.3%5.1%4.1%24.5%1.4%21.0%41.00 41.00 41.00 41.00 26' 18' 18' 26' 15' 2.9' 15' 26' 18' 13' 13'2.94'15' 26' 18' 31.7' 8.5' 15' 18'26'9' 9'38.24FL38.27FL38.30FL3 8 . 2 8 F L 38.27FL 38.34FL38.30FL38.05FL37.98FL38.77FL38.68FL 38.57FL39.77FL39.94FL39.85FL39.71FL40.02FL40.05FL40.04FL39.70FL38.19FL39.23FL39.1 5 F L 39.18FL 39.64FL40.11FL40.77FL40.65FL 40. 7 1 F L 40.58FL40.51FL37.63FL37.66 F L 37.60FL 37.57FL37 . 5 6 F L 37. 5 4 F L 37. 3 3 F L 37.9 4 F L 37.88FL38.05FL3 8 . 0 6 F L 38.03FL37.97FL37.96FL38.23FL38.26FL38.18FL37.76FL38.11FL38.06FL37.55FL38.00FL37.98FL38.01FL39.36FL39.0 8 F L39.06FL39.01FL38.99FL39.30FL39.39FL39.47FL39.12FL39.15FL39.13FL39.47FL38.60FL38.44FL38 . 4 2 F L 39.00FL38.7 2 F L39.03FL39 . 4 2 F L39.44FL39.45FL 39.5 8 F L 39.70FL39 . 5 5 F L39.56FL39.58FL39.89FL39.75FL 39.10FL38.7 5 F L 40.98FL38.85FL 38.94FL 39.0 1 F L39.25FL39.08FL39.48FL39.48FL39.76FL40.59FL38.95FL38.89FL38.88FL38.86FL38.64FL39.07FL 40.06FL39.01FL 39.12FL 39.15FL 39.14FL39.13FL 40.03FL37.97FL38.24FL37.63FL38.28FL39 . 6 0 F L39.95FL38.30FL39.53FL39.50FL39.48FL41.26FL40.41FL38.91FL38.46FL 38.71FL 40.20FL 39 . 5 3 F L38.87FL39.13FL38 . 2 0 F L38.12FL37.93FL3 8 . 5 5 F L38.59FL38.78FL38.7 5 F L 39 . 9 9 F L 37.9 9 F L 37.96FL38 . 1 9 F L 38.16FL 3 8 . 1 8 F L 38.27FL 38.47FL 37.65FL38.48FL39.16FL39.65FL39.55FL 39.43FL39.14FL39.05FL39 . 0 2 F L 39.54FL39.56FL39.03FL 39 . 1 6 F L 39.1 9 F L39.23FL39.27FL39.55FL37.73FL37.81TC3 7 . 0 0 T C 37.12TC38.11TC38.39TC38.49TC40.29TC40.07TC38.83TC38.30TC39.56TC 38.92TC 39.07TC39.69TC39.23TC 37.28TC 3 7 . 2 7 T C 37.66TC3 7 . 5 6 T C 4 0 . 0 8 T C 40.16TC40.44TC39.89TC39.72TC39.76TC40.23TC4 0 . 2 6 T C 4 0 . 3 1 T C40.27TC4 0 . 3 0 T C39.57TC37.37TC3 7 . 4 6 T C36.55TC36.75TC 36.71 T C 3 6 . 7 6 T C 3 7 . 3 2 T C37.23TC37.74TC36.59TC3 7 . 1 3 T C 37.10TC37.10TC37.10TC37.12TC 40.03TC40.07TC37.16TC37.86TC37.43TC 37.85TC37.87TC 38.39TC38.45TC39.86TC36.94TC36.26TC36.67TC37.96TC37.13TC3 7 . 7 1 T C 38.35TC 38.06TC37.80TC39.71TC39.10TC39.26TC38.95TC38.94TC38.46TC38.37TC38.72TC38.51TC39.51TC40.32TC40.30TC4 0 . 2 7 T C 4 0 . 2 6 T C40.22TC40.07TC40.05TC40.01TC39.98TC39.68TC39.60TC39.53TC39.59TC40.07TC39.51TC39.86TC38.15TC38.45TC 38.89TC 37.79TC38.73TC38.37TC37.49TC37.63TC 37.85TC 39.69TC38.34TC38.52TC 40.42TC39.12TC 38.82TC 3 9 . 0 5 T C 39.21TC 38.26TC 37.98TC 38.01TC38.06TC 38.12TC 38.09TC37.21TC37.05TC 37.03TC38.03TC3 8 . 0 1 T C 3 9 . 5 2 T C 39.64TC39.71TC39.45TC39.66TC 39.71TC40.02TC 37.96TC38.46TC39.38FL40.18FL 40.26 F L 39.7 1 T C 39.31FL3 9 . 3 0 F L 39.05 F L 39.1 2 F L 39.07FL39.33FL39.24FL 39.3 9 F L 39.5 4 F L 39.72TC39.62TC39.95TC 39.80TC 39.70FL 4 0 . 2 1 F L40.73FL 40.05T C 40.03T C 39.83FL 39.62FL3 9 . 1 1 T C39.01TC13.55'12.94'15.67'15.67'13.33'18.33' 13.55' TOF = 4941.00 8.5' 26' 8'GRADING PLAN1" = 20' 1" = 20' 8 GR04 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE SIDEWALK CHASE SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE STEPS GRASS PAVERS 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. 4.THE FIRE LANES AS DENOTED BY THE EMERGENCY ACCESS EASEMENTS WILL HAVE A FLAT ALL WEATHER DRIVING SURFACE THAT IS CAPABLE OF SUPPORTING 40 TONS. 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' 26' FL-FL TYPE 13 INLET 3 4 1 5 45.744 6 . 1 6 TOF = 4948.61 TOF = 4945.70 TOF = 4944.21 TOF = 4946.17 46.3045.809" STEP IN FOUNDATION 9" STEP IN FOUNDATION TOF = 4945.42 TOF = 4946.92 9" STEP IN FOUNDATION TOF = 4943.50 26' FL-FL 8' 15' 26' 8.5' 26' FL-FL19.5'19.5' 10.4'10.4' 8' 8' 15' 26' 8.5' 24.9' 8.5' 18' 8' 8.5' 8' TRASH ENCLOSURE 46.9246.9246.9246.9246.9246.9246.9246.9246.92 4 6 . 9 2 46.9246.1746.1746.17 4 6 . 1 7 46.174 6 . 1 7 46.1746.1746.9246.924 8 . 6 1 48.6148.6143.5045.424 5 . 4 2 4 5 . 4 245.4245.42 45.42 4 5 . 4 2 45.4246.1745.4245.4245.4245.0145.4243.50 43.504 3 . 5 043.504 3 . 5 0 43.504 3 . 5 043.5043.50 43.5043.504 3 . 5 0 4 3 . 5 0 4 3 . 5 0 43.50 43.5043.5044.21 44.2144.214 4 . 2 1 46.9245.4245.424 5 . 7 0 45.7045.7045.70 45.70 45.704 5 . 7 0 48.6148.6144.2144.2144.21 44.2144.2143.5043.5043.5043.5043.504 3 . 5 0 43.5043.5043.5043.504 3 . 5 0 43.5043.5044.214 4 . 2 1 44.2144.2144.2144.2144.2144.2144.2144.2144.2144.214 4 . 2 144.2144.2144.2144.214 4 . 2 1 44.2144.2144.2144.2144.2144.2144.2145.7045.704 5 . 7 0 45.7045.7045.7045.7045.7045.7045.7045.7045.7045.704 5 . 7 0 4 5 . 7 0 45.704 5 . 6 745.704 5 . 7 0 4 5 . 7 0 45.4245.4245.4245.4245.4245.4245.4245.4245.4245.42 45.424 5 . 4 2 4 5 . 4 2 45.424 5 . 4 2 45.42 45.42 46.9248.614 8 . 6 1 48.6148.61 48.6148.6148.6148.6146.1746.9246.9246.9246.1745.4245.4245.4245.4245.4246.9246.9246.9246.9246.9246.9246.9246.9246.9246.9246.9246.9246.9246.9248.6148.6148.6148.6148.6148.6148.6148.6148.614 8 . 6 1 4 8 . 4 748.574 8 . 6 148.6143.5043.504 5 . 7 0 3.5% 2.3% 3.8% 11.5% 12.6%8.6%1.3 % 3. 1 % 2.2 % 3 . 8% 3 . 8% 3. 3%3.2%3.2% 2.7%3.1%1.9%2.1% 18" STORM SEWER 45.7048.6148.6148.61 48.6148.6146.1746.1746.1726' 18'18' 26'18' 6' 15'26'15' 26' FL-FL43.23FL43.19FL 43.79FL43.30FL 43.22FL43.43FL43.39FL42.66FL42.11FL42.51FL42.85FL 43.06FL42.72FL41.96FL42.1 7 F L 42.85FL43.23FL42.47FL44.18FL43.90FL44.02FL46.95FL44.72FL44.75FL 44.69FL44.98FL4 4 . 1 8 F L44.30FL45.44FL44.39FL41.59FL42.09FL44.07FL 44.04FL44.53FL44.98FL45.69FL 42.28FL43.83FL42.45FL 46.43FL44.30FL 43.89FL 43.95FL43.92FL 43.9 4 F L 45.78FL45.34FL45 . 3 2 F L45.36FL45.36FL45.3 4 F L 45.38FL45.80FL46.40FL46.21FL46.18FL46.15FL 43.52FL 43.04F L 43 . 0 5 F L 43.08FL43.31FL43.06FL42.44FL42.47FL 42.39FL 42.41FL 42.43FL 42.65FL42.69FL42.19FL42.21FL 42 . 1 8 F L 42.4 0 F L 41.12FL39.80FL40.45FL42.6 0 F L 41.67FL42.47FL45.61FL 44.7 0 F L 44 . 6 7 F L 44.70FL44.70FL44.84FL 44.42FL44.3 5 F L 44.00FL43 . 4 2 F L43.45FL 41 . 7 8 F L 41.24FL43.89FL44.00FL43.80FL43.83FL43.96FL44.26FL44.01FL44.04FL 44.21FL44.19FL44.23FL 47.03FL 46 . 8 8 F L 46.9246.9246.9246.9246.924 6 . 9 244.43FL44.62FL44.41FL44.52FL44.6 3 F L45.02FL45.00FL4 4 . 9 9 F L 46.6 7 F L 46.43FL46.4 2 F L 46.45FL45.69FL45.71FL46.08FL46.26FL45.6 8 F L 45 . 6 9 F L45.72FL45.90FL45.70FL46.29FL43.26FL43.42FL 43.34FL44.00FL44.0 2 F L 48.13 T C 4 6 . 6 9 T C46.74TC 45.94TC46.03TC4 5 . 3 3 T C 46.83TC44.02TC44.01TC44.19TC 44.20TC44.85TC42.35TC 46.87TC 46.23TC 44.85TC 4 4 . 7 4 T C 44.1 7 T C 42.59TC 44.72TC4 4 . 9 4 T C 45.70TC 44.76TC45.33TC45.33TC 45.19TC45.31TC 4 4 . 8 0 T C 42.48TC43.35TC42.87TC 4 2 . 4 1 T C 40.61TC40.63TC4 3 . 2 7 T C 42.6 6 T C 42.20TC42.23TC 4 4 . 8 9 T C 45.00TC44.67TC44.70TC44.70TC 44.77TC 45.10TC 44.73 T C 44.69 T C 44.48TC44.82 T C 44. 0 6 T C 44.74TC4 5 . 1 8 T C 43.11TC42.79TC4 3 . 7 0 TC 43.87TC44.75TC4 4 . 5 7 TC 45.29TC41.01TC41.22TC43.80TC43.82TC42.02TC 42.93TC 43.84TC42.11TC43.02TC43.93TC47.81TC46.98TC46.75TC46.84TC46.63TC47.89TC46.83TC46.51TC47.15TC48.14T C 4 2 . 3 0 T C42.22TC44.43TC45.25TC45.02TC45.05TC 45.35TC45.47TC46.67TC44.98TC42.83TC 4 2 . 6 8 T C43.64TC43.44TC41.70FL42.91TC4 2 . 7 8 T C 43.72TC43.69TC43.83TC43.79TC44.01TC 44.06TC4 4 . 1 1 T C 46.23TC 44.03TC 4 4 . 0 7 T C 44.85TC 4 4 . 8 8 T C 45.66TC 45.70TC4 3 . 3 5 T C43.32TC 44.63TC44.60TC44.69TC4 4 . 4 4 T C44.35TC43.59TC43.47TC42.22TC POTTER DRIVE (PRIVATE STREET)21.6' 23.1' 18.50' 18.50'16.00'GRADING PLAN1" = 20' 1" = 20' 9 GR05 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE SIDEWALK CHASE SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE STEPS GRASS PAVERS 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. 4.THE FIRE LANES AS DENOTED BY THE EMERGENCY ACCESS EASEMENTS WILL HAVE A FLAT ALL WEATHER DRIVING SURFACE THAT IS CAPABLE OF SUPPORTING 40 TONS. 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' 6 239.70FL41.33TOF = 4941.33 TOF = 4942.75 38.0 4 F L 41.3341.339" STEP IN FOUNDATION 9" STEP IN FOUNDATION TOF = 4942.00 TOF = 4943.50 8.5'8.5'8' 26' FL-FL TRASH ENCLOSURE 10' TYPE R INLET 10' TYPE R INLET 43.50 42.0042.7542.7542.7542.0042.0042.0042.0042.0042.0040.9240.9240.9240.9240.9240.9240.92 40.9 2 40.9240.9240.9240.9240.9240.9240.9240.924 3 . 5 0 4 3 . 5 0 4 4 . 2 144.2144.214 4 . 2 1 44.2144.2144.2144.214 4 . 2 1 42.004 2 . 0 0 42.0042.0042.0042.004 2 . 0 0 42.0042.0042.0042.0042.0042.00 42.00 42.0042.0042.0042.0042.0042.0042.0042.0042.0042.0042.00 42.0042.75 4 2 . 7 5 42.75 42.7542.7542.7542.7543.5043.5043.5043.5042.0042.0042.0042.7542.7542.7543.5043.5043.504 1 . 3 3 2.4 % 2.5%4.2%3.7% 4.7%4.7%3.0%4.1%3.1%2.1%3.3%4.1%13.2 % 8.5' 18' 26' F L - F L 33.18'39.57FL21.5' 33.18'26' 15' 19.75'16.75'26'33.1' 26' 19.75'16.75'26'15' 26'9' 9'42.75FL39.10FL38.7 5 F L 40.98FL38.85FL 38.94FL 39.0 1 F L39.25FL39.08FL40.48FL39.48FL40.96FL 41.08F L 42.84FL43.09FL40.50TC39.78FL40.60TC39 . 6 0 F L 40.12TC 41.21FL41.334 0 . 