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HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 4 - Erosion Control Letter/Report (2) z MONTAVA NON � POT PUMP STATION UTILITY PLANS FOR z it SITUATE IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 8 NORTH, Co Ld w RANGE 68 WEST, OF THE 6TH P.M; CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NOVEMBER 2024 0 LEGEND ABBREVIATIONS INDEX TO PLANS DRAWN ® EXISTING FIRE HYDRANT G( AC-FT ACRE FEET RFB ASSY. ASSEMBLY COVER SHEET 1 CHECKED EXISTING 5' CONT. / ,�s2s` _/ B•0. BLOW OFF JFS ®® .RICHARDS LAKE RD. B.V.C. BEGIN VERTICAL CURVE DESIGNED EXISTING 1' CONT. �s?�, DIA DIAMETER GENERAL NOTES 2 RFB ESMT EASEMENT MM M EXISTING RIGHT-OF-WAY - - E.V.C. END VERTICAL CURVE FILENAME FES FLARED END SECTION 0005_COVER EXISTING CABLE TV TV F.H. FIRE HYDRANT SITE PLAN 3 FL FLOW LINE FIG FINISHED GRADE p,00 L/c EXISTING ELECTRIC —E E GTV GATE VALVE GRADING & EROSION CONTROL PLAN 4-5 p��'••N••• JP�' EXISTING FIBER OPTIC FO H. P E HIGH DENSITY POLYETHYLENE PIPE EXISTING GAS —G G IN INCH UTILITY PLAN 6-9 INV INVERT EXISTING IRRIGATION I I L LEFT L.F. ZEAL FEET � ••'•'•••�G`� EXISTING OVERHEAD ELECTRIC OHE LP LOW POINT STORM PLAN 8c PROFILES 10 S�ONALE ®® EU M.H. MANHOLE EXISTING SANITARY SEWER SS____0_ MIN. MINIMUM MONTAVA IRRIGATION LATERAL 11 -17 MRJ (ABBR) MECHANICALLY RESTRAINED JOINT PROJECT EXISTING STORM DRAIN N.T.S. NOT TO SCALE P.C. POINT OF CURVATURE NON—POT SYSTEM MAP 18 LOCATION EXISTING TELEPHONE —T T P.C.R. POINT OF CURVE RETURN P.I. POINT OF INTERSECTION EXISTING UTILITY PEDESTAL/VAULT FO P.R.C. POINT OF REVERSE CURVE P.T. POINT OF TANGENCY NON—POT PLAN & PROFILES 19 EXISTING WATER W/ VALVE W P.V.C. POLY VINYL CHLORIDE (PIPE) P.V.I. POINT OF VERTICAL INTERSECTION EXISTING EASEMENT PKG PARKING CONSTRUCTION DETAILS 20-25 LLj R RADIUS Z Z PROPOSED EASEMENT - - - - - - - - R.O.W. RIGHT OF WAY O J N SEWER SANITARY SEWER PUMP HOUSE BUILDING 26 PROPOSED RIGHT-OF-WAY S SLOPE w MOUNTAIN VISTA DR I - - STA. STATION VAULT LAYOUT 27 ~ m � PROPOSED 1' CONTOUR ��s2r ST-X STORM SEWER Q T.B. THRUST BLOCK 0 T.O.P. TOP OF PIPE PROPOSED 5 CONTOUR 492s T.R.M. TURF REINFORCEMENT MAT STRUCTURAL PLANS 28-37 (S1 —S10) co PROPOSED FLOW ARROW TYP. TYPICAL z TOP OF FOUNDATION ELEVATION T OF=51.1 3 W/L WATER LINE V.C. VERTICAL CURVE W 0 FINISHED GRADE F.G.=50.63 I.IJ PROPOSED IRRIGATION LINE 0 CD PROPOSED IRRIGATION SERVICE _ O PROPOSED STORM LINE W/MANHOLE (L I.IJ )RL:a--=!W I Z > O O VICINITY MAP INDEMNIFICATION STATEMENT Z C� THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT Q ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING SCALE: 1"=1000' DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR > ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE Q REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE Z ENTITYOF DEVELOPER ENGINEERING & SURVEYING IRRIGATION CONSULTANT ECAL RE QUIRED D DUORINGDDITIONAL THE CONSTRUCTIONS PHASE.ITEMS SHOWN THAT MAY O MONTAVA DEVELOPMENT & TST, INC. CONSULTING ENGINEERS HINES, INC. I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE CONSTRUCTION LLC 748 WHALERS WAY, SUITE 200 SITE WATER ENGINEERING SERVICES PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS 430 N. COLLEGE AVENUE, SUITE 410 FORT COLLINS, CO 80525 323 W. DRAKE RD, SUITE 204 AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY RESPONSIBLE FOR FORT COLLINS, CO 80524 (970) 226-0557 FORT COLLINS, CO 80526 THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS (303) 815-5769 (970) 282-1800 THAT I HAVE NOTED ON THESE PLANS. PROJECT DATUM: NAVD88 BENCHMARK #1 : CITY OF FORT COLLINS VERTICAL CONTROL 36-01 . A 3 J" BRASS CAPPED MONUMENT IN OLD JONATHAN F. SWEET, P.E. MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. 0.5 MILES NORTH OF EAST MOUNTAIN VISTA DR. ON THE 1/4 CORNER MONUMENT. ELEVATION: 5006.60' City of Fort Collins, Colorado UTILITY PLAN APPROVAL BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01 . A 2" ALUMINUM DISK ON THE EAST END OF A APPROVED: HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND 200 City Engineer, A TST, INC. Approved Sheets Date CONSULTING ENGINEERS FEET EAST OF THOREAU DRIVE. 748 Whalers Way ELEVATION: 5026.59" APPROVED: Suite 200 Fort Collins Water&Wastewater Utility, Approved Sheets Date Colorado 80525 Phone: 970.226.0557 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED APPROVED: Joe No. NGVD 29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. BASIS OF BEARING STATEMENT Stormwater Utility, Approved Sheets Date 1230.0005.00 SCALE THE NORTHERN LINE OF THE SOUTHEAST QUARTER OF SECTION APPROVED: � N.T.S. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE 32, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE 6TH Park Planning and Development, Approved Sheets Date DATE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = PRINCIPAL MERIDIAN, BEING MONUMENTED AS SHOWN HEREON APPROVED: NOVEMBER 2024 NAVD88 DATUM — 3.18' IS ASSUMED TO BEAR N89.49'30"W A DISTANCE OF 2639.74 . Traffic Operations, Approved Sheets Date SHEET APPROVED: 1 Of 37 Environmental Planner, Approved Sheets Date A. GENERAL NOTES 26. ALL UTILITY INSTALLATIONS WITHIN OR ACROSS THE ROADBED OF NEW RESIDENTIAL ROADS MUST BE REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA(S) 6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CONSTRUCTION. FOR THE PURPOSES OF THESE REQUIRED FOR IMMEDIATE CONSTRUC11ON OPERATIONS, AND FOR THE SHORTEST PRACTICAL DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR STANDARDS, ANY WORK EXCEPT C/G ABOVE THE SUBGRADE IS CONSIDERED FINAL STAGE WORK. ALL PERIOD OF TIME. PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE LOCAL EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE LARIMER COUNTY URBAN AREA SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS TO REDUCE THE ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 6. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE MOST INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY 7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE LOCAL 27. PORTIONS OF LARIMER COUNTY ARE WITHIN OVERLAY DISTRICTS. THE LARIMER COUNTY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT AND/OR THESE STANDARDS. ENTITY. FLOODPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ADDITIONAL CRITERIA FOR ROADS WITHIN THESE EROSION CONTROL BMPS ARE INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF-WAY SHALL DISTRICTS. REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) 8. LATEX PAINT APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD 2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. zo STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 28. ALL ROAD CONSTRUC110N IN AREAS DESIGNATED AS WILD FIRE HAZARD AREAS SHALL BE DONE IN ETC.) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE CITY OF FT COWNS. ­ ACCORDANCE WITH THE CONSTRUCTION CRITERIA AS ESTABLISHED IN THE WILD FIRE HAZARD AREA 9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR z Fr 3. THESE PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FOR A PERIOD OF THREE YEARS MITIGATION REGULATIONS IN FORCE AT THE TIME OF FINAL PLAT APPROVAL. 7. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION MARKINGS. cc„ FROM THE DATE OF APPROVAL BY THE LOCAL EN11TY ENGINEER. USE OF THESE PLANS AFTER THE CONTROL MEASURES SHALL. 5 o EXPIRATION DATE WILL REQUIRE A NEW REVIEW AND APPROVAL PROCESS BY THE LOCAL ENTITY PRIOR 29. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE LOCAL a. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AND AFTER 10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE w TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. ENTITY FORESTER TO SCHEDULE A SITE INSPECTION FOR ANY TREE REMOVAL REQUIRING A PERMIT. EACH SIGNIFICANT STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE STANDARDS. THE CONTINUED PERFORMANCE OF THEIR 4. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES 30. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED INTENDED FUNCTION. 11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE HEREBY AFFIRM RESPONSIBILITY TO THE LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEERS WORK, TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA b. REMAIN IN PLACE UNTIL SUCH TIME AS ALL THE SURROUNDING DISTURBED PERFORMED BY THE LOCAL ENTITY ENGINEER. ALL DISCREPANCIES IDENTIFIED FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE PUBLICATION 2226, EXCAVATING AND TRENCHING. AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL CONTROL INSPECTOR. PERIOD WILL BEGIN. SUCH RESPONSIBILITY. FURTHER, TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO 31. THE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH c. BE REMOVED AFTER THE SITE HAS BEEN SUFFICIENTLY STABILIZED AS HOLD HARMLESS AND INDEMNIFY THE LOCAL ENTITY, AND ITS OFFICERS AND EMPLOYEES, FROM AND MUTCD, TO THE APPROPRIATE RIGHT-OF-WAY AUTHORITY. (LOCAL ENTITY, COUNTY OR STATE), FOR DETERMINED BY THE EROSION CONTROL INSPECTOR. 12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND AGAINST ALL LIABILITIES, CLAIMS, AND DEMANDS WHICH MAY ARISE FROM ANY ERRORS AND APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. THE PROTECTING ALL UNDERGROUND UTILITIES. Lj OMISSIONS CONTAINED IN THESE PLANS. DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE 8. WHEN TEMPORARY EROSION CONTROL MEASURES ARE REMOVED, THE DEVELOPER SHALL BE o REQUIRED BY THE CONSTRUCTION ACTIVITIES. RESPONSIBLE FOR THE CLEAN UP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM ALL 13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCA11ON TO ENSURE AN UNOBSTRUCTED VIEW 5. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND DRAINAGE INFRASTRUCTURE AND OTHER PUBLIC FACILITIES. OF EACH SIGN. OTHER 'DRY"UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND 32. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION THAT WILL AFFECT TRAFFIC SIGNS OF ANY m SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL EN11TY ENGINEER. TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT, WHO WILL 9. THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUC110N MATERIALS 14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TEMPORARILY REMOVE OR RELOCATE THE SIGN AT NO COST TO THE CONTRACTOR; HOWEVER, IF THE INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS OF TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY DRAWN 6. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE CONTRACTOR MOVES THE TRAFFIC SIGN THEN THE CONTRACTOR WILL BE CHARGED FOR THE LABOR, WAY, AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF RFB APPROXIMATE WHEN SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER MATERIALS AND EQUIPMENT TO REINSTALL THE SIGN AS NEEDED. THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE 10. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S CHECKED WORK BEFORE COMMENCING NEW CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR 33. THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR THE INITIAL INSTALLATION OF TRAFFIC SIGNING REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE JFS UNKNOWN UNDERGROUND UTILITIES. AND STRIPING FOR THE DEVELOPMENT RELATED TO THE DEVELOPMENTS LOCAL STREET OPERATIONS. IN INTO ANY WATERS OF THE UNITED STATES. 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC ADDITION, THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FOR TRAFFIC SIGNING AND STRIPING RELATED MARKINGS). DESIGNED 7. THE ENGINEER SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT TO DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 11. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL RFB 1-800-922-1987, AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION OR GRADING, TO HAVE BE PROTECTED FROM SEDIMENT TRANSPORT BY SURFACE ROUGHENING, WATERING, AND 15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER FILENAME ALL REGISTERED UTILITY LOCATIONS MARKED. OTHER UNREGISTERED UTILITY ENTITIES (I.E. DITCH / 34. THERE SHALL BE NO SITE CONSTRUCTION ACTIVITIES ON SATURDAYS, UNLESS SPECIFICALLY PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. 0005_COVER IRRIGATION COMPANY) ARE TO BE LOCATED BY CONTACTING THE RESPECTIVE REPRESENTATIVE. UTILITY APPROVED BY THE LOCAL ENTITY ENGINEER, AND NO SITE CONSTRUCTION ACTIVITIES ON SUNDAYS OR SEEDED AND MULCHED. SERVICE LATERALS ARE ALSO TO BE LOCATED PRIOR TO BEGINNING EXCAVATION OR GRADING. IT SHALL BE THE HOLIDAYS, UNLESS THERE IS PRIOR WRITTEN APPROVAL BY THE LOCAL ENTITY. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ANCHORS, POSTS, SIGNS AND/OR RESPONSIBILITY OF THE DEVELOPER TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE 12. THE STORMWATER VOLUME CAPACITY OF DETENTION PONDS WILL BE RESTORED AND DELINEATORS IN CONSTRUCTION AREA. CONTRACTOR MAY KEEP THE SIGNS, OR CALL PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 35. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE STORM SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE THE CITY TRAFFIC DIVISION TO HAVE THEM REMOVED. �p,DO L/c COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE TURNING THE MAINTENANCE OVER TO THE CITY OF FT COLLINS OR HOMEOWNERS ASSOCIATION •''•••' 8. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROTECTING ALL U11UTIES DURING CONSTRUCTION AND PROVIDED, INSTALLED, OR CONSTRUCTED, UNLESS SPECIFICALLY NOTED OTHERWISE. (HOA). 17. NO 'RESET"ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS WILL BE ACCEPTED. FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. 36. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (CDPS) REQUIREMENTS 18. ALL ANCHORS, POSTS, SIGNS, AND/OR DELINEATORS SHALL BE NEW AND BE CONSISTENT 9. IF A CONFLICT EXISTS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR A DESIGN PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE MAKE IT UNLAWFUL TO DISCHARGE OR ALLOW THE DISCHARGE OF ANY POLLUTANT OR WITH THE LCUASS CRITERIA. ��O G • MODIFICATION IS REQUIRED, THE DEVELOPER SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. CONTAMINATED WATER FROM CONSTRUCTION SITES. POLLUTANTS INCLUDE, BUT ARE NOT LIMITED LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-6 Q FOB •� <v DESIGN. DESIGN MODIFICATION(S) MUST BE APPROVED BY THE LOCAL ENTITY PRIOR TO BEGINNING TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT, CHEMICALS, OIL AND GAS ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS �O� •....••�•G� CONSTRUCTION. 37. THE DEVELOPER SHALL HAVE, ONSITE AT ALL TIMES, ONE (1) SIGNED COPY OF THE APPROVED PRODUCTS, LITTER, AND SANITARY WASTE. THE DEVELOPER SHALL AT ALL 11MES TAKE WHATEVER s/oNA�E� PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF E STORM DRAINAGE NOTES 10. THE DEVELOPER SHALL COORDINATE AND COOPERATE WITH THE LOCAL ENTITY, AND ALL UTILITY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB. POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND COMPANIES INVOLVED, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH FEDERAL REGULATIONS. 1. THE CITY OF FORT COLLINS SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF A MINIMUM DISRUPTION OF SERVICE. THE DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING, IN 38. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ADVANCE, ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE DEVELOPER SHALL CONTACT 14. A DESIGNATED AREA SHALL BE PROVIDED ON SITE FOR CONCRETE TRUCK CHUTE WASHOUT. ONSITE DRAINAGE FACILITIES SHALL BE THE RESPONSIBILITY OF THE PROPERTY COMPANIES. THE DESIGNER AND THE LOCAL ENTITY ENGINEER IMMEDIATELY. THE AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT OWNER(S). LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTION. UPON 11. NO WORK MAY COMMENCE WITHIN ANY PUBLIC STORM WATER, SANITARY SEWER OR POTABLE 39. THE DEVELOPER SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF COMPLETION OF CONSTRUCTION ACTIVITIES THE CONCRETE WASHOUT MATERIAL WILL BE 2. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY "MONTAVA PHASE E OFFSITE WATER SYSTEM UNTIL THE DEVELOPER NOTIFIES THE UTILITY PROVIDER. NOTIFICATION SHALL BE A RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE LOCAL EN11TYS REMOVED AND PROPERLY DISPOSED OF PRIOR TO THE AREA BEING RESTORED. STORM INFRASTRUCTURE" BY MARTIN/MARTIN CONSULTING ENGINEERS SHALL BE FOLLOWED MINIMUM OF 2 WORKING DAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE INSPECTOR AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTOR(S) SHALL SUBMIT RECORD AND IMPLEMENTED. WATER UTILITY PROVIDER, A PRE-CONSTRUCTION MEETING MAY BE REQUIRED PRIOR TO DRAWINGS TO THE LOCAL ENTITY ENGINEER. 15. TO ENSURE THAT SEDIMENT DOES NOT MOVE OFF OF INDIVIDUAL LOTS ONE OR MORE OF COMMENCEMENT OF ANY WORK. THE FOLLOWING SEDIMENT/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE 3. PRIOR TO FINAL INSPEC11ON AND ACCEPTANCE BY THE CITY OF FORT COLLINS, 40. THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION SUFFICIENTLY STABILIZED, AS DETERMINED BY THE EROSION CONTROL CERTIFICATION OF THE DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BY 12. THE DEVELOPER SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE OF THE NEAREST SURVEY BENCHMARKS (2) FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INSPECTOR, (FT COLLINS GMA & CITY LIMITS ONLY). SUBMITTED TO AND APPROVED BY THE STORMWATER UTILITY DEPARTMENT. POTENTIAL UTILITY CONFLICTS. IN GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE INFORMATION SHALL BE AS FOLLOWS: (A.) BELOW ALL GUTTER DOWNSPOUTS. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY DEPARTMENT AT CONSTRUCTED PRIOR TO INSTALLATION OF THE WATER LINES AND DRY UTILITIES. BENCHMARKS-LOCAL ENTITY SURVEY. (B.) OUT TO DRAINAGE SWALES. LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE (C.) ALONG LOT PERIMETER. FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BY SUBMITTED O 13. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET PROJECT DATUM: NAVD88 (D.) OTHER LOCATIONS, IF NEEDED. TO THE STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER UTILITY. RELEASE OF ANY BUILDING PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO BENCHMARK #1: CITY OF FORT COLLINS VERTICAL CONTROL 36-01. A 3 J" BRASS CAPPED MONUMENT IN OLD 16. CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 14. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF MONUMENT BOX. ON THE CENTERLINE OF GIDDINGS RD., APPROX. 0.5 MILES NORTH OF EAST MOUNTAIN VISTA DR. SHOWN ON THESE PLANS. THE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED Q DEWATERING IS REQUIRED IN ORDER TO INSTALL UTILITIES OR WATER IS DISCHARGED INTO A STORM ON THE 1/4 CORNER MONUMENT. NECESSARY, AS DIRECTED BY THE CITY OF FT COLLINS. 4. SEE CITY OF FORT COLLINS STORMWATER CRITERIA MANUAL -APPENDIX F SEWER, CHANNEL, IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. ELEVATION: 5006.60' CONSTRUCTION CONTROL MEASURES STANDARD NOTES AND STANDARD EROSION 17. A VEHICLE TRACKING CONTROL PAD SHALL BE INSTALLED WHENEVER IT IS NECESSARY FOR CONTROL NOTES. 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE COLORADO PERMIT FOR BENCHMARK #2: CITY OF FORT COLLINS VERTICAL CONTROL 34-01. A 2" ALUMINUM DISK ON THE EAST END OF A CONSTRUCTION EQUIPMENT INCLUDING BUT NOT LIMITED TO PERSONAL VEHICLES EXITING EXISTING STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL HEADWALL OVER AN IRRIGATION DITCH THAT IS APPROXIMATELY 110 FEET NORTH OF RICHARDS LAKE ROAD AND 200 ROADWAYS. NO EARTHEN MATERIALS, I.E., STONE, DIRT, ETC., SHALL BE PLACED IN THE CURB & GUTTER F. WATEMNE NOTE DIVISION, (303) 692-3590), THE STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL FEET EAST OF THOREAU DRIVE. OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILE(S), STAGING AREA(S), CONSTRUCTION PLAN. ELEVATION: 5026.59' MATERIAL(S), CONCRETE WASHOUT AREA(S) AND/OR BUILDING SITE(S). 1. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS W 5.5 FEET UNLESS OTHERWISE NOTED IN THE PLANS AND APPROVED BY THE WATER 16. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED C,L STREET IMPROVEMENTS NOTES UTILITY. O FACILITIES LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ONSITE DRAINAGE FACILITIES SHALL BE NGVD 29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. THE RESPONSIBILITY OF THE PROPERTY OWNER(S). 1. ALL STREET CONSTRUC11ON IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS AS WELL IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE AS THE STREET IMPROVEMENTS NOTES LISTED HERE. 17. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY THE LOCAL ENTITY, CERTIFICATION OF THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) _ DRAINAGE FACILITIES, BY A REGISTERED ENGINEER, MUST BE SUBMITTED TO AND APPROVED BY THE NAVD88 DATUM - 3.18' 2. A PAVING SECTION DESIGN, SIGNED AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO STORMWATER UTILITY DEPARTMENT. CERTIFICATION SHALL BE SUBMITTED TO THE STORMWATER UTILITY THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL DEPTH O DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF A CERTIFICATE OF OCCUPANCY FOR SINGLE ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN 8 INCHES OF ASPHALT). THE JOB MIX SHALL Q FAMILY UNITS. FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO THE 41. ALL STATIONING IS BASED ON CENTERLINE OF ROADWAYS UNLESS OTHERWISE NOTED. BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT OF ANY ASPHALT. ' STORMWATER UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING 3. WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT, A MINIMUM Z W PERMITS IN EXCESS OF THOSE ALLOWED PRIOR TO CERTIFICATION PER THE DEVELOPMENT AGREEMENT. 42. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS EXISTING DISTANCE OF 12 INCHES FROM THE EXISTING EDGE, TO CREATE A CLEAN CONSTRUCTION JOINT. THE DEVELOPER FENCES, TREES, STREETS, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND SHALL BE REQUIRED TO REMOVE EXISTING PAVEMENT TO A DISTANCE WHERE A CLEAN CONSTRUCTION JOINT CAN O Z 18. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE MADE. WHEEL CUTS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE LOCAL ENTITY ENGINEER IN FORT 0 z DEVELOPMENT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM GROUNDWATER FLOODING, BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE, UNLESS OTHERWISE COLLINS. STRUCTURAL DAMAGE OR OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED INDICATED ON THESE PLANS, PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR AS A RESULT OF THE LOCAL ENTITY FAILURE TO PROPERLY MAINTAIN ITS WATER, WASTEWATER, AND/OR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 4. STREET SUBGRADES SHALL BE SCARIFIED THE TOP 12 INCHES AND RE-COMPACTED PRIOR TO SUBBASE STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. INSTALLATION. NO BASE MATERIAL SHALL BE LAID UNTIL THE SUBGRADE HAS BEEN INSPECTED AND APPROVED BY 43. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION THE LOCAL ENTITY ENGINEER. 19. ALL RECOMMENDATIONS OF THE FINAL DRAINAGE AND EROSION CONTROL STUDY "MONTAVA PHASE E OFFSITE EQUAL TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE 5. VALVE BOXES AND MANHOLES ARE TO BE BROUGHT UP TO GRADE AT THE 11ME OF PAVEMENT PLACEMENT OR Q STORM INFRASTRUCTURE" BY MARTIN/MARTIN CONSULTING ENGINEERS SHALL BE FOLLOWED AND IMPLEMENTED. DOCUMENTED BY THE LOCAL ENTITY CONSTRUCTION INSPECTOR BEFORE ANY CUTS ARE MADE. OVERLAY. VALVE BOX ADJUSTING RINGS ARE NOT ALLOWED. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE LOCAL ENTITY STREET REPAIR STANDARDS. THE 20. TEMPORARY EROSION CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AS SHOWN ON THE FINISHED PATCH SHALL BLEND IN SMOOTHLY INTO THE EXISTING SURFACE. ALL LARGE PATCHES SHALL BE 6. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDI1ION EQUAL TO EROSION CONTROL PLAN. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY PAVED WITH AN ASPHALT LAY-DOWN MACHINE. IN STREETS WHERE MORE THAN ONE CUT IS MADE, AN OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE THE DEVELOPER, UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS IS STABILIZED WITH HARD SURFACE OVERLAY OF THE ENTIRE STREET WIDTH, INCLUDING THE PATCHED AREA, MAY BE REQUIRED. THE INSPECTOR BEFORE ANY CUTS ARE MADE. CUTTING AND PATCHING SHALL BE DONE IN CONFORMANCE WITH O OR LANDSCAPING. DETERMINATION OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY ENGINEER CHAPTER 25, RECONSTRUCTION AND REPAIR. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE EXISTING OR THE LOCAL ENTITY INSPECTOR AT THE TIME THE CUTS ARE MADE. SURFACE. THE DETERMINA11ON OF NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY THE LOCAL ENTITY AND/OR ENGINEER. ALL OVERLAY WORK SHALL BE COORDINATED WITH ADJACENT LANDOWNERS SUCH THAT FUTURE 21. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED PROJECTS DO NOT CUT THE NEW ASPHALT OVERLAY WORK. ONTO THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS 44. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION 01 BY AN APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND 7. ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH THESE PLANS OR AS OTHERWISE SPECIFIED IN v LOADER, ETC.) OR AS APPROVED BY THE LOCAL ENTITY STREET INSPECTOR. CONDITION AS REQUIRED BY THESE PLANS. M.U.T.C.D. (INCLUDING COLORADO SUPPLEMENT) AND AS PER THE RIGHT-OF-WAY WORK PERMIT TRAFFIC CONTROL PLAN. w 22. NO WORK MAY COMMENCE WITHIN ANY IMPROVED OR UNIMPROVED PUBLIC RIGHT-OF-WAY 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AND AT ALL 'T" w UNTIL ARIGHT-OF-WAY PERMIT OR DEVELOPMENT CONSTRUCTION PERMIT IS OBTAINED, IF INTERSECTIONS. 8. THE DEVELOPER IS REQUIRED TO PERFORM A GUTTER WATER FLOW TEST IN THE PRESENCE OF THE LOCAL ENTITY O INSPECTOR AND PRIOR TO INSTALLATION OF ASPHALT. GUTTERS THAT HOLD MORE THAN 9 INCH DEEP OR 5 FEET APPLICABLE. 46. AFTER ACCEPTANCE BY THE LOCAL ENTITY, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS LONGITUDINALLY, OF WATER, SHALL BE COMPLETELY REMOVED AND RECONSTRUCTED TO DRAIN PROPERLY. 0 23. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR ALL SHALL BE GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM 9. PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE STREET AND AFTER MOISTURE/DENSITY TESTS HAVE o APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL NOTIFY PERIOD OF TWO YEARS FROM THE DATE OF ACCEPTANCE. BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTION IS PROPOSED) OR ON THE SUBGRADE / THE LOCAL ENTITY ENGINEERING INSPECTOR (FORT COLLINS - 221-6605) AND THE LOCAL ENTITY AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL "PROOF ROLL" WILL BE EROSION CONTROL INSPECTOR (FORT COLLINS -221-6700) AT LEAST 2 WORKING DAYS PRIOR TO THE 47. THE LOCAL ENTITY SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ROADWAY AND REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY LOADED VEHICLE o START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE HAVING A TOTAL GVW OF NOT LESS THAN 50,000 LBS. AND A SINGLE AXLE WEIGHT OF AT LEAST 18,000 LBS. EL IF THE LOCAL ENTITY ENGINEER IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY FOLLOWING PRIVATE STREETS: N/A WITH PNEUMATIC TIRES INFLATED TO NOT LESS THAT 90 P.S.I.G. 'PROOF ROLL" VEHICLES SHALL NOT TRAVEL AT 0 HAS BEEN PROVIDED, THE DEVELOPER MAY COMMENCE WORK IN THE ENGINEER ABSENCE. SPEEDS GREATER THAN 3 M.P.H. ANY PORTION OF THE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE HOWEVER, THE LOCAL ENTITY RESERVES THE RIGHT NOT TO ACCEPT THE IMPROVEMENT IF SUBSEQUENT 48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: N/A PUMPING OR DEFORMATION, AS DETERMINED BY THE LOCAL ENTITY ENGINEER, SHALL BE REWORKED, REPLACED OR TESTING REVEALS AN IMPROPER INSTALLATION. OTHERWISE MODIFIED TO FORM A SMOOTH, NON-YIELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE o NOTIFIED AT LEAST 24 HOURS PRIOR TO THE 'PROOF ROLL." ALL 'PROOF ROLLS" SHALL BE PREFORMED IN THE Z 24. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING SOILS TESTS WITHIN THE PUBLIC RIGHT OF-WAY AFTER BL STANDARD ORADINO AND EROSION AND SEDIMENT OONTROL NOTES PRESENCE OF AN INSPECTOR. RIGHT OF WAY GRADING AND ALL UTILITY TRENCH WORK IS COMPLETE AND PRIOR TO THE 0:1 U PLACEMENT OF CURB, GUTTER, SIDEWALK AND PAVEMENT. IF THE FINAL SOILS/PAVEMENT DESIGN 1. THE EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS Q TRAFFIK' $IQNINO AND PAVEMENT MARIaNO NOTES INC. REPORT DOES NOT CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE PRIOR TO ANY CONSTRUCTION ON THIS SITE. TST, DEVELOPER SHALL BE RESPONSIBLE FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION OR, THE 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET CONSULTING ENGINEERS DEVELOPER MAY USE THE LOCAL ENTITYS DEFAULT PAVEMENT THICKNESS SECTION(S). REGARDLESS 2. THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION 7 Whalers Way OF THE OPTION USED, ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED ACCEPTED PLANS. NOTES LISTED HERE. Suite 200 Fort Collins % PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE INSPECTOR A MINIMUM OF Colorado 80525 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT. PLACEMENT OF CURB, GUTTER, 3. ALL REQUIRED PERIMETER SILT AND CONSTRUCTION FENCING SHALL BE INSTALLED PRIOR TO Phone: 970.226.0557 � 2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL .v SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL THE LOCAL ENTITY ENGINEER APPROVES THE ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OTHER BE PRE-FORMED THERMO-PLASTIC. roe N� 1230.0005.00 FINAL REPORT. REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE o CONSTRUC110N SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION 3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS SCALE LO 25. THE CONTRACTOR SHALL HIRE A LICENSED ENGINEER OR LAND SURVEYOR TO SURVEY THE PLANS, AND EROSION CONTROL REPORT. OTHERWISE SPECIFIED IN MUTCD. N.T.S. o CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWUNE AT ALL INTERSECTIONS, LARIMER COUNTY URBAN AREA STREET STANDARDS -REPEALED AND REENACTED AUGUST 1, 2021 PAGE E-2-5 � INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL ENTITY INSPECTOR. THE ENGINEER OR 4. AT ALL 11MES DURING CONSTRUCTION, THE DEVELOPER SHALL BE RESPONSIBLE FOR ADOPTED BY LARIMER COUNTY, CITY OF LOVELAND, CITY OF FORT COLLINS DATE p SURVEYOR MUST CERTIFY IN A LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM TO THE PREVENTING AND CONTROLLING ON-SITE EROSION INCLUDING KEEPING THE PROPERTY NOVEMBER 2024 o APPROVED PLANS AND SPECIFICATIONS. ANY DEVIATIONS SHALL BE NOTED IN THE LETTER AND THEN SUFFICIENTLY WATERED SO AS TO MINIMIZE WIND BLOWN SEDIMENT. THE DEVELOPER SHALL 4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT SHEET / RESOLVED WITH THE LOCAL ENTITY BEFORE INSTALLATION OF BASE COURSE OR ASPHALT WILL BE ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES WITH GLASS BEADS. o ALLOWED ON THE STREETS. SHOWN HEREIN. N 5. ALL LANE LINES SHALL BE LATEX PAINT. 2of 7 j 5. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. Y RICHARDS LAKE ROAD �W RICHARDS LAKE ROAD ss- Doi Doi 00-1 Doi Doi Doi 00-1 CIO-1 TIT LOD LOD LOD LOD LOD LOD LOD LOD > � Z PROPOSED 18 MONTAVA INSTALL SETTLING STRUCTURE O 0 IRRIGATION LATERAL TO CAPTURE DEBRIS FROM J v� o EX. IRRIGATION DITCH z NON—POTABLE VAULTS FOR WELL WATER EXTRACTIONUj r (SEE SHEET 27 FOR DETAILS) > O FITZSIMONS WELLS 1 & 2=4 CFS COUNTRY CLUB ROAD w � p r O u TIE TO EXISTING 15" CONCRETE IRRIGATION PIPE 0 0 J z Z INSTALL SPUTTER _ oLLJ U r STRUCTURE TO SEPARATE Z o 00 NPIC FROM WSSC WATER p r � O O m TIE TO EXISTING 15" J CONCRETE IRRIGATION PIPE ' MOUNTAIN VISTA DRIVE 0 KEY MAP DRAWN RFB N•T.S. CHECKED JFS Z DESIGNED ` 0 0 RFB p PROPOSED 18" MONTAVA IRRIGATION LATERAL o FILENAME z 0005_SITE PLAN Cr `n NOTES D �p,VO L/C LIMIT OF DISTURBANCE 1. NPIC/WSSC WATER TO BE DELIVERED FROM EXISTING 15" o\�•�PN••• �pX. NON—POTABLE IRRIGATION LINE LOCATED SOUTHWEST OF r RICHARDS LAKE ROAD AND N. GIDDINGS ROAD THROUGH A N NO. 8 OUTLET ITCH PROPOSED 18" NON—POTABLE IRRIGATION LINE. e�'�p0 GOB •.