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SHALLOW CREEK SUBDIVISION 1 OF 10 A m 0 A � 2 DO f A Z i O � m Z 0 S783909E BONNER 5 . 0+00 D R I V E zoo LOT 9 _ zoz- ,o zoo LOT 11 o LOT 13 - - -- Ui 1+00 2oa � N n - Iss LOT 15 LOT 17 LOT 19 LOT 21 LOT 23 � -- -" , ' I - 202- LOT 25 zoo N; LOT 27 LOT 29 19a - - - - 'p z LOT 31 LOT 33 QW -\a2 o LOT 35 Ise IN �, o m LOT 37 m In _ O 121.08' 80 B Iso I - _ 120.00' " 7— so S7839'10 E m ? 2+00 _T' - - - —�_ _ 120 00'- Isa I i LOT - 169 .r-_-z�- , 1 23B.96' Ix _ _ . _ -- - na o xW I BUILDING LINE N3577'10 E m y 12,251 -SQ. FT. Ww �O �� ++ —� �= 1037425" 34.3Ty , -- - ° to p h o La c� c) — R= 63-00' 7 - - ns 1600.00' /ea '° l � laz + , o ``� o = .h vWr� LOT 5 0 o rWn , T= 79.78' / ,' , --»_ _ - - - - - - - - _ ` o\ Boa p. '°e �p 0 w 0= 897830 p LOT 3 $ = N roo '12.239 Q. h o o -- — - — na u - u a o L a S FT. °j LOT 7 L = 113.70' e2' 999.96' 19� - _ ti R=,13.00' -- Z 12,239'SQ. FT. a �, O �z Isz N 0 ai 17,177 SQi FT. ,' Sao , - - -�" - ,-- - •-r-=- —T ,� � vv ,v i m CIII In T = 12.84' ,- oa Z , BUILDINGLINES ' ^� A= 7978'02" o ��e { v` w aW L = 20.26' ''Bv I R=30.00' I o _ q6 , v Q _ _;_ - li `c` Li 'Be - - 107 ' V A ,' 1 I T =24.94' I , Ip 1 _ - in' /T ` V A I ! O Q a V - 00 120.00' L = 41.61' I P.R.C. - 10+42.23 =�156b337" �o � v rn o 1120.00 - - t, z LANDS NOW OR FORMERLY ' R- s3oo' = 9z OF gee _ -o _ o -- _ _ f0"W 02 ; T - 297.16' - z w _ 08 o LYNN CHASE & FRANK VAN SITTER _ - - — — 1 1, _ e2_:=_--=2 3+23.6 02' �� L 171.60' � O Q P T g �, 455 +sa N7839 � 1 ,O O _\.+. O ,m d a4. . v _ \ v p , I O 1 , BOOK 458 OF DEEDS, PAGE 57 vab s�,' A `I = - - - -- d o 0 I —�_+ O _ z ,, v � I a SHAL W - - _REEK R 0 \' AD --I�e \ IS7839 >OE --- — ' TA. 78.71 a2' _ _ o Q 7. - ' ` v O O \ i i I I I,' �= 9041:30_" 145.54 �\ \ `\ 100 00 5'4554 P,r. 11+18.51 i P.C. = 8+70.14, �' .66 - `� J m = 13.00' �s o z 100.00' o ss N tnz N � o ' - ?� 700.00' _ LOT9 __ - � , � v Z 3 0 to _j o o, �; -- - T = 13. 16' 100-00' o` - 5.51 ACRES _j U � W L = 20.58-, �� - - -- �'v - QW -'lI--II II II. �� v W a v ww H of U Q��h J ,� 0 W O Op v i� O fn 2 � � I W Q '� v o ;+7 n.7 1 a _ O a2 w p, n / / x c C9 w fr -� _ IOW �v a o o ;� N rn w h, v- w / O o � w � o -'� � v ,z m z O � , � x o n o� (n O y � ¢ a N N I a fV - oa"� O �j a � O o� t) P� O v LOT 2 \ _ Iso _ 0' :�! 00 / O a� O I ti�0 g tla v�i � r` o o ' 19961 SQ. FT. II �121320S4 �,z � � � z oz N o , vv 06 _ L11-720SQ. FT. vaLOT8ILOT 10 � � FQ. FT.50.00' -- - -- - - 1.308 SQ. FT. 10,895 Sod BUILDING=- — -- - --� —_- 50.02 157.26'v vv y 700.08' _ 1Cl� IS` .� _. -ys� 8 _ . ♦ - --- �`, - uNE - 1,045.5 1 08" N� - - - - - - -laz - - - - - - - - N8 0 "W (mgm ; 1 O _ N ,�,' asn a0 000 _ - - `. '''6, /''a/'\P �O /� las Iap m o ` - - -_ - - - 6 ,045.53' I a ho \ _ __ 4e' � �� m ,� III - '" o eo- \e •moo oU" 5 13' `\ - \n m a�` s ns _ - _. - ISO - - - - - - - - ,',, �"� /@ m \) mm °� o` ' la 1 6 3. , a _ _ y-vI vAII /asp mm m > Tm ° a.xON 2 178 - - _ - _ _ _ _ �} 11�I� 0I Bs mO N - QnE� �9 12 ,I I l i_ - N h ' LANDS NOW OR FORMERLY OF , o ° JOHN & JENNY. KOSINSKI ` BOOK 349 OF DEEDS, PAGE 441 'I I v i I I MAP REFERENCE: NOTES: 1.) MAP OF A SURVEY OF LANDS FOR JOHN MONTGOMERY", SITUATE IN THE TOWN OF 1.) MINIMUM [BUILDING REQUIREMENTS: QUEENSBURRY, COUNTY OF WARREN, STATE OF NEW YORK, DATED MAY 5, 1986 AND 1.) FRONT YARD SETBACK = 30' MADE BY D.L. DICKINSON ASSOCIATES, SURVEYORS AND ENGINEERS. 2. SIDE YARD SETBACK = 10', TOTAL SIDE = 30' , 3.) REAR YARD SETBACK = 20' G I j Z) Ll PREPARED FOR: PREPARED BY: DATE: SCALE: 1 " - 50'-0" the LA group, p.c. AUG. 20, 1987 go o � e Landscape Architects I SHALLOW DONALD KRUGER 468 Broadway Saratoga Springs. N Y 12866 �sla� sal-eloo 5 @ fy 1 J JOB NO.: ' f 9. 8 U � F Qo R (� $685 SHEET TITLE: SUBDIVISION .10 SUGAR PINE ROAD ENGINEER: Harold Berger o SUB 13 Anyhow Lane DRAWN DIVISION PLAT T �/ �[ GLENS FALLS, NEW Y(JRK Wilton, NY 'r a°zzo � TOWN OF QUEENSBURY, NEW 1 ORK I �`1HE $1 SHEET NO.: SURVEYOR: Paul Tommell REVISIONS: 432 Broadway i S- 1 Saratoga Springs, NY — _ NORTH ROAD PROFILE �• ,gym. , rollDENSITY COMPUTATION GENERAL LAYOUT NOTES goo - --------- 6+:'51 1H75). 0E3 7+;",i 18''. 6 8+25 9+-25 1atj, 11 1.U+.,5 1EIJ . 0 ' I o" V.G. 61-50 19. 5. 31. 7+50 18'.. 0s 8+3oPc 181 . 21 9+ .6. 37 MIN IB0 11 1f1+51) 1;11 . ?4 lao' V.G. 9 . 7 GROSS ACRES . 6+ 7 5 184. 74 7+75 iH�. 46 H+�;n 1Hr.�. a v+Li, 1at:,. 1a 1ci+7� 1a1 . 6f, 1. Contractor shall verify field measurements and conditions 75 2. 371 ACRES RESTRICTED DEVELOPMENT prior to construction. I+Oi;, 1.84 1'7 8+i,n 1.Ht . 8 �' E3+ , �, 18t, 4,^^_ 9+75 1a0. �9 11 +i�i, 1a1 . 9; 9r,,i,,, ISt, 1.9 9+811 FT 18v. 4: I 15.5 ��,� DENSITY COMPUTED ON 7. 