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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 ESMTSFSFSFSFOVERHEAD 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. WELLPADEX. GRAVEL ACCESSROAD ℄PARCELBOUNDARY(TYP)EX. CULVERT ℄EX. CULVERT ℄EX. LOW MAINTENANCE ROAD ℄EX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. EPHEMERAL DITCHEX. CONCRETE PAD(USE UNKNOWN)LODPSPSPSPSPSPSPSPSPSPSLODLODLODLODLODCWIPOPSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFVTCVTCSF SF SFSFSFSFSFSFSFSFSF
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SFSFSFSFSFSFSFSFSFVTCSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDATEPROJECT 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'RESTORATION PLAN----PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLYNGENERAL LEGENDEXISTING FEATURESPROPOSED FEATURESPROPOSED ACCESS ROADLoDPROPOSED DISTURBANCE LIMITSPROPOSED SECURITY FENCEPROPOSED EQUIPMENT PADEXISTING PARCEL LINEEXISTING FENCEEXISTING EASEMENTEXISTING POWER POLEEXISTING ROAD CENTERLINEEXISTING TREE LINEEXISTING OVERHEAD POWERWEXISTING PROCESS WATERLINEGEXISTING GASLINEEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR5530PLOTTED: 3/28/2023 4:58 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.06.02 RESTORATION 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\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; H:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\2_Sheetset References\CIVIL-CONSTRAINTS.dwgAES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/29/23PV-C.06.02 BA 3/17/23 30% RESUBMITTALB 3/29/23 30% RESUBMITTAL- - -- - -- - -- - -- - -- - -SFPROPOSED SILT FENCEEXISTING DITCHNOTES1.PERMANENT STABILIZTION TO BE ACHIEVED BY GRASS SEED CONVERED WITHSTRAW AND OTHER MULCHES AND TACKIFIERS, ROLLED, EROSION CONTROLPRODUCTS WITH GRASS SEED, OR BY HYDROSEEDING.2. PERMANENT SEEDING MIX SPECIFIED IN "EAGLE SPRINGS ORGANIC-VEGETATIONMANAGEMENT AND RECLAMATION PLAN-FINAL_03-22-2023".3. SURVEY AND TOPOGRAPHY DATA TAKEN FROM "EAGLE SPRINGS_REV2.DWG" BYROADRUNNER SURVEY & MAPPING, INC.; DATED NOVEMBER 20, 2022.4. EPHEMERAL DITCHES SHOWN AS PROVIDED BY AES.EROSION CONTROLPERMANENT SEEDINGRIPRAPPERMANENT SEEDING MIXBMP LEGENDSFSILT FENCELODLIMIT OF DISTURBANCEPSPERMANENT SEEDING
-1MINIMUM ULTRAVIOLET STABILITYMINIMUM GRAB TENSILE STRENGTHIN THE MACHINE DIRECTIONMINIMUM GRAB TENSILE STRENGTHIN THE CROSS MACHINE DIRECTIONMAXIMUM APPARENT OPENING SIZEEQUIVALENT STANDARD SIEVEMINIMUM PERMITTIVITYASTM D 435570%ASTM D 44910.05 SECASTM D 4751NO. 30100 LBS.120 LBS.ASTM D 4632ASTM D 4632VALUE *METHODMAXIMUM APPARENT OPENING SIZEIN THE CROSS MACHINE DIRECTIONMINIMUM GRAB TENSILE STRENGTHIN THE MACHINE DIRECTIONMINIMUM GRAB TENSILE STRENGTHTEST REQUIREMENT-1MAXIMUM PERMITTIVITYASTM