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17585 Winco Foods Site Plan-DRB Attachment 1-Application Plans
ITE DEVELOPMENT DRAWINGFORWINCO FOODBOZEMAN, MT3Cattail Street.T)crcoCODcnCDBaxter Rd.CO>oQCatamount St.PROJECTLOCATIONCITY LIMITS<9<5-ccCN03Catron St.Burke St<SitaTraenOrville WayC==faRawrfide RiTOe CtcnOCO_CCDBooth Ct.inBaxter RdVICINITY MAPNTSADDRESS2913 MAX AVENUE BOZEMAN MT 59718LEGAL DESCRIPTIONLOT 12B & 120 GALLATIN CENTER SUBDIVISION PUD PH IV. SECTION 35, T01S, R05E P.M.M. BOZEMAN,GALLATIN COUNTY MONTANA7SHEET INDEXSHEET NO.DESCRIPTIONCOVER SHEETC1.0DIMENSIONED SITE PLANC1.1GRADING & DRAINAGE PLANC2.0CIVIL DETAILSC2.1CIVIL DETAILSL1.0LANDSCAPE PLANA3.0FRONT ELEVATION - MATERIAL AND COLORA3.1FRONT ELEVATION - MATERIAL AND COLORA3.2NORTH ELEVATION (SIDE) - MATERIAL AND COLORA3.3WEST (REAR) ELEVATION - MATERIAL AND COLORA3.4SOUTH ELEVATION (SIDE) - MATERIAL AND COLORA3.5BUILDING SECTIONFP1.0FLOOR PLANFP1.1SECTIONS AND DETAILSFP1.2INTERIOR BUILDING SECTIONSSD3SITE - ELECTRICAL SITE PLANSD4SITE - LIGHTING PHOTOMETRICS PLANE—1CATTAIL STREET - LIGHTING PLANCNILdCATTAIL STREET - POLE AND PULL BOX SCHEDULESroILjJCATTAIL STREET - WIRING DIAGRAMm I >CATTAIL STREET - WATERTIGHT CONNECTIONSE—5CATTAIL STREET - TYPE 10-A LUMINAIRE STANDARD DTLoinpoofaoainfaPH£fasfaapw>wpDATE lllREVISIONS lllNO.-Lanclsdcape Design by:Civil Engineering by:Architectural Design by:RED BARN TREESMADISON ENGINEERINGTAIT AND ASSOCIATES INC.3084 THORPE ROAD BELGRADE, MT 59714 (406) 924-8038895 TECHNOLOGY BLVB, SUITE 203 BOZEMAN, MT 59718 (406) 586-0262 (406) 586-5740 FAX707 N 27TH ST BOISE ID 83702 (208) 345-2428Owner/Applicant:GALLATIN TR. LP2501 N JOSEY SUITE 120 CARROLLTON TX 75006-1600 972 389-1795<o<COVER SHEET tx\X IEXT’G STORM WATER DETENTION BASINXA?VEXT’G PEDESTRIAN BRIDGE:1ftIPS1A\-SOJi^b-A-ATf-—EXT’G XX” STORM SEWER NV IN XXXX.XX’SAWCUT EDGE OF EXT’G PAVEMENT A MIN OF 1’ FROM EDGE IMMEDIATELY PRIOR TO PAVING (TYP)S 894 8’52” W 423.59’EXT’G _ SIDEWALKSAWCUT AND REMOVE EXT’G CURB. CONSTRUCT NEW CURB AS SHOWNEXT’G CURB & GUTTERgiimSNqvtSTORAGE8”WATER MAIN/ rr s'1 ii | ii- n I n5p’ WIDE NTILI^H EASEMENTPROPOSED EDGE"OF PAVEMENT j (PHASE I)//^f FUTURE PHASE PARKING LOTPROPPED 6’ TALL! c|d|r fenceFUTUREPHASE-sp-• SD-IIIf !1 1 11 1 1I1 lO 11II 1 ^ J1 1 11. JL__J L A. 1 L J- SD---------------------SD--------10’ WIDE REAR- YARD SETBACKEXT’G UNDERGRND PRIVATE UTILITIESPROPOSED STORM WATER INFILTRATION SYSTEMXIXXEXT’G ASPHALTTRAIL N•fcpP / JPROPOSEDl HHpf JUNC B0X^| ' & UTILITY {I CONDUIT.xI PROPOSED ELECTRICALT I TRANSFORMERAT10’ WIDE ROW EASEMENT TO MFC' PER FILM 67 PAGE 186118 1EAM-rftEXT’G STREAM CORRIDOR. I I\x I. <4f4\ V <6'6^ A#1?biX4 SttELXI I XxrPROPOSED |l|||l| HF ROOF DRAIN \LOT 12-B3.417 acresPROPOSED RE ■CONCRETE TRASH COMPACTOR SLABto to0FORCED1128.5P-—AsAn—IBM = -(580.21N 89*58’5” W|30[ WIDE UTILITYElSENEltlT41.2812’ Wit E U Tl LI TOI WmSAWCUT AND REMOVE ' v LOT 12A AMENDED PLAT OF EXT’G CURB. CONSTRUCT LOT 12 PH I GALLATIN NEW CURB AS SHOWN CENTER SUB PUD PH IVZONING:B2REMOVED AND DISPOSE EXT’GOF SIGNAGE (TYP) PARKING LOTr |j_ IS 89E59’4JLW- -3%, U onCD\ EXT’G 8” WATER MAINiri<3=19’PROPOSED PCC S/W (TYP)\ EXT G 8 SAN SWR\PROPOSED SAN SWR I ^ SERVICE. LIVE TAPEXT’G 8” PVC MAINE5EXj iLijjQa -Tifiila11 - gB”-XPROPOSED CORABIKE RACKSS^f31.5ROPERTY K EXT’G FH TO BERELOCATED >.sww cvj-ia..........................m^SPOB EXT’G EIRE HYDRANTRtf CURRENTf LINE-TO BE RELOCATED 53.....................+-H)3JfflED38.7’ j-4|raPROPOSED REINFORC CONCRETE BACKUP GENERATOR ENCLOSURE SPOSED WATER &PRO^FIRE SERVICE. HOTTAP EXT’G 8”'Dl MAINPROPOSED CURB. & GUTTER (TYP)..ABSD-RELOCATED STORM SEWER-=SD-a\ai/7/PROPOSED TRENCH DRAIN & CDS s l WATER QUALITY MH E=L4 IJ -i;:50’ SI REAM Sb I BACK\ P)Y)_3O4) ju <<?<Gy4n . >.\pGySEWER MANHOLE ^ RIM ELEV = 4690.39 NVERT OUT = 4679.05\ '\ EX~ G\ PEDESTRIANBRIDGE-XDHP’-oiXp-SEWER MANHOLE RIM ELEV = 4692.37 INV. IN (S) = 4681.971 ’\R450’R100STX SD\N:3: OPPOSEDEEXEEEEEEIHrtttl IHPROPOSED PCD COLORED & SCORED S/W (TYP)aIH uMlI'f UJ ||b[g-tfirft__m©□ ©□ ©□ ||* yyPROPOSED ADA RAMP (TYP)lj ifill-is33 PROPOSED PCC X S/W (TYP)III III hi IRELOCATED 8” /' HWATER MA12 Cli-Oinr“ISPROPOSED PCC COLORED & SCORED S/W (TYP)MlttQi iOtUltM / MtMJtlEXT’G WATER MAIN TO BE RELOCATED'muXE"sa-tfPROPOSED ROOF DRAINPROPOSED REINFORCED CONCRETE TRUCK DOCK SLAB WITH SCREEN WALLSPROPOSED 3’ WIDE PCC VALLEY GUTTER AND 24” AREA DRAINPROPOSED.ADA RAMP (TYP)EXT’G 8” _ WATER MAINPROPOSED 10’ WIDE PCC /S/Wk u’<Y-3§■ -1 1PROPOSED 3’ WIDE PCC VALLEY GUTTITWIDE UTILITY /.EASEMENT^99’ —ER20oSAWCUT EDGE OF EXT’G PAVEMENT A MIN OF 1’ FROM EDGE IMMEDIATELY PRIOR TO PAVING (TYP)PROPERTY LINE ^EXT’G EDGE OE PAVEMENT4 499’PROPOSED CURB & GUTTER (TYP)\,SNOVi/ STORAGE1<3^25FROM[IE7’ WIDE BDEP. FRONT YAR[),I Lf I I I PROPOSED 3’ WIDE PCC VALLEYI IEXT’G 8” SAN SWRGUTTER(TYP/ip°v20’20’,b!oPROPOSED A[)A PARKING &c SIGNAGE (TYP) 28 ------------- 102’■>' 9’ 99’r 10’8^- J"18■PROPERTY --h + Tir^ LINEPROV 9POSED PCC COLORED & SCORED PAVEMENT (TYP)PROPOSED CURB & GUTTER (TYP)90F 4*yPROPOSED CURB & GUT!'UJ! IPROPOSED 4” WIDEPUBLIC 1ASEMENTPARKINGYARD SBTBAG .</P xXTB/STRIPING (TYP)SNOWSTORAGEW-w-TTOX"SEWER MANHOLE RIM ELEV = 4679.63 INVERT IN E = 4669.00 INVERT OUT N = 4668.827—oPROPOSED SIDEWALK CHASE x17’U‘k4*PROPOSED 30’ WIDE UTIL^Y EASEMENT18o-Zl P Q /1- /-vr^■*' >' 111 y'uj-r. u—I'IJ0R15’R15’R25I 32’28’1499PROPOSED 4” WIDE STRIPING (TYP)R4.I (TYP)20'ii : -2’\WbPE UTILl\ E /DEMENTPROPOSED EDGE OF PAVEMENT (PHASE I)FUTURE PHASEPROPOSED CURB & GUTTER (TYP)R25’SNOW RAGE iS89r4Z’03”W7335.23’/^EXT G STOP 7 SIGNj 1EXT’G FH TO BE RELOCATED PROPOSED PCC COLORED & SCORED PAVEMENT (TYP) PROPOSED ADA RAMP (TYP) PROPOSED ”NO ENTRANCE-EXIT ONLY” SIGNAGEPROPOSED ADA PARKING &SIGNAGE (TYP) ,475—---------4686.0—PR99’OPRtDSf^MF:d•\(ADrYFA J )\c 126’18X 4TR25’PROPOSED CURB GUTTER (TYP/oPROPOSED 6’ WIDE PCC S/W (TYP)□17’0)coDO --------PROPOSED PCC SWALE54’24’A-R4.(TYP)5’oPROPOSED PCC SWALE 81’X'V99’EXT’G 8” r WATER MAINi i r iEXT’G 8” SAN SWR_ PROPOSED 5’ WIDE PCC S/WPROPOSED ADA RAMP (TYP)i iREINSTALL EXT G CULVERT & FETSI I LX IF \ YSAWCUT EDGE OF EXT’GPAVEMENT 1.5’ FROM EDGE AND INSTALL 3’ WIDE VALLEY GUTTER PROPOSED 5’ WIDE PCC S/W & ADA RAMPSEWER MANHOLE RIM ELEV = 4681.81 INVERT OUT N = 4671.56PROPOSED CURB & GUTTER (TYP)SKJOV. STORAGE'1EXT’G EDGE OF PAVEMENT, 'Li IPROPOSED PCC COLORED & SCORED S/W (TYP)00iJ 26.rI CM.30] WIDE UTILITY^72'4E AS EM ENTV 15’ -1------------------------18’24’PROPOSED 4” WIDE STRIPING (TYP)PROPOSED ADA o| RAMP (TYP) °JCD63’t■ 999’PROPOSED 5 WIDE PCC S/Wi0F \woPROPOSED CURB4=& GUTTER (TYP) ^72’-----------------------lOoe >;t-G-8 -WATER MAINPROPOSED 4” WIDE STRIPING (TYP)PROPOSED CURBR100EXT G SIDEWALK -— w -PROPOSED ROADWAY STRIPING PER C.O.B. SCATTAIL STREEToooDSvw-w"T¥824’• 54R15R25r& GUTTER (TYP)-TR68PROPOSED RAMP (TYP)ADAvtf78^?,R30SNOWSTORAGE37R25R25-9^— 28’>PROPOSED 4” WIDE STRIPING (TYP)R15SNOWSTORAGES89'42103’lW—r wid^fSTR1P“330IACCESS JOM ROW/EXT’GSIDEWALKGPROPOSED CATTAIL STREET STREET LIGHTING. \TYP) SEE SHTS E1-E5SCALE 20 40 801”= 40PROJECT: WINCO FOODSOWNER: GALLATIN TR, LPATTN: RANDY TWIST 2501 N JOSEY SUITE 120 CARROLLTON TX 75006-1600 972 389-1795ARCHITECT: TAIT AND ASSOCIATES INC.ATTN: DAN ZIMMERMAN 707 N 27TH ST BOISE ID 83702 208 345-2428CIVIL ENGINEER: MADISON ENGINEERINGATTN: CHRIS G BUDESKI, PE 895 TECHNOLOGY BLVD SUITE 203 BOZEMAN MT 59718 406 586-0262LOCATION: LOT 12B & 12C GALLATIN CENTER SUBDIVISIONPUD PH IV. SECTION 35, T01S, R05E P.M.M. BOZEMAN, GALLATIN COUNTY MONTANAADDRESS: 2913 MAX AVENUE BOZEMAN MT 59718ZONING: B2SITE AREA: 494,835 