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HomeMy WebLinkAbout5.0 PUD - PP Plan SetFLYING M RANCH PRELIMINARY PLAN/P.U.D. AGENCY CONTACT LIST OWNER ELECTRIC UTILITY EASTBANK, LLC XCEL ENERGY 710 E DURANT AVENUE, SUITE W-6 1995 HOWARD AVENUE ASPEN, CO 81611 RIFLE, CO 81650 ATTN: ROBERT MACGREGOR (970) 625-6028 ATTN: SAM WAKEFIELD CIVIL ENGINEER AND SURVEYOR HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE 101 GLENWOOD SPRINGS, CO 81601 (970) 945-8676 ATTN: ROGER NEAL GOVERNING AUTHORITY GARFIELD COUNTY COMMUNITY DEVELOPMENT DEPT GLENWOOD SPRINGS, CO 81601 (970) 945-8212 WATER / SEWER AUTHORITY ROARING FORK WATER AND SANITATION DISTRICT (970) 945-1004 ATTN: CHRIS LEHRMAN CARBONDALE RURAL FIRE PROTECTION DISTRICT 300 MEADOWOOD DR CARBONDALE, CO 81623 (970) 963-2491 ATTN: GREG BOCK, FIRE CHIEF UNCC CALL BEFORE °YOU DIG 1-800-922-1987 Utility Notification Center of Colorado Administrative Office 303-232-1991 12600 W. Colfax Ave., Suite B-310 Lakewood, Cc 80215 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NATURAL GAS UTILITY BLACK HILL ENERGY 96 CR 160 GLENWOOD SPRINGS, CO 81601 (970) 596-1122 (0) ATTN: PAUL FICKLIN TELEPHONE UTILITY CENTURYLINK 921 GRAND AVENUE GLENWOOD SPRINGS, CO 81601 (970) 309-2973 ATTN: JASON SHARPE CABLE UTILITY COMCAST CABLE 201 AABC ASPEN, CO 81611 (970) 205-5432 (0) (970) 930-4713 (C) ATTN: MICHAEL JOHNSON PRELIMINARY PLAN/P.U.D. APPROVAL COUNTY OF GARFIELD, STATE OF COLORADO CLIENT= EASTBANK, LLC. 710 E DURANT AVENUE SUITE W-6 ASPEN, CO 81611 VICINITY MAP SCALE: 1 " = 1000' ENGINEER= HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 Sheet List Table 4 I ffflk - till sr� ir fffl 8 ICOVER CO -01 lz JJe AMENDED PLAT 1 OF 3 JAMENDED PLAT COVER 2 OF 3 595 3 OF 3 JAMENDED PLAT PROPOSED CONDITIONS 36 FLYING M RANCH PUD PLAN MAP 1 OF 2 FLYING M RANCH PUD PLAN MAP COVER 2 OF 2 • .14 � ` ■, i w� +Mir # -.1 � '� � �� 4 �i y L 41 ti 35 ■ - ,, save dr y it 4�� y f r ti FLYING M RANCH PRELIMINARY PLAT 3 OF 3 FLYING M RANCH PRELIMINARY PLAT PROPOSED SITE IMPROVEMENTS C1-01 OVERALL SITE AND UTILITY PLAN CLIENT= EASTBANK, LLC. 710 E DURANT AVENUE SUITE W-6 ASPEN, CO 81611 VICINITY MAP SCALE: 1 " = 1000' ENGINEER= HIGH COUNTRY ENGINEERING. INC. CONSULTING ENGINEERS AND SURVEYORS 1517 BLAKE AVENUE, STE 101 GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676 ENGINEER'S CERTIFICATION PREPARED UNDER MY ROGER D. NEAL, P.E. COLORADO NO. 29975 FOR AND ON BEHALF SUPERVISION OF HIGH COUNTRY ENGINEERING, INC. I 0 I Sheet List Table Sheet Number ISheet Title GENERAL PLANS CO -00 ICOVER CO -01 INOTES, LEGEND & ABBREVIATIONS AMENDED PLAT 1 OF 3 JAMENDED PLAT COVER 2 OF 3 JAMENDED PLAT EXISTING CONDITIONS 3 OF 3 JAMENDED PLAT PROPOSED CONDITIONS FLYING M RANCH PUD PLAN MAP 1 OF 2 FLYING M RANCH PUD PLAN MAP COVER 2 OF 2 IFLYING M RANCH PUD PLAN MAP FLYING M RANCH PRELIMINARY PLAT 1 OF 3 FLYING M RANCH PRELIMINARY PLAT COVER 2 OF 3 FLYING M RANCH PRELIMINARY PLAT 3 OF 3 FLYING M RANCH PRELIMINARY PLAT PROPOSED SITE IMPROVEMENTS C1-01 OVERALL SITE AND UTILITY PLAN C1-02 SITE AND UTILITY PLAN C1-03 SITE AND UTILITY PLAN C1-04 SITE AND UTILITY PLAN C1-05 SITE AND UTILITY PLAN PROPOSED GRADING IMPROVEMENTS C2-01 OVERALL GRADING, DRAINAGE & EROSION CONTROL PLAN C2-02 GRADING, DRAINAGE & EROSION CONTROL PLAN C2-03 GRADING, DRAINAGE & EROSION CONTROL PLAN C2-04 GRADING, DRAINAGE & EROSION CONTROL PLAN PROPOSED ROAD IMPROVEMENTS C3-01 FLYING M RANCH RD PLAN & PROFILE C3-02 FLYING M RANCH RD PLAN & PROFILE C3-03 FLYING M RANCH RD PLAN & PROFILE C3-04 FLYING M RANCH RD PLAN & PROFILE C3-05 FLYING M RANCH RD PLAN & PROFILE C3-06 UPPER ACCESS RD PLAN & PROFILE C3-07 UPPER ACCESS RD PLAN & PROFILE C3-08 UPPER ACCESS RD PLAN & PROFILE C3-09 LOWER ACCESS RD PLAN & PROFILE PROPOSED SS IMPROVEMENTS C4-01 FLYING M RANCH SANITARY SEWER PLAN & PROFILE C4-02 FLYING M RANCH SANITARY SEWER PLAN & PROFILE C4-03 FLYING M RANCH SANITARY SEWER PLAN & PROFILE C4-04 FLYING M RANCH SANITARY SEWER PLAN & PROFILE C4-05 LOWER ACCESS SANITARY SEWER PLAN & PROFILE C4-06 ILOWER ACCESS SANITARY SEWER PLAN & PROFILE PROPOSED TRAIL IMPROVEMENTS C6-01 TRAIL PLAN & PROFILE C6-02 TRAIL PLAN & PROFILE C6-03 TRAIL PLAN & PROFILE C6-04 TRAIL PLAN & PROFILE C6-05 TRAIL PLAN & PROFILE CONSTRUCTION DETAILS C7-01 GENERAL DETAILS C7-02 DRAINAGE DETAILS C7-03 RFWSD SEWER DETAILS C7-04 RFWSD WATER DETAILS ENGINEER'S CERTIFICATION PREPARED UNDER MY ROGER D. NEAL, P.E. COLORADO NO. 29975 FOR AND ON BEHALF SUPERVISION OF HIGH COUNTRY ENGINEERING, INC. I 0 I GENERAL NOTES WATER MAIN NOTES GRADING NOTES 1. ALL STREETS AND DRAINAGE CONSTRUCTION SHALL COMPLY WITH GARFIELD COUNTY SPECIFICATIONS AND CURRENT ROADWAY DESIGN AND CONSTRUCTION CRITERIA. ALL UTILITIES SHALL COMPLY WITH ROARING FORK WATER AND SANITATION DISTRICT SPECIFICATIONS AND STANDARDS. 2. THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES, GARFIELD COUNTY AND HIGH COUNTRY ENGINEERING, INC. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ANY EXISTING UTILITIES (INCLUDING DEPTH AND HORIZONTAL LOCATION) WHICH MAY CONFLICT WITH PROPOSED CONSTRUCTION. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ALL DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE AND IN A TIMELY MANNER. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. ACTUAL LOCATIONS MAY VARY FROM THE PLANS IN THE CASE OF UNDERGROUND UTILITIES. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY. 3. THE CONTRACTOR SHALL NOTIFY GARFIELD COUNTY, THE PROJECT ENGINEER, AND ROARING FORK WATER AND SANITATION DISTRICT AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP, THE CONTRACTOR MUST NOTIFY THE PROJECT ENGINEER 48 HOURS PRIOR TO RE -START. 4. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS WHICH HAVE BEEN APPROVED BY GARFIELD COUNTY AND THE PROJECT ENGINEER ON SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE PROPOSED WORK. 6. TRENCHES SHALL BE EXCAVATED AND THE PIPE EXPOSED FOR THE INSPECTION AT ANY LOCATION ON THE PROJECT IF SO ORDERED BY THE INSPECTOR AT NO ADDITIONAL CHARGE TO THE OWNER. 7. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER FUNCTIONING OF LINES (WATER AND SEWER) FOR UP TO TWO (2) YEARS FROM THE DATE OF PROBATIONARY ACCEPTANCE OF THE LINES BY THE DISTRICT. ANY MALFUNCTION DURING THIS PERIOD OF GUARANTEE SHALL BE REMEDIED BY THE CONTRACTOR TO THE SATISFACTION OF THE DISTRICT ENGINEER AT NO EXPENSE TO THE DISTRICT. 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH AWWA STANDARDS AND SPECIFICATIONS, LATEST REVISIONS. ALL WORK SHALL BE INSPECTED AND APPROVED BY PERSONNEL OF THE ROARING FORK WATER AND SANITATION DISTRICT AND HIGH COUNTRY ENGINEERING, INC. 2. ALL WATER MAINS SHALL BE CLASS 52 DUCTILE IRON PIPE (AWWA C-151-81). ALL JOINTS AND FITTINGS SHALL BE IN ACCORDANCE WITH AWWA STANDARDS AND SPECIFICATIONS. ANY VARIATION OF THIS STANDARD SHALL BE NOTED ON THE PLANS AND ALL D.I. PIPE FITTINGS SHALL BE POLYETHYLENE WRAPPED. 3. ALL BENDS, PLUGS, REDUCERS, AND FIRE HYDRANTS TO BE RODDED OR MECHANICALLY RESTRAINED ABOVE THE ROBERTSON IRRIGATION DITCH. 4. THERE SHALL BE A MINIMUM COVER OF 5.5 FEET OVER ALL WATER MAINS. 5. ALL BENDS, TEES, FIRE HYDRANTS, BLOW -OFFS AND PLUGS AT DEAD END MAINS SHALL BE PROTECTED FROM THRUST BY USING CONCRETE THRUST BLOCKS, AND/OR MECHANICAL RESTRAINTS AS APPROVED BY THE DISTRICT ENGINEER. 6. PRECAUTIONS SHALL BE TAKEN TO PROTECT THE INTERIOR OF PIPES, FITTINGS, AND VALVES AGAINST CONTAMINATION. ALL OPENINGS IN THE PIPELINE SHALL BE CLOSED WITH WATERTIGHT PLUGS WHEN PIPE LAYING IS STOPPED AT THE CLOSE OF THE DAY'S WORK OR FOR OTHER REASONS, SUCH AS REST BREAKS OR MEAL PERIODS. 7. WHEN NECESSARY TO LOWER OR RAISE WATER LINES AT STORM DRAINS AND OTHER UTILITY CROSSING, A MINIMUM CLEARANCE OF 1.50 FEET SHALL BE MAINTAINED BETWEEN OUTSIDE OF PIPES. 8. THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITY COMPANIES AND DETERMINED THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO PROCEEDING WITH THE EXCAVATION. ALL WORK PERFORMED IN THE AREA OF THE PUBLIC UTILITIES SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THESE AGENCIES. 9. COMPACTION OF ALL TRENCHES MUST BE ATTAINED IN ACCORDANCE WITH THE SOILS REPORTS AND COMPACTION TEST RESULTS SUBMITTED TO GARFIELD COUNTY PRIOR TO PROBATIONARY ACCEPTANCE. 8. ROTATE SANITARY AND STORM SEWER MANHOLE CONES TO PREVENT COVERS FROM FALLING WITH WHEEL PATH 10. WATER SERVICES, WATER LINES, AND FIRE HYDRANT LINES CROSSING STORM SEWER SHALL BE DEFLECTED TO AREAS. MAINTAIN A MINIMUM OF FIVE AND ONE-HALF (5.5) FEET OF SEPERATION BETWEEN THE WATER LINE AND STORM SEWER LINE, CONTACT THE ENGINEER IF DEFLECTION IS NOT POSSIBLE. 9. ALL PRE -ANNEXATION AGREEMENTS BETWEEN FLYING M RANCH AND THE ROARING FORK SANITATION DISTRICT WILL BE MAINTAINED THROUGH OUT CONSTRUCTION OF THIS PROJECT. 11. SERVICE LINE CONNECTIONS WILL BE MADE WITH PIPE SADDLES AND CORPORATION STOPS PER THE REQUIREMENTS OF THE DISTRICT. DIRECT TAPPING OF THE WATER MAIN WITH OUT THE USE OF PIPE SADDLES 10. ALL IRRIGATION INSTALLATION SHALL BE PER GEOTECHNICAL REPORT CONDITIONS OR THE PRE -ANNEXATION SHALL NOT BE ALLOWED. SERVICE LINES ON THE WATER MAIN SHALL BE LOCATED 45` ABOVE THE HORIZONTAL AGREEMENT DOCUMENTATION. WITH A GOOSE NECK PROVIDED. CORPORATION STOPS SHALL BE LEFT IN THE OPEN POSITION SO THAT SERVICE LINES ARE TESTED AS PART OF WATERLINE TESTING. 11. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 12. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE STREET RIGHT-OF-WAY. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER INVOLVED. 13. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE PRIVATE PROPERTY OWNER OR THE IRONBRIDGE OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS. 15. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE A PRECONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. PARTICIPANTS SHALL INCLUDE, BUT NOT BE LIMITED TO, REPRESENTATIVES OF THE CONTRACTOR, EXCAVATOR, ENGINEER, OWNER AND DISTRICT. SEPARATION OF WATER AND SEWER MAINS 1. PARALLEL INSTALLATION: A. SPECIAL CONDITIONS --WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN FEET, A WATER MAIN MAY BE LAID CLOSER TO STORM OR SANITARY SEWER PROVIDED THAT: 1) IT IS LAID IN A SEPARATE TRENCH. 2) THE ELEVATION OF THE CROWN OF THE SEWER IS AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. SUCH SEPARATION SHOULD BE OF UNDISTURBED OR COMPACTED 3) WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED, THE SEWER SHOULD BE CONSTRUCTED OF MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION. A. NORMAL CONDITIONS --WHENEVER POSSIBLE, WATER MAINS CROSSING OVER HOUSE SEWERS, STORM SEWERS, OR SANITARY SEWERS SHALL BE LAID TO PROVIDE A SEPARATION OF AT LEAST 18 INCHES BETWEEN THE INVERT OF THE PRESSURE WATER MAIN AND THE CROWN OF THE SEWER. B. SPECIAL CONDITIONS --WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION AS DESCRIBED ABOVE, THE FOLLOWING CONSTRUCTION SHALL BE USED: 1) SEWER PASSING OVER OR LESS THAN 18 INCHES UNDER WATER MAINS SHALL BE CONSTRUCTED OR MODIFIED USING ONE OF THE FOLLOWING METHODS: a) ONE LENGTH OF PIPE AT LEAST 20 FEET LONG CENTERED OVER OR UNDER THE WATER MAIN. JOINTS BETWEEN THE SEWER PIPE AND THE SPECIAL PIPE, AS DEFINED BELOW, SHALL BE ENCASED IN A CONCRETE COLLAR AT LEAST 6 INCHES THICK AND EXTENDING AT LEAST 6 INCHES EITHER SIDE OF THE JOINT OR, 2) WATER MAINS PASSING UNDER SEWERS SHOULD, IN ADDITION, BE PROTECTED BY PROVIDING: a) A VERTICAL SEPARATION OF AT LEAST 18 INCHES BETWEEN THE INVERT OF THE SEWER AND THE CROWN OF THE WATER MAIN. b) ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS. 3. EXISTING PIPE: A. TO BE ABANDONED IN PLACE --SANITARY SEWER MAIN IS TO BE ABANDONED IN PLACE. WHERE CONFLICTING WITH PROPOSED SANITARY SEWER MAIN THE EXISTING WILL BE REMOVED (10) FEET IN BOTH DIRECTION FROM POINT OF CONFLICT. 12. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONFORMING TO ALL REQUIRED PERMITS FOR UTILITY CONSTRUCTION WITHIN THE EXISTING ROADWAYS. 13. THE LOCATION OF EXISTING WATERLINES AS SHOWN IS APPROXIMATE BASED ON EXPOSED VALVE LOCATIONS AND THE BEST AVAILABLE RECORDS OF THE DISTRICT. CONTRACTOR TO USE CAUTION WHEN WORKING NEAR SHOWN LOCATION OF WATERLINES. 14. THE CONTRACTOR SHALL NOT OPERATE ANY EXISTING OR NEW WATERLINE VALVES EXCEPT IN THE CASE OF AN EMERGENCY. CONTRACTOR SHALL NOTIFY THE DISTRICT A MINIMUM OF 48 HOURS IN ADVANCE OF ANY VALVE OPERATION REQUIRED TO COMPLETE THE WORK. 15. WATERLINES SHALL BE INSTALLED AT RELATIVELY STRAIGHT LINES BETWEEN FITTINGS. TRACING WIRE SHALL BE INSTALLED WITHIN 2 -INCHES OF THE TOP OF THE PIPE. THE WIRE SHALL BE CARRIED UP THE OUTSIDE OF EACH VALVE BOX AND ENTER INTO THE VALVE BOX THROUGH A lh-INCH DRILLED HOLE WITH A 6 -INCH LEAD CRIMPED INSIDE THE BOX. 16. ALL BURIED FITTINGS AND VALVES SHALL BE WRAPPED IN POLYETHYLENE TUBING IN ACCORDANCE WITH AWWA STANDARD C 105 METHOD A. CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL BENDS, TEES, VALVES AND CAPS, ETC. THE FITTING WITH THRUST BLOCKS SHALL NOT BE BACKFILLED UNTIL THE CONCRETE HAS BEEN GIVEN SUFFICIENT TIME TO CURE. 17. SEPARATION BETWEEN THE SANITARY SEWER MAIN AND WATER MAINS SHALL BE MAINTAINED AT 10 -FEET EXCEPT AT SPECIFIED CROSSINGS. 18. ALL TRENCHES SHALL BE COMPACTED TO 95% AS DETERMINED BY AASHTO T-99. WATER REQUIRED FOR MOISTURE CONDITIONING OF BACKFILL MATERIAL CAN BE OBTAINED BY CONTACTING THE DISTRICT. ALL NECESSARY COMPACTION TESTING SHALL BE COMPLETED THROUGH A CERTIFIED SOILS LAB. A COPY OF THE COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE DISTRICT DURING THE COURSE OF THE PROJECT. 19. ALL WATER SERVICES SHALL BE 1 -INCH TYPE K COPPER UNLESS OTHERWISE APPROVED BY THE DISTRICT OR NOTED ON THE PLANS. 20. UTILITY TRENCHES FOR ALL UTILITIES ABOVE OR WEST OF THE ROBERTSON DITCH SHALL BE OVER -EXCAVATED ONE (1) FOOT BELOW THE LOWEST UTILITY. LANDSCAPE AND WEED MANAGEMENT NOTES 1. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE REVEGETATED ACCORDING TO THE FOLLOWING CRITERIA. DURING CONSTRUCTION, EROSION WHICH MAY POSE A THREAT TO SURROUNDING PROPERTIES OR WATERWAYS WILL BE CONTAINED THROUGH THE USE OF TEMPORARY EROSION CONTROL MEASURES AS DEEMED NECESSARY. 2. REVEGETATION OF DISTURBED AREAS SHALL COMMENCE IN THE FALL, PRIOR TO THE FIRST MAJOR SNOWFALL, OR EARLY SPRING IF SITE CONDITIONS ALLOW. 3. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. ALL DISTURBED AREAS SHALL BE SEEDED, MULCHED OR SODDED. RIVENDELL'S LOW GROW RECLAMATION MIX: RATE OF 4-1 LB. PER 1,000 SF; 30% CRESTED WHEATGRASS (EPHRIAM), 25% SHEEP FESCUE, 20% PERENNIAL RYEGRASS, 15% CHEWINGS FESCUE, 10% CANADA BLUEGRASS. 5. ALL TOPSOIL SHALL BE SALVAGED FROM DISTURBED AREAS, STOCKPILED AND RE -SPREAD PRIOR TO REVEGETATION. TOPSOIL SHOULD NOT BE RE -SPREAD ON AREAS OF THE SITE PROPOSED FOR FUTURE BUILDING. THE FINISHED SOIL SURFACE SHALL BE LEFT IN AN IRREGULAR, SCARIFIED CONDITION THAT MAXIMIZES MOISTURE RETENTION ON THE SLOPE. 6. SEED SHALL BE HYDRAULICALLY APPLIED AND FOLLOWED BY APPLICATION OF HYDRAULICALLY APPLIED MULCH OR STRAW. STRAW MULCH SHALL BE SECURED IN PLACE WITH A HYDRAULICALLY APPLIED TACKIFIER. 7. IN THE SEASONS FOLLOWING PLANTING, NOXIOUS WEED CONTROL SHOULD TAKE PLACE TWICE YEARLY IN THE DISTURBED AND NEWLY PLANTED AREAS UNTIL WELL ESTABLISHED PLANTS ARE HEALTHY AND COVER THE BARE SOIL. 8. OTHER WEED MANAGEMENT BEYOND THE DISTURBED AREAS SHOULD BE DONE TWICE EACH YEAR. THIS SHOULD INCLUDE LOCATING AND EITHER CUTTING OR SELECTIVE SPOT SPRAYING ANY NOXIOUS WEEDS AS SHOWN ON A MAP OF NOXIOUS WEEDS FOR FLYING M RANCH. 1. ALL GEOTECHNICAL REPORTS PREPARED FOR THE EASTBANK, LLC / FLYING M MRANCH PUD SITE SHALL BE FOLLOWED PER HP/KUMAR GEOTECH'S RECOMMENDATIONS. THESE REPORTS INCLUDE HP GEOTECH REPORT NO'S: 105 115-5 DATED JULY 8TH, 2005; JOB NO. 105 115-4 DATED MAY 31ST, 2005; 2. ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS. 3. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. CERTIFIED WEED FREE EROSION CONTROL BALES (PER GARFIELD COUNTY) OR SILT FENCE SHALL BE PLACED AT THE TOE AND DRAINAGE OUTFALL POINTS OF ALL SLOPES 3:1 OR STEEPER TO PREVENT SILTATION ON STREETS. REFER TO STORMWATER MANAGEMENT PLAN FOR DETAIL AND LOCATION OF EROSION CONTROL MEASURES. 5. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO GRADING, DUST AND EROSION. 6. ALL AREAS DISTURBED DURING CONSTRUCTION WILL BE REVEGETATED ACCORDING TO THE FOLLOWING CRITERIA. DURING CONSTRUCTION, EROSION WHICH MAY POSE A THREAT TO SURROUNDING PROPERTIES OR WATERWAYS WILL BE CONTAINED THROUGH THE USE OF TEMPORARY EROSION CONTROL MEASURES AS DEEMED NECESSARY. 7. REVEGETATION OF DISTURBED AREAS SHALL COMMENCE IN THE FALL, PRIOR TO THE FIRST MAJOR SNOWFALL, OR EARLY SPRING IF SITE CONDITIONS ALLOW. 8. EXPOSURE OF SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 9. ALL DISTURBED AREAS SHALL BE SEEDED, MULCHED OR SODDED. RIVENDELL'S LOW GROW RECLAMATION MIX: RATE OF 4-1 LB. PER 1,000 SF; 30% CRESTED WHEATGRASS (EPHRIAM), 25% SHEEP FESCUE, 20% PERENNIAL RYEGRASS, 15% CHEWINGS FESCUE, 10% CANADA BLUEGRASS. 10. ALL TOPSOIL SHALL BE SALVAGED FROM DISTURBED AREAS, STOCKPILED AND RE -SPREAD PRIOR TO REVEGETATION. TOPSOIL SHOULD NOT BE RE -SPREAD ON AREAS OF THE SITE PROPOSED FOR FUTURE BUILDING. THE FINISHED SOIL SURFACE SHALL BE LEFT IN AN IRREGULAR, SCARIFIED CONDITION THAT MAXIMIZES MOISTURE RETENTION ON THE SLOPE. 11. SEED SHALL BE HYDRAULICALLY APPLIED AND FOLLOWED BY APPLICATION OF HYDRAULICALLY APPLIED MULCH OR STRAW. STRAW MULCH SHALL BE SECURED IN PLACE WITH A HYDRAULICALLY APPLIED TACKIFIER. 12. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND -CAUSED EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTIES. 13. ALL STRUCTURES LOCATED WITHIN THE FLYING M RANCH PUD SHALL HAVE ENGINEERED FOUNDATIONS. BASEMENTS SHALL BE ALLOWED ONLY WHERE SAFE, AS DETERMINED BY A LICENSED COLORADO ENGINEER, AND WILL BE ABOVE FLOODPLAIN ELEVATIONS. PARCEL B SHALL NOT HAVE BASEMENTS UNLESS VERIFIED TO BE 1' ABOVE 100 YEAR FLOODPLAIN AT BASEMENT LEVEL. 14. CONTRACTOR SHALL MAINTAIN DRAINAGE/OVERFLOW PATHS BETWEEN BUILDINGS AT ALL TIMES. 15. OV EXCAVATION OF UP TO 10f FEET WILL BE REQUIRED ON PARCEL D TO RECOMPACT THE OVERBURDEN, MATERIAL COMPACTION SHALL MEET GEOTECH'S REQUIREMENTS. 16. CONTRACTOR SHALL ESTABLISH AND MAINTAIN VEHICLE TRACKING PADS AT ALL CONSTRUCTION ACCESSES. 17. ALL DRAINAGE SWALES MUST BE A MINIMUM 2% SLOPE OR AS REQUIRED IN THE SOILS REPORT. SANITARY SEWER NOTES 1. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE ROARING FORK WATER AND SANITATION DISTRICT SPECIFICATIONS AND STANDARDS. 2. SEWER MAINS SHALL BE PVC, ASTM D-3034, SDR 35. 3. SEWER LINES SHALL BE 10.00 FEET FROM WATER LINES EXCEPT WHEN CROSSING EACH OTHER. SEWER LINES WHICH CROSS LESS THAN 1.50 FEET VERTICALLY FROM THE WATER MAIN SHALL BE ENCASED IN CONCRETE AS PER ROARING FORK WATER AND SANITAION DISTRICT STANDARD AND SPECIFICATIONS. USE RUBBER GASKETS FOR PVC ENCASEMENT. 4. THE CONTRACTOR AND SURVEY CREW SHALL VERIFY ELEVATIONS OF EXISTING SEWER LINES AND MANHOLES TO BE TIED TO PRIOR TO CONSTRUCTION OR STAKING OF SANITARY SEWER. 5. NO UNDERDRAIN SYSTEM WILL BE ALLOWED TO BE PLACED IN MAINLINE OR SEWER SERVICE TRENCHES. 6. SEWER SERVICE TEES FOR EACH UNIT SHALL BE STAKED BY A SURVEY CREW AND FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER "AS CONSTRUCTED" LOCATION OF TEES. SEWER WYES SHALL BE USED RATHER THAN TEES. 7. ALL MANHOLES SHALL BE 48 -INCHES IN DIAMETER WITH 24 -INCH RING AND COVER, ECCENTRIC CONE UNLESS OTHERWISE SPECIFIED. THE FIRST STEP SHALL BE NO MORE THAN 18" DOWN FROM TOP. 8. AT LEAST FIVE (5) DAYS PRIOR TO THE START OF CONSTRUCTION, A PRE -CONSTRUCTION MEETING WILL BE HELD AT THE OFFICE OF THE DISTRICT ENGINEER AND ATTENDED BY THE CONTRACTOR AND REPRESENTATIVES OF THE OTHER APPROVING AGENCIES. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE DISTRICT ENGINEER TO SCHEDULE THIS MEETING. 9. ALL PIPE LENGTHS ARE APPROXIMATE. 10. THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AT ALL TIMES ONE (1) SIGNED COPY OF THE PLANS WHICH HAVE BEEN APPROVED BY THE ROARING FORK WATER AND SANITATION DISTRICT AND THE DISTRICT ENGINEER. 11. ALL MANHOLES SHALL HAVE SHAPED INVERTS. 12. ALL SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE ROARING FORK WATER AND SANITATION DISTRICT STANDARDS AND SPECIFICATIONS PRIOR TO ACCEPTANCE OR ANY CONNECTION TO AN EXISTING SEWER LINE. 13. PRIOR TO STARTING WORK WHERE SEWER MAIN IS TO BE INSTALLED INTO EXISTING DISTRICT SEWER SYSTEMS, THE NEAREST MANHOLE TO THE POINT OF TIE-IN SHALL BE PLUGGED WITH A PLUMBER'S PLUG ON THE INLET SIDE BY THE CONTRACTOR. THIS PLUG SHALL REMAIN IN PLACE UNTIL PRELIMINARY ACCEPTANCE BY THE DISTRICT. ITS PURPOSE SHALL BE TO PREVENT ANY MUD, WATER OR OTHER MATERIALS FROM ENTERING THE LINE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUMPING AND CLEANING THESE MANHOLES AND REMOVING THE PLUG WHEN SO INSTRUCTED BY THE DISTRICT. 14. PRIOR TO PROBATIONARY ACCEPTANCE WALK-THROUGH AND TELEVISIONING MAIN LINES, THE CLIENT SHALL JET CLEAN THE ENTIRE SANITARY SEWER SYSTEM AND PUMP OUT AT THE PLUGGED MANHOLE. 15. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE DISTRICT. THE DISTRICT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND SPECIFICATIONS. 16. ALL SERVICE LINE CONNECTIONS TO THE NEW MAIN SHALL BE ACCOMPLISHED WITH FULL BODY WYES OR TEES. TAPPING SADDLES WILL NOT BE ALLOWED. 17. ALL TRENCHES SHALL BE COMPACTED TO 95% AS DETERMINED BY AASHTO T-99. CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL NECESSARY COMPACTION TESTS THROUGH A CERTIFIED SOILS LAB. A COPY OF THE COMPACTION TEST RESULTS SHALL BE PROVIDED TO THE DISTRICT DURING THE COURSE OF THE PROJECT. 18. A MINIMUM 10 -FOOT SEPARATION SHALL BE MAINTAINED AT ALL TIMES BETWEEN WATERLINES AND SEWERLINES (EXCEPT AT SPECIFIC CROSSINGS). 19. ALL SANITARY SEWER SERVICES TO BE 4" PVC SDR -35 UNLESS OTHERWISE SPECIFIED. 20. SEWER SERVICE STUB -OUTS SHALL EXTEND 14 -FEET BEYOND THE PROPERTY LINE AND SHALL BE GLUE -CAPPED AND MARKED WITH A 2X4 POST PAINTED GREEN. 21. NO SERVICE LINES SHALL BE CONNECTED DIRECTLY INTO MANHOLES. 22. THE INVERT CHANNEL FOR DEAD-END MANHOLES SHALL BE A MINIMUM 3 FEET OF THE LENGTH THROUGH THE MANHOLE BASE TO FACILITATE TESTING AND ACCESS FOR THE DISTRICT'S MAINTENANCE EQUIPMENT. 23. ALL SANITARY SEWER LINES SHALL BE VIDEO TAPED. AMENDED PLAT OF EASTBANK, LLC LOTS 2 &3 (LOTS 2 AND 3 OF EASTBANK, LLC MINOR SUBDIVISION -RECEPTION NO. 8677 i 6 &ROARING FORK RE- I SCHOOL DISTRICT-EASTBANK, LLC LOT LINE ADJUSTMENT (RECEPTION NO 865787 PLAT NOTES: 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S89'54'27"W BETWEEN THE EAST QUARTER CORNER OF SECTION 35, A STONE IN PLACE AND THE WEST QUARTER OF SECTION 35, A STONE FOUND IN PLACE AS SHOWN HEREON. 2. DATE OF THIS SURVEY WAS SUMMER OF 2015. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET.PS 3. THIS SURVEY IS BASED ON RECEPTION NO. 697251 RECEPTION NO 697252 AN IMPROVEMENT SURVEY PLAT PREPARED BY M. DARRELL WHITE L.S. NO. 9337 DATED: SEPTEMBER 17, 1999, THE EASTBANK MINOR SUBDIVISION RECEPTION NO. 867716 AND THE EASTBANK ROARING FORK RE -1 LOT LINE ADJUSTMENT PLAT RECEPTION NO. 865787, THE EASTBANK LOT SPLIT RECORDED AT RECEPTION NO. 770436, THE EASTBANK PARCEL 2 LOT SPLIT RECORDED AT RECEPTION NO. 813402 AND CORNERS FOUND IN PLACE AS SHOWN HEREON. 4. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY LAND TITLE COMPANY, EFFECTIVE DATE: NOVEMBER 10, 2017. (FILE NUMBERS ABH63012355, ABH63012356 & ABH63012357). 5. ANY FUTURE LAND USE DEVELOPMENT APPLICATION PROPOSAL WITH RESPECT TO LOT 3 HEREOF SHALL BE REQUIRED TO PROVIDE ADEQUATE ROAD ACCESS FOR SUCH PROPOSED USES SUFFICIENT TO SATISFY THEN APPLICABLE GARFIELD COUNTY STANDARDS. 6. CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 7. NO OPEN HEARTH SOLID FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE NEW SOLID- FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET.SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. 8. ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL BE DIRECTED INWARD AND DOWNWARD TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. 9. COLORADO IS A "RIGHT -TO -FARM" STATE PURSUANT TO C.R.S. 35-3-11, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE, EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING, FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON -NEGLIGENT MANNER. THEREFORE, ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERATIONS. 10. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AN ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. 11. DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD OR ON A LEASH TO PREVENT HARASSMENT OF WILDLIFE. 12. FENCING ON THE PROPERTY SHALL COMPLY WITH THE COLORADO PARKS AND WILDLIFE SPECIFICATIONS FOR WILDLIFE -FRIENDLY FENCING. 13. ENGINEER -DESIGNED SEPTIC SYSTEMS ARE REQUIRED WITHIN THIS SUBDIVISION IN THE ABSENCE OF CONNECTION TO THE ROARING FORK SANITATION WATER DISTRICT CENTRAL UTILITY SERVICES. 14. THE PROPERTY IS UNDERLAIN BY EAGLE VALLEY EVAPORITE, AND NUMEROUS SINKHOLES AND SOIL -COLLAPSE OCCURRENCES HAVE BEEN IDENTIFIED WITHIN SEVERAL THOUSAND FEET OF THE SITE. SINKHOLES SUBSIDENCE AND GROUND DEFORMATION DUE TO COLLAPSE OF SOLUTION CAVITIES AND VOIDS ARE A SERIOUS CONCERN IN THE EAGLE VALLEY EVAPORITE. INFREQUENT SINKHOLE FORMATION IS STILL AN ACTIVE GEOLOGIC PROCESS IN THE ROARING FORK VALLEY, AND GROUND SUBSIDENCE RELATED TO THE DISSOLUTION OF EVAPORITE BEDROCK IS AN UNPREDICTABLE RISK. 15. THE ACCESS DRIVEWAY FROM CR 154 TO LOT 1 OF THE EASTBANK MINOR SUBDIVISION MAY ONLY BE COMBINED FOR PRIMARY ACCESS TO LOT 2 OF THE EASTBANK MINOR SUBDIVISION. THE ACCESS DRIVEWAY FROM CR 154 TO LOT 1 SHALL NOT BE COMBINED AS PRIMARY ACCESS TO ANY OTHER PARCEL OR LOT. 16. LOT 2 AND 3 SHALL DEVELOP A STORM WATER MANAGEMENT PLAN AT THE TIME OF DEVELOPMENT OR REDEVELOPMENT. 17. THE PENDING PUD MAP PERMITTING SUBDIVISION AND LAND USE DEVELOPMENT HAS OR WILL SHOW THE 1987 FEMA FLOODPLAIN INFORMATION THAT IS CURRENTLY IN EFFECT. THE 2015 PRELIMINARY MAPPING WHICH IS THE MOST UP TO DATE MAPPING AVAILABLE, BUT HAS NOT YET BEEN ACCEPTED BY THE COUNTY AND A LINE DEMARKING HCE ACTUAL ELEVATIONS LOCATED IN THE FIELD OF THE 2015 FLOODPLAIN MAPPING. TRANSFER PARCEL DESCRIPTIONS EASTBANK. LLC TO ROARING FORK RE -1 SCHOOL DISTRICT A PARCEL OF LAND SITUATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING WITHIN LOT 2 OF EASTBANK, LLC MINOR SUBDIVISION RECORDED SEPTEMBER 8, 2015 AS RECEPTION NO. 867716 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE, FROM WHENCE THE EAST QUARTER CORNER OF THE SAID SECTION BEARS N89 -54'27"E, 5244.60 FEET DISTANT, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE S66'35'48"E A DISTANCE OF 2565.41 FEET TO THE POINT OF BEGINNING: THENCE S18'37'26"E A DISTANCE OF 135.06 FEET; THENCE N88'20'50"W A DISTANCE OF 43.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 376.00 FEET AND A CENTRAL ANGLE OF 18'02'22", A DISTANCE OF 118.38 FEET (CHORD BEARS N79'19'44"W A DISTANCE OF 117.89 FEET); THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 243.00 FEET AND A CENTRAL ANGLE OF 32'45'20", A DISTANCE OF 138.92 FEET (CHORD BEARS N86'41'13"W A DISTANCE OF 137.04 FEET); THENCE S76'56'07"W A DISTANCE OF 121.28 FEET; THENCE N49'42'07"E A DISTANCE OF 180.72 FEET; THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 276.79 FEET AND A CENTRAL ANGLE OF 28'41'44", A DISTANCE OF 134.12 FEET (CHORD BEARS S60'21'04"E A DISTANCE OF 132.72 FEET); THENCE N58'17'21"E A DISTANCE OF 139.08 FEET TO THE POINT OF BEGINNING. CONTAINING 23,771 SQUARE FEET OR 0.546 ACRES, MORE OR LESS. ROARING FORK RE -1 SCHOOL DISTRICT TO EASTBANK. LLC A PARCEL OF LAND SITUATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING WITHIN PARCEL 1 OF THE EASTBANK, LLC LOT LINE ADJUSTMENT RECORDED JULY 23, 2015 AS RECEPTION NO. 865787 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 35, A STONE FOUND IN PLACE, FROM WHENCE THE EAST QUARTER CORNER OF THE SAID SECTION BEARS N89'54'27"E, 5244.60 FEET DISTANT, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE S58'44'43"E A DISTANCE OF 2235.65 FEET TO THE POINT OF BEGINNING THENCE N76'56'07"E A DISTANCE OF 73.59 FEET; THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 650.00 FEET AND A CENTRAL ANGLE OF 6'09'14", A DISTANCE OF 69.81 FEET (CHORD BEARS S53'14'10"W A DISTANCE OF 69.78 FEET); THENCE N32'02'32"W A DISTANCE OF 29.66 FEET TO THE POINT OF BEGINNING CONTAINING 1,076 SQUARE FEET OR 0.025 ACRES, MORE OR LESS. SURVEYOR'S STATEMENT I, BILL W. A. BAKER, DO HEREBY STATE THAT THIS LOT LINE ADJUSTMENT WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC. FOR EASTBANK, LLC, THAT SAID LOT LINE ADJUSTMENT WAS PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE. BY BILL W. A. BAKER, L.S. NO. 23875 "ELIMINA�' SITUATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO OWNERS ACKNOWLEDGEMENT: EASTBANK, LLC EASTBANK, LLC, A COLORADO LIMITED LIABILITY COMPANY BY: DUNRENE MANAGEMENT, INC., A COLORADO CORPORATION, MANAGER NAME:ROBERT DUNCAN MACGREGOR ITS: PRESIDENT STATE OF COLORADO ) )ss COUNTY OF GARFIELD ) THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ------- DAY OF------------------ 2018, BY --------------------- MY COMMISSION EXPIRES:--- WITNESS XPIRES:___WITNESS MY HAND AND SEAL NOTARY PUBLIC OWNERS ACKNOWLEDGEMENT: ROARING FORK REFI SCHOOL DISTRICT ROARING FORK RE -1 SCHOOL DISTRICT, A POLITICAL SUBDIVISION OF THE STATE OF COLORADO BY: ROARING FORK RE -1 SCHOOL DISTRICT NAME: ------------------------------- STATE OF COLORADO ) )ss COUNTY OF GARFIELD ) THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ------- DAY OF------------------ 2018, BY --------------------- MY COMMISSION EXPIRES: WITNESS MY HAND AND SEAL NOTARY PUBLIC VICINITY MAP SCALE: 1" = 2,000' CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY AT ____'CLOCK________, ON THIS ____ DAY OF__________ A.D. 2018, AND IS DULY RECORDED AS RECEPTION NO._________. CLERK AND RECORDER BY: ------ DEPUTY COUNTY COMMISIONERS` CERTIFICATE THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS ____ DAY OF ------ --------- A.D., 20_____, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK CERTIFICATE OF TAXES PAID I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF______________, UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID FULL. DATED THIS _____ DAY OF GARFIELD COUNTY TREASURER A.D., 2018. CERTIFICATE OF DEDICATION AND OWNERSHIP THE UNDERSIGNED EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82, A REBAR AND CAP FOUND IN PLACE, (WHENCE THE SOUTHEAST CORNER OF SAID SECTION 35, BEING A 3 1/4" ALUMINUM CAP, BEARS S37'44'52"E A DISTANCE OF 2075.65 FEET); THENCE DEPARTING SAID RIGHT-OF-WAY S33'14'47"W A DISTANCE OF 381.32 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING THREE (3) COURSES ALONG SAID CENTERLINE OF THE ROARING FORK RIVER: 1. N72'34'38"W A DISTANCE OF 806.63 FEET; 2. S87'46'22"W A DISTANCE OF 351.38 FEET; 3. S8512'22"W A DISTANCE OF 170.00 FEET; THENCE DEPARTING SAID CENTERLINE N04'47'38"W A DISTANCE OF 125.00 FEET; THENCE S77'03'06"W A DISTANCE OF 249.82 FEET; THENCE S53'45'59"W A DISTANCE OF 39.00 FEET; THENCE S00'00'00"E A DISTANCE OF 22.42 FEET; THENCE S71'38'40"W A DISTANCE OF 82.76 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 745.00 FEET, A CENTRAL ANGLE OF 14'25'06", A DISTANCE OF 187.48 FEET (CHORDS BEARS S64 -26'07"W A DISTANCE OF 186.98 FEET); THENCE S57'13'34"W A DISTANCE OF 178.94 FEET; THENCE S78'47'49"W A DISTANCE OF 226.84 FEET; THENCE N76'50'20"W A DISTANCE OF 398.56 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1517.00 FEET, A CENTRAL ANGLE OF 07'17'55", A DISTANCE OF 193.24 FEET (CHORD BEARS N05'46'21"W A DISTANCE OF 193.11 FEET); THENCE NO2'07'30"W A DISTANCE OF 93.94 FEET; THENCE N06'53'56"W A DISTANCE OF 199.65 FEET; THENCE ALONG A TANGENT CURVE TO THE " ' '35'56" LEFT HAVING A RADIUS OF 636.00 FEET A CENTRAL ANGLE OF 08CHORD BEARS N12'1022W A DISTANCE OF 95.36 FEET THENCE N16'28'12"W A ( ) DISTANCE OF 90.17 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET A CENTRAL ANGLE OF 20 08 57 A DISTANCE OF 105.50 FEET (CHORD BEARS N24'44'53"W A DISTANCE OF 104.96 FEET); THENCE N07'31'07"W A DISTANCE OF 197.63 FEET; THENCE N48'20'56"E A DISTANCE OF 78.22 FEET; THENCE N27'54'09"E A DISTANCE OF 156.25 FEET; THENCE N00'54'54"W A DISTANCE OF 126.04 FEET; THENCE N20'21'21"E A DISTANCE OF 133.39 FEET; THENCE N13'30'20"E A DISTANCE OF 86.17 FEET; THENCE N49'27'26"E A DISTANCE OF 184.