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HomeMy WebLinkAboutT-197401I'.2" -LEGAL MESCRIPTION -- , lo[ 7 of Joseph P. Hesahall Tract *, d' par Plat [ecordod In -1-- 38 of plats, on page, J0, re ortln of Klnq Colinfee :yCE PT cha Beet 3J5 Loo t`of "a North 360 fee of the 10.1b 510 Lces sncreof; K e T that portion o[ a id lot onveyed o King Colin Ly for ra ad by do ad, ro -ded under Audi tot's Pile Noe. 6 178059 and 6414810 MID CKCEPT that Portion of eaia Lot steer ibca as follow.: nogl nnln9 at the lncn[em cion of the ten er line oL Primacy State I.,- ] (6unses 1119hweyl wl cha line Which 1, 50 feet Eaz ter ly of a A +Irallel wise cne c erllns o1 flat, avenge sowcneasc, as established 1" 0 f[ Claim Deed [ o[ded under dual ta['e Pile 11 6414810; thence ed os required 2 N.P.S. --IB„ SLIPFITTER 4 \\ 4 %ZIO.D. 188 WALL BRACKET ALUM, ALLOY 6063•T6' -V2" B N C LOCKBOLT GR. I8 -8 S.S. FLUSH JOINT A?. `0. D. ISOFOOTCANDLE CURVES (.. RATIO OF LONGITUDINAL DISTANCE TO MOUNTING HEIGHTI p �:nLn 1'58'11' Waet along eaid parallel line 250 Lecc co the Trd� Po,nL TAPERED ALUM. POLE I z f neglnnln9l•msnee norcn 1•se'tz• cede .lori9 said parallel line 179.1 %•fir WALL ALLOY 6063 -T6 1H4 r .I ioat o she point f curvature Of a 15 Loa[ radius cu[va - the right; licnca HorU:aancariy atan9 said ease 29.52 fees to cne wins o[ comps.. SATIN GROUND FINISH w; Ch a 1181,1) Loo[ adiva c vv on ..cts ,ne Sou Neaa c. :sn •���ye'd�ing rerallel wlen end so feet distant iron she ef- remantionea _ can terllna oL Pr lmnry Stnte Ill9hwey No. 1; thence Wortheae.. rly along - O c 91.0) salt Lo s'point [ Can9encyl [hence North 76.18'11• Enac ai F• ,I feat con lino welch la 100 fast Lrom, wnon meesurca ac r19nt angles at. P 4 Pnrnl ]el will. the reels ilnn of . id Tract 71 thence Sou,h 1.11.16• West :. ¢ PFR '1400 LAMP LUMENS 0' .I lon9 eaia parallel line 110.16 teat so a point which bears sou cn BB•19 HAFT .1st from t1,a Tell I'll oL Oaginnia,, tnence North BB•l9'JI•' Haat 16 <. (-' 257 3of 35' I! et to the Trwe PoinL of De9innln9+ /7 NOTE 1 FOOTCANDLE • 10.76 LUX .t:ln EKCr..PT that Portion of Los 71 descrltad ea lol lows: I•ginnin9 It she insarso -Lon of tea east line of sofa Lot 7 and . linr CL �8/3 /1 '�•�'� / 2 MOUNTING HEIGHT COR RECTION FACTORS FOR OTHER THAN- ILFEET.. ien ;c parallel to and 50 feat Gilt- from she cc terline o[ Pr imarl J .1� a 11igllwy :lumbor 21 tnence slate 76.28.21• West along said plllllb: USE TABLE BELOW OR FACTOR • ACTUAL MHI line 103.46 