7 5 F L 39.62 F L 40.9 5 F L 37.80FL38.32FL37.74FL40.2 3 F L40.21FL40.20FL39.10FL40. 4 2FL 40.5 8 F L 39.80FL 40.13FL4 1 . 2 3 F L 41.66FL41.59FL42.09FL41.56FL41.37FL 40.30FL 37.75FL38.02FL38.29FL37.80FL38.27FL38.45FL37.95FL40.49FL4 1 . 7 4 F L41.63FL41.06FL39.14FL39.03FL 39 . 1 6 F L 39.1 9 F L39.23FL39.27FL42 . 1 8 F L 41 . 7 8 F L 41.24FL40.08TC41.28FL41.34FL 42.20FL43.21FL 4 2 . 9 9 F L 42.8 0 F L 42.67FL42.73FL39.94FL40.92FL 41.96FL 40.09FL 38.37FL 38.49FL38.63FL 40.88FL40 .83FL40.01FL39.94FL40.54FL40.56FL39.36FL40.47FL40.44FL41.334 1 . 3 341.3341.334 1 . 3 341.334 1 . 3 3 4 1 . 3 3 41.3341.3341.3341.3341.3341.3341.3341.3338.66TC 41.66TC 40.93TC40.7 8 T C 40.61TC40.94 T C 38.04TC 38.04TC 40.08TC 40 . 1 3 T C 39.89TC 41.79TC 39.00TC 40 . 7 4 T C40.78TC 40.63TC40.07TC40.05TC4 0 . 0 1 T C 39.98TC39.68TC39.60TC 3 9 . 5 3 T C39.59TC42.87TC41.41TC41.82TC 41.42TC42.30TC42.28TC41.81TC41.62TC41.71TC41.70TC41.25TC41.07TC41.11TC38.73TC 39.12TC 41.64TC 4 0 . 8 7 T C 41.35TC3 9 . 0 0 T C 42.22TC42.02TC40.56TC40.00TC 40.37TC40.23TC40.42TC 40.32TC39.31FL3 9 . 3 0 F L 39.05 F L 39.1 2 F L 39.07FL39.33FL39.24FL 39.3 9 F L 39.5 4 F L 39.72TC39.62TC39.95TC 39.80TC 37.87FL37.88FL37.90FL38.00FL 40.6 7 F L40.68FL40.70FL40.16FL 39.70FL 4 0 . 2 1 F L40.73FL 40.05T C 40.03T C 39.04FL39.03FL 42.22TC 4 0 .54F L 39. 8 7 F L 41.33 41.3340.49TC40.12T C 39.83FL 39.62FL39.81FL3 9 . 8 6 F L39.94FL40.04TC 3 9 . 8 1 T C 39.52FL 40. 1 6TC40.13TC38.94FL 40.45FL 41.35TC40.79TC40.23FL40.33FL39.23FL40.92FL37.22FL 38.57TC 38.60TC38.81TC38.93T C 38.50TC38.48T C 38.41 T C 38.42TC38.56T C 38.51T C 38.48TC38.60TC38.09F L 40.51TC40. 6 0 T C 39.18TC39.28TC39.79TC 39.70TC24.9' 26'9' 8' 8.5' 18'GRADING PLAN1" = 20' 1" = 20' 10 GR06 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE SIDEWALK CHASE SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE STEPS GRASS PAVERS 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. 4.THE FIRE LANES AS DENOTED BY THE EMERGENCY ACCESS EASEMENTS WILL HAVE A FLAT ALL WEATHER DRIVING SURFACE THAT IS CAPABLE OF SUPPORTING 40 TONS. 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' 9 CLUB HOUSE 39.2539 . 5 1 TOF = 4940.92 38.0 4 F L 32.9' 26' 8.5' 25' 8' 8' 8' 8.5' 8.5' 23' 8' 8.5' 26.2' 15' 10' TYPE R INLET 10' TYPE R INLET41.0041.00 4 1 . 0 041.0041.0041.0041.0041.0041.0041.0041.00 41.0041.0041.00 4 0 . 9 2 4 0 . 9 2 40.9240.9240.9240.924 0 . 9 240.9240.9240.9240.9240.9240.9240.9240.924 0 . 9 2 40.9240.9240.9240.9240.9240.9240.9240.924 0 . 9 240.9240.9240.9240.92 40.9 2 40.9240.9240.9240.9240.9240.9240.9240.924 1 . 0 0 41.0041.004 1 . 0 041.0041.0041.004 1 . 0 0 41.0041.0041.004 1 . 0 0 41.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.0041.004 1 . 0 0 41.0041.004 1 . 0 0 41.0041.004 1 . 0 0 4 1 . 0 0 41.0041.0041.0041.0041.0041.0041.0041.00 41.0041.0041.0041.00CHAMBER SYSTEM PHASE 1 PHASE 2 2.0%2.4%2.4%2.0%4.4% 2.4 % 2.5%4.2%3.3%4.1%6.3% 1 . 9%2.1%2 . 8%26.0%13.2 % 20.7% 24.5%28.6%4.7%1.4%21.0%24.1%8.5' 18' 26' F L - F L 41.00 41.00 41.00 41.00 41.00 41.00 41.004 1 . 0 0 41.0041.0015' 2.9' 15' 26' 18' 13'2.94'15' 26' 18' 26' 15' 18'26'9' 9'37.63FL37.66 F L 37.60FL 37.57FL37 . 5 6 F L 37. 5 4 F L 37. 3 3 F L 37.9 4 F L 37.88FL38.05FL38 . 0 6 F L 38.03FL37.97FL37.96FL38.23FL38.26FL38.18FL37.76FL38.11FL38.06FL37.55FL38.00FL37.98FL38.01FL39.36FL39.0 8 F L39.06FL39.01FL38.99FL39.30FL39.39FL39.47FL39.12FL39.15FL39.13FL39.47FL39.00FL39 . 4 2 F L39.44FL39.45FL 39.5 8 F L 39.70FL39 . 5 5 F L39.56FL39.58FL39.89FL39.75FL 39.10FL38.7 5 F L 40.98FL38.85FL 38.94FL 39.0 1 F L39.25FL39.08FL39.48FL39.48FL39.76FL40.59FL38.95FL38.89FL38.88FL38.86FL38.64FL39.07FL 40.06FL39.01FL 39.12FL 39.15FL 39.14FL39.13FL 40.03FL3 9 . 6 0 F L 39.62 F L 40.9 5 F L 37.80FL38.32FL37.74FL3 7 . 7 5 F L 38.02FL38.29FL39.95FL37.80FL38.27FL38.45FL39.53FL39.48FL37.95F L40.41FL38.91FL40.20FL 39 . 5 3 F L 38 . 2 0 F L38.12FL37.93FL37.65FL 38.48FL39.16FL39.65FL39.55FL 39.43FL39.14FL39.05FL39 . 0 2 F L 39.54FL39.56FL39.03FL 39 . 1 6 F L 39.1 9 F L39.23FL39.27FL39.55FL40.08TC38.37FL 38.49FL38.63FL37.73FL38.66TC38.03TC40.29TC40.07TC38.83TC38.30TC39.56TC 38.92TC 39.69TC37.28TC37.27TC37.66TC3 7 . 5 6 T C 40.08TC40.16TC40.44TC3 9 . 8 9 T C 40.7 8 T C 40.61TC40.94 T C 38.04TC 38.04TC 37.93TC39.00TC40.23TC4 0 . 2 6 T C 4 0 . 3 1 T C40.27TC 40.30TC39.57TC 40.03TC 40.07TC 39.86TC38.37TC38.72TC38.51TC3 9 . 5 1 T C 4 0 . 3 2 T C40.30TC40.27TC40.26TC40.22TC40.07TC40.05TC40.01TC39.98TC39.68TC39.60TC 39.53TC39.59TC40.07TC39.51TC38.73TC 39.12TC 39.00TC39.86TC40.46TC40.63TC39.38FL40.18FL 40.26 F L 39.7 1 T C 39.31FL3 9 . 3 0 F L 39.0 5 F L 39.1 2 F L 39.07FL39.33FL39.24FL 39.3 9 F L 39.5 4 F L 39.72TC39.62TC39.95TC 39.80TC 37.87FL37.88FL37.90FL38.00FL 40.6 7 F L40.68FL40.70FL40.16FL 39.70FL 4 0 . 2 1 F L40.73FL 40.05T C 40.03T C 39.04FL39.03FL 39.83FL 39.62FL39.52FL 38.94FL 41.35TC40.79TC3 7 .22FL 38.57TC 38.60TC38.81TC38.93T C 38.50TC38.48T C 38.41 T C 38.42TC38.56T C 38.51T C 38.48TC38.60TC38.09F L37.70TC37.80TC39.11TC38.62TC39.01TC38.51TC38.54TC38.62TC 38.90TC 39.31TC39.56TC39.66TC39.41TC39.00TC38.73TC38.67TC40.51TC40. 6 0 T C40.31TC4 0 . 2 1 T C 39.18TC39.28TC39.79TC39.70TC13.55'12.94'13.55' TOF = 4941.00 8.5' 26' 8' 18'GRADING PLAN1" = 20' 1" = 20' 11 GR07 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE SIDEWALK CHASE SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE STEPS GRASS PAVERS 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. 4.THE FIRE LANES AS DENOTED BY THE EMERGENCY ACCESS EASEMENTS WILL HAVE A FLAT ALL WEATHER DRIVING SURFACE THAT IS CAPABLE OF SUPPORTING 40 TONS. 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' PHASE 1PHASE 2POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)TEEEEEEEEEEEETTTTTTTTTTTTCLUBHOUSE A A A B B E B STORM LINE A STORM LINE A: STORM LINE B: WQ CHAMBERS (LID) SYSTEM STORM LINE C: SDI A1-4 SDI C-3 SDMH A1-2 SDI A1-3 SDMH A1-1 SDMH C-2 SDI C-1 SDMH A-4 SDMH A-3 SDMH A-2-1 SDMH A-2-2 SDMH A-2 SDI B-1 SDI A3-1 FES A-1 24"24"24"18" 18"18"18"18"18"18"18"18" 18" 18" 01 1.85 85% 02 1.323 86% 03 1.96 84% 04 1.40 82% 05 1.03 75% 06 0.36 51% 07 1.69 92% 08 2.446 23% OS-1 0.84 58% OS-3 0.96 54% OS-4 0.85 68% OS-5 0.64 62% OS-6 0.71 88% OS-2 0.46 10% OS-7 0.75 88% OS-8 0.47 88% OS-9 1.27 88% OS-10 0.2 95%DRAINAGE PLAN1" = 60' 1" = 60' 12 DN01 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30'PHASE 2KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CENTER LINE CURB AND GUTTER EXISTING CONTOURS PROPOSED CONTOURS PHASING LINE PROPOSED UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP NOTES 1.SEE GRADING SHEETS FOR ADDITIONAL SPOT ELEVATIONS FOR THE PROJECT. 2.SEE EROSION CONTROL PLANS FOR ADDITIONAL INFORMATION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP D-101 GRADING BASIN BOUNDARY DESIGN POINT BASIN LABEL BASIN IMPERVIOUSNESS BASIN AREA FLOW DIRECTIONPHASE 1 IP SFSFSF SF SF SF SF SFVTC A SF VTC PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES CWA RS A A EROSION CONTROL PLAN - INITIAL1" = 60' 1" = 60' 13 EC01 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PHASE 2 TOTAL PROJECT DISTURBED AREA 16.50 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 15.91 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.59 ACRES TOTAL STORAGE/STAGING AREA 0.5000 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A ESTIMATED PERCENT OF PROJECT AREA EXPOSED 100% ESTIMATED PERCENT VEGETATIVE COVER ~95%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH FEET NUMBER OF PHASES W/PROJECT 2 TOTAL VOUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (+) 155,000 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQUARE FEET STEEPEST SLOPE 4 H:V DISTANCE FROM A RIPARIAN AREA OF SENSITIVE AREA 1,200 FEET KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER PHASING LINE EROSION CONTROL VEHICLE TRACKING CONTROL PAD WATTLE DIKE TEMPORARY SEDIMENT INLET PROTECTION TURF REINFORCEMENT MAT SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE PERMANENT SEEDING SILT FENCE TO BE REMOVED PERIMETER PROTECTION DURING BUILDING CONSTRUCTION NOTES 1.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. 2.ALL DISTURBED AREAS SHALL BE REVEGETATED. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER POLLUTION PREVENTION PLAN (SWPP) FOR THIS PROJECT. 5.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.TEMPORARY SEEDING OR TACKIFER PLACEMENT SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 14 DAYS WITH NO CONSTRUCTION ACTIVITY. 8.TURF REINFORCEMENT MAT SHALL BE PYRAMAT OR APPROVED EQUAL. 