SF 11.36 ACRES74,930 SF 32,500 SF127,327 SF 260,078 SF6.6:115.2:14.6:121.71% 2.92 ACRES 25.73% 5.97 ACRES 52.56%BLDG AREA RATIOPHASE I FUTURE TOTAL FARIMPERVIOUS AREALANDSCAPE AREA REQUIRED BIKE RACKSREQUIRED PARKING:PHASE I - WINCO: 74,930 SF X.85 = 63,690 SF63,690 SF/300 = 212 SPACESFUTURE PHASE(S): 36,500 SF X.85 = 31,025 SF31,025 SF/300 = 104 SPACES15.14%6.57%10% OF REQUIRED PARKING SPACESTOTAL REQUIRED: TOTAL ALLOWED:SPACES PROVIDED:STANDARD STALLS316 SPACES395 SPACES (12 ADA SPACES)395 SPACES (12 ADA SPACES)AFFORDABLE HOUSING THE PROJECT IS A COMMERCIAL PROJECT ANDIS NOT SUBJECT TO THE AFFORDABLE HOUSING ORDINANCEPARK REQUIREMENTTHE PROPERTY IS ZONED B2 AND THE PROJECT IS A COMMERCIAL DEVELOPMENT. NO PARKLAND DEVELOPMENT OR DEDICATION IS REQUIREDSTREET AND TRAFFIC A TRAFFIC STUDY HAS BEEN COMPLETEDFOR THIS PROJECT AND IS INCLUDED IN THSI APPLICATION.LEGENDS8SXT) coHP.mssPROPOSED CATTAIL STREET STREET LIGHTING. (TYP) SEE SHTS E1-E5<7 l**'Vv x>-CVp____Cvproposed CrosswalkAND STOP BAR STRIPING PER C.O.B. ^TDSvpV/yp10’ WIDE PUBLIC SIDEWALK EASEMENT _ 12’ WIDE PUBLIC UTILITY EASEMENT 0|XG'PROPOSED PCC COLORED & SCORED S/W (TYP)25’ WIDE PABI IMG SIDE YARD SETBACK5’ WIDE BLDG SIDEYARD SETBACK SEWER MANHOLE RIM ELEV=4688.24 NV OUT=4678.26SAWCUT EDGE 0 PAVEMENT 1.5’ FROM EDGE AND INSTALL 3’ WIDE VALLEY GUTTERSEWER MANHOLE RIM ELEV = 4686.49 INVERT IN = 4676.45M3’ | 12’' >- V-10.5’ 10’-4-VARIESEXT’G EDGE OF PAVEMENTw-wvW —y-R.O.W.CENTER LINE // '°iiL7/ XXSEWER MANHOLE RIM ELEV = 4685.74 INV IN E = 4675.21 INV OUT N = 4675.07. XXaGHoXG'op•J? =Listing rC^"|V-~CUEVCRTTT— w-36”x 3(N BMP18" RCPX.S'XaAP -B Ml4086.94x 4)409^ nGw4/tf, HGvMINOR CONTOUR (1”) MAJOR CONTOUR (5’) PROPERTY LINE/ROW EASEMENT LINE FENCE SEWER MAIN SEWER SERVICE WATER MAIN WATER SERVICE FIRE SERVICE STORM MAIN OVERHEAD POWER OVERHEAD TELEPHONE UNDERGROUND GAS UNDERGROUND PHONE UNDERGROUND ELECTRIC ROAD CENTERLINE CURB & GUTTER EDGE OF PAVEMENT EDGE OF GRAVEL EDGE OF CONCRETE EDGE OF BUILDING UNDERGROUND GAS UNDERGROUND ELECTRICHEAVY DUTY PAVEMENTPCC SIDEWALKS, PAVEMENT AND SLABXfIX]FOUND MONUMENT AS NOTEDCONTROL POINTBENCHMARKSEWER MANHOLESEWER CLEANOUTWATER VALVEFIRE HYDRANTCURB STOPWATER WELLSTREET SIGNBOLLARDLIGHT POLEPOWER POLEGUY ANCHORELECTRICAL PEDESTALELECTRICAL METERCLTELEPHONE PEDESTAL GAS METER(DGAS VALVE TEST PITPERC TEST ^TREE CONIFER (SIZE AS NOTED) / TREE DECIDUOUS (SIZE AS NOTED/CDOCHRIS G BUDESKI . 10825OfUjDEDRAWN BY: CGBREVIEWED BY: BLBPROJECT ENGINEER: CGBDESIGNED BY: CGBH10DVOGOXT)O <j ^h-5 [Vi YOD H fNly n ©S O vO□u CO GO rl ^ ip>SHEETLOT 12SITE PLANPROJECT: 16-142DATE: 12-15-17 &In IEXT G STORM WATER DETENTION BASINi nvTu l lEXT’G CURB INLET■ soVEXT’G PEDESTRIAN BRIDGEaA“iEXT’G 8” 'WATER MAINifljm"GMAEXT’G XX” STORM SEWER MV IN XXXX.XX’EXT’GSIDEWALKCH EXT’GCURB & GUTTER,0-&■0'm10’ WIDE REAR- YARD SETBACKEXT’G UNDERGRND PRIVATE UTILITIES~~—>31^3 'EXT’G ASPHALTTRAIL®GRADE BREAK TBC 4685.05—4682.0.N•CL ! |PROPOSED ADS STORM TECH SC-740 DETENTION SYSTEM.LENGTH = 350’ BOTTOM OF CHAMBER: SOUTH END-4680.0 NORTH END-4678.510’ WIDE ROW EASEMENT TO MPC PER FILM 67 PAGE 186Ip118’t7>EXT’G STREAM CORRIDOR<0tomGRADE BREAK HGH PNT TBC 4685.92' C * IGRADE BREAK TBC 4685.512” ADS PIPE S=0.5%GRADE BREAK LOW PNT TBC 4684.5uv_3UPi-vSD-■ SD-MATCH EXT’G TBCsf 4681.8±_—1—EXT’G CURB & GUTTERPI IIIIIIIII IN* to !! !! ' S'^ ii ii r- i—___________________l i i: u : : : : iFUTURE PHASE PARKING LOT""i i!.4-683.0FG 4683.6. ^ 1.— • nr4684.0.4684'mmg15” PVC ROOF DRAIN PIPING S=0.5%=SQ;FUTURE PHASE BLDG PAi ixROOF DRAIN PIPINGllA ■mmilt-b,LOT 12=13.417 acresSBLL-D^'AFG 4684.75n m ^EiSIDEWALK S=1.5% MAXI I I 1- I I ^YXJ “Hffl’1CURRENT PROPERTY S3 LINE-TO BE RELOCATED Ra468j&383WIDE PCC0%468GRADE&TBC 468MATCH EXT’G TBCMATCH EXT’G -ASPHALT GRADES AND CURBSVALLEY GUTTERXJ\EXT’G EIRE C HYDRANT-\[hutLsLpixnJta*g|siTIE[huAaLptXDG\cr >£1m48” CDS WATER v QUALITY MH RIM 85.7 12” INV 4680.6PROPOSED WINCO FOODS STORE F.F. ELEV. 4686.0IH hMl 6©□ Q§|_lGRADE BREAK-, TBC 4685.55*4685.i i r> i-TRENCH DRAIN GRATE 4681.92.0DO-------rDhui-*cr-I-1 I-1 LI i iH- l <1 l l l l l l I I <1 iU -PIN- LSIDEWALK S=1.5% MAX4683.5-12” ADS PIPE S=0.5%v 24” AREA DRAIN' RIM 4683.0 12” INV 4680.75EXT G \ PEDESTRIANBRIDGESEWER MANHOLE RIM ELEV = 4690 39 J INVERT OUT = 4679.05 J,^ ^ ui 'V, ' wv Ex4-SD SD81G4r4686.0468'4686.54687.04688.q4687.5LOT 12-(7.942 acres1 1TOP OF DOCK 4686.0ILL__BTM OF DOCK 4682.0M 1 :1AJ]15” PVC ROOF DRAIN PIPING S=0.5%GRADE BREAK 4682.5EDGE OF SLAB 4683.03’ WIDE PCC VALLEY GUTTER S=0.5%15” PVC ROOF DRAIN PIPING S=0.5%EDGE OF PAVEMENTmADE BREAK TBC 4685..GRADE GREAK^TBC 4685.90EXT’G 8” WATER MAIN<S>72\00PROPERTYEXT PARKIN# LOToCM 1 C\l(r\OF PAVEMENTI I I3’ WIDE PCC - VALLEY GUTTER - ^ S=0.5% (TYP)\ r/N<7.... 8”SAN SWR4682.(25,O'O'GUTTER GRADE 4683.27PROPERTYLINE/’9GRADE BREAK HGH PNT BC 4685.53-1hgh^^pnt""FG 84.65.11 II4k468,,f VV O'CO CP 'Co >Gq' o^’SIDEWALK - CHASEot-6^O4.5~ _MAX SLOPE IN ADA STALL = 2% ALL DIRECTIONS (TYP)\(f=%'468.148” DRY WELL RIM 4683.6- :H0.j\3’ W\DE PCC VAn.LEYGUTTER S=0.5% (TYP)55%’9&<3.MAX SLOPE IN ADA STALL = 2% ALL DIRECTIONS (TYP)/ ^DHb.O— I^ J'Se8AFUTURE PHASE BLDG PADGRADE BREAK TBC 4688.2GRADE GREAK TBC 4689.12END OF CURB TBC 4688.75HGH PNT GRADE BREAK TBC 4689.70XXTX-8> WATER MAINGONCCDoCONCRETE SWALEuF FtoFiCOto>NZw□RETE7%.SWALEtP&wo1683immm13 ,-'T&1 r .CJlfrXw68/-uo•Ck.—CO——$<6-(ir^Ul<F£/3S\n6V*6,tnO^6,'$6%(TCJ\7T’G EIRE t il,<4688'*689i•5V1~s----------%------*1—GRADE BREAK TBC 4688.35-4688.0--OMR-WVU2XEXT’G STOP 7 SIGN H2 1sSEWER MANHOLE RIM ELEV = 4693 37 J( NV. IN (S) = 4681.97'I ‘FAElM 9EXT’G SIDEWALKtJP--=— UP ^^-~UP'4689.0-GRADE BREAK TBC 4689.35.wv~w~-=L4’N° It^^vCATTAIL STREETI I.Fw>%<5>— r\ -- .-q.8.0•FINISH GRADE .4688.42■0<RESHAPE EXT G ROAD SIDE SWALE TO ENSURE POSITIVE DRAINAGE FROM RCP CULVERT MAX SIDE SLOPE 4:1■ - I1’ wid77k1 accessp43^-'STTTP 3 301 10M ROWFIBM = --680.217’Wit E IfILITYPUBLIC EASEMENT'RON'[ TP PARK 11J (3 YARD SETBACKWIDEFRONTRLEYARDSETBACK'w-w -TNXSEWER MANHOLE RIM ELEV = 4679.63 INVERT IN E = 4669.00 INVERT OUT N = 4668.82EXT’G 8”r WATER MAIN..................rVT’D Q”REMOVE EXT’G ASPHALT /DRIVEWAY AND CULVERT AND CONSTRUCT DRAINAGE SWALE TO MATCH EXT’G. REINSTALL EXT’G CULVERT UNDER NEW DRIVEWAY.I I A/QWW /RESHAPE EXT’G ROAD SIDE SWALE TO ENSURE POSITIVE DRAINAGE FROM RCP CULVERT. MAX SIDE SLOPE 4:1SAWCUT EXT’G ASPHALT AND MATCH EXT’G GRADESSEWER MANHOLE RIM ELEV = 4681.81 INVERT OUT N = 4671.56RELOCATED ARCHED RCP CULVERT W/FETS INV IN 4678.50 INV OUT 4678.2EXT’G EDGE OF PAVEMENT IEXT’GSIDEWALKwuxyQV>IWVIyu-11JPUALWV ^\N^ 13” X 22”ARCHED RCP _ CULVERT W/FETS INV IN 4684.50 INV OUT 4684.34EXT’G EDGE OF PAVEMENT44/010’ WIDE PUBLIC SIDEWALK EASEMENT 12’ WIDE PUBLIC UTILITY EASEMENTSAWCUT EXT G ASPHALT AND MATCH EXT’G GRADES■25' WIDE PARKING SIDEYARD SETBACK5’ WIDE BLDG SIDEYARD SETBACK SEWER MANHOLE RIM ELEV= 4688.24 INV 0UT=4678.26SEWER MANHOLE RIM ELEV = 4686.49 NVERT IN = 4676.45R.O.W.CENTER LINE// If-SEWER MANHOLE RIM ELEV = 4685.74 INV IN E = 4675.21 INV OUT N = 4675.07EXISTING RffCULVERTSw-w-I II93oroF#” RCP■? = = - = = =/A18 RCPP -BlJi4986.94°4p°4pSCALE 0 20 40801”= 40GRADING. PAVING & DRAINAGE:1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE STREETS OVER NIGHT.2. SITE CONTRACTOR SHALL SUBMIT AN APPLICATION AND PROCURE A STORM WATER DISCHARGE PERMIT PRIOR TO DISTURBANCE OF SITE.3. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION.4. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC.STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE.5. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).6. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER’S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK.7. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).8. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234 (SUB BASE COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS). COMPACT TO 95% OF THE MAXIMUM DRY DENSITY AT +/- 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR).9. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT CONCRETE PAVEMENT) MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF 92% OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY.10. PIPE BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILLED WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. PIPE BEDDING AND TRENCH BACKFILL SHALL BE PLACED IN THIN LAYERS NOT EXCEEDING 6” IN LOOSE THICKNESS, CONDITIONED TO THE PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 97% RELATIVE COMPACTION.11. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN.12. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE.13. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2H:1V. MAXIMUM SLOPE IN DETENTION BASIN 4:114. ALL PLANTER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL MINIMUM 6” THICK. STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKFILL.CURBS & SIDEWALKS1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES.2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS IN ACCORDANCE WITH CITY OF BOZEMAN CURRENT ADA REQUIREMENTS.3. SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK OVER COMPACTED SUBGRADE AND BASE ROCK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE.inOCHRIS G BUDESKIor-00825 PEDRAWN BY: CGBREVIEWED BY: BLBPROJECT ENGINEER: CGBDESIGNED BY: CGB^ O< toO «wcD HN=l PSHEETCl.lWINCO - LOT 12GRADING PLANPROJECT: 16-142DATE: 12-17-17 OUTLETw24SUMPINLAND FOUNDRY #772 CAST IRON 4” FRAME AND GRATE. ASTM CLASS 30 GRAY IRONDETECTABLEWARNINGSURFACECMCO18864 MIN.INLAND FOUNDRY 772 CAST IRON 4” FRAME AND GRATE.4” GRADE RINGNOTE:WINGS AT 18” FOR RAMPS IN LINE WITH SIDEWALK, 6’ FOR RAMPS IN LINE WITH WALKPARALLEL RAMP ON TANGENT24” DIA. REINFORCED CONCRETE PIPEMANUFACTURED TO ASTM C-76NO LIP —v-------------------VARIES-----------------------l____®.i . « ♦ ■* ” •• ' a ' .^SECTION THROUGH RAMPMIN. 3” OF 1” CRUSHED ROCK BASENOTES:1. TEXTURE TO MEET LOCAL CODE2. ALL RAMPS AND ACCESSWAYS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA).DETAIL6 BASE SLAB AS SECONDARY POURC2ADA ACCESSIBILITY RAMPCONTRACTOR TO GROUT OPENING. PIPE 0.D. + 3”6” MIN COMPACTED GRANULAR BEDDING■COMPACTED SUBGRADEC.2DETAIL34”24” ID, AREA DRAIN/, GRADECORA BIKE RACK DOUBLE LOADED OWNER TO SELECT COLOR4” THICK CONCRETE SLAB (M-4,000 PSI) SET ON 3” COMPACTED CRUSHED ROCK BASE.12DOD■2-6’ WIDE GATE■RAILINGTTDETAILG2.oy (CORA BIKE RACKN.T.S.12-CORNERPOSTCHAIN LINK FABRICBRACEPOSTTOPRA L4”TFCOROUNDEDCONCRETECAP6” DIA. PRIME COATED SCHED 40 STEEL PIPE FILLED WITH CONCRETEPAINT PIPE AND CAP WITH SAFETY YELLOWSLOPING CONCRETE CAPFINISH GRADE4000 PSI CONCRETE BASECEDAR FENCE BOARDS2X4 CEDAR NAILER/BACKERPROPERTY LINE------------W — —4X4 P.T. POSTS (TYP.) ■8-0” O.C., TYP-------------------INTEGRAL CURB & GUTTERPLAN VIEW2X4 CEDAR NAILER/BACKER6’—0”NT---\/-----2’*/MAINTAIN 6” CLRNCE FROM BOTTOM OF -1 BOARDS TO GROUNDiCEDAR FENCE BOARDS2X4 CEDAR NAILER/BACKERSEE SITE PLAN2X4 CEDAR NAILER/BACKER1’ DIA. CONCRETE (TYP.)ELEVATION VIEW 4 ^ DETAILBLVDS/WEND CURBEND CURB<□<bCOEXPANSION JOINTSINSTALL EXPANSION JOINT IF DRIVEWAY IS P.C.C. PAVEMENTCONTRACTION JOINTS (TYP.) - SPACE AT 5’ INTERVALS IN SIDEWALK, 10’ INTERVALS APRONEXPANSION JOINTS AT CURB RETURNSCURB & GUTTERG2.oy TYPICAL 6-LOOT cedar fenceN.T.S.DRIVEWAY A.C.C. ■ PAVEMENT)DRIVEWAY APRON1/4” PER FOOT SLOPE ACROSS SIDEWALK6” THICK M-4000 PSI CONCRETESTREET SURFACE-LANDSCAPEDAREA/mmmmm'—/---7d----7f /(typ.)LCO\\VCO\3 MIN.-1COMPACTED WASHED ROCK OR ROAD MIXCOMPACTED SUBGRADESECTION A-A6 -MINUS UNCRUSHED BASE COURSE-PIT RUN PER GEOTECH RECOMENDATION IN ACCORDANCE W/ MPW 22341=1 I tCOMPACTED BASE ROCK6V DETAILCOMPACTEDSUBGRADE€2.oy NON-RESIDENTIAL DRIVEWAY APPROACHC.O.B. STD DETAIL 02529-13NOTE:1. P.C.C. TO BE 4,000 PSI @ 28 DAYS. CONCRETE TO BE PLACED ON APPROVED COMPACTED SUB GRADE AND BASE ROCK.2. CONTRACTION JOINTS SHALL BE PLACED AT 10’ INTERVALS AND SHALL EXTEND A MINIMUM OF 20% THROUGH THE CONCRETE.BUILDING(2DETAILCONCRETE SWALEN.T.S.n VARIES-BOTTOMRAILID_________I18”NOTE:1. CONTRACTOR MAY USE ROLL OFF CONTAINER AT HIS DISCRETION.■SELFSUPPORTEDFENCECOMPACTED NATIVE BACKFILLHIGH CAPACITY INFILTRATOR ADS - STORMTECH SC-740INSTALL 2” FREE DRAINING WASHED SEWER ROCK FROM BOTTOM OF INFILTRATOR TO EXST. GRAVEL LAYER. GEOTECHNICAL ENGINEER SHALL BE ON-SITE DURING EXCAVATION TO VERIFY FREE DRAINING GRAVEL MATERIAL DEPTH.EXST. GRAVEL LAYERNo6 MIN30—v51PAVEMENTTOPSOILPAVEMENT_____________________________________________________TO INFILTRATORS CSTORM SEWER PIPE- X"seUcivil grading (1------vPLANSEE GRADING PLAN FOR PIPE SIZESEE SHEET C1.1 FOR END OF PIPE INFORMATION. STOP ROOF DRAINS, PIPE 5’ FROM BLDG.5’min10C2DETAILROOF DRAIN CONNECTIONN.T.S.DETAIL(2DETAILO2.o J 6” STEEL BOLLARDN.T.S.CONSTRUCTION TRASH ENCLOSURE & MATERIAL STORAGE AREAN.T.S.('2.0DETAILSTORM WATER INFILTRATIONN.T.S.oCHRIS G BUDESKI . 10825★ i ★ctrcj.No PE-VCENSUS&QNALDRAWN BY: CGBREVIEWED BY: BLBPROJECT ENGINEER: CGBDESIGNED BY: CGBcncniHw<HHWQWwC-*) NO'K.UPQH2<i PP<O0ww. . © esiPHPinPPQDOOPocn «00IT-©O&©r-novO00noT3WpNoP<PHun©ooCNI ©©vOQQ 00SHEETWINCO - LOT 12CIVIL DETAILSPROJECT: 16-142DATE: 12-09-17 Ld1—<Q5.4” (0.45’) 24”-CRUSHED GRAVEL BASE - 3” MIN.SUB BASE COURSE AS REQUIREDDEPRESS CURB TO THIS LINE FOR CURB DROP.SPILL CURB CATCH CURB- s = 3/4vr- TOPSOIL3 R(TYP.)4 R1/2” SLOPE.57.5COMPACTED SUBGRADENOTES:1. SUBGRADE AND SUB BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02234 (MPWSS)TOOLED JOINT (1” DEEP)SEE SITE PLAN4” THICK P.C.C. SIDEWALK3” COMPACTED CRUSHED ROCK BASE•COMPACTED SUBGRADECONCRETE SIDEWALK AND CURB BROOM FINISHf4”1/4”c3” COMPACTED CRUSHED ROCK BASE•COMPACTED SUBGRADETOOLED CONTROL JOINT DETAILNOTES:1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4” MIN.2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS SHOWN ON GRADING PLAN. MAXIMUM CROSS SLOPE - 2%3. CONCRETE SHALL BE 4,000 PSI @ 28 DAYS.4. CONTRACTION JOINTS SHALL BE PLACED AT 5’ INTERVALS5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50’ INTERVALS2. CONTRACTION JOINTS SHALL BE PLACED AT 10’ INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4” AND MINIMUM WIDTH OF 1/8”.3. 1/2” EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300’ INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.4. CONCRETE SHALL BE CLASS M-4000.C2.1DETAILCONCRETE SIDEWALKN.T.S.)“CD3” ASPHALT CONCRETE 6” THICK, Vi” MINUS CRUSHED AGGREGATE BASE LEVELING COURSE12” THICK, 3”—0 UNCRUSHED BASE COURSEWOVEN GEOTEXTILE FABRIC MIRAEI 600X OR APPROVED EQUALCOMPACTED SUBGRADEPARKING AREA-4” ASPHALT CONCRETE6” THICK, Vi” MINUS CRUSHED AGGREGATE BASE LEVELING COURSE12” THICK, 3”—0 UNCRUSHED BASE COURSEWOVEN GEOTEXTILE FABRIC MIRAEI 600X OR APPROVED EQUAL-COMPACTED SUBGRADETRUCK DELIVERY AREA(LOT 12 - WEST SIDE OF BUILDINGS)NOTES:1. PAVEMENT SECTIONS SHALL BE CONSTRUCTED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) AND GEOTECHNICAL REPORT.2. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 97% OF MARSHALL BULK DENSITY.tozoto>LdCHOCHRIS G BUDESKI . 10825★★ctrLuNo PE-7CENSUSDRAWN BY: CGB REVIEWED BY: BLB PROJECT ENGINEER: CGB DESIGNED BY: CGB5. