HomeMy WebLinkAbout1.00 General Application Materials_Part 2AES Eagle Springs Organic Solar – Land Use Change – Major Impact permit application (4/6/2023)
AES Eagle Springs Organic Solar – Garfield County 28
Please see the following pages for AES Eagle Springs Organic Solar site plan, including utility locations,
topography, and easements, as well as the grading and drainage plan sets. The grading and drainage plan
sets meet the requirements of Section 4-203E as applicable and as detailed in the stormwater management
memo in Appendix C6 and plan submitted to the CDPHE supplied separately to this application given its
size.
SITE PLAN AND GRADING AND DRAINAGE PLAN SETS
Section B2
GARFIELD COUNTYRURAL ZONING DESIGNATIONGARFIELD COUNTYRURAL ZONING DESIGNATIONDATEPROJECT TITLE:DESCRIPTIONAPV:PROJECT LOCATION:NO.KEY PLAN:PE STAMP:REVISIONS:SHEET NO:REV:SCALE AT 24" x 36":CHK:DWN:DES:DATE:PROJNUM:SHEET TITLE & DESCRIPTION:2180 South 1300 East, Suite 600Salt Lake City, UT 84106-2749(801) 679 - 3500ELECTRIC POWER ENGINEERING, INC.12600 W. COLFAX AVE, STE. C500LAKEWOOD, CO 80215(303) 431-7895 www.neieng.comCIVIL COVER----PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLYPROJECTLOCATIONVICINITY MAPN.T.S.SITE DATA TABLEPROJECT LOCATIONRIFLE, COLORADOPROPERTY AREA96.12 ACRESALTA SURVEYEAGLE SPRINGS SOLAR SITE PREPARED BY ROADRUNNER SURVEY &MAPPING DATED 11/20/22HYDROLOGY SURVEYEAGLE SPRINGS SOLAR SITE PRELIMINARY HYDROLOGY STUDYPREPARED BY WESTWOOD DATED 01/16/23GEOTECHNICAL SURVEYEAGLE SPRINGS SOLAR SITE GEOTECHNICAL ENGINEERING REPORTPREPARED BY TERRACON DATED 3/1/23VEGETATIONMANAGEMENT ANDRECLAMATION PLANEAGLE SPRINGS SOLAR SITE VEGETATIONMANAGEMENT AND RECLAMATION PLAN PREPARED BY TRC DATED 3/10/23NPROJECT SOLAR CIVIL QUANTITIESITEMQTYUNITDESCRIPTIONCLEARING AND GRUBBING53.9ACFENCE LIMITSLOD LIMITS78.4AC ARRAY AND ROAD IMPROVEMENT LIMITSFENCE11502LF8' WILD LIFE FENCEENTRANCE GATES5EA25' WIDEPROPOSED INTERNAL ACCESS ROADS - 20' WIDE5221LFCOMPACTED SUBGRADE WITH 12"COMPACTED GRAVEL BASEPROPOSED IMPROVEMENT OF EXISTING FARMROAD - 12' WIDE2950LFCOMPACTED SUBGRADE WITH 12"COMPACTED GRAVEL BASEEXISTING PERIMETER ACCESS ROAD TO BEIMPROVED TO 20 FT WIDTH AS NEEDED6471 LFCOMPACTED GRAVELEXISTING PERIMETER ACCESS ROAD TO BEIMPROVED TO 12 FT WIDTH AS NEEDED2997 LFCOMPACTED GRAVELSILT FENCE3343 LFSEDIMENT CONTROL LOG4696 LFSEDIMENT BERM1245 LFROCK FILTERED DAM6EABMP CONSTRUCTION ENTRANCE AGGREGATE55CY2-3" STONE, 6" THICK. 20'W x 50'LCONSTRUCTION LAYDOWN AREA4.04ACSITE EARTHWORK - CUT2285.51CYSITE EARTHWORK - FILL1576.73 CYSITE EARTHWORK - NET708.76 CYNET CUT30% CIVIL DRAWINGSFOREAGLE SPRINGS ORGANICSILT, COHWY 346I-70SITE INFORMATIONASHRAE STATION NAME:RIFLE GARFIELD COUNTY APASHRAE 0.4% DB MAX. TEMPERATURE:35.1°CASHRAE ANNUAL DB MEAN MIN. TEMP.: -22.7°CLATITUDE:39.5225°LONGITUDE:-107.6953°PV ARRAYMODULE QUANTITY:30184TOTAL STRINGS:1078MODULEMODULE MANUFACTURER:ZSHINE SOLARMODULE MODEL #:ZXM7-SHLDD144STC WATTAGE (W):540VOLTAGE RATING (V):1500VMODULES PER STRING:28INVERTERINVERTER MANUFACTURER: GPTECHINVERTER MODEL #:AMPS2Ms2.2Bs-WD3-V890KVA @ 35°C:2931kVAMAX. INPUT VOLTAGE (V-DC):1500VINVERTER QUANTITY:8 (2 INVERTER MODULES PER UNIT)TRACKERTRACKER MANUFACTURER AND MODEL: SOLTEC SF7AZIMUTH (DEG):180CONFIGURATION:2 PORTRAITROTATION ANGLE LIMITS:+/- 55°84 MODULE (3-STRING) TRACKER QTY:34256 MODULE (2-STRING) TRACKER QTY:26TOTAL TRACKER QTY:368PITCH (FT) / GCR (%):33.29 FT / 45%MIN INTER-ROW SPACING18.34 FTBATTERY STORAGE SYSTEMBESS(2) BESS STORAGE CONTAINERS PER PCSSYSTEM INFORMATIONMW-AC @ POI:10 MWNAMEPLATE MVA:11.2 MVAPOI VOLTAGE (kV):24.9kVMW-DC:16.31 MWSITE DC-AC RATIO @POI1.63THE EAGLE SPRINGS ORGANIC SOLAR PROJECT SITE IS LOCATED IN SILT, CO, JUST EAST OF THE RIFLEGARFIELD COUNTY AIRPORT. THE SITE IS A 10 MWAC SOLAR PHOTOVOLTAIC PLUS 20MWH BESS PLANT. THEPLANT WILL BE CONSTRUCTED ON ~96 ACRES OF OPEN LAND. THE COMMERCIAL OPERATION DATE (COD) FORTHE PROJECT IS ANTICIPATED TO BE IN Q4 2024. THE SOLAR POWERPLANT WILL CONSIST OF BIFACIAL SOLARPANELS INSTALLED ON A 2P SINGLE-AXIS TRACKING SYSTEM, ELECTRICAL EQUIPMENT PADS FOR EQUIPMENTSUCH AS TRANSFORMERS AND CENTRAL INVERTERS, AND UNDERGROUND AND OVERHEAD ELECTRICALCIRCUITS. THE PROJECT WILL INTERCONNECT TO HOLY CROSS ENERGY 24.9 KV FEEDER.PER ALTA/NSPS COMPLETED JULY 20,2022 BY ROADRUNNER SURVEY & MAPPING.LEGAL DESCRIPTIONPROJECT DATA AND CODE INFORMATIONPROJECT NAME:EAGLE SPRINGS ORGANICPROJECT ADDRESS:5454 CO ROAD 346SILT, CO 81652 39.5225°, -107.6953°COUNTY:GARFIELD COUNTYCOMMUNITY DEVELOPMENT DEPARTMENT108 8TH STREET, SUITE 401GLENWOOD SPRINGS, CO 81601OWNER NAME:AESLOT SIZE:96.12 ACPROJECT DESCRIPTIONFLOOD ZONE DESIGNATION:THE UNDERGROUND UTILITIES (IF ANY) THAT APPEAR ON THIS MAP HAVE BEEN LOCATED BYFIELD OBSERVATION. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUNDUTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUNDUTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES STATETHAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATIONAVAILABLE.THE PROPERTY SHOWN HEREON LIES IN AN AREA OF UNDETERMINED, BUT POSSIBLE FLOODHAZARD, PER FEMA FIRM MAP PANEL 0802051360B, DATED DECEMBER 15, 1977.UTILITY NOTES:PROJECT TEAMOWNER / APPLICANTAES CLEAN ENERGY282 CENTURY PLACE, SUITE 200LOUISVILLE, CO 80027CONTACT: BENJAMIN DERMERT: 720-646-5224EMAIL: BENJAMIN.DERMER@AES.COMELECTRICAL / STRUCTURAL / CIVILNEI ELECTRICAL POWER ENGINEERING12600 WEST COLFAX AVE., STE 500LAKEWOOD, COLORADO 80215CONTACT: JONATHAN DIMITRIOUEMAIL: JDIMITRIOU@NEIENG.COMPLOTTED: 3/28/2023 6:12 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.01.01 CIVIL COVER.dwgXREFs: ..\..\2_Sheetset References\AES Titleblock Outline.dwg; ..\..\2_Sheetset References\ESPR1 - EAGLE SPRINGS_REV2.dwg AES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/29/23PV-C.01.01 DA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTALC 3/17/23 30% RESUBMITTALD 3/29/23 30% RESUBMITTAL- - -- - -- - -- - -HYDROLOGY STUDYWESTWOOD12701 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343T: (952) 937-5150ALTA SURVEYROADRUNNER SURVEY & MAPPING, INC2130 ROADRUNNER TRL.RIESEL, TX 76682T: (254) 730-7574EMAIL: INFO@RSMROADRUNNER.COMGEOTECHNICAL REPORTTERRACON6949 SOUTH HIGH TECH DRIVEMIDVALE, UTAH 84047T: (801) 545-8500SHEET LISTSHEET NUMBERSHEET TITLEPV-C.01.01CIVIL COVERPV-C.01.02CIVIL NOTESPV-C.01.03EXISTING CONDITIONSPV-C.02.01CONSTRAINTS MAPPV-C.03.01CIVIL SITE PLANPV-C.05.01ROAD USE PLANPV-C.06.01 GRADING & EROSION CONTROL PLANPV-C.07.01EROSION CONTROL DETAILSPV-C.07.02EROSION CONTROL DETAILSPV-C.08.01SITE DETAILSPV-C.09.01FENCE DETAILS--ALTA SHEETS FROM ROAD RUNNERSURVEYING & MAPPING, INCMAMM CREEK RDPV-C.06.02RESTORATION PLANPV-C.01.04 EXISTING CONDITIONS - SLOPE ANALYSIS
DATEPROJECT TITLE:DESCRIPTIONAPV:PROJECT LOCATION:NO.KEY PLAN:PE STAMP:REVISIONS:SHEET NO:REV:SCALE AT 24" x 36":CHK:DWN:DES:DATE:PROJNUM:SHEET TITLE & DESCRIPTION:2180 South 1300 East, Suite 600Salt Lake City, UT 84106-2749(801) 679 - 3500ELECTRIC POWER ENGINEERING, INC.12600 W. COLFAX AVE, STE. C500LAKEWOOD, CO 80215(303) 431-7895 www.neieng.comCIVIL NOTES----PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLYGENERAL NOTES1. OBTAIN ALL APPLICATION PERMITS PRIOR TO CONSTRUCTION.3. THE FOLLOWING MUST BE KEPT ON SITE UNTIL THE SWMP HAS BEEN CLOSED OUT BY COLORADO DEPARTMENT OF PUBLIC HEALTH ANDENVIRONMENT (CDPHE): 12 MONTHS OF SELF INSPECTION RECORDS, RAIN GAUGE, APPROVAL CERTIFICATE/LETTER, APPROVED PLANAND NPDES PERMIT. THESE ITEMS SHOULD BE LOCATED NEAR THE MAIN CONSTRUCTION ENTRANCE. FAILURE TO MAINTAIN THESE ITEMSON SITE VIOLATES THE NPDES PERMIT.4. ELECTRICAL EQUIPMENT SHOWN IN THIS DRAWING PACKAGE ARE PROPOSED AND FOR ILLUSTRATIVE PURPOSES ONLY.5. ANY STOCKPILE SHALL HAVE A SURROUNDING SILT FENCE EXCEPT FOR THE INGRESS/EGRESS. (3 SIDES)6. ADD ADDITIONAL SILT FENCING AND SILT FENCE OUTLETS AS NEEDED INSIDE THE DISTURBANCE LIMIT FOR EROSION CONTROL AND SILTFENCE INTEGRITY.7. CONTRACTOR SHALL ENSURE THAT THERE IS PROPER COVER AND PROTECTION OVER ALL CULVERTS.8. CONTRACTOR SHOULD MINIMIZE SUBGRADE DISTURBANCE BY USING LIGHT TRACKED EQUIPMENT.9. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR PER NPDES REQUIREMENTS,WHICHEVER IS SHORTER.10. ADDITIONAL PERTINENT EROSION CONTROL MEASURES TO BE DETAILED IN OVERALL SITE GRADING AND EROSION CONTROL PLAN.11. ALL SUBGRADE, FILL, AND STONE SHALL BE COMPACTED AS SPECIFIED IN THE GRADING SPECIFICATIONS.12. 8' TALL WILDLIFE FENCE TO BE DESIGNED AND INSTALLED BY FENCING CONTRACTOR. THE PROPOSED ACCESS GATE WILL BE LOCKEDWITH STANDARD KEYED OR COMBINATION LOCK. EMERGENCY PERSONNEL WILL BE PROVIDED A KEY OR COMBINATION FOR ACCESS.13. NO STRUCTURE SHALL EXCEED A HEIGHT GREATER THAN FIFTEEN (15) FEET, EXCEPT FOR ELECTRICAL TRANSMISSION LINES AND UTILITYPOLES.14. NO LIGHTING IS PROPOSED FOR THIS SITE.15. THE PROPERTY SHOWN HEREON LIES IN AN AREA OF UNDETERMINED, BUT POSSIBLE FLOOD HAZARD, PER FEMA FIRM MAP PANEL0802051360B, DATED DECEMBER 15, 1977.16. UTILITY LINES AND SERVICES SHOWN HEREON ARE APPROXIMATE PER AERIAL PHOTOGRAPHY OR AS REPORTED BY VARIOUSRESPONSIBLE PARTIES. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED.17. CLARIFICATIONS CAN BE ADDRESSED BY CONTACTING RYAN BRICK P.E EMAIL: RBRICK@NEIENG.COM / PHONE: (303) 468-3055MAINTENANCE NOTES:1. INSPECT SILT FENCE OUTLETS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (ONE-HALF INCH OR GREATERWITHIN TWENTY-FOUR HOURS) CLEAR MESH WIRE OF DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACESTONE AS NEEDED.2. ADD ADDITIONAL SILT FENCE SECTIONS AND SILT FENCE OUTLETS AS NEEDED IN ORDER TO ENSURE ADEQUATE EROSIONPROTECTION AND SILT FENCE INTEGRITY.3. ADD TEMPORARY SEED AND SINGLE-NET STRAW ROLLED EROSION CONTROL PRODUCT TO ANY DISTURBED SLOPES ASNEEDED.4. ADD COIR WATTLES THROUGHOUT SITE AS NEEDED AS SLOPE BREAKS.5. ALL DISTURBED AREAS FLATTER THAN 3:1 TO BE STABILIZED WITHIN 14 DAYS. SLOPES STEEPER THAN 3:1 AND ALLDIVERSION DITCHES TO BE STABILIZED WITHIN 7 DAYS.6. PERMANENT GROUNDCOVER TO BE INSTALLED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR PER PERMITREQUIREMENTS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION.CONSTRUCTION SEQUENCE:1. CONTRACTOR SHALL VERIFY LOCATION OF BURIED UTILITIES PRIOR TO START OF CONSTRUCTION. UNDERGROUNDUTILITIES NOT SHOWN ON DRAWINGS MAY EXIST.2. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. AN APPROVED EROSION CONTROL PLAN SHALL BE REQUIREDBEFORE THE ONSET OF ANY GRADING ACTIVITY. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION.3. INSTALL STORM WATER INSPECTION BOX WITH STORM WATER INSPECTION REPORTS, A COPY OF THE PERMITS, AND THEAPPROVED E&SC PLANS. THE INSPECTION BOX WILL BE PLACED IN A PROMINENT LOCATION BY THE MAIN ROAD ANDDRIVEWAY. THE INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES MUST BE COMPLETED WEEKLY AND AFTEREACH SIGNIFICANT RAINFALL EVENT OF ONE-HALF INCH (1/2”) OR GREATER WITHIN TWENTY-FOUR (24) HOURS. EXTRACOPIES OF THE INSPECTION REPORT FORMS SHOULD BE PLACED IN THE INSPECTION BOX. ALL INSPECTION RECORDSMUST BE RETAINED AND SIGNED BY THE QUALIFIED INSPECTOR IDENTIFIED IN PART VI OF THE CONSTRUCTION GENERALPERMIT.4. INSTALL CONSTRUCTION ENTRANCES AND ASSOCIATED CULVERT PIPES PRIOR TO ANY LAND DISTURBING ACTIVITIES.5. FLAG CONSTRUCTION LIMITS AND CLEAR ONLY WHAT IS NECESSARY TO INSTALL SILT FENCING, SILT FENCE OUTLETS, ANDTHE TEMPORARY TOPSOIL BERM. IMMEDIATELY STABILIZE THE EMBANKMENTS WITH ROLLED EROSION CONTROLPRODUCT, MULCH AND SEED.6. INSTALL ALL PERIMETER CONTROLS INCLUDING SILT FENCE AND SILT FENCE OUTLETS.7. BEGIN ROUGH GRADING THE CONSTRUCTION ACCESS ROAD TO REQUIRED SUBGRADE.8. INSTALL THE GRAVEL CONSTRUCTION ACCESS ROADS.9. BEGIN CLEARING AND GRUBBING OF THE VEGETATION AND DEMOLITION OF OTHER SITE ITEMS AS SHOWN ON THESEPLANS.10. ONCE THE TEMPORARY SEDIMENT CONTROL BMPS ARE STABILIZED AND OPERATIONAL, COMPLETE THE REMAINDER OFTHE SITE CLEARING WITHIN THE CONSTRUCTION LIMITS.11. TOPSOIL TO BE REUSED IN AREAS TO BE LANDSCAPED OR SEEDED MAY BE STOCKPILED WITHIN THE DESIGNATEDSTOCKPILE LOCATIONS AS INDICATED ON THE DRAWINGS. THE STOCKPILE LOCATIONS SHALL BE SURROUNDED ON THREE(3) SIDES BY SILT FENCE WITH ONE (1) SIDE OPEN TO EARTH MOVING EQUIPMENT. ALL TOPSOIL, VEGETATION, DEBRIS, ANDOTHER UNSUITABLE MATERIAL SHOULD BE REMOVED FROM THE SITE TO AN APPROVED AND PERMITTED LOCATION.12. BEGIN ROUGH GRADING EQUIPMENT PADS GRADING PLAN TO REQUIRED SUBGRADES.13. SUBGRADE SOILS SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER UTILIZING PROOF ROLLING METHODS ANDCOMPACTED PER THE GRADING SPECIFICATIONS PRIOR TO THE PLACEMENT OF FILL MATERIAL.14. USE TEMPORARY SEED AS CONDITIONS WARRANT IN AREAS WITH NO CURRENT WORK.15. FINALIZE THE INSTALLATION OF THE ACCESS DRIVES (INCLUDING STONE), COMPLETE GRADING, AND STABILIZE ALLDISTURBED AREAS BY SEEDING AND MULCHING.16. HAUL AWAY OR DISPOSE OF ANY EXCESS SPOILS NOT NEEDED TO BALANCE SITE. IF ANY TOPSOIL IS TO REMAINSTOCKPILED, PROTECT WITH SILT FENCING AROUND PERIMETER.17. SOIL STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERECONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN SEVEN (7) ORFOURTEEN (14) DAYS (DEPENDING ON SLOPE) AFTER WORK HAS CEASED.18. SEED GRADED SLOPES AND DENUDED AREAS FOLLOWING INITIAL SOIL DISTURBANCE. AFTER FINAL USE, THE SPOILSAREA SHALL BE RESTORED AND SEEDED.19. INSTALL AND REPAIR PERMANENT VEGETATION ACROSS THE ENTIRETY OF THE SITE ONCE SEDIMENT BERM AND ACCESSROADS HAVE BEEN COMPLETED. USE LIGHT, TRACKED EQUIPMENT FOR MINIMUM GROUND DISTURBANCE DURING STEELPILE AND SOLAR PANEL MOUNTING STRUCTURE INSTALLATION.20. IMMEDIATELY RE-SEED AREAS DISTURBED DURING PANEL INSTALLATION AND TRENCHING OF UNDERGROUND ELECTRICALUTILITIES.21. REMOVE ALL STOCKPILES OF SOIL, CONSTRUCTION MATERIAL/DEBRIS, CONSTRUCTION EQUIPMENT, ETC. FROM THECONSTRUCTION SITE.22. ENSURE THE SITE HAS UNIFORM VEGETATIVE COVER OF AT LEAST 70% COMPARED TO THE ORIGINAL UNDISTURBED SITE.23. PROVIDE ALL ON-SITE REPORTS AND DOCUMENTS TO AES; ATTN: JOSHUA MAYER.GRADING PLAN NOTES1. PROJECT LOCATION IS IN GARFIELD COUNTY, COLORADO.2. COORDINATES ARE IN NAD83 COLORADO STATE PLANES, CENTRAL ZONE, US FT.3. CONTRACTOR SHALL FIELD VERIFY ALL LOCAL BENCHMARKS/MONUMENTS PRIOR TO CONSTRUCTION.4. EG IS DENOTED AS EXISTING GRADE.5. IE IS DENOTED AS INVERT ELEVATION OF CULVERT OR SWALE.6. ALL MEASUREMENTS ARE IN FEET, UNLESS SPECIFIED OTHERWISE.7. CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS NOTED OTHERWISE ON THE PLAN SHEET. ALL DISTURBED GROUNDNOT COVERED WITH GRAVEL SHALL BE TEMPORARILY STABILIZED PER THE REQUIREMENTS OF THE STORMWATERPOLLUTION PREVENTION PLAN.8. FINAL STABILIZATION REQUIREMENTS SHALL BE BASED ON THE REQUIREMENTS OF THE STORM WATER POLLUTIONPREVENTION PLAN.9. DIRECTION OF TRAFFIC SHALL BE CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION10. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, UTILITIES AND CULVERTS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL INFORM THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THEPLANS.11. CONTRACTOR TO PROTECT EXISTING UTILITIES AND MAINTAIN EXISTING DRAINAGE PATTERNS AT ALL TIMES.12. CONTRACTOR TO VERIFY RIGHT OF WAY LIMITS PRIOR TO CONSTRUCTION.13. ADDITIONAL GRAVEL OUTSIDE OF WHAT IS SHOWN ON THE PLAN MAY BE NECESSARY.14. AGGREGATE AND EMBANKMENT COMPACTION AND TESTING SHALL BE DONE PER THE CONSTRUCTION NOTES AND THEROAD CONSTRUCTION STANDARDS FROM THE GEOTECHNICAL REPORT.15. EXISTING FEATURES (FENCE, MAILBOX, SIGN, ETC.) THAT ARE DISTURBED AS PART OF THE TEMPORARY IMPROVEMENTSHALL BE REINSTALLED OR REPLACED IN A CONDITION EQUAL TO OR BETTER THAN THE PRECONSTRUCTION CONDITION.16. CULVERT END SECTIONS MUST HAVE 6:1 OR SHALLOWER SLOPE.17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL. TRAFFIC CONTROL SHALL MEET THEREQUIREMENTS OF THE COUNTY AND THE STATE DEPARTMENT OF TRANSPORTATION AND ALL RECOMMENDATIONS IN THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).18. CONTRACTOR SHALL CALL 811, ONE CALL ENTITIES PRIOR TO CONSTRUCTION. ALL HAZARDS SHALL BE ASSESSED PRIOR TOCONSTRUCTION.19. FINAL GRADE TO MAINTAIN POSITIVE (I.E. OFFSET) DRAINAGE ACROSS THE ENTIRE PROJECT SITE UNLESS SPECIFICALLYINDICATED OTHERWISE IN THIS DRAWING PACKAGE.20. ALL GRADING INSIDE THE PROPOSED FENCED AREA SHALL BE CARRIED TO A FIRM SUBGRADE. THE SUBGRADE SHALL NOTBE FROZEN, SATURATED, SOFT, OR UNSTABLE.21. CONSTRUCTION OF EROSION AND SEDIMENT CONTROL DEVICES IS TO BE CARRIED OUT AND THEIR LOCATION IS TO BE ASDESCRIBED IN THE CONSTRUCTION SEQUENCE. CERTAIN DEVICES ARE TO BE CONSTRUCTED BEFORE GRADINGOPERATIONS BEGIN. ALL DEVICES ARE TO BE MAINTAINED DURING CONSTRUCTION AND TEMPORARY ONES REMOVEDAFTERWARD.22. ALL VEGETATION AND DEBRIS SHOULD BE REMOVED FROM THE SITE. ALL SUBGRADE SOILS SHALL BE FREE OF ORGANICMATERIAL, COMPACTED, AND INSPECTED BY AN APPROVED GEOTECHNICAL ENGINEER PRIOR TO THE PLACEMENT OF FILLMATERIAL. ANY MATERIAL TO BE STOCKPILED ON SITE SHALL BE STOCKPILED WITHIN THE CONSTRUCTION LIMITS AND INDESIGNATED AREAS.STABILIZATION REQUIREMENTS1. TEMPORARY STABILIZATION MUST BE IMPLEMENTED FOR EARTH DISTURBING ACTIVITIES ON ANY PORTION OF THE SITEWHERE GROUND DISTURBING CONSTRUCTION ACTIVITY HAS PERMANENTLY CEASED, OR TEMPORARILY CEASED FOR MORETHAN 14 CALENDAR DAYS. TEMPORARY STABILIZATION METHODS MAY INCLUDE, BUT ARE NOT LIMITED TO, TARPS, SOILTACKIFIER, AND HYDROSEED.2. FINAL STABILIZATION IS REACHED WHEN ALL GROUND SURFACE DISTURBING ACTIVITIES AT THE CONSTRUCTION SITE ARECOMPLETE; AND, FOR ALL AREAS OF GROUND SURFACE DISTURBING ACTIVITIES, EITHER A UNIFORM VEGETATIVE COVERWITH AN INDIVIDUAL PLANT DENSITY OF AT LEAST 70 PERCENT OF PRE-DISTURBANCE LEVELS IS ESTABLISHED, OREQUIVALENT PERMANENT ALTERNATIVE STABILIZATION METHODS ARE IMPLEMENTED.3. ALL TEMPORARY CONTROL MEASURES MUST BE REMOVED FROM THE CONSTRUCTION SITE ONCE FINAL STABILIZATION ISACHIEVED, EXCEPT WHEN THE CONTROL MEASURE SPECIFICATION ALLOW THE CONTROL MEASURE TO BE LEFT IN PLACE.EROSION AND SEDIMENTATION CONTROL NOTES1. CONSTRUCTION OF EROSION AND SEDIMENT CONTROL DEVICES IS TO BE CARRIED OUT AS DESCRIBED IN THECONSTRUCTION SEQUENCE AND THEIR LOCATION IS TO BE AS SHOWN ON THE DRAWINGS. CERTAIN DEVICES ARE TO BECONSTRUCTED BEFORE GRADING OPERATIONS BEGIN. ALL DEVICES ARE TO BE MAINTAINED DURING CONSTRUCTION ANDTEMPORARY ONES REMOVED AFTERWARD.2. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AS PLANNED AND SPECIFIED FOLLOWING BESTMANAGEMENT PRACTICES AS OUTLINED BY THE COLORADO DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT AND BEINGIN CONFORMANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL STORMWATERPERMIT. SEE THE PROJECT SITE PLANS AND ASSOCIATED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOREROSION CONTROL AND RESTORATION LOCATIONS AND SPECIFICATIONS. UNLESS OTHERWISE NOTED OR MODIFIED INTHE SWPPP/HEREIN, ALL SECTIONS OF THE GENERAL CONDITIONS SHALL APPLY.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SWPPP'S AVAILABILITY.4. ALL FIBER ROLLS AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED.5. ALL DRAINAGE SWALES DISTURBED DURING CONSTRUCTION ACTIVITIES AND NOT COVERED BY ROAD SURFACINGMATERIALS, SHALL BE STABILIZED IN ACCORDANCE WITH THE SWPP PLAN.6. INSPECT SILT FENCE OUTLETS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT OF HALF INCH (1/2") OR GREATERWITHIN TWENTY-FOUR (24) HOURS. CLEAR MESH WIRE OF DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACESTONE AS NEEDED.7. ADD TEMPORARY SEED AND SINGLE-NET STRAW ROLLED EROSION CONTROL PRODUCT TO ANY DISTURBED SLOPES ASNEEDED.8. ALL BARE SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE CURRENT NPDES PERMIT, OR, IF IN ACRITICAL AREA, BY THE END OF THE DAY.9. STABILIZATION WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY ISCOMPLETE UNLESS CONSTRUCTION ACTIVITY IS GOING TO RESUME WITHIN 21 DAYS, EXCEPT SLOPES STEEPER THAN3H:1V TO BE STABILIZED WITHIN 7 DAYS.10. SEDIMENT CONTAINMENT DEVICES ARE TO REMAIN IN OPERATING CONDITION UNTIL PERMANENT VEGETATION ISESTABLISHED.EQUIPMENT AND VEHICLE MAINTENANCE1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING EQUIPMENT FROM THE PROJECT.4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY DISPOSE AS HAZARDOUS WASTE(RECYCLE WHEN POSSIBLE).5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE UNTIL THE PROBLEM HAS BEENCORRECTED.6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER PETROLEUM PRODUCTS TO A RECYCLINGOR DISPOSAL CENTER THAT HANDLES THESE MATERIALS.