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HomeMy WebLinkAboutThe Cove-Pool & Tennis Ct area DENSE-PRINT �\ / DRAINAGE SYSTEM #1 DRAINAGE SYSTEM #4 1,750 S.F. Grass 450 S.F. Planting Area 19•�+�• l�rW.ltr' V' / Psl� YxXn �y�t[D 2,200 S.F. Pavement 3,600 S.F. Pavement _1 ,f./OTES: 1 ,750 S.F. X 308 X 2"/12" = 87 . 5 Cu. Ft. 450 S.F. X 30% X 211/12" 22. 5 Cu. Ft. 2,200 S.F. X 908 X 2"/12" = 330 Cu. Ft3,600 S.F. x 90% X 2"/12" - 540 Cu. Ft. PLf/iVT/NG DETi7/L / OECK O.P.G/NS TO BE JOSAM 35/24 . Req Vol . Total 917. 5 Cu. Req Vol Total = 562.5 Cu. Ft. -ZOO,- Z3&,49/A- OIe ypP,PO✓Ep EmUF/L. Vol Provided: Vol Provided: SCRLE: /"=/O' 2 - 8 ' dia X 6 ' deep rings = 506 Cu. Ft. 2 - 10 ' dia X 5' deep rings = 684 Cu. Ft. 2' 94-- O.P�J/N96E pipE TO BE puC SO."P. 35. S- MY"P/l9 oENSYG!/�fl///C9 7- P/NUS Muco MU6HU5 3 A/0 G/GHTS, OTHER TyRN 71105E FOR SM',,P/TY DRAINAGE SYSTEM #2 DRAINAGE SYSTEM #5 (B9YBEP,Py) Zz'-3'NT + + + 7RTED /N THE POOL/ 620VII COURT 9k-EQ 225 S.F. Grass 2,000 S.F. Grass + 2, 200 S. F. Pavement - + 2,000 S.F. x 308 X 2"/12" - 100 Cu. Ft. + 225 S.F. X 308 X 2"/12" = 11 Cu. Ft. Req Vol Total = 100 Cu. Ft. + + 2,200 S.F. X 908 X 2"/12" = 330 Cu. Ft. Vol Provided: Req Vol . Total = 341 Cu. Ft. 1 - 8 ' dia X 4' deep ring - 169 Cu. Ft. + + Vol Provided: + + 1 - 10 ' dia X 5' deep ring = 342 Cu. Ft. DRAINAGE SYSTEM 16 4-Y/BUPNU/YI DENTATUM 3,000 S.F. Grass + DRAINAGE SYSTEM #3 - - + # 3,000 S.F. x 308 % 2"/12" - 150 Cu. Ft. + 2,900 S. F. Grass Req Vol Total = 150 Ft. 7-T'9XUE CUSo/o97.>' eLON9 Vol Provided: + + + (OwH.PF JBv.9.UESE YEW) 2,400 S.F. X 308 X 2" /12" = 120 Cu. Ft. 1 - 8' dia X 5 ' deep ring = 211 Cu. Ft. + Req Vol Total = 120 Cu. Ft. + Vol Provided: 1 - 8 ' dia X 4 ' deep nna = 169 Cu . Ft . DRAINAGE SYSTEM #7 + + + I 3,600 S.F. Pavement + + 3,000 S.F. Grass I 3 ,000 S.F. X 308 X 2"/12" 150 Cu. Ft. + 3,600 S. F. x 908 X 211/12" = 540 Cu. Ft. S-/LEX EC9B.PF'coMogCTA' + + /6 Total = G90-Cu. �COMP9c7 /NKBEP.Py) /B /6 /2 /� Vol Provided : +. + 2 - 10 ' dia X 6 ' deep rings = 820 Cu. Ft. I SS-Y/BU,ENUA� pENTgTUM I I I I I � (9,P,P0/✓H/OOJ) 3'-4'NT I I l B JUN/PEPUS CHAr/EA/S/S /// Y-JUN/PE"PUS ✓GPG/N/'4�✓•0 I I I � I S9.P6EN>/�SgEFENT//UN/PE.P� / e AS7E.PN .PEO L'609�� /o•NT t/ / r I 1 I �EX/ST/NG oENSE VE6'ETa7/ON TO /51 p/NUS F7. 00`ls + I + l I (�PSTE.eN WN/TF I + + + } -F + O + } } + + f + + + + + + + + + / + + 9 8 I I 0 0 � // h 9 _ — + 6'N/6H INOOOEN TON:O /O / fx/a 'oEEP B//'G /0/ I T/MBE.P ,PETIJ/N/NG v✓4CL v RNO GRLi]YE GENCE�o / O 00 / _ - 8 POO[ wv.9 vo 1 I I' f6 1 /O' H/6H GN9/.0 L/.vK FEX/CE I A I 1 'F I + I ® I EQU/PME4/T C/"'v Ya p K O 9/N W` I 1 / 1 STO.PAGE / 30� " - 4'P✓C LICK DTPA/ /v \ I I s.f 1 I BU/CO/N6' 9.B ro 9 B 9a' P 9 C 1 1 1 + I Iylo\° I II \ g'�xGr' 0/gyp At I 1 1 \ \ ILI\ O 0 6.0 I I I \ 1 Tc 1 3 W + I \\ I 11 I ®s 1/O X 6 'DEEP \\n + \rFAI /.S COU�PT PG9NT/NG ` p \ c -----_ + -/O o POOL /// a _ \ \ \ lea / 1 p / / 35 \ 1 m aX' se / // / + I\% y / /ooZ \ �� 9 /v O lf/9/.✓ L/N,E' FENCE \ p, p / JECF OCK/U6 W 4'0 99 'A \ \\ 61 A4 .elwG GyTE \ X3'OEEP // \ D4SF / Iv N \ /00 \\ �2 __� rw .s as w 1 40 �oTcn IN' 8'0X9"0X4'OP 3o-yam/ Bja X6u'O✓EvE,/o>.P/N6 B" x6' OEEP"P/A� /.009• +. + \ m 1 I � ¢ \ ♦ \\\ Bw 8 .2ET/J/N/NG � � ew/i /`\I —_ \ Tw rw s B.w/v 20- pw?a EB �y/L \ ,4o rw \ \\ 7/MOE2 ,FETA/N/NLd 'W. zes 'O "y,3, _ rw/ 0 / W/7 0 /50 5.0 \ \ /B / 16 S T/MBEQ'Gu/OE �A/L• /4 SPA N m S .OA/O TE�t/N/S CO!/.PTA•PE.