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS).3. SUB-BASE, BASE COURSE & SUBGRADE SHALL BE COMPACTED TO 95% PER ASTM 1557C2.1DETAILINTEGRAL CONCRETE CURB & GUTTERC.O.B. STD. DWG. NO. 02528-1 N.T.S.8 M-4000 PSI CONCRETEEP EPSLOPEVARIESSLOPEVARIES1.5’i8”t rASPHALTCONCRETECOMPACTED BASE ROCKCOMPACTEDSUBGRADE\\ 2 - #4 REBAR EQUALLY ^-SPACED WITH 3” CLR FROM BOTTOMNOTES:1. P.C.C. SHALL BE 4,000 PSI @ 28 DAYS. CONCRETE TO BE PLACED ON APPROVED SUBGRADE AND BASE ROCK.2. CONTRACTION JOINTS SHALL BE PLACED AT 10’ INTERVALS AND SHALL EXTEND A MINIMUM OF 20% THROUGH THE CONCRETE.3. ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE NO PONDING ADJACENT TO CONCRETE SWALE.C2.1DETAILCONCRETE VALLEY GUTTERN.T.S.6” THICK, M-4,000 PSI REINFORCED ■PORTLAND CEMENT CONCRETE. #4 t 18” O.C. EACH WAY>” -l...3” THICK, 1 ”—1/2” CRUSHED -ROCK BASE COURSE IN ACCORDANCE W/ MPW 223512” THICK, 6”—MINUS UNCRUSHED SUB-BASE COURSE IN ACCORDANCE W/ MPW 2234GEOTEXTILE FABRIC (AS REQUIRED) OMPACTED SUBGRADEATA DETAIL\cuj REINFORCED concrete slab— LANDSCAPEVARIES ,1 ♦SOLID COVER--SIDEWALK-@LANDSCAPEEXPANSION JOIECO STYLE S (SOLID COVER) TRENCH GRATING WITH STYLE B FRAME, D&L FOUNDRY ”J SERIES” WITH SOLID, BOLT DOWN COVERS (OR APPROVED EQUAL)6NTSBACK OF CURB•ELOWLINE■DROP CURB HEAD•NORMAL CONCRETE GUTTER LINEEXPANSIONJOINTIECO STYLE S (SOLID COVER) TRENCH GRATING WITH STYLE B FRAME, D&L FOUNDRY ”J SERIES” WITH SOLID, BOLT DOWN COVERS (OR APPROVED EQUAL)SDEWALKWDTH SEE PL/*NBASECOURSECONCRETE SHALL BE M-4000 COVERS MUST BOLT DOWN TO FRAME4 MIN.C2.1SECTION A -DETAILCONCRETE SIDEWALK CHASEN.T.S.C2.1DETAILTYPICAL PAVEMENT SECTIONN.T.S.DETECTABLE WARNING SURFACE ACCESS AISLE4” WIDE STRIPE PAINTED SYMBOL (TYP)—2 COATScooRESERVED PARKING SIGN SIGNWHEELSTOPS'RESERVED WITH VAN SIGNy^30°s. / PAINTEDA- STRIPED / (2 COATS)OV8’-■ 5’—8’ ■8’-NOTES:1. SEE SITE PLAN EOR ACTUAL CONFIGURATION.2. VAN-ACCESSIBLE SPACE SHALL HAVE AN ADDITIONAL SIGN MOUNTED BELOW THE STANDARD SPACE PARKING SIGN.3. MAXIMUM 2% CROSS SLOPE ALLOWED IN PARKING SPACE AND ACCESS AISLE.PARKING SIGN ACCESSIBLERESERVEDPARKINGNOTE: SIGN WORDING TO CONFORM TO CURRENT CITY OF BOZEMAN STDS.-SIGNTTPERMIT REQUIRED $100 FINE6’—6VAN-ACCESSIBLEI IriII1111I11GROUNDI I/3016VAN ACCESSIBLE SIGN AS REQUIRED2” SQUARE PERFORATED TUBE POST16” DIA. REINFORCED CONCRETE BASEALL SLEEVES AND SIGN POSTS SHALL BE INSTALLED PLUMB.(.2.1DETAILTYPICAL HANDICAP STALL & SIGNAGEN.T.S.cnrsnHPS 2w<HW •<owC-*) pJ NO'K.PQH2<i hJhJ<O00s©3G7 s© QQ QOC©1SHEETC2.1WINCO - LOT 12CIVIL DETAILSPROJECT: 16-142DATE: 12-09-17 A%*4 Hi iiU/i ■III ^E5S<3fc 4 : r £ ra w / ■ 1:4 w rt’ 1 f /I* #1 H . r >I / ’ ^ml 1 r » X 1-t \ < 1 I M MX i ; llWPMf y i L/jb;P i ,i / 1■ i IfliluI H m T 111 TlLWrn, 4mwi—ii h i • -Ci ■ willULULilL G:\ACAD\2016\16-142 Winco Lot 12\dwg\Architect\Good\Front Elev.dwg O> NO \00\ \l 2no oo o m o 2 H W r w < > H O 2 © H WINCO FOODS GALLATIN CENTER - LOT 12 FRONT ELEVATION NO. REVISIONS DRAWN BY DATE G:\ACAD\2016\16-142 Winco Lot 12\dwg\Architect\Good\Front Elev - 2.dwg &M yiffQZT>.Hft ft UfR• >-T -i-8r rcA3Vi*3 7u ^mv|¥£3:% ttl 'j t i-i ' ^ ■Xtv \1 S3!p t- C\ <y V £</ ■=H=*-* 1t*>.-3fit D- -v Til i': x 0 5 5 ; - ■ V T1t> 13 it n j &1 j * j?s*5 T •v V\ I I $-3fi ! ' c >'ft <S="0 \ n & •4^ l? ofiX 70 0 ■? S* u ± N -a 4-N * - ■nj a > —13 NJ\00 1=12no o2HM a\\l oo f1W<>H © H d Om2 WINCO FOODS GALLATIN CENTER - LOT 12 FRONT ELEVATION NO. REVISIONS DRAWN BY DATE G:\ACAD\2016\16-142 Winco Lot 12\dwg\Architect\Good\nORTH Elev.dwg . S-—1 773r*fT’ 1 1 "I !N.r Tr r 3 'i* ft s N \-4i i ,T iAiat 0 r 4- m i r 79 o> NO \00 \ 2no oo o m 2! O H ffi Wr M < > HNN O 2! © H KJ WINCO FOODS GALLATIN CENTER - LOT 12 NORTH ELEVATION NO. REVISIONS DRAWN BY DATE G:\ACAD\2016\16-142 Winco Lot 12\dwg\Architect\Good\West Elev.dwg (7 IJ izi1 >Si <r if ■ « r ? ji'.g FI -* rc' T 4 ' MN i m IN 51 -n 2 I i 4® i m r-. "F m 5oi ,v4 II I : • i i nr v A IJj < C > II I 3^ p- 'V o> NO \00 \ \l W GO H W r w < > H O C/3> ® H ■v GALLATIN CENTER - LOT 12 WEST ELEVATION NO. REVISIONS DRAWN BY DATE G:\ACAD\2016\16-142 Winco Lot 12\dwg\Architect\Good\South Elev.dwg ; i',5 A7 60 \N3 1 r£ IV\7a77.vi 1 7A =5 7 rury. i ^ d ft 70 S' s? 2 'S if H .V 1 v Bi l 1 r i i J r L^=r 7-. to' r*\ F m . J1*-. r 11 lUt11 cnn m a> so\ CXI \ \l 2n o o o a m m O d HX w d M < > HNN O 2 |>c* © H WINCO FOODS GALLATIN CENTER - LOT 12 SOUTH ELEVATION NO. REVISIONS DRAWN BY DATE t* Xr & :□ \A \A (ft m * w ni c & > G:\ACAD\2016\16-142 Winco Lot 12\dwg\Architect\Good\Bldg Section.dwg O> NO \00 \ 2no oo d m a d d a 3 o w W O HNN O 2 © H CJ1 WINCO FOODS GALLATIN CENTER - LOT 12 BUILDING SECTION NO. REVISIONS DRAWN BY DATE \SCALEV\\crS1 = 30\V£9\<\NEW CURB & GUTTERXNEW TYPE 1 CONC. - COMPOSITE PULL BOX4<NEW TYPE 1 CONC. - 1 COMPOSITE PULL BOX —1 AS PER CITY OF BOZEMAN STANDARD DRAWING r FIGURE 2 & 3 (TYP.)V>AEXIST.R/WM -------CP<NEW LIGHTING CONDUIT INSTALLED AS PER CITY OF BOZEMAN STANDARD DRAWING FIGURE 1 — (TYP.)NEW TYPE 1 CONC. - COMPOSITE PULL BOX3EXIST. PATHoXoNEW CURB & GUTTERNEW CURB & GUTTER+AIs-Z00p |OHCMSAN -|P■*1'NEW ROADWAY SLEEVENEW TYPE 1 CONC. - COMPOSITE PULL BOX; CATTAIL STREETr.f. EXIST. CURB &I +UU GUTTER_|------------------------------- ITEXISTSSANSAN-----------------------------^EDGE OF EXISTING PAVEMENT (TYP. )-------------©R/WVoEXIST----- W\R/W6+00 ----035EXIST. PATHEXIST. iCURB & GUTTER------------ _NEW ROADWAY________JwvrTli/_____________________ww —■ —wv. I wv-----------^3" A --BxL-WVM----------------------w [>^ - -\-— — — W — — — — — W — y12L+oo r™., LUMINAIRE3+oo(3 ) s1 +OD EDGE OF EXISTING 1 PAVEMENT (TYP. )0 + 00ul/)-r-n=MHtr~7<_____________________SAN_________________SANEXISTR/W-------------------- SAN -n-CYKT rilRR aEDGE OF EXISTING PAVEMENT (TYP. )SAN----------------EXIST. CURB & GUTTERCATTAIL STREETEDGE OF EXISTING PAVEMENT (TYP. )CONDUIT & WIRE SCHEDULErwsEXISTR/WEXISTR/W>>INSTALL NEW 2" SCH. 80 PVC CONDUIT (TRENCH)2 NEW OF AWG NO. 10 CONDUCTOR (LIGHTING)1 NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND)<<XX<INSTALL NEW 2" SCH. 80 PVC CONDUIT (PUSH)2 NEW OF AWG NO. 10 CONDUCTOR (LIGHTING)1 NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND)Ar-CM |INSTALL NEW 2" SCH. 80 PVC CONDUIT (NEW SLEEVE)2 NEW OF AWG NO. 10 CONDUCTOR (LIGHTING)1 NEW OF GREEN JACKETED AWG NO. 10 CONDUCTOR (GROUND)oDRAWN BY: KRHREVIEWED BY: RRMPROJECT ENGINEER: RRMDESIGNED BY: RRM5H-lOhoHffi Ho ssNEW TYPE 1 CONC. - COMPOSITE PULL BOXNEW TYPE 2 CONC.- COMPOSITE PULL BOXCATTAIL1 STREETSAN — — — — I— <Lm [9 + 00 1Tl-----------------1----------------t><NEW SINGLE LIGHTING SERVICE ASSEMBLY AS PER CITY OF BOZEMAN STANDARD DRAWING FIGURE 8\ \ I m ME\A/Lx<\ \1 '/VAAGO GOo\o-+t-100rms<LL LifeteSAN —0(T EXIST. CURB &GUTTERIt4------------w-----------------------wEXIST. CURB & GUTTER—^Tl n TT//XX\< V/ v^CJL<EXIST.R/WL><x<NOTE:SEE SHEET NO. E-2 FOR POLE & PULL BOX SCHEDULE AND SHEET NO. E-3 FOR LUMINAIRE WIRING DIAGRAM.NEW TYPE 1 CONC.