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Phase 3 104 I enmi I LP.F. i 0 LP.F. PROPERTY LINE / i _ NYS DEPT OF HEALTH REQUIREMENTS u� o a61/rty � ' � l x� v rt - .: �� • 15 ft WIDE Z � w I)\II L..- •, aM 96 .. , N ALONG SFR LC 4 S a REAR LOT LINES 1. THE DEVELOPER MUST FLRI M EACH PURCHASER OF A LOT U- b 9 1 2A �ll '• WITH A COPY OF THE APPROVED FLAN. yy ZONE ZONE j� A 1( _�I �� •) (; ' �`, r �-�. - VAC\ v ..} \� , ,A�:'', A`',y�\ `r'V•'r'�' \ 17 2. Tiff DEVELOPER SMALL FLRNSM EACH PAZGfASER WITH AN J� r;tr�� •c` r �4- r �v�-s �' .�`, r =�ra� , � -� cv , tic \ Site , * V �� 'r - .I 1 ( i '� , . A, `, A\ V\\ . , ``.A\ \\\\\ , ,"\A\ \V\V V`,AV A.A\\\\A `• A '•A``.A^�V\ v`. `AVV`'`A`'•A SANITARY AS-BUILT FLAN A DEVELOPER ALL SELLS LOTS \.5; letlAn .. �, . ' � �•� ' ,vow \�'I ' } \\\V\A\\V A.A`VV'VA`V\\A \\VV`',AA`,,A` \\\V`V'V`y\ \ A.A\V,A `A.y\.`'"A\\V\VA'A`V A'\ Vy,'\\\\\V�+ `\` ``\A`•• q SANTAI!MTEDHOUSE 1ENADEVELOPER SELLS LOT51NT11 �Stll ^p ^y for pe Reeervoer - �• °.. �..A, �z • t .� q' .u:�,nel,t / •, - V Av VVA\\\,AV'`,\."\V'���'`.+` `+ AV'V`,\\\\Vv`�` A``A\.A.'V•V` CONSTTGIGTED MOUSES ,water. .. r - ...Pa I �: '• �' I� / \V`\VV\\\\ ,A`vAVA,A'\A\ \\.A`VA\V`vA\ .A\VA.AV'VAV\ \ VA\\\\Ati 'A,''`A V\\\\ \ �.` '�``,A,'`,\\\\\V\'� �` `/' ^A '• 3. WIEN INDIVIDUAL WATER AND/OR SEWER SYSTEMS ARE I f O v+ Av, ♦^ \AV\VA\ \AV\VV'yv,.AV AV`,A'vA\\.A A ``• A'vA\V'v'A"\ ` yA\.A`,A', A yA'vA\\\\V`+A ',' A\ 'A PLOP05ED AND LFIU (GLENS FN15 DISTRICT OFFICES DOES \ \ \\V`` A y v V' vA\A,A'yv, A v NOT NSPECT CONSTRUCTED FACWTES. THE SANfARY \, 'v A'V A A V \\\ \VV`'+ A \\V \ `A V``.A`y.A'v A,,'VA\\V\.A`,'V'\A.A\ A'�'.A 'V♦ FWAXMS SMALL Be NSPEGTED AT THE THE OF CONSTRUCTION �, \\`�'�/'\, '$,. '\\ \ '', `.\\.'`, ` \.\'•, \ \' \\`,.\\,\ ,, BY A Fl- R.A. OR EXMFT " S. FOR GoWLIANGE WRM `,\ +,\`♦\, `,\\\ �\\`\\'`. , ,\\ \'`. \\ , \``' \ \ \ , APPROVED PANS AND VAMT I CERTFlCATION SHALL BE SUBMITTED I �, . ' Y ` a^e 1 / O�' .\\ \\\ \ \, \ \` \ .�•.\ '\\ �; \ '\�.\\��\\\ \.\`.�.,\.-... I.P.F. TO THE APPROVING LMU PRIOR TO OCCUPANCY OF THE PREMISES. ••iQ _ 1,y •1' NO CLEAR ZONE \\,\\ \'',\'\ `,\\\\'`,\'\\\ ,.\`'.\,\\\`,\\ \\\'',\`+\\'\\ ,\\\`,\'`� '' • ``.\\\\�+ ``♦ ```'``+\\�\�'\\`•..\\.\ ``•'`,'\',,\`,.\-`� ♦' ° W Z�'• \ / � b / (SA - ./ •.• - \ r, r J - I :< \�P � � _ — _... __— -_-_. _ -D I}R _. _._ __. _.__ _ \` \ \ \y \\yl\' ,\\ \\\` \\ \�\ •• ,� y� U '� � -_ c„�U � .�. � • `zz, __ LEI�LAN IVE- � Y • Y wire,} 3�y r`.l� l� ;I, �`,. �� ��� ., \ \, \♦.\``,\`, ♦``. \'',\\.\\\\ , \\ \\ ,`\\ \\ `,`, \ \ �\\ \\�\ \`•\'',\\\ `` ;\•♦.\\\\�\\,\\`�`.\.\`\.\ \ TAX MAP NUMBERS .rsie ) I` - \, \ 9 r ',,\\\\ ,\ \, +, \ \ \ •, \, `,, \ \ , \ \ ♦ \ \ 30 ft WIDE R rJ' /` ,' �\ ,(. --/ - ',\ `,,,\'` \\\\ '\`'',\\.\'\'',\\\ \ y, \ \ ♦ \ + \\\`.. \`',\\`,\\ +'\`�.,\ \ NO CLEAR ZONE J \\ \ .. \ \ .\ \\\\ ♦, ,\\ \ \ ` \\ \ `,'\\ �''• `\ \'`\`,\,`\\\,�` \ \ y\ \ F\\ \ EXISTING TAX PARCEL NUMBER 74-2-999 AND 74-1-32 AND 33 � ., •.,. \ ih , -`. \\ or " -I. `,�/.-` . \\`` '`,\,\,\.\\\\ \\ •,\\„,\ \ \\ \ \.\\\\ ,\`,\'`, \ \'`' ' \`. `\ . ` \\ '`, \ \',\\\.\'\\\\\ \\ \\'.` •` `\`,\'\ ALONG REAR LOTUNESrn I, , .' 1 healPls; I I \`\\ \` \2\\ \\,\ •' ' .\ TAX MAP NUMBER WILL BE SECTIONago 0.i V /' \ r II (-� ��\ ,`, \ \\ \\' \\\\ ',,\ \\\\ \'`,,\ \\\\\'`,\;• \\ I'\ \ \\ \`, \ �` `\♦, \��\ \ \ \\\\ \\\\.\\ \ ,\ 74. BLOCK 2. LOT No. AS . .. �, J l I\ / J ♦ . ♦\ \y \ ' , \'\\\\,.\\\ \\�,.\ ,\\\ \ \ \ \ \\\\\ ,, `ti ` \\\yK\?\\\'.\.\\\ SHOWN ON THE PLAN. C) �� l Al , -- \13� .:\\ ,,\\ \ ,EXISTING\\ \` . , ; H z Leo oneenxhu f I , / t J ,\\ \ \\ \\\ ♦ \ \\' \ \\ \\ \ \� \ \\ `,, , \\Y�\\\ ,\\\ �•p V u `�-I � � k ' I 7 +�- ►__ � / /r /, rJ ;. � ,. ,�,, PHASE 2 \' \ `� \ \ \� ` `, \�\\,.,,,\\``^\\\\'�`:` BASE DATA � x W z �+ z 475 a \\ :, l a /./? f/ fi'•%rJ .\\\`, \\\ \\\ \ '\ \\ :\`+\\\\ \\'y3O LOTS +\\\ \ \`, \\ `*• "� � '� ♦ BASE DATA FOR THIS PLAN WAS TAKEN FROM m M�ds�l' ,,11• � .II / ! \ ', + \ \, + ♦ \ Ilk w CY w sill 'I -� \••: ; �,:. / /; /•f/ rfJJ ,\\`,\`.\\\ \\\ \\\ \\\\`•\ ,\ '\`.\ \♦ \.\� `♦ . \ \ y \\ \ . ..'\\ \'\ '\\ \\ `'^ \\ `�9'y\\'\\' ' 'iy \\\'\\\.\'. A MAP ENTITLED 'MAP OF A SUBDIVISION KNOWN o r I 1 � / 1! 'i.r! fJ /Ji j \\\`,\`• \\\ \\ .`\'``+ \\\\\\\ \\`,\. \y , \ . \ \ \ \ \\ \\ ' \ • \ \ , �, \ \ ♦ \ \ \`\\\ \ ,\', \\\ '\'.\\\'` AS LEHLAND PARK' SHEET No. la, PREPARED BY Wa I a, a C��O� iu\\ / /..' J/1!r \ , \ 'y\ ` \\\ \\'\ ',\\\\\\\ \y\ \\ \ \\\ \� y� \ \ ti\\,\ , ti \ \\\ \ ` , `,\'\\ , \`.,♦, \ \ \`".\ D. L. DICKING50N ASSOCIATES. DATED DECEMBER 31 19 L) � En pprrEn -- -• -� J �---_-_ ,. I ety en rs sn _ ( / '/ ! f/ %/f/ \ \\\ ,� ',\,{ \`, \6, \6.8`• ` \ .