329 ACRES ___ ____ - __--:___ _ ___ _-_ _�+s;_�� --_ __.. ._.. _._ __ 2. Prior to construction, contractor shall stake out all ZDOIr improvements and shall bring to the attention of the 7 . 329 x 43560 = 319251. 24 SF _ 20,000sF* Landscape Architect any discrepancies, - ------�� + � to = 16 DU - M _ - - - - - � 3. Contractor shall verifyall grades and dimensions in the 0 , field and report any discrepancies to the Landscape � -,- - _- ---_ --- * 20 ,000 SF/DU 3.n SR-20 ZONE g , ' il�i il� ! - __ Architect. > `il 150, VG. +a 4. Contractor is responsible to repair or replace all items damaged outside of construction limits, or any items disturbed on the site which are not part of the identified 4\ ' • ._..`_ \_\\\ - -- - / a work of this contract. s PERC. TEST INFORMATION --- - --- ---- --------- f IqD _ o y -- ��' \ o _ _ Q E t� S. Contractor shall blend all work of this contract smoothly ;, \� _ \ �,• p w KRUGER SUBDIVISION PERC. TEST LOG JOB 46685 into existing conditions at construction limits. DATE PERFORMED 6/17/87 1 - SHEET 1 OF 4 m 6. Contractor shall visit the site to observe all existing site 2 tt conditions prior to start of work. 1 - PERSONNEL P. LOYOLA H. LEGAULT 7, Prior to project close-out, contractor shall remove all debris and excess materials from the site. V 185 -- \�� J IFS- z•Z$ TEST NO. DEPTH REMARKS 8. Bituminous paveTent shall not be laid when ground temperature PT 81 30" WATER LEVEL DROPPED is less than 40 F. and air temperature is less than 50 F. %� 1" iv 1•0o LU PT N2 30" 1" IN 1:00 9. All vegetation not indicated to be removed shall be maintained --- --- - i ' uarJ;' -TNa 1 Fo v [0/2!/67 rW e r:; T 1.'Af"_FW 11Iwo and protected during construction. - i i > i SETBACKS ._.+25 196, 57 4+ 1£37, 14 5+:::`i 187. 69 ♦ a 0+ o 198 1+25 193. 95 2+:25 189. 68 0+50 197. 15 1+5o 192.Be 2+48PC 188. 7 +Li, 186.7.8 4+ '51"C 107 .' 5r150 187. 4i 2+Li, laH. 6 t+57. 01 MIN 1.8h. ''7 4+°}i 187. 51 - - -t 5+ I5 IH7. 01 - Q 0-175 196. 09 1+ 7_.:i 191 . 81 _II s' " 30' FRONT - 1+i t:) 195, n1, +i,i 790. 75 �+75 187. 69 =+7`i 186. 44 4+ i 107. 7., 5+t85 PT 186. 79 r +pp 187. Q1 +98 P'1 1.Sb. 7 4496. 99 MAX 187. 7911 64-00 1.86. 45 u 30' TOTAL SIDE 10' MINIMUM 4+00 196. 74 5+-00 107 79 20' REAR µ I ID o o 0 o S o KEY HORIZONTAL 1 " - 50'-0" _ - - - V'i CENTERLINE 13VG It'vCTIN \!Yii2�AGA1 Gv1z�/ACUFZL PROPERTY LINE i VG 1D V�1zTlCC 1 GLt�V6rit Its - - STA. STATION POINT --- EL ELEVATION _ PC. POINT OF CURVATURE' - - ---- _ LP LOW POINT PT. POINT OF TANGENCY VPI VERTICAL POINT OF INTERSECTION _ J - - HP HIGH POINT - - t�0 F,71"-T bt= iZ VE iE C--L ✓A?Ul2�i - - - Bon finer Drive _ I "E LOT *37 - -__ LOT +33 LOT #35 zz r- - - -_ _ LOT �31 l - LOT � 27 i LOT ,�29 I I 1 - - _ LOT #25 I ` LOT +23 _�-- '- - s• LOT # 19 I LOT # 2 1 I� I LOT # 17 q� P;T 1o'� LOT # 13 LOT # 15 2 LOT + 1 1 LOT +7' LOT +9 s � , 98 I I o I�r -. - I N g I 10 E - _ _- LANDS N/F 200 --- S 78 39 - r� T - 18 517 t2 \ �` 98 °o ` . ' �� - - �• - L� - Apo. _L -- I r / 1�15 Carl 8 Martha Freibe l9�o s 1r- -� r I 7 \ Io r'r-46�11•..11a Di �s �n 0)T , /„�YG / I ,i• _ �1t 'J .}N� •gV��F'.}V,PgC- 1,V"-\VV i 5 /_ � , �U ' AVJ pr cam. I I+1P�.61 GUt2VB/ ------ 1 - � � 1 LANDS N/F +- - 10 � � �� , Lynn Chase & Frank Van Sitter " �- �� 0 5 s _ _ _ � ' ��- n r� N 81 0 - -- l \ •�-- \ _ WOMP tz�it rNF/V � ' P-.D.VV' I ✓ITN!`-✓ f1Cl .j.' 111 t I 4 - I L _ 7D AD�IA,c6ht'f hhN>7 0� I I d . . . s. T B, I 0 � ti � `•. _�- I . V+s 0 � ,, � ; ��j ! ' I� , 1 � � LANDS N/F John & Jenny Kosinski Z t �'�l 7� CIO Al2GL= 59.2315 T= 37.S44- = E00 18' 30" GURVI= � Z . AP,GL= 172. 1 ' "T 25%° 28' 02" e = oU12VB ' 3 V = GiS,Oo' `1 T = `f5. 7Z 4 PREPARED FOR: PREPARED 8Y: DATE: SCALE: 1" - 50'-0" the LA group, p.c. AUG. 20, 1987o o 1� Landscape Architects r"M%MrM%" JOB NO.: DONALD KRUGER 468BroodWay, Saratoga5pnngs.NY 12866 ,r ,.�,HA, LLCREEK (518) 587-8100 V 8685 \ !i' SHEET TITLE: J LAYOUT PLAN 10 SUGAR PINE IROAD ENGINEER: Harold Berger DRAWN BY: & ROAD PROFILE SUBDIVISION 13 Anyhow Lane GLENS FALLS, NEW YORK Wilton, NY SHEET NO.: TOWN OF QUEENSBURY5 NEW YORK SURVEYOR: Paul Tommell REVISIONS: 432 Broadway L- 1 Saratoga Springs, NY NORTH s P1NM4 GRI►im �o;llu z� GENERAL GRADINIG NOTES Co r F1 o.T 17LA6 p ` To? ly Prior to construction, the Contractor shall stake out all 10 . All fill slopes 3 : 1 and greater to receive biogradable tobacco improvements , verify grades , and any discrepancies shall cloth or approved equal for erosion control. Cloth shall be '• be brought to the immediate attention of the Landscape secured to the soil by staples or wooden peas and shall be r( Mll.t.EQ"PpLQij'( Architect, placed not more than 3 ' apart along each edge of roll. Areas 3° 6'0"� 3' 90>( 04L6, 69&1U*A1 of tobacco cloth shall be fertilized and seeded as specified Q 601.1D� (o' � ID 2 . Existing utilities are shown on the plans, their location; on planting plan. aI depth and dimensions are believed to be correct. The Contractor is responsible for verification of locations , 11. Grade areas adjacent to building lines to drain away from and notification of appropriate governing bodies prior to structure and prevent ponding. Finish surfaces shall be excavation. free from irregular surface changes. 