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SHERMAN PINES SUBDIVISION FINAL ZONED SR-1A LANDS OF LANDS OF HIGGS AND CRAYFORD INC. STEVEN N. MILES LANDS OF L 746 P.142 AND LANDS OF LANDS OF RICHARD AND CONNIE LITTLE REBECCA EMUNSON HIGGS AND CRAYFORD INC. LANDS OF L666 P.262 L794 P.184 L746 P.142 HIGGS AND CRAPYFORD INC. LOIS HOLMES L621 P.387 407. 30' N 09"10'40" E f I IIiII (IIINIIIII if If 1 1 IIIIIIIIIIIIIIIIIIf11i111111111111111111111111111111f111111111I 146.m 1 IIIllilll N 146.79 73 m IIIIIIIIIIIIIIIIIIIf1111111111111111I1111111II11111111H1111111111111111111111111111111 1 z N £ z �• LANDS OF WALTER J. SYMONS z _ LOT AREAS: p % m AREA LOT ae AREA rso. 0 AND SECTION I OF PHASE T 1 10,500.00 ANN M. HUMISON COMMON AREA "A": � N 05'54'50" E 167 Ac• s 2 10,500.00 � 3 10,500.00 L679 P.365 IN SECTION ONE 1.67 AC. N 01'52'41" E �` = I' 1 4 10,500.00 t �� 56.84 N 091040" E W IN SECTION -gyp W i 56.84 101.50 101.50 6 foi0000.11 yry 3.81 AC. 2��}}" 101.60 50Z50 (T) 7 10,083.81 101.50 � / 9 10108&81 TOTAL 8 10,083.81 5.48 Ac. }}5.28 S 101.50 C\I 10 10,083.81 3 11 10.083.81 a N O 3 12 10,099.11 m 3 - 13 10,01.11 NEW PORK STATE DEP ..t OF ENVI>><((k■IFIYTAL CON RVAnON $ 1 g ccq o O N $ 3 119C"5 O o 5 m N $ . 3 14 10,267,68 o $ O ' �J Z o ZO •- roo 10.73 Z! v o g , I 16 10,04255 Daft : L l $ 17 10 .O $ .61017W $p = 13'52' V 19 10,34252 88 _ 20 f0,100.00 R = 325.00 2 21 10,100.00 L = 76.7o I11111111 I 11111111111 101.50 22 10,100.00 'I•Illi� �; IIIIIIIiII Ill.... It 101,5o IIHflINIII 111111111111 101.5o IIIIIIIIIII IIIIIIIIIII 1o1so 23 10,042.83 ��. D 325.00 I 24 10,703.30 ✓ °D a 8 s oelo'4o" w IILIIIIIIIII IIIIHIIIIII 101.50 (IIIIIIIIIII IIIIIII 78.25 R = 2 00'0� 25 10,243.29 {,cf C r l 8 R gg iSrBre :1clzny A, •.EC7 rGnant to Ariick I a' R = 28.00'`� 26 10,243.29 the 1 $-- } 8 594,48 (r) 11 illlllllll.s ` 27 10,108.79 Enviwnmcntal ( un.,c vaucn aw andA)r 6 NYCRR i- r s �^ �� _+ _ g 28 10,000.00 29 10,000.00 1\ O S k9 � S a� T,1,TE COMMISSiQ1�R OF El`v1R0[ ' NTAL aka e °rs?s, o\h hp0 r ¢ ¢ 53+1A 0+�+ 8 b 3 _ 30 10,000.00 CONSERVATION ry ry D ,^J 000 d / !l N 0910'40' E B70+00 ¢^ � �+ O O- _ ^ 331 2 10,345.86 e� ^,h' qo, '� a ' k 72.Sa 252 B4 (r) o g ke 101.00 '� •Q^ a 33 10,55285 Y I _ _ yyryy / 25• DD p = 0715'48' 79.00 N 0910'40" E 'e± 35 fos25.15 p 215 252.72 (r) ZONED 36 10,269.41 ZONED Ropnesentacive O a / }23 sa R = 4.86 0 = 2.50'00• aoroo o' 7a.00 11 1111+ 11111, 100.001 11111111111 11111111173a2 IIIIIII 1�, 37 10,269.41 'o v1 L = 34.66 R = 22.50 SR-1A A 0� ,w w L = 35.34 �� = 22•50 SR-lA 38 10,432.32 .k �' / •f,"J 8 C5 a I f�L = 35.34 39 10,600.00 +� = 88'43'00" h 9 A N O 1 r s b �yh oo b r� g $ O O a $ = 4411 10,600.00 __ gn fed a R 28. 8' 0• 4 X r y o .- d. $ d w L = 42.38' 42 10,800.00 0 bb� .y 00 h00 : O° O O � m O °° o .- i; o . 43 10,600.00 P� 00 h^ O rn o ro p / r��\ O N 44 10,600.00 rRgpi R' Db 24 `Lh��9 °r... • N O 'c. ui ry vi \ v�/ w $ O $ 46 10.300.00 ri n �! 0 46 10.341.36 • 0 966 ry1`i ���, B ry 47 10,677.81 N ry T F 11'I'00 _,. 48 10,380.36 La 0 rygb Rio < 59'3D" E S 0949850' W S 081040" W f0.00 0 3 o y = 549 0 10,05&78 2 b� }0, 101.00 v N ° = 51 10,367.38 O �� / d 52 $ 18.}1 %, S 0912'40" W � �•e S 1T01 S " �, 53 10,367.38 40 246 100.00 55 10,387.83 AREA 8 � 102.59 '� $ - 10 2 W I , S oalo'4-0" w _ 54 56 10,339.85 +- 3.81 AC. 4 M Zp rN � � N n Z v x�0 °�00 ?A, ��p�^� obi NI/ 1 ' 10.00, I 58 11,57 0466.46 cO 7p 23748>" / . 90rq<F 5 lg. 3 N <1 111+62.69 �� C 60 159 269&75 N (RqD yy ✓ $ o I f �. 4 61 11,15&33 'o 62 11,922.30 0`0 /�� �b'w s� � �$ 32 W C 63 10,100.00 00 / ry_N M n o B o uj r N R _� 84 10,100.00 z U 65 10,100.00 N^N O 41 2 $� 12+00 '�'�9 � � �_ 66 10,20&31 0.0 N `v ,µo 0�.'v ,h I` N N'a y. y O 88 10,189.41 69 10,100.00 11 g$ r �° SECTION I 01 PHASE I '1 701 10,100.00 LANDS OF ^ ^ O w N N \� >1 29`l4un Q� A Ncd Q. ` 48' " 2 p M h SO O• J v ` t0 19• " O WIWAM MATHER. Q� 21A / N 14' „ •� (R90/ 1.50 (RA0/q� C 3.01 73 1072 ,,37.00 WIWAM AND MITCHELL 28'41" E COMMON AREA C : yo , q(� b / 8 ) 74 o soo 00 P07MN roo.00 (R1D]AL) t1.92 ACRES eo �h° o N COMMON AREA B : 76 10.900.00 �o�' ro N ° t1.49 ACRES = 77 io,9oo.00 L776 P.227 e° N , = 78 10,150.00 S 07'44'OS" W A 0 = 07 .00 ? S 21+344.96 R = 275.00 e79 102.00 (RADIAL) .+ L = 37.70 y ^0 O b MN�N _ 80 10,900.00 R = 325.00 " 1 A-�- / m O1 ryG^\I 0'� Rh /3 w ��2 4 a = W 82 11,381.87 21+47.21 1 N 83 22'44" W ro bryo, k 0 k M 100.00' L = 6.30 b 6' O XO O ♦ 83 91,184.86 Z r A P 12.25 °R vb v / by0 ti BUFFER AREA -_ S 83'22'40" E r m D u II n `^ S y ^ = LV W v 12.25 it II 11 N O • RS. q°j S v k k o�w o •'V�' � rOi�rs, � �� rOjSO yrs o g i2 8 N 22� o e3" w �, N) SO r e� / b°�,ryhv° rRyDjA rr C cfl 14 Og 12 RADIA4) kN r vQb o O �� O .p 100.00 Z v _ S p5,52.0g" E mw /,A`�� F=N = as14.3a" N 43ro7'19" E PHASE I S 05°53'40" W °O TAX MAP REFERENCE °o N. X = 22.50 2es4 ``� 111�1111111111 1111111111111111111 11■iE SECTION 121 BLOCK 1 PARCEL 22.1 GENERAL NOTES: j02,0D RADIAL) o' r� O \ L - 33.87 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <m v v O 41 e`°� � '���I s 4 W 6a" W ` PHASE III 243.85 1. MINIMUM YARD SETBACKS: <% D�9� No '$• N°'u Rs rOr 's, !o° oS ry�h RPD FRONT - 30 FEET N . N $t?o N •1p 00 O! r,9, A G O• a'r.O r REAR - 10 FEET 13 }s D s �^ o, o x, O6' s I.P.F. IRON PIPE FOUND o; o <' • . ti �l 9 0 9• dcOX 6' \ '' "' COMMON AREA I3° SIDE - THE SUM OF THE SIDE YARDS SHALL r y aN y6 �pY� soys 0� O yo r® �, \ p O m o f 5.13 ACRES r °. ,�N 0• L � r X-" I � o C.M.F. = CONCRETE MONUMENT FOUND BE 30 FEET OR MORE, WITH A 10 � P � ccr .p'� p9 r q3k •rn k F� 9 O wry 15.00 's M• S F G PO 35 N FOOT MINIMUM a < rn. "� V O Sj s• V `� X p� ! a F N t' 00 rJg �• F Oo 0 = 2.50'00" a s r 2. THIS SUBDIVISION IS WITHIN THE QUEENSBURY UNION L = 35.34 o oao <��a FREE SCHOOL DISTRICT. y{2° RPD}� oryy !\ a ' o s. a a r 3. THIS SUBDIVISION IS WITHIN THE AREA SERVED BY }D�' ` v o = os'22'o4' �k s's �x• 4t�'�ya. THE WEST GLENS FALLS FIRE DEPARTMENT. QD !