�PL.4 DnawrA No HENDERSON AND BODWELL FOP DATE CONSULTING ENGINEERS THE epOl/E AT SOUTffOLO 120 EXPRESS ST. PLAINVIEW, NY , 11803 /G 25/9BB scare TEL. No.(516) 935 -8870 P,PEPA"PEO FOA? AY!//EW 40F4V'ELOPMEA/T COPPOP.4T/Of/ / -op /nwlrve rv., ,EE///S/ON:3-]-B9 'OS OFPOC�.NN/N6 p09"PO "/EFT/N6 oFa"2]-89 SITUATED IN 6_15Y8 aL .eEvisron/s enllsl&W /-20.89 RSPre PLRAIAIIA14 � - sassT GENE.P. DATE DESCRIPTION &MIE"EEV9OiGMD 1-1289 \ T'A/ C/ COUNTY NEW OF SOU14FAV STEYEN S.va]ET ti.y 2E //, 53943 SUFFOL.0YO.P.E/ / oe 2 REVISIONS DENSE-PRINT 1 ' 4 DRAINAGE SYSTEM #1 DRAINAGE SYSTEM #4 1,750 S.F. Grass 450 S.F. Planting Area 2,200 S. F. Pavement 3,600 S.F. Pavement 1,750 S.F. X 308 X 2"/12" = 87 . 5 Cu. Ft. 450 S.F. X 30% X 2"/12" = 22. 5 Cu. Ft. NOTES: 2,200 S.F. X 90% X 2"/12" = 330 Cu. Ft. 3,600 S.F. % 908 X 2"/12" = 540 Cu. Ft. PLF/iVT/NG DETA/L Req Vol. Total = 417.5 Cu. Ft Req Vol Total = 562, 5 Cu. Ft. /• OEC,[' O.P.G/NS TO BE ✓OSAM 3S/2Q Vol Provided: Vol Provided: FLOO.E O.Pq/.r/ op gPP.POVEp EOU.OL. 2 - 8' dia X 6 ' deep rings = 506 Cu. Ft. 2 - 10 ' dia X 5 ' deep rings = 684 Cu. Ft. SCRGE.' /"=/O' 2' ACG O.6".9/N9¢E P/PE TO S- MY'P/C9 PENSYC{/y.(//CA ]- P/NUS MUCO MU6/YUS z? NO IleNTS, OTHER THEN THO5E FOR SECU,P/TY " DRAINAGE SYSTEM #2 DRAINAGE SYSTEM #5 lB9YBEP.PyJ 2z'-3'NT + + } (MUCO P/x/E) 2 '- 242 BP.B RE9SONB .4•{/9LL BE LOCATED /N THE POOL/ TENN/5 -OU.PT 9,e EH, 225 S.F. Grass 2,000 S.F. Grass + 2,200 S.F. Pavement + 2,000 S.F. % 308 X 2"/12" = 100 Cu. Ft. + 225 S.F. X 30% X 2"/12" = 11 Cu. Ft. Reg Vol Total = 100 Cu. Ft. 4- + 2,200 S.F. X 90% X 2"/12" = 330 Cu- Ft. Vol Provided: + Req Vol. Total = 341 Cu. Ft. 1 - 8 ' dia X 4 ' deep ring = 169 Cu. Ft. + Vol Provided: } 1 - 10 ' dia X 5' deep rine = 342 Cu. Ft. + + DRAINAGE SYSTEM #6 4-l//BUPNUM OENTi9TUM Av 4- 3,000 S.F. Grass DRAINAGE SYSTEM #3 + ' 3,000 S.F. X 308 % 2"/12" = 150 Cu. Ft. + 2,400 S.F. Grass Req Vol Total = 150 Cu. Vol Provided: + + + 7-T9Xu5 CUSP/0979 NgN.G 2,400 S. F. X 30% X 2"/12" = 120 Cu. Ft. 1 - R' did X 5 ' deep ring = 211 Cu. Ft. (OLv9"PF ,/NP,gNESE yEW) Req Vol Total = 120 Cu. FL + + Vol Provided: + 1 - 8 ' dia X 4 ' deep ring = 169 Cu. Ft. DRAINAGE SYSTEM #7 3,600 S. F. Pavement ' + + 3,000 S.F. Grass + I 3,000 S.F. % 308 X 2"/12" = 150 Cu. Ft. + 3,600 S.F. X 90% X 2"/12" = 540 Cu. Ft. S-/G EX CCAB.PN'COMPgCTA' } /¢ Total = 690 Cu. Ft (COMP9eT /N,(BEPFy) + /6 /8 /6 II /Z Vol Provided: 2i2HT 6 + + ,+ 1 I 2 - 10 ' dia x 6 ' deep rings = 820 Cu. Ft. % 55-Y/60RN11, OENTHTUM 1 I I I 1 B t/UN/PEPUS CH/x/E.US/S // / (EASTE.PN ,�Ep !/E,pge) N9 I I I I I $ I SN"P6ENT/�SG.P6ENTtlUN/PE"P� // e'-/o• .vr. I I I I I I 1 2 '- ?�'SPB • / I I I /SIP/NUS ST.PaAUS } I 'IBEX/ST/NG DENSE ✓EGETq T/ON TO I O -{-' I IFiQSTEeN a✓s/i/F + I 0 + + } + + + } + + } + \ + } } + } + f } } } + } } + + } } + } + + + + + } + + + + + + i + * + + + + + + / + � g I I + I /°/ /O /o. rev �'^ + 6'N/GN WOODEN TONGB / � /O.o A I O I 1 I TC /v�uG'OEEP .P/NG I T/MBE"P ,PET/!