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2021.0053 21-120 Farrellis Blackrock Civil Plans 2021-09-232 0 . 0 2 'WWWWWWCONTROLVALVECONTROLVALVEW S 3 6 ° 2 2 ' 3 5 " W 3 0 2 . 0 2 ' S 36°26'51"W 279.50'N 53°33'9"W 172.36'N 53°30'7"W 195.55'35034934834734634634634534534434334234133933834034534 5 SS SSSSSSSSSSSSSSSSSSSSS S 344343342341340 XXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXCOCOCOCOCOSDSDSDSDSDSDSDSDSD FOR MAINTENANCE CALL 1.800.338.1122 www.contechES.comTMClean water starts hereSDSDSDSDSDSD SD EXISTINGPROPOSEDSUBJECT PROPERTY LINEADJACENT LOT LINEEASEMENT LINERIGHT-OF-WAY LINECENTER LINECONTOUR, MAJORCONTOUR, MINORPOWER POLEGUY WIRESTREET LIGHTTELEPHONE LINETELEPHONE MANHOLETELEPHONE PEDESTALCABLE LINECABLE PEDESTALSEWER MAIN LINESEWER MANHOLESTORM MAIN LINETYPE I CATCH BASINCLEANOUTYARD DRAINWATER MAIN LINEWATER METERBLOWOFF VALVEFIRE HYDRANTGATE VALVENATURAL GAS LINEFOOTING DRAIN LINEROOF DRAIN LINEDOWNSPOUTCONIFEROUS TREEDECIDUOUS TREESTREET SIGNPOWER LINEPOWER VAULTCATCH BASINDSCOOVERHEAD POWER LINETVTTBOCONCRETEASPHALT PAVEMENTLANDSCAPINGGRAVELPOROUS ASPHALT160158160WETLAND BUFFER LINEHABITAT BUFFER LINE158YDCOVER SHEET AND EX SITE PLAN1 FARRELLIS BLACKROCK813 W YELM AVE , YELM, WA 985970SCALE:1" = 20'2040PROJECT INFOLEGAL DESCRIPTIONOWNER:FP YELM LLC1590 WILMINGTON DRDUPONT, WA 98327Section 24 Township 17 Range 1E Quarter SW NEBLA028302YL TR A Document 3655065PARCEL NUMBER21724130700BUILDING AREALOT SIZE:58,890 SFEX FOOTPRINT: 3,608 SFEX DRIVEWAY/ PARKING: 8,750 SFCONCRETE SIDEWALK: 1,077 SFTOTAL COVERAGE:13,435 SFOR 22%VERTICAL DATUMCONTRACTOR AS-BUILT:THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE CONTRACTDRAWINGS THAT SHALL INCLUDE, CLEARLY AND LEGIBLY MARKED,ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND UTILITIESENCOUNTERED DURING PROGRESS OF THIS PROJECT, AND ANYALTERATIONS MADE TO THE FACILITIES BEING INSTALLED. SAIDDRAWINGS SHALL BE MARKED "AS-BUILT" AND SHALL BE SUBMITTEDTO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT.CONSTRUCTION STAKING:THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY THEDESIGN ENGINEER OR BY A LICENSED LAND SURVEYOR.THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENTUNLESS CERTIFIED BY THE LAND DEVELOPER'S INC.ANY ALTERATIONS TO THE DESIGN SHOWN HERON MUST BEREVIEWED AND APPROVED BY THE LAND DEVELOPER'S, INCTOPOGRAPHIC NOTE:THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HASBEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BYOTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THELAND DEVELOPER'S, INC. CANNOT ENSURE ITS ACCURACY AND THUS ISNOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FORANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATEDINTO THESE DRAWINGS AS A RESULT.NOTE:THE CONTRACTOR SHALL BE FULLYRESPONSIBLE FOR THE LOCATIONAND PROTECTION OF ALL EXISTINGUTILITIES. THE CONTRACTOR SHALLVERIFY