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35; THENCE DEPARTING SAID NORTHERLY BOUNDARY S00'0744E A DISTANCE OF 647.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET, A CENTRAL ANGLE OF 80'49'06", A DISTANCE OF 916.87 FEET, (CHORD BEARS S40'32'17"E A DISTANCE OF 842.71 FEET); THENCE N72'38'59"E A DISTANCE OF 261.56 FEET, THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 830 FEET AND A CENTRAL ANGLE OF 4'17'08", A DISTANCE OF 62.08 FEET (CHORD BEARS N74 -47'33"E A DISTANCE OF 62.07 FEET); THENCE N76'56'07"E A DISTANCE OF 335.99 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 243.00 FEET AND A CENTRAL ANGLE OF 32'45'20" A DISTANCE OF 138.92 FEET CHORD BEARS S86'41'13"E A DISTANCE OF 137.04 FEET • THENCE N39'14'19"W A DISTANCE OF 103.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 376.00 FEET AND A CENTRAL ANGLE OF 18'02'22", A DISTANCE OF 118.38 FEET (CHORD BEARS S79'19'44"E A DISTANCE OF 117.89 FEET); THENCE S88'20'55"E A DISTANCE OF 43.87 FEET; THENCE N18'37'26"W A DISTANCE OF 135.06 FEET; THENCE N58'17'21"E A DISTANCE OF 323.41 FEET; THENCE S79'15'14"E A DISTANCE OF 29.45 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 169.00 FEET AND A CENTRAL ANGLE OF 33'05'43", A DISTANCE OF 97.62 FEET (CHORD BEARS N84'11'54"E A DISTANCE OF 96.27 FEET); THENCE N67'39'02"E A DISTANCE OF 82.34 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82: 1. S47'06'31"E A DISTANCE OF 304.80 FEET; 2. S51'13'28"E A DISTANCE OF 111.93 FEET, 3. S54'41'49"E A DISTANCE OF 186.78 FEET; 4. S56'02'59"E A DISTANCE OF 181.61 FEET, 5. S57'13'24"E A DISTANCE OF 90.41 FEET TO THE POINT OF BEGINNING SAID PARCEL OF LAND CONTAINING 33.910 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT AND PLATTED AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF A RESUBDIVISION OF LOT 2 AND 3 OF EASTBANK, LLC MINOR SUBDIVISION. A SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNER HEREBY DEDICATE(S) TO THE OWNERS OF THE LOTS THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. EXECUTED THIS _-_ DAY OF __- --- _------- -. A.D., 2018. OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 81611 BY: DUNRENE MANAGEMENT, INC., A COLORADO CORPORATION, MANAGER BY: ------------------------------ NAME: ROBERT DUNCAN MACGREGOR ITS: PRESIDENT STATE OF COLORADO ) )ss COUNTY OF THE FOREGOING CERTIFICATION OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF____- 2018, AS ----------- -_-_ OF EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY MY COMMISSION EXPIRES:---- WITNESS XPIRES:__-_WITNESS MY HAND AND OFFICIAL SEAL ------------------------ NOTARY PUBLIC OWNER: ROARING FORK RE -1 SCHOOL DISTRICT, A POLITICAL SUBDIVISION OF THE STATE OF COLORADO BY: -------- STATE OF COLORADO )ss COUNTY OF ) THE FOREGOING CERTIFICATION OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF____-_, 2018, BY- _-, AS ----------- -_-_ OF ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000. MY COMMISSION EXPIRES:-- WITNESS XPIRES:__WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC TITLE CERTIFICATE I, ROBERT C. REESE, AS PRESIDENT OF ADVANCE TITLE COMPANY AS AGENT FOR STEWART TITLE GUARANTY COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY AND THE ROARING FORK RE -1 SCHOOL DISTRICT, A POLITICAL SUBDIVISION OF THE STATE OF COLORADO, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS SET FORTH ON THIS PLAT. DATED THIS ------- DAY OF_____________, A.D., 2018. ADVANCED TITLE COMPANY ROBERT C. REESE, PRESIDENT NO110E: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL AC110N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS I AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY AC110N BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. � > W dU ' I.,°_ w L Z Z Opo 0- (D U� 00) O Z<, -'x O T- W cn02m 0 N ZU N Z d =Ld� 0-I-2 SITE rr �Ir O ° 1� +V CL �r JW Q U (� 07WOj11 CV Q U 0O < Z O U Ld U � ( U Z W Z Q W w . U Z�� ILlyrl O OWNERS ACKNOWLEDGEMENT: EASTBANK, LLC EASTBANK, LLC, A COLORADO LIMITED LIABILITY COMPANY BY: DUNRENE MANAGEMENT, INC., A COLORADO CORPORATION, MANAGER NAME:ROBERT DUNCAN MACGREGOR ITS: PRESIDENT STATE OF COLORADO ) )ss COUNTY OF GARFIELD ) THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ------- DAY OF------------------ 2018, BY --------------------- MY COMMISSION EXPIRES:--- WITNESS XPIRES:___WITNESS MY HAND AND SEAL NOTARY PUBLIC OWNERS ACKNOWLEDGEMENT: ROARING FORK REFI SCHOOL DISTRICT ROARING FORK RE -1 SCHOOL DISTRICT, A POLITICAL SUBDIVISION OF THE STATE OF COLORADO BY: ROARING FORK RE -1 SCHOOL DISTRICT NAME: ------------------------------- STATE OF COLORADO ) )ss COUNTY OF GARFIELD ) THE FOREGOING CERTIFICATION OF OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ------- DAY OF------------------ 2018, BY --------------------- MY COMMISSION EXPIRES: WITNESS MY HAND AND SEAL NOTARY PUBLIC VICINITY MAP SCALE: 1" = 2,000' CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY AT ____'CLOCK________, ON THIS ____ DAY OF__________ A.D. 2018, AND IS DULY RECORDED AS RECEPTION NO._________. CLERK AND RECORDER BY: ------ DEPUTY COUNTY COMMISIONERS` CERTIFICATE THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS ____ DAY OF ------ --------- A.D., 20_____, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK CERTIFICATE OF TAXES PAID I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF______________, UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID FULL. DATED THIS _____ DAY OF GARFIELD COUNTY TREASURER A.D., 2018. CERTIFICATE OF DEDICATION AND OWNERSHIP THE UNDERSIGNED EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82, A REBAR AND CAP FOUND IN PLACE, (WHENCE THE SOUTHEAST CORNER OF SAID SECTION 35, BEING A 3 1/4" ALUMINUM CAP, BEARS S37'44'52"E A DISTANCE OF 2075.65 FEET); THENCE DEPARTING SAID RIGHT-OF-WAY S33'14'47"W A DISTANCE OF 381.32 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING THREE (3) COURSES ALONG SAID CENTERLINE OF THE ROARING FORK RIVER: 1. N72'34'38"W A DISTANCE OF 806.63 FEET; 2. S87'46'22"W A DISTANCE OF 351.38 FEET; 3. S8512'22"W A DISTANCE OF 170.00 FEET; THENCE DEPARTING SAID CENTERLINE N04'47'38"W A DISTANCE OF 125.00 FEET; THENCE S77'03'06"W A DISTANCE OF 249.82 FEET; THENCE S53'45'59"W A DISTANCE OF 39.00 FEET; THENCE S00'00'00"E A DISTANCE OF 22.42 FEET; THENCE S71'38'40"W A DISTANCE OF 82.76 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 745.00 FEET, A CENTRAL ANGLE OF 14'25'06", A DISTANCE OF 187.48 FEET (CHORDS BEARS S64 -26'07"W A DISTANCE OF 186.98 FEET); THENCE S57'13'34"W A DISTANCE OF 178.94 FEET; THENCE S78'47'49"W A DISTANCE OF 226.84 FEET; THENCE N76'50'20"W A DISTANCE OF 398.56 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1517.00 FEET, A CENTRAL ANGLE OF 07'17'55", A DISTANCE OF 193.24 FEET (CHORD BEARS N05'46'21"W A DISTANCE OF 193.11 FEET); THENCE NO2'07'30"W A DISTANCE OF 93.94 FEET; THENCE N06'53'56"W A DISTANCE OF 199.65 FEET; THENCE ALONG A TANGENT CURVE TO THE " ' '35'56" LEFT HAVING A RADIUS OF 636.00 FEET A CENTRAL ANGLE OF 08CHORD BEARS N12'1022W A DISTANCE OF 95.36 FEET THENCE N16'28'12"W A ( ) DISTANCE OF 90.17 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET A CENTRAL ANGLE OF 20 08 57 A DISTANCE OF 105.50 FEET (CHORD BEARS N24'44'53"W A DISTANCE OF 104.96 FEET); THENCE N07'31'07"W A DISTANCE OF 197.63 FEET; THENCE N48'20'56"E A DISTANCE OF 78.22 FEET; THENCE N27'54'09"E A DISTANCE OF 156.25 FEET; THENCE N00'54'54"W A DISTANCE OF 126.04 FEET; THENCE N20'21'21"E A DISTANCE OF 133.39 FEET; THENCE N13'30'20"E A DISTANCE OF 86.17 FEET; THENCE N49'27'26"E A DISTANCE OF 184.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35; THENCE DEPARTING SAID NORTHERLY BOUNDARY S00'0744E A DISTANCE OF 647.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET, A CENTRAL ANGLE OF 80'49'06", A DISTANCE OF 916.87 FEET, (CHORD BEARS S40'32'17"E A DISTANCE OF 842.71 FEET); THENCE N72'38'59"E A DISTANCE OF 261.56 FEET, THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 830 FEET AND A CENTRAL ANGLE OF 4'17'08", A DISTANCE OF 62.08 FEET (CHORD BEARS N74 -47'33"E A DISTANCE OF 62.07 FEET); THENCE N76'56'07"E A DISTANCE OF 335.99 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 243.00 FEET AND A CENTRAL ANGLE OF 32'45'20" A DISTANCE OF 138.92 FEET CHORD BEARS S86'41'13"E A DISTANCE OF 137.04 FEET • THENCE N39'14'19"W A DISTANCE OF 103.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 376.00 FEET AND A CENTRAL ANGLE OF 18'02'22", A DISTANCE OF 118.38 FEET (CHORD BEARS S79'19'44"E A DISTANCE OF 117.89 FEET); THENCE S88'20'55"E A DISTANCE OF 43.87 FEET; THENCE N18'37'26"W A DISTANCE OF 135.06 FEET; THENCE N58'17'21"E A DISTANCE OF 323.41 FEET; THENCE S79'15'14"E A DISTANCE OF 29.45 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 169.00 FEET AND A CENTRAL ANGLE OF 33'05'43", A DISTANCE OF 97.62 FEET (CHORD BEARS N84'11'54"E A DISTANCE OF 96.27 FEET); THENCE N67'39'02"E A DISTANCE OF 82.34 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82: 1. S47'06'31"E A DISTANCE OF 304.80 FEET; 2. S51'13'28"E A DISTANCE OF 111.93 FEET, 3. S54'41'49"E A DISTANCE OF 186.78 FEET; 4. S56'02'59"E A DISTANCE OF 181.61 FEET, 5. S57'13'24"E A DISTANCE OF 90.41 FEET TO THE POINT OF BEGINNING SAID PARCEL OF LAND CONTAINING 33.910 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT AND PLATTED AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF A RESUBDIVISION OF LOT 2 AND 3 OF EASTBANK, LLC MINOR SUBDIVISION. A SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNER HEREBY DEDICATE(S) TO THE OWNERS OF THE LOTS THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD. EXECUTED THIS _-_ DAY OF __- --- _------- -. A.D., 2018. OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 81611 BY: DUNRENE MANAGEMENT, INC., A COLORADO CORPORATION, MANAGER BY: ------------------------------ NAME: ROBERT DUNCAN MACGREGOR ITS: PRESIDENT STATE OF COLORADO ) )ss COUNTY OF THE FOREGOING CERTIFICATION OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF____- 2018, AS ----------- -_-_ OF EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY MY COMMISSION EXPIRES:---- WITNESS XPIRES:__-_WITNESS MY HAND AND OFFICIAL SEAL ------------------------ NOTARY PUBLIC OWNER: ROARING FORK RE -1 SCHOOL DISTRICT, A POLITICAL SUBDIVISION OF THE STATE OF COLORADO BY: -------- STATE OF COLORADO )ss COUNTY OF ) THE FOREGOING CERTIFICATION OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF____-_, 2018, BY- _-, AS ----------- -_-_ OF ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000. MY COMMISSION EXPIRES:-- WITNESS XPIRES:__WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC TITLE CERTIFICATE I, ROBERT C. REESE, AS PRESIDENT OF ADVANCE TITLE COMPANY AS AGENT FOR STEWART TITLE GUARANTY COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY AND THE ROARING FORK RE -1 SCHOOL DISTRICT, A POLITICAL SUBDIVISION OF THE STATE OF COLORADO, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS SET FORTH ON THIS PLAT. DATED THIS ------- DAY OF_____________, A.D., 2018. ADVANCED TITLE COMPANY ROBERT C. REESE, PRESIDENT NO110E: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL AC110N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS I AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY AC110N BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. � > W dU ' I.,°_ w L Z Z Opo 0- (D U� 00) O Z<, -'x O T- W cn02m 0 N ZU N Z d =Ld� 0-I-2 �. N rr �Ir O ° z00z CL �r JW Q U (� 07WOj11 CV Q U 0O < Z O U Ld U mfl, F- m 0_ Oj Q m CO a- Ld Z Y L Q w w i 0 U Q FL V Z r.. V Lo in �. N 0 �Z Yr �' 0 .1 O UU " 0) 0 0 <xu) i*i W Z O~ Nus O U V � ( U Z W Z Q W a t04. U Z�� ILlyrl O �_j 1-' 0 hZ]� U- ^Z �J� O O -oz U 0 IL rx V PROJECT NO. 2151007.00 I OF 3 U 0 JO UU <xu) J z a. Q 0 m Z�� �_j W U- W O O PROJECT NO. 2151007.00 I OF 3 200 I ECTION 35 D STONE N AMENDED PLAT OF EASTBANK, LLC LOTS 2 &3 (LOTS 2 AND 3 OF EASTBANK, LLC MINOR SUBDIVISION, RECEPTION NO, 867716) & ROARING FORK RE - 'I SCHOOL DISTRICT -EASTBANK. LLC LOT LINE ADJUSTMENT (RECEPTION NO 865787 L & Y JAMMARON FAMILY LLLP #5 REBAR & CAP 4915 HWY. 82 L.S. #17488 (FND; GLENWOOD SPRINGS, CO 81601 POINT OF BEGINNING PARCEL 1 X 914.98' - x FOUR MILE CREEK S 48ry �7' 0 t9 3 \� 6S♦ ' \ �9 \R8 Cb O M (( r \ � II N DI 00 00 I I '� •� Z PARCEL 2B ICAL) S49'2726"W 184.75' SITUATED IN THE SOUTH HALF OF SECTION SS, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO I #5 REBAR & CAP \ LINE TABLE \ ILLEGIBLE (FND) W O I WAREHOUSE INVESTMENT 0 VACATED 39.00' IPARNTERSHIP ADJUSTMENT 22.42' 1111 DUNN AVENUE CHEYENNE, WY 82001 \ 82.76' N 89'54' 27"E � RECEPTION NO.865787 1013.14' NO2°07'30"W 93.94' DITCH (TYPICAL) REBAR & CAP L.S. #9337 (FND) BEARS N59'39'42"E 0.94' 0 =20'0731" \ R =1960.08' L =688.48' \ T =347.82' ` CB=S46'16'40"E \ C =684.94' 20' WELL EASEMENT RECEPTION NO. 865788 C =842.71 POINT OF BEGINNIN l l 37.599± Ac. n \ 1,076 SF \\ W \ TRANSFER FROM PARCEL 1 TO 12" CMPLOTS 2 & 3 \ \ Cl (TYPICAL) L42 22,695 SF L44 \ \� rn LOT 3\ \ n3 C18 1,076 SF L41 I �0 PREHM \ RANCH \ SW SECTION 35 O�� ' 1 3 -Ya" ALUMINIUM \ CAP LS15710 EX. 16.927± Ac. PR. 17.448± Ac. crn 22,695 SF S78'47' 49"W 226 L1 N,7,p3Og; E 304'47' _,1.25.( ?0' ELECTRIC EASEMENT - RECEPTION NO. 865788 15' UTILITY EASEMENT REC. NO. 886221 LOT 1 4.290± Ac. X115.48' (TIE) 170.00' S85'12WW S8 "DETAIL A" (BASIS OF BEARINGS) N89'54'27"E RFTA ALUM. CAP ' CP#NG11 (FND) RFTA ALUM. CAP L & Y JAMMARON FAMILY LLLP L.S. #16401 (FND) 4915 HWY. 82 #5 REBAR & CAP GLENWOOD SPRINGS, L.S. #9337 (FND) CO 81601 BEARS N29'15'01"W 2.42' 34,623 SF 5 REBAR & CAP L.S. #9337 (FND) \ BEARS N41'23'43"W 2.04' RFTA ALUM. CAP JI NO2' IB �\ N5)'55'56"E 23,771 SF 771 SF LOT 2 EX. 16.983± AC.--,,��, PR. 16.462± Ac. .38 30' NON EXCLUSIVE ACC&!�S EASEMENT FOR THE BENEFIt OF LOT 2, AND LOT 3 VACATED BY RECORDED AGREEMENT RECEPTION #________ IRONBRIDGE GOLF COURSE WESTBANK FILING I \ LINE TABLE 30' ACCESS PARCEL I W O EASTBANK, LLC LOT LINE 0 VACATED 39.00' L2 ADJUSTMENT 22.42' L3 S71 `38'40"W 82.76' o � RECEPTION NO.865787 L5 NO2°07'30"W 93.94' 35.100± Ac. N06°53'56"W \ L7 N16°28'12"W 90.17' L8 N07°31'07"W 197.63' L9 N48°20'56"E 78.22' L10 \ #5 REBAR &CAP\ L.S. #19598 (FND) \ SET NO. 5 REBAR & CAP \TYP. 126.04' \ LS N0. 23875 (TYPICAL) 133.39' L13 N13'30'20"E 86.17' L14 N37°19'56"E 3.82' L15 N76°22'08"W 149.11' L16 S73°21'25"EW 26.41' L17 N85°2732"W 53.51' L18 S69°25'47"W \ 30' TEMPORARY---- EMPORARY\ N85°50'07"W 189.91' \ CONSTRUCTION CONSTRUCTION \ 194.63' L21 1\157°30'58"W EASEMENT L22 S67°39'02"W 0 =80'49'06" RECEPTION NO. 865788 \ \ 29.45 R =650.00' ,,AC TED BY RECORDED AGREEMENT \ 20.20' \ L =916.86' # \ L26 N79°15'15"W T =553.37' \ TRANSFER FROM LOT N14°5836"W \ CB=S40'32'17"E 2 TO PARCEL 1 0 =20'0731" \ R =1960.08' L =688.48' \ T =347.82' ` CB=S46'16'40"E \ C =684.94' 20' WELL EASEMENT RECEPTION NO. 865788 C =842.71 POINT OF BEGINNIN l l 37.599± Ac. n \ 1,076 SF \\ W \ TRANSFER FROM PARCEL 1 TO 12" CMPLOTS 2 & 3 \ \ Cl (TYPICAL) L42 22,695 SF L44 \ \� rn LOT 3\ \ n3 C18 1,076 SF L41 I �0 PREHM \ RANCH \ SW SECTION 35 O�� ' 1 3 -Ya" ALUMINIUM \ CAP LS15710 EX. 16.927± Ac. PR. 17.448± Ac. crn 22,695 SF S78'47' 49"W 226 L1 N,7,p3Og; E 304'47' _,1.25.( ?0' ELECTRIC EASEMENT - RECEPTION NO. 865788 15' UTILITY EASEMENT REC. NO. 886221 LOT 1 4.290± Ac. X115.48' (TIE) 170.00' S85'12WW S8 "DETAIL A" (BASIS OF BEARINGS) N89'54'27"E RFTA ALUM. CAP ' CP#NG11 (FND) RFTA ALUM. CAP L & Y JAMMARON FAMILY LLLP L.S. #16401 (FND) 4915 HWY. 82 #5 REBAR & CAP GLENWOOD SPRINGS, L.S. #9337 (FND) CO 81601 BEARS N29'15'01"W 2.42' 34,623 SF 5 REBAR & CAP L.S. #9337 (FND) \ BEARS N41'23'43"W 2.04' RFTA ALUM. CAP JI NO2' IB �\ N5)'55'56"E 23,771 SF 771 SF LOT 2 EX. 16.983± AC.--,,��, PR. 16.462± Ac. .38 30' NON EXCLUSIVE ACC&!�S EASEMENT FOR THE BENEFIt OF LOT 2, AND LOT 3 VACATED BY RECORDED AGREEMENT RECEPTION #________ IRONBRIDGE GOLF COURSE WESTBANK FILING I \ LINE TABLE 30' ACCESS \ EASEMENT TO BE O L1 0 VACATED 39.00' L2 S00°00'00"E 22.42' L3 S71 `38'40"W 82.76' O � LOT 3 / ti� 010 C11 / 9.51' i LOT 2 401 TFND 0 5' UTILITY EASEMENT V,0 REC. NO. 886222 SEE "DETAIL B" OS 15' UTILITY EASEMENT REC. NO. 886223 30' UTILITY EASEMENT -1 4�'l S47'06'31"E REC. NO. 886223 �^^ 304.80' #5 REBAR & CAP fv� L.S.#9337 (FND) S51-13'28"E� 111.93' S54'41'49"E \ 186.78 #5 REBAR & CAP \S.#9337 (FND) N"2 3 \ 811W 806' 63' --- -- -- POINT OF BEGINNING of 181.61' PARCEL 2A S57'13'24"E #5 REBAR & CAP ILLEGIBLE (FND) 90.41' \ TIE FROM SE CORNER SECTION 35 (3-Y4" ALUMINIUM CAP LS 15710): #5 REBAR S76°34'31 "EN37'44'52"W 2075.65' (FND) 216.17' (TIE) \ RFTA ALUM. CAP \cOGti L.S. #16401 (FND) \oqo\ S33'1 4'47"W 381.32' (DEED --337.42) > \ & CAP \ \ L.S. #9337 FND SHANE & BRUCELC WITNESSED 118.79 4185 COUNTY ROAD 14 \ GLE OOD SPRINGS, CO 815, 01 I I I CO4ti NO2'55'61"W oq 262.68'(T1E) r$ I 4 I �I FOUND NO. 5 REBAR �& CAP LS NO. 9337 L39-/ - \ LEGEND AREA FROM SCHOOL DISTRICT TO EASTBANK, LLC AREA FROM EASTBANK, LLC TO SCHOOL DISTRICT FOUND SECTION CORNER Q SET NO. 5 REBAR & CAP (TYP.) LS23875 El CALCULATED POINT TO BE SET O FOUND NO. 5 REBAR & CAP (TYP.) It Ld LINE TABLE Z > Z p0 r, W LINE BEARING LENGTH L1 S53°45'59"W 39.00' L2 S00°00'00"E 22.42' L3 S71 `38'40"W 82.76' L4 S57°13'34"W 178.94' L5 NO2°07'30"W 93.94' L6 N06°53'56"W 199.65' L7 N16°28'12"W 90.17' L8 N07°31'07"W 197.63' L9 N48°20'56"E 78.22' L10 N27°54'09"E 156.25' L11 N00°54'54 "W 126.04' L12 S20°21'21 "W 133.39' L13 N13'30'20"E 86.17' L14 N37°19'56"E 3.82' L15 N76°22'08"W 149.11' L16 S73°21'25"EW 26.41' L17 N85°2732"W 53.51' L18 S69°25'47"W 18.98' L19 N85°50'07"W 189.91' L20 N32°02'32"W 194.63' L21 1\157°30'58"W 12.59' L22 S67°39'02"W 82.34' L23 N79°15'14"W 29.45 L24 N49°00'11 "E 20.20' L25 S62°39'48"W 37.96' L26 N79°15'15"W 29.84' L27 N14°5836"W 142.89' L28 N57°37'23"W 149.86' L29 S73°43'41 "W 277.87' L30 N71 *4524"W 84.95' L31 S63°33'53"W 128.91' L32 S25°32'45"E 127.21' L33S39'14'19"E 81.56' 103.87' L34 S84'42'25"E 64.54" L35 N58'17'21 "E 139.04' L36 S18°37'26"E 135.06' L37 N88'20'55"W 43.87' L38 S76°56'07"W 121.28' L39 N49°42'07"E 180.72' L40 S58°17'21 "W 323.41' L41 N32'02'32"W 29.66' L42 N76'56'07"E 73.59' L43 N72°3859"E 261.56' L44 N76°56'07"E 141.17' L45 S40'59'491$E 68.10' L46 S40°59'49"E 157.49' It Ld W U W W_ Qf0~ Z > Z p0 r, W CURVE TABLE 69 O QY� Z_`Lx CURVE RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD Cl 745.00' 14`25'06" 187.48' 94.24' S64°26'07"W 186.98' C2 1517.00' 7°17'55" 193.24' 96.75' N05°46'21 "W 193.11' C3 636.00' 8°35'56" 95.45' 47.82' N12°10'22"W 95.36' C4 300.00' 20`08'57" 105.50' 53.30' N24°44'53"W 104.96' C5 45.00' 66°17'56" 52.07' 29.39' N70°28'54"E 49.21' C6 200.00' 30°16'27" 105.68' 54.10' S88°29'39"W 104.45' C7 600.00' 21 °11'03" 221.84' 112.20' N83°56'57"E 220.58' C8 250.00' 25°06'41" 109.57' 55.68' S81 *59'07"W 108.69' C9 250.00' 24`44'06" 107.93' 54.82' N81 °47'50"E 107.09' C10 700.00' 26"34'46" 324.73' 165.34' S80°52'30"W 321.83' C11 700.00' 1'23$48$p 17.06' 8.53' S66°53'13"W 17.06' C12 376.00' 18`02'22" 118.38' 59.69' N79°19'44"W 117.89' C13 125.00' 38`04'57" 83.08' 43.14' S81 `42'17"W 81.56' C14 280.00' 13`41'34" 66.92' 33.62' S32°23'32"E 66.76' C15 180.00' 45`28'06" 142.84' 75.42' S61 °58'22"E 139.12' C16 169.00' 33`05'43" 97.62' 50.21' S84°11'54"W 96.27' C17 243.00' 32`45'20" 138.92' 71.42' N86°41'13"W 137.04' C18 830.00' 4'17'08" 62.08' 31.06' N74°47'33"E 62.07' C19 650.00' 6'09'14" 69.81' 34.94' S53'14'10"W 69.78' C20 650.00' 42`44'23" 484.87' 254.34' S77°40'58"W 473.70' C21 267.79' 28°41'44" 134.12' 68.50' S60°21'04"E 132.72' It Ld W U W W_ Qf0~ Z > Z p0 r, W >00-1 pwZF 69 O QY� Z_`Lx WO Ii- Fp W wo2m _5 N zzv N z t� � O M a oCwn �Wo zLdW' ( �WWU �w JW 40o mOjU U q• _ �O O <mWZ � N U V O Z ..^^ VI Z t� Lo O _j0 .jjjF- O�� 1a"Z q• _ �O Jm W Z N W m o w tV F-1 WZtD0 Y U w i,.i d U _ L[1 Q'4V'`' Ln V O Z ..^^ VI Z t� Lo O _j0 .jjjF- O�� 1a"Z q• _ �O zz W Z H0NO U) US U _ LL. Im Z WZtD0 W iii d a rs W U _ L[1 Q'4V'`' Ln O ZZ isZrs d DInJ0) W C� �. U' Z rO V 0 a. rx V DETAIL A DETAIL B PROJECT NO. SCALE: 1" = 30' SCALE: 1" = 30' GRAPHIC SCALE 2151007.00 0 100 200 400 800 ( IN FEET ) 1 inch = 200 ft. 20F3 O ..^^ VI Z O U I- O _j0 .jjjF- JU 1a"Z zz ZWO 1m- 0 Im ¢U L[1 I J WZ I. L[1 W ,Q; Ln Lx 'X d W C� DETAIL A DETAIL B PROJECT NO. SCALE: 1" = 30' SCALE: 1" = 30' GRAPHIC SCALE 2151007.00 0 100 200 400 800 ( IN FEET ) 1 inch = 200 ft. 20F3 [,OTS 2 AND 3 & ROARING FORK RE -1 SCHOOL DISTRICT-EASTBANK, LLC LOT LINE ADJUSTMENT (RECEPTION NO 865787 AMENDED PLAT OF EASTBANK, LLC mLOTs 2 &3 OF EASTBANK, LLC MINOR SUBDIVISION mm RECEPTION NO. 867716 ) I \ I 1/4 SECTION 35 FOUND STONE N J OUR MILE / CREEK / SITUATED IN THE SOUTH HALF OF SECTION 85, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO L & Y JAMMARON FAMILY LLLP #5 REBAR & CAP 4915 HWY. 82 L.S. #17488 (FND) GLENWOOD SPRINGS, CO 81601 POINT OF BEGINNING PARCEL 1 89 54'27" E 914. §' GENERAL EMERGENCY & SECONDARY RECIPROCAL ACCESS EASEMENT RECORDED I PREHM RANCH SW SECTION 35 3-Y4" ALUMINIUM CAP LS15710 I *11O \ f� OARING FORK \ RIVER CENTERLINE REC. NO. 575678, BOOK 1230 PAGE 50 �O \ Rf 225 C6 L32 J I #5 REBAR & CAP \ \ ILLEGIBLE (FND) I I WAREHOUSE INVESTMENT PARNTERSHIP #5 REBAR & CAP 1111 DUNN AVENUE L.S. #9337 (FND) CHEYENNE, WY 82001 \ BEARS N59'39'42"E 0.94' (BASIS OF BEARINGS) N89'54'27"E 1013.14' --N89'54'27"E E1 /4 SECTION 35 FOUND STONE -- _ - - V RFTA ALUM. CAP CP#NG11 (FND) \f DITCH S56'20'25"E L & Y JAMMARON FAMILY LLLP N \ (TYPICAL) \ 96.90' 4915 HWY. 82 \ \ GLENWOOD SPRINGS, qD OARING FORK p�9 \ POINT OFF BEGINNING CO 81601 ATER & SANITATION \ \ISTRICT EASEMENT \ \ER RECEPTION N3337'06"E � S56'20'25"E \------------ 99.97 TIE '9 �\ 227.36' J \RFTA ALUM.CAPO�5 REBAR & CAP L.S. #16401 (FND) L.S. #9337 (FND) #5 REBAR & CAP BEARS N41'23'43"W 2.04' L.S. #9337 (FND) BEARS N29'15'01"W 2.42' 163.96'TIE) \ \ SET N0. 5 REBAR &CAP L40� RFTA ALUM. CAP 5 REBAR &CAP \ \ \ LS NO. 23875 (TYPICAL) 41� / �� #16401 FND L.S. #19598 (FND) \ \ JI L.S. \ \ L39 I / NO '55'61"W I -<-, �� \ ��� C36 X31 L38 I 262.68 E) 680'059'49"E #5 REBAR & CAP PARCEL 1: RE -1 SCHOOL DISTRICT n\ \ <� j II L.S.#9337 (FND) EASTBANK, LLC LOT LINE \ \ \ ADJUSTMENT S47'06'31 "E C "O KO O� \ 15.0' UTILITY EASEMENT REC. NO. 886221 II I S40'59'49"E 157.49 \ II � I I \ \ I I II 1 I I � I C27 h I � II 15.0' UTILITY EASEMENT REC. NO. 886222 C28 L48J L141 MI I UI J I \`SR\ h� 15.0' UTILITY EASEMENT REC. NO. 886223CO DETAIL B DITCH RECEPTION NO.865787 \\ LOT 1 304.80' �j SCALE: 1" = 50' �AL) 35.100± AC. \\\\� \ �`�� 4.290± AC. �5ti \ DETAIL "B" \\ \ \ \-,-nCMP \ 60' ACCESS AND (TYPICAL) UTILITY EASEMENT �ZB \ \ \ RECEPTION #__ X27 #5 REBAR & CAP G� L.S.#9337 (FND) S51 13'2 111.93' S54'41'49"E 186.78' -a- 9 ��#5 REBAR &CAP L.S.#9337 (FND) #5 REBAR (FND) 16'02'59"E POINT OF BEGINNING 4 - - - - -181.61' PARCEL 2A LOT 3 L2g �" 1 - _ _- - T 1 °E #5 REBAR & CAP ILLEGIBLE (FND) / / C43 X82 �� ` -� _ _ _ S57 13 E TIE FROM SE CORNER EX. 1 6,927'{- A ' 90 SECTION 35 (3-Y4" ALUMINIUM CAP LS 15710): PR. 17.448± AG. s7s°34'3 ^E�137'44'S2"W 2075.65' _ L8 - - - - - ,/-DETAIL "A" LOT 2 216.17' (TIE) \ J RFTA ALUM. CAP � L9 115.48' (TIE) C L5 EX. 1 6.983± AC. O� L.S. #16401 (FND) L4 PR. 16.462± AC. \ti>.y �2 v R° \ (DEED=337.42') L13 L12 &CAP \ \ / �L_S. #9337 (FND SHANE & BRUCE"S- �LLC / WITNESSED 118.79 4185 COUNTY ROAD 1h54 GLE OOD SPRINGS, CO 8 01 \ / / IRONBRIDGE GOLF COURSE WESTBANK FILING i �1 60.0' ACCESS & UTILITY EASEMENT RECEPTION #________ L30 \ L81 25.0' UTILITY EASEMENT RECEPTION #________ 30.0' UTILITY EASEMENT REC. NO. 886223 N UTILITY EASEMENT RECEPTION #------- UTILITY EASEMENT J\ \ \ RECEPTION #_______ 1-1 \ \ \ \ C� L61 --J64 4C1 -138 C5 g5 C22 - - _ �� L7 / 1 C2 '4 L�9/^`D C39 ��� / 1 C21 ��\\ �8C � c0 / cA1 _ 20.0' UTILITY EASEMENT ' L67 / _ RECEPTION # L�5 L72 /S� -B \ \ C20 ------------------ _ ____C19 C4 i � \ C' - - - - L88 _ � L89 _ 1-1 C17 � \ L122 - I _01 /I C18 0 -- 'A C32 -'L ---I�L93 � C16N3 L 73 01 # C15�---- ----------- N L9110l I -4L-_ IL100 124 C14 1 _ tic RECEPTION UTILITY EASEMENT 1 J \ 9 L98 - _I i- i 1 25.0' UTILITY EASEMENT 25.0' UTILITY EASEMENT L96 L97I RECEPTION #_________ RECEPTION #_________ o N83'28'59"W 1 --------__ L108 3.44 L� Ll 15 -------- L111 -------- o -0 L =� L110 L140 L139 IFT STATION EASEMENT INCLUDING ACCESS EASEMENT (' L11 - - - - - - - - L112 - - - - - 17.7' UTILITY &PEDESTRIAN _ L106 - 1-� FROM FLYING M RANCH ROAD RECEPTION #_______ 3 A011017- ACCOR" --- EASEM ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS DETAIL A AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN SCALE: 1 " = 50' TEN YEARS FROM THE DATE OF CERIIFICAl10N SHOWN HEREON. CURVE TABLE 200 El 0 UNE TABLE LINE # LENGTH DIRECTION L2 381.32' S33'14'47"W L3 806.63' N72'34'38"W L4 351.38' N87'46'22"E L5 170.00' N85'12'22"E L6 124.99' N04'47'38"W L7 249.82' N77'03'06"E L8 39.00' N53'45'59"E L9 22.42' N00'00'00"E L10 82.76' N71'38'40"E L11 178.94' N57'13'34"E L12 226.84' N78'47'49"E L13 398.56' N76'50'20"W L14 93.94' S02'07'30"E L15 199.65' N06'53'56"W L16 90.17' S16'28'12"E L17 197.63' S07'31'07"E L18 78.22' S48'20'56"W L19 156.25' S27'54'09"W L20 126.04' S00'54'54"E L21 133.39' S20'21'21 "W L22 86.17' S13'30'20"W 3 184.75' S49'27'26"W L2 L24 647.26' N00'07'44"W L25 60.00' N17'21'01 "W L26 261.56' N72'38'59"E L27 335.99' N76'56'07"E L28 335.99' N76'56'07"E L29 335.99' N76'56'07"E L30 43.87' S88'20'55"E L31 135.01' N18'37'26"W L32 64.53' S84'42'25"E L33 103.87' S39'14'19"E L34 127.21' S25'32'45"E L35 128.91' S63'33'53"W L36 84.95' N71 *45'24"W L37 277.87' S73'43'41 "W L38 149.86' S57'37'23"E L39 59.49' S35'1 9'30"E L40 20.00' S54'40'30"W L41 108.26' N35'19'30"W L42 142.89' N14'58'36"W L43 29.84' N79'15'14'W L44 37.96' S62'39'48"W F CURVE # RADIUS AT REC. NO._____ TANGENT CHORD BEARING CHORD (SUBJECT TO 180.00' 026'14'30" 82.44' RELOCATION BY N53'26'01"E 81.72' C2 PARTIES) 006'12'53" 19.52' 9.77' �C� 19.51' C3 209.00' 024'20'30" 88.79' 45.08' N86'31'48"E 88.13' C4 209.00' I,\ 20.73' (00 41.25' C5 480.00' 0 153.95' 77.64' S79'09'38"E 153.29' C6 376.00' 018'02'22" 118.38' 59.69' S79'19'44"E U w II 032'45'20" Z00N 71.42' II 137.04' C8 M II 916.86' 553.37' S40'32'1 7"E 842.71' C9 300.00' z I I PARCEL 2B LO = 104.96' I I 37.599± Ac. 636.00' W 95.45' 47.82' N12'10'22"W 95.36' C11 Il o 193.24' 96.75' S05'46'21 "E 193.11' C12 745.00' 014'25'06" 187.48' 94.24' S64'26'07"W 186.98' C14 I PREHM RANCH SW SECTION 35 3-Y4" ALUMINIUM CAP LS15710 I *11O \ f� OARING FORK \ RIVER CENTERLINE REC. NO. 575678, BOOK 1230 PAGE 50 �O \ Rf 225 C6 L32 J I #5 REBAR & CAP \ \ ILLEGIBLE (FND) I I WAREHOUSE INVESTMENT PARNTERSHIP #5 REBAR & CAP 1111 DUNN AVENUE L.S. #9337 (FND) CHEYENNE, WY 82001 \ BEARS N59'39'42"E 0.94' (BASIS OF BEARINGS) N89'54'27"E 1013.14' --N89'54'27"E E1 /4 SECTION 35 FOUND STONE -- _ - - V RFTA ALUM. CAP CP#NG11 (FND) \f DITCH S56'20'25"E L & Y JAMMARON FAMILY LLLP N \ (TYPICAL) \ 96.90' 4915 HWY. 82 \ \ GLENWOOD SPRINGS, qD OARING FORK p�9 \ POINT OFF BEGINNING CO 81601 ATER & SANITATION \ \ISTRICT EASEMENT \ \ER RECEPTION N3337'06"E � S56'20'25"E \------------ 99.97 TIE '9 �\ 227.36' J \RFTA ALUM.CAPO�5 REBAR & CAP L.S. #16401 (FND) L.S. #9337 (FND) #5 REBAR & CAP BEARS N41'23'43"W 2.04' L.S. #9337 (FND) BEARS N29'15'01"W 2.42' 163.96'TIE) \ \ SET N0. 5 REBAR &CAP L40� RFTA ALUM. CAP 5 REBAR &CAP \ \ \ LS NO. 23875 (TYPICAL) 41� / �� #16401 FND L.S. #19598 (FND) \ \ JI L.S. \ \ L39 I / NO '55'61"W I -<-, �� \ ��� C36 X31 L38 I 262.68 E) 680'059'49"E #5 REBAR & CAP PARCEL 1: RE -1 SCHOOL DISTRICT n\ \ <� j II L.S.