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HomeMy WebLinkAboutBLOOM FILING FOUR - FDP240001 - SUBMITTAL DOCUMENTS - ROUND 3 - Responses (5)© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS N S EW UTILITY 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' CO V E R S H E E T N/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 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 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - X.XX'. 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 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 MAY 2024 SUBSURFACE EXPLORATION BY: CTL THOMPSON, INC. GEOTECHNICAL INVESTIGATION BLOOM FILING 4 APARTMENTS FORT COLLINS, COLORADO PROJECT NO: FC07733.016-120 JANUARY 24, 2024 DISCLAIMER STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE T HE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. CERTIFICATION STATEMENT: I HEREBY AFFIRM THAT THESE FINAL CONSTRUCT PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISION, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. 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 SP01 5 OVERALL SITE PLAN SP02 6 SITE PLAN SP03 7 SITE PLAN SP04 8 SITE PLAN PH01 9 PHASING PLAN GR01 10 GRADING PLAN GR02 11 GRADING PLAN GR03 12 GRADING PLAN GR04 13 GRADING PLAN GR05 14 GRADING PLAN GR06 15 GRADING PLAN GR07 16 GRADING PLAN DN01 17 DRAINAGE PLAN EC01 18 EROSION CONTROL PLAN - INITIAL EC02 19 EROSION CONTROL PLAN - INTERIM EC03 20 EROSION CONTROL PLAN - FINAL UT01 21 OVERALL UTILITY PLAN UT02 22 UTILITY PLAN UT03 23 UTILITY PLAN UT04 24 UTILITY PLAN SS01 25 SANITARY SEWER PLAN & PROFILE SS02 26 SANITARY SEWER PLANS & PROFILES WT01 27 WATER PLAN & PROFILE WT02 28 WATER PLAN & PROFILE WT03 29 WATER PLAN & PROFILES WT04 30 WATER PLAN & PROFILES SD01 31 STORM DRAIN PLAN & PROFILES SD02 32 STORM DRAIN PLAN & PROFILES SD03 33 STORM DRAIN PLAN & PROFILES SD04 34 STORM DRAIN PLAN & PROFILE SD05 35 STORM DRAIN PLAN & PROFILE SD06 36 STORM DRAIN PLAN & PROFILE SD07 37 STORM DRAIN PLAN & PROFILE TY01 38 TYPICAL SECTIONS SN01 39 SIGNAGE & STRIPING PLAN RD01 40 ROADWAY PLAN & PROFILE - POTTER DRIVE RD02 41 ROADWAY PLAN & PROFILE - BELLAMY LANE DT01 42 CONSTRUCTION DETAILS DT02 43 CONSTRUCTION DETAILS DT03 44 CONSTRUCTION DETAILS DT04 45 CONSTRUCTION DETAILS DT05 46 CONSTRUCTION DETAILS DT06 47 CONSTRUCTION DETAILS DT07 48 CONSTRUCTION DETAILS DT08 49 CONSTRUCTION DETAILS DT09 50 CONSTRUCTION DETAILS DT10 51 CONSTRUCTION DETAILS DT11 52 CONSTRUCTION DETAILS DT12 53 CONSTRUCTION DETAILS DT13 54 CONSTRUCTION DETAILS DT14 55 CONSTRUCTION DETAILS DT15 56 CONSTRUCTION DETAILS DT16 57 CONSTRUCTION DETAILS DT17 58 CONSTRUCTION DETAILS DT18 59 L.I.D. CONSTRUCTION DETAILS DT19 60 L.I.D. CONSTRUCTION DETAILS PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION GE N E R A L N O T E S N/A N/A 2 GN01 LARIMER COUNTY URBAN AREA STREET STANDARDS - (8/1/2021) 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.CERTIFICATION OF GRADING AND DRAINAGE FACILITIES MUST BE COMPLETED BY A REGISTERED ENGINEER AND SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO STORMWATER UTILITY DEPARTMENT ACCEPTANCE, OR OTHERWISE IN ACCORDANCE WITH 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 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 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - X.XX'. 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 PIPES AND/OR ROADWAYS UNLESS OTHERWISE NOTED. 42.DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 43.WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER AND/OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. 44.UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS. 45.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: POTTER DRIVE AND BELLAMY LANE. 48.APPROVED VARIANCES ARE LISTED AS FOLLOWS: APPROVED VARIANCE FOR THE POTTER DRIVE ACCESS OFF OF GREENFIELDS DRIVE. 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. PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION GE N E R A L N O T E S N/A N/A 3 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 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) EX I S T I N G C O N D I T I O N S & D E M O L I T I O N P L A N 1" = 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 STREET LIGHT 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 7.UTILITIES SIDEWALKS, STREET LIGHTS, AND OTHER GRADE FEATURES REFERENCING BLOOM FILING ONE AND TWO DRAWINGS ARE BASED ON THE MOST RECENT SUBMITTALS. 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' 7 8 3 4 9 10 6 CLUB HOUSE 1 2 PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 5 TR A C T D LO T 4 LO T 1 TRACT B TRACT BTRACT B TR A C T A LO T 2 TR A C T C LO T 3 PHASE 1 PHASE 2 PO O L OV E R A L L S I T E P L A N 1" = 60' N/A 5 SP01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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 ELEVATIONSP02SP03SP04 0 30'60' SCALE: 1" = 30' 15' 7 3 4 1 POTTER DRIVE (PRIVATE STREET) LOT 1 TR A C T B TRACT A SIDEWALK CHASE SIDEWALK CHASE SIDEWALK CHASE SIDEWALK CHASE S89°42'56"E 144.66' S89°42'56"E 254.52'S89°46'30"E 45.47'S89°46'30"E 141.30' S0 0 ° 1 7 ' 0 4 " W 6 0 . 9 6 ' S0 0 ° 1 7 ' 0 4 " W 6 5 . 0 1 ' S0 0 ° 1 7 ' 0 4 " W 1 8 6 . 4 5 ' S89°42'56"E 299.80' N89°42'56"W 299.73' N0 0 ° 1 3 ' 3 0 " E 6 5 . 0 1 ' N0 0 ° 1 3 ' 3 0 " E 1 8 6 . 4 0 ' 26 ' F L - F L 18 ' 8. 5 ' 8' 39 ' 10 . 4 ' 10 . 4 ' 19 . 5 ' 10 . 4 ' 8' 8' 15 ' 26 ' 8. 5 ' 18 ' 8' 8. 5 ' 8' 26 ' 26 ' 18 ' 6' 15 ' 26 ' 15 ' 26 ' F L - F L 26 ' F L - F L 26 ' 8. 5 ' 18 ' 18 ' 8. 5 ' 26 ' 39 ' 10 . 4 ' 10 . 4 ' 26 ' 19 . 5 ' 10 . 4 ' 10 . 4 ' 8' 15 ' 8. 5 ' 22 . 1 ' 8. 5 ' 18 ' 8. 5 ' 8' 22 ' 30 ' 18 ' 26 ' 29 . 3 ' 18 ' 26 ' 18 ' 6' 15 ' 26 ' 15 ' 26 . 9 ' 22 . 8 ' 6' 8. 5 ' 18 ' 8' 16 ' 10 . 4 ' 9" STEP IN FOUNDATION 9" STEP IN FOUNDATION 9" STEP IN FOUNDATION 9" STEP IN FOUNDATION TRASH ENCLOSURE TRASH ENCLOSURE STAIRS STAIRS STAIRS STAIRS STAIRS STAIRS STAIRS STAIRS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS N:16980.20 E:13356.56 N:16980.02 E:13417.27 N:17008.54 E:13423.58 N:17216.72 E:13357.72 N:17187.75 E:13447.68 N:17187.42 E:13414.01 N:17009.09 E:13413.12 N:17166.52 E:13519.05 N:17222.96 E:13519.40 N:17166.34 E:13559.39 N:17165.95 E:13639.51 N:17165.75 E:13679.78 N:17222.16 E:13680.06 N:17158.28 E:13547.79 N:17157.76 E:13651.07 N:16950.27 E:13509.74 N:17006.69 E:13510.02 N:17006.49 E:13550.29 N:17006.09 E:13630.41 N:17005.89 E:13670.68 N:16949.48 E:13670.40 N:17156.24 E:13759.34 N:17184.76 E:13765.62 N:17184.56 E:13849.53 N:17155.61 E:13793.00 N:16977.28 E:13792.31 N:16976.82 E:13781.85 N:16948.25 E:13787.90 N:16947.89 E:13848.61 N:17228.45 E:13441.53 19 . 5 ' 10.33' 2' CONCRETE PAN 2' CONCRETE PAN 2' CONCRETE PAN 2' CONCRETE PAN 2' CURB CUT SI T E P L A N 1" = 30' N/A 6 SP02 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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 POTTER DRIVE (PRIVATE STREET) MATCHLINE SEE SHEET SP03 0 30'60' SCALE: 1" = 30' 15' 8 6 2 POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 5 TR A C T B LOT 2 TRACT C S0 0 ° 1 4 ' 2 2 " W 1 0 0 . 3 9 ' 19 . 5 ' 18 . 5 ' 19 . 5 ' 19 . 5 ' 18 . 5 ' 19 . 5 ' S0 0 ° 1 7 ' 0 4 " W 1 6 7 . 7 9 ' S89°42'56"E 300.16' N0 0 ° 1 3 ' 3 0 " E 1 6 7 . 8 3 ' S89°42'56"E 49.50'S89°42'56"E 198.43' L=16.15' R=50.00' ∆=18°30'12" S00°13'30"W 34.50' L=16.20' R=50.00' ∆=18°33'46" S1 8 ° 4 7 ' 1 5 " W 2 4 . 6 5 ' S71° 1 2 ' 4 5 " E 2 7 . 4 2 ' S1 8 ° 4 7 ' 1 5 " W 3 2 . 8 1 ' L=16.20' R=50.00' ∆=18°33'46" S0 0 ° 1 3 ' 3 0 " W 5 3 . 5 8 ' L=15.09' R=40.00' ∆=21°36'33" S2 1 ° 5 0 ' 0 3 " W 4 3 . 3 4 ' N89°42'56"W 126.19' S0 0 ° 1 7 ' 0 4 " W 6 2 . 5 0 ' S0 0 ° 1 7 ' 0 4 " W 4 5 . 2 9 ' L=38.03'R=75.00' ∆=29°02'59" N6 0 ° 3 9 ' 5 7 " W 5 2 . 6 5 ' N6 0 ° 3 9 ' 5 7 " W 1 0 4 . 6 6 ' L=38.10'R=75.00'∆=29°06'33" N89°46'30"W 55.65' N2 1 ° 5 0 ' 0 3 " E 7 7 . 9 8 ' N0 0 ° 1 7 ' 0 4 " E 1 3 1 . 9 5 ' 8' 15 ' 26 ' 8' 15 ' 9' 26 ' 8. 5 ' 8' 18 ' 26 ' F L - F L 20 . 4 ' 26 ' 21 . 1 ' 13 ' 13 ' 18 ' 19 . 8 ' 16 . 7 ' 26 ' 26 ' 19 . 7 5 ' 16 . 7 5 ' 26 ' 26 ' 20 . 4 ' 8. 5 ' 18 ' 26 ' F L - F L 8' 15 . 5 ' 26 ' 27 . 1 ' 8' 15 ' 25.8' 18 ' 8. 5 ' 23 ' 23 ' 9' 26 ' 8. 5 ' 8. 5 ' 8' 8.5 ' 18 ' 26 ' F L - F L 26 ' 20 . 4 ' 26' 13 ' 13 ' 18 ' 19 . 8 ' 16 . 7 ' 26 ' 26 ' 18 ' 19 . 7 5 ' 16 . 7 5 ' 26 ' 25 . 4 1 ' 26 ' 15 ' 9' 26 ' 9' 8' 8. 5 ' 18 ' 50 . 2 ' 26 ' F L - F L 8. 5 ' 8' 9" STEP IN FOUNDATION 9" STEP IN FOUNDATION 9" STEP IN FOUNDATION 9" STEP IN FOUNDATION TRASH ENCLOSURE TRASH ENCLOSURES STAIRS STAIRSTAIR STAIRS STAIRS STAIRS STAIRS STAIRS STAIRS STAIRS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKSBIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS N:16449.36 E:13348.38 N:16400.48 N:16446.77 E:13467.32 N:16564.27 E:13355.43 N:16800.85 E:13356.55 N:16800.42 E:13417.26 N:16563.89 E:13439.29 N:16593.11 E:13411.94 N:16771.40 E:13412.82 N:16558.35 E:13762.16 N:16587.26 E:13755.11 N:16587.33 E:13789.78 N:16765.62 E:13790.48 N:16794.68 E:13786.30 N:16794.56 E:13847.01 N:16557.90 E:13846.08 N:16607.56 E:13531.86 N:16606.80 E:13685.86 N:16748.60 E:13508.50 N:16805.02 E:13508.78 N:16740.33 E:13537.46 N:16739.82 E:13640.13 N:16747.80 E:13669.17 N:16804.22 E:13669.45 N:16549.86 E:13529.24 N:16549.08 E:13687.91 N:16457.62 E:13640.84 N:16424.18 E:13627.41 9.5' 19 . 7 5 ' 9.5' BIKE RACKS BIKE RACKS 2' CONCRETE PAN 2' CURB CUT 2' CURB CUT 2' CONCRETE PAN SI T E P L A N 1" = 30' N/A 7 SP03 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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 BELLAMY LANE (PRIVATE STREET) MATCHLINE SEE SHEET SP04 MATCHLINE SEE SHEET SP02 0 30'60' SCALE: 1" = 30' 15' 9 10 CLUB HOUSE TRACT D LOT 4 TR A C T B LOT 3 PHASE 2 PHASE 1 POOL 33" L =4 7 .7 9 'R =4 0 .0 0' ∆=6 8 °2 7 '0 1" S89°42'56"E 82.10'S89°42'56"E 59.61' N0 0 ° 1 7 ' 0 4 " E 2 0 3 . 4 0 ' L =5 9 .6 9'R =38.00' ∆=9 0°0 0'00" N0 0 ° 1 7 ' 0 4 " E 2 1 9 . 0 1 ' S89°42'56"E 20.94' S89°42'56"E 24.00' L = 5 9 . 6 9 ' R = 3 8.00' ∆ = 9 0 °0 0'00" S0 0 ° 1 7 ' 0 4 " W 1 5 8 . 6 4 ' L=43.95'R =3 8 .0 0 ' ∆=66°1 6'2 0 " S66°53'36"W 16.04' L=45.35' R=38.00' ∆=68°22'46" N01°29'10"W 20.85' N01°29'10"W 32.47' 26 ' 36 ' 26 ' 32 . 9 ' 26 ' 8. 5 ' 18 ' 18 ' 8' 8' 8' 8. 5 ' 8. 5 ' 8' 8. 5 ' 26 ' 18 ' 18 ' 26 ' 26 ' 18 ' 26 ' 18 ' 31 . 9 ' 8. 5 ' 18 ' 26 ' 9' 8. 5 ' 26 ' 32 . 9 ' 26 ' 8. 5 ' 18 ' 8' 19 . 9 ' 8' 8' 8. 5 ' 8. 5 ' 8. 5 ' 8. 5 ' 8' 8. 5 ' 26 ' 16 . 5 ' 13 . 3 9 ' 8.5 ' 18 ' 18 ' 26 ' 16 . 5 ' 16 . 5 ' 26 ' 18 ' 16 . 5 ' 31 . 9 ' 18 ' 26 ' 9' TRASH ENCLOSURE TRASH ENCLOSURE STAIRS STAIRS STAIRS STAIRS STAIRS STAIRS STAIRS BIKE RACKS BIKE RACKS BIKE RACKS BIKE RACKS SIDEWALK CHASE STAIRS N:16098.47 E:13473.10 N:16052.25 E:13465.37 N:16100.83 E:13400.48 N:16050.85 E:13346.40 N:16219.24 E:13351.78 N:16225.47 E:13405.23 N:16280.92 E:13352.08 N:16398.84 E:13401.96 N:16274.16 E:13405.47 N:16400.48 E:13474.59 N:16316.82 E:13607.12 N:16320.43 E:13709.89 N:16219.55 E:13602.64 N:16210.65 E:13648.76 N:16235.10 E:13709.47 N:16253.01 E:13652.97 N:16252.91 E:13673.27 8' 8. 5 ' 5' 8. 5 ' SI T E P L A N 1" = 30' N/A 8 SP04 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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 MATCHLINE SEE SHEET SP03 0 30'60' SCALE: 1" = 30' 15' 7 8 3 4 9 10 6 CLUB HOUSE 1 2 PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 5 T E E E E E E E E E E E T T T T T T T T T T T G G G G G G PH A S E 1 PH A S E 2 8" WATERLINE TO BE CONSTRUCTED AS PART OF PHASE 1 WATER QUALITY CHAMBER SYSTEM TO BE FULLY CONSTRUCTED IN PHASE 1 SIDEWALK ALONG ARIA WAY CONSTRUCTED AS PART OF PHASE 1 SIDEWALK ALONG DONELLA DRIVE CONSTRUCTED AS PART OF PHASE 1 PH A S I N G P L A N 1" = 60' N/A 9 PH01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 GAS METER 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 G 7 8 3 4 9 10 6 CLUB HOUSE 1 2 PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 5 14' UTILITY EASEMENT 4 5 . 0 0 4 4 . 0 0 4 3 . 0 0 4 2 . 0 0 4 1 . 0 0 GR A D I N G P L A N 1" = 60' N/A 10 GR01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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' GR06GR05 GR04GR03GR02 GR07 15' UTILITY EASEMENT 7 3 4 PO T T E R D R I V E ( P R I V FFE=4947.41 FFE=4945.57 FFE=4945.45FFE=4946.95 FFE=4946.20 46.06FL 46.20FL 45.70 F L 45.4 5 F L 45.24FL 45.00FL 47.41 4 6 . 7 5 46. 7 5 46.75 46.91 46.75 46.75 46 . 7 5 46.91 4 6 . 7 5 46 . 7 5 44.91 45 . 0 7 44 . 9 1 45.57 44 . 9 1 44.91 44.9 1 4 5 . 0 7 4 5 . 5 6 45 . 7 5 46. 6 146.2 8 46.28 46.28 4 6 . 2 8 46 . 2 8 46.95 46.78 46.28 46.6 1 46 . 2 8 46 . 6 1 46 . 6 1 46.28 46 . 2 8 4 6 . 2 8 46 . 6 1 46. 2 8 46 . 2 8 46 . 2 8 46.28 46.45 46. 4 5 4 6 . 2 8 46.28 46 . 9 5 46 . 9 5 46.2 8 46 . 6 1 46.6 1 46.6 1 46 . 2 0 46 . 2 0 45. 5 3 46 . 2 0 46 . 2 0 45.53 45.86 45.86 45.86 45. 1 1 45. 1 1 45.11 44.78 44.78 45 . 4 5 45 . 4 5 44.78 44 . 7 8 45 . 1 1 45 . 1 1 4 4 . 7 8 44. 7 8 4 4 . 7 8 4 5 . 4 3 4 5 . 4 5 4 5 . 4 3 44.91 44.89 44 . 9 5 45 . 1 1 44. 7 8 44.78 44 . 7 8 44.89 4 4 . 4 7 4 6 . 2 8 46. 2 8 4 4 . 7 8 44. 7 8 45. 2 1 45. 4 5 44.78 44.78 45.11 46 . 2 8 46.45 46.28 44 . 9 1 44 . 9 1 44.91 4 5 . 5 7 45 . 5 7 45 . 5 7 44. 9 1 44.91 44 . 9 1 44 . 9 1 44 . 9 1 44 . 9 1 44.9 1 45 . 0 7 44 . 9 1 44.91 44.91 45.57 45.07 4 4 . 9 1 44. 9 1 45.57 45.57 45.57 45.13 46 . 7 5 46 . 9 1 46.754 6 . 7 5 46.75 4 6 . 7 5 46.75 46 . 7 5 46 . 7 5 4 6 . 7 5 47 . 4 1 46.75 46.75 46 . 4 6 46.50 47 . 4 1 47 . 1 9 45. 1 9 45.53 44.66 4 4 . 6 2 46.98 44 . 7 8 4 4 . 7 8 44.91 47.41 47.41 46 . 7 5 43.38FL 43.43 F L 4 4 . 3 3 F L 43 . 9 1 F L 42 . 8 5 F L 43 . 7 2 F L 45.90FL 4 5 . 3 5 F L 45 . 4 7 F L 44 . 9 2 F L 4 4 . 7 8 F L 4 4 . 1 1 F L 4 3 . 7 3 F L 42.12FL 4 3 . 1 7 F L 43 . 1 0 F L 43 . 4 2 F L 43.44FL 4 3 . 4 8 F L 42.87FL 43.58FL 42 . 0 0 F L 41 . 5 7 F L 41 . 4 8 F L 41.3 8 F L 42.90FL 42 . 5 5 F L 43.10FL 43.31FL40.64FL40.31FL43 . 9 9 F L 44.10FL 40.78FL 42.49FL 43 . 7 2 F L 45.11 F L 40.92FL 42 . 5 8 F L 4 2 . 9 3 F L 43.07FL 44 . 8 5 F L 45 . 2 0 F L 44. 8 0 F L 44.79FL 45 . 2 3 F L 45. 4 5 F L 45 . 1 7 F L 4 3 . 3 9 F L 43.37 F L 43 . 2 9 F L 43.3 2 F L 43.84FL 43 . 5 1 F L 42.24FL 42.37FL 42.5 2 F L 42. 3 0 F L 42 . 1 6 F L 42 . 2 0 F L 44. 2 2 F L 44 . 2 8 F L 44.55FL 45 . 0 7 F L 44.81FL 43.42FL 42.93FL 43.00FL 42 . 9 4 F L 43 . 0 7 F L 43.01FL 43.0 4 F L 43.10FL 43.01 F L 43. 0 5 F L 42 . 7 2 F L 42.76FL 42.71FL 43 . 4 4 F L 43.4 3 F L 4 4 . 0 0 F L 43.81FL 4 3 . 4 8 F L 4 3 . 4 2 F L 43 . 4 8 F L 43 . 4 5 F L 43 . 9 5 F L 44.46FL 44.97FL 43 . 6 3 F L 43. 6 7 F L 43.5 8 F L 44.70FL 4 4 . 7 2 F L 4 4 . 6 9 F L 44 . 7 6 F L 44.7 2 F L 44. 8 2 F L 45 . 1 0 F L 45.04FL 44 . 8 5 F L 44.82FL 44.79FL 4 6 . 0 3 F L 45.9 0 F L 4 5 . 9 6 F L 45.96FL 46.0 2 F L 46. 0 5 F L 46 . 0 3 F L 43.03FL 43.5 9 F L 42 . 7 9 F L 42 . 8 0 F L 43 . 3 2 F L 44 . 1 0 F L 44.62FL 43 . 0 9 T C 43.78 T C 42.00 T C 46 . 7 4 T C 46.72 T C 46. 5 7 T C 4 6 . 6 0 T C 45.23 T C 45. 7 8 T C ??? T C 45. 5 8 T C 45. 4 6 T C ???TC 45.30TC 4 1 . 1 7 T C 41. 0 3 T C 41 . 2 3 T C 42 . 9 0 T C 4 1 . 8 4 T C 45 . 0 3 T C 46 . 1 1 T C 43.09TC 43. 9 5 T C 42.9 4 T C 42. 1 4 T C 42.86TC 4 3 . 6 1 T C 4 3 . 4 0 T C 43 . 8 1 T C 42. 5 0 T C40 . 7 6 T C 44.04TC43 . 7 9 T C 43. 8 7 T C 45.23TC 42 . 4 5 T C 42.0 6 T C 41.48TC 44 . 9 8 T C 44 . 0 1 T C 44.01TC 4 1 . 5 4 T C 43.4 5 T C 45. 2 2 T C 43.10TC 4 2 . 3 4 T C 43.20TC 43 . 2 0 T C 43 . 3 0 T C 43.92TC 4 6 . 9 4 T C 46 . 9 6 T C 46.14TC 4 5 . 8 2 T C 43.4 3 T C 43.46T C 43 . 6 7 T C 43 . 7 8 T C 44.26 T C 43.0 1 T C 43 . 1 3 T C 43. 8 5 T C 44 . 9 1 T C 4 4 . 8 2 T C 44.71TC 44.61TC 4 5 . 1 4 T C 44.3 7 T C 45.0 6 T C 44. 1 3 T C 44.44 T C 44 . 1 5 T C 4 4 . 1 9 T C 45.29 T C 45 . 7 8 T C 46.12 T C 46. 7 9 T C 46.12T C 46.79 T C 46 . 1 3 T C 46 . 5 3 T C 45 . 2 9 T C 41. 8 8 T C 41 . 3 5 T C 43 . 1 7 T C 42 . 7 2 T C 4 3 . 7 8 T C 42.7 1 T C 42.17TC 45.37TC 45.49TC 44 . 0 3 T C 4 4 . 0 6 T C 4 4 . 5 0 T C 44 . 5 0 T C 45.39 T C45.4 9 T C 45.99TC 45 . 8 4 T C 45 . 7 4 T C 4 6 . 2 5 T C 46.07TC 46.33TC 46. 9 6 T C 4 6 . 9 9 T C 45.86TC 45.3 2 T C 45.51 T C 46.32TC 45 . 8 0 T C 43 . 4 9 F L 43. 5 7 T C 45.58TC 42. 