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RoundPondRoadSUB_4_1993 LANDS OF _ �F NE L MAP OF A PROPOSED SUBDIVISION MADE "()R S 81608 '30 " E ALEXANDER & SUSANNE HIRSCH ` •r�® �>trr� sG ,�,� '�'�, O� C U.1"ID O .PA S`.S`A R.L;",7_w.L_T 150.00 1s8.sr V? :� .�° I� r ROUND POND SUBDIVISION d► ` r v+ . rF w 3 1550CZ FOV. VINAt, 9,6046W q t 3 �� o�}� SITE PLAN Vf A 55i54 �t�+ LOT 19 i�� 2 PER TOWN & PUBLIC COMMENTS 9/8/93 ♦' '• A 1 sill 4 r ORR�f10� 1� 18,665. s . ft. 1 ISSUED FOR D.O.H. REVIEW 7/30/93 • '�0; Drawn: MITCHELL Scale: 1"= 50' Date: 6/24/93 q ,� Op 11ti'� 0,42 acres R " 25•00' ''••••••`'• H AANE N ENGINEERING Project No. �� LOT 18 �U\ L 44.58' 0 REVISED FOR PRELIMINARY REVIEW 6/30/93 John L. Haanen, LOT 17 21,243. sq, ft. 3, p PE Thomas W. Noce, PE 'o. 0,48 acres o. Revisions Date Q UEENSBU R Y , N E W YORK 46�26-~C1 37,258. sq, ft. s„ N a. ,,G, 0,85 acres + 35 15' ,r,�, TOWN OF QUEENSBURY Cl)� v� 1 COUNTY OF WARREN VanDusen & Steves Surveyors o p L N. Y. STATE LIC. NO. 35617 MAP 85592 LAND SURVEYORS, GLENS FALLS, NEW YORK 16 a E �2� a �63' 40 Q., ZONING INFORMATION.• OWNER/APPLICANT ()0' to t,, ZONE RC+15 GUIDO PASSARELLI LOT 16 100' o+ MIN. LOT SIZE: i5,000 sq . ft. 45 HERALD DRIVE 36,843, sq, ft, 9� J a MIN. LOT WIDTH. 75 ft. QUEENSBURY NY 12804 0,84 acres 00 SETBACKS: PHONE (518) 745-5421 FRONT 30 fl. La sq• REAR 30 PROPOS 26,9$b• aGreS 0 o SIDE 10 ft. ea. S Conk. a M ON EN co Al �C �Q� �ti '�� v' �� PROPERTY IS LOCATED WITHIN i vi THE QUEENSBURY UNION FREE SCHOOL DISTRICT 2a,8$6 acres co II 1. r,, THE QUEENSBURY CENTRAL , , � FIRE PROTECTION DISTRICT LOT 15 0 t"i 25,852. sq. ft, 00 0,59 acres q� CD ... T'HkS SUBDIVISION MAP WAS PREPARED ' Cb• r1 REMAINING UNDER THE SUPERVISION OF A LICENSED ,s 87�4 Q , Q f U0 PASSARELLI A FIELDLANDS OF LAND URVEYOR SURVEY, AND WAS MADE FROM 73 „ 23Z'Q O THIS PLAN IS CONSISTENT WITH THE ZONING 29 28 �' =r'. 5�� ape $,5& 9 ca z40.52• Pf� a tz 25.g0� ORDINANCE OF THE TOWN OF QUEENSBURY, e3 � �G 1 ROUND POND r N ` PROPOSED IRON ROD MARKERS TO DE SET AT R 25 00• L�/ � 2 N to EACH LOT CORNER OR CHANGE OF DIRECTION. L •' zz.a1' x -' a0.18 w LOT 14 �g �-�� cq' S 2 263. clik 5 ` 20,377. sq. ft, b� ,s Po 2-i,4�3' pGre 10 D• 0,46 acres16 ♦ �d i PROPOSED q•'�> 33.3 i CONC. o N 87.18 30 MONUME E ` 5.