#9337 (FND) EASTBANK, LLC LOT LINE \ \ \ ADJUSTMENT S47'06'31 "E C "O KO O� \ 15.0' UTILITY EASEMENT REC. NO. 886221 II I S40'59'49"E 157.49 \ II � I I \ \ I I II 1 I I � I C27 h I � II 15.0' UTILITY EASEMENT REC. NO. 886222 C28 L48J L141 MI I UI J I \`SR\ h� 15.0' UTILITY EASEMENT REC. NO. 886223CO DETAIL B DITCH RECEPTION NO.865787 \\ LOT 1 304.80' �j SCALE: 1" = 50' �AL) 35.100± AC. \\\\� \ �`�� 4.290± AC. �5ti \ DETAIL "B" \\ \ \ \-,-nCMP \ 60' ACCESS AND (TYPICAL) UTILITY EASEMENT �ZB \ \ \ RECEPTION #__ X27 #5 REBAR & CAP G� L.S.#9337 (FND) S51 13'2 111.93' S54'41'49"E 186.78' -a- 9 ��#5 REBAR &CAP L.S.#9337 (FND) #5 REBAR (FND) 16'02'59"E POINT OF BEGINNING 4 - - - - -181.61' PARCEL 2A LOT 3 L2g �" 1 - _ _- - T 1 °E #5 REBAR & CAP ILLEGIBLE (FND) / / C43 X82 �� ` -� _ _ _ S57 13 E TIE FROM SE CORNER EX. 1 6,927'{- A ' 90 SECTION 35 (3-Y4" ALUMINIUM CAP LS 15710): PR. 17.448± AG. s7s°34'3 ^E�137'44'S2"W 2075.65' _ L8 - - - - - ,/-DETAIL "A" LOT 2 216.17' (TIE) \ J RFTA ALUM. CAP � L9 115.48' (TIE) C L5 EX. 1 6.983± AC. O� L.S. #16401 (FND) L4 PR. 16.462± AC. \ti>.y �2 v R° \ (DEED=337.42') L13 L12 &CAP \ \ / �L_S. #9337 (FND SHANE & BRUCE"S- �LLC / WITNESSED 118.79 4185 COUNTY ROAD 1h54 GLE OOD SPRINGS, CO 8 01 \ / / IRONBRIDGE GOLF COURSE WESTBANK FILING i �1 60.0' ACCESS & UTILITY EASEMENT RECEPTION #________ L30 \ L81 25.0' UTILITY EASEMENT RECEPTION #________ 30.0' UTILITY EASEMENT REC. NO. 886223 N UTILITY EASEMENT RECEPTION #------- UTILITY EASEMENT J\ \ \ RECEPTION #_______ 1-1 \ \ \ \ C� L61 --J64 4C1 -138 C5 g5 C22 - - _ �� L7 / 1 C2 '4 L�9/^`D C39 ��� / 1 C21 ��\\ �8C � c0 / cA1 _ 20.0' UTILITY EASEMENT ' L67 / _ RECEPTION # L�5 L72 /S� -B \ \ C20 ------------------ _ ____C19 C4 i � \ C' - - - - L88 _ � L89 _ 1-1 C17 � \ L122 - I _01 /I C18 0 -- 'A C32 -'L ---I�L93 � C16N3 L 73 01 # C15�---- ----------- N L9110l I -4L-_ IL100 124 C14 1 _ tic RECEPTION UTILITY EASEMENT 1 J \ 9 L98 - _I i- i 1 25.0' UTILITY EASEMENT 25.0' UTILITY EASEMENT L96 L97I RECEPTION #_________ RECEPTION #_________ o N83'28'59"W 1 --------__ L108 3.44 L� Ll 15 -------- L111 -------- o -0 L =� L110 L140 L139 IFT STATION EASEMENT INCLUDING ACCESS EASEMENT (' L11 - - - - - - - - L112 - - - - - 17.7' UTILITY &PEDESTRIAN _ L106 - 1-� FROM FLYING M RANCH ROAD RECEPTION #_______ 3 A011017- ACCOR" --- EASEM ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS DETAIL A AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN SCALE: 1 " = 50' TEN YEARS FROM THE DATE OF CERIIFICAl10N SHOWN HEREON. CURVE TABLE 200 El 0 UNE TABLE LINE # LENGTH DIRECTION L2 381.32' S33'14'47"W L3 806.63' N72'34'38"W L4 351.38' N87'46'22"E L5 170.00' N85'12'22"E L6 124.99' N04'47'38"W L7 249.82' N77'03'06"E L8 39.00' N53'45'59"E L9 22.42' N00'00'00"E L10 82.76' N71'38'40"E L11 178.94' N57'13'34"E L12 226.84' N78'47'49"E L13 398.56' N76'50'20"W L14 93.94' S02'07'30"E L15 199.65' N06'53'56"W L16 90.17' S16'28'12"E L17 197.63' S07'31'07"E L18 78.22' S48'20'56"W L19 156.25' S27'54'09"W L20 126.04' S00'54'54"E L21 133.39' S20'21'21 "W L22 86.17' S13'30'20"W 3 184.75' S49'27'26"W L2 L24 647.26' N00'07'44"W L25 60.00' N17'21'01 "W L26 261.56' N72'38'59"E L27 335.99' N76'56'07"E L28 335.99' N76'56'07"E L29 335.99' N76'56'07"E L30 43.87' S88'20'55"E L31 135.01' N18'37'26"W L32 64.53' S84'42'25"E L33 103.87' S39'14'19"E L34 127.21' S25'32'45"E L35 128.91' S63'33'53"W L36 84.95' N71 *45'24"W L37 277.87' S73'43'41 "W L38 149.86' S57'37'23"E L39 59.49' S35'1 9'30"E L40 20.00' S54'40'30"W L41 108.26' N35'19'30"W L42 142.89' N14'58'36"W L43 29.84' N79'15'14'W L44 37.96' S62'39'48"W F CURVE # RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD Cl 180.00' 026'14'30" 82.44' 41.96' N53'26'01"E 81.72' C2 180.00' 006'12'53" 19.52' 9.77' N69'39'42"E 19.51' C3 209.00' 024'20'30" 88.79' 45.08' N86'31'48"E 88.13' C4 209.00' 011'19'36" 41.32' 20.73' S75'38'09"E 41.25' C5 480.00' 018'22'35" 153.95' 77.64' S79'09'38"E 153.29' C6 376.00' 018'02'22" 118.38' 59.69' S79'19'44"E 117.89' C7 243.00' 032'45'20" 138.92' 71.42' S86'41'13"E 137.04' C8 650.00' 080'49'06" 916.86' 553.37' S40'32'1 7"E 842.71' C9 300.00' 020'08'57" 105.50' 53.30' N24'44'53"W 104.96' C10 636.00' 008'35'56" 95.45' 47.82' N12'10'22"W 95.36' C11 1517.00' 007'17'55" 193.24' 96.75' S05'46'21 "E 193.11' C12 745.00' 014'25'06" 187.48' 94.24' S64'26'07"W 186.98' C14 269.00' 03415'26" 160.84' 82.90' N88'30'44"W 158.45' C15 269.00' 001'24'40" 6.63' 3.31' N70'40'40"W 6.63' C16 420.00' 005'02'12" 36.92' 18.47' N72'29'26"W 36.91' C17 420.00' 004'44'49" 34.80' 17.41' N77'22'56"W 34.79' C18 420.00' 002'43'48" 20.01' 10.01' N81'07'15"W 20.01' C19 420.00' 005'32'08" 40.58' 20.30' N85'15'13"W 40.56' C20 436.00' 018'02'22" 137.27' 69.21' N7919'44"W 136.71' LEGENDI FOUND SECTION CORNER SET NO. 5 REBAR & CAP (TYP.) LS23875 CALCULATED POINT TO BE SET FOUND NO. 5 REBAR & CAP (TYP.) GRAPHIC SCALE 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. UNE TABLE LINE # LENGTH DIRECTION L45 136.76' N40'59'49"W L46 12.11' N56'20'25"W L47 20.20' N49'00'11"E 12.59' N57'30'58"W L48 L49 55.27' N00'12'56"E L50 82.34' S67'39'02"W L51 29.45' N79'15'14"W L52 323.41' N58'17'21 "E L53 93.88' N00'12'56"E L54 22.94' N42'59'32"W L55 27.00' N31'43'15"E L56 53.91' N30'09'22"E L57 7.46' N29'53'43"E L58 20.75' N60'06'17"W L59 15.00' N29'53'43"E L60 289.62' N60'06'17"W L61 11.33' S54'48'20"E L62 15.00' S35'11'40"W L63 12.68' N54'48'20"W L64 15.06' N40'18'46"E L65 60.80' S51 *13'28"E L66 61.53' S40'11 8'46"W L67 15.95' N74'21'33"E L68 13.25' N15'38'27"W L69 25.45' N74'21'33"E L70 13.25' S15'38'27"E ' L71 25.45' N74'21'33"E L72 8.14' N74'21'33"E L73 121.02' S74'21'33"W L74 71.48' N74'21'33"E L75 53.26' S71 *06'22"W L76 21.84' S28'46'14"W L77 25.00' S60'19'45"E L78 12.55' N28'46'14'E L79 81.02' N71 *06'22"E L80 35.26' S69'58'20"E L81 194.44' S88'20'55"E L82 161.80' S76'56'07"W L83 212.70' N32'02'32"W L84 165.21' S76'56'07"W L85 8.98' N76'56'07"E L86 20.42' N13'04'02"W L87 15.00' S76'55'58"W CURVE TABLE 800 UNE TABLE LINE # LENGTH DIRECTION L88 171.84' N88'20'55"W L89 22.60' N88'20'55"W L91 135.76' N83'45'43"E L92 84.62' S07'03'42"W L93 95.41' S83'45'43"W L94 85.45' S07'03'42"W L95 33.40' N06'51'49"E L96 16.56' N83'28'59"W L97 14.08' N83'28'59"W L98 47.81' N83'28'59"W L99 7.95' N83'28'59"W L100 10.50' N88'20'55"W L101 16.55' N04'37'13"E L102 66.67' N01'39'05"E L103 24.42' N01'39'05"E L104 47.93' N06'30'25"E L105 72.17' N06'30'25"E L106 90.00' S83'58'1 4"E L107 25.00' N06'29'33"E L108 82.71' S83'58'14"E L110 80.10' S83'58'14"E L111 248.28' N85'00'22"E L112 258.39' N85'00'22"E L113 26.67' S79'46'03'E L114 25.00' S10'13'57"W L115 6.01' S79'46'03"E L116 162.72' N13'04'02"W L117 188.63' S13'04'02"E L120 15.25' S09'39'19"E L122 74.27' N89'00'27"E L124 19.51' S73'47'08"E L132 39.04' N69'58'20"W L138 36.49' N40'18'46"E L139 10.00' S06'30'25"W L140 90.00' S83'58'14"E CURVE # RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD C21 183.00' 022'59'45" 73.45' 37.22' N81 *48'25"W 72.96' C22 183.00' 009'45'35" 31.17' 15.62' S81 '48'55"W 31.13' C24 830.00' 004'17'08" 62.08' 31.06' N74'47'33"E 62.07' C25 180.00' 045'28'06" 142.84' 75.42' S61'58'22"E 139.12' C26 280.00' 013'41'34" 66.92' 33.62' S32'23'32"E 66.76' C27 125.00' 038'04'57" 83.08' 43.14' N81'42'17"E 81.56' C28 169.00' 033'05'43" 97.62' 50.21' N84'11'54"E 96.27' C29 1960.08' 020'07'31" 688.48' 347.82' S46'1 6'40"E 684.94' C31 50.00' 081'20'13" 70.98' 42.96' S50'19'26"E 65.17' C32 1115.00' 017'12'25" 334.85' 168.70' S82'23'20"E 333.60' C37 240.00' 034'02'48" 142.61' 73.48' S57'20'09"W 140.53' C39 180.00' 001'35'29" 5.00' 2.50' N73'33'49"E 5.00' >d}OO� w U U- w Z OpZ ��o H owoZ� o U� Oj O Q �� Z<�X 00 W Z moo N °ZU N Z d =2 Ld �O o moh-2 )DO"0 O o Ld OZ JJ cA,WO -_Jjw mOj FLYING M RANCH P.U.D. PLAN MAP PLAT NOTES: 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S89'54'27"W BETWEEN THE EAST QUARTER CORNER OF SECTION 35, A STONE IN PLACE AND THE WEST QUARTER OF SECTION 35, A STONE FOUND IN PLACE AS SHOWN HEREON. 2. DATE OF THIS SURVEY WAS SUMMER OF 2015. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET.PS 3. THIS SURVEY IS BASED ON THE AMENDED PLAT OF EASTBANK, LLC - LOTS 2 AND 3 PREPARED BY HIGH COUNTRY ENGINEERING, RECEPTION NUMBER 867716 AND RECEPTION NUMBER 865787 AND CORNERS FOUND IN PLACE AS SHOWN THEREON. 4. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY STEWART TITLE GUARANTY COMPANY, EFFECTIVE DATE: AUGUST 11, 2015. (FILE NUMBER 51280). 5. ANY FUTURE LAND USE DEVELOPMENT APPLICATION PROPOSAL WITH RESPECT TO LOT 3 HEREOF SHALL BE REQUIRED TO PROVIDE ADEQUATE ROAD ACCESS FOR SUCH PROPOSED USES SUFFICIENT TO SATISFY THEN APPLICABLE GARFIELD COUNTY STANDARDS. 6. CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 7. NO OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE NEW SOLID -FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401 ET.SEQ, AND THE REGULATIONS PROMULGATED THEREUNDER WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. 8. ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL BE DIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. 9. COLORADO IS A "RIGHT -TO -FARM" STATE PURSUANT TO C.R.S. 35-3-11, ET. SEQ. LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE, EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING, FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON -NEGLIGENT MANNER. THEREFORE, ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS SOIL AMENDMENT HERBICIDE AND PESTICIDES ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERATIONS. 10. ALL OWNERS OF LAND WHETHER RANCH OR RESIDENCE HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AN ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. f 1111116160:121i19iP►f1:Iaa:Zila212VaNam_ I IaOI_»:0[4liOwn_Vlxfl:lriP►w10�-1afell 1:42020111111m:I_1:7_Ff�I20ktiIM9, INQ11921 1F#��[�3f�[�ZiP►��.feliill�:i�'��:I_1��d�Pul��'i`��I��:f1.f ��Zi1�iI:71�Z�7J1:7:��1�[�>•�i'1I��1�f���JXiIIy[�li�[�P►���iI:��I��1�f���:7I�[�1�'aY�[�71�[ei 13. ENGINEER -DESIGNED SEPTIC SYSTEMS ARE REQUIRED WITHIN THIS SUBDIVISION. 14. THE PROPERTY IS UNDERLAIN BY EAGLE VALLEY EVAPORITE, AND NUMEROUS SINKHOLES AND SOIL -COLLAPSE OCCURRENCES HAVE BEEN IDENTIFIED WITHIN SEVERAL THOUSAND FEET OF THE SITE. SINKHOLES, SUBSIDENCE AND GROUND DEFORMATION DUE TO COLLAPSE OF SOLUTION CAVITIES AND VOIDS ARE A SERIOUS CONCERN IN THE EAGLE VALLEY EVAPORITE. INFREQUENT SINKHOLE FORMATION IS STILL AN ACTIVE GEOLOGIC PROCESS IN THE ROARING FORK VALLEY, AND GROUND SUBSIDENCE RELATED TO THE DISSOLUTION OF EVAPORITE BEDROCK IS AN UNPREDICTABLE RISK. 15. THE ACCESS DRIVEWAY FROM CR 154 TO LOT 1 OF THE EASTBANK MINOR SUBDIVISION MAY ONLY BE COMBINED PRIMARY ACCESS TO LOT 2 OF THE EASTBANK MINOR SUBDIVISION. THE ACCESS DRIVEWAY FROM CR 154 TO LOT 1 SHALL NOT BE COMBINED AS PRIMARY ACCESS TO ANY OTHER PARCEL OR LOT. ILsMI[iidwm-ril[11wj&-I:/_1pmlI2kvIiicilaw-w-iCol:1lyAw�r�:�1I_P►I[eIAI:0111ifff-P►dial.1mlML, �iI��I��li�il 17. THE PUD MAP SHOWS THE 1986 FEMA FLOODPLAIN INFORMATION THAT IS CURRENTLY IN EFFECT. THE PRELIMINARY MAPPING WHICH IS THE MOST UP TO DATE MAPPING AVAILABLE, BUT HAS NOT YET BEEN ACCEPTED BY THE COUNTY AND A LINE DEMARKING HCE ACTUAL ELEVATIONS LOCATED IN THE FIELD OF THE FLOODPLAIN MAPPING. LAND TITLE GUARANTEE COMPANY FILE NO. ABH63012356 EFFECTIVE DATE: NOVEMBER 10, 2017 SCHEDULE B -PART 2 NOTES EXCEPTIONS 1 THROUGH 7 ARE STANDARD TITLE EXCEPTIONS. 8. EXISTING LEASES AND TENANCIES 9. THIS PROPERTY IS SUBJECT TO RESERVATIONS AND EXCEPTIONS IN PATENTS, OR ACTS AUTHORIZING THE ISSUANCE THEREOF, INCLUDING THE RESERVATIONS OF THE RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 1, 1899 AT RECEPTION NO. 21778. 10. THIS PROPERTY IS SUBJECT TO ANY VESTED AND ACCRUED WATER RIGHTS FOR MINING, AGRICULTURAL, MANUFACTURING OR OTHER PURPOSES, AND RIGHTS TO DITCHES AND RESERVOIRS USED IN CONNECTION WITH SUCH WATER RIGHTS RECORDED JUNE 1, 1899 IN BOOK 12 AT PAGE 510 RECEPTION NO. 21778. 11. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION #97-92 RECORDED OCTOBER 7, 1997 IN BOOK 1037 AT PAGE 381 RESOLUTION NO. 514786. 12. ANY QUESTION, DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVERBED LOCATION BY NATURAL OR UNNATURAL CAUSES, OR ALTERATION THROUGH ANY CAUSE, NATURAL OR UNNATURAL, OF THE CENTER THREAD, BANK CHANNEL OR FLOW OF WATERS IN THE ROARING FORK RIVER RIVER LYING WITHIN SUBJECT LAND; AND ANY QUESTION AS TO THE LOCATION OF SUCH CENTER THREAD, BED, BANK OR CHANNEL AS A LEGAL DESCRIPTION MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJECT LANDS. 13. RIGHTS AND EASEMENTS FOR NAVIGATION AND FISHERY IN FAVOR OF THE PUBLIC WHICH MAY EXIST OVER THAT PROTION OF SAID LAND LYING BENEATH THE WATER OF THE ROARING FORK RIVER. 14. ANY RIGHTS OR INTERESTS OF THIRD PARTIES WHICH EXIST OR ARE CLAIMED TO EXIST IN AND OVER THE PRESENT AND PAST BED, BANKS OR WATER OF THE ROARING FORK RIVER. 15. TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM OF AGREEMENT RECORDED FEBRUARY 2, 2001 IN BOOK 1230 AT PAGE 47 RECEPTION NO. 575678 16. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE MAP OF EASTBANK LOT SPLIT RECORDED JUNE 30, 2009 UNDER RECEPTION NO. 770436. 17. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ACCESS AND UTILITY EASEMENT AGREEMENT RECORDED JUNE 30, 2009 UNDER RECEPTION NO. 770443. 18. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN AGREEMENT RECORDED SEPTEMBER 4, 2015 UNDER RECEPTION NO. 867635. 19. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE MAP OF EASTBANK PARCEL 2 LOT SPLIT RECORDED JANUARY 18, 2012 UNDER RECEPTION NO. 813402 AND EASTBANK, LLC MINOR SUBDIVISION RECORDED SEPTEMBER 8, 2015 AT RECEPTION NO. 867716. 20. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ACCESS AND UTILITY EASEMENT AGREEMENT RECORDED JANUARY 18, 2012 UNDER RECEPTION NO. 813409. 21. TERMS, CONDITIONS, AND PROVISIONS CONTAINED IN BOUNDARY LINE ADJUSTMENT AFFIDAVIT RECORDED JULY 23, 2015 UNDER RECEPTION NO. 865784. 22. TERMS, CONDITIONS, AND PROVISIONS CONTAINED IN EASTBANK, LLC LOT LINE ADJUSTMENT RECORDED JULY 23, 2015, UNDER RECEPTION NO. 865787. 23. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AGREEMENT RECORDED JULY 23, 2015 UNDER RECEPTION NO. 865788. 24. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN DECLARATION OF ACCESS EASEMENT RECORDED AUGUST 20, 2015 UNDER RECEPTION NO. 867040 AND 867041. 25. TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM OF WATER ALLOTMENT RECORDED JULY 21, 2016 AT RECEPTION NO. 880064. 26. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION RECORDED SEPTEMBER 20, 2016 AT RECEPTION NO. 882643. 27. TERMS, CONDITIONS, PROVISIONS OF PERMITS RECORDED SEPTEMBER 15, 2016 AT RECEPTION NO. 882419 AND 882420. 28. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENTS TO PUBLIC SERVICE RECORDED OCTOBER 7, 2016 UNDER RECEPTION NO. 886222 AND 886223. A RESUBDIVISION OF THE AMENDED PLAT OF EASTBANK, LLC , A PARCEL OF LAND SITUATED IN THE S 1 I2 SECTION 85, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO VICINITY MAP SCALE: 1" = 2,000' TITLE CERTIFICATE I, ROBERT C. REESE, AS PRESIDENT OF ADVANCE TITLE COMPANY AS AGENT FOR STEWART TITLE GUARANTY COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS SET FORTH ON THIS PLAT. DATED THIS ------- DAY OF_____________, A.D., 2018. ADVANCED TITLE COMPANY ROBERT C. REESE, PRESIDENT COUNTY COMM ISIONERS' CERTIFICATE PROPERTY DESCRIPTION THE UNDERSIGNED EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82, A REBAR AND CAP FOUND IN PLACE, (WHENCE THE SOUTHEAST CORNER OF SAID SECTION 35, BEING A 3 1/4" ALUMINUM CAP, BEARS S37'44'52"E A DISTANCE OF 2075.65 FEET); THENCE DEPARTING SAID RIGHT-OF-WAY S33'14'47"W A DISTANCE OF 381.32 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING THREE (3) COURSES ALONG SAID CENTERLINE OF THE ROARING FORK RIVER: 1. N72'34'38"W A DISTANCE OF 806.63 FEET; 2. S87'46'22"W A DISTANCE OF 351.38 FEET; 3. S85'12'22"W A DISTANCE OF 170.00 FEET; THENCE DEPARTING SAID CENTERLINE N04'47'38"W A DISTANCE OF 125.00 FEET; THENCE S77'03'06"W A DISTANCE OF 249.82 FEET; THENCE S53'45'59"W A DISTANCE OF 39.00 FEET; THENCE S00'00'00"E A DISTANCE OF 22.42 FEET; THENCE S71'38'40"W A DISTANCE OF 82.76 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 745.00 FEET, A CENTRAL ANGLE OF 14'25'06", A DISTANCE OF 187.48 FEET CHORDS BEARS S64'26'07"W A DISTANCE OF 186.98 FEET • THENCE S57'13'34"W A DISTANCE OF 178.94 FEET,• THENCE S78'47'49"W A DISTANCE OF 226.84 FEET; THENCE N76'50'20"W A DISTANCE OF 398.56 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1517.00 FEET, A CENTRAL ANGLE OF 07'17'55", A DISTANCE OF 193.24 FEET (CHORD BEARS N05'46'21"W A DISTANCE OF 193.11 FEET) • THENCE NO2'07'30"W A DISTANCE OF 93.94 FEET; THENCE N06'53'56"W A DISTANCE OF 199.65 FEET,• THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 636.00 FEET, A CENTRAL ANGLE OF 08'35'56" (CHORD BEARS N12'10'22"W A DISTANCE OF 95.36 FEET); THENCE N16'28'12"W A DISTANCE OF 90.17 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 20'08'57", A DISTANCE OF 105.50 FEET CHORD BEARS N24'44'53"W A DISTANCE OF 104.96 FEET • THENCE N07'31'07"W A DISTANCE OF 197.63 FEET; THENCE N48'20'56"E A DISTANCE OF 78.22 FEET,• THENCE N27'54'09"E A DISTANCE OF 156.25 FEET; THENCE N00'54'54"W A DISTANCE OF 126.04 FEET,• THENCE N20 21 21 E A DISTANCE OF 133.39 FEET; THENCE N13 30 20n E A DISTANCE OF 86.17 FEET,• THENCE N49 27 26n E A DISTANCE OF 184.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35; THENCE DEPARTING SAID NORTHERLY BOUNDARY S00'07'44"E A DISTANCE OF 647.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET, A CENTRAL ANGLE OF 80'49'06", A DISTANCE OF 916.87 FEET, (CHORD BEARS S40'32'17"E A DISTANCE OF 842.71 FEET); THENCE N72'38'59"E A DISTANCE OF 261.56 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 830 FEET AND A CENTRAL ANGLE OF 4'17'08", A DISTANCE OF 62.08 FEET (CHORD BEARS N74'47'33"E A DISTANCE OF 62.07 " ' FEET • THENCE N76'5607E A DISTANCE OF 335.99 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 243.00 FEET AND A CENTRAL ANGLE OF 32'45'20", A DISTANCE OF 138.92 FEET (CHORD BEARS S86'41'13"E A DISTANCE OF 137.04 FEET); THENCE N39'14'19"W A DISTANCE OF 103.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 376.00 FEET AND A CENTRAL ANGLE OF 18'02'22", A DISTANCE OF 118.38 FEET CHORD BEARS S79'19'44"E A DISTANCE OF 117.89 FEET • THENCE S88'20'55"E A DISTANCE OF 43.87 FEET; THENCE N18'37'26"W A DISTANCE OF 135.06 FEET; THENCE N58'17'21"E A DISTANCE OF 323.41 FEET; THENCE S79'15'14"E A DISTANCE OF 29.45 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 169.00 FEET AND A CENTRAL ANGLE OF 33'05'43", A DISTANCE OF 97.62 FEET (CHORD BEARS N84'11'54"E A DISTANCE OF 96.27 FEET); THENCE N67'39'02"E A DISTANCE OF 82.34 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82: 1. S47'06'31"E A DISTANCE OF 304.80 FEET; 2. S51'13'28"E A DISTANCE OF 111.93 FEET, 3. S54'41'49"E A DISTANCE OF 186.78 FEET; 4. S56'02'59"E A DISTANCE OF 181.61 FEET; 5. S57'13'24"E A DISTANCE OF 90.41 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 33.910 ACRES, MORE OR LESS. EXECUTED THIS _-_ DAY OF __- --- _------- -. A.D., 2018. OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 81611 BY: STATE OF COLORADO )ss COUNTY OF _____--- ) THE FOREGOING CERTIFICATION OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF2018, BY, AS_______________ OF EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY MY COMMISSION EXPIRES: ________ WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC CERTIFICATE OF MINERAL ESTATE OWNERSHIP THE UNDERSIGNED SURFACE OWNERS OF THE LANDS SHOWN ON THIS PLAT CERTIFY THAT THEY ALSO OWN THE MINERAL ESTATE APPURTENANT THERETO ACCORDING TO ITS REVIEW OF THE TITLE RECORDS AND SUBJECT TO ANY APPLICABLE PATENT RESERVATION. THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS ____ DAY OF --------- A.D., OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 2018, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, C/O DUNRENE MANAGEMENT, INC. SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, 710 EAST DURANT AVENUE, UNIT W-6 PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY ASPEN, CO 81611 SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. BY: --------------------------------- CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK SURVEYOR'S CERTIFICATE CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY AT ____'CLOCK________, ON THIS ____ DAY OF__________, A.D. 2018, AND IS DULY RECORDED AS RECEPTION N0.___________________. CLERK AND RECORDER w DEPUTY I, BILL W. A. BAKER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF AN ---------- AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS ____ DAY OF ------------- 2018. BY: BILL W. A. BAKER, L.S. NO. 23875 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, CO 81601 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACT10N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. Ld Ld w U �W dOOE z Z Opo o > O_j p�Z� 1;l iya S t�C 1 :mak- •5 \ h5..4- �� 1 ��'' I \-� l5-, f is •�.-.�.- - t 1 {-- -- SSI COD�0 j� o� z0O ZL , • � nn 5 ,I, r 15 �Z / M t � L w°° ¢U (7 �� �' \ 5 , 5957 'S 4'. :''.=�rl� f ��`. ,r •v. I O U LdZ U D �U t. 65y6 • yy\ vv Wil, 5 �-'� I iii > a t0 - _ I 1; � ti r ~ - { , _ LLi w r i 15 .y 3. JS U hZn w - �'<� asci � � `���',' a GrBVQ l • _. __ rO V 0 IL rx V VICINITY MAP SCALE: 1" = 2,000' TITLE CERTIFICATE I, ROBERT C. REESE, AS PRESIDENT OF ADVANCE TITLE COMPANY AS AGENT FOR STEWART TITLE GUARANTY COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS SET FORTH ON THIS PLAT. DATED THIS ------- DAY OF_____________, A.D., 2018. ADVANCED TITLE COMPANY ROBERT C. REESE, PRESIDENT COUNTY COMM ISIONERS' CERTIFICATE PROPERTY DESCRIPTION THE UNDERSIGNED EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82, A REBAR AND CAP FOUND IN PLACE, (WHENCE THE SOUTHEAST CORNER OF SAID SECTION 35, BEING A 3 1/4" ALUMINUM CAP, BEARS S37'44'52"E A DISTANCE OF 2075.65 FEET); THENCE DEPARTING SAID RIGHT-OF-WAY S33'14'47"W A DISTANCE OF 381.32 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING THREE (3) COURSES ALONG SAID CENTERLINE OF THE ROARING FORK RIVER: 1. N72'34'38"W A DISTANCE OF 806.63 FEET; 2. S87'46'22"W A DISTANCE OF 351.38 FEET; 3. S85'12'22"W A DISTANCE OF 170.00 FEET; THENCE DEPARTING SAID CENTERLINE N04'47'38"W A DISTANCE OF 125.00 FEET; THENCE S77'03'06"W A DISTANCE OF 249.82 FEET; THENCE S53'45'59"W A DISTANCE OF 39.00 FEET; THENCE S00'00'00"E A DISTANCE OF 22.42 FEET; THENCE S71'38'40"W A DISTANCE OF 82.76 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 745.00 FEET, A CENTRAL ANGLE OF 14'25'06", A DISTANCE OF 187.48 FEET CHORDS BEARS S64'26'07"W A DISTANCE OF 186.98 FEET • THENCE S57'13'34"W A DISTANCE OF 178.94 FEET,• THENCE S78'47'49"W A DISTANCE OF 226.84 FEET; THENCE N76'50'20"W A DISTANCE OF 398.56 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1517.00 FEET, A CENTRAL ANGLE OF 07'17'55", A DISTANCE OF 193.24 FEET (CHORD BEARS N05'46'21"W A DISTANCE OF 193.11 FEET) • THENCE NO2'07'30"W A DISTANCE OF 93.94 FEET; THENCE N06'53'56"W A DISTANCE OF 199.65 FEET,• THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 636.00 FEET, A CENTRAL ANGLE OF 08'35'56" (CHORD BEARS N12'10'22"W A DISTANCE OF 95.36 FEET); THENCE N16'28'12"W A DISTANCE OF 90.17 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET, A CENTRAL ANGLE OF 20'08'57", A DISTANCE OF 105.50 FEET CHORD BEARS N24'44'53"W A DISTANCE OF 104.96 FEET • THENCE N07'31'07"W A DISTANCE OF 197.63 FEET; THENCE N48'20'56"E A DISTANCE OF 78.22 FEET,• THENCE N27'54'09"E A DISTANCE OF 156.25 FEET; THENCE N00'54'54"W A DISTANCE OF 126.04 FEET,• THENCE N20 21 21 E A DISTANCE OF 133.39 FEET; THENCE N13 30 20n E A DISTANCE OF 86.17 FEET,• THENCE N49 27 26n E A DISTANCE OF 184.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35; THENCE DEPARTING SAID NORTHERLY BOUNDARY S00'07'44"E A DISTANCE OF 647.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET, A CENTRAL ANGLE OF 80'49'06", A DISTANCE OF 916.87 FEET, (CHORD BEARS S40'32'17"E A DISTANCE OF 842.71 FEET); THENCE N72'38'59"E A DISTANCE OF 261.56 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 830 FEET AND A CENTRAL ANGLE OF 4'17'08", A DISTANCE OF 62.08 FEET (CHORD BEARS N74'47'33"E A DISTANCE OF 62.07 " ' FEET • THENCE N76'5607E A DISTANCE OF 335.99 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 243.00 FEET AND A CENTRAL ANGLE OF 32'45'20", A DISTANCE OF 138.92 FEET (CHORD BEARS S86'41'13"E A DISTANCE OF 137.04 FEET); THENCE N39'14'19"W A DISTANCE OF 103.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 376.00 FEET AND A CENTRAL ANGLE OF 18'02'22", A DISTANCE OF 118.38 FEET CHORD BEARS S79'19'44"E A DISTANCE OF 117.89 FEET • THENCE S88'20'55"E A DISTANCE OF 43.87 FEET; THENCE N18'37'26"W A DISTANCE OF 135.06 FEET; THENCE N58'17'21"E A DISTANCE OF 323.41 FEET; THENCE S79'15'14"E A DISTANCE OF 29.45 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 169.00 FEET AND A CENTRAL ANGLE OF 33'05'43", A DISTANCE OF 97.62 FEET (CHORD BEARS N84'11'54"E A DISTANCE OF 96.27 FEET); THENCE N67'39'02"E A DISTANCE OF 82.34 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82: 1. S47'06'31"E A DISTANCE OF 304.80 FEET; 2. S51'13'28"E A DISTANCE OF 111.93 FEET, 3. S54'41'49"E A DISTANCE OF 186.78 FEET; 4. S56'02'59"E A DISTANCE OF 181.61 FEET; 5. S57'13'24"E A DISTANCE OF 90.41 FEET TO THE POINT OF BEGINNING. SAID PARCEL OF LAND CONTAINING 33.910 ACRES, MORE OR LESS. EXECUTED THIS _-_ DAY OF __- --- _------- -. A.D., 2018. OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 81611 BY: STATE OF COLORADO )ss COUNTY OF _____--- ) THE FOREGOING CERTIFICATION OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF2018, BY, AS_______________ OF EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY MY COMMISSION EXPIRES: ________ WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC CERTIFICATE OF MINERAL ESTATE OWNERSHIP THE UNDERSIGNED SURFACE OWNERS OF THE LANDS SHOWN ON THIS PLAT CERTIFY THAT THEY ALSO OWN THE MINERAL ESTATE APPURTENANT THERETO ACCORDING TO ITS REVIEW OF THE TITLE RECORDS AND SUBJECT TO ANY APPLICABLE PATENT RESERVATION. THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS ____ DAY OF --------- A.D., OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 2018, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, C/O DUNRENE MANAGEMENT, INC. SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, 710 EAST DURANT AVENUE, UNIT W-6 PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY ASPEN, CO 81611 SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. BY: --------------------------------- CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK SURVEYOR'S CERTIFICATE CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY AT ____'CLOCK________, ON THIS ____ DAY OF__________, A.D. 2018, AND IS DULY RECORDED AS RECEPTION N0.___________________. CLERK AND RECORDER w DEPUTY I, BILL W. A. BAKER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF AN ---------- AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS ____ DAY OF ------------- 2018. BY: BILL W. A. BAKER, L.S. NO. 23875 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, CO 81601 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACT10N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. Ld Ld w U �W dOOE z Z Opo o > O_j p�Z� co U� m 0 z��� �o W TA N ULd zU N z d =� �pF �O 0 COD�0 j� o� z0O ZL �Wo� :, w°° ¢U (7 mo>� N Q U �O ffluo J X O U LdZ U D 0 co z z Qz N 0 } m m D N m 0LdI Y w Q Q U L V � Z V TA �. N 1- �Z Y. O"00j _j 0ww 0 Z I- 0I` Nus O U �U O Zw?�W d u iii > a t0 U � = a 0 LLi O Q U hZn ^Z LJ0) �O z rO V 0 IL rx V I OF 2 � Ua J 1- Z _j Z d u J > � a LLi V Z Q U ,Q Ld J :J PROJECT NO. 2151605.00 I OF 2 150 0 75 LEGEND FOUND SECTION CORNER SET NO. 5 REBAR & CAP (TYP.) LS23875 CALCULATED POINT TO BE SET FOUND NO. 5 REBAR & CAP (TYP.) ZONE DISTRICT/OPEN SPACE BOUNDARY GRAPHIC SCALE 150 300 600 ( IN FEET ) 1 inch = 150 ft. I L & Y JAMMARON FAMILY LLLP 4915 HWY. 82 GLENWOOD SPRINGS, CO 81601 N 89°54'27" E 914.9, L--------- 0 h (0 POINT OF BEGINNIN( PARCEL 1 FLYING M RANCH P.U.D. PLAN MAP A RESUBDIVISION OF THE AMENDED PLAT OF EASTBANK, LLC, A PARCEL OF LAND SITUATED IN THE S1I2 SECTION SS, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO WAREHOUSE INVESTMENT PARNTERSHIP 1111 DUNN AVENUE CHEYENNE, WY 82001 1013. --S89°54'27"W (BASIS OF BEARINI \ _ N89°54'27"E II \ \ o� // OQ �� �. I I + to I L61 \\ \\ W \\ 8 I\ I + ' O�, � CV /� �° 60.0' ACCESS &UTILITY EASEMENT C \ \ BpC3,���6�0�9 R 30.0' ACCESS & '. UTILITY EASEMENT / JIB I �N \ \� + %0 \\\\ RIVERVIEW \ I I SCHOOL \ \ \ \ C21� \ \ \\ \ \ co K�n Planned Unit Development Summary Table LINE # L1 L2 L3 L5 Overall PUD Zone District 1 Zone District 2 Zone District 3 Zone District 4 Zone District 5 Total Size (acres) 33.91 4.284 12.183 11.765 3.281 2.397 Open Space (acres) 8.575 0 3.942 1.352 3.281 0 (ROW) Upper Access & Utility 1.312 0 1.312 0 0 0 Easement (acres) 151.23' S79'16'21"W 137.27' S85. 12.59 1 1.7 ± Ac. Lower Access & Utility 0.476 0 0.476 0 0 0 Easement (acres) 269.00' N 40'59' 49"W 126.47 86.54' 398-56 - L45 Z - --- Q 1- � H/LIs TR/P Flying M Ranch Road Access & 4.577 0 0 2.18 0 2.397 Utility Easement (acres) 11 •2 6 A ACE 034'02'48" 106.96' 55.11' S57'20'09"W 105.39' Minimum Lot Size - Refer to PUD Guide 126.03' 65.00' N88'21'56"W Maximum Dwelling Units per 228 4 96 128 0 0 Zone District C11 480.00' 018'22'35" 153.95' 77.64' N79'09'38"W Maximum Community Service 120,000 0 0 120,000 0 0 Floor Area as an ALTERNATE to C13 243.00' 032'45'20" 138.92' 71.42' N86'41'13"W Dwelling Units (square feet) C14 830.00' 004'17'08" 62.08' 31.06' S74'47'33"W Maximum Business Park Floor 35,000 35,000 0 0 0 0 Area (square feet) C16 42.36' 063'45'19" 47.14' 26.35' S52'26'58"W Maximum Community Center 1,800 0 1,800 0 0 0 or Accessory Use (square feet) C18 157.50' 041'40'24" 114.56' 59.94' S07'45'41"W LINE # L1 L2 L3 L5 LINE TABLE N74'21'33"E LENGTH DIRECTION 82.34' S67'39'02'W 29.45' N79'15'14'W 261.56' N72'38'59"E 335.99' N76'56'07'E S53'45'59"W 225.59 L & Y JAMMARON FAMILY LLLP L9 194.44' S88'20'55"E 4915 H WY. 82 �Q GLENWOOD SPRINGS, L12 39.04' S69'58'20"E CO 81601 L15 121.02' N74'21'33"E L17 61.53' N40*18'46"E L19 59.92' S40'11 8'46-W S77'03'06 "W S40'S9'49"E \ �jj L21 121.02' S74'21'33"W l� L24 39.04' N69°58'20"W 'v L26 194.44' N88'20'55"W L29 335.99' S76'56'07"W L31 261.56' S72'38'59"W L32 60.00' S17-21'01 "E i i 15.0' UTILITY EASEM NT REC. N0. 