` \ \ \ \ \, `'♦\ , \',,;\\' ' \ \ \•. \`'+ \, \\ ♦,\ \\`. \♦\ \ ,\\\ `, \ \,\ ' \' ` \ \ \\,\\, \ \' ,\ ti♦ \\ \' `:` \\`. \`\ \ .+ r \\; TOPOGRAPHY INDICATED BEYOND THE PHASE 1 LIMITS A PREPARED BY VANDU5EN_ / / ? f/• \'`\'\\\ '\ \ ,\ \ \ \ ` \ \ '\ \ ` \\ ♦` \ \\\S..\,`,\\ \\� AND STEVES LAND SURVEYORS LUG. IN LOCATION PLAN -- - - - - - SARAN- JEN DRIVE L) f'///. // \\`\\\\\ ♦\` .\`\\\ \ \ y ` \ \+�` ,` ' \` THIS SUBDIVISION MAP WAS PREPARED Tn W /. r \ \ \ \`' \ \ \''. \♦' \ ,, \' \, ♦ \ `' `\ \ UNDER THE WUVI51ON OF A UGEN50 Z EF `' \\ \\ ` `\\ ♦\ \♦'' ^., \ , ` `• , y '`• \, LAD SURVEYOR AND WAS MADE FROM W Ul / /,r \ .\, \. +,\\\'`•.\\\ \. \ `' ♦\ \\ \`' r\ \\ \ \ \ \ \ \, \\\,V A FEUD SURVEY. PLANNING BOARD APPROVAL PHASE 3 , J // f'ir / f f Jr t . \ ' ,\\,7\\\ \` , � \ �\ �, \\7�5. \\ • \ '\\ \. ` \�`' \\ \\', y ` `• \ \ \' ` \ \.`,,\, THIS PLAN 15 C-ON51STENT NTH THE ZONING C) oRpNANGE OF THE TOWN OF QUEEPIS&URY 0 W PROPOSED RON ROD MARKERS TO OF SET AT z /// /i, J1/,t /// r ,'Jr//lrf,, , \\\\\\'\ \\\ ,\\\ ,\.\\ ,\ +` �'_y\ ;`` y},, \\ \\ "��\`'\\, \' \,^\\\�`. \♦ ,,\, ,' \`+ \\\ \\ +,'• \`\\ EACH LOT CORNER OR GIANGE OF DIRECTION. ,Q y 7 d F4 y / r , Ji/ '/rr /r ? !///,rrf,;\ \\\\\\\ \\\\\\'\�\ ,\ \\\ \ \♦\ \ \\ \\\ ' ' J \ \' \ \ ' �` ` \ \` \ \\ \\ \ ' ♦ y W y (W vhi Approved Under Authority of F� JJJJ. JJ / / \` \\\\'•.\\\\\\\\'.\ \ \ `/ \\`, \ "\ti \• .\\ \ \\ \\ \ \ PP 1 JJ iJJ /t trrJ r // rffJJ rrfJ +\"\\\\ '\.\`', `,\\\\\``',\\`,\\:\\\ , \\ \\\ \\ \ \.\`'.\``� \ ♦\ \` \ \'\ \ \ y, \ PHASE 2 W a w a Resol ion opted -----____-- 1999 /r \\\'',\\ A � by the la z ng Board of the /ri JJJ//t / ltfL` rtr r ?;;Jr r�ir` ' � \\�;, , �3. � J Jr rj t j/ ;\ / \. PHASE 3 z Town nsbury, New York. \ \ \ \ y 77 Chairman ,(� - r .ff/ • ft, i/ r''/ r' i iJJ � / / /,� /J,r 't////i t /r/i J//! f/ / �r f,r!, �,�yrtrr '\ `� / '4 ! f/ / `" ',!/ /,}Tf/F'ir 99 / '/,' � 78 00 ?ir,�i?,r f/,,','' .J?/J r /r ! r /Jtt /JTJ'/r/ /J/t � j r J f/ / 1r' ? '' �• �•• ' 'I� HIGHWAY DEPARTMENT APPROVAL /r ?• , ., •'rf i /irfr` ,r f�J ffi /J !,rJ r?r' /tJJ /f !t / ! r/,J/ t ,` ! e /J N r t� r f JAC UELINE r r ! /r // ' f/ Jr fir ' /r/,`r !, ?,i r fr;'i / ! / / / r , f !, r z �� PHASE 3 h z 4 . � -,. � % ;'f 'irirr;B/r //i'i '!r 01;,f'/ rJ, Q 'IPi'I `�1,YS 0iAPIPR5`"•.FQr fJi /J f!i //j // / '/J /j,',rl /ffJ'f/J, r f/.// f/ sy fi`f/ J/ ''/r'' I 23 LOTS O F� ` t.OMS ( r ION"y� TrlC 1:1A�A7�$Y5'SE>I{ / f JJJ'r/r •tt�lJ/JJ//,!' w '/,,J// Jj ;rfr� lf' % / r ff !' J Jftr d�j :J%t' /'1J j fr%f. I 79 11 COPY11NO �• t. Sit t' �.4L• 167RIJCTIM ,� J, r f' f ! , t , , i iri i, ?f ' J, r J t, t. I I 98 I "• '� %'rJ JJJ j'rJ 1 JJ t 'Jt r /f t C� /. / r• It.uFl"A;iY Pit nRi".. T. s oo { 4- �.. %Jrr•r , !JJrJ !'. J,t/jJ r . •/J //f /r1r/'t J/fr fj rr`rJlf/ /tJ !/ j 'J /�/'j/' j/// !J I - I 1-1 w 80 I��1 /J/ r/ a+oo SRO ft SETBACK w ��z-- (1/ ( U /, ,'jt /`/ f•J/ / ' !r ''i! /J %/ t � /f//!Jr ///1r/ / ' JfJilrJlJfrJlJ � O /rfr/J77-7-7 FROM RUSH POND C.E.A. ^ 1 NO CLEARING OR DEVELOPMENT IN THIS AREA 0 1�1 I 97 AS PREVIOUSLY APPROVED AND INDICATED ON DATED DECEMBERB31, 1986 BY D.LDICKINSON ASSOCIATES No. to E t/ 4J"i/;lrr J lJi/ ?JJJJJr?i� 81 PROPERTY IS LOCATED WITHIN �iii-iiiiii; THE LAKE GEORGE CENTRAL 'r':i/J/JJ // f/rJtri '`J f i J 'fJ7' i ii;i'fr! I 5 00 / f /, ,• /. / /, EXISTING ,,? irJ/ I SCHOOL DISTRICT ii%�S J'?i rJr ffJ '.''Jri%'t ' iltilrl• r/ r,, on;� PHASE 1 /////j ff! %f%rl, f` `/ ? uwawIrWe�imlafs ! and iJJ/r, rrfJ, r, J! / ?/r I I O �a �1 f!/titJ?r'3 �r' /iJ/r ' Jj rJ ?t/ J %'r ?r! j/fi,rrr / 'llr 4U LOTS /J,rr/J/// / %J/ rr'rr/ © // t/J%�r I 82 l QUEENSBURY CENTRAL ?fr ' • Jr rJ/ fJr ,, ! ?rJJ '`i r rtt/rf///r f J/, rJr f?/,•J I ' ffJ fJ fJ/? 1 f// '', J/ t• /, 'J '% !'/Jff/:'/JrJ/rffj rJ J.'J/fJr/ I ,6100 96 \ O FIRE PROTECTION DISTRICT rr !ii`�f/r,f'�// t! a '1J !J / ,'; f rffrJJ ;J/r/f!JJ JJ �., J Jr" r ''/'J '/'!//,rJ////.r r/ �• �r/J Jr/?r/, I rr/�� J/f'f JJ r , 8,3 \\ LIST OF DRAWINGS w WATER DEPARTMENT APPROVAL /J• // f'i, /r ?. ' /, / / / /J r JJ 3r/' /// / /J JY9 r, /t// I ! , _ , _ • _ coo �' � r�- r //JJ /! r j f / i/ / Jf ////f J//f•, //fiffrlrf�i irf/J/i?ff/rr///iJ// 1 T7 00 \ SP-1 OVERALL SUBDIVISION - PHASE 3 r1 1--i SP-2 FINAL SUBDIVISION PLAN - PHASE 3 THESE PLANS AFtt APPRt?vED FOR CAN3TRUCTttZPv 95 I 1 SP-3 FINAL GRADING and DRAINAGE PLAN - PHASE 3 OF'THE WATER DWRi8M"M SYSTEM-A CAS► MUST B9'0"TEMAN11GCONSTAWYMWORK ;!///rrr,�/ iJfJJ r /'!Jii i' jj '%J,rt j�JriJrr f///J.r Jr , rf�!rJriJ, SP-4 FINAL UTILITY PLAN - PHASE 3 �' a J,ri/ jf/ 1 �rJrJr I 84 ,B l I O /,. / r f /i fjr /J/ fti ///r/// !