- COMPOSITE PULL BOXV-EXIST.R/WVEXIST. PATHi8-NEW LIGHTING CONDUIT INSTALLED AS PER CITY OF BOZEMAN STANDARD DRAWING FIGURE 1 (TYP.)EXIST.R/WEXIST. PATHEDGE OF EXISTING- PAVEMENT (TYP. )W-tro-----------------------------------san-----------------------------------i_l+q£l XX___________________EXIST. CURB & GUTTER' + 00w4-wNEW LUMINAIRE (TYP.) w____________WEXIST. CURB & GUTTEREDGE OF EXISTING PAVEMENT (TYP. )<GO<k>7EXIST.R/WUTILITY NOTE:THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. CONTACT THE UTILITY LOCATION SERVICE AT 8-1-1 TO LOCATE UNDERGROUND UTILITIES.00o><SCALEX0 15 30cnr = 30NEW TYPE 1 CONC. - COMPOSITE PULL BOX8oVAStfQ\svosvo —g Lw,— NVSu'•DGASGASSVGGAS----------------------------------W —GAS GASGOA®EDGE OF EXISTING PAVEMENT (TYP. )EXIST.R/WS A /\/EXIST. PATH, ^EX 1ST. CURB &13+on GUTTERsa/v -EXIST. CURB & GUTTEREXIST. CURB & GUTTERT"SAi7VGOIVl/CATTAIL STREET16 + 00A+i15 + 00IHeW-VyS)EXIST. CURB & GUTTERGOrEDGE OF EXISTING PAVEMENT (TYP. )1b=)IE3EXISTR/W><REVIEW SETNOT FOR CONSTRUCTIONXOOcnMARVIN & ASSOCIATESTraffic, Transportation & Civil EngineersOii1300 North Transtech INayBillings, Montana 59102PH: (406) 655-4550HW5wr) ne oH PQGOh-lHH$%ocnOCNWwE—PhowOOp^l-ISooy cnQ>H00oSmPQZ10>•oMo<oCNJw iszoCNNoOO10PQ0000 yinm10poin'■f<00SHEETE-l OF 5CATTAIL ST.LIGHTINGPROJECT: 16-142DATE: ?.?.17 *POLE SCHEDULEPOLENO.TYPE LINE STATIONOFFSET (k POLE)TYPE POLEBASEFOUNDATION DIA.X DEPTHLUMINAIREMASTARMLUMINAIREHEIGHTLUMINAIRETYPE1**10-A CATTAIL 0 + 55.1 37.0' LT. BREAKAWAY 2'-0"x4'-6" 15' 30'TYPE 3S 72w LED21 + 90.3 37.0' LT.33 + 16.3 37.0' LT.44 + 30.537.0' LT.55 + 68.8 37.0' LT.67 + 12.3 37.0' LT.78 + 46.6 37.3' LT.89 + 80.0 37.0' LT.911 + 18.5 36.8' LT.1012 + 34.334.7' LT.1113 + 72.736.0' LT.12 **10-A CATTAIL15 + 19.4 35.4' LT.BREAKAWAY2'-0"x4'-6" 15' 30'TYPE 3S 72w LED(2)- POLE NUMBER AS SHOWN ON PLAN SHEETS* - SEE DETAIL SHEETS FOR POLE DETAILS** - POWDER COAT POLES & MAST ARMS(SEE SPECIAL PROVISIONS FOR DETAILS)PULL BOX SCHEDULEPULLBOXNO.TYPELINESTATIONOFFSET (k BOX)1** TYPE 1 11TH AVE.1 + 20.8 25.0' LT.2I2 + 08.6 25.3' LT.314 + 83.0 37.0' LT.4** TYPE 17 + 78.8 37.0' LT.5** TYPE 28 + 30.6 37.3' LT.6** TYPE 1 8 + 56.6 29.6' LT.7** TYPE 19 + 13.7 28.4' LT.8** TYPE 111TH AVE.12 + 81.8 36.0' LT.IT"! _ PULL BOX NUMBER AS SHOWN ON PLAN**- CONCRETE-COMPOSITE PULL BOXREVIEW SETNOT FOR CONSTRUCTIONMARVIN & ASSOCIATESTraffic, Transportation & Civil Engineers1300 North Transtech Way PH: (406) 655-4550Billings, Montana 59102DRAWN BY: KRHREVIEWED BY: RRMPROJECT ENGINEER: RRMDESIGNED BY: RRMGOpqhQQPQaoGO3NOPQXoPQ S QQPPPQhQOPhcno<NwHHH£GOCnQS3PQ>HOOO£2 a00Ph O ^+on >0£t-H OOh- inNOo^l-Q<inONOO5s so■NO OO inG"oNOPQSHEETE-2 of 5CATTAIL ST.DETAILSPROJECT: 16-142DATE: ?.?.17 PHOTO-ELECTRIC - CONTROLPOLE BASE (TYP.AWG NO. 10 INSIDE POLES (TYP.1717rGROUND LUG (TYP.17172202020AWG NO. 10 (TYP.)AWG NO. 10 GROUND (TYP.]181831818418185AWG NO. 10 (TYP.)AWG NO. 10 GROUND (TYP.]18186cS-120AWG NO. 10 (TYP.)■AWG NO. 10 GROUND (TYP.)-AWG NO. 10 (TYP.)-AWG NO. 10 GROUND (TYP.]181871818818189181810181811AWG NO. 10 (TYP.)AWG NO. 10 GROUND (TYP.)17171220AWG NO. 10 (TYP.)AWG NO. 10 GROUND (TYP.)20-PULL BOX (TYP.)Ldh-<QDRAWN BYREVISIONS'ON DRAWN BY: KRH REVIEWED BY: RRM PROJECT ENGINEER: RRM DESIGNED BY: RRMWIRING DIAGRAMNOT TO SCALE120/240 VOLT SERVICEAWG NO.2SERVICE RATED 200 AMP METER MAINLIGHTNINGARRESTORMAIN DISCONNECT 200 AMPCIRCUIT BREAKER 20 AMP,2 POLE, SINGLE THROWBARE AWG NO.6 GROUND ROD&Do. o>-->o oo : o<Y\J>J\L2 25 J(120 V) (120 V)N.E.M.A.TYPE 3R----------►CABINETAWG NO.6AWG NO. 10PHOTO-ELECTRICCONTROLAWG NO. 14AUTO-OFF-MANUALSWITCH20 AMP CONTACTOR 2 POLE,SINGLE THROWAWG NO.10TO LUMINAIRESTO GROUND LUG OF EACH POLE18—4INDICATES NEW WATERTIGHT CONNECTOR, SEE DETAIL DRAWING ON SHEET E-5PROVIDE WATERTIGHT CONNECTORS IN PULL BOXES WHEN SPLICING OF CONDUCTORS IS REQUIRED.SUPPLY FUSED CONNECTORS THAT ARE MIDGET FERRULE TYPE RATED AT 6 AMPS FOR LUMINAIRES.S-1SINGLE SERVICE WIRING DIAGRAMNOT TO SCALEREVIEW SETNOT FOR CONSTRUCTIONMARVIN & ASSOCIATESTraffic, Transportation & Civil Engineers1300 North Transtech Way PH: (406) 655-4550Billings, Montana 59102moCNwmHm□(ZjO§£oSjPQ>hOOi—ioPh00 o1—I Tl-l> T"ov m£t-H OO ^ invoo£2 aQ<inOvOO3§ sFH CN OiVO OOinvo'ONOPQSHEETE-3 OF 5CATTAIL ST.DETAILSPROJECT: 16-142 DATE: ?.?.17 WATERTIGHT CONNECTORSTYPES I, 6, I I & 16 TYPES 2, 7, 12 & 17-v////////\_.Xy/mm-VUzzzi-----NON-FUSED BREAKAWAYFUSED BREAKAWAYIDENTITYNO.23ADESCRIPTIVE SYMBOL & WIRE SIZES8 8—-—cl/td-12-88a/X5-8885Q8666789101 1-q/t>io106 —rT 66C)12131 A1516-0/T>Sl/T>1010A —10 101 718192021222310101010101010(s 10. ~ v)1 08 88Xs10 1010XT6 66XeTYPES 3, 8, 13 & 1800304-y77777\-rFUSED BREAKAWAYPROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL IN THE GROUND OR INSTALLATION IN SUNLIGHT.THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDES A WATERTIGHT SEAL AROUND THE CABLE AND A WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY.WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH THE USE OF A COPPER BERYLLIUM SPRING AND BE EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD MATERIAL. THE CRIMPING PORTION IS TO BE FULLY ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE ARE TO LOCK TOGETHER SO THE CONNECTION IS MAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDS TENSION IS APPLIED TO THE ATTACHED CABLES.TYPES 4,9, 14 & 19i ; P------V7777k^000J=L_------V7m.f1 IXT-y77777\-NON-FUSED BREAKAWAYPROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR OF SPRING LOADED 90X CONDUCTIVITY CONTACTS FOR GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. THE CONTACTS MUST BE FULLY ANNEALED AND ADAPTED TO BE CRIMPED TO THE CABLE.TYPES 5, 10, 15 & 20-P7777A^©:ex~y77777\-NON-FUSED NON-BREAKAWAYTYPE 21, 22 & 231------V777A'0000\_______~y77777X--~ypzm—------t77777i^____/----------------------,____1NON-FUSED NON-BREAKAWAYWATER TIGHT CONNECTORSNOT TO SCALEREVIEW SETNOT FOR CONSTRUCTIONMARVIN & ASSOCIATESTraffic, Transportation & Civil Engineers1300 North Transtech Way PH: (406) 655-4550Billings, Montana 59102DRAWN BY: KRH REVIEWED BY: RRM PROJECT ENGINEER: RRM DESIGNED BY: RRMGOPioHOwooHowIHs%wNOPQomo<NW bnq pr-* mooOZW£oSjPQaoo|Jh O ''to\ m'T AH oo•rr inVOo£2 £Q<inav005§ s1-4 (NoIVO oo inG"O -'3-NOPQSHEETE-4 OF 5CATTAIL ST.DETAILSPROJECT: 16-142 DATE: ?.?.! 7 ANCHOR BOLT (4 TYPICAL);r%1USE GRADE 60 REINFORCING STEELtt 6 BARS (4' - 1" LONG) (8 TYPICAL )tt 4 HOOPS AT I' -0" CENTERSANCHOR BOLT CIRCLEMAST ARM LENGTH2-1/2" CLEARANCEGROUNDING LUGSECTION A-ANO. 6 AWG BARE GROUND WIRE OR PIGTAIL EXTENSION/& My. xI I• ' 'III! 4 ' IJUV:i i:2" BEVELifl]OLS7-■n—ANCHORCOPPER GROUNDING STRAP BETWEEN ANCHOR BOLT. CONDUIT (IF METAL) & NO. 6 AWG BARE GROUND WIRE OR PIGTAIL EXTENSION.rv .A Aonoo0O oPROTRUDE CONDUIT FROM FOUNDATION NOT MORE THAN 3"2' -0"CLASS "DD"CONCRETEFOUNDATIONh2' -0"TYPICAL OF ALL FOUNDATIONSCAST ALUMINUM FRANGIBLE TRANSFORMER BASE WITH ACCESS DOOR■ ■■ 44 •4 •''<3 <74BREAKAWAY BOLT ------------^ ±Tl A!LCOUPLINGITTBREAKAWAY BOLT COUPLING (ONE OF FOUR)<4.■ <t6" TO BE FORMED AT THE TOP TO A 2' -3" DIAMETER<3. 4SEE POLE SCHEDULESINGLE MEMBER TYPE MASTARM (TYPICAL)REINFORCEDHAND HOLE & COVER2 MIN-6FOR MOUNTING HEIGHT SEE POLE SCHEDULEBOLT COVER\• <1 *c<t •\« ;•■ <iNOTE - MAKE THE TOP OF THE CONCRETE FOUNDATION FLUSH WITH THE GROUND LINE.PROVIDE A HANDHOLE DETAIL AND A '/2" NUT HOLDER DETAIL (FOR GROUNDING) .TRANSFORMER (BREAKAWAY TYPE)BOLT COUPLING (BREAKAWAY TYPE)TYPE 10- A POLEBASE TYPES FOR LUMINAIRE STANDARDSREVIEW SETNOT FOR CONSTRUCTIONTYPE 1 0-A LUMINAIRE STANDARD DETAILNOT TO SCALE1300 North Transtech WayBillings, Montana 59102MARVIN & ASSOCIATESTraffic, Transportation & Civil EngineersPH: (406) 655-4550DRAWN BY: KRHREVIEWED BY: RRMPROJECT ENGINEER: RRMDESIGNED BY: RRMh-lHHwQ<Q£<HHsGOc\£ScwHHS<1wN§OPQ£h-l<ioWPLh>HHomo<NW bnq idQSPQI*oOoooO££o|Jho ''t r- o o\ mP AH oo•rr inVOo£2 3Q<inov005§ aN o5 vo PQ ooinG"oSHEETE-5 OF 5CATTAIL ST.DETAILSPROJECT: 16-142DATE: ?.?.! 7 w amps2-<2 0-3Q73OQroPRODUCERECEIVING□4>o £-i aXOnn<XMnJCjOOSft)Ds-----& O W Qio□r r _l s —m •H a pom gg 71 2 LF? □SP ^0 H0 nj S Jsc ffl OT OT OT j m is >H cnHI„ 20 2o H r°CO —1 J_i 7d-<fD- -TF#^ tB™ O j> OpH 1 r-ci IDOpa oE TsCDmlmo zD J 32-10 nusQffl osog> t/J >—i porn SLZED a30 H a TUT =rn> sssozm03m 22h o' OKU3om> 0<m2€mm£m?op<h2 po>mm02 SLZEnOc/5 Srt “H -73 C/2 73 H EMPLOYEE BREAKROOMOP=C> 2£1^=0 ||_[ 440 S.F. 1==. .