886221 FED EX ACCESS & UTILITY EA6FMENT_ REC. NO. 867041 , 15.0' UTILITY EASEMENT L2�C1 tistj,SOst\ L46 76.70' N65'27'50"W REC. NO. 886222 I 06,,'80 �� I S�, L47 83.25' N06'40'1 3-W 15.0' UTILITY \ ACCESS &� '/' EASEMENT REC. N0. 886223 UTILITY EASEMENT I , \ U \\ \\ c, c, \\ \ \ - - _ \ \ 3EASEMENTILIT M \ �\\ \\ O �\ "� ZONE DISTRICT 1 �- \ \ BUSINESS PARK \����\ REC. N0. o I \ \ sR �V o6Soo �/ \ \ \ S o c1.� LO J I r \ S�2%3 L29 M \\ \ N \ \ \ C14 1 I� \\ �GpG 60.0' ACCESS & UTILITY EASEMENTo O PREHM RANCH cil L37 124.99' N04'47'38"W 15.0' PEDESTRIAN ACCESS\ \ & UTILITY EASEMENT - - h? V3 L38 249.82' S77'03'06 "W S40'S9'49"E \ L39 39.00' S53'45'59"W 225.59 L41 103.50' S77'24'28"W 0) ZONE DISTRICT 3 :o C28 G29 �,�g \ L42 248.84' S64°53'59"W C) L85�\� ' N57'30'58"W L43 151.23' S79'16'21"W 137.27' S85. 12.59 1 1.7 ± Ac. `41 8�� " S00'00'00"E 22.42_ 018'22'35" 134.71' 67.94' L44 103.50' N7638'03"W 269.00' N 40'59' 49"W 126.47 86.54' 398-56 - L45 Z - --- Q 1- � H/LIs TR/P �1 4.63 L45 182.49' N81'18'01 "W 15.0' UTILITY EASEMENT L2�C1 tistj,SOst\ L46 76.70' N65'27'50"W REC. NO. 886222 I 06,,'80 �� I S�, L47 83.25' N06'40'1 3-W 15.0' UTILITY \ ACCESS &� '/' EASEMENT REC. N0. 886223 UTILITY EASEMENT I , \ U \\ \\ c, c, \\ \ \ - - _ \ \ 3EASEMENTILIT M \ �\\ \\ O �\ "� ZONE DISTRICT 1 �- \ \ BUSINESS PARK \����\ REC. N0. o I \ \ sR �V o6Soo �/ \ \ \ S o c1.� LO J I r \ S�2%3 L29 M \\ \ N \ \ \ C14 1 I� \\ �GpG 60.0' ACCESS & UTILITY EASEMENTo O PREHM RANCH ROARING FORK RIVER CENTERLINE REC. NO. 575678, BOOK 1230 PAGE 50 �Ol i PRE 4.2 ± Ac. ,,886223 C12 N ` IN C11 N51'13'28"W 51.13 N 51 '13'28"W 60.02 LINE TABLE LINE TABLE LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION L48 110.17' N00'58'19"E L89 177.66' N79'10'43"E L49 188.79' N1018'34"W L91 40.95' S77'39'07"E L50 109.74' N0413'52"W L93 110.58' N86'23'15"E L51 100.11' N19'49'33"W L95 159.10' N89'21'27"E L52 121.29' N14'45'39"W L98 24.53' S64'52'34"E L53 155.15' N26'30'47"W L99 39.13' S83'20'14"E L54 285.98' N27'54'50"E L100 16.00' N89'24'51"E L55 94.23' N0454'1 2"W L101 71.40' S7952'11 "E L56 201.48' N20'53'41"E L103 245.74' S76'34'06"E L57 62.71' N44'42'24"W L105 14.85' S82'19'43"E L58 184.75' N49'27'26"E L107 11.94' S77'46'52"E L59 48.84' S00'07'44"E L110 225.27' S71 *07'02"E L61 6.04' S8412'46"W L113 82.76' S71'38'40"W L63 141.84' S20'41'10"W L115 178.94' S57'13'34"W L66 210.26' S28 -35'53"W L116 226.84' S78 -47'49"W L68 56.04' S29'27'56"E L117 398.56' N76'50'20"W L70 101.11' S1 5'53'59"E L119 93.94' NO2'07'30"W L72 31.23' S21'35'46"E L120 199.65' N06'53'56"W L74 66.04' S03'46'18"E L122 90.17' N16'28'12"W L76 140.57' S10'15'08"E L124 197.63' N07'31'07"W L79 82.44' S01 '28'53"E L125 78.22' N48'20'56"E L81 185.72' S79'59'18"E L126 156.25' N27'54'09"E L83 157.10' N6710'23"E L127 126.04' N00'54'54"W L85 66.18' N77'06'20"E L128 133.39' N20'21'21"E L87 25.30' N6017'23"E L129 86.17' I N13'30'20"E S54'41'49"E 186.78 \ S56'02'59'E 181 61 o- L26 C X21- x - n,v C4 1 o G 1----- L9 C5 L24 C9 of 1 '�[ L12 C6 S57'13'24"E \ 25.0' UTILITY EZE-0�1 T - - - ` \ _ + _ 90.41 I� 35.0"U�FLaY FASFI�ENZ - � - 25. TILITY EASEMENT �� 1 C32 L93 C33 L95 C34 �9 _ r 40.0' ACCESS & \ C3 8-L100FUTILITY EASEMENT C1 �_----_- --- -�_-S� ]� C36 I \ ZONEDISTRICT2 Ql L101 I RESIDENTIAL /� . - �L103 / ���� �� 12.1 Ac. •�/ 0.00 351.38 S87'46'22"W - _ C37105 L1o� - o� ',y. 0 2' 22" �d - C38. C3 Coo \ `y �� �6 9". "� 40.0' ACCESS & \ 1j \ \ TILITY EASEMENT cil - NC C 1 TANGENT 15.0' PEDESTRIAN ACCESS\ \ & UTILITY EASEMENT - - h? V3 \ \ _C3 L� 0) 25.0' UTILITY & -.89 T � G3t� - PEDESTRAIN EASEMENT EASEMENT 00 J 25.0' UTILITY EASEMENT �LO oI~-C25 \ CIA \,to 00 004'17'08" 57.59' 0) ZONE DISTRICT 3 :o C28 G29 �,�g 183.00' 032'45'20" J } COMMUNITY SERVICE FACILITY OR RESIDENTIAL C) L85�\� ' I 17 C4 436.00' X113 137.27' S85. C11� J � ' 1 1.7 ± Ac. `41 8�� " S00'00'00"E 22.42_ 018'22'35" 134.71' 67.94' �/ /Z G�`1 S69°36'16"W C6 269.00' L44 \-\_1 Xi �- C27 - 126.47 86.54' 398-56 - L45 Z - --- Q 1- � H/LIs TR/P 5 L43 / 240.00' 034'02'48" E T 4 N76 5p 2CL ao,P N 73.48' N57'20'09"E 140.53' C8 11 •2 6 A ACE 034'02'48" 106.96' 55.11' ROARING FORK RIVER CENTERLINE REC. NO. 575678, BOOK 1230 PAGE 50 �Ol i PRE 4.2 ± Ac. ,,886223 C12 N ` IN C11 N51'13'28"W 51.13 N 51 '13'28"W 60.02 LINE TABLE LINE TABLE LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION L48 110.17' N00'58'19"E L89 177.66' N79'10'43"E L49 188.79' N1018'34"W L91 40.95' S77'39'07"E L50 109.74' N0413'52"W L93 110.58' N86'23'15"E L51 100.11' N19'49'33"W L95 159.10' N89'21'27"E L52 121.29' N14'45'39"W L98 24.53' S64'52'34"E L53 155.15' N26'30'47"W L99 39.13' S83'20'14"E L54 285.98' N27'54'50"E L100 16.00' N89'24'51"E L55 94.23' N0454'1 2"W L101 71.40' S7952'11 "E L56 201.48' N20'53'41"E L103 245.74' S76'34'06"E L57 62.71' N44'42'24"W L105 14.85' S82'19'43"E L58 184.75' N49'27'26"E L107 11.94' S77'46'52"E L59 48.84' S00'07'44"E L110 225.27' S71 *07'02"E L61 6.04' S8412'46"W L113 82.76' S71'38'40"W L63 141.84' S20'41'10"W L115 178.94' S57'13'34"W L66 210.26' S28 -35'53"W L116 226.84' S78 -47'49"W L68 56.04' S29'27'56"E L117 398.56' N76'50'20"W L70 101.11' S1 5'53'59"E L119 93.94' NO2'07'30"W L72 31.23' S21'35'46"E L120 199.65' N06'53'56"W L74 66.04' S03'46'18"E L122 90.17' N16'28'12"W L76 140.57' S10'15'08"E L124 197.63' N07'31'07"W L79 82.44' S01 '28'53"E L125 78.22' N48'20'56"E L81 185.72' S79'59'18"E L126 156.25' N27'54'09"E L83 157.10' N6710'23"E L127 126.04' N00'54'54"W L85 66.18' N77'06'20"E L128 133.39' N20'21'21"E L87 25.30' N6017'23"E L129 86.17' I N13'30'20"E S54'41'49"E 186.78 \ S56'02'59'E 181 61 o- L26 C X21- x - n,v C4 1 o G 1----- L9 C5 L24 C9 of 1 '�[ L12 C6 S57'13'24"E \ 25.0' UTILITY EZE-0�1 T - - - ` \ _ + _ 90.41 I� 35.0"U�FLaY FASFI�ENZ - � - 25. TILITY EASEMENT �� 1 C32 L93 C33 L95 C34 �9 _ r 40.0' ACCESS & \ C3 8-L100FUTILITY EASEMENT C1 �_----_- --- -�_-S� ]� C36 I \ ZONEDISTRICT2 Ql L101 I RESIDENTIAL /� . - �L103 / ���� �� 12.1 Ac. •�/ 0.00 351.38 S87'46'22"W - _ C37105 L1o� - o� ',y. 0 2' 22" �d - C38. C3 Coo \ `y �� �6 9". "� 40.0' ACCESS & \ 1j \ \ TILITY EASEMENT c L116 CS Co co U -I co -3p. 1986 100 YEAR �1 CPCPFLOOD PLAIN IRONBRIDGE GOLF COURSE ACTUAL FLOOD ELEVATION GROUND +1' WITH CURR WESTBANK FILING I Y FLOODP PING SCQ cil C11 C 1 TANGENT 000 Q0 00 (0 00 LIFT STATION EASEMENT INCLUDING ACCESS EASEMENT (0 (0 00 004'17'08" 57.59' 1 28.81' N74'47'33"E 00 C3 183.00' 032'45'20" c L116 CS Co co U -I co -3p. 1986 100 YEAR �1 CPCPFLOOD PLAIN IRONBRIDGE GOLF COURSE ACTUAL FLOOD ELEVATION GROUND +1' WITH CURR WESTBANK FILING I Y FLOODP PING SCQ 8os N�2 ;34.. OPEN RADIUS CO C 1 TANGENT 000 Q0 00 169.00' 033'05'43" LIFT STATION EASEMENT INCLUDING ACCESS EASEMENT FROM FLYING M RANCH ROAD 8os N�2 ;34.. OPEN PRELIMINARY FEMA FLOODPLAIN MAPPING, MOST CURRENT INFORMATION AVAILABLE 15.0' UTILITY & PEDESTRIAN EASEMENT SHANE & BRUCE'S LLC 4185 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 POINT OF BEGINNING PARCEL 2A #5 REBAR & CAP ILLEGIBLE (FND) TIE FROM SE CORNER SECTION 35 (3-Y4" ALUMINIUM CAP LS 15710): N37°44'52"W 2075.65' CURVE TABLE CURVE # RADIUS 0 LENGTH TANGENT CHORD BEARING CHORD 00 169.00' 033'05'43" 97.62' Cq PRELIMINARY FEMA FLOODPLAIN MAPPING, MOST CURRENT INFORMATION AVAILABLE 15.0' UTILITY & PEDESTRIAN EASEMENT SHANE & BRUCE'S LLC 4185 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 POINT OF BEGINNING PARCEL 2A #5 REBAR & CAP ILLEGIBLE (FND) TIE FROM SE CORNER SECTION 35 (3-Y4" ALUMINIUM CAP LS 15710): N37°44'52"W 2075.65' CURVE TABLE CURVE # RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD C1 169.00' 033'05'43" 97.62' 50.21' S8411'54"W 96.27' C2 770.00' 004'17'08" 57.59' 1 28.81' N74'47'33"E 57.58' C3 183.00' 032'45'20" 104.62' 53.78' S86'41'1 3"E 103.20' C4 436.00' 018'02'22" 137.27' 69.21' S79'1 9'44"E 136.71' C5 420.00' 018'22'35" 134.71' 67.94' S79'09'38"E 134.13' C6 269.00' 035'40'06" 167.46' 86.54' S87'48'24"E 164.77' C7 240.00' 034'02'48" 142.61' 73.48' N57'20'09"E 140.53' C8 180.00' 034'02'48" 106.96' 55.11' S57'20'09"W 105.39' C9 209.00' 034'33'01" 126.03' 65.00' N88'21'56"W 124.13' C10 209.00' 001'07'05" 4.08' 2.04' N70'31'53"W 4.08' C11 480.00' 018'22'35" 153.95' 77.64' N79'09'38"W 153.29' C12 376.00' 018'02'22" 118.38' 59.69' N79'19'44"W 117.89' C13 243.00' 032'45'20" 138.92' 71.42' N86'41'13"W 137.04' C14 830.00' 004'17'08" 62.08' 31.06' S74'47'33"W 62.07' C15 165.00' 047'50'25" 137.77' 73.19' S20'45'19"W 133.80' C16 42.36' 063'45'19" 47.14' 26.35' S52'26'58"W 44.75' C17 92.50' 033'45'41" 54.51' 28.07' S03'48'19"W 53.72' C18 157.50' 041'40'24" 114.56' 59.94' S07'45'41"W 112.05' C19 42.50' 058'03'50" 43.07' 23.59' S00'26'02"E 41.25' C20 307.50' 013'33'57" 72.81' 36.57' S22'40'58"E 72.64' C21 242.50' 005'41'46" 24.11' 12.06' S1 8'44'53"E 24.10' C22 307.50' 017'49'27" 95.66' 48.22' S1 2'41'02"E 95.28' C23 492.50' 006'28'50" 55.70' 27.88' S07'00'43"E 55.67' C24 107.50' 019'37'17" 36.81' 18.59' S00'26'30"E 36.63' C25 92.50' 010'51'02" 17.52' 8.78' S03'56'38"W 17.49' C26 72.50' 078'30'25" 99.34' 59.24' S40'44'05"E 91.75' C27 492.50' 032'50'19" 282.27' 145.13' N83°35'33"E 278.43' C28 507.50' 009'55'57" 87.98' 44.10' N72'08'21"E 87.87' C29 242.50' 016'48'56" 71.17' 35.84' N68'41'51 "E 70.92' C30 407.50' 018'53'20" 134.34' 67.79' N69'44'03"E 133.73' C31 157.50' 023'10'10" 63.69' 32.29' S89'14*12"E 63.26' C32 292.50' 015'57'38" 81.48' 41.01' S85°37'56"E 81.22' C33 512.50' 002'58'12" 26.57' 13.29' N87'52'21 "E 26.56' C34 87.50' 1 01312'29" 20.17' 10.13' S84'02'1 8"E 20.13' C35 87.50' 011'34'01" 17.66' 8.86' S71'39'03"E 17.63' C36 1012.50' 003'18'05" 58.34' 29.18' S7813'08"E 58.33' C37 487.50' 005'45'37" 49.01' 24.53' S79'26'55"E 48.99' C38 512.50' 004'32'52" 40.68' 20.35' S80'03'1 8"E 40.67' C39 262.50' 014'29'16" 66.38' 33.37' S70'32'1 4"E 66.20' C40 237.50' 007'49'26" 32.43' 16.24' S67'12'18"E 32.41' C41 745.00' 014'25'06" 187.48' 94.24' S64'26'07"W 186.98' C42 1517.83' 00717'41" 193.24' 96.75' N05'46'21"W 193.11' C43 636.35' 008'35'39" 95.45' 47.82' N12*10'22"W 95.36' C44 300.00' 020'08'57" 105.50' 53.30' N24'44'53"W 104.96' 60' ACCESS & UTILITY EASEMENT W W W a'0L z Z 00 r, w 40' ACCESS & UTILITY EASEMENT 1- !] U� 0) 0 Q Y p ZQ�(Y 30' ACCESS & UTILITY EASEMENT cn�2m 00 N Zv N z 13 �O0)o 'U) :jX O o zOLD Uww0 IY �w U M0j( N LL < U LO w Q LLI 30' _jm WZ � 5 U) LL.t� U 30' 20' 20' d a tC U = 2' STANDARD �0� O 12'E 2' STANDARD 2' STANDARD 2' STANDARD 3' WIDE SWALE 0.5 DEEP 10' 10' 3' WIDE SWALE 0.5 DEEP CURB & GUTTER LANE U0 V 0 LANE CURB & GUTTER CURB & GUTTER LANE LANE CURB & GUTTER LANE LANE - - 4:1 2% 4" ASPHALT 2% 4:1 - VARIESMAX'2:1 4" ASPHALT 2% 2% 2% 2% MPX�� CARIES STRIP ALL TOPSOIL, SCARIFY AND 8" CLASS 6 AGGREGATE BASE STRIP ALL TOPSOIL, SCARIFY AND STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM COURSE COMPACTED TO 95% RECOMPACT SUBGRADE TO A MINIMUM RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8 TO 95% STANDARD PROCTOR STANDARD PROCTOR DEPTH OF 8" TO 95% STANDARD PROCTOR 12" CLASS 6 AGGREGATE BASE DEPTH OF 8" TO 95% STANDARD PROCTOR 8" CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% COURSE COMPACTED TO 95% STANDARD PROCTOR STANDARD PROCTOR TYPICAL 24' ROAD SECTION TYPICAL 22' ROAD SECTION TYPICAL 20' ROAD SECTION NOTE FLYING M RANCH ROAD NOTE AND ROAD BASE1. SURSECTION T UPPER LOWER ACCESS ROADS NOTE SURFACE AND ROAD BASE SECTION PER HP-KUMAR GEOTECHNICAL ENGINEER. EMERGENCY ACCESS ROAD SURFACE AND ROAD BASE SECTION PER NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL NION GINEER. PERFHPE UMAR GEOTECHNICAL OG 2. SEE SHEET C2-02 FOR DETAILED GEOTECHNI ALHENGINEER. ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION N.T.S. N.T.S. CUT/FILL SLOPES & WALL LOCATION. N.T.S. VrVIV I,IVI UGf GVI IIV If71J JVRVGI OG VVMMGIV VGU MVRG IfIAIV XU Ld W W W a'0L z Z 00 r, w 0- (D pwZF 1- !] U� 0) 0 Q Y p ZQ�(Y (:O Imo -W cn�2m 00 N Zv N z 13 �O0)o 'U) :jX O o zOLD Uww0 IY �w U M0j( N LL < U LO w Q LLI QO _jm WZ � 5 U) LL.t� U C� OD Z d r 1 N z O M M o Z Y WW IL U LLI V Z MEMO V Lo Z N O�� q _ ODO Z NUS U 5 U) LL.t� ZW?�W 1.1.1 d a tC U = �0� O Z mZo `) _ h ..) �J� -�Z U0 V 0 °- rx V O d 0 a. J0 Z � XZ zz �J M0 �a U)0 Zp w� Ja LL �, a >i CX C� PROJECT NO. 2151007.00 20F2 FLYING M RANCH PRELIMINARY PLAT PLAT NOTES: 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S89'54'27"W BETWEEN THE EAST QUARTER CORNER OF SECTION 35, A STONE IN PLACE AND THE WEST QUARTER OF SECTION 35, A STONE FOUND IN PLACE AS SHOWN HEREON. 2. DATE OF THIS SURVEY WAS SUMMER OF 2015. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET.PS 3. THIS SURVEY IS BASED ON THE AMENDED PLAT OF EASTBANK, LLC - LOTS 2 AND 3 PREPARED BY HIGH COUNTRY ENGINEERING, RECEPTION NUMBER 867716 AND RECEPTION NUMBER 865787 AND CORNERS FOUND IN PLACE AS SHOWN THEREON. 4. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY STEWART TITLE GUARANTY COMPANY, EFFECTIVE DATE: AUGUST 11, 2015. (FILE NUMBER 51280). 5. ANY FUTURE LAND USE DEVELOPMENT APPLICATION PROPOSAL WITH RESPECT TO LOT 3 HEREOF SHALL BE REQUIRED TO PROVIDE ADEQUATE ROAD ACCESS FOR SUCH PROPOSED USES SUFFICIENT TO SATISFY THEN APPLICABLE GARFIELD COUNTY STANDARDS. 6. CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 7. NO OPEN HEARTH SOLID FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONE NEW SOLID- FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401 ET.SEQ, AND THE REGULATIONS PROMULGATED THEREUNDER WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES. 8. ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTING SHALL BE DIRECTED INWARD AND DOWNWARD TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY BOUNDARIES. 9. COLORADO IS A "RIGHT -TO -FARM" STATE PURSUANT TO C.R.S. 35-3-11 ET. SEQ . LANDOWNERS RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES SIGHTS SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBAN SENSITIVITY MAY PERCEIVE SUCH ACTIVITIES SIGHTS SOUND AND SMELLS ONLY AS INCONVENIENCE EYESORE NOISE AND ODOR. HOWEVER STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOT BE CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN A NON -NEGLIGENT MANNER. THEREFORE ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS PART OF LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERATIONS. 10. ALL OWNERS OF LAND WHETHER RANCH OR RESIDENCE HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES CONTROLLING WEEDS KEEPING LIVESTOCK AND PETS UNDER CONTROL USING PROPERTY IN ACCORDANCE WITH ZONING AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AN ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH INFORMATION IS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY. f 1111116160:121i19iP►f1:Iaa:Zila212 VaNam_ I IaOI_»:014121Own_ Vlxfl:lriP►w10�-1afell 1:42020111111m:I_1:7_Ff�I20ktilmi INQ11921 1F#��[�3f�[�ZiP►��.1�1:iill�:i�'��:I_1��d�Pul��'i`��I��:f 1.1��Zi1�iI:71�Z�7J1:7:��1�[�>•�i'1I��1�1���JXiIIy[�li�[�P►���iI:1•�I��1�1���:7I�[�1�'aY�[�71�[e� 13. ENGINEER -DESIGNED SEPTIC SYSTEMS ARE REQUIRED WITHIN THIS SUBDIVISION. 14. THE PROPERTY IS UNDERLAIN BY EAGLE VALLEY EVAPORITE, AND NUMEROUS SINKHOLES AND SOIL -COLLAPSE OCCURRENCES HAVE BEEN IDENTIFIED WITHIN SEVERAL THOUSAND FEET OF THE SITE. SINKHOLES, SUBSIDENCE AND GROUND DEFORMATION DUE TO COLLAPSE OF SOLUTION CAVITIES AND VOIDS ARE A SERIOUS CONCERN IN THE EAGLE VALLEY EVAPORITE. INFREQUENT SINKHOLE FORMATION IS STILL AN ACTIVE GEOLOGIC PROCESS IN THE ROARING FORK VALLEY, AND GROUND SUBSIDENCE RELATED TO THE DISSOLUTION OF EVAPORITE BEDROCK IS AN UNPREDICTABLE RISK. 15. THE ACCESS DRIVEWAY FROM CR 154 TO LOT 1 OF THE EASTBANK MINOR SUBDIVISION MAY ONLY BE COMBINED PRIMARY ACCESS TO LOT 2 OF THE EASTBANK MINOR SUBDIVISION. THE ACCESS DRIVEWAY FROM CR 154 TO LOT 1 SHALL NOT BE COMBINED AS PRIMARY ACCESS TO ANY OTHER PARCEL OR LOT. ILsMI[iltdwm-ril[11wj&-I:/_1pmlI2kvI2licilaw-w-iCol:1lyAw�r�:�1I_P►I[eIAI:0111ifff-P►dial.1mlML, �iI��I��1��iI 17. THE PUD MAP SHOWS THE 1986 FEMA FLOODPLAIN INFORMATION THAT IS CURRENTLY IN EFFECT. THE PRELIMINARY MAPPING WHICH IS THE MOST UP TO DATE MAPPING AVAILABLE, BUT HAS NOT YET BEEN ACCEPTED BY THE COUNTY AND A LINE DEMARKING HCE ACTUAL ELEVATIONS LOCATED IN THE FIELD OF THE FLOODPLAIN MAPPING. LAND TITLE GUARANTEE COMPANY FILE NO. ABH63012356 EFFECTIVE DATE: NOVEMBER 10, 2017 SCHEDULE B -PART 2 NOTES EXCEPTIONS 1 THROUGH 7 ARE STANDARD TITLE EXCEPTIONS. 8. EXISTING LEASES AND TENANCIES 9. THIS PROPERTY IS SUBJECT TO RESERVATIONS AND EXCEPTIONS IN PATENTS, OR ACTS AUTHORIZING THE ISSUANCE THEREOF, INCLUDING THE RESERVATIONS OF THE RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 1, 1899 AT RECEPTION NO. 21778. 10. THIS PROPERTY IS SUBJECT TO ANY VESTED AND ACCRUED WATER RIGHTS FOR MINING, AGRICULTURAL, MANUFACTURING OR OTHER PURPOSES, AND RIGHTS TO DITCHES AND RESERVOIRS USED IN CONNECTION WITH SUCH WATER RIGHTS RECORDED JUNE 1, 1899 IN BOOK 12 AT PAGE 510 RECEPTION NO. 21778. 11. TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION #97-92 RECORDED OCTOBER 7, 1997 IN BOOK 1037 AT PAGE 381 RESOLUTION NO. 514786. 12. ANY QUESTION, DISPUTE OR ADVERSE CLAIMS AS TO ANY LOSS OR GAIN OF LAND AS A RESULT OF ANY CHANGE IN THE RIVERBED LOCATION BY NATURAL OR UNNATURAL CAUSES, OR ALTERATION THROUGH ANY CAUSE, NATURAL OR UNNATURAL, OF THE CENTER THREAD, BANK CHANNEL OR FLOW OF WATERS IN THE ROARING FORK RIVER RIVER LYING WITHIN SUBJECT LAND; AND ANY QUESTION AS TO THE LOCATION OF SUCH CENTER THREAD, BED, BANK OR CHANNEL AS A LEGAL DESCRIPTION MONUMENT OR MARKER FOR PURPOSES OF DESCRIBING OR LOCATING SUBJECT LANDS. 13. RIGHTS AND EASEMENTS FOR NAVIGATION AND FISHERY IN FAVOR OF THE PUBLIC WHICH MAY EXIST OVER THAT PROTION OF SAID LAND LYING BENEATH THE WATER OF THE ROARING FORK RIVER. 14. ANY RIGHTS OR INTERESTS OF THIRD PARTIES WHICH EXIST OR ARE CLAIMED TO EXIST IN AND OVER THE PRESENT AND PAST BED, BANKS OR WATER OF THE ROARING FORK RIVER. 15. TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM OF AGREEMENT RECORDED FEBRUARY 2, 2001 IN BOOK 1230 AT PAGE 47 RECEPTION NO. 575678 16. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE MAP OF EASTBANK LOT SPLIT RECORDED JUNE 30, 2009 UNDER RECEPTION NO. 770436. 17. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ACCESS AND UTILITY EASEMENT AGREEMENT RECORDED JUNE 30, 2009 UNDER RECEPTION NO. 770443. 18. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN AGREEMENT RECORDED SEPTEMBER 4, 2015 UNDER RECEPTION NO. 867635. 19. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE MAP OF EASTBANK PARCEL 2 LOT SPLIT RECORDED JANUARY 18, 2012 UNDER RECEPTION NO. 813402 AND EASTBANK, LLC MINOR SUBDIVISION RECORDED SEPTEMBER 8, 2015 AT RECEPTION NO. 867716. 20. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ACCESS AND UTILITY EASEMENT AGREEMENT RECORDED JANUARY 18, 2012 UNDER RECEPTION NO. 813409. 21. TERMS, CONDITIONS, AND PROVISIONS CONTAINED IN BOUNDARY LINE ADJUSTMENT AFFIDAVIT RECORDED JULY 23, 2015 UNDER RECEPTION NO. 865784. 22. TERMS, CONDITIONS, AND PROVISIONS CONTAINED IN EASTBANK, LLC LOT LINE ADJUSTMENT RECORDED JULY 23, 2015, UNDER RECEPTION NO. 865787. 23. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENT AGREEMENT RECORDED JULY 23, 2015 UNDER RECEPTION NO. 865788. 24. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN DECLARATION OF ACCESS EASEMENT RECORDED AUGUST 20, 2015 UNDER RECEPTION NO. 867040 AND 867041. 25. TERMS, CONDITIONS AND PROVISIONS OF MEMORANDUM OF WATER ALLOTMENT RECORDED JULY 21, 2016 AT RECEPTION NO. 880064. 26. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION RECORDED SEPTEMBER 20, 2016 AT RECEPTION NO. 882643. 27. TERMS, CONDITIONS, PROVISIONS OF PERMITS RECORDED SEPTEMBER 15, 2016 AT RECEPTION NO. 882419 AND 882420. 28. TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN EASEMENTS TO PUBLIC SERVICE RECORDED OCTOBER 7, 2016 UNDER RECEPTION NO. 886222 AND 886223. A RESUBDIVISION OF LOTS 2 AND 3 OF THE AMENDED PLAT OF EASTBANK, LLC LOTS 2 & 39 A PARCEL OF LAND SITUATED IN THE S 1 I2 SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO VICINITY MAP SCALE: 1" = 2,000' TITLE CERTIFICATE I, ROBERT C. REESE, AS PRESIDENT OF ADVANCE TITLE COMPANY AS AGENT FOR STEWART TITLE GUARANTY COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS SET FORTH ON THIS PLAT. DATED THIS ------- DAY OF_____________, A.D., 2018. ADVANCED TITLE COMPANY ROBERT C. REESE, PRESIDENT COUNTY COMM ISIONERS' CERTIFICATE PROPERTY DESCRIPTION THE UNDERSIGNED EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82, A REBAR AND CAP FOUND IN PLACE, (WHENCE THE SOUTHEAST CORNER OF SAID SECTION 35, BEING A 3 1/4" ALUMINUM CAP, BEARS S37'44'52"E A DISTANCE OF 2075.65 FEET); THENCE DEPARTING SAID RIGHT-OF-WAY S33'14'47"W A DISTANCE OF 381.32 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING THREE (3) COURSES ALONG SAID CENTERLINE OF THE ROARING FORK RIVER: 1. N72'34'38"W A DISTANCE OF 806.63 FEET; 2. S87'46'22"W A DISTANCE OF 351.38 FEET; 3. S85'12'22"W A DISTANCE OF 170.00 FEET; THENCE DEPARTING SAID CENTERLINE N04'47'38"W A DISTANCE OF 125.00 FEET; THENCE S77'03'06"W A DISTANCE OF 249.82 FEET; THENCE S53'45'59"W A DISTANCE OF 39.00 FEET; THENCE S00'00'00"E A DISTANCE OF 22.42 FEET; THENCE S71'38'40"W A DISTANCE OF 82.76 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 745.00 FEET, A CENTRAL ANGLE OF 14'25'06", A DISTANCE OF 187.48 FEET (CHORDS BEARS S64'26'07"W A DISTANCE OF 186.98 FEET); THENCE S57'13'34"W A DISTANCE OF 178.94 FEET, THENCE S78'47'49"W A DISTANCE OF 226.84 FEET; THENCE N76'50'20"W A DISTANCE OF 398.56 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1517.00 FEET A CENTRAL ANGLE OF 07'17'55" A DISTANCE OF 193.24 FEET CHORD BEARS N05'46'21"W A DISTANCE OF 193.11 FEET); THENCE NO2'07'30"W A DISTANCE OF 93.94 FEET; THENCE N06'53'56"W A DISTANCE OF 199.65 FEET, THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 636.00 FEET A CENTRAL ANGLE OF 08'35'56" CHORD BEARS N12'10'22"W A DISTANCE OF 95.36 FEET • THENCE N16'28'12"W A DISTANCE OF 90.17 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET A CENTRAL ANGLE OF 20'08'57" A DISTANCE OF 105.50 FEET CHORD BEARS N24'44'53"W A DISTANCE OF 104.96 FEET • THENCE N07'31'07"W A DISTANCE OF 197.63 FEET; THENCE N48'20'56"E A DISTANCE OF 78.22 FEET, THENCE N27'54'09"E A DISTANCE OF 156.25 FEET; THENCE N00'54'54"W A DISTANCE OF 126.04 FEET, THENCE N20'21'21"E A DISTANCE OF 133.39 FEET; THENCE N13'30'20"E A DISTANCE OF 86.17 FEET, THENCE N49'27'26"E A DISTANCE OF 184.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35- THENCE DEPARTING SAID NORTHERLY BOUNDARY S00'07'44"E A DISTANCE OF 647.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET A CENTRAL ANGLE OF 80'49'06" A DISTANCE OF 916.87 FEET, (CHORD BEARS S40'32'17"E A DISTANCE OF 842.71 FEET); THENCE N72'38'59"E A DISTANCE OF 261.56 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 830 FEET AND A CENTRAL ANGLE OF 4'17'08", A DISTANCE OF 62.08 FEET (CHORD BEARS N74'47'33"E A DISTANCE OF 62.07 FEET); THENCE N76'56'07"E A DISTANCE OF 335.99 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 243.00 FEET AND A CENTRAL ANGLE OF 32'45'20", A DISTANCE OF 138.92 FEET (CHORD BEARS S86'41'13"E A DISTANCE OF 137.04 FEET); THENCE N39'14'19"W A DISTANCE OF 103.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 376.00 FEET AND A CENTRAL ANGLE OF 18'02'22", A DISTANCE OF 118.38 FEET (CHORD BEARS S79'19'44"E A DISTANCE OF 117.89 FEET); THENCE S88'20'55"E A DISTANCE OF 43.87 FEET; THENCE N18'37'26"W A DISTANCE OF 135.06 FEET; THENCE N58'17'21"E A DISTANCE OF 323.41 FEET; THENCE S79'15'14"E A DISTANCE OF 29.45 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 169.00 FEET AND A CENTRAL ANGLE OF 33'05'43", A DISTANCE OF 97.62 FEET (CHORD BEARS N84'11'54"E A DISTANCE OF 96.27 FEET); THENCE N67'39'02"E A DISTANCE OF 82.34 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82: 1. S47'06'31"E A DISTANCE OF 304.80 FEET; 2. S51'13'28"E A DISTANCE OF 111.93 FEET, 3. S54'41'49"E A DISTANCE OF 186.78 FEET; 4. S56'02'59"E A DISTANCE OF 181.61 FEET; 5. S57'13'24"E A DISTANCE OF 90.41 FEET TO THE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING 33.910 ACRES, MORE OR LESS. EXECUTED THIS _-_ DAY OF __- --- _------- -. A.D., 2018. OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 81611 BY: STATE OF COLORADO )ss COUNTY OF _____--- ) THE FOREGOING CERTIFICATION OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF2018, BY, AS_______________ OF EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY MY COMMISSION EXPIRES: ________ WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC CERTIFICATE OF MINERAL ESTATE OWNERSHIP THE UNDERSIGNED SURFACE OWNERS OF THE LANDS SHOWN ON THIS PLAT CERTIFY THAT THEY ALSO OWN THE MINERAL ESTATE APPURTENANT THERETO ACCORDING TO ITS REVIEW OF THE TITLE RECORDS AND SUBJECT TO ANY APPLICABLE PATENT RESERVATION. THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS ____ DAY OF --------- A.D., OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 2018, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, C/O DUNRENE MANAGEMENT, INC. SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, 710 EAST DURANT AVENUE, UNIT W-6 PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY ASPEN, CO 81611 SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. BY: --------------------------------- CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: ------------------------------- COUNTY CLERK SURVEYOR'S CERTIFICATE CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY AT ____'CLOCK________, ON THIS ____ DAY OF__________, A.D. 2018, AND IS DULY RECORDED AS RECEPTION N0.___________________. CLERK AND RECORDER w DEPUTY I, BILL W. A. BAKER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF AN ---------- AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS ____ DAY OF ------------- 2018. BY: BILL W. A. BAKER, L.S. NO. 23875 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, CO 81601 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACT10N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. w U LW d�0~ 4 b 50135' - _Q O , J , oLij O SIT O T- 0o W l u , t �k nt IBM rr l957 , J, i k se,s { z>_LL� f '{f j' ,•e-,,�.t�`\���_ _--jam . �'t °I. _, '_?� •moi. _ j tii t U fj�O 1 • t' r� LdZ U ::) 5 � Zw?�W VICINITY MAP SCALE: 1" = 2,000' TITLE CERTIFICATE I, ROBERT C. REESE, AS PRESIDENT OF ADVANCE TITLE COMPANY AS AGENT FOR STEWART TITLE GUARANTY COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY, ELIZABETH MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000 AND FLORA MACGREGOR IRREVOCABLE TRUST DATED DECEMBER 27, 2000, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS SET FORTH ON THIS PLAT. DATED THIS ------- DAY OF_____________, A.D., 2018. ADVANCED TITLE COMPANY ROBERT C. REESE, PRESIDENT COUNTY COMM ISIONERS' CERTIFICATE PROPERTY DESCRIPTION THE UNDERSIGNED EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBED AS FOLLOWS: A PARCEL OF LAND LOCATED IN THE SOUTH HALF OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING NORTHERLY OF THE CENTERLINE OF THE ROARING FORK RIVER AND SOUTHWESTERLY OF THE ROARING FORK TRANSPORTATION AUTHORITY RIGHT-OF-WAY AND COLORADO STATE HIGHWAY 82 RIGHT-OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82, A REBAR AND CAP FOUND IN PLACE, (WHENCE THE SOUTHEAST CORNER OF SAID SECTION 35, BEING A 3 1/4" ALUMINUM CAP, BEARS S37'44'52"E A DISTANCE OF 2075.65 FEET); THENCE DEPARTING SAID RIGHT-OF-WAY S33'14'47"W A DISTANCE OF 381.32 FEET TO A POINT IN THE CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING THREE (3) COURSES ALONG SAID CENTERLINE OF THE ROARING FORK RIVER: 1. N72'34'38"W A DISTANCE OF 806.63 FEET; 2. S87'46'22"W A DISTANCE OF 351.38 FEET; 3. S85'12'22"W A DISTANCE OF 170.00 FEET; THENCE DEPARTING SAID CENTERLINE N04'47'38"W A DISTANCE OF 125.00 FEET; THENCE S77'03'06"W A DISTANCE OF 249.82 FEET; THENCE S53'45'59"W A DISTANCE OF 39.00 FEET; THENCE S00'00'00"E A DISTANCE OF 22.42 FEET; THENCE S71'38'40"W A DISTANCE OF 82.76 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 745.00 FEET, A CENTRAL ANGLE OF 14'25'06", A DISTANCE OF 187.48 FEET (CHORDS BEARS S64'26'07"W A DISTANCE OF 186.98 FEET); THENCE S57'13'34"W A DISTANCE OF 178.94 FEET, THENCE S78'47'49"W A DISTANCE OF 226.84 FEET; THENCE N76'50'20"W A DISTANCE OF 398.56 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1517.00 FEET A CENTRAL ANGLE OF 07'17'55" A DISTANCE OF 193.24 FEET CHORD BEARS N05'46'21"W A DISTANCE OF 193.11 FEET); THENCE NO2'07'30"W A DISTANCE OF 93.94 FEET; THENCE N06'53'56"W A DISTANCE OF 199.65 FEET, THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 636.00 FEET A CENTRAL ANGLE OF 08'35'56" CHORD BEARS N12'10'22"W A DISTANCE OF 95.36 FEET • THENCE N16'28'12"W A DISTANCE OF 90.17 FEET; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 300.00 FEET A CENTRAL ANGLE OF 20'08'57" A DISTANCE OF 105.50 FEET CHORD BEARS N24'44'53"W A DISTANCE OF 104.96 FEET • THENCE N07'31'07"W A DISTANCE OF 197.63 FEET; THENCE N48'20'56"E A DISTANCE OF 78.22 FEET, THENCE N27'54'09"E A DISTANCE OF 156.25 FEET; THENCE N00'54'54"W A DISTANCE OF 126.04 FEET, THENCE N20'21'21"E A DISTANCE OF 133.39 FEET; THENCE N13'30'20"E A DISTANCE OF 86.17 FEET, THENCE N49'27'26"E A DISTANCE OF 184.75 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF THE SOUTH HALF OF SAID SECTION 35- THENCE DEPARTING SAID NORTHERLY BOUNDARY S00'07'44"E A DISTANCE OF 647.26 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 650.00 FEET A CENTRAL ANGLE OF 80'49'06" A DISTANCE OF 916.87 FEET, (CHORD BEARS S40'32'17"E A DISTANCE OF 842.71 FEET); THENCE N72'38'59"E A DISTANCE OF 261.56 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 830 FEET AND A CENTRAL ANGLE OF 4'17'08", A DISTANCE OF 62.08 FEET (CHORD BEARS N74'47'33"E A DISTANCE OF 62.07 FEET); THENCE N76'56'07"E A DISTANCE OF 335.99 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 243.00 FEET AND A CENTRAL ANGLE OF 32'45'20", A DISTANCE OF 138.92 FEET (CHORD BEARS S86'41'13"E A DISTANCE OF 137.04 FEET); THENCE N39'14'19"W A DISTANCE OF 103.87 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 376.00 FEET AND A CENTRAL ANGLE OF 18'02'22", A DISTANCE OF 118.38 FEET (CHORD BEARS S79'19'44"E A DISTANCE OF 117.89 FEET); THENCE S88'20'55"E A DISTANCE OF 43.87 FEET; THENCE N18'37'26"W A DISTANCE OF 135.06 FEET; THENCE N58'17'21"E A DISTANCE OF 323.41 FEET; THENCE S79'15'14"E A DISTANCE OF 29.45 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 169.00 FEET AND A CENTRAL ANGLE OF 33'05'43", A DISTANCE OF 97.62 FEET (CHORD BEARS N84'11'54"E A DISTANCE OF 96.27 FEET); THENCE N67'39'02"E A DISTANCE OF 82.34 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY OF COLORADO STATE HIGHWAY 82: 1. S47'06'31"E A DISTANCE OF 304.80 FEET; 2. S51'13'28"E A DISTANCE OF 111.93 FEET, 3. S54'41'49"E A DISTANCE OF 186.78 FEET; 4. S56'02'59"E A DISTANCE OF 181.61 FEET; 5. S57'13'24"E A DISTANCE OF 90.41 FEET TO THE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING 33.910 ACRES, MORE OR LESS. EXECUTED THIS _-_ DAY OF __- --- _------- -. A.D., 2018. OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 710 EAST DURANT AVENUE, UNIT W-6 ASPEN, CO 81611 BY: STATE OF COLORADO )ss COUNTY OF _____--- ) THE FOREGOING CERTIFICATION OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS DAY OF2018, BY, AS_______________ OF EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY MY COMMISSION EXPIRES: ________ WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC CERTIFICATE OF MINERAL ESTATE OWNERSHIP THE UNDERSIGNED SURFACE OWNERS OF THE LANDS SHOWN ON THIS PLAT CERTIFY THAT THEY ALSO OWN THE MINERAL ESTATE APPURTENANT THERETO ACCORDING TO ITS REVIEW OF THE TITLE RECORDS AND SUBJECT TO ANY APPLICABLE PATENT RESERVATION. THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS ____ DAY OF --------- A.D., OWNER: EASTBANK LLC, A COLORADO LIMITED LIABILITY COMPANY 2018, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, C/O DUNRENE MANAGEMENT, INC. SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, 710 EAST DURANT AVENUE, UNIT W-6 PUBLIC ROADS, HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY ASPEN, CO 81611 SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON. BY: --------------------------------- CHAIRMAN, BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: ------------------------------- COUNTY CLERK SURVEYOR'S CERTIFICATE CLERK AND RECORDER'S CERTIFICATE THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY AT ____'CLOCK________, ON THIS ____ DAY OF__________, A.D. 2018, AND IS DULY RECORDED AS RECEPTION N0.