2 5 F L 44 . 0 8 T C 45.97TC 4 6 . 6 1 46 . 6 1 45 . 5 3 45 . 5 3 46 . 5 3 T C 46. 8 7 T C 46 . 1 1 T C 42.85 T C 42. 9 5 T C 46.87 T C 44. 7 8 4 4 . 7 8 4 5 . 1 0 T C 45.37T C 45 . 0 3 T C 45 . 7 8 T C 45.86 46.20 45 . 0 1 T C 45.37T C 46.04 T C 46.04T C 45 . 8 6 46 . 2 8 46.2046 . 3 0 43.7 3 T C 4 4 . 3 9 T C 44 . 3 8 T C 44. 9 1 44.91 45.07 4 5 . 5 7 45. 5 7 4 5 . 0 7 44.91 45 . 1 3 44.91 46.75 46.91 46.75 46.75 46.75 47.41 4 7 . 0 8 46.99 46.78 45 . 7 3 F L 45 . 3 4 F L 45 . 0 9 F L 45 . 1 8 F L 45.01 F L 44.91 44. 9 1 44.91 44.91 44.91 44.91 44.91 45.00 44.91 44.9 1 44 . 9 1 44 . 9 1 44 . 9 1 44 . 9 1 4 4 . 9 1 44 . 9 1 44 . 9 1 44 . 9 1 44. 9 1 44. 9 1 44. 9 1 44. 1 6 T C 44.91 4 4 . 9 1 46 . 7 5 46.7546.75 46.75 46.75 4 6 . 7 5 4 6 . 7 5 46 . 7 5 4 6 . 7 5 46 . 7 5 46 . 7 5 46 . 7 5 46. 7 5 46 . 7 5 46.75 46.75 46.75 46.75 46.75 46.75 46.75 46.75 46.75 4 6 . 7 5 43. 8 9 T C 4 3 . 9 0 T C 46.09 4 6 . 2 5 42. 7 5 42 . 3 1 42.964 3 . 0 1 43.60TC 43.48T C 4 3 . 3 5 T C 4 3 . 8 7 T C 43 . 7 9 T C 43.7 1 T C 43.6 3 T C 4 4 . 9 7 44.93 45.254 5 . 3 3 45.29T C 45 . 0 0 T C 44.8 9 T C 45.0 9 T C 45 . 2 2 T C 46. 0 3 T C 46 . 4 1 T C 46 . 4 6 T C 45.4 0 T C 45.44 T C 44 . 8 5 T C 44.7 5 T C 44.4 3 T C 44.2 8 T C 44 . 6 0 T C 44.62TC 4 3 . 2 5 4 3 . 0 2 4 3 . 2 8 4 3 . 4 6 43. 0 5 T C 42. 9 6 T C 42. 8 0 T C 42. 1 9 T C 42.96TC 42.33TC 42 . 8 9 T C 45 . 0 3 T C 45 . 2 7 T C 44 . 9 5 T C 4 4 . 9 1 45. 0 3 45.09 4 5 . 1 1 45.03 45.11 4 6 . 9 5 46.69 46.6 1 2. 7 % 4. 2 % 2.0 % 4.0 % 4.4 % 3. 0 % 1 . 4 % 0. 5 % 0. 5 % 0.5 % 0.5%0.5% 0. 7 % 0.7% 0 . 6 % 0. 7 % 0. 6 % 9" STEP IN FOUNDATION TRASH ENCLOSURE 9" STEP IN FOUNDATION 4" STEP4" STEP4" STEP 4" STEP 2' CONCRETE PAN 6" STEPS4.5" STEP6" STEPS 6" STEPS 2' SIDEWALK CHASE 4" STEP 4" STEP 6" STEPS 2' SIDEWALK CHASE 4 - 6" STEPS 4" STEP 2' SIDEWALK CHASE 2' CONCRETE PAN 2' CONCRETE PAN 4" STEP 46.25TC 46.07TC 45.94TC 46.04TC 46.46TC 46.34TC 46.25TC 45.95TC 4 6 . 1 4 T C 46.03TC 46.03TC 45.86TC 45.54TC 46 . 6 1 46 . 7 5 46.614 6 . 7 5 46 . 5 0 46. 7 5 44.36 44.66 4 4 . 9 1 44. 9 1 44 . 7 7 4 4 . 7 7 4 4 . 9 1 44 . 9 1 44 . 6 6 2.4% 43 . 6 6 43 . 8 9 5. 7 % 5.6% 46. 2 8 46. 1 4 46. 2 8 46. 1 4 4 5 . 0 0 4 4 . 8 4 45 . 0 0 4 5 . 5 3 46.28 45 . 7 5 44. 8 9 44. 8 4 46.14 46. 1 4 4 6 . 5 0 4 6 . 7 5 GR A D I N G P L A N 1" = 20' N/A 11 GR02 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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' MATCHLINE SEE SHEET GR05 MA T C H L I N E SE E S H E E T G R 0 3 8 6 PO T T E R D R I V E ( P R I V A T E S T R E E T ) 5 PO T T E R D R I V E ( P R FFE=4941.51 FFE=4944.71 FFE=4942.00FFE=4942.75FFE=4943.50 44.71 44.05 44.05 44. 2 1 44. 0 5 44.05 44. 0 5 44.05 44.21 44.05 44.05 44 . 0 5 40 . 8 5 40.83 40.83 41.10 41.33 4 1 . 3 3 41.33 41.3 3 41 . 3 3 41.3 3 4 1 . 4 9 42. 8 3 42. 4 9 43.00 4 2 . 8 3 42 . 8 3 42 . 8 3 43.50 4 2 . 8 3 42 . 8 3 42.8 3 42 . 8 3 42 . 8 3 42 . 8 3 42 . 8 3 42.83 4 3 . 0 0 42.83 42.83 42. 8 3 43 . 5 0 43 . 5 0 42 . 8 3 42.83 4 3 . 1 7 43 . 1 7 43.17 42. 4 2 4 2 . 4 2 42. 4 2 42 . 0 8 42 . 1 1 42 . 7 5 42 . 7 5 42.08 4 2 . 1 1 42 . 7 5 41 . 6 7 41 . 6 7 4 1 . 6 7 41 . 3 3 41 . 3 3 42 . 0 0 42 . 0 0 41. 3 3 41.33 4 1 . 6 7 41. 6 7 41. 6 7 41 . 3 3 41 . 3 3 41. 3 3 41.33 41 . 3 3 41.33 41.33 4 2 . 7 5 40.94 42.8 3 42 . 8 3 42.08 41. 5 2 4 1 . 6 3 42 . 3 1 41. 4 5 40.8 5 44 . 0 5 44 . 0 5 4 4 . 0 5 44.21 44.71 40 . 8 5 44 . 0 5 44.05 40 . 1 4 F L 40.93FL 41.20FL 42.51FL 42 . 4 3 F L 41 . 6 7 F L 41. 1 3 F L 41.33FL 41.48FL 42 . 0 8 F L 42 . 1 4 F L 41.69FL 41 . 7 3 F L 42.32FL 41.92FL 41.85 F L 41.87FL 41 . 6 1 F L 42.27FL 41.19FL 4 0 . 8 1 F L 40.73FL 40 . 6 5 F L 40 . 5 4 F L40.46FL40.40FL39.93FL38 . 0 9 F L 38.47FL38.44FL38.21FL 38 . 5 1 F L 38 . 3 7 F L 38. 4 1 F L 38.3 3 F L 4 0 . 0 1 F L 4 0 . 0 6 F L 40.08FL 4 0 . 1 3 F L 40 . 2 7 F L 40 . 2 1 F L 40 . 3 1 F L 40 . 5 2 F L 40 . 7 7 F L 39.43FL 39.49 F L 39.5 1 F L 39. 5 4 F L 39 . 6 4 F L 42.11FL 42.56FL 42.79FL 40 . 9 2 F L 43.08FL 39.81FL 41.22 T C 39 . 5 3 F L 39 . 9 2 F L 39 . 4 4 F L 4 0 . 3 0 F L 40.29FL 40.53FL 40 . 5 9 F L 40.6 1 F L 40. 5 7 F L 40. 1 8 F L 40.1 4 F L 40.35FL 40 . 5 9 F L 4 1 . 1 8 F L 4 1 . 2 0 F L 40.47FL 4 0 . 4 7 F L 4 0 . 4 5 F L 42.1 8 F L 42. 0 0 F L 39 . 7 7 F L 40 . 3 1 F L 40.0 8 F L 40.19FL 39.93FL 40 . 5 6 F L 40 . 6 1 F L 40.5 1 F L 41.88FL 41.41FL 41 . 2 8 F L 41.25FL 41 . 4 4 F L 42.44FL 42 . 3 4 F L 42.37FL 42.4 2 F L 42. 2 6 F L 4 2 . 2 9 F L 42 . 4 5 F L 41.91FL 41 . 5 8 F L 41.5 6 F L 41. 5 9 F L 41 . 1 8 F L 41.2 3 F L 41.5 1 F L 41.56FL 4 1 . 5 4 F L 4 1 . 5 9 F L 42.41FL 41.88 F L 41 . 3 6 F L 42.84FL 42. 8 8 F L 4 2 . 8 2 F L 42.88FL 42 . 8 5 F L 42.82FL 43.17FL 42. 4 4 F L 42.36FL 42.40F L 4 2 . 3 8 F L 4 2 . 4 2 F L 42.80FL 42.39FL 39.49FL 4 3 . 1 6 F L 43 . 0 0 F L 40.51TC 40.49TC 40.18 T C 40 . 1 1 T C 39.7 6 T C 39.68TC 39 . 4 1 T C 3 9 . 4 5 T C 38.89TC 38. 8 3 T C 40. 4 8 T C 40 . 5 8 T C 4 3 . 6 7 T C 42 . 5 0 T C 4 2 . 6 0 T C 42 . 7 0 T C 44.18 T C 3 9 . 1 4 T C 3 9 . 4 5 T C 39 . 7 1 T C 40.36TC 40 . 4 8 T C 42 . 6 8 T C 42 . 7 8 T C 40.07TC 39.49TC 40. 1 7 T C 40.77TC 42.60TC 42.3 4 T C 39.82TC 43. 0 5 T C 41 . 5 2 T C 42 . 6 9 T C 43.3 5 T C 42.6 0 T C 4 2 . 6 8 T C 41.8 7 T C 41. 8 7 T C 42. 6 0 T C 43. 3 5 T C 42.28 T C 41.85TC 41.96TC 43. 9 2 T C 40 . 6 8 T C 40.76TC 40 . 7 8 T C 40.86TC 40.62TC 40.56TC 41.17TC4 1 . 2 0 T C 41.09 40.77TC 42.40FL 42 . 8 8 F L 43. 0 0 F L 42.7 6 F L 39. 2 6 T C 40 . 7 6 F L 4 2 . 1 0 T C 4 1 . 8 6 T C 39.82FL 39.84FL39.94FL 41 . 3 3 41.33 41.33 41 . 3 3 41 . 3 3 42 . 8 3 42 . 8 4 42 . 8 3 43.26 43 . 0 6 T C 4 3 . 1 6 T C 42.3 3 F L 42 . 2 8 F L 4 2 . 2 2 F L 43 . 3 6 T C 4 3 . 2 8 T C 42 . 8 3 4 3 . 1 7 42 . 4 2 43. 4 3 T C 43.4 3 T C 43. 0 5 T C 4 2 . 3 0 T C 42.08 42.6 8 T C 42. 6 8 T C 42 . 0 8 42.7 5 41.9 3 T C 41. 9 3 T C 41 . 5 5 T C 41.51 41.51 40.85 41.0 2 F L 44 . 0 5 44.05 44 . 0 5 44 . 0 5 T C 44.71 44.71 44.21 44.05 44.05 44.05 44.18 T C 44.05 44.71 44.71 44.21 44.21 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41.33 41.33 41.33 41. 3 3 41.33 41.33 41.33 41.33 41.33 41.33 42 . 8 3 42 . 8 3 42 . 8 3 42 . 8 3 42 . 8 3 42 . 8 3 42.8 3 42. 8 3 42.8 3 42.83 42.83 42.83 42 . 8 3 42 . 8 3 42. 8 3 42.83 42.83 42.83 42 . 8 3 44.0 5 4 4 . 0 5 44.05 44 . 0 5 44.05 44 . 0 5 44. 0 5 44. 0 5 41.10 T C 4 3 . 7 5 F L 42 . 7 3 42. 5 6 42 . 8 5 43 . 0 5 41. 1 0 T C 41. 1 3 T C 41.26TC 4 1 . 2 3 T C 41 . 2 9 T C 40. 7 4 T C 40 . 9 3 T C 41. 0 5 T C 41.24TC4 1 . 2 7 T C 41.34TC 41.31TC 40.87TC 40.77TC 44.05 44.05 44.05 44.05 44.05 44.05 43 . 7 5 41.67 41.60 41 . 7 6 41.73 41 . 5 9 41 . 5 9 4 2 . 8 3 42 . 8 3 42.57 42.58 42.83 42 . 8 3 43 . 5 0 42 . 8 3 42 . 8 3 42 . 8 3 42.75 41. 6 7 4 0 . 9 3 41.33 40.9 1 41.33 41.33 41.3 3 41 . 3 3 41.33 41.33 41.33 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 41 . 3 3 3. 2 % 2.5 % 3.2% 3 . 1 % 2. 7 % 2.2% 2.8 % 2.5% 3 . 2 % 0. 5 % 0.6 % 0.5% 42. 6 5 T C 4 2 . 0 8 T C 42. 6 1 T C 4 1 . 5 5 T C 9" STEP IN FOUNDATION 9" STEP IN FOUNDATION TYPE 13 INLET TRASH ENCLOSURE 4" STEP4" STEP 4" STEP 6" STEPS6" STEPS6" STEPS 6" STEP 4 - 6" STEP 4" STEP 2' CONCRETE PAN 4" STEP 4" STEP 4" STEP 44.05 44.05 40 . 8 5 40 . 8 5 40 . 8 2 40 . 8 5 40 . 8 5 41.00 41.25 41. 5 1 41 . 5 1 41.5 1 40.85 4 1 . 4 7 41.22TC 41.22TC 41.22TC 41.22TC 41.22TC 41.22TC 41. 2 2 T C 40.04FL 40.38HP 44 . 0 5 43. 8 0 44.05 43.91 43 . 9 1 44 . 0 5 44.05 43.80 44 . 0 5 44 . 0 5 40. 8 0 40.84 40. 8 0 40.84 40. 8 0 40.84 40 . 7 9 40.84 40.82 40 . 7 9 4 0 . 3 0 4 0 . 1 6 4 2 . 8 3 42.69 42. 6 9 42 . 8 3 4 2 . 8 1 42 . 3 2 42.06 41 . 5 8 4 1 . 5 6 41.42 41 . 4 2 41 . 4 9 41.39 41.4042.70 42 . 6 9 41.54TC 41.68TC 40.64TC 4 0 . 7 8 T C 6.0%6.2% GR A D I N G P L A N 1" = 20' 1" = 20' 12 GR03 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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' MATCHLINE SEE SHEET GR06 MA T C H L I N E SE E S H E E T G R 0 4 MA T C H L I N E SE E S H E E T G R 0 2 9 10 BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 38.55 38. 7 6 38. 6 1 39. 3 3 39. 4 4 39.64 FFE=4940.63FFE=4941.28 3 9 . 4 9 38.71 39 . 9 2 F L 39 . 1 3 F L 3 9 . 1 3 F L 39 . 0 8 F L 39. 4 6 F L 39.35FL 39 . 2 1 F L 39 . 1 5 F L 39. 0 7 F L 39.87FL 39. 9 7 F L 3 9 . 7 6 F L 40.45FL 40 . 8 2 40.60 4 0 . 7 8 4 0 . 9 4 41.11 40.81 40. 9 3 40.61 4 0 . 6 1 4 0 . 6 1 4 0 . 9 5 40 . 6 1 40.6 1 40. 1 1 40.11 40.36 40.61 40 . 6 1 40.95 41.00 40. 9 5 40 . 9 5 40.61 40.61 40 . 6 1 40 . 9 5 40 . 6 1 40 . 6 1 40. 6 1 4 0 . 6 1 40. 6 1 4 0 . 6 1 40 . 6 1 40.95 40. 9 5 40.95 40.95 40.95 40 . 9 5 40.95 40.95 4 0 . 9 5 40 . 9 5 40 . 6 1 40.61 40 . 6 1 40.61 40 . 6 1 4 0 . 6 1 40.61 4 0 . 6 1 4 0 . 6 1 4 0 . 6 1 4 0 . 9 5 39 . 9 6 39. 9 6 39. 9 6 40. 2 9 39. 9 6 39.96 39. 9 6 40 . 1 3 40.13 40.13 40. 0 8 4 0 . 0 5 40 . 2 9 4 0 . 2 9 39.96 39.96 39 . 9 6 39.96 40.29 3 9 . 9 6 3 9 . 9 6 39.96 39.96 3 9 . 9 6 3 9 . 9 6 3 9 . 9 6 40. 2 9 40.29 40.2 9 40. 2 9 40.27 40. 2 7 40.27 40.27 4 0 . 2 9 40.29 4 0 . 2 9 40. 2 9 4 0 . 6 3 40. 6 3 40 . 6 3 39. 9 6 40.3 8 39.96 39 . 9 6 3 9 . 9 6 39. 9 6 39 . 9 6 39. 9 6 40 . 2 9 39 . 9 6 39.96 3 9 . 9 6 40.05 40 . 1 7 39.95 39 . 9 6 40 . 6 1 40.63TC 39.63 40.13 40.61 40 . 1 1 40.11 40. 6 1 40.11 40.61 40.61 40. 9 5 40.95 40.95 40.95 40.95 40.95 4 0 . 2 9 4 0 . 2 9 40.29 3 9 . 9 6 40.29 40. 2 9 40. 2 9 39. 9 6 39 . 9 6 40 . 2 8 40 . 7 7 40 . 8 6 40.09 38.6 8 F L 38 . 7 5 F L 38. 8 2 F L 38.57FL 38.29FL 38 . 0 8 F L 38 . 1 9 F L 37.76FL 37 . 7 1 F L 38. 5 9 F L 38.51FL 38.37FL 39.09FL 39. 3 6 F L 39.24FL 39.05FL 39.39FL 38 . 6 7 F L 39 . 4 5 F L 38.93FL 38.19FL 39. 2 3 F L 39.1 5 F L 39.18FL 39.37FL 39.56FL 40.57FL 40.35FL 40. 4 5 F L 40 . 1 1 F L 39 . 8 8 F L 37. 2 0 F L 37.36 F L 37.09FL 36.98FL 36 . 9 2 F L 36. 8 5 F L 37. 1 8 F L 37.6 0 F L 37 . 7 3 F L 38.03FL 38 . 1 1 F L 3 7 . 9 5 F L 37. 7 2 F L 37 . 6 6 F L 38.24FL 3 8 . 3 0 F L 38 . 2 7 F L 37 . 8 6 F L 37 . 9 9 F L 37.82FL 37 . 2 3 F L 37 . 6 0 F L 37.66FL 37.64FL 39 . 3 6 F L 39.0 8 F L 39 . 0 2 F L 3 8 . 9 6 F L 3 8 . 9 0 F L 39. 3 0 F L 39 . 4 7 F L 39 . 1 2 F L 39 . 1 5 F L 39 . 1 3 F L 39 . 4 7 F L 3 9 . 4 0 F L 39.19FL 39.13FL 39.46FL 39.4 2 F L 39. 5 2 F L 39 . 1 3 F L 39.16FL 3 9 . 1 3 F L 39.7 1 F L 39.41FL 39 . 6 9 F L 39.64FL 3 9 . 5 9 F L 39.31FL 3 9 . 2 1 F L 39.03FL 3 8 . 7 3 F L 39.37FL 39.31FL 39 . 2 9 F L 39.27FL 39 . 0 5 F L 39.07FL 3 9 . 4 7 F L 39.33FL 38.91FL 38.76FL 38.76FL 38.77FL 39 . 3 0 F L 37 . 9 7 F L 38.24FL37.63FL38.28FL38 . 4 1 F L 39 . 4 1 F L 40 . 1 7 F L 39 . 4 1 F L 40.61FL 40 . 1 1 F L 38.99FL 3 9 . 2 6 F L 38.71FL 39.62FL 3 9 . 0 0 F L 39 . 4 7 F L 39. 1 3 F L 38 . 1 8 F L 37.99FL 38 . 3 3 F L 3 8 . 4 0 F L 38 . 6 2 F L 38. 5 6 F L 39 . 3 3 F L 37.7 7 F L 37. 6 5 F L 38 . 0 0 F L 3 7 . 8 7 F L 37.93FL 38.05FL38.28FL 37.2 8 F L 37 . 9 8 F L 3 8 . 7 4 F L 38 . 8 4 F L 38.97FL 3 9 . 0 8 F L 38 . 9 5 F L 39.0 2 F L 39 . 5 9 F L 39 . 6 6 F L 37 . 2 7 F L 40.57TC 36.74TC3 7 . 1 1 T C 3 7 . 5 4 T C 37. 5 7 T C 3 8 . 4 0 T C 39 . 4 0 T C 40 . 0 3 T C 4 0 . 0 1 T C 40 . 0 0 T C 40 . 0 4 T C 39 . 7 2 T C 3 9 . 7 6 T C 39. 7 3 T C 39 . 5 7 T C 3 7 . 0 6 T C 3 7 . 0 2 T C 36 . 6 2 T C 36 . 5 1 T C 36.47T C 36 . 5 0 T C 37.11TC 36. 8 9 T C 40.14TC 36.66TC 3 7 . 6 1 T C 3 7 . 2 4 T C 37 . 2 0 T C 37.1 0 T C 3 7 . 1 2 T C 39 . 6 5 T C 39 . 5 5 T C 37.16TC 37. 4 3 T C 3 7 . 9 1 T C 37 . 9 2 T C 38.07TC 38 . 4 0 T C 3 6 . 7 8 T C 36 . 3 9 T C 36.49TC 39.87TC 37.22TC 37. 2 4 T C 37 . 6 6 T C 37 . 9 1 T C 3 7 . 8 9 T C 40. 5 3 T C 39. 7 0 T C 39.02TC 37. 8 8 T C 37 . 9 6 T C 38 . 6 0 T C 38. 8 2 T C 38.4 8 T C 3 9 . 8 3 T C 3 9 . 8 3 T C 39.9 3 T C 39.83TC 37 . 4 8 T C 37.81TC 38.22TC 38 . 3 0 T C 39 . 0 6 T C 38 . 9 4 T C 37.4 2 T C 38. 0 5 T C 38.99TC 3 9 . 3 3 T C 39 . 5 7 T C 3 9 . 5 5 T C 39 . 3 2 T C 3 9 . 4 8 T C 39.55TC 39 . 8 9 T C 39.87TC 39. 8 4 T C 40. 1 3 T C 40.60TC 3 7 . 1 8 T C 37. 0 6 T C 37.53TC 37 . 7 5 T C 37 . 7 3 T C 4 0 . 7 6 T C 4 0 . 5 4 T C 4 0 . 5 5 T C 40.56TC 40. 5 3 T C 40 . 7 8 T C 40.59TC 37 . 9 6 T C 38.40TC 38 . 9 5 F L 40.00FL 40.05 F L 3 9 . 3 7 T C 39 . 6 1 T C 39.52TC 40.61 40.61 40 . 6 1 38.77FL 38 . 7 2 F L 3 8 . 0 7 F L 38.13FL 38 . 0 1 F L 39 . 9 5 T C 40.00TC 4 0 . 0 3 T C 40.08TC 40.21TC 3 9 . 9 7 T C 4 0 . 1 0 T C 4 0 . 1 3 4 0 . 3 1 4 0 . 1 7 40. 0 4 3 9 . 6 8 T C 39.35 T C 38.5 1 38.4 3 38.8 5 38.9 7 3 8 . 9 1 3 8 . 9 0 3 9 . 5 1 3 9 . 3 8 39. 4 1 39. 4 0 39. 0 4 38. 9 7 39 . 0 5 39 . 1 0 39 . 4 2 39 . 3 8 39.9 1 T C 40.3 0 T C 40 . 3 4 T C 40 . 0 5 T C 39.98TOW 40.06TOW 4 0 . 7 8 40.60 40.60 40.60 40.60 40.60 4 0 . 6 1 40 . 6 1 4 0 . 6 1 40. 6 1 40.95 40.95 40.95 40.95 40.95 40.95 40.61 40.61 40.95 40.95 40.95 40.95 40.9 5 40.95 39.63 39 . 9 6 3 9 . 9 6 39.96 39 . 9 6 39.9 5 39.95 39.94 39.95 39.942.7% 3.6 % 2 . 8 % 2.5% 2. 6 % 2 . 6 % 2 . 0 % 3. 1 % 2 . 4 % 2 . 3 % 5.2% 18. 9 % 20 . 4 % 24" STORM SEWER 10' TYPE R INLET TRASH ENCLOSURETRASH ENCLOSURE PROPOSED WATER QUALITY CHAMBER SYSTEM 6" STEP 4" STEP 4" STEP 4" STEP 4" STEP 6" STEPS 4" STEP 4" STEP 4" STEP 6" STEPS4" STEP 10' TYPE 13 INLET 6" STEPS 6" STEPS6" STEPS 6" STEPS 6" STEPS 37. 2 0 T C 40.59TC 39. 4 5 T C 39. 4 7 T C 39. 4 3 T C 39.3 1 F L 39 . 2 9 F L 39 . 5 8 F L 3 9 . 3 1 F L 3 9 . 0 5 F L 3 8 . 7 7 F L 3 8 . 7 0 F L 38 . 7 2 F L 38. 7 8 T C 38 . 7 0 T C 38 . 8 4 T C 40 . 2 0 F L 40 . 8 1 40. 8 5 40.85 40.80 40. 8 0 40.79 3 9 . 9 9 40. 0 2 39 . 9 9 4 0 . 0 2 40.0539.98 37 . 8 8 T C 39. 9 4 T C 39 . 7 6 T C 39 . 8 7 T C 40 . 0 1 T C 37 . 9 2 T C 37 . 9 8 T C 39 . 1 0 T C 37 . 0 2 T C 6.0% 4. 9 % 4.2% 39.86TC 39.90 T C 39.9 0 T C 39.9 6 T C 39.9 5 T C 39.97TOW GR A D I N G P L A N 1" = 20' 1" = 20' 13 GR04 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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 MATCHLINE SEE SHEET GR07 MA T C H L I N E SE E S H E E T G R 0 3 3 4 1 5 PO T T E R D R I V E ( P R I V A T E S T R E E T ) 18.50' 18.50' 16 . 0 0 ' 44. 7 4 4 5 . 1 4 FFE=4947.41 FFE=4945.57 FFE=4944.71 FFE=4946.05 45. 4 0 45. 1 3 FFE=4945.30FFE=4946.80 FFE=4943.34 46.06FL 46.20FL 45.42FL 45.61FL 45.52FL 45.85F L 45 . 7 9 F L 45 . 0 1 F L 45.0 5 F L 45.0 3 F L 45. 1 7 F L 45.20FL 45.19FL 45. 2 9 F L 46.61FL 45.3 2 F L 45.31 F L 46.65FL 45.68FL 4 6 . 1 3 46.30 46 . 8 0 46. 3 0 46 . 8 0 46. 7 6 46 . 0 5 46.01 44.9445.14 45.60 46.01 46 . 1 3 47.41 46.75 46. 7 5 44.63 44 . 6 3 44 . 6 3 45.30 45.30 44.63 45 . 3 8 44 . 6 3 44.97 44. 9 6 4 4 . 9 6 42 . 6 7 43.13 42 . 6 7 43. 3 4 42 . 6 7 4 2 . 6 7 43.34 4 2 . 6 7 42.67 4 3 . 3 4 42.67 42.67 44.71 44.05 4 6 . 1 3 45. 3 0 45.28 44.91 45.57 45.07 44.91 44 . 9 1 45.57 45.57 45.57 45.13 46.75 47 . 4 1 46.75 44.71 4 2 . 6 7 42 . 6 7 42 . 6 7 42.27 42 . 6 7 43.34 42.84 42 . 8 4 42. 8 4 42 . 6 7 4 2 . 6 7 42 . 6 7 44.2 1 44.0 5 44.91 45. 0 7 44 . 9 1 44 . 9 1 44 . 9 1 4 4 . 9 1 45 . 3 5 45 . 5 7 44.91 44 . 9 1 44.91 4 5 . 0 7 44 . 9 1 44.91 4 4 . 6 2 44.91 44 . 6 3 44 . 6 3 44 . 6 3 44. 3 0 44. 7 1 45.29 4 4 . 6 3 44.63 44 . 6 3 44.63 4 4 . 6 3 44.6 3 45.26 4 6 . 1 3 46.50 4 6 . 2 5 46.75 46.9 1 4 6 . 9 1 46.75 46 . 7 5 4 6 . 7 5 46 . 8 0 46 . 3 0 46 . 1 3 4 5 . 3 0 45 . 3 0 46 . 0 5 46. 3 0 46. 1 3 46. 1 3 46 . 3 0 46. 3 0 46 . 3 0 46. 1 3 46.13 46.13 46.80 46 . 1 3 46 . 1 3 46 . 7 5 46.75 46 . 7 5 46 . 7 5 46 . 7 5 46. 7 5 46 . 7 5 4 6 . 7 5 46.75 4 7 . 0 8 46.75 46.98 47. 0 8 43 . 3 4 42 . 6 7 44.91 44 . 9 1 47 . 4 1 47 . 2 7 47.41 47.41 46 . 7 5 42.79FL 42.40FL 4 2 . 1 4 F L 41.94FL 41 . 6 9 F L 42.35FL 42.19FL 41 . 6 0 F L 41.16FL 41 . 3 9 F L 41.96FL 42. 0 1 F L 41. 6 6 F L 40. 9 2 F L 40. 9 5 F L 42 . 1 0 F L 42.20FL 42 . 0 1 F L 42 . 9 1 F L 42 . 6 3 F L 42 . 8 0 F L 45.88FL 43 . 9 9 F L 44.10FL 43.64FL 43 . 9 7 F L 42.74FL 42 . 6 5 F L 43.97FL 43 . 1 0 F L 4 0 . 4 5 F L 40.82FL 43.10FL 42 . 4 0 F L 43.72FL 44. 5 2 F L 44.78FL 41. 0 6 F L 42.79FL 45 . 0 7 F L 43.42FL 42.93FL 43.00FL 42 . 9 4 F L 43 . 0 7 F L 43.01FL 43.0 4 F L 44.97FL 44.70FL 4 4 . 7 2 F L 4 4 . 6 9 F L 44 . 7 6 F L 44.7 2 F L 44. 8 2 F L 45 . 1 0 F L 45.04FL 44 . 8 5 F L 44.82FL 44.79FL 42. 4 4 F L 42.36FL 42.40F L 42 . 3 8 F L 4 2 . 4 2 F L 42.80FL 42.39FL 41. 9 7 F L 4 1 . 9 4 F L 41.80FL 4 1 . 7 1 F L 41 . 9 1 F L 41.5 8 F L 40.59FL 41.5 3 F L 40 . 9 0 F L 41 . 