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1. NEVER BURN OR BURY NON-ORGANIC WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE CONTAINERS.2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G DUMPSTER, TRASH RECEPTACLE) ON SITE TOCONTAIN CONSTRUCTION AND DOMESTIC WASTES.3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS NOOTHER ALTERNATIVES ARE REASONABLY AVAILABLE.4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS OF RUNOFF FROM UPLAND AREASAND DOES NOT DRAIN DIRECTLY TO A STORM DRAIN, STREAM OR WETLAND.5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE STORM EVENTS OR PROVIDE SECONDARYCONTAINMENT. REPAIR OR REPLACE DAMAGED WASTE CONTAINERS.6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH WINDS.7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP IMMEDIATELY IF CONTAINERS OVERFLOW.8. DISPOSE WASTE OFF-SITE AT AN APPROVED DISPOSAL FACILITY.9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE CONTAINERS.PAINT AND OTHER LIQUID WASTE1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR WETLANDS.2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS NOOTHER ALTERNATIVES ARE REASONABLY AVAILABLE.3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA.4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE NEEDS OF SITE.5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID WASTES FROM CONSTRUCTION SITES.PORTABLE TOILETS1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM STORM DRAINS, STREAMS OR WETLANDSUNLESS THERE IS NO ALTERNATIVE REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDERELOCATION OF PORTABLE TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL PAD AND SURROUND WITH SAND BAGS.2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH WINDS OR IN HIGH FOOT TRAFFICAREAS.3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY LEAKED MATERIAL. UTILIZE A LICENSEDSANITARY WASTE HAULER TO REMOVE LEAKING PORTABLE TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT.EARTHEN STOCKPILE MANAGEMENT1. LOCATE EARTHEN-MATERIAL STOCKPILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS,PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE SHOWN NO OTHER ALTERNATIVES AREREASONABLY AVAILABLE.2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM OFFSET OF FIVE FEET FROMTHE TOE OF STOCKPILE.3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN ACCORDANCE WITH THE APPROVEDPLAN AND ANY ADDITIONAL REQUIREMENTS. SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICALCOVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS FOR TEMPORARY ORPERMANENT CONTROL NEEDS.CONCRETE WASHOUTS1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH LOCAL AND STATE SOLIDWASTE REGULATIONS AND AT AN APPROVED FACILITY.3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN ADDITION PLACE THE MIXERAND ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER AND WITHIN LOT PERIMETER SILT FENCE.4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE APPLICABLE. IF AN ALTERNATE METHODOR PRODUCT IS TO BE USED, CONTACT YOUR APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARDDETAILS ARE NOT AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED ON THISDETAIL.5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS.STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE PUMPED INTO OR DISCHARGED TO THE STORM DRAINSYSTEM OR RECEIVING SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWNTHAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. AT A MINIMUM, INSTALL PROTECTION OF STORM DRAININLET(S) CLOSEST TO THE WASHOUT WHICH COULD RECEIVE SPILLS OR OVERFLOW.7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A STONE ENTRANCE PAD IN FRONTOF THE WASHOUT. ADDITIONAL CONTROLS MAY BE REQUIRED BY THE APPROVING AUTHORITY.8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE PROJECT LIMITS. POSTSIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS LOCATION.9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT OVERFLOW EVENTS.REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARY STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL.WHEN UTILIZING ALTERNATIVE OR PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND DISPOSE OF IN AN APPROVEDDISPOSAL FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.GARFIELD COUNTY LAND USE CODES1. CURRENT ZONING IS INDUSTRIAL USE AND A 100' SETBACK IS REQUIRED FORELECTRICAL EQUIPMENT. PER GARFIELD COUNTY LAND USE CODE ZONING 7-1001SECTION B.1.1. AES EAGLE SPRINGS ORGANIC SOLAR, LLC WILL SEEK A WAIVER OF STANDARDS TOTHE 100' SETBACK OF 7-1001 B. IN ITS LAND USE PERMIT - MAJOR IMPACTAPPLICATION GIVEN SAME OWNERSHIP OF ADJACENT PARCELS.2. FENCES MAY BE LOCATED WITHIN THE 100' SETBACK AS PER GARFIELD COUNTY LANDUSE CODE 7-1201 SECTION B.PLOTTED: 3/28/2023 4:55 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.01.02 NOTES.dwgXREFs: H:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\2_Sheetset References\AES Titleblock Outline.dwg AES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/29/23PV-C.01.02 CA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTALC 3/29/23 30% RESUBMITTAL- - -- - -- - -- - -- - -
D D D
DDDD D D D D D D D
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DIXON A
WELL PAD
DEVER C
WELL PAD
GENTRY B
WELL PAD
NE/4, SEC 18
SE/4, SEC 18
NW/4, SEC 17
SW/4, SEC 17
ALTA/NSPS LAND TITLE SURVEY OF THE EAGLE SPRINGS SOLAR SITEIN THE EAST HALF OF SECTION 18 & THE WEST HALF OF SECTION 17, T6N, R92W, 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO(SITE OVERVIEW)
N 1/4 COR.
SEC. 18
N 01° 05' 12" E, 5274.18 FT.S 1/4 COR.
SEC. 18
FND 3-1/4" AL CAP
AT FENCE CORNER
STAMPED LS 14111
FND 3-1/4" BRASS CAP,
NORTH SIDE OF DITCH,
STAMPED LS 3317
ROADRUNNER SURVEY & MAPPING, INC
2130 Roadrunner Trl.
Riesel, TX 76682
Tele:: (254) 730-7574
Email: info@rsmroadrunner.com
CLIENT
REVISIONSDATE:
DATE:
DATE:
BY:
BY:
BY:DESCRIPTION:
DESCRIPTION:
DESCRIPTION:
TITLE
+U +U
FIELD DATE(S):
PARTY CHIEF
DATE PRINTED:PLS:
PM:
TECH:PROJECT NO.SHEET NO.NO. OF SHEETS
AES
1 42022-08-03RHD
RHD
RHD
RHD
7/16/2022 - 7/20/2022
PARCEL 3
RECEPTION NO. 800705, OPRGCC
PARCEL 2RECEPTION NO. 800706, OPRGCC
PARCEL 1
RECEPTION NO. 787615, OPRGCC
GENTR
Y
E
WELL P
A
D
GENTRY C
WELL PAD
+U
+U
NE/4, SEC 17
SE/4, SEC 17
NE/4, SEC 20NW/4, SEC 20
FND 2" AL CAP
AT FENCE CORNER
STAMPED LS 31944
+U
+U
LS 31 9 4 4S19
S182004T6S, R92W
S20
S17
FND 3-1/4" BRASS CAP,
ON FENCE LINE,
STAMPED LS 15846GARFIELDCOUNTY,
C
O
SOLAR
COUNT R Y ,LS14111S19
S181/4
1981
T6S, R92W
1981
T6S, R92W
S20
S17
L .S .15846
1/4
+U
FND 3-1/4" BRASS CAP,
ON FENCE LINE,
STAMPED GARFIELD
COUNTY SURVEYORCOUNTYSURVEY
O
R
G
A
RFIELD C O UNTYS17
S181/4
1986
3317
T6S, R92W
COU N TY SURVEY
O
R
G
A
RFIELD C O UNTYS17
S20
1987
T6S, R92W
S16
S21
FND 3-1/4" AL CAP,
ON FENCE LINE,
STAMPED LS 13501
+U S 00° 45' 45" W, 2625.11 FT.N 88° 16' 35" W, 2638.27 FT.N 88° 16' 15" W, 2637.87 FT.N 89° 50' 24" W, 2669.94 FT.
L S 13501
S20
1996
T6S, R92W
1/4
S21
PARCEL 4EASEMENT FOR BURIED IRRIG. PIPELINERECEPTION NO. 787615, OPRGCC
PARCEL 5ACCESS & UTILITY EASEMENTRECEPTION NO. 800706, OPRGCCRECEPTION NO. 800705, OPRGCC
ELECTRICAL SUBSTATIONLEASE AREA "A"A PORTION OF PARCELS 1, 2 & 3(SEE SHEET 2 OF 3)
LEASE AREA "B"A PORTION OF PARCEL 3(SEE SHEET 2 OF 3)
ALTA/NSPS LAND TITLE SURVEY OF THE EAGLE SPRINGS SOLAR SITEIN THE EAST HALF OF SECTION 18 & THE WEST HALF OF SECTION 17, T6N, R92W, 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO(SITE OVERVIEW)
LOCATION MAP (NTS)
GENERAL SURVEY NOTES
1. THIS IS AN ALTA/NSPS LAND TITLE SURVEY OF LEASE AREAS A & B. THIS NOT AN ALTA/NSPS
LAND TITLE SURVEY OF PARCELS 1, 2, 3, 4, AND 5.
2. LEASE AREAS A & B ARE CONTAINED ENTIRELY WITHIN THE BOUNDARIES OF PARCELS 1, 2, AND
3.
3. LEASE AREAS A & B ARE BEING LEASED FROM THE OWNER OF PARCELS 1, 2, AND 3 FOR THE
PURPOSE OF DEVELOPING A SOLAR SITE.
4. THIS SURVEY IS BASED ON A TITLE COMMITMENT ISSUED BY FIRST AMERICAN TITLE INSURANCE
COMPANY, FILE NCS-1130169-NRG, COMMITMENT DATE: MAY 17, 2022.
5. THE BASIS OF BEARINGS IS THE COLORADO STATE PLANE COORDINATE SYSTEM, NAD 83,
CENTRAL ZONE.
6. DISTANCES REPORTED ON THIS SURVEY ARE GROUND DISTANCES. TO CONVERT TO STATE
PLANE GRID DISTANCES DIVIDE GROUND DISTANCES BY 1.0003029407 (COMBINED SCALE
FACTOR).
7. THE LOCATIONS OF BURIED UTILITIES SHOWN ON THIS SURVEY WERE DERIVED FROM PIN FLAGS
PLACED AS A RESULT OF COLORADO ONE-CALL SYSTEM TICKETS: A219700096-00A &
A219700094-01A.
8. THE LOCATION OF BURIED NATURAL GAS AND PRODUCED WATER PIPELINES WAS
SUPPLEMENTED BY A GOOGLE EARTH FILE PROVIDED BY TEP ROCKY MOUNTAIN LLC VIA EMAIL
ON 7/20/2022.
9. SEE SHEET 2 OF 3 FOR ALTA/NSPS LAND TITLE SURVEY OF LEASE AREAS A & B (SITE SPECIFIC).
10. SEE SHEET 3 OF 3 FOR SURVEY NOTES, LEGAL DESCRIPTIONS, AND TITLE COMMITMENT
EXCEPTIONS.
C
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N
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Y
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D
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3
1
5
COUNTY RD. 346
ASP
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F
A
C
E
ASPH
A
L
T
S
U
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F
A
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E
TO AES
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE
WITH THE 2021 MIMIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY
ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6, 7, 8, 11, 13, 14, 16, 17. OF TABLE A
THEREOF. THE FIELDWORK WAS COMPLETED ON JULY 20, 2022.