9.CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY OF THE CITY, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED DAILY, AS MAY BE REQUIRED. SUCH MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWER. 10.THE PROJECT LANDSCAPE PLAN WILL CONTAIN THE DETAILED INFORMATION REGARDING REQUIRED SEED TYPES/MIXES. 11.SEE THE GENERAL NOTES SHEETS FOR ALL OF THE CITY OF FORT COLLINS EROSION CONTROL NOTES. VTC WD TS IP TRM SF LIMITS OF DISTURBANCE RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A B BBBB B B B B PHASE 1 PHASE 1 STOCKPILE Implementation Timeline: Initial Overlot Grading Prior to Utility Construction POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)IP IP IP IP IP IP SFSFSF SF SF A SF SFVTC TS 4.8:1 4.1:1 4.0:14.1:17.6:14.2:15.2:14.3:14.6:14.2:1SF SF VTC SR SR SR SR SR SR PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES CWA WD WDWD WD WD WD WD WD WDWD WDWD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD SR SR SR SR SRSRSR SR SR RS IP A WDIP EROSION CONTROL PLAN - INTERIM1" = 60' 1" = 60' 14 EC02 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PHASE 2 TOTAL PROJECT DISTURBED AREA 16.50 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 15.91 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.59 ACRES TOTAL STORAGE/STAGING AREA 0.5000 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A ESTIMATED PERCENT OF PROJECT AREA EXPOSED 100% ESTIMATED PERCENT VEGETATIVE COVER ~95%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH FEET NUMBER OF PHASES W/PROJECT 2 TOTAL VOUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (+) 155,000 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQUARE FEET STEEPEST SLOPE 4 H:V DISTANCE FROM A RIPARIAN AREA OF SENSITIVE AREA 1,200 FEET KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER PHASING LINE EROSION CONTROL VEHICLE TRACKING CONTROL PAD WATTLE DIKE TEMPORARY SEDIMENT INLET PROTECTION TURF REINFORCEMENT MAT SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE PERMANENT SEEDING SILT FENCE TO BE REMOVED PERIMETER PROTECTION DURING BUILDING CONSTRUCTION NOTES 1.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. 2.ALL DISTURBED AREAS SHALL BE REVEGETATED. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER POLLUTION PREVENTION PLAN (SWPP) FOR THIS PROJECT. 5.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.TEMPORARY SEEDING OR TACKIFER PLACEMENT SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 14 DAYS WITH NO CONSTRUCTION ACTIVITY. 8.TURF REINFORCEMENT MAT SHALL BE PYRAMAT OR APPROVED EQUAL. 9.CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY OF THE CITY, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED DAILY, AS MAY BE REQUIRED. SUCH MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWER. 10.THE PROJECT LANDSCAPE PLAN WILL CONTAIN THE DETAILED INFORMATION REGARDING REQUIRED SEED TYPES/MIXES. 11.SEE THE GENERAL NOTES SHEETS FOR ALL OF THE CITY OF FORT COLLINS EROSION CONTROL NOTES. VTC WD TS IP TRM SF LIMITS OF DISTURBANCE RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A B BBBB B B B B PHASE 1 PHASE 1 STOCKPILE Implementation Timeline: Utility Installation and Building Construction POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)TEEEEEEEEEEEETTTTTTTTTTTTIP 4.8:1 4.1:1 4.0:14.1:17.6:14.2:15.2:14.3:14.6:14.2:1PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES PS PS PS PS PS PS PS PS PS PS PS PS PS PS PSPS PS PS PS IPIP IP IP IP PS PS PS PSPSPSPSPSPS PS PS PSPS IP IP EROSION CONTROL PLAN - FINAL1" = 60' 1" = 60' 15 EC03 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PHASE 2 TOTAL PROJECT DISTURBED AREA 16.50 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 15.91 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.59 ACRES TOTAL STORAGE/STAGING AREA 0.5000 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A ESTIMATED PERCENT OF PROJECT AREA EXPOSED 100% ESTIMATED PERCENT VEGETATIVE COVER ~95%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH FEET NUMBER OF PHASES W/PROJECT 2 TOTAL VOUME OF IMPORTED (+) / EXPORTED (-) MATERIALS (+) 155,000 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE SQUARE FEET STEEPEST SLOPE 4 H:V DISTANCE FROM A RIPARIAN AREA OF SENSITIVE AREA 1,200 FEET KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER PHASING LINE EROSION CONTROL VEHICLE TRACKING CONTROL PAD WATTLE DIKE TEMPORARY SEDIMENT INLET PROTECTION TURF REINFORCEMENT MAT SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE PERMANENT SEEDING SILT FENCE TO BE REMOVED PERIMETER PROTECTION DURING BUILDING CONSTRUCTION NOTES 1.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. 2.ALL DISTURBED AREAS SHALL BE REVEGETATED. 3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS. 4.IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE CONTRACTOR SHALL COMPLETE, COORDINATE WITH, AND UPDATE AS REQUIRED, THE STORMWATER POLLUTION PREVENTION PLAN (SWPP) FOR THIS PROJECT. 5.CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED. 6.ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP. 7.TEMPORARY SEEDING OR TACKIFER PLACEMENT SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 14 DAYS WITH NO CONSTRUCTION ACTIVITY. 8.TURF REINFORCEMENT MAT SHALL BE PYRAMAT OR APPROVED EQUAL. 9.CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY OF THE CITY, AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED DAILY, AS MAY BE REQUIRED. SUCH MATERIALS SHALL BE PREVENTED FROM ENTERING THE STORM SEWER. 10.THE PROJECT LANDSCAPE PLAN WILL CONTAIN THE DETAILED INFORMATION REGARDING REQUIRED SEED TYPES/MIXES. 11.SEE THE GENERAL NOTES SHEETS FOR ALL OF THE CITY OF FORT COLLINS EROSION CONTROL NOTES. VTC WD TS IP TRM SF LIMITS OF DISTURBANCE RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A B BBBB B B B B PHASE 1 Implementation Timeline: Paving to Final Restoration BBB B B B B B 78 34 1011 6 9 CLUB HOUSE 12POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)5 TEEEEEEEEEEEETTTTTTTTTTTT10' TYPE R INLET 10' TYPE R INLET WATER QUALITY CHAMBER SYSTEM TYPE 13 INLET 10' TYPE R INLET FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 30" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER TIE INTO EXISTING SANITARY MANHOLE 48" SANITARY SEWER MH (TYP) SIDEWALK CHASE 8" WATERLINE 8" WATERLINE 8" WATERLINE 6" FIRE SERVICE WATER SERVICE6" FIRE SERVICE WATER SERVICE 6" FIRE 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 8"X8" TEE 8"X8" CROSS 8"X8" TEE 8"X6" TEE 8"X6" TEE 8"X8" CROSS 8"X6" TEE 8"X6" TEE 8"X6" TEE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 18" STORM SEWER PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT 8"X6" TEE TYPE 13 INLET 8"X6" TEE 8"X6" TEE 8"X8" CROSS TYPE 13 INLET18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER LIGHT (TYP) LIGHT (TYP) LIGHT (TYP) LIGHT (TYP) 48" SANITARY SEWER MH (TYP) TYPE 13 INLET OVERALL 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER GRASS PAVED AREA 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 ELECTRICAL LINE ELECTRIC METER TRANSFORMER 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 E T UT04 UT03 UT02 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ____________________________________ GENERAL MANAGER DATE: ________________ REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 7 3 4 1 POTTER DRIVE (PRIVATE STREET) T E E E E T T T T TYPE 13 INLET FIRE HYDRANT 6" FIRE SERVICE WATER SERVICE 8" WATERLINE WATER SERVICE 6" FIRE SERVICE WATER SERVICE 6" FIRE SERVICE 8"X8" TEE 8"X8" CROSS 8"X6" TEE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 8"X6" TEE 8"X8" CROSS TYPE 13 INLET 8"X6" TEE 48" SANITARY SEWER MANHOLE (TYP) WATER SERVICE 6" FIRE SERVICE 8"X6" TEE 8"X6" TEE LIGHT (TYP) 8" WATERLINE 18" STORM SEWER LIGHT (TYP) PROPOSED UTILITY EASEMENT 8" SANITARY SEWER 8" WATERLINE 6" SANITARY SEWER SERVICE 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 0 30'60' SCALE: 1" = 30' 15' LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER GRASS PAVED AREA 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 ELECTRICAL LINE ELECTRIC METER TRANSFORMER 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 E T UTILITY PLAN1" = 30' N/A 17 UT02EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ____________________________________ GENERAL MANAGER DATE: ________________ REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 8 6 9 2 BELLAMY LANE (PRIVATE STREET) 5 E E E E E T T T T T T 10' TYPE R INLET FIRE HYDRANT FIRE HYDRANT 18" STORM SEWER 18" STORM SEWER TIE INTO EXISTING SANITARY MANHOLE 48" SANITARY SEWER MH (TYP) 8" WATERLINE 8" WATERLINE 6" FIRE SERVICE WATER SERVICE WATER SERVICE 6" FIRE SERVICE 6" FIRE SERVICE WATER SERVICE 8"X8" TEE 