D 44910.135 SECOR 10 gpm/sq ft at 50 mmconstant head.MINIMUM SPECIFIED VALUES.)THE AVERAGE OF MINIMUM TEST RESULTS ON ANY ROLL IN A LOT SHOULD MEET OR EXCEED THE * ALL NUMERICAL VALUES REPRESENT MINIMUM/MAXIMUM AVERAGE ROLL VALUES. (FOR EXAMPLE, PERCENTAGE OF STRENGTH RETAINEDAFTER 500 HOURS OF EXPOSURENOTE:1. THE GEOTEXTILE FABRIC SHALL BE PLACED IN THE EXCAVATED TRENCH, BACKFILLED, AND COMPACTED TO THEEXISTING GROUND SURFACE.2. WOODEN SUPPORT STAKES SHALL BE A MINIMUM DIMENSION OF 1-1/8" x 1-1/8" AIR OR KILN DRIED OF HICKORYOR OAK AND 4 FEET LONG. STEEL POSTS SHALL BE STUDDED "TEE" OR "U" TYPE WITH A MINIMUM WEIGHT OF 1.3POUNDS PER LINEAL FOOT AND 5 FEET LONG. POST SPACING SHALL BE A MAXIMUM OF 8 FEET FOR WOVENFABRIC AND 3 FEET FOR NON-WOVEN FABRIC.3. THE GEOTEXTILE FABRIC SHALL BE ATTACHED DIRECTLY TO THE UPSLOPE SIDE OF WOODEN POSTS WITH 0.5INCH STAPLES IN AT LEAST 3 PLACES, OR WITH WOODEN LATH AND NAILS. ATTACHMENT TO STEEL POSTS WILLBE BY WIRE FASTENERS OR 50 POUND PLASTIC TIE STRAPS ON THE UPSLOPE SIDE.4. THE GEOTEXTILE FABRIC SHALL CONSIST OF EITHER WOVEN OR NON-WOVEN POLYESTER, POLYPROPYLENE,STABILIZED NYLON, POLYETHYLENE, OR POLYVINYLIDENE CHLORIDE. NON-WOVEN FABRIC MAY BE NEEDLEPUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF. ALL FABRIC SHALL MEET THEFOLLOWING REQUIREMENTS:TYPICAL SECTIONEXISTING SOIL18" MIN.6"GEOTEXTILE FABRICSEE NOTE 4FILL SLOPETOE ANCHOR8'-0" MIN.COMPACTED BACKFILL6"FLOW DIRECTIONFLOW DIRECTIONGEOTEXTILE FABRICWOOD POSTSTAPLE ALL AROUNDSTAPLE ALL AROUNDSUPPORT STAKESEE NOTE 23NTSSILT FENCE INSTALLATIONC.07.01NOTES:1. EXCAVATE TO 4 INCHES BELOW THE PROPOSED PIPE ELEVATION.2. PROVIDE 4 INCHES STONE BEDDING AND 4 INCHES STONE BACKFILL.3. WHERE BELL AND SPIGOT PIPE IS USED, PROVIDE RECESSES TO RECEIVE PIPE BELL.4. UNDERCUT UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER AND BACKFILL WITH STONE OROTHER APPROVED MATERIAL.5. WHERE NECESSARY, TEMPORARILY DIVERT SURFACE WATER TO MAINTAIN A DRY CONDITION IN THEPIPE FOUNDATION. DIRECT THIS TEMPORARY FLOW INTO SUITABLE EROSION CONTROL DEVICES.BACKFILL INITIAL LIFT: 12"MAX. NON TRAFFIC AREAS:12" MAX. LIFTS TRAFFICAREAS: 6" MAX. LIFTSCOMPACTION: 95% MAX.DRY DENSITY (STANDARDPROCTOR)NO. 5, 57, OR 67 STONE12" BED OF COMPACTED CRUSHER RUN6NTSCULVERT CROSSING FILL AND COVERC.07.01NTSEROSION CONTROLDETAILS----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.comPLOTTED: 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.07.01 EROSION CONTROL DETAILS.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.07.01 DA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTALC 3/17/23 30% RESUBMITTALD 3/29/23 30% RESUBMITTAL- - -- - -- - -- - -PLAN VIEWPIPESECTION 'A-A'PIPEFES2NTSTEMPORARY EROSION LOG CULVERT INLET PROTECTIONC.07.01MIN. DISTANCE1.5 X DIA. OF PIPEFESEROSION LOGTRENCHLOGS INTOGRADE 2 IN.