=.PI M R Pi CD DJ GTB Id U 11111 1 111 n CP. o ij r o o po C/2 K r HlaON ►n hjs tni * tn H • o 2 o o 1-4 hd 1“ C/2 ffitntn H HHH H rtn FOODS GALLATIN CENTER CATTAIL ST. & MAX AVE. BOZEMAN, MT I 707 N. 27th St. Boise, ID 83702 p:208/345/2428 Ti I T fax:208/345/3757 www.tait.com Since 1964 Sacramento Denver Los Angeles Dallas Texas Boise THESE DRAWINGS AND SPECIFICATIONS ARE OH c INSTRUMENTS OF SERVICE CO CO FOR THE PROJECT FOR O>WHICH THEY ARE MADE H H AND SHALL REMAIN THE t- PROPERTY OF THE O ARCHITECT REGARDLESS IF H THE PROJECT IS |—L on COMPLETED. THESE r—1 DRAWINGS AND SO SPECIFICATIONS SHALL NOT BE REPRODUCED OR USED BY ANYONE FOR OTHER PROJECTS OR ADDITIONS TO THIS PROJECT WITHOUT THE WRITTEN CONSENT OF TAIT AND ASSOCIATES. COPYRIGHT ©2017 a ^gHH *z ^ 203 § 0^ tn 03 q 2p l> &tn < O C/2 4113'-5"T.O. ANGLEPREFINISHED STEEL ROOFING PANELS12MAIN BUILDING EXTERIOR CMU110'-8"TRUCK DOCK SCREEN WALL BEYOND,RE: FP1.1-1108'-0" T.O. CMUCHAIN LINK FENCE AS SPECIFIED W/ VINYL SLATS. o100' - 0"FINISHFLOOR*COVEREDEXTERIORDECKSLOPEn?; ;-• •CONCRETE SLABT.O. BRAKE SHAPESTEELCLOUMNCMU CAP BLOCKPAINT INTERIOR FACE OF CMU TO MATCH EXTERIOR COLORSEALANT TYP.CONCSLAB108’-0"CMUSCREENWALLVARIEST.O. CONC. SLABAC PAVING, CONC, OR CONC, RAMP AS OCCURSSCREEN WALL SECTION1" = l'-O"SECTION @ COVERED EXTERIOR DECK1/8" = l’-O"C9 X 20 CHANNEL. MODIFY FOR TRENCH DRAIN AND SLOPE CHANGES42’-0"9" X 7/16" STEEL PLATE, RE: FP1.1-6 FOR HOLE SPACING AND ANCHORS2 1/2" X 2 1/2" X 7/16" ANGLE @ 4’-0" O.C, (6) EACH SIDE, WELD TO CHANNEL2" 0 HOLE IN CHANNEL \ TYP. OF (4)2".2".STEELBOLLARDPIPICONCRETE 9 PAD ^- ^TRENCH DRAINPLAN10 1/4"12-03-08-013-0cn r.PI2-7 3/4"l'-0"11'-4 3/8"23-0-6FIELD VERIFYSLOPE 5.0%C9 X 20 CHANNELCMU CAP BLOCK111’-4"A AT.O. CMU ^PAINT INTERIOR/T.O. CMU @//SCREENFACE OF CMU TOs GENERATOR.......v WALL. TYP. MATCH EXTERIOR .................^Aw AENCLOSURE__ACOLOR----------------------Aa9" X 7/16" STEEL PLATE, RE: A3.1-12 FOR HOLE SPACING AND ANCHORSSEALANT, TYP.CONCSLABCMUSCREENWALLVARIESvT.O. CONC. SLABCOMPACTOR STOP, RE: FP1.1-5CHANNEL SECTION OVER TRENCH DRAIN. DRILL (4) 2" 0 HOLES IN BOTTOM OF CHANNELFACE OF BUILDING/ FACE OF STEM WALLWET COMPACTOR CHANNEL SECTIONCOMPACTOR TRACK_3" X 2 1/2" X 7/16" ANGLE . 4-0" O.C. (7) EACH SIDE,WELD TO CHANNELNOTE:PAINT COMPACTOR TRACKS PRIMER GRAYAC PAVING, CONC. OR CONC. RAMP AS OCCURSGENERATOR ENCLOSURE WALL SECTION1" = l'-O"C9 X 20 CHANNELrjC HOLECTENLARGED ISO1/41/4TYP1/4QQ3" X 2 1/2" X 7/16" ANGLE. WELD TO CHANNEL TYP.CHANNEL TO ANGLE7/16" STEEL PLATE STIFFENERS TYP. OF (3).6" X 6" X 7/16" ANGLETYP.5" X 5/8" DIA. EXPANSION ANCHOR TYP. W/MIN. 3" EMBEDA5" X 5/8" DIA. WEDGE ANCHOR TYP. W/ MIN. 3" EMBED1/8" = l'-O"5COMPACTOR TRACK1 1/2" = l'-O"GRIND SMOOTH 1/4"BOTH SIDESTYP 1/4"3" X 2 1/2" X 7/16" ANGLE TYP.,RE: FP1.1-5 ENLARGED ISO.5" X 5/8" DIA. EXPANSION ANCHOR TYP. W/ MIN. 3" EMBED.C9 X 20 CHANNEL 1/4"GRINDSMOOTH2 5/8" TOMATCHCHANNEL7/16" STEEL PLATE WEDGECOUNTERSINK, HILTI HLC-FPH 3/8" X 2 7/8" SLEEVE ANCHOR l'-4" O.C.1/4"\6"A\\TypNOTE:1. USE 7/16" PLATESTEEL FOR THE COMPONENTS OF THE WEDGE.2. EASE ALL EDGES3. PAINT PRIMER GRAY9" X 7/16" STEEL PLATE, FPL 1-41 1/2'9"1/8"1 1/2"1 1/21 1/2"C4T-H------------s|C4-\\7/16" STEELPLATEWEDGE5 1/2"? ?, \, 7" |75 1/2"/r i7 fr-8"/1"l\_______9" WIDE 7/16" STEEL PLATE FIELD VERIFY EXACT LOCATION OF REAR WHEELS ON COMPACTOR AND SET PLATES CENTERED ON THE REAR WHEELS7/16" STEEL PLATE7/16" STEEL PLATE WELDED TO HORIZONTAL PLATE. MATCH HEIGHT OF 'C' CHANNEL3" X 2" X 7/16" ANGLE TYP., RE: A3.1-11 ENLARGED ISOCONTERSINK, HILTI HLC-FPH 3/8" X 2 7/8" SLEEVE ANCHOR ( ’-4" O.C.PLANC9 X 20 CHANNELCOMPACTOR TRACK WEDGE & LATE7WIDE PORTION OF WET COMPACTOR TRACK3/8" = l’-O"A REVISIONSARCH. PROJECT NO.WINB2BDRAWNCHECKEDSUBMITTAL DATESOTB DATE11/09/17Q ■2 u :< Qi (s < iy GO (g 5 < s=g!AQ O jW £; : oo rj :Hw!X CL ' H go ;a wH 3g g I< a <u r w “ iCrf fe Crf h-3 >" u ag b S o!A AQ O 9 u '5 S erf K << CL, < H (oQ HS .55,Di H H 2oosgQsiQS w o c >oHZ C/3E WGOx ^O U oo o1 2 ©iggl! w G cu; sc < oh h UC/3F-CMF-OF-CNIOF-COco00LOCD£2"o00EOSs2CNJ LO00 00 CDI! w0 03 O Q Q COa3 Si03 !< <§ a s sCD030OC53wHXWoXH<hJH-l<OHooi—IhH<HH<UW ..X S5 N X oPQQ©©ItSHEET TITLESections & DetailsSHEETFP1.11/8" = l'-O1 KEYED NOTESFINISHFLOOR124'-0"T.O. CMUXL M22,□^3Iao136AFINISHFLOOR( AABUILDING SECTION1/16" = l'-O"129’-8”T.O. FRAMINGI YPT.O. CMUAYml:YPI 12’TYPno'-4"T.O. PLATFORMB.O. FRAMINGYP□IFINISHFLOORENTRYI ioi IMAINSALESI 100SERVICE DELI SEAFOOD WRAPI 132 I 133EMPLOYEECHANGEROOM/RESTROOMI 134127RECEIVINGAREA124FINISHFLOORBBBUILDING SECTION1/16" = l'-0"1.2.3.4.5.6.7.8.9.10. 11. 12.13.14.15.16.17.18.19.20. 21. 22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.40.41.SKYLIGHTLADDER TO PLATFORM LIGHT FIXTURE ROOF FRAMINGCOLLECTOR HEAD AND DOWNSPOUT BEYONDCANOPY FRAMINGPLATFORM FRAMINGSTEEL COLUMNSUSPENDED WALLSUSPENDED ACOUSTICAL TILE CEILING PARTIAL HEIGHT WALL PIPE BOLLARD AT DOCK LEVELER PIPE BOLLARD PIPE BUMPERPARTITION TO BOTTOM OF STRUCTURE LINE OF PARAPET (BEYOND)REFRIGERATED CASEGYP. BD. TO BOTTOM OF ROOF DECKCONCRETE CURBROOF HATCHROOF TOP UNITMECHANICAL DUCTPARTIAL HEIGHT PLENUM WALL AT REFRIGERATED CASES,REMOVABLE PLYWOOD OPENING ROOF TOP CONDENSOR FURRED WALL VENT THRU ROOF FIRE SPRINKLER LINES SOFFITGYP. BD. CEILINGSIGNAGE FURNISHED BY OWNER & INSTALLED BY CONTRACTOR, OWNERSHALL FURNISH INSTALLATION SHOP DRAWINGS6'-0" HIGH CHAIN LINK FENCE AT PERIMETER OF COVERED EXTERIORDECKCOLUMN/PRE-FINISHED ROOF PANELS AT COVERED EXTERIOR DECK, LINE OF SUSPENDED WALL AIR HANDLERSUSPENDED VINYL FACED TILE CEILINGOPEN TO SERVICE SEAFOOD OR SERVICE DELI BEYONDLADDER TO ROOFDEHUMIDIFICATION UNITA REVISIONSARCH. PROJECT NO.WINB2BDRAWNCHECKEDSUBMITTAL DATESOTB DATE11/09/17Q ■2 u :< Qi (s < iy GO (§ 5< s=g!AQ y : w y :oo rj :aw!_C CL ■H 53 !I S wH 3 S g I< a <s£owU, MhIfe H j ° (- U Iw >" U B SbBo!g o a w ! 5 S K << W < H (OQ H w . wW S H 2oosgQ c4 Q 5 WO<#OHZ ^E woo u:z S ^O U o O O 2 $ ©iggl! w C cu; sc < oh h UC/3h-CMO1^-CMOh-COco00LOCDCO'o00EOSs2CM LO 00 00 CD CM X ^I! w0 03 O Q Q CQa3 Si03§< <§ 8 8 SCD030OC53wHXwoXH<<oHoo<HHCUW><XHsswNoPQ0©©ItSHEET TITLEInteriorBuildingSectionsSHEETFP1.2 MAINSALESJANITORCLOSET PRODUCE COOLERPRODUCEDRY ROOM PRODUCERECEIVINGTRAININGROOM DAIRY/BEVERAGECOOLER CUSTOMER SERVICEDATA/PHONEROOMEXITENTRYFIRE RISERROOMRECEIVINGOFFICERECEIVINGROOM RECEPTIONISTOFFICE STORAGEBOOKKEEPINGCOMPACTORAREAGROCERYTRANSFER UNISEX RESTROOMENCLOSUREGENERATORBACKUPELECTRICALROOM SECURITYMONITORING 2,200 S.F.295 S.F.49,041 S.F.579 S.F.MEN'SRESTROOMWOMEN'SRESTROOM920 S.F.487 S.F.333 S.F.4,547 S.F.107 S.F.272 S.F.298 S.F.579 S.F.1,740 S.F.850 S.F.2,200 S.F. 407 S.F329 S.F. 89 S.F.528 S.F.83 S.F.129 S.F.78 S.F.161 S.F.124 S.F. 123 S.F.115 S.F. 69 S.F.94 S.F. 169 S.F. 448 S.F.DEPT.HEADS/PRICINGROOM 256 S.F.256 S.F.719 S.F.440 S.F.BAKERY PRE-CUTMEAT ROOMMEATBLOOM BOXROOMPREP./WRAPMEATDELI WRAPSERVICESEAFOODFREEZERCOOLERDELICOOLERCHICKENDELISERVICE175 S.F.404 S.F.668 S.F.128 S.F.300 S.F.245 S.F.822 S.F.174 S.F.572 S.F.EMPLOYEEROOM/RESTROOM FREEZERGROCERY655 S.F.CHANGE94 S.F.AREAJANITOR110 S.F.474 S.F.BULK FOODPREP & DRYSTORAGECOVEREDEXTERIORDECKTRUCK DOCK NORTH ARCH. PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET DH CHK ELECTRICAL SITE PLAN 3/13/2013 11:11:35 PMSD3707 N. 27th St.Boise, ID 83702p:208/345/2428fax:208/345/3757www.tait.comSince 1964SacramentoLos AngelesTexasDenverDallasBoiseGALLATIN CENTERCATTAIL ST.