3 . Contractor is responsible to repair or replace all items 12 . The stockpiled topsoil together with additional topsoil as damaged outside of construction limits ,"'or any items dis- required, conforming to NYSDOT standards shall be applied „ I �t MIU,U¢ nWAOK 2-o"yR.wU, *RouLdSrtar turbed on the site which are not part of the identified to a depth of four (4) inches in lawn areas to the grades Cw( Wes, 6ec'N*4 n°re oP `cAp W` work of this contract. shwon. k 1211 +►2 5-(D�lE AtL � -ro �cr5wet.� i, ��OVND Zy'Rogv w/ 5' arrowu_ _ _ _ 4 . Blend all work of this contract smoothly into existing 13. When excavating and filling in tree areas , use extreme 90 r conditions at or before property line. caution to protect root systems of trees not designed for wvq Low�Z SEG.CIC7lJ _.1_ u >?vr GnT>s �)-- removal. lb W� MIRA�I® bvll� z PAff (7Trr#*) 1 I 5. Contractor shall visit the site to observe all existing• MW.!4YA(b site conditions prior to start of work. �J _ - 6 . Contractor shall maintain proper signs , barricades , fences f ((� to properly protect the work , equipment , ersons and 6r�p 10 PwfWeLil rt" Hrq. Gad Ab'mv ^h 1U '_ ljI }I tl (( Jlf=,(III �I �,III� HIII I - / lm front damage P Property 1 r-o r� 4 kxbvdp mom- - ", nl mii MI(ZA�►•LINBD V'OTTOM 7. Prior to project close-out, (Contractor shall remove all debris and excess materials ,from site. Also, any damage 14 ►�° �►� gT01.1ii to field or factory applied :finishes shall be repaired. � vw goy �b D 8 . Contractor shall strip all toopsoil from all areas to be re- graded, and .stockpiled for later use on site. ` a DRYWELL DETAIL ROAD CROSS SECTION 9 . All areas requiring fill shall be brought to grade required ` B BITUMINOUS PAVING in 8" lifts . General fill shall be free of deleterious A material , and contain no gravel larger than 2" , and compacted in an approved manner. . - _ Bonner Drive LOT #33' LOT• #35 I LOT #37 - ------- - - - —�— LOT *29 LOT #31 LOT #25 LOT #27 i I _ - - LOT #23 COT # 19 LOT #21 � - - — LOT # 17 I LOT # 13 LOT # 15 I 19 LOT # 1 1 I LOT #9 I I gc sv - l9z I LOT #7 I lie I I 11b I ^� -/ I _` � I !�o �, ' ` � \ � �■ ■ �h� � �i . r ' I i � f I n� ■ ice - - � f- Zp`� � 190 " I i I ��■� " �"'� . .� - ___—_ �. � - - A��, , ��'�'�� UMl'(�i D� % I _ ANDS N/F S 78 39' 10 E . _ - -- --- Carl & Martha Fre aWo Ar_ _ g i / \ I 00 _ - I _ I 3 INA ., - -- -1 ' 1 -- o -- 177.E - ,- --- -- - - �\ LANDS N/F A fif Inn Chase & Frank Van Sitter m - 8 I r � ' N g1 00' 50 E - g _ — � 1 I, I /CNI -- �s /' I� / l �� / � ,��8/� af,Ei�IN� ga1.k I l 8 �r �" �i k . II�� lid i j II /68au o �� i7 1� - - - i _ - ( IIj I I 1 ! LANDS N/F John & Jenny Kosinski \\ 'tea ��.�► -' - - - -- -- -��/ � 2 I I PREPARED FOR: PREPARED BY: DATE: SCALE: 1" - 50'-0" the LA group, p.c. AUG. 20, 1987Landsc �o o DONALD KRUGER 468Broadway. Spe Architectsato SHALLOW rmmm�� REEK (51 Broadway. Saratoga Springs.N Y 12866 ® �1 IE �!f JOB NO(51B) 587-8100 8685 SHEET TITLE: 10 SUGAR PINE ROAD ENGINEER: Harold Berger / ' �� DRAWN BY: GRADING PLAN SUBDIVISION 13 Anyhow Lane $ ' 0 50220 �� GLENS FALLS, NEW PORK Wilton, NY FTHE STAZE� SHEET NO.: • TOWN OF QUEENSBURY, NEW YORK SURVEYOR: Paul Tommell REVISIONS: — L-2 432 Broadway Saratoga Springs, NY NORTH Lawn�Paving PLANTING NOTES: 1. All Plants to meet minimum standards of the American Association of Nurseryman. 2.. Take every Precaution to -avoid damage to any vegetation to remain. 3. Contractor shall refer to utilities drawing for locations or proposed utilities. 4 . Top soil & seed receive work. all disturbed areas not scheduled to 5 . Plants shall be delivered only as they can be installed in reasonable time. all plants are subjected to inspection at delivery by owner or landscape architect. 6 . Plants shall be sized & typed shown or noted on schedule. V0rF__A1K_12W3 cif. 7. Location of all planting to be verified by Landscape Architect. .