feet [O Lna Hen, line O( the East 100.00 [act of sa a LOL p pp .12• Waat along slid Want line 100.11 [sec: chance So: T ,�BCJ ,�LJp MOUNTING r.ss no 0; Lnoe to the I:set line of acid Lac 7: cn 61 H <. �HETGN7 -FEET 20 2$ 30 35 40 4S 50 iw'26• E L .!on.) paid Ease line 207.28 fed: to tl'.c Trde Paint o(or .;l; rte' 1.0 an caseemn• owe chat Portion of Tce 7. Josepn P. iulahal. FACTOR ..rd(ny to ine pi rass recorded in Volume JB of Hats, rive 30. 2 •2S I .44 1 . 001 U •73 0.55 O,d4 0.35 :�:•1 Co::'cC1 h'ash"th con, nytr of na Eaac 135 Lee, of aa,d Trans and n ,nn a {rap " I[" TO 12" Innd 20'feet i width -sending 10 feet on eacn lade o[`tne fol lowsnl n:scriwn a nsar line: r BOLT CIRCLE -inning a sea sodchaaac turner of ea;a xact ): tnence 1wr,n it •z1•:• 5, ninny Lhe Fast line Cha[no( 430 feet; thence lturth BB•)9'o {• H +'ral Ill sa Lh,: So— line of :aid Lraet, 135 fee, is u,e Trdc r e (4) I" BNC GALV STL. ::hence Worth 17•2.56• Went 47.17 teas la the Po ins or`dd 4 1/211 OF BOLT 1, a cne right hawing a radius of s.I fen,{ ,hence Hart a e ANCHOR BOLTS WITH ale ng`Lno a of said cue a 111.51 fee ; [hence III th 44.51'12• H tc)� FIN- ABOVE AT/MMR3 Td� ms, co tneVEaacarly tine aL tlB to ave. aoutncasc and t' NUTS AND WASHERS 2'IN NE rA of .1ia cdnterllne. /15TAILE4 ONLY 8 "O.D+ 151 HANDHOLE (SHED GRADE yNaRywEArc 4' z 6" OPENING 4 'CONCRETE PAD 50• of AfloyE- GROUND LUG W/COVER AND S.S. SCREWS +. ,S 41 BASE FLANGE ALLO`r 4 3 -66 -T6 WITH BOLT COVERS a S.S. SCREWS?+1.I. -tl •-- a�INeyt� �. DARD DAVIT POLE /e e SCALE Z®' LEGEND 0 INDIVIDUAL JUNCTION BOY. PER 1000 LAMP LUMENS LuMINA.'RE STAeIDARO f ANCNbR SASE -ice -- 1z' SCHEDULE 40 PVC W1TQ (2)+16T-NW CU, -_. 1t" SCHEDULE 80 PVC. 0--<D' FUTURE LUMINAIRE CHIC), N•i.C. NbT IN CONTRACT O Pu GET Pow ER TRAH5GDl7MEf_ VAULT - -- EASCM--i1T P'IARK1nIGs N,E. SLI1NSE7 BLVD. 2100 DUVALL ZNT6RSECTIOM STA T IONiNG TO ����r CENTER OF S. R. 9oO - ��2 INTE R5ECTION -- - `EX_FH. - - -- / - To CONTROL CA3INET EX. CSMH� A3 SLINSET AND DuVALL /NSTALL DECAL N11%,6ERS (1EA7-1C4LLY AV,V9,E.P /NG r- X4VP1-E5 L&TY OWN£D D LO EET OOWERO 0 Z �c� \C� l p T.�•7FF /C � Lam LML . PLAN V IEW r' L /GNT STANDARD DECAL NUMBS //VG Y -BEM GENERAL @) )ELECTRIC PHOTOMETRIC DATA LIGHTING SYSTEMS BUSINESS DEPARTMENT HENDERSONVILLE, N. C. U.S.A., M39 PER 1000 LAMP LUMENS LUMINAIRE . GE M400 OR M40OR REFL. 3S- 231865 -04 OR -05 REFRACTOR 510 SOCKET POSITION 6 LAMP 200. 