___________________. CLERK AND RECORDER w DEPUTY I, BILL W. A. BAKER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF AN ---------- AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS ____ DAY OF ------------- 2018. BY: BILL W. A. BAKER, L.S. NO. 23875 1517 BLAKE AVENUE, SUITE 101 GLENWOOD SPRINGS, CO 81601 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACT10N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. G co J W m m m D 0 z o c Li LL Q U L V w U LW d�0~ z Opp o oLij O z<M �� O T- 0o W (o UN zU N z d =Ld Ld ApF �O o U1��o �O oo z>_LL� �xWo �� w°° ¢ U (y) mo>� N Q U fj�O i X O U LdZ U ::) G co J W m m m D 0 z o c Li LL Q U L V m Z r.. V � �. N �Z Y. O"00j 0ww 0 Z I- 0I` Nus O U U 5 � Zw?�W iii > a t0 U J r = 0 _j? O hZn ^Z LJ0) z0 �O z Zmi�m rO V 0 dU IL rx V - (j) U) I OF 3 m ctsN 0I-uZ U 0 0 J r V. _j? 0Z'' z0 Zmi�m dU Oma - (j) U) LLI �w0 w� < m LL Z C� �0� w PROJECT NO. 2151605.00 I OF 3 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. FLYING M RANCH PRELIMINARY PLAT A RESUBDIVISION OF LOTS 2 AND S OF THE AMENDED PLAT OF EASTBANK, LLC LOTS 2 & 39 GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. A PARCEL OF LAND SITUATED IN THE S 1 I2 SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. UNE TABLE LINE TABLE [LEGEND]COUNTY OF GARFIELD, STATE OF COLORADO LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION L1 4.63' N40°59'49"W L89 22.60' N88°20'55"W FOUND SECTION CORNER L2 381.32' S33'14'47"W L90 39.04' N69°58'20"W SET NO. 5 REBAR & CAP (TYP.) LS23875 L3 806.63' N72°34'38"W L91 135.76' N83°45'43"E CALCULATED POINT TO BE SET L4 351.38' N87°46'22"E L92 84.62' S07°03'42"W FOUND N0. 5 REBAR &CAP (TYP.) L5 170.00' N85°12'22"E L93 95.41' S83°45'43"W �O L6 124.99' N04°47'38"W L94 85.45' S07°03'42"W L7 249.82' N77°03'06"E L95 33.40' N06°51'49"E \ L8 39.00' N53°45'59"E L96 16.56' N83°28'59"W II L9 22.42' N00°00'00"E L97 14.08' N83°28'59"W L & Y JAMMARON FAMILY LLLP L10 82.76' N71 °38'40"E L99 7.95' N83°28'59"W I 4915 HWY. 82 GLENWOOD SPRINGS, I L11 178.94' N57°13'34"E L100 10.50' N88°20'55"W N CO 81601 POINT OF WAREHOUSE INVESTMENT IBEGINNING PARNTERSHIP L12 226.84' N78°47'49"E L101 16.55' N04°37'13'E PARCEL 1 1111 DUNN AVENUE CHEYENNE, WY 82001 L13 398.56' N76°50'20"W L102 66.67' N01 °39'05"E N 89'54'27" E N89'54'27"E \ (BASIS OF BEARINGS) L14 93.94' S02°07'30"E L103 24.42' N01 °39'05"E I 914.98'- L53 L257 1013.14' _ _ _ _N89°54'27"E OIL L15 199.65' N06°53'56"W L104 47.93' N06°30'25"E L240�L47 co 1.0 L16 90.17' S16°28'12"E L105 72.17' N06°30'25"E 00 C14 Ll 2 N \ /C' -L206 I \ L17 197.63' S07'31'07"E L106 90.00' S83'58'14"E FOUR MILE // N 1-248 \\ \ + S56'20'25"E L & Y JAMMARON FAMILY LLLP CREEK// '� \ \ 96.90' 4915 HWY. 82 L18 78.22' S48°20'56"W L107 25.00' N06°29'33"E GLENWOOD SPRINGS, C 61 1 1- �0) \ \r' OARING FORK c CO 81601 L19 156.25' S27°54'09"W L108 82.71' S83'58'14"E � J WATER & SANITATION �9 \ 34,623 SF DISTRICT EASEMENT 1-20 126.04' S00°54'54"E 1-109 97.04' S29'44'01 "W �� \ / TRACT G/ I J \ PER RECEPTION \ T S56°20'25"E 1-21 133.39' S20'21'21 "W 1-110 80.10' S83'58'14"E 3.28 ± Ac. o I /C:) � \ #------------ ,p 227.36 C, �v IU ^ \ \ 0� L22 86.17' S13°30'20"W L111 248.28' N85°00'22"E / L23 184.75' S49°27'26"W L112 258.39' N85°00'22"E 0;71 60.0' ACCESS &1-24 647.26' N00°07'44"W 1-113 26.67' S79°46'03"E ^o//UTILITY EASEMENT `� \\\\ \+ ETAIL "A" ` L25 60.00' N17°21'01"W L114 25.00' S10°13'57"W v�o // /� /J \\ \ L40 \16�y3 0{ L26 224.79' N7238'59"E L115 6.01' S79°46'03"E / 15.0' PEDESTRIAN ACCESS /� & UTILITY EASEMENT GENERAL EMERGENCY & SECONDARY �2 R\ \ s S40°59'49"E �j� L27 335.99' N76°56'07"E L116 162.72' N13°04'02"W / / I RECIPROCAL ACCESS EASEMENT \ 157.49 L28 335.99' N76°56'07"E L117 188.63' S13°04'02"E �~ C58 I I I RECORDED AT REC. NO ------ \ / \ 0 (SUBJECT TO RELOCATION BY PARTIES) S40°5949"E I \ \ \ \ s L29 335.99' N76°56'07"E L118 24.00' S60°15'59"E j ( 68.10 = W I I J <��'d,\\\�, \\ \ \ i L30 43.87' S88°20'55"E L119 66.71' N29°44'01"E U I I \ \�� o\\ \ \ N47°06'31"W N \ 191.03 \ L31 135.01' N18°37'26"W L121 139.39' S16°39'14"E I I \\ 1 10' 1\ PARCEL F \\\ \\ S51 °13'28"E f^ „ n \ ! \ \ \ \ I \ N47°06 31 "W 0.78 1* v� L32 51.13 N51 °13'28' W L122 158.35 S05°32'09 E 0 J \ \ \ \ \ 4.75 ± Ac. \ \ \ \ \ I OT A2 113.77I.. I I r�ltt L33 60.02' S51 °13'28"E L123 126.47' N69°36'16"E S54'41'49"E Lo 0z I I\\\�� . \\ �� \\ \\ \` 2 ± Ac. 186.78' 7 �j \ 1-195\ \ L�35 \\\ \ \ 1-34 36.49' N40'18'46"E 1-124 103.50' N77°24'28"E w I I \ C55 \ \ - - LOT A 1 L35 24.09' N74°21'33"E L125 248.84' N64°53'59"E 1.82 ± Ac. LOT A3 TRACT H ` 0;57 ± AC. 1-36 3.79' S69°58'20"E 1-126 151.23' N79°16'21 "E \\ \ \ 60' ACCESS AND 2.40 ± Ac. LOT A6 UTILITY EASEMENT e. POINT OF BEGINNING 1-37 35.26' S69°58'20"E 1-127 182.49' S81'18'01"E 0.87 \ \ r' \ \ RECEPTION #_____ S56°02'59 PARCEL 2A L38 150.57' S88°20'55"E L128 182.49' S81 *18'01 "E \� v AS \ \ 181.61' #5 REBAR & CAP ILLEGIBLE (FND) PARCEL E \ C3? 1-26 _ \ - of S57'13'24"E TIE FROM SE CORNER 1-39 59.49' S35'19'30"E 1-129 76.70' S65°2750"E 11 �1 2.72 ± AC. \ \ \ 5 LOT C2 `\- - - - - - _ - - _ _ 90.41' SECTION 35 (3-Y4" ALUMINIUM 1 �L191 \ X81 - \-,2 s� L1�5 1.16 ± AC. \ \ LOT C 1 ��1 _ _ _� CAP LS 15710): N37°44'52"W 1-40 20.00' S54°40'30"W L130 526.87 N45°42'29"E \\ - �+ 2.60 ± Ac. - - - \� 154 2075.65' C53 ���0 C\8- - X24-7 , LOT C3 � - - � � � ``\ _ - - _ � � - � � \ _ � � � \ C40 L41 108.26' N35°19'30"W L131 83.25' S06°40'13"E N I,�C52 - - C14 1.01 ± Ac. r2 I r PARCEL B L42 182.40' S29°44'01 "W L132 110.17' S00°58'19"W �i -j 25.0' UTILITY EASEMENT L��$ T C0 � < \ 7.41 ± AC. Q J L176 �d, \ 1-17 4_�12� �l,�� L43 88.63' N60°06'17"W L133 188.79' S10°18'34"E O OARING FORK I PARCEL D C49�_ �`12 ��O - L239 RIVER CENTERLINE J \ �' �� i� 115.48' 11 \ RQ L44 153.79' N60°06'17"W L134 109.74 SO4°13'52"E +� REC. N0. 575678, v _ L186 4.30 ± AC. / /1 j i�125 G12 / �� L234 v ��\ BOOK 1230 PAGE 50 <7 _ C50 rS L47 244.96' S89°54'36"W L135 280.53' N71°16'36"E 29 1-127 - ` _ / / / � � � `3 � � 1-48 12.59' N57°30'58"W 1-136 100.11' S19°49'33"E I L128 - 6 �,�� / p0 p0 SHANE & RUCE'S LLC X12 / 00 00 00 00 00 4185 COUNT OAD 154\ L50 82.34' S67°39'02"W L137 121.29' S14°45'39"E PREHM 113 0) Co GLENWOOD SPRING , CO 81601 RANCH X12 OD (o 00 L51 29.45' N79°15'14"W L138 155.15' S26°30'47"E O� 15.& UTIDLTY PEESTREIASEMENTCCESS / �� AN ACCEIRONBRIDGE GOLF COURSE O \ L52 323.41' N58°17'21"E L139 285.98' S27°54'50"W (o CJ7 1986 100 YEAR / N 00 L53 244.45' S89°54'36"W L140 94.23' SO4°54'12"E ii FLOOD PLAIN WESTBANK FILING I �bP PRELIMINARY FEMA L55 9.93' N49°38'07"E L141 201.48' S20°53'41 "W ACTUAL FLOOD ELEVATION FLOODPLAIN MAPPING, ROUND +1' WITH CUR 1-56 20.47' N49°44'03"E 1-142 62.71' S44°42'24"E I I \ PRELIMIN PIPING NOFORMATIIONNAVAILABLE co 1-57 63.82' N26°43'44"E 1-143 237.84' S60'06'17"E / L58 20.75' N60'06'17"W L144 351.43' N47°56'47"W L61 11.33' S54°48'20"E L145 68.86' N17°41'41"W L62 15.00' S35'1 1'40"W L146 74.27' N89°00'27"E L63 12.68' N54°48'20"W L148 96.62' S73°47'08"E CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE L64 15.06' N40°18'46"E L150 31.04' N83°37'58"E CURVE # RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD CURVE # RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD CURVE # RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD CURVE # RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD L66 61.53' S40'18'46"W L154 171.88' S75°46'02"E Cl 180.00' 026'14'30" 82.44' 41.96' N53°26'01"E 81.72' C21 183.00' 022'59'45" 73.45' 37.22' N81°48'25"W 72.96' C42 100.00' 042°38'02" 74.41' 39.02' N41°52'08"E 72.71' C64 512.50' 004°32'52" 40.68' 20.35' N80°03'18"W 40.67' L67 3.32' S12°20'53"W L156 43.29' N78°37'45"E C2 180.00' 007°48'18" 24.52' 12.28' N70°27'24"E 24.50' C22 183.00' 009°45'35" 31.17' 15.62' S81 °48'55"W 31.13' C43 75.00' 023°42'38" 31.04' 15.74' N32°24'26"E 30.82' C65 487.50' 005°45'37" 49.01' 24.53' N79°26'55"W 48.99' L68 13.25' N15°38'27"W L158 19.57' N63°11'09"E C3 209.00 024'20 30 88.79 45.08 N8631 48 E 88.13 C23 169.00 024'08'14" 71.20 36.13 N79°4310 E 70.67 C44 25.00 090'09'42" 39.34 25.07 N74'48 52 E 35.41 C66 1012.50 003°18'05 58.34 29.18 N78°13 08„ W 58.33 1-69 25.45, N74'21'33„ E 1-160 18.08 N20°33'07„ E C4 209.00' 011 °19'36" 41.32' 20.73' S75°38'09"E 41.25' C24 830.00' 004°17'08" 62.08' 31.06' N74'47'33'E 62.07' C45 240.00' 034°02'48" 142.61' 73.48' S57°20'09"W 140.53' C67 262.50' 001'11549" 5.79' 2.89' N80°30'05"W 5.79' L70 13.25' S15°38'27"E L162 40.69' N44'1 5'45"E C5 480.00 006'00 40 50.36 25.20 N72°58 40 W 50.34 C26 50.00 036'04 56 31.49 16.29 S27'41 47 E 30.97 C48 770.00 004°17 08 57.59 28.81 S74'47 33 W 57.58 C68 252.50' 007°49'26 34.48 17.27' N67°12'18"W 34.45' 1-71 25.45 N74'21'33'E 1-164 71.48 S74'21'33 W C6 376.00 018'02'22" 118.38 59.69 S79°19'44"E 117.89 C27 50.00 045°15 17 39.49 20.84 S68'21 54 E 38.47 C49 507.50 003°10, 05» 28.06 14.03 S68'45 25 W 28.06, C69 247.50' 014'29'16" 62.58' 31.46' N70°32'14"W 62.42' 1-73 121.02' S74'21'33"W 1-165 16.08' N00°25'56"E C7 243.00' 032°45'20" 138.92' 71.42' S86°41'13"E 137.04' C28 135.00' 095°31'19" 225.07' 148.68' S42°08'57"W 199.89' C50 492.50' 032°50'19" 282.27' 145.13' S8335'33"W 278.43' C70 497.50' 013°36'11" 118.12' 59.34' N84°34'57"W 117.84' L74 67.76' S70°13'49"W L166 144.94' N22°52'32"W C8 480.00 012°21 55 103.59 52.00 N82°09 58 W 103.39 C29 1960.08 020'07',31 688.48 347.82 S46'16'40"E 684.94 C51 72.50 078'30'25" 99.34 59.24 N40'44 05 W 91.75 C71 987.50' 003°18'05' 56.90' 28.46' N78°13'08"W 56.89' 1-75 53.26 S71 *06'22"W 1-167 40.34, S44'00 59„ W C9 300.00' 020°08'57" 105.50' 53.30' N24°44'53"W 104.96' C30 165.00' 095°31'19" 275.08' 181.72' S42°08'57"W 244.31' C52 92.50' 010°51'02" 17.52' 8.78' NO3°56'38"E 17.49' C72 69.27' 066°25'25" 80.30' 45.35' S44°34'58"E 75.88' L76 21.84' S28'46'14"W L168 31.98' N48°04'49"W C10 636.00 00835 56 95.45 47.82 N12°10 22 W 95.36 C31 7.50 057'52 56 7.58 4.15 S41'17'21"W 7.26 C53 107.50 019'37'17" 36.81 18.59 N00'26 30 W 36.63 C73 980.00' 01437'27 250.14 125.75 S70'28'57' E 249.46' 1-77 25.00 S60'19'45' E 1-169 32.46 N29°53'43 E C11 1517.00' 007°17'55" 193.24' 96.75' S05°46'21 "E 193.11' C32 650.00' 027°12'47" 308.72' 157.33' S67°20'27"E 305.83' C54 492.50' 006°28'50" 55.70' 27.88' N07°00'43"W 55.67' C74 29.27' 066°25'25" 33.93' 19.16' S44'34'58"E 32.06' L78 12.55' N28°46'14"E L171 171.14' N42°00'06"E C12 745.00' 014°25'06" 187.48' 94.24' S64°26'07"W 186.98' C33 650.00' 020°17'03" 230.12' 116.28' S43°35'32"E 228.92' C55 307.50' 017°49'27" 95.66' 48.22' N12°41'02"W 95.28' C75 1020.00' 01437'27" 260.35' 130.88' S70°28'57"E 259.64' L79 81.02' N71 °06'22"E L175 261.56' S72°38'59"W C13 169.00' 008°57'29" 26.42' 13.24' S83°43'59"E 26.40' C34 650.00' 033°19'16" 378.02' 194.52' Sl 6-47'22"E 372.71' C56 242.50' 005'41'46" 24.11' 12.06' N18°44'53"W 24.10' C76 440.00' 023°55'47" 183.77' 93.24' S06°21'11"W 182.43' L81 38.38' S59°26'14"W L176 140.32' S40°35'30"E C14 269.00' 034'15'26" 160.84' 82.90' N88°30'44"W 158.45' C35 27.50' 010°47'35" 5.18' 2.60' S64°50'01 "W 5.17' C57 307.50' 013°33'57" 72.81' 36.57' N22°40'58"W 72.64' C77 580.00' 060°20'25" 610.82' 337.16' S11°51'08"E 582.98' L82 161.80' S76°56'07"W L177 98.50' N77°24'28"E C15 269.00' 001'24'40" 6.63' 3.31' N70°40'40"W 6.63' C36 1115.00' 017'12'25" 334.85' 168.70' S82°23'20"E 333.60' C58 42.50' 058°03'50" 43.07' 23.59' N00'26'02"W 41.25' C78 355.00' 063°22'55" 392.71' 219.18' S73°42'49"E 372.99' L83 133.00' S23°46'42"E L178 121.28' N69°36'1 CE C16 420.00' 005°02'12" 36.92' 18.47' N72°29'26"W 36.91' C37 510.00' 022°34'54" 201.00' 101.82' S85°04'35"E 199.70' C59 157.50' 041°40'24" 114.56' 59.94' N07°45'41"E 112.05' C79 500.00' 023°55'47" 208.83' 105.96' S06'21'11"W 207.31' L84 165.21' S76°56'07"W L179 40.67' N53°45'59'E C17 420.00' 004°44'49" 34.80' 17.41' N77°22'56"W 34.79' C38 630.00' 005°00'13" 55.02' 27.53' N81 *07'52"E 55.00' C60 92.50' 033°45'41" 54.51' 28.07' NO3°48'19"E 53.72' C80 520.00' 060°20'25" 547.63' 302.29' S11°51'08"E 522.67' L85 8.98' N76°56'07"E L180 261.24' N77°03'06"E C18 420.00' 002°43'48" 20.01' 10.01' N81 °07'15"W 20.01' C39 655.00' 025°36'13" 292.70' 148.83' S88°34'09"E 290.27' C61 42.50' 063°31'36" 47.12' 26.31' N52°26'58"E 44.75' C81 295.00' 063°22'55" 326.34' 182.13' S73'42'49"E 309.95' L86 20.42' N13°04'02"W L181 137.24' S74'46'19"E C19 420.00' 005°32'08" 40.58' 20.30' N85°15'13"W 40.56' C40 50.00' 048'50'52" 42.63' 22.71' N79°48'32"E 41.35' C62 237.50' 007°49'26" 32.43' 16.24' N67°12'18"W 32.41' C82 67.00' 043°00'02" 50.28' 26.39' N31 °10'44"W 49.11' L87 15.00' S76°55'58"W L182 151.89' S40°35'30"E C20 436.00' 018'02'22" 137.27' 69.21' N79'19'44"W 136.71' C41 50.00' 053'30'43" 46.70' 25.21' S02°58'39"W 45.02' C63 262.50' 014'29'16" 66.38' 33.37' N70'32'14"W 66.20' C83 7.00' 043'00'02" 5.25' 2.76' S31'1O'44"E 5.13' L88 171.84' N88°20'55"W L184 157.10' S67'1O'23"W 800 UNE TABLE L188 L191 L193 L195 L197 L199 L201 L210 L213 L215 L217 L221 L224 L226 L230 L232 L234 L239 L240 L241 L243 L247 L248 L249 L251 L256 L257 L261 L262 L263 L264 L265 L266 L267 L270 L271 L272 L273 L274 L275 L276 L277 L282 L283 L284 L286 L287 L288 L293 L294 L295 L301 1 4.08' 1 S09°40'43"E V w U LLW Z > Z Opo r" � d�0~ >00 1 0LjZF U_� 6�? 0 Q `.L D Z<�o' Lc 0T- I- w (0 0 2m 00 N z N Z d 0=Ld� 0pF Co DIz O ° z>-\ >w LLI o Fn�Wp Q U (� mo>'o N Q U 0O dm�Z J U ::) V m 0 W V Co � �. N r-- O O"00j z JZ f1 J r �- O �U 6 Zw?�W z o N �i U w w d 4 0 m m W J m U o LL- 0 V m Z V 0U � �. N �Z Y. O"00j � I - JZ OD,O 2 iJ.i Z I✓ O I` Nus O U �U 6 Zw?�W iii > a t0 U = 0 m m I..i m � Z t, DLoJ0) _z h FAQ �W (n < U V 0 x IL C� w 20F3 m 0U � � I - JZ o O JU IJ.Z> 0 Zz ZMIm 0 m 0 m � U) t -O FAQ (n < U 0,0W TWO m�Z w 0 w PROJECT NO. 2151007.00 20F3 FLYING M RANCH PRELIMINARY PLAT A RESUBDIVISION OF LOTS 2 AND S OF THE AMENDED PLAT OF EASTBANK, ITC LOTS 2 & 39 A PARCEL OF LAND SITUATED IN THE S 1 I2 SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO \ss � L280� � \ L279 I \ I I \ \ws \ I I \ \ \ 1-277�� L283 \Cp \ sem\ \ \ L26g \ \ \ \C293 L55 --,-X r' L295 \ n C7 \ �p L301 X29 k-28 C6 i1 60.0' ACCESS & UTILITY EASEMENT RECEPTION #__________ L30 \ I L38 Inall"Im,J FOUND SECTION CORNER SET NO. 5 REBAR & CAP (TYP.) LS23875 0 CALCULATED POINT TO BE SET O FOUND NO. 5 REBAR & CAP (TYP.) GRAPHIC SCALE `\ \ 50 0 25 50 100 200 \ IN FEET ) 1 inch = 50 ft. 2298 \ 1,4 0 15.0' UTILITY EASEMENT / REC. NO. 886221 \�I I <�8 \ ACCESS &UTILITY EASEMENT g0 L1 REC. NO. 867041 �- \ 51 C13 C23 I I \ LLo I I \ 15.0' UTILITY EASEMENT � I I REC. N0. 886222 \ I � l \ \ \ \ 15.0' UTILITY EASEMENT / REC. NO. 886223 \ ACCESS & UTILITY EASEMENT \ \ N40'18'46"E C44 \ \ \ \ 8.37 \ L63�� 1-62—ztK \ L61—/ v 30.0' UTILITY EASEMENT \ � %K REC. NO. 886223 �7a 25.0' UTILITY EASEMENT RECEPTION #----- —_ C8 �� N. / s9 L27 Lg5 C22 v-7 Cs �- C21 �9 � J 20.0' UTILITY EASEMENT L3� L `�g4 L84 \ L- � C20 RECEPTION #------ 36 C4 � � � �--------------- __ L88 L89C19 C3 L146 — — _ _ _ � I I C18 C17 0 _ o 'A ` — — — C36 — o ` \ L — L93 I C16 L90 L�3 40.0' ACCESS & j���, ` -------------------- J _ � \ UTILITY EASEMENT C48 N _ _ _ _ t� I °' co\ 1 -- I. C14 -------- ------ J� 1 35.0' UTILITY EASEMENT — — — rn RECEPTION #_______ _ _ — C39 1 1 25.0' UTILITY EASEMENT L100 0� \ I I J \I I L�48 RECEPTION #^ L _—___— —_---- L156 _ L99 -- 1=\\ ---------- C38 -- 25.0' UTILITY EASEMENT E96 L971 — — — — — — — — — — — — — 25.0' PEDESTRIAN ACCESS Ix`L RECEPTION 1 N83'28'5 4 i L150 & UTILITY EASEMENT 3 C37 Ll 15 ------- __-------�=1_198-- `cl ----- ---- 1J 1J L11T_------- L107 o C67 ----- 1 \C' _ —�V- - IFT STATION EASEMENT INCLUDING ACCESS EASEMENTR67 I `- — — L110 FROM FLYING M RANCH ROAD RECEPTION L1 �� ---- ----- L106_ L219 \ p) L237 12 40.0' ACCESS & ^�� �I _ _ — — — — — — _ — — _ I 25.0' ACCESS & 2 _ r UTILITY EASEMENT 9 / 15.0' PEDESTRIAN ACCESS �� _ — — — — — — — _ _ Cgs UTILITY EASEMENT \ 1 -------- & UTILITY EASEMENT L113 ---�- ---L229 — — _ \ 0 Ar 28 L232 L217 _ _�--- L226 �C C65 �—__L215 L5 L4 -'� — C64 —L213 \ \ \ C C70 C62 15.0' PEDESTRIAN ACCESS \ -� --� C69 \ \& UTILITY EASEMENT \ \ \270 \ ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN ARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. DETAIL A Ld W U Lw Q z Z 00 � w >O()J pWZF U� � O Q L� WO Imo— 'p W cnm N z N z _� �j � w�xOZ o W z> -LD F o o (nWWO I— X V -jw mOj KEY MAP z • r Ty- \ FUTURE 8" CL -52 LOOP \ TO SCHOOL DISTRICT \ PROPERTY \\ opw c ,A C v \ LOT C3 / PARCEL D / �. i \ x / r^ • LO7 GRAPHIC SCALE 100 0 50 100 200 (IN FEET) 1 inch =100 ft. LEGEND EXISTING QD STORM MANHOLE © GAS METER 0 DRY WELL TELEPHONE PEDESTAL co SANITARY CLEAN-OUT LIGHT POLE QS SANITARY MANHOLE UTILITY POLE FIRE HYDRANT DOOR pd WATER VALVE SCP -a--SIGN ® WATER MANHOLE © MONITORING WELL WELL ® DOWNSPOUT ® ROOF DRAIN BOUNDARY RIGHT-OF-WAY In � ADJOINER EASEMENT �..� SETBACK ---------- STRUCTURE 01-0) ""0D0 ASPHALT 1J.1 GRAVEL O CONCRETE T.: • T' RETAINING WALL MEMO RIPRAP GUARDRAIL FENCE CHAINLINK FENCE WOOD POST u WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER FLOWLI N E ell � STORM PIPE ■■■■■■■■■� WATER MAIN w WATER SERVICE Z� WATER STRUCTURE SEWER MAIN ss SEWER SERVICE SS SS SEWER STRUCTURE U ,°z OVERHEAD ELECTRIC of PROPOSED UTILITY CONNECTION �1A�Blhd DOOR' *DRY WELL INLET ❑u INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e TRASH CONTAINER �❑ TRANSFORMER 0 C, \ I ELECTRIC, TELEPHONE E tic; \1 \ AND CATV GAS G NOTES: 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. :.x.. 2. UTILITY LAYOUTS FOR TRANSFORMER &PEDESTAL LOCATIONS CAN BE MODIFIED BASED ON FINAL BUILDING LOCATIONS. Fy LOT A2 f=,Y. I ESEL c �. LOT A3 Sb�\ >- m J 0 m F- O W 2 0 Z D 0 L m 0 O O O J m Z 0 m Lo WS C, \ I ELECTRIC, TELEPHONE E tic; \1 \ AND CATV GAS G NOTES: 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. :.x.. 2. UTILITY LAYOUTS FOR TRANSFORMER &PEDESTAL LOCATIONS CAN BE MODIFIED BASED ON FINAL BUILDING LOCATIONS. Fy LOT A2 f=,Y. I ESEL c �. LOT A3 Sb�\ >- m J 0 m F- O W 2 0 Z D 0 L m 0 O e �m r-• • • ' • ' c� • � AW t> �,��� �•�%�i��/ Ii Vii' av , N/ CO F- ...' • ,• PROJECT NO. 2151007.00 • O O J m Z 0 m Lo ;- Q JLu 0 U D LL. U) V Z MEMO V In � Z �..� �O _ C, Iii W 01-0) ""0D0 1J.1 w°� O Z�°vU MEMO W V Z zI }F2is u W WNL YOB ell � I~ o Z Z� v ",°z O U ,°z a tx V Z e �m r-• • • ' • ' c� • � AW t> �,��� �•�%�i��/ Ii Vii' av , N/ CO F- ...' • ,• PROJECT NO. 2151007.00 • LEGEND \ W I � EXISTING PROPOSED QD STORM MANHOLE © GAS METER / ° UTILITY CONNECTION � E DRY WELL TELEPHONE PEDESTAL AW o .. co SANITARY CLEAN—OUT LIGHT POLE ,°ry i,„��a ,..r•..,. —cry N QS SANITARY MANHOLE UTILITY POLE DOOR -- O DRY WELL v FIRE HYDRANT DOOR x ... +•. . ,:.: . INLET pd WATER VALVE SCP —a --SIGN O INLET _"& COLLAR ® DOWNSPOUT \\\ NOTES: 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. / •, 'G :, : 2. UTILITY LAYOUTS FOR TRANSFORMER & PEDESTAL LOCATIONS / :,.:..,•.: i:. . J.. I..CAN BE MODIFIED BASED ON FINAL BUILDING LOCATIONS. /'• 3. ALL WATER SERVICES IN PARCEL B SHALL BE COPPER. I 0 JmL_ ® WATER MANHOLE © MONITORING WELL ® ROOF DRAIN ® SCUPPER WELL ®DOWNSPOUT e� TRASH CONTAINER ® ROOF DRAIN + �❑ TRANSFORMER \ I m BOUNDARY RIGHT—OF—WAY PROPOSED STOP SIGN I ADJOINER EASEMENT — — — — — — — — — — SETBACK — — — — — — — — — — — — — — — — — — — — / . m STRUCTURE ASPHALT GRAVEL CONCRETE --"- •. , --� 21 �. RETAINING WALL . ” \� �I LOT A2 \ RIPRAP GUARDRAIL o\ \ \\ ' J• FENCE CHAINLINK REMOVE HYDRANT ASSEMBLY' \ 1 (2) PROPOSED WATER DIESEL 0 FENCE WOOD POST \ A SERVICES W/ CURB STOPS T` � WIRE FENCE X X\ ' 1� .-:1 1.-' ; , •.l CENTERLINE ROAD CURB AND GUTTER�. LOT Al" \Wl FLOWLINE > \ rte\ ' ,:' ': • • . STORM PIPE WATER MAIN W WATER SERVICE WS PROPOSED HYDRANT ASSEMBLY �/ v\C` �� ®®■, . °•~ p, WATER STRUCTURE �/ ■®®\ SEWER MAIN / / / / \ 'EFL_ SEWER SERVICE SS / / \ \ =me SEWER STRUCTURE \ \ \ OVERHEAD ELECTRIC of \ GRAPHIC SCALE 40 0 20 40 80 160 \ (IN FEET) \ 1 inch = 40 ft. Fy \ KEY MAP A ELECTRIC, TELEPHONE E ETC \ Sy AND CATV GAS c —X X LOT A3 \ X�X� / •� �' (2) PROPOSED SEWER VET SERVICES W/ CLEANOUTS / \ \ e EE LOT A4 - / n� / /X5, ��G FLYI N G M RANCH B 12"W M„zL_eb � S � -_ GAS S S L52 DIP m �° ELBOW Gla 013 Sbo �' / F b0 �o 8» —ETC 11.25° ELBOW , _-------------- Q ----------_-__ _ _ _j DIP- -ETC- 206.3LF 8” CL52 DIP - ET - - - _ _ 16.5LF 8"CL52 DIP- - - -Z- 6 -FJ RESET EXISTING ELECTRIC E�3�•4LF » � I uj ' I AJ3 B" -s_ AB -a - -� -s- POLE AS NECESSARY ----�— — --- —„ B_B.._ -6-F _ 8 - - - - — DfiS _ Q B -B ��-� -6-F - 8 IN X 8 IN X 8 IN TEE of C�52 m "�-- RETAINING WALL \ \ qe \ --- — Erc _------- / 48.8LF 8" CL52 DIP e EX w RETAINING WALL -8 22.50° ELBOW, oQ \ RESET EXISTING ELECTRIC _ \ m c Erc s POLE AS NECESSARY » — _ 140OLF GAS MAIN 8 11.25° ELBOW 8 IN X 8 IN X 6 IN TEE - LOT Cl 10.7LF 8" CL52 DIP r I _ �I, 250'9�F 8" C \ \ ` - - - 141 OLF ELECTRIC, TELEPHONE & CATV LINES----- _ _ E UPPER ACCESS - - 18/-7, 8j \ \ \ ' G 1 "Xl2'X8" EE I& I8" VALVE"-,, 8 IN X 8 IN X 8 INTEE --1 X52 DlP ------ ----- _ _ ��F 8„ v L\Erc ETG— C�52 D �i8" 11.25° ELBOW "�o I Erc " CL52 DIP -FTC CL52 DIP - - - - 203.OLF 8" /P� m TRASH-ET,149.8LF 8 - _ — — _ _ _ �- -I— A — o — pay. 36 35 - - _ _ +—I — o�� 2 s" 22.50° ow — _ _ 34 33 8" 22.50° ELBOW— — �� $ m Aa-$„ I rn _ _ AB -B:. AB -B v �. 3 4 5 PROPOSED HYDRANT ASSEMBLY ® - _ 31 12.3LF 8" CL52 DIP -B" 30 8" 45.00° ELBOW — 9 8 - - PARCEL B 6 7 29 32.7LF 8" - CL52 DIP-�, . ® r 28 8„ 11.25° ELBOW _ 8” 054 0° ELBOW S eicLOl/�/E I I I - �-- Lo 010.4LF 8" CL52 DIP ®� \EACC`ESS ��- I / I 27 TRASH 8" 22.50° ELBOW - _ 1 / I Erc\26 10, I 10 I I ® - ; Erc8pp - cC52 DAF - �` rC i 13 — — _ i li Er��� 25 4 �4 _ 15o 1�\ S, ` FT c ccs2 24 RETAINING WALL �_ CORK R/ \ SER LEGEND EXISTING QD STORM MANHOLE © GAS METER 0 DRY WELL TELEPHONE PEDESTAL co SANITARY CLEAN—OUT LIGHT POLE Q SANITARY MANHOLE UTILITY POLE FIRE HYDRANT DOOR >< WATER VALVE SCP —a --SIGN ® WATER MANHOLE © MONITORING WELL WELL ® DOWNSPOUT ® ROOF DRAIN BOUNDARY RIGHT—OF—WAY ADJOINER EASEMENT SETBACK ---------- STRUCTURE ASPHALT GRAVEL CONCRETE RETAINING WALL RIPRAP GUARDRAIL FENCE CHAINLINK FENCE WOOD POST WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER FLOWLINE STORM PIPE WATER MAIN w WATER SERVICE WATER STRUCTURE SEWER MAIN SEWER SERVICE _SS_ SEWER STRUCTURE OVERHEAD ELECTRIC of ELECTRIC, TELEPHONE E AND CATV GAS G " 11.25' ELBOW PROPOSED / ^ UTILITY CONNECTION ,A DOOR' *DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e TRASH CONTAINER �❑ TRANSFORMER 0 0 13 13 13 0 x //\ PROPOSED HYDRANT ASSEMBLY IN X 8 IN X 6 IN TEE \081 S SS SS KEY MAP NOTES: 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. 2. UTILITY LAYOUTS FOR TRANSFORMER & PEDESTAL LOCATIONS CAN BE MODIFIED BASED ON FINAL BUILDING LOCATIONS. Vh 6/ 10 O \ � \ P\ W SCHOOL � / a I I PROTECT EXISTING WELL `looll/ We <.Z A > c \ \ \ \ \ \ Fps \ 9\ s \ \ \ s\ 8•• FLASHING BEACONS & \ PEDESTRIAN CROSSING SIGNS TIE TO EXISTING 8” WATER STUB 220OLF ELECTRIC, TELEPHONE & CATV LINES —f 223OLF GAS MAIN AB.BG _S,WAfi ETc W�/ETc w 5.8LF 8” CL52 DIP d PROPOSED HYDRANT ASSEMBLY 12.7LF 8" CL52 DIP \ \ =8 IN X 8 IN X 6 IN TEE �—�178" 22.50° ELBOW 11 8" 45.00' ELBOW X 37.1 LF 8" CL52 DIP �_�8" 11.25° ELBOW i. • — 06.31_F ►� D' —— —— / LOT C3 SD / S / LOT Cl co SAB-8„_33- AB-8„_� AB -8„ — — — — — PRIMITIVE PEDESTRIAN RIVER ACCESS PATH. MAINTAIN EXISTING PATH, VERIFY 5' WIDTH & PROVIDE GRAVEL BASE. to u i WS //\ PROPOSED HYDRANT ASSEMBLY IN X 8 IN X 6 IN TEE \081 S SS SS KEY MAP NOTES: 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. 2. UTILITY LAYOUTS FOR TRANSFORMER & PEDESTAL LOCATIONS CAN BE MODIFIED BASED ON FINAL BUILDING LOCATIONS. Vh 6/ 10 O \ � \ P\ W SCHOOL � / a I I PROTECT EXISTING WELL `looll/ We <.Z A > c \ \ \ \ \ \ Fps \ 9\ s \ \ \ s\ 8•• FLASHING BEACONS & \ PEDESTRIAN CROSSING SIGNS TIE TO EXISTING 8” WATER STUB 220OLF ELECTRIC, TELEPHONE & CATV LINES —f 223OLF GAS MAIN AB.BG _S,WAfi ETc W�/ETc w 5.8LF 8” CL52 DIP d PROPOSED HYDRANT ASSEMBLY 12.7LF 8" CL52 DIP \ \ =8 IN X 8 IN X 6 IN TEE �—�178" 22.50° ELBOW 11 8" 45.00' ELBOW X 37.1 LF 8" CL52 DIP �_�8" 11.25° ELBOW i. • — 06.31_F ►� D' —— —— / LOT C3 SD / S / LOT Cl co SAB-8„_33- AB-8„_� AB -8„ — — — — — PRIMITIVE PEDESTRIAN RIVER ACCESS PATH. MAINTAIN EXISTING PATH, VERIFY 5' WIDTH & PROVIDE GRAVEL BASE. to u i F 0 8" 45.00° ELBOW (FUTURE) I— �N Lo J U 00 L0 / X --8" 45.00° ELBOW (FUTURE) 4� t 0 102.8LF 8" CL52 DIP (FUTURE) \ YA \ / &INX81\X6INTEE i ° I FUTURE LOOP TIE TO PROPOSED 8" WATER STUB -PROPOSED HYDRANT ASSEMBLY 701 8" 22.50° ELBOW 8" 22.50° E 81N X 8 IN X 6 IN TEE 71/ Nl-_� PROPOSED HYDRANT ASSEMBLY 8" 11.25° ELBOW Im mo I I I � I I I I I I I I I I I I � II ' I I I II r-------------- - I I � I I , I I x , I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I ' L------- I I I I I I " 22.50° ELBOW 8" 11.25° ELBOW 155.3LF 8» \__CL 52 D//'.c —FL YI N C-, nn Q A N I n l KEY MAP 8" 11.25° E GRAPHIC SCALE 0 20 40 80 (IN FEET) 1 inch = 40 ft. LEGEND EXISTING QD STORM MANHOLE © GAS METER OQ DRY WELL n TELEPHONE PEDESTAL co SANITARY CLEAN—OUT * LIGHT POLE Q SANITARY MANHOLE UTILITY POLE FIRE HYDRANT DOOR pd WATER VALVE SCP —SIGN ® WATER MANHOLE © MONITORING WELL WELL ® DOWNSPOUT ® ROOF DRAIN BOUNDARY RIGHT—OF—WAY ADJOINER EASEMENT SETBACK ---------- STRUCTURE ASPHALT GRAVEL :.:...:..: .: ... ... . CONCRETE RETAINING WALL RIPRAP GUARDRAIL FENCE CHAINLINK FENCE WOOD POST WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER FLOWLI N E STORM PIPE ■■■■■■■■■■ WATER MAIN w WATER SERVICE WATER STRUCTURE SEWER MAIN ss SEWER SERVICE SS SS SEWER STRUCTURE OVERHEAD ELECTRIC of ELECTRIC, TELEPHONE E AND CATV GAS G NOTES: 160 PROPOSED / ^ UTILITY CONNECTION A11i d3td DOOR' *DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e TRASH CONTAINER �❑ TRANSFORMER SS — \A/ VV J ETC 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. 2. UTILITY LAYOUTS FOR TRANSFORMER & PEDESTAL LOCATIONS CAN BE MODIFIED BASED ON FINAL BUILDING LOCATIONS. \ /--81N X 8 IN X61N TEE 192.4LF 8" CL52 DIP—ETC — — DIP_ vc104• __ _ S � � L52 � – —I5.3LF ode �i G �F E1�° $ KEY MAP O LEGEND EXISTING PROPOSED GRAVEL EMERGENCY ACCESS ROAD CONTOUR _6158- PER 6158 PER SCHOOL DISTRICT AGREEMENT SPOT ELEVATION x(58.01) X58.66 SLOPE OR GRADE 2.0% LIMITS OF DISTURBANCE \ SEDIMENT CONTROL FENCE SCF DRAINAGE FLOW DIRECTION T� x x T SEDIMENT CONTROL LOG SCL ROCK SOCK RS _ -- X X ..... -�--fix •.... + \ STRAW BALE SB SBB SEDIMENT BASIN SB _X �x CHECK DAM CD SEDIMENT TRAP ST INLET PROTECTION IP EROSION CONTROL BLANKET ECB CULVERT INLET PROTECTION CIP MULCHING MU OUTLET PROTECTION OP DEWATERING OPERATIONS DW \`/� \ `� //1 \ `\ ;•:.\ \\� SURFACE ROUGHENING SR TEMPORARY SLOPE DRAIN TSD \ + \ \ VEHICLE TRACKING CONTROL VTC ROUGH CUT STREET CONTROL RCS CONCRETE WASHOUT AREA CW TERRACING TER GATED EMERGENCY ACCESS WITH LOCK BOX TO BE PROVIDED- \+ -01 FOR DETAILS. SEE SHEET C7 I \ + rj > \ \ \ \ \+ GRAPHIC SCALE 100 0 50 100 200 (IN FEET) 1 inch =100 ft. LEGEND EXISTING �D STORM MANHOLE © GAS METER OQ DRY WELL (3 TELEPHONE PEDESTAL co SANITARY CLEAN—OUT * LIGHT POLE QS SANITARY MANHOLE -o) UTILITY POLE v FIRE HYDRANT DOOR pd WATER VALVE �Ci —SIGN © WATER MANHOLE @ MONITORING WELL WELL ® DOWNSPOUT ® ROOF DRAIN BOUNDARY RIGHT—OF—WAY IA ADJOINER 1A EASEMENT SETBACK ---------- STRUCTURE OD ASPHALT iii GRAVEL O CONCRETE (1)u RETAINING WALL „ RIPRAP O GUARDRAIL � I FENCE CHAINLINK FENCE WOOD POST WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER FLOWLI N E �00 STORM PIPE ■■■■■■■■■■ PROPOSED UTILITY CONNECTION Nv C. I& A1ADAd DOOR' O DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e TRASH CONTAINER NOTES: 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. \\\`\ 2. SEE ROAD PLAN & PROFILE SHEETS FOR ADDITIONAL / \\� \ \ \ \ + �� 4• \ DRAINAGE DETAILS. PARCEL F TO BE GRADED \\ Al TIME OF BUILDING PERMIT \ / \ \\ \\\ `_; \ i \ 3. SEE DRAINAGE REPORT FOR WEIR SIZING SPECIFICATIONS. \ +\ \ \\ \ � p:.'