� 6e s77t1�'E7.i 8. Contractor shall guarantee all planted materials a N - minimum of 1 year; time. 9 . Contractor shall maintain all work including watering, �0= AOT6 7KEE5 3'UFG• �► R -- mowing, & protection from traffic until final ��Rh�tf�GL &U1"ED 1j` acceptance of the project. r' Z w 2 M(XLd� 10 . Mulch shall be shredded wood & free of all foreign materials , applied to a minimum depth of 3- . cffiIIPiL1' �PfFL�17• ✓tNtZttiiK _-= 11. Contractor is responsible to repair or replace all {TLER ('Z items damaged outside construction units or disturbed Au� Mau on site which are not part of the identified work of this contract. 12. Amended topsoil back-`i11 shall consist of (1) part manure ` to ( 8) parts topsoil and bonemeal @ 20 lbs to 4 cu. yds. topsoil. 13 . Lawn Mix % BY WEIGHT SPECIES GERMINATION C I . f+NIENI7ED1¢IN. 30% ::NGl57UR!'SEP r^e s cue s 4 0$ -`�118f/it�DL- 20`> Winsor Kentucky Blue 87% ¢ gTAtS>= - — 49% Turf-Tvpe Perennial Rye 903f X -- - TREE PLANTING DETAIL Bonner Drive _ - - — -- - - -- LOT *27 I LOT *29 LOT *31 I LOT *33 LOT *35 LOT *37 I I LOT *23 LOT *25 I I I I - - LOT 17 LOT # 19 I LOT *21 LOT * 13 LOT * 15 LOT * 1 1 I I I 1 + l LOT *7' LOT *9 P I A✓ f ; FP Q4 98 I I v, S 78 39' log E LANDS N/F -EXISTING VEGETATION TO REMAIN Carl & Martha Freiberger z oo a \ l¢ T�, r _ _ Ip ' / \ \ \ =-� co l _ - _ , 5- LANDS N/P �. CPi -- --r6 Lynn Chase & Frank Van Setter p 10 / -=� � \ 6 \ ,� N 81 00 .50 E L � XISTING VEG-E N TO REM "IN �� 4 \\\ 77 AD le li 1 i B ri..� •II��\�'� LANDS N./F John & Jenn Kosinski ? . PLANT LIST' EXISTING VEGETATION AIN �REM �� ` KEY BOTANICAL NAME COMMON NAME � QTY. SIZE REMARKS \xi `F f'N l'22 Pinrr>5 24 �i(/�T�/An/ p/N� 7,_� Z, S 17Z S TG /�4 T/L/A CcKDATA G/7%Z8 C +� G/AII� G / 2„ F(lGG MA7GNE0 - — ----PREPARED PREPARED BY: _ DATE: SCALE: 1" - 50'-0" the LA group, P.C. AUG. 20, 1987 LE o ,� SHALLOW Landscape Architects DONALD KRUGER 468Broadway soratogaSprings NY 1286e) (518) 587 8100 JOB NO.: -8685 rSHEET TITLE: SUBDIVISION 10 SUGAR PINE ROAD ENGINEER: Harold Berger PLANTING PLAN .13 Anyhow Lane DRAWN BY: . GLENS FALLS, NEW YORK � Wilton, NY TOWN OF QUEENSBURY, NEW YORK SURVEYOR: Paul Tommell _ _ _ _ SHEET NO.: 432 Broadway REVISIONS:----- - L-3 Saratoga Springs, NY - NORTH cuRa 15JaC (perq�oly-M1-PE Ai'I'i�oV(✓i� `-rCANt�AKd� ('lam ' z z v/ITN . t7�rR�t3Y arse Nvil G0r__mWN OG QUG'ENSOUK.Y, NY, TOPSoiL Fofi. � F q Sfxkrron�Aty imv ��eEm'9� I-ot 104 eTAlIl El Al6vu tVTt4 evoAI, - — F-Al�-ra taacr�u ill rAP Rmp — — Hn►nlolx� cool 12" = Mal covert 1, - - $ - - - - --- ; it Z - PAPWX &M 5Tn4w MAIN —+ INt.ET .t 1W.or. INI.a1 u, Alvnve r t INV.aw ourt*-r r ou rl Get I i 3/� co>'r�K �Iny r v f r•v ors nuy 9 LAME* - 4• , coNc� � u4uld PDIl I Z' WIv - Z '.. Di�7R1rUT�R Pi/+' ons= 'aq LAt+uc P ." I I CAUL JOINT -o• o c In yANI`rA1Z.`r ' �II _ 6ANITOdIY'(Fi6 � � ' r -'. i 4Jp1'�' P u-A rWv-�CIA Nei D N p �A f W/hiL/ taED tNI N i3� �✓LfAI L t A1�1 CZDVFbD� IUri,t3Y t\l I E 11 mill 0 5AN1?AKY 1G� I (p" MIN. WAU O QU�Ff {��U� V/Af 1lE CawbJ 7X7�1'Q f 11AfNT1lG.I�lq`b_ ^M111d.-lyd'NpX :., �+INr WATER SERVICE DETAIL -�ntrta �arna �e , - uaiuro rlt I I'eux e w 2 p Q - - -- - -- Wz;[NmGi-CfLPd�►D Io dl- x . t'LAC u ETE IIII = _ G,ll WLITER, tau tlOra MIN• s.. : , (1T7� N - I viov5 L.4yER /�lTs ®ooA►�vb'it.J. W ji I noo Ck4 l : SSG T I Otil �* z¢" °►O° �'iN D I S' iN b 1i19.2. _s/AV� �, '°• P _ MArtN fl!/[D�IIL Air _T(oN ( t I AS IJAlsrlG S7C+0Y{a .711KO5T�iIGYK I i i r°. o°• e _ I .. VMS t I i 20 t ?i�IDN L?lbN _� ° '�� o ®. p .l M kI Il III ! &T, Is Q4 ril I►Jt a t r4\ I ourl eT — u� ;' . . �:` "; unlblynr� i� 3 I L T� li rzow-� �`I t `Dd Ifx llfi ohhf �izFX7 tP�D' .,, . •4 - -Ti—t ' l6" - /Lx/L h/IGt ly�G itGLfYo l_ -t1—... a sa _ �1 ✓: I A�/�►a N '..� ' T �, �NR °r N �` . FIRE HYDRANT & VALVE DETAIL �f13Aurs, : �' rill r — — II - .l�l t O"T7n" %6" nr WASi Fv I ever 11111 . 111 .I11 . 4 ►�1 f'filkN PEe 1 ?. a/4" To W' lZE!lhtZ- - TYPICAL LOT LAYOUT SEPTIC TANK DETAIL 1000 Gallon . TRENCH DETAIL THRUST BLOCK DETAIL AflI�D�llv>b,`(G y�1.G : 1°-aa'-o" N:CG✓. N:T�,, I-1Y�. Bonner Dr* _ — ----- - , _- - CONNF_l TO EX ITT - I LOT 1*3 7 I I LOT ♦3 3• LOT *3 5 QUE'EN6 Y�JIZy WATEK - LOT f 3 1 LOT +27 I LOT #29 &" l/AGV� - - LOT *2 5 I I I - LOT #23 �- - ■ 61"( . 50 vu�ri(� LOT # 19 LOT ,►21 I bill WA TEK nw/N LOT + 17 LOT *13 LOT # 15 I I I A I I LOT * 1 1 I lei LOT t7 I LOT ,�9 ■ ■1 libIN I l �. ,dal �� -� - - ., ■ �r ! ,, �� I Zoe - I I S 78 39' 10" E _ I ;. �� ■ - LANDS N/F - - " I' . ��. . �■� ram! — :-�___-_: � - \'� _ -- L� �— _ I 9A/9� ■ } —� . _l ■ . — _ — _* �Yb � \ _ \ •,\ � \ ■ Carl & Martha Freiberger 0 � S�eV1f.6 1 0 {�Yr�o/`lT 3��"1cGopP�rz I �� - � I 1 /9� ■ ■ 2- B".`"x8"TEE 3 5 gj'cvcP p0X /�.• ) \,, \ S 1 . 