�'aa �R = 30.560 "ik^ P 10000 S°07Y �•yk'` 76X ♦♦ r N 780.008• E k �' \P�1 �� `RP FINAL` rLAN SUBDIVISION BO• -IL kX O v, x V \ sR9�s 5 k0 °o ♦ oo kA''S r�p0 iQ ♦ S 26.49'04" E s h�Oh��P\'1 !y ( ♦ 100ko 50.00 (RADIAL) '} 46 l` • I 1/641 6-7-93 ADD SEf7/O,V UNE TU COMMON AA&V :9" s� �, 500°o rss o = 90ro0'00' h° ♦ REV.: BY- DATE: NOTE: R = 22.50 0. ♦ 11 : DESIGNED: CAD RLE: J L = 35.34 ♦ • - SHERMAN PINES SUBDIVISION MATCHLINE "A" - SEE SHEET M - 2 FOR CONTI�f�U� ATION ♦♦ K.E.H. ss121M1 THESE PLANE ARE APNOU Pf8R ,._ , ♦ CHRISTOPHER COURT DRAWN: SCALE: GDrSMtCTi0N 'v THE HIS'. r�" "$,M A � ♦ SITE PLAN K.E.H. 1"=50' i ."'I F✓1�1$T .t. n°1 Jf I '�'�RS'„ItO - �• `.�. `� CHECKED: PROJECT-1 K AT ALL TIMES. i+iw' OR /✓ L j / ;� y ♦ APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED /f C :ate , J.G.M. 89 121 - \, -� _ DRAWING NO.: C :,iA'IL+n Mlivl IM THE , �♦ ��� NIGHWA+I D!lAR t:ri„ Town of Queensbur -Count of Warren-State of New York 4 ♦ �? BY THE PLANNING j z 's, - ♦4 BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. � MORSE ENGINEERING P.C. . S 1(T�+tDEFIT ,• CHAIRMAN DAZE SEAALED: 99 LOWER DUX AVE. SHEET 1 D �$RINf OUEENBBXJRY, NY.12804 OF_12_ �V A199 F/LED /N WARREN MVAIrr CLERKS OFFlr /-Z9-93 PLAT CA81NET A SL/DE' 197 yR9. 5 �&•OtiC�P°pal TAYLOR DRIVE 10.00 9 `a10 UD 0 9�O� A = 03'26'35" ed° �s� Y 1 N N tD N R = 325.00 9+ MATCHLINE "A" - SEE SHEET M-1 FOR CONTINUATION L - 19'S2 F Xoo JB yRs• a O °moo ® >$^ P S 05"43'30" W 77.66' / s " �� oa S 00-09'37' W ,. >, S 15 O `� a a_ 100.00 (RADIAL) N COMMON AREA "A": °�s oh 's c o f5.48 ACRES 'Ox Fri. o''�°o^� ° hh V o 13+00 �n •s° � b ,p �'Y�tj 1\, O COMMON \, S 0229'35" W w ' k9�' k'` AREA "D" 100.00 (RADIAL) t0.20 ACRES $ g_ Mo w PHASE 1 S 05'43'3(0" W o = Sono oo• y �� o N , o ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I■ ■ ■ ■ ■ ■, 17.50 R = 32. 4 J® X A� �' '� O r (o O m yµ L = 35.34 X� � r�O��A. ,�O'`' ��•+ °D � II ">au 37 � of I W PHASE 11 199.02' `� s / p� oo F oo`� 4� ♦ 3 *$a u 4aID 0 I o"' s a1. a^ so sue, ti° ♦ N 82 �N `° N I o 9' sS. fv� os " oo a n n n 100.00 1p�ea W g y° / O 50° �p s t6 BUFFER AREA ro O • ph / • ♦ 2 C • r0o.00 09• W I to � A� O^• 1 � r fg�� �o (RADIgC)LANDS OF 107 0 ' *° ?R 0 ry�k 1' ° W 10 10 uw / aMLSON AND JEAN MONROE 0 L537 P.71 115 VIZ-10>i Q p'`�p `Y5 �� / O iD 3 r Q o" 7 ory`h^ry 66 ' ♦�♦ o N °so0 WD�y�k O ♦ ♦ ^ 4' ,tti o ^ O B a"° Q c} �y �' h ?0 5�^ ° ♦ 0 15�0 f001j°"W I ZONED SR-IA 00 � O �. " 00 o °O F �♦ ° 00 i ZONED SR-IA �6�♦00 M s?Syrio• I 1 �NtiN C, r00.0p w ♦ I AREA s 1ey�.ra. W ;t h COMMON AREA "1" $ O $ COMMON AREA "S" 4 � t0.09 ACRES 106.00 $ d y�' n� : f1.71 ACRES �' O ° t5.13 ACRES o a 1\I.P.F. N04�-49�-21��E �'w N 1 ;- O 79.3 i 3 �Nn B 5n6'93` £ ■ 3 16* 32Sy1y + I 21+00 BURCH ROAD N 89656'13" W PAVEMENT 2 °° o It n n B I ■ .4? ^ ro00l W cn g o •4 rc. I A = 0724'02" ■ � ' y a 21+20.28 1 _ 50.75 ` z ' + (� L = 35520 w : 2 s' -1p"W S S830-0 -53"E + r7O0, `� C.M.F.• 58.00' I N o ■ 0 �\ R0 0 / EXISTING N a ■ 40 h ` S 10°36,-13"W HYDRANT S 07'4240" W I INO ro ,� ■ o O t� 100.00Lij ^ / 73.35 � U ■ C ^ B I N 07'42'40" E �' d ■ O ro 77 ,00 $?Syr, l 22+00 100.00 >o 1 O ■ ( of 4 100 00 W EXISTING I g �0 $ .{.{ ■ HOUSE�',�y� o \ v o S?Syrl l '• � ■ r• ro• '1 N LANDS OF o f c; oi s O s ■� l po o o £ l �-V ROBERT AND JOYCE RYAN 1 "' I 41 L534 P.342 l 91 g• 3 07'442'40" w 8 N■M 15.00 8 / (//� 0 a 7 10)0.00 o y q / � � M a ■ � 0 16 � GENERAL NOTES: g l B N 07'42'40" E S o ^n n1 ■ 78 00 ?S / 1. MINIMUM YARD SETBACKS: 00 �1 23-I-00 100.00 ■ " yryo. Z o ■ 0 1p4pp W ' FRONT - 30 FEET zl 3 0 $ w ■ n� / O /y� REAR - 10 FEET 1 `b (/J SIDE THE SUM OF THE SIDE YARDS SHALL b N ■ g o BE 30 FEET OR MORE, WITH A 10 LgµM n FOOT MINIMUM ■ y [��.J O / <0 2. THIS SUBDIVISION IS WITHIN THE QUEENSBURY UNION LP.F. i. N ■ ,� ` [o FREE SCHOOL DISTRICT. S 0742'40" W r r a STOCKADE I 100.00 °N° B a� ■ ti 2 $ C �' / 3. THIS SUBDIVISION IS WITHIN THE AREA SERVED BY FENCE 1 Z ■ ti o' 19�0p / THE WEST GLENS FALLS FIRE DEPARTMENT. N 07'42'40• E 1 ■ O S?5 24 100 100.00 / na ■ c� 1 00�y1 r0' W l 11 $ QQ g wr� a ■ a �4/ .. ' SHED O s O N s2Sy11p, MATCHLINE ""B'" - SEE SHEET M-3 FOR CONTINUATION EXISTING ® y 7p000 W �µ o �' WELL TRAILER EXISTING ® t �� O "w -N• S 07'42'40" W 0 = 03'59'42• •2 0 ;� 100.00 24+.14 R = 275.00 / y N 03'42'58' E 1 OD.00 3 2Syr'10. 1°000 W REV.: BY: DATE: NOTE: --- TITLE: SHERMAN PINES SUBDIVISION DESIGNED: CAD FILE: " K.E.H. 89121M1 1HE.�iE %AW ARE AF'k4W}? FOR DRAWN: SCALE 3na>RiICfiIN u. THE H*YP*A" "YSM, i K.E.H. 1"=50' SITE PLAN CHECKED: PROJECT NO.: K A, AL BIKES. Nrli J.OR Q dI� �Lh A�WT �81' TMf APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED �l J.G.M. 89-121 �MA7 PSIrH am.fi � DRAWING NO.: /� / C s*( \ Town of Queensbur Count of Warren-State of New York H "l1F RfN7FA^ T '3 BY THE PLANNING o BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. MORSE ENGINEERING P.C. CHAIRMAN DATE SEALED: ®� LOW�i .hLY. 28. 128 _ QUE 04 SHEET 2 I JRY K OF �� Ilk CHRISTOPHER COURT MATCHLINE "B" - SEE SHEET M-2 FOR CONTINUATION COMMON s?sy�yo• AREA „1 roq� w t1.71 ACRES / s 07.42.40• w w+ 100.00 J -00 N 03'42'58• E 3 ��D 25+� 100.00 (RADIAL) coo rod 76 S m� •� 3 rsyl10• w COMMON AREA "I3" w ° .00 ¢5.13 ACRES N M II 11 11 y ? y1.'7 O O f.JT N W 01 FOR DETAILS OF ENCROACHMENTS �� CD 2g SEE MAP REFERENCE NO. 1 Z 8 N p s?sy1 �• w / W tl a 72 COMMON � >o• 1 m AREA „F > >°°00 s 05,35.52• e w t1.33 ACRES c (RADIAL) \ T.$ 111.00 ON 41 p 9 r v 2�5 P01W sx. q?S 100 N� 26k C1 00 lR s cwi Np 100• 15.00' cR s �Op OO w / �R A N kn N O �$ �` v� °'c, I �\ SPE#NOTE ^ 0. / /V Fq li w ♦ 2s77 o N �, w ��� Ste. �� o • � A e (U 00 x , E o. U' �o. < eo 10.00 rO 9?o•w �� 212161 ZONED SR-1 A O 21�;�Pp�W� N �'ssoy o Qy� 74 s ��\ S • �j1 s 103 00 �,vo oAs •�o s, �0 e� s , °p ♦ �' jjI 01x ,o ? 0 = 90*00,00• sqO? l A��`r�' Ij• • 44j R = 22.50 X '."�• L = 35.34\ ^N 00.00 p S 2Sy�1 p~ l " , Q)4 s 25'11'10• W °0 w COMMON AREA G h <R ?