•`fJr?/ '/// J /r it � /r/i,f,J °° ' �. I SP-5 FINAL LANDSCAPE PLAN - PHASE 3 � adevletionmwtbeEDM J�i r• '' 'i//1JJ;''f!i f//./// J/JJ J///ii ! JrJrrrr '/J f /���' J/!irir fi I SP-6 ROAD PROFILES Any // //rJrr, i / r /f/ / �, by aatW /r JJ Jir J/r r rJ ! tJJrrfr/ ,!/rlrr r?rrrJt, rlfi,f t.?it I 1 SP-7 SITE DETAILS w w by the WaterDepeTbT>teM- Jl,r/ , r, / J, r / /JJ r�,r, // !'Jri fr /rrfJ. J rJJr = 85 86 94 SP-8 SITE DETAILS a O v�k '�'K, �/ I ! � I Jri /rrr f. '`r J/ !/,r //J/,J/Jf!` ! l ri /`.�` J' / f / �•�%!/r f.,� ri t/ r9 I ZLI may\ �'� ,J./,`tlrJ',/ f , ' ', /.'Jr/r•'! % '''Jri%t� /%r /f/, '/fs rl//tr?r �%!` �JrJrf/?� ( rXOO N 93 SARAH JEN DRIVE I Ti�w� a a o NYS DEPARTMENT OF HEALTH APPROVAL /r.// 92 Date.AO27,=9 30 ft WIDE Aar NO CLEAR ZONE ALONG !J/' 91 ` \ , i REAR LOT LINES �'�'!/ 87 I 88 ( 89 ( 90 ,',/f O& NEW YORK STATE DEPARTMENT OF HEA TV J iJ f!' //, •r'Jr f!'/ rJ, frill J/!' /J/irr/t/JJr r//r/! i/JJr// i rJ///. \ I e /� GLENS FALLS DISTRICT OFFICE I I I � for approval date and signatutz ?j!'/ ffJ,i, / /t/ /J,r' f //i.f/JtJ 'Jrr/JrJ/r/JJ/ 't/rr/,'r. `riJ,'r!r 'r'fefrr' I OWNER APPLICANT Refer to Page -�_ r/J/i, /!/ t/J riJ fJr /, •'. it !f?riJ f!!//r/f`r/1J/r //r/rJr !`//r/r,, % /f/ J . I CONTRACT VENDEE �° p ''0� THE MICHAELS GROUP THE MICHAELS GROUP 1810 STATE ROUTE 9 — SFR-1 LC-42A 1810 STATE ROUTE 9 LAKE GEORGE NY 12845 ZONE ZONE ■ ► LAKE GEORGE NY 12845 Sheet 1 of 8 OPK*Y F-1 I 1Z I W � o A I z EXISTING PHASE 1 a¢ z - - - _ I �� a bl S+u N 04'49'50"E 200.00 d I_. ... - - - - - - - G o o + 87lz� I g ,_---'III' o , q. . I3- \0 24 00 o 0.46 acres If) \r4+r 2_Ir4 I.0<rr/7 Do r•rh�rFsqts/,./\2/oo�W r.ro_tiNV 0p ppr�0 C.B. 200.00 r iIII 0z -\3-N 4-19y--III I1I✓I-II -0N1�-%ti(i ii-rI1-% - -- -- _..- `N ` _�Nl ` ;\ F� s� ri 9tixoOrS j p 2O, r o x1Ir o s 6 E i✓/%6 oj/ Az�Wl-Na I \ " \\\ � oLL�WW,Ay r..'y eOrv1�/!FWcm ANS. x88 - 11 w'VwWaLaWWZ^Sl' G�O+ mrm a I s> 20,0q.ft. g aaAWw (: � G HF�"Nz 0.46 acres JACQUELINE DRIVE 0414 U 200.00 N04'49'50'E \ EXISTING PHASE 2 89 211.49 20,001 sq.ft. rn0.46 acres o o p ~to ' � Cno 86 H o I I 21,111 sq.ft. Pq - - - - - - 3 140 0.48 acres > '450"E N0400 dw � -- - - - - - - - - ... _ - _ - - - - - - 00 24,420 sq.ft z z N04'49'50"E 14 0 EXISTING PHASE 1 0.56 acres A210.74 a0 a0 NO CLEAR90 0 46 LOTS ZONE 20,692 sq.ft. n N0.48 acres I� 10 ft WIDE I 00 I� NO CLEAR ZONE z + I I I ALONG REAR LOT LINES N00'02.47"E 21 00 ED1 24,352 sq.ft. N05 0 N00. 73 . acres 1 100.00 100.00 100.00 100.00 90 00 17 -------- --- ---21.09 o W o 78 L 91 , 0 27,191 sq.ft. 0 25,286 sq.ft. 0.62 acres 0.'58• acres 84 x 24,048 sq.ft. o oo 79 L0 ' 0.55 acres 83I j 80 24 652 sq ft.f 20,000 sq.ft. � of : , 11 20,000 sq.ft. Ir q . It i d o 0.57 acres acres 0.46 acres N 0.46 acres 0.46 acres oa 0 00 00 00m' LL - - -- - - - - - - � L ............ ... & 3 > 5 + + ,� 92 9 " ° S O .63 g5. 7 100.00 100.00 100.00 48.71 0p H31 =4 0W0 83 aces S05'15'5 S05'15'50"W EXISTING PHASE 2 r oDRIVE o 9 75.00 N05-1550"E N05'15'50"E -unurr_EAS Mr N05'15'50"E R= 25-00 f o L=71 .49 L-89.47 . . . 4 r'"1. TP. Cd N � 10' TP. 6• �P 0 47,863 sq.ft. ... _ u 90 1.10 acres o 42,945 sq.ft.98 o o 0.99 acres 94 46,986 sq.ft. 0) 1 95CS 96 o 430,440 sq.ft. t 28,345 sq.ft. .0acres °'• w rD 0.70 acres 27,674 s 0 . , . q•ft. , �a:��ImaQ.a• �rf0 o Noo'2650 W z 0.6 0(o 00 ' 0 p45e4- a 0.74 acres 4 acres I 0 1 5 5"E_ 2 4.NOS155 10050 8500i 65.00 to 7.2 �e \3j \ 91 �i `L 6320" � / 90� N6'0a _/ 00o 12� 51 51.00N 00z45 167.72I.P.F.P.F. 177.36 167.20 162.17 138.38 261.29 161.92 S05'1550 W S05'15'50"W S05'15'50"W 30 ft WIDE 500 t SETBACK NO CLEAR ZONE FROM RUSH POND C.E.A. ALONG REAR LOT LINES NO CLEARING OR DEVELOPMENT IN THIS AREA AS PREVIOUSLY APPROVED AND INDICATED ON A "MAP OF A SUBDIVISION KNOWN AS LEHLAND PARK" SHEET No. 1a Scale: r50-W DATED DECEMBER 31, 1986 BY D.L.DICKINSON ASSOCIATES Data Ap 27,186 NEW YORK STATE DEPARTIMENT OF HEALTH North NMOTES: GLENS FALLS DISTRICT OFFICE � SH 50 1. PERIMETER AND C.E.A. INFORMATION TAKEN FROM LANDS OF MAP OF A SUBDIVISION KNOWN AS LEHLAND PARK GREAT ESCAPE THEME PARK, LLC Peter, to Page, 5�4 for approval date and signature SHEETS 1A & 1B BY D.L. DICKINSON ASSOCIATES DATED DECEMBER 31, 1986 2. TOPOGRAPHICAL AND LOT GEOMETRY INFORMATION ONLY BY VAN DUSEN & STEVES LAND SURVEYORS, LLC. Sheet Z Of H A EXISTING PHASE 1 — — — T — — — — — — I � 504 aw ATCh1NSC�1 'O BASIN EXISTING Z m gry t / CATCH BASIN i : 24+24.07 — j I f W O a4F i I I l I 502� y II 1 EXISTING .04 CATCH BASIN { I m W �. 