/N/N6' _W4 I ND GRLYJYE FENCE ,/ 0 6° W` � I 1 I � EQU/PMENT c/Nv >f° nvv d o0 1 /"'✓ I I STO.PAGE J 30 ' - 4'PUC LI�GL' O.P.G/ /° / �25" - Oe .0 K O �G/N W I 1 1 i _s.f I I I BU/LO/NQ: 9'P /R I I I FF. /0.50 1\ 11 + I IISI^ I i PSH •N / � Q I + 1 1 1 \ \ + P p°° O I 1 OEEP.P/NG 4 1 N0� I I I 14 I \ I \I 1 rc 11 \\ I 1 h 0 vas nvv vast O Q + I \\ I \\ 1 ®s \/O'lll 3 W LPiNc /' + A V T+ 1 W \1 \ \1 1\ \O \ II\ DETHL�SS 00 v 2 + SHEET) ® Q p ° // POOL // o N /20 f\ 1 \ m \ 1 \\ \\ \\ Ajo m fe 25' + I k I \ \\ I \\ \ O Iryl� / // /o=Z \ /U0 S'OEEP � 71 /° v + 1 \ \\ \ \ ,Piss Q 4 zAK / e _CN9 elm" FE CE ECF OC.K/ G /' W h h \ X3 DEEP // I \ \ ¢'�/NCET ➢. B 989 / 9.9 \ \ I \ @'P1 X\40EEP.P/NC 3ECF [OCKAVC \ / Nvv sb ^ I \ \ \ \ C.wTE \ Tw rr. / /uv.v los rW .s rW/ys o n o 11 /o ° �- \ \ \ \ \ \ re nvvao 4 /NCET — /Nv<o /ova vv /// Qf/.00% /v. 2 >3oS '/BOfX6'OEEP.P/N6 - \ \y \ 8' X5"DEEP.P/NC \ >o X3'OEEP /_,-tea, B'0x4'oEEP ioo 9'o TC �"/Po% //,> + 1� \@41 T \ \\ -I- \\\\ \"J T + / /+ 9 X 5'OEEPA/ / 3 3 if \ I .2E7;4//1/1V19 / K s� _i �' rW/ ° E,@ GU/OE •2A/L 7'11W,9,!50 ,ZETA/N/N4 //Y.c'LGS ___ __ _ _ �1T/MB \ /5OsW \ /408W \ \ \ JY O &0/go rw / /3 / /I I 1 I 20 A / N m O HENDERSON AND BODWELL °ry"wrA "°. FOP DATE CONSULTING ENGINEERS THE COl/E .PT SO!/TfHOLO 20 EXPRESS ST. PNY , 11803 rc zs/966 TE L. No.(5166f) 935 935 --888870 P,EEPif"PEO FO.E scALs aw I,Y[//ELf/ DRAM NG COPP SITUATED INOP9T/O�/ / 6-/S-BE GENF,P.aL .PE///S/ONS ,PEU/S/ON:3->-S9 AS FE.PFtgNN/N6 /1 wc rvo. BOF.Pv hFET/N6 aF2-2>-69 //III/ .PEU/S/ON:/-PO-B9 FS PE., PL9NN/N4 DATE DESCRIPTION BOF,FO MEM009TE0 1-1?-j09 \ TOWiV OF S,91171104,0 SHEET REVISIONS •,2E!/ 9-/G-B8 STEVEN 5.4MET .v.y vE ,u 53943 SUFFOeA- COL//t/TY .UEw YO,PAL / or Z DENSE-PRINT • C./. F,PAME ANO G"PATE I OEAOMAA/ TO BE PLACED y02/Z. SHED A9 APP.POVEO BY THE /NTD BANK ANO COMPACTED /A/ G.PAOE. TOWN OF SOUTHOGO SECURE 7/MBE.PS AT EACH 'TACE AT /.uTEP✓AGS SHOWN. EA/o iv/TH OHE afE 4 .PEBA,P SECU.PE E.VO TO WAGC W17W ONE F/N/SHED / F .piYh� AA/O y 7M' E E #¢ B'EBA.P /6"LONG. G.PAOE TOWN OF /6'" LONG SOu HOLO TO - P OF UPPED WALL .. . • ��•PECAST CH/MA/� v`_• ,P/ES-SEE P[pN 1 1 1 1 - ' ti µ•v r 'v 3' I I 1 1 I I 1 I 1 ii 2'-6" ' 1 ®®® ® Q ®®EgE TOP OF 1I OW1I I I 11 II41 WALL I 1111 I ! � 8=0"'O/A O.P /O'-O"O/A `• ' � Iere.ZO • I I 1 1 I I I I 1 I I I I 1 I EC 2.0 ILI°- 11 I I I I I ! 1 1 I I I 11 1 I h �GBOUNO WATE.P EC. o. SS 8' Oi 0 �6aPOUND WATE.P EC.O.SC' 1 � 1 11 II I 1 II II 1 1 I TY.40/C.4G L4dr,4tC1//A140 7Y.0/C. 4 C.9TCll8.95/N I 1 11 11 � � 1 II II I I NOT TO SCALE A/07 TO SCALE TOP OF WAGE 3 1 1 I I 1_ 1 1 GBAOE _ 1 I 1 I III WAL,E'WAY �-SECU.PE BOTTOM POW � I 1 I 4'%Sz/.v � I OF T/MBE•PS W/TH O,uE 1 I #¢ .PEBA.P Ar EACH ENO Q p v g A c,' D O'v U�gcD o; � o Coo 0. p •0q 0 FPOA/T I/EY ' •r aq dU S4B'FAENCIEEx>KENNUCOKLEDA6EoRYCE L191 TOPOF A EDGE C C.POSS TIMBERS SPACED Ou75/OE SGEEYE Q 2%MAK.lP-CC/f✓EFY�F/F�H (,.'/6'/NTE.PyAGS EVE.PY G I� OTyE.P .POW CO[/PL/N6 TO BE SF.P/N6 ,l TYPE FOP EXPA'✓J/ON 1 SECU.PE C'POSS T/MBEPS 70 WALL W/TN O�r/E A¢ 41 BEBA.P AT EACy EA/v W Q FENCEOEO /N I F m _ LI I J-7, /vi PEG[AMP1T0'BE I' NOTES: U1E0 >a A>TACN FN6P/C TOP OF WACC F/N/SHED �I I I • E .POUND Abo w/> TO PoST / e/O/A/TS OF ACC T/MB6PS 70 BE G•PAOE G.PAOE I I I r(i.PUBunreE j y� /'-O" /b" STAGGEPEO AS BHOWA/. F/N/S.YEO I F/.V/SHED K GPAOE G.PAOE ,li Y4 II, 4 2' ACC T/MBEP TO BE 6" x 6" I I' E I E a'.Ir T ,I,L O .I I' `i 1, !w ••' . TENT/O.i/ - G�AOE A/o. / I m 11:'_5 — I � V PECONCRETE FOO>/N6 I[' I j' I;I` M ^ 'I I• E,V0, GATE,O?IO.Pf/E"P Po1T `SII �� ; I� fl' 3' WHE.PE 00!/161" WAC' /S 'VDT k I I I 'U' MErNOO of B.eAciNB SNOWN ABOYE �, V e U1? L-� FLPMLY COMPACTED I II '0.50 ro BE USED WHEN✓EFT/GAG UNE POST UNE PoJT n USED, ALC OEAOMEA/ SHACC Q 1 -SECU.PE BOTTOM .POW O.P HOB/a0A/TAC A!