>30 27.78 S ?7 f0.73 ACRES >y 00 WN 10.00 218 <lJ / 10 p a0a 6 41 d 48 � 0�1 ��t <R� �s. & �/ r021s / \'w 23*00 A = 90.00,000 o ZONED SR-1A R = 22.50 V �• o \ g L = 35.34 �o 26 � ,� 3�7j. �• " 1 4 a ? ? . y._ R; C? 14 LANDS OF s ry o`Pv '0 eoo ? ?01 \92 ®�So $ BARRY CONVERSE s ry �P s $ �� L.622 P.491 COMMON AREA "E" 'so os'� 0,^000 10p0p m S?sy�1 p"w ro f4.46 ACRES DEED REFERENCE: 'Op00 mM re (� > R 2QQ1�20o = &00' STEVEN & SUSAN JACKSON KARP S?B 0 2$ L = 43.98' TO CHARLES A. DIEHL 1j?ea w �g I 4124s�n O N D: 2-1-90 R: 2-5-90 7821246 79 , \ 8 MAP REFERENCES: �rOQ 8 1. "MAP OF SURVEY OF A PORTION OF LANDS s?s°4 ~w OF STEVEN & SUSAN JACKSON KARP" BY: W.J. ROURKE ASSOCIATES S 25, .011 0 .00 DATED: 10-12-87 LAST REVISED: 9-12-88 , 42S j, 2. MAP OF SURVEY OF LANDS OF CHARLES A. DIEHL" N BY: W.J. ROURKE ASSOCIATES p DATED: 2-14-90 LAST REVISED 3-20-90 a O N c h ON a "� GENERAL NOTES: 1. MINIMUM YARD SETBACKS: c FRONT - 30 FEET Z REAR - 10 FEET SIDE - THE SUM OF THE SIDE YARDS SHALL BE 30 FEET OR MORE, WITH A 10 FOOT MINIMUM S 23c42�„ 2. THIS SUBDIVISION IS WITHIN THE QUEENSBURY UNION 75843, FREE SCHOOL DISTRICT. ✓7 �(� n..: ... ,:.� IN C.; « i, N Ai. 3. THIS THE WEST 1GLENS FALLS FIRE EPARTMEN .ON IS WTHIN THE AREA BY (ENO0097A N.Y- 4. A TEMPORARY EASEMENT 15 FEET IN WIDTH IS t,� fir + -siv. t%,or it d date and Signatt ATTACHED TO COMMON AREA F (PHASE TWO), EXTENDING FROM THE COMMON AREA NORTH TO THE OPEN PORTION OF CHRISTOPHER COURT (OR CASEY COURT). SAID EASEMENT SHALL EXPIRE ADIRONDACK PLANTATIONS SUBDIVISION UPON ,!TqE CONSTRUCTION OF CHRISTOPHER COURT AND COMMON AREA I IN PHASE THREE. PHASE ARi1=AS REV.: 6Y: ATE: NOTE: PHASE I t20.38 ACRES D 'nTLE: SHERMAN PINES SUBDIVISION DESIGNED: CAD FlLE: Pi.ANS ARF AP4�tlfC fall `� K.E.H. 89121M3 PHASE II f 14.96 ACRES •:JNSTRUCMN OF TWE W61MAY SM$v. $I ti DRAWN: SCALE: PHASE III f 12.93 ACRES ZONED SR-1A Jfl1' MUST N AN ME r4MOSUMMOM \ K.E.H. 1"=50' wj .{ 1t +11 9 ,,;rt. AIiY (MAW.-S OR SITE PLAN CHECKED: PROJECT NO.: TOTAL: f48.27 ACRES 1 ta,:QN rd';jI A!9M TR j \ J.G.M. 89-121 iiGiiko .. APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED A, DRAWING NO.: b Y THE PLANNING Town of Queensbur -Count of Warren-State of New York "!yMM l BOARD OF THE TOWN OF ')UEENSBURY, NEW YORK. _ MORSE ENGINEERING P.C. 00 CHAIRMAN DALE SEALED: L SBURWr=R DU( 12 OF 12 �v R 1993 _ ®IJEENBBURY, N Y.128U4 esiIT"EST TEs „ivc ' alJway e rl •.,t` � 1 �...� a- roa Ye a nuT I 4446 46 v/�iPOr/EC7 - �-- -- a uGB1LE .onYxv ` 448 N•b.r '' «owF PnP• »o. � \ - -� ----- --' 444 -- - - - - - ---- ---. _.' --- \ •., I 4 7 Fsi Aa - s 442 _ P.POJo4sE0 �P/Mq �.S'EWi1CaE d/S/p0.SAG \ 1 E EE L�6TA✓G SiYEET FOR �$'✓i2�it/�j T I N 09'10'40" E ) _- ^�. � - _ / � - - -- � -- 1146.79' - - j�.20PQSEl� /00� /PE9E.e✓E � w eie - WESTn / cisA sr pe .+• ff N FALLS _ 167 E�✓-4� O/sP E _ .,,,, ': M � /�nPDPQs-E�/G� /�•POPG2SE0 /o �✓C Q /O�SGOPE' � / +4 T e FO Pr/`7iGl Ee Oe 'Y � se � - 440 - - ---- _-- --- -- --- _\ ox`b I E,Pu9L�TY.oI \ = CLE,9n/-G�vT-To s HfAiHEN t / 3 J� I \ �L'O. T. G. I � I TP J � — — /c yt<a./o \.� �/Sf3roo _�;i°.. Y%1:,,. _ 1 ✓E�/3.zo y � { E SITE LOCATION-MA P /6 5�38./O -- - - - ._ --- - /.E 5/S/AG •� / / '. `.I.' .:`, yL} /'`., "S P.POr"O.S'EO --✓1 \ � \ � �.PD y. EO G9n/aSc9F-� j I, ., �. . 3 (�j,,o� OJScoaE _ 438 -, /E S/38.55 � .f S'�O.XS iFJ:v.,✓. � �/ `�� If. y36.eo � � .t.y4l05 a- yyi.so ioO.sEto 3BP• / NM ns f•F 5'S((SOO , [(� /E - 5'Y3. '-, ✓OENCE Nvr sa 14 413, E s�36 ao 1 w �' -A :I T° �eoP 8"T�Pius Y.>�✓ l f�PO/�!s'FO +->=-- }- +��.�/�y L 8 w Ord,•; —T a �"1 ► f.O -I- // -- ) _ 8 / �y cp t a A13+50+ + ---��' I � + I yti �iPOPOSED TEE, �ifrG✓E I � /.- ' � '-- � _� a.^- —�� �_ f/yD.PA.VT 438 X `/98xaa -AW-aw - / /<E 4ZW iS. sl/ 00 11+00 /.E. '/�FS35 / J�JS/S . -448 • NM I15 NYT 92 H a 1 A / / �/�/6xo6 I 2D iEs9/ o /1�DTE' 2pX00 / --—I / Ac4 G✓4'7Ee e Can/NECT/an/S S/l9GL MEET Tow.v OF�Q!/EFiiFsBU'eyj r f✓9 7&" � N � �` 11+$2 E 89 I � I II n 0L00 2. CON7.PAGTGGP S.Y-4ZL- (/E,P/ .LGr9Tion/ oo W = 1 I 9 I I II OF Ex/STi✓6 G✓9TEec%uE �3eio rz Ta 12+00 I� warmer>eUc�/a - - I - / lorry ErsrE.vT r yPJ r. +� 100' MIN SETBACK i S�P�20 / �� f'ei✓9TEYTYoJ E �� �� ����"'✓ , 21"98 W Ld Q/ 217.21 IX' �E f9r. V / N NY-T A A.ti :; � o Q00 "ayt'ft 9k1}�1l1R��lika({i'N i&Cb.1,1te r" S. prMi��i�91/�),tYki�y Qi1. 22-F 00 J (n [r ! ! a 9AEdY I.YiM�t141T 7rs7� BY i M� E _ \ X _ - I K+ y- N' PERIWTEhfD£tdT DATE / ) 446 - -- -- — \ •r. •YSCS S/S' � 446' \ - / / � 1 •r/s//xS TP '/ � \ �✓ 1 W // °d'-X i� s4s�o /.E 90 1 sX `• 444 _ F Cs%gecEs A. O/E//< GENERAL NOTES: LANllSCAPING � Y.OR,K 6 Al tJOTE ah I ^>>r.' r I r �� BOA Tow LAND/�uc�, �✓.r /z,� 1) AT TIME OF CONSTRUCTION, SPECIFIC TREES WILL BE MARKED AND BE RL6:� VvAHRENv.,EIlRG, N.Y. REQUIRED TO REMAIN. EXISTING VEGETATION CONSISTS OF EVERGREENS UP O 12"-15" IN CHR ISTOPHER COURT 4f4nr to brst Sheet for approved date ;rid siR DIAMETER AND MISCELLANEOUS SMALL IIAPDWOODS. ALL EXISTING ature. 2) NO WORK SHALL BE DONE OUTSIDE OF DESIGNATED CLEARING LIMITS VEGETATION TO REMAIN EXCEPT' AS REQUIRED FOR CONSTRUCTION THAT WILL RESULT IN DAMAGE TO TREES. PURPOSES. (SEE TYPICAL LANDSCAPE, AND CLEARING PLANS - DRAWINGS 3) NO SOIL, BRUSH, STUMPS, OR OTHER DEBRIS WILL BE PILED AGAINST S-1, S-2, S-3). SELECTIVE THINNING WILL RE DONE TO ENHANCE - TREES. APPEARANCE ON SOME LOTS. (I;XIST'ING DEAD OR DAMAGED TREES WILL BE REV.: BY: DATE: NOTE: 4) ALL UNITS TO HAVE MINIMUM SETBACKS FROM R.O.W. OF 30' IN THE REMOVED). rNO ADDITIONAL 1'I,ANTI.NGS WILL hX DONE BY DEVELOPER - _ TITLE: Sf..�ERMAN PINES DESIGNED: DAD FILE: FRONT AND 10' ON EITHER SIDE, 20' FROM REAR LOT LINE. EXCEPT AS SHOWN ON SIGN DETAIL. J. Huntington 5) EACH BUILDING LOT WILL BE A MINIMUM OF 10,000 S.F. ` WANS ARE APPRM0 FFA DRAWN: SCALE: tNSiRUCTION 9f TWE WWWAY S!'SIM N F� J.C.M. 1"=50' 6) CENTERLINE OF PROPOSED UTILITY EASEMENT SHALL BE LOCATED 1' Jl' "JIU`1 RE-OTtSRE lu1R}}I$�p1LST�4UGT10! APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED SITE PLAN 81 UTILITIES CHECKED: PROJECT NO.: ON PRIVATE PROPERTY WITH 10' EASEMENT (4' ON R.O.W. AND 6' ON sn� - t , ; fu_ ANY CHM16F•4 OR : R.S. Morse 92-011 PRIVATE PROPERTY). EASEMENT TO BE ARRANGED WITH DEVELOPER - + t� DRAINING NO.; PRIOR TO SALE OF LOTS. %'., AMED.Ax BY THE PLANNING ` ;E0 L PARI*kl , BOARD OF THE TOWN OF QUEENSBURY, NEW YORR. Town of Queensbur -Count of Warren-State of New York 7) LOCATION OF UTILITIES IN EASEMENT TO BE MADE BY APPROPRIATE �:✓ `� 'f�`<f l '~ r CHAIRMAN �•'' =HORSE ENQINEERINQ P.C. UTILITY. �!: "'IMF •'. t 'r�I ' `'il DATE SFelm 09 LOWER DIX AVE D N�oy� 190 I OIJ , PLY. 128t?A SHEET — eJ V 1 � of _� TAYLOR DRIVE MATCH � INF= \\ / 444 I 446 -_ - ry^3�PYkcP \\ /Bx/ / \ \ I NYT 80 ti W 4 44 0 P 3 . \ \ 6• / / 1 \ iE,�G�2.00 E GL S 0 +V7 aD PAX \ \ - X� 5.43'30" W I \ \ / / 77.66' aao I i \ � 00 Re 440 \ -' -- - X / 438 \ /•E.r/d7.p' - J�X� -_ - _- 100' MIN. SETBACK 438 12 �NYT 189 1¢_�_00 436 /99 / 436 � / \ C / w O p XOp �' j 14�1 04 - O c IO O .