0.4 � 1 9 I I s t O t 88 " z wz z 18 1 m m JACQUELINE DRIVE � 00 m m m I � / f r Icn mm EXISTING PHASE 2 I / 89 \ 50& �6 .,� \ �/ 1, ,,- 1 f` �, � / w z v V O Hy z 56 / t E m m m 5os \ r \ I EXISTING PHASE 1 \ /+ 77 " / w A 46 LOTS " // Nq CLEAR ZONE 10 ft WIDE CLEARNO ZONE \ 00 / i — 06 21 p-t� ALONG REAR LOT LINES It SHED g5 i ————— - X r�l — ^--------- ---- ---------- ------L-- ------ -- 1 / b r 20 ft WIDE s� t 91 \ h`l f NO CLEAR ZONE ; CONNECT TO t EXISTING CAPPED 9K f \ HDPE at 90+50 °o ., 1 /`c♦` , FINISHED LOT GRADE` / Y` sx ••�•�,._ _ _ / D 22 713 .00 G s I 100' INFILTRATION y p t TRENCH — EACH 83 g2 / 81 80 79 DIRECTION 6" PERFORATED HDPE 1�'1 w w 9 2 _ INFILTRATION LTRATION TRENCH O I 00 _ 00 V1 �__ s EXISTING PHASE o MP SARAH� JE o DRIVE ow zo~ s0-4 n sa3at ` LOT GRADE �. DW 19 r ELEV / 99 doe.- FINISHED ~ I� _ _ 0 FENCE T CON f y' SEE NOTE O A 94 r 1-� SEE NOTES�,./ f _ _ r _ y ~` 1-4 Ile — ———— -————— ————— — --~---...,n,�-- — -------- ------- / / l ( /'r -- _ 1 500 ft SETBACK .. _ 30 ft WIDE V� r f y FROM RUSH POND C.E.A. f 1 t f 460 ` ♦, NO CLEAR ZONE \. NO CLEARING AND DEVELOPMENT IN THIS AREA ALONG REAR LOT (LINES I ✓ \ + AS PREVIOUSLY APPROVED AND INDICATED ON A "MAP OF A SUBDIVISION KNOWN AS LEHLAND PARK" SHEET No. 1a DATED DECEMBER 31, 1986 BY D.L.DICKINSON ASSOCIATES Dale:April 27,IM North Review Jule 14,1999 496 500 502 NOTES 498 502 500 500 460 1. PROVIDE SEDIMENT CONTROL FENCE ALONG LOWER EDGE OF CLEARING FOR DEVELOPMENT GRADING FOR EACH OF LOTS 98 AND 99. NEW YDRK STATE OEf AOTMENt Or HEAM 2. GRADING OF ALL LOTS AND BUILDING SITES SHALL BE GLENS FALLS QISTRICT #ICE DONE IN CONFORMANCE WITH TOWN OF QUEENSBURY S 1p — 3 Refer to Page 1� 4 for approval date and Slina`tu `e SUBDIVISION REGULATIONS, SECTION A183-25. Sheet 3 of 8 31 WATER SYSTEM NOTES PERCOLATION TEST INFORMATION TEST PIT INFORMATION 1 1. ALL WATER MAIN INSTALLATION TO BE PTA 40 SEC.a # #9 0-6" TOPSOIL A I E�S}NG HYDRANT IN CONFORMANCE MATH THE STANDARDS PT#8 32 SEC. 6-60" FINE AND MED. SAND #16 0-4" TOPSOIL I EXISTING PHASE 1 OF THE TOWN OF QUEENSBURY WATER DEPARTMENT. 60-72" MED. SAND 4-24" FINE SAND Z I CONTACT THE WATER DEPARTMENT PRIOR TO PERCOLATION TESTS #A THROUGH #B 24-50" MED. SAND 154 -- I COMMENCING ANY CONSTRUCTION OF WATER UTILITIES. PERFORMED BY VANDUSEN & STEVE$ ON #10 0-8" TOPSOIL 50-75' MED. SAND W/STONES I ^' ft FEBRUARY 19 & 20, 1998. 8-54" FINE SAND 54-96" MED. SAND #22 0-6" TOPSOIL i - E - 6-45" FINE & MED. SAND Ex1sTNGs SEPTIC SYSTEM NOTES #11 0-,0" TOPSOIL 45-114" MED. SAND DUCTILE IRON 10-25" DOMINATLY MED. SAND _ WATER MAIN 1. PRIOR TO ISSUANCE OF A BUILDING PERMIT, A 25-109" SAND AND GRAVEL #23 0-7" TOPSOIL L_ _ C.B. PERCOLATION TEST MUST BE PERFORMED AT 7-72" SAND _ I THE PROPOSED SEPTIC SYSTEM LOCATION #12 0-6" TOPSOIL 72-120" COMPACTED SILT/FINE SAND O FOR LOTS #55 THROUGH 59 AND LOTS #94 6-48" FINE AND MED. SAND I W ` n�8TgT 87 i : C.B. _ _ THROUGH 100. ANY LOTS WITH A PERCOLATION 48-85" MED. SAND #26 0-6" TOPSOIL 41 - w 6-36" FINE & MED. SAND _ ~ RATE FASTER THAN ONE MINUTE WILL REQUIRE #13 0-5" TOPSOIL 6-36" " COARSE SAND A MODIFIED FILL SYSTEM AS SHOWN ON 5-30" FINE AND MED. SAND I • 24+z4.07 DRAWING SP-12. F Ilr I }............. \'� I 30-95" DOMINATLY MED. SAND Tp-9 -- z oa I O C B \ , #14 0-7" TOPSOIL TP#A 0-9" TOPSOIL I W `4. F 7-25" FINE SAND 9-31" LOAMY SAND _ 25-35" FINE AND MED. SAND 31-66" MED. SAND I 35-90" MED. SAND 66-76" MED. & COARSE SANDS i tir #15 0-7" TOPSOIL TP#B 0-10" TOPSOIL TF I 7-72" VERY FINE SAND 10-31" LOAMY SAND I CONNECT TO EXISTING v CAPPED PIPE \ 72-97" COMPACTED SILT 31-78" MED. SANDS I a" ►� ~ T^ " PQ t l vl YY PEMSTING I 18 \ W '— - w - - - -- - wHY-DRANTE 88 w TEST PIT NOTES 4 ti I I 1. TEST PITS #9 THROUGH #28 TAKEN FROM " MAP OF LEHLAND PARK" � z W z �+ z JACQUELINE DRIVE DRAWING #3c, JANUARY 27, 1987, PREPARED BY D. L. DICKINSON / a 3' 'oo / W w ASSOCIATES. 2. TEST PIT #A THROUGH #F WERE PERFORMED BY CHARLES H. MAINE ON FEBRUARY 18, 1998. Cl)E / .I 3. NO LEDGE OR INDICATION OF SEASONAL HIGH GROUNDWATER WAS OBSERVED ; � 89 EXISTING PHASE 2 86 ' � CIO , _ a I 2x oo I I I I EWf V 3 C42 > W b i I / "I j o W 1 I EXISTING PHASE 1 // 26 77 /' w PQ so i I 46 LOTS / 9O ._- i- } ' V I I /� // NO CLEAR ZONE 10 ft WIDE i z, oo I NO CLEAR ZONE I / S i I COT GRADE 85 SHED ALONG REAR LOT LINES \ / ` Y E V 508 veP, I I � / ss � (I — ————————— ———— ----- ---------- ————————— k f y l „� 20 ft WIDE.,— 91 NO CLEAR ZONE \ -CONNECTT / ss ` CAPPED 6" M ! sx BOO EXIsnNr; 2�ao , \ P zss AI '. FINf,S4E LOT' GRADE ELEV 507 O �\ TP-A 'ow TP-11 PT-A 84', / r V l °° 92 s NEW HYDRANT NEW HYDRANT - _ CD' ? ASSEMBLY < . - - - . - ASSEMBLY O t - - � LINE VALVE c.