2 3 F L 44.53FL 43.6 5 F L 43.59FL 43.69 F L 43 . 4 7 F L 43.72FL 43. 1 9 F L 43.0 2 F L 42. 4 3 F L 42 . 2 8 F L 42.41FL 40 . 5 5 F L 4 0 . 5 0 F L 42.72FL 42 . 9 2 F L 42.53FL 42 . 5 7 F L 42. 6 9 F L 43 . 0 7 F L 42 . 7 6 F L 42.85FL 43 . 6 2 F L 43 . 4 9 F L 43.74FL 4 5 . 9 6 F L 4 5 . 8 0 F L 4 6 . 1 3 46.13 46. 3 0 46.13 45.47 43.40FL 4 4 . 2 0 F L 43 . 3 8 F L 43 . 4 0 F L 43.4 4 F L 4 3 . 6 9 F L 43.64FL 4 3 . 5 9 F L 45.7 6 F L 45 . 5 3 F L 45.5 3 F L 45. 5 4 F L 44 . 5 2 F L 44. 4 8 F L 44 . 8 5 F L 45 . 4 7 F L 44.5 7 F L 4 4 . 6 5 F L 4 4 . 7 8 F L 4 4 . 9 6 F L 44.72FL 45 . 3 6 F L 41 . 7 3 F L 41.86FL 41 . 7 9 F L 42 . 3 1 F L 42.3 7 F L 46.96F L 46 . 5 7 T C 46.60TC 4 6 . 0 7 T C 46. 0 4 T C 45 . 5 5 T C 46.71TC 44.18 T C 45. 2 2 T C 4 3 . 6 2 T C 42. 9 6 T C 46.7 7 T C 43.05TC 43.31TC 42.6 2 T C 42 . 0 9 T C 44.04TC43 . 7 9 T C 4 5 . 6 5 T C 46 . 2 0 T C 4 5 . 7 4 T C 45 . 8 4 T C 4 3 . 9 2 T C 42 . 9 4 T C 42. 9 0 T C 42.78TC 42. 2 3 T C 40.94TC 41 . 0 0 T C 4 3 . 2 4 T C 43 . 2 9 T C 4 3 . 0 5 T C 43.0 7 T C 42.98 T C 43. 5 0 T C 43.79 T C 43.23 T C 4 3 . 3 8 T C 4 3 . 7 6 T C 42 . 5 1 T C 4 3 . 5 2 T C 43.6 8 T C 43.78TC 44.9 8 T C 42 . 5 4 T C 4 2 . 5 8 T C 4 2 . 0 2 T C 42.11TC 43 . 0 2 T C 4 3 . 9 3 T C 46. 9 9 F L 4 6 . 2 0 T C 45 . 6 6 T C 45.56T C 4 6 . 3 6 T C 46.7 3 T C 45.5 6 T C 46 . 2 1 T C 45.06FL 40.16TC 41 . 4 3 T C 45.37TC 45.49TC 4 4 . 0 6 T C 4 4 . 5 0 T C 44 . 5 0 T C 45.39 T C45.4 9 T C 44 . 0 8 T C 42 . 1 0 T C 41.99TC 42 . 6 4 T C 42.76TC 4 0 . 9 3 F L 41.38TC 4 1 . 3 2 T C 41 . 7 1 T C 4 1 . 7 6 T C 42 . 1 8 T C 42 . 1 1 T C 42 . 4 2 T C 4 2 . 5 2 T C 46.59TC 4 5 . 2 2 T C 45. 9 8 T C 45.98TC 46. 7 3 T C 42.83TC 42 . 7 1 T C 43. 3 8 T C 4 3 . 3 7 T C 43 . 4 3 T C 4 2 . 9 0 T C 42.84TC 42 . 1 9 T C 42 . 1 6 T C 41 . 7 0 T C 4 4 . 3 9 T C 44. 3 8 T C 44. 9 1 44.91 45.07 4 5 . 5 7 47.41 4 7 . 0 8 46.99 46.78 44.05 44.18 T C 44.05 44.71 44.71 44.21 44.21 43 . 9 0 T C 45 . 1 0 T C 41 . 1 0 F L 44 . 6 3 46 . 0 5 45.30 4 6 . 0 5 46 . 8 0 4 5 . 3 0 4 5 . 3 0 46.0 5 46 . 0 5 46 . 0 5 4 6 . 0 5 46 . 8 0 46 . 8 0 44.91 4 4 . 9 1 44.91 44.05 44. 0 5 44. 0 5 46.75 46.75 46.7 5 46.75 46.75 46.75 46.75 46.75 46.75 46.75 46.75 46 . 7 5 46 . 7 5 46 . 7 5 46 . 7 5 46.75 46.75 46.75 46.75 46.75 46.75 46.75 46 . 7 5 46 . 7 5 46 . 7 5 46 . 7 5 45.09FL 45 . 1 1 F L 46.6 1 T C 46. 3 2 T C 46. 2 4 T C 46.64TC 46.96TC 47.00TC 46.84TC 4 6 . 3 0 T C 46.80 4 6 . 8 0 4 6 . 1 3 44.91 44.91 44.91 44.91 44.91 44.91 44.91 44.91 44.91 44.91 44 . 9 1 44 . 9 1 44 . 9 1 44 . 9 1 45 . 0 0 44.91 44 . 9 1 44 . 9 1 44 . 9 1 44 . 9 1 44 . 9 1 44 . 9 1 45.25T C 44. 1 5 T C 44.0 9 T C 45.15T C 45.28T C 45.22TC 43.44 T C 4 3 . 0 2 T C 44.0 5 44.05 44.21 44.05 44.05 44.05 44 . 0 5 44 . 0 5 44 . 0 5 44.05 44 . 7 1 44 . 5 3 4 4 . 0 5 44. 0 5 4 2 . 8 9 T C 42. 8 5 T C 4 4 . 4 9 T C 41. 6 3 T C 4 1 . 6 0 T C 44.59T C 44 . 0 5 44. 0 5 44.05 42 . 6 7 42 . 6 7 42 . 6 7 42.6 7 4 2 . 9 6 F L 42.67 42 . 6 7 4 2 . 6 7 42.6 7 43.34 42.67 42.67 42.67 42.67 42.67 42.67 4 2 . 6 7 42 . 6 7 42 . 6 7 42 . 6 7 42 . 6 7 42 . 6 7 42 . 6 7 42. 8 6 T C 43 . 2 6 T C 44.63 44.63 44.63 44 . 6 3 44 . 6 3 43 . 6 1 T C 44 . 4 6 4 3 . 7 5 F L 44 . 0 5 43. 4 9 43.44TC 43 . 2 1 T C 43.32TC 43.38TC 43.38 T C 43.4 0 T C 43. 1 4 T C 41. 7 3 T C 4 1 . 2 7 T C 4 1 . 3 0 T C 4 1 . 8 2 T C 41.1 6 F L 4 0 . 8 1 4 0 . 8 4 41.1 9 F L 43. 4 4 43. 5 1 43. 9 2 F L 43. 8 5 F L 45 . 8 6 T C 45.7 0 T C 45 . 7 9 T C 4 6 . 0 7 T C 46 . 2 4 T C 46.58TC 46.76TC 46.75 T C 46.64TC 46. 6 2 T C 46.9 7 T C 46.95TC 46.88TC 46.71TC 46.85TC 42 . 8 2 T C 4 3 . 8 4 T C 43.20TC 41. 7 5 T C 41. 5 3 T C 44.9 2 T C 44.8 1 T C 44.83TC 44.85TC 4 4 . 8 8 T C 4 4 . 9 8 T C 44. 9 6 45.18 45 . 0 7 44. 9 5 44.8 8 4 4 . 9 6 42 . 6 7 42 . 6 7 42 . 6 7 42 . 6 7 42 . 6 7 42. 6 7 43.34 44 . 0 5 4 3 . 8 0 44.05 44.05 44.05 44.05 44.05 10.5% 2.3% 2.6% 5.2% 5.8% 15 . 5 % 13.6% 3 . 7 % 3 . 6 % 3 . 6 % 2 . 9 % 4 . 0 % 2.5% 2.4% 4 . 0 % 5. 1 % 4 . 1 % 0. 6 % 0.6%0.6% 0. 5 % 0.5% 0 . 5 % 0. 5 % 0. 5 % 4 6 . 2 6 T C TYPE 13 INLET 9" STEP IN FOUNDATION TRASH ENCLOSURE 18" STORM SEWER 4" STEP 4" STEP 4" STEP 4" STEP 4" STEP 4" STEP 4" STEP 4" STEP 6" STEPS 6" STEPS 2' CONCRETE PAN 6" STEPS 2' CONCRETE PAN 9" STEP IN FOUNDATION9" STEP IN FOUNDATION 6" STEPS6" STEPS6" STEPS 2' CONCRETE PAN 4" STEP 4" STEP 4" STEP 46 . 6 1 46 . 7 5 44.77 4 4 . 9 1 44. 9 1 44 . 6 6 43. 9 1 44 . 0 5 44.05 43.80 46. 5 5 4 6 . 5 0 4 6 . 7 5 4 6 . 1 3 4 5 . 9 9 4 6 . 0 0 4 6 . 1 3 45. 6 3 4 6 . 0 2 4 4 . 6 7 45.37 44. 8 7 4 4 . 6 7 4 4 . 7 1 41 . 1 6 T C 4 1 . 2 4 T C 40. 6 8 T C 4 0 . 6 6 T C 42.53 4 2 . 6 7 42.52TC 42 . 4 1 T C 4 2 . 6 1 T C 42.72TC 42.79TC 42.89TC 41. 7 0 T C 41 . 8 4 T C 41.72TC 41 . 1 2 F L 40.77 43 . 3 5 T C 43.29TC 43 . 2 3 T C 42.89FL 42.45FL 2.2% 0. 3 % 4 5 . 0 0 4 4 . 0 0 4 3 . 0 0 4 2 . 0 0 4 1 . 0 0 GR A D I N G P L A N 1" = 20' 1" = 20' 14 GR05 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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' 2 MATCHLINE SEE SHEET GR02 MA T C H L I N E SE E S H E E T G R 0 6 2 39 . 4 6 F L FFE=4941.51 FFE=4942.59 38.1 9 F L FFE=4941.84 FFE=4943.34 39 . 1 3 F L 39 . 2 9 F L 42.67 41 . 1 7 42.14 41 . 9 2 4 1 . 3 0 41.17 41 . 1 7 41 . 1 7 4 1 . 3 4 41.51 42.84 42 . 8 4 44.2 1 44.0 5 41.17 4 1 . 1 7 41.17 41. 1 7 41. 1 7 41 . 1 7 41 . 1 7 41.17 41.84 41 . 1 7 41. 3 4 41 . 1 7 41 . 1 7 4 1 . 8 4 41. 1 7 41 . 1 7 41.79 4 1 . 8 4 42.5 9 42 . 5 9 42.55 42.5 5 4 2 . 5 9 4 2 . 5 9 42.59 43 . 3 4 43. 3 4 43 . 3 4 43.30 41 . 8 4 41 . 8 4 42 . 5 9 42 . 5 9 43 . 3 4 42 . 6 7 41.51 39.04FL 38.6 8 F L 40 . 1 5 F L 38.79FL 38.88FL 38.9 5 F L 39. 1 8 F L 39 . 0 0 F L 3 9 . 5 2 F L 38 . 8 4 F L 40.09FL 40 . 2 4 F L 42 . 2 2 F L 43.08FL 40.94TC 39.81FL 41.22 T C 39 . 6 0 F L 4 0 . 1 3 T C 39.79FL 4 0 . 6 5 F L 39.68 F L40.7 4 F L 37.79FL 38.17FL 37 . 7 4 F L 39.9 6 F L 39 . 9 8 F L 40. 0 9 F L 38 . 8 2 F L 4 0 . 0 2 F L 40.4 9 F L 39.66FL 39 . 8 1 F L 4 1 . 0 1 F L 40 . 6 8 F L 4 0 . 4 5 F L 40.82FL 41.32FL 40.18FL 37.75FL38.18FL38.59FL3 8 . 0 5 F L 38 . 2 7 F L38.43FL3 7 . 8 0 F L 41 . 4 4 F L 42.37FL 4 2 . 2 9 F L 41.91FL 39. 0 4 F L 3 8 . 9 6 F L 39 . 1 1 F L 39.2 2 F L 39 . 1 7 F L 39 . 1 3 F L 4 1 . 9 1 F L 4 0 . 5 5 F L 4 0 . 5 0 F L 40.03 T C 41.06FL 4 1 . 1 1 F L 4 3 . 1 6 F L 43 . 0 0 F L 42.8 1 F L 42 . 6 7 F L 42 . 7 3 F L 3 9 . 7 9 F L 40.13FL 38.55FL 38.61FL 39.95FL 4 0 . 3 5 F L 39 . 6 6 F L 39 . 6 0 F L 40 . 4 0 F L 40 . 4 5 F L 3 9 . 3 7 F L 40.37FL 4 0 . 3 3 F L 4 0 . 8 5 41.51 41. 5 1 40 . 8 5 41 . 5 1 40.85 41.51 3 8 . 7 0 T C 41.59TC 4 0 . 2 9 T C 40.2 5 T C 40.39 T C 37.93TC 37.91TC 4 0 . 1 3 T C 3 9 . 7 7 T C 4 1 . 6 8 T C 39 . 4 2 T C 40.04TC 39.9 7 T C 40.10TC 39.44TC 39 . 3 4 T C 39.25TC 39.36 T C 41.6 7 T C 4 0 . 1 6 T C 43.28 T C 39.86TC 39 . 8 3 T C 39 . 5 5 T C 39 . 5 2 T C 41.76TC 38.73TC 3 8 . 8 9 T C 4 0 . 9 3 T C 41 . 2 5 T C 39 . 3 0 T C 41 . 4 3 T C 41 . 7 3 T C 40.47TC 39.64TC 39.79TC 3 9 . 6 9 T C 39.9 9 T C 3 9 . 3 5 F L 3 9 . 3 8 F L 39.2 1 F L 39.6 3 F L 39.28FL 39 . 3 3 F L 3 9 . 6 3 F L 39.4 8 F L 40.05TC 39 . 7 8 T C 4 0 . 3 1 T C 40. 0 3 T C 3 8 . 3 3 F L 38 . 3 5 F L 38 . 3 1 F L 38.66FL 40.4 6 F L 40. 4 5 F L 40 . 4 3 F L 4 0 . 0 6 F L 39.90FL 3 9 . 9 8 F L 4 0 . 0 6 F L 39.71TC 39.61TC 39. 2 1 F L 39.21FL 41 . 7 0 T C 4 0 . 1 8 F L 39. 7 3 F L 40.23T C 39.83FL 39.62FL 39.82FL 39.84FL39.94FL 39.67TC 39 . 4 5 T C 39.52FL 3 9 . 7 3 T C 39.05FL 4 0 . 3 5 F L 4 0 . 3 7 T C 40. 1 2 F L 40 . 2 3 F L 38.76FL 40 . 7 6 F L 3 7 . 2 2 F L 38.80TC 38.46TC 3 8 . 9 2 T C 38.82T C 39.0 4 T C 3 8 . 9 4 T C 38.94T C 38.85T C 39.01F L 39 . 6 5 T C 3 9 . 7 6 T C 38.44TC 38.73TC 40.85 44. 0 5 44.05 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41.17 41.17 41.17 41.17 41.17 41.17 41.17 41.17 41.17 41.17 41.1741.17 41.34 41. 3 4 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 1 7 41 . 3 4 41 . 3 4 41. 3 4 42.5 3 T C 42.53TC 40. 1 3 T C 41.7 6 41 . 5 1 4 1 . 4 7 41 . 0 0 40.98TC 41.10 T C 40 . 8 5 41.00 40.85 3 9 . 3 3 F L 3 9 . 3 5 F L 39.17FL 38.79FL 39. 3 6 F L 38 . 8 9 F L 38.97FL 40. 6 6 40.41 40 . 2 3 40.39 4 3 . 7 5 F L 44 . 0 5 43. 4 9 41.8 4 42. 5 9 42.5 9 42 . 5 9 42.59 4 2 . 5 9 4 2 . 5 9 43 . 3 4 39 . 3 5 39 . 2 9 44 . 0 5 43.80 41 . 8 4 41 . 1 7 41.49 41. 4 4 41.57 41.60 41. 5 1 41.44 41.36 4 1 . 4 4 2. 6 % 2.7% 3 . 9 % 2.0% 3.7% 3.2% 3. 4 % 4.0 % 4 . 5 % 3.3 % 2. 3 % 2.9 % 14.4 % 41.4 5 40.23TC 40.67TC 40.31TC 40.23TC 40.55TC 39.85TC 40.25T C 40.85TC 40.83TC 40.54TC 40.58TC 40.77TC 40.95TC 40.87TC 41.15TC40.05TC 40.71TC 4 0 . 4 7 T C 4 0 . 4 4 T C 40.28TC 39.54 T C 39.65 T C 39.77 T C 39.64TC 39.75TC 39.86TC 9" STEP IN FOUNDATION9" STEP IN FOUNDATION TRASH ENCLOSURE 10' TYPE R INLET 6" STEPS 6" STEP6" STEP6" STEP 4" STEP 4" STEP 6" STEPS 2' SIDEWALK CHASE 41 . 5 138.57FL39.00TC 41.22TC 41.22TC 41. 2 2 T C 41.22TC 40.88TC 40.78TC 6" STEP 40 . 4 3 T C 39. 9 6 T C 39. 8 5 T C 39. 6 2 T C 39. 7 3 T C 39 . 6 1 T C 40 . 6 0 T C 40 . 8 2 T C 40.75TC 4 0 . 5 6 T C 39 . 7 2 T C 39.13TC 39.02TC41.31TC 41. 4 2 T C 43 . 9 1 44. 0 5 4 4 . 0 5 4 3 . 8 0 40 . 8 0 40.84 4 2 . 5 3 42.67 42.52TC 42. 4 1 T C 42.61TC 4 2 . 7 2 T C TYPE 13 INLET 42.67 42.59 42 . 1 6 41.88 41 . 4 7 41 . 3 9 41 . 2 5 42.53 41.30 41.25 40.14FL 40.31 39.97 40.43 4 0 . 0 8 4 0 . 5 8 4 0 . 1 8 2.0% 40 . 7 7 40.80 40 . 8 0 39.69 39.55 4 0 . 7 7 40. 8 4 4 0 . 8 4 40. 8 0 40.82 1.7% 38.52TC 3 8 . 3 5 T C 38.06TC 38 . 1 8 T C 38. 3 2 T C 38.42TC 41 . 3 2 T C 41 . 3 9 T C 41 . 2 5 T C 2.1 % 40. 2 6 T C 3 9 . 0 0 3 9 . 0 0 4 0 . 0 038.35FL38.40FL37.95FL38.10FLGR A D I N G P L A N 1" = 20' 1" = 20' 15 GR06 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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 5 MATCHLINE SEE SHEET GR03 MA T C H L I N E SE E S H E E T G R 0 5 MA T C H L I N E SE E S H E E T G R 0 7 CLUB HOUSE 38.1 9 F L FFE=4940.95 40. 9 5 40.95 4 0 . 8 7 40 . 2 8 40. 8 7 40 . 2 8 40. 2 8 40. 2 8 40.28 40. 2 7 40.95 40.28 40 . 9 5 40.28 40.2840 . 9 5 40 . 2 8 40 . 2 8 40 . 8 1 40.40 40 . 7 7 40.69 40.28 40.28 40 . 8 6 40.28 4 0 . 2 8 40.85 4 0 . 9 5 40. 9 5 40.28 4 0 . 2 8 40. 2 8 40. 2 8 40.28 40.28 40 . 2 8 40 . 2 8 4 0 . 2 8 4 0 . 5 1 40 . 2 8 40.28 40 . 2 1 40 . 9 5 40. 2 8 40 . 2 8 40 . 2 8 40.28 40.28 40.6240.68 40.95 40.95 40 . 2 8 4 0 . 9 6 40 . 8 8 40. 2 8 39.64FL 3 9 . 5 9 F L 39.31FL 39.12FL 39.04FL 38.6 8 F L 40 . 1 5 F L 38.79FL 38.88FL 38.9 5 F L 39. 1 8 F L 39 . 0 0 F L 39 . 6 0 F L 4 0 . 1 3 T C 39.68 F L40.7 4 F L 37.79FL 38.17FL 37 . 7 4 F L 37.75FL38.18FL38.59FL3 8 . 0 5 F L 38 . 2 7 F L38.43FL39 . 4 1 F L 3 7 . 8 0 F L 39. 0 4 F L 3 8 . 9 6 F L 3 9 . 1 1 F L 39.2 2 F L 39 . 1 7 F L 39 . 1 3 F L 38 . 8 4 F L 40.03 T C 38.55FL 38.61FL 3 8 . 7 0 T C 38 . 0 8 T C 38.68TC 38. 1 8 T C 3 8 . 0 8 T C 39.8 0 T C 38.6 0 T C 3 9 . 8 4 T C 4 0 . 2 9 T C 40.2 5 T C 40.39 T C 37.93TC 37.91TC 3 7 . 9 7 T C 39 . 4 2 T C 39 . 5 5 T C 38 . 7 4 T C 4 0 . 0 4 T C 39.9 7 T C 40.10TC 39.44TC 39 . 3 4 T C 39.25TC 39.36 T C 39 . 4 4 T C 39 . 6 2 T C 38.73TC 3 8 . 8 9 T C 39 . 3 0 T C 38.7 4 T C 39.5 0 T C 3 9 . 3 5 F L 3 9 . 3 8 F L 39.2 1 F L 39.6 3 F L 39.28FL 39 . 3 3 F L 3 9 . 6 3 F L 39.4 8 F L 40.05TC 39 . 7 8 T C 4 0 . 3 1 T C 40. 0 3 T C 3 8 . 3 3 F L 38 . 3 5 F L 38 . 3 1 F L 38.66FL 40.4 6 F L 40. 4 5 F L 40 . 4 3 F L 4 0 . 0 6 F L 39.90FL 3 9 . 9 8 F L 4 0 . 0 6 F L 39.71TC 39.61TC 39. 2 1 F L 39.21FL 39.83FL 39.62FL 39.52FL 39.05FL 4 0 . 3 7 T C 3 7 . 2 2 F L 38.80TC 3 8 . 4 6 T C 3 8 . 9 2 T C 38.82T C 39.0 4 T C 3 8 . 9 4 T C 38.94T C 38.85T C 39.01F L 38.49TC3 8 . 5 9 T C 38. 8 4 T C 39 . 6 5 T C 3 9 . 7 6 T C 38.44TC 38.73TC 38.71TC 38.85TC 39.3 4 T C 40 . 2 8 40.96 40 . 2 8 40 . 3 9 40 . 3 9 40 . 7 8 40 . 8 6 39.97TC 39 . 0 1 T C 39. 2 1 T C 39.0 1 T C 39. 0 1 T C 39. 0 1 T C 38 . 8 5 T C 38 . 6 9 T C 38. 8 5 T C 39.0 1 T C 38. 8 6 T C 3 9 . 3 5 T C 39. 0 1 T C 40 . 4 9 T C 40 . 7 0 T C 39 . 3 5 39. 2 9 38 . 9 3 38 . 9 6 39.98TOW 38.65BOW 40.06TOW 37.96BOW 37.98BOW 38.5 0 T O W 38 . 0 1 B O W 39.90TOW 2. 6 % 2.7% 3 . 9 % 2. 3 % 2.9 % 3.2% 2 . 3 % 2.3 % 4. 4 % 25 . 3 % 14.4 % 20.5% 24.6% 17.4 % 2.9 % 23 . 7 % 40.23TC 40.67TC 40.31TC 40.23TC 40.55TC 39.85TC 40.25T C 40.85TC 40.83TC 40.54TC 40.58TC 40.77TC 40.95TC 40.87TC 41.15TC40.05TC 40.71TC 4 0 . 4 7 T C 4 0 . 4 4 T C 40.28TC 39.54 T C 39.65 T C 39.77 T C 39.64TC 39.75TC 39.86TC 2' SIDEWALK CHASE 6" STEPS 40.94 3 9 . 9 6 T C 40 . 4 1 40.09TC38.57FL39.00TC 40. 4 3 T C 39. 9 6 T C 39 . 8 5 T C 39 . 6 2 T C 39. 7 3 T C 39. 6 1 T C 4 0 . 5 6 T C 39 . 7 2 T C 39.13TC 39.02TC 39.0 1 T C 39.0 0 T C 39 . 6 2 T C 39.5 5 T C 38.86TC 38 . 8 1 T C 39.16TC 39.01TC 39. 0 1 T C 35. 7 7 T C 35. 8 8 T C 38.21T C 3 8 . 1 2 T C 39.2 0 T C 3 9 . 3 8 T C 40 . 0 6 T C 4 0 . 0 7 T C 39 . 6 2 T C 38.10TC 37.73T C38. 2 2 T C 37.84TC 3 9 . 4 1 T C 3 9 . 4 7 T C 38.52TC 3 8 . 3 5 T C 3 8 . 0 6 T C 38 . 1 8 T C 38. 3 2 T C 38.42TC 35.40BOW 3 7 . 1 6 B O W 37 . 5 6 T O W 36.40BOW 37. 4 1 T O W 34 . 6 5 B O W 35.91TOW 41.08TC 41.26TC 39.73TC 3 9 . 8 7 T C 3 9 . 9 6 T C 40.00TC 39.86TC 39.90 T C 39.9 0 T C 40 . 9 5 40 . 9 5 39.9 6 T C 39.9 5 T C 2 - 6" STEPS ADA RAMP 38.8 5 T C 38.9 5 T C 39.0 5 T C 39.2 1 T C 39.51TC3 9 . 6 7 T C 39.8 2 T C 4 0 . 3 2 40.22 39. 7 5 39. 6 5 39 . 8 3 40 . 5 2 40 . 6 6 40. 7 6 40 . 5 2 40 . 6 3 40 . 8 4 40 . 6 6 40. 5 8 40. 2 6 39.42 3 9 . 2 3 38 . 5 4 38 . 7 7 38.71 37 . 7 9 37 . 8 9 37 . 6 2 37 . 6 9 40 . 5 0 39.97TOW 39.89BOW 35.77TOW 40 . 2 6 T C 3 9 . 0 038.35FL38.40FL37.95FL38.10FL3 9 . 0 0 3 8 . 0 0 GR A D I N G P L A N 1" = 20' 1" = 20' 16 GR07 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 ACCESS DRIVE - 5" HMA + 6" ABC OR 5" PCC. SHEET BOUNDARY PROPOSED BUILDING TRASH ENCLOSURE ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH STEPS GRASS PAVERS OUTFALL CURB & GUTTER WALL 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. 5.PARKING AREAS (NOT HATCHED) SHALL HAVE A PAVEMENT SECTION OF 4" HMA + 6" ABC OR 5" PCC. TRASH ENCLOSURES SHALL HAVE A 6" PCC PAVEMENT SECTION. 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' MATCHLINE SEE SHEET GR05 MA T C H L I N E SE E S H E E T G R 0 6 PH A S E 1 PH A S E 2 PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) G G G G G G CLUBHOUSE AAA B B EB 24 " 24 " 24" 18"18" 18 " 18 " 18 " 18" 18" 18 " 18" 18" 18" 01 2.296 83% 02 1.769 83% 03 2.181 87% 04 1.646 88% 05 1.030 71% 06 0.314 46% 07 2.105 94% 08 2.387 23% OS-1 0.464 52% OS-3 0.579 22% OS-4 0.55 69% OS-5 0.400 27% OS-2 0.224 21% INLET A-1-5 SDI C-3 SDMH A-1-3 INLET-A-1-4 SDMH A1-1 SDMH C-1 SDI C-1 SDMH A-3 SDMH D-1.2 SDMH D-1.4 SDMH A-2 SDI B-1 SDI D-1.5.1 FES A-1 SDMH D-1.1 SDI C-3 (1) WQ CHAMBERS (LID) SYSTEM STORM LINE B: STORM LINE A: STORM LINE C: STORM LINE A OS-6 0.275 40% OS-9 0.464 24% OS-8 0.164 33% OS-7 0.303 23% SDMH D-2.2 SDMH D-2.1 STORM LINE D: STORM LINE D-1: 18 " 18" 15" FES D.1.5.2 SDMH D-1.6 SDMH A-4 SDMH D-1.3 EX. STM (INTO SITE) EX. STM (OUT OF SITE) 24"24"DR A I N A G E P L A N 1" = 60' 1" = 60' 17 DN01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PH A S E 2 KEYMAP 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 DIRECTION PH A S E 1 POND G IP SF SF SF SF SF SF SF SF VTC A SF VTC CWA A PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES IP IP IP IP IP IP IP IP IP ER O S I O N C O N T R O L P L A N - I N I T I A L 1" = 60' 1" = 60' 18 EC01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' 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 ~75%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH ~4 - 9 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 N/A 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 ROCK SOCK TEMPORARY SEDIMENT INLET PROTECTION SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE (SUBJECT TO MOVE IF NECESSARY) PERMANENT SEEDING SILT FENCE TO BE REMOVED 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 SF LIMITS OF DISTURBANCE PERIMETER CONTROL WATTLES RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A RS PHASE 1 STOCKPILE Implementation Timeline: Initial Overlot Grading Prior to Utility Construction NOTE: SYMBOLS NOT TO SCALE PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 4.8:1 4.1:1 4. 0 : 1 4 . 