�a,X� / \\ / / �. l 1 /E. SAISr• E Sf-20 10 S/38xo0 Q/ // / ff 00 Z /E. S/�TG d I/UMENj ; 4. v It l zp ao iE s�az.db 16�oo drr/o' c✓ry E.,csEM�v� �ryi°J <\ �/ y3gXoa / sg- y/� _'L., 5� DiV PD.I% /TYPEIr /cy36.00 yv LU /E ss<7 re. Ff E r .r J/ yr 2 ems, lK 43g I 434� / /E�/f�'Y• / /•�`4� �a' P.Cbf�.s6o ve G�2.o7.S�a�Errv,yu �ff �ti i �if'Q'K'.LSEO ,�..PYc /D� .SGOs - ('TyoJ C N p ..,.w . .. _ - W vw�7 r;mlty Trmoure e I / / / c �e I r :�• C4zgw- OeIr- T�-G.ew o 0 - 436 / i lff�00 t• - (Co. r.G. TyP,) `D � NM III N 89'56'13" W BURCH RD. e - ' E sss 8° •; ^, y yySz \ o- NYT 89 \ / HY_ B 50.75' z1++o.ze I f'ea9a Eo 8' �ryPJ ; '�,;: P� -v �✓ E ,�r9.vC�=9P/,1/r fn �\ EXIBT. ',I -_I• -I- - _ _ V .ap / S AftApfn@" FOR P Bi�7 97$ ✓ E(T Irf cSE MATIS Y� )i f'eaPasEO L✓ i> a. CcEge�.vs rly�) w CONSPR{JCim PF THE fUVWAY.SYMU n O ( rye n ��p'f rr�. I / I I / / 1 /' ' / :. • •.,. �A '' �� i . E CC, AT ALA �-Y•avi� 111,�er�y5}yVn-JTh r `/36.70 440 PPodassFo / C+e. .SE�ric J9.ti/e t,.�NW is'1�T APB By iME "'E. s�s�Z6� �,' 1. �rFaeT ae Ec✓✓ (�IPJ hLdWRY DE'ART 17., 5�3>70 /E.41�• / 1)�� l - "1� .,.. •• - � .a.. 436 1 % FF 22+00 •� i � .EYs�2. ri.,, 'i, ' �./ —/cl.PQPLLSE.O�"AVC @/.DySco.E(y �r• KTanvy�� `t OR1E / o' 42 .t•�':°, '�'•i'r •ii rI j /VOTE EXIST. -f? ' • / �GG //�i9TF-� ,G"DNi42rGT:.•NaR/1S NousE �' I 444 'w ,J� ',;. '' - /��P O �'�'/A1�9,PYSEiY9 Ta`✓N �F QUEE'.17s'6vrE'Y.S 4✓97Zrr2 $'T.9N0' / ���-���JJJJJJ of 44 9.PE SEE dET w 7- /` ,Ie N L' Do E j L L/ '/'/ hh F � 0 / /C y •�/ •L .c., -¢NM 110 Any Ct NYT 87 by the V;at ' � �O,PANT (Ty�•> � / •L,,, / �1r.G7n,a/s( /s S�dr6o /E s .ss I s%Yzxad I I STOCKADE FENCE 1 / 19 B 2a \\ /• i.E. i4Y/d5 �'PP�O�S'ED .�.B.P. �EiS/OE.YGE / / , -}-oo � r / >UNK STATE UEPARIMErvl uF EN"?UNMEINTAL REGION 5 - WARR ENSB URG, N.Y. I ?i4+ r sHEo I to first sheet for approved date and signature. �X�TivG ° MATCH 1— INB NE:'dd 01A 3':AT% D,-PAit'I M: 4'i T ,,F; C, LA+DSCAPING NOTE REV.: BY: DATE: NOTE: EXISTING VEGETATION CONSISTS OF EVERGREENS UP TO 12"-15" IN ^ '1 0" ¶ ` SHERMAN PINES DESIGNED CAD Fly: DIAMETER AND MISCELLANEOUS SMALL HARDWOODS. ALL EXISTING ', '; '� J. Huntington VEGETATION TO REMAIN EXCEPT AS REQUIRED FOR CONSTRUCTION r s DRAWN: SCALE: PURPOSES. (SEE TYPICAL LANDSCAPE AND CLEARING PLANS - DRAWINGS % J.C,M. 1"=50' S-1, S-2, S-3). SELECTIVE THINNING WILL BE DONE TO ENHANCE / SITE PLAN a UTILITIES CHECKED: PROJECT NO.: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED APPEARANCE ON SOME; LOTS. (EXISTING DEAD OR DAMAGED TREES WILL 13E / R.S. Morse 92-011 BY THE PLANNING REMOVED). NO ADDITIONAL PLANTINGS WILL HE DONE BY DEVELOPER DRAWING NO.: BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. EXCEPT AS SHOWN ON SIGN DETAIL. Town of Queenebur Count of Warren-State of New York CHAIRMAN MOR3E ENGdNEERN© P.C. 21 170 LOWER DIX AVE DATE SEA�.Ep: _ SHEETS D p INTER: & ODURY, KY. 12904 /2 �� MATCH INE= " B ^ \\ / ti XIST. pn I / TRAILER // ' Z,}�Q.1•} 10J 00 B/I _ _ / Z 25+� / y3y.40 NIA log �/ NYT 86 Go (o CO g36Kcb e A.POPGLS'EO TEE, ,4L1/E \\ \ ?7�00 yy2xcb N DoIn 440 i_. , 00 /E.v3yrs \ \\ / y"/ \ E --\ — /•Y.99M Z E%1ST. 1 \ y .,'�1 G/• / / \FENCE 0 � 39 E. S/•�?rS \ X w 4W.6W } Ai: 1d►NEW T( ( t / OF WAIgEhi ) E. 70111001IMr Oi h ?u"ty Of dv ; \ �'+n•Ir�n\' .� w �Q' lfl6c, M lflo' York. DO HOOP Cp1Rd'NY WW* axC, l a NMI Y Oftm the We$ an " io lr reeb .;, r_• ,n m W ilAe''vet on It+td TMO MYo 61Mr 8 \ \ ell1 PQPG1%EO LgN0.Sc9P/b� Clil W �� �� ?3�� �:I ;a Yh I PG9rY�-EAR/iV�jIIMhAW�7YNWIIM' / o F.F•Y39: \8 ' -t ^' `V . .V•, � '" .; �DPGLSEO./✓MiT Z9� tl,' � �.PDfY2SE1J fj"GATE 0�` B�y-r '?�' .' �. CGE9•P/NG ��f'J ro I 1/✓ YES r7lP- -3) I I �iPpf}7.SEO8 xB xB'TEE 19? �I � \\�8 � �\. 'r•:` � ryr; I. .. /Olh/[rTr E_.4s'� T TyP.J coo w r.. (o 'D.v ?.e/u/�4TE Ty N 43 y'D.V,.P.O. ( t,n - . s•;, p x EX IS - ti h / by Tv> ' s 2 o w / rE-Y37.VS i i 0 Os�as9G q q �sEerE�SE�A�E ,E vss.a, \ /E d37�s �922>' mM /VOTE:' CONS"' iJCTON 8r H at HIE IU6 ¢AY SY M A /JLG WTEP CGiN�/ECT�G KT Sh 1cC /tYT TOrr/N CCI?+/ MUSS !+ �Tl S•1C QIJR NCf CM �TAUCf1I�li /E. •f�37-ZO f�.PO./�lJSEO B"G'G.O./.P. QFQs/EE.LCS'BupY3 G1/A7�'� ST.4N'A•4.PL15'. -p: NT A' 'L i' �:% SOR 4;SAtrtiE$ ()a S 25 r7 10\ \ \ \ Ifie s + ,!Iwia vl;1 T ' 'sow BY THE 42J^ W \�..$EPTiC TgiY.('BJ/�riPr C'• w •2 COn/T,FAGTOiP �$///.J9LG ILE.e/,mil- LOc9T/ON OF ��uST/,uG .'__WAY UE*Aii T. , /�.POr�QSEO �P/M.9.PY�SErt/AGE Off'' Oaf E4rcc9c (7ff") /'EyaGGyr /O•PO.�lz�0 B' .ai�t/G [//IL✓6 _ W.9?E2c/NE' .�.P/cse CONST.PUCT/O�/• O/s�ersA[. fj/.PEA -�.$EE OEr1i� .,$f/EE7"Foe .S/.�/�vG, TYP•) PPD�ar� 5r"/c✓C .0".0 a SGaPE(rP) I �*` � P,ea�asEo �•Pr�c c�z.a7 s�o.►E-L^/yP a MW�l. $tt.�EIMIREIidE11T t P.POPctsEO (o"%�t/c w/.o7a Sta DATE Ct�4v Ovr r GegoE LANDSCAPING NOTE rCO. TCr. Tyv) EXISTING VEGETATION CONSISTS OF EVERGREENS UP TO 12"-15" IN DIAMETER AND MISCELLANEOUS SMALL HARDWOODS. ALL EXISTING VEGETATION TO REMAIN EXCEPT AS REQUIRED FOR CONSTRUCTION O PURPOSES. (SEE TYPICAL LANDSCAPE AND CLEARING PLANS — DRAWINGS �N h� S-1, S-2, S-3). SELECTIVE THINNING WILL BE DONE. TO ENHANCE APPEARANCE ON SOME LOTS. (EXISTING DEAD OR DAMAGED TREES WILL BE ro REMOVED). NO ADDITIONAL PLANTINGS WILL BE DONE BY DEVELOPER EXCEPT AS SHOWN ON SIGN DETAIL. Z S��ZO APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED S �S82J W BY THE PLANNING 8 43 BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. , CHAIRMAN +�uv YUhcn �,Hih_ DE FAItTMEIVT Uh EIVVIkUIVMEIVIAL _ REGION 5— VVARRENSBURG, N.Y. ?