__ � _ � TP-16 - , �5 a g -. _ %°° ool O HP a SAR JEN,o DRIVE Dw 2a o 93 �` 5.3, — 1 EXIST P �� _ o o oW ,s HASE Dw s -�---- _ � N EXISTING _ N' e FINISHED LOT i ® TP-14 / —� GRADE ELEV 502Eml cod ' _ - TP-13 - - 94 _ _ _ _ _ , 1 _ - TP-12 - - - - - - - - - - - P ~ • 95 - -+ 98 , —� f _ /. _ - 1 - --- PT-B T \ / 1-4 -- \ Y - - - � J7 ! 11.4 I.P.F. i ENT OF HEALTH z �r , NEW YORK STATE DEPARTM _-- " - - I 500 ft SETBACK � 30 ft WIDE _ i � � I r i FROM RUSH POND C.E.A. ATE: 2 NO CLEAR ZONE - 46G Glens ��°� hlaw york D ` ` , ALONG REAR LOT LINES NO CLEARING OR DEVELOPMENT IN THIS AREA AND INDICATED ON - - t � AS PREVIOUSLY APPROVED A r� -711� is to,certify that the proposed ar,angement for water supply and i A "MAP OF A SUBDIVISION KNOWN AS LEHLAND PARK" SHEET No la _ a aordance with plans sewage disposal for this realty sC1,, v: n r DATED DECEMBER 1986 BY D.L.DICKINSON ASSOCIATES 3ceJe� T on file m tF office of the State L o i nerd of i Icaffh are hereby 31 approved. Consent is hereby glvcn to .'170 Ping or the map on which 500 1 Dates this endorsement appears in the office of the County Cicfl ivy accordance Jpo North with the provisions of Section 1117 of the Public Health Law and 7I#ESE A APPROVEQFOR CONSTRtJCTtOPf 500 Revue .AJne 1994> Section,1-7-1505 of the Environmental Conservation Law. OF>wE WATER DISTRIBUTION SYSTEM-A COPY 460 RE, UM BE ON SITE OW NG CONISTNUCTIM WORK o.devml in"in amo,iSP - 4 Sheet 4 of 8 NOTE, THE LOCATION OF TREE PLANTING SMALL BE COORDINATED W WITH THE UTILITY COMPANIES AND FIELD ADJUSTED AS NECESSARY. PLANT L 15 T IT 15 THE RESPONSIBILITY Of UTI TY LOCATIONS PRIOR TOPLMIGONGTRAGTOR TO VERIFY THE NOTE 5. A COMMON NAME QUAN. SIZE REMARKS 5YM BOTANICAL NAME 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM EXISTING PHASE 1 TREES SKINNG AND FILLING AROUND BASE. '7"-y EASTERN WHITE PINE O 3 to 5 ft B B 2. THE CONTRACTOR SHALL INSTALL 2" TOPSOIL min IN LAWN AREAS AND 9' TOPSOIL PINUS STROBUS 5M* AGER SAGGHARUM SUGAR MAPLE O 2.5 - 3.0' GAL B 8 N PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING -_.........__..-_ AND 50L AMENDMENTS. �_ ! '•. SA* FRAXINUS PENN. LAN. SUMMIT SUMMIT ASH O 2.5 - 3.0' GAL B + B 3. AREAS VINDICATEDM . A5 LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL -5 - - ' ' - - RO* QUERGUS BOREALIS NORTHERN RED OAK 11 2.5 - 3.0" GAL B t B OR APPROVED MIX. AT A RATE OF 5ba PER 1000 *f. STARTER FERTIRER (S-SO-S) T ;' --... ,,..... AT 40 Yn. PER 1.000 of AND MULCHED WITH STRAW OR HYDROSEEDED. ;. `r,S * THE DEVELOPER MAY SUBSTITUTE BETWEEN THESE PLANTS DEPENDING ON AVAILABLIUTY AT THE TIME OF INSTALLATION. C.B. U] - ..,. 4. PLANTING 50L FOR BACKFLL OF NEW PLANTS AND PREPARATION y 1 ��� •' O -- OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL PART COMPOSTED ' • A V - II I \ MANURE. 1 PART PEAT MOSS AND 5-10-5 FERT'LIZER AT 1 Ib per 20 *f. C.B. 137 5. MULCH FOR TREES AND SHRUBS SMALL BE COARSE SHREDDED BARK w ! I ' FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. 24+24.07 G. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK. I v W Yf .01 FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. I ! t 5 ' Q 24 oo C.B. _ 7. THE CONTRACTOR SHALL INSTALL ALL PLANTING INSTRICT ACCORDANCE WITH ! -- _ - THE STANDARDS OF THE AMERX:AN A550GATION OF NURSERYMEN. ALL PLANTS SHALL BE GAURANTEED FOR A PERIOD OF ONE YEAR. TA o a o o 1 ! L) H w N N w z TF i! t z it it 88 x wz � z t � m � a ! w o-�. ;N w° _ JACQUELINE DRIVE � ! ' m m 23 00 I \ ! I G! U A C7 ' 1 EXISTING PHASE 289 c� w i 1 E ii II E 86 \ i 1 F : li ! ! I ! � 22 00 Z zv t y y �T yp 4 . w V[ EXISTING PHASE 1 77 w w a ! I 46 LOTS > A 10 ft WIDE -9 0- � ! i I NO CLEAR ZONE z, o� I E -_ SHEDALONG REAR LOT LINES I t I I t ii 85 ' � i il_ II � E ! ! l t ! i j ! . ! 1 � i I , i � � � � i 1 ! i i 1 � �{, II I ! E: _j ! !• q ' ENSTING TREE LINE 20 ft WIDE a NO CLEAR ZONE / °s 91 9% 2 RO ?s 78 1--1 co 84 a U� 83 82 / 81 80 79 x_ fy.. cr � - OUSTING \ oo a 2-Ro l CTREE LINE a 9 2 CLEARED AREA EXISTING / O 2-Ro --- — - TREE LINE — _ _ _2-RO_ + + EXISTING PHASE 2 F Z 1 RO PROPOSED \ tzin _ _ o TREE LINE \�o ✓ Y` Y Y - v o o S H✓ dEN� DRIVE o k t �--- 93 - � W ..... - - -PROPOSED : - _ ' V1 TREE LryE' 94 95 96• 97 98 Q -- - - 7w,7 30 ft WIDE - K - — - ' 500 ft-SETBAC NO CLEAR ZONE' FROM,%RUSH POND C.E.A. -' NO CLEARING'Off DEVELOPMENT-'IN THIS AREA - REAR LOT LINES - � -- _ ALONG ! SLY' PROVED' AND INDICATED ON . - g� p � W-0• AS 'MA SAP RK" S Na,. 