�� 75 FT DIVIDE CANAL c 2. NEW WELL WATER WILL TYPICALLY BE USED FOR INITIAL POND RESERVOIR CO DEED, '••••'•• • FILLING AND TO OFFSET EVAPORATIVE LOSSES DURING BK 187, PG70, AND S/ONAL BK 187, 7 178 NON—IRRIGATION SEASON. Ire I 3. WATER SUPPLY & STORAGE COMPANY (WSSC) SHARES SHALL V NOT BE STORED IN IRRIGATION POND FOR MORE THAN 72 MAPLE HILL SUBDIVISION -- HOURS. (EXISTING) 0 p 4. ALL UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE O VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 5. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. <� Z r0 i 6. ALL IRRIGATION LINES FOR THE MONTAVA & PSD PUMP STATION O 12" AND SMALLER SHALL BE CLASS C900, DR 18 PURPLE PVC p0 �i PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 1 a 7. ALL IRRIGATION LINES FOR THE PARKS DEPARTMENT SHALL BE i HIGH DENSITY POLYETHYLENE (HDPE) WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. r/� Li vo DISCHARGE PIPE FROM THE MONTAVA IRRIGATION ^ <\ \\`'> ,<<ii^ 8. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 LATERAL. ESTIMATED INTAKE FLOW=4.05 CFS \ ,� „ i J , PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 0 DITCH FLOW AND 4 CFS WELL FLOW \\ \ �� p \\ < < 9. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES O PROPOSED 5.0 SOFT SURFACE TRAIL—REFER \ i ` i�� v��i>� L VERTICAL SEPARATION BETWEEN IRRIGATION LINE AND ALL Z J TO PHASE D PLAN SET FOR DETAIL ,\ �i ��, �� i> OTHER EXISTING UTILITIES. m m MONTAVA WEST POND ® AA n.n nA- M M M, NON—POTABLE VAULT FOR WELL WATER EXTRACTION % < �� _ 10. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO THE SAME ® MM _ � �S �S (SEE SHEET 27 FOR DETAILS) ^> > STANDARDS AND SPECIFICATIONS AS THE POTABLE O Q- i i WATERLINES. �' rp DISCHARGE PIPE FROM MONTAVA WEST WELL=2.00 CFS ���i 7� <v!i�� 11. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT p 0 QO, < �� �i� w�j // \ \ CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. Z ��/� ii l n \ \ 4 C0 —W ° INTAKE PIPE TO FEED ALL NON-PO i� �� \ r s O COUNTRY CLUB ROAD �� 36" TABLE SYSTEMS_ , �-PUMPHOUSE BUILDING FOR MONTAVA & PSD Z NON-POTABLE SYSTEM '/��,� �� IRRIGATION/STORM < \ VV L- POND FUTURE PARKS DEPARTMENT PUMP HOUSE ' \\ � \ \ v 4 AC FOOTPRINT \/ i%''� i> v 00 MONTAVA - � % �� �i� � �'� i � A ���i >� SUBDIVISION L PHASED Q PROPOSED CONNECTION TO TRACT SS PHASE D IRRIGATION MAIN //2LJ O NON-POTABLE VAULTS FOR WELL WATER EXTRACTION (SEE SHEET 27 FOR DETAILS) KLUVER PS WELLS 1 & 2 = 3.34 CFS Q _ PROPOSED OUTLET STRUCTURE <nA�� ULTIMATE DISCHARGE PIPE FROM IRRIGATION MONTAVA PHASE D \�> WELLS TO POND = 7.34 CFS ONCE FUTURE LOD PROPOSED STUB TO FUTURE ��i �� \ �,\\\\JJ �\ PORTNER WELLS 1 & 2 CONNECT TO SAME PIPE PHASE E IRRIGATION MAIN l < >\, �� /�^<,\\\\JJ PROPOSED 8" > ! �� i \\JJ 0 \\\ �z RETURN FLOW PIPE CO o MONTAVA PHASE E / i ���� \ �\ �� �0�\\\J >J (FUTURE) I I I \ < 3 � \\\ ��/ �� � � T3T, INC. J CONSULTING ENGINEERS 748 Whalers Way \ Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 s \ \\ JOB NO. j \ \ 1230.0005.00 SCALE \ w� DATE 1 200' \ I NOVEMBER 2024 SHEET 200 0 200 400 3of 37 scale 1"=200' feet SEE SHEET 5 POND CROSS SECTION FG = 5002.00 NOT TO SCALE IIII EX. 21" SANITARY (BOXELDER) \ - - - - - - EX. 30.0' - - - - EX. 12" ABANDONED SANITARY (BOXE\R) SANITARY ESMT \ \ 4• 1 S 100-YR WSEL= 5001.00 COPE III - = 4998.75 o 4999 75 NON POT HIGH WATER LEVEL � STACKED STONE WALL. III _ _ _ _ _ _ .. TONEA I -� - - - - - - - - - - PR . 4.75 STONE BATTERE LL - - -'� T OP D WA S SHEET T 20 : :., ... ,...,:. ,.,,�._:�. _�__. _ .. '.;�n �- I 3 DAY DRAW DOWN 4996.00 I� - 4995.00 - o I ,. :. ., ::..:......:.. . FROM ELEVATIONS 499 � - S DETAIL T2 SEE DE A SHEET 1 S�DPE _ • NORMAL BOTTOM OF � I ;.:.. ::; ::> ;::. '::..:•:.:...... .. POND ELEV 4987.00 LOW WSEL = 4986.67 IIII RP - PROP. 5.0 SOFT SURFACE TRAIL-REFER - 0 PUMP INTAKE ELEV = 4983.67 BOTTOM OF POND II I TO PHASE D PLAN SET FOR DETAIL J = 1 ELEV 4982.00 III I I \ 1 / RP I LEGEND III � Q �1 I II I ��PROP. TYPE L, 4'X3' RIPRAP PAD o EXISTING 5' CONTOUR � LU 5825! I / ( EXISTING 1' CONTOUR �5921 m I / I EXISTING RIGHT-OF-WAY - - DRAWN RFB II PROP. 18" MONTAVA IRRIGATION LATERAL DISCHARGE PIPE AND / IIII I EXISTING STORM DRAIN CHECKED I+ 6'X5' RIPRAP PAD, SEE SHEETS 11-17 FOR MORE DETAILS JFS EXISTING EASEMENT DESIGNED / RFB CWA STORM FES AND RIPRAP PAD, SEE PHASED 30 0 3o so PROPOSED EASEMENT / I - - FILENAME 1 I PLANS FOR MORE DETAIL. ROCK WALL / scale 1"=30' feet PROPOSED RIGHT-OF-WAY 0005_GRADING PLAN IIII I ' PENETRATION DESIGN TO BE COORDINATED J TABLE OF CALCULATIONS II 1 I WITH STRUCTURAL ENGINEER. MONTAVA Total Disturbed Project Area 15.46 Acres PROPOSED LOT LINE p0 L/C III 0 I - 3.08 PHASE D Total "Onsite" Area of Disturbance 15.46 Acres PROPOSED CENTERLINE p���04 I PROP. DISCHARGE LOCATION FOR :'; o � 8. 1� GRADES Total "Offsite" Area of Disturbance N/A � IIII I I IRRIGATION & STORM DETENTION POND SAND & OIL INTERCEPTOR LINE 2.83 d ��. Total Storage/Staging Area N/A PROPOSED 1 CONTOUR ��5921 0 cc NORMAL BOTTOM OF POND = 4987.00 / '. Total Haul Roads Area N/A ��� Q ' II� BOTTOM OF POND AT INTAKE = 4982.00 3so ��a PROPOSED 5' CONTOUR �59251� •� I I I I LOW WATER SURFACE ELEVATION = 4986.67 PROP. DISCHARGE LOCATION 2.3 „�'S• ° ` $> °. gyp`;` Construction Vehicle Traffic Area N/A p"� ,••••,.•'G� I II FOR 4" BACKWASH LINE ;�0 3.36. o III I NORMAL HIGH WATER LEVEL = 4998.75 / Est. Percent of Project Area Exposed 100% PROPOSED FLOW ARROW S�ONAL E� 100-YR WATER SURFACE LEVEL = 5001.00 / Est. Percent Vegetative Cover 90% Density x 5026.19 IIII I IRRIGATION STORAGE VOLUME = 53 AC-FT / Existing Soil Type Group D Clay Loam FINISHED GRADE ELEVATION STORMWATER DETENTION VOLUME = 9 AC-FT ' ti 3.50' Groundwater Depth 15 Feet PROPOSED STORM LINE W MANHOLE I TOTAL 3-DAY IRRIGA110N DRAW DOWN = 10.35 AC-FT oo'� 5°= a ' p / I I ph o��• + :..'. Number of Phases w/ Project N/A _ I I TOTAL POND DEPTH (SPILLWAY TO INTAKE AREA) = 19.50 FEET I G• �g -�� 1 t I F�F•� ^� 00 Total Volume of Imported (+)/ PROPOSED RIPRAP PAD 2 •94 Exported (-) Materials N/A VI �pO ROCK BERM TO PROTECT INTAKE, �� 'n Total Area of Stockpiling of Fill or PROPOSED SWALE •• ••• SEE DETAIL SHEET 20 Borrow Areas Off Site 0 Sq. Feet INLET PROTECTION �P ❑® Steepest Slope 3:1 H:V scL II I I SEDIMENT CONTROL LOG " Distance from a Riparian Area or p Sensitive Area 20 Feet CONCRETE WASHOUT AREA cwA III 44 MONTAVA SUBDIVISION Z �- PHASE D TRACT SS VEHICLE TRACKING CONTROL vTc O j III I O II I SILT FENCE sF -aP- � �I � a J STORM FES AND RIPRAP PAD, SEE PHASED RIP RAP RP PLANS FOR MORE DETAIL. ROCK WALL CIO O co III I I l PENETRATION DESIGN TO BE COORDINATED NOTES WITH STRUCTURAL ENGINEER. - IIII I I �OQ I / ° \ PROP. 18" CRP & ARE NIA LET o 1. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE Z " " 1 I I ( OUTLET STRUCTURE TO BE SEEDED. SEE NATIVE SEED-TYPE 2 TABLE ON THIS I INSTALLED IN ROCK WALL, SEE SHEET FOR RECOMMENDED SEED MIX. O II I I DETAIL SHEET 22 p 1 o C� III I PROP. 8" RETURN FLOW PIPE TO 2. POND SHALL BE LINED WITH A MINIMUM 3 OF COMPACTED CLAY OVER A SYNTHETIC LINER HAVING A MINIMUM WIDTH TIE TO PROP. OUTLET STRUCTURE OF 10 MIL. ~ Z O O 3. POND LINER SHALL BE CONSTRUCTED IN ACCORDANCE I III I ' co PROP. LOCATION OF STORM \ WITH RECOMMENDATION MADE IN "THE SUBSURFACE 1 I� 1 PROP. TYPE L, 4'X3' RIPRAP PAD DETENTION SPILLWAY EXPLORATION REPORT MONTAVA DEVELOPMENT -TRACT Z O III ' E- DETENTION POND EVALUATION OF GROUNDWATER AND / ELEV. = 5001.50' .� SUBSURFACE CONDITIONS", EARTH ENGINEERING O III ' SEE SHEET 22 FOR DETAILS CONSULTANTS, LLC, DECEMBER 6, 2022 Z W I SF / RP 00 / L �I II I 9 4995.00 / 4. INITIAL BMP'S: Q Old IIII I STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY WASTE DISPOSAL AREAS FUELING AND IIII I PROP. TYPE VL RIP 00 / CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF Z II RAP RUNDOWN SPILL CLEAN UP KITS SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE Z IIII I I ROAD O Q I I I THESE AND ANY OTHER CONTROLS DEEMED I� I I 00 I NECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF III I 00 \ CONSTRUCTION BEGINS. SEE MONTAVA fiI / PHASE D PLANS 5. INTERIM AND FINAL BMP'S: I I I FOR SWALE p0 / GRADING DESIGN AFTER THE INITIAL FILLING AND GRADING OF THE II / SF /I SITE, THE CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE TEMPORARY EROSION PREVENTION IJ I I I \ CONTROLS SUCH AS: . ....:..:.:. 1�o I I I -TEMPORARY SEEDING -MULCHING III I / -SURFACE ROUGHENING a I I I 1 _ - SILT FENCE 0 0 ` _,.::;`` _ / 5��, NATIVE SEED TYPE 2 RECOMMENDATIONS ADDITIONAL 0 Recommd. PLS of Seeds I z �o i JPLS THESE MUST BE INSTALLED WITHIN 30 DAYS OF SCIENTIFIC NAME COMMONNAME PLS/Ib. /ft / 00 / Ibs/Acre In Mix COMPLETED GRADING OPERATIONS. SF Sorghastrum nutans Indian grass 170,000 0.80 3.1 4.50% i oc I O Sporobolus cryptandrus Sand dropseed 5,200,000 0.05 6.0 8.7% REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF BEST MANAGEMENT PRACTICES. TST, INC. Sporobolus airoides Alkali sacaton 1,758,000 0.60 24.2 35.2% CONSULTING ENGINEERS �I I \O \ / / Distichilis stricta Inland saltgrass 520,000 1.50 17.9 26.0% 748 Whalers Way OQ / o IT IS THE CONTRACTORS RESPONSIBILITY TO READ Suite 200 Fort Collins I \ Elymus elymoides Bottlebrush squirreltail 192,000 4.00 17.6 25.6/o AND IMPLEMENT THE SWMP PLAN. THESE EROSION Colorado 80525 I III Pascopyrum smithii Western Wheatgrass 110,000 3.00 7.6 11.0% CONTROL PLANS PROVIDE A PLACE FOR THE Phone: 970.226.0557 EAST EDGE OF / CONTRACTOR TO DOCUMENT THE IMPLEMENTATION OF JOB NO. I I OUTLET I F / Total 9.95 68.8 THE PLAN AND DO NOT NECESSARILY SHOW ALL OF 1230.0005.00 NO 8 11_ET DITCH 75 T DIVIDE -II III 1 e CANAL RESERVOIR CO DEED, BK 00 / Note:All materials furnished shall be free of Colorado State Noxious Weeds as defined in Article III,Section 21-40 of the THE BMPS THAT WILL BE NEEDED DURING SCALE I III I ` 187, PG70, AND BK 187, PG 178. �O �' Code of the City of Fort Collins.This mix is based on 69 seeds/ft2 and is only calculated for one acre; contractor is CONSTRUCTION. THESE PLANS NEED TO BE 1" = 30' II Q responsible for calculating the appropriate seed amounts to purchase.This entire mix may be drill seeded to a depth of 1/4 UPDATED, BY THE CONTRACTOR, THROUGHOUT \ / CONSTRUCTION. DATE to 1l2 Inch deep. If hydroseeding occurs,seed must not be mixed with a mulch for application. They must be applied in NOVEMBER 2024 I I I I I I LOD LOD LOD LOD / / two passes: first pass seed, second pass mulch. *PLS-Pure Live Seed. EROSION CONTROL BLANKETS SHALL BE USED ON SHEET `*The 10 Ib/ac mix is designed for drill seeding of grasses and forbs. If broadcast and harrow methods are ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK used for grass seed distribution,the rate should be doubled. When hydroseeding methods are to be used,the CS2, OR APPROVED EQUAL, SHALL BE USED. 4 of 37 rate should be raised to 1.5 times when using two passes. � - C Z � "o o - - - �� `�� 1- w- of ? CO a- - — — LAKE 3°j / RICHARDS RE OAD_ SF � 4 — _ - �- LOD LOD - D Q��� Lqb LOD SF N r0 �0 OD LOD — _ 1 \\\ \\\\ Uj \\ \ \\ ( l N I \ I 'IId1 150 0 150 30o wO UNPLATTED - \ \ NE COR. S32, T8N, R68W I SF scale 1"=150 feet / ',; I� '' r \ \ \ \\\\ so?\\ �l�� I III,. �� o � \ \ \ \\\s Yr LEGEND w , EXISTING 5 CONTOUR SF EXISTING 1 CONTOUR III \ \ EXISTING RIGHT-OF-WAY DRAWN RFB J \ \ \ \ \ \ IIII \ EXISTING STORM DRAIN CHECKED SF O \ \ \ \ \` \ \ \ \ -- \ \ \ \ 11\ EXISTING EASEMENT JFS DESIGNED NpI� I PROPOSED EASEMENT - .- - - - - - - - RFB — — FILENAME PROPOSED RIGHT—OF—WAY Lf 0005-GRADING PLAN PROPOSED LOT LINE PROPOSED CENTERLINE p,D�•L/C Q �� \ \ \ \ \ \ \ TRACT MM \\` \ ` \ \ / \ \ \\\ O��•••N �P\. �F "o, \ \ \ \ ` \ FUTURE DDEVELOPMENT \ \ \ \ \ \ \ \\ \ \ PROPOSED 1 CONTOUR �5921 \ \\\ \ \ v_ \ PROPOSED 5 CONTOUR � ,5925 NO. 8 OUTLET DITCH 75 FT DIVIDE CANAL \ s 1 \ \\ \\\� \ \ c�i� PROPOSED FLOW ARROW �O� .....••' G� x I III RESERVOIR CO DEED, PG 178 PG70, AND \ \ \ \ \ \ \\ \ \ / \ \ S�ONAL E� y /- \ \ FINISHED GRADE ELEVATION x 5026.19 PROPOSED STORM LINE W/MANHOLE 1 100 i- `�\\ \� PROPOSED RIPRAP PAD ROW PROPOSED SWALE ' FUTURE INLET PROTECTION iP� ❑® --� ROW = 1 � \ p \ \ \ \ \`\ \\\\ �'' " \ SEDIMENT CONTROL LOG scL L_ JL I CONCRETE WASHOUT AREA cwA X� I I I o O l VEHICLE TRACKING CONTROL vTc Z Q � � ` � SILT FENCE sF �« O J 0. RIP RAP RP ` � �� \ \ \ \ \ \ �� � _ NOTES O \ IIII I I I cc \\ \ ` \ \ \ \\ \ ` \\ _� ` \ 1. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE 5� \\ \\ ` \ \ \ \� \ \ \ \ / \ _ \� \` \\\ SEEDED. SEE "NATIVE SEED-TYPE 2" TABLE ON THIS a SHEET FOR RECOMMENDED SEED MIX. Z 11x F 2. POND SHALL BE LINED WITH A MINIMUM 3 OF COMPACTED V CLAY OVER A SYNTHETIC LINER HAVING A MINIMUM WIDTH OF 10 MIL. Ur 3. POND LINER SHALL BE CONSTRUCTED IN ACCORDANCE O O 111 A WITH RECOMMENDATION MADE IN THE SUBSURFACE EXPLORATION REPORT MONTAVA DEVELOPMENT -TRACT C0 E- DETENTION POND EVALUATION OF GROUNDWATER AND SUBSURFACE CONDITIONS", EARTH ENGINEERING Z O CONSULTANTS, LLC, DECEMBER 6, 2022 \ 4. INITIAL BMP'S: Z W o \ \ �� \ \ \� \ \\` \ V / \ �� I / STABILIZED STAGING AREA (INCLUDES SOLID AND Q x III I � � II I � � � Old — 1 \ II I I SANITARY WASTE DISPOSAL AREAS, FUELING AND > _ CONSTRUCTION WATER FILLING AREAS, AND LOCATION OF MONTAVA PHASED \\ \ I SPILL CLEAN UP KITS) Q Z II SFr'-� \� SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE I I � •� ''� / - \\ \ ROAD Z r �r �` �� \ \ ` \\\ \ THESE AND ANY OTHER CONTROLS DEEMED r 1I I �J ` ( i� \ \ \\ \ ✓ OTHERNECESSARY BY THE CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE MAJORITY OF 20 UE1 \ \ k V �w� \ \ \ VA CONSTRUCTION BEGINS. I 5. INTERIM AND FINAL BMP'S: F lili I ) i \ \ \ \ AFTER THE INITIAL FILLING AND GRADING OF HE I' O J�X I L— J I V SITE, THE CONTRACTOR SHALL A' \ �� \ �\ \ ~ \ PAN HE TEMPORARY EROSION N HIS ION 4 \ I_ �- /i i�\ \ \ i CONTROLS SUCH AS: 01 _ 401 Z _  4i,, � � — � \ - � ,. � -� -MUM CH NGRY SEEDING -SURFACE ROUGHENING SEE SHEET 4 -ADDITIONAL SILT FENCE NATIVE SEED - TYPE 2 RECOMMENDATIONS THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED GRADING OPERATIONS. SCIENTIFIC NAME COMMON NAME PLS I Ib Recommd. PLS.* Ibs/Acre PLS I ft 2 %of Seeds in Mix REFER TO THE SWMP REPORT FOR A DETAILED Sorghastrum nutans Indian grass 170,000 0.80 3.1 4.50% DESCRIPTION OF BEST MANAGEMENT PRACTICES. Sporobolus cryptandrus Sand dropseed 5,200,000 0.05 6.0 8.7% TI INC. IT IS THE CONTRACTORS RESPONSIBILITY TO READ CONSULTING ENGINEERS Sporobolus airoides Alkali sacaton 1,758,000 0.60 24.2 35.2% AND IMPLEMENT THE SWMP PLAN. THESE EROSION 748 Whalers Way Distichilis stricta Inland saltgrass 520,000 1.50 17.9 26.0% CONTROL PLANS PROVIDE A PLACE FOR THE Suite 200 Fort Collins Elymus elymoides Bottlebrush squirreltail 192,000 4.00 17.6 CONTRACTOR TO DOCUMENT THE IMPLEMENTATION OF Colorado 80525 25.6% Phone: 970.226.0557 Pascopyrum smithii Western Wheatgrass 110,000 3.00 7.6 11.6% THE PLAN AND DO NOT NECESSARILY SHOW ALL OF JOB No. THE BMPS THAT WILL BE NEEDED DURING 1230.0005.00 Total 9.95 68.8 CONSTRUCTION. THESE PLANS NEED TO BE Note:All materials furnished shall be free of Colorado State Noxious Weeds as defined in Article III, Section 21-40 of the UPDATED, BY THE CONTRACTOR, THROUGHOUT SCALE 1" = 150' Code of the City of Fort Collins.This mix is based on 69 seeds/ft2 and is only calculated for one acre; contractor is CONSTRUCTION. responsible for calculating the appropriate seed amounts to purchase.This entire mix may be drill seeded to a depth of 1/4 EROSION CONTROL BLANKETS SHALL BE USED ON DATE to 1/2 inch deep. If hydroseeding occurs,seed must not be mixed with a mulch for application. They must be applied in NOVEMBER 2024 two passes: first pass seed,second pass mulch. ALL SLOPES GREATER THAN 3:1. PROPEX LANDLOK *PLS-Pure Live Seed. CS2, OR APPROVED EQUAL, SHALL BE USED. SHEET *`The 10 Ib/ac mix is designed for drill seeding of grasses and(orbs. If broadcast and harrow methods are 5 of 37 used for grass seed distribution,the rate should be doubled. When hydroseeding methods are to be used,the rate should be raised to 1.5 times when using two passes. RICHARDS LAKE ROAD Z O H (n 0_ Z a' O U) COUNTRY CLUB ROAD ; p W 1 i S SEE SHEET 7 Z 0 a SANITARY ESMT. � - c SS- - - 5- - - -5 SS SS— �5 - - SSsS- - - - - - - - — — — — EX. 30' — s sa _ S SS SS SS SS Z SSS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w S �S SS S ) SS SS �S- SS SS SS NON-POTABLE VAULT FOR WELL \S SS SS- - SS - - - - SS- - - SS - - - - - - - - - - - - - - - - - - - - - Q -- - - - - - - - - - - - - - - - - - -_3- - - - - - - - - -WATER EXTRACTION :»: '• � - - - - SS SS SS SS o W W t7wSS_=-wS � 1n� - 2%t,•: — — — — — — — — — — — 7 ' "�= SEE SHEET 27 FOR DETAILS ` rI MOUNTAIN VISTA DRIVE — — — — — PROP. 5.0 SOFT SURFACE TRAIL—REFER- - - - - - - - - - - - - - - - - - - - -( ) - - - - - - - - - - - - — - - - - — � — -� TO PHASE D PLAN SET FOR DETAIL - y` -" -- - I I I- - - - - - - - - - - - KEY MAP m PROP. FERTIGATION SYSTEM ROOM _ I I N.T.S. cj� ST '' 'ox° _ 81 LF OF 8" PVC PIPE PROP. IRRIGATION DISCHARGE ` . PROP. 8" STUB FOR FUTURE PHASES (INCLUDING PSD DRAWN RFB T E — — — — — — ' ° PIPE FOR EXISTING WELL PARCEL), SEE SHEET 19 CHECKED — — — — — — — — — — — — — — — — — — — — — s rt — - - - - - I PROP. PUMP HOUSE BUILDING SEE DETAIL SHEET 20 JFS PROP. 18" MONTAVA IRRIGATION LATERAL PROP. 3-PHASE TRANSFORMER FOR MONTAVA DESIGNED DISCHARGE PIPE, SEE SHEETS 11-15 I PUMP HOUSE, SEE PAD DETAIL ON SHEET 21 \ / RFB PROP. ROCK WALL WITH 6.0' WIDTH OF I PROP. CONCRETE DRIVEWAY FOR FILENAME CLASS 18 RIPRAP OVER NON—WOVEN CRANE ACCESS TO PUMP HOUSE I \ /// 0005_UTILITY PLAN GEO—TEXTILE FABRIC, SEE SHEET 21 \ FUTURE PARKS DEPARTMENT PUMP STATION \ MONTAVA SUBDIVISION SAND AND OIL INTERCEPTOR. x I NOTES w SEE DETAIL ON SHEET 20 �P ••.