8 : 1 6.9:1 4 . 1 : 1 5.2: 1 4.5:1 4.5 : 1 3.9: 1 IP A VTC VTCCWA A IP IP IP IP IP TS SR SR SR SR SR SR RS RS RS RS RS RS RS WDWD RS RS RS RS RS RS WD RS RS SRSR SR SR SR SR SRSR SR IP RS IP RS IP RS WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD RS RS RS RS RS RS RS RS RS RS RS RS RS RS RS PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES DETENTION POND UNDERGROUND WATER TREATMENT SURFACE ROUGHING FOR INITIAL SHAPING DURING OVERLOT ER O S I O N C O N T R O L P L A N - I N T E R I M 1" = 60' 1" = 60' 19 EC02 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 00 60'120' SCALE: 1" = 60' 30' PHASE 2 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 ROCK SOCK TEMPORARY SEDIMENT INLET PROTECTION SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE (SUBJECT TO MOVE IF NECESSARY) PERMANENT SEEDING SILT FENCE TO BE REMOVED 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 SF LIMITS OF DISTURBANCE PERIMETER CONTROL WATTLES RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A RS PHASE 1 PHASE 1 STOCKPILE Implementation Timeline: Utility Installation and Building Construction SWEEPING REQUIRED AT ALL ENTRANCES SWEEPING REQUIRED AT ALL ENTRANCES SWEEPING REQUIRED AT ALL ENTRANCES SWEEPING REQUIRED AT ALL ENTRANCES 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 ~75%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH ~4 - 9 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 N/A SQUARE FEET STEEPEST SLOPE 4 H:V DISTANCE FROM A RIPARIAN AREA OF SENSITIVE AREA 1,200 FEET PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 4.8:1 4.1:1 4. 0 : 1 4 . 8 : 1 6.9:1 4 . 1 : 1 5.2: 1 4.5:1 4.5 : 1 3.9: 1 IP PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS IP IP IP IP IP PS PS PS PS PS PS PS PS PS PS PS PS PS IP IP IP PROJECT LIMITS OF DISTURBANCE PHASE 1: 12.78 ACRES PHASE 2: 3.72 ACRES TOTAL: 16.50 ACRES DETENTION POND UNDERGROUND WATER TREATMENT SURFACE ROUGHING FOR INITIAL SHAPING DURING OVERLOT ER O S I O N C O N T R O L P L A N - F I N A L 1" = 60' 1" = 60' 20 EC03 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 PHASING LINE EROSION CONTROL VEHICLE TRACKING CONTROL PAD WATTLE DIKE ROCK SOCK TEMPORARY SEDIMENT INLET PROTECTION SILT FENCE STOCKPILE MANAGEMENT SURFACE ROUGHENING CONCRETE WASHOUT STRUCTURE (SUBJECT TO MOVE IF NECESSARY) PERMANENT SEEDING SILT FENCE TO BE REMOVED 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 SF LIMITS OF DISTURBANCE PERIMETER CONTROL WATTLES RIP RAP FLOW DIRECTION SF SRSR CWA PSPS A RS Implementation Timeline: Paving to Final Restoration 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 ~75%DENSITY EXISTING SOIL TYPE TYPE B & C SANDY/LOAM GROUNDWATER DEPTH ~4 - 9 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 N/A SQUARE FEET STEEPEST SLOPE 4 H:V DISTANCE FROM A RIPARIAN AREA OF SENSITIVE AREA 1,200 FEET 7 8 3 4 9 10 6 CLUB HOUSE 1 2 PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 5 T E E E E E E E E E E E T T T T T T T T T T T G G G G G G 10' 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 24" STORM SEWER 24" STORM SEWER 18" STORM SEWER 18" STORM SEWER 24" STORM SEWER 18" STORM SEWER 18" STORM SEWER TIE INTO EXISTING SANITARY MANHOLE SIDEWALK CHASE 8" WATERLINE 8" WATERLINE 8" WATERLINE 6" FIRE SERVICE 2.5" WATER SERVICE 6" FIRE SERVICE 2.5" WATER SERVICE 8" WATERLINE 2.5" WATER SERVICE 6" FIRE SERVICE 2.5" WATER SERVICE 6" FIRE SERVICE 2.5" WATER SERVICE 6" FIRE SERVICE 6" FIRE SERVICE 2.5" WATER SERVICE 2.5" WATER SERVICE 6" FIRE SERVICE 2.5" WATER SERVICE 6" FIRE SERVICE 2" WATER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 18" STORM SEWER PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT TYPE 13 INLET TYPE 13 INLET 18" STORM SEWER 18" STORM SEWER 18" STORM SEWER LIGHT (TYP) LIGHT (TYP) LIGHT (TYP) LIGHT (TYP) TYPE 13 INLET 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 10' TYPE 13 INLET 2.5" WATER SERVICE 6" FIRE SERVICE 6" FIRE SERVICE 2" WATER SERVICE ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAINROOF DRAIN ROOF DRAIN ROOF DRAIN ROOF DRAIN OV E R A L L U T I L I T Y P L A N 1" = 60' 1" = 60' 21 UT01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 GAS METER 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 G UT04UT03UT02 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 G G 6.02' 11.08' 11.92'TYPE 13 INLET FIRE HYDRANT 6" FIRE SERVICE WATER SERVICE 8" WATERLINE 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 SERVICE6" 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 WATER SERVICE 6" FIRE SERVICE 4" ROOF DRAIN4" ROOF DRAIN 4" ROOF DRAIN4" ROOF DRAIN PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 GAS METER 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 G UT I L I T Y P L A N 1" = 30' N/A 22 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 2 BELLAMY LANE (PRIVATE STREET) 5 E E E E T T T T G G 17' 16.37' 11.06' 6' 6.72' 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 8"X6" TEE TYPE 13 INLET 18" STORM SEWER 18" STORM SEWER LIGHT (TYP) WATER SERVICE LIGHT (TYP) 8"X6" TEE 6" FIRE SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 6" SANITARY SEWER SERVICE 10' TYPE 13 INLET 4" ROOF DRAIN 4" ROOF DRAIN 6" ROOF DRAIN6" ROOF DRAIN 6" ROOF DRAIN PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 GAS METER 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 G UT I L I T Y P L A N 1" = 30' N/A 23 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. 9 10 CLUB HOUSEE E E T T T G G 10' TYPE R INLET 10' TYPE R INLET WATER QUALITY CHAMBER SYSTEM FIRE HYDRANT 24" STORM SEWER 24" 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 24" STORM SEWER 18" STORM SEWER 18" STORM SEWER 48" SANITARY SEWER MANHOLE (TYP) LIGHT (TYP) LIGHT (TYP) 8"X6" TEE FIRE HYDRANT 18" STORM SEWER 8"ROOF DRAIN 8"ROOF DRAIN 4" ROOF DRAIN PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 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 GAS METER 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 G UT I L I T Y P L A N 1" = 30' N/A 24 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 CLUB HOUSE 12 PO T T E R D R I V E ( P R I V A T E S T R E E T ) 5 TE E E E E E T T T T T G G G G 14 9 ° 3 6 ' ' 98°34'' 159°0'' 165°21'41"' 164°46'' 90°2'' PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E (P R I V A T E S T R E E T ) 57.63 LF 8" PVC @ 1.00% STA: 9+75.00 N: 16406.80 E: 13930.10 BEGIN ALIGNMENT 17 3 . 8 7 L F 8 " P V C @ 0 . 5 0 % 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 11 0 . 6 6 L F 8 " P V C @ 1 . 0 0 % EXISTING SANITARY SEWER SEE SHEET SS02 FOR PLAN AND PROFILE MH-A8 (48"∅) STA 20+40.64 N: 17114.30 E: 13579.35 6" PVC SANITARY SEWER SERVICE LINE (S) STA: 15+13.23 N: 16759.92 E: 13751.72 6" PVC SANITARY SEWER SERVICE LINE STA: 14+29.91 N: 16676.61 E: 13751.36 6" PVC SANITARY SEWER SERVICE LINE STA: 20+09.28 N: 17114.15 E: 13610.71 6" PVC SANITARY SEWER SERVICE LINE MH-A5 (48"∅) 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 MH-A2 (48"∅) STA 12+09.52 N: 16462.81 E: 13710.80 STA: 13+17.46 N: 16566.60 E: 13732.97 6" PVC SANITARY SEWER SERVICE LINE STA: 18+19.83 N: 17066.52 E: 13753.02 6" PVC SANITARY SEWER SERVICE LINE 9+ 7 5 10 + 0 0 11 + 0 0 12 + 0 0 13+00 14+0 0 15+00 16+00 17+00 18+00 19 + 0 0 20 + 0 0 SANITARY SEWER B PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 10+00.00, END STA: 20+60.00 4920 4925 4930 4935 4940 4945 4950 4955 4920 4925 4930 4935 4940 4945 4950 4955 FG = FG = 4 9 3 6 . 5 6 FG = 4 9 3 6 . 4 3 FG = 4 9 3 6 . 5 6 FG = 4 9 3 6 . 5 9 FG = 4 9 3 6 . 7 6 FG = 4 9 3 6 . 9 6 FG = 4 9 3 7 . 1 6 FG = 4 9 3 7 . 3 9 FG = 4 9 3 7 . 5 7 FG = 4 9 3 7 . 7 6 FG = 4 9 3 7 . 9 6 FG = 4 9 3 8 . 1 7 FG = 4 9 3 8 . 4 4 FG = 4 9 3 8 . 6 8 FG = 4 9 3 8 . 9 2 FG = 4 9 3 9 . 1 8 FG = 4 9 3 9 . 5 0 FG = 4 9 3 9 . 5 5 FG = 4 9 3 9 . 6 0 FG = 4 9 3 9 . 6 1 FG = FG = 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+5020+60 MH - E X A 1 ( 4 8 " Ø ) ST A 1 0 + 9 8 . 8 7 RI M 4 9 3 7 . 7 ± IN V . I N 4 9 2 5 . 7 8 ( N W ) IN V . O U T 4 9 2 5 . 5 8 ( E ) D = 1 2 . 1 2 ' MH - A 2 ( 4 8 " Ø ) ST A 1 2 + 0 9 . 5 2 RI M 4 9 3 9 . 0 ± IN V . I N 4 9 2 7 . 0 9 ( S ) IN V . I N 4 9 2 7 . 0 9 ( N ) IN V . O U T 4 9 2 6 . 8 9 ( S E ) D = 1 2 . 0 9 ' 110.66 LF 8" PVC @ 1 . 0 0 % MH - A 3 ( 4 8 " Ø ) ST A 1 2 + 6 7 . 1 6 RI M 4 9 4 0 . 1 ± IN V . I N 4 9 2 7 . 9 0 ( N ) IN V . O U T 4 9 2 7 . 6 7 ( S ) D = 1 2 . 4 5 ' 71.07 LF 8" PVC @ 1 . 0 0 % MH - A 4 ( 4 8 " Ø ) ST A 1 3 + 3 8 . 2 3 RI M 4 9 3 9 . 6 ± IN V . I N 4 9 2 8 . 8 1 ( N ) IN V . O U T 4 9 2 8 . 6 1 ( S ) D = 1 1 . 0 3 ' MH - A 5 ( 4 8 " Ø ) ST A 1 4 + 0 5 . 6 7 RI M 4 9 4 0 . 2 ± IN V . I N 4 9 2 9 . 6 8 ( N ) IN V . O U T 4 9 2 9 . 4 8 ( S ) D = 1 0 . 7 2 ' 67.44 LF 8" PVC @ 1 . 0 0 % 206.84 LF 8" PVC @ 1 . 0 0 % MH - A 6 ( 4 8 " Ø ) ST A 1 6 + 1 2 . 5 1 RI M 4 9 4 1 . 6 ± IN V . I N 4 9 3 1 . 9 5 ( N ) IN V . O U T 4 9 3 1 . 7 5 ( S ) D = 9 . 9 9 ' 254.26 LF 8" PVC @ 1 . 0 0 % MH - A 7 ( 4 8 " Ø ) ST A 1 8 + 6 6 . 7 7 RI M 4 9 4 4 . 7 ± IN V . I N 4 9 3 4 . 7 0 ( W ) IN V . O U T 4 9 3 4 . 4 9 ( S ) D = 1 0 . 2 0 ' 173.87 LF 8" PVC @ 0.50% MH - A 8 ( 4 8 " Ø ) ST A 2 0 + 4 0 . 6 4 RI M 4 9 4 5 . 0 ± IN V . O U T 4 9 3 5 . 5 6 ( E ) D = 9 . 4 4 ' 57.63 LF 8" PVC @ 1 . 0 0 % ST A : 1 3 + 5 3 . 7 4 IN V . = 4 9 3 4 . 7 7 ' PR O P . 8 " W A T E R L I N E ST A : 1 4 + 5 7 . 5 0 IN V . = 4 9 3 5 . 8 0 ' PR O P . 8 " W A T E R L I N E ST A : 1 4 + 8 1 . 5 7 IN V . = 4 9 3 6 . 9 4 ' PR O P 6 - I N C H H Y D R A N T L A T E R A L ST A : 1 6 + 2 2 . 5 1 IN V . = 4 9 3 7 . 5 1 ' PR O P . 8 " W A T E R L I N E ST A : 1 8 + 4 7 . 1 8 IN V . = 4 9 3 9 . 2 2 ' PR O P 6 - I N C H H Y D R A N T L A T E R A L ST A : 1 4 + 4 5 . 4 5 IN V . = 4 9 3 7 . 4 6 ' PR O P 6 - I N C H R O O F DR A I N C R O S S I N G ST A : 1 6 + 8 3 . 0 9 IN V . = 4 9 4 0 . 1 1 ' PR O P 6 - I N C H R O O F DR A I N C R O S S I N G SA N I T A R Y S E W E R P L A N & P R O F I L E 1" = 40' 1" = 4' 25 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 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 CLUB HOUSE T R A C T E E T T G MH-B1 (48"∅) STA 11+98.20 N: 16392.30 E: 13682.55 6" PVC SANITARY SEWER SERVICE LINE (S) 75.95 LF 8" PVC @ 1.00% MH-A2 (48"∅) STA 10+00.00 N: 16462.81 E: 13710.80 8 1 ° 2 6 ' ' 1 8 ° 2 8 ' ' B E L L A M Y L A N E ( P R I V A T E S T R E E T ) STA: 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 ALIGNMENT 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 = 4 9 3 6 . 8 0 FG = 4 9 3 6 . 5 7 FG = 4 9 3 6 . 3 4 FG = FG = 9+00 9+50 10+00 10+50 11+00 11+50 PROPOSED GROUND @ PIPE CENTERLINE MH - A 2 ( 4 8 " Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 3 9 . 0 ± IN V . I N 4 9 2 7 . 0 9 ( S ) IN V . I N 4 9 2 7 . 0 9 ( N ) IN V . O U T 4 9 2 6 . 8 9 ( S E ) D = 1 2 . 0 9 ' 75.95 LF 8" PVC @ 1 . 0 0 % MH - B 1 ( 4 8 " Ø ) ST A 1 1 + 9 8 . 2 0 RI M 4 9 3 8 . 7 ± IN V . O U T 4 9 2 7 . 8 5 ( N ) IN V . O U T 4 9 2 8 . 3 5 ( S ) D = 1 0 . 8 5 ' SA N I T A R Y S E W E R P L A N & P R O F I L E 1" = 40' 1" = 4' 26 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 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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. TE E E E E E E E T T T T T T T T G G G 3 4 6 12 PO T T E R D R I V E ( P R I V A T E S T R E E T ) AN E ( P R I V A T E S T R E E T ) 5 STA. 10+00.00 N: 16511.02 E: 13494.84 BEGIN WATERLINE LOOP 8" X 8" CROSS 8" GATE VALVES (N,W,S) STA: 23+97.16 STA: 11+21.95 N: 16632.97 E: 13495.45 8" 90° BEND W/T.B. STA: 20+07.47 N: 17093.83 E: 13763.00 8" X 6" SWIVEL TEE W/T.B. 6" GATE VALVE (W) STA: 11+71.45 N: 16633.21 E: 13445.95 8" 90° BEND W/T.B. STA: 16+63.16 N: 17124.92 E: 13448.39 8" 90° BEND W/T.B. 8" GATE VALVE (S) STA: 19+77.89 N: 17123.42 E: 13763.11 8" 90° BEND W/T.B. 8' GATE VALVE (W) STA: 14+06.74 N: 16868.50 E: 13447.12 8" X 8" CROSS 8" GATE VALVES (N,W,S) STA: 34+55.03 N: 16511.02 E: 13494.84 END ALIGNMENT LOOP STA: 12+43.95 N: 16705.71 E: 13446.32 8" X 8" TEE W/T.B. 8" GATE VALVES (N,E) STA: 13+21.22 N: 16782.99 E: 13446.69 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (W) STA: 10+88.22 N: 16599.24 E: 13495.28 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (E) STA: 15+34.63 N: 16996.39 E: 13447.75 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (W) STA: 17+48.31 N: 17124.52 E: 13533.54 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (N) STA: 18+67.40 N: 17123.95 E: 13652.62 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (S) STA. 20+07.47, (34.80' R) F.H. ASSEMBLY BTM. FLANGE EL=4944.33' STA: 10+84.22 N: 16595.24 E: 13495.26 2" WATER SERVICE LINE STA: 13+25.22 N: 16786.99 E: 13446.71 2.5" WATER SERVICE LINE STA: 15+30.63 N: 16992.39 E: 13447.73 2.5" WATER SERVICE LINE STA: 17+52.31 N: 17124.50 E: 13537.54 2.5" WATER SERVICE LINE STA: 18+71.40 N: 17123.93 E: 13656.62 2.5" WATER SERVICE LINE 34+55 11+00 12+00 13+00 14+00 15+00 16+00 17 + 0 0 18 + 0 0 19 + 0 0 20+0021+0022+0023+00 24+0025+00 26+ 0 0 27+ 0 0 34+00 WATER LINE A (1) PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 20+50.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 PROPOSED GROUND @ PIPE CENTERLINE PROPOSED 8" PVC WATER LINE 4.5' MIN. (TYP.) FG = FG = 4 9 3 9 . 5 3 FG = 4 9 4 0 . 0 4 FG = 4 9 4 0 . 2 6 FG = 4 9 4 0 . 2 8 FG = 4 9 4 1 . 0 1 FG = 4 9 4 1 . 5 4 FG = 4 9 4 1 . 7 8 FG = 4 9 4 2 . 1 3 FG = 4 9 4 2 . 2 6 FG = 4 9 4 2 . 6 4 FG = 4 9 4 2 . 9 5 FG = 4 9 4 3 . 4 4 FG = 4 9 4 3 . 8 7 FG = 4 9 4 4 . 7 8 FG = 4 9 4 4 . 8 9 FG = 4 9 4 5 . 4 1 FG = 4 9 4 5 . 3 9 FG = 4 9 4 5 . 4 0 FG = 4 9 4 4 . 9 3 FG = 4 9 4 4 . 4 3 FG = 4 9 4 4 . 8 6 FG = 4 9 4 4 . 0 3 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 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 ST A : 1 0 + 0 0 . 0 0 T. O . P . = 4 9 3 4 . 9 0 ' BE G I N W A T E R L I N E L O O P 8" X 8 " C R O S S GA T E V A L V E S ( N , W , S ) ST A : 1 1 + 2 1 . 9 5 T. O . P . = 4 9 3 5 . 7 0 ' 8" ~ 9 0 ° B E N D W / T . B . ST A : 1 4 + 0 6 . 7 4 T. O . P . = 4 9 3 7 . 6 3 ' 8" X 8 " C R O S S 8" G A T E V A L V E S ( N , W , S ) ST A : 2 0 + 0 7 . 4 7 T. O . P . = 4 9 3 9 . 1 7 ' 8" X 6 " S W I V E L T E E W / T . B . 6" G A T E V A L V E ( W ) ST A : 1 1 + 7 1 . 4 5 T. O . P . = 4 9 3 6 . 0 2 ' 8" ~ 9 0 ° B E N D W / T . B . ST A : 1 6 + 6 3 . 1 6 T. O . P . = 4 9 3 9 . 8 5 ' 8" ~ 9 0 ° B E N D W / T . B . 8" G A T E V A L V E ( S ) ST A : 1 9 + 7 7 . 8 9 T. O . P . = 4 9 3 9 . 3 0 ' 8" ~ 9 0 ° B E N D W / T . B . 8" G A T E V A L V E ( W ) ST A : 1 8 + 6 7 . 4 0 T. O . P . = 4 9 4 0 . 4 8 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 6" G A T E V A L V E ( S ) ST A : 1 7 + 4 8 . 3 1 T. O . P . = 4 9 4 0 . 5 8 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 6" G A T E V A L V E ( N ) ST A : 1 5 + 3 4 . 6 3 T. O . P . = 4 9 3 8 . 6 3 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 6" G A T E V A L V E ( W ) ST A : 1 3 + 2 1 . 2 2 T. O . P . = 4 9 3 7 . 0 1 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 6" G A T E V A L V E ( W ) ST A : 1 2 + 4 3 . 9 5 T. O . P . = 4 9 3 6 . 5 0 ' 8" X 8 " T E E W / T . B . 8" G A T E V A L V E S ( N , E ) ST A : 1 0 + 8 8 . 2 2 T. O . P . = 4 9 3 5 . 4 8 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 6" G A T E V A L V E ( E ) ST A : 1 3 + 7 3 . 7 1 T. O . P . = 4 9 3 7 . 3 5 ' 0. 1 1 ° D E G R E E V E R T I C A L DE F L E C T I O N ST A : 1 7 + 5 1 . 8 6 T. O . P . = 4 9 4 0 . 6 1 ' 0. 4 7 ° D E G R E E V E R T I C A L DE F L E C T I O N ST A : 1 8 + 5 3 . 1 4 T. O . P . = 4 9 4 0 . 6 6 ' 0. 7 4 ° D E G R E E V E R T I C A L DE F L E C T I O N ST A : 1 9 + 5 1 . 6 7 T. O . P . = 4 9 3 9 . 4 1 ' 0. 4 8 ° D E G R E E V E R T I C A L DE F L E C T I O N ST A : 1 8 + 7 1 . 4 0 T. O . P . = 4 9 4 0 . 4 3 ' 2. 5 " W A T E R S E R V I C E L I N E ST A : 1 7 + 5 2 . 3 1 T. O . P . = 4 9 4 0 . 6 1 ' 2. 5 " W A T E R S E R V I C E L I N E ST A : 1 5 + 3 0 . 6 3 T. O . P . = 4 9 3 8 . 7 0 ' 2. 5 " W A T E R S E R V I C E L I N E ST A : 1 3 + 2 5 . 2 2 T. O . P . = 4 9 3 7 . 0 3 ' 2. 5 " W A T E R S E R V I C E L I N E ST A : 1 0 + 8 4 . 2 2 T. O . P . = 4 9 3 5 . 4 5 ' 2" W A T E R S E R V I C E L I N E ST A : 1 2 + 3 1 . 