8 � - - LANDS N/F - °o_ - --�- -- - �� - �� _ - -- '- � �t �� i �� ■ ■ 00 ■ ��/ — - '� 'i'� - - Lynn Chase & Frank Van Sitter - $ - / ■ �\ 0, 5 -_ _ 0 / 0 E i 7-7 �i�i ■ ' � - : �- _ _ - I i - \ V� / ' i l� ■ I , w c � , - " - ��` i�� 'eR N� - - - - - '� >. '� '`Z '�8'� >z ; Bz� SEWAGE SYSTEM NOTES NOW ■ �� B a 1)co SEWER PIPE TO SEPTIC TANK SHALL BE PVC o _ LANDS N/F John, & Jenny Kosmskl I I -•�� - \ ■ 1 ''■ T��-_ - � - - SEPTIC SYSTEM (TYP.). i�c � i � i y scH-4o, 4" DIAMETER AT 1/4"/FT_ T J l 2) SEPTIC TANK TO DISTRIBUTION BOX PIPING Z � �-- A - �Tl✓ TAn(f�� In[Y> GqL. Corl/f,2ETE � � i T4A14- F� 1-()i T M/L C OX- 6-GNUA6. r i �� • • ► - - >e Y WATER SYSTEM NOTES SHALL BE a- PVC SVK-� AT 1/8'/FT_ ■I�■ ■ - D/G✓7fzlPa T/G7 ! FAX �T. M/GLEIZ Jf/t5' Ib� ti I /� r I I CQ I b/C�4l�gG, 3) TILE FIELD PIPING SHALL BE 4^ PVC SDR-3� Jit /J PERFORATED WITH ENDS CAPPED_ ' 7Z 2"K/Jl T1�n/GHEs,' e A� I \o �' _aA16 . ( b.C. M/N. -d7 /bN 4) PERCOLATION TEST RESULTS ON THE SITE INDICATE � e /: D 5 Mi f Ep�R��GI . 1".ii 45b (gill (J - fao',AAl- Zoo' ONE \ A6Tl.'AL /'/P� MINUTE SOIL_ SOILS INFORMATION e' �r�,- -rO 66111111� '�.>� `,moo°a 5� 6CNT00Z � SHO NhI Ake NO-T 0-15" — rl EMI, nA�K twr r M uM cgl l�l�v OF �� I��poSep �rNAL- �lzAv� Ins THf��B AND, wow ,vr� . 1�'-72" - CL1:bcT�l UfaNT t-�OWN M�l.i�(q,IZA1NED • 1 P ltl, wow oomvv (ni0 Motrl metf) ' PE6C3L'f�i, Fill, 1e4P.K�i zl /W7 9F.� S�kEET L-I f91z "lE`af- {�� LOGA7rON PREPARED FOR: PREPARED BY: DATE: SCALE: 1" - 50'-0" n the LA group, p.c. AUG. 20, 1987 �o o 20 Landscape Architects CREEK DONALD KRUGER 468Broadway Saratoga Springs NY 12866 tESSIOBt[E JOB N°•' 8685 SHALLOW (518) 587-8100 / p B SHEET TITLE: r UTILITIES PLAN 10 SUGAR PINE ROAD ENGINEER: Harold Berger e 13 Anyhow Lane L, 4� DRAWN BY: .SUBDIVISION 5azzo GLENS FALLS, NEW YORK Wilton, NY h, r °fTpl st►t`_°� ��'I% sHEET No.: TOWN OF QUEENSBURY, NEW YORK SURVEYOR: Paul Tommell REVISIONS: L-4 432 Broadway Saratoga Springs, NY °l �b'8? �V NORTH m i m z 0 BONNER S78 39 09 Do' E _ O+OD200 DRIVE LOT 9 202- LOT 11 204 10 I d o LOT 13 LOT 15 LOT 17 LOT 19 1+00 N I96 LOT 21 zo<- -- -- i; - LOT 23 LOT 25 r , LOT 27 LOT 29 202- -- -- ; n� LOT 31 zoo N I LOT 33 LOT 35 LOT 37 198 _ __ 00 \9P Z X �a1 � m 00 i 06 O A b )A O_ - - - - _ __ _ - - -180 _ _ p 121.08' 00 S7839'70 E �� _ - 1so _ 12G. i� 120.00'- -Is I �4 - - - ----- ---- _ ---- na _ `� e�, A' A �� LLl 194- - 2+00 Z - �� ° 'I 238.96' N3577'10 E -- - - - - -_ - A ;$ U r LOT 1_-` x� lee Z BUILDING LINE -- A= 10.72425' 34.37'�` - - _ ns - 1600..00' a ' �° °` 0' h 12,251 -SQ. FT. N�O xW lw o N _ - - - - — N -- R 63.00' 7a ro �i p � ;4 oN � O p� WW LOT 5� q �� 1 T - 79.7B' - - - -�, , 11--'� - „� , � - - �\ 99996' '� + -'� o o O o ovt h ao I LOT 7 L = 113.70' - V82 �' 1 �_ - `,_ - - ' ---r- \ I - ''� � w 92` N x N '12,239 SQ. FT. p rn o o n p= 891B30' a O LOT 3 0 = °o x 17,177 SQ: FT. �� _ - - _ - R=,13.00' Z 12.239'SQ._FT_ a o N �O �x sz nv ^Op a ^\ ` �\=. L� -�, d ..J ' � ` �� Q 190- - -- -- - d T - 1284' -- aA Z BUILDING LINES 'I = 7928'02" o $\C`, ION LLI 20.26' P H AS E i R= 30.00' - - CK- 107.00 T =24,94' P.R.C. 10+42.23 p= 156173'3T - _-_ - yt � _ _ _ �O \ ` 92 0s_ O _ �� 1200 �� L = 41.61' ' - R= 6300' a `� I ' 1 � � O16 - �� 120.00' `� '� 108.02' - T= 291..16' , - _ -- _ --,AA `LANDS NOW OR FORMERLY OF o L = n1.so' _les_ p 455.02' O 0 � _2 P.T. - 3+23.69 $" o LYNN CHASE & FRANK VAN SITTER '92.= _ + _ _ z (n 0 TSHALLQW CREEK 01 + _ - h, 6 `� ,O i f0 R -�__ ' ��- 'A2� , m BOOK 458 OF DEEDS, PAGE 57 z' `\ , " A D ,_ - - , � -� , c4 I w 'ss 1 N Z IY � IS7839'10'E 1 - —� STA. 7.78.71 = /� � ' ; " i�Ao _ - J U I ' 1 54554' I . P.F. 11+18.51 1 P.C. = 8+70.14, '�? I,.I ��c� -- LOT 9 ' 904130" 4 100.00 10 r, P �7G i 0.00" ? _ 5.51 ACRES o :_`; _ R= 11..00' 6 M I 100.00' 100.00' �� -- Q �' fnZ �0 III OO,, , ___-__ T = 13. 16' I I ` �HASE I d I I /� /I'�] W i> O Qi L = 20.58'rya , SEE NOTE N0. 2) PH,dSEGn7O Li U Op wi QZ I , tn � a'� La U -Fv J w 1 h V d h t7 W lO d' w I I W w 1 O p1 17 W Q � .PHASE 2 O f/I ^ O O �� I ' .W " - w - _ ,*W �i (SEE NOTE NO,,2) 1 o O t"i Ia O oi- - a-o O �j 2 O ,o� O r - - � w � � ` a LOT 2 a so _ 0,0 N �oox V oo V O� Q . LOT 4 r� R K p o ` 19,961 SQ. FT. I to 12,132 SQ. FT._ - _ LOT 6 a - LOT 8 I LOT 10 >o I I 11,720 SQ. FT. �e 11,308 SQ. AFT. 10,895 SQ. FT. BUILDING LINE _ —� — 4 _� -�- _ 50.00 = - - ;�' llo -- - - ` - � - " 100.08' - - - ,100.08, 88 100.08, 100.08' "' ' ,50.02`. �57.26'� _ _ - ;z s' P o -- - - -- ,A .r�.,� ,,p: -, tea m 1,653.13' N81 0050 W ;'(� % ti o - ° _-- � ' , ' , ` • ` \ _ ' ��oN ° A2 .92 180 N _ -182 - \6 \9P \'Y ;'•T ,µ ./`i�p N ° N a '2° ° ? 17,2 Ate,; LANDS NOW OR FORMERLY OF ° JOHN & JENNY KOSINSKI BOOK 349 OF DEEDS, PAGE 441 MAP REFERENCE: NOTES: 1.) MINIMUM BUILDING REQUIREMENTS: 1.) MAP OF A SURVEY OF LANDS FOR JOHN MONTGOMERY", SITUATE IN THE TOWN OF QUEENSBURRY, COUNTY OF WARREN, STATE OF NEW YORK, DATED MAY 5, 1986 AND 1.) FRONT YARD SETBACK = 30' MADE BY D.L. DICKINSON ASSOCIATES, SURVEYORS AND ENGINEERS. 