�5' �� \ X S y '3' LOT 1q0 � . A 155. 48,434, s ft. " acres 4=64.5 rat, —A 3' 01 ' I - LOT 13 p 31� .6 � 40,665. sq, ft, •o+ " 0,93 acres ` I ` 1. COMMON ACCESS DRIVES FOR LOTS 9 sC 10 HAVE A MINIMUM 12' WIDE TRAVEL AREA, 24' WIDE CLEARED AREA. ROOM TO PASS � I jj, ` A TURN-AROUND AREA NEAR THE HOUSES.TWO VEHICLES ALONG ACCESS AT APPROX. POINT, AND ROOM TOR APPROX. LOT 11 �p; ♦ xp SEPTIC 2. LOTS NUMBERED 1 THROUGH 6 ARE SHOWN WITH COMMON Cb 50,421. sq. ft. LOT 9 �.� SYSTEM DRIVEWAY ACCESS. PURCHASERS OF THESE LOTS ARC: �j •4 � �` 1.15 acres 56,378. sq. ft, ENCOURAGED To UTILIZE THESE COMMON DRIVES RATHER TFIAN � LOT 12 + 129 INDIVIDUAL DRIVEWAYS. 45,612, sq. f-t. , acres OV 1.04 acres �CT% �p ` P \;O1 y0, ey y��♦ .rp 0 EXISTING WELL h c,� 40� S5 '09 " E84'2206.00 ' E -'w5'09 E 312.00 150.00 s,f9 � 2'18 31 5 150.00 1?0' j A,82.00 . ' 1553150.00 150.00 Ay �o I 150.00 + ♦ e w � W ♦ WR3A � 44 �, `° LOT 5 01000 it tin LC17 4 47 °i 30,659. sq. f t, W N LOT 6 N o A 3 l N q o 10 27,072. sq. ft. co o1 fit, gg. /' � ko CO LDT 3 00 p 32,273. sq, ft. qa N 0,70 acres O LOT 2 w N 0.74 acres o 0,62 acres as 3 4 �4`e5 35 AO 00 LOT 1 !N t, o � 33,533. sq, ft. q� cv o \ 43, 9 ace A� ZONING DISTRICT BOUNDARY (TYP.) t, '� 33,712. sq, f 0,76 acres �O p,9 S � 33,777, sq. f d N U•77 acres �' N , j N 00 0.77 acres b N > \ 08' �0 5a, Ao �,. N.Y.S. DEPT. OF HEALTH REQUIREMENTS ' 5 1. THE DEVELOPER MUST FURNISH EACH PURCHASER OF A LOT I ' 55.31' 19.39 ' 84'68 S WITH A COPY OF THE APPROVED PLAN. 70.85 94.76' , 30" 79.71, r] 84'39'00 " W N 87.51'50 " W N 8g�55 2, THE DEVELOPER SHALL FURNISH EACH PURCHASER WITH AN 114• , ACCURATE AS--BUILT PLAN DEPICTING ALL INSTALLED ,3O 00000 SANITARY FACILITIES WHEN A DEVELOPER SELLS LOTS WITH 81.37' N 89'03 20 if ,..■ ]� ,f.J cQnST�ucT�� Rousts. (j 8,95' w 3. WHEN INDIVIDUAL WATER AND/OR SEWER SYSTEMS ARE 150.04 ' 150,00 ' N 7.32 10„ some 000 PROPOSED AND LHU (GLENS FALLS DISTRICT OFFICE) DOES _ jDr110a N �',25'10 " W V YORK STATE DEPARTT':FAf'1' OF HEALTH � NOT INSPECT CONSTRUCTED FACILITIES, THE SANITARY �+�� c�EW FACILITIES SHALL BE INSPECTED AT THE TIME OF CONSTRUCTION i N 84".