•.0 _ PHASE D TRACT SS L-PROP. WET WELL FOR PARKS DEPARTMENT \ �Q.••'N �, WITH 24" BUTTERFLY VALVE AND PLUG /y/ 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY Q \ I PROP. PUMP SKIDS. SEE DETAIL SHEET 20 ,l \ �\ \\ / //j THE CONTRACTOR PRIOR TO CONSTRUCTION. Q'�`�'� w PROP. 4 SCHEDULE 80 PVC PUMP SKID \ '', I I " \ / \ / 2. ALL PRESSURIZED IRRIGAT10N LINES SHALL BE Q� F�� •• o .ti:`` FILTER BACKWASH LINE. SEE DETAIL SHEET 20� � i BURIED A MINIMUM OF 5—FEET BELOW FINISHED �0� '••G� A •....• PUMPHOUSE BUILDING ESMT. 2 OFFSET PROP. TRAFFIC BOLLARDS, - / GRADE UNLESS OTHERWISE NOTED. SEE DETAIL SHEET 23 PROP. 18" IRRIGATION OUTLET PIPE. SEE SHEET 19 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE PROP. 36" BUTTERFLY VALVE & 8 MANHOLE <f < }` " '° ` /.' i '% i\ MONTAVA & PSD PUMP STATION SHALL BE CLASS z I �': / v PROP. 4" WATER SERVICE FOR POND SHOULDER SEASON C900, DR 18 PURPLE PVC PIPE NTH A MINIMUM 12 PROP. POND HIGH WATER SUPPLY WITH BACKFLOW PREVENTER AND 4 PROP. 36" INTAKE PIPE. SEE SHEET 20 r. u`=';k M " GAGE INSULATED TRACER WIRE. \\ �. F TION WATER ELEVA \� �� f: EX. 30 STRUCTURAL SUPPORTS. SEE DETAIL SHEET 20 ��®/ r METER VAULT. SEE SHEET 24 FOR METER VAULT DETAILS SA \\ 4. ALL IRRIGATION LINES 12" AND SMALLER FOR THE ' ''�N�ESMT I. _ / x • �= ^"' " '< PARKS DEPARTMENT PUMP STATION SHALL BE HDP Ex. 20' RAW WATER INTAKE. SEE DETAIL SHEET 20 '�" �` \ TIE TO 18" PHASE D IRRIGATION MAINLINE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. I FUTILITY ESMT.' `\' \ 5. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, ROCK BERM TO PROTECT INTAKE, SEE DETAIL SHEET 20 PROP. OUTLET " " \ \� DR 18 PURPLE PVC WITH A MINIMUM 12 GAGE STRUCTURE, \ 18 x18 TEE W/MRJ " \ \� DEPTH GAUGE WITH POND LEVEL TRANSDUCER �.(1) 18 x12 REDUCER W/ 12 GTV, y \ INSULATED TRACER WIRE. Z = FOR SCADA SYSTEM, SEE DETAIL SHEET 21 SEE SHEET 22 FOR / ,F STUB AND CAP W / \ \ / o ,rr ROCK WALL INSTALL 1 18" GTV E ( ) / A I � � O O // \V 6. CONTRACTOR SHALL PROVIDE A MINIMUM OF PROP. 4" SCHEDULE 80 \\ 18-INCHES VERTICAL SEPARATION BETWEEN O PROP. IRRIGATION DISCHARGE / // PVC PUMP SUCTION \\ IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. EX. 10" SANITARY MAIN I �..�., �� �'� / �� (BOXELDER SANITATION) I I '• PIPE FOR EXISTING WELLS / _ SCREEN BACKWASH LINE � \ � STORM PIPE AND DOWNSTREAM \� INV. OUT- 4995.00 STORM STRUCTURES TO BE / /� 7. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO Q z 3.0'X4.0' TYPE L RIPRAP CONNECT TO PROP. OUTLET STRUCTURE /y�; ,� / / A \ " INSTALLED WITH PHASE D / THE SAME STANDARDS AND SPECIFICATIONS AS THE 0 1-8 FLAP VALVE i / \ CITY OF FORT COLLINS WATERLINES. PROP. 8" RETURN FLOW PIPE TO EX. 24" WATER MAIN (ELCO ) TIE TO PROP. OUTLET STRUCTURE / 8"x4" TEE W/MRJ \ / / / 8. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST (1) 4" GTV (NW) \ " / / / CURRENT CITY OF FORT COLLINS CONSTRUCTION NON—POTABLE VAULTS FOR WELL WATER EXTRACTION (SEE SHEET 27 FOR DETAILS) " / SPECIFICATIONS. Z 12"x8 TEE W/MRJ \ �/2 GTV 9. REFER TO SHEET 18 FOR IRRIGATION LINE LAYOUT Q 1-1 W \ i " ( ) FOR THE EXISTING WELLS. 42 LF OF 8 PVC PIPE / > _, / / / " 10. REFER TO SHEETS 11-17 FOR MONTAVA IRRIGA11ON 0. EX. OVERHEAD POWER I \ �� O- 24 LF OF 12" PVC PIPE / t 1-12 PLUG \ \ •o ; _.V / \ / LATERAL PLAN & PROFILES. \\ r;10"x12" TEE W/MRJ ///, ^ ,.,=u' �� 1 / \ // / O \\ ' G (1) 10"X12" REDUCER (NW) PROP. STORM DETENTION SPILLWAY // Cn \ \ F (1) 12" GTV W/ STUB AND CAP (NW) /\'=` �;� P i / ELEV. = 5001.50 \ 1 I Q 118 LF OF 10 PVC PIPE / �O, / 42 LF OF 8" PVC PIPE Cn LJ AAA Z � = O,o I � I I I I I � NO. 8 m I = OUTLET o DITCH 75 FT DIVIDE CANAL RESERVOIR CO DEED, w BK 187, PG70, AND K 187, PG I I � 178 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0005.00 SCALE 1" = 50' DATE 50 0 50 100 NOVEMBER 2024 SHEET scale 1"=50' feet 6 of 37 O \ RICHARDS LAKE ROAD ci) I I I \ IMH-1 E \ STA. 30+85.69 1 I \\ C n 1 a + \\ Cn _T I M o I I o # I (n 1 I COUNTRY CLUB ROAD ; p � NO. 8 00 W OUTLET + DITCH 75 = N S FT DIVIDE R to I CANAL o RESERVOIR cn CO DEED, U_ Y� BK 187, c o a PG70, AND + i 1 BK 187, PG 0D U)_ 178 N I-_ MOUNTAIN VISTA DRIVE I KEY MAP I °' U N.T.S. N # I I DRAWN RFB 20' PROP. UE CHECKED JFS Cn N DESIGNED RFB IMH-1 D 1 FILENAME 1 STA. 25+85.69 1 I 0005_UTILITY PLAN o TRACT MM � I I N FUTURE NOTES PO L/C „I DEVELOPMENT 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED V�� 'Z`PN •O�P� 0� 1 U I TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY - - - - J# � I 1 THE CONTRACTOR PRIOR TO CONSTRUCTION. -W ® W W I 2. ALL PRESSURIZED IRRIGAT10N LINES SHALL BE •....• G� � N BURIED A MINIMUM OF 5-FEET BELOW FINISHED �0 '• S S S i U� I I S�ONAL ® ® wa I GRADE UNLESS OTHERWISE NOTED. 0 - - - - -� I = 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE I I g SEE SHEETS 11-15 FOR PLAN & PROFILE MONTAVA & PSD PUMP STATION SHALL BE CLASS � N C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 J I GAGE INSULATED TRACER WIRE. o I 4. ALL IRRIGAT10N LINES 12" AND SMALLER FOR THE PARKS DEPARTMENT PUMP STATION SHALL BE HDPE 1 II g 11 I N WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. Ex. 10" SANITARY MAIN a (BOXELDER SANITATION) 5. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, I 11 I I DR 18 PURPLE PVC WITH A MINIMUM 12 GAGE IP INSULATED TRACER WIRE. II I + 6. CONTRACTOR SHALL PROVIDE A MINIMUM OF N 18-INCHES VERTICAL SEPARATION BETWEEN O IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. I 11 � I I IMH-1 C I I 7. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO Q 11 STA. 20+85.69 I o THE SAME STANDARDS AND SPECIFICATIONS AS THE II I + CITY OF FORT COLLINS WATERLINES. co 8. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST 11 CURRENT CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. Z II 1 + 9. REFER TO SHEET 18 FOR IRRIGATION LINE LAYOUT Q U, 1 FOR THE EXISTING WELLS. J II I II \\ 10. REFER TO SHEETS 11-17 FOR MONTAVA IRRIGATION 0. # ` /^ \ LATERAL PLAN & PROFILES. O L 4— Z F Z CO) llu� # I IMH-1 B I I \ 1 I TA. 15+85.69 <\ I I / / cn / NO. 8 I U OUTLET I I PROP. 18" NPIC/WSSC AND / / DITCH 75 EXISTING WELL IRRIGATION U I FT DIVIDE o DISCHARGE PIPE U) CANAL RESERVOIR \ // > / o NON-POTABLE VAULTS FOR \\ \ // ^ CO DEED, 00 0 BK 187, + WELL WATER EXTRACTION < VA \ V / /�i A i (SEE SHEET 27 FOR DETAILS) / \ \\ \ / / / /i \ i/ BK 187A PG � I \ \ / / \ / �MONTAVA SUBDIVISION 17s o I / \\ \ \ ��/�/ / \ / / PHASE D U) o I EX. 21" SANITARY MAIN (BOXELDER) 1 N I I /. TST, INC. Un L — _ — \ / / / / / \\ / \ \ \ / CONSULTING ENGINEERS EX. 12" ABANDONDED SANITARY MAIN (BOXELDER) k / / \ / / / / / \\ / \ / / \ \ Suite 200 Fort Collins � — 1 1 \ � � / 748 Whalers Way I I 20' PROP. UE I I � I I I �- a � � /// // � "" / / / / \ \ \ / Colorado 80525 L — — — IMH-1A I — — — �I // // / \ /// // \\ /j/ / /^\ // // \\ \\ \\\ Phone: 970.226.0557 — - - - - J STA. 1-0+-8 5.69 + —L-- ---_I I W \ OB NO.U' �I - - - - - - - 0o 1230.0005.00 XZN WQW » , - - - - 86 LF 18" HDPE- - - - - - - - - - - - - - `� - - - - - - -�___ - 4 - - - - - - - '. / - � - - /// // �// /// \\ / �-�� T 1 = 100 'max I I L - - - II v \ �\ ///// /////i \ �// \\ /� DATE o _ > \ \ \ 100 0 100 200 NOVEMBER 2024 - - - - - - - - - - �I + - - ti =f5 I I L — — — SHEET scale 1"=100' feet SEE SHEET 6 7 of 37 RICHARDS LAKE ROAD Z O H (n 0_ Z a' O L0 COUNTRY CLUB ROAD ; p W 0 0 rc z c c a i LU Q L E� 0 MOUNTAIN VISTA DRIVE KEY MAP N.T.S. m DRAWN RFB NON—POTABLE VAULTS FOR WELL WATER EXTRACTION I CHECKED — — — — (SEE SHEET 27 FOR DETAILS) — JFS — — — — FITZSIMONS WELLS 1 & 2=4 CFS= — — — — — — — — — — — — — — — — — — — — — — — — — — �—�H 0— DESIGNED W 0 — — — — — — IMH-1 H — — — — — — — — —�— �— — — — — — — — — — — — — _ = N 0 RFB 0 0 �- �- STA. 45+30.21 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 M J J J J J o W —�s W W JiO� ?i ?i FILENAME o—•p o �l 1�, _yV �n/ H H H H H H H H H � 44 LF 18" HDPE H-RICHARDS LAKE RD. H H X � 'O D-H H H - H H H H - - - 0005_U1ILITY PLAN HHO��HO HHO MHO MHO HHO MHO MHO 0 HHO HHO MHO HHO AHO HHO HHO HHO w HHO ]H MHO MHO HHO HO - - - - - - - - - - - w_ - - IMH-1 I IMH-1 J HYDRODYNAMIC SEPARATOR IMH-1 F STA. 44+86.42 - - - - - - - - - -�`� - - r - - - - - -a - - - - - - - - - - - - STA. 50+25.08 - - - - - _- - - - =— - - STA. 55+25.08 --mo = = STA. 60+02.86 45' BEND W MRJ o " - - - - - - - - - - - - - - - - - - - - I STA. 35+85.69 w 500 LF 8 HD E 4 LF 1 HDP — ��•�N•�� 495 F 18 HDPE - � w o � P C — -600 LF 8" P — — — — — — — — — — — J 30 L " DP - 46+00 O 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60 00— - - - 38+00- - - -39+00- - - -40+00 - - - 41+00 42+00 43+00 44+00 �5'` -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Owi, 36.1L0 � �, - - - - - - - - - - - - - - - - - - - - - 1 / PQQ �G " - - - -m- - - - - - - - - - - 45 UE Y 25 LF OF 10 PVC PIPE ca SEPIII G ��S IMH-1 G SEE SHEETS 11-15 FOR PLAN & PROFILE � I ' � I � � II Q���p�G • �t�� + STA. 41+85.84 GtQ��. �g + I S .....••'�G� � -�- O�Q�G G � I I � II TONAL� 20' PRdP. UE I I I g `� UNPLATTED .o Row re) COR. S32, T8N, R68W + + toI FUTURE I I OW I� � U� CL I `� + `� + I Z I I I 00 J z l Z I to I I I I O o o TRACT MM ` + DE, UE, M FUTURE DEVELOPMENT `� (0 \ �� CONNECT EX. 15" CONCRETE I PIPE TO PROP. 15" HDPE PIPE I I F_ IMH-1K t o C0 I M \ STA. 65+02.86 Ito 11 44 LF 18" HDPE I _ I � STA. 30+1 5.69 I `� SPLITTING STRUCTURE I I Z STA. 65+49.75 I Q U I + REMOVE APPROX. 76 LF OF 15" CONCRETE PIPE I J TIE TO EX. 15" CONCRETE PIPE1 I —1 i I 0. STA. 29+63.53 SEE SHEET 7 I I I- �� III Z J EX. 15" RCP 1 INVERTED SIPHON I I 'o � I I oo I O I Z ILvI Q NOTES Z 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED O TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE MONTAVA & PSD PUMP STATION SHALL BE CLASS C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 4. ALL IRRIGATION LINES 12" AND SMALLER FOR THE PARKS DEPARTMENT PUMP STATION SHALL BE HDPE WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 5. ALL 18" IRRIGATION LINES SHALL BE CLASS C905, DR 18 PURPLE PVC WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. 6. CONTRACTOR SHALL PROVIDE A MINIMUM OF 18—INCHES VERTICAL SEPARATION BETWEEN TST, INC. IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. CONSULTING ENGINEERS 748 Whalers Way 7. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO Suite 200 Fort Collins 80525 THE SAME STANDARDS AND SPECIFICATIONS AS THE Colorado Ph one: 970.226.026.0557 CITY OF FORT COLLINS WATERLINES. JOB NO. 8. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST 1230.0005.00 CURRENT CITY OF FORT COLLINS CONSTRUCTION SCALE SPECIFICATIONS. 1" = 100' DATE 100 0 100 200 9. REFER TO SHEET 18 FOR IRRIGATION LINE LAYOUT NOVEMBER 2024 FOR THE EXISTING WELLS. SHEET scale 1"=100' feet 10. REFER TO SHEETS 11-17 FOR MONTAVA IRRIGATION Q Of �� LATERAL PLAN & PROFILES. V 0 rc U z Z I 0 H E. COUNTY ROAD 56 (n 0 I z I LD 0 (n W LU I I I I I I w I Q I PARCEL: 8817000004 PARCEL OWNER: FOLOT REUBEN/LENORA HOMESTEAD LLC m SITE/ MAILING ADDRESS: 5032 N COUNTY ROAD 11, FORT COLLINS, CO, 80524 DRAWN RFB CHECKED JFS E. DOUGLAS ROAD DESIGNED RFB FILENAME I 0005_UTILITY PLAN I o 0 I p0 L/ m o ��P.N..•c I Q I I I I Q FOB •���v • S�ONAL PROP. IRRIGATION CONCRETE — --- — PROP. HEADWALL FOR WSSC FES, SEE SHEET 17 DIVERSION, SEE STRUCTURAL PLANS , s SHEET 36(S9) FOR DETAILS ,ate. 30, PROP. 24" IRRIGATION LATERAL, SEE �u v \� waiARDs LAKE ROAD SEp FStijT SHEET 16 FOR PLAN AND PROFILE \\ \ - -=_--- O TIE TO EX. IRRIGATION PIPE — 0 — \\ _I EX. STORM STRUCTURES EX. APPROX. 20 LF OF 18" RCP O 1 m PROP. IRRIGATION MANHOLE FOR �\ _ _ _ _ _ _ Ex. 18" FES STRUCTURE WSSC DIVERSION, SEE SHEET 16 — - - - - - - - - - - - - - - - - - _ _ _ — — � — � COUNTRY CLUB ROAD Q EX. MONTAVA IRRIGATION LATERAL DITCH � IRRIGATION IRRIGATION ATERAL CONVEYANCE, AVA \ �\ II I � � II EX. HEADWALL STRUCTURES \� SHEET 17 FOR PLAN AND PROFILE L L - _- 0 TIE TO EX. 18" ABOVE �I L GROUND IRRIGATION PIPE \ EX. 18" ABOVE GROUND c IRRIGATION PIPE II PROP. HEADWALL STRUCTURE, z Z II SEE STRUCTURAL Q gcCX ' cy PLANS SHEET 37(S10) FOR DETAILS J eS°�r ROAD i I MOUNTAIN VISTA DRIVE 0. l li REMOVE EX. HEADWALL STRUCTURE KEY MAP �.. II N.T.S. II Z J I I II O I II Z m o I I Q Z II NOTES n I I Z 0 II 1. ANY UTILITIES NEAR CONSTRUCTION ACTIVITY NEED cn II TO BE VERIFIED HORIZONTALLY AND VERTICALLY BY O THE CONTRACTOR PRIOR TO CONSTRUCTION. / I I I► 2. ALL PRESSURIZED IRRIGATION LINES SHALL BE BURIED A MINIMUM OF 5—FEET BELOW FINISHED II GRADE UNLESS OTHERWISE NOTED. I I I I ►I 3. ALL IRRIGATION LINES 12" AND SMALLER FOR THE II MONTAVA & PSD PUMP STATION SHALL BE CLASS II C900, DR 18 PURPLE PVC PIPE WITH A MINIMUM 12 I I I II GAGE INSULATED TRACER WIRE. 4. ALL IRRIGATION LINES 12" AND SMALLER FOR THE PARKS DEPARTMENT PUMP STATION SHALL BE HDPE II WITH A MINIMUM 12 GAGE INSULATED TRACER WIRE. / II / I I PARCEL: 88170000027 PARCEL: 8817406701 / I PARCEL OWNER: GILLETTE EDWARD L II PARCEL OWNER: LAWSON STANLEY/CATHY 5. ALL IRRIGATION LINES SHALL BE CLASS C905, / I SITE/ MAILING ADDRESS: 2880 E COUNTY ROAD 56, FORT II SITE ADDRESS: 5015 FOX RIDGE CT, FORT COLLINS, CO DR 188 PURPLEE PVC WITH A MINIMUM 12 GAGE / I COLLINS, CO, 80524 II MAILING ADDRESS: 151 UPPER CLEAR CREEK RD, BUFFALO, WY, 82834 INSULATED TRACER WIRE. II 6. CONTRACTOR SHALL PROVIDE A MINIMUM OF II 18—INCHES VERTICAL SEPARATION BETWEEN TST, INC. II IRRIGATION LINE AND ALL OTHER EXISTING UTILITIES. CONSULTING ENGINEERS I 748 Whalers Way 7. ALL IRRIGATION LINES SHALL BE CONSTRUCTED TO Suite 200 Fort Collins 80525 THE SAME STANDARDS AND SPECIFICATIONS AS THE Phonoe�rado 970.226 0557 CITY OF FORT COLLINS WATERLINES. JOB NO. I I I \ 1230.0005.00 8. ALL IMPROVEMENTS SHALL CONFORM TO THE MOST CURRENT CITY OF FORT COLLINS CONSTRUCTION SCALE SPECIFICATIONS. 