/6H,WENT G.PA✓EC BASE: SO/C A.POU.vO I S CBUSNEO JTONf R$ NEEDED LONG. I OF T/NIBE.PS W/TH ONE I CNAN6E9 /S o.P MO.eE /S 1 I # .PEBAB'-2¢'Y OA/G C,POSS T/MBEPS -- ANO AS SHOWN AT aOGA>/ON! AT EACH ENO ; ABC D E G sa✓ F/FE P,PE L M A oN GSECT/OAS/ A-A 1 1 [/N(cS:iE e/a «�f wi. n/CSN S?f a/IDE'r?f J/I nvu 4 3'3b w /�z 177 9 Z' /?/z 7751 Z' 277 Z' 315 2li 365 - /J ZD 6 i2' Y —J T/MBE•P .PET.9/.t//�'G !�/.4LG.S .4T !�1/•4L.Nl�(/�4y 6. 3•;x ,0 77- ,o. ,,.�, 727 9 Z' /de ,?452" 27Z 2' 3652Nr' 'b /O /2" /0 /s/a 727 // /3/e Z/'e C, ',7rr' 3651/z SA 3579 7 73 71 6 /c W � � 5 3K /O- /Z- IO aid /S6 2ZJ 9 7 /!d L'3''I ] TR Z' 363 Z/} 365 /3 Z✓' 6 /1 J 1 TOP OF WACC 1 1 . P.11 wire fabric shall meet the requirements of the current GR'AOE A. S.T.M. designation A-392 . It is to be hot dipped galvanized after weaving (A . S.T. M. , A-392 , Class II ) . ¢ -O B"LONG OEAOMAN 2".PE!/EAC Fi.ViSHEo I SPACED@/6' /A/TE.P✓ALS 2 . All posts and columns shall be hot dipped galvanized in G.PAOE Er/E,Py OTHEP .PO/iL accordance with A.S .T. M . designation A-123 . CTYP.) .1 .N,, in,� I I a1� SEE FRONT ✓/EW) #4.PEBA.P 3 . All rods and fittings shall be hot dipped galvanized in /6"LONG At4.PEBA.P/6"COA/G accordance with A. S.T.M . designation A-153 . SEE FRONT BECU.PE EACH T,pEAO F/N/SHED Q.P.90E ✓ e,w I I I 1 To >/MBE"P.FETA/N/N6 WpL•PWAy 9 . All fittings shall be malleable iron , cast iron or pressed steel . k Fi.PMCy COMPACTED — -- -- -- __-_ _ -QO OEAOMAN EACH EA/O wiris'oNEa'4 - -- 5 . All concrete footings shall have a compressive strengthth of SOGL 2500 lbs per square inch after 28 days . Posts shall sit in .P"RE"P /6"coa/e footings a minimum of 7 days before any fabric is attached . When the air temperature is below 500 F during pouring of the concrete, it is to sit a minimum of 19 days before the fabric is attached . Q@ --~ - — __ '•' 6 . All gates shall be 1 5/8 " D.D. Frames with the same fabric —r as the fence. All gates shall be complete with hinges , latches and stops . II 1 I yy -� 'ry'- 1- -j— 7. All weights are Its . per ft + 5% . 1 6'LOA/G OEAOMAN WALKWAY I' F/HiSHEO SPACED Ar/6'nVr6PVAl5 ' ----� --I�I� II 1 8 . Black vinyl-protected steel chain link fence shall be E EvEPY OryE.P .POW _ __ installed in locations as shown on he plans . 1 F/.PMG y COMPACTED t 1 __- - - I I %z"fix/2",Gpc. G.PAO — - I 1 I SO/C UA/OEB' STEPS 1 Cge,P/9GE BOLTS 2"XG"CNP II e'x�"P.PESSU.PE POST 7=8' SELT/ON ��ST Oo OrQ rip•.aIOQ°Io° II i i � /TREIA>EO POST B'_O'•a.C. 2"X4n j ! i T - GRooVE' .('x¢"Posr 1 II II — — 3"x G"P4ESSU.PE O y I TBEA>EO GUMaEA3 N i I � S Q/NGE 1 CONCRETE POOL DECK T/MBEiP .FETA/N/.vG I #r1 .i' ::!7F ::•'�. (`='q: :.k�tit : '.p?;r;.•. y(i:N%:db"�',E:. 'p';' i:".� ^./'=,.r.F �L SECT/OA/ !//EH/ WALL BEYOND �_ o _ T/MBE•p .PET.9/it//it/� !�1/.9L G T/MBE•P STEP 404r"/44 — — — �- — — — - T/MBER RET4/N/NG WgLC °SCALE Iva A/0;1_110 BCALE: /" _ /'-O" TIMBER 6049C T/MBER RETR/N/NG /PALL BEYOND iPAIL SETA/G � ELEVq T/ON SEGT/ON C-G IiY000EV TONGUE f CROOVE FENCE OEM& No BUJC DRAWER No HENDERS0N AND B 0 D W E L L C .RVOTEvwi/9 COUPT gPEAaF7W/LS FO.P DATE CONSULTING ENGINEERS 120 EXPRESS ST., PLAINVIEW, NY , 11803 THE CO 11E .OT $OUTf10L0 /C F'51 . SCALE TEL. No.(516) 935 -8870 Vs 6-/z� gOOEo TiMBEa Guof ,PA/< of>AiL BEU/S/ON�37 /v TOl4Gf/ OF COOLPOPOPA101(1 DRAWING No PB N /�v"' CSITUATED IN SHEET DATE DESCRIPTION d9 pS REVISIONS FE11/9/0N: /-M-89 "PER PMAAA16 9MM MEMO 0,77FP /-/2-89 S>E✓EH SAME> Ny PE uo. 53943 $UFFOGf e0elA/7-y Al,-,W a ort DENsc-PRINT F•PAME ANO G.PATE Fij/iSHEO 95 APP.PO!