`5 00 W ,rr �� cth� GLENS FALLS DISTRICT BY A P.E., R.A. OR EXEMPT L.L.S. FOR COMPLIANCE WITH soma___ --- ors now rr� �� ► �� r APPROVED PLANS AND WRITTEN CERTIFICATION SHALL BE SUBMITTED-Rcy ` .� Refer t0 fi.rst sheet fore roved date end signature•rw� � + . P� I� PROPOSED WJ1Z MAP MMHERI3 '1'O BE 67-3-* WHLRI! * INDICATLti IATIi i"B 1-23 now �� mom TO THE APPROVING LHU PRIOR TO OCCUPANCY OF THE f . . . J / /W LANDS OF / << - - — _ ..._ - .._..._ MAP OF A PROPOSED SUBDIVISION 'AAL11. FOR ALEXANDER & SUSANNE HIRSCH - APPROX. Q� N�ly' J J SFPTIC .�`� �,. G L7 _D 0 �'A S1.5'A �R L.LI-- - - J/ /l ' ! / / / / r. r I I I 1 � \ SYSTEM I`S w. �� , / II l l l / ! I ! l \ /- / _- � ,: ! ROUND POND SUBDIVISION � 4 REVISE WATER VALVES 1 25 94 * 4 c; 1 J 1 I I I �._ _.j r ! 7 � r--- 3 ISSUED FOR FINAL REVIEW s/29/93 - -- L \ I _ . - -- _- Mi ITY PLAN LOT 18 f I 'rj , / � �" - 2 PER TOWN & PUBLIC COMMENTS 9/8/93 ,1 , LOT 19 IC SE� + _ -- - -- — �rr�r ,�'►p`; y �y� ) 1 ISSUED FOR D.O.H. REVIEW 7/30/93 Drawn: IuIITCf ice` ;rr = jQ' i ')i t�: G t4 9J _ _ __ 0 ISSUED FOR PRELIMINARY REVIEW - -6 =0/93_ Johr 1. I I r r �n T .� 1 1 {ir Project NO. 480� � / - I`a 46026-1 LOT 17 , / �� /J J \ ' \ I � , No. Revisions Date 4 U E E S B U FR J / �` k TOWN OF QUF,ENSRURY - ,, n n D ,Y COUNTY OF WARREN VanDusen & J J J' 01j rs # - i i i '�� \ ' \ ° •� , / / \ ` - �`G '"Y � N. Y. STATE LIC. NO. 35617 MAP 85592 LAND SURVEYORS. �' -pb >< OWNER APPLICAi%�): TEST PITS PERFORMED BY MAANEN ENGINEERING 2/4/93 J/ � / / / /� a. �Q / - GUIDO PAS'SAR,7.L .,f. �... I \J �i' ,r r v / / f / / LOT 16 �/ \ / S ! / / TEST PIT SOIL DESCRIPTION REMARKS ` , / Q / / 45 HERALD DRY 7,,"" QUEENSBURY NY o_ r, J \ �" - 14" SANDY FILL 14" - 24' TOPSOIL LOAM PRESENT NO R PHONE (518) 745 ~ / ( ` \� \ / 24 / / 24' - 48" MEDIUM BROWN SAND 111 ` _i �Q� / ` / / / I00, 48" - 72" MEDIUM/COARSE CRAY SAND O / 'Y ;.� \ /,r /' 1 / / f \ 0" - 1O" TOPSOIL/ NO WATER r / \ \ / r I 10" - 36' MEDIUM BROWN SAND PRESENT PT 1 / I .,'' 36" - 72" MEDIUM/COARSE SAND / f , MI . o sEC. 0 10" TOPSOIL A �� 10" - 24" FINE LOAMY SAND wAr°UFR � LOT' 15 ) Y \ l AT87' ? 