(TYP)NOTES:1) TOP OF STAKE SHALL NOT EXTEND PAST TOP OFEROSION LOG MORE THAN 2 IN.FLOWEROSION LOGS SHALL BETIGHTLY ABUTTED WITHNO GAPS (TYP.)NOTES:1) W = SEE TABLE(LENGTH OF THE RIPRAP APRON).2) L = SEE TABLE (LENGTH OF RIPRAP APRON).3) L₂ = RIPRAP TO BE INSTALLED UNDERNEATH 1/3THE LENGTH OF FLARED END SECTION (FES).4) d = 1.5 TIMES THE MAXIMUM STONE DIAMETERBUT NOT LESS THAN 6 INCHES.5) A FILTER BLANKET OR FILTER FABRIC SHOULD BEINSTALLED BETWEEN THE RIPRAP AND SOILFOUNDATION.I.D.3 TIMES INNERDIAMETER (I.D.)PLAN VIEWSECTION 'A-A'GEOTEXTILETYPE 2FILTERFABRICPIPEPIPERIPRAPAPRONdLL₂1FESFESPLAN VIEWPIPENOTES:1) L = 8' (LENGTH OF THE RIPRAP APRON).2) L₂ = RIPRAP TO BE INSTALLED UNDERNEATH 1/3THE LENGTH OF FLARED END SECTION(FES).3) d = 1.5 TIMES THE MAXIMUM STONE DIAMETERBUT NOT LESS THAN 6 INCHES.4) IN A WELL-DEFINED CHANNEL EXTEND THEAPRON UP THE CHANNEL BANKS TO ANELEVATION OF 6 INCHES ABOVE THE MAXIMUMTAILWATER DEPTH OR TO THE TOP OF THEBANK, WHICHEVER IS LESS.5) A FILTER BLANKET OR FILTER FABRIC SHOULD BEINSTALLED BETWEEN THE RIPRAP AND SOILFOUNDATION.RIPRAPAPRONSECTION 'A-A'FILTERFABRIC -GEOTEXTILECLASS 2dLPIPEL₂11SEE NOTE 4FESFES4NTSPIPE OUTLET TO WELL-DEFINED CHANNELC.07.015NTSPIPE OUTLET TO FLAT AREA (NO WELL-DEFINED CHANNEL)C.07.01WSIDE VIEWFRONT VIEWHARDWARE CLOTHWIRE FENCESTEEL FENCE POSTGRADENOTE:BURY WIRE FENCE, HARDWARECLOTH, AND SILT FENCE FABRIC 8INCHES INTO THE TRENCHGRADE18"SILT FENCEFABRICWIREFENCESTEEL FENCE POSTSET MAXIMUM 2'-0"APARTPLAN VIEW#57 OR #5 WASHED STONESTEEL FENCE POSTSILT FENCE FABRICON WIRE FENCEHARDWARE CLOTHON WIRE FENCEHARDWARECLOTHNOTE:SILT FENCE FABRIC TOOVERLAP HARDWARECLOTH BY 12 INCHESFLOW DIRECTIONFLOWFLOWFLOWOVERLAP12INCHESOVERLAP12INCHES8"NOTE:USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE AREADOES NOT EXCEED 1/4 ACRE AND THERE IS A LOWAREA. USE AS A REPAIR OF SILT FENCE FAILURES.#57 OR #5 WASHED STONE1NTSSILT FENCE ROCK OUTLETC.07.01
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.comNTSEROSION CONTROLDETAILS----PLOTTED: 3/17/2023 3:36 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.07.02 EROSION CONTROL DETAILS.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, CO4084.001JPDJPDBCBC2/16/23PV-C.07.02 BA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTAL- - -- - -- - -- - -- - -- - -
1.5"VARIES BASED ON GRADE SLOPEWORKING SURFACE ELEVATION(4" ROAD BASE GRAVEL)FINISH FLOOR ELEVATION(MIN 1' ABOVE FLOODPLAIN)2.0%3.0' (MIN.)3:1 MAX (TYP)STABILIZE ALL SLOPES> 5:1 WITH RETENTIONBLANKET PER CDOT STDM-216 OR APPROVEDEQUIVALENT5'-0"70'-0"42'-0"1'-5"4'-1"1'-6"2'-2"40'-0"6'-0"8'-0"
4'-2"
5'-3"