THIS IS TO FURTHER CERTIFY THAT THIS PLAT REPRESENTS A SURVEY PERFORMED ON THE GROUND BY ME OR
UNDER MY DIRECT SUPERVISION AND SAID SURVEY COMPLIES WITH THE MINIMUM STANDARDS AND OTHER
REQUIREMENTS OF THE COLORADO BOARD OF REGISTRATION FOR ENGINEERS, SURVEYORS AND ARCHITECHS
R. HOWARD DAGGETT, CO. PLS #37945
DATE: 11/30/2022
SURVEYOR'S CERTIFICATION
q
0 500 1,000250Feet
1 in = 500 ft
LEGEND
PARCEL BOUNDARY
ADJOINER
SECTION LINE
QUARTER SECTION LNE
OVERHEAD ELECTRIC LINE
GRAVEL ROAD
FIELD ROAD (DIRT)
ASPHALT ROAD
BURIED GAS LINE
BURIED PRODUCED WATER LINE
EDGE OF EASEMENT
PARCEL 1
RECEPTION NO. 787615, OPRGCC
PARCEL 1
RECEPTION NO. 787615, OPRGCC
PARCEL 1
RECEPTION NO. 787615, OPRGCC
PROPOSED ACCESS ROAD
PROPOSED ACCESS ROAD
11/20/2022 RHD SURVEY EXPANDED TO INCLUDE ACCESS EASEMENT
11/30/2022 RHD CHANGE LABELS TO PROPOSED ACCESS EASEMENT
PROJECT LOCATION
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LEASE AREA A80.08ACRES +/-
16.04 ACRES +/-
DIXON A
WELL PAD
DEVER C
WELL PAD
GENTRY E
WELL PAD
GENTRY B
WELL PAD
SE/4, SEC 18
NW/4, SEC 17
SW/4, SEC 17
+UN 1/4 COR.
SEC. 18
+UN 01° 05' 12" E, 5274.18 FT.(BASIS OF BEARINGS)S 1/4 COR.
SEC. 18 COU N TY SURVEY
O
R
G
A
RFIELD C O UNTYS7
S181/4
1986
3317
T6S, R92W
FND 3-1/4" AL CAP
AT FENCE CORNER
STAMPED LS 14111
FND 3-1/4" BRASS CAP,
NORTH SIDE OF DITCH,
STAMPED LS 3317
ROADRUNNER SURVEY & MAPPING, INC
2130 Roadrunner Trl.
Riesel, TX 76682
Tele:: (254) 730-7574
Email: info@rsmroadrunner.com
CLIENT
REVISIONSDATE:
DATE:
DATE:
BY:
BY:
BY:DESCRIPTION:
DESCRIPTION:
DESCRIPTION:
TITLE
+U +U
FIELD DATE(S):
PARTY CHIEF
DATE PRINTED:PLS:
PM:
TECH:PROJECT NO.SHEET NO.NO. OF SHEETS
AES Clean Energy, AES DevCo NC LLC, and First American Title Insurance Company.
2 42022-08-03RHD
RHD
RHD
RHD
7/16/2022 - 7/20/2022
PARCEL 1
BOUNDARY LEASE AREA A
BOUNDARY
PARCEL 1
BOUNDARY
PARCEL 1
BOUNDARY
PARCEL 1
BOUNDARY
PARCEL 2 & 3
BOUNDARY
PARCEL 1 & 2
BOUNDARY
LEASE AREA A
BOUNDARY
LEASE AREA B
BOUNDARY
PARCEL 2
BOUNDARY
PARCEL 2
BOUNDARY
LEASE AREA A
BOUNDARY
LEASE AREA A
BOUNDARY
LEASE AREA A
BOUNDARY
LEASE AREA A
BOUNDARY
PARCEL 2
BOUNDARY
PARCEL 3
BOUNDARY
PARCEL 3
BOUNDARY
PARCEL 3
BOUNDARY
EXISTINGSOLAR SITE
LEASE AREA B
BOUNDARY
LEASE AREA B
BOUNDARY
PARCEL 3
BOUNDARY
COUNT
Y
R
D
3
4
6
(
A
S
P
H
A
L
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U
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F
A
C
E
)
COUN
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R
D
3
1
5
(
A
S
P
H
A
L
T
S
U
R
F
A
C
E
)
ALTA/NSPS LAND TITLE SURVEY OF THE EAGLE SPRINGS SOLAR SITEIN THE EAST HALF OF SECTION 18 & THE WEST HALF OF SECTION 17, T6N, R92W, 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO
ALTA/NSPS LAND TITLE SURVEY OF THE EAGLE SPRINGS SOLAR SITEIN THE EAST HALF OF SECTION 18 & THE WEST HALF OF SECTION 17, T6N, R92W, 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO(SITE SPECIFIC)
BURIED IRRIG. PIPELINE,
NO EASEMENT DOC.
PROVIDED
BURIED GAS PIPELINE,
NO EASEMENT DOC.
PROVIDED
BURIED WATER PIPELINES,
NO EASEMENT DOC. PROVIDED
CURRENT OWNERS
BURIED IRRIG. PIPELINE,
NO EASEMENT DOC.
PROVIDED
BURIED GAS PIPELINE,
NO EASEMENT DOC. PROVIDED
TERRA EP, CURRENT OWNERS
BURIED WATER PIPELINES,
NO EASEMENT DOC. PROVIDED
TERRA EP, CURRENT OWNERS
20' PIPELINEEASEMENT, EXC 81 & 97
15' IRRIG. PIPELINEEASEMENT, EXC 80
NE/4, SEC 18
25' PIPELINEEASEMENT, EXC 83, EXC 98TERRA EP, CURRENT OWNERS
25' PIPELINEEASEMENT, EXC 83, EXC 98TERRA EP, CURRENT OWNERS
BURIED GAS PIPELINE,
NO EASEMENT DOC. PROVIDED
TERRA EP, CURRENT OWNERS
ABOVE GRND. GAS
VALVE ASSEMBLY
ABOVE GRND. GAS
& WATER VALVE
ASSEMBLIES
ABOVE GRND. GAS
& WATER VALVE
ASSEMBLIES
DITCH,
3' W- 2' D
DITCH, 3' W- 2' D
DITCH,
2' W- 1.5' D
DITCH,
2' W- 1.5' D
DITCH,
2' W- 1.5' D
12" PVC CULVERT
(NEEDS MAINT.)
16" STEEL
PIPE CULVERT
(NEEDS MAINT.)
16" STEEL
PIPE CULVERT
(NEEDS MAINT.)
10' HOG
WIRE FENCE
4 STRAND BARBED
WIRE FENCE
4 STRAND BARBED
WIRE FENCE
4 STRAND BARBED
WIRE FENCE
4 STRAND BARBED
WIRE FENCE
4 STRAND BARBED
WIRE FENCE
4 STRAND BARBED
WIRE FENCE
4 STRAND BARBED
WIRE FENCE
HOLY CROSS ENERGY30' ELECTRICALEASEMENT, EXC 65, 66, 88
15' IRRIG. PIPELINEEASEMENT, EXC 80
15' IRRIG. PIPELINEEASEMENT, EXC 80
HOLY CROSS ENERGY30' ELECTRICALEASEMENT, EXC 96
30' ACCESS EASEMENTEXC 36, 38, 39, 40, 80 ELECTRICAL
BUILDING
HOLY CROSS
POWER POLES
#24203
#24204
HOLY CROSS
POWER POLES
#24978
#24980
HOLY CROSS
POWER POLES
#24979
#24981
#24982
HOLY CROSS
POWER POLES
#24428
#11132HOLY CROSS
POWER POLES
#11134
#26071
#24976
#26072
HOLY CROSS
POWER POLE
#11154
LEGEND
PARCEL BOUNDARY
ADJOINER
SECTION LINE
QUARTER SECTION LNE
OVERHEAD ELECTRIC LINE
GRAVEL ROAD
FIELD ROAD (DIRT)
ASPHALT ROAD
BURIED GAS LINE
BURIED PRODUCED WATER LINE
BURIED IRRIGATION PIPELINE
EDGE OF EASEMENTGARFIELDCOUNTY,
C
O
SOLAR
COUNT R Y ,LS14111S19
S181/4
1981
T6S, R92W
NOTES
WATER TANK EASEMENT, EXC 90
HOLY CROSS ENERGY30' ELECTRICALEASEMENT, EXC 100
ORGANIC GROWERS, LLCAPN: 217917200687
EAGLE SPRINGS ORGANIC, LLCAPN: 217918100691
SACK, KENNETH J.APN: 217918100681
BEDROCK RESOURCES, LLCAPN: 217918400720
B & B MAMM CREEK, LLCAPN: 217919100511
EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732
EAGLE SPRINGS ORGANIC, LLCAPN: 217917400731
q
0 200 400100
Feet
1 in = 200 ft
LEASE AREA B5540'5545'5545'5545'5550'5555'5560'5565'5570'5575'5580'5585'5590'5595'5600'5605'5610'5615'5620
'
5625
'5580'5585'5590'5595'5600'5605'5610'5610'
5615'
5620'
5625'5630'5635'5640'5645'5650'5655'5660'5665'5665'566
5
'
5670'
5675'
EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732
EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732
EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732
EAGLE SPRINGS ORGANIC, LLCAPN: 217918100691
SYNDER, JAMES G. TRUSTAPN: EAGLE SPRINGS ORGANIC, LLCAPN: 217918100124
PORT EVERGLADESRESTAURANT CORPAPN: 217918100123
TO: AES CLEAN ENERGY, AES DEVCO NC LLC, AND FIRST AMERICAN TITLE INSURANCE COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE
WITH THE 2021 MIMIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY
ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6, 7, 8, 11, 13, 14, 16, 17. OF TABLE A
THEREOF. THE FIELDWORK WAS COMPLETED ON JULY 20, 2022.
THIS IS TO FURTHER CERTIFY THAT THIS PLAT REPRESENTS A SURVEY PERFORMED ON THE GROUND BY ME OR
UNDER MY DIRECT SUPERVISION AND SAID SURVEY COMPLIES WITH THE MINIMUM STANDARDS AND OTHER
REQUIREMENTS OF THE COLORADO BOARD OF REGISTRATION FOR ENGINEERS, SURVEYORS AND ARCHITECHS
R. HOWARD DAGGETT, CO. PLS #37945
DATE: 11/30/2022
SURVEYOR'S CERTIFICATION
1). SEE SHEET 2 OF 3 FOR ALTA/NSPS SURVEY OF ACCESS EASEMENT.
2). SEE SHEET 3 OF 3 FOR TITLE COMMITMENT EXCEPTIONS, GENERAL
SURVEY NOTES AND LEGAL DESCRIPTIONS
11/20/2022 RHD SURVEY EXPANDED TO INCLUDE ACCESS EASEMENT
11/30/2022 RHD CHANGE LABELS TO PROPOSED ACCESS EASEMENT
FIELD ROAD
FIELD ROAD
FIELD ROAD
FIELD ROAD
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GENTRY E
WELL PAD
FND 3-1/4" AL CAP
ON FENCE LINE
STAMPED LS 15846
ROADRUNNER SURVEY & MAPPING, INC
2130 Roadrunner Trl.
Riesel, TX 76682
Tele:: (254) 730-7574
Email: info@rsmroadrunner.com
CLIENT
REVISIONSDATE:
DATE:
DATE:
BY:
BY:
BY:DESCRIPTION:
DESCRIPTION:
DESCRIPTION:
TITLE
+U +U
FIELD DATE(S):
PARTY CHIEF
DATE PRINTED:PLS:
PM:
TECH:PROJECT NO.SHEET NO.NO. OF SHEETS
AES Clean Energy, AES DevCo NC LLC, and First American Title Insurance Company.
3 42022-08-03RHD
RHD
RHD
RHD
7/16/2022 - 7/20/2022
ALTA/NSPS LAND TITLE SURVEY OF THE EAGLE SPRINGS SOLAR SITEIN THE EAST HALF OF SECTION 18 & THE WEST HALF OF SECTION 17, T6N, R92W, 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO(ACCESS EASEMENT)
ALTA/NSPS LAND TITLE SURVEY OF THE EAGLE SPRINGS SOLAR SITEIN THE EAST HALF OF SECTION 18 & THE WEST HALF OF SECTION 17, T6N, R92W, 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO(SITE SPECIFIC)
EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732
EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732
PROPOSED ACCESS EASEMENT
POINT OF TERMINATION
PROPOSED ACCESS EASEMENT
POINT OF TERMINATION
WELL PAD
LOD5650'5645'5640'5635'5630'5625'5655'5660'5665'5665'5665'5670'
5675'
5675'
5
6
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'
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'
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'5655'5660'5660'
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5620'
561
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560
0
'
559
0
'
558
0
'
557
0
'
556
0
'
5550'
5540
'
5530'
5520'
LEASE AREA A
BOUNDARY
BURIED IRRIG. PIPELINE
NO EASEMENT DOC.
PROVIDED
LEASE AREA A
BOUNDARY
BURIED GAS PIPELINES
NO EASEMENT DOC.
PROVIDED
BURIED IRRIG. PIPELINE
NO EASEMENT DOC.
PROVIDED
BURIED GAS PIPELINES
NO EASEMENT DOC.
PROVIDED BURIED IRRIG. PIPELINE
NO EASEMENT DOC.
PROVIDED
PROPOSED
ACCESS EASEMENT
PROPOSED
ACCESS EASEMENT
PROPOSED
ACCESS EASEMENT
PROPOSED
ACCESS EASEMENTPROPOSED
ACCESS EASEMENT
POINT OF BEGINNING
APN: 217917300732BOUNDARY
APN: 217917300732BOUNDARY
APN: 217917300732BOUNDARY
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TITLE EXC. #15
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PIPELINE EASEM.
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TO: AES CLEAN ENERGY, AES DEVCO NC LLC, AND FIRST AMERICAN TITLE INSURANCE COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE
WITH THE 2021 MIMIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY
ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6, 7, 8, 11, 13, 14, 16, 17. OF TABLE A
THEREOF. THE FIELDWORK WAS COMPLETED ON JULY 20, 2022.
THIS IS TO FURTHER CERTIFY THAT THIS PLAT REPRESENTS A SURVEY PERFORMED ON THE GROUND BY ME OR
UNDER MY DIRECT SUPERVISION AND SAID SURVEY COMPLIES WITH THE MINIMUM STANDARDS AND OTHER
REQUIREMENTS OF THE COLORADO BOARD OF REGISTRATION FOR ENGINEERS, SURVEYORS AND ARCHITECHS
R. HOWARD DAGGETT, CO. PLS #37945
DATE: 11/30/2022
SURVEYOR'S CERTIFICATION
NOTES
1). SEE SHEET 1 OF 3 FOR ALTA/NSPS SURVEY OF LEASE AREA A AND LEASE AREA B.