-fer to first sheet for approved date and siRnature. REV.: BY: DATE: NOTE: nl� SHERMAN PINES DESIONEIa CAD FILE: J. Huntington DRAWN: SCALE: SITE PLAN a UTILITIES CHECKED: PROJECT NO.: f, R.S. Morse 89-121 �f DRANANO NO.: Town of Queensbur Count of Warren—State of Now York _■ =MOFiBE EN NEEPM P.C. S 31 DAIS SEALED: 40 LOVVM M AW— �- .DA ITIED au +Y. KY. ,� OF ,z OR,1 1993 of PIPE I 448 446 O � ACCEPTABLE EXCAVATED w � - ¢ MATERIAL OR SUITABLE BACKFILL _-- - - i � I a - " -- 444 - 442 \ TAR PAPER E 09'10'40" N . . . . .....e. '::::;'.•...,. ..•. 141 CRUSHED $IOF(E r �✓ IN.YS.D.-OT."SIZE*3) --- --- - - T46. 79' \ � Iw oa ,'•:: ' •T,;,- ^."r+,. —PERFORATED PIPE-IZ' - 12• 440 PIPE STORM DRAIN TRENCH DETAIL - NOT TO SCALE - \ - -- . 438 __ ,Q NM 116 NYT 93 i - / A W 12' YERFDCMP � W/ E MEET ExcsTit/G _� I �i 8 4ac I EDGE �F ✓EMEn/T m e --I- 8 i <� A4C � i 8 444 04-00 �w�-Q± - +_ _: � -_- 8 �• �� � �± 9 / / / / / / a3y) S�AB�uzEI� Cpn/S'T.P[/CT�Oi1( E.V'TiCAiVCE w (SCEJ • Aq0 / 11+00 -6,NM 115 • - NYT 92 i 0 I Hy . O N - d (C) All B+ E CN 4 11+62.69 Lo \ cn0 DO 6'0 AeYWRL 12+00 v - A� C TYP) W / A I 100' MIN SETBACK � I ► A E 21t34.96 �p a ' LU 2+447.21 r�X00 Ld Q " ) NM 114 ' NYT 91 i A v Do O 2 — - LLJ A`TJ U) E \ -- \ - - - - -- - - - 446 - - -- - ' � \ I / �� � ___ w 46 i TP ,k.SG 0 �s 444 i MAT'CI—II— IIV � " A " fvtW YURK SLATE DEI'ARTNIE1vi OF ENVIRONMENTAL CHRISTOPHER REGION 5 - VJARRENSBDRG. N.Y. COURT :?Afer to first sheet for aDprov�d date and signature. L RSM 6-2S- Z ADDED LmYWEus f /Z' PEeF CMP / TRH 6-/6-92 1 REV/5ED STAB/LIZED CONSTROGT/OA,` ENTRAA/CE A10T6-Rf4-6-/9-9 REV.: BY: DATE: NOTE: p p �D QF TWI tU6►WAA , . 'Et1, Ot ""E SHERMAN PINES DESIGNED: CAD FILE: i.?tMNGQ D4♦SnUCT1D& N. D. Sciortelli Cb+i I&3 C') DRAWN: SCALE: . . , ow"'� AY TIM ^ i' M.A.C. 1'=50' APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED \� GRADING $ DRAINAGE PLAN CHECKED: R.S. Morse PRO 89N121 n AYE- ARTpfa{T. 4 �-. BY THE PLANNIING Town of Queensbur -Count of Warren-State of New York DRAWING NO.: BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. MORSE ENGdNEERNG P.C. CHAIRMAN DAB SEALED: �__ ea LOWER DIY Ave oFF�-�� D J 0199 DU 3 _ DULY. MY.Y. 12804 Fpr " TAYLOR DRIVE MATCHI_ IN � " A " � 444 � _ ya _ 446 _ __ 0.�. B NYT 90 x- NM IID J B e ti p� � I 444 \."000�1 442 \ 5 / E S 05.43'30" W P x °r' cb / 77.66' _ � � I 13+00 44O - X 438 100 MIN. SETBACK m 438 w ACCEPTABLE EXCAVATED NM 112 Q MATERIAL OR SUITABLE BACKFILL \ / f - yr 89 > 3 14 � oN � •A„fD Jy� 436 � • _ � TAR PAPER O / X 00 1 `ry '::.�.;?.•,,.;y —CRUSHED STONE t} OIn e (N,YS.D.OT. SIZE "31 00cS / d ♦' '�'+, PERFORATED PIPE-IZ" / Q Iz" O.D. I2" — 190 1 c PIPE 00 '' \ I S�Op I STORM DRAIN TRENCH DETAIL / /' NOT TO SCALE w/ i � � � E �� i I � z 438 � -- Ei 0 OKYWELL 434 � i O O 16 n / ",/ ^ NM III BURCH RD. 436 i N 89'56'13" W - _ / I / � I /-50.75' �\ �\ I + D. CONNECT De l NYD "AEZF CMa 4/ 1 o- NYT 89 12 \ EXIST♦ / -\ —HYD. .LSYP.) / 438 / l C•' I • E � /I 440 I / / 10 43E 22+00 � � /442 00 i T�--R o V i / i" i 446 EXIST. a ( \ HOs.�1 I / 444 w ". / O O o I I ;• / � 4� � NI V 00 E of z � I 10 23 -00 T. o •`i I i I / J . NM uo NYT 87 \ � I STOCKADE FENCE I / B 24+00 � \ , HED / Exisr/N� WEl.( ° MATGF--1 l_INF== ^ B ^ `JW STATE DEPARTMENT OF.. LNV.IRONMENTAI REGION 5 — WARRENSBURG, N.Y. first sheet for aooreaed d;tte and Signature. 2 eSAI b-Z5-9Z ADDED Z).eYWnZS c /Z..,CrQF L'MP / TRH G-/B-9.Z REV/5E0 COWTO11,95 AT .21/-2o v-r 6LEV. 434 RFA• 4-17.9,Z REV.: BY: DATE: NOTE: PF')r;e'1� 1t ds uGffYrl•, ":'x' 1 A - nnE, SHERMAN PINES DESIGNED: CAD FILE: +r J; ¢p: rtpf '.ry f "t�°f1dv,SYSFRIJ' f` N. D.Sciarfelii DRAWN: SCALE t'V (! M.A.C. 7"=50' / GRADING & DRAINAGE PLAN CHECKED: PROJECT NO.: APPROVED UNDER AUTHORITY OF. A RESOLUTION ADOPTED R.S. Morse 89-121 � 3 DRAWING NO.: T +YTt TOWN OF QUEENSBURY, NEW YOJRK.BY THE PLANNING BOARD OF THE \ Town of Queensbur Count of Warren-State of New York CHAIRMAN =HORSE ENGINEERING P.C. 1�V t 1 Qo DATE SEALED: 90 LOWER DIX AVE SHEET _,R�_ DAV IF�TI�Q 14V� OUEENB6URY• MY. 12804 TRAILER I.14 TEXIST. 4+ �f)� 6D,eYGUELL / /�- + �b L rre) / \\ w 444 �NM 109 �• / / NYT HG 438 \ oP Do 0) - ,- 442 - V- GO � I C �D GO of PIPE ..\ 2/,�� Tro Go J r\ �.� 440 ,nl I ACCEPTABLE EXCAVATED 00 E >I, MATERIAL OR SUITABLE BACKFILL TAR PAPER . \ Exlsr. / - FENCE ;9 N I•, V" � CRUSHED STONE ti1\ _ x / Q - �^• ' �. (N.YS00.T SIZE '31 oa / / -r.•— — PERFORATED PIPE -M' \ \ 43g O .\• W `t U NMI 12""--L-- 12" I O.D. C 438 PIPE - _STORM DRAIN TRENCH DETAIL NOT TO 5:..4LE N f v f 4 \\` v m e29 � 40.9? m 436 aExIS HYo. w MEET Fx15r1At6 EDGE OF • S 2S 1�•�0 �m 8\ s PAVEMENT SNEEMAN AVE. o STA. 334 66 t 1922�' s "mix SILT FENCE • j� 42S o, W W 438 I STAB�G/zE0 CGL'S/ST�PUCT�ON ENT>P.4NCE SCE) SEE OETA/L .9W,9 O-2 " • S N Q) Lbry ;h`0 o 0)) O ? I wtW MURK STATE DEPARTMENT OF ENVIRUINMENTAL REGION 5—WARRENSBURG, N.Y. 'Opfer to first sheet for approved date and sfttnature. Z ,2SM b Z5- Z ADDED D2VWE11S f /Z•'PE.PF CMP J -Rq /.-/8--9z I 1?EV/1ED 5TAB/L/2E0 COA/5TR/X2vAl ENTRANCE NOTE- RFA 6-/Z-g2 REV.: BY: DATE: NOTE: TITLE: DESIGNED: CAD FILE: SHERMAN PINES N.O. Sciartelli DRAWN: SCALE: r f Y M.A.C. GRADING a DRAINAGE PLAN CHECKED: PROJECT NO.: APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED R.S. Morse 89-121 *., DRAWING NO.: BY THE PLANNIING Town of Queensbur -Count of Warren-State of New York (3; . ii/' I BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. MORSE ENGINEERING P.C. y - ��E , CHAIRMAN DATE SEALED: 99 LOWER DIX AVE sHEEr DA, � "� OUEEPtBBURY. N.Y. 12804 2 L o IJ�7 ,Dubber Hose /Cr/c/ion Guard BARRIER MATERIAL BARRIER MATERIAL (FILTER FABRIC,UNTREATED rw/s/ed wire w//h BUILDING PAPER ETC) rPubber Friction OZIOrLt 4" PERFORATED 4" TOPSOIL(MULCH AND SEED) PVC-SDR 35 PIPE 4' PERFORATED PVC-SDR 35 DISTRIBUTION LINE 1 BACKFILL WITH EXISTING 4 TOPSOIL MATERIAL I I I BED AREA I 6-12" EXISTING MATERIAL "� �/'-- 2" MIN. STONE OVER PIPE 6 - 12" EXISTING MATERIAL yV/r✓,(�.1v/�/,L.1\V/Y PIPE DIA i 3- Wire @ 120' Ill° 12" STONE ° BED ° °12" ° 5 3 6" MIN. STONE UNDER PIPE, GRADED WASHED N Grade --s---� GRAVEL- 3/4 TO 1 1/2 SIZE Rubber Fircfiorr Guord /0=0" Cedar Sfoke AMENDED SOIL AREA 2.4' (when 3"co% ar rrwre.) 