8"X8" CROSS 8"X8" TEE 8"X6" TEE 18" STORM SEWER PROPOSED UTILITY EASEMENT TYPE 13 INLET 8"X6" TEE 8"X6" TEE 8"X8" TEE 18" STORM SEWER 18" STORM SEWER 48" SANITARY SEWER 8"X6" TEE TYPE 13 INLET 18" STORM SEWER 18" STORM SEWER LIGHT (TYP) WATER SERVICE FIRE HYDRANT 8"X6" TEE LIGHT (TYP) WATER SERVICE 6" FIRE SERVICE 8"X6" TEE 8"X6" TEE 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 0 30'60' SCALE: 1" = 30' 15' LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER GRASS PAVED AREA 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 ELECTRICAL LINE ELECTRIC METER TRANSFORMER 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 E T UTILITY PLAN1" = 30' N/A 18 UT03EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ____________________________________ GENERAL MANAGER DATE: ________________ REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 10 11 CLUB HOUSE E E E T T 10' TYPE R INLET 10' TYPE R INLET WATER QUALITY CHAMBER SYSTEM FIRE HYDRANT 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER SIDEWALK CHASE 8" WATERLINE WATER SERVICE 6" FIRE SERVICE WATER SERVICE 6" FIRE SERVICE WATER SERVICE 6" SANITARY SEWER SERVICE 8"X6" TEE 8"X6" TEE PROPOSED UTILITY EASEMENT PROPOSED DRAINAGE EASEMENT 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER 48" SANITARY SEWER MANHOLE (TYP) LIGHT (TYP) LIGHT (TYP)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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 0 30'60' SCALE: 1" = 30' 15' LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER GRASS PAVED AREA 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 ELECTRICAL LINE ELECTRIC METER TRANSFORMER 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 E T UTILITY PLAN1" = 30' N/A 19 UT04EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ____________________________________ GENERAL MANAGER DATE: ________________ REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 3 4 6 9 CLUB HOUSE 12POTTER DRIVE (PRIVATE STREET)5 57.63 LF 8" PVC @ 1.00% STA: 9+75.00 N: 16406.80 E: 13930.10 BEGIN ALIGNMENT EEEEETTTTTT149°35'42"'142.50 LF 8" PVC @ -0.50%MH-A7 (48"∅) STA 18+66.77 N: 17113.46 E: 13753.21 254.26 LF 8" PVC @ -1.00% MH-A6 (48"∅) STA 16+12.51 N: 16859.21 E: 13752.14 206.84 LF 8" PVC @ -1.00% MH-EXA1 STA 10+98.87 N: 16406.80 E: 13806.24 TIE INTO EXISTING SANITARY SEWER 110.66 LF 8" PVC @ 1.00%EXISTING SANITARY SEWER 20+269+7510+0011+0012+0013+00 14+0 0 15+00 16+00 17+00 18+00 19+0020+00SEE SHEET SS02 FOR PLAN AND PROFILE MH-A8 STA 20+09.28 N: 17114.15 E: 13610.71 6" PVC SANITARY SEWER SERVICE LINE (N) STA: 15+13.23 N: 16759.92 E: 13751.72 6" PVC SANITARY SEWER SERVICE LINE STA: 14+17.43 N: 16664.13 E: 13751.31 6" PVC SANITARY SEWER SERVICE LINE STA: 17+23.75 N: 16970.44 E: 13752.51 6" PVC SANITARY SEWER SERVICE LINE MH-A2 (48"∅) STA 12+09.52 N: 16462.81 E: 13710.80 MH-A5 STA 14+05.67 N: 16652.36 E: 13751.27 71.07 LF 8" PVC @ 1.00% 67.44 LF 8" PVC @ -1.00% MH-A3 (48"∅) STA 12+67.16 N: 16516.31 E: 13732.23 MH-A4 (48"∅) STA 13+38.23 N: 16587.37 E: 13733.27 98°34'1 9 "' 159°0'17"' 165°21'41"' 164°45'49"'9+7510+0010+529+7510+0010+429+7510+0010+529+7510+0010+429+7510+0010+52SANITARY SEWER B PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 20+25.54 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 FG=FG=FG=4936.56FG=4936.43FG=4936.56FG=4936.59FG=4936.76FG=4936.96FG=4937.16FG=4937.39FG=4937.57FG=4937.76FG=4937.96FG=4938.17FG=4938.44FG=4938.68FG=4938.92FG=4939.18FG=4939.50FG=4939.55FG=4939.60FG=4939.61FG=4939.599+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+26MH-EXA1 (48"Ø)STA 10+98.87RIM 4937.6±INV. IN 4925.78 (NW)INV. OUT 4925.58 (E)D = 12.09'MH-A2 (48"Ø)STA 12+09.52RIM 4938.8±INV. IN 4927.09 (S)INV. IN 4927.09 (N)INV. OUT 4926.89 (SE)D = 11.95'110.66 LF 8" PVC @ 1 . 0 0 %MH-A3 (48"Ø)STA 12+67.16RIM 4940.2±INV. IN 4927.90 (N)INV. OUT 4927.67 (S)D = 12.58'71.07 LF 8" PVC @ 1 . 0 0 %MH-A4 (48"Ø)STA 13+38.23RIM 4939.9±INV. OUT 4928.61 (S)INV. OUT 4928.81 (N)D = 11.32'MH-A5 (48"Ø)STA 14+05.67RIM 4940.4±INV. IN 4929.48 (S)INV. OUT 4929.68 (N)D = 10.92'67.44 LF 8" PVC @ 1 . 0 0 % 206.84 LF 8" PVC @ 1 . 0 0 %MH-A6 (48"Ø)STA 16+12.51RIM 4942.6±INV. IN 4931.75 (S)INV. OUT 4931.95 (N)D = 10.99'254.26 LF 8" PVC @ 1 . 0 0 %MH-A7 (48"Ø)STA 18+66.77RIM 4945.2±INV. IN 4934.49 (S)INV. OUT 4934.70 (W)D = 10.74'142.50 LF 8" PVC @ 0.50%MH-A8 (48"Ø)STA 20+09.28RIM 4946.4±INV. IN 4935.41 (E)D = 11.01'57.63 LF 8" PVC @ 1 . 0 0 %STA: 13+53.74INV.= 4936.43'PROP. 8" WATERLINESTA: 14+57.50INV.= 4937.58'PROP. 8" WATERLINESTA: 14+81.96INV.= 4936.14'PROP 6-INCH HYDRANT LATERALSTA: 16+22.50INV.= 4937.51'PROP. 8" WATERLINESTA: 18+47.18INV.= 4939.99'PROP 6-INCH HYDRANT LATERALSANITARY SEWER PLAN & PROFILE1" = 40' 1" = 4' 20 SS01 0 40'80' SCALE: 1" = 40' 20' KEYMAP NTS 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 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.MINIMUM COVER ON WATERLINES IS 5.0 FEET. 5.ALL SANITARY SEWER SERVICES ARE 4" DIAMETER UNLESS SPECIFIED OTHERWISE. 6.SANITARY SERVICE TABLES DENOTE SANITARY MARKER POST LOCATIONS. 7.ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ____________________________________ GENERAL MANAGER DATE: ________________ REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 6 9 CLUB HOUSE TRACTEETSTA: 9+50.00 N: 16509.22 E: 13729.39 BEGIN ALIGNMENT SEE SHEET SS01 FOR PLAN AND PROFILE SEE SHEET SS01 FOR PLAN AND PROFILE STA: 11+00.00 N: 16368.30 E: 13681.14 END ALIGNMENTMH-B1 (48"∅) STA 11+98.20 N: 16392.30 E: 13682.55 75.95 LF 8" PVC @ 1.00% MH-A2 STA 10+00.00 N: 16462.81 E: 13710.80 81°25'41" ' STA: 10+53.94 N: 16412.73 E: 13690.74 6"PVC SANITARY SEWER SERVICE LINE 11+00 9+50 10+00 SANITARY SEWER A (1) PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+00.00, END STA: 11+50.00 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG=FG=4936.80FG=4936.57FG=4936.34FG=FG=9+00 9+50 10+00 10+50 11+00 11+50 PROPOSED GROUND @ PIPE CENTERLINE MH-A2STA 10+00.00RIM 4938.8±INV. IN 4927.09 (S)INV. IN 4927.09 (N)INV. OUT 4926.89 (SE)75.95 LF 8" PVC @ 1 . 0 0 %MH-B1STA 11+98.20RIM 4938.7±INV. OUT 4927.85 (N)SANITARY SEWER PLAN & PROFILE1" = 40' 1" = 4' 20 SS02 0 40'80' SCALE: 1" = 40' 20' KEYMAP NTS 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 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.MINIMUM COVER ON WATERLINES IS 5.0 FEET. 5.ALL SANITARY SEWER SERVICES ARE 4" DIAMETER UNLESS SPECIFIED OTHERWISE. 6.SANITARY SERVICE TABLES DENOTE SANITARY MARKER POST LOCATIONS. 7.ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) BOXELDER SANITATION DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ____________________________________ GENERAL MANAGER DATE: ________________ REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. TEEEEEEEETTTTTTTTTT78 34 6 9 12POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)5 34+54 11+00 12+00 13+00 14+00 15+00 16+00 17+0018+0019+0020+0021+0022+0023+00 24+0025+00 26+ 0 0 27+ 0 0 34+00 STA: 11+21.95 N: 16632.97 E: 13495.45 8" 90° BEND W/T.B. STA: 20+07.49 N: 17093.83 E: 13763.00 8" X 6" SWIVEL TEE W/T.B. 6" GATE VALVE (W) STA: 11+71.46 N: 16633.21 E: 13445.95 8" 90° BEND W/T.B. STA: 16+63.18 N: 17124.92 E: 13448.39 8" 90° BEND W/T.B. 8" GATE VALVE (S) STA: 19+77.90 N: 17123.42 E: 13763.11 8" 90° BEND W/T.B. 8' GATE VALVE (W) STA: 14+06.75 N: 16868.50 E: 13447.12 8" X 8" CROSS 8" GATE VALVES (N,W,S) STA: 22+32.11 N: 16869.22 E: 13762.11 8" X 8" CROSS 8" GATE VALVES (N,W,S) STA: 34+54.11 N: 16511.02 E: 13494.84 END ALIGNMENT LOOP STA: 12+43.96 N: 16705.71 E: 13446.32 8" X 8" TEE W/T.B. 8" GATE VALVES (N,E) STA: 13+20.51 N: 16782.26 E: 13446.69 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (W) STA: 10+96.95 N: 16607.97 E: 13495.32 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (E) STA: 15+34.65 N: 16996.39 E: 13447.75 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (W) STA: 17+55.72 N: 17124.48 E: 13540.93 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (N) STA: 18+64.00 N: 17123.96 E: 13649.21 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (S) STA: 21+37.03 N: 16964.29 E: 13762.49 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (E) STA. 19+43.12, (29.62' R) F.H. ASSEMBLY BTM. FLANGE EL=4945.34' STA: 23+97.18 N: 16704.15 E: 13761.47 8" X 8" TEE W/T.B. 8" GATE VALVES (N,S) STA. 10+00.00 N: 16511.02 E: 13494.84 BEGIN WATERLINE LOOP 8" X 8" CROSS 8" GATE VALVES (N,W,S) STA: 10+00.00 N: 16511.02 E: 13494.84 BEGIN ALIGNMENT LOOP WATER LINE A PROFILE SCALE: (H) 1" = 20' (V) 1" = 2' START STA: 9+75.00, END STA: 23+00.00 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 PROPOSED GROUND @ PIPE CENTERLINESTA: 10+00.00T.O.P. = 4934.90'BEGIN WATER LINE LOOP8" X 8" CROSSGATE VALVES (N,W,S)STA: 11+21.95T.O.P. = 4935.42'8"~90° BEND W/ T.B.STA: 14+06.75T.O.P. = 4936.98'8" X 8" CROSS8" GATE VALVES (N,W,S)STA: 20+07.49T.O.P. = 4939.77'8" X 6" SWIVEL TEE W/T.B.6" GATE VALVE (W)PROPOSED 8" PVC WATER LINESTA: 11+71.45T.O.P. = 4935.64'8"~90° BEND W/ T.B.STA: 16+63.18T.O.P. = 4940.18'8"~90° BEND W/ T.B.8" GATE VALVE (S)STA: 19+77.90T.O.P. = 4939.98'8"~90° BEND W/ T.B.8" GATE VALVE (W)STA: 18+64.00T.O.P. = 4940.80'8" X 6" TEE W/T.B.FIRE SERVICE LINE6" GATE VALVE (S)STA: 17+55.72T.O.P. = 4941.35'8" X 6" TEE W/T.B.FIRE SERVICE LINE6" GATE VALVE (N)STA: 15+34.65T.O.P. = 4938.55'8" X 6" TEE W/T.B.FIRE SERVICE LINE6" GATE VALVE (W)STA: 13+20.51T.O.P. = 4936.28'8" X 6" TEE W/T.B.FIRE SERVICE LINE6" GATE VALVE (W)STA: 12+43.96T.O.P. = 4935.95'8" X 8" TEE W/T.B.8" GATE VALVES (N,E)STA: 10+96.95T.O.P. = 4935.32'8" X 6" TEE W/T.B.FIRE SERVICE LINE6" GATE VALVE (E)STA: 21+37.03T.O.P. = 4938.84'8" X 6" TEE W/T.B.FIRE SERVICE LINE6" GATE VALVE (E)STA: 22+32.11T.O.P. = 4938.03'8" X 8" CROSSGATE VALVES (N,W,S)STA: 17+67.30T.O.P. = 4941.49'1.1 DEGREE VERTICALDEFLECTIONSTA: 13+73.00T.O.P. = 4936.51'0.5 DEGREE VERTICALDEFLECTIONSTA: 22+12.23T.O.P. = 4938.29'0.4 DEGREE VERTICALDEFLECTIONFG=FG=4939.90FG=4940.31FG=4940.45FG=4940.61FG=4941.40FG=4941.98FG=4942.44FG=4942.52FG=4942.67FG=4944.12FG=4944.42FG=4944.80FG=4945.01FG=4945.86FG=4946.10FG=4946.46FG=4946.82FG=4946.62FG=4945.74FG=4945.32FG=4945.10FG=4944.60FG=4944.25FG=4944.02FG=4943.72FG=4942.72FG=4942.289+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 WATER PLAN & PROFILES1" = 50' 1" = 5' 22 WT01 0 50'100' SCALE: 1" = 50' 25'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION 7 8 3 4 10 11 6 9 CLUB HOUSE 1 2 POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 5 KEYMAP NTS 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 NOTES 1.MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN SANITARY SEWER & WATER MAINS 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 WATER LINES ARE 8" UNLESS NOTED OTHERWISE ON THE PLANS. 4.MINIMUM COVER ON WATER LINES IS 5.0 FEET. 5.ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6.FIRE HYDRANT VALVES SHALL BE RESTRAINED TO THE TEE. 7.MAXIMUM DEFLECTION FOR THE WATER LINE IS 2 DEGREES PER PIPE. 8.ALL WATER SERVICES ARE 3/4" DIAMETER UNLESS SPECIFIED OTHERWISE. 9.WATER SERVICE TABLES DENOTE CURB STOP LOCATIONS WITH OFFSET BEING FROM THE WATER LINE. 10.CURB STOPS SHALL BE 5.5' TALL & BURIED 6" BELOW FINISHED GROUND ELEVATION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAPMATCHLINESEE SHEET WT02SEE SHEET WT03 FOR PLAN AND PROFILE SEE SHEET WT04 FOR PLAN AND PROFILE SEE SHEET WT03 FOR PLAN AND PROFILE SEE SHEET WT03 FOR PLAN AND PROFILE EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 PROPOSED GROUND @ PIPE CENTERLINE STA: 25+28.76T.O.P. = 4933.83'8" ~ 45° BEND W/ T.B.STA: 27+24.76T.O.P. = 4933.25'8" ~ 45° BEND W/ T.B.STA: 28+56.15INV.= 4932.52'18" Ø RCP STORMSTA: 28+38.63T.O.P. = 4932.94'22.5° VERTICAL BEND W/ T.B.STA: 28+83.03T.O.P. = 4933.39'22.5° VERTICAL BEND W/ T.B.STA: 28+76.37T.O.P. = 4930.38'22.5° VERTICAL BEND W/ T.B.STA: 32+65.34T.O.P. = 4935.29'8" ~ 90° BEND W/ T.B.8" GATE VALVE (S)STA: 33+17.34T.O.P. = 4935.18'8" ~ 90° BEND W/ T.B.PROPOSED 8" PVC WATER LINE STA: 28+66.37INV.= 4931.88'24" Ø RCP STORMSTA: 34+54.11T.O.P. = 4934.90'CLOSE WATER LINE LOOP@ 8" X 8" CROSS8" GATE VALVES (N,W,S)STA: 27+18.96T.O.P. = 4933.27'8" X 6" SWIVEL TEE W/ T.B.6" GATE VALVE (W)STA: 24+75.73T.O.P. = 4934.66'8" ~ 45° BEND W/ T.B.STA: 23+97.18T.O.P. = 4935.88'8" X 8" TEE W/T.B.8" GATE VALVES (N,S)STA: 23+73.10T.O.P. = 4936.19'8" X 6" SWIVEL TEE W/ T.B.6" GATE VALVE (W)STA: 23+23.50T.O.P. = 4936.84'8" X 6" TEE W/T.B.FIRE SERVICE LINE6" GATE VALVE (E)STA: 25+08.98INV.= 4929.63'8" Ø SANITARY SEWERSTA: 32+53.30T.O.P. = 4935.31'1.0 DEGREE VERTICALDEFLECTIONSTA: 25+32.22T.O.P. = 4933.78'0.65 DEGREE VERTICALDEFLECTIONSTA: 27+48.69T.O.P. = 4933.18'8" ~ 45° BEND W/ T.B.STA: 28+44.30T.O.P. = 4930.38'8" 90° BEND (H) W/ T.B.ROLLED 22.5° (V)STA: 29+99.66T.O.P. = 4932.46'8" 90° BEND W/ T.B.8" GATE VALVE (N)STA: 31+20.60T.O.P. = 4933.36'8" 90° BEND W/ T.B.STA: 31+31.60T.O.P. = 4933.52'8" X 6" TEE W/ T.B.FIRE SERVICE LINE6" GATE VALVE (W)STA: 31+41.37T.O.P. = 4933.67'8" X 6" SWIVEL TEE W/ T.B.6" GATE VALVE (E)STA: 31+50.09T.O.P. = 4933.79'8" X 6" TEE W/ T.B.FIRE SERVICE LINE6" GATE VALVE (W)STA: 33+52.57T.O.P. = 4935.11'8" X 6" TEE W/ T.B.FIRE SERVICE LINE6" GATE VALVE (E)STA: 30+38.15T.O.P. = 4932.15'1.3° VERTICAL DEFLECTIONSTA: 25+98.10T.O.P. = 4933.60'8" 45° BEND W/ T.B.STA: 26+38.15T.O.P. = 4933.49'8" x 8" TEE W/ T.B.8" GATE VALVE (W,S)1.5'FG=4942.28FG=4941.96FG=4941.38FG=4940.73FG=4940.19FG=4939.53FG=4939.80FG=4939.03FG=4938.80FG=4939.49FG=4940.49FG=4940.24FG=4939.18FG=4938.83FG=4938.62FG=4937.65FG=4938.38FG=4939.01FG=4940.15FG=4940.56FG=4940.38FG=4940.36FG=4940.06FG=4939.84FG=FG=23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50EEEEEEETTTTTTT81011 6 9 CLUB HOUSE 2 POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)5 34+54 11+00 12+0013+0014+00 22+00 23+00 24+00 25+00 26+ 0 0 27+ 0 0 28+0029+00 30+0031+0032+0033+0034+00 STA: 26+38.15 N: 16481.96 E: 13707.70 8" X 8" TEE W/T.B. 8" GATE VALVES (W,S) STA: 23+73.10 N: 16728.23 E: 13761.56 8" X 6" SWIVEL TEE W/T.B. 6" GATE VALVE (W) STA: 25+98.10 N: 16519.14 E: 13722.60 8" 45° BEND W/T.B. STA: 25+28.76 N: 16588.47 E: 13723.28 8" 45° BEND W/T.B. STA: 24+75.73 N: 16625.59 E: 13761.16 8" 45° BEND W/T.B. STA: 27+24.76 N: 16401.56 E: 13675.49 8" 45° BEND W/T.B. STA: 28+44.30 N: 16384.54 E: 13563.15 8" 90° BEND W/T.B. STA: 29+99.66 N: 16229.18 E: 13562.38 8" 90° BEND W/T.B. 8" GATE VALVE (N) STA: 31+20.60 N: 16229.78 E: 13441.45 8" 90° BEND W/T.B. STA: 32+65.34 N: 16374.51 E: 13442.16 8" 90° BEND W/T.B. 8" GATE VALVE (S) STA: 33+17.34 N: 16374.26 E: 13494.16 8" 90° BEND W/T.B. STA: 34+54.11 N: 16511.02 E: 13494.84 END ALIGNMENT CLOSE WATER LINE LOOP @ 8" X 8" CROSS 8" GATE VALVES (N,W,S) STA: 23+23.50 N: 16777.82 E: 13761.75 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (E) STA. 23+73.10, (31.21' R) F.H. ASSEMBLY BTM. FLANGE EL=4941.98' STA. 27+18.96, (13.43' R) F.H. ASSEMBLY BTM. FLANGE EL=4940.06' STA: 27+18.96 N: 16406.94 E: 13677.64 8" X 6" SWIVEL TEE W/T.B. 6" GATE VALVE (W) STA: 33+52.57 N: 16409.48 E: 13494.34 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (E) STA: 31+41.37 N: 16250.54 E: 13441.55 8" X 6" SWIVEL TEE W/T.B. 6" GATE VALVE (E) STA: 31+31.60 N: 16240.78 E: 13441.50 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (W) STA. 31+05.14, (20.76' R) F.H. ASSEMBLY BTM. FLANGE EL=4939.21' STA: 31+50.09 N: 16259.27 E: 13441.38 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (W) STA: 23+97.18 N: 16704.15 E: 13761.47 8" X 8" TEE W/T.B. 8" GATE VALVES (N,S) STA: 10+00.00 N: 16511.02 E: 13494.84 BEGIN ALIGNMENT LOOP STA: 27+48.69 N: 16384.44 E: 13658.76 8" 45° BEND W/T.B.WATER PLAN & PROFILES1" = 50' 1" = 5' 23 WT02 0 50'100' SCALE: 1" = 50' 25'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION 7 8 3 4 10 11 6 9 CLUB HOUSE 1 2 POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 5 KEYMAP NTS 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 NOTES 1.MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN SANITARY SEWER & WATER MAINS 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 WATER LINES ARE 8" UNLESS NOTED OTHERWISE ON THE PLANS. 4.MINIMUM COVER ON WATER LINES IS 5.0 FEET. 5.ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6.FIRE HYDRANT VALVES SHALL BE RESTRAINED TO THE TEE. 7.MAXIMUM DEFLECTION FOR THE WATER LINE IS 2 DEGREES PER PIPE. 8.ALL WATER SERVICES ARE 3/4" DIAMETER UNLESS SPECIFIED OTHERWISE. 