24' THIN LAYER OF GRAVEL IIl�/ \ \ \ \ / / I / / / I ,\\ REMAINING 24" - 72" MEDIUM/COARSE SAND LANDS OF PASSARELLI 57" ALL GRAY- POSSIBLE HIGH o GROUNDWATER r - ` T 15 OD � \\ \\ �u _-- �/ / �/� � t �}�, iP-4 N _ \ ` / / / / /� ` 1 0` -- 5' TOPSOIL NO WATER }1 1� `� PRESENT 1 1 1 1 _�fsT JF'� ig i.,58 > / \ `" ! / / / // / \\` rd 5" - 24" MEDIUM/FINE BROWN SANG ROOTS \ r r� � ,`\ �� 24" - 40- MEDIUM SAND FULL DEPTH 4 " 68" MEDIUM SAND/FINES/COARSE 5COAR COBBLES TO b • ROUND POND-5 0` -- s- TOPSOL NO WATER / / / / \ PRESENT �7 / �o ��o a oo — pG / r / / / / `\\ \ \ l 1 I 5" - 16" FINE/MEDIUM SAND, SOME LOAM / / -� I� 111 • J \ \76 z3 16" - 40" MEDIUM BROWN SAND 40' - 72' MEDIUM/COARSE CRAY SAND . `-7 � C 14/ � f / ' / � `\� � \ �Y _ � � � �\ �� ' � / / j 1 1 � �1 i1 \\ TP-6 / r� \� I - " \ / �� 11 \ 0• - e" TOPSOIL NO WATER a 6` 24" MEDIUM/FINE BROWN SAND PRESENT TP4"7- 68" MEDIUM SAND \ \ // �_ - -_ \ \ / Mp CR��WA Y�� ~�� // / //�%//" / 7 / l / / 'I ! _ -- \ 0' - 8" TOPSOIL PRES N NO T WATER \ / ' 7 � / ` B" - 24" FINE BROWN SANDS 24" - 48' MEDIUM/COARSE SAND 77 0 48" - 66" COARSE GRAY SAND 10,- ,n - � i \ / � / / // / / �/ � 470 - 100, T ) t / .- �- r ' �x \ - _ - / - UTILITY POLE TO. - _-- 1. C __.. _____ _ � _ _ _ ILS � _ / --� _ _� r--- - -_ --- - / � \ 1. COMMON ACCESS DRIVES FOR LOTS 9 & 1t� HAVE A �fr•NIM�DM '\ j 4 i� �- -W�~ r __ - - -� _ _ - - / / / / / - i / r = J _ 1 _ - - I y '�1��, l 420 BE RELOCATED 12 WIDE TRAVEL_ AREA, 24' WIDE CLEARED AREA, R(�()�rf T€� PASS \. T _ \ \~ y -� J ) Al IPIROX, TWO VEHICLES ALONG ACCESS AT A1=PROX. rOIIN 3, ANO I� dW FOR y - w _ � 45 --' r " `` _-_- - `� �[ PT l( A TURN AROUND AREA NEAR THE HOUSES. -_ .� � } �`�, � � ♦ r 2. LOTS NUMBERED 1 THROUGH S AF2F SHOWN 1�tITFI f;41�1�4f,?i� LOT _. DRIVEWAY ACCESS. PURCHASERS OF' THESE. LOTS ARE 1� _ �- // //}i} s URAGED TO UTILIZE THESE COMMON DRIVE 7 PAllfrR THAT _- - - 1 .� _f / :' - _ _�_ __ LOT 9 — DCVIDUAL DRIVEWAYS. _ - v j - -- .� I v l rr `" _ - ._.__ .. _ / o / T YORK STA7r III I ' --- -- _ G I.... If I I If 1 � ` r '- ~ r_J-T - J' •" / " :. / �-Y � � F f _ _ V _ — _ — _ _ �� — _ -- --- -~� r Opp f\ r _ FY,I_�Til WL-LL h a , i?1' 1 ILA_ a VMd 440 - _ - c�_ �p p!