2). SEE SHEET 3 OF 3 FOR TITLE EXCEPTIONS, GENERAL SURVEY NOTES AND LEGAL DESCRIPTIONS.q
0 100 20050
Feet
1 in = 100 ft
LEGEND
PARCEL BOUNDARY
ADJOINER
SECTION LINE
QUARTER SECTION LNE
OVERHEAD ELECTRIC LINE
GRAVEL ROAD
FIELD ROAD (DIRT)
ASPHALT ROAD
BURIED GAS LINE
BURIED PRODUCED WATER LINE
BURIED IRRIGATION PIPELINE
EDGE OF EASEMENT
!.POWER POLE
L .S .15846
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1961
T6S, R92W
1/4 SECTION LINE
SW/4, SEC. 17 SE/4, SEC. 17
NW/4, SEC. 20 NE/4, SEC. 20
BURIED WATER PIPELINES
NO EASEMENT DOC.
PROVIDED
ABOVE GROUND WATER
& GAS VALVE ASSEMBLIES
WELL PAD
LOD
WELL PAD
LOD
EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732
11/30/2022 RHD CHANGE LABELS TO PROPOSED ACCESS EASEMENT
ROADRUNNER SURVEY & MAPPING, INC
2130 Roadrunner Trl.
Riesel, TX 76682
Tele:: (254) 730-7574
Email: info@rsmroadrunner.com
CLIENT
REVISIONSDATE:
DATE:
DATE:
BY:
BY:
BY:DESCRIPTION:
DESCRIPTION:
DESCRIPTION:
TITLE
+U +U
FIELD DATE(S):
PARTY CHIEF
DATE PRINTED:PLS:
PM:
TECH:PROJECT NO.SHEET NO.NO. OF SHEETS
4 42022-08-03RHD
RHD
RHD
RHD
7/16/2022 - 7/20/2022
ALTA/NSPS LAND TITLE SURVEY OF THE EAGLE SPRINGS SOLAR SITEIN THE EAST HALF OF SECTION 18 & THE WEST HALF OF SECTION 17, T6N, R92W, 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO
ALTA/NSPS LAND TITLE SURVEY OF THE EAGLE SPRINGS SOLAR SITEIN THE EAST HALF OF SECTION 18 & THE WEST HALF OF SECTION 17, T6N, R92W, 6TH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO(SITE SPECIFIC)
TO: AES CLEAN ENERGY, AES DEVCO NC LLC, AND FIRST AMERICAN TITLE INSURANCE COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE
WITH THE 2021 MIMIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY
ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6, 7, 8, 11, 13, 14, 16, 17. OF TABLE A
THEREOF. THE FIELDWORK WAS COMPLETED ON JULY 20, 2022.
THIS IS TO FURTHER CERTIFY THAT THIS PLAT REPRESENTS A SURVEY PERFORMED ON THE GROUND BY ME OR
UNDER MY DIRECT SUPERVISION AND SAID SURVEY COMPLIES WITH THE MINIMUM STANDARDS AND OTHER
REQUIREMENTS OF THE COLORADO BOARD OF REGISTRATION FOR ENGINEERS, SURVEYORS AND ARCHITECHS
R. HOWARD DAGGETT, CO. PLS #37945
DATE: 11/30/2022
SURVEYOR'S CERTIFICATION
TITLE COMMITMENT, SCHEDULE B, PART II, EXCEPTIONS, PARCEL 1
75. Right of way for ditches and canals as constructed by the authority of the United States, as reserved
in United States Patent recorded November 15, 1923, at Reception No. 85040. AFFECTS ALL OF LEASE AREA A AND LEASE AREA B.
76. Right of way for ditches and canals as constructed by the authority of the United States, as reserved
in United States Patent recorded June 12, 1939, at Reception No. 136057. AFFECTS ALL OF LEASE AREA A AND LEASE AREA B.
77. Mineral rights as conveyed by Mineral Deed recorded September 28, 1954, at Reception No. 187295,
and any and all assignments thereof or interests therein. AFFECTS ALL OF LEASE AREA A AND LEASE AREA B.
78. Terms, conditions, provisions, obligations, easements and agreements as set forth in the
Easement recorded August 19, 1994, at Reception No. 467462. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B.
79. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded May 19, 2003, at Reception No. 627540. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B.
80. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Easement
Deed recorded April 16, 2004, at Reception No. 650305. DOES NOT AFFECT LEASE AREA A, AFFECTS A PORTION OF LEASE AREA B.
81. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Pipeline
Easement and Right of Way recorded June 21, 207 at Reception No. 726036. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B.
82. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Pipeline
Easement and Right of Way recorded June 27, 2007, at Reception No. 726646. U NPLOTTABLE, CANNOT DETERMINE AFFECTS.
83. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Pipeline
Easement and Right of Way recorded April 29, 200,9 at Reception No. 767040. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B.
84. Terms, conditions, provisions, obligations and agreements as set forth in the Assignment/Transfer
recorded March 29, 2011, at Reception No. 800704. U NPLOTTABLE, CANNOT DETERMINE AFFECTS.
85. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No. 2011-49
recorded September 14, 2011, at Reception No. 808081. AFFECTS LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
86. Terms, conditions, provisions, obligations and agreements as set forth in the Land Use Change Permit
recorded June 20, 2012, at Reception No. 820265. AFFECTS LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
87. Terms, conditions, provisions, obligations and agreements as set forth in the Garfield County
Treasurers Deposit Agreement recorded June 21, 2012, at Reception No. 820333. U NPLOTTABLE, CANNOT DETERMINE AFFECTS.
88. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded June 24, 2013, at Reception No. 837118. AFFECTS A PORTION OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
89. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Access
Easement Agreement and Deed recorded December 31, 2014, at Reception No. 857779. AFFECTS ALL OF LEASE AREA A AND LEASE AREA B.
90. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Water Tank
Easement Agreement and Deed recorded March 2, 2015, at Reception No. 859925. DOES NOT AFFECT LEASE AREA A, DOES AFFECT A PORTION OF LEASE AREA B.
92. Right of way for ditches and canals as constructed by the authority of the United States, as reserved
in United States Patent recorded June 12, 1939, at Reception No. 136057. AFFECTS A PORTION OF LEASE AREA A, AFFECTS ALL OF LEASE AREA B.
93. Mineral rights as conveyed by Mineral Deed recorded September 28, 1954, at Reception No. 187295,
and any and all assignments thereof or interests therein. AFFECTS ALL OF LEASE AREA A, AFFECTS ALL OF LEASE AREA B.
94. Terms, conditions, provisions, obligations, easements and agreements as set forth in the
Easement recorded August 19, 1994, at Reception No. 467462. DOES NOT AFFECT LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
95. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded May 19, 2003, at Reception No. 627540. DOES NOT AFFECT LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
96. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded April 6, 2006, at Reception No. 695573. AFFECTS ALL OF LEASE AREA B, DOES NOT AFFECT LEASE AREA A.
97. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Pipeline
Easement and Right of Way recorded June 21, 2007, at Reception No. 726036. DOES NOT AFFECT LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
98. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Pipeline
Easement and Right of Way recorded June 27, 2007, at Reception No. 726646. DOES NOT AFFECT LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
99. Terms, conditions, provisions, obligations and agreements as set forth in the Assignment/Transfer
recorded March 29, 2011, at Reception No. 800704. AFFECTS ALL OF LEASE AREA A, AFFECTS ALL OF LEASE AREA B.
100. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded December 21, 2012, at Reception No. 828871. AFFECTS A SMALL PORTION OF LEASE AREA B, DOES NOT AFFECT LEASE AREA A.
TITLE COMMITMENT, SCHEDULE B, PART II, EXCEPTIONS, PARCEL 1 (CONT.)TITLE COMMITMENT, SCHEDULE B, PART II, EXCEPTIONS, PARCEL 2 (CONT.)
1. THIS SURVEY IS BASED ON A TITLE COMMITMENT ISSUED BY FIRST AMERICAN TITLE INSURANCE
COMPANY, FILE NO. NCS-1130169-NRG, DATED MAY 17, 2022.
2. THIS IS AN ALTA/NSPS LAND TITLE SURVEY OF LEASE AREAS A & B BEING A PORTION OF
PARCELS 1,2 AND 3 OF THE TITLE COMMITMENT INCLUDING TABLE A ITEMS 1, 2, 3, 4, 5, 6B,
7B1, 8, 10, 11A, 11B, 13, 14, 16, 17, 18, 19. THIS IS NOT AN ALTA/NSPS LAND TITLE SURVEY OF
PARCELS 1, 2, 3, 4, AND 5 OF THE TITLE COMMITMENT.
3. LEASE AREAS A & B ARE CONTAINED ENTIRELY WITHIN THE BOUNDARIES OF PARCELS 1, 2, AND
3.
4. LEASE AREAS A & B ARE BEING LEASED FROM THE OWNER OF PARCELS 1, 2, AND 3 FOR THE
PURPOSE OF DEVELOPING A SOLAR SITE.
5. THIS SURVEY IS BASED ON A TITLE COMMITMENT ISSUED BY FIRST AMERICAN TITLE INSURANCE
COMPANY, FILE NCS-1130169-NRG, COMMITMENT DATE: MAY 17, 2022.
6. THE BASIS OF BEARINGS IS THE COLORADO STATE PLANE COORDINATE SYSTEM, NAD 83,
CENTRAL ZONE.
7. DISTANCES REPORTED ON THIS SURVEY ARE GROUND DISTANCES. TO CONVERT TO STATE
PLANE GRID DISTANCES DIVIDE GROUND DISTANCES BY 1.0003029407 (COMBINED SCALE
FACTOR).
8. THE LOCATIONS OF BURIED UTILITIES SHOWN ON THIS SURVEY WERE DERIVED FROM PIN FLAGS
PLACED AS A RESULT OF COLORADO ONE-CALL SYSTEM TICKETS: A219700096-00A &
A219700094-01A.
9. THE LOCATION OF BURIED NATURAL GAS AND PRODUCED WATER PIPELINES WAS
SUPPLEMENTED BY A GOOGLE EARTH FILE PROVIDED BY TEP ROCKY MOUNTAIN LLC VIA EMAIL
ON 7/20/2022.
10. SEE SHEET 1 OF 3 FOR ALTA/NSPS LAND TITLE SURVEY OF LEASE AREAS A & B.
11. SEE SHEET 2 OF 3 FOR ALTA/NSPS LAND TITLE SURVEY OF ACCESS EASEMENT.
12. WITH REGARDS TO TABLE A ITEM 1, NO MONUMENTS HAVE BEEN PLACED AT THE CORNERS OF
LEASE AREA A OR LEASE AREA B AT THIS TIME. THESE MONUMENTS WILL BE PLACED AT A LATER
DATE.
13. WITH REGARDS TO TABLE A ITEM 2, THE ADDRESS OF THE SURVEYED PROPERTIES IS 5454
COUNTY ROAD 346, SILT, COLORADO.
14. WITH REGARDS TO TABLE A ITEM 3, THERE IS NO FLOOD ZONE DESIGNATION OF SURVEYED
PROPERTIES ACCORDING TO THE FEMA FLOOD MAP SERVICE CENTER.
15. WITH REGARDS TO TABLE A ITEM 4, THE GROSS LAND AREA OF LEASE AREA A IS 80.08 ACRES
MORE OR LESS, THE GROSS LAND AREA OF LEASE AREA B IS 16.04 ACRES MORE OR LESS.
16. WITH REGARDS TO TABLE A ITEM 5, THE VERTICAL RELIEF IS SHOWN ON SHEET 2 OF 3.
17. WITH REGARDS TO TABLE A ITEM 6,
18. WITH REGARDS TO TABLE A ITEM 7B1, THE FOOTPRINTS OF ALL BUILDINGS WITHIN THE
SURVEYED PROPERTIES ARE SHOWN ON SHEET 2 OF 3.
19. WITH REGARDS TO TABLE A ITEM 8, THERE WERE NO SUBSTANTIAL FEATURES OBSERVED IN THE
PROECESS OF THE FIELDWORK OTHER THAN THOSE SHOWN ON SHEET 2 OF 3.
20. WITH REGARDS TO TABLE A ITEM 10, THERE ARE NO DIVISION OR PARTY WALLS WITH RESPECT
TO ADJOINING PROPERTIES.
21. WITH REGARDS TO TABLE A ITEM 11A, NO PLANS OR REPORTS WERE PROVIDED
22. WITH REGARDS TO TABLE A ITEM 11B, PLEASE SEE GENERAL SURVEY NOTES 7 AND 8.
GENERAL SURVEY NOTES
23. WITH REGARDS TO TABLE A ITEM 14, THERE WILL BE AN ACCESS EASEMENT PRODUCED FROM
THE SURVEYED PROPERTIES TO GARFIELD COUNTY ROAD 315.
24. WITH REGARDS TO TABLE A ITEM 16, THERE WAS NO EVIDENCE OF RECENT EARTH MOVING
WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF
CONDCUTING THE FIELDWORK.
25. WITH REGARDS TO TABLE A ITEM 17, THERE WAS NO EVIDENCE OF PROPOSED CHANGES IN
STREET RIGHT OF WAY LINES OBSERVED IN THE PROCESS OF CONDUCTION THE FIELDWORK.
26. WITH REGARS TO TABLE A ITEM 18, ALL OFFSITE EASEMENTS PROVIDED BY AES HAVE BEEN
PLOTTED ON SHEET 2 OF 3.
AES Clean Energy, AES DevCo NC LLC, and First American Title Insurance Company.