ALL UTILITY LOCATIONS PRIORTO CONSTRUCTION BY CALLING THEUNDERGROUND LOCATE LINE AT800-824-5555 A MINIMUM OF 48 HOURSPRIOR TO ANY EXCAVATIONBASIS OF BEARINGVICINITY MAPNTSPROJECTLOCATIONLEGENDTHURSTON COUNTY AERIALTHURSTON COUNTY ASSESSOR MAPTHE LAND DEVELOPER'S ENGINEERED SOLUTION 5737 LINDERSON WAY SW, TUMWATER, WA. 98501 PO BOX 4420, TUMWATER, WA. 98501 (360) 890-4806 E-MAIL: erik@thelanddeveloper.com THE LAND DEVELOPER, INC.a division of PROJECT: CLIENT: FARRELLIS BLACKROCK 813 W YELM AVE YELM, WA 98597 BLACKROCK INDUSTRIES REVISIONS: DATE:DRAWN BY:DATE:AGENCY NO:SHEET:JOB NO:OF21-120608/02/2021SaGFARRELLIS BLACKROCK NE 1/4, SECTION 24, TOWNSHIP 17 N., RANGE 1 E., W.M.ERI K B AINSWORTHPROFESSIONAL ENGI N EER STAT E OF WASHINGTONREGISTERED09/23/21SEPTIC TANKGREASERECEPTOREXISTINGBUILDINGEXISTINGPARKINGLOTEXISTINGPONDEXISTINGBIOFILTRATIONSWALEUTILITYEASEMENT15' UTILITYEASEMENTPROPOSED BUILDING AREAPROPOSED FOOTPRINT: 4,180 SFEX DRIVEWAY/ P-LOT: 33,200 SFCONCRETE SIDEWALK: 1,700 SFTOTAL COVERAGE: 39,080 SFOR 66%PROPOSED PARKING LOTPROPOSED ENLARGEDBIORETENTION PONDPROPOSED LANDSCAPING AREAPROPOSEDRESTAURANTFF 349.00EXISTINGBUILDING 2 0 . 0 2 'WWWWWWW S 3 6 ° 2 2 ' 3 5 " W 3 0 2 . 0 2 ' S 3 6 ° 2 6 ' 5 1 " W 2 7 9 . 5 0 'N 53°33'9"W 172.36'N 53°30'7"W 195.55'35034935134834734634634634534534434334234133933834034534 5 S S SSSSSSSSSSSSSSSSSSSSSSS S 34 4 34 3 34 2 34 1 3 4 0 XXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXX FOR MAINTENANCE CALL 1.800.338.1122 www.con techE S.c om TM Cle an water s tart s hereNOTE:FILTER FABRIC FENCES SHALL BEINSTALLED ALONG CONTOURSWHENEVER POSSIBLEJOINTS IN FILTER FABRIC SHALL BE SPLICEDAT POSTS. USE STAPLES, WIRE RINGS OREQUIVALENT TO ATTACH FABRIC TO POSTS.FILTER FABRICBACKFILL TRENCH WITHNATIVE SOIL OR 3/4" TO1-1/2" WASHED GRAVELMINIMUM 4"x4" TRENCH2"x4" WOOD POSTS, STEELFENCE POSTS, REBAR, OREQUIVALENT6' MAX.POST SPACING MAY BEINCREASED TO 8' IFWIRE BACKING IS USED12" MIN.2' MIN.2"x2"x14 Ga. WIRE OREQUIVALENT, IF STANDARDSTRENGTH FABRIC USEDSCALE:2SILT FENCENTS12" MIN.THICKNESSPROVIDE FULL WIDTH OFINGRESS/EGRESS AREAIF A ROADSIDE DITCHIS PRESENT, INSTALLDRIVEWAY CULVERTPER KCRDCSGEOTEXTILE4"- 8" QUARRYSPALLSR=25' MIN.25' MIN.EXISTING ROAD15' MIN.SCALE:1CONSTRUCTION ENTRANCENTSEROSION CONTROL PLAN2 0SCALE:1" = 20'2040THE LAND DEVELOPER'S ENGINEERED SOLUTION 5737 LINDERSON WAY SW, TUMWATER, WA. 98501 PO BOX 4420, TUMWATER, WA. 98501 (360) 890-4806 E-MAIL: erik@thelanddeveloper.com THE LAND DEVELOPER, INC.a division of PROJECT: CLIENT: FARRELLIS BLACKROCK 813 W YELM AVE YELM, WA 98597 BLACKROCK INDUSTRIES REVISIONS: DATE:DRAWN BY:DATE:AGENCY NO:SHEET:JOB NO:OF21-120608/02/2021SaGFARRELLIS BLACKROCK NE 1/4, SECTION 24, TOWNSHIP 17 N., RANGE 1 E., W.M.ERI K B AINSWORTHPROFESSIONAL ENGI N EER STAT E OF WASHINGTONREGISTERED09/23/21EXISTINGBUILDINGTO BEREMOVEDCONSTRUCTIONENTRANCECONSTRUCTION LIMITSSILT FENCEEXISTINGPOND TO BEREMOVED S 3 6 ° 2 2 ' 3 5 " W 3 0 2 . 