2.) SIDIE YARD SETBACK = 10', TOTAL SIDE = 30' ," 3. REAR YARD SETBACK = 20' 2.) PHASE II WILL CONSIST OF LOTS I, 3, 4, 5, 6, 7, 8 AND 9. PHASE i2 WILL CONSIST OF LOTS 2 AND 10. G�ces fa.1\ 1 IW7' i irP.Y PREPARED FOR: PREPARED BY: I DATE: SCALE: 1' - 50'02a PHASE ONE: the LA group, p.c. L oCT. 20, i 9s7 Landscape Aichitects JOB NO.: DONALD KRUGER (518) 5adway 5aratogaSprings NY 128668685 SHEET TITLE: WCREEK (518) SB7 B(00HALL � . � - ENGINEER: Harold Berger I DRAWN BY: 10 SUGAR PINE ROiAD g � 't � -� � �`"' 13 Anyhow Lane GLENS FALLS NEW WORK NY Y SHEET NO.: SUBDIVISIONWilton, TOWN OF QUEENSBURY, NEW YORK SURVEYOR: Paul Tommell REVISIONS: 432 Broadway Saratoga Springs, NY NORTH ROAD PROFILE ------- - __- DENSITY COMPUTATION GENERAL LAYOUT NOTES 6+^C', 18t7. E38 + . 7 183 6 8+ 181 . 32 9+ ^5 180. 11 ].!7+25 181 . 02 15D' V.G. ISO we_ 6+ 50 1'35. 7,1 74-5o 18�. V 8+3oPC 181 . 21 9+26. 37 r1IN 100. 11 1C+Sii 181 . 14 64 75 1.84. '74 7+7 5 182. 46 8+`_,,i 7 180. EI 9+50 180. 18 10+75 181 . 66 9. 7 GROSS ACRES 7 -Q0 1.84. 17 8+C)o 1.81 .89 8+75 130. 4.2 9+75 180. :T-9 11+i:0 181 . 97 2. 371 ACRES RESTRICTED DEVELOPMENT 1. Contractor shall ,verify field measurements and conditions 9+00 180. 1.9 9+80 F7 180. 45 prior to construction. -- -- - --- - --- - -- __ a--�_ _ IIr1g,s=jl DENSITY COMPUTED ON 7. 329 ACRES 6\ 2. Prior to construction, contractor shall stake out all s i 7 . 329 x 43560 = 319251. 24 SF = 20,000SF* improvements and shall bring to the attention of the 0 \\ = 16 DU Landscape Architect any discrepancies. 20 000 SF/DU in SR-ZO ZONE 3 - --}_ Contractor shall verifyall grades and dimensions in the . LO - _- --- -- -- ---- --- _.-_._ field and report any discrepancies to the Landscape i> Architect. � � �� - -----'--- 150 V.G. � o S`Z�� \ - ��\ + 4. Contractor is responsible to repair or replace all items 4 0 �� \ I damaged outside of construction limits , or any items T d r0 disturbed on the site which are not work o this contract. Part of the identified ---- PERC. TEST -INFORMATION CS 5. Contractor shall blend all work of this contract smoothly "`' RRUGER SUBDIVISION r PERC. TEST LOG JOB #8685 into existing conditions at Construction limits. DATE PERFORMED 6/17/87 < , , F.. P. SHEET 1 OF 4 6. Contractor shall visit the site to observe all existing site �- V prior to start of work. PERSONNEL P. LOYOLA CO d1t10RS H. LEGAULT 7. Prior to project close-out, contractor shall remove all _ _ ,' } \ I TEST NO. DEPTH RS debris and excess materials from the site. W _ ----- -\\ / �'' WATER LEVEL DROPPED P p IN 1:00 is less than 40 F. and air temperature is less than 50�F. PT #2 30" 1" IN 1:00 �- / hl ff. ' ' � ' � � -I-H 1 PeY r � al 87 _ 1 vegetation not indicated to be removed shall be maintained 1 ;'. ; 19: 93 +<<^:5 189. 6FJ _+<]:i 186. 57 4}".6 187. 14. 5+;)S 187. E,9 \\\ ° and protected during construction. t� iz o Al ' rote 'n + h� t i+50 I' ' 15 1 +`i+i 1 i . 8 3 2+48FC 188.7 3+;0 186. =8 4+'SF C 187. ' 5+50 18 7. 43 SETBACKS 01-75 19F . v8 i +-/ 19i . 81 i <+9i, 188. 62^. -+;I. i:7. MIN 186. =74+Ci0 187. 51. S+/] 187, ii1 -------------- -- --_-_-- _ 1 FGO 1"F. 01. + - ir +75 187. 69 ;+7`.i 186. 44 4 +7ri 107.7' 7+80 fPr 106. 79 s� 1.9i,, 7`i I 98 PT 1.06. 7 4+96. 99 MAX 187. 79 6+00 196. 4` ` 30 FRONT 4 tvv 106. 74 +uv 1£t7. , 9 • > to 30' TOTAL SIDE, 10' MINIMUM 1la 20' REAR o a o o o g o 0 r _ KEY HORIZONTAL 1 " - 50'-0" `Yi CENTERLINE tiVG tl�lN Vrswn iGAI. CA>1ZVR'CUIz.� _ f, PROPERTY LINE �VG FND VV1trkCALL- C.Lr9WAcf•U1� STA. STATION POINT - - -- - - EL ELEVATION - - - - PC. POINT OF CURVATURE - PT. POINT OF TANGENCY --- - - - VPI VERTICATL POINT OF INTERSECTION LP LOW POINT HP HIGH POINT - �12G -- Bonner Drive - - - - �'�- .01 _ I _ _ I LOT +Ik37 I - - LOT r27 I LOT +r29 LOT #31 I LOT #33• I LOT + 35 II LOT �25 LOT # 23 LOT * 19 LOT ♦ 21 LOT � 17 .O.W. LOT ,1� 13 LOT ,w 15 LOT + 1 1 LOT *7' LOT *9 "to.) I ° a I �+] lie - � Is i m� 0I I I S 78 39 10 E - 98 . .�� . j" .o' _� - I IB 5 + 517' F_ LANDS N/F _ /� Carl & Martha Freiberge-r - �- - -- - 2 00 I50 iZ / nASE ' - - - - ' LO h3 I I t�21i G>(d. l0+'♦L.2� V 9 N tog'20'Sp"6 \ \ T}j 1 1't 2 _ _ _ tam : rVtvo%ce �n� - o NI fe pt I $2 5 auk 3 ` f Ocw ana i' r� \ `� y,�,. 7+�3n1- : -}� Q 1 - -� 5 78' 39 to E _ _ + - 'G °✓TA 6r101� t'rrnA. II+IP7ril ------ Lynn LANDS N/F - � 5µfo•4'S � . Chase & Frank Van Sitter - - - - - - - 6 i 8 10 � �� - 4 .�-� �o t2,o,W �E*1Fr_VP1t2 t-Wrurz Acr,�- lu I HASE - 10 AWAo9►N7 �v o t �P N z .ti v PHASE _ I,Z�N --- -�� W-W / �� LANDS N /F John �& Jenny Kosins-kl Z // # ��► I�?�ti I�"�I,t�� , ,t �,y CURVE CWT-A ^a anti AI;iGL 59 2315 7.NC301' , Soils Information � = 89' 18' 30" 1�= d0' T►i''�I TP# 1 ( lot No . 