LEGAL DESCRIPTION OF LEASE AREA A
TO BE PROVIDED ON NEXT REVISION
LEGAL DESCRIPTION OF LEASE AREA B
TO BE PROVIDED ON NEXT REVISION
42. Easements as stated, subject to and granted in Correction Warranty Deed recorded May 13, 2004, at
Reception No. 652066. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
43. Easements as stated, subject to and granted in Warranty Deed recorded April 23, 2004, at Reception
No. 650748. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
44. Easements as stated, subject to and granted in Correction Warranty Deed recorded May 13, 2004, at
Reception No. 652065. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
45. Easements as stated, subject to and granted in Second Correction Warranty Deed recorded July 12,
2004, at Reception No. 655807. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
46. Easements as stated, subject to and granted in Warranty Deed recorded May 18, 2004, at Reception
No. 652320. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS ALL OF ACCESS EASMENT IN SECTION 18. AFFECTS A PORTION OF ACCESS EASEMENT IN THE SW/4 OF SECTION 17.
47. Easements as stated, subject to and granted in Warranty Deed recorded August 24, 2004, at
Reception No. 658553. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
48. Easements as stated, subject to and granted in Warranty Deed recorded September 8, 2004, at
Reception No. 659510. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS A PORTION OF ACCESS EASEMENT IN THE SW/4 OF SECTION 17.
49. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded May 19, 2003, at Reception No. 627540. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
50. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded May 19, 2003, at Reception No. 627541. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
51. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded May 19, 2003, at Reception No. 627542. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
52. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded May 19, 2003, at Reception No. 627543. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
53. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Right-of-
Way and Easement Agreement recorded April 27, 2005, at Reception No. 673039. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
54. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Avigation
and Hazard Easement recorded August 21, 2008, at Reception No. 754441. AFFECTS ALL OF LEASE AREA A AND ALL OF LEASE AREA B. AFFECTS A PORTION OF ACCESS EASEMENT IN SECTION 17.
55. Terms, conditions, provisions, obligations and agreements as set forth in the Assignment recorded
March 31, 2010, at Reception No. 784055. U NPLOTTABLE, CANNOT DETERMINE AFFECTS.
56. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Pipeline
Right-of-Way and Easement Agreement recorded June 22, 2010, at Reception No. 787550. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
57. Terms, conditions, provisions, obligations and agreements as set forth in the West divide Water
Conservancy District Memorandum of Water Allotment Contract recorded April 29, 2011, at
Reception No. 801932. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
58. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Pipeline
Easement and Right of Way recorded September 9, 2011, at Reception No. 807934. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
59. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No. 2011-49
recorded September 14, 2011, at Reception No. 808081. AFFECTS ALL OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B. AFFECTS ALL OF ACCESS EASEMENT.
60. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Access
Easement Agreement recorded September 27, 2011, at Reception No. 808555. U NPLOTTABLE, CANNOT DETERMINE AFFECTS.
61. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Access
Easement Agreement recorded September 27, 2011, at Reception No. 808556. U NPLOTTABLE, CANNOT DETERMINE AFFECTS.
62. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Access
Easement Agreement recorded September 27, 2011, at Reception No. 808557. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. U NPLOTTABLE, CANNOT DETERMINE AFFECTS.
63. Terms, conditions, provisions, obligations and agreements as set forth in the Land Use Change Permit
recorded June 20, 2012, at Reception No. 820265. AFFECTS ALL OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B. AFFECTS ALL OF ACCESS EASEMENT.
64. Terms, conditions, provisions, obligations and agreements as set forth in the Garfield County
Treasurer's Deposit Agreement recorded June 21, 2012, at Reception No. 820333. AFFECTS ALL OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B. AFFECTS ALL OF ACCESS EASEMENT.
65. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded June 24, 2013, at Reception No. 837118. AFFECTS A PORTION OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
66. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Underground Right-of-Way Easement recorded September 27, 2013, at Reception No.
841302. AFFECTS A PORTION OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
67. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Access
Easement Agreement and Deed recorded December 31, 2014, at Reception No. 857779. AFFECTS ALL OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B. AFFECTS ENTIRE ACCESS EASEMENT.
68. Terms, conditions, provisions, obligations and agreements as set forth in the Joint Venture
Agreement for Further PV Solar Generation Development at Eagle Springs Organic Farm recorded
May 11, 2017, at Reception No. 892256. . AFFECTS A PORTION OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
69. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded February 23, 2017, at Reception No. 889359. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
70. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Quit Claim
Deed (Easement) recorded March 31, 2010, at Reception No. 784054. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
71. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Quit Claim
Deed (Easement) recorded March 23, 2006, at Reception No. 694644. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
72. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Easement
Deed recorded March 23, 2006, at Reception No. 694645. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
73. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Grant of
Easement recorded July 12, 1996, at Reception No. 495705. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
74. Easement as subject to as stated in Warranty Deed recorded June 23, 2010, at Reception No.
787615. AFFECTS A PORTION OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
9. Right of way for ditches and canals as constructed by the authority of the United States, as reserved
in United States Patent recorded January 21, 1911 at Reception No. 41153. DOES NOT AFFECT LEASE AREA A OR B, DOES NOT AFFECT ACCESS EASEMENT.
10. Right of way for ditches and canals as constructed by the authority of the United States, as reserved
in United States Patent recorded July 5, 1913, at Reception No. 47335. DOES NOT AFFECT LEASE AREA A OR B, DOES NOT AFFECT ACCESS EASEMENT.
11. Right of way for ditches and canals as constructed by the authority of the United States, as reserved
in United States Patent recorded August 7, 1919, at Reception No. 67206. DOES NOT AFFECT LEASE AREA A OR B, DOES NOT AFFECT ACCESS EASEMENT.
12. Right of way for ditches and canals as constructed by the authority of the United States, as reserved
in United States Patent recorded November 15, 1923, at Reception No. 85040. AFFECTS THE PORTION OF LEASE AREA A IN THE W/2 OF THE SW/4 & THE SW/4 OF THE NW/4 OF SECTION 17. DOES NOT AFFECT LEASE AREA B. AFFECTS ACCESS EASEMENT IN THE W/2 OF THE SW/4 OF SECTION 17.
13. Right of way for ditches and canals as constructed by the authority of the United States, as reserved
in United States Patent recorded June 12, 1939, at Reception No. 136057. AFFECTS ALL OF LEASE AREA B AND THE PORTION OF LEASE AREA A IN THE S/2 OF THE NE/4 & THE N/2 OF THE SE/4 SECTION 18. DOES NOT AFFECT ACCESS EASEMENT.
14. Mineral rights as conveyed by Mineral Deed recorded September 28, 1954, at Reception No. 187295,
and any and all assignments thereof or interests therein. AFFECTS ALL OF LEASE AREA A AND ALL OF LEASE AREA B. AFFECTS ACCESS EASEMENT IN THE W/2, SW/4 SECTION 17.
15. Terms, conditions, provisions, obligations, easements, and agreements as set forth in the
Easement recorded August 13, 1959, at Reception No. 206412. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS A PORTION OF ACCESS EASEMENT IN THE S/2 OF SECTION 17 (SHOWN ON SHEET 3).
16. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Contract
and Grant of Electric Transmission Line Easement recorded September 12, 1962, at Reception No.
218724. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
17. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Correction
Deed recorded July 17, 1967, at Reception No. 238429. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
18. Terms, conditions, provisions, obligations, easements and agreements as set forth in the
Easement recorded December 3, 1986, at Reception No. 376826. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS SMALL PORTION OF ACCESS EASEMENT IN THE SE/4 SECTION 17 (SHOWN ON PLAT).
19. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Agreement
and Grant of Ditch Easement recorded December 31, 1996, at Reception No. 503005. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
20. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Easement
Contract (Option) recorded September 2, 1993, at Reception No. 451997. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS PORTION OF ACCESS EASEMENT IN THE S/2, SE/4 SECTION 17. NO SPEIFIED WIDTH.
21. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Contract
and Grant of Easement recorded October 8, 1982, at Reception No. 333185. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
22. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Grant of
Easement for Access Road recorded August 26, 1963, at Reception No. 222594. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASMENT.
23. Terms, conditions, provisions, obligations, easements and agreements as set forth in the
Easement recorded August 5, 1976, at Reception No. 273845. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS A PORTION OF ACCESS EASEMENT IN THE SE/4 AND SW/4 OF SECTION 17 (SHOWN ON PLAT).
24. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Right of
Way Agreement recorded September 15, 1967, at Reception No. 238959. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
25. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Right of
Way Agreement recorded September 15, 1967, at Reception No. 238962. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS A PORTION OF ACCESS EASEMENT IN THE SW/4 AND THE SE/4 OF SECTION 17 (SHOWN ON PLAT).
26. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Electric Association, Inc. Right-of-Way Agreement recorded October 2, 1973, at Reception No.
260199. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
27. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Contract
and Grant of Easement recorded October 18, 1982, at Reception No. 333427. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS A PORTION OF ACCESS EASEMENT IN THE SW/4 AND THE SE/4 OF SECTION 17 (30’ WIDTH). (SHOWN ON PLAT)
28. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Contract
and Grant of Easement recorded February 15, 1983, at Reception No. 338461. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
29. Terms, conditions, provisions, obligations, easements and agreements as set forth in the
Easement recorded August 19, 1994, at Reception No. 467462. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B.
30. Easements, notes, covenants, restrictions and rights-of-way as shown on the plat of Rocky Mountain
Natural Gas Company - Weiners, recorded December 15, 1995, at Reception No. 486469. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. ?
31. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Right-of-Way Easement recorded September 21, 2000, at Reception No. 569672. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
32. Terms, conditions, provisions, obligations and agreements as set forth in the Trench, Conduit, and
Vault Agreement recorded May 21, 2001, at Reception No. 581256. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
33. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Holy Cross
Energy Underground Right-of-Way Easement recorded May 24, 2001, at Reception No. 581548. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
34. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No. 2002-24
recorded March 26, 2002, at Reception No. 599798. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
35. Easements as stated, subject to and granted in Warranty Deed recorded November 8, 2002, at
Reception No. 614281. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. AFFECTS ALL OF ACCESS EASEMENT IN THE SW/4 AND A PORTION IN THE SE/4 OF SECTION 17.
36. Easements as stated, subject to and granted in Warranty Deed recorded January 30, 2003, at
Reception No. 619734. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
37. Easements as stated, subject to and granted in Warranty Deed recorded July 25, 2003, at Reception
No. 632704. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
38. Easements as stated, subject to and granted in Warranty Deed recorded October 22, 2003, at
Reception No. 639143. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
39. Easements as stated, subject to and granted in Warranty Deed recorded April 16, 2004, at Reception
No. 650306. AFFECTS LEASE A AND LEASE AREA B. DOES NOT AFFECT ACCESS EASEMENT.
40. Easements as stated, subject to and granted in Warranty Deed recorded May 6, 2004, at Reception
No. 651634. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B.
41. Easements as stated, subject to and granted in Warranty Deed recorded April 21, 2004, at Reception
No. 650608. DOES NOT AFFECT LEASE AREA A OR LEASE AREA B. DOES NOT AFFECTS ACCESS EASEMENT.
91. Terms, conditions, provisions, obligations and agreements as set forth in the Joint Venture
Agreement for Further PV Solar Generation Development at Eagle Springs Organic Farm recorded
May 11, 2017, at Reception No. 892256. AFFECTS A PORTION OF LEASE AREA A, DOES NOT AFFECT LEASE AREA B.
TITLE COMMITMENT, SCHEDULE B, PART II, EXCEPTIONS, PARCEL 3 (CONT.)