& MAX AVE.BOZEMAN, MTTHESE DRAWINGS ANDSPECIFICATIONS AREINSTRUMENTS OF SERVICEFOR THE PROJECT FORWHICH THEY ARE MADEAND SHALL REMAIN THEPROPERTY OF THEARCHITECT REGARDLESS IFTHE PROJECT ISCOMPLETED. THESEDRAWINGS ANDSPECIFICATIONS SHALL NOTBE REPRODUCED OR USEDBY ANYONE FOR OTHERPROJECTS OR ADDITIONS TOTHIS PROJECT WITHOUTTHE WRITTEN CONSENT OFTAIT AND ASSOCIATES.COPYRIGHT © 2017WINB2B 11/09/17 1 ELECTRICAL SITE PLAN SCALE: 1/4" = 1'0" LED LEDP2 P2 ' B3 B3 WB3 WB3 El 1 EO led LI « □P2 LED <1=<1=WB3 D rp2ii=P2J ED IWB31I WB3 =S> WB3I rP2|D LED□ §•8 & <1=P1 flfox IWB3H =€> LEDD E °3rP2l ' ©© A P2 WB3 4= =t> WB3ID P2 1 LED33■Jrf ;• ■ t WB3 r P2lD LEDL " 3 P2P2 El 1 <i=<i= IpTId ED pD p <i= =§> El 1 30D) P3QUD33-H9 tr i»rf r \\ \ \ \ \ \ GENERAL NOTES 1. FOOTCANDLE MEASUREMENTS TAKEN AT GRADE 2. MEASUREMENTS ARE CALCULATED WITH MATURE LANDSCAPE MODELED. LABEL QTY MANUFACTURER CATALOG NUMBER DESCRIPTION LAMP NUMBER LAMPS LUMENS PER LAMP LLF WATTAGE P1 3 LITHONIA LIGHTING CSX1 LED 60C 1000 50K T3M CONTOUR SERIES LED AREA LUMINAIRE WITH 60 5000K LEDS OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC TYPE III LENS LED 1 20139.96 1 209 P2 13 LITHONIA LIGHTING CSX1 LED 60C 1000 50K T5M CONTOUR SERIES LED AREA LUMINAIRE WITH 60 5000K LEDS OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC TYPE V LENS LED 1 20185.84 1 418 P3 2 LITHONIA LIGHTING CSX1 LED 60C 1000 50K TFTM CONTOUR SERIES LED AREA LUMINAIRE WITH 60 5000K LEDS OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC FORWARD THROW LENS LED 1 20393.61 1 209 P3-HS 11 LITHONIA LIGHTING CSX1 LED 60C 1000 50K TFTM HS CONTOUR SERIES LED AREA LUMINAIRE WITH 60 5000K LEDS OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC FORWARD THROW LENS WITH HOUSE SIDE SHIELD LED 1 20393.61 1 209 WB3 13 LITHONIA LIGHTING CSXW LED 30C 700 50K T3M CONTOUR SERIES LED WALL-MOUNT LUMINAIRE WITH 30 5000K LEDS OPERATED AT 700mA AND PRECISION MOLDED ACRYLIC TYPE III LENS LED 1 7581.93 1 69 A 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 1.0 1.2 1.3 1.1 0.9 0.7 0.8 0.7 0.7 0.6 0.7 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.7 1.1 1.2 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.6 2.1 2.4 1.8 1.4 1.0 1.0 1.0 0.9 0.9 1.1 1.3 1.2 0.8 0.5 0.3 0.2 0.2 0.3 0.5 0.8 0.8 0.6 0.4 0.3 0.3 0.3 0.4 0.6 0.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.6 0.4 0.3 0.7 1.3 1.7 1.9 2.5 2.9 3.0 2.8 2.6 2.9 3.0 2.9 2.7 2.6 3.4 4.7 5.1 4.0 2.9 2.7 3.2 3.5 3.3 2.9 3.2 3.3 3.1 2.5 2.0 2.1 2.1 1.7 1.4 1.8 2.2 2.3 1.9 1.5 1.5 1.3 1.0 1.1 1.6 1.8 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.5 1.9 1.6 1.0 0.8 1.1 1.7 2.2 2.4 3.1 3.4 3.6 3.6 3.4 3.6 3.6 3.5 3.2 3.4 4.1 4.5 4.6 4.2 3.5 3.1 3.9 4.2 4.2 3.9 4.2 4.0 3.7 3.3 2.7 2.7 2.7 2.6 2.4 2.8 3.1 3.1 3.0 2.8 3.1 3.2 2.8 2.7 3.1 3.2 2.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.4 1.0 1.7 2.0 2.3 2.9 3.1 3.0 2.5 2.3 2.5 2.7 3.2 3.2 3.4 4.0 4.1 4.1 4.4 4.6 4.0 3.7 3.2 3.6 4.0 4.2 4.2 4.0 3.6 3.2 4.3 4.8 5.3 5.0 4.9 4.8 4.5 3.8 3.6 3.7 3.4 3.5 3.3 3.3 3.8 3.8 3.5 3.7 4.0 4.0 3.8 3.2 3.6 3.6 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.5 0.3 0.3 0.5 1.1 2.1 2.8 2.8 3.4 3.4 3.5 3.0 3.1 3.0 3.0 3.3 3.7 4.4 4.6 4.8 4.9 4.5 4.3 3.8 3.5 3.1 3.6 4.2 4.1 4.1 3.7 3.5 3.2 4.8 5.4 5.7 5.4 6.0 5.7 5.4 5.0 4.3 4.0 3.9 3.9 3.8 4.3 4.5 4.5 4.6 4.3 4.5 4.6 4.3 4.1 4.3 4.1 4.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.3 1.1 0.7 0.5 0.6 1.3 2.3 3.0 3.5 4.0 3.8 4.1 3.7 3.3 3.3 3.0 3.0 3.5 4.0 3.9 4.0 4.4 4.3 3.9 3.6 4.9 5.1 4.9 5.0 5.7 5.2 5.0 5.0 4.4 4.1 3.9 3.9 4.0 4.4 4.2 4.1 4.6 4.4 4.3 4.3 4.2 4.2 4.1 3.8 3.8 0.0 0.0 0.0 0.1 0.4 1.0 1.7 2.0 2.1 2.8 3.2 2.9 2.4 2.2 2.4 2.4 2.4 2.7 3.4 3.7 3.5 3.7 3.6 3.1 2.8 2.6 2.5 2.8 3.0 2.9 3.0 3.4 3.6 3.1 2.9 3.9 4.6 4.1 3.9 5.3 4.8 4.5 4.5 4.2 3.8 3.6 3.6 3.8 3.8 3.4 3.3 3.8 4.0 3.8 3.6 3.5 3.4 2.9 2.6 2.6 0.0 0.0 0.1 0.1 0.3 0.9 1.6 2.8 3.0 3.6 3.8 3.7 3.1 2.8 2.3 1.9 1.8 2.1 2.5 2.4 2.4 2.5 2.7 2.4 2.1 1.9 1.9 1.9 2.1 2.1 2.1 2.4 2.6 2.8 2.7 4.8 4.7 4.1 3.9 3.8 3.4 3.2 3.2 3.3 3.2 2.8 2.6 3.2 3.3 3.1 2.8 2.6 2.3 1.8 1.6 1.5 0.0 0.1 0.1 0.2 0.5 1.1 2.1 4.0 4.3 4.6 4.9 4.6 4.1 3.5 2.8 1.8 1.4 1.3 1.4 1.3 1.4 1.4 1.6 1.6 1.4 1.4 1.4 1.4 1.6 1.8 1.8 2.1 2.4 2.7 2.5 5.6 4.8 4.2 3.8 3.5 3.4 3.3 3.3 3.1 3.0 2.9 2.7 3.4 3.1 2.6 2.3 1.9 1.5 1.1 0.9 0.7 0.1 0.1 0.1 0.2 0.5 1.2 2.1 4.3 5.3 6.5 6.3 6.0 5.0 3.7 2.6 1.7 1.0 0.7 0.7 0.6 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.6 1.9 1.9 2.2 2.5 2.8 6.0 5.5 4.7 3.9 3.5 3.6 3.8 3.6 3.1 3.0 3.2 3.1 3.9 3.3 2.6 2.1 1.6 1.2 0.9 0.6 0.5 0.1 0.1 0.1 0.2 0.5 1.1 1.8 3.9 5.0 5.8 5.9 5.6 4.8 3.3 2.1 1.4 0.8 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.9 1.0 1.2 1.4 1.7 2.0 2.0 2.4 2.6 2.6 5.5 5.4 4.7 3.4 3.0 3.1 3.5 3.2 2.6 2.5 2.8 3.1 3.9 3.1 2.4 1.9 1.4 1.1 0.8 0.5 0.4 0.0 0.1 0.1 0.2 0.4 0.8 1.5 3.6 4.4 4.7 5.4 4.9 3.8 2.6 1.5 1.0 0.6 0.4 0.3 0.3 0.3 0.3 0.5 0.6 0.8 1.0 1.1 1.3 1.6 1.8 1.8 2.3 2.4 2.3 1.8 1.7 1.5 1.2 1.0 0.8 0.6 0.4 0.3 0.0 0.1 0.1 0.1 0.2 0.6 1.3 3.2 3.7 4.1 4.8 3.8 2.7 1.6 1.0 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 0.9 1.0 1.1 0.8 1.8 1.8 1.6 1.3 1.0 0.8 0.6 0.4 0.2 0.0 0.0 0.0 0.0 0.2 0.5 1.1 2.9 3.2 3.8 4.3 3.4 2.2 1.2 0.7 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.0 1.1 1.1 1.6 1.7 1.6 1.4 1.2 0.9 0.7 0.6 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 2.9 3.2 4.1 3.4 2.3 1.2 0.6 0.4 0.3 0.3 0.3 0.2 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.3 1.5 1.6 1.6 1.7 1.7 1.4 1.3 1.0 0.7 0.7 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 2.3 3.0 3.4 3.1 2.4 1.4 0.8 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.4 0.5 0.7 0.8 1.1 1.4 1.8 2.0 1.7 1.8 1.7 1.4 1.2 1.0 0.8 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 2.0 2.8 2.9 2.6 2.6 2.0 0.8 0.5 0.4 0.3 0.4 0.4 0.3 0.3 0.4 0.5 0.6 0.8 1.4 1.9 2.1 2.2 2.0 2.0 1.8 1.4 1.2 1.0 0.8 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.5 2.0 2.4 2.3 2.1 2.0 1.8 1.5 1.2 1.0 0.8 0.8 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.3 1.5 2.5 3.1 2.0 2.0 1.8 1.5 1.2 1.0 0.8 0.8 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.4 1.1 2.7 3.2 1.8 1.9 1.8 1.5 1.3 1.0 0.8 0.8 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.9 0.6 2.4 3.6 3.6 1.7 1.9 1.8 1.5 1.3 1.0 0.8 0.7 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 4.0 3.2 3.8 3.5 1.8 1.8 1.7 1.4 1.1 0.9 0.7 0.7 0.1 0.1 0.2 0.6 0.9 0.0 0.0 0.1 4.2 3.4 3.8 3.5 1.9 1.9 1.6 1.3 1.1 0.9 0.7 0.7 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 2.9 3.2 4.0 3.7 1.8 1.8 1.6 1.2 1.0 0.8 0.7 0.7 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.8 0.9 1.8 3.6 3.5 1.6 1.7 1.6 1.3 1.1 0.9 0.8 0.8 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.4 1.2 1.8 2.6 3.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.4 1.6 2.0 2.6 2.7 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 2.0 2.1 2.1 1.9 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 2.4 2.3 2.1 2.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 2.5 2.6 2.4 2.2 2.7 0.0 0.0 0.1 0.2 0.3 0.7 1.1 2.6 3.3 3.0 2.9 2.1 1.3 0.0 0.0 0.1 0.2 0.4 0.9 1.5 3.6 3.9 3.4 3.0 2.1 3.4 3.4 3.2 2.8 2.6 2.4 2.3 2.1 1.6 0.1 0.1 0.1 0.3 0.5 0.9 1.7 4.0 4.1 3.6 3.3 3.2 3.7 3.6 3.6 3.1 2.8 2.6 2.6 2.4 1.9 0.1 0.1 0.1 0.3 0.6 0.8 1.3 3.2 3.7 3.5 3.5 3.4 3.2 3.2 3.3 3.4 3.8 4.1 4.6 4.7 4.5 4.1 3.8 3.5 3.6 3.4 3.3 3.3 3.2 2.8 3.6 2.5 3.7 4.1 4.1 4.0 3.8 3.9 3.7 3.9 4.2 4.1 4.0 4.2 4.5 4.6 3.9 3.8 3.9 3.6 3.2 3.0 2.9 2.5 2.2 0.1 0.1 0.1 0.3 0.5 0.6 0.9 2.3 3.1 3.3 3.4 3.2 3.2 3.0 3.4 3.7 4.1 4.6 4.7 4.7 4.8 3.9 3.7 3.5 3.5 3.5 3.6 3.6 3.5 3.1 3.1 3.0 3.3 3.7 3.7 3.3 3.2 3.0 3.1 2.9 2.6 2.5 2.1 2.3 2.5 2.6 2.9 3.3 3.5 3.3 3.0 3.2 3.2 3.8 4.1 4.0 3.8 4.0 4.2 4.5 4.1 3.9 3.8 3.6 3.2 3.0 2.8 2.5 2.4 0.0 0.1 0.1 0.3 0.4 0.4 0.5 1.9 2.7 3.0 3.2 3.3 2.7 2.9 3.1 3.6 4.2 4.7 4.8 4.7 4.0 3.9 3.5 3.3 3.0 3.5 4.0 4.0 3.8 3.4 3.6 3.6 4.0 4.0 4.1 3.7 3.6 3.3 3.5 3.3 3.0 2.8 2.4 2.0 2.7 2.9 3.3 3.5 3.6 3.7 3.3 3.3 3.6 3.9 4.4 4.4 4.4 4.3 4.5 3.1 4.3 4.2 3.7 3.7 3.6 3.3 2.7 2.7 2.8 0.0 0.1 0.1 0.2 0.2 0.2 0.3 1.6 2.2 2.2 2.4 2.8 2.6 2.0 3.0 3.7 4.4 4.9 4.8 4.1 4.0 3.9 3.3 3.1 2.7 3.1 3.2 3.9 3.5 3.3 3.3 3.7 4.2 4.1 4.3 4.1 3.8 3.4 3.5 3.5 3.4 3.2 2.5 1.8 3.0 3.2 3.6 3.6 3.6 3.8 3.6 3.6 3.5 3.8 3.9 4.6 4.8 4.7 4.8 3.2 4.2 4.3 3.9 3.9 4.0 3.7 3.3 3.0 3.