9 5 T. O . P . = 4 9 3 7 . 5 8 ' CR O S S I N G W I T H 6 " P V C RO O F D R A I N L I N E 0.6' ST A : 1 4 + 8 6 . 0 1 T. O . P . = 4 9 4 0 . 9 6 ' CR O S S I N G W I T H 4 " P V C RO O F D R A I N L I N E 2.3' WA T E R P L A N & P R O F I L E S 1" = 40' 1" = 4' 27 WT01 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 7 8 3 4 9 10 6 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 MA T C H L I N E SE E S H E E T W T 0 2 SEE 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. WATER LINE A (2) PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 20+50.00, END STA: 30+50.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 PROPOSED GROUND @ PIPE CENTERLINE PROPOSED 8" PVC WATER LINE 1.5' FG = 4 9 4 4 . 0 3 FG = 4 9 4 3 . 3 8 FG = 4 9 4 2 . 8 9 FG = 4 9 4 2 . 4 0 FG = 4 9 4 1 . 8 9 FG = 4 9 4 1 . 7 0 FG = 4 9 4 1 . 5 0 FG = 4 9 4 1 . 1 3 FG = 4 9 4 0 . 5 9 FG = 4 9 4 0 . 0 0 FG = 4 9 3 9 . 5 9 FG = 4 9 3 9 . 7 4 FG = 4 9 3 9 . 0 9 FG = 4 9 3 8 . 7 1 FG = 4 9 3 9 . 7 6 FG = 4 9 4 0 . 4 8 FG = 4 9 4 0 . 3 3 FG = 4 9 3 9 . 2 9 FG = 4 9 3 8 . 7 7 FG = 4 9 3 8 . 4 6 FG = 4 9 3 7 . 1 1 20+50 21+00 21+50 22+00 22+50 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 4.5' MIN. (TYP.) ST A : 2 5 + 2 8 . 7 5 T. O . P . = 4 9 3 4 . 5 8 ' 8" ~ 4 5 ° B E N D W / T . B . ST A : 2 7 + 2 8 . 7 2 T. O . P . = 4 9 3 3 . 8 1 ' 8" ~ 4 5 ° B E N D W / T . B . ST A : 2 8 + 5 7 . 0 1 IN V . = 4 9 3 2 . 7 6 ' 18 " Ø R C P S T O R M ST A : 2 8 + 4 5 . 2 3 T. O . P . = 4 9 3 3 . 5 1 ' 22 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 2 8 + 8 0 . 2 3 T. O . P . = 4 9 3 3 . 4 2 ' 22 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 2 8 + 7 7 . 5 2 T. O . P . = 4 9 3 0 . 0 1 ' 22 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 2 8 + 6 5 . 0 2 IN V . = 4 9 3 1 . 7 6 ' 24 " Ø R C P S T O R M ST A : 2 7 + 3 8 . 7 2 T. O . P . = 4 9 3 3 . 7 8 ' 8" X 6 " S W I V E L T E E W / T . B . 6" G A T E V A L V E ( W ) ST A : 2 4 + 7 5 . 7 1 T. O . P . = 4 9 3 5 . 1 0 ' 8" ~ 4 5 ° B E N D W / T . B . ST A : 2 3 + 9 7 . 1 6 T. O . P . = 4 9 3 5 . 8 8 ' 8" X 8 " T E E W / T . B . 8" G A T E V A L V E S ( N , S ) ST A : 2 3 + 7 3 . 0 8 T. O . P . = 4 9 3 6 . 1 1 ' 8" X 6 " S W I V E L T E E W / T . B . 6" G A T E V A L V E ( W ) ST A : 2 3 + 2 3 . 4 9 T. O . P . = 4 9 3 6 . 5 8 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 6" G A T E V A L V E ( E ) STA: 25+08.98 INV.= 4929.63' 8" Ø SANITARY SEWER ST A : 2 7 + 4 7 . 5 0 T. O . P . = 4 9 3 3 . 7 6 ' 8" ~ 4 5 ° B E N D W / T . B . ST A : 2 8 + 4 8 . 8 0 T. O . P . = 4 9 3 0 . 0 1 ' 8" 9 0 ° B E N D ( H ) W / T . B . RO L L E D 2 2 . 5 ° ( V ) ST A : 3 0 + 0 0 . 5 9 T. O . P . = 4 9 3 2 . 7 7 ' 8" 9 0 ° B E N D W / T . B . 8" G A T E V A L V E ( N ) ST A : 2 5 + 9 8 . 0 8 T. O . P . = 4 9 3 4 . 1 4 ' 8" 4 5 ° B E N D W / T . B . ST A : 2 6 + 3 8 . 1 4 T. O . P . = 4 9 3 4 . 0 4 ' 8" x 8 " T E E W / T . B . 8" G A T E V A L V E ( W , S ) ST A : 2 2 + 8 1 . 9 4 T. O . P . = 4 9 3 8 . 8 5 ' 0. 2 9 ° D E G R E E V E R T I C A L DE F L E C T I O N ST A : 2 5 + 6 3 . 4 8 T. O . P . = 4 9 3 4 . 2 3 ' 0. 4 2 ° D E G R E E V E R T I C A L DE F L E C T I O N ST A : 2 3 + 1 9 . 4 9 T. O . P . = 4 9 3 6 . 6 2 ' 2. 5 " W A T E R S E R V I C E L I N E ST A : 2 2 + 3 2 . 0 9 T. O . P . = 4 9 3 7 . 4 5 ' 8" X 8 " C R O S S 8" G A T E V A L V E S ( N , W , S ) ST A : 2 1 + 4 1 . 0 2 T. O . P . = 4 9 3 8 . 3 0 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 6" G A T E V A L V E ( E ) ST A : 2 1 + 3 7 . 0 2 T. O . P . = 4 9 3 8 . 3 4 ' 2. 5 " W A T E R S E R V I C E L I N E ST A : 2 1 + 6 6 . 5 1 T. O . P . = 4 9 4 0 . 9 7 ' CR O S S I N G W I T H 4 " P V C RO O F D R A I N L I N E ST A : 2 4 + 0 9 . 1 9 T. O . P . = 4 9 3 8 . 3 3 ' CR O S S I N G W I T H 6 " P V C RO O F D R A I N L I N E ST A : 2 9 + 4 8 . 7 5 T. O . P . = 4 9 3 3 . 0 5 ' 2" W A T E R S E R V I C E L I N E ST A : 2 9 + 8 1 . 6 8 T. O . P . = 4 9 3 6 . 0 0 ' CR O S S I N G W I T H 4 " P V C RO O F D R A I N L I N E ST A : 3 0 + 3 2 . 4 1 IN V . = 4 9 3 4 . 4 3 ' 18 " Ø R C P S T O R M T E E E E E T T T T G G G 4 6 CLUB HOUSE 2 PO T T E R D R I V E ( P R I V A T E S T R E E T ) 5 STA: 23+97.16 N: 16704.15 E: 13761.47 8" X 8" TEE W/T.B. 8" GATE VALVES (N,S) STA: 27+38.72 N: 16390.71 E: 13667.02 8" X 6" TEE W/T.B. 6" GATE VALVES (W) STA: 22+32.09 N: 16869.22 E: 13762.11 8" X 8" CROSS 8" GATE VALVES (N,W,S) STA: 21+37.02 N: 16964.29 E: 13762.49 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (E) STA: 26+38.14 N: 16481.96 E: 13707.70 8" X 8" TEE W/T.B. 8" GATE VALVES (W,S) STA: 23+73.08 N: 16728.23 E: 13761.56 8" X 6" SWIVEL TEE W/T.B. 6" GATE VALVE (W) STA: 25+98.08 N: 16519.14 E: 13722.60 8" 45° BEND W/T.B. STA: 25+28.75 N: 16588.47 E: 13723.28 8" 45° BEND W/T.B. STA: 24+75.71 N: 16625.59 E: 13761.16 8" 45° BEND W/T.B. STA: 27+28.72 N: 16397.87 E: 13674.01 8" 45° BEND W/T.B. STA: 28+45.23 N: 16384.54 E: 13563.15 8" 90° BEND W/T.B.STA: 30+00.59 N: 16229.18 E: 13562.38 8" 90° BEND W/T.B. 8" GATE VALVE (N) STA. 23+73.08, (31.21' R) F.H. ASSEMBLY BTM. FLANGE EL=4941.35' STA. 27+38.72, (13.43' R) F.H. ASSEMBLY BTM. FLANGE EL=4940.10' STA: 27+47.50 N: 16384.44 E: 13660.89 8" 45° BEND W/T.B. STA: 21+41.02 N: 16960.29 E: 13762.47 2.5" WATER SERVICE LINE STA: 23+23.49 N: 16777.82 E: 13761.75 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (E) STA: 23+19.49 N: 16781.81 E: 13761.77 2.5" WATER SERVICE LINE STA: 29+48.75 N: 16281.02 E: 13562.64 2" WATER SERVICE LINE 21+00 22+00 23+00 24+00 25+00 26+ 0 0 27+ 0 0 28 + 0 0 29+00 30+00 WA T E R P L A N & P R O F I L E S 1" = 50' 1" = 5' 28 WT02 0 50'100' SCALE: 1" = 50' 25' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 7 8 3 4 9 10 6 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 MA T C H L I N E SE E S H E E T W T 0 1 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 WT04 FOR PLAN AND PROFILE SEE SHEET WT03 FOR PLAN AND PROFILE MATCHLINE SEE SHEET WT03 SEE SHEET WT04 FOR PLAN AND PROFILE WATER LINE A (3) PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 30+50.00, END STA: 35+00.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG = 4 9 3 7 . 1 1 FG = 4 9 3 8 . 2 9 FG = 4 9 3 8 . 8 5 FG = 4 9 3 9 . 5 3 FG = 4 9 3 9 . 8 7 FG = 4 9 3 9 . 9 2 FG = 4 9 3 9 . 6 6 FG = 4 9 3 9 . 3 1 FG = 4 9 3 9 . 4 3 FG = 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 ST A : 3 1 + 2 1 . 5 3 T. O . P . = 4 9 3 3 . 3 6 ' 8" ~ 9 0 ° B E N D W / T . B . ST A : 3 1 + 3 2 . 5 3 T. O . P . = 4 9 3 3 . 5 2 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 6" G A T E V A L V E ( W ) ST A : 3 1 + 4 2 . 2 9 T. O . P . = 4 9 3 3 . 6 7 ' 8" X 6 " S W I V E L T E E W / T . B . 6" G A T E V A L V E ( E ) ST A : 3 1 + 4 8 . 0 5 T. O . P . = 4 9 3 3 . 7 5 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 8" G A T E V A L V E S ( W ) ST A : 3 2 + 6 6 . 2 7 T. O . P . = 4 9 3 5 . 0 9 ' 8" 9 0 ° B E N D ( H ) W / T . B . 8" G A T E V A L V E ( E ) ST A : 3 3 + 1 8 . 2 7 T. O . P . = 4 9 3 5 . 0 3 ' 8" ~ 9 0 ° B E N D W / T . B . ST A : 3 4 + 5 5 . 0 3 T. O . P . = 4 9 3 4 . 9 0 ' CL O S E W A T E R L I N E L O O P @ 8 " X 8 " C R O S S 8" G A T E V A L V E S ( N , W , S ) ST A : 3 0 + 5 9 . 5 0 T. O . P . = 4 9 3 2 . 4 5 ' 8" ~ 1 1 . 2 5 ° B E N D W / T . B . PROPOSED 8" PVC WATER LINE PROPOSED GROUND @ PIPE CENTERLINE 4.5' MIN. (TYP.) 1.5' ST A : 3 1 + 8 0 . 7 5 IN V . = 4 9 3 3 . 6 7 ' 18 " ∅ R C P S T O R M ST A : 3 1 + 6 8 . 6 6 T. O . P . = 4 9 3 4 . 0 5 ' 22 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 3 1 + 9 3 . 9 4 T. O . P . = 4 9 3 5 . 1 6 ' 22 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 3 1 + 7 0 . 7 5 T. O . P . = 4 9 3 1 . 9 7 ' 22 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 3 1 + 9 0 . 7 5 T. O . P . = 4 9 3 1 . 9 7 ' 22 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 3 1 + 2 7 . 5 2 T. O . P . = 4 9 3 3 . 4 5 ' 2. 5 " W A T E R S E R V I C E L I N E ST A : 3 1 + 5 1 . 0 2 T. O . P . = 4 9 3 3 . 7 9 ' 2. 5 " W A T E R S E R V I C E L I N E E T T T T 910 BE L L A M Y L A N E ( P R I V A T E S T R E E T ) STA: 30+00.59 N: 16229.18 STA: 31+21.53 N: 16229.78 E: 13441.45 8" 90° BEND W/T.B. STA: 32+66.27 N: 16374.51 E: 13442.16 8" 90° BEND W/T.B. 8" GATE VALVE (E) STA: 33+18.27 N: 16374.26 E: 13494.16 8" 90° BEND W/T.B. STA: 34+55.03 N: 16511.02 E: 13494.84 END ALIGNMENT CLOSE WATER LINE LOOP @ 8" X 8" CROSS 8" GATE VALVES (N,W,S) STA: 31+42.29 N: 16250.54 E: 13441.55 8" X 6" SWIVEL TEE W/T.B. 6" GATE VALVE (E) STA: 31+32.53 N: 16240.78 E: 13441.50 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (W) STA. 31+42.29, (15.46' R) F.H. ASSEMBLY BTM. FLANGE EL=4938.98' STA: 31+48.05 N: 16256.30 E: 13441.58 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (W) STA: 31+27.52 N: 16235.77 E: 13441.49 2.5" WATER SERVICE LINE STA: 31+51.02 N: 16259.27 E: 13441.59 2.5" WATER SERVICE LINE 34+55 11+00 29+00 31 + 0 0 32+00 33+00 34+00 E E E T T T G 8 2 5 13+509+50 10+00 11+00 12+00 13+00 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: 10+80.92 N: 16705.31 E: 13527.23 8" X 6" TEE W/T.B. FIRE SERVICE LINE 6" GATE VALVE (N) STA: 10+76.92 N: 16705.33 E: 13523.23 2.5" WATER SERVICE LINE WATERLINE D PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+00.00, END STA: 14+00.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG = FG = 4 9 4 2 . 7 5 FG = 4 9 4 1 . 4 6 FG = 4 9 4 1 . 6 3 FG = 4 9 4 2 . 6 1 FG = 4 9 4 2 . 8 1 FG = 4 9 4 2 . 5 6 FG = 4 9 4 1 . 2 3 FG = 4 9 4 0 . 5 8 FG = 4 9 4 2 . 5 9 FG = 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 LINE 1.5' 1.5' 4.5' MIN. (TYP.) ST A : 1 0 + 0 0 . 0 0 T. O . P . = 4 9 3 6 . 5 0 ' 8" X 8 " T E E W / T . B . 8" G A T E V A L V E S ( N , E ) ST A : 1 0 + 0 5 . 3 7 T. O . P . = 4 9 3 6 . 4 9 ' 8" 4 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 0 + 0 7 . 9 9 T. O . P . = 4 9 3 3 . 8 8 ' 8" 4 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 0 + 2 7 . 9 9 T. O . P . = 4 9 3 3 . 8 8 ' 8" 4 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 0 + 3 0 . 4 3 T. O . P . = 4 9 3 6 . 3 4 ' 8" 4 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 2 + 7 9 . 0 6 T. O . P . = 4 9 3 5 . 8 1 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 2 + 8 2 . 1 5 T. O . P . = 4 9 3 4 . 4 1 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 3 + 0 2 . 1 5 T. O . P . = 4 9 3 4 . 4 1 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 3 + 0 5 . 3 6 T. O . P . = 4 9 3 5 . 8 8 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 0 + 1 7 . 9 9 IN V . = 4 9 3 7 . 0 8 ' 18 " ∅ R C P S T O R M ST A : 1 2 + 9 2 . 1 5 IN V . = 4 9 3 6 . 1 2 ' 18 " ∅ R C P S T O R M ST A : 1 3 + 0 5 . 1 8 TO P = 4 9 3 0 . 8 7 ' 8" ∅ S A N I T A R Y S E W E R ST A : 1 0 + 8 0 . 9 2 T. O . P . = 4 9 3 6 . 2 3 ' 8" X 6 " T E E W / T . B . FI R E S E R V I C E L I N E 8" G A T E V A L V E ( N ) ST A : 1 3 + 1 5 . 1 6 T. O . P . = 4 9 3 5 . 8 8 ' 8" X 8 " T E E W / T . B . 8" G A T E V A L V E S ( N , S ) ST A : 1 0 + 7 6 . 9 2 T. O . P . = 4 9 3 6 . 2 4 ' 2. 5 " W A T E R S E R V I C E L I N E ST A : 1 0 + 6 7 . 2 6 T. O . P . = 4 9 3 9 . 8 1 ' CR O S S I N G W I T H 4 " P V C RO O F D R A I N L I N E ST A : 1 2 + 5 0 . 6 1 T. O . P . = 4 9 3 9 . 1 8 ' CR O S S I N G W I T H 4 " P V C RO O F D R A I N L I N E WA T E R P L A N & P R O F I L E S 1" = 50' 1" = 5' 29 WT03 0 50'100' SCALE: 1" = 50' 25' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 7 8 3 4 9 10 6 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 WT04 FOR PLAN AND PROFILE MATCHLINE SEE SHEET WT02 SEE SHEET WT01 FOR PLAN AND PROFILE SEE SHEET WT02 FOR PLAN AND PROFILE T E E E E T T G 8 4 2 POTTER DRIVE (PRIVATE STREET) 5 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=4943.59' 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 15+509+75 10+00 11+00 12+00 13+00 14+00 15+00 WATER LINE B PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 15+25.00 4928 4930 4935 4940 4945 4950 4955 4928 4930 4935 4940 4945 4950 4955 PROPOSED GROUND @ PIPE CENTERLINE FG = 4 9 4 0 . 7 1 FG = 4 9 4 1 . 4 8 FG = 4 9 4 3 . 0 0 FG = 4 9 4 2 . 1 7 FG = 4 9 4 2 . 3 0 FG = 4 9 4 2 . 5 0 FG = 4 9 4 2 . 6 7 FG = 4 9 4 2 . 2 9 FG = 4 9 4 2 . 1 0 FG = 4 9 4 1 . 8 3 FG = 4 9 4 2 . 5 9 FG = 4 9 4 1 . 2 1 FG = 4 9 4 0 . 4 2 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+25 1.5' PROPOSED 8" PVC WATER LINE1.5' 4.5' MIN. (TYP.) ST A : 1 0 + 0 0 . 0 0 T. O . P . = 4 9 3 6 . 3 0 ' RE M O V E 8 " P L U G AN D C O N N E C T T O EX I S T I N G 8 " S T U B ST A : 1 3 + 7 1 . 5 8 T. O . P . = 4 9 3 7 . 6 2 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 3 + 7 4 . 7 9 T. O . P . = 4 9 3 6 . 0 6 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 3 + 9 4 . 7 9 T. O . P . = 4 9 3 6 . 0 6 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 3 + 9 7 . 9 8 T. O . P . = 4 9 3 7 . 5 7 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 3 + 8 4 . 7 9 IN V . = 4 9 3 7 . 7 7 ' 18 " ∅ R C P S T O R M ST A : 1 0 + 9 8 . 6 6 T. O . P . = 4 9 3 6 . 9 8 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 1 + 0 0 . 7 9 T. O . P . = 4 9 3 5 . 9 1 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 1 + 2 0 . 7 9 T. O . P . = 4 9 3 5 . 9 1 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 1 + 2 4 . 4 8 T. O . P . = 4 9 3 7 . 7 3 ' 8" ~ 2 2 . 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 1 + 1 0 . 7 9 IN V . = 4 9 3 7 . 6 2 ' 18 " ∅ R C P S T O R M ST A : 1 3 + 9 7 . 8 6 TO P = 4 9 3 2 . 7 4 ' 8" ∅ S A N I T A R Y S E W E R ST A : 1 0 + 9 2 . 7 9 T. O . P . = 4 9 3 7 . 6 3 ' 8" X 8 " C R O S S 8" G A T E V A L V E S ( N . W . S ) ST A : 1 0 + 7 2 . 0 0 T. O . P . = 4 9 3 7 . 3 4 ' 8" X 6 " S W I V E L T E E W / T . B . FI R E H Y D R A N T L A T E R A L 6" G A T E V A L V E ( S ) ST A : 1 5 + 0 6 . 0 9 T. O . P . = 4 9 3 6 . 6 5 ' RE M O V E 8 " P L U G AN D C O N N E C T T O EX I S T I N G 8 " S T U B ST A : 1 4 + 0 7 . 7 9 T. O . P . = 4 9 3 7 . 4 5 ' 8" X 8 " C R O S S 8" G A T E V A L V E S ( N , W , S ) E E E T T T 8 9 6 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 (N,W) STA: 10+00.00 N: 16511.85 E: 13327.55 REMOVE 8" PLUG AND CONNECT TO EXISTING 8" STUB 14+ 0 0 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" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 14+25.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG = FG = 4 9 3 4 . 8 8 FG = 4 9 3 5 . 1 6 FG = 4 9 3 5 . 3 7 FG = 4 9 3 5 . 6 1 FG = 4 9 3 5 . 9 7 FG = 4 9 3 6 . 1 9 FG = 4 9 3 6 . 3 8 FG = 4 9 3 6 . 5 8 FG = 4 9 3 6 . 7 9 FG = 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 PROPOSED GROUND @ PIPE CENTERLINE 1.5' PROPOSED 8" PVC WATER LINE 4.5' MIN. (TYP.) ST A : 1 0 + 0 0 . 0 0 T. O . P . = 4 9 3 3 . 1 2 ' RE M O V E 8 " P L U G AN D C O N N E C T T O EX I S T I N G 8 " S T U B ST A : 1 1 + 7 2 . 8 7 T. O . P . = 4 9 3 4 . 9 1 ' 8" ~ 4 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 1 + 6 7 . 2 9 T. O . P . = 4 9 3 4 . 8 8 ' 8" X 8 " C R O S S 8" G A T E V A L V E S ( N , W , S ) ST A : 1 1 + 8 4 . 4 8 IN V . = 4 9 3 3 . 4 9 ' 18 " ∅ R C P S T O R M ST A : 1 1 + 7 6 . 0 2 T. O . P . = 4 9 3 1 . 7 8 ' 8" ~ 4 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 3 + 8 5 . 6 2 T. O . P . = 4 9 3 4 . 0 4 ' 8" X 8 " T E E W / T . B . 8" G A T E V A L V E ( W , S ST A : 1 1 + 9 6 . 0 1 T. O . P . = 4 9 3 1 . 7 8 ' 8" ~ 4 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 1 + 9 8 . 7 0 T. O . P . = 4 9 3 4 . 4 6 ' 8" ~ 4 5 ° V E R T I C A L B E N D W / T . B . ST A : 1 3 + 0 9 . 3 7 T. O . P . = 4 9 3 4 . 2 1 ' 8" 2 2 . 5 ° B E N D W / T . B . WA T E R P L A N & P R O F I L E S 1" = 50' 1" = 5' 30 WT04 0 50'100' SCALE: 1" = 50' 25' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION 7 8 3 4 9 10 6 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 WT03 FOR PLAN AND PROFILE STORM A-1 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 16+50.00 4920 4925 4930 4935 4940 4945 4950 4955 PROPOSED GROUND @ PIPE CENTERLINE SD M H A 1 - 1 ( 4 8 " Ø ) ST A 1 0 + 0 7 . 9 1 RI M 4 9 3 9 . 3 ± IN V . I N 4 9 3 2 . 4 5 ( E ) IN V . I N 4 9 3 2 . 4 5 ( N ) IN V . O U T 4 9 3 2 . 