9.WATER SERVICE TABLES DENOTE CURB STOP LOCATIONS WITH OFFSET BEING FROM THE WATER LINE. 10.CURB STOPS SHALL BE 5.5' TALL & BURIED 6" BELOW FINISHED GROUND ELEVATION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAPMATCHLINESEE SHEET WT01EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. SEE SHEET WT04 FOR PLAN AND PROFILE SEE SHEET WT03 FOR PLAN AND PROFILE T E E E E E E T T T T T 7 8 4 1 2 POTTER DRIVE (PRIVATE STREET) 5 9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+50 STA: 9+75.00 N: 16869.09 E: 13329.32 BEGIN ALIGNMENT STA: 15+50.00 N: 16868.66 E: 13904.32 END ALIGNMENT STA: 14+07.79 N: 16869.22 E: 13762.11 8"X 8" CROSS 8" GATE VALVES (N,W,S) STA: 10+92.79 N: 16868.50 E: 13447.12 8"X 8" CROSS 8" GATE VALVES (N,W,S) STA: 10+72.00 N: 16868.61 E: 13426.32 8" X 6" SWIVEL TEE W/T.B. 6" GATE VALVE (S) STA. 10+71.90, (22.78' R) F.H. ASSEMBLY BTM. FLANGE EL=4943.11' STA: 15+06.09 N: 16868.78 E: 13860.42 REMOVE 8" PLUG AND CONNECT TO EXISTING 8" STUB STA: 10+00.00 N: 16869.00 E: 13354.32 REMOVE 8" PLUG AND CONNECT TO EXISTING 8" STUB WATER LINE B PROFILE SCALE: (H) 1" = 20' (V) 1" = 2' START STA: 9+50.00, END STA: 15+25.00 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 PROPOSED GROUND @ PIPE CENTERLINE FG=FG=4941.29FG=4942.73FG=4942.75FG=4942.95FG=4943.24FG=4943.53FG=4943.20FG=4943.06FG=4942.93FG=4943.58FG=4941.86FG=4940.959+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+25 1.5'STA: 10+00.00T.O.P. = 4936.30'REMOVE 8" PLUGAND CONNECT TOEXISTING 8" STUBSTA: 13+71.58T.O.P. = 4937.62'8"~22.5° VERTICAL BEND W/ T.B.STA: 13+74.79T.O.P. = 4936.06'8"~22.5° VERTICAL BEND W/ T.B.STA: 13+94.79T.O.P. = 4936.06'8"~22.5° VERTICAL BEND W/ T.B.STA: 13+99.20T.O.P. = 4938.15'8"~22.5° VERTICAL BEND W/ T.B.PROPOSED 8" PVC WATER LINE STA: 13+84.89INV.= 4937.11'18"∅ RCP STORM1.5'STA: 10+98.66T.O.P. = 4936.98'8"~22.5° VERTICAL BEND W/ T.B.STA: 11+00.79T.O.P. = 4935.91'8"~22.5° VERTICAL BEND W/ T.B.STA: 11+20.79T.O.P. = 4935.91'8"~22.5° VERTICAL BEND W/ T.B.STA: 11+23.02T.O.P. = 4937.01'8"~22.5° VERTICAL BEND W/ T.B.STA: 11+10.79INV.= 4937.99'18"∅ RCP STORMSTA: 13+97.86TOP = 4932.25'8"∅ SANITARY SEWERSTA: 10+92.79T.O.P. = 4936.94'8" X 8" CROSS8" GATE VALVES (N.W.S)STA: 10+72.00T.O.P. = 4936.80'8" X 6" SWIVEL TEE W/T.B.FIRE HYDRANT LATERAL6" GATE VALVE (S)STA: 15+06.09T.O.P. = 4936.65'REMOVE 8" PLUGAND CONNECT TOEXISTING 8" STUBSTA: 14+07.79T.O.P. = 4938.03'8"X 8" CROSS8" GATE VALVES (N,W,S)E E E E E T T T T T 8 10 6 9 CLUB HOUSE 2 BELLAMY LANE (PRIVATE STREET) STA: 9+50.00 N: 16512.09 E: 13277.55 BEGIN ALIGNMENT STA: 14+00.00 N: 16476.61 E: 13721.05 END ALIGNMENT STA: 11+67.29 N: 16511.02 E: 13494.84 8"X 8" CROSS 8" GATE VALVE (N,W,S) STA: 13+85.62 N: 16481.96 E: 13707.70 8" X 8" TEE W/T.B. 8" GATE VALVE (W,S) STA: 10+00.00 N: 16511.85 E: 13327.55 REMOVE 8" PLUG AND CONNECT TO EXISTING 8" STUB 14+00 9+50 10+00 11+00 12+00 13+00 14+ 0 0 STA: 13+09.37 N: 16510.32 E: 13636.92 22.5° BEND W/T.B. WATER LINE C PROFILE SCALE: (H) 1" = 20' (V) 1" = 2' START STA: 9+00.00, END STA: 14+50.00 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 FG=FG=FG=4934.88FG=4935.16FG=4935.37FG=4935.61FG=4935.97FG=4936.19FG=4936.38FG=4936.58FG=4936.79FG=9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PROPOSED GROUND @ PIPE CENTERLINESTA: 10+00.00T.O.P. = 4933.12'REMOVE 8" PLUGAND CONNECT TOEXISTING 8" STUBSTA: 11+68.61T.O.P. = 4934.91'8"~45° VERTICAL BEND W/ T.B.STA: 11+67.29T.O.P. = 4934.88'8" X 8" CROSS8" GATE VALVES (N,W,S)1.5' PROPOSED 8" PVC WATER LINE STA: 11+81.77INV.= 4934.17'18"∅ RCP STORMSTA: 11+71.77T.O.P. = 4932.46'8"~45° VERTICAL BEND W/ T.B.STA: 13+85.62T.O.P. = 4933.48'8" X 8" TEE W/ T.B.8" GATE VALVE (W,SSTA: 11+91.77T.O.P. = 4931.78'8"~45° VERTICAL BEND W/ T.B.STA: 11+94.45T.O.P. = 4934.46'8"~45° VERTICAL BEND W/ T.B.STA: 13+09.37T.O.P. = 4933.48'8" 22.5° BEND W/ T.B.WATER PLAN & PROFILES1" = 50' 1" = 5' 24 WT03 0 50'100' SCALE: 1" = 50' 25'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION 7 8 3 4 10 11 6 9 CLUB HOUSE 1 2 POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 5 KEYMAP NTS 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 NOTES 1.MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN SANITARY SEWER & WATER MAINS 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 WATER LINES ARE 8" UNLESS NOTED OTHERWISE ON THE PLANS. 4.MINIMUM COVER ON WATER LINES IS 5.0 FEET. 5.ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6.FIRE HYDRANT VALVES SHALL BE RESTRAINED TO THE TEE. 7.MAXIMUM DEFLECTION FOR THE WATER LINE IS 2 DEGREES PER PIPE. 8.ALL WATER SERVICES ARE 3/4" DIAMETER UNLESS SPECIFIED OTHERWISE. 9.WATER SERVICE TABLES DENOTE CURB STOP LOCATIONS WITH OFFSET BEING FROM THE WATER LINE. 10.CURB STOPS SHALL BE 5.5' TALL & BURIED 6" BELOW FINISHED GROUND ELEVATION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. SEE SHEET WT01 FOR PLAN AND PROFILE SEE SHEET WT01 FOR PLAN AND PROFILE SEE SHEET WT01 FOR PLAN AND PROFILE SEE SHEET WT02 FOR PLAN AND PROFILE SEE SHEET WT02 FOR PLAN AND PROFILE SEE SHEET WT04 FOR PLAN AND PROFILE E E E E E E T T T T T T 8 4 6 2 POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 5 9+50 10+00 11+00 12+00 13+00 13+50 STA: 9+50.00 N: 16705.96 E: 13396.32 BEGIN ALIGNMENT STA: 10+00.00 N: 16705.71 E: 13446.32 8"X8" TEE W/T.B. 8" GATE VALVE (N,E) STA: 13+15.16 N: 16704.15 E: 13761.47 8"X8" TEE W/T.B. 8" GATE VALVE (N,S) STA: 13+50.00 N: 16703.97 E: 13796.31 END ALIGNMENT STA: 11+09.33 N: 16705.17 E: 13555.64 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (N) WATERLINE D PROFILE SCALE: (H) 1" = 20' (V) 1" = 2' START STA: 9+00.00, END STA: 14+00.00 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 FG=FG=4936.44FG=4936.60FG=4936.71FG=4936.91FG=4937.05FG=4937.24FG=4937.43FG=4937.58FG=4937.77FG=9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 PROPOSED GROUND @ PIPE CENTERLINE PROPOSED 8" PVC WATER LINESTA: 10+00.00T.O.P. = 4935.98'8" X 8" TEE W/ T.B.8" GATE VALVES (N,E)STA: 10+05.91T.O.P. = 4935.95'8" 45° VERTICAL BEND W/ T.B.STA: 10+07.99T.O.P. = 4933.88'8" 45° VERTICAL BEND W/ T.B.STA: 10+27.99T.O.P. = 4933.88'8" 45° VERTICAL BEND W/ T.B.STA: 10+30.43T.O.P. = 4936.34'8" 45° VERTICAL BEND W/ T.B.STA: 12+79.06T.O.P. = 4935.81'8"~22.5° VERTICAL BEND W/ T.B.STA: 12+82.15T.O.P. = 4934.41'8"~22.5° VERTICAL BEND W/ T.B.STA: 13+02.15T.O.P. = 4934.41'8"~22.5° VERTICAL BEND W/ T.B.STA: 13+05.36T.O.P. = 4935.88'8"~22.5° VERTICAL BEND W/ T.B.STA: 10+17.99INV.= 4937.08'18"∅ RCP STORMSTA: 12+92.15INV.= 4937.61'18"∅ RCP STORMSTA: 13+05.18TOP = 4930.87'8"∅ SANITARY SEWERSTA: 11+09.33T.O.P. = 4936.17'8" X 6" TEE W/ T.B.FIRE SERVICE LINE8" GATE VALVE (N)STA: 13+15.16T.O.P. = 4935.88'8" X 8" TEE W/T.B.8" GATE VALVES (N,S)1.5' 1.5'WATER PLAN & PROFILES1" = 50' 1" = 5' 25 WT04 0 50'100' SCALE: 1" = 50' 25'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION 7 8 3 4 10 11 6 9 CLUB HOUSE 1 2 POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 5 KEYMAP NTS 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 NOTES 1.MINIMUM HORIZONTAL EDGE TO EDGE SEPARATION BETWEEN SANITARY SEWER & WATER MAINS 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 WATER LINES ARE 8" UNLESS NOTED OTHERWISE ON THE PLANS. 4.MINIMUM COVER ON WATER LINES IS 5.0 FEET. 5.ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6.FIRE HYDRANT VALVES SHALL BE RESTRAINED TO THE TEE. 7.MAXIMUM DEFLECTION FOR THE WATER LINE IS 2 DEGREES PER PIPE. 8.ALL WATER SERVICES ARE 3/4" DIAMETER UNLESS SPECIFIED OTHERWISE. 9.WATER SERVICE TABLES DENOTE CURB STOP LOCATIONS WITH OFFSET BEING FROM THE WATER LINE. 10.CURB STOPS SHALL BE 5.5' TALL & BURIED 6" BELOW FINISHED GROUND ELEVATION. EXISTING UTILITIES STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN OUTLET RIP RAP EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW REVIEWED BY: ___________________________________________ DATE: ________________ GENERAL MANAGER REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. SEE SHEET WT01 FOR PLAN AND PROFILE SEE SHEET WT03 FOR PLAN AND PROFILE SEE SHEET WT02 FOR PLAN AND PROFILE STORM A-1 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 16+10.00 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 PROPOSED GROUND @ PIPE CENTERLINESDMH-A-3 (60"Ø)STA 9+87.94RIM 4939.7±INV. IN 4932.40 (N)INV. OUT 4932.40 (E)SDMH-A-1-1 (48"Ø)STA 9+98.13RIM 4940.0±INV. IN 4932.45 (E)INV. IN 4932.45 (N)INV. OUT 4932.45 (S)10.19 LF 18" RCP @ 0.50% 320.68 LF 18" RCP @ 0. 7 5 %SDMH-A-1-2 (48"Ø)STA 13+18.81RIM 4941.9±INV. IN 4934.86 (W)INV. IN 4934.86 (E)INV. OUT 4934.86 (S)INLET-A-1-1 (TYPE 13)STA 13+64.77RIM 4941.2±INV. IN 4935.43 (N)INV. OUT 4935.43 (E)STA: 11+33.41TOP = 4932.42'8"∅ WATER239.37 LF 18" R C P @ 1 . 