7=0"exposed. <11 „ 3 Mulch bed \(/I� l/h h /��\V////�a��Wr! au\ N,�\\\wuii�,��\� /u/, ,�\�• /i!/.,.\� /aq\\��..aii..\�w .\.w ur .\�T\ !/ (3 per tree when 3" _ III 24" MIN. AMENDED SOILS Tag poin/ed Ca/ or /e55.) c , EXISTING SOILS 12" min. If root ball Burlolo or Cro{'t EXISTING SOILS Paper TRANSVERSE SECTION-SEPTIC \ So// Soccer 6"min. a- ® a pl Prepared N.T S. SECTION THRU BED -SEPTIC 2"0{ Much =1 -1n _pl -n1= 11-p1=1t;=1p Backfill Scale: 1/2"=i' Undisturbed Subgrade EXCAVATE 24" BELOW STONE, IU'P AND IILPLACM EXCAVATED MATERIAL WITH AMEIiUED MATERIAL THAT AFTIAR COMPACTION WILL PERCOLATE AT A RATE m. Erode OF 1-5 MINUTES PER INCH. _ BE D D N G BARRIER ?�}�� - "II IF PERCOLATION TEST RESULT'S ARF. FASTER THAN MINUTE PER INCH, -III IV'=1T 1T= _ 1 -�- II" MATERIAL 4' TOPSOIL(MULCH AND RECOMPACT AND RETEST OR RPA LAI K MATERIAL UNTIL APPROPNIATE ' >`:( ` "( t f. ` I ' _.... i:r.` Scale: J '_ ('- 01, SEED) ResulrrS ARE ACHIEVED. ll ,I L 4' SOLID PVC-SDR35 FROM SEPTIC TANK 4' PERFORATED PVC- su0111•u PERCOLATION TEST RFSnI Ts PROVE ',"0 BE SLOWER THAN s IW' Pre Oren/ Bock{'// SDR 35 PIPE MINUTES PER INCH, EXPAND FT:SYBM TO APkPOPRIATE SISE TO , p 4*1 DIST BOX BACKFILL ACCOMMODATE SLOWER RATES. ke WITH EXISTING .: MATERIAL dr/ven {lush Original � I =\y or " \\ Proposed Finish Grade — � 4 _ ,_ Topsoil a Seeding L_ AMENDED SOIL AREA 2,/� �7 7 Undisturbed Subgrade— � Ba/l A /// \\\///\\\V///\ \\\\ 20" NOTE-4' PERFORATED PVC TO Bo// D/arneter f/meS 2 - ` I�, a' BE INSTALLED LEVEL NOTE LONGITUDINAL SECTION - SEPTIC In removing , tree 60// sha// be a 177h711nu177 of 4'in diameter. NJ S. -- ----- Compacted Sub-grade CLEANOUT PLUG W/ COUNTER SUNK HEAD TREE RELOCATION PLANTING DETAIL % 13, B > FINISHED GRADE /1�aTEpb, PEE f'C'Ov/ �CSTe/BUTrOV 4' SOLID-PVC SDR 35 PIPE .QoX To ,L.4TEPAL 2" ttl DISTRIBUTION BOX AS MFG. J>�INLET TYPICAL TOPSOIL RESTORATION SECTION BY FORT MILLER OR EQUAL —� - ---1/8 C.I. BEND 11,�• 81�, NOT To SCALE I— T __ - C.I. WASTE LINE LENGTH , TEST PIT RESULTS - 5/14/90 TO SUITE ' TEST PIT #4 � OUTLETS-FIVE a" TFEST PIT #1 KNOCKOUTS WITH 0 - 12" TOPSOIL !N I LIMITS OF STONE ---WASTE LINE - ��� HIGH DENSITY POLY- 0 - 6" ETFIYLENEPIPESEnLs. " " TOPSOIL 12" - 30" LIGHT BROWN MED. TO FINE SAND "J 6 - 30 LIGHT BROWN MED. TO FINE SAND 30" - 91" GRAY MED. TO FINE SAND - TOP, BOTTOM, AND SIDES 3(0" - 103" GRAY MED. TO FINE SAND � NO WATER - NO MOTTLING (p ALL 116"THICK NO WATER - NO VISIBLE MOTTLING �- 1/8 BEND IF CLEANOUT PFERCOLATION RATE LESS THAN 15 SEC. TEST PIT #5 0 I I �EXTENDEDED AMENDED OCCURS AT END OF LINE NO DISTRIBUTION BOX 0 - 10 TEST PIT #2 " TOPSOIL SOILS ti TS. 30" - 30"84n LIGHTGRAYMBROWN TO ORANGE MED. SAND ND 5 2.5 I CLEANOUT TO GRADE DETAIL 6" -630" LIIGHTTIBROWN MED. TO FINE SAND 84" - 120" GRAY MED. TO FINE SAND -- - - — - - --- - - -- — — 3l0" - 104" Scale: N.T.. GRAY MED. TO FINE SAND NO WATER - NO MOTTLING 24" TAPERED HOLE & PLUG NO WATER - NO MOTTLING PERCOLATION RATE LESS THAN 15 SEC. -I 5 'q mi (TYPICAL) W of 4" PERFORATED PVC-SDR 35 PIPE TEST PIT #3 TEST PIT #6 IF 1 I 0 - 10" TOPSOIL 12" - 30" LIGHT BROWN MED. SAND 0 - 12" TOPSOIL I A w I I I 4" 24 104" - LIGHT BROWN MED. TO FINE SAND-' 2r4" - 104" GRAY DIED. TO FINE SAND 30" - 120" GRAY MED. TO FINE SAND 1000 GAL. NO WATER - NO MOTTLING NO WATER - NO MOTTLING O51-0+h" SEPTIC NOTES:BEG WIDTH a''roasaL /SEED " 1) AS PRIMARY SEWAGEE DISPOSAL AREA 5'-5 S) FAIL, THEY WILL BE 5" (WSTORATI(ON AS NECESSARY) REFORESTED, AS RiESERVES ARE PLACED INTO SERVICE. APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED �„�, 1�9.P/Es-SEOES/GN F.Q .Si¢E _I 2) SEPTIC TANK SIZE - 1000 GAL. FOR 2 AND 3 BEDROOMS. USE 11� RW -+�'i'.'.•'-� ` N0. 1 DISTRIBUTION BOX BY FORT MILLER CO. OR EQUAL,. \ NFWPAVINGEXISTING BY THE PLANNING 4'-8'• YEMENT OR TURF. BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. B 3) ALL CONCRETE STRUCTURES BY FORT MILLER CO. OR EQUAL. - ,�.`� . ' ' w 1000 GAL. SUITABLE TRENCH EX- * d - j r CHAIRMAN CAVATI (ROCK GREATER-- 51-1'" B'-B'/Z" THAN 6RNSIZE PROHIBITED) , LEACH BED PLAN DISPOSAL FIELD DESIQN TWO 2-BEDROOM RESIDENTIAL UNITE/DISPOSAL AREA 4'-5" Scale:i"=10' BASED ON A PERCOLATION RATE OF 1-5 MIN. /INCH 4 BEDROOMS AT 150 GPD = 600 GPD 4'-0" \ ,N ACTUAL RATE LESS THAN 1 MIN. 600 GPD X .80 WATER SAVER = 480 GPD LIQUID O COMPACTED 111YV YORK jTATE DEPARTMENTA Of ENVIRONMENTAL _ ., , k' a � AMEND SOILS TO 1-5 MIN./INCH 480 GPD _ .90 GPD/SF = 534 SF LEVEL sane BACKFILL — - - s a REGION 5 -WARRENSBURG, N.Y. APPLICATION RATE = 1 .2 GPD/SF USE BEDS 15 ' X 36 ' = 540 SF • qI 1.2 GPD/SF X .75 FOR BEDS = .90 GPD/SF AMENDED AREA: 25 ' X 46 ' �`� �ofarHIGH DENSITY POLYETHYLENE to first sheet for approved date and signature CONSIDERATION IS TAKEN FOR WATER SAVER FIXTURES TOTAL PIPE IN BED: 108 LF PIPE SEALS PROVIDED POLYETHYLENE ALL PIPE Ip• DIA PIPE Iz" ,i.. ONE 3-BEDROOM RESIDENTIAL UNIT/DISPOSAL AREA CONNECTIONS SHOWN. r THREE 3-BEDROOM RESIDENTIAL UNITS/DISPOSAL AREA 3 BEDROOMS x lso GPD = 450 GPD SANITARY SEWER TRENCH DETAIL 9 BEDROOMS AT 150 GPD = 1350 GPD 450 GPD X .80 WATER SAVER = 360 GPD NOT TO SCALE / TRN G-/8-9d R6✓/BED IVFMCOLAT'/O/y RE[JU/REMEArT,? 1350 GPD X .80 WATER SAVER = 1080 GPD 360 GPD _ .90 GPD/SF = 400 SF 1000 GALLON SEPTIC TANK REV.: BY: DATE: NOTE: 1080 GPD + .90 GPD/SF = 1200 SF USE BEDS 15 ' X 27 ' = 405 SF DESIGNED:.. _ USE BEDS 25 ' X 50'= 1250 SF AMENDED AREA: 25 ' X 37 ' TITLE SHERMAN PINES CAD FILE: AMENDED AREA: 35 ' X 60 ' TOTAL PIPE IN BED: 81 LF J.Huntington TOTAL PIPE IN BED: 250 LF �- DRAWN: SCALE-' ONE 2-BEDROOM RESIDENTIAL UNIT/DISPOSAL AREA DETAILS M.A.C. As Noted THREE 2-BEDROOM RESIDENTIAL UNITS/DISPOSAL AREA OR TWO 3-BEDROOM RESIDENTIAL UNITS/DISPOSAL AREA - :r,' CNECxED: PROJECT NO.: 2 BEDROOMS x 150 GPD = 300 GPD R.S. Morse 89-121 6 BEDROOMS AT 150 GPD = 900 GPD 300 GPD X .80 WATER SAVER = 240 GPD Y 240 GPD } .90 GPD/SF = 267 SF' �` 1 DRAWING No.: 0 GPD X . WATER SAVER = 720 GPD USE BEDS 15 ' X 2 = 30 SF 72 Town of Qu� Count of Warren-State of New York 720 GPD v .9090 GPD/SF = 800 SF AMENDED AREA: 251 X 30 '1 USE BEDS 201 X 401 TOTAL PIPE IN BED: 60 FT. AMENDED AREA: 30 ' X 50 ' - hORSE ENMEE M P.C. TOTAL PIPE IN BED: 160 LF r7E—ALED 90 LOWER DDC AVE. � e OUIJFiY, FLY. 12804 _� of " k 6' 50' RO-W. 1' it' 2' 24' TRAVEL WAY 2' T TOPSOIL & SEED SUBBASE - MIN. DEPTH 3 7/2• ASPHALT m IS HE R MA1\I N.Y.SD.O.T. BE COMP CTE I CONCRETE ti_J 1. V LZ sl I 7yf0 TYPE 4 - 70 BE COMPACTED SLOPE - 1� PINES 8A Ai w r E�� U� �yON�� CARRY TO FIRM GROUND Aj OPf I UA NP7. ALLOWABLE SLOPE - I CURB BOX +/+'/FT 1/4•/Ft SECTION A-A SECTION B-B z 3/4' PLYWOOD UTILITY z� LocnnoN e• (TYP. � 6 4' SUBGRADE -� V .'