1" = 100' Z 9. REFER TO SHEET 18 FOR IRRIGATION LINE LAYOUT DATE NOVEMBER 2024 FOR THE EXISTING WELLS. SHEET 100 0 100 200 10. REFER TO SHEETS 11-17 FOR MONTAVA IRRIGATION 9of 37 LATERAL PLAN & PROFILES. scale 1"=100' feet RICHARDS LAKE ROAD z O H cf) IL z Of O U N w Lv COUNTRY CLUB ROAD [if z 7 z c w o � C3 Q z � MOUNTAIN VISTA DRIVE KEY MAP DRAWN RFB N.T.S. ' c I V. IT.J. CHECKED / , \ JFS DESIGNED RFB / FILENAME QO , 0005_STORM PLAN & PROFILES W, / pO L/c SEE SHEET 22 FOR NON-POT OUTLET POND DETAIL F ' /ONAL ECG` INLET-P1A (AREA INLET) / STA. 10+11.02 I SEE MONTAVA PHASE D FOR \\ STORM INFRASTRUCTURE DESIGN / / CUSTOM VAULT-P1A (5'x5') so 4991 4990 4989 4g8e �s8� R9 A9�2 STA. 10+00 \o A99�,49g3 4992 86 R98 S002�S0 S R`9d 07 x ' 1 Z MONTAVA PHASE D - \ \ CIO CIO cc a. 06 O z � a � J Z a. O z � 5010 5010 a > O a F_ 5005 11.02 L.F. 5005 Z _ S=0.50% O PROPOSED 18" RCP GRADE EXISTING GRADE 5000 5000 4995 4995 It I 4990 iO U-) 4990 x w ^.. v 3 J 0)v Q �Cn z 1N a o � w II rn 4985 "' rn d' Q N TST, INC. p p II Q � II 4985 CONSULTING ENGINEERS +O II (� 748 Whalers Way LO H F- Suite 200 Fort Collins O II z O 0 0 0 Colorado 80525 Phone: 970.226.0557 4980 V w FE z I z z N z 4980 JOB NO. 1230.0005.00 9+50 10+00 11+00 SCALE 50 0 50 100 DATE NOVEMBER 2024 scale HORIZ: 1"=50' feet SHEET VERT: 1"=5' 10of37 RICH LAKE ROAD Z O H (n a_ Z D_ O 0 COUNTRY CLUB ROAD ; p Ld 0 I j-0oMo Z c�mm—op _ w I ;Orr,MOD _ _ __ _ _ G7 Z O 0 V OC — r _� - MOUNTAIN VISTA DRIVE - - _ :- �- - --- rrl �W Z F1 -- - - - . --- . - . _ • - - _- KEY MAP N.T.S. C � \ 5O DRAWN RFB 5006 CHECKED p05 IMH-1C JFS IMH-16 -S005— — - STA. 20+85.69 — — — — DESIGNED - — - - - - - - - - - - - - - - - ° s STA. 10+85.69 - - - - - - - - - - - - - - - - - - - - - - - - RFB D — id � � -� — — •500� ����r� ��'� - - - - - - - - - - - - - - - - - - - STA. 15+85.69 \ A j - - - - - - mOO 16+00 17+00 19+ 20 _ 21+00 22+0 FILENAME11+00 12+00 13+00 0 14+00 15+00 + — — — — _ _ — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — _ - _ - - - 0005-MONTAVA IRRIGATION LATERAL 5004 �t PVO L/C o vo�O �PN•••�JP�, �� "° „', INV. OUT = 4995.00' l tl \PROP. TYPE L, 4.5'X6.0' RIPRAP AN\ \j LLJ W PAD AT BASE OF ROCK WALL \ \ LiJ Q� Fob ••��' EX. 30 \ I S�ONAL UE (� CY I, \ w NOTES a \ EX. 21" SANITARY MAIN (BOXELDER) , J \\ \\ - 1. ALL HDPE PIPE AND RCP SHALL BE I I \ \ WATERTIGHT AT MANHOLES AND \ JOINTS. 1 EX. 12" ABANDONED SANITARY MAIN (BOXELDER) \ / 2. WSSC CONNECTION GATE: RUBICON \ \ \ ✓ PIKOMETER PM-450-2400, SEE \ ✓ DETAIL SHEET 23 3. NPIC CONNECTION GATE. RUBICON PIKOMETER PM-450-1400, SEE z O DETAIL SHEET 23 I � -- \ 1 _ a �c co10, (L J 5015 5015 2 MONTAVA IRRIGATION LATERAL D Z O 5010 5010 O a PROPOSED — GRADE 1 EXISTING Z 5005 — GRADE 5005 O — - - - - - - _ - - - - - - - - - _ - - - - - - - - _ _ - - _ - - - -- - z a H H L HGL N > GL aNGL 5000 5000 LL z 85.69 L.F. LLJ Z O S=0.30% = 49954995 18" HDPE O -500.00 L.F. 500.00 L.F. S=0.30% W S=0.30% 18" HDPE W 18" HDPE 4990 w 4990 N Q CO U') I� rn 1 c M N U) 0000 (6 Z 0) 0) °' II ~ � II ~ •4985 >aK � � 4985 - 00� orn Z � r o Nm 00000 000- p II II O + - O + o+ �+ co X ~ OI QO Q w QO � m v7L- ,- IIz0 � � — p ? 1 O � � N �10 I x I I Q I Q (nQ 2a � > > 2 J 2 J Qm > > Qm > 4980 LL_ Uj) � V) _7= z - � U) Fr z � -, U) E ? ? 4980 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 ZJOB NO. 1230.0005.00 SCALH: 1"=50'; V:1"=5' DATE 50 0 50 100 NOVEMBER 2024 N p scale HORIZ: 1"=50' feet SHEET N VERT: 1"=5' 11 of 37 RICH ARDS LAKE ROAD x x X x x x x x� x x x .x x� � x x x xx I x x x x x x x —x x x x _ (n o �� �� 55 `�� J JS JS —SJ SJ JJ LD z Of —SS— Lht S SS SS _. _ _ _ '� / couNTRY clue RDAD > o I II' Ld op m —� Z z — — — — — — — FUTURE N0. 8 DITCH DIVERSION 0)GOor �-i LLJ Q 0 i \ MOUNTAIN VISTA DRIVE IMH-1 D IMH-1 E \ KEYTMAP m \ _ STA. 25+85.69 \ \ STA. 30+85.69 DRAWN - - - - - - - — — —— — — — — � - - - - - - - - - - - - - — — — - - - - - - RFB — — — — — — — RIB — 31+00 3 co 2+00 33+00 4+22+00 2 +00 24+00 2500 26+00 27+00 28+00 29+00 30+00 - - - - — — — — — — — — — — — — — — — + — — — — —— — - - — — — — — — — — 00 JFS \ - - - - - - - - - - - - - -O N - - - - - _ O DESIGNED O O hO � RFBLJ W w 1 w FILENAME 0005-IONTAVA IRRIGATION LATERAL cn 1 r / cn W / Pp0 L/C w •.....• Ld Cn TRACT MM / � Qt�, 0� •��� I ' DE, UE, o�F •. �� ••...•• G FUTURE DEVELOPMENT NAL NOTES 1. ALL HDPE PIPE AND RCP SHALL BE WATERTIGHT AT MANHOLES AND JOINTS. 2. WSSC CONNECTION GATE: RUBICON / / / / PIKOMETER PM-450-2400, SEE / DETAIL SHEET 23 3. NPIC CONNECTION GATE: RUBICON PIKOMETER PM-450-1400, SEE Z O / / DETAIL SHEET 23 O Q 5020 5020 w MONTAVA IRRIGATION LATERAL - c EXISTING — GRADE' _ 5015 - -- 5015 Z FUTURE NO. 8 DITCH DIVERSION - D - - (L O 5010 OF — — HGL 5010 O 0. 0 — — — mono 500.00 L.F. � _ — — — S=1.00% ir _ _ - - - - - 18" HDPE Z Cc 5005 � _ _ — _ - - - - - - - - 5005 O - H(j1- HGL HG W HGL 5 0 L.F. > Q 00.0 5 W S=1.71% 000 W _ 1a" HDPE W 5000 Z Z LLJ 500.00 L.F. qj W O L_LJ S=0.30% 18" HDPE � 4995 4995 4990 - 4990 v (0 rI o � 00 ter; � 0) A� o 4985 'a c° °' 0) ,a t° ' . o `n 4985 000oo0 � II apo�0 � � II 'q- + 0 II d + 0 II � u70 WOE D NIIz0 � MIIz0 4980 � V) z m V) Of z z 4980 21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50 TST, INC CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 Z JOB NO. 1230.0005.00 SCALH: 1"=50'; V:1"=5' DATE 50 0 50 100 NOVEMBER 2024 N p scale HORIZ: 1"=50' feet SHEET N VERT: 1"=5' 12 of 37 RICHARDS LAKE ROAD Z O H (n 0_ z Of O COUNTRY CLUB ROAD ; p w 0 z I \ \ \ \ W I o \ \ W _ Q \ col \ \ \ \ \ \ \ MOUNTAIN VISTA DRIVE 111 _ _ ` _ _ _ \ - _ KEY MAP r\ 7 I \ --- —— — Sot °S DRAWN RFB 9 ` CHECKED wl _ 00 O) - � \ \ \w - - w — — \ - - - - - - - _. rrra— w 0- - — JFS -- o--o a — — — ;nr — — — — — — — —Wni J--- - / o o — — JpL �nl — W �L _ �nr �L — — w RICHARDS LAKE J ROAD FITZSIMONS WELL\ — DESIGNED -�w�-WI H� � \ � �� �� �„ 3 _ ; - J - - -- - RFB —3 FILENAME — H 0 I�0 H 0 H H 0— - ]-H �0H ' STA. 44+86.42 \ z Q HO_—MHO� �]H0- H� NO \H�� 0 HO Hfl H0 �I0 H0 NO H0 0005�IONTAVA IRRIGATION LATERAL _ ` S 4 HC- ;U- -MHO 5_ sots �_ _ � �� T \ �so3 \ so4o ° -- _ - — — — _ - - - - - 22.5° BEND W/MRJ - - — 7 G- so -- 026_ 0 104' — — — / \ \ \ —5 ,503 5034 035 36- `�\ — IMH-1H - - - - - - - - - - - � � p0 L/ 025_ - s 3 - - -I — STA. 45+30.21 P......C L / , IMH-1F — — �s 032 ,\ \ \ \ I — o- �J O,.• 5024 031\ .-►� L—� - - - - - - - - - - - - - - O�. PN p\- I� I I No. 8 OUTLET STA. 35+85.69 - -�S- \ \ \ -`� W V�•�� QQ�O�G�O\� DIVIDE CANAL - - - �023- - - - - - - - - -DITCH 75 IF I ` - - - - - - - — — — — °30� —\\— \� — � — , - - - - - - J O p 46+00 47+00(/) RESERVOIR CO o O w ? Xoo / ) w\ G G S DEED, BK 187, 36+00 37+00 \38+00 N z 39+00 40+00 41+00 42+00 43+00 44+00 — — _ — v , �- - - - - —� — — — — — — — — — — — } — — — — — — — — — — — — — — PG7Q AND BK � - - - - - - - - - - - - - - - - - - - - \ — \ -S°2 - 9- \ - - ., IMH-1G � Loc> W �Q� .•'G�� wLLJ \ 1871 PG 178 ` i I _5p22 S 8 \ STA. 41+85.84 - - W S�®NAL E� \ - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - \ NOTES 5021- \ 1. ALL HDPE PIPE AND RCP SHALL BE1 °2s WATERTIGHT AT MANHOLES AND + TRACT MM I JOINTS. s0 DE, UE, \ \ I II I I I \ 1 5020 \ So \ \ \ \ FUTURE DEVELOPMENT \ 2. WSSC CONNECTION GATE: RUBICON X I I I I \ 23 \ \ PIKOMETER PM-450-2400, SEE II I I \ \ \ \ \ \ \ DETAIL SHEET 23 \- - - - - - - - - - - - - - - - - - -\- - - - - - - - - - - - - - -,--= 3. NPIC CONNECTION GATE: RUBICON PIKOMETER PM-450-1400, SEE Z 5045 5045 DETAIL SHEET 23 O J F a MONTAVA IRRIGATION LATERAL Q - W EXISTING �/� GRADE co 5040 5040 � J - Z FITZSIMONS D O 5035 WELLS 1 & 2 10" 5035 PVC PIPE O Q 0 5030 5030 1 cc O — N Z Q 5025 y 5025 Q w _ — — w > w - - - w Q Z c= — c=n Z O 5020 5020 O LJ LJ LJ Ld (n (n GL HGL 5015Hri HGL HGLGL— 5015 300.58 L.F. 43. 0. L.F. v S=0.30% S=0.30% 600.15 L.F. 18" HDPE S=0.30% a 18" HDPE 5010 5010 A 18" HDPE o w. w z .. w N 0) NC� O � C14 O \ N� � I, L6 O 5005 (° o O C° Oo o o 5005 CO 60 ai `no oo II � � � II + 0 II II w qd-, C° U) U-) II 0 r � II Z Z O m II = � II z 0 = Q � > > = a � > > > In Q> = Q � > > TST, INC 5000 j z z � z z z N N z N z z 5000 CONSULTING ENGINEERS 748 Whalers Way 34+50 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0005.00 SCALH: 1"=50'; V:1"=5' DATE 50 0 50 100 NOVEMBER 2024 N p scale HORIZ: 1"=50' feet SHEET N VERT: 1"=5' 13 of 37 RICH LAKE ROAD Z O H (n a_ Z Of O COUNTRY CLUB ROAD ; p Ld r \ IW— _ MOUNTAIN VISTA DRIVE —J- `J J `J J J `J `J `J `J `J —00 - _ 1L _ W _ W _ W �1L o,� o_ -� WSW W ,�, =W —W_ _ _ _ KEY MAP m 0 - RICHARDS LAKE ROAD-3 DRAWN W - W - W W W W W W W 3-1 H H - — RFB HO HHO MHO MHO MHO MHO H HOHHO IHO MHO IO HO HO HO HH0 HHO IHO IIHO HHO MHO HHO HHO IHO HHO O CHECKED_ - - - - - -i - - - - - - - - - - / - - - - - - / T -- \ T) JFS — — — — — — — — — — — — — — — — — — — — ? - - - - - - - - - IMH-11 — - - _— — _- - - - —— - - - - _— - - - -- — — — — — — —— — — — — — —k\ DESIGNED — — — — — — — — — — — — — — — — — — STA. 50+25.08 \ ci RFB STA. 55+25.08 m o W FILENAME \ w w 0005�ulONTAVA IRRIGATION LATERAL W 47+00 48+00 49+00 50+00 51+00 �52+00 53+00 54+00 55+00 56+00 � -\ O W 57+00 58+00 59+00 n J w \ N V ono pFtP ro �.... LJJ ti��Q�GeG \ \ W moo: I TRACT MM o `r0 ��' \\ UNPLATTED ��Fp .•'��� DE, UE, o \ NE COR. S32, T8N, R68W $ S�ONAl- NOTES FUTURE DEVELOPMENT ` \ \\ 1 \ \ \ 1. ALL HDPE PIPE AND RCP SHALL BE - - - - - - - - - - - - - - -� - - - -\ - - - - \- - - - -I\ \\ - WATERTIGHT AT MANHOLES AND \ \ \ \ JOINTS. \ 2. WSSC CONNECTION GATE: RUBICON PIKOMETER PM-450-2400, SEE DETAIL SHEET 23 3. NPIC CONNECTION GATE: RUBICON PIKOMETER PM-450-1400, SEE z DETAIL SHEET 23 0 _ J F a 5040 5040 Q - - - - - - - - - - - - -_ _ MONTAVA IRRIGATION LATERAL ~ W Q co 5035 5035 z o 5030 - - - - - - _ - EXISTING 5030 Q _ GRADE — — o 0 I cc 5025 T) 5025 cc z Q Q > w LiQ 5020 LL_I HGLHUL W 5020 > V / - GL FiG V ) GL HGL HGL LI HGL GL HGL 477.78 L.F. Z o 5015 LLJ 500.00 L.F. S=0.31% W o S=0.30% 18" HDPE Ljj 494.87 L.F. 18" HDPE 5015 S=0.30% 18" HDPE 5010 5010 v N N N 00 N 00 00 I, O O 00 I� 00 O 5005 o `� a 0 - o `n 5005 N Ono IC) II 00NN `n II + O II - + O II IIZO i Lr) Ilz0 5000 N Z z N z z 5000 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0005.00 SCALH: 1"=50'; V:1"=5' DATE 50 0 50 100 NOVEMBER 2024 N O scale HORIZ: 1"=50' feet SHEET N VERT: 1"=5' 14 of 37 RICH LAKE ROAD Z O 1- Z D_ O LLJ COUNTRY CLUB ROAD L J p - _ - - - -_ � -- - - _-- - - - - -2 �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - �i -- - - - - - - - - - 1 6 _ � =50 y _ �� — — G _ o 26 � O I o 502 — — 5028502� G 5033—w —5027— y� SO_ �� _ �_ W - -N,; - _ - - TIE TO EX. 15" CONCRETE IRR. LATERAL- — —N w V 28 N °�° 0rCL �; 5p30 50�1 5��� (�� F03A'/ _0 i —\���; S'-- � o -0-w=- - N. GIDDINGS ROAD - - - _ - - T \ EX. 15" IRR. PIPE- IMH-1L �5 MOUNTAIN VISTA DRIVE w w— �. - -w KEY MAP - o W W W W - � STA. 65+93.66 W W �, ,,' - \ � -W W� ` %- -HYDRODYNAMIC SEPARATOR, -W- \w�- �' - N.T.S. SEE DETAIL SHEET 22 -.n, w w w- i w -w- wi- ;�� I vv I w c �� - -_ W i �—V - _ — DRAWN RFB U /I C� - - - - - - - - - - - - — W i / �< CHECKED O - - - - - - - - - - - - � — - - - - - — JFS Z - - - - - - - 65+00 DESIGNED / y O 1 I I + 61+00 � U) 62+00 63+00 64+00 / /, RFB 0 �' - - - - - - - -- m — — — - - - I M H-1 K FILENAME 50 UE STA. 65+02.86 0005-ulONTAVA IRRIGATION LATERAL Y / � BY SEP. DOC. SPLITTING STRUCTURE m o ' STA. 65+49.75 / / �POO•6. L/C Q UNPLATTED I I II NE COR. S32, T8N, R68W SEE SHEET 21 FOR SPLITTER o I II I STRUCTURE DETAIL II • o + / SEE SHEET 16 FOR PLAN & PROFILE /// / QO�� •••••••.:G\�� � I // S�ONAL E� 100' ROW ji* I �� II I �UT 84' c ROW ho °�� °,��' ��/ NOTES 711 h 1. ALL HDPE PIPE AND RCP SHALL BE z I / WATERTIGHT AT MANHOLES AND JOINTS. SEE SHEET 14 2 PIKOM TOERNPM- 50G 2400,ATE: RSEEON DETAIL SHEET 23 3. NPIC CONNECTION GATE: RUBICON PIKOMETER PM-450-1400, SEE Z DETAIL SHEET 23 O _ J F a a oc F- w 5040 5040 co F- M ON TAVA IRRIGATION LATERAL (L J � Z 5035 5035 O 43.91 L.F. S=1.18% O 24" RCP 0 5030 5030 EXISTING \ Z GRADE — — H O _ 5025 5025 > GL — a a H 9g L.F• a W L 4S.2.A Ar% Z 5020 LJ 18„ HOPE 5020 ~ O _ 500.00 L.F. Z S=0.93% O Ltd - 18 HDPE 5015 LLJ 5015 5010 5010 A N 5005 0 5005 a vo O � �-� .. � u7 v W O d- a. p- U-) � O K) fn N O O 't -C14U 0) 0 � d- OLO rcZQ co oII N L - ° rnNU) N? o � =00 0D n -& H (D II 04 TST, INC.5000 o 0 0 5000 O N `T -� - 0 CONSULTING ENGINEERS 04 I 0DO n C4 + d + 0 -CD + 0 O + 0II WhalersV 0 O � U) Z U) U-) Suite 200 Fort Collins O Y O Colorado 805250 O -� 00 I Q I - 2 Q Phone: 970.226.0557 = Z� � Z � � � Z Z -(n (n � Z Z Z — � (n � Z Z JOB N0. 4995 - - 4995 1230.0005.00 Q 58+50 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 SCALH: 1"-50'; V:1"-5' DATE 50 0 50 100 NOVEMBER 2024 N 0 scale HORIZ: 1"=50' feet SHEET N VERT: 1"=5' 15 of 37 A 0 U = Z O E- E. COUNTY ROAD 56 (n a B Z U O N (n W 5 W w 0 VIEWPORT A VIEWPORT B VIEWPORT C DRAWN RFB � CHECKED E R DITCH I \`NJ �I^�� I S\ , \ \ JFS Oqp <n f u� I "r, \ '� �� E. DOUGLAS ROAD DESIGNED RFB A� �� . EX. DITCH �\ \ J FILENAME G/i \� �\ � � � � � � V � � � � 0005-ulONTAVA IRRIGATION LATERAL ROAD r _ 5027 Vj WSSC HEADWALL STRUCTURE �� //� - I o� _ 502 ______- NPIC HEADWALL STRUCTURE W RUBICON PIKOMETER-NOTE 2 �/� �{ I I `� Q w \\ \� \ \ �� _ _ — 8 — — - �,\�� G r j (W/ RUBICON PIKOMETER - NOTE 3) ( ) t� ��- I �� \ \ — 5029 Q Fps STA. 10+57.95 j Q � � � \ � � _ — _ � .• I STA. 10+25.09 J _ NAL /° Mo O I x IMH-1 K \ EX. 15" CONCRETE CHARN L \ —s03p� — �O 1 v PROP. 4.5'X5.0' D50 RIPRAP PAD �� °���°�/ i ,�� • Q \ \ ` -5 �( SEE STRUCTURAL PLANS //`U� STA. 65+02.86 �- �\\ \\ �\ ` \ =- o c u SHEET 35 S9 FOR DETAILS 1 I SEX. 15" INVERTED SIPHON., NPIC - FES �e�° %,j, Q 12+o y11+oo �� 10+00 - r /�Ijl, I JUNCTION STRUCTURE SPLITTING STRUCTURE \ °33 v ---- STA. 10+00 - �I11 I ;ll s, X STA. 10+00 STA. 12+27.98 - 1 (()IIlrl( SEE SHEET 21 FOR SPLITTER - \ Q `� ` �l`� ✓ I rn STRUCTURE DETAIL ` \�J o S wcNARDs LAKE ROAD = I 1 I �, / I o �� \ � 4 \ oa v n - I / I x I \ • \ � oz ' \ �, J, I' LOI STA. 11+39.91 w \\ TIE TO EX. 15 IRRIGATION LATERAL / \ C Q PROP. 30' UE 0 BY SEP. DOC. s, _ �_ 3� �" A� — o �� COUNTRY CLUB ROAD fi� F- w SEE SHEET 17 I co F- (L J ° D Z z 0 MOUNTAIN VISTA DRIVE KEY MAP 0 a N.T.S. (L 0 I cc Z 0 - z a NOTES a > � a 1. ALL HDPE PIPE AND RCP SHALL BE 5120 5120 5040 5040 WATERTIGHT AT MANHOLES AND a Z JOINTS. F- O M ON TAVA IRRIGATION LATERAL M ON TAVA IRRIGATION LATERAL 2. WSSC CONNECTION GATE: RUBICON z PIKOMETER PM-450-2400, SEE 0 WSSC CONNECTION NPIC CONNECTION DETAIL SHEET 23 5125 5125 5115 5115 5035 - 5035 3. NPIC CONNECTION GATE: RUBICON M O N TA VA IRRIGATION EXISTING GRAD-88.06 L.%F• GRAD E EXISTING DETAPIKOML SHEET ETER M 2350-1400, SEE LATERAL NPIC GRADE PROPOSED __] 18" HDPE � GRADE / c 5120 CONNECTION5120 5110 5110 5030 5030 57.95 L.F. EXISTING S=0.37% 5115 25.09 L.F. GRADE 5115 5105 18" RCP 5105 5025 5025 S=6.96% 139.91 L.F. 18" RCP S=1.22% EX. 15" CMP w Q 5110 5110 5100 � 5100 5020 0 5020 v0 ,,, u7 N w w F TST, INC. ` W 3 Z v W V) Q CONSULTING ENGINEERS U-) LO 0 748 Whalers Way V) 0 - _ � O Suite 200 Fort Collins N 80525 J O U t\ OC14 0-0) N N Phonelor970.226 0557 5105 N J rn 5105 5095 3 N of 0 N N 5095 5015 rn � O `� `� rn CO 5015 N QO a0 r-: �' 00 O C�1 3 `n pr L0 II - cnoa? L v7 II � nu7 II II � allo JOB No. w o o N Q u7 0 0 o N �`� n 1230.0005.00 +u7 W + W + Z + II II Z N u7 II I-- W + LO SCALE Q I O = O 20 00 Z Z = Z = _ �, ,� , I II U III U II - - 0 II - 0 0 II H: 1 =50 ; V:1 =5 a � v) > 0 � � » > �11 � � > » wig 5100 Z U)? Z N 5100 5090 3 0 E Z 07 E Z Z Z 5090 5010 V) cn E z z z F mOf 5010 50 0 50 100 DATE NOVEMBER 2024 0 9+00 10+00 11+00 12+00 11+00 10+00 9+50 13+00 12+00 11+00 10+00 9+50 scale HORIZ: 1"=50' feet SHEET N VERT: 1"=5' 16 of 37 0 z B U = Z O H E. COUNTY ROAD 56 (n a_ Z a' O C/-) w Ld w 0 I _ _ -t o / 0 —� \ DRAWN RFB CHECKED JFS WSSC WATER DITCH E. DOUGLAS ROAD DESIGNED j II RFB !\ I\��� SEE STRUCTURAL PLANS �� v��� _ J�\ �I \ \ — 1 6.0'X8.0' TYPE L SHEET 36(S9) FOR DETAILS � �\ \ I FILENAME RIPRAP PAD =-�V\ I ( \ Cp 0005-ulONTAVA IRRIGATION LATERAL 5130 24 CONCRETE FES W TOE WALL y STA. 10+00 \\.��!\1��� �� 5105 \� \ PDO•Up p ��--fr� C �� \ �\ � Zvi "�. \ m • 6 F -o \ 5109. — — C. o� _ _ 51o5\T \�� -- Sig \ \\ Q�- O� • 4,� 5t, — — — — — - - \ \sue � Q�\`� -� �\\ \\s\ �\ •••••••.�G�� cn _ III: \ �- \ 1=- S�ONAL 14 0 1 +00 11+00 IT1 — -12+00- 13+00 .