2 5 %INLET-A-1-2 (TYPE 13)STA 16+04.14RIM 4943.6±INV. OUT 4938.42 (S)STA: 12+33.31TOP = 4933.67'6"∅ WATERSTA: 13+83.29TOP = 4935.10'8"∅ WATERSTA: 15+39.70TOP = 4936.28'8"∅ WATERSTA: 10+34.82TOP = 4931.19'6"∅ WATER45.96 LF 18" RCP @ 1.25%FG=4939.28FG=4940.00FG=4940.02FG=4939.77FG=4939.89FG=4940.14FG=4940.35FG=4941.49FG=4941.57FG=4941.59FG=4941.89FG=4942.14FG=4942.86FG=4943.60FG=4943.659+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0016+10 STORM A PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 13+25.00 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 FG=4931.00FG=4930.86FG=4939.33FG=4939.09FG=4939.52FG=4939.56FG=4939.57FG=4940.27FG=9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 PROPOSED GROUND @ PIPE CENTERLINE SDMH-A-3 (60"Ø)STA 12+53.85RIM 4939.7±INV. IN 4932.40 (N)INV. OUT 4932.40 (E)44.27 LF 24" RCP @ 0.50% 149.80 LF 24" RCP @ 0.50%SDMH-A-2 (60"Ø)STA 12+09.58RIM 4939.4±INV. IN 4932.18 (W)INV. IN 4932.18 (S)INV. OUT 4932.18 (E)SDMH-A-1 (48"Ø)STA 10+59.77RIM 4938.6±INV. IN 4931.44 (W)INV. OUT 4931.43 (SE)52.13 LF 24" RCP @ 0.50%FES-A-1 (24"Ø)STA 10+07.64RIM 4933.4±INV. IN 4931.17 (NW)STA: 11+97.74TOP = 4930.51'8"∅ WATEREETT9 CLUB HOUSE BELLAMY LANE (PRIVATE STREET)STA: 13+01.14 N: 16362.59 E: 13461.36 END ALIGNMENT STA: 9+75.17 N: 16329.38 E: 13780.74 BEGIN ALIGNMENT SDMH-A-3 (60"∅) STA 12+53.85 N: 16362.53 E: 13508.65 SDMH-A-1 (48"∅) STA 10+59.77 N: 16362.29 E: 13702.73 FES-A-1 (24"∅) STA 10+07.64 N: 16340.16 E: 13749.93 52.13 LF 24" RCP @ 0.50% 149.80 LF 24" RCP @ 0.50% 44.27 LF 24" RCP @ 0.50% SDMH A-3 (60"∅) STA 12+09.58 N: 16362.48 E: 13552.92 9+ 7 5 10 + 0 0 11+00 12+00 13+0013+01 154°56'9"' SEE SHEET SD02 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILE SEE THIS SHEET FOR PLAN & PROFILE EEEETTTTT8 10 6 9 CLUB HOUSE POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)5 INLET-A-1-1 (TYPE 13) STA 13+64.77 N: 16693.62 E: 13464.25 SDMH A1-2 (48"∅) STA 13+18.81 N: 16693.39 E: 13510.21 10.19 LF 18" RCP @ 0.50% 320.68 LF 18" RCP @ 0.75% 45.96 LF 18" RCP @ 1.25% SDMH-A-3 (60"Ø) STA 9+87.94 N: 16362.53 E: 13508.65 SDMH-A-1-1 (48"Ø) STA 9+98.13 N: 16372.72 E: 13508.64 STA: 15+99.99 N: 16928.84 E: 13465.42 END ALIGNMENT STA: 9+75.00 N: 16349.59 E: 13508.55 BEGIN ALIGNMENT 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 INLET-A-1-2 (TYPE 13) STA 16+04.14 N: 16932.99 E: 13465.44 239.37 LF 18" RCP @ 1.25% SEE SHEET SD03 FOR PLAN & PROFILE SEE SHEET SD02 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILESEE THIS SHEET FOR PLAN & PROFILE STORM DRAIN PLAN & PROFILES1" = 50' 1" = 5' 26 SD01 0 50'100' SCALE: 1" = 50' 25'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. 2.ALL STORM SEWER CONSTRUCTION SHALL BE PER TOWN OF FORT MORGAN STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES UNLESS OTHERWISE NOTED. 4.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS HIGH-DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. PROPOSED UTILITIES WATER LINE WATER SERVICE FIRE HYDRANT SANITARY LINE SANITARY SERVICE SANITARY MANHOLE RECLAIMED WATER LINE RECLAIMED WATER SERVICE STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN MANHOLE RIP RAP EXISTING UTILITIES WATER LINE SANITARY LINE IRRIGATION LINE RECLAIMED WATER LINE STORM DRAIN PIPE OVERHEAD ELECTRIC STORM DRAIN PIPE STORM DRAIN INLET FLARED END SECTION RIPRAP STORM DRAIN MANHOLE FIRE HYDRANT SANITARY MANHOLE EEETTT10 9 CLUB HOUSE 9+75 10+00 11+00 11+50 SDMH A-2-1 (48"∅) STA 10+92.69 N: 16269.79 E: 13552.58 SDMH A-2-2 (48"∅) STA 11+14.33 N: 16248.16 E: 13552.47 MH-A-2 (60"∅) STA 10+00.00 N: 16362.48 E: 13552.92 92.69 LF 18" RCP @ 0.50% 21.63 LF 18" RCP @ 0.50% INLET C-1-1 (10' TYPE 'R') STA: 9+75.00 N: 16387.48 E: 13553.01 BEGIN ALIGNMENT STA: 11+50.00 N: 16212.48 E: 13552.30 END ALIGNMENT SEE SHEET SD03 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE SEE THIS SHEET FOR PLAN & PROFILE EEETTT10 11 9 CLUB HOUSE 9+75 10+00 10+50 SDMH A-2-2 (48"∅) STA 10+00.00 N: 16248.16 E: 13552.47 31.27 LF 18" RCP @ 1.00% INLET A2-1 (10' TYPE 'R') STA 10+31.27 N: 16248.31 E: 13521.21 STA: 9+75.00 N: 16248.04 E: 13577.47 BEGIN ALIGNMENT STA: 10+50.00 N: 16248.41 E: 13502.48 END ALIGNMENT SEE THIS SHEET FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE STORM A-2 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+50.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG=4935.57FG=4935.45FG=4935.20FG=4935.00FG=9+75 10+00 10+50 11+00 11+50MH-A-2 (60"∅)STA 10+00.00RIM 4939.4±INV. IN 4932.18 (W)INV. IN 4932.18 (S)INV. OUT 4932.18 (E)92.69 LF 18" RCP @ 0.50%SDMH A-2-1 (48"∅)STA 10+92.69RIM 4938.5±INV. IN 4932.64 (S)INV. OUT 4932.64 (N)21.63 LF 18" RCP @ 0.50%SDMH A-2-2 (48"∅)STA 11+14.33RIM 4938.2±INV. IN 4932.75 (W)INV. OUT 4932.75 (N)PROPOSED GROUND @ PIPE CENTERLINE STORM A-3 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 10+50.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG=4935.14FG=4934.98FG=9+75 10+00 10+50 31.27 LF 18" RCP @ 1.00%SDMH A-2-2 (48"∅)STA 10+00.00RIM 4938.2±INV. IN 4932.75 (W)INV. OUT 4932.75 (N)INLET A2-1 (10' TYPE 'R')STA 10+31.27RIM 4938.0±INV. OUT 4933.06 (E)STA: 9+90.21TOP = 4933.23'8"∅ WATERPROPOSED GROUND @ PIPE CENTERLINE STORM DRAIN PLAN & PROFILES1" = 40' 1" = 4' 27 SD02 0 40'80' SCALE: 1" = 40' 20'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. 2.ALL STORM SEWER CONSTRUCTION SHALL BE PER TOWN OF FORT MORGAN STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES UNLESS OTHERWISE NOTED. 4.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS HIGH-DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. PROPOSED UTILITIES WATER LINE WATER SERVICE FIRE HYDRANT SANITARY LINE SANITARY SERVICE SANITARY MANHOLE RECLAIMED WATER LINE RECLAIMED WATER SERVICE STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN MANHOLE RIP RAP EXISTING UTILITIES WATER LINE SANITARY LINE IRRIGATION LINE RECLAIMED WATER LINE STORM DRAIN PIPE OVERHEAD ELECTRIC STORM DRAIN PIPE STORM DRAIN INLET FLARED END SECTION RIPRAP STORM DRAIN MANHOLE FIRE HYDRANT SANITARY MANHOLE E E E E E T T T T T T 4 6 2 POTTER DRIVE (PRIVATE STREET) 5 195.60 LF 18" RCP @ 0.50%230.98 LF 18" RCP @ 1.00%STA: 14+99.76 N: 16963.81 E: 13739.48 END ALIGNMENT INLET-C-3 (TYPE 13) STA 14+59.11 N: 16923.16 E: 13739.33 9+75 10+00 11+00 12+00 13+0014+0015+00SDMH C-2 (48"∅) STA 11+95.60 N: 16692.42 E: 13705.81 SDMH A1-2 (48"∅) STA 10+00.00 N: 16693.39 E: 13510.21 STA: 9+75.00 N: 16693.52 E: 13485.21 BEGIN ALIGNMENT INLET-C-2 (TYPE 13) STA 12+28.21 N: 16692.19 E: 13738.42 32.61 LF 18" RCP @ -0.50% SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD04 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE STORM C PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 16+00.00 4925 4930 4935 4940 4945 4950 4955 4960 4925 4930 4935 4940 4945 4950 4955 4960 FG=4941.68FG=4941.86FG=4942.18FG=4942.06FG=4942.04FG=4940.84FG=4940.86FG=4941.38FG=4941.63FG=4942.40FG=4943.27FG=FG=FG=9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 PROPOSED GROUND @ PIPE CENTERLINE STA: 14+05.13TOP = 4934.28'8"∅ WATER195.60 LF 18" RCP @ 0.50% 32.61 LF 18" RCP @ 0.50% 230.98 LF 18" RCP @ 1 . 0 0 %SDMH A1-2 (48"Ø)STA 10+00.00RIM 4941.9±INV. IN 4934.86 (W)INV. IN 4934.86 (E)INV. OUT 4934.86 (S)D = 7.22'SDMH C-2 (48"Ø)STA 11+95.60RIM 4941.0±INV. IN 4935.83 (S)INV. OUT 4935.83 (E)INV. OUT 4935.83 (W)D = 5.16'INLET-C-2 (TYPE 13)STA 12+28.21RIM 4940.5±INV. IN 4936.00 (W)INV. IN 4936.00 (N)D = 4.52'INLET-C-3 (TYPE 13)STA 14+59.11RIM 4943.3±INV. OUT 4938.31 (S)D = 5.02'STA: 12+64.26TOP = 4933.19'6"∅ FIRE HYDRANT LATERALSTA: 12+40.28TOP = 4933.00'8"∅ WATERE E T T9 CLUB HOUSE BELLAMY LANE (PRIVATE STREET) SDMH-A-1-1 (48"Ø) STA 10+00.03 N: 16372.72 E: 13508.64 INLET-B-1 (10' TYPE 'R') STA 11+95.08 N: 16372.64 E: 13703.69 195.05 LF 18" RCP @ 0.50%STA: 12+50.00 N: 16372.47 E: 13758.62 END ALIGNMENT STA: 9+75.00 N: 16372.74 E: 13483.62 BEGIN ALIGNMENT 12+509+75 10+00 11+00 12+00 N: 16572.89 E: 13712.52 11+50SEE SHEET SD02 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD02 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE STA: 11+50.00 N: 16542.61 E: 13712.18 END ALIGNMENT STORM B PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 12+50.00 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 FG=4940.25FG=4939.98FG=4939.92FG=4939.98FG=4939.30FG=4938.28FG=4934.529+75 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED GROUND @ PIPE CENTERLINE 195.05 LF 18" RCP @ 0.50%SDMH-A-1-1 (48"Ø)STA 10+00.03RIM 4940.0±INV. IN 4932.45 (E)INV. IN 4932.45 (N)INV. OUT 4932.45 (S)STA: 9+90.00TOP = 4934.51'8"∅ WATERSTA: 10+58.19TOP = 4934.79'8"∅ WATERSTA: 10+58.19TOP = 4931.38'8"∅ WATERSDI B-1 (10' TYPE 'R')STA 11+95.08RIM 4938.1±INV. OUT 4933.43 (W)STORM DRAIN PLAN & PROFILES1" = 40' 1" = 4' 28 SD03 0 40'80' SCALE: 1" = 40' 20'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. 2.ALL STORM SEWER CONSTRUCTION SHALL BE PER TOWN OF FORT MORGAN STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES UNLESS OTHERWISE NOTED. 4.