.I I 10' UnllTY EASEMENT F fiRTEL .3 1/2• ASPHA_I 7 CONCQEgNO CATCH BASIN OR DROP INLET SHALL BE WITHIN BASE 2" OF COMPACTED TYPE 3 AC. BINDER iv ANY DRIVEWAY CUT. CATCH BASINS AND DROP TOP: 1 1/2. OF COMPACTED TYPE 6 A.C. TOP v�I INLETS SHALL MEET STANDARDS OF THE TOWN (PAVE IDWING NEW SWALE ROADS) A I j A B —I B GROUND OF pUE&Y58URY. CORPORATON STOP �, I —CURB STOP MUELLER "ORISEAL' TYPICAL ROAD SECTION — GRANULAR SUBGRADE \ Scats None - — 4 x PRESSURE TREATED POUR AGAINST UNDISTURBEDP-T EARTH l I I I � � PLAN PLAN MAIN COPPER TUBING \-"'Lin CONCRETE -I --- LX151IN(,50' min. HORIZONTAL BENDS TEAS (TYPE K) BLOCK -- - PAVEMENT LJ U TOPSOIL B Sc D 0' ssl 6"min -I /� �T,✓„J TOPSOIL 9 SEED NOTE: PROVIUE 6 SQ. FT. THRUST BLOCK AREA. FOR Filter PR 0 F I L E ALL TEES, BENDS AND PLUGS SIGN DETAIL Cloth MOUNTABLE BEHM (Optional) N.T.S. 2"ASPHALT CONCRETE BINDER raRSE (µY,SQOT TYPE 3) Eaistin ground I"ASPHALT GNCRETE TOPCOURSE (N.YSDD.T TYPE 6; THRUST BLOCK DETAILS COPPER SERVICE PIPE 8 GRAVEL (RUN OF BANK ) — N.ZS. 50' ruin Not to Scala -- 10 TYPICAL DRIVEWAY SECTION 51ATE OEPAR1vrt ',= f ' 'uHUNMEIVTAL s_ i;A1 ..r.a�r5i-f v cs. REGION - WARRENSi�1JRG, N.Y. h? _1 , EXISTING ti ,.. , • 10 min IO,min I- - PAVEMENT sh^at for aWProved r4a4r and:c tnsi. r t Top Course WY.S.D.O.T. Type 6) •�^`����• yr 1 If' ��1, FINISHED GRADE OR TOP OF PAVEMENT -� NOTE; Binder Course (N.Y.S.D.O.T Type 3) IF FLANGE JOINT IS NOT USED-HYDRANT IN AIL DISTURBED AREAS, REPLACE ',v \� �� MECHANICAL JOINT MUST BE CONNECTED WITH RODS TO PLAN VIEW 10, SURFACE TO ORIGINAL CONDITION 'l�, HYDRANT MAIN LINE TEE. NOTES: rN 4,,P / 1. THE EXCAVATED TRENCH MA7e RIAL SHALL - Sub-boss 1 Compacted _a CONSTRUCTI^N SPECIFICATIONS BE DEPOSITED AT PIE SIDES OF THE •^' ( N.Y.S DOT Type q _ _E TRENCHES AND USED FOR BACKFlLL UNLESS ` yP Item 304.05 ) in VALVE BOX TRENCH DECLARED TO BE UNSUI7;,Blf BY THE '=--- —I 1. Stone Size - Use 2' atone, or reclaimed or recycled concrete equivalent. EXCA VA PON //-1 �I - .,c /�_a/�y� /��/ ENGINEER. TO BE LONG IN THE TRENCHES M 72 �' 2. Length - As required, but not less than 50 feet (except on a single resi- SEE NOTE #1 % �(�y J= ��� 9 4 . p g YA{ICH PIPE HAS BEEN LAID SHALL BE 1117z='� ( (l//�///1= ////.=///Na o �/_-U-7Tl!ll 1/l Bence lot where a 30 foot minimum length would apply) . DEVOID OF STONES LARGER THAN J FOR Sob- rode Com ocled //(17-lT� / - / 3. Th ick ne ea - Not less than six (6) inches. zi AT LEAST ONE FOOT ABOVE TF1E TOP OF 9 ID .�� ^; !// L��1; MECH. JOINT TEE ? IRE PIPES. UNSUITABLE iXCAVATED MATERIAL A. Width - Ten (10) foot minimum, but not less than the full width at Tip.•�' ' `ID 4" CONC. BRICK SUCH AS PEAT, MUCK ROC(, ETC. SHALL ��)/ points where ingress or egress occurs. -io fi'M.J. GATE VALVE BE REMOVED FROM THE SITE AND REPLACED 5. Filter Cloth - Will be placed over the entice area prior to placing of stone. -N 'WITH MATERIAL ACCEPTABLE TO THE /II o�-.. `oQ�r UNDISTURBED J ,0. .. r b Filter will not be required on a single family residence lot. ENGINEER. -- X.. °• - g ASPHALT PAVING DETAIL — ROADWAY SECTION +/ `04 6 DlP 6" DIP b'r. _-- EARTH 6. Surface Water - All surface water flowin or diverted toward comstruc[ion , . entrances shall be piped across the entrance. If piping is impractical, 2. STRAP AND ANCHOR BLOCK INSTALLATION .v r5 op.°ry '\r r I -, 4 l!!� ii( /I) ati? a mountable berm with 5:1 slopes will be permitted. MUST BE APPROVED BY THE ENGINEER -. _ T. Maintenance - The entrance shall be maintained in a condition which will BEFORE BACKFIll1NG, ANCHORAGE DETAILS RETAINER GLAND N IIap0 1/I 1 prevent tracking or flowing of sediment onto public rights-Of-way. This may FOR GAZE VALVES ARE TYPICAL FOR O ALL GATE VALVE i, y ti REQUIRED /V/p/ require periodic top dressing with additional stone as conditions demandVARIES and repair and/or edt cleaned, of any measures used to trap sediment. All 3. ALL EXCAVATION SMALL COMPLY POURED CONC. sediment spilled, dropped, washed or tracked onto public rights-of- way must I WITH ANY AND ALL CURRENT _--1- THRUST BLOCK (x removed immediately. APPLICABLE STANDARDS OF THE \ —B��# 2 CRUSHED STONE B. Washing - Wheels shall be cleaned to remove sediment prior to entrance onto UNITED STATES DEPARTMENT or -� 12 �x 12��z 6� CONC. BLOCK SAND CUSHION LABOR OCCUPATTOMAL SAFETY ©" _ public rights-of-way. When washing is required, it shall di done on an area IN ROCK 12' 12" AND HEALTH ADMINISTRATION - p'4- — POURED CONIC. THRUST BLOCK stabilized with atone and which drains into an approved sediment-. trapping O.D. PROPOSED PIPE AND ANY OTHER STATE OR LOCAL UNDISTURBED EARTH device. REGULATIONS THAT MAY Apply, 9. periodic inspection and needed maintenance shall be provided after each rain. TYPICAL HYDRANT INSTALLATION STABILIZED CONSTRUCTION ENTRANCE WATER_TRENCH DETAL --'-- - - - N07 TO SCALE N.TS. N.Y s NOTE' _ FLOW I. HYDRANT BARREL DRAINS TO BE PLUGGED WHEN --WOVEN WIRE" FENCE (MIN. 14 1/2 GAUGE, -' --�- ) O" '-'r J(+ '- `1 � ,- Q" - CPOI INr)WATFR IS ABOVE HYDRANT BASE. MAX. 6' MESH SPACING) + T,LAVE( LANE 2' W/NG ryl 10'-0' MAX. c 7o C -/ - 4"- 36" MIN. FENCE POST C r DRiVFNMIN. 16' INTO 4 VERTICAL 6' — 0" I_D_DRY_WELL FOOTING GROUND FACE, BOTH -.. - SIDES . 