4 5 ( S ) 7.88 LF 18" RCP @ 0.65% 83.55 LF 18" RCP @ 0.7 6 % SD M H A - 1 - 3 ( 4 8 " Ø ) ST A 1 3 + 2 8 . 5 1 RI M 4 9 4 1 . 7 ± IN V . I N 4 9 3 4 . 8 6 ( W ) IN V . I N 4 9 3 4 . 8 6 ( E ) IN V . I N 4 9 3 8 . 5 9 ( N ) IN V . O U T 4 9 3 4 . 8 6 ( S ) IN L E T - A - 1 - 4 ( T Y P E 1 3 ) ST A 1 3 + 7 4 . 4 8 RI M 4 9 4 0 . 8 ± IN V . I N 4 9 3 5 . 3 2 ( N ) IN V . I N 4 9 3 6 . 4 3 ( W ) IN V . O U T 4 9 3 5 . 3 1 ( E ) ST A : 1 1 + 4 8 . 3 5 TO P = 4 9 3 1 . 8 1 ' 8" ∅ W A T E R 239.37 LF 18" RCP @ 1 . 0 0 % IN L E T A - 1 - 5 ( T Y P E 1 3 ) ST A 1 6 + 1 3 . 8 4 RI M 4 9 4 2 . 3 ± IN V . I N 4 9 3 9 . 7 4 ( N W ) IN V . I N 4 9 3 9 . 7 4 ( N E ) IN V . O U T 4 9 3 7 . 7 1 ( S ) ST A : 1 3 + 8 8 . 7 8 TO P = 4 9 3 3 . 7 9 ' 8" ∅ W A T E R ST A : 1 5 + 5 1 . 8 1 TO P = 4 9 3 5 . 3 7 ' 8" ∅ W A T E R 45.96 LF 18" RCP @ 1.00% FG = 4 9 3 8 . 5 9 FG = 4 9 3 9 . 1 2 FG = 4 9 3 9 . 1 5 FG = 4 9 3 8 . 7 1 FG = 4 9 3 9 . 3 2 FG = 4 9 3 9 . 6 6 FG = 4 9 3 9 . 9 3 FG = 4 9 4 1 . 0 2 FG = 4 9 4 1 . 3 5 FG = 4 9 4 1 . 0 5 FG = 4 9 4 1 . 3 1 FG = 4 9 4 1 . 5 5 FG = 4 9 4 1 . 8 7 FG = 4 9 4 2 . 1 8 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+00 237.05 LF 18" RCP @ 0. 7 5 % SD I A 1 - 2 ( T Y P E 1 3 ) ST A 1 2 + 4 2 . 2 2 RI M 4 9 3 8 . 7 ± IN V . I N 4 9 3 3 . 0 8 ( N ) IN V . O U T 4 9 3 3 . 0 8 ( S ) 1.5' 1.5' 1.5' 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 = 4 9 3 1 . 0 2 FG = 4 9 3 4 . 0 2 FG = 4 9 3 8 . 5 2 FG = 4 9 3 9 . 2 7 FG = 4 9 3 9 . 7 2 FG = 4 9 3 9 . 7 1 FG = 4 9 3 9 . 1 6 FG = FG = 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 PROPOSED GROUND @ PIPE CENTERLINE 39.02 LF 24" RCP @ 0.30% 151.83 LF 24" RCP @ 0.30% SD M H - A - 2 ( 4 8 " Ø ) ST A 1 2 + 0 3 . 9 6 RI M 4 9 3 9 . 7 ± IN V . I N 4 9 3 1 . 8 0 ( W ) IN V . I N 4 9 3 2 . 3 2 ( S ) IN V . O U T 4 9 3 1 . 8 0 ( E ) SD M H - A - 1 ( 4 8 " Ø ) ST A 1 0 + 5 2 . 1 3 RI M 4 9 3 8 . 6 ± IN V . I N 4 9 3 1 . 3 4 ( W ) IN V . O U T 4 9 3 1 . 3 4 ( S E ) 52.13 LF 24" RCP @ 0.30% FE S - A - 1 ( 2 4 " Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 3 3 . 6 ± IN V . I N 4 9 3 1 . 1 8 ( N W ) ST A : 1 1 + 9 7 . 7 4 TO P = 4 9 3 0 . 0 3 ' 8" ∅ W A T E R ST A : 1 0 + 7 4 . 0 6 IN V . = 4 9 2 8 . 9 5 ' 8" ∅ S A N I T A R Y C R O S S I N G SD M H D - 1 . 1 ( 4 8 " Ø ) ST A 1 2 + 6 4 . 2 6 RI M 4 9 3 9 . 2 ± IN V . I N 4 9 3 2 . 5 9 ( S ) IN V . O U T 4 9 3 2 . 5 2 ( E ) 21.28 LF 18" RCP @ 0.58%1.5' E T G G 6 CLUB HOUSE BELLAMY LANE (PRIVATE STREET) 154°56'9"' STA: 12+88.43 N: 16350.26 E: 13468.88 END ALIGNMENT STA: 9+75.00 N: 16329.52 E: 13772.55 BEGIN ALIGNMENT SDMH A-4 (60") STA 12+42.98 N: 16364.93 E: 13511.90 SDMH A-1 (48"Ø) STA 10+52.13 N: 16362.29 E: 13702.73 FES-A-1 (24"Ø) STA 10+00.00 N: 16340.16 E: 13749.93 52.13 LF 24" RCP @ 0.30% 151.83 LF 24" RCP @ 0.30% 39.02 LF 24" RCP @ 0.30% 12+88 9+ 7 5 10 + 0 0 12+00 SEE SHEET SD02 FOR PLAN & PROFILE SEE THIS SHEET FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILE SDMH A-3 (48'∅) STA 12+03.96 N: 16364.97 E: 13550.92 SDMH D-1.1 (48") STA 12+64.26 N: 16358.11 E: 13491.74 E E E T T T 8 4 9 6 CLUB HOUSE PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 5 INLET-A-1-4 (TYPE 13) STA 13+74.48 N: 16693.62 E: 13464.257.88 LF 18" RCP @ 0.65% 83.55 LF 18" RCP @ 0.76% 45.96 LF 18" RCP @ 1.00% SDMH-A-3 (72"Ø) STA 10+00.03 N: 16364.93 E: 13511.90 SDMH-A-1-1 (48"Ø) STA 10+07.91 N: 16372.81 E: 13511.69 STA: 16+47.69 N: 16966.83 E: 13465.61 END ALIGNMENT STA: 9+75.00 N: 16339.90 E: 13511.88 BEGIN ALIGNMENT INLET A-1-5 (TYPE 13) STA 16+13.84 N: 16932.99 E: 13465.44 239.37 LF 18" RCP @ 1.00% SEE SHEET SD03 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILESEE THIS SHEET FOR PLAN & PROFILE SDI A1-2 (TYPE 13 INLET) STA 12+42.22 N: 16456.35 E: 13512.57 SDMH A-1-3 (48"∅) STA 13+28.51 N: 16693.39 E: 13510.21 16+48 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SDMH A-1-3 (48"∅) STA 13+28.51 N: 16693.39 E: 13510.21 SDMH A-1-3 (48"∅) STA 13+28.51 N: 16693.39 E: 13510.21 ST O R M D R A I N P L A N & P R O F I L E S 1" = 40' 1" = 4' 31 SD01 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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. 6.STORM SEWER ON THE BLOOM 4TH FILING SITE IS PRIVATE 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 ROOF DRAIN SEE SHEET SD06 ROOF DRAIN SEE SHEET SD05 ROOF DRAIN SEE SHEET SD06 ROOF DRAIN SEE SHEET SD05 E E T T T G 9 10 CLUB HOUSE 69.16 LF 18" RCP @ 0.80% 11+86 9+ 7 5 10 + 0 0 11+00 STA: 11+85.61 N: 16268.68 E: 13588.79 BEGIN ALIGNMENT STA: 9+75.00 N: 16383.12 E: 13491.69 END ALIGNMENT 19.61 LF 18" RCP @ 0.50% SDMH D-1.1 (48") STA 10+00.01 N: 16358.11 E: 13491.74 SDMH D-1.4 (60") STA 11+08.51 N: 16268.45 E: 13511.69 SDMH D-1.6 (48") STA 11+43.33 N: 16268.80 E: 13546.51 SDMH D-1.3 (48") STA 10+88.91 N: 16269.21 E: 13492.10 34.82 LF 18" RCP @ 0.50% 19.73 LF 18" RCP @ 2.00% SDMH D-1.2 (48") STA 10+69.17 N: 16288.95 E: 13491.86 SEE SHEET SD04 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD07 SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD07 SEE THIS SHEET FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD06 STORM A-3 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 12+00.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG = 4 9 3 9 . 8 2 FG = 4 9 3 9 . 2 4 FG = 4 9 3 8 . 3 8 FG = 4 9 3 7 . 6 0 FG = 4 9 3 8 . 4 0 FG = ST A : 9 + 9 0 . 2 1 TO P = 4 9 3 3 . 2 3 ' 8" ∅ W A T E R PROPOSED GROUND @ PIPE CENTERLINE SD M H D - 1 . 1 ( 4 8 " ) ST A 1 0 + 0 0 . 0 1 RI M 4 9 3 9 . 2 ± IN V . I N 4 9 3 2 . 5 9 ( S ) IN V . O U T 4 9 3 2 . 5 2 ( E ) 69.16 LF 18" RCP @ 0. 8 0 % 19.73 LF 18" RCP @ 2.00% 19.61 LF 18" RCP @ 0.50% SD M H D - 1 . 4 ( 6 0 " Ø ) ST A 1 0 + 9 4 . 6 3 RI M 4 9 3 7 . 4 ± IN V . I N 4 9 3 3 . 2 6 ( S E ) IN V . I N 4 9 3 2 . 6 5 ( W ) IN V . I N 4 9 3 2 . 6 5 ( E ) IN V . O U T 4 9 3 2 . 3 3 ( N ) SU M P D E P T H = 2 . 0 0 ' SD M H D - 1 . 3 ( 4 8 " ) ST A 1 0 + 8 8 . 9 1 RI M 4 9 3 7 . 9 ± IN V . I N 4 9 3 2 . 7 5 ( N ) IN V . O U T 4 9 3 2 . 7 5 ( E ) 34.82 LF 18" RCP @ 0.50% SD M H D - 1 . 6 ( 4 8 " ) ST A 1 1 + 4 3 . 3 3 RI M 4 9 3 8 . 2 ± IN V . O U T 4 9 3 2 . 8 2 ( W ) SD M H D - 1 . 2 ( 4 8 " ) ST A 1 0 + 6 9 . 1 7 RI M 4 9 3 8 . 1 ± IN V . I N 4 9 3 3 . 1 5 ( W ) IN V . O U T 4 9 3 3 . 1 5 ( S ) IN V . O U T 4 9 3 3 . 1 5 ( N ) E E E T T T G G CLUB HOUSE 22.28 LF 18" RCP @ 1.00% SDI A3-1 (10' TYPE 'R') STA 12+72.10 N: 16248.31 E: 13521.21 9+75 10+00 11+00 12+00 12+50 STA: 9+75.00 N: 16050.07 E: 13618.60 BEGIN ALIGNMENT STA: 12+49.62 N: 16297.48 E: 13500.68 END ALIGNMENT 190.02 LF 15" RCP @ 0.80% SDMH D-1.4 STA 12+74.54 N: 16268.45 E: 13511.69 FES D.1.5.2 STA 11+44.58 N: 16077.89 E: 13605.24 SEE SHEET SD04 FOR PLAN & PROFILE SEE THIS SHEET FOR PLAN & PROFILE ROOF DRAINS SEE SHEET SD07 ROOF DRAINS SEE SHEET SD06 ROOF DRAINS SEE SHEET SD07 SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILE STORM D - OVERFLOW PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 12+75.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG = FG = 4 9 3 4 . 6 9 FG = 4 9 3 4 . 6 6 FG = 4 9 3 4 . 6 6 FG = 4 9 3 4 . 6 9 FG = 4 9 3 4 . 6 6 FG = FG = 9+50 10+00 10+50 11+00 11+50 12+00 12+50 12+75 190.02 LF 15" RCP @ 0 . 8 0 % FE S - D . 1 . 5 . 2 ( 1 5 " Ø ) ST A 1 0 + 0 5 . 8 6 RI M 4 9 3 4 . 6 ± IN V . I N 4 9 3 3 . 0 8 ( N W ) PROPOSED GROUND @ PIPE CENTERLINE SD I A 3 - 1 ( 1 0 ' T Y P E ' R ' ) ST A 1 1 + 9 5 . 7 8 RI M 4 9 3 7 . 4 ± IN V . I N 4 9 3 4 . 6 5 ( E ) IN V . O U T 4 9 3 3 . 4 8 ( N W ) IN V . O U T 4 9 3 5 . 1 5 ( N ) IN V . O U T 4 9 3 4 . 6 0 ( S E ) SD M H D - 1 . 4 ( 6 0 " ) ST A 1 2 + 1 8 . 5 8 RI M 4 9 3 7 . 4 ± IN V . I N 4 9 3 3 . 2 6 ( S E ) IN V . I N 4 9 3 2 . 6 5 ( W ) IN V . I N 4 9 3 2 . 6 5 ( E ) IN V . O U T 4 9 3 2 . 3 3 ( N ) 22.28 LF 18" RCP @ 1.00% ST A : 1 1 + 7 4 . 6 9 T. O . P . = 4 9 3 2 . 7 4 ' 8" ∅ W A T E R 1.5' ST O R M D R A I N P L A N & P R O F I L E S 1" = 40' 1" = 4' 32 SD02 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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. 6.STORM SEWER ON THE BLOOM 4TH FILING SITE IS PRIVATE 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 T T T G 4 2 POTTER DRIVE (PRIVATE STREET) 5 195.60 LF 18" RCP @ 0.50% 23 0 . 9 8 L F 1 8 " R C P @ 0 . 7 5 % 32.61 LF 18" RCP @ 0.50% 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 + 0 0 14 + 0 0 15 + 0 0 SDMH C-1 (48"∅) STA 11+95.60 N: 16692.42 E: 13705.81 SDMH A-1-3 (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 SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD04 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD05 ROOF DRAIN SEE SHEET SD06 ROOF DRAIN SEE SHEET SD05 ROOF DRAIN SEE SHEET SD05 ROOF DRAIN SEE SHEET SD05 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 = 4 9 4 1 . 3 0 FG = 4 9 4 1 . 7 4 FG = 4 9 4 2 . 3 1 FG = 4 9 4 2 . 4 9 FG = 4 9 4 1 . 8 2 FG = 4 9 4 0 . 6 8 FG = 4 9 4 0 . 3 6 FG = 4 9 4 0 . 6 1 FG = 4 9 4 0 . 8 6 FG = 4 9 4 1 . 2 8 FG = 4 9 4 1 . 7 4 FG = 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 ST A : 1 4 + 0 5 . 1 3 TO P = 4 9 3 4 . 2 8 ' 8" ∅ W A T E R 195.60 LF 18" RCP @ 0.50% 32.61 LF 18" RCP @ 0.50% 230.98 LF 18" RCP @ 0. 7 5 % SD M H A - 1 - 3 ( 4 8 " Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 1 . 7 ± IN V . I N 4 9 3 4 . 8 6 ( W ) IN V . I N 4 9 3 4 . 8 6 ( E ) IN V . I N 4 9 3 8 . 5 9 ( N ) IN V . O U T 4 9 3 4 . 8 6 ( S ) D = 6 . 8 8 ' SD M H C - 1 ( 4 8 " Ø ) ST A 1 1 + 9 5 . 6 0 RI M 4 9 4 0 . 8 ± IN V . I N 4 9 3 5 . 8 3 ( S ) IN V . I N 4 9 3 5 . 8 3 ( E ) IN V . I N 4 9 3 8 . 0 8 ( N W ) IN V . O U T 4 9 3 5 . 8 3 ( W ) D = 4 . 9 2 ' IN L E T - C - 2 ( T Y P E 1 3 ) ST A 1 2 + 2 8 . 2 1 RI M 4 9 4 0 . 1 ± IN V . I N 4 9 3 6 . 0 0 ( N ) IN V . I N 4 9 3 7 . 0 0 ( E ) IN V . O U T 4 9 3 6 . 0 0 ( W ) D = 4 . 1 0 ' IN L E T - C - 3 ( T Y P E 1 3 ) ST A 1 4 + 5 9 . 1 1 RI M 4 9 4 1 . 8 ± IN V . I N 4 9 3 9 . 4 3 ( N W ) IN V . I N 4 9 3 9 . 4 3 ( N E ) IN V . O U T 4 9 3 7 . 7 3 ( S ) D = 4 . 0 5 ' ST A : 1 2 + 6 4 . 2 6 TO P = 4 9 3 3 . 1 9 ' 6" ∅ F I R E H Y D R A N T L A T E R A L ST A : 1 2 + 4 0 . 2 8 TO P = 4 9 3 3 . 0 0 ' 8" ∅ W A T E R E T CLUB HOUSE BELLAMY LANE (PRIVATE STREET) SDMH-A-1-1 (48"Ø) STA 10+00.00 N: 16372.81 E: 13511.69 INLET-B-1 (10' TYPE 'R') STA 11+92.00 N: 16372.64 E: 13703.69 STA: 12+16.95 N: 16372.50 E: 13728.64 END ALIGNMENT STA: 9+75.00 N: 16372.88 E: 13486.70 BEGIN ALIGNMENT 12+179+75 10+00 11+00 12+00 SEE SHEET SD02 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD02 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE 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 = 4 9 3 9 . 7 0 FG = 4 9 3 9 . 2 7 FG = 4 9 3 9 . 9 7 FG = 4 9 3 9 . 8 7 FG = 4 9 3 9 . 1 9 FG = 4 9 3 8 . 2 6 FG = 9+75 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED GROUND @ PIPE CENTERLINE 192.00 LF 18" RCP @ 0.60% SD M H - A - 1 - 1 ( 4 8 " Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 3 9 . 3 ± IN V . I N 4 9 3 2 . 4 5 ( E ) IN V . I N 4 9 3 2 . 4 5 ( N ) IN V . O U T 4 9 3 2 . 4 5 ( S ) ST A : 1 0 + 5 4 . 4 8 TO P = 4 9 3 1 . 0 7 ' 8" ∅ W A T E R SD I B - 1 ( 1 0 ' T Y P E ' R ' ) ST A 1 1 + 9 2 . 0 0 RI M 4 9 3 8 . 4 ± IN V . O U T 4 9 3 3 . 6 0 ( W ) 1.5' ST O R M D R A I N P L A N & P R O F I L E S 1" = 40' 1" = 4' 33 SD03 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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. 6.STORM SEWER ON THE BLOOM 4TH FILING SITE IS PRIVATE 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 T T T G 6 2 9+75 10+00 11+00 11+34 98.27 LF 18" RCP @ 0.25% INLET C-1-1 (10' TYPE 'R') STA 10+98.23 N: 16594.15 E: 13705.24 SDMH C-1 (48"∅) STA 9+99.97 N: 16692.42 E: 13705.81 STA: 9+75.00 N: 16717.38 E: 13704.40 BEGIN ALIGNMENT STA: 11+34.46 N: 16557.93 E: 13705.48 END ALIGNMENT SEE SHEET SD03 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD06 ROOF DRAIN SEE SHEET SD06 ROOF DRAIN SEE SHEET SD05 STORM C-1 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 12+00.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG = FG = 4 9 4 0 . 7 7 FG = 4 9 3 9 . 8 5 FG = 4 9 3 9 . 1 5 FG = FG = 9+50 10+00 10+50 11+00 11+50 12+00 SD M H C - 1 ( 4 8 " Ø ) ST A 9 + 9 9 . 9 7 RI M 4 9 4 0 . 8 ± IN V . I N 4 9 3 5 . 8 3 ( S ) IN V . I N 4 9 3 5 . 8 3 ( E ) IN V . I N 4 9 3 8 . 0 8 ( N W ) IN V . O U T 4 9 3 5 . 8 3 ( W ) D = 4 . 9 2 ' IN L E T - C - 1 - 1 ( 1 0 ' T Y P E ' R ' ) ST A 1 0 + 9 8 . 2 3 RI M 4 9 3 9 . 3 ± IN V . I N 4 9 3 7 . 0 8 ( W ) IN V . O U T 4 9 3 6 . 0 8 ( N ) D = 3 . 4 0 ' 98.27 LF 18" RCP @ 0.25% PROPOSED GROUND @ PIPE CENTERLINE STORM D PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+60.00, END STA: 12+72.40 4920 4925 4930 4935 4940 4945 4950 4920 4925 4930 4935 4940 4945 4950 FG = FG = 4 9 3 8 . 1 5 FG = 4 9 3 9 . 3 7 FG = 4 9 3 9 . 0 9 FG = 4 9 3 9 . 2 1 FG = FG = FG = 9+6010+0010+5011+0011+5012+0012+5012+72 SD M H D - 2 . 2 ( 6 0 " Ø ) ST A 1 1 + 6 5 . 0 8 RI M 4 9 3 9 . 3 ± IN V . I N 4 9 3 5 . 6 6 ( W ) IN V . O U T 4 9 3 4 . 8 3 ( N ) D = 4 . 6 8 ' 101.90 LF 18" R C P @ 1 . 0 0 % SD M H D - 2 . 1 ( 6 0 " Ø ) ST A 1 0 + 6 3 . 1 8 RI M 4 9 3 9 . 8 ± IN V . I N 4 9 3 3 . 8 1 ( S ) IN V . I N 4 9 3 4 . 6 4 ( W ) IN V . O U T 4 9 3 3 . 8 1 ( E ) D = 6 . 0 3 ' 63.18 LF 18" R C P @ 1 . 0 4 % ST A : 1 0 + 6 6 . 5 4 T. O . P . = 4 9 3 2 . 1 3 ' 8" ∅ W A T E R 1.5' PROPOSED GROUND @ PIPE CENTERLINE SD M H D - 1 . 2 ( 4 8 " Ø ) ST A 1 2 + 8 6 . 6 3 RI M 4 9 3 8 . 1 ± IN V . I N 4 9 3 3 . 1 5 ( W ) IN V . O U T 4 9 3 3 . 1 5 ( S ) IN V . O U T 4 9 3 3 . 1 5 ( N ) E E T T T G 910 BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 9+ 7 5 10 + 0 0 11+0011+82 SDMH D-2.1 (48") STA 10+63.18 N: 16289.01 E: 13428.69 SDMH D-2.2 (48"Ø) STA 11+65.08 N: 16187.11 E: 13428.02 101.90 LF 18" RCP @ 1.00% 63.18 LF 18" RCP @ 1.04% SDMH D-1.2 (48") STA 12+86.63 N: 16288.95 E: 13491.86 SEE SHEET SD02 FOR PLAN & PROFILE SEE SHEET SD01 FOR PLAN & PROFILE SEE SHEET SD02 FOR PLAN & PROFILE STA: 11+81.92 N: 16170.27 E: 13427.90 END ALIGNMENT STA: 9+75.00 N: 16288.96 E: 13516.86 BEGIN ALIGNMENT ROOF DRAIN SEE SHEET SD07 SEE SHEET SD03 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD06 ROOF DRAIN SEE SHEET SD07 ST O R M D R A I N P L A N & P R O F I L E 1" = 40' 1" = 4' 34 SD04 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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. 6.STORM SEWER ON THE BLOOM 4TH FILING SITE IS PRIVATE 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 T E E 9+75 10+00 11+00 STA: 9+75.00 N: 16911.79 E: 13717.02 BEGIN ALIGNMENT STA: 11+00.00 N: 16968.28 E: 13828.53 END ALIGNMENT SEE SHEET SD03 FOR PLAN & PROFILE 42.63 LF 4" PVC @ 4.62% END ALIGNMENT 4" PLUG STA 10+42.67 N: 16942.37 E: 13777.39 SDI C-3 STA 10+00.03 N: 16923.16 E: 13739.33 ROOF DRAIN SEE THIS SHEET E E T T G G 2 9+7 5 10+ 0 0 10+98 SEE SHEET SD03 FOR PLAN & PROFILE SDI C-3 (1) STA 10+00.00 N: 16692.19 E: 13738.42 6" PLUG STA 10+42.10 N: 16692.05 E: 13780.52 42.10 LF 6" PVC @ 3.53% STA: 9+75.00 N: 16701.13 E: 13715.04 BEGIN ALIGNMENT STA: 10+98.18 N: 16691.77 E: 13836.60 END ALIGNMENT SEE SHEET SD04 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD06 ROOF DRAIN SEE SHEET SD05 4 P O T T E R D R I V E ( P R I V A T E S T R E E T ) 9+75 10+00 11+00 SEE SHEET SD01 FOR PLAN & PROFILE INLET A-1-5 (TYPE 13) STA 9+99.96 N: 16932.99 E: 13465.44 37.53 LF 4" PVC @ 5.85% STA: 9+75.00 N: 16918.44 E: 13445.16 BEGIN ALIGNMENT STA: 11+00.00 N: 16991.56 E: 13546.54 END ALIGNMENT 4" PLUG STA 10+37.49 N: 16954.99 E: 13495.84 ROOF DRAIN SEE SHEET SD06 E E G 1 POT T E R D R I V E ( P R I V A T E S T R E E T ) 9+75 10+00 11+00 SEE SHEET SD03 FOR PLAN & PROFILE 4" PLUG STA 10+63.81 N: 16957.43 E: 13685.54 SDI C-3 STA 10+00.04 N: 16923.16 E: 13739.33 63.77 LF 4" PVC @ 4.08% STA: 11+00.00 N: 16991.56 E: 13546.54 END ALIGNMENT STA: 9+75.00 N: 16909.63 E: 13760.39 BEGIN ALIGNMENT STA: 11+00.00 N: 16976.91 E: 13655.04 END ALIGNMENT ROOF DRAIN SEE THIS SHEET E E T G 8 5 9+ 7 5 10 + 0 0 11+0011+07 SEE SHEET SD01 FOR PLAN & PROFILE SDMH A-1-3 STA 10+00.00 N: 16693.39 E: 13510.21 35.69 LF 4" PVC @ 7.00% STA: 9+75.00 N: 16675.53 E: 13492.72 BEGIN ALIGNMENT STA: 11+07.16 N: 16796.58 E: 13539.14 END ALIGNMENT STA: 10+25.00 4" PLUG STA 10+35.69 N: 16727.76 E: 13519.85 SEE SHEET SD03 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD06 SEE SHEET SD01 FOR PLAN & PROFILE ROOF DRAIN_BUILDING 1 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 8 . 