�'�: \ � � ALL OVERFLOW WEIRS SHOULD RELEASE 25 YR STORM S\\\�5� �_ ' .:. \ \ \ EVENTS THEN SPILL INTO RIP RAP SPREAD— SEE SHEET \ S r A �\ COMMERCIAL/INDUSTRIAL AREA C7-02 FOR RIP RAP AND WEIR DETAILS. \ PARCELS A2 & A4 EXIST AS SHOWN. PARCELS Al & A3 MAY REQUIRE 4. SEE SHEET CO -01 FOR REVEGETATION NOTES. ADDITIONAL GRADING AT TIME OF FED EX 1 \ \ \ \ \ \ \ BUILDING PERMIT. \ \ \ 0 rl �,� 595 v '9�- \ I RI VERVI EW SCHOOL \ \ \\ ��� ;;,;LOT A2 \ ' \ _ \\\\\\\ �, \,_..r. \ C' \\ � ter, +/ �. IESEL ,Q LOT Al \\ o 4r �. I� LOT A3 r °� VET PARCELS D & E TO BE OVEREXCAVATED7 TO BEDROCK LAYER & RECOMPACTED PER--- _ LOT A4 '9 HP KUMAR GEOTECH) TO GRADES SHOWN \ a\ \� HEREON WHEN DEVELOPMENT OCCURS FLYING M RANCH ����' / a 5890 PARCELS C1-C3 TO BE GRADED - I RSC �" ,� ' AT TIME OF BUILDING PERMIT i N—oo 890 .7 14 PARCEL B WILL BE OVERLOT GRADED AS SHOWN 26 17 18 19 20 21 AM ZIL mZ,QWP �>o o°LOoz �' J �zlo�Op„,- W 25 • \\ \ Z J W 2` ZZ� mm�a0z W �o 2:;7 W p 0 W_ p ,z -o m LU U.U) �a U) O C9 w Z 'Q 0. .� 0 Ld \ O -...... PROJECT NO. -- — - 2151007.00 C2-01 O O J } 0 00 m Q w W J U a = Q U Q � L U z IA z 1A -0 W OD iii IW- O rn O z (1)u U „ W�LL. O V � I z Z W }mis IL U �Yod �00 � Z �Z� v q -oz O U a tx V Z ZIL mZ,QWP �>o o°LOoz �' J �zlo�Op„,- W 25 • \\ \ Z J W 2` ZZ� mm�a0z W �o 2:;7 W p 0 W_ p ,z -o m LU U.U) �a U) O C9 w Z 'Q 0. .� 0 Ld \ O -...... PROJECT NO. -- — - 2151007.00 C2-01 GRAPHIC SCALE LEGEND LEGEND \ \\ \+ \\ 50 0 25 50 100 200 EXISTING PROPOSED \ � (IN FEET) CONTOUR —6158 6158 \ \ \ \ E 1 inch = 50 ft. QD STORM MANHOLE © GAS METER w/ = UTILITY CONNECTION SPOT ELEVATION X(58.01) X58.66 v SLOPE OR GRADE � 2.0% \ \ \ \ 0 DRY WELL TELEPHONE PEDESTAL � 104V ♦ ♦ LIMITS OF DISTURBANCE CO \ \ E SANITARY CLEAN-OUT ? LIGHT POLE ii�53end \ + \ DOOR N7 SEDIMENT CONTROL FENCE SCF Q SANITARY MANHOLE � UTILITY POLE DRAINAGE FLOW DIRECTION O DRY WELL \� FIRE HYDRANT DOOR INLET SEDIMENT CONTROL LOG SCL ROCK SOCK wvWATER VALVE - SIGN O INLET _"& COLLAR DOWNSPOUT STRAW BALE SB SBB SEDIMENT BASIN © WATER MANHOLE MONITORING WELL EM ROOF DRAIN CHECK DAM CD SEDIMENT TRAP ST \ \\ ® SCUPPER O WELL ® DOWNSPOUT '°' TRASH CONTAINER INLET PROTECTION IP EROSION CONTROL BLANKET ® O O \ ROOF DRAIN \ \ \ \\ BOUNDARY - - CULVERT INLET PROTECTION CIP O MULCHING RIGHT-OF-WAY - - \ \ ADJOINER OUTLET PROTECTION OP DEWATERING OPERATIONS EASEMENT - - - - - - - - - - SURFACE ROUGHENING SR TEMPORARY SLOPE DRAIN SETBACK- - - - - - - - - - - - - - - - - - - - STRUCTURE r VEHICLE TRACKING CONTROL VTC ROUGH CUT STREET CONTROL RCS \ \ :�:,'..'::; : , \, KEY M A P ASPHALT .. CONCRETE WASHOUT AREA CW TERRACING GRAVEL l..•..: w NOTES: CONCRETE 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A RETAINING WALL POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT RIPRAPINTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. GUARDRAIL " " olylo 2. SEE ROAD PLAN & PROFILE SHEETS FOR ADDITIONAL FENCE CHAINLINK T �� I �� DRAINAGE DETAILS. FENCE WOOD POST0 13 13+/ \ I c> WIRE FENCE X X "'' \ I '1 3. SEE DRAINAGE REPORT FOR WEIR SIZING SPECIFICATIONS. CENTERLINE ROAD +/ \\ \` \ ALL OVERFLOW WEIRS SHOULD RELEASE 25 YR STORM CURB AND GUTTER / \ \ \ EVENTS THEN SPILL INTO RIP RAP SPREAD- SEE SHEET FLOWLINE > r ��\ I C7-02 FOR RIP RAP AND WEIR DETAILS. STORM PIPE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ,p +/ �� 4. SEE SHEET CO-01 FOR REVEGETATION NOTES. --� \\ \\\\\ \ ` / �LOT A2 \ \ \ \ 0I ,�. , IESEL \ LOT Al A �\\ 1/ �' 4 \\ LOT A3 �- \ — ------------ x VET _ ArMEMO\ LOT A4�-r \. FLYING M RANCH RELOCATE DRAINAGE & 1 \1� BOULDERS AS NEEDED \ \\\ / \\ �\ .BW=34.1 - - - _CURB INLETS - \ \ TW=34.8 \ _ _ BW=10.5 - _ \ \ TW=6.2 - TW=31.8 % LOT C1 �\ BW=96.2 UPPER A_ CCESS I ,BW=99.8 -� 28.96_ ' 1.04 8. �- \ -� '-"�- TW=34.0 TRASH _ - BW-32.5 5930 • � � � 1 / � � � -� -- 1.04 - � � 36 35 \ / -� '� -„_ =— r _ �►. 4 CURB INLETS30 PARC B 6 7 0 S9?o POND 3 ���� �� O�ER - ��I 27 590 CURB INLETS ° S9 A CC 581 CF N - l 02 ESS_ �� 26 A 2 DEEP 10 _ \ \ 4:1 SLOPES POND 2 \� _\ S i fel° 5' WIDE GRAVEL PRIMITIVE W/ DRYWELL 1525 CF =_\� _ _ 11 90 �� � _ TW=99.2 2 � PEDESTRIAN RIVER ACCESS PATH 2' DEEP BW-ss 2_� _- - 13' - `���\� �s,9 25 / 3:1 SLOPES \\ -\ \ 14 O W/ DRYWELL \�\ \ \ TW=1.3 6 / POND 4 Bw=ss.s� — 259 CF 17 \ ` \ 1 1 DEEP _ —� - �� \ \ �\ 18 5:1 SLOPES _ �f-�- _ `-'—�"-�__ POND 1 \ �� \ SCL \ / W/ DRYWELL 2463 CF \� \\\ 19 Roq 2' DEEP \ \\\ \ T ° TW=1.5 20 4:1 SLOPES R/N� Fo W/ DRYWELL \ \\\ , BW= s 21 22 ER TW=3.9 6W=2.8 LEGEND © WATER MANHOLE WELL BOUNDARY RIGHT-OF-WAY ADJOINER EASEMENT SETBACK STRUCTURE MONITORING WELL ® DOWNSPOUT ® ROOF DRAIN PROPOSED UTILITY CONNECTION NW o4& A11�531hd DOOR' O DRY WELL INLET O INLET -"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER F-1 TRASH CONTAINER 50 Xf 1 / I / / • / / / / I / ASPHALT GRAVEL /LZI CONCRETE RETAINING WALL RIPRAP GUARDRAIL " o FENCE CHAINLINK FENCE WOOD POST 13 c 13\ �j \ / WIRE FENCE X-00 CENTERLINE ROAD CURB AND GUTTER \ \ \ \ FLOWLI N E > CURB INLETS STORM PIPE ■■■■■■■■■■ \ �� P \ J , r L, L J GRAPHIC SCALE 0 25 50 100 200 (IN FEET) 1 inch = 50 ft \ \\ \ \\\\\ \ \ \ \\\\\\\\\ \ \ \\ s \ \ \\\ ,Q \ \�s O I y\ \ \�D \ 1 \ O \ �\ o \ \ % \ \\ \\\\\ \\\ LEGEND J L. , \ \ III1\ \ \ \ I \ RIVERVIEW SCHOOL EXE PROPOSED \ '` \ I I X - � CONTOUR_6158— SPOT 6158 6158 � II 1 IIS\\ 1 X 58.01 X58.66X r SPOT ELEVATION ( ) SLOPE OR GRADE 0•8q 2.O% 1\ \\ \do LIMITS OF DISTURBANCE D 8 SEDIMENT CONTROL FENCE SCF 1 POND CF DRAINAGE FLOW DIRECTION �\ 3 DEEP \\ \ \ \ \ I 3: SEDIMENT CONTROL LOG SCL ROCK SOCK W/1DRYWELL SLOPES RS I r \ \\ \ 1 STRAW BALE SB SBB SEDIMENT BASIN SB X ale 1 PRIOR TO CONSTRUCTION AREA TO BE \ I CHECK DAM CD SEDIMENT TRAP ST \ � I � ' : I O O \ �- OVEREXCAVATED PER HP KUMAR 1 �, '� I �/ RECOMMENDATIONS FROM GEOTECH INLET PROTECTION IP EROSION CONTROL BLANKET ECB 1 \ \ I I REPORT 18-7-151' DATED APRIL 10° 2018 IE ` 1 11 I E 3E I I CULVERT INLET PROTECTION CIP O MULCHING OUTLET PROTECTION OP 0 DEWATERING OPERATIONS SURFACE ROUGHENING SR O TEMPORARY SLOPE DRAIN VEHICLE TRACKING CONTROL VTC O ROUGH CUT STREET CONTROL CONCRETE WASHOUT AREA CW TERRACING 1 IIII I 1 CL _-- \ � I 1 22.4: ` �i PARCEL E Ix 1 x I I KEY MAP 1 �� I II\\ 59�� � O NOTES: O I I \ CURB INLETS Ix I / 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A I I VIII I 1 IP POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT I x 1 INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. 2. SEE ROAD PLAN &PROFILE SHEETS FOR ADDITIONAL I `_ \ DRAINAGE DETAILS. x I I \ \ POND 6 \ 3. SEE DRAINAGE REPORT FOR WEIR SIZING SPECIFICATIONS. �` I 2145 CF ALL OVERFLOW WEIRS SHOULD RELEASE 25 YR STORM I x / ��,� 1, DEEP EVENTS THEN SPILL INTO RIP RAP SPREAD- SEE SHEET / 5 4:1 SLOPES I /l C7-02 FOR RIP RAP AND WEIR DETAILS. I II / W/ DISCHARGE PIPE x / I J 4. SEE SHEET CO -01 FOR REVEGETATION NOTES. I I XI PARCEL D ` \ -11 I xl o _ IPOND 7 IIII I I CF 779 / III I o x I 1 DEEP I II I I 10:1 SLOPES W/ DISCHARGE PIPE IXI POND 5 259 CF 1' DEEP 5:1 SLOPES W/ DISCHARGE PIPE EXISTING pD STORM MANHOLE © GAS METER DRY WELL IN TELEPHONE PEDESTAL co SANITARY CLEAN-OUT * LIGHT POLE (D SANITARY MANHOLE -0_) UTILITY POLE FIRE HYDRANT DOOR >< WATER VALVE �C�' — SIGN © WATER MANHOLE WELL BOUNDARY RIGHT-OF-WAY ADJOINER EASEMENT SETBACK STRUCTURE MONITORING WELL ® DOWNSPOUT ® ROOF DRAIN PROPOSED UTILITY CONNECTION NW o4& A11�531hd DOOR' O DRY WELL INLET O INLET -"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER F-1 TRASH CONTAINER 50 Xf 1 / I / / • / / / / I / ASPHALT GRAVEL /LZI CONCRETE RETAINING WALL RIPRAP GUARDRAIL " o FENCE CHAINLINK FENCE WOOD POST 13 c 13\ �j \ / WIRE FENCE X-00 CENTERLINE ROAD CURB AND GUTTER \ \ \ \ FLOWLI N E > CURB INLETS STORM PIPE ■■■■■■■■■■ \ �� P \ J , r L, L J GRAPHIC SCALE 0 25 50 100 200 (IN FEET) 1 inch = 50 ft \ \\ \ \\\\\ \ \ \ \\\\\\\\\ \ \ \\ s \ \ \\\ ,Q \ \�s O I y\ \ \�D \ 1 \ O \ �\ o \ \ % \ \\ \\\\\ \\\ LEGEND J L. , \ \ III1\ \ \ \ I \ RIVERVIEW SCHOOL EXE PROPOSED \ '` \ I I X - � CONTOUR_6158— SPOT 6158 6158 � II 1 IIS\\ 1 X 58.01 X58.66X r SPOT ELEVATION ( ) SLOPE OR GRADE 0•8q 2.O% 1\ \\ \do LIMITS OF DISTURBANCE D 8 SEDIMENT CONTROL FENCE SCF 1 POND CF DRAINAGE FLOW DIRECTION �\ 3 DEEP \\ \ \ \ \ I 3: SEDIMENT CONTROL LOG SCL ROCK SOCK W/1DRYWELL SLOPES RS I r \ \\ \ 1 STRAW BALE SB SBB SEDIMENT BASIN SB X ale 1 PRIOR TO CONSTRUCTION AREA TO BE \ I CHECK DAM CD SEDIMENT TRAP ST \ � I � ' : I O O \ �- OVEREXCAVATED PER HP KUMAR 1 �, '� I �/ RECOMMENDATIONS FROM GEOTECH INLET PROTECTION IP EROSION CONTROL BLANKET ECB 1 \ \ I I REPORT 18-7-151' DATED APRIL 10° 2018 IE ` 1 11 I E 3E I I CULVERT INLET PROTECTION CIP O MULCHING OUTLET PROTECTION OP 0 DEWATERING OPERATIONS SURFACE ROUGHENING SR O TEMPORARY SLOPE DRAIN VEHICLE TRACKING CONTROL VTC O ROUGH CUT STREET CONTROL CONCRETE WASHOUT AREA CW TERRACING 1 IIII I 1 CL _-- \ � I 1 22.4: ` �i PARCEL E Ix 1 x I I KEY MAP 1 �� I II\\ 59�� � O NOTES: O I I \ CURB INLETS Ix I / 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A I I VIII I 1 IP POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT I x 1 INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. 2. SEE ROAD PLAN &PROFILE SHEETS FOR ADDITIONAL I `_ \ DRAINAGE DETAILS. x I I \ \ POND 6 \ 3. SEE DRAINAGE REPORT FOR WEIR SIZING SPECIFICATIONS. �` I 2145 CF ALL OVERFLOW WEIRS SHOULD RELEASE 25 YR STORM I x / ��,� 1, DEEP EVENTS THEN SPILL INTO RIP RAP SPREAD- SEE SHEET / 5 4:1 SLOPES I /l C7-02 FOR RIP RAP AND WEIR DETAILS. I II / W/ DISCHARGE PIPE x / I J 4. SEE SHEET CO -01 FOR REVEGETATION NOTES. I I XI PARCEL D ` \ -11 I xl o _ IPOND 7 IIII I I CF 779 / III I o x I 1 DEEP I II I I 10:1 SLOPES W/ DISCHARGE PIPE IXI POND 5 259 CF 1' DEEP 5:1 SLOPES W/ DISCHARGE PIPE KEY MAP I ki �:. ... NOTES: GRAPHIC SCALE / — 50 0 25 50 100 \ > + 1. PROPOSED BUILDINGS SHOWN ARE A REPRESENTATIVE OF A POTENTIAL CONSTRUCTION FOR THE SITE AND ARE NOT INTENDED TO REPRESENT THE FINAL LAYOUT OF BUILDINGS. (IN FEET) 1 inch = 50 ft. 2. SEE ROAD PLAN & PROFILE SHEETS FOR ADDITIONAL �•.• 1 DRAINAGE DETAILS. 3. SEE DRAINAGE REPORT FOR WEIR SIZING SPECIFICATIONS. ALL OVERFLOW WEIRS SHOULD RELEASE 25 YR STORM GRAVEL EMERGENCY ACCESS ROAD / — / / / �� EVENTS THEN SPILL INTO RIP RAP SPREAD— SEE SHEET LEGEND X_Xa \� -PER SCHOOL DISTRICT AGREEMENT \ — j j �j // / C7-02 FOR RIP RAP AND WEIR DETAILS. _ EXISTING 4. SEE SHEET CO -01 FOR REVEGETATION NOTES. 59 QD STORM MANHOLE © GAS METER DRY WELL TELEPHONE PEDESTAL — + \ 5940 `� co SANITARY CLEAN—OUT LIGHT POLE .'. 'v � / •'•...•J ' a � �_\ � ' _— � _ _ �j/G �`j_j i� � \ QS SANITARY MANHOLE FUTILITY POLE v FIRE HYDRANT DOOR 5g X30 � I / PROPOSED UTILITY CONNECTION Nv o4& �1ADAd DOOR N7 O DRY WELL 9INLET >< WATER VALVE �� — SIGN O INLET _"& COLLAR ® DOWNSPOUT 15970 ® ROOF DRAIN / / / // .• / !/ � � / � — _ ©WATER MANHOLE � MONITORING WELL a + // //'...•.. ': /// / / / 1 \ / a � � /� — � WELL ® DOWNSPOUT ®e SCUPPER —_ ®ROOF DRAIN TRASH C ONTAINER BOUNDARY — / RIGHT—OF—WAY — — f / -�- / �// /// ///• //// � / / / ��x��x � \ �J — __ ADJOINER EASEMENT — — — — — — — — — — I �x SETBACK / / '`� I � I \ —, _ � �\ STRUCTURE ASPHALT I GRAVELF77777. I CONCRETE - • . / I I go RETAINING WALL ___J / I RIPRAP .o GUARDRAIL o FENCE CHAINLINK FENCE WOOD POST 0 13 11 13 WIRE FENCE X X — _ _ CENTERLINE ROAD i \ \ r 7 I I CURB AND GUTTER — I FLOWLINE > STORM PIPE ■■■NEEM■■■ Q \ \ S9R0 \ \ 200 e�� \ I I I I -�"� I / /� <� ` >' > v"� � LEGEND SEDIMENT CONTROL FENCE SCF DRAINAGE FLOW DIRECTION ===> SEDIMENT CONTROL LOG SCL ROCK SOCK RS STRAW BALE SB SBB SEDIMENT BASIN SB CHECK DAM CD SEDIMENT TRAP ST \ \ \ CURB INLETS \ \ V � � INLET PROTECTION IP EROSION CONTROL BLANKET O ECB CULVERT INLET PROTECTION CIP MULCHING MU OUTLET PROTECTION OP DEWATERING OPERATIONS DW \ 1 POND 10 IP 628 CF SURFACE ROUGHENING SR TEMPORARY SLOPE DRAIN TSD \ a \ \ \ < \ 1 � � � —/� \ \ � O O \ \ C / \ \ \ \ VEHICLE TRACKING CONTROL VTC ROUGH CUT STREET CONTROL RCS \ + 1 DEEP \ \ \ Q O \ \ 4:1 SLOPES \ \ \\ \ \ \ \\ OO \\ W/ DRYWELL \ CONCRETE WASHOUT AREA CW TERRACING TER \ \ � � _� '\ \ � O \ POND 9 \ —^ \ 628 CF \ ` \� -5 19, \ \ \ s X,\ \ 1 DEEP 4:1 SLOPES W/ R YW LL D \ �E � 0, \ I \I S X• / Joho ' / \ ICj Q- 1 1 1 \0 I I / 1 /I \\ I \I j I G .Q , I P I I G\ I � � C \ FLY NG M RANCCO H ham^ � k \ \ \ \ ` ^' EXUnNG PROPOSED \SLOPE L_' -------------- < ` > I I < < CONTOUR SPOT ELEVATION -61, 6158 X(58.09) X58.66 /�/ j \ \ l\ \ \ \ \ <^ ' OR GRADE LIMITS OF DISTURBANCE � 2.0% SEDIMENT CONTROL FENCE SCF DRAINAGE FLOW DIRECTION ===> SEDIMENT CONTROL LOG SCL ROCK SOCK RS STRAW BALE SB SBB SEDIMENT BASIN SB CHECK DAM CD SEDIMENT TRAP ST \ \ \ CURB INLETS \ \ V � � INLET PROTECTION IP EROSION CONTROL BLANKET O ECB CULVERT INLET PROTECTION CIP MULCHING MU OUTLET PROTECTION OP DEWATERING OPERATIONS DW \ 1 POND 10 IP 628 CF SURFACE ROUGHENING SR TEMPORARY SLOPE DRAIN TSD \ a \ \ \ < \ 1 � � � —/� \ \ � O O \ \ C / \ \ \ \ VEHICLE TRACKING CONTROL VTC ROUGH CUT STREET CONTROL RCS \ + 1 DEEP \ \ \ Q O \ \ 4:1 SLOPES \ \ \\ \ \ \ \\ OO \\ W/ DRYWELL \ CONCRETE WASHOUT AREA CW TERRACING TER \ \ � � _� '\ \ � O \ POND 9 \ —^ \ 628 CF \ ` \� -5 19, \ \ \ s X,\ \ 1 DEEP 4:1 SLOPES W/ R YW LL D \ �E � 0, \ I \I S X• / Joho ' / \ ICj Q- 1 1 1 \0 I I / 1 /I \\ I \I j I G .Q , I P I I G\ I � � C \ FLY NG M RANCCO H ham^ � k \ \ \ \ 1-59 20 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 r 5930- 0 1 4+00 GRAPHIC SCALE 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. GRATE: 5924.00' INV OUT: 5921.50' \ GRATE: 5924.00' _ INV IN: 5921.30' INV OUT: 5921.20' FLYING M RANCH PROFILE N 12 f 0 c! I\L I IVI"I LEGEND EXISTING QD STORM MANHOLE © GAS METER O DRY WELL TELEPHONE PEDESTAL co SANITARY CLEAN—OUT 1 LIGHT POLE QS SANITARY MANHOLE -o) UTILITY POLE v FIRE HYDRANT DOOR pd WATER VALVE �� —SIGN © WATER MANHOLE MONITORING WELL WELL ® DOWNSPOUT ® ROOF DRAIN BOUNDARY ELEV: 5924.19 RIGHT—OF—WAY ADJOINER PVI ELEV: 5915.64 EASEMENT SETBACK ---------- STRUCTURE ASPHALT K: 70.08 GRAVEL ui N CONCRETE RETAINING WALL K: 22.92 RIPRAP GUARDRAIL FENCE CHAINLINK FENCE WOOD POST LVC: 100.00 WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER LVC: 50.00 FLOWLI N E STORM PIPE ■■■■■■■■■■ CONTOUR SPOT ELEVATION SLOPE OR GRADE DRAINAGE FLOW DIRECTION PROPOSED UTILITY CONNECTION Nv C. I& A11�d4d DOOR N7 §INLET DRY WELL O INLET —"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER .� TRASH CONTAINER LEGEND EXUrM PROPOSED —F1 �R v i 58 X (58.01) X58.66 2.0% 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 5948 944 0 L6940 LI..I S�936 m 5932 5928 5924 5920 5916 5912 5908 5904 5900 10 0 (IN FEET) 1 inch=10 ft VERTICAL 0(D PVI STA: 3+25.00 O U-)00 PVI STA: 1+25.00 00 U -)PVI ELEV: 5924.19 PVI ELEV: 5915.64 ui Q, K: 70.08 ui N o In �, K: 22.92 0 O LVC: 100.00 N °' LVC: 50.00 ± N U N w N U U > w > > > w > m 18" ADS PIPE STA: 3+18.40 — INV: 5921.40' STA=1+00.00 1' COVER ELEV=5915.12 MATCH EXISTING 00 ff)NN . � - O r cn . . 00 0 O 00 NO N M N V) N O V) N O N N N O N N N N M N N N 0 O O) 0) O O O O O O rn-0) rn 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 5948 944 0 L6940 LI..I S�936 m 5932 5928 5924 5920 5916 5912 5908 5904 5900 10 0 (IN FEET) 1 inch=10 ft VERTICAL /v (O� _ O 2° DROP INLET GRATE: 5936.50' / INV OUT: 5934.00' GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 �UTUR E AIL 00 I _ 10+00 9+00 ,► GRATE: 5936.50' r INV IN: 5933.80' INV OUT: 5933.70' GRATE: 5937.00' INV IN: 5933.00' FLYING M RANCH PROFILE KEY MAP 7 1 goo I LEGEND EXISTING Q STORM MANHOLE © GAS METER O DRY WELL (3 TELEPHONE PEDESTAL co SANITARY CLEAN-OUT * LIGHT POLE Q SANITARY MANHOLE -O) UTILITY POLE v FIRE HYDRANT DOOR pd WATER VALVE �� -SIGN © WATER MANHOLE @ MONITORING WELL WELL ® DOWNSPOUT ® ROOF DRAIN BOUNDARY RIGHT-OF-WAY ADJOINER EASEMENT SETBACK ---------- STRUCTURE ASPHALT GRAVEL CONCRETE - ..-777!-, 77F..-.-. • T' RETAINING WALL 0)0)+ RIPRAP GUARDRAIL FENCE CHAINLINK LLi FENCE WOOD POST WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER > w Ed FLOWLI N E STORM PIPE ■■NEEM■■E® CONTOUR SPOT ELEVATION SLOPE OR GRADE DRAINAGE FLOW DIRECTION EXISTM X (58.01 is PROPOSED UTILITY CONNECTION NV o4& A1ADAd DOOR' O DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER H TRASH CONTAINER LEGEND 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 PROPOSED 6 15 8 X58.66 2.9 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 10 0 (IN FEET) 1 inch=10 ft VERTICAL o ,n n �n LOW PT. STA: 10+15.00 LOW PT ELEV: 5936.73 (fl n ° ,n' m -1.00% 0 + 00 cii >> Ld HIGH HIGH PVI PVI PT. STA: 8+49.01 PT ELEV: 5938.06 STA: 8+25.00 ELEV: 5938.43 K: 2 5.9 9 LVC: 100.00 0 0 r- Vey— cii LLi >> PVI STA: 10+25.00 0 PVI ELEV: 5936.43 OO' U-) K: 40.00 r- LVC: 100.00 + 0)0)+ LLi (NU UU > w Ed > 1.50% 18" ADS PIPE STA: 10+15.00 INV: 5933.90' 1' COVER Oul) 4 O M 0) 0 00 . M m Lo O M M 0) 0 r-� . M 0) Lo � M 0) 0 Lo M 0) Lo Co 00 O M 0) 0 n 0) Lo O r- O 17 O Lo r) M 0) Lo 00 rn — . � ) O 00 Lo Co O M 0) 0 Lo M V O O CO 17 O Lo Lo M� � m 17 O Lo r7 rn N O 17 O Lo �_ r - 00 4 M 0) Lo 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 PROPOSED 6 15 8 X58.66 2.9 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 10 0 (IN FEET) 1 inch=10 ft VERTICAL 1\ m w GRAPHIC SCALE 20 0 10 20 40 (IN FEET) 1 inch = 20 ft. 0 0 LO N + 00 U W 5964 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 80 � 59 � —5936— \ \ 5934� \ \ .5932 \ \ \ \ / 5930— \ �5928� \ \ 0_Lel WIN �� KEY MAP U SANITARY MANHOLE Q U I ILI I Y FULL FIRE HYDRANT DOOR DRY WELL §INLET p4 WATER VALVE SIGN O INLET _"& COLLAR os DOWNSPOUT OW WATER MANHOLE MONITORING WELL RM ROOF DRAIN sc SCUPPER WELL DOWNSPOUT e TRASH CONTAINER Ro ROOF DRAIN BOUNDARY — — RIGHT—OF—WAY — — ADJOINER EASEMENT ---------- SETBACK — — — — — — — — — — ---------- STRUCTURE ASPHALT GRAVEL CONCRETE :7'-'"- • '` " T T ' +. RETAINING WALL P. RIPRAP GUARDRAIL o FENCE CHAINLINK FENCE WOOD POST m 13 13 WIRE FENCE X X CENTERLINE ROAD — CURB AND GUTTER FLOWLINE > STORM PIPE ■■■■■■■� — LEGEND 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 PROPOSED 6158� X58.66 2.0% 5968 5964 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 10 0 (IN FEET) 1 inch=10 ft VERTICAL lig RELOCATE DITCH AS SHOWN _� S1'ATIo u UNE_3 PVI STA: 17+75.00 PVI ELEV: 5940.90 K: 45.61 I vr,• inn nn 46� _ _5948 2,9 IF 18" AIDS N W/ F. E. S. INV IN: 5947.50' INV OUT: 5947.20' 20 GRAPHIC SCALE 0 10 20 40 (IN FEET) 1 inch = 20 ft. EXISTING PROPOSED 11420.40 \ QD STORM MANHOLE © GAS METER / = UTILITY CONNECTION X. \ O DRY WELL TELEPHONE PEDESTAL N V 4 ` co SANITARY CLEAN—OUT 1Yt LIGHT POLE �„�d°d •0.0 050 22 8 DOOR QS SANITARY MANHOLE UTILITY POLE §INLET DRY WELL FIRE HYDRANT �] DOOR � pd WATER VALVE Ci —SIGN O INLET _"& COLLAR / \ ® DOWNSPOUT \ \ © WATER MANHOLE MONITORING WELL ® ROOF DRAIN ® SCUPPER \ \ WELL ® DOWNSPOUT '°' TRASH CONTAINER \ ® ROOF DRAIN \ BOUNDARY = _ / \ \ RIGHT—OF—WAY \ ADJOINER \ \ \ EASEMENT ---------- \ SETBACK — — — — — — — — — — ---------- \ STRUCTURE \ \ \ ASPHALT GRAVEL �( KEY MAP CONCRETE RETAINING WALL RIPRAP GUARDRAIL o FENCE CHAINLINK FENCE WOOD POST 13 0 13 CF— WIRE FENCE X X CENTERLINE ROAD — CURB AND GUTTER FLOWLINE > STORM PIPE ■■■■■■■■■■ MO 5964 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 5968 00 964 rn `5960 w 956 w 5952 5948 5944 5940 5936 5932 5928 5924 5920 PROPOSED 6158 X 58.66 2.0% 10 0 (IN FEET) 1 inch=10 ft VERTICAL 5948 —5946 —5944— . • � / / � / / � � — —5942 � / / / ' � � � / / / —5940' —5938 / 2 oc 00� / / / / —5936 <v ry �� /5934' i i/ 3 + o i I / 2 I 000, �_ _ _593 — — p I Q 0000 --------- • y �� � h°' cy / � a 0 ' Q � � i 'i J� —x—x—x x— �\ + a 5 �26+0 Q0- � x� I I I I SII I 0)0)0)0)LoLnLo Lo I I I I I I 1 I I �l 20 (IN FEET) 1 inch = 20 ft. PVI STA: 22+75.00 PVI ELEV: 5952.27 K: 8.87 0 Lq N + N N fii 0 5968° 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5910 fa PVI STA: 24+25.00 PVI ELEV: 5934.28 K: 12.07 0 I END 20' GRAVEL EMERGENCY ACCESS SECTION AND MATCH TO EXISTING ROAD SECTION / �— � / LEGEND / EXISTING PROPOSED STORM MANHOLE [M GAS METER / UTILITY CONNECTION DRY WELL (3 TELEPHONE PEDESTAL ),4 W 0- / 1 — � co SANITARY CLEAN—OUT * LIGHT POLE , DOOR N7°�„��°d t QS SANITARY MANHOLE � UTILITY POLE v O® DRY WELL FIRE HYDRANT DOOR INLET wvWATER VALVE �� — SIGN O INLET —"& COLLAR � ® DOWNSPOUT ©WATER MANHOLE MONITORING WELL ® ROOF DRAIN �i ® SCUPPER WELL ® DOWNSPOUT TRASH CONTAINER ` ` \ ' � ______— ®ROOF DRAIN — — v -- � _ BOUNDARY ` r RIGHT—OF—WAY — — ADJOINER EASEMENT 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 SETBACK ---------- STRUCTURE ASPHALT GRAVEL CONCRETE 77 ' RETAINING WALL RIPRAP GUARDRAIL FENCE CHAINLINK FENCE WOOD POST WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER FLOWLI N E STORM PIPE ■■■■■■■■■■ CONTOUR SPOT ELEVATION SLOPE OR GRADE DRAINAGE FLOW DIRECTION 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5910 EXISTN Q X (58.01 SD LEGEND PROPOSED 6 15 8 X58.66 2.9 10 0 (IN FEET) 1 inch=10 ft VERTICAL RELOCATE DRAINAGE & BOULDERS AS NEEDED I / 1\ 20 rvlvv It 0 10 10 0 (IN FEET) 1 inch=10 ft VERTICAL GRAPHIC SCALE 20 40 (IN FEET) 1 inch = 20 ft. 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5888 5884 5880 80 UPPER ACCESS RD PROFILE LEGEND r\ L- i ivi t- - CONTOUR SPOT ELEVATION SLOPE OR GRADE DRAINAGE FLOW DIRECTION PROPOSED UTILITY CONNECTION Nw C. I& A 11 �531hd DOOR' O DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e- TRASH CONTAINER 0 LEGEND EXISTING EXISTING —6158 - QD STORM MANHOLE © GAS METER I OQ DRY WELL TELEPHONE PEDESTAL co SANITARY CLEAN—OUT t LIGHT POLE _ QS SANITARY MANHOLE -0) UTILITY POLE FIRE HYDRANT DOOR pd WATER VALVE �Ci —SIGN WATER MANHOLE MONITORING WELL WELL ® DOWNSPOUT —1-90% 18" ADS PIPE STA: 4+41.10 INV: 5897.70' 1' COVER ® ROOF DRAIN BOUNDARY STA=1+00.00 ELEV=5907.04 MATCH FLYING M RANCH RD RIGHT—OF—WAY _ ' ADJOINER ui N �o �— EASEMENT j O 00 N 0)O SETBACK ---------- STRUCTURE 00OO 00 0)o ASPHALT C.� 0)rn 00 GRAVEL r,:� co CONCRETE \ RETAINING WALL RIPRAP \ GUARDRAIL FENCE CHAINLINK FENCE WOOD POST WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER FLOWLI N E STORM PIPE ■■■■■■■■■■ r\ L- i ivi t- - CONTOUR SPOT ELEVATION SLOPE OR GRADE DRAINAGE FLOW DIRECTION PROPOSED UTILITY CONNECTION Nw C. I& A 11 �531hd DOOR' O DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e- TRASH CONTAINER 0 LEGEND EXISTING PROPOSED —6158 - 6 0, X(58.01) X 58.66 0.8q 2.0% 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5888 5884 5880 —1-90% 18" ADS PIPE STA: 4+41.10 INV: 5897.70' 1' COVER STA=1+00.00 ELEV=5907.04 MATCH FLYING M RANCH RD O Or,,CA n �o ui N �o 4 In N � j O 00 N 0)O N O 0, 00 0) 0)O 00OO 00 0)o 6 C.� 0)rn 00 r` 0)o r,:� co 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5888 5884 5880 'Z' \ \ \ \\ \ FL' 910 \ \ _ DROP INLET \ 500 I — — — \ GRATE: 5895.80' \ \ I I \ INV OUT: 5893.30 \ I i woo o $^ \ \ � TW=6.2 jv i TIM, on L 8+00 I, TRASH I 0 RETAINING WALL STRUCTURAL DETAILS BY OTHERS — — 5930 / / I I /Z SCALE 40 (IN FEET) 1 inch = 20 ft. s- . •— __=== X11MI ooh - - N -- 12-=N . ?N SEX-oE � _ ` UPPER ACCESS � -x`00 ` _ - _ UZZ =Z 0 11111 - go ----- - j` 10+p0 — _ 0 B_W=99.8 — ----- - - Q- '� `'� 910_, - 1.04 - 1.04 LEGEND \ J -S0 oQ So _ EXISTING I \ Q STORM MANHOLE © GAS METER DROP INLET \ / / I 0o DRY WELL (3 TELEPHONE PEDESTAL GRATE: 5898.10'\ \ INV OUT: 5895.60' 9 I I co SANITARY CLEAN-OUT t LIGHT POLE _ SANITARY MANHOLE � UTILITY POLE - -� PARCEL B 7 FIRE HYDRANT DOOR _ 6 \ \ vo S89 596, o 6 162LF 18" ADS N12 @ 1.0% DRYWELL \ GRATE: 5894.00'- INV 894.00'-INV IN: 5892.00' POND 1 ROAR/NGF-OF K RI VE � 589 � •-.�< DF YWELL GRATE: 5897.00' \ INV IN(E):5896.00 \ \ INV IN(W): 5894.00' 80 oy,oE/ PVI STA: 7+05.00 PVI ELEV: 5895.55 K: 25.58 LVC: 100.00 0 00 LOW PT. STA: 7+03.56 0 © WATER MANHOLE 6 (6 LOW PT ELEV: 5896.04 0 ® DOWNSPOUT + 00 + 00 2.090 LO cii w cii w m m w w 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5890 10 0 (IN FEET) 1 inch=10 ft VERTICAL UPPER ACCESS RD PROFILE 7 •• • INV OUT: 5899.40' LO WER ` E.•. •• • INV OUT: :•••- 10 jrAk^\ /\ /,\ �J* � .."'ASS. 1 \L I IVI/ %I PVI STA: 10+85.00 PVI ELEV: 5903.19 K: 15.27 LVC: 100.00 pd WATER VALVE �Ci -SIGN © WATER MANHOLE @ MONITORING WELL WELL ® DOWNSPOUT X(58.01) ® ROOF DRAIN BOUNDARY 2.090 RIGHT-OF-WAY ADJOINER EASEMENT 01 SETBACK ---------- STRUCTURE ASPHALT GRAVEL .. '::: :: ;'•: CONCRETE '-'" '• '" ; T.: *'.� .; . T' RETAINING WALL RIPRAP GUARDRAIL FENCE CHAINLINK O FENCE WOOD POST WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER FLOWLI N E LJ STORM PIPE ■■■■■■■■■■ CONTOUR SPOT ELEVATION SLOPE OR GRADE DRAINAGE FLOW DIRECTION PROPOSED UTILITY CONNECTION Nw C. I& A 11 �531hd DOOR � O DRY WELL INLET O INLET -"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e TRASH CONTAINER 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5890 LEGEND EXISTING PROPOSED —6158 - 6158 X(58.01) X 58.66 0.8q 2.090 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5890 O rn O r- 01 vi rl� n Cn n O rn O LJ w LO U m w 18" ADS PIPE STA: 7+03.60 INV: 5893.20' 1' COVER O 00 LO ,O O m 00 0 v7 oo N O m m LO 0 4- 0) 00 O LO LO o 00 O CY) 0) co O co 00 0 � 0 0 n O -0 O 0 CO 0 V o N 0 0) N V 00 r' C � N 0 Oo c6 CA LO ri 0) 0 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5890 UPPER ACCFSS \ \�' GRAPHIC SCALE 20 0 10 20 40 80 BW=34.1. TW=34.8 \ \ �\ \ \ \ \ (IN FEET) 1 inch = 20 ft. pE/ \ 94�\ \\\ RETAINING WALL STRUCTURAL \ \\ DETAILS BY OTHERS TW=20.5 ----- ----- ----- \ TW=31.8 c�000. ... BW=21.8 BW=10.5 —N .O N�0 + w wt 12 TW -34.0 7 ° °°`— - 13+00 \ TZ d- - — _ 28.96 � ----- / \ Z Z o --- - — �.0 h \ 1- - - -It w I"I L- - - , 35 -------------------- DROP • �► 1 :.... L - - - J 10 0 (IN FEET) 1 inch=10 ft VERTICAL 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 i F+ 1 fill _�O�►�� - -- 27 1 -a--SIGN MONITORING WELL 0 DOWNSPOUT ® ROOF DRAIN - - - - - - - - - - :.,•,., ::; . :.: --"'..� ..� ; T `.--� , X ■■NEEM■■■■ INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOFSCUPDRAIN '�' TRASH CONTAINER - - - - I / 100 I � I I I � •` � �..•_ I I I A I i\ � I I � �� I I \ I I IN O } W 0 U F \ \ \ O - 15 O � lo� \ \ U PVI STA: 14+85.00 PVI ELEV: 5937.44 K: 15.24 I V(,. inn. on 12+50 13+00 13+50 14+00 14+50 15+00 15+50 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 \ \ \\ \ W °D \\ \\ o OD N }o 7 OF \ \ \ m Q LLQ uj i. -0 01I ° iii T' O o iii W o O Z U) u U � W�� O zI Z W }MIS U hI WN9 x 00,-N-0 YdOB i~ moo Z �Zis �°°W v O �0z KEY MAP a x LEGEND x EXISTING PROPOSED QD STORM MANHOLE © GAS METER / ° UTILITY CONNECTION 0 DRY WELL IN TELEPHONE PEDESTAL N W 0- co SANITARY CLEAN-OUT * LIGHT POLE A11�531hd Q SANITARY MANHOLE � UTILITY POLE DOOR N7 O FIRE HYDRANT � DOOR DRY WELL >< WATER VALVE Ci © WATER MANHOLE WELL BOUNDARY RIGHT-OF-WAY ADJOINER EASEMENT SETBACK STRUCTURE ASPHALT GRAVEL CONCRETE RETAINING WALL RIPRAP GUARDRAIL FENCE CHAINLINK FEWOOD POST WIRE FENCE CENTERLINE ROAD CURB AND GUTTER FLOWLINE STORM PIPE -a--SIGN MONITORING WELL 0 DOWNSPOUT ® ROOF DRAIN - - - - - - - - - - :.,•,., ::; . :.: --"'..� ..� ; T `.--� , X ■■NEEM■■■■ INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOFSCUPDRAIN '�' TRASH CONTAINER - - - - SPOT ELEVATION SPOT Z O 0 M � m Z 5 O a Z U� -1 J z _ �JZDQ m Q W I" m a Q = W W U LL Z CO M J U Ld z o 5 < J U) 0 ,DQ' W 2 O LL�J O O U n 0 W 0 O r U Q Q j W - 0 O. 0 a. W J 0 a Z a U) U (y < M W a 0 - - - - - - - - - - - - - - - - - - - - 2.0% DRAINAGE FLOW DIRECTION / �( 'r: ••: • �: " o 0 13 0—NCE X - > LEGEND PROJECT NO. EXUrM PROPOSED 2151007.00 CONTOUR — —6158— 6158 SPOT ELEVATION SPOT X(58.01) X58.66 SLOPE OR GRADE 0.89 2.0% DRAINAGE FLOW DIRECTION C3.08 fs9 i \___ 'I--- � ►��11•1�1 � 1 —�� ��♦�����i I I I I I �Irn I I 11 1 II. to 310. 1 I I I II �i o i� �• DROP INLET - xGRATE 5902 20' I <� I CESS — _ G• � I INV OUT: 5899.40' 3+00 � + �_< LOWER A a 2+00 I I II I I II 1� I I I I I I I r�__ -- wrillmom 2�J 5+00 I � � I I I I I I I I I I I\ I I I I I I I I I I I \L Norm • � - . . • � -- _ �1 �� ►1♦♦ •�i ►♦ � ► � ► ♦ / ►1► 111 ► ♦1 ►1 1♦1 .1 ♦ �♦ ♦ • : • • � • _ � �1 i'���! � i♦ 11� i ! � ► � � ♦1, �11��� � �♦�1�1�� j♦11♦�1�� .. 1��111� ♦ 1� .�♦ ♦ �. _ � � �1 ►♦ 11� 1 ♦ ► 1 '►111♦ _1.. � � ►�_. Ii._ ' � �1♦111.11♦♦� �1♦♦`I�:� �. ,, " - � -��1� !11 1� �1 1� 1��_ �_1�_ �. ► ♦1� �_I��� 1 ♦ � ,� 1111 p 11� 111�1111i�i _ _ i♦�♦I�j• 111. r111 1 �� '1♦1���_♦�1��� ►�•♦��11� � �- ♦ ►-�♦• ♦. 1♦ 1 ♦� ��IA- �'�I���i�i�i��������i����iS�i��-�-i����i��►��%%�I���iI�I��iI���� � �iCi-� ` � �� X1111111 � ►11� ��1�Ii-� ,,, .ice- - � ..: l' �� � �� �� � --- �'` ���11���� � • , �i� ,''��,�������� � moi, � ! 20 ...... — BTW=99.2j- �< -5890 < BW=98.2— �� DRYWELL <7- r - GRATE: 5897.00' INV IN(E):5896.00' INV IN(W):5894.00' ROARING FORK RIVER GRAPHIC SCALE \ 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. 10 0 (IN FEET) 1 inch=10 ft VERTICAL 592 592 592 591 591 59C 59C 59C 589 589 589 KEY MAP 2� r— — — ___l LEGEND EXISTING zp O PROPOSED QD STORM MANHOLE © GAS METER z D ! ^ UTILITY CONNECTION QQ DRY WELL 0 TELEPHONE PEDESTAL w 4& co SANITARY CLEAN-OUT 3 LIGHT POLE A„Zff3elnd J U 1U) Z0 DOOR QS SANITARY MANHOLE UTILITY POLE FIRE HYDRANT DOOR 0�aa. O DRY WELL 1A � Z INLET pa WATER VALVE �O° SIGN -0 1!? O INLET _"& COLLAR W 01-0) 1-008 1 os DOWNSPOUT © WATER MANHOLE MONITORING WELL Z_r`).u^stu RD ROOF DRAIN -j u w � sc SCUPPER O WELL ® DOWNSPOUT �Vy F� e TRASH CONTAINER }-m RD ROOF DRAIN w da p, BOUNDARY — — RIGHT-OF-WAY O�OIL dLLI��� — — ADJOINER `Z �. ~Zts EASEMENT D` I �c�z ---------- SETBACK — — — — — — — — — — dw=UW WWUoaU ---------- STRUCTURE a ASPHALT rx� V GRAVEL 0 / CONCRETE .: ,. Q ...� ..'.