/EO BY >HE �' OEAOMAN 71O BE PLACED NOR/P./N G.PAOE TOWN OF SOUTHOGLIY /NCO BANK ANO COMPACTED C L F.PAN.F< ANO Cr PATE PLACE AT 1NTsrvALS SHOWN F/N/S//EO AS gPP,PO✓Eo By THE SECUNE T/MBE.PS AT EACH se-c ,"E ENO TO W9CL W/Ty ONE ENO W/rH ONE#-4 eEBA.P W4 .EEBA.P /i"CO../G. 7ii/6" LONG les-(VA.P/ES-SEE>[ANJ �• 1 I 11 I . 1 1 II I I ® F TOP OF 11 11 1 I I I I I I 1 II j1 IL• ®Ic O ' e• COWEP lz II I I ' 1 1 1 I I Ilk ' WALL 1 I 1 1 V. II 11 I I 11 jl 1 1 I' 11 N 4'-0" 1 1 11 11 i \iH— � - 1 1I I 1 11 '1 J SEE FLA.!/ iw i•, +.A•' ', pl 11 I 1 II 11 1 I II I h �G•POUNO WATE.P EG. o. s* 8" of O•. ,�•.POUNO LNATE•P EC O.S{ I II I I 11 j1 I I 11 11 � —�- 11 II 11 I I 11 I I I I II I I NOT TO SCALE I 1 I I I I 1 I 1 11 1 1 1 I NOT r0 SCALE 1 - --- -- G.PgOE Z3 F= F/N/BHEO G.PAOE I - I �z-3ECUPE BOTTOM ,PDH/ � 1 - ; I III 4'%niN �¢ PEBA.P I I 1 OF T/MBEPS W/TH ONE I 1 1 I I I /6"GONG #4 ,PEBA.P- 24"LONG I Q O , pr O,r O. F � >�,• I Do Ar EACH ENO o o. r :qo°eD—, pD,O�oO rQ �• i0o O �°°ODOa• DU 4PA'F/ECNACECL laVT"N"EP"FENLCpEES, BAPBwEO EDGEP Of Y FPO.yT Y'�EW EXTEND SCALE: /*.. _ 1y \ OUTS/OE SLEE✓E C C.POSS T/MBE'PS' SPACED TYPE COUfY/.uG SP�'ED y �, Q I I CO/6 /NTE.PYACS EVE.PY p G 2/'MAX.C-C E✓EPY F/FTH Q pU OTHE.P •PDH/ TYP�FOP EXPA�/S/DPN G -7r 70 WALL ewe ONE xY¢ AT ewel'-.PEBA.P H ENO ,✓ar /uccuvEO /// z �` ` 1' 1 'r V 4'/=ENCE (✓d PE CLgMPS TO BE Sep To AT>ACH FABPiG F ro PnsT , NOTES: _ ROmvo Roo wiT H TOP OF W9CLK F/N/SHED >r/,P.vBvnrLE I /`O•' /=0" G•PAOE G.P90E F/N/SHED I �I�I I I F/N/SHED Wi.PE R + / ✓O/NTS OF ALL T/MBE•PS 70 BE I I I I 'G•PAOE 74 STAGGE.PEO AS SHOWN G.PAOE ,1 I I I E II E I •ble T 2' ALC T/MBE•P TO BE 6" X 6" iiY �� T im, JI• C.4A P.PESSU,PE T.PE9TE0 •40 CONCPETE FOOT/AK .PETENT/ON - 4•0"'r N / — I O•P BETTEE ^ 1 I _ - EUO, GA>E OP C6 U- PoST ^j1, C/OE POST UNE Po5T ,I', `I I: V. META00 OF BPAC/NG SNOLt/N ABO✓E il, 3' Gf/HE.PE DOUBLE WALL /S NOT C I I �JFi.PMLY COMPACTED 1 Sl'So r0 BE us ED WHEN✓E.FI/CAC ' G•PgyEC BASE. USED/ ALL OEAOMEN SHALL F �J 1 `�SECU.PE BOTTOM .POW SO/L A.POUNO OP NO.P/ZONJAC AC/iNMENT —J S/s"C•PUSNEO STONE AS NEEDED BE B'-O' LO.(/G. 1 OF T/.✓JBE.PS W/TH ONE CPO55 T/MBE•PS CAANGE9 /5' OP MOPE qvO As SHaw,v A>eaeN>iOivs 1 1 #¢ .PEBAP-2¢'YONG �/ A oa comPAcr DPAwiNiS. F/ 1 AT EACH ENO I A B C O E tleZ [°LS .4T `j'" �'` r /a6' 3 3 /O /Z /O 9 ZO" /C 3'36 /D /2 70 5 3f 9 p' /?e L.'S 7 ZR Z' 3f5 T%•363 /3 ZG- 6 /Z b I W 1 . P.11 wire fabric shall meet the requirements of the current galvanized designation A-392 . It is to be hot dipped TOP OF WALL G.PAOE galvanized after weaving (A . S .T. M. , A-392, Class II ) . 4'-O" B'CONG OEAONJAN 2 . All posts and columns shall be hot dipped galvanized in F/N/SHED I SPACED ID/6 accordance with A. S.T.M. designation A-123 . 2'bPEKEAC G•PAOE I EVE.Py O71"f- .POW. (TYP) �n ' I '1 SEE FRONT ✓/EW) 3 . All rods and fittings shall be hot dipped galvanized in EI#4KEBA.P - #4•PEBA.P/6"LONG accordance with A. S.T.M. designation A-153 . /6"LONG BECU.PE EACH TPEAO F/N/S.'iE0 �.PAOE SEE FRONTTO T/MBEP.FETA/N/NG WAL.[WAy ViEc✓ II I _ 1 _� WALL 9 . All fittings shall be malleable iron , cast iron or pressed I - steel. 5 . All concrete footings shall have a compressive strength of Q F/.PMLy COMPACTED SECU•PE T/MBE•PS AT __ _ _ - - - _ -- 2500 lbs per square inch after 28 days. Posts shall sit in SO/C A.POUNO EACH ENo W/>H"Me 4`E0 - - - OEAOMAN .PEBA.P /6"LONG _ footings a minimum of 7 days before any fabric is attached . When the air temperature is below 50° F during pouring of _ p po.