1a EVI`OU PRO i P OF��A , UBOIVI,SION K OWN AS ,LEHLAND PA BEET DATED DECEMBER $1,'1986 BY b.L.DICKINSON ASSOCIATE Date;April - North i SP - 5 Sheet 5 of 8 10'-0' O.G. MAX. W - o Z �^ AREAS RESTOREV TURF U. , p SCALE J� yC DRIVEN MINIMUM 1G' INTO GROUND II—III I - I1= = SILT STOP Fo ❑ 1i i=rl EMBED IN GROUND I 8' MIN. ❑ ❑ ❑ ❑ ti, .`:• G PLAN . _ MACHINE BACKFILL W/ NATIVE MATERIAL COMPACT SOIL BACKFILL SWALE EXCAVATE TRENCH WIDTH IN 1'-0' LIFTS ¢ MINIMUM WIDTH EQUAL C4' MAX. SIZE) Oyu TO PIPE PLUS 2.0 FT. TO 95Z MODIFIED PERSPECTIVE PROCTOR C2) 2'x2'x3' STAKES OVERLAP ENDS EACH BALE C/2 r BALED HAY OR STRAW N W DRIVEN 1G' MN INTO GROUNDX E F V2 FINISHED GRADE ?° z �^ O SELECT GRANULAR MATERIAL C100% z t O O _ PASSING 2') TO 18" ABOVE PPE, a z W z z N SILT 570P FABRIC HAND BACKMLL. G' LIFT. FLOW EMBED G' MIN IN GROUND 41 �y m UNDISTURBED GROUND SMOOTH INTERIOR WALL MDPE BEDDING 6' DEPTH. W p a HANCOR MI-Q OR EQUAL SAND. GRAVEL OR u u u CRUSHED STONE CTO 1-1/2') SECTION A z STORM PIPE DETAIL SEDIMENT CONTROL FENCE FLAY BALE DAM - CHANNEL FLOW rn NOT TO SCALE NOT TO SCALE NOT TO SCALE C1+ rn H Hrz-� rA U PROVIDE SILT FENCE AROUND CATCH BASH C W HEAVY DUTY PRECAST COVER r/EGGENTRIG AND FILTER FABRIC UNDER COVER V H HOLE. USE ROTATION OF COVER TO ADJUST UNTIL PAVEMENT 15 PLACED AND GROUNDCOVER m v C5 tE Of GRATE V TO MATCH OF WING SWALE HAS BEEN ESTABLISHED N R.O.W. d z W HEAVY DUTY MANHOLE FRAME + GRATE EROSION + SEDIMENT CONTROL NOTES w w a U u QUEENSBURY WING STD. BY LAPAN FOUNDRY 1. BEFORE ANY CLEARING OR GRUBBING OF THE 51TE 15 INITIATED. AND DURING A EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM d WING TRAVEL LANE MAX. 6' BRICK + SWALE$ AND DITCHES AND AS INDICATED ON THE PLAN. SWALE MORTAR ADJUSTMENT 2. SEDIMENT TRAPS SHALL CON515T OF HAY BALES PLACED TO FORM A ,tASPHALT ROADWAY WING SWALE PERVIOUS BARRIER IN THE SWALE OR DITCH. BACKfILL WITH NATIVE �' SOIL + TOP50L 3. AT LEAST TWO WODDEN OR METAL STAKES SMALL BE DRIVEN THROUGH EACH BALE 8g5p TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU COURSE OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS. 4. AFTER EVERY STORM EACH SEDIMENT TRAP SMALL BE INSPECTED FOR FAILURES OR 0 0 -� p CLOGGING. AND ANY FAILURE OR CLOGGING SMALL BE IMMEDIATELY CORRECTED. 0 o Cg o O o 5. ALL BARE EARTH AREAS SHALL BE 5EEDED AND MULCHED AS SOON AS 15 POSSIBLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SMALL BE PACT BAGKFILL IN6' DIA. PRECAST � SEEDED AND MULCHED BY OCTOBER 1st. tEMPORARY RAPID GROWTH COVER S TO 51T PROCTOR7 CONCRETE DLER OR CROP55. SUCH A5 ANNUAL RYEGRA55 MAY BE USED FOR TEMPORARY SURFACE ELL DENSITY FORT EQUIVALENT OR G• DIA, 5TABIUZATION. EQUIVALENT O FILTER FABRIC G" 0 PERFORATED PIPE N G. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES. INCORPORATING SEDIMENT INFILTRATION TRENCH CSEE DETAIL) TRAPS. SMALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER H 0 AT LOCATIONS AND TO GRADES GRA55E5. OR WHERE FILL AREAS ARE EXTENSIVE. r^ ad AS SHOWN ON THE ROAD PROFILE. 7. NEW SWALE5 AND UNLINED DITCHES SMALL INCORPORATE MATTING OR NETTING #2 CRUSHED 5TON V 1 1 � � o Q LINE EXCAVATION WITH OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2%. ALL 5WALE5 AND CIS1 FILTER FABRIC BEFORE UNLINED DITCHES SMALL BE SEEDED WITH REED-CANARY GRA55 FOR FOURC43 ,G PLACING STONE FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE. AT A RATE OF 25 � 8" EQUALIZATION PPE O� POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE MULCHED WITH PERFORATED PPE STORM SEWER TO ADJACENT DRYWELL E O O O` STRAW IMMEDIATELY. SEE PLAN FOR SIZE o 8. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN STONE FILL SMALL CONFORM TO EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF e' DIA. NY5DOT STANDARD SPEC. SECTION PRECAST CONCRETE FOOTING T 703-02, COUR5E AGGREGATE TYPE 3 THE $01E AND WATER CONSERVATION SOCIETY. w INFILTRATION TRENCH COMPACT N 8' LIFT 0 DRYWELL DETAIL NOT TO SCALE NOT TO SCALE rT,� F+ 0-4 W <G A N 50'-0" RIGHT OF WAY cn cO 50'-0' RIGHT OF WAY 11'-0" 24'-0" TRAVEL LANE 2'-0„ 24'-0' TRAVEL LANE 2,_0„ 3 1/2" ASPHALT CONCRETE O 10' UTIL. EASEMENT -2- COMPACTED BINDER NY5DOT ITEM 403.13 TYPE 3 3 1/2' ASPHALT CONCRETE -1 1/2" COMPACTED TOP NY5DOT (ITEM 403.1G TYPE G -2' COMPACTED BINDER NY5DOT ITEM 403.13 TYPE 3 4'-0' G'-O' 8'-0" 8'-O" N -1 1/2' COMPACTED TOP NYSDOT ITEM 403AG TYPE G 3 rT�, G" TYP. a 1 12 _ _1 1 6/fT. MAX. 6' TYP. GRADS 3 -- -----y ALLOWgg� SLOPE CIOz) 1/4' /FT. 1/4' /fT. 1 � MN. ALLOWABLE " ---- - — -- --` SLOPE C2Z) / ELECT.. CABLE TV ^ / TELEPHONE + GAS O O' BASE COURSE - MINIMUM DEPTH V 00 PAVED WING-TYPE SWALE COMPACTED SUBBASE 12" NY5DOT