11/20/2022 RHD SURVEY EXPANDED TO INCLUDE ACCESS EASEMENT
LEGAL DESCRIPTION OF ACCESS EASEMENT
TO BE PROVIDED ON NEXT REVISION
11/30/2022 RHD CHANGE LABELS TO PROPOSED ACCESS EASEMENT
WWWWWWWWWWWWWW
WWWWWWW W W W W WWWWW
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WWWWW GGGGGGGGGPARCEL 1PARCEL 2PARCEL 3EAGLE SPRINGS ORGANIC, LLCAPN: 217918100691EAGLE SPRINGS ORGANIC, LLCAPN: 21791174007310EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732EXISTINGSOLAR SITEB & B MAMM CREEK, LLCAPN: 217919100511BEDROCK RESOURCES, LLCAPN: 21791840072015' IRRIG. PIPELINE ESMTORGANIC GROWERS, LLCAPN: 21791720068730' ACCESS ESMT30' ACCESS ESMTOVERHEAD POWER LINES(HOLY CROSS)ESMT15' IRRIGATION ESMTOVERHEAD POWER LINES(HOLY CROSS)30' ELECTRICAL ESMTOVERHEAD POWER LINES(HOLY CROSS)PROCESS WATERLINE (2)GASLINE (1)PROCESS WATERLINE (2)GASLINE (1)PROCESS WATERLINE (2)GASLINE (1)EX. GRAVEL ACCESS ROAD ℄EX. LOW MAINTENANCE ROAD ℄EX. GRAVEL LOW MAINTENANCE ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. EPHEMERAL DITCHEX. WELL PADEX. WELL PADPROCESS WATERLINE (2)GASLINE (1)EX. OUTBUILDINGEX.GREENHOUSESEX. OUTBUILDINGEX. OUTBUILDING60' USA DOE ESMT25' WIDE PIPELINE ESMT20' PIPELINE ESMT15' IRR. ESMTEX. CULVERT ℄EX. GRAVEL ACCESS ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. LOW MAINTENANCE ROAD ℄EX. LOW MAINTENANCE ROAD ℄EX. WELL PADEX. GRAVEL ACCESS ROAD ℄PARCEL BOUNDARYEX. CULVERT ℄PROCESS WATERLINE (2)GASLINE (1)EX. LOW MAINTENANCE ROAD℄OVERHEAD POWER POLE (HOLY CROSS)EX. CULVERT ℄EX. FENCETO BE REMOVEDEX. FENCEEX. FENCEEX. FENCEEX. FENCEEX. FENCEGASLINE (1)-3.69%-3.22%-2.56%-3.64%-4.64%-4.05%-2.07%-3.50%-3.01%-3.14%-3.08%-3.37%-3.60%-5.69%-2.11%-1.97%-6.29%EX. FENCEEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. CONCRETE PAD (USE UNKNOWN)56105620563056105620
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EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/17/23PV-C.01.03 AA 3/17/23 30% RESUBMITTAL - - -- - -- - -- - -- - -- - -PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLYNGENERAL LEGENDEXISTING FEATURESEXISTING EASEMENTEXISTING UTILITY POLEEXISTING OVERHEAD POWERWEXISTING PROCESS WATERLINEGEXISTING GASLINEEXISTING EPHEMERAL DITCHEXISTING CONTOUR MINOREXISTING CONTOUR MAJOREXISTING GRAVEL ROADEXISTING PARCEL LINEEXISTING FENCEEXISTING FIELD ROADFENCE DEMO AND REMOVALFIELD ROAD DEMO AND REMOVAL
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WWWWW GGGGGGGGGPARCEL 1PARCEL 2PARCEL 3EAGLE SPRINGS ORGANIC, LLCAPN: 217918100691EAGLE SPRINGS ORGANIC, LLCAPN: 21791174007310EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732EXISTINGSOLAR SITEB & B MAMM CREEK, LLCAPN: 217919100511BEDROCK RESOURCES, LLCAPN: 21791840072015' IRRIG. PIPELINE ESMTORGANIC GROWERS, LLCAPN: 21791720068730' ACCESS ESMT30' ACCESS ESMTOVERHEAD POWER LINES(HOLY CROSS)ESMT15' IRRIGATION ESMTOVERHEAD POWER LINES(HOLY CROSS)30' ELECTRICAL ESMTOVERHEAD POWER LINES(HOLY CROSS)PROCESS WATERLINE (2)GASLINE (1)PROCESS WATERLINE (2)GASLINE (1)PROCESS WATERLINE (2)GASLINE (1)EX. GRAVEL ACCESS ROAD ℄EX. LOW MAINTENANCE ROAD ℄EX. GRAVEL LOW MAINTENANCE ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. EPHEMERAL DITCHEX. WELL PADEX. WELL PADPROCESS WATERLINE (2)GASLINE (1)EX. OUTBUILDINGEX.GREENHOUSESEX. OUTBUILDINGEX. OUTBUILDING60' USA DOE ESMT25' WIDE PIPELINE ESMT20' PIPELINE ESMT15' IRR. ESMTEX. CULVERT ℄EX. GRAVEL ACCESS ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. LOW MAINTENANCE ROAD ℄EX. LOW MAINTENANCE ROAD ℄EX. WELL PADEX. GRAVEL ACCESS ROAD ℄PARCEL BOUNDARYEX. CULVERT ℄PROCESS WATERLINE (2)GASLINE (1)EX. LOW MAINTENANCE ROAD℄OVERHEAD POWER POLE (HOLY CROSS)EX. CULVERT ℄EX. FENCETO BE REMOVEDEX. FENCEEX. FENCEEX. FENCEEX. FENCEEX. FENCEGASLINE (1)-3.69%-3.22%-2.56%-3.64%-4.64%-4.05%-2.07%-3.50%-3.01%-3.14%-3.08%-3.37%-3.60%-5.69%-2.11%-1.97%-6.29%EX. FENCEEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. CONCRETE PAD (USE UNKNOWN)56105620563056105620
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WWW70' PARCEL BOUNDARY TO LOD SETBACK(NEAR RESIDENTIAL AREA)15' IRRIGATION EASEMENT0' EASEMENT TO LOD SETBACK30' OVERHEAD POWER EASEMENT0' EASEMENT TO LOD SETBACK20' PARCEL BOUNDARY TO LOD SETBACK(NON-RESIDENTIAL AREAS)20' DRAINAGE LINE TO LOD SETBACK20' IRRIGATION LINE TO LOD SETBACK20' OVER HEAD POWER LINE EASEMENT0' EASEMENT TO LOD SETBACK20' DRAINAGE LINE SETBACK TO LOD5' LOD TO FENCE LINE SETBACK20' FENCE LINE TO MODULES SETBACKIRRIGATION LINEHOLY CROSS POWER LINESIRRIGATION LINEDRAINAGE LINEHOLY CROSS POWER LINESHOLY CROSS POWER LINESDRAINAGE LINEBUILDABLE AREA INITIALLY AVOIDEDDRAINAGE LINE20' DRAINAGE LINE TO LOD SETBACKPRODUCE WATER LINESCOUNTY ROADSDATEPROJECT TITLE:DESCRIPTIONAPV:PROJECT LOCATION:NO.KEY PLAN:PE STAMP:REVISIONS:SHEET NO:REV:SCALE AT 24" x 36":CHK:DWN:DES:DATE:PROJNUM:SHEET TITLE & DESCRIPTION:2180 South 1300 East, Suite 600Salt Lake City, UT 84106-2749(801) 679 - 3500ELECTRIC POWER ENGINEERING, INC.12600 W. COLFAX AVE, STE. C500LAKEWOOD, CO 80215(303) 431-7895 www.neieng.com0 100' 200' 300' 400'1" = 200'CONSTRAINTSCIVILPLOTTED: 3/28/2023 6:12 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.02.01 CONSTRAINTS.dwgXREFs: ..\..\2_Sheetset References\AES Titleblock Outline.dwg; ..\..\2_Sheetset References\CIVIL-CONSTRAINTS.dwg; ..\..\2_Sheetset References\ESPR1 - EAGLE SPRINGS_REV2.dwg; ..\..\2_Sheetset References\ESPR1 - Eagle Springs Organic-Topographic Survey SOUTH FACING SA.dwg; ..\..\2_Sheetset References\ESPR1 - Eagle Springs Organic-Topographic Survey NORTH FACING SA.dwg AES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/29/23PV-C.02.01 CA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTALC 3/29/23 30% RESUBMITTAL- - -- - -- - -- - -- - -PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLY200' 100' 0200' 400' 600'1"=200'NLEGEND:MODULE BUILDABLE AREAPARCEL BOUNDARYFENCE SETBACK LINESOUTH FACING SLOPESAngle min., % Angle max., %Distribution, %Color0.0015.0094.8315.0050.005.13LoDLIMIT OF DISTURBANCEEAGLE SPRINGSSITE CLASSCONSTRAINT DISTANCEPARCEL BOUNDARY (NEAR RESIDENTIAL)100' SETBACK TO MODULESPARCEL BOUNDARY (NON-RESIDENTIAL)20' SETBACK TO LODNHD FLOW LINENO SETBACK REQUIREDDRAINAGE LINE20' SETBACK TO LODIRRIGATION LINE20' SETBACK TO LODOVERHEAD POWER LINES20' SETBACK TO LODNORTH SLOPES GREATER THAN 5%AVOIDEDNORTH FACING SLOPESAngle min., % Angle max., %Distribution, %Color0.005.0089.255.0050.0010.75DRAINAGE LINEIRRIGATION LINESFENCE SETBACK LINEWOVERHEAD POWER LINESOHESLOPES GREATER THAN 15% FACING SOUTHSLOPES GREATER THAN 5% FACING NORTHSLOPES BETWEEN 5% SOUTH FACING AND15% NORTH FACING
WWWWWWWWWWWWWW
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WWWWW GGGGGGGGGPARCEL 1PARCEL 2PARCEL 3EAGLE SPRINGS ORGANIC, LLCAPN: 217918100691EAGLE SPRINGS ORGANIC, LLCAPN: 21791174007310EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732EXISTINGSOLAR SITEB & B MAMM CREEK, LLCAPN: 217919100511BEDROCK RESOURCES, LLCAPN: 21791840072015' IRRIG. PIPELINE ESMTORGANIC GROWERS, LLCAPN: 21791720068730' ACCESS ESMT30' ACCESS ESMTOVERHEAD POWER LINES(HOLY CROSS)ESMT15' IRRIGATION ESMTOVERHEAD POWER LINES(HOLY CROSS)30' ELECTRICAL ESMTOVERHEAD POWER LINES(HOLY CROSS)PROCESS WATERLINE (2)GASLINE (1)PROCESS WATERLINE (2)GASLINE (1)PROCESS WATERLINE (2)GASLINE (1)EX. GRAVEL ACCESS ROAD ℄EX. LOW MAINTENANCE ROAD ℄EX. GRAVEL LOWMAINTENANCE ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. WELL PADEX. WELL PADPROCESS WATERLINE (2)GASLINE (1)EX. OUTBUILDINGEX.GREENHOUSESEX. OUTBUILDINGEX. OUTBUILDING60' USA DOE ESMT25' WIDE PIPELINE ESMT20' PIPELINE ESMT15' IRR. ESMTEX. CULVERT ℄30'R (TYP)PROPOSEDLAYDOWNAREA(176,228 SF)403'271'EX. GRAVEL ACCESS ROAD ℄20' EX. ACCESS ROAD(EX RD TO BE IMPROVED)20' ACCESS ROAD20'EX. GRAVEL ACCESS ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. GRAVEL ACCESS ROAD ℄EX. LOW MAINTENANCE ROAD ℄TO BE MOVEDEX. LOW MAINTENANCE ROAD ℄EX. WELL PADEX. GRAVEL ACCESS ROAD ℄30'R (TYP)PARCEL BOUNDARY(TYP)284.31'142.12'519.67'119.4'20' ACCESS ROAD(END OF EX. RD IMPROVEMENT - AS NEEDED)12' PERIMETER ACCESS ROAD(START EX. RD IMPROVEMENT - AS NEEDED)12' EX. PERIMETER ACCESSROAD(EX. RD IMPROVEMENT - AS NEEDED)EX. CULVERT ℄20' EX. PERIMETER ACCESS ROAD(EX. ROAD TO BE IMPROVED )20' EX. ACCESS ROAD(EX. ROAD TO BE IMPROVED)3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATE30'R (TYP)EX. ACCESS ROAD(EX. RD TO BE IMPROVED - AS NEEDED)EX. ACCESS ROAD(EX. RD TO BE IMPROVED - AS NEEDED)EX. ACCESS ROAD(EX RD IMPROVEMENT TO CONTINUETO MAMM CREEK RD- AS NEEDED)PROCESS WATERLINE (2)GASLINE (1)12' PERIMETER ACCESS ROAD(EX. FIELD RD TO BE IMPROVED - AS NEEDED)12' PERIMETER ACCESS ROAD(EX FIELD RD TO BE IMPROVED - AS NEEDED)12' PERIMETER ACCESS ROAD(START OF EX FIELD RD IMPROVEMENT - AS NEEDED)12' PERIMETER ACCESS ROAD(START OF EX FIELD RD IMPROVEMENT - AS NEEDED)30'R (TYP)30'R (TYP)12' PERIMETER ACCESS ROAD12' PERIMETER ACCESS ROAD30'R (TYP)30'R (TYP)30'R (TYP)20' ACCESS ROAD20' ACCESS ROAD3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATE3' MAN GATEEX. LOW MAINTENANCE ROAD℄OVERHEAD POWER POLE ANDGUY WIRES(HOLY CROSS)12' PERIMETER ACCESS ROAD3' MAN GATE18.34'17'33.29'33.29'18.34'33.29'18.34'EX. CULVERT ℄PCS, BESS &SWITCHGEAR PADEX. FENCETO BE REMOVEDEX. FENCEEX. FENCEEX. FENCEEX. FENCEEX. FENCE20' EX. ACCESS ROAD(END OF EX. RD IMPROVEMENT)12' EX. PERIMETERACCESS ROAD(START EX. RDIMPROVEMENT - AS NEEDED)20' ACCESS ROAD20' ACCESS ROAD20'20'20'20'20'20'20'20'20'L2L3L4L5L6L7L8C1C2L11 C3 L13C4 L15
L16L17L18C5L20C6L22C7L24 C8L26L27 C9 L29 L30 L31EX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. CONCRETE PAD (USE UNKNOWN)111120'30'R (TYP)CULVERT AO&M SHED(20' X 8')ALBEDOMETERW/ 30' SETBACK30'R (TYP)L32L33C10L35L36
L37
L38
L39L40