� RETAINING WALL 0-0 0 RIPRAP JLZ GUARDRAIL O. W 00o FENCE CHAINLINK FENCE WOOD POST d 13 11 13 0 WIRE FENCE X O X CENTERLINE ROAD — CURB AND GUTTER a. LL. FLOWLINE > . • . STORM PIPE ■■■■■■■■■■ -SD 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 LEGEND PROPOSED 6158� X58.66 2.0% 928 924 920 916 912 908 904 900 896 892 890 ;, 0 0 W Ir w 0 .I PROJECT NO. 2151007.00 G3.09 zp O � b nl J r Lu z D L Cf)= m o w Y (o w J d w Q v F o J U 1U) Z0 V Z 0�aa. V 1A � Z 0 .ZmoGZ i..i -0 1!? W 01-0) 1-008 1 iii 1- O 0 Z_r`).u^stu -j u w � 1 l M V v, ��0 LL. Z �Vy F� }-m U w da p, x O�OIL dLLI��� `Z �. ~Zts W D` I �c�z O dw=UW WWUoaU V _ a rx� V x 0 PROJECT NO. 2151007.00 G3.09 zp O W Cf)= �J Z0 0�aa. OWob .ZmoGZ J -j u - 1 O�OIL dLLI��� W a00U) dw=UW WWUoaU 0 WAG Q or) 0-0 0 JLZ O. W u d J IL O a. LL. PROJECT NO. 2151007.00 G3.09 5902 POND 4 \OT C3 SMH-12 I STA: 5+17.09 \ RIM:5906.27 D=10.0' INV IN(W):5896.47 8" SDR35 INV OUT(E):5896.27 8" SDR35 POND 5 _ I / ) - EX S �- _ I MA4 - > "SDR35 ®1.40%-140 D 96 .1 -8 TRA L�- /y / / / HIM*589 .80 II I 5906 - /NV /N(W). 5891.30 8" SDV35 4 v I �-- / SMH 13 , 2� 1S . p \ ry INV /N(N): 5891.30 8" SOf�35 � STA: 2+56.95 / Od 8 SOR INV OUT(E).5891.00 8 SDR35 II RIM: 5902.45 D=10.0 11I I -7 / / INV IN(W):5892.68 8SDR35->- �s INV OUT(E): 5892.48 8" SDR35* / LEGEND I N o® 2 O M ,,a" SDR35 6 _ EXISTING PROPOSED - AB -8"_ AB -8_ „ M W t0 / / AB \ `W t0 z +`; 2 �� QD STORM MANHOLE © GAS METER / = UTILITY CONNECTION / - ` 900 _ - Z +� 7 m O • - • � j � f - �_ / � / � _ — 5 7 m Z DRY WELL TELEPHONE PEDESTAL N o _,5890 � 70- / �� -- SANITARY CLEAN-OUT LIGHT POLE �,1AT!hd - - ~ � �� N7DOOR � - - a 5' WIDE GRAVEL PRIMITIVE SANITARY MANHOLE UTILITY POLE TI _ - DRY WELL _ PEDESTRIAN RIVER ACCESS PATH - 5890 /�//lam FIRE HYDRANT �j DOOR - - - - �i ,/� / /� / -\ - i / 1i _ INLET � - - ��/ 1' / 59�00j/ I -pWATER VALVE�-SIGN INLET _"& COLLAR l �5g8p-® DOWNSPOUT \ - //`,589 0- WATER MANHOLE © MONITORING WELL ® ROOF DRAIN _ / _ \ -5880 ® SCUPPER- -� WELL ® DOWNSPOUT e TRASH CONTAINER ® ROOF DRAIN / BOUNDARY [WTRANSFORMER � RIGHT-OF-WAY / ADJOINER EASEMENT - - - - - - - - - - SETBACK - - - - - - - - - - - - - - - - - - - - / j l �_ I • �' STRUCTURE 1/7777777771 r77XXXXZ= ASPHALT / - ROARING FORK RIVER GRAVEL y .'•; > ,, - / CONCRETE ^:T •� . .: ••i• �: RETAINING WALL -5880 / / / RIPRAP #: ` ''i:.T :-,i y`•.i'#:tai / \ / GUARDRAIL " o FENCE CHAINLINK FENCE WOOD POST 13 13 13 13 WIRE FECE CENTERLINE ROAD X X \ p\�\''\v QC\ CURB AND GUTTER FLOWLINE > GRAPHIC SCALE 20 0 10 20 40 5920 5916 5912 5904 5900 5892 5888 5884 5 0 (IN FEET) 1 inch=5 ft VERTICAL FLYING M RANCH SANITARY SEWER PROFILE KEY MAP (IN FEET) 1 inch = 20 ft. X920 916 912 908 904 900 896 892 888 884 880 J 5 SMH-12 5 STA: 5+17.09 _ RIM:5906.27 D=10.0' INV IN(W):5896.47 8" SDR35 INV OUT(E):5896.27 8" SDR35 SMH-13 5 STA: 2+56.95 RIM- 5902.45 D=10.0' INV IN(W):5892.68 8" SDR35 INV OUT(E):5892.48 8" SDR35 EX SMH-A4 STA: 1+00.00 5 264 1,_8,,SpR35 RIM 5899 80 ®5279 INV IN(W):5891.JO 8"SDR INV IN(N).-,589 1. JO 8 SDR35 �- INV OUT(E).•5891.00 8" SDR35 5 260.1'-8" SDR35 ® 1.407. 157.0'-8" SDR35 CSD 0.777. 5 5 5 O) M 00 O CO ct N N N CO cY 00 I__ CD CO Nd- 't Nd- P7 N Cn O O O O O O O O O O m O C� C) C) C) C) 0) C) C) C) 00 CA 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 STORM PIPE mmmmmmmmmm WATER MAIN w w WATER SERVICE WS WATER STRUCTURE SEWER MAIN ss S SEWER SERVICE SS SS SS SS SEWER STRUCTURE OVERHEAD ELECTRIC of ELECTRIC, TELEPHONE E ETC AND CATV GAS G 5920 5916 5912 5904 5900 5892 5888 5884 5 0 (IN FEET) 1 inch=5 ft VERTICAL FLYING M RANCH SANITARY SEWER PROFILE KEY MAP (IN FEET) 1 inch = 20 ft. X920 916 912 908 904 900 896 892 888 884 880 J 5 SMH-12 5 STA: 5+17.09 _ RIM:5906.27 D=10.0' INV IN(W):5896.47 8" SDR35 INV OUT(E):5896.27 8" SDR35 SMH-13 5 STA: 2+56.95 RIM- 5902.45 D=10.0' INV IN(W):5892.68 8" SDR35 INV OUT(E):5892.48 8" SDR35 EX SMH-A4 STA: 1+00.00 5 264 1,_8,,SpR35 RIM 5899 80 ®5279 INV IN(W):5891.JO 8"SDR INV IN(N).-,589 1. JO 8 SDR35 �- INV OUT(E).•5891.00 8" SDR35 5 260.1'-8" SDR35 ® 1.407. 157.0'-8" SDR35 CSD 0.777. 5 5 5 O) M 00 O CO ct N N N CO cY 00 I__ CD CO Nd- 't Nd- P7 N Cn O O O O O O O O O O m O C� C) C) C) C) 0) C) C) C) 00 CA 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 \— vX00 ' / /� EXISTING STORM MANHOLE © GAS METER DRY WELL TELEPHONE PEDESTAL SANITARY CLEAN—OUT lYt LIGHT POLE MH— / co (S) SANITARY MANHOLE UTILITY POLE RIM: 920.02 10.0' INV IN(NW):59 0.38 SDR35 FIRE HYDRANT DOOR I INV OUT(E):59 8" SDR35 pd WATER VALVE � —SIGN WATER MANHOLE © MONITORING WELL WELL ® DOWNSPOUT FR5 POOP nRAIN BOUNDARY RIGHT—OF—WAY ADJOINER EASEMENT SETBACK STRUCTURE ASPHALT GRAVEL � / 5 CONCRETE RETAINING WALL RIPRAP / / GUARDRAIL / FENCE CHAINLINK FENCE WOOD POST WIRE FENCE CENTERLINE ROAD CURB AND GUTTER KEY MAP FLOWLINE �� STORM PIPE GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. 5940 5936 5932 5924 5920 5916 5912 5904 5 0 (IN FEET) 1 inch=5 ft VERTICAL SMH-8 STA: 12+05.84 RIM: 5928.73 D=5.0' INV IN(NW):5923.93 8" SDR35 INV OUT(E):5923.73 8" SDR35 125.5'-8" SDR35 ®2.747 FLYING M RANCH SANITARY SEWER PROFILE SMH-9 STA 80.32 RIM:59 5.20 RIM: 5925.20 D=5.0' INV IN(W):5920.40 8" SDR35 INV OUT(E):5920.20 8" SDR35 SMH-10 STA: 9+66.76 RIM: 5921.00 D=5.0' � LINV(W):5916.20 8" SDR35UT(SE):5916.00 8" SDR35 r 113.6'—g" SpR35 ® 3.657' 185.6'-8" SDR35 ® 3.097 WATER MAIN WATER SERVICE WATER STRUCTURE SEWER MAIN SEWER SERVICE SEWER STRUCTURE OVERHEAD ELECTRIC ELECTRIC, TELEPHONE AND CATV GAS SMH-11 STA: 7+81.14 RIM:5920.02 D=10.0' INV IN(NW):5910.38 8" SDR35 INV OUT(E):5910.18 8" SDR35 0 " V IILI I 1 I,VN N GV IMV Nuc o � Alli d3td DOOR' *DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e TRASH CONTAINER TRANSFORMER 0 13 11 0 rl 0 X W WS ss S SS SS SS SS OE E G O 004 Lo ) N 14- � j 00 07 (o N �t 07 04 00 04 04 04C3 vi N N N j N 04 04 O O r` N 0) N 0) N 0) N 0) N O N 0) 0) 0) 0) d7 0) Lo V) U) � v7 � v7 � Lo W) v7 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 1 W ^F - ���\Ery \ X00\1$\Frc SOR3S\F7-c � erc w = w -ETC-ETC-ETC-El \ \ 1,�Op ^ _158.5'-8" SDR.35 ,CSD 0 • 16+00 SMH-5 _ STA: 16+84.85 RIM: 5936.90 D=7.8' INV IN(N):5929.25 8" SDR35 INV OUT 929.05 8" SDR35 I PLam) o \ \ N� L8 0) O GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. 5 0 (IN FEET) 1 inch=5 ft VERTICAL 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5910 9 / I I'! ,III P 1 _I��� / W W ins w TC 0.60 M RA -LYINGNC FCETr_� 1 SMH-6 STA: 15+26.32 RIM:5937.60 D=9.7' INV IN(NW):5928.07 8" SDR35 INV OUT(SE):5927.87 8" SDR35 1 \I W CONTOUR SPOT ELEVATION SLOPE OR GRADE DRAINAGE FLOW DIRECTION FLYING M RANCH SANITARY SEWER PROFILE KEY MAP r C4 (Q W !•. 0 N 4 � ETC/ J � 2N b- V '10- Y W Ezc R31 �% s-� Y�FFQ� :, 13k00 Irn 7SMHH I STA: 13+30. 4 I �RIM:5932.26 D=5.7' INV IN(NW):5 26.72 8" SDR35 ' INV OUT(SE): 926.52 8" SDR35 \ LEGEND EXISTING PROPOSED �D STORM MANHOLE © GAS METER / = UTILITY CONNECTION O DRY WELL TELEPHONE PEDESTAL N o co SANITARY CLEAN-OUT t LIGHT POLE A11�d3°a QS SANITARY MANHOLE UTILITY POLE 1� DOOR N7 v FIRE HYDRANT DOOR *DRY WELL INLET pd WATER VALVE � - SIGN O INLET -"& COLLAR ® DOWNSPOUT ® WATER MANHOLE © MONITORING WELL ® ROOF DRAIN ® SCUPPER WELL ® DOWNSPOUT '°' TRASH CONTAINER ® ROOF DRAIN TRANSFORMER BOUNDARY - RIGHT-OF-WAY - - ADJOINER EASEMENT ---------- SETBACK - - - - - - - - - - ---------- STRUCTURE E/777777771 \7XXXXZ= ASPHALT GRAVEL :.'•;•:: , CONCRETE '�'•'• ' T ' 7 RETAINING WALL RIPRAP >C.i? t. y.:TAt ?'J y`�-.1-- .*741 GUARDRAIL o FENCE CHAINLINK FENCE WOOD POST 13 13 11 a WIRE FENCE X X CENTERLINE ROAD - CURB AND GUTTER FLOWLI N E > STORM PIPE ■■■■■■■■■■ WATER MAIN w w WATER SERVICE WS WATER STRUCTURE SEWER MAIN ss S SEWER SERVICE SS SS SS SS SEWER STRUCTURE OVERHEAD ELECTRIC of ELECTRIC, TELEPHONE E ETC AND CATV GAS G LEGEND EXISIINQ PROPOSED 6158 -6158- x X (58.01) X58.66 r C4 (Q W !•. 0 N 4 � ETC/ J � 2N b- V '10- Y W Ezc R31 �% s-� Y�FFQ� :, 13k00 Irn 7SMHH I STA: 13+30. 4 I �RIM:5932.26 D=5.7' INV IN(NW):5 26.72 8" SDR35 ' INV OUT(SE): 926.52 8" SDR35 \ LEGEND EXISTING PROPOSED �D STORM MANHOLE © GAS METER / = UTILITY CONNECTION O DRY WELL TELEPHONE PEDESTAL N o co SANITARY CLEAN-OUT t LIGHT POLE A11�d3°a QS SANITARY MANHOLE UTILITY POLE 1� DOOR N7 v FIRE HYDRANT DOOR *DRY WELL INLET pd WATER VALVE � - SIGN O INLET -"& COLLAR ® DOWNSPOUT ® WATER MANHOLE © MONITORING WELL ® ROOF DRAIN ® SCUPPER WELL ® DOWNSPOUT '°' TRASH CONTAINER ® ROOF DRAIN TRANSFORMER BOUNDARY - RIGHT-OF-WAY - - ADJOINER EASEMENT ---------- SETBACK - - - - - - - - - - ---------- STRUCTURE E/777777771 \7XXXXZ= ASPHALT GRAVEL :.'•;•:: , CONCRETE '�'•'• ' T ' 7 RETAINING WALL RIPRAP >C.i? t. y.:TAt ?'J y`�-.1-- .*741 GUARDRAIL o FENCE CHAINLINK FENCE WOOD POST 13 13 11 a WIRE FENCE X X CENTERLINE ROAD - CURB AND GUTTER FLOWLI N E > STORM PIPE ■■■■■■■■■■ WATER MAIN w w WATER SERVICE WS WATER STRUCTURE SEWER MAIN ss S SEWER SERVICE SS SS SS SS SEWER STRUCTURE OVERHEAD ELECTRIC of ELECTRIC, TELEPHONE E ETC AND CATV GAS G 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5910 SMH-5 STA: 16+84.85 RIM: 5936.90 D=7.8' INV IN(N): 5929.25 8" SDR35 INV OUT(SE):5929.05 8" SDR35 158.5'-8" SDR35 ® 0.637. SMH-6 STA: 15+26.32 RIM- 5937.60 D=9.7' INV IN(NW):5928.07 8" SDR35 INV OUT(SE):5927.87 8" SDR35 195.5'-8" SDR35 ® 0.667.- .60%125.0'-8" SMH-7 STA: 13+30.84 RIM- 5932.26 D=5.7' INV IN(NW):5926.72 8" SDR35 INV OUT(SE):5926.52 8" SDR35 - 125.0'-8-SDR35 2.14% 159.3'-8" SDR35 @ 0.62% cfl O O LO N I� 0) � OO V) (0 I- cp O M � O O V) 00 N O O M I'7 O O N r- M I� 00 �„� n O m V) d) (0 r7 00 � 00 M I'7 O O V) LO N N� O co � �„) I'7 O O LO LO O O N n M O O LO LO Ln .� (0 � O �„) N O O LOU-) n N N I- �„� N O O LO L - O 00 N O M N O O LOU-) 00 r` v) N O O L 0)N O O M O 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5910 RIM: 5939.98 D=5.0" INV OUT(S):5934.98 8" SDR35 IGRAPHIC SCALE 20 0 10 20 40 5956 5952 5948 5944 5940 5936 5932 5928 5924 5 5920 0 (IN FEET) 1 inch=5 ft VERTICAL (IN FEET) I inch = 20 ft. x x x x x x \, A5940\ -5930 \ --- -- y:1AIIZ Xi CONTOUR — —6158— SPOT ELEVATION X(58.01) SLOPE OR GRADE 0.89 DRAINAGE FLOW DIRECTION FLYING M RANCH SANITARY SEWER PROFILE Y ��kpp G21a � LEGEND 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 EXISTING PROPOSED �D STORM MANHOLE © GAS METER / = UTILITY CONNECTION O DRY WELL TELEPHONE PEDESTAL AX o SMH-4 18 STA: D= .6' R5930. 7.79 D=7.6' INV IN(N):5930.41 8" SDR35 INV OUT(S):5930.21 8 SDR35 — co SANITARY CLEAN—OUT t LIGHT POLE A11�d3°a SMH-2 STA: 23+12.57 RIM -5938.42 D=5.0' INV IN(N):5933.62 8" SDR35 INV OUT(S):5933.42 8" SDR35 ---------------- 119.7'-8" SDR35 ®1.18% DOOR N7 Q SANITARY MANHOLE UTILITY POLE v FIRE HYDRANT DOOR O DRY WELL INLET >< WATER VALVE �� —a --SIGN O INLET _"& COLLAR ® DOWNSPOUT ® WATER MANHOLE © MONITORING WELL ® ROOF DRAIN ® SCUPPER WELL ® DOWNSPOUT '°' TRASH CONTAINER ® ROOF DRAIN TRANSFORMER BOUNDARY O O — — 0') U -)O o0 O O00 RIGHT—OF—WAY r.00 OI OO — — � L c .u O00 00 O L ADJOINER r7 7 V) O Of N O L OU) Oa —�� OU-) Oi O EASEMENT ON Oo0 O � O L ---------- 0)00 00 to OO Lo G SETBACK — — — — — — — — — — ---------- �i STRUCTURE ASPHALT GRAVEL :.'•;•:: :; ;: :. °_`; CONCRETE •'• T ' T'' RETAINING WALL RIPRAP ON GUARDRAIL o FENCE CHAINLINK FENCE WOOD POST a 13 11 a WIRE FENCE X X CENTERLINE ROAD — CURB AND GUTTER KEY MAP FLOWLINE > STORM PIPE ■■■■■■■■■■ WATER MAIN w w LEGEND WATER SERVICE WS WATER STRUCTURE PROP03ED SEWER MAIN ss S 6158 SEWER SERVICE SS SS SS SS — SEWER STRUCTURE X58.66 OVERHEAD ELECTRIC of ELECTRIC, TELEPHONE E ETC AND CATV GAS G 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 SMH-3 STA: 20+00.30 RIM- 5939.75 D=8.4' INV IN(N):5931.55 8" SDR35 INV OUT(S):5931.35 8" SDR35 156.1'-8" SDR35 CSD 0.62% SMH-4 18 STA: D= .6' R5930. 7.79 D=7.6' INV IN(N):5930.41 8" SDR35 INV OUT(S):5930.21 8 SDR35 — SMH-2 STA: 23+12.57 RIM -5938.42 D=5.0' INV IN(N):5933.62 8" SDR35 INV OUT(S):5933.42 8" SDR35 ---------------- 119.7'-8" SDR35 ®1.18% 312.3'-8" SDR35 ® 0.61% O O r700 O 0') U -)O o0 O O00 N NO r.00 OI OO .O Oao � L c .u O00 00 O L r7 O r7 7 V) O Of N O L OU) Oa � O L OU-) Oi O � O L ON Oo0 O � O L 00 OI� O 0)00 00 to OO Lo 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 5960 5956 5952 5948 5944 5940 5936 5932 5928 5924 5920 1% INV IN(E): 5888. INV IN(W).• 5888. INV OUT(N): 5887. r_ylQTIAIt_%_ QD STORM MANHOLE 0 DRY WELL co SANITARY CLEAN—OUT Q SANITARY MANHOLE FIRE HYDRANT pd WATER VALVE ® WATER MANHOLE O WELL BOUNDARY RIGHT—OF—WAY ADJOINER EASEMENT SETBACK STRUCTURE ASPHALT GRAVEL CONCRETE RETAINING WALL RIPRAP GUARDRAIL FENCE CHAINLINK FENCE WOOD POST WIRE FENCE CENTERLINE ROAD CURB AND GUTTER FLOWLI N E STORM PIPE WATER MAIN WATER SERVICE WATER STRUCTURE SEWER MAIN SEWER SERVICE SEWER STRUCTURE OVERHEAD ELECTRIC ELECTRIC, TELEPHONE AND CATV GAS 5 0 (IN FEET) 1 inch=5 ft VERTICAL I r-('%_r-AlM © GAS METER TELEPHONE PEDESTAL LIGHT POLE UTILITY POLE �j DOOR © MONITORING WELL ® DOWNSPOUT ® ROOF DRAIN OE E G pQnp 1Q=m UTILITY CONNECTION Alli d3td DOOR' *DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e TRASH CONTAINER �❑ TRANSFORMER :• W WS ETC 588C}�_� I KEY MAF' ROARING FORK RIVER \ \ \ \ SMH-4 � STA: 5+33.53 \ RIM: 5897.80 D=6.8' INV IN(NE):5891.15 8" SDR35 INV OUT(W):5890.95 8" SDR35 LOWER ACCESS SANITARY SEWER PROFILE 20 0 10 —c rc=o h L L ESS � —ET \ -5890 \ �_ GRAPHIC SCALE 20 40 80 (IN FEET) 1 inch = 20 ft. 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 5908 5904 5900 5896 5892 5888 5884 5880 111 �1�. � >• � � � �1♦♦��♦ _ � -c-� �♦II�Ii � • moll mom�1Ci-1- ii��rl �♦�1�� . 11114 ►•����c '� iia; ►•♦♦♦♦ 1♦1♦�1� -- ♦ �O� 'e►♦.�.♦i.. ►'�i.�_.- ♦♦♦� ►1111♦ '1♦1111 t'�1� �� �i_� -i �`_i_ .1 -, �♦�♦ .1♦ ,♦1♦ 11� ►♦Ii1i1i 1 � ♦ 1, � ♦1♦♦1♦ ,1 111 � ►♦� ♦1� �1 ♦1 , �1♦�1 �� � � 1♦♦ ,♦1 111 �111111� �♦♦11♦1111, �1�1�1♦♦1 �1♦♦1111♦� �1 ♦♦ ♦�1111�11� 1=1111�IIi1��1�1��1�: �_1._I�1�, �11�11�� 1 ►�1=11i111� ��1 1 CMn / Czn I I I I I Icn I I� E� � I I S I I I I I IC/') I < _ ❑� I I I I --- < w - - _ w ----- W ----- J^ ETC�ETb+ 0 wrC--� -- - w \ - - \'Ili LOWER ACCESS - w - +ET�O ET ETC-- 90� J1�s� z ETC-ETC-ETc Ih \ �r 0 r - ETC ETC- T66 8 + ��� _ 1 +00 ETCH-� - W \ to __ W W W 1�ETC- ETC �� �` I 8 SDR35 Erc 7+00 302.3'-8" 0.89% CJI I I I I cn I ❑ h I I I I ��4.s -" I �,�, I S �zc U ♦ SDR35 ® cn I N I I ® 0.829 Z I I I I I cn I z I ❑ SMIH-2 I I I vxn j p z0 C, I I `� I I STA: 9+13.22 / \ a r W Q W I �� I I I I I I - -RIM: 5904.51 D=5.0' I I I I I I I\ % ss_ J 0 ` I Ij v I I I cin INV IN(SE): 5899.71 8" SDR35 I I I I Cn I INV OUT(W): 5899.51 8" SDR35 I I Wim\ Cn / O Cn I I Cn GRAPHIC SCALE 20 0 10 20 40 5 0 (IN FEET) 1 inch=5 ft VERTICAL (IN FEET) I inch = 20 ft. 5920 5916 5912 5908 5904 5900 5892 5890 W 1 I _--- - _ _ _ I cf) Cn f SMA -3 - r_ __ -- -� r- --�� STA: 6+10.93 4\0�� RIM: 5901.65 D-5.0' V) INV IN(E):5896.85 8" SDR35 - - STA:10+58.07 _ INV OUT(SW):5896.65 8" SDR35 q RIM: 5905.87 D=5.0' 3 1 1 1 0 1 INV OUT(NW):5900.87 8" SDR35 a -r iy 1 S _ 90 00 L - - L - �< <- 5900 L - < <� 5900���Q - - Q _ TRAIL _ .-7 � � -5900 -5890 = _ SMH-4 - STA: 5+33.53 RIM: 5897.80 D=6.8' -5890- - INV IN(NE):5891.15 8" SDR35 INV OUT(W):5890.95 8" SDR35 ROARING FORK RIVER LOWER ACCESS SANITARY SEWER PROFILE -8" SDR35 @ 0. STA: 9+13.22 RIM:5904.51 D=5.0' INV IN(SE):5899.71 8" SDR35 INV OUT(W):5899.51 8" SDR35 44.9'-8" M 7+00 7+50 8+00 8+50 9+00 9+50 10+00 5920 ME SMH-1 STA: 10+58.07 RIM: 5905.87 D=5.0' INV OUT(NW):5900.87 8" SDR35 --i E rn 00 00 rn rn Lo Lo 10+50 c KEY MAP Q LEGEND EXISTING 0) PROPOSED (�D STORM MANHOLE © GAS METER Z 0 / = UTILITY CONNECTION O DRY WELL TELEPHONE PEDESTAL - - - - - - - - - - AX o co SANITARY CLEAN-OUT LIGHT POLE SETBACK U-) I LL �0 J Co. (S) SANITARY MANHOLE o00 1n V FIRE HYDRANT �� Z �o I�0 li! --0 INLET pd WATER VALVE SCP -SIGN n O INLET _"& COLLAR [- O rn 0 Z ® DOWNSPOUT ® WATER MANHOLE © MONITORING WELL w 0 0 0 0 0 0 0 W 0 0 0 0 0 BOUNDARY �0 - - RIGHT-OF-WAY 908 Z - - 0 DW 1-1 "'OZ O 0 V 0rn GUARDRAIL � rn �rn W �rn TV d►r L(-) 0) J u Z V 0)L FENCE WOOD POST -0L0 -j 0"' Lo 904 WIRE FENCE X X Y --I �_ L-0 L0 7+00 7+50 8+00 8+50 9+00 9+50 10+00 5920 ME SMH-1 STA: 10+58.07 RIM: 5905.87 D=5.0' INV OUT(NW):5900.87 8" SDR35 --i E rn 00 00 rn rn Lo Lo 10+50 c KEY MAP Q LEGEND EXISTING ADJOINER PROPOSED (�D STORM MANHOLE © GAS METER Z 0 / = UTILITY CONNECTION O DRY WELL TELEPHONE PEDESTAL - - - - - - - - - - AX o co SANITARY CLEAN-OUT LIGHT POLE SETBACK A 1�53!ha I LL U J DOOR (S) SANITARY MANHOLE UTILITY POLE V V FIRE HYDRANT DOOR Z O DRY WELL I�0 li! --0 INLET pd WATER VALVE SCP -SIGN O INLET _"& COLLAR [- O rn 0 Z ® DOWNSPOUT ® WATER MANHOLE © MONITORING WELL w ® ROOF DRAIN 6 20 Z ' Z ® SCUPPER WELL 0 DOWNSPOUT W TRASH CONTAINER U ® ROOF DRAIN OD Wx a TRANSFORMER BOUNDARY �0 - - RIGHT-OF-WAY 908 Z - - ;, 0 z 0 W W 0 916 ADJOINER 07 0 N J} m Z 0 L - �- m 0 z w Y - - - - - - - - - - W J 0 U SETBACK to I LL U J Z V In � Z I�0 li! --0 912 W 01-0) -ODO 1J.1 [- O rn 0 Z �u�- U INS w 6 20 Z ' Z W } x rs daor U }" OD Wx a 'Itt RETAINING WALL �0 0 a O m�0 908 Z ~Z0) >a; ' F'',..7':a�:.•:tia `.:'xF:t:4s DW 1-1 "'OZ O C V = GUARDRAIL a o rx W TV d►r 916 ADJOINER EASEMENT - - - - - - - - - - SETBACK - - - - - - - - - - z Q J 0 STRUCTURE = 912 ASPHALT 5;a, O U) O 0 ....... . , . INS a. GRAVEL CONCRETE • r .. 'P. • • W z RETAINING WALL 0 a O 908 RIPRAP >a; ' F'',..7':a�:.•:tia `.:'xF:t:4s 0 >. j W C O /CL • r GUARDRAIL o II� � O W FENCE CHAINLINK J u Z V FENCE WOOD POST -j 0"' U) 904 WIRE FENCE X X Y --I �_ CENTERLINE ROAD z � J Z �•• CURB AND GUTTER m zW FLOWLINE > Co w STORM PIPE ■■■■■■■■■■ S0 WF- O. r0` Z 900 WATER MAIN w W < d= U Q ,Q WATER SERVICE WS Ld u Q W U) WATER STRUCTURE LL Z j U) U) SEWER MAIN ss S 0 'Q W O 896 SEWER SERVICE SS _ss SS m "" a V" W w U SEWER STRUCTURE r' O OVERHEAD ELECTRIC TELEPHONE J 0 ELECTRIC, ETC O., � Z AND CATV �t W GAS -G Q J 892 O LL. J 890 LEGEND PROJECT NO. EX UMQ PROPOSED 2151007.00 CONTOUR -6158 6158 SPOT ELEVATION X(58.01) X58.66 SLOPE OR GRADE 0 89 2.0� DRAINAGE FLOW DIRECTION 04.06 10 0 (IN FEET) 1 inch=10 ft VERTICAL 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5888 5884 5880 ROARING FORK RIVER — Jayu — GRAPHIC SCALE 20 40 (IN FEET) I inch = 20 ft. KEY MAP LEGEND EXISTING PROPOSED @D STORM MANHOLE © GAS METER / = UTILITY CONNECTION OQ DRY WELL TELEPHONE PEDESTAL N W co SANITARY CLEAN—OUT Q SANITARY MANHOLE vFIRE HYDRANT ? LIGHT POLE UTILITY POLE DOOR A„�d°d DOOR N7 DRY WELL §INLET PROPOSED pd WATER VALVE � — SIGN O INLET _"& COLLAR ® DOWNSPOUT © WATER MANHOLE MONITORING WELL ® ROOF DRAIN ® SCUPPER 0 WELL ® DOWNSPOUT '°' TRASH CONTAINER ® ROOF DRAIN BOUNDARY — — RIGHT—OF—WAY — — ADJOINER EASEMENT ---------- SETBACK — — — — — — — — — — ---------- STRUCTURE SLOPE OR GRADE 0. 8X 2•�� ASPHALT GRAVEL CONCRETE' '` ; T : .� . T' '•' .. t ..� . .: DRAINAGE FLOW DIRECTION RETAINING WALL RIPRAP TRAIL PROFILE GUARDRAIL o FENCE CHAINLINK FENCE WOOD POST 0 13 13 WIRE FENCE X X CENTERLINE ROAD — CURB AND GUTTER o FLOWLI N E > STORM PIPE ■■■■■■■■■■ 1 Ct_%_r_Kln EX87M PROPOSED CONTOUR —6158 6158 SPOT ELEVATION X(58.01) X58.66 SLOPE OR GRADE 0. 8X 2•�� DRAINAGE FLOW DIRECTION TRAIL PROFILE o o 5928 n 00 PVI STA: 4+50.07 n N PVI ELEV: 5899.60 II 5924 C3 (o rn K: 82.49 o ai 0)< Co ao LVC: 100.00 ao cn x 920 Lo Y r N W N W 0: i 916 > > I > > m o 912 Qw CD X908 5904 - —0-.-375900 5896 5892 5888 5884 5880 O O O O O 0 O 0 O O 0O O p O p Co � Co v7 00 � 00 � 0 00 0 00 Lo Co v7 Co Lo Co � Co Co � Lo 0 u7 O � � 0) � 0 O 0 n O Ln 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 GRAPHIC SCALE 20 0 10 20 40 (IN FEET) I inch = 20 ft. 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5888 5884 5880 10 0 (IN FEET) 1 inch=10 ft VERTICAL 80 TRAIL PROFILE KEY MAP LEGEND EXISTING QD STORM MANHOLE © GAS METER O DRY WELL 0 TELEPHONE PEDESTAL co SANITARY CLEAN—OUT * LIGHT POLE QS SANITARY MANHOLE -o) UTILITY POLE FIRE HYDRANT DOOR >< WATER VALVE �� —a --SIGN © WATER MANHOLE 0 MONITORING WELL Q WELL ® DOWNSPOUT � 0 Lo + L7 > m ® ROOF DRAIN BOUNDARY RIGHT—OF—WAY ADJOINER EASEMENT SETBACK ---------- STRUCTURE ASPHALT GRAVEL Go CONCRETE RETAINING WALL > RIPRAP w GUARDRAIL FENCE CHAINLINK FENCE WOOD POST WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER FLOWLI N E STORM PIPE ®®®®®®®®®® EXISTING CONTOUR 61 bb - SPOT ELEVATION X(58.01) SLOPE OR GRADE DRAINAGE FLOW DIRECTION W^ p � ZI clo �� z �- X. W = 5890@ PROPOSED UTILITY CONNECTION Nw C. I& Al AAd DOOR' O DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER e TRASH CONTAINER 1 rAr\ Ir•. 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 PROPOSED 61581 X 58.66 2.0% 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5888 5884 5880 co Lo rn Lij 0 > PVI STA: 11+00.04 PVI ELEV: 5895.77 K: 223.46 LVC: -00.00 0 0 O U mm 04 ,ri 00 w U m .1 O 0)K: (j) U-) (/) W > > Lu LOW PT. STA: 8+43.36 LOW PT ELEV: 5893.22 PVI STA: 8+25.04 PVI ELEVrl): 5892.70 50.66 LVC: 150.00 � 0 Lo + L7 > m ao o Ln 0)± 00 Go U U > w rn 00 L0 rn 00 rn L-ri rn 00 L c� O 00 r. gyri rn 00 v7 00 ori °� 00 r. gyri rn� 00 v7 j v7 00 v. rn 00 v7 � °� 00 O r� rn 00 v7 00 O 00 O �t rn 00 L0 r�i °� 00 r7 rn 00 v7 N rri °� 00 r7 n rn 00 v7 I rri °� 00 ao n rn 00 v7 0O �t rn 00 4 rn 00 07 L0 rn 00 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 PROPOSED 61581 X 58.66 2.0% 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5888 5884 5880 I \ \ I GRAPHIC SCALE 20 0 10 20 40 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5890 10 0 (IN FEET) 1 inch=10 ft VERTICAL (IN FEET) 1 inch = 20 ft. 80 TRAIL PROFILE 5' WIDE GRAVE PL RIMITIVE PEDESTRIAN RIVER ACCESS PATH I ' II I I o I SOT Cl 5go i I � I / I / II I � I / I I / 00 "l 13 , — �00 Ail— C,4 N .5890 LEGEND EXISTING PROPOSED QD STORM MANHOLE © GAS METER / UTILITY CONNECTION OQ DRY WELL TELEPHONE PEDESTAL jaw C. I& co SANITARY CLEAN—OUT t LIGHT POLE A11�531hd Q SANITARY MANHOLE -o, UTILITY POLE DOOR N7 §INLET FIRE HYDRANT � DOOR DRY WELL pd WATER VALVE �� —SIGN Ill INLET _"& COLLAR ® DOWNSPOUT © WATER MANHOLE MONITORING WELL ® ROOF DRAIN ® SCUPPER WELL ® DOWNSPOUT '°' TRASH CONTAINER ® ROOF DRAIN BOUNDARY — RIGHT—OF—WAY — — ADJOINER EASEMENT ---------- SETBACK — — — — — — — — — — ---------- STRUCTURE ASPHALT GRAVEL / CONCRETE -'" ; T :. ;� : T' '•, .. t ..�. .: RETAINING WALL RIPRAP GUARDRAIL o FENCE CHAINLINK FENCE WOOD POST 13 0 13 WIRE FENCE X X CENTERLINE ROAD — CURB AND GUTTER FLOWLI N E > STORM PIPE ■■■■■■■■■■ KEY MAP LEGEND EXISTING PROPOSED CONTOUR _6158— SPOT 6158 SPOT ELEVATION X(58.01) X58.66 SLOPE OR GRADE 1-81 2.07. DRAINAGE FLOW DIRECTION I 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5890 1.57% O co OO - N� (D OO O O O vi 0 OO O O - .n OO O O 1. OO O O O n OO O O 00 N N NN OO O O O �N O O O N O O O O O 1 1 . O O O O ( 00 6 00C6 OO co 00 ) 0 o0 O OOO co co aNo 00 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 5896 5892 5890 'l/ s POND 6 I / I so \ I �So \ I 1 I so , \ 1 \ l o ^Cv \ \ ego 00 a, �� + p QTRco _ o 4 r, M —> M `O W� -5910 _5900 LEGEND �\ EXISTING (D) STORM MANHOLE © GAS METER DRY WELL TELEPHONE PEDESTAL � co SANITARY CLEAN—OUT LIGHT POLE SANITARY MANHOLE UTILITY POLE FIRE HYDRANT DOOR D4 WATER VALVE �� SIGN WATER MANHOLE MONITORING WELL \ / WELL 0 DOWNSPOUT ROARING FORK RIVER Ro ROOF DRAIN BOUNDARY RIGHT—OF—WAY ADJOINER / EASEMENT SETBACK ---------- STRUCTURE ASPHALT GRAVEL GRAPHIC SCALE 20 0 10 20 40 (IN FEET) 1 inch = 20 ft. 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 10 0 (IN FEET) 1 inch=10 ft VERTICAL 80 TRAIL PROFILE KEY MAP CONCRETE RETAINING WALL RIPRAP GUARDRAIL FENCE CHAINLINK FENCE WOOD POST WIRE FENCE CENTERLINE ROAD CURB AND GUTTER FLOWLINE STORM PIPE ■ ■ ■ ■ ■ ■ ■ L. EXISTING CONTOUR —6158— SPOT ELEVATION X(58.01) SLOPE OR GRADE 1-81 DRAINAGE FLOW DIRECTION 7 V) P ON/ 59C PROPOSED / UTILITY CONNECTION New oI& AAMAd �j DOOR O DRY WELL INLET ❑ INLET —"& COLLAR os DOWNSPOUT ED ROOF DRAIN sc SCUPPER H TRASH CONTAINER I'i�'s�� °, � i � �,e �ii• i ,a� �e ;•�.s�, S' • � i, �+s °��i,1 1 0 o LEGEND 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 > PROPOSED X58.66 2.0% 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 HIGH PT. STA: HIGH PT EL PVI STA: PVI ELEV: 22+61.04 V: 5923.87 22+25q 5924.00 r- Q,In -It 0) Be.04 o o _ � rn PVI STA: 20+000 u� PVI STA: 19+00.04 -It N es.04 PVI ELEV: 5920.00 0 PVI ELEV 5908.31 0 r� In Q, In 0 N O N W U W U W UU m U> U m U> w m w m m 1.787 I r7 n C14 O r7 n N O O N O N� N O r7 N N O N O rn O N O O 00 - C7) Lq n - O 00 O 0) O r - O CY) 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 > PROPOSED X58.66 2.0% 5948 5944 5940 5936 5932 5928 5924 5920 5916 5912 5908 5904 5900 'Illllll" I1111111 � I III 1 1 1 1 POND 7 I � \ 1111111 � 92 I 1 I I � 111111 \ \ 5928 I I 1 \ IIII111� I I � 1111111 I 1 1 11111 \ � 1 \ I 111 \ \\\11 I I 5g2 \ I \\` I PHASE 1 TRAIL END; l FUTURE TRAIL THROUGH \ \ \ \\ \\\ \ PARCEL F TO BE COMPLETED / 0. / AT BUILDING PERMIT r' R. o lot 024+12 0�F4 5920 \ ` Lo -5910 5900 , 5890— GRAPHIC 890 GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) 1 inch = 20 ft. 5960 5956, c 5952 (.1 c 5948 5944E c 5940 C 5936 C 59320 5928 5924 5920 5916 5912 5910 10 0 (IN FEET) 1 inch=10 ft VERTICAL TRAIL PROFILE 26+00 25+50 25+00 24+50 24+00 C KEY MAN CYIQTIAIt--** QD STORM MANHOLE OQ DRY WELL co SANITARY CLEAN-OUT Q SANITARY MANHOLE v FIRE HYDRANT pd WATER VALVE I Cf-_%CAIP'% © GAS METER TELEPHONE PEDESTAL LIGHT POLE -o, UTILITY POLE �n DOOR —a-- SI GN © WATER MANHOLE @ MONITORING WELL �t 0 WELL LOW PT. STA: 24+16.17 LOW PT ELEV: 5923.47 SLOPE OR GRADE ® ROOF DRAIN DRAINAGE FLOW DIRECTION BOUNDARY o PVI STA: 24+50.04 � PVI ELEV: 5923.35 �t 0)00 00 vi RIGHT-OF-WAY ADJOINER o N K: 55.74 o N SETBACK ---------- Lo Lo LVC: 100.00 � Lo STRUCTURE N 5956 N GRAVEL U W W CONCRETE W U > N RETAINING WALL 5948 RIPRAP o 5944 w m cfl 5940 WIRE FENCE X CENTERLINE ROAD N CURB AND GUTTER 5936 FLOWLI N E rn ■■■■■■■■■■ 5932 I I W J W 0 0 co co 6 4 N N vi N N N N N 07 07 Lo 07 07 26+00 25+50 25+00 24+50 24+00 C KEY MAN CYIQTIAIt--** QD STORM MANHOLE OQ DRY WELL co SANITARY CLEAN-OUT Q SANITARY MANHOLE v FIRE HYDRANT pd WATER VALVE I Cf-_%CAIP'% © GAS METER TELEPHONE PEDESTAL LIGHT POLE -o, UTILITY POLE �n DOOR —a-- SI GN 5928 5924 © WATER MANHOLE @ MONITORING WELL CONTOUR 0 WELL ® DOWNSPOUT SLOPE OR GRADE ® ROOF DRAIN DRAINAGE FLOW DIRECTION BOUNDARY RIGHT-OF-WAY ADJOINER EASEMENT SETBACK ---------- 5960 STRUCTURE ASPHALT 5956 GRAVEL 5952 CONCRETE --' RETAINING WALL 5948 RIPRAP GUARDRAIL 5944 FENCE CHAINLINK FENCE WOOD POST 5940 WIRE FENCE X CENTERLINE ROAD CURB AND GUTTER 5936 FLOWLI N E STORM PIPE ■■■■■■■■■■ 5932 5928 5924 CONTOUR 5920 SPOT ELEVATION SLOPE OR GRADE 5916 DRAINAGE FLOW DIRECTION 5912 5910 PROPOSED /- UTILITY CONNECTION Nv C. I& A11�531hd DOOR N7 O DRY WELL INLET O INLET _"& COLLAR ® DOWNSPOUT ® ROOF DRAIN ® SCUPPER H TRASH CONTAINER o • o 13 13 cl- x I Gt_%_GAII"1 EXISTING PROPOSED 6158 X (58.01) X 58.66 2.9 SECURE TOP EDGE OF EXACT LOCATION OF SEDIMENT FILTER CLOTH TO FENCE NOTES: FENCE TO BE STAKED IN THE FIELD WIRE FENCE 1. PAVEMENT REPLACEMENT SHALL MEET EXISTING BY THE CONTRACTOR AND APPROVED THICKNESSES AND KIND WITH THE FOLLOWING MINIMUMS, BY THE ENGINEER PRIOR TO FILTER CLOTH UNLESS OTHERWISE SPECIFIED ON THE PLANS. CONSTRUCTION. ASPHALT SURFACING = 4" MIN., AGGREGATE BASE COURSE = 6" MIN. SUBGRADE BASE COURSE = 12" MIN. ,/\ j\\\' 2. IF PIPE IS NOT UNDER ROAD SURFACE OR ALLEY WAY, REPLACE 3' /\\�/\�j/�\r\�// TRENCH MATERIAL COMPACTED TO 90% STANDARD PROCTOR, TOP 12" TO BE TOPSOIL, AND REVEGETATE. 5 FEET \� � ,\ VARIES EXISTING ASPHALT TO \�2\\/ U BURY TRAILING EDGE OF 12" (TYP.) BE SAWCUT (TYP.) FILTER CLOTH IN TRENCH A MINIMUM OF 6". DEPTH OF ASPHALT & BASE COURSE COMBINED POST POST SLOPE TRENCH WALLS FOR 10' (APPROX.) FILTER CLOTH Of SAFETY PER CURRENT OSHA GRAVEL Ljj o TOPSOIL FENCE & COSH REQUIREMENTS U 0o SELECT MATERIAL COMPACTED TO 95% IF LOCATED IN ROADWAY EASEMENT. COMPACTED TO 90% IF =v) LOCATED IN OTHER EASEMENTS, LOTS OR SPACES, UCLASS 6 AGGREGATE BASE COURSE OR PIT RUN o¢ WILL BE REQ'D IF THE ENGINEER DETERMINES THAT z THERE IS NO SUITABLE SELECT MATERIAL ON SITE. MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST OF Be STANDARD WOVEN LIVE—STOCK WIRE, A MINIMUM OF 36" IN HEIGHT, A MINIMUM OF 14—GAGE WIRE, WITH A O MAXIMUM MESH SPACING OF 6 "; POSTS SHALL BE EITHER WOOD OR STEEL, MINIMUM LENGTH OF 5'. 3/4" SCREENED ROCK BEDDING MATERIAL OR AS DIRECTED BY THE ENGINEER_ SEDIMENT CONTROL FENCE N.T.S. POINT A ENTRENCH POINTS A MUST BE HIGHER THAN POINT B SECTION D—D EROSION LOG DETAIL DITCH INSTALLATION N.T.S. NT A G DEFINITION A STONE STABILIZED PAD LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. PURPOSES TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. NOTE: ONLY APPLICABLE FOR SITES GREATER THAN 2 ACRES IN SIZE. VEHICLE TRACKING CONTROL N.T.S. 2"x2"x3' STAKES m ? Bc+12" TRENCH CROSS SECTION N.T.S. ROTOMILL 1' WIDE ON EXISTING ASPHALT FOR TOP LIFT OF NEW ASPHALT TO OVERLAY INTO. SAWCUT LINE 36" FRONT EDGE OF /-FRONT & GUTTER ///EXISTING j /ASPHALT FULL—DEPTH ASPHALTIC CONCRETE ASPHALT PATCH PARKING EXISTING 12" EXISTING/ DO NOTE: BASE �0 00 Z NEW BASE 0 00 SEE PAVING DETAIL FOR STANDARD PROCTOR CONSTRUCTED FROM ROCK STRIP ALL TOPSOIL AND RECOMPACT ASPHALT AND BASE INFORMATION. \// SEE GEOTECH RECOMMENDATIONS BALES EMBEDDED SAWCUT LINE T—TOP ASPHALT PATCH DETAIL N.T.S. PROPOSED CONCRETE PAVEMENT 6x6 W1.4/1.4 WELDED WIRE MESH EXISTING ASPHALTIC PAVEMENT SAWCUT EXISTING ASPHALT SLOPE VARIES PROPOSED BASE COURSE EXISTING BASE COURSE LSTRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR BELOW SUBGRADE IN AREAS UNDER CONCRETE FLATWORK. CONCRETE PAVEMENT SECTION N.T.S. PAVEMENT CLASS 6 AGGREGATE BASE COURSE COMPACTED TO 95% STANDARD PROCTOR STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE A MINIMUM OF 8" DEPTH TO 95% STANDARD PROCTOR. REFER TO GEOTECHNICAL REPORT. PAVEMENT CLASSIFICATION FULL—DEPTH ASPHALTIC CONCRETE PORTLAND CEMENT CONCRETE PARKING 4" 6" ROADS 4" 6" PAVEMENT SECTIONS- N.T.S. ECTIONSN.T.S. 6" (TYP.) — 5' 4000 PSI CONCRETE W/ FIBER MESH PLAN CROSS SLOPE (TYP) TOWARDS ROAD. \ a ° NOTE: GENERAL NOTES 1. CONCRETE PAVEMENT SHALL BE BID AS AN ALTERNATIVE. PAVEMENT THICKNESS (T), SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. PAVEMENT THICKNESS (T) TIE BAR SIZE DOWELL BAR DIAMETER T <_ 8 IN. No. 4 1 IN. COURSE COMPACTED TO 95% INLET PROTECTION CAN BE Z J STANDARD PROCTOR CONSTRUCTED FROM ROCK STRIP ALL TOPSOIL AND RECOMPACT Ca BALES EMBEDDED SOCKS, SEDIMENT CONTROL SUBGRADE A MINIMUM OF 8" DEPTH TO 95% 6" CLASS 6 AGGREGATE BASE COURSE 4" TO 6" LOGS, SILT FENCE, OR OTHER STANDARD PROCTOR COMPACTED TO 95% STANDARD PROCTOR 0 MATERIALS APPROVED BY THE SURFACE AND ROAD BASE SECTION JUZU�jQ _ LOCAL JURISDICTION. AREA ¢ J PER HP—KUMAR GEOTECHNICAL ENGINEER. INLET PROTECTION INLETS CAN ALSO IN PROTECTED BY OVER—EXCAVATING AROUND CONCRETE SIDEWALK DETAIL THE INLET TO FORM A SEDIMENT N.T.S. TRAP. V N.T.S. GENERAL NOTES 1. CONCRETE PAVEMENT SHALL BE BID AS AN ALTERNATIVE. PAVEMENT THICKNESS (T), SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. PAVEMENT THICKNESS (T) TIE BAR SIZE DOWELL BAR DIAMETER T <_ 8 IN. No. 4 1 IN. THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND GUTTER SHALL BE SAWED TO THE SAME DEPTH AS THE PAVEMENT. BOTTOM OF SAW CUT �I I� JOINT SEALANT • Md• 1" IN. ' 4< .. a .