2SO OR 400 WATT HPS GE N0. LU200. LU250 OR LU400 ANSI NO S66.SSO OR SSI ANSUIES TYPE 1972 MEDIUM /SEMI CUT -OFF /TYPE III CIE TYPE NON CUT -OFF WIRE RUNS. GROUND LUG GENERAL INFORMATION TEST DISTANCE 25 FEET i MAX CANDELA 851 MAX CONE 67. S' MAX VERTICAL PLANE 72.S'/207.5 MAX CANDELA AT 90• 24 MAX CANDELA AT SO- 177 NADIR FOOTCANDLES 0.09SSO NADIR CANDELA 86 MULTIPLY ALL LUMEN, CANDELA, AND FOOTCANDLE VALUES BY THIS RATIO TAMP LUMENS flAT10 •ACTUAL 1000 PHOTOMETRIC TEST IN ACCORDANCE WITH IES GUIDE LIGHT FLUX VALUES _,,e FOUNDATION LUMENS PERCENT OF LAMP DOWNWARD STREET SI DE 56B 56.8 STREETSIDE l5 1.5 DOWNWARD HOUSE SIDE 165 16.5 UPWARD HOUSE SIOE 7 0.7 TOTAL 7S5 7S.5 TESTED DATE APPROVE ' DATE I y OATS f , TO LUMINAIRE *8 BARE :COPPER LUFIINNRE No GROUND WIRE REQUIRED) TYPICAL DESIGN 11811 I JUNCTION BO GROUND FUSE KITS SYSTEM WIR '•• ONTAC- ''' SPLICE KITS QUICK DISCONNECT TOP CONCRETE ' FOUNDATION TO BE 10 AMP IN LINE FUSE LEVEL WITH TOP CLEAR EPDXY SPLICE- KITS - S.E.C. OR EQUAL KITS ON ALL THRU OF SIDEWALK OR CURB. WIRE RUNS. GROUND LUG I1 2" MIN. GROUT PAD I 14"'M IN. UNDER POLE BASE ��.. DRAIN HOLE 2- (SIZED AS gip;' LUFIINNRE No II REQUIRED) A @T's LE.tSGTH CuRCuIT fall. LIGHTINGq GROUND STA 4 +25 SYSTEM WIR '•• ONTAC- ''' °° CLAMP c�: CONC. ii PAD TOR PVC CONDUIT I I 40' 01• LT SYSTEM L I1 I I PVC CONDUIT 40' O" LT II ll SYSTEM CONCRETE 3218 H _,,e FOUNDATION 40' 0" IT n A-1 3' SO. OR RD. _L 5/8 x 8 0 4' DEPTH FOR POLE HEIGHT COPPER -CLAD 'GREATER THAN 25'. GROUND ROD 3'DEPTH FOR POLE HEIGHT 25' OR LESS. TYPICAL LIGHTING UNDERGROUND SYSTEM .•i LuNIINAIRE SCHEDULE LUFIINNRE No Po LE LE-NTDU rZor PALE TO rtoF R.Ab A @T's LE.tSGTH CuRCuIT fall. ReM?.c: -KS I STA 4 +25 40'O LT a A-1 PPOTO Ce STA Co +Oi 40' 01• LT 8' - 2•-1._ STA �+6 40' O" LT 8' A• 3218 H STA +07 40' 0" IT a A-1 2 'P VG 50(,40 VJ/eG -rOVJ O.F 322`1 N s n 10+7 40'0 °LT 8' I TYPE _ See Append lx '3225H SPEAKER ANb 201h1TACT02, SCHEDULE ona35 - 175819 1 IES o2. SERVICc $ MPN V R 3RANCN C.WTACfol- CwwiT uu SF94ire A nLPZ BRa A103 el ?S R-1- Go CiREUir A 1 ZD L tN itess I -6 ` ,(2:' PVC SCN. yo W/ 3d C-, TNW CoPPCt2 ET t''o41Er- -rM%S. 2 'P VG 50(,40 VJ/eG -rOVJ O.F ` 12-0/24D voL.r -- - -_ - -- I TYPE _ See Append lx '3225H ffi Ih Specf{'1ca7'loh Sl-A 4 +?- 138TH AYE ME. (DUVALL) 3 +00 4 +00 5too 1i I ETA 2 +75 -_- - =EXISTING STREET IGHT 42' - -® - -1'r - - -- - l.R. CONC. SIDEWALK (�- - - - - -- c \EKISTIIVf', 'C' SLJNGTtON ?pox CI !°MR��i� TCPtJ Twots* •r-- ww..ew•e sA.- tL O•.m>�as.� ♦L ate....•... 2.1 n. �r> /L/ "' rtiaw • e�Bdl�. �