••op•a6•a0 the concrete , it is to sit a minimum of 19 days before the fabric is attached . m -- _ _ 1 y� � 6 . All gates shall be 1 5/8 " D.D. Frames with the same fabricv 1 as the fence. All gates shall be complete with hinges , _ , 1. , I I latches and stops . „ Vz'•1 I 1 I I V ZW TYP • - - ITYR - _y_ 7 , All weights are lbs . per it + 58 . W F/N/SHED G•PAOE - - - I: 1II 1 6' WALKW9Y 3--- - 1 1 8 . Black vinyl-protected steel chain link fence shall be LONG OEAON/AN F/NiSHEO SPACED AT/6 '/NTE•PK.9L5 - - ---'- I installed in locations as shown on the plans . G•PAOE E✓E•PY OTH6P .POI•V --__ _- ""' " i I I I I F/•PML y COMPACTED p G C9 SO/C UNOEP STEPS %Z"O2"GqC. C4 a. Cq.2R/AGE BOLTS ,L�S.T ° P - 1 7=8' SELT/ON PGST IT- T— TREATED POST B•_O••o.G � BuX¢,• a ° �eQ ro6,rb1a0,1o° II yl ` SSE/NGE2 •Ur.fl or'�NI,G>• —F _ _ _ J- TGNGUE AND -{ - j GRPO✓E 4'x4"POST I I sneiNGERy I 3"xG"P.PESsu.EE �9 I I I 2"X4" TREArEO EUMBE.e N i i CONCRETE POOL DECK T/MBE.P .FETA/N/NG I � AAL r:;N: 461'::^2';6 /.r>a'.'. _.:..at .rC .":.;.. :>:};b+s.L6'N•.fr;r.r,,_ir'.n SECTI0A1 111"1 SCAGE: /'• _ /•-p•. — .47 - �11, T/MBER RETq/N/NC WNIL I T/MBE•p �PETi9/i�///�/�i W/�« T/MBER STEP OET•9/G T/MBE�2 GU/DE T/MBER RETN/N/NG WFLC eCN� ELE✓AT/ON SECT/ON C G SCALE /" _ /'-O" SCALE AS 199/Z DET11714 WOODEN TONGUE e CROOVE FENCE OETF//L NO SCALE og11WEF No HENDERSON AND BODWELL [ 4WOTeWAIIIGovPT .s7PE9OETA/CS FOP r: CONSULTING ENGINEERS T//E CONE f!T SOuTHOLO P,P/L75/9e 20 EXPRESS ST., PLAINVIEW, NY. , 11803 P,PEPA•PEO FO.P TEL. No (516,1935 -8870 NOTED AyIL/Eta/ OEI�ECOPMENT CO.PPO/PAT/O.t/ ogEF.45� OSITUATED IN sNEer 6-/A69 gO0E0 T/MBEP GU/OE •PA/L 06>A/d //N/1 TOH/N OF SOUTf/OGO .PEI//S/ONS 3-7.d9 AS PE? PLAN.viNG BR4R0 /ZfETiNO OF129.8P DATE DESCRIPTION 3TE✓EN S9ME> NX PE No. 53943 SUFFOGf' COUNTY, ,6YEW yO.P,e Z OF,? ,FEU/5/ON- /-ZO-B9 gSFL�.E PL/INN/NG B09R0 MEMO OATEO /-/2-69 REVISION i ' I I I I i /Z -✓iBU.K:NU,N DENTFTUM I I I I i � 9-P/NUS THUN9ERG// Jg.91 IVT Ba4CK P/NE v'-B' NT I � I � II I"-- E.0/S�o✓G oEi✓SE ✓EGE>.a>iON TO a"':;N4iN�i / / / I /�?iNvS THvvBE2G// I I I I + I FfiNE s'-6' f/T 1 \ I TiMBE.e .PET.a/N//JG GYgLG + + + ♦ + I I -- /OO I 6,eml 1 I . /°/ I AND E I 1 1 1, f 5 I /O N/6N C.YrO/N LGtnt' FENCE-� I I \ I' a - 3 -P/.vr/S TNUNBEP6// ' - .0 i _,_-__. (✓AP.INEJEBCfCY Pi_E_ 8 I + I 1 � I I aooc IOXIO _-- ., --. - - -- � _ _ ---- I 1 I J f 1 STP2'AGE \ O ' - 4'F✓C' Z;L-e ' 02.0/ 1P 2 II / 25 - ..All .r 1 1 ��- � i. �.L /° i IP /o o °O>4 (a2.PfwwpoOJ 3'- 4'.vT + I \ I 1 I 95 1 i0"�X 6 'OEEP \' I _- _•_ *_ - - -- _ - _ _ __- _ o \TEI -Oe.-.e7- VIVIS fe I MYP/CA PEVS✓C VAVifA + lr - + W + seAK # 6Hcw«F a 0 POOL ZS X�K7 -( li, F \\ \ 11 I 11 \\ 1\ sn'c ft-r ---- 1 I \ I � I \ \ 1 \ \ /OLX SOE.P / o / nu -3 ' ➢ NN I} I 1 \\ \\ /O"h'iG// C.5/9//l\C//,e FEL/lE � vv v,, h y„/.v✓vsr/, ' ! `�Q / �I �G.oTEFoGr/,cGJ I /I✓.