5'-0"NTSDATEPROJECT 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.comSITE DETAILS----PLOTTED: 3/28/2023 6:17 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.08.01 SITE DETAILS.dwgXREFs: ..\..\2_Sheetset References\AES Titleblock Outline.dwg; ..\PV ELEC\PV-E.06.06 INVERTER LAYOUT DETAILS.dwg AES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, CO4084.001JPDJPDBCBC3/29/23PV-C.08.01 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 ONLY8" MIN4NTS12 FT AND 20 FT WIDTH IMPROVED EXISTING ROAD DETAILC.08.016'1:
1
2-3% SLOPE6'NOTES:1. EXISTING ROADS SHALL BE IMPROVED ON AN AS NEEDED BASIS PER SHEET PV-C05.01.2. THE EXISTING PERIMETER FIELD ROAD PER SHEET PV-C05.01 SHALL BE IMPROVED PER THE ABOVE DETAIL .3. CONTRACTOR SHALL CONSTRUCT CROSS-SLOPE ROAD SECTION WHERE ACCESS ROADS ARE CONSTRUCTED ON A SIDESLOPE, AND WHERE OTHERWISE NOTED ON PLANS, TO ENSURE THAT ROADS AND SHOULDERS REMAIN WELL DRAINEDAT ALL TIMES.4. COMPACTED SUBGRADE SHALL BE A MINIMUM 12-INCHES OF SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTEDSOIL.5. 4:1 MAXIMUM SLOPE FROM EDGE OF GRAVEL TO EXISTING GROUND.6. AGGREGATE BASE COMPACTED TO A MINIMUM OF 98% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY (OREQUIVALENT).7. AGGREGATE BASE COURSE SHOULD CONSIST OF A BLEND OF SAND AND GRAVEL WHICH MEETS COLORADODEPARTMENT OF TRANSPORTATION (CDOT) CLASS 5 OR 6 SPECIFICATIONS8. ROAD GRADES ARE TYPICALLY INTENDED TO MATCH ADJACENT GRADE ALLOWING DRAINAGE TO SHEET FLOW ON ANDOFF ROADS EVENLY. FIELD ADJUST ROAD GRADES OR ROADSIDE SWALE LOCATIONS AS NECESSARY TO PREVENTRUNOFF FROM CONCENTRATING ALONG ROAD EDGES CAUSING EROSION.9. ROAD DESIGN BASED ON DESIGN-LEVEL GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON DATEDMARCH 1, 202310. ROADS SHALL HAVE 2" OF AGGREGATE BASE ADDED EVERY 5 YEARS, OR AS NEEDED TO MAINTAIN MINIMUM DEPTH.ROADS SHALL UNDERGO SEMI-ANNUAL MAINTENANCE.1NTSEQUIPMENT PAD GRADING DETAILC.08.0112' IMPROVED EXISTING ROAD - CROWNEDEDGE OF
GRAVEL
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2-3% SLOPE8" MINLC6'2-3% SLOPE6'12' IMPROVED EXISTING ROAD - CROSS SLOPEEDGE OF
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2-3% SLOPE3NTS20 FT WIDTH SOLAR ACCESS ROAD DETAILC.08.01NOTES:1. CONTRACTOR SHALL CONSTRUCT CROSS-SLOPE ROAD SECTION WHERE ACCESS ROADS ARE CONSTRUCTED ON A SIDESLOPE, AND WHERE OTHERWISE NOTED ON PLANS, TO ENSURE THAT ROADS AND SHOULDERS REMAIN WELL DRAINEDAT ALL TIMES.2. COMPACTED SUBGRADE SHALL BE A MINIMUM 12-INCHES OF SCARIFIED, MOISTURE CONDITIONED, AND RECOMPACTEDSOIL.3. 