ITEM 304.05 DRYWELL - LOCATIONS 1 INDIVIDUAL DRIVEWAYS SMALL BE TYPE 4 TO BE COMPACTED IN TWO LIFTS So", as noted 0i A$ SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION ` alb AQC1 19l�8 in COMPACTED SUBBASE (SEE DETAIL) AT TOP OF WING. IN NO CASE SMALL PAVED DRIVEWAYS BE ALLOWED TO CUT OUT WING-TYPE WING SECTION Of PAVEMENT. SWALE BASE COURSE - MINIMUM DEPTH 12' NY5DOT ITEM 304.05 STORM DRAIN PPE TYPE 4 TO BE COMPACTED N TWO LIFTS AS SHOWN ON THE PLANS WATER MAIN TYPICAL ROAD SECTION IN GUT + FILL OVER 3 FEET `W YGLENS FALLS ORK STATE ED S DISTRICT OFFICEPARTMENT OF EALTN s P _ I'7 TYPICAL ROAD SECTION NOT TO SCALE NOT TO SCALE Refer to Page S1� `G' for approval date and signature Sheet 7 of 8 GRADE AT UNPAVED ;.--r-0• s•-o•- VAREs (�K*d'a'4Mio CONCRETE HORIZONTAL FITTINGS AREAS RESTORE TURF t y 4� _ NEW HYDRANT A59EMBLY p 60 2' WOOD BLOCK ( ) - T- PER QUEENSBURY WATER Z a \, ,•. >\,!`.• BEARING AREA SQ. FT. DEPARTMENT STANDARD. (� PIPE TEES. PLUGS. �� -1�.= q (INCHES) SMALLER 90' BEND CAPS AND FINISH GRADE 6" O SIZE a o HYDRANTS yl GONCRETE °. v. �bl RL1GE ao n ° l VALVE BOX . 8" 3 5.5 4 AND / A' a SMALLER MACHINE BACKFILL W/ HYDRANT DRIP NATIVE'�� COMPACT BEARING AREA I '�r 1K2 GRU5HE0 STONE ON UNDISTURBED BEARING EXCAVATE TRENCH WIDTH N 1'-O' LIFTS MINIMUM WIDTH EQUAL (4' MAX. SIZE) AREA BEARING NOTES- AREA PIPE PLUS 2.0 FT. TO 95Z MODIFIED 6' M.J. GATE VALVE-NR5 5'-O' MIN. COVER AREA THIS SCHEDULE 15 BASED ON 200 PSIG O PROCTOR CONCRETE INTERNAL PRESSURE AND A SOL u BEARING CAPACITY OF 5E TION 00 L BEND DEAD END TEE CONCRETE SMALL CONFORM TO THE Q W TER MAN REQUIREMENTS OF SECTION 5(X) CN• n M.J. TEE NYSDOT STANDARD SPECIFICATIONS. _ AND SMALL BE GLASS B. ��.• ° TYPICAL THRUST BLOCK DETAILS SELECT GRANULAR MATERIAL C100R . y O FA55NG 2') TO 18' ABOVE PIPE. err. : •• k NOT TO SCALE HAND BACKFILL, G' LIFT. r.ct:s :• - _ ` -t-- . - .. ,�;� PIPE LEAKAGE TESTING 6 � ?: ° ° ° o €'�r,, ^fir � :'f-' ,`��.;,r{, � O � O U � l WATER MAINS SHALL. BE WATER TESTED AT 1.5 TINES DESIGN PIPE BEDDING G' DEM. '�;,, H 00 a w WORKNG PRE55ME FOR A MINIMUM PERIOD OF 4 HOURS. SAND. GRAVEL OR \' ,' LEAKAGE SMALL NOT EXCEED THE LIMITS SET BY AWWA CGOO. CRUSHED STONE CTO 1-1/2') WATER MAN SHALL BE FLUSHED AND DISINFECTED N ACCORDANCE CONCRETE BLOCKING Ewi w zi w w M.J. ANCHORING GCXIPLNG POURED AGAINST �-r �•"� a WITH NEW YORK STATE DOH STANDARDS PRIOR TO PRESSURE TESTING. i. AT CONCRETE WALKS AND GUtBS, SAWCUT M.J. ANCHORING PIPE UNDISTURBED EARTH U o Z 0 EDGES AND REPLACE TO MATCH EXISTING. a z w z z PIPE EXCAVATION + BACKFILL DETAIL TYPICAL HYDRANT IN5TALLATION w NOT TO SCALE NOT TO SCALE on - EXIST. GROUND FINISHED GRADE ACCESS PLUG y( EXIST. GROUND ADJUSTABLE I'�1' N GRASS AREAS VALVE BOX FLUSH WITH PAVEMENT ,,e,Y{, fir ��/�< '\ ", \� •,.� `N. :� � T h<V I �} w VALVE BOXE =O w z Vl plc+ H N p TOP CASTING R7 GATE VALVE WITH '3 w 9 NON-RISING STEM VARIES Zi CORPORATION STOP SERVICE BOX Q C4' MAX.) M.J. GATE VALVE d (} o is CURB STOP I I I z ti 2-ik4 GARAGE �1 WATER LINE ►ti • TO HOUSE HOUSE .� s"' I CONCRETE EXISTING MAN WATER MAW TYPE K COPPER TUBING SOLID GONG. BLOCK 4 MIN. NOTE, VALVE BOX 15 NOT TO REST ON 3/4' FOR SERVICE LESS THAN OR EQUAL TO TCa OR C.I. FOOT FECE NOTES: VALVE OR PIPE LINE. V FOR SERVICE OVER SOD' AS REQUIRED NEW TAPPING SLEEVE TIGHT JOINT 4" PIPE 10'-0" 1. TILE FIELD TO BE 100' OR MORE FROM ANY ON SLOPE OF 1/4" /FT. MIN. 20'-0" FROM BASEMENT WALL LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' CONNECTION TO EXISTING WATER MAIN TIGHT JOINT 4" PIPE MIN. I OR MORE FROM ANY WATER LINE UNDER PRESSURE. VALVE INSTALLATION DETAIL GURB STOP WITH BOX ON SLOPE OF 1/8" /FT. SEPTIC TANK SEE NOTE 5 NOT TO SCALE NOT TO SCALE 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION NOT TO SCALE IPE, OR SCHEDULE 40 PVC WITH CEMENTED BOX, USE DUCTILE OR CAST IRON PJOINTS. TILE FIELD O DISTRIBUTION BOX GRADE 1/8" /FT. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE (SEE NOTE 4) I AWAY FROM SEWERAGE SYSTEM. 