�'� + 0 15+00 16+0 � -� — P_ I (� x—� x — x x 5111 x x x - _� 1 00 \ \� ��r , 55 l L - - - - - - - o � - - - - - _ = - - - - - - - - - - - - STA. 16+14.76 �- o _ \ m m 1'--s770� S,J 11.25° BEND W/MRJ & TB STA. 17+26.78 O I x0 < \ o JUNCTION STRUCTURE \ 111.25* BEND W/MRJ & TB \ L 1 I I Z STA. 12+37.74 RICHARDS\S,O LacE ROAD — _ 1 / J 1 5111 f'( I \ — STA. 18+27.95 \ �9 \ 1 / 511I I Do J \ 11.25' BEND W/MRJ & TB \ Xo \ I 5110cn 0 0 I - STA. 19+07.36 B Q 1 Ex. IEOP I \ 11.25' BEND W/MRJ 1 0 J TIE TO EX. 18" IRR. PIPE I — \ STA. 19+62.97 COUNTRY CLUB ROAD a +' co z (L J z � z O MOUNTAIN VISTA DRIVE KEY MAP O a N.T.S. 5120 5120 1 M ON TAVA IRRIGATION LATERAL O z a 5115 5115 NOTES a > _ MATCH INV. OF PIPE TO DITCH BOTTOM 1. ALL HDPE PIPE AND RCP SHALL BE PROPOSED FROM STA. 17+26.78-19+62.97 WATERTIGHT AT MANHOLES AND a z GRADE - - JOINTS. F O 2. WSSC CONNECTION GATE: RUBICON 5110 EXISTING 5110 PIKOMETER PM-450-2400, SEE O GRADE OK - - - - - DETAIL SHEET 23 cL 3. NPIC CONNECTION GATE: RUBICON 5105 - - - _ _ cL GL 101.16 L.F. 79.41 L.F. 55.61 L.F. 5105 PIKOMETER PM-450-1400, SEE - - 112.02 L.F. S=0.02% S=0.58% DETAIL SHEET 23 377.02 L.F. S=0.24% S=0.35% 18" HDPE 5=1.04% 18" HDPE 18" HDPE 1-- 18" HDPE 237.74 L.F. 18" HDPE w 5100 S=0.30% 24" HDPE 5100 o '� to F C/) UJI w ^ � w LL 0 N :2 _ n 5095Uj o 0 0 "� 3 co rn 3 �,N 3 I� $0 � rn N n 5095 0 3 0� a r i o `n `n II z �� z N�10- z No zoo X o II Z + z o w +I w + n In o + n O w O (0 mI- m00 m 0) Z O 600 - II U � � II ? ? O - II LO in - Il . - II in - Il Om _ 110 R ¢j Z � Q � > > > C a C Q N Qj N Qj w . Qaj � \ F- Dam _ � r � r � � ,- 1- Ingo TST, INC. 5090 N 3 N z � V) E Z Z Z w z z N z (n z i= - cn F- z 5090 CONSULTING ENGINEERS _r I — I— — I _+ L — I — 748 Whalers Way 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 ZJOB NO. 1230.0005.00 SCALE H: 1"=50'; V:1"=5' DATE 50 0 50 100 NOVEMBER 2024 N 0 scale HORIZ: 1"=50' feet SHEET N VERT: 1"=5' 17 of 37 z 0 Q 00 FITZSIMONS WELL > J U) LEGEND O N0. 2 FTTZSIMONS WELL Q Q r z o z NO. 1 zwU V) /� o < Z BACHMAYR WELL IRRIGATION CHANNELS IN 5; o ♦ 2 � z � NO. 4 - - - - - - -mffinp - - �-�- WSSC DELIVERY LINE - - - - - - - - - - - - - - THE AREA w BACHMAYR WELL PUMP STATION NO. 5 I I 4 �► FARM PUMP HOUSE SPLITTING STRUCTURE METER & FLOW NOT CONNECTED TO METERING DEVISE CONTROL GATES IRRIGATION MAIN) Li / SEPARATES WSSC & MONTAVA IRRIGATION o NPIC WATER y MAIN - WEST SPLITTING STRUCTURE METER & FLOW MONTAVA IRRIGATION C0 I I I NP/C CONTROL GATES I I MAIN - EAST DRAWN SEPARATES S D MAT & FARM POND FLOWS NE � MONTAVA IRRIGATION CHECKED MAIN - FARM MAT DESIGNED CRESCENT PUMP HOUSE I I MAT * I PARK (FC) I PSD \ I — (EAST POND) I I �_ MONTAVA WELL FILENAME METER METERED SUPPLY LINE Non-Pot Map / WELL SUPPLY PSD ELEM( ) % METERED NPIC SUPPLY �-� �PpO•L/c ALBERTSON WELLS NO. 10-12 Q�Q••• I I MONTAVA WEST POND WELL I„ I I (WITH METERING VAULT) PORTNER WELL I (APPROX. LOCATION) ( I I I P N0. 1 r� � \�G PUMP HOUSE (RELOCATED) (WEST POND NEW MONTAVA WELL PORTNER: WELLS NO. 1 & 2 Q �Q� �Q'� �G� (APPROX. LOCATION) - - - - - - - - - - - - - - - - (WITH METERING VAULT) •••••••. PORTNER WELL - — - — - — — -— -_ — �/ S/ONA- NO. 2 /" LIzz C (RELOCATED) �—� KLUVER PS: WELL N0. 2 KLUVER PS 1: WELL NO. 1 I �_ I I I (WITH METERING VAULT) (RELOCATED) FORT COLLINS PARK KLUVER PS 1: BACHMAYER WELLS NO. 4 & 5 WELL NO. 2 L� I I ;, `� (WITH METERING VAULT) (RELOCATED) FITZSIMONS WELLS NO. 1 & 2 (WITH METERING VAULT) �I KLUVER PS 1: WELLS NO. 1 & 2 >, T 1• I I (WITH METERING VAULT) Q i L _ / KLUVER PS 5: WELLS NO. 1 & 2 Q ( I (WITH METERING VAULT) r KLUVER PS: -/ •�� WELL NO. 2 KLUVER WELL D W WITH METERING VAULT - ♦ v C0 - - - - - - - - - - — - - - - - _ - - ROAD_ - - - -- - - - - - , - - - - —'— -- - - Non-Pot Irrigation Pond O '•. I I I C/� KLUVER PS ` l `� �C I ' ` 0.`� KLUVER WELL ALBERTSON WELL i WELL NO. 1 KLUVER PS 5: � NO. 12 �� �� I 1 WELL NO. 2 .�....� FC PARK z I I ALBERTSON WELL / ♦ I O NO. 11 ' 1 O ALBERTSON WELL % PSD SCHOOL Z N0. 10 �`� Q O I I I SECTION LINE - - > Z I I Q i"�♦ Z / Q I I WELL DECREE RADIUS H co b -Mow wF�O 500 0 500 1000 scale 1"=500' feet TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0005.00 SCALE 1" = 500' DATE NOVEMBER 2024 SHEET 18 of 37 STA. 12+30.40 (OUTLET-01) : .::..:.: /////// �•� %/ / I , STA. 10+00.00 (PSD CONNECTION) .:;. PROP. SAND & OIL INTERCEPTOR � ° 18"x18" TEE PROP. 5.0' SOFT SURFACE TRAIL-REFER I OUTLET-01 ;- ` STA. 10+05.39 / TO PHASE D PLAN SET FOR DETAIL I ` C6.0 / 66 LF 18A PVC 18"x8� REDUCER W/MRJ 1 18 X18 TEE I I a W 36"X18" REDUCER :; , °�a°Cr o� h _ 20 LF 8 PVC / / / I STUB FOR CONNECTION I a o ory� o / k 2-18 X36 PUMP SCREENS WET WELL INTAKE TO PHASE G & E a°oo aoo°� STA. 10+20.13 YARDNEY CW3500 - I �1 °`aoo `' o°ti - ` STA. 11+57.50 �� = - ° I ;:� I -< ,� ,;:y h _ 45 BEND W/MRJ & TB STA. 10+00o STA. 11+64.79 : .•` - / - 6 LF 36 PVC I 45 BEND W MRJ 11 LF 8 PVC / cn '.- � � TA. 31. � zo I I �I 1�p-}- 37 \ ;�' �\ 10+00 / � 36 BUTTERFLY VALVE & STEM RISER 17 LF 18 PVC , 12+00 -I I `' \��� �"� CONNECT TO PROP. OUTLET STRUCTURE w 8.0' MANHOLE 45 BEND W/MRJ & TB ®/ o I <I. 0 I STA. +47.55 _-___---- 1-8" FLAP VALVE w STA. 11+01.97 = - - 9 I rr L /PSD CONNECTION bt;a,:...:,. Nilg I I 45' BEND W/MRJ I ,� -I _. � � p I� 1 " PVC I o FI L _ STA. 10+56.61 y LF 8 1. _ O�Qva11+00 � I 35 PVC .-.: �. w � -; - -43 LF 18 PVC =� �I ii --� o "-° - 18"x18" TEE a 18"X12" REDUCER H _ I " o 7 LF 18 PVC i e " 12 GTV W/ STUB AND CAP (W) I Ili J °_.8 GTV AND STUB FOR FUTURE / N 1101 �� _ I I, --_ , STA. 10+00 I STA. 10+98.17 'L===---- -- — - i + o / oX 18" GTV (E) a w 1cA c0 5 - PHASES (INCLUDING PSD) / o o�' I - I 18 x18 TEE W MRJ 45 BEND W MRJ s ti _� T<-- : w f / / " STA. 11+04.87 - i Q 18 X12 REDUCER W -::-. • . ( ) - STA 10+0 �j , , . . o :, .. :.:..:..::....... :..... ..::..•.: .. 45 BEND W MRJ 5 LF 8 PVC a < a 4.90 FUTURE SKID & OUTLET PIPE LOCATION 12 GTV W STUB AND CAP W �0+00 45' BEND W/MRJ FOR PARKS DEPARTMENT PUMP STATION i i i / ( ) `9 1,8 PVC I ��X� 8 a ,. 38 LF 12 PVC y / " _. TV (E) a n a o c °» FERTIGATION ROOM STA. 10+18.76 ✓ m i II 14LF8 PVC PROP. 24 BUTTERFLY VALVE & PLUG FOR FUTURE ' �-• �-- � ,°-.- � a a m. < < a " " " SHARED WET WELL WITH PARKS _DEPARTMENT ; �� ° 1 e �4 14 PENETRATION THRU FLOOR SLAB 12 x8 TEE W/MRJ. r. 1-12" GTV (W) DRAWN ° � � STA. 12+44.87 `` 'F� RFB PROP. WET WELL FOR FUTURE L- __-- -E E EI ESE _ _ " PARKS DEPARTMENT PUMP STATION .,:�.' o {� CONNECTIONS TO 1 8 GTV N) PHASE D 1—12 PLUG A CHECKED DESIGNED RFB o / I / 30 30 60 �� FILENAME va E E` // / // 0005-NON-POT PLAN & PROFILES scale HORIZ: 1"=30' feet VERT: 1"=3' Pp0 L/� 5022 5022 30 0 30 60 v:• o ��p,N INTAKE-01 scale HORIZ: 1"=30' feet VERT: 1 =3 F ' s 5019 5019 5022 5022 S�ONAL� OUTLET-01 5016 5016 5019 5019 5013 PUMP HOUSE BUILDING 5013 5016 5016 Z 0 PUMP SKID Lu 5010 5010 5013 PUMP HOUSE BUILDING 5013 W � J CIO - LL PUMP SKID 0 5007 5007 5010 5010 0 D 50 0 50 100 0 Old 5004 PUMP HOUSE 5004 5007 5007 scale HORIZ: 1"=50' feet FINISHED FLOOR = 5003.50' - VERT: 1 =5 O Z PROPOSED GRADE 5005 5005 1 a. 5001 100 YR WSEL = 5001.00' 5001 5004 PROPOSED 5004 Z - - - - - - - - - - - - GRADE PROPOSED 0 GRADE � 0 EXISTING GRADE PUMP HOUSE EXISTING FINISHED FLOOR = 5003.50' SOOO - _ - - GRADE 5000 ---- ------------- --------------------- -------------------- --- -------------- 1 4998 4998 5001 Z-PIPE 5001 4.90 L.F. 13.86 L.F. > Z NON-POT HIGH WATER LEVEL = 4998.75 01 8 PVC $ PVC 0 - - -- - - - - - - - - -u . - - - - - EXISTING-,I4995 4995 Z GRADE C O 4995 4995 4998 4998 0 WET WELL (6.0'W x 15.0'L x 18" OUTLET PIPE (PVC) Fy 4990 4990 ' o � 4992 21.5o D) 4992 4995 `? 4995 00, o � � 4985 w 4985 37.84 L.F. 4989 4989 4992 4992 12" PVC WET WELL 3 (6.0'WX15.0'LX21.5' D) N v LOW WSEL = 4986.67' w Q 4980 � � � .-.c� 4980 ---- ------ ------ ------ 4986 4986 4989 �, 4989 3 0` 101.97 L.F. 55.53 L.F. o o x w o � w \ w x � °D S=0.00% S=0.00% CO � � m 3_ m - LO o � o N v " " �� 4975 a c�_o Ir\ � .�z CO�i \w ~ w 4975 36 PVC 36 PVC o Q-o _r 00 w 3 -0 0: TST� INC. Q z 3 o rn O1 p -cp z C9 �rn w e \ CONSULTING ENGINEERS 4983 4983 4986 Q 4986 J- w00 0 W x Suite Colorado Fort Collins +�H ¢-+mow > -_+� � � � � > -+� � �' 0 Y 748 Whalers Wa -O j 3 3 U II W �`_� II m LO -_� II c� � a II too ao � 00 Colorado 80525 vv v Z Q a Z 00-Q a dam- N -Q(L N 00 r N -Q a Phone: 970.226.0557 wQ i-oo I -�I I I HO I I I I I -HOao�N� JOB No. > � � x � m ., 4970 N~v `- N~ `- � 4970 BOTTOM. OF POND = 4982.00' �3 g D �~ � � � r � -�~ `-`�� `� 1230.0005.00 w r LO 0000 00 o m\w w r i r 0 KZ:4 -o rn m 0 9+50 10+00 11+00 11+50 SCALE 4980 -1 wrn rn rn 4980 4983 0 0 N \ ao \ � -r \ � 4983 VARIES = Wood d' o � w� \� 0)rn 00 3 rn 0 o w Q r_+0 II II + .* 0 o+� Z +� Z +� Z =+� Z NLj DATE NOVEMBER 2024 � m= 11zz � II � � �� Ilm � llm � IIm -- IIm � 00 F Q X Q d . Q . Q Q_ • Q Q_ • FI X SHEET o COH�» Q02 ..t "-% I-O � HO HO � HO � Qa 4977 00 '�N z Z 4977 4980 N o °° `.C14 cn~ `r- cn~ ~ `F -cn~ N 4980 19 of 37 9+60 10+20 10+80 11+40 9+60 10+20 10+80 11+40 12+00 12+60 4" PVC PUMP SKID FILTER FUTURE IRRIGATION LINE FOR PARKS DEPARTMENT BACKWASH LINE / o / SAND & OIL INTERCEPTOR, SEE SHEET 21 FOR DETAIL z 0 � w 4" SCHEDULE 80 PVC PUMP VARIABLE SPEED VERTICAL TURBINE PUMPS w SUCTION SCREEN BACKWASH LINE ROOF HATCH FOR PUMP CONCRETE SUPPORT SADDLES FOR INTAKE + PROPOSED STUB FOR FUTURE PSD CONNECTION MAINTENANCE FUTURE PARKS DEPARTMENT PUMP HOUSE p BUILDING. (DESIGNED BY OTHERS) PIPE SEE STRUCTURAL PLANS SHEETS 29(S2) & 32(S5) FOR DETAILS co PERSONNEL DOOR II I PROPOSED ROOM FOR FERTIGATION SYSTEM _ - -- WET WELL COVER TO PROTECT w 18" PVC OUTLET PIPE ----- --------------- ------------- AGAINST WEATHERING, SEE Q ^ OUTLET PIPE SLOPES THROUGH THE BUILDING SLAB TO N N \ 5' BURY DEPTH AND OUTLET BENEATH THE BUILDING ACCESS HATCH, RAILING AND LADDER, SEE STRUCTURAL PLANS SHEET 33(S6) 0! q FOUNDATION (SEE CROSS SECTION A-A FOR DETAILS) 20.00' � .. STRUCTURAL PLANS SHEET 33(S6) FOR DETAILS TRAFFIC BOLLARDS (X2), PARKS DEPARTMENT WET WELL m RAW WATER INTAKE SCREENS, SEE DETAIL SHEET 22 °� � � � . PERSONNEL DOOR ------- - ---- -- -- ----------- -----_.. SEE DETAIL TO THE RIGHT FERTIGATION ROOM i �i i DRAWN RFB 36" BUTTERFLY VALVE I oo 00; vn & 8' MANHOLE J rn o 0. o I CHECKED JFS w o ' CONTROL CABINET DESIGNED ° . --------- -a�.I RFB c -�'-----.- A/C UNIT -, -�- I e.. 4 .e. ° ° O _ .d :°a d a ..° .. A '41 G A-A - A-A ' v --------- e ------_'J FILENAME ---- _ ADD LADDER RUNGS TO PARKS 0005�UMP STATION DETAILS _ 33.00 DEPARTMENT WET WELL WALL 34.33' Z-PIPE CONNECTION TO 18" _ I _ I ' `�' OUTLET PIPE a 0 00.4 o�pDO•L/C oN e 24" INTAKE PIPE & PLUG FOR 1 i Q > 0 100-YR WSEL = 5001.00' e PARKS DEPARTMENT WET WELL °. . HIGH WSEL = 4998.75' •O��G GO�c�� ' e a 24" BUTTERFLY VALVE F,� •�cv 1 DAY DRAW DOWN = 4997.83 e Q �p� _ i I 20.00' 2 DAY DRAW DOWN = 4996.92' < . ° °. �0� •....•••�G�� ONAL o 3 DAY DRAW DOWN = 4996.00' S/ E DEPTH GAGE, SEE DETAIL SHEET 21 i i , , LOW WSEL = 4986.67 4.75 25 OF 24 INTAKE PIPE aD DIMENSIONS FOR BOTH WET WELLS w_I _ I I (6.0'X15.0'X21.5'), SEE STRUCTURAL PLANS SHEETS 29-31(S2-S4) FOR DETAILS PLAN VIEW DETAIL FUTURE IRRIGATION LINE FOR PARKS DEPARTMENT CROSS- SECTION B - B DETAIL 36" PVC INTAKE PIPE TRAFFIC BOLLARDS (X2) INVERT ELEV = 4983.67' O 4" SCHEDULE 80 PVC PUMP SKID 18" OUTLET PIPE FILTER BACKWASH LINE Co 14" Z-PIPE, SEE DETAIL TO THE RIGHT � J 36"X18" REDUCER CONCRETE SUPPORTS, SEE STRUCTURAL _ 0.5% MINIMUM SLOPE 14"0 PIPE PENETRATION THROUGH FLOOR 18"X18" PLANS SHEETS 29(S2) & 32(S5) FOR CIO TEE DETAILS 4: 1 PROPOSED RESERVOIR SLOPE AIR RELEASE BALL VALVE 1.25' LENGTH SECTION 18" PIPE CONNECTING PUMP SCREEN TO 18"X18" TEE (X2) W 4" SCHEDULE 80 PVC PUMP REMOVEABLE ROOF OPENING ABOVE PUMP SKID Q SUCTION SCREEN BACKWASH LINE MINIMUM 3' RADIUS 100-YR WSEL = 5001.00' PUMP SKID BETWEEN PUMP SCREENSa. z NON-POT HIGH WATER LEVEL = 4998.75' 4.75' STACKED STONE WALL. 8 00' SEE DETAIL SHEET 21 MH PERSONNEL DOOR YARDNEY CW3500 CLEARWATER 7.50' 13.00' O 1 DAY DRAW DOWN = 4997.83' SELF-CLEANING SUCTION SCREENS (X2) 0 2 DAY DRAW DOWN = 4996.92' 4: 1 PROPOSED RESERVOIR SLOPE 100-YR WSEL = 5001.00' 3 DAY DRAW DOWN = 4996.00' NON-POT HIGH WATER LEVEL = 4998.75' 1 DAY DRAW DOWN = 4997.83' 0 2 DAY DRAW DOWN = 4996.92' RAW WATER INTAKE DETAILLn 0 LOW WSEL = 4986.67' 3 DAY DRAW DOWN = 4996.00' NORMAL BOTTOM OF POND ELEV = 4987.00' coo o f o , ROCK BERM TO PROTECT INTAKE 13.00' PIPE, SEE DETAIL BELOW 154.00' LOW WSEL = 4986.67' > 0 V BOTTOM OF POND ELEV = 4982.00 36 BUTTERFLY VALVE W/ CLAM SHELL 7'-0" 9'-6" ROMAC AND TURNING VALVE STEM RISER Z WITH WHEEL FOR ABOVE GROUND ACCESS O 14" 14" 18" 18" MECHANICAL JOINT CONNECTION - Z-PIPE 14"X14" Z- IPE W/14"X18" CONNECTION CROSS- SECTION A- A, WET WELL AND INTAKE DETAIL 16'-6" 111 14" 0 ---- ------------------- ---- FF 5003.50 4" YARDNEY CW3500 INLET SCREEN 1-1/2" FLUSH INTAKE 8 _11"5 5 Q 5 7'-4" 2.00' NORMAL POND BOTTOM = 4987.00' T3T, INC. �• 0 14" 1 CONSULTING ENGINEERS �, 1s`O lers Way Sute8200oFort Collins u7 .O 14"X14" Z-PIPE W 14"X18" CONNECTION Colorado 80525 7 1 IDRAWN BY: MJH DATE: 9 19 20 TLE: Phone: 970.226.0557 POND BOTTOM = 4982.00' 6 CHECKED BY:--- DATE: 00 00 0 MONTAVA NON POT PUMP STATOIN 4 S /23/2023 M� THIS DRAWING AND DESIGN,IS THE VTV-7C-10OX5/7.5STV-480-3-4688-115 JOB NO. PROPERTY OF WATERTRONICS AND IS 13.00' 1230.0005.00 3 PART, NOR EMPLOYED FORNANYO� WATERTRONICS ?- -- ---- REVISION-NOTE: __- ... OTHER THAN SPECIFICALLY PERMITTED SCALE: NTS SHEET 4 OF 4 SHEETS SCALE N.T.S. N0. DATE BY DESCRIPTION WRITING BY WATERTRONICS. JOB NO.: -- IDRAIMNG NO.PRVi12855 ROCK BERM PROTECTION FOR INTAKE PPE TO RETURN ON DEMAND DATE NOVEMBER 2024 Z- P P E DETAIL SHEET 20 of 37 Ground Surface(Slope Varies) Three cp Precast Transformer Pad (75 -1000 WA) O Large setback gravity retaining wall blocks with U) 93/inch(230mm)setback(shown)or optional z 16%inch(422mm)filled trough planter blocks. 6" 8 72 6 o O w TRENCH WIDTH AS SPECIFIED Armor stone as specified by local — IN SECTION 02221 LLJ Professional Engineer to be placed on non-woven geotextile fabric 41"(1030 mm) �2 Ton(minimum)P-52 Swift 1 ASTM No.57 drainstone Lift Anchors Galvanized UU 0=4 to extend at least 12" 4-3/4"(4x) / behind wall 4OF 41"(1030 mm) / (Final depth below and behind LOWER LIMIT L Professional al Engineer based on w /\\\ SLOPING Water Surface / ���\\�\\ TRENCH WALL \ (Elevation Varies) / site specific conditions) (2)Add'I#6< 3 Trebar (1030 mm) 73'' 53' de ofach Iw- r ` �— O 2 --16" 56" 12"— opening / o a'1•(1o3o mm) / Non-woven w = GROUND LEVEL / geotextile fabric #6 rebar 12"O.C.E.W.centered in pad(showing general layout) ' CONCRETE \/ m ' 22' Primary 18" Secondary n \� INITIAL LIFT I 41"(1030 mm)___ Drain as designed by local Professional Engineer to meet DRAWN site specific requirements 0 L 6" 17"— �/ RFB /\ CHECKED 6" \, JFS Blocks to extend below long term scour 1/2"Glass Reinforced Insert :,~..:.;' // 12 IN. MIN. depth determined by local Professional I i i (4) i / : : \ DESIGNED Engineer based on site specific conditions Use P-51 Swift Lift Lifting Eye • RFB BEDDING ZONE �\ NOTES: 14„ I GRANULAR MATERIAL % I I FILENAME • Both 9%"(230mm)and 16%a"(422mm)(with filled trough)setback blocks could be considered for seawall applications ----------- - ----------- /\ + // PIPE O.D. 1 s" __-_____ 6° / :">: \, 0005—PUMP STATION DETAILS • Use ASTM No.57 stone(or as specified by local Professional Engineer)to infill between blocks. 