� k f TO BE REMOVED _ - y �_ 4 IN _4 3 C� 1)M ,4SO 7L \ .._ ..... — ,..� ..�.�.. �^.1- A �,.�.r - ., �_ ._ Nam_r �� 1-- _ .--- -_--_ .__. -._ ..... _ .- �.. 440�\ �` � \\, �. — `.`__ --. --�.....�- «~� � .._. �,� .-- � _T /-yam / i' . �.- �"`�- � ._ -- .__ y- � �' r _ .- -.ter � --- ' - .�_ --'�- - r `` `T -+..._ -._. -' +r -ram = _ -_ _ / r�• �..» i -- _ . _ "1 I S \ y r 1 y =LOT 4 `-- LOTLO I _ LOT 1 -- _ LOT~2 _ — T � _ r� � -�— _ — — -HOU$E- 4a /// - _ _ _ - - _ _ �` _ HOUSE — HOUSE -Rol ♦ \ . f''' / -' LECEND HOUSE- / _ SfiT1$ 410 0 v S E TI PT / � ` ` �.�._ _SEP-TiO a \ , �, 15 PROPOSED HYDRANT ASSEMBLY PT-3 z 1 MI 3 SEC. - _/m PROPOSED VALVE 410 r' �� / _ Q►� --SEPTrc 'tf a o \ THESE PLANS Ail APPROVED FOR CONSTRUCTION ( OP THE EpTfC j �. MUST BE ONWATE I EISTRIBUTION SYSTEM - A COPY DURING CONSTRUCTION WORK 1 - *---BOW— PROPOSED WATER MAIN (SIZE AS, INDICATED) UA TDV � 9` J I , _ n - ~� ` _ �, r J Any lanpes or deviation must be app�'Y#W, PERCOLATION TEST HOLE _ - -^- V I 0 - ._/ 1 In► the Water Department dr bZ PERFORMED ON 8/2 /93 .. 12 / 410 #3 de #4 PERFORMED ON 6/30/93 SEE DWG 46026-105 FOR CONTINUATION 404 OF PROPOSED WATER - - MAIN 40� 1z . LANDS OF 1 � — OF s�Efv MAP OF A PROPOSED SUBDIVISION MADE FOR I l I € 1 I I ! --�ALEXANDER & SUSANNE HIRSCH - aMNI N W r r N AL RU,em � ROUND POND SUBDIVISION 1 ss v UD FoR 3 PER TOWN k PUBLIC COMMENYS 9/10/93 ,� � R GRADING & DRAINAGE PLAN / I 4� 2 TOWN ENGINEER COMMENTS B/I A at LOT 18, / L13 19 sosi0� i s��Tlc , Drawn: MITCHELL Scale: 1"= 50' Date: 6/24�/93 1 1 ISSUED FOR D.O.M. REVIEW 7/30/93 H A A N E N E N G I N E E R I N G Project No. p ISSUED FOR PRELIMINARY R£VIEw 6/30/93 John L. Haanen, PE Thomas W. Nace, PE /x �� / ' � i� / / \� / / / 1 / 1 , '' No. Revisions Date 0 U E E N S B U R Y . N E W Y 0 R K 463 > ti I TOWN OF QUEENSBURY '/i i !' /�' �' / :''\ / 4 �a COUNTY OF WARREN VanDusen Ci GC1[/ ! V \ _ LAND SURVEYORS GLENS FALLS, NEW YORK \ \ a� / �6 N. Y. STATE LIC. N0, 35E17 MAP # 85592 NOTE: ALL EROSION CONTROL MEASURES SHALL HDI CONFORM TO NEW PORK STATE GUIDELINES -FOR OWNER APPLICANT � a / f . /1� \ k f GUIDO PASSARELLI ♦ ' 45 HERALD DRIVE QUEENSBURY NY 12804 PHONE (518) 745--5421 \ r 471 00 ZZ T 15 \ " H�jP�E—L � �� 1 REMAINING III111 ( , I � j1 ! u � 11LANDS OF ` f Y / / l PASSA E I f 1 I / I \ / / 436 r { III ry , J �,a \ o / � ROUND I ( I I I I11 fly �� ,'�!