°... .y2 ° •d °..d .id ° �. • •. d • ° 112".0 BACKER°ROD' A. SEAL AT CONSTRUCTION JOINT C A KEYWAY IS ALLOWED TO '. SC ''' �— �2 S ' .. .. ° EA_ TIE BARS FACILITATE USE OF BENT, o'�.. 30" CTRS. T GRADE 40 TIE BARS OR 1.1�2� 2 i �2" .. •Sa ' :• APPROVED TWO PIECE T 15. , .. CONNECTORS p• .. A. p:'.:• ; '•'j,: T�2 'TIEABARS r�.�•...�'..,'. T�p ...1�2 e°' ;. a:. .. _ UNTIED LONGITUDINAL LONGITUDINAL TRANSVERSE CONSTRUCTION JOINT CONSTRUCTION JOINT CONSTRUCTION JOINT JOINT DETAILS N.T.S. 1/8" — 1/4" 1/4 OF SLAB DEPTH 1/4" R (TYP.) a a ` a d d., d e d. d' ° q<A NOTE: LOCATION OF CONTRACTION JOINTS TO BE EVERY 5 FT. IN SIDEWALK AND EVERY 10 FT. IN CURB AND GUTTER AND CONCRETE PAVING. STANDARD CONTRACTION JOINT N.T.S. WIDTH PER PLAN 4500 PSI CONCRETE SEE GEOTECH RECOMMENDATIONS 1"/FT. MAX FDEPTH NOT io TO EXCEED 2" 1 d a STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT 6x6 W1.4/1.4 WELDED WIRE MESH SUBGRADE A MINIMUM OF 8" DEPTH TO 95% 6" CLASS 6 AGGREGATE BASE COURSE STANDARD PROCTOR. COMPACTED TO 95% STANDARD PROCTOR CROSS PAN DETAIL. N.T.S. STEEL PIPE FILL WITH CONCRETE D SURFACE BOLLARD DETAIL N.T.S. 1.5" V-6" 4.5" 6" LLL 1 711) F- 1.5»f A i 18" DIA. CONCRETE FOOTING LEGEND FOR RADII A = 1/8- B /8"B = 1-1/2" C = 1-1/2' — 2" d0 O BASE COURSE CONTINUED FROM STREET STANDARD CURB & GUTTER N.T.S. 2' STANDARD CURB & GUTTER O!! aia°. Yhjpkn qvll h L_A_ Firs umpl_ _ -- 8' P■ dJ�k 1 EIS WIFT ��rf7fI #, aft r 1�2 �. PIPE �r�ltit�f�� phut PIP* 1 - �N 20, 4 .+ F C bn� r std _ Farm InoLj EMERGENCY ACCESS GATE WITH LOCK BOX OR EQUIVALENT. N.T.S. 12' LANE 60' R.O.W. 12' LANE 4" ASPHALT 4:1 I 2% J STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% STANDARD PROCTOR TYPICAL 24' ROAD SECTION FLYING M RANCH ROAD N.T.S. 2' STANDARD CURB & GUTTER VA RIES STRIP AL RECOMPACT E DEPTH OF 8" TO S TYPICAL 22' ROAD SECTION UPPER & LOWER ACCESS ROADS N.T.S. 30' ACCESS & UTILITY EASEMENT 40' ACCESS & UTILITY EASEMENT 3' WIDE SWALE 0.5' DEEP � 2: 11 STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% STANDARD PROCTOR I TYPICAL 20' ROAD SECTION EMERGENCY ACCESS ROAD N.T.S. 10' TRAIL 6" CONCRETE MATCH EXISTWG STRIP ALL TOPSOIL, SCARIFY AND RECOMPACT SUBGRADE TO A MINIMUM DEPTH OF 8" TO 95% STANDARD PROCTOR 2' STANDARD CURB & GUTTER O U) W W Q 0 ..1 12" CLASS 6 AGGREGATE BASE Z � OJ COURSE COMPACTED TO 95% Z J STANDARD PROCTOR � J 'r Ca Q STANDARD PROCTOR } m m o Cq J NOTE z Y 0 W SURFACE AND ROAD BASE SECTION JUZU�jQ _ ¢ J PER HP—KUMAR GEOTECHNICAL ENGINEER. o o V Z moo --i Z J in U 20' W~__0`"r0r��M�MW Z 2' STANDARD <U) = i..i O 0 CURB & GUTTER Q� 0 0) W WODh O�WZC9 iii [- 0 O v U) u 0 U U J W � O � Z VARIES Z ' }mh U w loco z I`, Y Q 00 ��" 8" CLASS 6 AGGREGATE BASE 0 COURSE COMPACTED TO 95% STANDARD PROCTOR m 0 O Z hZ>s NOTE '� �W� j W 1. SURFACE AND ROAD BASE SECTION PER HP—KUMAR GEOTECHNICAL ENGINEER. O �- (' Z 2. SEE SHEET C2-02 FOR DETAILED CUT/FILL SLOPES & WALL LOCATION. f 4 0 v = x a c� Z 3' WIDE SWALE 0.5' DEEP 3' WIDE SWALE 0.5' DEEP V PR\ES / Z � O= J 8" CLASS 6 AGGREGATE BASE � a: O COURSE COMPACTED TO 95% Q STANDARD PROCTOR 0 '� 3' WIDE SWALE 0.5' DEEP V PR\ES / `RETAINING WALL HEIGHT VARIES, Ld ENDS AT TRAIL STA. 5+35 u d J 6" CLASS 6 AGGREGATE BASE 0- LL COURSE COMPACTED TO 95% STANDARD PROCTOR PROJECT NO. 2151007.00 TYPICAL 10' TRAIL SECTION N.T.S. NOTE 1. SURFACE AND ROAD BASE SECTION PER HP—KUMAR GEOTECHNICAL ENGINEER. 2. SEE SHEET C2-02 FOR DETAILED CUT/FILL SLOPES & WALL LOCATION. C7-01 J U)' j (L 0 NOTE O '� ~ J SURFACE AND ROAD BASE SECTION Z m 0 W PER HP—KUMAR GEOTECHNICAL ENGINEER. JUZU�jQ --i Z J m< U W~__0`"r0r��M�MW <U) = V w w�ZOU)W Z O�WZC9 U) U J ,Q `RETAINING WALL HEIGHT VARIES, Ld ENDS AT TRAIL STA. 5+35 u d J 6" CLASS 6 AGGREGATE BASE 0- LL COURSE COMPACTED TO 95% STANDARD PROCTOR PROJECT NO. 2151007.00 TYPICAL 10' TRAIL SECTION N.T.S. NOTE 1. SURFACE AND ROAD BASE SECTION PER HP—KUMAR GEOTECHNICAL ENGINEER. 2. SEE SHEET C2-02 FOR DETAILED CUT/FILL SLOPES & WALL LOCATION. C7-01 4'-3 1/2" Iam- B CD z Q o_ co a 8" i B PLAN OF TYPE 13 INLET FOR CROSS PAN N.T.S. 4'-3 1/2" NEENAH R-3382 FRAME & GRATE D CU. YD. B LB. 3'-0" 1.3 72 4 D • 35 1/2- /2"16" D ------------- 5 16" 1.8 104 D ' • D MAX. iu D ° D • d D a • s D ' a D D' a 4% ' • D'a• D D d 8 GENERAL NO ES 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE OR PRECAST. 2. CAST -IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. 3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/41N. 4. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. 5. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3 FT. -6 IN. AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. 4'-0" NEENAH R-3382 1 r • � FRAME & GRATE d $" i 61/4 8" a 19 1/2" c�_ ° 8" u7 +I LLJ a d. � d ° a . d d d ° 403 @ 8" O.C. 402 0 8"O.C. SECTION A -A SECTION B -B N.T.S. N.T.S. 1' Y 403 401 Y Y 402 I, X ,I ALL DIMENSIONS ARE OUT -TO -OUT OF BAR. BENDING DIAGRAM N.T.S. QUANTITIES H REINFORCING CONCRETE STEEL NO. OF 401 BARS REQ'D. CU. YD. B LB. 3'-0" 1.3 72 4 3'-6" 1.5 76 4 4'-0" 1.6 90 5 4'-6" 1.8 104 6 5'-0" 1.9 109 6 5'-6" 2.1 122 7 6'-0" 22 136 8 6'-6" 2.4 141 8 7'-0" 2.5 154 9 7'-6" 2.7 168 10 8'-0" 2.8 173 10 8'-6" 3.0 187 11 9'-0" 3.1 200 12 9'-6" 3.3 205 12 10'-0" 3.4 219 13 e INCLUDES 1% FOR OVERRUN. NOTE: CONCRETE QUANTITIES INCLUDE VOLUME OCCUPIED BY PIPE. BAR LIST FOR H=3'-0" MARK NO. REQ'D. DIMENSIONS LENGTH X Y 401 4 3'-6" 2'-2" 13'-4" 402 2 3'-41/2. 2'-6 1/2, 8'-5 1/2. 403 5 2'-1 /2. 2'-7" 7'-21 /2 *ADD 6 IN. TO THIS DIMENSION FOR EACH 6 IN. INCREASE OF "H" OVER 3 FT. -0 IN. NOTE: SEE PLAN DETAILS FOR LOCATION AND SIZE OF PIPE. ♦ WHEN BITUMINOUS MATERIAL IS TO EXTEND TO THE EDGE OF THE GRATING FRAME, CONCRETE MAY BE DEPRESSED. TYPICAL CONCRETE INLET TYPE 13 DETAILS N.T.S. INSTALL 9" (d50) NOMINAL RIP -RAP, HAND PLACED 18" THICK OVER FILTER FABRIC. ROUNDED RIVER ROCK MAY NOT BE USED. (SEE GRADING AND DRAINAGE PLAN) CONCRETE HEADWALL OR WEIR nL_iv_r\ rr%Qr\lk, RIP -RAP AT CULVERT & WEIR OUTLET N.T.S. SECTION A- A SLOPE INSTALLATION LIP OF GUTTER/EDGE OF ASPHALT IS CONSISTENT ALONG WITHIN AND BEYOND THE CURB INLET BOX ADJUSTABLE CURB BOX 3" ASPHALT PAVEMENT 23-1/2" a of GROUT q- `n 12-#4 6"o.c ND �.. 31 2 x 4 BE 4'A KEY IN #4 @ 18" ° a &° o.c. x 20" •: LONG SLOPE TO to OUTLET ;AA a -7-* 77 ° A co OUTLET PIPE 8" 24" SECTION B -B TYPICAL CURB INLET DETAILS N.T.S. n) 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 USA 1-800-772-2040 CANADA 1-800-448-2040 www.nagreen.com MIRIFI 140N WRAPPED---- AROUND RAPPED)AROUND WASHED ROCK PERFORATED RISER SECTIONS) STORM SEWER PIPE PER PLAN 30" MIN. 12" 24" m OUTLET TIMBER WEIR N.T.S. 2 TO 1 (MAX) TO MATCH EXISTING GRADE DEPTH PER PLAN 1 4 4 4" TOPSOIL REVEGETATE AREAS OF DISTURBANCE 2 TO 1 (MAX) TO - MATCH EXISTING GRADE �� DRAINAGE SWALE N.T.S. INLET FRAME & GRATE TYPICAL GRASSED (V r 24" AREA 1MIN. TOPSOIL GRADE RINGS OF EQUAL HEIGHT CONE SECTION 2 SOLID \ �\ CONE SECTION ° 1-1 / o 2" CRUSHED ° o oo o STONE , ° f 5" o ° ° °o °o! e _° °°o °°° ° o NOTE: 1. PRECAST MANHOLE SECTIONS TO MEET ASTM C-478 2. BACKFILL EXCAVATION AROUND STRUCTURE WITH COMPACTED 1-1/2" CRUSHED STONE, TO TOP OF PERFORATED SECTIONS. 3. OVERALL DEPTH, MINIMUM OF 12'. 4. PERFORATED SECTION, 5 FT. MINIMUM INTO PERVIOUS ALLUVIUM. PRECAST CONCRETE DRY WELL N.T.S. PERFORATED RISER SECTION(S) 6' PERFORATED INTO PERVIOUS GRAVEL z O W W 0 ..1 J } m z z r m Ca o Ld 2 U 00 �_ (0 Ld Q Q 2'-4" WARP TO MATCH r�. V Z B CURB BOX FACE a: Z Z BACK OF '''�^^ li! O O�m W -006 1 W [_00) CURB Z`)u--tUt� W � V sly V Ff .. z FLOWLINE }-mp, ww dIor A.i a .1 1 dol 0 A� _ m Z~ZN D �- .. ��z JUZ�aW 0 6" 1�17 . _ x a FORMED OPENING VARIES CALOLRABEDFOREI YOU DIG Z mzwai~0 < noW >-- E PER DRAINAGE STUDY Utility Notification W< LL. z U) FINISH Center of Colorado ° NEENAH R-3067-VARIES GRADE U) M� w V FRAME AND GRATE �<< 0100 W.S. W d ' "° a. LL. 1 Qw4cv W.S. m J 8" VARIES, �,� VgRIES <.. POND .. CONSTRUCTION --_---_-- ,.<.. -JOINT REQ'D. AT EACH END VARIES ASPHALT PAVEMENT I I A I I PER PLAN SECTION A- A SLOPE INSTALLATION LIP OF GUTTER/EDGE OF ASPHALT IS CONSISTENT ALONG WITHIN AND BEYOND THE CURB INLET BOX ADJUSTABLE CURB BOX 3" ASPHALT PAVEMENT 23-1/2" a of GROUT q- `n 12-#4 6"o.c ND �.. 31 2 x 4 BE 4'A KEY IN #4 @ 18" ° a &° o.c. x 20" •: LONG SLOPE TO to OUTLET ;AA a -7-* 77 ° A co OUTLET PIPE 8" 24" SECTION B -B TYPICAL CURB INLET DETAILS N.T.S. n) 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 USA 1-800-772-2040 CANADA 1-800-448-2040 www.nagreen.com MIRIFI 140N WRAPPED---- AROUND RAPPED)AROUND WASHED ROCK PERFORATED RISER SECTIONS) STORM SEWER PIPE PER PLAN 30" MIN. 12" 24" m OUTLET TIMBER WEIR N.T.S. 2 TO 1 (MAX) TO MATCH EXISTING GRADE DEPTH PER PLAN 1 4 4 4" TOPSOIL REVEGETATE AREAS OF DISTURBANCE 2 TO 1 (MAX) TO - MATCH EXISTING GRADE �� DRAINAGE SWALE N.T.S. INLET FRAME & GRATE TYPICAL GRASSED (V r 24" AREA 1MIN. TOPSOIL GRADE RINGS OF EQUAL HEIGHT CONE SECTION 2 SOLID \ �\ CONE SECTION ° 1-1 / o 2" CRUSHED ° o oo o STONE , ° f 5" o ° ° °o °o! e _° °°o °°° ° o NOTE: 1. PRECAST MANHOLE SECTIONS TO MEET ASTM C-478 2. BACKFILL EXCAVATION AROUND STRUCTURE WITH COMPACTED 1-1/2" CRUSHED STONE, TO TOP OF PERFORATED SECTIONS. 3. OVERALL DEPTH, MINIMUM OF 12'. 4. PERFORATED SECTION, 5 FT. MINIMUM INTO PERVIOUS ALLUVIUM. PRECAST CONCRETE DRY WELL N.T.S. PERFORATED RISER SECTION(S) 6' PERFORATED INTO PERVIOUS GRAVEL z O W W 0 ..1 J } m z z r m Ca o Ld 2 U 00 �_ (0 Ld Q Q J r�. V Z V � a: Z Z Q '''�^^ li! O O�m W -006 1 W [_00) 0 Z`)u--tUt� W � V sly V � z' z }-mp, ww dIor >. .1 1 dol 0 _ m Z~ZN D �- .. ��z JUZ�aW 0 V _ x a Z mzwai~0 < Z � -> a: 0 Q .< J J W 0 >. .1 1 zM0Wd JUZ�aW -1� 00 mzwai~0 < noW >-- E 0 z Z W< LL. z U) 0 ZO U) M� w V W d J a. LL. PROJECT NO. 2151007.00 C7.02 DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS OO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18" TO BE REMOVED FROM BAC TILL NO ROCK ALLOWED GREATER THAN 6" 12" SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS VARIES TRENCH BACKFILL 12' ti NO ROCK ALLOWED GREATER THAN 6" REDDING ZONE SEE BELOW L PIPE SUBGRAOE, STABILIZATION 4'•' MATERIAL IF REQUIRED TRENCH BACKFILL PIPE SUBGRADE WATER PIPE BEDDING BEDDING 1/4 C -D_, e" MIN ' I Z } 0 m o Y 2 U A J 1U MH FRAME AND COVER HS20 SEWIE UNE Z FLOW LOADING RATED OR EQUAL. • 22-1/2- LONG FOR SEWER SERVICE TAPS Z �- RADIUS BEND TO EXISTING LINES USE -FLOW. .A cl OR 45' BEND A FULL BODY WYE iI.*Iri 1- 00) W '. 0 CAST INTO COVER. STUBOUT APPLICATIONS (NO CLEANOUT) 7_ O Z�u SHALL HAVE A 3M LOCATING DISK RING & COVER -SET TO ■PARALLEL INSTALLED AT THE END OF STUSOUT. 0 ►ly V CENTER OF WYE BRANCH Vo Z TO BE PLACED IN UPPER ADJUST TD REQUIRED GRADE WITH A MAXIMUM THIRD OF SEWER MAIN }" op0 .mac o PROPERTY LINE 2-_0N OF SIX -2" THICK REINFORCED CONCRETE Lo IF WATERLINE IS 18' OR LESS ABOVE SEWER OR nZ� IJIN Z ~ZN 6' STEEL FENCE POST - 0W GROUT PAINT TOP 1' OF POST GREEN �'PERMA-JOINT' STOP OR EQUAL - 0 `) 5' STEEL FENCE POST AT END OF PRECAST ECCENTRIC CONE 2'-3" m<w UNE TO 4'-O' ABOVE GROUND - a PAINTED GREEN MH FRAME AND COVER HS20 IL 1.5• IT �I a 6" AT TOP TO 5' AT BOTTOM R 2 U I.T� qy" INSTALL 1" DIA. DOUBLE RAM-NEK (OR EQUAL) WITH THE WORD "SEWER" CAST II O W I SERVICE UNE -SEE SPECIFICATIONS 3� 24' INTO COVER GRADE - 1/4' PER FOOT MIN. Z _I HIGHER THAN P OUTSIDE. GROUT LIFT HOLES ON INTERIOR, INSTALL '�. (MIN) --, 3 M LOCATOR DISK 120' o OUTSIDE LIP 1 1/2" DIAMETER RAM-NEK ON MANHOLES LARGER NON -SHRINK RING & COKER -SET TO FLOW U PVC CAP OR THREADED PLUG GROUT PARALLEL FINISHED SURFACE V �30' F iy RECAST REINFORCED CONCRETE MANHOLE ADJUST TO REQUIRED GRADE WITH A SEWER SERVICE BARREL PER ASTM -C4713 MAXIMUM OF SIX -2" THICK REINFORCED CONNECTION 1. MINIMUM SEPARAIIDN BETWEEN TAPS SHALL BE 15" ¢ c ; CONC. GRADE RINGS SET IN NON -EXTEND J 2. BACKFILL UNDER WYE TO BE CLASS 6 AGGREGATE BASE COURSE. 957. COMPACTION DENSITY PER ASTM INTO MH �* BY FERNCD OR APPROVED EQUAL D-698. ji„ DET"L 'F� 6" TYP R,pa-.e ax , faa.' A'nAW Dff.AffS1 act« 121WI Ia @Uc AN ' I Z } 0 m o Y 2 U WATER LINE 10 GAUGE INSULATED J 1U MH FRAME AND COVER HS20 COPPER HIRE Z 10• 10• LOADING RATED OR EQUAL. • ENCASE JOINTS IN CONCRETE Z �- WITH THE WORD "SEWER" -FLOW. .A cl iI.*Iri 1- 00) W '. 0 CAST INTO COVER. 0 0) O Z�u - RING & COVER -SET TO ■PARALLEL W 0 ►ly V FINISHED SURFACE Z •� . .x ADJUST TD REQUIRED GRADE WITH A MAXIMUM N }" op0 .mac o SANITARY SEWER LINE 2-_0N OF SIX -2" THICK REINFORCED CONCRETE Lo IF WATERLINE IS 18' OR LESS ABOVE SEWER OR nZ� NON -SHRINK GRADING RINGS SET IN NON -SHRINK GROUT Z ~ZN CONCRETE ENCASEMENT. ENCASEMENT MUST EXTEND 0W GROUT UNTIL THE WATER AND SEWER PIPE ARE SEPARATED 0 `) 8Y WORE THAN 10 FEET. IN LIEU OF CONCRETE EN- PRECAST ECCENTRIC CONE 2'-3" m<w CASEMENT C900 PW PRESSURE RPE OR YELOMINE a HIGH WITH WALL THICKNESS CF MH FRAME AND COVER HS20 IL 1.5• IT �I a 6" AT TOP TO 5' AT BOTTOM LOADING RATED OR EQUAL. 2 U I.T� qy" INSTALL 1" DIA. DOUBLE RAM-NEK (OR EQUAL) WITH THE WORD "SEWER" CAST II O W I z INSIDE LIP TO BE JOINT GASKET AND GROUT JOINTS INSIDE AND 24' INTO COVER I.C. Z _I HIGHER THAN P OUTSIDE. GROUT LIFT HOLES ON INTERIOR, INSTALL '�. SANITARY SEWER LINE �• �,f• tl' CONCRE7E ENCASEMENT --, A HIGH DENSITY RUBBER o OUTSIDE LIP 1 1/2" DIAMETER RAM-NEK ON MANHOLES LARGER NON -SHRINK RING & COKER -SET TO CASING WITH 3/4" WIDE U a J" TM's 4$" GROUT PARALLEL FINISHED SURFACE V STEEL CASING THICKNESS AND F iy RECAST REINFORCED CONCRETE MANHOLE ADJUST TO REQUIRED GRADE WITH A COATING PER REGULATORY AGE CY BARREL PER ASTM -C4713 MAXIMUM OF SIX -2" THICK REINFORCED INSULATOR CO. MODEL W 2" FLEXIBLE PVC COUPLING (ASTM C-594-70) ¢ c ; CONC. GRADE RINGS SET IN NON -EXTEND J J COPPER PARE INTO MH �* BY FERNCD OR APPROVED EQUAL SHRINK GROUT ji„ SIM ENCAM WATIM UNE <�l 6" TYP ,•" PRECAST ECCENTRIC CONE 2'-3' 12 GAUGE INSULATED w J� 8" PIPE _ X 01 HIGH ALL THICKNESS F TOP TH VTO STEEL CASING---# z� MIN 7TH" FLOW g _. 5' A -r 5" AT BOTTOM •+ + QR APPROVED EQUAL F t .�7" 0.0 9' INSTALL 1" DIAMETER DOUBLE RAM-NEK SECTION e x MOUND OF :'<;'..� "•I•"rA • y:,. (4R EQUAL) JOINT GASKET AND GROUT n fiN PIPE ENCASEMENT M MORTAR $ JOINTS INSIDE AND OUTSIDE, GROUT LIFT HOLES ON INTERIOR, INSTALL 1 1/2- Ana V gx S=if&2= COMM MM, ZW. AV. RFA9D SrA?WARD MrAMS !Z,21;,u @fir PAI ALL MANHOLE IN PIPE STEPS PLASTICN C '`• Y: .' ' WYE FITTING ¢p I.D. P¢ DIAMETER RAM -NETS ON MANHOLES COATED MA '+' BACKFILL W TH SQUEGEE kMANHOLES LARGER THAN 48' INDUSTRIES MODEL _Y•�T=. MATERIAL UP TO WYE Lw o z PSI ASTMF.:. ,'� _ 6" 0•c C-478-94 OR "- FITTING or w a L� ' PRECAST REINFORCED CONCRETE APPROVED EQUAL ❑ z ac ■ MANHOLE BARREL PER m o 5 MIN 1Z" IZ" 12' MIN EACH ~ ~ HAND SHAPE AS oc ASTM -0478 o ALL MANHOLE STEPS "' TOP OF BENCH NECESSARY AROUND MIM /MIN DIRECTION My L z ei PLASTIC COATED " z 4" PIPE TO PROVIDE I CAST IN PLACE MA INDUSTRIES INSIDE LIP TO BE HIGHER ..•�; 124" • DRAINAGE i; J. :: (MIN) - WATERTIGHT FLEXIBLE MODEL PS1 ASTM THAN OUTSIDE LIP ti m RUBBER BOOT C-478-94 OR UNDISTURBED APPROVED EQUAL — - -'-.r •-�r '. EARTH TOP OF BENCH :•:..•. S Y HAND SHAPE AS OD — r: 90' SWEEP v NECESSARY AROUND CAST IN PLACE WATERTIGHT I I I S" MIN PIPE TO PROVIDE FLEXIBLE RUBBER BOOT ,u)DRAINAGE CONCRETGLWE CRADI . , TO SPRIN I MIN 12' COMPACTED 3/4PRE CAST MANHOLE BASE AND " $" SCREENED ROCK CAST -CO7SFir HIC iV FLOW I (MIN) fi'—�+ MONOLITFIRST ASTMREL .a ' $"'MIN MIN 12" COMPACTED 3/4-� �y SCREENED ROCK - - ` +• . ■aillf. STANDARD MANHOLE GENERAL NOTE 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST CI -318 SPECIFICATIONS 2. USE 5' I_D_ WHEN PIPE SIZE 15'- 24. PRE -CAST MANHOLE RASE AND FIRST BARREL SECTION CAST MONOLITHIC ASTM -C478 I SPAfM4JW U AMS [Rain: 12101V6 8w [AIM DROP MANHOLE GENERAL NOTES: 1, ALL CONCRETE WORK SHALL COMPLY WITH LATEST CI -318 SPECIFICATIONS 2. USE 5' I.D. WHEN PIPE SIZE 15" - 24' ia:• • - . '.. U.k .!>rF:+I�f4+]ice•+-1�gf�irC' �:,. :.i:.•,. .... .. .......- . � J:h i Y :. f. ;. � I .y ; + _.� r• ; ea WHEN LOCATED IN PAVI INSTALL ROAD SECTIO EDGE OF PIPE AND C TO SPEgFl UPPER 24. OF THE VERTICAL RISER SHALL BE CAST OR DUCTILE IRON, AND BE PLUGGED WITH A WATERTIGHT CAST IRON COMPACTED CLASS 6 MEN LOCATED IN UN -PAVED AREA THE CLEANOUT SHALL TERMINATE 4 INCHES BELOW GRADE �LL do COMPACT 'ECIFICATIDNS 4" PVC SEWER LINE, SEE -- PLAN FOR SIS WYE WITH 45' ELBOW (ALX, BELL FITTINGS) SEWER CLEAN-OUT 1. FOR SKIWAY APPUCATIONS WHERE MANHOLE AND RINGS ARE USED TO COVER CLEANOUT, 3M LOCATING DISK SHALL ALSO BE INSTALLED V TO 2' BELOW MANHOLE RING AND COVER +W�+� by srjk &rzmR &O"m JfSY&R !NL•. Ede: RfiYSUlaw-aerarlAa-5erwlLt7-DG RFWSV STAAWARD DETA&F CVM, 121=400 %, ZM_ i J m Z � 0 Z } 0 m o Y 2 U WATER LINE 10 GAUGE INSULATED J 1U 6 COPPER HIRE Z 10• 10• In V � ENCASE JOINTS IN CONCRETE Z �- OR IMPERMEA LE SLEEVE �'�/ cl iI.*Iri 1- 00) W '. 0 II�� Ia 0 0) O Z�u - U � W 0 ►ly V =� Z •� . .x MZ w > W is da V }" op0 .mac o SANITARY SEWER LINE ll IF WATERLINE IS 18' OR LESS ABOVE SEWER OR nZ� IF WATER LINE IS BELOW THE SEWER LINE, INSTALL Z ~ZN CONCRETE ENCASEMENT. ENCASEMENT MUST EXTEND 0W q -oz UNTIL THE WATER AND SEWER PIPE ARE SEPARATED 0 `) 8Y WORE THAN 10 FEET. IN LIEU OF CONCRETE EN- m<w CASEMENT C900 PW PRESSURE RPE OR YELOMINE a PRESSURE PIPE MAY BE 5UBSTITUTEO. rx V IL 1.5• IT �I U) WATER STOP 2 U I.T� U) W LL II O W I II I II I �� •.� 0 I.C. Z r SANITARY SEWER LINE �• �,f• tl' CONCRE7E ENCASEMENT --, A HIGH DENSITY RUBBER CASING WITH 3/4" WIDE U STAINLESS STEEL STRAPS. V STEEL CASING THICKNESS AND PIPELINE SEAL ,AND COATING PER REGULATORY AGE CY INSULATOR CO. MODEL W 12 CAME INSJLATEO OR ACCEPTED ECUAL. Q J J COPPER PARE WATER LINE Ll - - - - - - - - - - - — - - - - -- -- ]_ ji„ SIM ENCAM WATIM UNE <�l 12 GAUGE INSULATED COPPER HIRE STEEL CASING---# CASCADE SPACERS - QR APPROVED EQUAL SECTION e CONCRETE & STEEL PIPE ENCASEMENT DET"L X14 Ana V gx S=if&2= COMM MM, ZW. AV. RFA9D SrA?WARD MrAMS !Z,21;,u @fir PAI WHEN LOCATED IN PAVI INSTALL ROAD SECTIO EDGE OF PIPE AND C TO SPEgFl UPPER 24. OF THE VERTICAL RISER SHALL BE CAST OR DUCTILE IRON, AND BE PLUGGED WITH A WATERTIGHT CAST IRON COMPACTED CLASS 6 MEN LOCATED IN UN -PAVED AREA THE CLEANOUT SHALL TERMINATE 4 INCHES BELOW GRADE �LL do COMPACT 'ECIFICATIDNS 4" PVC SEWER LINE, SEE -- PLAN FOR SIS WYE WITH 45' ELBOW (ALX, BELL FITTINGS) SEWER CLEAN-OUT 1. FOR SKIWAY APPUCATIONS WHERE MANHOLE AND RINGS ARE USED TO COVER CLEANOUT, 3M LOCATING DISK SHALL ALSO BE INSTALLED V TO 2' BELOW MANHOLE RING AND COVER +W�+� by srjk &rzmR &O"m JfSY&R !NL•. Ede: RfiYSUlaw-aerarlAa-5erwlLt7-DG RFWSV STAAWARD DETA&F CVM, 121=400 %, ZM_ i J m Z � 0 Z } 0 m o Y 2 U 00 Lo Q 10 J 1U 6 O= Z In V � Z �- �'�/ cl iI.*Iri 1- 00) W '. 0 II�� Ia 0 0) O Z�u - U � W 0 ►ly V I Z MZ w > W is da V }" op0 .mac o 00 ll nZ� Z ~ZN 0W q -oz 0 `) m<w a rx V IL 0 IT �I U) lLl z0 O= }a0 Q mZ�JJ (L � 0 00 1 JJZ nZ� zJ� 0W m<w uw CO F- IL 0 U) lLl 2 U I.T� U) W LL U I< O W I 0 Z r cy) --, 0 U I.Ir V W Q J a ji„ PROJECT NO. 2151007.00 C7.03 FDUR 4 Na. 4 EPDXY COATED REBAR EMBED D 1B" INTO CONCRETE W/ ENDS DENT 90 DECREES AS SHOWN BOND BREAKER 4 MIL POLYETHYLENE PLASTIC (TYP) �SEE W-17 FOR 5121N0 YM71CAL THRUST BLOCK - SECiI N IL+ .r .f BUND BREAKER 4 MIL ~' POLYETHYLENE PLASTIC (TYP) MUM BEARING FACE AREA - FT (FOR 200 PSI RNAL PIPE PRESSURE) UNDISTURBED EARTH TEE - PLAN MINIMUM BEARING SURFACE (5F) FOR 200 PSI AND LESS SIZE BENDS BENDS TEE OR TEE OR 11-1/e 22-1/211 450 22-1 45� 900 DEAD EN❑1-3 6.2 11-4 2-5 5-0 9.0 6-4 WPPIPE11-1{'f 1.3 2.5 5.0 9.0 6.4 12.0 1.9 3.8 7.4 13.7 9.7 16, 2.7 5.•4 10.5 1E.3 13.7 9.0 1 17.9 1 4.7 9.3 9.1 33.6 23.6 20' 1 7.2 1 14.3 1 28.0 51.8 36.6 9NIMUM BEARING iURFACE AREA - iO FT (FOR 200 PSI VTERNAL PIPE PRESSURE) UNDISTURBED EARTH MINIMUM BEARING SURFACE AREA - 50 FT (FOR 206 PSI INTERNAL PIPE PRESSURE) E 4rff/f/ff��f�i_ MATEERIAL � ENARRT �RBED TYPICAL CRCM SECTICM MINIMUM BEARING SURFACE (SF) FOR 250 PSI AND LESS SIZE BENDS CONNECT VALVE TEE OR OF PIPE 11-1/e 22-1/211 450 900 DEAD EN❑ 6" 1.6 3L1 6.2 11-4 8-0 8' 1.6 3.1 6.2 11.4 5.0 10" 2.4 4.7 9.95 17.1 12.0 12" 3.4 6.7 13.1 24.2 17.1 16, 5.8 11.6 22.7 42 0 29.7 20' 9.0 1 17.9 1 35.0 1 64.8 1 45.8 NOTES: 1. FDR 200 PSI INTERNAL PRESSURE, INCLUDING WATER HAMMER 2. MEGAUIG RESTRAINTS MAY BE USED IN CONJUNCTION WITH THRUST BLOCKS WITH PRIOR APPROVAL FROM THE DISTRICT 3.MINIMUM AREA REQUIRED WILL BE THAT OF AN 5 --INCH MAIN 4. ALL THRUST BLOCKS SHALL BE FORMED. THE MINIMUM THICKNESS FORM MATERIAL SHALL BE 3/8" PLYWOOD 5. BEARING AREA BASED ON SOIL BEARING PRESSURE OF 2000 lb/of S. CONCRETE SHALL HAVE A 28 DAY COMPRESSION STRENGTH OF 3000 psi CONCRETE THRUST BLOCKS 4" 7TA'CK C6W PAO ARrOLM BOX 07,EN LOCATED IN "55 OR 049T s' ofF C1A.55' 8 AGGREGATE- - '. • . ". 54.W cWRSE C0&"C V TO 95X 5'TAAiY4RD PROCnW WllLVE 647�Y 12 GAUGE MULaTED COPPER TRACE WIRE 2" SOY.i+IRE 1 314' aELOW FINISHED GRADE dEE?° TYPE VAL VE BOX LID �DEHPIS GAP F#VJSH£D GRADE I litit MIN WEIGHT OF ANCHOR BLOCK CONNECT VALVE 90' BEND 45' BEND TRACER TAPE COLOR CODED 00 BLUE WITH "WATER LINE LOCATED 4' BELOW" PRINTED ON TAPE: 7YPE '30 47 "7 SCO7Cf1MARK" OR .APPROVED EQUAL 450# COMPACT BACKWLL TO 989 .SAdALL FAKE STANDARD PROCTOR TO SURFACE 900# TO SUPPORT VALVE 80X 6" ERTYPE 6660 SERIES TYPE TYREE PIECE 1B0 WIDE OVAL 84.5E OR 8" APPROVED EQUAL GATE VALrE--1 TYPICAL (BATE VALVE NOTES: 1. ALL VALVES ADJACENT TO FITTING SHALL BE MJ. IN LINE VALVES TO BE MJ x MJ. DESIGN LOCATIONS OF VALVES ARE OUTSIDE OF CONCRETE, CURB/GUTTER AND VAU_EY PANS. 2. INSTALLED VALVES VMICH CONFLICT WITH CONCRETE AREAS SHALL BE RELOCATED AT THE CONTRACTOR'S EXPENSE. *..h THIS DETAIL DOES NOT APPLY TO HYDRANT ASSEMBLY VALVES. 4, INSTALL VALVE STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VALVE BOK LID TO TOP OF NUT SHALL NOT EXCEED 6-0- & THE TRACER WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL VALVES AND FIRE HYDRANTS. THE MIRE SHALL BE EXTENDED TOWARDS THE GROUND ON THE OUTSIDE OF THE VALVE BOX UNTIL THE WIRE 15 WITHIN FOUR INCHES [,V) OF THE TOP OF THE LID, AT WHICH POINT IT SHALL BE BROUGHT BACK INSIDE THE BOX AND SECURELY FASTENED. SUFFICIENT SLACK IN THE OUTSIDE OF THE WIRE SHALL BE PROVIDED TO COMPENSATE FOR ANY FUTURE ADJUSTMENT TO THE VALVE BOX. 3a sly" COMPACTED CLASS 6 COPPER SERVICE LINE UNDISTUP SOIL PIPE SUBGRADE 12 GAUGE INSULATED - COPPER TRACE WIRE 5'-6" MINIMUM COVER FOR WATER MAINS TRENCH BACKFILL Y •2 r BEDDING ti ZONE t 6' MIN SERVICE STUB -OUT BEDDING 6' STEEL FENCE POST -- PAINT TOP 1' OF POST BLUE PROPER LINE ORAS STAKED I TYPE K COPPER PIPE CORPORATION STOP 4' ---\ BUFFALO TYPE CURB STOP SHAFT, LOCATED IN NCH -TRAFFIC AREA. IF LOCATED IN TRAFFIC AREA B' MINIMUM COVER THE CURBSTOP SHAFT MUST FOR SERVICE LINES BE TRAFFIC BEARING "CURB •-,CCIMPACTED CLASS 6 PLACE 3N LOCATING DISK CONCRETE BLOCK + +. i� BEARING ON UNDISTURBED SOIL WRAP MINIMUM OF 3' OF COPPER SERVICE UNE W/POLYETHYLENE ENCASEMENT GENERAL NOTES 0"AW N 1. CURB STOP TO BE LOCATED AT THE PROPERTY UNE OR AT THE EDGE OF EASEMENT -WHICHEVER IS CLOSER TO THE MAIN. 2. CURBSTOP - ALL FITTINGS SHALL BE COMPRESSION FITTINGS. 3. CURBSTOP - MANUFACTURER REFERENCE MUELLER 825204 OR APPROVED EQUAL. WATER SERVICE STUB OUT CONMCTO7R TO DEFLECT JOINTS STORM DRAIN AS REWRED TO MAINTAIN 18" I MIN 5]EPA2477C1N Wf NO ADDITIL6AWL H-4, N,,, -"-I HIGH POINTS OR LOW POINTS r'r--�1 CREA 70 `NEW 11lA7ERLf &- LINSULATIdN FOR WATERLINE (SEE IAISU VaV SECTION BELOW) ELEVA T10N WA TERLINECUL INERT CROSSING 4' CF POLYSTYRENE AYSULATICIN (LOCATED ALONG SIDES AND ON TOP OF PFE) NO SCALE LIGE INSOLATED COPPER 7AACE WRE 6 PER 7RENCH CROSS SE07MN` INSULA TION SECTION NO SCALE INSULATION DETAIL �L t'a, 17jkL7. IF:9lti�lil.14?- WATER MAIN MIN. 18" SEPARATION SEWER MAIN PROPOSED SURFACE MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN WATER LINES AND STORM SEWER /SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE, THE ELEVATION OF THE CROWN OF THE SEWER SHOULD BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF NEITHER OF THESE ARE POSSIBLE, CONSTRUCTION SHALL BE AS DIRECTED BY THE CITY. SEE ENCASEMENT DETAIL ON THIS SHEET. UTILITY SEPARATION DETAIL N.T.S. r 5 TYP. \PROVIDE 2 - 3/4" GREASED STEEL / TIE RODS WITH "STAR" TIE BOLTS ENCAPSULATED IN POLYETHYLENE SHEETING, OR "PROTECTO WRAP". BOLT VALVE TO TEE, CROSS OR MEGALUGS AS REQUIRED BY ENGINEER LINE VALVES AT TEES AND CROSSES N.T.S. NOTES: 1. USE CONCRETE THRUST BLOCKS & ANCHOR BLOCK FOR PLASTIC PIPE, (NO TIE RODS). 2. FOR CAST IRON PIPE USE EITHER TIE RODS OR CONCRETE BLOCKS. 3. ANCHOR BLOCK WEIGHTS AND TIE ROD SIZE & LENGTH BASED ON 200 PSI PRESSURE & 4-1/2 FT. OF COVER. WHERE WORKING PRESSURE EXCEEDS ABOVE, ANCHORS TO BE SPECIAL CONSTRUCTION. 4. MEGA -LUG MAY BE USED PER MANUFACTURERS REQUIREMENTS IN PLACE OF TIE RODS UPON APPROVAL OF ENGINEER. 45' BEND AT HUB TIE RODS WHERE APPLIES. TIE DOWN RODS MIN. 2-#6 THRUST BLOCK (SEE CHART FOR BEARING AREAS) ' 45' BEND a a a PIPE MIN WEIGHT OF ANCHOR BLOCK CONNECT VALVE 90' BEND 45' BEND PER 5PEanCAMNS TO TEE 2" 150# 4' 150 3" PUMPER MOZZLE 450# 150 .SAdALL FAKE 1600# 900# ACCESS 6" 6050# TYREE PIECE 700# 8" ADJUSTABLE 5750# 2000 VALVE BOX 22,500# 1 12,100# TRAFF)C "v'a A: u "E"J4 lSFLAMCEFIN. 12-1 32,100 7RAf 1 8900 45'3/4- G440E EZEV `° CRA ELEV 14' Z � � � � �'EkTENS�ON(S) 3/4" 4' .:J!SDft-3 90' 11/e ZA5 Z 45'3/4" NECESSARY ER TYPE lS860 22' W TYPE T60E 3/4" 6' OVAL 845E I I �ma0� , sq OR APPROVED ip r7 I"' I E7,jL1AL � <(f) WWuOU)U) Z 12 G4LJGE XSUL4TED CONCRETE COPPER TRACE WIRE 0 REAC770N V BLOCX 1 - - I: W0 - / AdSI x SWJVEL (y) rx V 0 U� Z 6" MJ x Ad6! a . r'.' W •' .. NON- RISING a ' , I=_` r� V I III- STEAL 6A 7F VALVF � � PROVIDE TWO !14 " Lw9L K SEE CONCRETE Cava BLOCKS "E RODS WJ EYE 90LTS REACTION BLOCK J UND457URBED EARTH RANT DR4AV PIT 27 CUBIC DETAIL a NOTES: FT. OF 1-112' WASHED ROCK 1) ALL JOINTS FROM MAIN TO HYDRANT SHALL BE RESTRAINED MECHANICAL JOINTS OR FLANGED JOINTS. 2) HYDRANT. VALVE AND FITTINGS TO BE 250 P.S.I. RATED. 3) POLYETHYLENE WRAP SHALL COVER D.I.P. ASSEMBLY FROM HYDRANT BASE TO WATER MAIN. 4) ALL HYDRANT LEAD PIPING TO BE 6" CLASS 250 D.I.P. UNLESS OTHERWISE NOTED 5) CENTERLINE OF HYDRANT TO BE 4'-0' FROM BACK OF CURB UNLESS OTHERWISE NOTED. 6) INSTALL VALVE STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VALVE BOIL LID TO TOP OF NUT SHALL NOT EXCEED 5-O" FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL A, MEYER, INC. ra.-fir" t.rlof-nhw RFWSD SrAAZW.D MTAUB Dnlw a* WATER MAIN MIN. 18" SEPARATION SEWER MAIN PROPOSED SURFACE MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN WATER LINES AND STORM SEWER /SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE, THE ELEVATION OF THE CROWN OF THE SEWER SHOULD BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF NEITHER OF THESE ARE POSSIBLE, CONSTRUCTION SHALL BE AS DIRECTED BY THE CITY. SEE ENCASEMENT DETAIL ON THIS SHEET. UTILITY SEPARATION DETAIL N.T.S. r 5 TYP. \PROVIDE 2 - 3/4" GREASED STEEL / TIE RODS WITH "STAR" TIE BOLTS ENCAPSULATED IN POLYETHYLENE SHEETING, OR "PROTECTO WRAP". BOLT VALVE TO TEE, CROSS OR MEGALUGS AS REQUIRED BY ENGINEER LINE VALVES AT TEES AND CROSSES N.T.S. NOTES: 1. USE CONCRETE THRUST BLOCKS & ANCHOR BLOCK FOR PLASTIC PIPE, (NO TIE RODS). 2. FOR CAST IRON PIPE USE EITHER TIE RODS OR CONCRETE BLOCKS. 3. ANCHOR BLOCK WEIGHTS AND TIE ROD SIZE & LENGTH BASED ON 200 PSI PRESSURE & 4-1/2 FT. OF COVER. WHERE WORKING PRESSURE EXCEEDS ABOVE, ANCHORS TO BE SPECIAL CONSTRUCTION. 4. MEGA -LUG MAY BE USED PER MANUFACTURERS REQUIREMENTS IN PLACE OF TIE RODS UPON APPROVAL OF ENGINEER. 45' BEND AT HUB TIE RODS WHERE APPLIES. TIE DOWN RODS MIN. 2-#6 THRUST BLOCK (SEE CHART FOR BEARING AREAS) ' 45' BEND a a a PIPE MIN WEIGHT OF ANCHOR BLOCK SIZE 90' BEND 45' BEND 22 32 ' BEND 2" 150# 150# 150 3" 900# 450# 150 4" 1600# 900# 450 6" 6050# 2400# 700# 8" 12,300# 5750# 2000 10-1 22,500# 1 12,100# 1 6200# 12-1 32,100 17,400# 1 8900 NOTE: WEIGHT OF CONCRETE EQUALS 150#/CU. FT. MIN. 2-#6 REBARS ASPHALT COATED STRAPS TIE RODS WHERE APPLIES. MIN. 2 REQ'D ONE PIPE LENGTH (MIN.) r a ANCHOR BLOCK (THRUST UPWARD SEE TABLE FOR \ 4 SIZE) EXTEND BLOCK INTO a SIDES OF TRENCH. TIE RODS PIPE SIZE BEND ROD DIA. LENGTH OF ROD 4" 90' 3/4" 22' 45' 3/4" 7- '22}' 22j- 3/4" 2' 6" 90' 3/4" 35' Z�JJ 45' 3/4" 10' Z 22j- 3/4" 3' 8" 90' 1" 48' 45'3/4- [•" 0 0) 14' Z 221* 3/4" 4' 12" 90' 11/e 78' Z 45'3/4" 22' W 221 . 21' 3/4" 6' ACTUAL LENGTH OF ROD TO BE SUCH *THAT STRAP CAN BE PLACED BEYOND FIRST COLLAR OR HUB AT OR BEYOND THE MINIMUM LENGTH SHOWN. VERTICAL BEND ANCHOR DETAIL N.T.S. >- J m J O > z L W 0 z O C) W m 0 0 z J } 0] \�! Z 0 00 LO m 0 Z Y OFn= t9 2 0 U Q 10 J 1 LL Q 6 cl Z .. m Z�JJ V In � Z �- 1N 14I.Ir 0>.J�� W 0 0) r- O iii [•" 0 0) O Z �u U moo W -Z x Z zZ W >0_ (DV da 1` Y Q OD �ma0� O 0) I"' m 0 <(f) WWuOU)U) Z ~zIS v 0 z V W0 a (y) rx V i..i U� Z z0 OFn= >>a0 Q ""s cl m Z�JJ �(L0 - 0>.J�� _j U a JJ Z -Z Q zJ�� W m< �ma0� U <(f) WWuOU)U) 2 U 0M�MWZ W0 (y) i..i U� W r� V � � Q J a LL. PROJECT NO. 2151007.00 C7�01