3 8 FG = 4 9 3 8 . 5 1 FG = 4 9 3 8 . 7 9 FG = 4 9 3 9 . 0 0 9+75 10+00 10+50 11+00 SD I C - 3 ST A 1 0 + 0 0 . 0 3 RI M 4 9 4 1 . 8 ± IN V . I N 4 9 3 9 . 4 3 ( N W ) IN V . I N 4 9 3 9 . 4 3 ( N E ) IN V . O U T 4 9 3 7 . 7 3 ( S ) 42.63 LF 4" PVC @ 4.62% 4" P L U G ST A 1 0 + 4 2 . 6 7 IN V . O U T 4 9 4 1 . 4 0 ( S W ) PROPOSED GROUND @ PIPE CENTERLINE ROOF DRAIN_BUILDING 2 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 7 . 4 5 FG = 4 9 3 7 . 5 0 FG = 4 9 3 7 . 7 0 FG = 9+75 10+00 10+50 11+00 SD I C - 3 ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 0 . 1 ± IN V . I N 4 9 3 6 . 0 0 ( N ) IN V . I N 4 9 3 7 . 0 0 ( E ) IN V . O U T 4 9 3 6 . 0 0 ( W ) 42.10 LF 6" PVC @ 3.53% 6" P L U G ST A 1 0 + 4 2 . 1 0 IN V . O U T 4 9 3 8 . 4 9 ( W ) PROPOSED GROUND @ PIPE CENTERLINE ROOF DRAIN_BUILDING 4-1 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 7 . 7 6 FG = 4 9 3 7 . 8 9 FG = 4 9 3 8 . 2 2 FG = 4 9 3 8 . 5 5 9+75 10+00 10+50 11+00 4" P L U G ST A 1 0 + 3 7 . 4 9 IN V . O U T 4 9 4 1 . 9 3 ( S W ) 37.53 LF 4" PVC @ 5.85% IN L E T A - 1 - 5 ( T Y P E 1 3 ) ST A 9 + 9 9 . 9 6 RI M 4 9 4 2 . 3 ± IN V . I N 4 9 3 9 . 7 4 ( N W ) IN V . I N 4 9 3 9 . 7 4 ( N E ) IN V . O U T 4 9 3 7 . 7 1 ( S ) PROPOSED GROUND @ PIPE CENTERLINE ROOF DRAIN_BUILDING 4-2 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 8 . 5 3 FG = 4 9 3 8 . 5 1 FG = 4 9 3 8 . 5 7 FG = 4 9 3 8 . 6 9 9+75 10+00 10+50 11+00 4" P L U G ST A 1 0 + 6 3 . 8 1 IN V . O U T 4 9 4 2 . 0 3 ( S E ) 63.77 LF 4" PVC @ 4.08% SD I C - 3 ST A 1 0 + 0 0 . 0 4 RI M 4 9 4 1 . 8 ± IN V . I N 4 9 3 9 . 4 3 ( N W ) IN V . I N 4 9 3 9 . 4 3 ( N E ) IN V . O U T 4 9 3 7 . 7 3 ( S ) PROPOSED GROUND @ PIPE CENTERLINE ROOF DRAIN_BUILDING 5-1 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+15.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 6 . 5 2 FG = 4 9 3 6 . 6 8 FG = 4 9 3 7 . 0 0 FG = 4 9 3 7 . 3 2 FG = 9+75 10+00 10+50 11+0011+15 4" P L U G ST A 1 0 + 3 5 . 6 9 IN V . O U T 4 9 4 1 . 0 9 ( S ) 35.69 LF 4" PVC @ 7.00% SD M H A - 1 - 3 ( 4 8 " Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 1 . 7 ± IN V . I N 4 9 3 4 . 8 6 ( W ) IN V . I N 4 9 3 4 . 8 6 ( E ) IN V . I N 4 9 3 8 . 5 9 ( N ) IN V . O U T 4 9 3 4 . 8 6 ( S ) PROPOSED GROUND @ PIPE CENTERLINE ST O R M D R A I N P L A N & P R O F I L E 1" = 40' 1" = 4' 35 SD05 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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. 6.STORM SEWER ON THE BLOOM 4TH FILING SITE IS PRIVATE 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 1 4 E E T T T G 6 9+75 10+00 11+00 SDMH C-1 STA 10+00.00 N: 16692.42 E: 13705.81 4" PLUG STA 10+52.22 N: 16734.43 E: 13674.80 STA: 9+75.00 N: 16677.25 E: 13725.68 BEGIN ALIGNMENT STA: 11+00.00 N: 16772.88 E: 13646.42 END ALIGNMENT 52.22 LF 4" PVC @ 5.00% SEE SHEET SD03 FOR PLAN & PROFILESEE SHEET SD04 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD05 T 9+75 10+00 11+00 INLET A-1-5 (TYPE 13) STA 9+99.95 N: 16932.99 E: 13465.44 4" PLUG STA 10+49.58 N: 16964.57 E: 13427.15 STA: 9+75.00 N: 16917.18 E: 13484.74 BEGIN ALIGNMENT STA: 11+00.00 N: 16996.60 E: 13388.22 END ALIGNMENT 49.63 LF 4" PVC @ 3.78% SEE SHEET SD01 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD05 E T 89+75 10+00 11+00 INLET-A-1-4 (TYPE 13) STA 10+00.00 N: 16693.62 E: 13464.25 6" PLUG STA 10+42.15 N: 16693.83 E: 13422.10 STA: 11+00.00 N: 16694.12 E: 13364.25 END ALIGNMENT STA: 9+75.00 N: 16693.50 E: 13489.25 BEGIN ALIGNMENT 42.15 LF 6" PVC @ 3.50% SEE SHEET SD01 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD05 SEE SHEET SD01 FOR PLAN & PROFILE ET T 9 10 BELLA M Y L A N E ( P R I V A T E S T R E E T ) 9+7 5 10+ 0 0 10+80 SDMH D-2.1 (48") STA 10+00.00 N: 16289.01 E: 13428.69 8" PLUG STA 10+14.15 N: 16293.96 E: 13415.42 STA: 9+75.00 N: 16271.97 E: 13446.98 BEGIN ALIGNMENT STA: 10+79.68 N: 16316.87 E: 13354.03 END ALIGNMENT 14.15 LF 8" PVC @ 7.60% SEE SHEET SD01 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD07 SEE SHEET SD02 FOR PLAN & PROFILE SEE SHEET SD04 FOR PLAN & PROFILE ROOF DRAIN_BUILDING 5-2 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 7 . 4 0 FG = 4 9 3 7 . 3 9 FG = 4 9 3 7 . 4 5 FG = 4 9 3 7 . 5 2 9+75 10+00 10+50 11+00 4" P L U G ST A 1 0 + 5 2 . 2 2 IN V . O U T 4 9 4 0 . 6 9 ( S E ) 52.22 LF 4" PVC @ 5.00% SD M H C - 1 ( 4 8 " Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 0 . 8 ± IN V . I N 4 9 3 5 . 8 3 ( S ) IN V . I N 4 9 3 5 . 8 3 ( E ) IN V . I N 4 9 3 8 . 0 8 ( N W ) IN V . O U T 4 9 3 5 . 8 3 ( W ) PROPOSED GROUND @ PIPE CENTERLINE ROOF DRAIN_BUILDING 7 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 7 . 8 6 FG = 4 9 3 7 . 8 9 FG = 4 9 3 8 . 0 2 FG = 4 9 3 8 . 2 7 9+75 10+00 10+50 11+00 4" P L U G ST A 1 0 + 4 9 . 5 8 IN V . O U T 4 9 4 1 . 6 1 ( S E ) 49.63 LF 4" PVC @ 3.78% IN L E T A - 1 - 5 ( T Y P E 1 3 ) ST A 9 + 9 9 . 9 5 RI M 4 9 4 2 . 3 ± IN V . I N 4 9 3 9 . 7 4 ( N W ) IN V . I N 4 9 3 9 . 7 4 ( N E ) IN V . O U T 4 9 3 7 . 7 1 ( S ) PROPOSED GROUND @ PIPE CENTERLINE ROOF DRAIN_BUILDING 8 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 6 . 6 1 FG = 4 9 3 6 . 5 5 FG = 4 9 3 6 . 4 3 FG = 4 9 3 6 . 2 7 9+75 10+00 10+50 11+00 6" P L U G ST A 1 0 + 4 2 . 1 5 IN V . O U T 4 9 3 7 . 9 1 ( E ) 42.15 LF 6" PVC @ 3.50% IN L E T - A - 1 - 4 ( T Y P E 1 3 ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 4 0 . 8 ± IN V . I N 4 9 3 5 . 3 2 ( N ) IN V . I N 4 9 3 6 . 4 3 ( W ) IN V . O U T 4 9 3 5 . 3 1 ( E ) PROPOSED GROUND @ PIPE CENTERLINE ROOF DRAIN_BUILDING 9 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 4 . 3 2 FG = 4 9 3 4 . 3 1 FG = 4 9 3 4 . 1 6 FG = 9+75 10+00 10+50 11+00 8" P L U G ST A 1 0 + 1 4 . 1 5 IN V . O U T 4 9 3 5 . 7 2 ( E ) 14.15 LF 8" PVC @ 7.60% SD M H D - 2 . 1 ( 4 8 " ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 3 9 . 8 ± IN V . I N 4 9 3 3 . 8 1 ( S ) IN V . I N 4 9 3 4 . 6 4 ( W ) IN V . O U T 4 9 3 3 . 8 1 ( E ) PROPOSED GROUND @ PIPE CENTERLINE ROOF DRAIN_BUILDING 6 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 10+50.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = FG = 4 9 3 7 . 0 3 FG = 9+50 10+00 10+50 SD I C - 1 ST A 1 0 + 0 0 . 0 0 RI M 4 9 3 9 . 3 ± IN V . I N 4 9 3 7 . 0 8 ( W ) IN V . O U T 4 9 3 6 . 0 8 ( N ) 12.44 LF 6" PVC @ 4.15% 6" P L U G ST A 1 0 + 1 2 . 4 4 IN V . O U T 4 9 3 7 . 5 9 ( E ) PROPOSED GROUND @ PIPE CENTERLINE E E E T T T 6 ROOF DRAIN SEE THIS SHEET SDI C-1 STA 10+00.00 N: 16594.15 E: 13705.24 9+75 10+00 10+25 STA: 9+75.00 N: 16594.03 E: 13730.23 BEGIN ALIGNMENT STA: 10+25.00 N: 16594.28 E: 13680.24 END ALIGNMENT 12.44 LF 6" PVC @ 4.15% 6" PLUG STA 10+12.44 N: 16594.22 E: 13692.80 SEE SHEET SD03 FOR PLAN & PROFILE SEE SHEET SD04 FOR PLAN & PROFILE SEE SHEET SD03 FOR PLAN & PROFILE ROOF DRAIN SEE SHEET SD05 F O R ST O R M D R A I N P L A N & P R O F I L E 1" = 40' 1" = 4' 36 SD06 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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. 6.STORM SEWER ON THE BLOOM 4TH FILING SITE IS PRIVATE 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 7 5 E E T G CLUB HOUSE 11+009+75 10+00 STA: 11+00.00 N: 16247.78 E: 13621.20 END ALIGNMENT STA: 9+75.00 N: 16248.45 E: 13496.21 BEGIN ALIGNMENT SEE SHEET SD02 FOR PLAN AND PROFILE SEE SHEET SD03 FOR PLAN AND PROFILE SEE SHEET SD01 FOR PLAN AND PROFILE SEE SHEET SD01 FOR PLAN AND PROFILE SEE SHEET SD03 FOR PLAN AND PROFILE SDI A3-1 (10' TYPE 'R') STA 10+00.00 N: 16248.31 E: 13521.21 4" PLUG STA 10+75.91 N: 16247.91 E: 13597.12 75.91 LF 4" PVC @ 2.44% E E T T G 10 9+75 10+00 10+70 SDMH D-2.2 (48"Ø) STA 10+00.00 N: 16187.11 E: 13428.02 8" PLUG STA 10+15.32 N: 16187.18 E: 13412.70 STA: 9+75.00 N: 16186.98 E: 13453.02 BEGIN ALIGNMENT STA: 10+70.43 N: 16187.46 E: 13357.60 END ALIGNMENT 15.32 LF 8" PVC @ 1.33% 1 2 + 5 0 ROOF DRAIN SEE SHEET SD06 SEE SHEET SD04 FOR PLAN & PROFILE SEE SHEET SD02 FOR PLAN & PROFILE ROOF DRAIN_CLUBHOUSE PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 11+00.00 4925 4930 4935 4940 4945 4950 4925 4930 4935 4940 4945 4950 FG = FG = 4 9 3 4 . 6 7 FG = 4 9 3 5 . 0 5 FG = 4 9 3 5 . 3 3 9+50 10+00 10+50 11+00 4" P L U G ST A 1 0 + 7 5 . 9 1 IN V . O U T 4 9 3 6 . 5 0 ( W ) 75.91 LF 4" PVC @ 2.44% PROPOSED GROUND @ PIPE CENTERLINE SD I A 3 - 1 ( 1 0 ' T Y P E ' R ' ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 3 7 . 4 ± IN V . I N 4 9 3 4 . 6 5 ( E ) IN V . O U T 4 9 3 3 . 4 8 ( N W ) IN V . O U T 4 9 3 5 . 1 5 ( N ) IN V . O U T 4 9 3 4 . 6 0 ( S E ) ROOF DRAIN_BUILDING 10 PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+75.00, END STA: 11+00.00 4930 4935 4940 4945 4950 4955 4930 4935 4940 4945 4950 4955 FG = 4 9 3 3 . 9 7 FG = 4 9 3 3 . 7 7 FG = 4 9 3 3 . 4 6 FG = 9+75 10+00 10+50 11+00 8" P L U G ST A 1 0 + 1 5 . 3 2 IN V . O U T 4 9 3 5 . 8 6 ( E ) 15.32 LF 8" PVC @ 1.33% SD M H D - 2 . 2 ( 4 8 " Ø ) ST A 1 0 + 0 0 . 0 0 RI M 4 9 3 9 . 3 ± IN V . I N 4 9 3 5 . 6 6 ( W ) IN V . O U T 4 9 3 4 . 8 3 ( N ) PROPOSED GROUND @ PIPE CENTERLINE ST O R M D R A I N P L A N & P R O F I L E 1" = 40' 1" = 4' 37 SD07 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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. 6.STORM SEWER ON THE BLOOM 4TH FILING SITE IS PRIVATE 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 ℄ ℄ ℄ ((BELLAMY LANE AND POTTER DRIVE) DETACHED SIDEWALK, NO PARKING SECTION (POTTER DRIVE) DIAGONAL PARKING SECTION (BELLAMY LANE) PARALLEL PARKING SECTION MIN 2% 13'13'19.5' DIAGONAL PARKING6'6' 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 1.5' WIDE VERTICAL CURB & GUTTER 19.5' DIAGONAL PARKING 13'13'9' PARALLEL PARKING 5'7.5'9' PARALLEL PARKING7.5'5' 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' MIN 2% 7.5'7.5' MIN 2%MIN 2% 2% 2% MIN 2%MIN 2%MIN 2% 2% MIN 2%MIN 2% 2% MIN 2% 2% 2% PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION TY P I C A L S E C T I O N S N/A N/A 38 TY01 7 8 3 4 9 10 6 CLUB HOUSE 1 2 PO T T E R D R I V E ( P R I V A T E S T R E E T ) BE L L A M Y L A N E ( P R I V A T E S T R E E T ) 5 TR A C T D LO T 4 LO T 1 TRACT B TRACT BTRACT B TR A C T A LO T 2 TR A C T C LO T 3 A A A F F F F A B B A B D D D D D D D D D D D D A A A A A A A A A A A A AA A A A A BC A C A B C A A A D C B C B C D C A D BC F F F F F F F F D 11 8'8'9' 18' TYPICAL PARKING DIMENSIONS SI G N A G E & S T R I P I N G P L A N 1" = 60' N/A 39 SN01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 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 4 5 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 L60 L61L62 L63 L64 L65 L 6 6 L67 L 6 8 L69 L70 L71 L72 L 7 3 L74 L 7 5 L76 L77 L78 L79 L80 L81 L82 L83 L84 L85 C14 C15 C16 C17 C18 C19 STA: 9+75.00 N: 16869.33 E: 13279.57 BEGIN ALIGNMENT STA: 16+13.81 N: 16866.38 E: 13918.38 END ALIGNMENT STA: 17+21.39 N: 16879.42 E: 13909.44 END ALIGNMENT STA: 9+75.00 N: 16882.30 E: 13283.89 BEGIN ALIGNMENT STA: 9+75.00 N: 16856.31 E: 13283.76 BEGIN ALIGNMENT STA: 16+00.60 N: 16853.42 E: 13909.35 END ALIGNMENT STA: 11+47.55 N: 16868.48 E: 13452.12 INTERSECTION STA: 14+47.54 N: 16867.03 E: 13752.10 INTERSECTION STA: 16+12.84 N: 16866.39 E: 13917.41 INTERSECTION GREENSFIELD DR CENTERLINE STA: 9+75.25 N: 16869.33 E: 13279.83 INTERSECTION ARIA WAY CL STA: 11+46.34 N: 16881.67 E: 13414.95 BEGIN INTERSECTION STA: 12+21.57 N: 16881.29 E: 13490.18 END INTERSECTION STA: 15+26.11 N: 16880.18 E: 13714.16 BEGIN INTERSECTION STA: 16+02.12 N: 16879.88 E: 13790.17 END INTERSECTION STA: 14+05.30 N: 16854.18 E: 13714.05 BEGIN INTERSECTION STA: 14+81.30 N: 16853.89 E: 13790.05 END INTERSECTION 16+14 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+219+75 10+00 11+00 12+00 13+00 14+00 1 5 + 0 0 16+00 17+00 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+0016+01 POTTER DRIVE NORTH FLOWLINE PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 17+50.00 4939 4940 4945 4950 4939 4940 4945 4950 FG = FG = 4 9 4 0 . 1 2 FG = 4 9 4 1 . 7 1 FG = 4 9 4 3 . 1 5 FG = 4 9 4 3 . 2 8 FG = 4 9 4 2 . 0 5 FG = 4 9 4 2 . 8 4 FG = 4 9 4 3 . 1 3 FG = 4 9 4 3 . 0 3 FG = 4 9 4 3 . 4 1 FG = 4 9 4 3 . 0 9 FG = 4 9 4 2 . 7 4 FG = 4 9 4 1 . 4 7 FG = 4 9 4 2 . 8 9 FG = 4 9 4 1 . 9 6 FG = 4 9 4 0 . 2 0 FG = 9+50 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 PROPOSED GROUND @ PIPE FLOWLINE 3.50% 3.00% 2.50% 3.00% 2.00%-0.50% -2.70 % 1.50% 2.00% 0.50%-2.00%2.00%-0.64% -2.00% -3.00 % 0.56% 3.10% -3.00 % 35.0' VC PVI STA: 16+07.84 PVI EL: 4943.22 AD: 6.10 K: 5.73 BV C S : 1 5 + 9 0 . 3 4 BV C E : 4 9 4 2 . 6 8 EV C S : 1 6 + 2 5 . 3 4 EV C E : 4 9 4 2 . 6 9 40.0' VC PVI STA: 16+78.46 PVI EL: 4941.10 AD: 1.20 K: 33.25 BV C S : 1 6 + 5 8 . 4 6 BV C E : 4 9 4 1 . 7 0 EV C S : 1 6 + 9 8 . 4 6 EV C E : 4 9 4 0 . 2 6 ST A : 1 1 + 4 6 . 3 4 BE G I N I N T E R S E C T I O N EL E V . = 4 9 4 3 . 3 8 ' ST A : 1 2 + 2 1 . 5 7 EN D I N T E R S E C T I O N EL E V . = 4 9 4 2 . 3 7 ' ST A : 1 5 + 2 6 . 1 1 BE G I N I N T E R S E C T I O N EL E V . = 4 9 4 2 . 1 9 ' ST A : 1 6 + 0 2 . 1 2 EN D I N T E R S E C T I O N EL E V . = 4 9 4 2 . 9 2 ' POTTER DRIVE CENTERLINE PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+25.00, END STA: 16+00.00 4939 4940 4945 4950 4939 4940 4945 4950 FG = FG = FG = 4 9 4 0 . 2 1 FG = 4 9 4 1 . 5 0 FG = 4 9 4 3 . 0 2 FG = 4 9 4 2 . 1 6 FG = 4 9 4 2 . 2 8 FG = 4 9 4 2 . 4 9 FG = 4 9 4 2 . 6 3 FG = 4 9 4 2 . 2 8 FG = 4 9 4 1 . 9 5 FG = 4 9 4 1 . 7 7 FG = 4 9 4 2 . 4 2 FG = 4 9 4 1 . 1 2 FG = 9+25 9+50 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 3.20%-2.55% 1.15% 0.30% 0.50%-0.73% -0.50% -2.00% 2.85% -3.00 % 30.0' VC PVI STA: 11+05.80 PVI EL: 4943.29 AD: 5.75 K: 5.22 BV C S : 1 0 + 9 0 . 8 0 BV C E : 4 9 4 2 . 8 1 EV C S : 1 1 + 2 0 . 8 0 EV C E : 4 9 4 2 . 9 0 20.0' VC PVI STA: 11+89.18 PVI EL: 4942.25 AD: 0.84 K: 23.68 BV C S : 1 1 + 7 9 . 1 8 BV C E : 4 9 4 2 . 1 3 EV C S : 1 1 + 9 9 . 1 8 EV C E : 4 9 4 2 . 2 8 30.0' VC PVI STA: 12+92.50 PVI EL: 4942.70 AD: 1.23 K: 24.39 BV C S : 1 2 + 7 7 . 5 0 BV C E : 4 9 4 2 . 6 2 EV C S : 1 3 + 0 7 . 5 0 EV C E : 4 9 4 2 . 5 9 30.0' VC PVI STA: 14+04.59 PVI EL: 4941.95 AD: 1.50 K: 20.01 BV C S : 1 3 + 8 9 . 5 9 BV C E : 4 9 4 2 . 0 2 EV C S : 1 4 + 1 9 . 5 9 EV C E : 4 9 4 1 . 6 5 60.0' VC PVI STA: 14+90.04 PVI EL: 4942.91 AD: 5.84 K: 10.27 BV C S : 1 4 + 6 0 . 0 4 BV C E : 4 9 4 2 . 0 6 EV C S : 1 5 + 2 0 . 0 4 EV C E : 4 9 4 2 . 0 2 15.0' VC PVI STA: 12+22.44 PVI EL: 4942.35 AD: 0.20 K: 76.70 BC V S : 1 2 + 1 4 . 9 4 BV C E : 4 9 4 2 . 3 3 EC V S : 1 2 + 2 9 . 9 4 EV C E : 4 9 4 2 . 3 9 15.0' VC PVI STA: 13+73.38 PVI EL: 4942.11 AD: 0.23 K: 64.80 BC V S : 1 3 + 6 5 . 8 8 BV C E : 4 9 4 2 . 1 6 EC V S : 1 3 + 8 0 . 8 8 EV C E : 4 9 4 2 . 0 7 ST A : 1 1 + 4 7 . 5 5 EL E V . = 4 9 4 2 . 2 2 ' IN T E R S E C T I O N ST A : 1 4 + 4 7 . 5 4 EL E V . = 4 9 4 1 . 7 0 ' IN T E R S E C T I O N 4' CROSS PAN 4' CROSS PAN POTTER DRIVE SOUTH FLOWLINE PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 16+50.00 4939 4940 4945 4950 4939 4940 4945 4950 FG = FG = 4 9 3 9 . 9 7 FG = 4 9 4 1 . 3 8 FG = 4 9 4 2 . 7 9 FG = 4 9 4 1 . 8 8 FG = 4 9 4 1 . 9 5 FG = 4 9 4 2 . 2 0 FG = 4 9 4 2 . 2 7 FG = 4 9 4 1 . 8 5 FG = 4 9 4 1 . 4 3 FG = 4 9 4 1 . 8 1 FG = 4 9 4 2 . 0 8 FG = 4 9 4 0 . 7 8 FG = FG = 9+50 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 PROPOSED GROUND @ PIPE FLOWLINE 2.50% 3.24%2.00% 0.50%-0.84%-2.59 % -2.53 % 0.40%3.00% -2.25% 0.25% 20.0' VC PVI STA: 14+62.00 PVI EL: 4942.17 AD: 2.75 K: 7.27 BC V S : 1 4 + 5 2 BV C E : 4 9 4 1 . 8 7 EC V S : 1 4 + 7 2 EV C E : 4 9 4 2 . 1 9 10.0' VC PVI STA: 14+93.01 PVI EL: 4942.26 AD: 2.99 K: 3.34 BC V S : 1 4 + 8 8 . 0 1 BV C E : 4 9 4 2 . 2 4 EC V S : 1 4 + 9 8 . 0 1 EV C E : 4 9 4 2 . 1 3 30.0' VC PVI STA: 12+86.35 PVI EL: 4942.38 AD: 1.34 K: 22.45 BC V S : 1 2 + 7 1 . 3 5 BV C E : 4 9 4 2 . 3 1 EC V S : 1 3 + 0 1 . 3 5 EV C E : 4 9 4 2 . 2 6 15.0' VC PVI STA: 11+04.65 PVI EL: 4942.90 AD: 4.25 K: 3.53 BC V S : 1 0 + 9 7 . 