• ^ � ' I a '-8" .vT h \ \ 6,0 A4',D Ee ,e/w/4JECF COCA'AUG \ 4'0 MveCE _v, yT o "P✓C a � \ N3'OEEP r y.t»� 9f � 9f /oo \ \ _fig /ps t I \ \ \ \ r[ ,,..ao 4iq gvLET - o,-so ..,.rJo w / /9p• fu ° �r3... - - - '_ \ \yx r3'oEEa / P/'O/ R-` 3,_ ' EX 6CABBA �'OMEACTA; -- \ 9"0 SOEEP F/Ni \ vo _ _ neo ( - .. •/ 'Q3"NT BEPFVJ - 2 /o'-i Pvl=l i �c 9 (DX4OEEP By9r a'NOEEo P/NG x - -_ '_/-' I \ \ ® -� 8 3 9 � bo O io O ® U ' / T® /�-/2�fvT � B • F .1/.OG' - �' \ , +, + " "t' \\\ \� O 9 + +' / + 9 Bitvx s'oEEv / 3 3 O tV \ 77ITLrw S ew/°5 rw"po .26TA/Rrii✓4 \ \ \ o w \ \\ ,z 13 `T/MBEQ 6Ui0E �'A/G Al \ TiM62 G'U/-0E A I fur. tFf" 7 4fH S RVICES, SUFFOLK o 1 rcOOL AND TE.VXV/,$' COl/,8T A:L�EAP A. lJYE "„ice 'r4lCrt-! e20t't a �-'L12 /EY X12. '�FR-17 �* ND'T� If FIGO IS God PGYJL PCW,!, 440T4ew t W01-1" _ _ L�M1II'MI' Nat' A'o C �!GAr/C7A-15 On1Lr � TOof/,V O,� JDU.h/•JLO � , RE`/IS!0,!S _ — s =� ,� cou,vr /v_sv 0F3. REVISIONS BY ' 4' M-D_ 2" v — i 2" �i1C i ¢t nsvAo%Ltt Covt P ' L>=ve L I - _ Ro so tam v2n Im ♦!n4 .... � tUCTIDJ M�I,Sj.At. I ,4 1 0 rs r � W � ra la' a �¢ �- - XWCA Rs -MIASP-IG sTarl- -- ---- Y 91 �' r ' LEAP JG MOM 9Ao4 gTwf P `Z M M � T12� T� + f T c -aaoAL4 s=- bog (l12") I W 7 J-7 w/ ue�lc vawe 25 x Ao 4 17 ® cLaYeY ° y r7 K 1 AIS AA F. R fJ Nr "'r A I � eiT I V a` N Lel i o I � ©. ® G A GRAVEL EEot c pit 4,4A,F O 3 _ _ _ _ CnP a nJ q v✓A T GG Op q O a 1U 2 y 3.' OAu�v-.k4 VALE I oov © - IF 3" _.. O LL> IJJE crlarJ L��C (D'(o oa(WEI,. J F a 4xid oeen — • -rte g -J , l0 I I— --._� t 1 i 1 16'V. ------ - p 1 f yi 0 P 00- L D0lP Mr% IVT QooAA I1'2 ,. 04 p 0 o f: � L A2 ►J AI .1 I b I WXU F--,T a--„F TILE "-jr—� -- - O - IaL�r � t-- � rx3� © Yh I I �'� '1`i �- IMF'®./IOS'� I�otl .,✓� • �'/Founin {5, -, _- F-- '_ -. . _ - . ------ — - — wi e Mraz� aJ- _ .$ UV 1.t y. m —� ++1- I 1 �Ill1yI.4 '�14gOUG: Oy'T� y , ! (D �' _ sono PFCONIC t j B 11958 '—�' rk - : � �• BEAT /3• .`PECK �� ..,`s_^"_..-.—..r_. O r �Iq¢trr ALL v/AIL i� —_-.1.._._..� P, GAL r/A Lo AST A06UF I . - Carr 'r M y5 Do L2¢:i o1.1G2 _4o'' n 1D S ] . X 0 C A-E C K I A'� E B A Y 1,1 --moi 9) D a ii 1989 V '. Y �•�• DATE 3 G fl ing Water SCALE Q LITTLE i E I POG EPT. OF HEA TH SE VICES SUFFOLK COUNTY DRAWN V .A NF(T( Date: JOB J s h _II T w I I I SHEET , . .L �FEsso�, OF 3 SHEETS nxxo..rr�nc.c.v ro .m v _ REVISIONS RV A 0 7 - 1. PcaL 544L •ee IJZ AUzr�, Acaono.�G o su .Lt "UU Def . of f- - �EALTI la,TTwj AFF '/14AnA/11 F�M r it T� Ar0� 'TJAT osC h'g4 { v�cuu.A w¢GAcrdq wAS fg= ApPQwGr3 2, PbaL WALL To E GJJ,Tw1T4 11" Ga AF]E 50AAA AT IDP uF migla Fao.r.wG BALL a4 44 Ra1g_ (P Ao ' 0.6. EAc«1 . A�f' 0 rtlp I! ,r> lo' o. . 6'AL4 �,,A`(r 0 s4A1.L..l ¢Aar>. 1 i �,IJ, s�,If 3. P.IEu+WrlcAll'(' A,PPL,.Ico LOJGnaTP„ 4uJIT'q Wt11Tri AAAnraL¢ r>vs'f F,ur.�� _ 1 - 41�ALL DAVE A -/ATea. cA.f(�v. T Add coeATPsi T4AJ 3YWj OA,ua.IG = O pm raAG Of Lt Mwrf�'. V/T4 A MI Y. OF awlE PAo.11r TO Feu Q. . O 12,TJ' OA,T.{T P,� - '5TeM L.IT rlp,e '4. jdg;,sa FLAJ s 4AVg 1 v�mJ I r%aCrAaG-� J A�"ALr�AJ IUG W( �4 ,A.I Ijkmr comma Aoo -T4u ra%aVlsloJs of rauLLO'r,a -ii � 14e �'r'� Der,'. or- 4aALT4 - 3.. y O Z h1 A[L .rvxi11.1G Aup GQo�Wra.N G -a41ALL Ft a +J A� oGr>AJGGr 1.111-4 - 1,� t W TIW ouLRs o , T'� J. e. F. 11. AJ11 Toe .lATvor AL, ELeoTaaL tong . VA6Du.l. &AuaL "2 1 *r1m G.�; I, w ens =M"Q ln>Qr-> ( rzv�1�AL. (mar.,3 Mao,f- IPL 1 n„ r� SyALL Ae1 gLa LTn1 G.bAA-,C IIlT¢n.LoL wry W,T4 Toe GoaL pJ r � �.laYon. O��!�L v 4 3 &I hArvTlr 1iAJ t>4.Les s4AIL ►,,,q, Pneviner2' . 117 T46 { Fonan oto 1 11 6uLLJoaP 60ra0 Oar malzr,. W' Aes vdlt T'4a Jou, AL wnTecO_ � 14 I ..el I 3' u'av GA O /,(.° ss.aaL GMah 7, PRevlr� �Er�MAJEuT' -IYPe1 �rTli ,IAAweens ArP aoxaAA A'I ¢LY' EJec2�(' 3�4 51t wAtiG � � 20 F'c� MAQIGIJG Peel, oHPT4S 1 O4r PoeL WAI15 ¢ OQ GIG s. ' �U� geov& �'•e•4 , T Z -� 0 ' I { y o wALa2s AL.L Pe sAn10-eY� IMPea,vl,'uS 1 J6.1 • cL -�`rpP. (� ® uoatl raaA,a I IL �L-rer- A ✓A r F=nr,& T� I F'oo�•• @ 1/4'/ " , 1 �-7/ �c /AB F �l 1t 7 `�. FAL4 SIGIMME,�- 51JALL IlAVF- A --^AwvA1>�L nA�T W1'1.1-1 AJ A� �+ O Q +t A _ LEASIY TETiJ 'rSu^¢,a -�Ie sICIMMRiL PIPIJG AQ"A Wl"rN 4r.I E9U AL,?PR . I 10. AL f IJ G a ne scF4eraaLr� .