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS HIGH-DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. PROPOSED UTILITIES WATER LINE WATER SERVICE FIRE HYDRANT SANITARY LINE SANITARY SERVICE SANITARY MANHOLE RECLAIMED WATER LINE RECLAIMED WATER SERVICE STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN MANHOLE RIP RAP EXISTING UTILITIES WATER LINE SANITARY LINE IRRIGATION LINE RECLAIMED WATER LINE STORM DRAIN PIPE OVERHEAD ELECTRIC STORM DRAIN PIPE STORM DRAIN INLET FLARED END SECTION RIPRAP STORM DRAIN MANHOLE FIRE HYDRANT SANITARY MANHOLE EET6 2 INLET C-1-1 (10' TYPE 'R') STA 11+19.72 N: 16572.89 E: 13712.52 119.73 LF 18" RCP @ 0.20% 9+75 10+00 11+00 11+50 SDMH C-2 (48"∅) STA 10+00.00 N: 16692.42 E: 13705.81 STA: 9+75.00 N: 16717.38 E: 13704.40 BEGIN ALIGNMENT STA: 11+50.00 N: 16542.61 E: 13712.18 END ALIGNMENT SEE SHEET SD03 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILE STORM C-1 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 12+00.00 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 FG=FG=4937.39FG=4937.21FG=4937.05FG=4936.84FG=9+50 10+00 10+50 11+00 11+50 12+00SDMH C-2 (48"Ø)STA 10+00.00RIM 4941.0±INV. IN 4935.83 (S)INV. OUT 4935.83 (E)INV. OUT 4935.83 (W)D = 5.16'INLET-C-1-1 (10' TYPE 'R')STA 11+19.72RIM 4939.6±INV. OUT 4936.07 (N)D = 3.78'119.73 LF 18" RCP @ 0.20% PROPOSED GROUND @ PIPE CENTERLINE STORM DRAIN PLAN & PROFILE1" = 40' 1" = 4' 29 SD04 0 40'80' SCALE: 1" = 40' 20'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES EASEMENTS CURB AND GUTTER NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. 2.ALL STORM SEWER CONSTRUCTION SHALL BE PER TOWN OF FORT MORGAN STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.ALL PIPE LENGTHS ARE FROM CENTER TO CENTER OF ADJACENT STRUCTURES UNLESS OTHERWISE NOTED. 4.STORM SEWER MAINS SHOWN ON THESE DRAWINGS AS HIGH-DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES. PROPOSED UTILITIES WATER LINE WATER SERVICE FIRE HYDRANT SANITARY LINE SANITARY SERVICE SANITARY MANHOLE RECLAIMED WATER LINE RECLAIMED WATER SERVICE STORM DRAIN PIPE FLARED END SECTION STORM DRAIN INLET STORM DRAIN MANHOLE RIP RAP EXISTING UTILITIES WATER LINE SANITARY LINE IRRIGATION LINE RECLAIMED WATER LINE STORM DRAIN PIPE OVERHEAD ELECTRIC STORM DRAIN PIPE STORM DRAIN INLET FLARED END SECTION RIPRAP STORM DRAIN MANHOLE FIRE HYDRANT SANITARY MANHOLE ℄ 2% ℄ ℄ ((BELLAMY LANE AND POTTER DRIVE) DETACHED SIDEWALK, NO PARKING SECTION (POTTER DRIVE) DIAGONAL PARKING SECTION (BELLAMY LANE) PARALLEL PARKING SECTION 2% 2% 2% 2% 2% 13'13'19.5' DIAGONAL PARKING6'6' 2% 2% 1.5' WIDE VERTICAL CURB & GUTTER 2.5' WIDE VERTICAL CURB & GUTTER 1.5' WIDE VERTICAL CURB & GUTTER 1.5' WIDE VERTICAL CURB & GUTTER 1.5' WIDE VERTICAL CURB & GUTTER 2% 1.5' WIDE VERTICAL CURB & GUTTER 19.5' DIAGONAL PARKING 13'13'9' PARALLEL PARKING 5'7.5'9' PARALLEL PARKING 2% 7.5'5' 6'19.5'13'13'19.5'6' 26' 26' 26' 78' SIDEWALK (TYP) SIDEWALK (TYP) 65' 4' CONCRETE PAN 4' CONCRETE PAN SIDEWALK (TYP) 44' 70' 93' 2% 2%2% 2%2%2% 7.5'7.5'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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTIONTYPICAL SECTIONSN/A N/A 35 TY01 78 34 1011 6 9 CLUB HOUSE 12POTTER DRIVE (PRIVATE STREET)BELLAMY LANE (PRIVATE STREET)5 A A A F F F F A F B B A B A D D D D D D D D D D D D D A A A A A A A A A A AA AA A A A A A A A A A A B C A CAB A AC A A A B A C C B CB C A A C D A A 8'8'9' 18' TYPICAL PARKING DIMENSIONS SIGNAGE & STRIPING PLAN1" = 60' N/A 31 SN01 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER SIGN 1.ALL SIGNAGE SHALL BE CITY OF FORT COLLINS AND LARIMER COUNTY URBAN AREA STREET STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 2.THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 3.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 4.THE STRIPING ON GREENFIELDS DRIVE WILL BE UPDATED AS PART OF THE BLOOM FILING 1 PROJECT NOTES SIGNING A B C D RESERVED PARKING 8" SOLID WHITE LINE1 STRIPING 2 12" SOLID WHITE STOP BAR STOP SW SAMPLE R1-1 30" X 30" ADDRESS BLADES (2) EACH WAY AVE 2400 TYPE 1 F 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTIONCONSTRUCTION DETAILSN/A N/A 32 DT01 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTIONCONSTRUCTION DETAILSN/A N/A 32 DT02 SECTION C-C'SECTION B-B' PLAN VIEWTYPE 13 INLET FOR GUTTER TYPE 2 C'B B' C 0.5'2.15'3.54'0.5'0.17'0.16' TYP0.72'TYP2.94'1.54'0.54'3.88'2.48'0.08'LONGITUDINAL SECTIONPLANCROSS SECTION4'-3.5"0.67'4'-3.5" 403 @ 8" O.C."H"(4.50')401 @ 9" O.C.PIPECOVERVARIES 2.75'1.33'MIN0.33'0.67'0.50'WORKINGCLEARANCETYP USF 5112 VALLEY GUTTERINLET FRAME WITH 6143CAST IRON GRATE USF 5112 VALLEY GUTTERINLET FRAME WITH 6143CAST IRON GRATE STEEL LADDER RUNG.NUMBER VARIES WITH DEPTHOF INLET STRUCTURE30" Ø RCP SHOWN CONCRETEINLETSTRUCTURE GENERAL NOTES:1.CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR PRECAST.2.CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES.3.EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 OF AN INCH.4.REINFORCING BARS SHALL BE DEFORMED #4 AND SHALL HAVE A 2 INCH MINIMUM CLEARANCE.ALL REINFORCING BAR SHALL BE GRADE 60 AND EPOXY COATED.5.STEPS SHALL BE PROVIDED WHEN DIMENSION "H" IS EQUAL TO OR GREATER THAN 3 FEET-6INCHES AND SHALL CONFORM TO AASHTO M 199.6.ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON IN ACCORDANCE WITHSUBSECTION 712.06. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING.7.STATION POINT IS AT THE CENTER OF THE INLET.8.GRATE SHALL HAVE "DUMP NO WASTE - DRAINS TO STREAM" MESSAGE CAST ON SURFACE. 2.75'2.75' 4'402 @ 8" O.C.1'1'YXYX403401BENDING DIAGRAM402ALL DIMENSIONS ARE OUT-TO-OUT OF REBAR. ℄GUTTERLINE CORNERS RELIEVED3/16" TO PREVENTROCKING (TYP) MARK401402403NO.REQ'D.777DIMENSIONSX---Y---LENGTH---ADD 6 IN. TO DIMENSIONS FOR EACH 6 IN. INCREASE TO "H" OVER 3'-0".BAR LIST FOR "H" OVER 3'-6" INLET STATION11+78.58PIPE SIZEIN24"x 38"OUT30"Ø"W"6'-2"6'-2"5'-6"4'-1"4'-1"INLET BOX WIDTH FOR "W" "W" 13+74.9815+99.4318+07.4519+95.9818"x 30"24"x 38"18"x 30"15"Ø12"Ø15"Ø12"Ø RIM ELEVATIONSPROVIDED ONSD SHEETSA'A PLAN VIEWDOUBLE TYPE 13 INLET FOR GUTTER TYPE 2 SECTION A-A' 0.67'8'-11" 403 @ 8" O.C."H"(4.50')401 @ 9" O.C.PIPECOVERVARIESUSF 5112 VALLEY GUTTERINLET FRAME WITH 6143CAST IRON GRATEW5x16 'W SHAPE'4'-8" LONG(GALVANIZED) W5x16 'W SHAPE'4'-8" LONG(GALVANIZED)2.75'"W""W" SECTION C-C'SECTION B-B' PLAN VIEW TYPE 13 INLET FOR GUTTER TYPE 2 C' B B' C 0.5' 2.15'3.54' 0.5' 0.17' 0.16' TYP 0.72' TYP 2.94'1.54' 0.54' 3.88'2.48' 0.08' LONGITUDINAL SECTION PLAN CROSS SECTION 4'-3.5" 0.67' 4'-3.5" 403 @ 8" O.C. "H" (4.50') 401 @ 9" O.C. PIPE COVER VARIES 2.75' 1.33' MIN 0.33' 0.67' 0.50' WORKING CLEARANCE TYP USF 5112 VALLEY GUTTER INLET FRAME WITH 6143 CAST IRON GRATE USF 5112 VALLEY GUTTER INLET FRAME WITH 6143 CAST IRON GRATE STEEL LADDER RUNG. NUMBER VARIES WITH DEPTH OF INLET STRUCTURE 30" Ø RCP SHOWN CONCRETE INLET STRUCTURE GENERAL NOTES: 1.CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR PRECAST. 2.CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. 3.EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 OF AN INCH. 4.REINFORCING BARS SHALL BE DEFORMED #4 AND SHALL HAVE A 2 INCH MINIMUM CLEARANCE. ALL REINFORCING BAR SHALL BE GRADE 60 AND EPOXY COATED. 5.STEPS SHALL BE PROVIDED WHEN DIMENSION "H" IS EQUAL TO OR GREATER THAN 3 FEET-6 INCHES AND SHALL CONFORM TO AASHTO M 199. 6.ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON IN ACCORDANCE WITH SUBSECTION 712.06. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. 7.STATION POINT IS AT THE CENTER OF THE INLET. 8.GRATE SHALL HAVE "DUMP NO WASTE - DRAINS TO STREAM" MESSAGE CAST ON SURFACE. 2.75'2.75' 4' 402 @ 8" O.C. 1' 1' Y X Y X 403401 BENDING DIAGRAM 402 ALL DIMENSIONS ARE OUT-TO-OUT OF REBAR. ℄GUTTER LINE CORNERS RELIEVED 3/16" TO PREVENT ROCKING (TYP) MARK 401 402 403 NO. REQ'D. 7 7 7 DIMENSIONS X - - - Y - - - LENGTH - - - ADD 6 IN. TO DIMENSIONS FOR EACH 6 IN. INCREASE TO "H" OVER 3'-0". BAR LIST FOR "H" OVER 3'-6" INLET STATION 11+78.58 PIPE SIZE IN 24"x 38" OUT 30"Ø "W" 6'-2" 6'-2" 5'-6" 4'-1" 4'-1" INLET BOX WIDTH FOR "W" "W" 13+74.98 15+99.43 18+07.45 19+95.98 18"x 30"24"x 38" 18"x 30" 15"Ø 12"Ø 15"Ø 12"Ø RIM ELEVATIONS PROVIDED ON SD SHEETS A'A PLAN VIEW DOUBLE TYPE 13 INLET FOR GUTTER TYPE 2 SECTION A-A' 0.67' 8'-11" 403 @ 8" O.C. "H" (4.50') 401 @ 9" O.C. PIPE COVER VARIES USF 5112 VALLEY GUTTER INLET FRAME WITH 6143 CAST IRON GRATE W5x16 'W SHAPE' 4'-8" LONG (GALVANIZED) W5x16 'W SHAPE' 4'-8" LONG (GALVANIZED) 2.75' "W""W"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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTIONCONSTRUCTION DETAILSN/A N/A 32 DT03 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTIONCONSTRUCTION DETAILSN/A N/A 32 DT04 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTIONCONSTRUCTION DETAILSN/A N/A 32 DT05 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 HOMES08/01/202337 PRELIMINARY NOT FOR CONSTRUCTIONCONSTRUCTION DETAILSN/A N/A 37 DT06