1 5 BV C E : 4 9 4 2 . 7 5 EC V S : 1 1 + 1 2 . 1 5 EV C E : 4 9 4 2 . 7 3 10.0' VC PVI STA: 10+83.95 PVI EL: 4942.48 AD: 1.24 K: 8.08 BCVS: 10+78.95 BVCE: 4942.32 ECVS: 10+88.95 EVCE: 4942.58 25.0' VC PVI STA: 10+27.27 PVI EL: 4940.65 AD: 0.74 K: 34.01 BC V S : 1 0 + 1 4 . 7 7 BV C E : 4 9 4 0 . 3 4 EC V S : 1 0 + 3 9 . 7 7 EV C E : 4 9 4 1 . 0 5 ST A : 1 4 + 0 5 . 3 0 BE G I N I N T E R S E C T I O N EL E V . = 4 9 4 1 . 3 9 ' STA: 14+81.30 END INTERSECTION ELEV. = 4942.20' LINE TABLE LINE TABLE CURVE DATA PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) RO A D W A Y P L A N & P R O F I L E S 1" = 40' 1" = 4' 40 RD01 PO T T E R D R I V E 0 40'80' SCALE: 1" = 40' 20' KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION DESIGN AND RECOMMENDATIONS. 3.SEE SHEET ID01 & ID02 FOR DETAILED INTERSECTION GRADING. 4.SEE SHEET GN01 FOR TYPICAL CROSS SECTIONS ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH PROPOSED POTTER DRIVE BELLAMY LANE NORTH FLOWLINE PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 16+75.00 4936 4940 4945 4936 4940 4945 FG = FG = 4 9 3 7 . 9 2 FG = 4 9 3 8 . 5 9 FG = 4 9 3 9 . 2 7 FG = 4 9 3 9 . 9 4 FG = 4 9 3 9 . 7 3 FG = 4 9 3 9 . 5 1 FG = 4 9 3 9 . 8 4 FG = 4 9 3 9 . 9 7 FG = 4 9 3 9 . 6 4 FG = 4 9 3 9 . 7 2 FG = 4 9 3 9 . 2 5 FG = 4 9 3 8 . 2 0 FG = 4 9 3 8 . 1 4 FG = 4 9 3 8 . 5 7 FG = 9+50 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 16+75 PROPOSED GROUND @ PIPE FLOWLINE 1.27% 0.50% 0.50%-0.50% -1.06% 1.96% 1.70%1.20%0.76% 1.35% -0.50% -2.10% -1.55% 20.0' VC PVI STA: 14+64.46 PVI EL: 4940.00 AD: 4.06 K: 4.93 BV C S : 1 4 + 5 4 . 4 6 BV C E : 4 9 3 9 . 8 0 EV C S : 1 4 + 7 4 . 4 6 EV C E : 4 9 3 9 . 7 9 35.0' VC PVI STA: 11+73.13 PVI EL: 4940.15 AD: 2.46 K: 14.24 BV C S : 1 1 + 5 5 . 6 3 BV C E : 4 9 3 9 . 9 9 EV C S : 1 1 + 9 0 . 6 3 EV C E : 4 9 3 9 . 8 7 20.0' VC PVI STA: 14+30.52 PVI EL: 4939.33 AD: 3.02 K: 6.63 BC V S : 1 4 + 2 0 . 5 2 BV C E : 4 9 3 9 . 4 4 EC V S : 1 4 + 4 0 . 5 2 EV C E : 4 9 3 9 . 5 3 ST A : 1 1 + 7 0 . 0 2 BE G I N I N T E R S E C T I O N EL E V . = 4 9 4 0 . 1 2 ' ST A : 1 2 + 4 5 . 3 5 EN D I N T E R S E C T I O N EL E V . = 4 9 3 9 . 4 9 ' ST A : 1 4 + 0 3 . 3 9 BE G I N I N T E R S E C T I O N EL E V . = 4 9 3 9 . 6 2 ' ST A : 1 4 + 8 0 . 0 4 EN D I N T E R S E C T I O N EL E V . = 4 9 3 9 . 6 8 ' BELLAMY LANE CENTERLINE PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+25.00, END STA: 16+20.00 4936 4940 4945 4936 4940 4945 FG = FG = FG = FG = 4 9 3 8 . 3 8 FG = 4 9 3 8 . 9 3 FG = 4 9 3 9 . 4 8 FG = 4 9 3 9 . 2 9 FG = 4 9 3 9 . 3 7 FG = 4 9 3 9 . 5 1 FG = 4 9 3 9 . 3 7 FG = 4 9 3 9 . 1 1 FG = 4 9 3 9 . 2 8 FG = 4 9 3 8 . 4 2 FG = 4 9 3 7 . 6 4 FG = 4 9 3 8 . 5 0 FG = 9+25 9+50 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+20 PROPOSED GROUND @ PIPE CENTERLINE 1.10% -1.40%-2.10% 0.50%-0.66%0.60% 1.70% 35.0' VC PVI STA: 11+70.47 PVI EL: 4939.70 AD: 2.50 K: 14.02 BV C S : 1 1 + 5 2 . 9 7 BV C E : 4 9 3 9 . 5 1 EV C S : 1 1 + 8 7 . 9 7 EV C E : 4 9 3 9 . 4 6 100.0' VC PVI STA: 13+06.77 PVI EL: 4939.66 AD: 1.16 K: 86.15 BV C S : 1 2 + 5 6 . 7 7 BV C E : 4 9 3 9 . 4 1 EV C S : 1 3 + 5 6 . 7 7 EV C E : 4 9 3 9 . 3 3 40.0' VC PVI STA: 14+53.45 PVI EL: 4939.40 AD: 2.70 K: 14.84 BV C S : 1 4 + 3 3 . 4 5 BV C E : 4 9 3 9 . 2 8 EV C S : 1 4 + 7 3 . 4 5 EV C E : 4 9 3 8 . 9 8 30.0' VC PVI STA: 13+97.07 PVI EL: 4939.06 AD: 1.26 K: 23.83 BC V S : 1 3 + 8 2 . 0 7 BV C E : 4 9 3 9 . 1 6 EC V S : 1 4 + 1 2 . 0 7 EV C E : 4 9 3 9 . 1 5 ST A : 1 1 + 9 6 . 8 3 EL E V . = 4 9 3 9 . 3 5 ' IN T E R S E C T I O N ST A : 1 4 + 1 3 . 7 0 EL E V . = 4 9 3 9 . 1 6 ' IN T E R S E C T I O N 4' CROSS PAN 4' CROSS PAN BELLAMY LANE SOUTH FLOWLINE PROFILE SCALE: (H) 1" = 40' (V) 1" = 4' START STA: 9+50.00, END STA: 16+50.00 4936 4940 4945 4936 4940 4945 FG = FG = 4 9 3 7 . 7 6 FG = 4 9 3 8 . 2 5 FG = 4 9 3 8 . 7 4 FG = 4 9 3 9 . 2 3 FG = 4 9 3 9 . 0 1 FG = 4 9 3 9 . 0 6 FG = 4 9 3 9 . 1 4 FG = 4 9 3 8 . 8 9 FG = 4 9 3 8 . 6 4 FG = 4 9 3 8 . 8 4 FG = 4 9 3 7 . 9 5 FG = 4 9 3 7 . 3 8 FG = 4 9 3 8 . 1 6 FG = 9+50 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 PROPOSED GROUND @ PIPE FLOWLINE 0.50%-0.50%1.66% -1.98% 1.20% 2.13%0.98% 40.0' VC PVI STA: 11+77.52 PVI EL: 4939.50 AD: 3.18 K: 12.56 BV C S : 1 1 + 5 7 . 5 2 BV C E : 4 9 3 9 . 3 0 EV C S : 1 1 + 9 7 . 5 2 EV C E : 4 9 3 9 . 0 6 20.0' VC PVI STA: 12+82.27 PVI EL: 4939.22 AD: 1.00 K: 20.00 BV C S : 1 2 + 7 2 . 2 7 BV C E : 4 9 3 9 . 1 7 EV C S : 1 2 + 9 2 . 2 7 EV C E : 4 9 3 9 . 1 7 35.0' VC PVI STA: 14+46.05 PVI EL: 4939.01 AD: 3.64 K: 9.62 BV C S : 1 4 + 2 8 . 5 5 BV C E : 4 9 3 8 . 7 2 EV C S : 1 4 + 6 3 . 5 5 EV C E : 4 9 3 8 . 6 7 40.0' VC PVI STA: 15+81.09 PVI EL: 4937.75 AD: 0.93 K: 42.93 BC V S : 1 5 + 6 1 . 0 9 BV C E : 4 9 3 7 . 5 1 EC V S : 1 6 + 0 1 . 0 9 EV C E : 4 9 3 8 . 1 8 STA: 11+69.92 BEGIN INTERSECTION ELEV. = 4939.36' ST A : 1 2 + 4 5 . 3 5 EN D I N T E R S E C T I O N EL E V . = 4 9 3 9 . 0 4 ' ST A : 1 3 + 6 8 . 0 3 BE G I N I N T E R S E C T I O N EL E V . = 4 9 3 8 . 8 0 ' STA: 14+46.40 END INTERSECTION ELEV. = 4938.85' 9 6 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 C1 C2 L13 L14 L15 L16 L1 7 L18 L19 L20 L21 C3 C4 C5 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L3 2 L33 L34 L35 L36 L3 7 L3 8 L3 9 C6 C7 C8 C9 C10 C11 C12 C13 9+75 10+00 11+00 12+00 13+00 14 + 0 0 15 + 0 0 16+00 16+37 16 + 5 1 9+75 10+00 11+00 12+00 13+00 14+00 15 + 0 0 16+00 9+75 10+00 11+00 12+00 13+00 14 + 0 0 15 + 0 0 1 6 + 0 0 16 + 2 0 STA: 9+75.00 N: 16520.08 E: 13282.09 BEGIN ALIGNMENT STA: 16+50.79 N: 16446.86 E: 13889.76 END ALIGNMENT STA: 9+75.00 N: 16507.10 E: 13277.99 BEGIN ALIGNMENT STA: 16+37.27 N: 16408.75 E: 13916.78 END ALIGNMENT STA: 9+75.00 N: 16494.08 E: 13281.96 BEGIN ALIGNMENT STA: 16+20.36 N: 16370.86 E: 13889.46 END ALIGNMENT STA: 16+36.11 N: 16408.76 E: 13915.61 INTERSECTION GREENSFIELD DR CENTERLINE STA: 9+75.00 N: 16507.10 E: 13277.99 INTERSECTION ARIA WY CENTERLINE STA: 11+96.83 N: 16505.95 E: 13499.82 INTERSECTION STA: 14+13.70 N: 16469.96 E: 13708.28 INTERSECTION STA: 11+70.02 N: 16519.19 E: 13462.56 BEGIN INTERSECTION STA: 12+45.35 N: 16518.81 E: 13537.88 END INTERSECTION STA: 12+45.35 N: 16492.81 E: 13537.75 END INTERSECTION STA: 11+69.92 N: 16493.18 E: 13462.32 BEGIN INTERSECTION STA: 14+03.39 N: 16502.52 E: 13676.87 BEGIN INTERSECTION STA: 14+80.04 N: 16464.97 E: 13743.70 END INTERSECTION STA: 13+68.03 N: 16475.79 E: 13671.36 BEGIN INTERSECTION STA: 14+46.40 N: 16437.40 E: 13739.68 END INTERSECTION CURVE DATALINE TABLE LINE TABLE PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) 0 40'80' SCALE: 1" = 40' 20' BELLAMY LANE RO A D W A Y P L A N & P R O F I L E S 1" = 40' 1" = 4' 41 RD02 BE L L A M Y L A N E KEYMAP NTS LEGEND MAPPING / SITE PROPERTY BOUNDARY RIGHT-OF-WAY LOT LINES CENTER LINE CURB AND GUTTER NOTES 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION DESIGN AND RECOMMENDATIONS. 3.SEE SHEET ID01 & ID02 FOR DETAILED INTERSECTION GRADING. 4.SEE SHEET GN01 FOR TYPICAL CROSS SECTIONS ASPHALT PAVING CONCRETE SIDEWALK GRAVEL PATH PROPOSED PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 42 DT01 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 43 DT02 24"30"5"24"30"5"11"2' WIDE CURB CHASE2' WIDE CURB CUT 2'-6" 6" 1 1/2"R.4 1/2" 2"R. A - Gutter edge may be - tapered or battered. (Typical for all Curb & & Gutter Types) id ?r 4 <• ^4 • •• "'4 <r id4 4 -g -4 -4 INFLOW CURB & GUTTER 1" 6" 6" 12 " 6" 24" 30" 5" 24" 30" 5" 11" 2' WIDE CURB CHASE 2' WIDE CURB CUT 0.67' 4' 1" TYPICAL SECTION 4' VALLEY GUTTER PAN DETAIL 0.5" 2' 1" TYPICAL SECTION 2' VALLEY GUTTER PAN DETAIL PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 44 DT03 SECTION C-C'SECTION B-B' PLAN VIEWTYPE 13 INLET FOR GUTTER TYPE 2 C'B B' C LONGITUDINAL SECTIONPLANCROSS SECTION 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.403401BENDING DIAGRAM402ALL DIMENSIONS ARE OUT-TO-OUT OF REBAR.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"13+74.9815+99.4318+07.4519+95.9818"x 30"24"x 38"18"x 30"15"Ø12"Ø15"Ø12"Ø A'A PLAN VIEWDOUBLE TYPE 13 INLET FOR GUTTER TYPE 2 SECTION A-A' 0.5'2.15'3.54'0.5'0.17'0.16' TYP0.72'TYP2.94'1.54'0.54'3.88'2.48'0.08'4'-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 CONCRETEINLETSTRUCTURE2.75'2.75' 4'402 @ 8" O.C.1'1'YXYX ℄GUTTERLINE CORNERS RELIEVED3/16" TO PREVENTROCKING (TYP) "W"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 LONGITUDINAL SECTION PLAN CROSS SECTION 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. 403401 BENDING DIAGRAM 402 ALL DIMENSIONS ARE OUT-TO-OUT OF REBAR. 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" 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 A'A PLAN VIEW DOUBLE TYPE 13 INLET FOR GUTTER TYPE 2 SECTION A-A' 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' 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 2.75'2.75' 4' 402 @ 8" O.C. 1' 1' Y X Y X ℄GUTTER LINE CORNERS RELIEVED 3/16" TO PREVENT ROCKING (TYP) "W" 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" PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 45 DT04 INLET, TYPE 13 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 46 DT05 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 47 DT06 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 48 DT07 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 49 DT08 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 50 DT09 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 51 DT10 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 52 DT11 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 53 DT12 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 54 DT13 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 55 DT14 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 56 DT15 PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 57 DT16 SDMH D-1.4 DETAIL PLAN SECTION LOW IMPACT DEVELOPMENT CHAMBER SYSTEM 60"Ø SDMH-D-1.4 18" Ø H D P E 24 " Ø H D P E 60"Ø SDMH-A-3 7.06'LOW IMPACT DEVELOPMENT CHAMBER SYSTEM TRASH GRATE 24"Ø HDPE 24" Ø HDPE TRASH GRATE 18" Ø HDPE 18 " Ø H D P E 2-1/4" Ø PVC 18" Ø HDPE 18" Ø HDPE 18" Ø HDPE 18" Ø HDPE 18" Ø HDPE 2' SUMP 48"Ø SDMH-D-1.3 48"Ø SDMH-D-1.2 48"Ø SDMH-D-1.6 SEE DT18 FOR DETAILS SDMH A-4 DETAIL PLAN SECTION LOW IMPACT DEVELOPMENT CHAMBER SYSTEM 1 8 " Ø H D P E 24" Ø HDPE 18" Ø HDPE 72"Ø SDMH-A-4 72"Ø SDMH-A-4 LOW IMPACT DEVELOPMENT CHAMBER SYSTEM TRASH GRATE 9.19' 24"Ø HDPE TRASH GRATE 18" Ø HDPE 2-1/4" Ø PVC 48"Ø SDMH-D-1.1 60"Ø SDMH-A-3 WEIR WALL 24 " Ø H D P E SEE DT18 FOR DETAILS SDMH A-3 DETAIL SECTION 60"Ø SDMH-A-3 HDPE TRASH SCREEN 8' 2-1/4" Ø PVC 3.33' 24" Ø HDPE WEIR WALL SEE DT18 FOR DETAILS PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION CO N S T R U C T I O N D E T A I L S N/A N/A 58 DT17 CO N S T R U C T I O N D E T A I L S N/A N/A 59 DT18 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) MC-3500 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH MC-3500. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. MC-3500 ISOLATOR ROW PLUS DETAIL NTS 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-CORED END CAP PART #: MC3500IEPP24BC OR MC3500IEPP24BW STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER INSPECTION PORT REQUIRED MC-3500 END CAP ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MCFLAMP MC-SERIES END CAP INSERTION DETAIL NTS NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION PART #STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm) MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm) MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs.(60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs.(22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION NTS 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. PART #STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm) MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm) MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs.(60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs.(22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION NTS 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. 2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE OR RECYCLED CONCRETE5 AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 45" (1140 mm) 18" (450 mm) MIN* 8' (2.4 m) MAX 12" (300 mm) MIN77" (1950 mm) 12" (300 mm) MIN 6" (150 mm) MIN DEPTH OF STONE 12" MIN D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). 6" (150 mm) MIN PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-3500 END CAP SUBGRADE SOILS (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. NO COMPACTION REQUIRED. ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PROPOSED UNDERDRAIN PROPOSED INLET PROPOSED INLET PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER PROPOSED LOW IMPACT DEVELOPMENT CHAMBER SYSTEM (LID) T 9+7510+0011+0011+31 FOR LAYOUT PURPOSES N:16271.76 E:13551.23 FOR LAYOUT PURPOSES N:16271.57 E:13493.82 FOR LAYOUT PURPOSES N:16356.33 E:13493.82 FOR LAYOUT PURPOSES N:16356.33 E:13551.23 SDMH D-1.4 INV. IN=4933.26 (SE) INV. IN=4932.65 (W) INV. IN=4932.65 (E) INV. OUT=4932.33 (N) FG=4937.39 MC-3500 STORMTECH CHAMBER 13.03 LF 24" HDPE @ 1.21% SDMH A-4 INV. IN=4932.40 (N) INV. IN=4932.40 (W) INV. OUT=4931.92 (E) INV. OUT=4931.92 (S) FG=4939.11 7.97 LF 24" HDPE @ 2.75% PVC Pipe STORM CHAMBERS PROFILE SCALE: (H) 1" = 10' (V) 1" = 1' START STA: 9+25.00, END STA: 11+50.00 4925 4930 4935 4940 4945 4950 4955 4925 4930 4935 4940 4945 4950 4955 FG = FG = FG = 4 9 3 9 . 1 2 FG = 4 9 3 8 . 2 8 FG = 4 9 3 7 . 8 9 FG = 9+259+5010+0010+5011+0011+50 PROPOSED GROUND @ PIPE CENTERLINE SD M H D - 1 . 4 ST A 1 0 + 9 5 . 0 8 RI M 4 9 3 7 . 4 ± IN V . I N 4 9 3 3 . 2 6 ( S E ) IN V . I N 4 9 3 2 . 6 5 ( W ) IN V . I N 4 9 3 2 . 6 5 ( E ) IN V . O U T 4 9 3 2 . 3 3 ( N ) D = 7 . 0 6 ' SD M H A - 4 ST A 9 + 9 8 . 6 1 RI M 4 9 3 9 . 1 ± IN V . I N 4 9 3 2 . 4 0 ( N ) IN V . I N 4 9 3 2 . 4 0 ( W ) IN V . O U T 4 9 3 1 . 9 2 ( E ) IN V . O U T 4 9 3 1 . 9 2 ( S ) D = 9 . 1 9 ' MC-3500 STORMTECH CHAMBER 13.03 LF 24" HDPE @ 1.21% 7.97 LF 24" HDPE @ 2.75% CO N S T R U C T I O N D E T A I L S N/A N/A 60 DT19 0 40'80' SCALE: 1" = 40' 20' PR E P A R E D F O R : JOB NUMBER SHEET NUMBER SHEETSOF DA T E S U B M I T T E D : Th e e n g i n e e r p r e p a r i n g t h e s e p l a n s w i l l n o t b e r e s p o n s i b l e fo r , o r l i a b l e f o r , u n a u t h o r i z e d c h a n g e s t o o r u s e s o f t h e s e pl a n s . A l l c h a n g e s t o t h e p l a n s m u s t b e i n w r i t i n g a n d mu s t b e a p p r o v e d b y t h e p r e p a r e r o f t h e s e p l a n s . NO . BY DA T E CAUTION RE V I S I O N S : VERTICAL: HORIZONTAL: SCALE 4025 Automation Way Suite B2 Fort Collins, CO 80525 (970) 698-6046 CivilWorxeng.com BL O O M M U L T I - F A M I L Y D E V E L O P M E N T C22026 HA R T F O R D H O M E S 05 / 0 1 / 2 0 2 4 60 PRELIMINARY NOT FOR CONSTRUCTION POTTER DRIVE (PRIVATE STREET) BELLAMY LANE (PRIVATE STREET) ONE-WAY & TWO-WAY CLEANOUT (CO) CONFIGURATION CLEANOUT RISER (TYP.) WYE CONNECTIONS OR TW0-WAY CLEANOUT TEE w/45° BENDS OR APPROVED EQUAL 4" CLEANOUT ADAPTER FITTING WITH THREADED PLUG. 6" MIN. THICK CONC. PAD PROVIDE HEAVY DUTY (HS-20) OR HIGHER RATED CLEANOUT DRAIN COVER SUBMIT SHOP DRAWINGS FOR APPROVAL CONSTRUCT A 12" x 12" CONCRETE COLLAR AROUND THE VALVE BOX AT FINISHED GRADE. PROVIDE EXPANSION JOINT MATERIAL WHEN PLACING PAD IN CONCRETE PAVEMENTS 4-INCH (MIN.) RISER 12" MIN. 6" MI N . FLOW DIRECTION (ADD CAP FOR END OF LINE C.O.) FOR ONE-WAY CLEANOUTS, USE ONE (1) CLEANOUT RISER DIRECTED DOWNSTREAM TO BEND OR FITTING SEWER PLACE UPSTREAM OF 90° BENDS 12" MIN. 12" MIN. TYPICAL UNDERSLAB DRAIN & TRENCH DETAIL FREE DRAINING GRANULAR MATERIAL UNDERSLAB (TYP.) SEE WPWSS SECTION 02190 UNDER SECT. 2.11 AGGREGATE FOR DRAINS - GRADING 'A' OR 'B' OR APPROVED EQUAL (TYP.) GEOTEXTILE FILTER FABRIC ALL SIDES WITH 1' OVERLAP (TYP.) 4-INCH PERFORATED PERIMETER DRAIN 4" EDGE TO EDGE CLEARANCE FROM BASE GEOTEXTILE SOCK WRAP OR APPROVED EQUAL (TYP.) STAINLESS STEEL TO BE USED SEE DT17