7 Front of ad Maximum wall height charts are not provided for walls in water applications due to the variety of site-specific variables. f P / Contact our local Professional Engineer for specific details and final design. Y 9 P 9 4 IN. MIN. • Walls may require geogrid reinforcement. Refer to final engineering plans. Pulling angles to remain within range of 90°120°as shown NOTE: When lifting,personnel shall always utilize all four(4)lifting eyes / // // // // // // // // // // pDO i_/C SEAWALL WITH LARGE SETBACK BLOCKS - CONCEPTUAL SECTION THE GAUGE SHALL BE CONSTRUCTED OF PRESSURE TREATED MATERIAL REQUIREMENTS (NO SCALE) SQUARE POSTS MEASURING 6"x8" WITH BOTH 8" SIDES ROUTED • Dimensions Shall be 84"x73"x6" V:Q Q� �,�\�� WITH 6" NUMBERS AND GAUGING MARKS. THE ROUTED MARKINGS • Concrete shall have a minimum fire rating of 3 hours as well as moderate to exceptional sulfate resistanceAND PANT. TER POST SHALLSHALL BE BE INONDE FOOT NTALLER THAN INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH. HITE ROOF • Type III Concrete with 3/4' aggregate and minimum compressive strength of 4,500 psi * /j MAXIMUM DEPTH OF THE POND. THE POST SHALL BE EMBEDDED • Reinforcing#6 rebar steel shall have a minimum steel strength of 60,000 psi (Grade 60) Q� IN CONCRETE WITH A DIMENSION OF 16"x14"x3' IN DEPTH. THE • To assure proper quality control and supervision, concrete pads shall be produced at a National Precast Concrete Association �� •� �� I GAUGE SHALL BE PLACED NEAR THE DEEPEST AREA OF THE POND, NPCA certified manufacturing plant. The manufacturer shall comply with the requirements set b the NPCA's Quality Control \`\� ""•� G\ Reinforcement as Required ( ) g P P Y q Y Y S` AND SHALL BE POSITIONED SO THAT IT CAN BE READ FROM THE /0 /I per Site Specific Design NEAREST POINT OF PUBLIC ACCESS. THE PONDING DEPTH SHALL Manual for Precast Concrete Plants. DIAL BE REFERENCED TO THE DEEPEST POINT OF THE POND. NOTE: II INSTALLATION&CONSTRUCTION REQUIREMENTS GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW DETENTION POND DEPTH GAUGE Space requirements for transformer pads will generaly be 9'x 12'. Factors to be considered in locating the pad include the following. BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE. N.T.S. Footing Size and • ACCESSIBILITY-The transformer pad shall be accessible to line boom trucks equipped for the installation and removal of Dimensions per Site heavy transformers. Such accessibility shall not require intrusion on adjacent property. Specific Design • PROXIMITY OF BUILDINGS,WALLS, BARRIERS,AND/OR OVERHANGS- OPTIONAL CONCRETE FOOTING In addition to the clearances required for installation and removal of transformers,the minimum clearance in front of the transformer pad shall be eight(8)feet and the (NO SCALE) minimum clearance from all other sides shall be three (3)feet for 750 kVA transformers G o .._ and four(4)feet for 1000 kVA transformers. If the building has an overhang, clearance (�;au Material Specification DRAWN BY: JR J TIT[F ® DETENTION POND DEPTH GAUGE to the edge of the transformer pad shall be measured horizontally from the outer edge Light&Power APPROVED BY: Conceptual Seawall Detail REDIRDCK of the overhang. CITY OF FORT COLLINS TITLE OF DRAWING REVISED DATE: JRJ CITY OF Date:03/05l2019 Rev No:07 CI�/Of UTILITIES - WATER 4/8/11 DATE: Large Setback Blocks CAY.il APPROVED: DETAIL WATER MAIN BEDDING 23MAR2016 g osasl us 31 SOUTH,CHARLEVOIX,MI 49720 ""7 FORT COLLINS STORM WATER • CODES AND STANDARDS-In addition to the above,the installation shall Update By:K Coldsnow Appr: Fort Collins FIELD OPERATIONS 0 N P.O. BOX 580 REQUIREMENTS (DIP & PVC) DETAIL SHEET: FILE: (866)222-8400ex13010 • eck.w dng@redl-rock.com FOr't Collins UTILITIES DATE: 2/18/05 D 31 conform to the current National Electric Code NEC as well as current federal, �'�, FORT 70) 2 1 67 eoseo 1 1 of 1 2 Conceptual Seawall Detail-Large Setback 032316.dwg www.redi-mck.com FORT COUJNS. CO. CONSTRUCTION DETAILS ( ) Precast Three Transformer Pad Design: (970) 221-6700 DRAWN BY: TDC state,and local standards as outlined in Fort Collins'Electric Service Standards (ESS). 75-1000 kVA (970) 221-6700 Specification No:368-400 Serial No:02 co I— 00iiiiiiJ � Q I— W 24 IN. DIA MIN. 3 IN,— /2 IN, VENT D Q 5 IN. ` 2 IN. MIN, TOP =5031 .50 OP =5 1 .50 TOP =5031 .50 Z } _ EX. GRADE :t EX. GRADE _ EX. GRADE P D 0 6 IN :" a o �.1 �� OUT A - - - - - - �- --� -� -_____-------- 0 U T FLOW :l: t I FLOW I 12 IN+ / 1 `,'-- Iz PIPE ❑.D,+IN. FLOW 0 r •: 5 IN, 6 IN ". J�4 Z z :• : 24 IN. DIA. MIN, INV OUT =5026.07 V IN =5026.17 INV OUT =5026.29 .! Z 77 B d > 0 17= Q PLAN VIEW 6 IN, SECTION B-B SECTION A-A SECTION C-C INV IN 5026. C� 8 IN. Z ROOF LINE MANHOLE COVER J❑IN VENTS 1 IN. AB❑VE GRADE 1 IN. CLEAN❑UT TO GRADE 2 IN. 0 GROUT 1 LONG SWEEP WYE WATER f 14 IN. 14 IN. SPLITTER STRUCTURE NOTES: LEVEL _ 8IN. + ~ - SPL TTER STRUCTURE TO HAVE GALVANIZED GRATE 6 IN. E 1 OVER THE TOP D 12 IN, A A T - GRATE SHALL HAVE A HATCH OPENING AND STEPS B IN. 3X3 FOR ACCESS SECTI❑N VIEW . NOTES) �f ACCESS 1. ALL PIPE AND FITTINGS TO BE CAST IR❑N. HATCH MINIMUM 3 INCH DIAMETER. — DIMENSIONS2, SECONDARY COMPARTMENT HAS VOLUME EQUAL SHOWN ARE INSIDE OF STRUCTURE TO 1/3 OF TOTAL CAPACITY, WATER DIMENSIONS TST, INC. 3, WALLS AND BOTTOM REINF❑RCED THROUGHOUT WITH CAPACITY TWO COMPARTMENT TANK CONSULTING ENGINEERS 2 X 16 6/10 REMESH. (APPR❑X) (INCHES) 748 Whalers Way 4, COVERS TO BE REINF❑RCED LONGITUDINALLY WITH NO. 6 GALLONS A B C D E F - METERS/GATES: 2 EA - RUB CON P K O M E TE R SHOWN Suite 200 Fort Collins REBAR ON 6 IN, CENTERS, NO. 4 REBAR ON 6 IN, CENTERS 320 48 72 22 30 44 24 •i Colorado 80525 WIDTHWISE, AND NO. 8 REBAR DIAL❑NALLY AROUND 500 48 72 36 46 44 58 ACCESS HOLES. ( MODEL P M - 4 5 0- 18 0 0 ) Phone: 970.226.0557 JOB NO. 5, CLEAN OUT SHALL BE IRON BODY FERRULE. 780 48 96 40 46 62 20 1230.0005.00 6, VENT PIPE SHALL BE CAST IR❑N TO A P❑INT 6 INCHES 1060 72 102 34 142 156T30 ABOVE GROUND. SCALE N.T.S. 7, CHECK WITH SUPPLIER FOR EXACT DIMENI❑NS, TYPE A SAND & OIL INTERCEPTOR DATE NOVEMBER 2024 Fort Collins SEWER CONSTRUCTION APPRO DETAIL SHEET VED: SPUTTER STRUCTURE DETAIL DETAILS WW-13 �� �� 37 DRAWN BY: NBJ (SEE STRUCTURAL PLANS SHEETS 36-37(S7-S8)) FIBERGLASS CENTER OF CDS STRUCTURE, SEPARATION CYLINDER SCREEN AND SUMP OPENING CDS3035-6-C DESIGN NOTES AND INLET P TOP SLAB ACCESS CDS3035-6-C STANDARD CONFIGURATION IS SHOWN. (SEE FRAME AND COVER DETAIL) FL A TOP OF GRATE = 4998.75' (NORMAL HIGH WATER LEVEL) Z 0 FLOW 8" RETURN FLOW PIPE 18" RCP INV. IN. = 4996.75LD CO Uj > o LU TOP SLAB ACCESS „ 8 3" GALVANIZED STEEL PLATE 72"11829]I.D. MANHOLE STRUCTURE INV. OUT= 4996.25' MAX SECTION A-A PLAN VIEW B-B ____ SITE SPECIFIC LU NOT TO SCALE DATA REQUIREMENTS Q a CONTRACTOR TO GROUT TO �' \�� FORT COLLINS AREA INLET FINISHED GRADE STRUCTUREID/ \� WATER QUALITY FLOW RATE CFSORL/s) OUTLET STRUCTURE GRADE / / 1 RINGS/RISERS ' CONTECH PEAK FLOW RATE(CFS OR L/s) m 1 www.ContechES.com RETURN PERIOD OF PEAK FLOW(YRS) OUTLET PLATE \\� �\ / SCREEN APERTURE(24000R4700) CUSTOM 5'x5' JUNCTION 4. 1 SLOPE DRAWN RFB FIBERGLASS PIPE DATA: I.E. MATERIAL DIAMETER , SEPARATION CYLINDER `� �' NLETPIPEI VAULT WITH FLOW INV. OUT= 4996.25 AND INLET CHECKED INLET PIPE 2 MEASURING DEVICE JFS M OUTLET PIPE LU�.�� i DESIGNED 3 RIM ELEVATION RFB o INLET PIPE - RIPRAP PAD FOR EROSION c B(MULTIPLE INLET PIPES MAY _ OUTLET PIPE B FRAME AND COVER ANTI-FLOTATION BALLAST WIDTH HEIGHT FILENAME BE ACCOMMODATED) e - = ,_- (DIAMETER VARIES) PROTECTION, SEE DETAIL SHEET 25 CUT ROCK WALL TO FIT 0005-PUMP STATION DETAILS z u -- - - NOT TO SCALE NOTES/SPECIAL REQUIREMENTS: OPE 18" OUTLET PIPE o L - --- -=---1 -_ --- *PER ENGINEER OFRECORD p0 L/0 NON-POT POND OUTLET DETAIL p�P••.... ° N N.T.S. PERMANEN u T POOLELEVT GENERALNOTES a 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. Q \ �� • 00 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT,PLEASE CONTACT YOUR CONTECH ENGINEERED SECTION 6-U �\vo Gp •• o SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com Q `p • Gv OIL BAFFLE `�' 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. \p` ` .•G� z SKIRT m CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. \\ '•••••• \ z m 4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-2',AND GROUNDWATER ELEVATION AT,OR BELOW, S�ONAL 9 THE OUTLET PIPE INVERT ELEVATION.ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.CASTINGS SHALL MEET � AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.. Z 5. IF REQUIRED,PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS [533] F� o NECESSARY DURING MAINTENANCE CLEANING. 1'-9" 0 6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. 0 SEPARATION b a INSTALLATION NOTES 0 SCREEN a A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE U) • SPECIFIED BY ENGINEER OF RECORD. a B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. ° C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 0 e 0 k?� D. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE F SOLIDS STORAGE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. w SUMP E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT,HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS 2 SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. LLJ ELEVATION A-A U NOT TO SCALE Cj w �NTECH CDS3035-6-C o ENGINEERED SOLUTIONS LLC C ONLINE CDS Z I, �sy www.contechES.com U9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 STANDARD DETAIL O 800-338-1122 513-645-7000 513-645-7993 FAX a co co J � Q A LU D o a. z B 0 B F- 0 0 0 — a 0 L i C� o 0 NO. 12 GRATE AND FRAME BY Z MaCLEAR OR APPROVED EQUAL. �Y q X Y� co BAR PLACED MIDWAY BETWEEN TOP AND ELEV. 3 Q Z BOTTOM BAR _ > 0 S � 51 ELEV. 2 0 ELEV. 1 Z 1 — #5 LONG #4 STIRRUP AT o J PLAN VIEW 24" SPACING l" `-' ` 1 O </ 35 3/4 IN. a Zl 28 1 4 IN. 6 IN. 23 3/4 IN. zI < - � w 6 IN. 16 1 4 IN. U �� �J�,�i�; q #4 STIRRUP AT 1 IN.N. MIN. IN. CIR. O.F. -CONCRETE #4 STIRRUP AT _V • INLET GRATES 2 IN. CIR LF. g #4 BARS �IPE O.D. 3 IN. CIR. O.F. SECTION A-A 24" SPACING SPILLWAY CONCRETE WEIR DETAIL 24" SPACING _ N. 2 IN. CIR L.F. N TS N TS ' OW LINE OF ?;;,CTRS.1(TYP.) rr 1�N, /�j�—� I !q O 12 IN. ROUND INLET AND "I a C NCRETE PIPE • CTRS. (TYP.) PIZ!` I CONDUIT e H .. / L�.�.. SLOPE FOR a .' I s •��.' ul DRAINAGE 112 IN. MAX.STEP p SPACING 41� L� X Y M N 0 P S ELEV 1 ELEV 2 ELEV 3 • - -• �.• '°. 1 ,•�,r ��� NON-POT POND 160' 4.00' 3' 0.50' 1.00' 4.00' 4 5001.50' 5002.00' 5002.50' #4 O 12 IN. CTRS. 6 IN. TYPICAL WALLS AND FLOOR SPILLWAY DETAILS SECTION A-A SECTION B-B T3T, INC. CONSULTING ENGINEERS GENERAL NOTES: 748 Whalers Way Suite 200 Fort Collins 1. AREA INLETS MAY BE USED FOR Colorado 80525 DRAINAGEWAY OTHER THAN STREETS. Phone: 970.226.0557 (EXAMPLE, PARKING LOTS, MEDIANDS, JOB . 1230.0005.00 SUMP BASINS) *THIS AREA INLET DETAIL REQUIRES AN OUTLET PLATE ON THE SCALE PIPE, WHICH CAN BE SEEN IN SECTION A-A TO THE RIGHT. N.T.S. AREA INLET DUE TO OUTLET PLATE ADDITION, THIS DETAIL MAY BE DATE NOVEMBER 2024 SLIGHTLY MODIFIED* t � CITY OF APPROVED: DETAIL SHEET CwC'tY w, FORT COLLINS STORMWATER ort C-011lll$ FORT UTILITIES, CO. CONSTRUCTION DETAILS DATE: 12/8/00 D - 9 A (970) 221-6700 DRAWN BY: NBJ 22 of 37 24 IN. RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR DRAINAGE CRITERIA MANUAL(V. 2) HYDRAULIC STRUCTURES OR APPROVED EQUAL • z 16 IN. MAX O FINISHED GRADE (n q X Control Pedestal 0 � CONCRETE ADJUSTMENT SHIM Each PikoMeter installation includes a robust pedestal that Sonaray*""flow measurement technology N o GROUTED INSIDE AND OUT z � L Overview provides power and control to the gate and is a secure, The PikoMeter employs Rubicon's Sonaray cross-path W 00 weatherproof housing for electronic components and batteries, ultrasonic flow measurement technology.Twenty 24 IN. N The PikoMeter is an integrated canal turnout gate and meter that enables you to transducers across five planes send and receive remotely deliver precisely-measured quantities of water. The pedestal also serves as a local user interface.A keypad and LCD display are located underthe lockable lid,allowing ultrasonic pulses to determine velocity by measuring Users can order their water online or over the phone,and the PikoMeter will automatically the transit time taken for the pulses to travel ASTM C-478 open and close at the right time to deliver the water.The P - authorized users to monitor,or operators to control and ikoMeter's control gate between transducers. ECCENTRIC CONE �" �'_ troubleshoot on-site. j ✓ modulates to maintain a pre-set flow rate,even with fluctuating canal water levels. Control Pedestal Cross-path measurement means that the control ° J Remote management w w n Tti 1 Sonaray'""flow measurement technology uniquely enables the meter and control gate g gate can be located directly downstream from the to be integrated into a single device.Installation and maintenance costs are lower,while The PikoMeter can be managed remotely with Rubicon's measurement area without affecting accuracy. z ° J 1 A t measuring with unrivaled accuracy in harsh conditions. SCADAConnect""software or third-party SCADA systems. w Authorized users can remotely view real-time and historical The PikoMeter also has a downward-facing transducer Q r_r Its all-in-one design means everything-drive system,motor control,flow measurement, to determine whether or not the measurement o z _ power supply,local control keypad and telemetry functions as a single unit.There are Flow information and configure alarms that can be sent via text _ z see note PYP Y- 9 ..v cylinder is full. = o ao MANHOLE-I D W Or D W no installation problems or incompatibilities,it simply works. message to nominated phones. cr RUNGS 12" O.C. l, Low maintenance r w �� Plus the option of integrated ultrasonic water level measurement enables the meter to m measure even when partially-full. The PikoMeter requires minimal maintenance.Comprehensive Z ° ? fin;, error detection and on site diagnostics are built into the meter Keypad and display 7 And no matter where you are,with a smartphone and SCADAConnect"software you DRAWN � ���� .,�` � t'+ software.Factory pre-calibrated,its digital measurement does GROUT SHIPLAP JOINT K �`J J< can open and close the gate,read the meter,check historical data and monitor real-time RFB INSIDE AND OUT �7' l i /� �� � not drifter require periodic recalibration to maintain accuracy. � � (tl n C performance. High-quality components designed for long-life CHECKED The PikoMeter's built-in software provides the following control possibilities: SEE NOTE ASTM C-478 Built-in on-site diagnostic software and remote alerts JFS �-MANHOLE SECTIONS � kluControl objective Gate action Control and meter components easily accessible for visual DESIGNED w Local Position Automatically moves the gate to a desired position and stays there inspection C] RFB ► Plan Co Gate control technology Q Flow Automatically adjusts the gate to maintain a constant Flow rate, gy FILENAME Of � regardless of the site's upstream and downstream water levels The PikoMeter features CableDrive'"",Rubicon's actuation > 9" layer of Features SCADAConnect'"'Software 0005-PUMP STATION DETAILS 18 IN. MAX system proven over many years in thousands of devices. . x see note granular Type 2 rm •Sonaray'""flow measurement accuracy of±2.5%1 A TCC product The drive is a wire cable and drum mechanism that provides r- 1 ' bedding •Solar-charged battery system positive drive in both the raise and lower directions. H Or D d W.S. The PikoMeter is one of the products making up a modular family of precision hardware 2 IN. ° GROUT BASE TO CONE - i y and software called TCC(Total Channel Control'"').TCC is an advanced technology set Compact,lightweight construction for easy installation it ensures precise gate positioning to within 0.02in(0.5mm) P00 L/C i�INSIDE AND OUT ) t and repeatability under high-duty cycle operation. 0� .•••••• 2 0 9; 2 I designed to improve the management and productivity of water in open canal and Integrated SCADA communication system .• PN P\, SLOPE 1 � t� t O.SD or O.SH 1 � B � '�f `� ,T gravity pipeline distribution.TCC products can interact and work together to help IN. Fr T managers improve: An ideal solution for... PikoMeter'"'components 1 is 14 9 QQ� \�G� x POURED CONCRETE T 1 G P � BASE water availability •Canal to pipe applications Control Pedestal 11 Lifting hooks service and equity to users Cost-effective metering at smaller turnouts Q� lij 1 Antenna 12 Motor and encoder 11 12 Perforated underdrain management and control -Turnouts in remote locations 2 Solar panel 13Pl .•�\ Planetary 0 ..