0 2 ' S 3 6 ° 2 6 ' 5 1 " W 2 7 9 . 5 0 'N 53°33'9"W 172.36'N 53°30'7"W 195.55'35034935134834734634634634534534434334234133933834034534 5 34 4 34 3 34 2 34 1 3 4 0 XXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXX2. 2 0 %PROPOSED ASPHALTPARKING LOT2" ASPHALT OVER2" CSTC OVER6" CSBC OVERCOMPACTED SUBGRADEPER DETAIL 4-S3R20'R3'R20'R5'R3' R3.5' R3' R3'R3'R3' R3'R3'R20'30'16.85'22.47'9'9' 9'16.85'16.91'19.96'2 2 . 4 1 ' 1 6 . 9 1 '17.05'20.13'24.87'20.01'R3'R20'21.1'20.01'32.2'20.27'10.75'36.32'1 1 . 0 5 ' 6 1 . 9 9 ' 9. 1 8 ' 5 3 . 9 8 ' 1 0 ' 5 4 . 0 8 ' 1 1 ' 2 6 . 9 3 ' 1 0 ' 3 6 . 1 ' 1 7 . 7 '16.91'18.17'2 0 . 2 1 ' 4 5 . 1 4 ' 8' 4 5 . 1 4 ' 2 0 . 2 1 ' 1 9 . 7 1 ' 6 3 . 9 ' 9. 7 5 ' 6 3 . 6 6 ' 2 5 . 3 4 '10.01'16.91'17.05'16.85'17.05'9' 9' 9' 9' 9' 9'16.91'17.17'16.89'16.9'14.76'30'32.42'25.31'20.22'63.19'23.86'29.85'21.25'348.35348.10347.73347.03345.97348.05347.73347.73347.73348.90347.00346.05344.35345.00344.65347.73345.97347.03347.73GRADEBREAK348.50348.50344.70344.50345.09347.65348.10348.506" PVC ROOF DRAINTO TRENCHINSTALL CONTECH TREATMENTMANHOLE WITH (5) CARTRIDGESPER DETAIL SHEET 6RIM 344.45FL (IN) 341.351 9 . 4 8 ' 1 8 . 9 5 'INSTALL 20'X70'X4' GRAVEL INFILTRATIONTRENCH WITH 3/4" TO 1-1/2"CRUSHED WASHED ROCK AND (2) 12" PERFHDPE PIPE LAID FLAT PER DETAIL SHEET 6INSTALL TYPE 1 CBRIM 346.05FL346.05INSTALL TYPE 1 CBRIM 344.35FL341.35INSTALL TYPE 1 CBRIM 345.09FL 342.096" CSBCCOMPACTED SUB GRAVEL2" CSTC2" HMACLAYOUT PLAN3 0SCALE:1" = 20'2040THE LAND DEVELOPER'S ENGINEERED SOLUTION 5737 LINDERSON WAY SW, TUMWATER, WA. 98501 PO BOX 4420, TUMWATER, WA. 98501 (360) 890-4806 E-MAIL: erik@thelanddeveloper.com THE LAND DEVELOPER, INC.a division of PROJECT: CLIENT: FARRELLIS BLACKROCK 813 W YELM AVE YELM, WA 98597 BLACKROCK INDUSTRIES REVISIONS: DATE:DRAWN BY:DATE:AGENCY NO:SHEET:JOB NO:OF21-120608/02/2021SaGFARRELLIS BLACKROCK NE 1/4, SECTION 24, TOWNSHIP 17 N., RANGE 1 E., W.M.ERI K B AINSWORTHPROFESSIONAL ENGI N EER STAT E OF WASHINGTONREGISTERED09/23/21PROPOSEDBUILDINGPROPOSEDPARKINGPROPOSEDSTORAGEGENERAL NOTES (STREET CONSTRUCTION)1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHCITY OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THESTATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL INACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC,TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THECITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVEDTRAFFIC CONTROL IS IN PLACE.3. ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANYOTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BYAN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCHWORK.4. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BECUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSIONTYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THENEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDEFOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITHGRADE AR-4000W PAVING ASPHALT.5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE INACCORDANCE WITH THE STANDARD SPECIFICATIONS.6. SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVEDTESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADEBY AN ENGINEER BEFORE POURING CONCRETE.7. CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITYPRIOR TO ACCEPTANCE OF WORK.8. THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALLPERMANENT SIGNING.1SIDEWALK DETAILNTS2CURB DETAILNTS4TYP. PAVEMENT SECTIONSCALE: 1" = 5' - 0"CEMENT CONCRETEBARRIER CURB PERDETAIL 2/3SEE STREET DETAIL 4/3 2 0 . 0 2 'WWWWWWCONTROLVALVECONTROLVALVEW S 3 6 ° 2 2 ' 3 5 " W 3 0 2 . 0 2 ' S 3 6 ° 2 6 ' 5 1 " W 2 7 9 . 5 0 'N 53°33'9"W 172.36'N 53°30'7"W 195.55'35034935134834734634634634534534434334234133933834034534 5 S S SSSSSSSSSSSSSSSSSSSSSSS S 34 4 34 3 34 2 34 1 3 4 0 XXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXUTILITY PLAN4 0SCALE:1" = 20'2040THE LAND DEVELOPER'S ENGINEERED SOLUTION 5737 LINDERSON WAY SW, TUMWATER, WA. 98501 PO BOX 4420, TUMWATER, WA. 98501 (360) 890-4806 E-MAIL: erik@thelanddeveloper.com THE LAND DEVELOPER, INC.a division of PROJECT: CLIENT: FARRELLIS BLACKROCK 813 W YELM AVE YELM, WA 98597 BLACKROCK INDUSTRIES REVISIONS: DATE:DRAWN BY:DATE:AGENCY NO:SHEET:JOB NO:OF21-120608/02/2021SaGFARRELLIS BLACKROCK NE 1/4, SECTION 24, TOWNSHIP 17 N., RANGE 1 E., W.M.ERI K B AINSWORTHPROFESSIONAL ENGI N EER STAT E OF WASHINGTONREGISTERED09/23/21PROPOSEDBUILDINGPROPOSEDPARKINGPROPOSEDSTORAGEEXISTINGSEWERSERVICE TOREMAINEXISTING WATER SERVICEAND IRRIGATION SERVICETO BE RELOCATED TOLANDSCAPE ISLAND WWWWWWW S 3 6 ° 2 2 ' 3 5 " W 3 0 2 . 0 2 ' S 3 6 ° 2 6 ' 5 1 " W 2 7 9 . 5 0 'N 53°33'9"W 172.36'N 53°30'7"W 195.55'35034935134834734634634634534534434334234133933834034534 5COCOCOCO COSDSDSDSDSDSDSDSDSD FOR MAINTENANCE CALL 1.800.338.1122 www.con techE S.c om TM Cle an water s tart s hereSDSDSDSDSDSD SD 2. 2 0 %PROPOSED ASPHALTPARKING LOT2" ASPHALT OVER2" CSTC OVER6" CSBC OVERCOMPACTED SUBGRADEPER DETAIL 4-S3348.35348.10347.73347.03345.97348.05347.73347.73347.73348.90347.00346.05344.35345.00344.65347.73345.97347.03347.73GRADEBREAK348.50348.50344.70344.50345.09347.65348.10348.506" PVC ROOF DRAINTO TRENCHINSTALL CONTECH TREATMENTMANHOLE WITH (5) CARTRIDGESPER DETAIL SHEET 6RIM 344.45FL (IN) 341.35INSTALL 20'X70'X4' GRAVEL INFILTRATIONTRENCH WITH 3/4" TO 1-1/2"CRUSHED WASHED ROCK AND (2) 12" PERFHDPE PIPE LAID FLAT PER DETAIL SHEET 6INSTALL TYPE 1 CBRIM 346.05FL346.05INSTALL TYPE 1 CBRIM 344.35FL341.35INSTALL TYPE 1 CBRIM 345.09FL 342.09GRADING AND DRAINAGE PLAN5 0SCALE:1" = 20'2040THE LAND DEVELOPER'S ENGINEERED SOLUTION 5737 LINDERSON WAY SW, TUMWATER, WA. 98501 PO BOX 4420, TUMWATER, WA. 98501 (360) 890-4806 E-MAIL: erik@thelanddeveloper.com THE LAND DEVELOPER, INC.a division of PROJECT: CLIENT: FARRELLIS BLACKROCK 813 W YELM AVE YELM, WA 98597 BLACKROCK INDUSTRIES REVISIONS: DATE:DRAWN BY:DATE:AGENCY NO:SHEET:JOB NO:OF21-120608/02/2021SaGFARRELLIS BLACKROCK NE 1/4, SECTION 24, TOWNSHIP 17 N., RANGE 1 E., W.M.ERI K B AINSWORTHPROFESSIONAL ENGI N EER STAT E OF WASHINGTONREGISTERED09/23/21PROPOSEDBUILDINGFF 349.00PROPOSEDPARKINGPROPOSEDSTORAGEFF 345.50GRADING & DRAINAGE PLAN20.00'7 0 . 0 0 '137LF 8" HDPE @ 1.0%166LF 8" HDPE @ 1.0%61LF 12" HDPE @ 1.0%61LF 6" HDPE @ 1.0% 20'4" PERVIOUS ASPHALTOVER 8" OF CRUSHED WASHEDDRAIN ROCK BASE COURSEOVER 66" OF 3/4" TO 1-1/2"FRACTURED ROCKOVER SUBGRADEBOT TRENCHFF 339.50TYPICAL PAVEMENT &INFILTRATION TRENCH SECTIONNOTE:DRAIN ROCK TRENCH SHALLBEAR ON CLEAN SANDYGRAVEL, VERIFY WITHGEOTECH PRIOR TO BACKFILL1'(2)8" DIA PERFHDPE LAID FLATFL 340.50INSTALL FILTERFABRIC ON TOPAND SIDESNOT TO SCALETYPICAL PAVEMENT SECTION4.5'GRADING AND DRAINAGE PLAN6 THE LAND DEVELOPER'S ENGINEERED SOLUTION 5737 LINDERSON WAY SW, TUMWATER, WA. 98501 PO BOX 4420, TUMWATER, WA. 98501 (360) 890-4806 E-MAIL: erik@thelanddeveloper.com THE LAND DEVELOPER, INC.a division of PROJECT: CLIENT: FARRELLIS BLACKROCK 813 W YELM AVE YELM, WA 98597 BLACKROCK INDUSTRIES REVISIONS: DATE:DRAWN BY:DATE:AGENCY NO:SHEET:JOB NO:OF21-120608/02/2021SaGFARRELLIS BLACKROCK NE 1/4, SECTION 24, TOWNSHIP 17 N., RANGE 1 E., W.M.ERI K B AINSWORTHPROFESSIONAL ENGI N EER STAT E OF WASHINGTONREGISTERED09/23/21 WWWWWWW S 3 6 ° 2 2 ' 3 5 " W 3 0 2 . 0 2 ' S 3 6 ° 2 6 ' 5 1 " W 2 7 9 . 5 0 'N 53°33'9"W 172.36'N 53°30'7"W 195.55'35034935134834734634634634534534434334234133933834034534 5 34 4 34 3 34 2 34 1 3 4 0 XXXXXXXXXXXX X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXCOCOCOCOCOSDSDSDSDSDSDSDSDSD FOR MAI NTENANCE CAL L 1.800.338.1122 www.cont echES .comTMClea n wat er st arts hereSDSDSDSDSDSD SD LIGHTING PLAN7 0SCALE:1" = 20'2040THE LAND DEVELOPER'S ENGINEERED SOLUTION 5737 LINDERSON WAY SW, TUMWATER, WA. 98501 PO BOX 4420, TUMWATER, WA. 98501 (360) 890-4806 E-MAIL: erik@thelanddeveloper.com THE LAND DEVELOPER, INC.a division of PROJECT: CLIENT: FARRELLIS BLACKROCK 813 W YELM AVE YELM, WA 98597 BLACKROCK INDUSTRIES REVISIONS: DATE:DRAWN BY:DATE:AGENCY NO:SHEET:JOB NO:OF21-120608/02/2021SaGFARRELLIS BLACKROCK NE 1/4, SECTION 24, TOWNSHIP 17 N., RANGE 1 E., W.M.ERI K B AINSWORTHPROFESSIONAL ENGI N EER STAT E OF WASHINGTONREGISTERED09/23/21PROPOSEDBUILDINGPROPOSEDPARKINGPROPOSEDSTORAGE LOCATIONS OF LITHONIA OLW 23WALL PACK LIGHT (VERIFY WITHLIGHTING SUPPLIER PARKING LOTBRIGHTNESS PRIOR TOINSTALLING LIGHTS.)OLW23 LOCATION OF DSX0 LED P1 40KT5M MVOLT HS DUAL HEAD(VERIFY WITH LIGHTING SUPPLIERPARKING LOT BRIGHTNESS PRIORTO INSTALLING LIGHTS.)APPROX 0.1 FOOTCANDLE LINEAPPROX 1.0 FOOTCANDLE LINEAPPROX 0.5 FOOTCANDLE LINE1LIGHT POLE BASE DETAILNTSOLW23APPROX 0.5 FOOTCANDLE LINE