1 ) AF L= 172,I ' D^IS - PiI �tJ 17A 4G ✓42fJN/lJ M6bluM �I Al�l7 0-10 Inches , topsoil fCs'JJ1-'prrc- 1 or-HM 17 Y u T hdNt�, WtL �i 28' 02" � 10-34 Inches , fine and medium sands G .UE 1✓Ip�lhlp, �/17 �j� }Gi -7Z' - GLWN , U/a4 ,r "oWN M�71UM ClIrA Iep 34-84 Inches , Dominantly coarse sands Gui2V1✓ 3 hA44d, NE l, �� (1.4b McrTIA 16r. fZ = 25.00` TP# 2 ( lot No . 2 ) AA2GL= FIa.ZS31 ram' O�VPG�. 0-12 Inches , topsoil -7Z 1DhM� Iz✓Y 4}. L1rC{BLfLT (p/Za/Pl7 12-45 Inches , fine and medium sands 4 = 7q°38'o2" 45-72 Inches , sand and gravel TP# 3 ( lot No . 10 ) 0-11 Inches , topsoil 11-46 Inches , fine and medium sands 46-79 Inches , coarse sands , mottling starts at 56 inches PREPARED FOR: PREPARED BY: PHASE ONE. _ - ---- -- - - DATE: SCALE: 1" - 50'-0" the LA group, P.c. , i OCT. 20, 1987 70 o za c� SHALLOWLandscape Arch teas _DONALD KRUGEIR (518) 5cdwc} SaratogaSpnngs NY ]2866r': o - (s1B) se7-aloo F_• � r : .. . , � .. JOB NO.: 8685 - SHEET TITLE: SUBDIVISION 10 SUGAR PINE ROAD ENGINEER: Harold Berger L LAYO UT PLAN GLENS FALLS, NEW YORK 13 Anyhow Lane DRAWN BY: j,N & ROAD PROFILE Wilton, NY TOWN OF QUEENSBURY, NEW YORK SURVEYOR: Paul Tommel, SHEET NO.: 432 Broadway REVISIONS: Saratoga Springs, NY NORTH FANI4H 6"'M PRA+A t CsP if , ►iL"tN►�I -9;1u? `aA GENERAL GRADING NOTES va•v-trrh TO 1` Prior to construction, the Contractor shall stake out all 10 . All fill slopes 3 : 1 and greater to receive biogradable tobacco improvements , verify grades , and any discrepancies shall cloth or approved equal for erosion control. Cloth shall be be brought to the immediate attention of the Landscape secured to the soil by staples or wooden pecgs and shall be N r ( MILK- pPea D��T Architect. placed not more than 3 ' apart along each edge of roll . Areas pvyWsudw `fL(1C71J, of tobacco cloth shall be fertilized and seeded as specified Q SGt.tO� (v' � ID 2 . Existing utilities are shown on the plans , their location, on planting plan. depth and dimensions are believed to be correct. The a Contractor is responsible for verification of locations , 11 . Grade areas adjacent to building lines to drain away from and notification of appropriate governing bodies prior to structure and prevent ponding . Finish surfaces shall be excavation. free from irregular surface changes . 3 . Contractor is responsible to repair or replace all items 12 . The stockpiled topsoil together with additional topsoil as damaged outside of construction limits ,' or any items dis- required , conforming to NYSDOT standards shall be applied FT AA"9AL- nzGf Ar 21-o'WXAVU, *NOut,v6Fz4 turbed .on the site whica are not part of the identified to a depth of four ( 4) inches in lawn areap to the grades f nare, OP KOAr7 w' work of this contract. shwon. 0 O D02. wfa.L � tp cr5vyue a I 12° �Q �,-TD►1E AU- - 9' GRowL _ OVND 4 . Blend all work of this contract smoothly into existing 13 . When excavating and filling in tree areas , use extreme II (b0 conditions at or before property line. caution to protect root systems of trees not designed for I W{ l o�Ez� T 1_`rar ttY2 Tor �r176 6) removal. W� MIR�,F1 AIL M-+ (Ty"#*) 5 . Contractor shall visit the site to observe all existing o. I ® ® I �j►,�1OR- site conditions prior to start of work . r . R 6 . Contractor shall maintain proper signs , barricades , fences po G' N�! coNr 4Ka'k7Ft• vt-t _ �� •„�,„ t � __ ((� � � to properly protect the work equipment ,_ persons and property tzo HrN. 6a-r,&L7Bo �t �- lll'� t I�. I� tl II _ IIU ;PI a,lll -NIII . front damage . InIF++�1'I ur1t;D per} (pM co�plLYtp OKLXMI1L►rW 7 . Prior to project close-out , Cantractor shall remove all �p �Gr�Abe debris and excess materials from site . Also, any damage 7-4 16" *,2. STo"IL to field or factory applied fi.nishes shall be repaired. caa gcP � 0 4 8 . Contractor shall strip all top)soil from all areas to be re- graded, and stockpiled for later use on site. ROAD CROSS SECTION 9 . All areas requiring fill shall. be brought to grade required DRYWELL DETAIL �B BITUMINOUS PAVING in 8" lifts . General fill shaill be free of deleterious A -- N'fG✓ material , and contain no gravel larger than 2" , and compacted in an approved manner. - - _ — Bonner Drive - - LOT * 37 LOT t33- LOT +�35 I LOT +u'25 LOT + 27 i LOT ,► 29 I LOT + 31 I{ I v I LOT + 23 — _ - -- - - -- LOT # 17 LOT * 19 I LOT # 21 ' I LOT � 15 I LOT ♦ 13 19 LOT ,(E 1 1 I �✓ !6b h86 LOT ,F7 LOT *9 4 I I _ . , 9v I - , �\ - . 2O`j — t I oo „ ) { _ _ r air • \\\ S 7 8 39' -0" E MEOW =� \\ �. C{ 1kK I NG► ��.� UwttTs o� �\\ �� + LANDS N/F \ ' Carl & Martha Freiberger > I PHASES j i" � \ V / o B >3 5 9 - - LANDS N/F 10 8 Nr tee. - s n / % - \ ` �,�• Lynn Chase & Frank Van Sitter �i--�- -- 81 I II �I r! � \ — ,!