L1CURVE TABLECURVE NO.C1C2C3C4C5C6C7C8C9C10LENGTH17.47'126.20'27.20'27.20'294.83'247.33'167.97'59.92'118.94'22.13'RADIUS40.00'187.43'40.00'40.00'1000.00'200.00'600.00'300.00'300.00'60.00'DELTA25°01'28"38°34'45"38°57'33"38°57'33"16°53'34"70°51'15"16°02'24"11°26'40"22°43'00"21°07'40"Line TableLine #L1L2L3L4L5L6L7L8L11L13L15L16L17L18L20L22L24L26L27L29L30L31L32L33L35L36L37L38L39L40Length233.200123.865119.436323.266527.139503.869175.468167.850421.93736.689118.873534.00799.774272.452311.239195.521176.10228.82727.48330.95350.52759.9721693.88194.046101.993163.011138.066107.903203.748152.933DirectionN89° 34' 34.36"WN80° 53' 05.51"WN73° 21' 10.97"WN66° 28' 14.89"WN73° 40' 56.11"WN60° 52' 26.14"WN50° 50' 01.15"WN64° 27' 33.97"WN00° 00' 00.00"EN38° 57' 33.48"EN00° 00' 00.00"ES89° 59' 43.92"WN89° 59' 37.38"WN89° 59' 37.38"WS73° 06' 25.95"WN36° 02' 19.35"WN19° 59' 54.93"WN33° 01' 41.53"WN45° 51' 31.56"EN23° 08' 31.44"EN23° 08' 31.44"EN23° 06' 08.61"EN88° 00' 01.96"WN88° 00' 01.96"WN66° 52' 21.75"WN00° 00' 00.00"EN00° 00' 09.18"EN00° 00' 49.74"EN00° 00' 00.00"EN90° 00' 00.00"WOPERATED BY AESCLEAN ENERGYIN CASE OFEMERGENCY CALL:(855) 679-3553PLACE ON ALL VEHICLE ACCESS GATESDATEPROJECT TITLE:DESCRIPTIONAPV:PROJECT LOCATION:NO.KEY PLAN:PE STAMP:REVISIONS:SHEET NO:REV:SCALE AT 24" x 36":CHK:DWN:DES:DATE:PROJNUM:SHEET TITLE & DESCRIPTION:2180 South 1300 East, Suite 600Salt Lake City, UT 84106-2749(801) 679 - 3500ELECTRIC POWER ENGINEERING, INC.12600 W. COLFAX AVE, STE. C500LAKEWOOD, CO 80215(303) 431-7895 www.neieng.com0 75' 150' 225' 300'1" = 150'CIVIL SITE PLAN----PLOTTED: 3/28/2023 4:54 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.03.01 CIVIL SITE PLAN.dwgXREFs: H:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\2_Sheetset References\AES Titleblock Outline.dwg; H:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\2_Sheetset References\ESPR1 - ARRAYS - 45%.dwg; H:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\2_Sheetset References\ESPR1 - EAGLE SPRINGS_REV2.dwg; ..\..\2_Sheetset References\CIVIL.dwg; ..\..\2_Sheetset References\CIVIL-CONSTRAINTS.dwg AES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/29/23PV-C.03.01 DA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTALC 3/17/23 30% RESUBMITTALD 3/29/23 30% RESUBMITTAL- - -- - -- - -- - -PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLYNGENERAL LEGENDHORIZONTAL CONTROLEXISTING FEATURESPROPOSED FEATURESLoDPROPOSED DISTURBANCE LIMITSPROPOSED SECURITY FENCEPROPOSED CONSTRUCTION LAYDOWN AREAPROPOSED EQUIPMENT PADEXISTING PARCEL LINEEXISTING FENCEEXISTING EASEMENTEXISTING POWER POLEEXISTING ROAD CENTERLINEEXISTING TREE LINEEXISTING OVERHEAD POWERPROPOSED CULVERTWEXISTING PROCESS WATERLINEGEXISTING GASLINEEXISTING STREAMPROPOSED ACCESS ROADEXISTING ROAD (TO BE IMPROVED AS NEEDED)PROPOSED ACCESS ROAD IMPROVEMENT OF EXISTING GRAVEL ROADPROPOSED ACCESS ROAD IMPROVEMENT OF EXISTING FIELD ROADKEY NOTES:PROPOSED 25' ACCESS GATE1SIGNAGE
NO SOLAR CONSTRUCTIONTRAFFIC BEYOND THIS POINTNO SOLAR CONSTRUCTIONTRAFFIC BEYOND THIS POINTNO SOLAR CONSTRUCTIONTRAFFIC BEYOND THIS POINT20' ACCESS ROAD(EX RD IMPROVEMENT TO CONTINUETO MAMM CREEK RD- AS NEEDED)NO SOLAR CONSTRUCTIONTRAFFIC BEYOND THIS POINTMAMM CREEK RDMAMM CREEK RD0100' 200' 300' 400'1" = 200'DATEPROJECT TITLE:DESCRIPTIONAPV:PROJECT LOCATION:NO.KEY PLAN:PE STAMP:REVISIONS:SHEET NO:REV:SCALE AT 24" x 36":CHK:DWN:DES:DATE:PROJNUM:SHEET TITLE & DESCRIPTION:2180 South 1300 East, Suite 600Salt Lake City, UT 84106-2749(801) 679 - 3500ELECTRIC POWER ENGINEERING, INC.12600 W. COLFAX AVE, STE. C500LAKEWOOD, CO 80215(303) 431-7895 www.neieng.comROAD USE PLANCIVILPLOTTED: 3/28/2023 6:10 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.05.01 ROAD USE PLAN.dwgXREFs: ..\..\2_Sheetset References\AES Titleblock Outline.dwg; ..\..\2_Sheetset References\CIVIL.dwg; ..\..\2_Sheetset References\ESPR1 - ARRAYS - 45%.dwg; ..\..\2_Sheetset References\CIVIL-CONSTRAINTS.dwg; ..\..\2_Sheetset References\ESPR1 - EAGLE SPRINGS_REV2.dwg AES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/29/23PV-C.05.01 DA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTALC 3/17/23 30% RESUBMITTALD 3/29/23 30% RESUBMITTAL- - -- - -- - -- - -PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLY200' 100' 0200' 400' 600'1"=200'N20' ACCESS ROAD (NEW CONSTUCTION)PROPOSED EGRESSPROPOSED FEATURESPROPOSED INGRESSPROPOSED EGRESS - EMS ONLYPROPOSED INGRESS - EMS ONLYGENERAL LEGENDEXISTING FEATURESEX. PARCEL LINEEX. LOW MAINTENANCE ROAD CENTERLINEPROPOSED CONSTRUCTION LAYDOWN AREAEX. GRAVEL ROAD CENTERLINEEXISTING ROADWAY TO BE IMPROVED TOMIN 20' WIDTH (AS NEEDED)EXISTING ROADWAY TO BE IMPROVED TOMIN 12' WIDTH (AS NEEDED)EXISTING GRAVEL ROAD TO BE IMPROVED TO 20' ROADEXISTING TRACK ROAD TO BE IMPROVED TO12' WIDE PERIMETER ROAD (AS NEEDED)
5580559056
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56
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5
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1
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56205580559056005
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5620561056205
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05620563056
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561056105610
56205630564
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WWWWW GGGGGGGGGPARCEL 1PARCEL 2PARCEL 3EAGLE SPRINGS ORGANIC, LLCAPN: 217918100691EAGLE SPRINGS ORGANIC, LLCAPN: 21791174007310EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732EAGLE SPRINGS ORGANIC, LLCAPN: 217917300732EXISTINGSOLAR SITEB & B MAMM CREEK, LLCAPN: 217919100511BEDROCK RESOURCES, LLCAPN: 217918400720ORGANIC GROWERS, LLCAPN: 21791720068760' USA DOE ESMT56
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05610
CWIPOPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFTSSOVERHEAD POWER LINES(HOLY CROSS)ESMTOVERHEAD POWER LINES(HOLY CROSS)OVERHEAD POWER LINES(HOLY CROSS)PROCESS WATERLINE (2)GASLINE (1)PROCESS WATERLINE (2)GASLINE (1)PROCESS WATERLINE (2)GASLINE (1)EX. GRAVEL ACCESSROAD ℄EX. GRAVEL ACCESSROAD ℄EX. GRAVEL ACCESSROAD ℄EX. WELLPADEX. WELLPADPROCESS WATERLINE (2)GASLINE (1)EX. OUTBUILDINGEX.GREENHOUSESEX. OUTBUILDINGEX. OUTBUILDINGEX. GRAVEL ACCESSROAD ℄EX. GRAVEL ACCESSROAD ℄EX. GRAVEL ACCESSROAD ℄EX. GRAVEL ACCESSROAD ℄EX. GRAVEL ACCESSROAD ℄EX. GRAVEL ACCESSROAD ℄EX. WELLPADEX. GRAVEL ACCESSROAD ℄PARCELBOUNDARY(TYP)VTCPROPOSEDLAYDOWNAREA(176,228 SF)PERIMETER ACCESS ROAD(RD IMPROVEMENT - AS NEEDED)PERIMETER ACCESS ROAD(RD IMPROVEMENT - AS NEEDED)ACCESS ROAD(EX RD TO BE IMPROVED - AS NEEDED)30'R(TYP)12' PERIMETER ACCESS ROAD30'R(TYP)VTCEX. CULVERT ℄EX. CULVERT ℄EX. LOW MAINTENANCE ROAD ℄SFOSF SF SFSFSFSFSFSFSFSFSCLSCLSCLSCLSCLSCLSCLSCLSF
SF
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SFSFSFSFSFSFSFSFSFSCL561520' EX. PERIMETER ACCESS ROAD(EX. ROAD TO BE IMPROVED )20' EX. ACCESS ROAD(EX. RD TO BE IMPROVED)20' ACCESS ROADEX. ACCESS ROAD(END OF EX. RDIMPROVEMENT - AS NEEDED)PERIMETER ACCESSROAD(START EX. RD IMPROVEMENT -AS NEEDED)20' EX. ACCESS ROAD(EX. ROAD TO BE IMPROVED)EX. ACCESS ROAD(EX. RD TO BE IMPROVED - AS NEEDED)EX. ACCESS ROAD(EX. RD TO BE IMPROVED - AS NEEDED)EX. ACCESS ROAD(EX RD IMPROVEMENT TO CONTINUETO MAMM CREEK RD- AS NEEDED)12' PERIMETER ACCESS ROAD(EX. FIELD RD TO BE IMPROVED - AS NEEDED)12' PERIMETER ACCESS ROAD(EX FIELD RD TO BE IMPROVED - AS NEEDED)12' PERIMETER ACCESS ROAD(START OF EX FIELD RD IMPROVEMENT - AS NEEDED)12' PERIMETER ACCESS ROAD(START OF EX. FIELD RD IMPROVEMENT - AS NEEDED)12' PERIMETER ACCESS ROAD20' ACCESS ROAD20' ACCESS ROAD12' PERIMETER ACCESS ROAD20' ACCESS ROAD20' EX. ACCESS ROAD(END OF EX. RD IMPROVEMENT)EX. PERIMETER ACCESSROAD(START EX. RD IMPROVEMENT -AS NEEDED)20' ACCESS ROAD20' ACCESS ROADSCL20' ACCESS ROAD55755580558555905595560056055610 56155620
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5630
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56
5
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6
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5
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55
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5644 56215622
56235624
20'VTCSFSFSFTSSCULVERT A56225623SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFOSFODATEPROJECT TITLE:DESCRIPTIONAPV:PROJECT LOCATION:NO.KEY PLAN:PE STAMP:REVISIONS:SHEET NO:REV:SCALE AT 24" x 36":CHK:DWN:DES:DATE:PROJNUM:SHEET TITLE & DESCRIPTION:2180 South 1300 East, Suite 600Salt Lake City, UT 84106-2749(801) 679 - 3500ELECTRIC POWER ENGINEERING, INC.12600 W. COLFAX AVE, STE. C500LAKEWOOD, CO 80215(303) 431-7895 www.neieng.com0 75' 150' 225' 300'1" = 150'GRADING & EROSIONCONTROL PLAN----PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLYNGENERAL LEGENDBMP LEGENDEXISTING FEATURESPROPOSED FEATURESPROPOSED ACCESS ROADLoDPROPOSED DISTURBANCE LIMITSPROPOSED SECURITY FENCEPROPOSED CONSTRUCTION LAYDOWN AREAPROPOSED EQUIPMENT PADEXISTING PARCEL LINEEXISTING FENCEEXISTING EASEMENTEXISTING POWER POLEEXISTING ROAD CENTERLINEEXISTING TREE LINEEXISTING OVERHEAD POWERPROPOSED CULVERTWEXISTING PROCESS WATERLINEGEXISTING GASLINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURSFSILT FENCESCLSEDIMENT CONTROL LOGCWACONCRETE WASHOUT AREAVTCVEHICLE TRACKING CONTROLTSSTOP SOIL STOCKPILESFOSILT FENCE OUTLET1. SITE CLEARING AND GRUBBING IS EXPECTED WITHIN SOLARARRAY PROJECT BOUNDARY AREA.2. FINAL GRADING DESIGN NOT INCLUDED IN 30% DESIGN.3. FIBER ROLLS AND SLOPE MATTING BEST MANAGEMENTPRACTICES SHOULD BE UTILIZED IF APPLICABLE WHENFINAL GRADING AND EROSION CONTROL DESIGN ISCOMPLETE.4. PROJECT AND BMP PHASING SHALL BE USED DURINGCONSTRUCTION TO LIMIT AND REDUCE SEDIMENT ANDEROSION CONTROL.5. ROCK OUTLETS SHOULD BE UTILIZED IN FINAL EROSIONCONTROL DESIGN.6. EPHEMERAL DITCHES SHOWN AS PROVIDED BY AES.7. ELECTRICAL FEATURES ARE SHOWN HERE FORILLUSTRATIVE PURPOSES ONLY.GESC NOTES553055305531PLOTTED: 3/28/2023 6:21 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.06.01 GRADING & EROSION.dwgXREFs: H:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\2_Sheetset References\AES Titleblock Outline.dwg; H:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\2_Sheetset References\ESPR1 - ARRAYS - 45%.dwg; ..\..\2_Sheetset References\CIVIL.dwg; H:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\2_Sheetset References\ESPR1 - EAGLE SPRINGS_REV2.dwg; H:\Project\3800\3803.001 Northumberland Solar - IEA\Drawings\_NEI\_References\PR-PLAN.dwg; .\PV-C.03.02 CIVIL SITE PLAN.dwg; ..\..\2_Sheetset References\CIVIL-CONSTRAINTS.dwgAES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/29/23PV-C.06.01 DA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTALC 3/17/23 30% RESUBMITTALD 3/29/23 30% RESUBMITTAL- - -- - -- - -- - -OPOUTLET PROTECTIONSFPROPOSED SILT FENCESCLPROPOSED SEDIMENT CONTROL LOGGLGLGLGLGLGLGL
GLGLGLGLGLPROPOSED CUTGLGLGLGLGLGLGL
GLGLGLGLGLPROPOSED FILLARRAY GRADING CRITERIA:·CUT FACTOR: 1.0·FILL FACTOR: 1.15·GRADING REVEAL WINDOW: 8"·MAX E-W SLOPE: 10%·MAX N-S SLOPE: 5%NOTES:·CUT/FILL QUANTITIES LISTED ARE RAW QUANTITIES AND DONOT ACCOUNT FOR SITE EXCAVATIONS OR ANY UTILITYEXCAVATIONS. THE QUANTITIES SHOWN WERE DETERMINEDUSING THE ANTICIPATED GRADES AS SHOWN ON THE SITEPLAN AND ARE FOR ESTIMATING PURPOSES ONLY.·GRADING DOES NOT INCLUDE SEDIMENT AND RUNOFFCONTROL OR INTERCONNECTION AREA GRADING.IPINTLET PROTECTIONEXISTING DITCH