••.. G canal operator safety Measuring very low flow rates 3 Hinged mast 2 Motor assembly detail S 8 IN. MIN. to daylight(optional) g / E Profile 14 Encoder 0NAL 4 Secure controller housing15 CableDrive assembly to 2 IN. MIN. � with LCD display 16 Cable drum SLOPE Note: For rectangular conduits use a standard design for a headwall - Meter/control LCID unit is IN. FT POURED INVERT17 Cable guide NOTE: MINIMUM INSIDE DIAMETER OF with wingwalls, paved bottom between the wingwalls, with an end 6 IN. } MANHOLE SHALL BE AS FOLLOWS: , 1 5 Entry flare 3 cutoff wall extending,to a minimum depth equal to B , PRECAST MANHOLE 6 Sonaray sensors BASE PIPE SIZE MIN.DIAMETER LE , 7 CableDrive 6 8 IN. MIN. 8 24 IN. OR LESS 48 IN. / 8 Control gate } 27 IN. TO 42 IN. (INCL.) 60 IN. Figure HS-19-Low Tailwater Riprap Basins for Storm Sewer Pipe Outlets- e OVER 42 IN. 72 IN. Low Tailwater Basin at Pipe Outlets 9 Motor housing 4 s ,6 ALTERNATE BASE ". :• (Stevens and Urbonas 1996) 10 External frame 7 REV. DATE:12/11/13 Traditional flow stabilization requirements at meter entry STANDARD MANHOLE and exit not necessary CableDrive'"detail Control Pedestal Meter/control unit Cltyof CITY OF APPROVED: DETAIL Z FORT COLLINS STORMWATER Rev. 2008-04 HS-79 F1 ` Collins UTILITIES DATE: 11/7/00 D _ Urban Drainage&Flood Control District • SheetO FORT COLUNS, Co. CONSTRUCTION DETAILS 0 (970) 22t-6700 DRAWN BY: NBJ a co ~ J � a w D o Easy to install PikoMeter'"specifications Dimensions and operating ranges Front and side views � z PikoMeters are designed to mount to existing headwall structures as well ModelNo �©�® as purpose-built emplacements,significantly reducing costs associated user interface LCD screen O 0 with civil work. Metric Imperial0® 0®=©1 Data interface RS232/485,U56,Ethernet,Protocols-DNP3,MDLC,Modbus,TCP/IP,others Installed and operational in two days during irrigation or off-season min 16.73 Local interface language English,Spanish,French,Chinese and Italian(metric/imperial units) PM-300-800 PM-1-2'/: 11.81 23.94 31.5 55.00 72.66 214 0.1 4.9 14.9 •Factory calibrated and pre-configured maxa2.32 27.44 14.84 in Data tags A comprehensive set of tags are available for Integration into SCADA systems. PM45a1800 PM-14 min a3.4o 47.24 70.75 88.42 220 Z Partially-full flow Data stora a Historical data canbeu uploaded via max58.zo O g p y post processing measurement min 41.73 Control Local or remote via SCADA PM-450-1400 PM-1 h-4'h 55.12 73.03 96.46 258 A MicronLevel""ultrasonic water Communication max62.00level e cable plug-in Electronics SolarDrive'"power management and control technology in Control Pedestal. min 70.10 to vide acaecisemn be assurened Each unit passes a 12hr heat pre-stress and 100%functional test. PM-450-180o PM-1/,6 17.72 70.87 29.84 88.78 112.20 33.74 21.65 265 0.2 11.2 to provide a precise measure of max 77.80 canal water levels,plus Water-tight zone Gate actuation 12V DC motor with 256 count magnetic encoder,with mechanical and min85.80 P electrical override provisions PM-450-2400 PM-1 h-8 94.49 112.40 135.80 276 the PikoMeter to measure flow rtiaic10740 DOME CAP � 0 Power supply options 12V DC powered(solar);120-240V AC powered even When not Completely full. Self-calibrating Contact your Rubicon sales engineer to discuss higher(low rate requirements.The maximum flow rate at which the Seal performance <0.1 gallons/minute/foot of seal American and European measurement accuracy swthin±z 5%is subject to installation hydraulics. The MicronLevel sits within the reference P g p standards AW WA C513&DIN 19569) Complete dimensions or additional sizes can be obtained by contacting Rubicon.Consultation with a Rubicon sales E D B F internal frame,or alternatively nLevelitengineer is recommended prior to gate sizing.Weights are approximate. a long-range MicronLevel Air Vented air escape • I sensor can be externally mounted Technique Cross-path ultrasonic transit-time 6"0 STEEL BOLLARD Z nearby. A H I FILLED WITH CONCRETE & Measurement resolution 100 picoseconds I �� �� Accurate flow Mountingoptions PAINTED SAFETY YELLOW O Measurement rate 1.5 seconds P measurement 4.Or Accuracy '±2.5%verified in Rubicon's hydraulics laboratory under fully submerged f I FINISHED ROAD BASE Extensive independent laboratory Debris filter ► �� P Y conditions measured between Flow ranges of 0.2cfs to 11.2cfs for the I inlet ports C G I (PAD) and fieldte5tingoftheultrasoniC P PM-450modelsandbetweenflowrangeof0.lcfsto4.9cfsforthePM-300 I array measurement technique models. A Internal meter diameter has shown that accuracy is Measurement range Accuracy listed above is achieved at flow velocities greater than 1.2in per second.Maximum flow capacity is determined by site hydraulic conditions, B Checking height maintained in a wide range of MicronLevel"sensor detail but is typically greater than 6.5ft per second.Consult your Rubicon sales I ": conditions: engineer for details. C Frame width i SUBGRADE -Turbulent water Sensor quantity Flow measurement provided by 20 ultrasonic transducers across 5 planes D Overall gate height' of measurement.An additional downward-facing transducer monitors r Obstructions at the meter entry pipe-full status. E Fully open height' 3.0 Water contaminants ' Calibration method Factory pre-calibrated.in- Optional ultrasonic level sensor is also internally self- F Headwall height 4.0 ,•.• I calibrating.Simple in-field verification process. Length a i � Z�'�CONCRETE G Len PikoMeter'"'measurement accuracy Alarming Meter alarms if water depth falls below minimum required level,when g FOOTING y optional water level sensor is installed. H External meter flare height ..:1• . (1 BID PikoMeter measured under normal operating conditions relative a: .i Water level measurement(optional) Dimension D and E are measured from the elevation of the meter floor(invert).An additional 3.7in clearance is •I•4.4 to AB B Mag master) required between the Invert and the base of the headwall to accommodate the PikoMeter installation requirements. Technique Ultrasonic 5 ieadwall MicronLevel^' Accuracy 0.021n(0.5ri resolution 0.004in(0.1 min),maximum range 55in a 3 MicronLevel'"'Air Recommended for deeper applications 2 p� 1.5' MIN. 1 • • Frames Extruded marine grade aluminum T w 1 •o.111 • i Gate panel Marine grade aluminum -2 Gate and meter body Cast aluminum with protective coating TRAFFIC BOLLARD DETAIL 3 Hardware and shafts Stainless steel TST, INC. a -5 Wear strip PVC About Rubicon Water NITS CONSULTING ENGINEERS o 2 4 6 a 1, Pressure rating 7.9ft differential pressure or specified checking height(whichever is greater) Rubicon Water delivers advanced technology that optimizes gravity-fed Suite 8200 Whalers l e t Collins Flow rate(cfs) irrigation,providing unprecedented levels of operational efficiency and Water level sensor Anodized aluminum and copolymer acetyl plastic with control,increasing water availability and improving farmers'lives. ry Colorado 80525 stainless steel fittings o Phone: 970.226.0557 Founded in 1995,Rubicon has more than 35,000 gates and meters installed Control box in TCC systems in 17 countries o JOB NO. . Power supply 12V DC self-contained battery charged from solar panel or AC line power 1 230.0005.00 Batteries Seated gel lead acid with temperature sensor(-Syr life,provides-5 days of operation without solar or AC line power)or optional lithium UFePO4 SCALE Specifications subject to change. N.T.S. Total Channel Control and TCC are trademarks and service i ranks,or regisre"t,tradema,ks and service marks of r b080 Rubicon Water or its affiliates in Australia(lie United States of America and other jurisdictions.�yslenns.components, Telephone:+1 970 482 3200 methouloldgies and software supplied by Rubicon Water may be the subject of patent and clesim rjglhl in Australia­f DATE www.rubiconwater.com NOVEMBER 2024 SHEET 23 of 37 24" DIA. MANHOLE COVER W/LID &2" DIA. OPENING CENTERED FOR TOUCH READ INSTALL CONCRETE ADJUSTMENT RING B � /\\ \ \\ \\ \\�\\�\\�\\�\\�\\�\\�\\�\\�\\�\\ 16" MAX. FINISHED GRADE @ 2% SLOPE D D D zo FROST PROOF LID ANCHOR RODS(TYP.) / ov V) o ASPHALTIC GROUT GATE VALVE GATE VALVE / C ZO v ALUMINUM M.H. v a4 > o STEPS 12" O.C. \\ w METER SOLID SLEEVE A GATE VALVE v 4' MIN. RESTRAINING ROD (TYP.) 12"MIN. w t— GATE VALVE (TYP.) (TYP.) o FULL SIZE BYPASS THRUST BLOCK D m METER RESTRAINING IF REQUIRED BY m DESIGN ENGINEER 3"OR LARGER MAIN� SOLID SLEEVE ROD (TYP.) OR ELCO(TYP) PRECAST CONCRETE VAULT DESIGNED FOR M-20 BRIDGE LOADING DRAWN RFB CHECKED 0 o JFS DESIGNED PIPE ENCASED IN 17 RFB MASTIC BLOCK pD CONCRETE BLOCKS pD 2'MIN. METER VAULT DIMENSIONS OUT GROUTED �� WITH SHIMS OR Lw v METER SIZE A B C D GENERAL NOTES: FILENAME o ADJUSTABLE PIPE I 0005—PUMP STATION DETAILS D D SUPPORTS p 3 inch 6' 7' 2'-6"MIN. 2'-6" MIN. IF PRESSURE REDUCING VALVE IS REQUIRED IT SHALL BE INSTALLED INSIDE BUILDING, IMMEDIATELY FOLLOWING THE 244 CONTINUOUS ° 1'WIDE X 8" HIGH 4 inch 7' 7' T MIN. 2'-6" MIN. MAIN SHUT-OFF VALVE. n �n Q n �n aln �n �n n Qln n q n PRECAST OR CAST IN PLACE O�PON�L/O \ �� �� �� �� �� 8" LAYER OF a ROCK 6 inch 8' 7' 3' MIN. 2'-6" MIN. \\\ \\ \\ \ \ \ \ 3" �,R1MEIIC� NIA Dote File No. MEA� Date File No. �\Q�\ GD\v • EAST LA R I M E R COUNTY WATER DISTRICT Designed esd014 me(e wu/f�rone y�� OG�� EAST LA R I M E R COUNTY WATER DISTRICT Designed A esawi meter wu,(�,on Drawn REM 10�99 Drawing No. "4 Drawn REM 10199 Drawing No. r ® �� �� Revised E✓V 2124 014 �� �� Revised E✓V 2124 015 `s�ONAL 3 , 4 & 6 METER VAULT (SIDE VIEW) NOT TO SCALE 3 ,4 & 6 METER VAULT (TOP VIEW) NOT TO SCALE 01 Approved RS 2124 Sheet 01 of 02 A�Anis�� Approved RS 2124 Sheet 02 of 02 z O - a CO CO J a. Q H 2 W D o a. z F— O O — a v z D O oC z F— 00 Q z > O Q V F— z O TST, INC. CONSULTING ENGINEERS 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 JOB NO. 1230.0005.00 SCALE N.T.S. DATE NOVEMBER 2024 SHEET 24 of 37 II _ t I I . �• I r.. ,..t ......tea............•.. ,,....;.. Z I I V/ I I I — .�a II ... ..... . I .0 - - - - -- - - - - - - - - - illlll - - - - - \ r \ Ld v, ,. •: .�� ��: a I II .r C6S SE 10 10+00 III =��+00 12+00 \ .I: ,� , .I• L,�'.'::.. \ y. 1 . w 75.00 NO. 8 , \ o DITCH ROW `I' : '••: NOTES I , IIII •- _ . I I III m 1. REFER "SUBSURFACE EXPLORATION REPORT, I I I \ „ .!.•. 1�X \ :. !I I II I Ij��I III � ' .\f .' � MONT VA DEVELOPMENT—TRACT E—DE ENTION POND DRAWN EVALUATION OF GROUNDWATER AND SUBSURFACE RFB \ / CONDITIONS, FORT COLLINS, COLORADO EEC PROJECT CHECKED / \ a NO. 1172058 PREPARED BY EARTH ENGINEERING JFS CONSULTANTS (EEC), LLC. DESIGNED - III ' 2. A HYBRID "ENHANCED COHESIVE" EARTHEN LINER RFB - `r'�°i - " '... "�. /�:•.-;� ,.: OVER AN APPROVED PVC SYNTHETIC MEMBRANE LINER FILENAME WILL BE PLACED ALONG THE WETTED PERIMETER TO 0005—POND LINER I IIII �I I � I I _ � , v, , / _ .'�.. •�" :��:�' I MINIMIZE SEEPAGE AND/OR GROUNDWATER INTRUSION. I III _ \ \ I � _ _ :\ < �::� •.�� , .y P,pO L/C I I 11 II IIII \ 3. A MINIMUM OF 3—FOOT COVER OF COHESIVE MATERIAL ••...• o ALONG THE WETTED PERIMETER IS REQUIRED. �•'•P.N �P�, III •` IIII I I ��x `: '' �.' -/ 4. MAINTAIN A CONSISTENT, UNIFORM LOW PERMEABILITY P \ I I I / �� ,.'``� / COHESIVE MATERIAL FOR THE EARTHEN LINER. v IIII II I y .. Q�� o� ••��, I � I � .ter .• ''Xxl�' 1}1 Jil I I � I I 'I I ;' I � •:�• /' I I / I , - i t z 50 0 50 100 W scale 1"=50' feet D 0. z F— p O 0 5010 5010 1 V CROSS SECTION 1- POND LINER PROPOSED Z 5005 3.00 FROM HIGHWATER 3.00 FROM HIGHWATER GRADE 5005 O 5000 100—YR HIGHWATER AT 5001 FEET 100—YR HIGHWATER AT 5001 FEET 5000 Z STACKED ROCK WALL STACKED ROCK WALL 4995 4995 4:1 SLOPE EXTENDED RIPRAP PAD FOR WAVE EROSION PROTECTION Q z 4990 4990 > O 4:1 SLOPE 4985 o • : , a. < g.00 4985 V 10 MIL. SYNTHETIC LINERJ n 4980 I � a 4980 z I O 4975 1 1 CLAY LAYER 1 4975 4970 4970 4965 4965 4960 4960 5020 5020 5015 CROSS SECTION 2- POND LINER 5015 75.00' NO. 8 DITCH ROW 5010 5010 5005 5005 5000 a 100—YR HIGHWATER AT 5001 FEET 5000 Q- STACKED ROCK WALL TI INC. 4995 �' 4995 CONSULTING ENGINEERS ::... 4:1 SLOPE 748 Whalers Way 4990 ° a 4990 Suite 200 Fort Collins Colorado 80525 Phone: 970.226.0557 4985 b o <a 4985 JOB N0. 4980 10 MIL. SYNTHETIC LINER �i 4980 1230.0005.00 SCALE CUSTOM a 4975 CLAY LAYER 4975 DATE NOVEMBER 2024 Q; 4970H 4970 N 15 0 15 30 SHEET scale 1"=15' 25 of 37 feet PUMP HOUSE z 0 z � MONTAVA q= w CONCEPTUAL ONLY W Q 0 m DRAWN RFB CHECKED JFS DESIGNED RFB FILENAME 0005—PUMP HOUSE BUILDING te It �j� ti� �PpO L/C iu � �G r C o � o��G oo�S • � f ONAL CD co z (L p Lill ---__-- _ ► ( m O w Uy r l� v r� �I lit r co(L D z O= O z a 2 a 0. 4-r z O LEW OLIVER INC . TST, INC. NOTE: MONTAVA ARCHITECTURAL CONSULTING ENGINEERS 748 Whalers Way DESIGN REVIEW MUST BE ISSUED PRIOR Suite 200 Fort Collins TO APPLICATION FOR BUILDING PERMIT Colorado 80525 Phone: 970.226.0557 JOB N0. 1230.0005.00 SCALE N.T.S. DATE NOVEMBER 2024 SHEET 26 of 37 15' INTERIOR LENGTH Z O 1.50' cn � o cn 1 ` f CONSTRUCTION NOTESUj w 8" DIA. DIP SPOOL, FLG X MJ 3 l ,a O2 8" BURIED MJ GATE VALVE W/ VALVE BOX s 2 1 7 4 2 O3 3' TALL POST FOR TRACER WIRE TEST STATION 1 8 ® 8" DIA. SPOOL, FLG X PE w M. O5 WALL SLEEVE W/ LINK SEAL o fl M I I STAINLESS STEEL PIPE SUPPORT FLOW m z O7 8" MocIMAG METER M2000 (FLANGED) OR APPROVED 9 - EQUAL. METER SHALL BE INSTALLED PER DRAWN 5 — — — — — — — — — - 6 6s= 5 MANUFACTURER SPECIFICATIONS. RF1B ® 8" CHECK VALVE CHECKED JFS l 0. 3'x3' I Og 8" Y-STRAINER DESIGNED ACCEW I 1 RFB �. HATCH I 10 8" DIA SPOOL FLG X MJ, 2" NIPPLE TAP W/ BALL FILENAME 1 VALVE, 2" NIPPLE TAP WITH PLUG, TAP FOR 0005-VAULT TRANSDUCER 1 I 11 3'-0" X 3'-0" VAULT DOOR. BILCO TYPE E-40, �Pp0 L/C 1d N • SINGLE LEAF ROOF SCUTTLE WITH BILCO BIL-GUARD •• 1 2.0 SAFETY RAILING SYSTEM. LADDER TO BE PROVIDED Z' 1° WITH BILCO LU2 LADDER UP SAFETY POST. A SECURITY CYLINDER LOCK SHALL ALSO BE PROVIDED Q) 1.50' 12 1 ' X 1 ' X 1 ' (H) SUMP PIT W/ GRATED COVER, SUMP �0'��j9' ••••••.•G�� PIT TO INCLUDE SUMP PUMP. SUMP PUMP DISCHARGE ONA1- Montava - West LINE SHALL BE A 2" DIAMETER SCHEDULE 80 PVC PIPE, CONNECT TO 2" DRAIN LINE THAT DISCHARGES AT Vault Elevations & Pump Rates FINISHED GRADE NEXT TO VAULT. PLAN VIEW Finished 13 6" DIA. VENT PIPING (GALVANIZED STEEL). Well Name Grade at Vault Top of Vault 14 2" HOLE FOR SUMP DISCHARGE. DISCHARGE LINE TO FOLLOW 8 PVC LINE IN COMMON TRENCH. DAYLIGHT INTO POND. Fitzsimons 5039.00 5039.50 15 2 - 2" HOLES FOR ELECTRIC POWER AND TELEMETRY Well: No. 1 15' Fitzsimons 16 ELECTRIC & TELEMETRY PANELS (SEE ELECTRIC PLAN) INTERIOR LENGTH 5039.50 5040.00 Z Well: NO. 2 17 TRANSDUCER & PRESSURE GAUGE O Kluver PS 1: 5003.49 5003.99 18 DEHUMIDIFIER SHALL BE INSTALLED 2' FROM VAULT FLOOR. Well No. 1 A MIMIMUM Y2" HOSE SHALL BE INSTALLED FROM DEHUMIDIFIER TO SUMP PIT. 3 Kluver PS 1: HALL Well No. 2 5003.20 5003.70 19 PROVIDE STRUCTURAL DESIGN &ASHOP DRAWINGSOTOFORSVAULT, CIO MONTAVA HS-20 LOADING, WATERTIGHT JOINTS AND FLOOR SLOPED Y8"/1 ' To SUMP PIT. ~HATCH- 1 I WEST POND 5004.00 5004.50 2' 0WELL ACCESS LADDER D I I I I MIN. O 1 I i i NOTE: SEE SHEET 18 FOR LOCATIONS 2" THICK (MIN.) INSULATION BOARD a Q 8" PVC PIPE (C900) F 1 1 1 f a �3 8" BARREL COUPLING ° I I bw I I Z J o I I ® 6" MINIMUM CONCRETE FILLED BOLLARD, 3' MIN. BURY (TYPICAL) ~ I I REQUIRED FOR O 2 1 1 KLUVER & Q PANEL #1 PANEL # I I MONTAVA WEST to POND �5 8" 90° MJ BEND (ONLY REQUIRED ON KLUVER & MONTAVA Z > POND WELLS ONLY �a. WEST POND WELLS) o0 wW 1 to w a ° I I NOTES: w I I Q 1. VAULT PIPING SHALL BE CL151 D.I.P OR BETTER Z 1d O -M 2 5 4 I I 5 2. ALL FITTINGS, VALVES, AND JOINTS SHALL HAVE 00 w s ° 1 $ I I MECHANICALLY RESTRAINED JOINTS z= sf 4— '— I I &=4b- Z — I J 3. MIN. 2' OF PVC PIPE EXTENDING INTO VAULT. M1FLOW El 1-114 � I FLOW 2 4. ALL VALVES TO BE OPEN RIGHT 1 I I 5. SEE ELECTRICAL PLAN FOR INTERIOR VAULT LIGHTING, a 7 I I 1 SWITCHES, OUTLETS, PANELS, ETC (BY OTHERS UNDER 2' 1' I I SEPARATE COVER). c� I DIP DIP 6. ALL PIPING OUTSIDE OF VAULT TO HAVE TRACER WIRE. o FLGxPE FLGxPE 7. SEE GRADING PLAN (SHEET 4 -5 ) FOR EARTHWORK 6 N W c i 1°a AROUND VAULTS. V V O 1 S-190 8. LIGHTING FOR VAULTS TO BE PART OF ELECTRICAL s ° 1 < g s s a : 1 PLAN. C TST, INC. 1 CONSULTING ENGINEERS 1` 748 Whalers Way Suite 200 Fort Collins Colorado 80525 Phone: 970.226 0557 JOB N0. 1230.0005.00 VAULT TO BE PLACED SECTION VIEW SCALE 1" = 1.5' ON BASE COURSE (12° MIN) DATE NOVEMBER 2024 SHEET 27 of 37