\ \\ r . N g1�p0 50 % .� PHA E toBoom GIMIT�j (� N it co �- o `\ �-- \ �' � LANDS N/F John & Jenny Kosmskt .. P WTV I � V �� ^ t \AC y, c+ ra v v. V SCALE: 1" - 50'-0" PREPARED FOR: PREPARED BY: DATE: '. PHASE ONE. i the 1A group, p.c. :` . OCT. 20, 1987 �o o la7 Landscape Architec s I - - -- -- EEKDONALD KRUGER (51815adway SaratogaSpnngs NY 12866 ^ a�® (/F� J°B N°-: 8685 SHALLOW (5,a, SB7 B100 p w i � � , �r�Q°`ll °F�� ,,. SHEET TITLE: - ---- �C GRADING PLAN 10 SUGAR PINE ROAD ENGINEER: Harold Berger N 3 DRAWN BY: �a[/ SUBDIVISION 13 Anyhow Lane e Sozzo GLENS FALLS, NEW PORK Wilton, NY /� FT"f STatEo SHEET NO.: TOWN OF QUEENSBURY, NEW YORK SURVEYOR: Paul Tommell REVISIONS*- L-2 432 Broadway Saratoga Springs, NY (O/% 't;7 �At, NORTH 1 6q U1Ke IiL1C ( on-tYF� At'I't=OV6C? 6-fANvAIp rpe, z z W" A4:U l}y1?IZ4NT COI-VWNOt' QUG'"OUle-Y, NY, ToPSbIL FAQ- F F' q St+kflo�Y�v iG cgm•9� I.OLA-TION GIcOUAlD 4�II P'C� / _ ObGiylll,TlG �vFiPtL np E1VLT.4 P.aA/Jtr/LL --i9ft4E TAP _ — — — — NANNOLb COVER- 12" MANNOLCs cv/Ek- P,4PEst OP- 5rn�w MAIN —+ INLET" - -` INY. °G lUl•G'T 2'° AtDDVE L i. I 3/,� C°PfEK'IINC-{ 1�ORNCf c�P orgy n•�y ttq 1 Cr Otft6E7CtY OU rbET �— L14LIIt7 (.P.VPLL I —� P K iS : : �7R/g1�T�R- P/>'� ; ontfA3 2 4'UL1�p I Ild' Ib"I I ' � cAULk6t� 1ott7T 2 �'-o' o.c. i JOtN? Np? 6�-1- t"I'UIzTYiD�N / !kN>'J t-�Dtfl�Pl-�7 }II 4PN t`(AKY i � . e,eFt%tr� 1MY lee N C yN�Lt 1 A1OVFb F3Y-t1kE n`9 I �• NhEv IN•irEabGF .GLU�E,,i✓t3L{�` V/aT� t%Ft�t" �QK/b) 7lhCy,�rf�114►1N7'A6 ,�y'b :. -� :' ` �{$°MIN.-(.d'NRX i TNi^LK11FFfv FUK- \1 •'i... L S/IIO. — IA�UitJTk nl ,��„ IN -1 ! WATER SERVICE DETAIL LIt u �L�b III GR�vNO WATEK, ')�I ITS- N - I Pw P4cx r-`. WVAF w _ tnr 1 ATVV- KmN S�G-T I Dll Inou laAl . 2¢" s N/.9. •. 90° YEN D 4"5' �W D �� /�PC'flG iD�tIL SSGTlor( ' A�iF'LIAVrtG N •` . �57 C.MK.7JIlPP6T 4lt4t'+r" ,VAL, ,. iilaPl Y �GTLOW -� �I��° � •' 0'P 6 I OU"fLE'f II !II II@! O ®. b , I , V. ✓' PI1Jblc✓/Lle� i11 �/L _ I t j I I o �.: \ v ( (� ( C� c vvcv Z/H 'NL�1- 1N "+�ll,l 3 i I t$L7N/ :: . ........ W...,..".. . . _ xb Hr/G 1'OV I� Ask }zF)f7 (t?� `r GUK�S W I.iC� I '• N I JLYKJ ' � . .:: .:. :.: y"• N u !.. �.6� 9 i S� TP-071A c rvs�lli or hill 111 - MAW t�ti FIRE HYDRANT & VALVE DETAIL pt AN PER PT. a�4" TD t6' �ill7e 7C t�R. TYPICAL LOT LAYOUT SEPTIC TANK DETAIL 1000 Gallon . TRENCH DETAIL THRUST BLOCK DETAIL hr"�nwMa'f� �JCdsLPi : !"—aa`-�" fy-r.�✓. �iT.�. _- - Bonner Drive - - - CON/J6GT1014 TO EX PST - ey - - I LOT ,► 37 quEeNS >�Y W TEK _ - �-- LOT r 3 3 LOT r 3 5 a�Ptt/cTnnENT LOT # 27 I LOT * 29 LOT rat I r &" I/AGY� - - LOT 023 I LOT r25 I I I r 6P" cC'. 51- t�u�Tl!E LOT r 19 LOT r 2 1 1/�N wa7ER nnn/1v LOT r 17 I I LOT r 13 LOT r 15 I LOT * 1 1 91 LOT r7 LOT r9 I I I .p, � qe I 1 i ` \ - mo 70 2Dc I I S 7 8 39' 10" E _ I ti. T� . .00 do �+"' . �� - LANDS N/F -- �' r - —L � . �•� __ �T Carl & Martha Freiberger " / " CU00 B �x PHA 9 ' � \ �- I I NYrik'v/lTVAI �, ` /9$ ■ 2 �•.G". "TES 3 5 - g _- - - LANDS N/F �, 8 _ - - s Lynn Chase 8 Frank Van Sitter = - - - 8 10 . 00 ' / / \ \ 150 i �rxW I � 4 ---� , -j _ __ � may, . a:►�•. ` "� o 1 - I � 1s - �. ..�• . 1. - - �� ` /�� , z '�e'� '>z ;� . ®z SEWAGE SYSTEM NOTES �� B u 1 ) SEWER PIPE TO SEPTIC TANK SHALL BE PVC o ` PHAS _ + T SYSTEM TYP. �c I LANDS N/F John 8 Jenny Kosinski SCH- ^ SEPTIC S � � � I 4 4 DIAMETER AT 1/4 /FT. ZI , '� __ L 74NK 1/�� 64L. Co%/G�6TE / 2 ) SEPTIC TANK TO DISTRIBUTION BOX PIPING _ _ WATER SYSTEM NOTES SHALL BE 40 PVC SVK-�, AT 1/8^/FT. --�'-^ ., ,.�Vi� •P< 74V,-- B�' FC�ieT MQL -P- Or- 54 SAL. � ' �� ' y P/�� - 1��OX r-T M1LL�le_41D Ilr { I �ti I� IUI'1�tn� \4a �� 3 ) TILE_ FIELD PIPING SHALL BE 4^ PVC SDR-3J3 I PERFORATED WITH ENDS CAPPED. 4 ) PERCOLATION TEST RESULTS ON THE SITE INDICATE ^� Y.a9�W ON D-5 M�/. t'ERG. -4T�, ONE MINUTE SOIL. NOTE: FFF'rm To (aFtl1b1N6P P l--G✓�t fiOrC F?AJAt �� NOMG� �{�GtL tJOT �X t7 3 JI�oMS &DING? 1N SEWACaE lJl�csAL AREAS GONTOUCz 5l/(N/N AiCe MOT 2Ef�r�b�>N AT I V E of Tl46 r�k-cPOSEC) r-}NAL C7lcz-'> IA! v4tf$ 6 f�tZEA.Gi . f PREPARED FOR: PREPARED BY: DATE: SCALE: 1" - 50'-0" PHASE ONE: OCT. 20, 1987 �� the LA group, p.c. ESSIOMt[ JOB NO.: SHALLOWCREEK Nis, Landscape Architects • DONALDKRUGER 46BBioadway Saratoga Springs NY 12866 ,, , e� f 8685(518) 587 8100 '\\ o. BFR � SHEET TITLE: 10 SUGAR PINE ROADI ENGINEER: Harold Berger /; DRAWN BY: UTILITIES PLAN SUP- DIVISION 13 Anyhow Lane r i 56220 GLENS FALLS, NEW YOIRK Wilton, NY /! P °fTHE s1►�``° SHEET No.: TOWN OF OUEENSBURY, NEW YORK SURVEYOR: Paul Tommell 432 Broadway REVISIONS: L-4 Saratoga Springs, NY °l /b'8-7 �ALiNORTH --- --- - ---- ---- ----