{o wc.,r� ./c , p' vi s. �� �ra� tl 0&2-f via u-. 1i. ALL VALVE-- rZ ' o¢ LAec.e--2- Tro Ae wAFErag - 12. ALL VAWes S4NW rcpE TA c..c,a5 d C.4-p Via » T4¢ T'AGs -,AkLL Rb p, aG w-.4Asc LIsY1JG Tile VALV09 Aumvne A0r� ne ATTAo.k.'r� ` VIT1 4 I AJ g 4�oo W. _ y G ' 'rl 9 A& A � 1 4 � t � t r3 C. a� t'► 0, b J G 14 An rp a 'r 13. c ULAL I �r� PUMPS �41ALL � El-e�TaI BALL^( IrJT'EaLo cIGFu'7 �l,TH TI-t¢. po L. ;ae,,pcL LATI J POMP - - IA1-, 1}ose v.✓,��e+S -.I.JALL P�'- ra-v'"mr) µIIT.} AJ ANT�5+r41 orJ c V,c.E. . a ao I I TY (' LGAL MA, Q no-Alt-4 vwTe MAW - CxaA'.J crtis,ArT MA,'.1 OQP. J �J oT,orl -1 rim WJsu tY�._ A 0 as'FT VAL✓-� I<, 1 n 0 -- L�(r ��'AT` aEL,E'f VALVM M A J u or A L r J sy � 1 s nATA 0Qr31G 1 f> ATA. s � PI a /a J L 4 f P TT �- I ` I oL o4 4on hcI EpuL aE.A.'n. .,,n4csu oeL r•, o AI's r7¢ SC Q, I-T' OU AAAJ Fn. AA a O EL- aTr R,-rMADAC. IJ' i�fdS GA,PT',oa 1, SKIMME.7.s Q¢p IS W,TI}IJ E3" 7� GDAUJo vIATE:i 1 0 A MLI} QATZ SA.Io PL-j R.a T12t'1'o .l 'TR 140 (0 -j 34 1 fJSf- Afr'011'1­> 1• ASA IJ Sao AL22 FIFE"� � Iooc 2• ALTER. IDLE L\a4T 7-L4 � -_______ LL- Q E) sELP P¢IAAIJG ( UJ AP 11AYwAao -�]' 21p21 (2 ,1.'i'.j I JsF APP,aoJ`� Q LAPAc11-(' la cALLa.Isl of ,/Ai' 2`1 , neo g FIL�o. ou L, dT• e 7AeLF 1 TYP ICAI_ Ar� �Lls WALL {�ILe -r J G FL.v/ AAEFMJ _- P,L ,E W1I1-TE 3 o,A . 1 3, PfiwnneT ,N L' '"- FkwT 130 - 4 " oi,n�AT'+a, J L,G r of rJ G LanluA oa-. 13L.aF •w1{, I o G. ,D. r M-_IG�I -Tue.,ovEaz. MAT% s,f. co alas - -- 11 "� C � p T T k 3 '' ( P 9. g F4L11'L aQ MAKE ur L,6 Ef.I 119 _ 30 IAL , cA A<„Tf 5, Ac.Tu AL 'rOailaVE�4 rsAT�- -..q. L,,�j µa `('tt V --ATE,- :)OC raes,GJ { �- F3oTf0n/� GRATE l�d`(.✓A rz.i� � Y Io�'L �12x,2� I 'lP>so lJ. FtcEF, cp, 1-0.../ e. 5s A¢gA C _.J G 114 90 3 lit 1a n?z� '�• AaTvAL FL.v✓ QAT�-- 95 vP..n 'rll S 0 p p '1+ I to 'i •• � 0 WALL Mx ua.I IJL 4AYv./Acu-> 5 142-1 5 cp Arjou TAEL.F 8. -� -- - - --- {�' ,..✓Atl o L. T ` P _ MA-0 oo.A..l 411T¢ J VAoJJA& Lo1�Pa. gAYviAnL7 .P 104 J 11. Ac -fuAL- FILTFIL aA�-( e !o, \A/ATE lues aA( k ZAooEa s vdJ 46o roa2. 2 to. TOTAL ea7 s ALLowe.D AT rN e l�. nAcc ✓Ac.} nAY L Ill spo u NAYwAap *'2 42 I 1{ 1�. REG r> . F LTA ArzEA <n FY 2.2 I�. �' TEp %e ' '!Y ---- -- Nl l�AJoa/sIL swAd -411 b� I 12 x .oq j• 12. A vAL IL �a- AawAr � I TYP I c A L wA LL A r.L r� r�� c{.c_ � _ T T fa �.9 rf1!� P T 1-I M A Q K M%2.S MoLj1 Po AWE,- PAG - T A 3 L o - 10l I 1 CD Fws TIa,] 2 --_- T^r or _ 13. rU ^P PAfa) '16 vPAA C5 20 f-rA F � eET� - --- - -- ----- - q- .aY174AJL1G 44EA � Lp �S i s ( saAA oPF& aATlo .l A L c4A aT L¢ovT&4 r--- - - �LE_/a_ IaJ_ IPL + J PPF. r LOW RAT •K FtEAr� LOSS vAGlsa u.t. arsrr 'ppMP 1 T _ A �► AA Ac7u Eam �,A. L02;4 TT ALA OL3 s - ---- 4 . __ , hAw bQA1 �a 7►i 4 99 2.4 o.fis o.38 o f� p vil w csA�c ��aV G G o o - - - -- - 4- p R �E 2 �t �.. G G �cn•-Ir-IEIe_ a�9 70 ' z ., �KIMMErL 4G/ Garj 2 �N 3. 1 1 . 14 -221x- -- - -- ... VALJU AA o c o co n.f2. o - - _ �E DEPT. OF HEA TH SE VICES SUFFOLK COU! DATE DI:..AI.J Pool G G O '� ca.,a 12 4r7 -' alO -- -2. r Y J A oeAJ LT=a ! G G G e, J G 4 -- -' 41v Go - ? �j2 g. 1 sceLE Date PE 2r1 - -- A7 - Ga ' Ilii 6 2 S t .24. 379 DRAWN T o � I - I 1162 1 I 1 g Joe a F Pa G o o I .I SHEET A OF SHEETS