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 1.2 1.8 2.0 1.9 1.4 0.9 0.6 1.4 3.5 3.8 2.7 2.6 2.6 2.8 3.3 3.5 3.3 2.8 2.2 1.7 1.5 2.3 2.5 2.7 3.0 3.4 3.7 3.7 3.5 3.1 2.9 2.8 2.8 3.4 2.9 2.3 1.8 2.7 3.1 3.6 3.7 3.6 3.4 3.5 3.5 3.3 3.2 3.2 4.1 4.9 4.6 4.3 2.4 3.2 2.7 2.4 2.5 4.3 4.2 3.8 3.4 3.4 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.9 1.5 1.8 1.9 1.8 1.6 1.3 1.2 0.9 3.4 1.4 2.3 2.2 2.2 3.4 3.4 1.5 1.6 1.7 1.8 1.5 2.0 1.8 1.9 2.2 2.8 2.8 3.4 3.5 3.4 3.1 2.6 1.8 1.9 1.3 1.8 1.5 2.1 2.8 3.2 3.5 3.7 4.0 4.0 3.8 3.2 2.9 3.1 3.2 4.0 4.0 3.4 1.3 3.2 3.4 3.1 2.3 4.9 4.7 4.4 4.1 3.9 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.5 0.8 1.3 1.5 1.5 1.5 1.2 1.1 0.8 3.4 1.5 2.5 2.6 2.4 3.5 3.6 1.7 2.0 2.1 2.3 2.0 3.0 2.1 2.3 2.1 2.0 1.3 2.1 3.2 4.2 3.8 1.1 0.7 0.6 1.1 0.9 1.4 2.7 2.8 2.8 2.7 3.2 4.2 4.2 4.2 4.0 3.8 2.4 2.2 1.4 3.7 4.0 3.9 4.9 5.4 5.3 6.1 5.6 5.1 4.8 4.5 4.2 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.6 1.2 1.4 1.1 1.1 1.0 1.8 3.8 2.3 2.4 2.5 3.0 4.3 4.1 3.8 2.0 2.0 2.2 1.9 1.8 0.9 1.8 2.0 2.0 1.8 1.8 0.9 3.1 0.9 1.4 1.6 1.6 1.5 1.2 1.4 2.6 2.7 2.7 2.5 2.6 2.5 4.1 3.3 1.7 2.1 2.1 2.0 1.4 3.5 3.9 4.6 5.1 5.6 6.3 7.0 6.1 5.6 5.4 4.7 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.6 1.0 1.0 1.1 1.1 1.6 4.0 3.9 2.3 2.9 3.2 4.9 4.7 4.6 4.5 3.5 2.5 2.2 2.4 2.0 0.9 2.2 2.3 2.2 2.2 1.9 0.8 3.0 0.8 1.2 1.6 1.7 1.6 1.2 1.2 2.3 2.5 2.6 2.6 2.7 2.1 3.9 3.0 1.9 1.7 2.2 1.7 1.7 3.7 3.6 3.7 4.5 5.8 7.4 6.8 5.9 5.5 5.2 4.6 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.7 1.0 1.2 1.3 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PROJECT NO. DRAWN CHECKED SUBMITTAL DATES OTB DATE REVISIONS SHEET TITLE SHEET DH CHK LIGHTING PHOTOMETRIC PLAN 3/13/2013 11:11:35 PMSD4707 N. 27th St.Boise, ID 83702p:208/345/2428fax:208/345/3757www.tait.comSince 1964SacramentoLos AngelesTexasDenverDallasBoiseGALLATIN CENTERCATTAIL ST.& MAX AVE.BOZEMAN, MTTHESE DRAWINGS ANDSPECIFICATIONS AREINSTRUMENTS OF SERVICEFOR THE PROJECT FORWHICH THEY ARE MADEAND SHALL REMAIN THEPROPERTY OF THEARCHITECT REGARDLESS IFTHE PROJECT ISCOMPLETED. THESEDRAWINGS ANDSPECIFICATIONS SHALL NOTBE REPRODUCED OR USEDBY ANYONE FOR OTHERPROJECTS OR ADDITIONS TOTHIS PROJECT WITHOUTTHE WRITTEN CONSENT OFTAIT AND ASSOCIATES.COPYRIGHT © 2017WINB2B 11/09/17 1 SITE PHOTOMETRIC PLAN SCALE: 1/4" = 1'0" S ! CSX1 LED LED Area Luminaire 4*. Q.NIGHTTIME aTl Specifications 0.7 ft2 EPA: Length: Width: Height: Weight (max): (0.071rf) 23-1/2" (59.7 an) 18-1/2" (46.9cm) 5-7/8" (14.9 cm) 37 lbs (16.8 kg) 1L i r A w A+Capable options indicated LTL?- by this color background. Catalog Number Notes Type Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system-level interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperability! • This luminaire is part of an A+ Certified solution for ROAM®2 or XPoint™ Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background1 To learn more about A+, visit www.acuitybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam: Link to DTL DLL EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD CSX1 LED 60C CSX1 LED 60C 60 LEDs 700 700 ntA 1000 1000 mA (1 A) 40K 4000 K 50K 5000 K T2M Type II T3M Type III T4M Type IV T5M TypeV TFTM Forward throw MVOLT1 1201 208’ 2401 2771 347 480 Shipped included SPA Square pole mounting RPA Round pole mounting WBA Wall bracket Shipped Separately2 SPUMBA Square pole universal mounting adaptor3 RPUMBA Round pole universal mounting adaptor5 KMA8 DDBXDU Mast arm mounting bracket adaptor (specify finish)4 Shipped installed DDBXD Dark bronze PER NEMA twist-lock receptacle only (no controls)DBLXD Black DCR Dimmable and controllable via ROAM* (no controls)5 DNAXD Natural aluminum DMG O-IOV dimming driver (no controls)6 DWHXD White HS House-side shield1 DDBTXD Textured SF Single fuse (120,277,347V)'dark bronze DF Double fuse (208,240,480V)'DBLBXD Textured DS Dual switching"’black BL30 Bi-level switched dimming, nominal 30%9'10 DNATXD Textured BL50 Bi-level switched dimming, nominal 50% 910 aluminum Shipped separately2 DWHGXD Textured V G BS Vandal guard Bird-deterrant spikes white fA LITHONIA LIGHTING One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2012-2017 Acuity Brands Lighting, Inc. All rights reserved. CSX1-LED Rev. 05/02/17 CSXW LED LED Wall Luminaire Specifications Height:7-1/8" (29.2 cm) Width: 16-3/8" (41.6cm) Depth: Weight (max): 9-5/16" (23.6 cm) 30 lbs (13.6 kg) 1 f ‘-----------1 1-------' \ ....................~ ________\l w------------- |— d — Catalog Number Notes Type Introduction The Contour® Series luminaires offer traditional square dayforms with softened edges for a versatile look that complements many applications. The CSXW LED combines the latest in LED technology with the familiar aesthetic of the Contour® Series for stylish, high-performance illumination that lasts. It is ideal for replacing 100- 400W metal halide in wall-mounted applications with typical energy savings of 80% and expected service life of over 100,000 hours. EXAMPLE: CSXW LED 30C 700 40K T3M MVOLT DDBXD CSXW LED CSXW LED 30C 30 LEDs 700 700 mA 40K 4000K T2M Type II, MVOLT2 Shipped included Shipped installed DDBXD Dark bronze 1000 1000 mA 50K 5000K medium 1202 (blank) Surface mount PE Photoelectric cell,DBLXD Black T3M Type III,2082 button type5 6 DNAXD Natural aluminum T4M medium Type IV, medium 2402 Shipped separately DMG O-IOVdimming driver (no controls)DWHXD White 2772 BBW Surface-SF Single fuse (120,277,DDBTXD Textured dark bronze TFTM Type 3473 mounted back 347V)7 DBLBXD Textured black forward box (for conduit DF Double fuse (208,240,DNATXD Textured natural throw,4803 entry)4 480V)7 aluminum medium DWHGXD Textured white Shipped separately4 VG Vandal guard WG Wire guard Mounting Detail For use with 1/4" fasteners Accessories Ordered and shipped separately. CSXWBBW DDBXDU CSXWWGU CSXWVGU Back box accessory (specify finish) Wire guard accessory Vandal guard accessory NOTES 1 Configured with 4000K (/40K) provides the shortest lead times. Consult factory for 5000K (/50K) lead times. 2 MVOLT driver operates on any line voltage from 120- 277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when ordering with fusing (SF, DF options) or photocontrol (PE option). 3 Available with 700 mA options only (30C 700). 4 Also available as a separate accessory; see Accessories information at left. 5 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. 6 Must be ordered with fixture; cannot be field installed. 7 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. fj LITHONIA LIGHTING One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2012-2017 Acuity Brands Lighting, Inc. All rights reserved. CSXW-LED Rev. 10/05/17 . I- P2 D P2P2 <1= =0l rWB3lWB3 B3F3 F P2 iP2 P2 <1=<1= rWB3ll <0 »P2 P2 P2 El LMJ[ -WB3 4>, WB3 P2 P2 — & - +Ei! H3WB2 ■AP2P2 P2 WB3 <3=,- [WB3]D P2 P2 & 3J1 L r □P2P2t:P2 P2 El * P2 |C P1 6 0=t> El rpE^-P33-H ♦---------4*4 4 4 4 ”^ 4 4 4 ooo o---------------------------------------------------------------------------------------------------------------------------------------------------® GENERAL NOTES: 1. F00TCANDLE MEASUREMENTS TAKEN AT GRADE. 2. MEASUREMENTS ARE CALCULATED WITH MATURE LANDSCAPE MODELED. A