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL v ` 10' MIN. DISTRIBUTION PIPE WITH CONTOUR LINES. PROPERTY SEE NOTE 5 10' MIN. LINE 5. FOR RAISED ABSORPTION TRENCH SYSTEMS SEE NOTE 5 HORIZONTAL SEPARATION DISTANCES SHALL BE MEASURED FROM THE EDGE OF THE FILL. RECOMMEND ALL ACCESS ABSORPTION TRENC41 t CLEANOUT OPENINGS CONCRETE OR STONE CSEE TYPICAL DETAL) APPROXIMATE BE RAISED TO 6' BELOW FINISH GRADE FINISH GRADE. MgU p OOVVERAU- SEED GROWN 5EWAGE DISPOSAL LAYOUT f i 1 `1RECOMMENDED. u 4'-0" AND SLOPES _ NOT TO SCALE r^ O V 1 INLET BAFFLE 12' MN. COVER OVER WASTE SEPTIC TANK SEPTIC TANK DISPOSAL FIELD E ALL srRucTlEs ' ® ® BEDROOMS FLOW (MIN, CAPACITY MINIMUM LIQUID TRENCH LENGTH W1 DISTRIBUTION BOX 6' MIN. d• _ SEE NOTE 1 PERCOLATION RATE MINUTES BY FORT MILLER OR I- � 2a Mw. ( > G.P.D. GAL.) SURFACE AREA(S.F.) (MINUTES) w [E�]' 3 EQUAL _ - SEE NOTE 3 & 4 ( ) 1-5 6-7 8-10 N-15 16-20 21-30 A MN. SLOPE LIQUID LEVEL '' 1 _ 2 260 1000 27 108 130 145 162 186 217 1/4' PER FOOT O EXCAVATE EXISTING 501E MAXIMUM SEASONAL HIGH J MR SLOPE GROUNDWATER ELEVATION 1/8' PER FOOT PRIOP FO FILL PLACEMENT 3 390 1000 27 162 195 217 244 279 325 "C77 W ,�° 00 ALL OUTLET INVERT$ �'/•� CL�, SEPTIC TANK 00 Om°a��PEA TO BE SET AT CAREFULLY SELECTED FILL MATERIAL. WELL GRADED LOAMY SAND. 4 520 1250 34 216 260 290 325 372 433 1/1 O EXACTLY THE SAME OR WELL GRADEDLOAMY SAND GRAVELS. CONTAINING A MINIMUM OF r~^ BY FORT MLLER 5 650 1500 40 270 325 360 406 464 542 w V1 GRAVEL ELEVATION. 107. SILTS OR CLAYS. NO ORGANIC DEBRIS. AND NO Soup OBJECTS OR EQUAL INLET OUTLET D15TRIBUTION BOX (USE OF SPEED LEVELERS LARGER THAN 3" DIAMETER. IN PLACE PERCOLATION RATE OF 3 TO 0 BAFFLES NOT TO SCALE ENCOURAGED) 30 MINUTES. COMPACT FLL IN 12- LLIFTS WITH LOW GROUND PRESSURE 6 780 1750 47 325 390 433 488 557 650 TRACK MOUNTED DOZER OR LOADER. 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE 44 E INSTALLATION OF DISP05AL FIELDS MODIFIED FILL SYSTEM DETAIL NOTES: CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN 0 p, 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. GARBAGE O 3�� 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, NOT TO SCALE GRINDERS ARE TO BE CONSIDERED EQUIVALENT TO ONE ADDITIONAL BEDROOM. � 9 AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FOR U5E WHERE PERCOLATION RATE ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN 500 FT, MINIMUM 2x WIDTH ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND OF EX15TING SOIL5 I5 LE55 THAN 1 MINUTE. WI1H 3.5 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND W CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. SHOWER HEADS. 5. FOR MODIFIED FILL SYSTEMS, REQUIRED TRENCH LENGTH IS TO BE BASED MAXIMUM 4x WIDM 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS ON IN-PLACE PERCOLATION RATE OF FILL MATERIAL. OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, SEWAGE DISPOSAL SYSTEM SIZING W THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED `� PROVIDE 3' SAND OR ��� 0 p000 AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN 1� SMEARED SECTIONS OF TRENCH. PEA GRAVEL UNDER TANK 5EPTIG TANK 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED 2"-0'" 4'-0" 2•-0" BUILDING PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL 15z MAXIMUM NOT TO SCALE BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND OR055 SLOPE OTHER WASTE MATERIAL IN THE STONE AND PIPE. OVERFILL TO ALLOW ON SLOPED SITES 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO TIME FOR SETTELMENT 5EPTIG TANKS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT BARRIER MATERIAL CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL IBE LAID 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES. �� � 18' MAX. STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE EARTH '1= AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL 6•' - 12•• UNTREATED BUILDING PAPER. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FILL OR GEOTEXTLE. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL FIELD. 2' MN �O OO G• MIN. Scale; as noted GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS 7. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED 2" MIN. 4' PERFORATED �o°o SLOPE". 00 O�✓ ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS UNDER PAVEMENT. LATERAL 00 �t9 1 NECESSARY TO ACHIEVE A STABLE FOUNDATION. pD0 121, MN. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY i9 oDOo 3/4' TO 1 1/Z' dQO� 0 pQ� CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. �,r / 4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERIES ARE REQUIRED 6'-O" CRUSHED STONE oONoEoa 4' PERFORATED PVC, LATERAL FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. 24" MN SLOPE'1/1G'-1/32' PER FT. NEW YORK STATE DEPARTMENT OF HEALTH 5, ALL JOINTS MUST BE SEALED. NOTESs GLENS FALLS DISTRICT OFFICE MAXIMUM 5EA50NAL HIGH - 1. END OF ALL DISTRIBUTOR PIPES MUST BE GROUNDWATER ELEVATION PLUGGED UNLESS INTERCONNECTED. RefeFtO PZgB S 2. ALL LATERALS TO BE OF EQUAL LENGTH. for approval date and $I�f12tllf y,� SP - 5TANDARD ABSORPTION TRENCH 5EGTION STANDARD A55ORPTION TRENCH PROFILE U NOT TO SCALZ Sheet 8 of 8 NOT TO SCALE