17.7 EMBEDDING DETAIL - AfAifc e,e FZF aemwc _. . _. _ HEEHAW 1 - - -- l A�, C ^ ) ( ECESC ) \ 8" TRAFFIC 2-0" 0 I.D. ANGLE FIRST' STAKE---� TOWARD PREIVIOUSLY LAID BALE- �- FLAT JOINT 4V � i GRo ND� 2-STAKES I'-s' To _ TOP SECTION 5� 2'-0" IN GROUND r M.J. TEE //--TEM?ORARY CAP (TAPPfNG SLEEVE OR PLUG l AND VALVE FOR 17 SQUARE: I EXISTING UN-S) I FRAME 8c GRATE ° B �.. �" X If O !3 /:15' SQUARE PERSPECTIVE VIEW - TAPERED HOLIES 1 �—ARE OR NYLON UNDISTURBED K't ,. ® ® ® (126 HOLES PEER 4' - - - - - -) BOUND BALES ® ® ® IG1 ® ";, HIGH (SECTION) WOVEN WIRE FENCE (MIN. 1 GAUGE— — - MAX. 6" MESH SPACING) 4' 0" ANCHORING DETAIL MAIN— L I BY OTHERS o z GROUND -_ I�]I _ N� r �� -t1.OW� ,1r 1 SHIP LAP M.J. GATE VALVE EMBED FILTER CLOPi ,.JOINT (PROVIDE THRUST MIN. ILTENTO GROUND LLLLLL CONSTRUCTION RESTRAINT AS DILTE _ REQUIRED) 1. BALES Si BE PLACED IN A ROW WITH ENDS TIGHTLY - / / { `: , ® ® V ANNULAR RING STANDARD SYMBOL ABUTTING THE ADJACENT BALE. --f� OF CRlUSHED STONE ® L� ® (NY.SDDTf. SIZE°3) S—S—S--- 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4". / DUCTILE IRON SERVICE _PIPE SECTION z D 3. EMBEDDED TRENCH SHALL BE HAND DUG W H EXCESS MATERIAL 4'- 0' ® ® }� TYP Not to Scale _-- - REMOVED TO AN AREA WHERE IT WILL NOT CONTAMINATE THE WATER SUPPLY.NOTES: ® -GEOTE:XTILE OR ®I �I FILTER FABRIC 4. BALES SHALL BE SECURELY' ANCHORED IN PLACE BY STAKES REV.: BY: DATE: NOTE: 7. WOVEN WIRE FENCE 7O FASTENED SE POSTS: STEEL EITHER 7 OR U OR RE-BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE TO FENCE POSTS WITH W WRE TIES OR STAPLTAPLES.. TYPE OR 2" HARDWOOD IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE 2. FILTER CLOTH 70 BE FASTENED SECURELY 70 7'0 FORCE BALES TOGETHER. i SHIP LAP TITLE., DESIGNED; CAA FILE: WOVEN WIRE FENCE WITH TIES SPACED FENCE: WOVEN WIRE, 14 7/2 GA. L + i ® ® SHERMAN PINES EVERY 24• AT TOP AND MID SECTION. 6" MAX MESH OPENING N.Sciartelli 5. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT I i 3. WHEN TWO SEC77ONS OF FILTER CLOTH SHALL BE MADE PROMPTLY AS NEEDED. i� ® © JOINT ADJOIN EACH OTHER THEY SHALL BF OVER- FILTER CLOTH: FILTER X. O i DRAWN: SCALE; LAPPED BY SIX INCHES AND FOLDED. MIRAFl 100X, STABI- 6. BALES SHALL BE REMOVED WHEN GRASS HAS BEEN ESTABLISHED 70 a dS q �' g D --_,• ( DETAILS M.A.C. As Noted 4. MAINTENANCE SHALL BE PERFORMED AS LINKA T140N OR APPROVED EQUAL THE ENGINEERS ACCEPTANCE. NEEDED AND MATERIAL REMOVED WHEN7. i i CHECKED: PROJECT NO.: "BULGES• DEVELOP IN THE SILT FENCE. PREFABRICATED UNIT: GEOFA9 BALES SHALL BE STRAW OR HAY APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED t., / R.S. Morse 88-121 ENVIROFENCE, OR — INSTALL F / APPROVED EQUAL BY THE PLANNING AS PER DET7AIL G AIL r DRAWING NO.; FABRICATED SILT FENCE STRAW BALE DIKE BOARD OF THE TOWN OF QUEENSBURY r NEW YORK. Town of Queensbur Count of Warren-State of New York 61- 011 00_j D,_STQRM_DRY-WELL MORSE ENGINEERING P.C. D 2 NattaSaola -- — EROSION CONTROL DETAIL _-- CHAIRMAN NOT To L'LALt [DATE SEALED: �= 99 LOWER , bL Ave, SHEET OF /� D� P9\N�01993 CwEE JRY, NY. VF_ , u 0 pCQ 450 EXISTING GRADE w P,Q1R15E0 ROADWAY 440 N _ 0 a PROPoSEL) 6 ORYWELL v, pi 14 l TYP•) CI PROR�SED o- 12"PEEF 4 B"CL.D.I.P. W-47&MA/N ^1 m 47 ? MI 7 m r T a cMP 7 (T➢P.) a a 430 7r= A10+00 A10+50 A11+00 A11+50 Al2+00 Al2+50 A13+00 A13+50 A14+00 A14+50 A15+00 A15+50 A16+00 A16+50 A17+00 A17+50 A18+00 ,n ON P V./. m 450 ',� x d � Q STA. 19460CIQ ECEV. 435.50 `i EXIST/NG 6RAOE - - - - ti Q LVC 210' w � _ - - - - - - - - - - - - - - - - - - - 2N W a __ , ' R@O OSED 4WAOWNY - - - - - - +A c,%o 440 NoTE I) INVE,eT OF ALL A? +LIZF CMP Wi[L EE 5TA. 22+50 Ar B FEET N N a ECEV. 449.14 ON � �' 2.) FOR CLAR/F/CAT-1OA1 PU,PPoSES� EXRL LOCA770N m a1 r LVC 370 i OF 12" PERF CMP /5 SHOWN OA/ G,PAD/NG PLAN. 430 A18+00 A18+;50 A19+00 A19+50 A20+00 A20+50 A21+00 A21+50 A22+00 A22+50 A23+00 A23+50 A24+00 A24+50 A25+00 A25+50 A26+00 TAYLOR DRIVE ROADWAY "A" Scale: 1"=10' Vert. y) 1"=50' Horiz. h ` � a v W W STA. 17+50 450 m m W ELEV 440.85 - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - +0.5 `O ELEV 432.10 e M o ' PROPOSED /d140WAY 440 o J a PPDR25ED 6 RfDFriVELL f a STA. /4+[A� C TYf'J N a EV 445.75 PROFUSED h a EL - - -- N LVC /DO a� m B"C.L.D.LP WATE.PMA/N - a LTYRJ 4 W e ., ro *0.80 m 430 /2"PE2F B10+00 B10+50 911+00 B11+50 812+00 B12+50 B13+00 B13+50 B14+00 B14+50 815+00 B15+50 B16+00 B16+50 B17+00 B17+50CMF 818+00 B18+50 819+00 819+50 B20+00---B20+50- 821+00 B21+ B 2+00 I- �l i A. CMP 450 P V./ i lZ"PE2F o k, STA. 28+00 Q +1 c, STA. 3Z+Lb a M N ELEV. 438.5U ELEV. 434.96 W L UC /DD' � Q vi a LVC 50' a x V x, w N 440 EXISTING 6EADE 4 W m h u - - - - - - - - - - - - - - 19 � 0.90% - - - - - - - - - - - - - - - - P*OAZED eOADWAY � � � V*O.bO� 430 v� I� u, �v B22+0 2+50 B23+00 623+50 B24+00 824+50 B2 +00 825+50 826+00 B26+50 827+00 827+50 828+00 B28+50 B29+00 829+50 B30+00 B30+50 831+00 831+50 B32+0 T 32+5 8 33+00 B 33+50 lZ"PEKFCMP H Z'"PEKFCMP lr'AHIMLNT OF ENVWUNMENIAL ScRtAi CASEY COURT v, nRREN �BuRc, N,Y. ROADWAY "B" Scale: 1"=10' Vert. y 1"=50' Horiz. 14Ni Pl!/• \ a STA. V Z1+56 u STA. /LrSO V�j �j Rj N 450 0" ELEV. 441.15 W----------------- W e j ELEV. 441.26 N LVL /Lb' LVC /OL)' m - _ W I I C.L.D.IP. WATEL'MA/N /.G54a 440 w z PKDR2SE0 RL140WAY ti `Z.DZ`Y PROPOSED 6'!a D2Yat/ELL a RVI OW w eh a CTYP.) .STA. /bf50 8 N h a 0 a N v', ELEV. 446,50 Sno ro � ti 430 i CMP. I C10+00 C10+50 C11+00 C11+50 C12+00 C12+50 C13+00 C13+50 C14+00 C14+50 C15+00 C15+50 C16+00 C16+50 C17+00 C17+50 C18+00 C18+50 C19+00 C19+50 C20+00 C20+50 C21+00 C21+50 C22+00 C22+50 C23+00 C23+50 tT CHRISTOPHER COURT 2 RSM b 25-9Z ADDED 02YWELLS f iz' PEeF»� Ymj ROADWAY Ns "C" / TRH 6-19-92 ADDED LOin/Pr HLGy ,or RPA• 6/9-92 + r REV.: BY: DATE: NOTE: Scale: 1"=10' Vert. N 1"=50' Horiz TITLE: SHERMAN PINES DESIGNED: CAD FILE: o N.D. Sciartelll V V) �.:. - r DRAWN: SCALE: CO STRU"nS ARE APPTA N'atEjl FORO' ROADWAY PROFILES CHECKED:M.A.C. PROJECT NO.: GOII{STFtUC'iION AiF T31E Id68rl�l�fi,$+f5�f. A". COPY Must s€AVSrYt DURING 6WI76U Qft APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED JvR.S. Morse 89-121 YIU^K ',fi ALL T!';ES A�fT-GHANNU OR DRAWING NO.: De-WA798�'N MUST AXIOM By TEE BY THE PLANNING \ ART + BOARD OF THE TOWN OF QUEENSBURY, NEW YORK. Town of Queensbur County of Warren-State of New York ARARMORSE ENQINEERING P.C. CHAIRMAN T ._ 99 LOW r=R DIX AVE 1993 SHEET /2 I OIJE�BURY, W.Y. 12804 OF /2