4:1 MAXIMUM SLOPE FROM EDGE OF GRAVEL TO EXISTING GROUND.4. AGGREGATE BASE COMPACTED TO A MINIMUM OF 98% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY (OREQUIVALENT).5. AGGREGATE BASE COURSE SHOULD CONSIST OF A BLEND OF SAND AND GRAVEL WHICH MEETS COLORADODEPARTMENT OF TRANSPORTATION (CDOT) CLASS 5 OR 6 SPECIFICATIONS6. ROAD GRADES ARE TYPICALLY INTENDED TO MATCH ADJACENT GRADE ALLOWING DRAINAGE TO SHEET FLOW ON ANDOFF ROADS EVENLY. FIELD ADJUST ROAD GRADES OR ROADSIDE SWALE LOCATIONS AS NECESSARY TO PREVENTRUNOFF FROM CONCENTRATING ALONG ROAD EDGES CAUSING EROSION.7. ROAD DESIGN BASED ON DESIGN-LEVEL GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON DATEDMARCH 1, 2023.8. ROADS SHALL HAVE 2" OF AGGREGATE BASE ADDED EVERY 5 YEARS, OR AS NEEDED TO MAINTAIN MINIMUM DEPTH.ROADS SHALL UNDERGO SEMI-ANNUAL MAINTENANCE.MIN 8" PROPERLY COMPACTEDAGGREGATE BASE12" COMPACTED SUBGRADE EXTENDED 2'ON EACH SIDE OF AGGREGATE BASEMIN 8" PROPERLY COMPACTEDAGGREGATE BASE12" COMPACTED SUBGRADE EXTENDED 2'ON EACH SIDE OF AGGREGATE BASELCLCMIN 8" PROPERLY COMPACTEDAGGREGATE BASE12" COMPACTED SUBGRADEMIN 8" PROPERLY COMPACTEDAGGREGATE BASECOMPACTED SUBGRADE EXTENDED 2' ONEACH SIDE OF AGGREGATE BASEMIN 8" PROPERLY COMPACTEDAGGREGATE BASECOMPACTED SUBGRADE EXTENDED 2' ONEACH SIDE OF AGGREGATE BASEMIN 8" PROPERLY COMPACTEDAGGREGATE BASECOMPACTED SUBGRADE EXTENDED 2' ONEACH SIDE OF AGGREGATE BASEPLAN VIEWSECTION VIEW
15'PRESS TREATED WOODPOST 5" TO 6" DIA.PROP. LINE POST SPECSNOT TO SCALEPRESS TREATED WOODPOST 5" TO 6" DIA.8'TBD12'PRESS TREATED WOODPOST 6" TO 7" DIA.12.5 GAUGE DOUBLE WRAPPED HIGHTENSILE DIAGONAL BRACE WIRES WITHCLASS 3 GALVANIZED COATING (TYP.)PROP. END BRACE SPECSNOT TO SCALEPRESS TREATED WOODPOST 5" TO 6" DIA.TBD8'12'PRESS TREATED WOODPOST 6" TO 7" DIA.PROP. END BRACE SPECSNOT TO SCALEPRESS TREATED WOODPOST 5" TO 6" DIA. (TYP.)12'8'TBD12.5 GAUGE DOUBLE WRAPPED HIGHTENSILE DIAGONAL BRACE WIRES WITHCLASS 3 GALVANIZED COATING (TYP.)PRESS TREATED WOODPOST 6" TO 7" DIA.12.5'12.5'8'TBDKNOX BOX OR SIMILARRAPID ENTRY SYSTEMPRESS TREATED WOODPOST 6" TO 7" DIA. (TYP.)12.5 GAUGE DOUBLE WRAPPED HIGHTENSILE DIAGONAL BRACE WIRES WITHCLASS 3 GALVANIZED COATING (TYP.)PROP. 25 FT GATENOT TO SCALENTSDATEPROJECT 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.com----PLOTTED: 3/17/2023 3:37 PMH:\Project\4000\4084.001 Eagle Springs PV_BESS_30 PCT PV_BESS_AES\4_DWGs\2_NEI\Solar\PV CIV\PV-C.09.01 FENCE DETAILS.dwgXREFs: ..\..\2_Sheetset References\AES Titleblock Outline.dwg AES Titleblock 24X36 v210209
EAGLE SPRINGSORGANICSILT, COFENCE DETAILS4084.001JPDJPDBCBC2/16/23PV-C.09.01 BA 1/23/23 30% SUBMITTALB 2/16/23 30% RESUBMITTAL- - -- - -- - -- - -- - -- - -PRELIMINARYNOT FOR CONSTRUCTIONFOR REVIEW & APPROVAL ONLYNOTE:1. DETAILED FENCING AND GATE SPECIFICATIONS TO BE SUPPLIED BY FENCINGCONTRACTOR.2. FENCING TO BE SUBSTANTIALLY SIMILAR TO THE REPRESENTATIVE DETAIL SHOWN ONTHESE PLANS. GUIDELINES FOR EXCLUSION FENCING DERIVED FROM "FENCING WITHWILDLIFE IN MIND" DOCUMENT FROM COLORADO PARKS AND WILDLIFE (CPW)