�/ 1 ya /// / �/ \ 1 1 ra VE 430 470 ...�� _.--..-^.- -.•-- _` •�.. �. _ „yam �T� � —L , 1 1 r \ 46 / / j ' I { r -,-- ._.._. --{^ ._ .�. ....__—r..� �ti`-^^-/ � 1 `� _._,._ �,." ' � / r �^ ...» ram' r �,f '�-r .•.�- �.- '� � / �/ 450 �"'. r- J -� 410 f � r�� f r � : i1 � � 1 1 \ � � ,K .�- � �= � � .` � �' /r � _�,. �/ � / /// � .._. �`' r �"•� �' '� �� Af � I 1 `t'Q 1 40 ��^ �! y � � �� `S �� -+..-. -r^fir �... � .....� r'� � �//, � ""� •. / r �"'�^ �— / /�� _ y� � / r � � ..� �.� �� _� � � _� �.—� r r f �' � r� � �` `1 �(j -r W 1 402 0 �. �� t �.�.�� \��q � �..� �� .�.--�� .� ^' '.� � ��`/ / ��`_ rr'' .--' � r..�� '� ^'�"fir � �^" -� r r^- —' � ,•� � ..� � ,�, .1 � ~ � �� , 1 � � \`� i'� �y. � � •"'-.� \ �� —. �� ^ "- ''�.�-..-^`_...�_� / / / / r r.r �'�� -� _. �.r r f �� 'r a r � .�� "'r_ — -z � � � 'I r ~ �~ � l \ 4�' ! �:..,. �L •y '*. *�... --.. �-... _ ,..�`_...�r�-.,.. .--.• �� r � � / / / �r^ '� o .�� - ..r r 1 Jam. r � � � � --�� ..., ...... .-... .,.... �� . / 1 \ \ � i ��.,``e. '^' ....... - �..� .,,,,, `�—� .�� r r r r.-- -^'�.r �"� / / / I� � '� ! ��' ✓ ,� .....�- ! �' �' r f _„� � .r ,�,� �� , I \ «��""�� r: •. "`^ `�...�., �`•. .-.� � ,.,,. -� �� r �-�"f ✓ �1 s� I / ✓ �.` r f r '� ..,.- ._._ �-. '�.» a r r �- �-+ _ ._.. ��.� �... � �^ ._. �... �.� � I r �� 1 \ � � t 1 \ �{f1 \ \ 'r ! ,�, `•..„ �"'^ „e..._. .._ �— .. -.�`... � �..` .`. -.�. ' '�'�•^' r�r �� / /�/" f_r�f 1� ._..... ...� .�.---^ s r r-�-- r "�� r .� ' '�. �+� '� �. ..�ti a .. .. `",�''�."" .�� "-- �• +,. wyW ,�,. r _ .ram .r �/ /I.��r rr s r '`T "�''` �1 ''' �-^ �� ry r �, r --^�� ^� I —�• �' 420 LOT __� � LOT LOT HOUSE }-t USE � ` --., ..,.,. __ �1 �A'0 — I J � � \ 4_ _ -- / / , II 11 _ 1 �' i � � � N O ` SEPTIC \ p 10 AREAS OF 257G GRADE OR MORE HOUSE r f // EBT3@ a / c� _ / Q� PROPOSED DRYWELL oo z —460— PROPOSED CONTOUR SE'"c `� SEPT]Z�� — -� IN, ....... —442-- — EXISTING CONTOUR HAY BALE EROSION CONTROL x" n - r \ NEW YURK STATE B::.'P,^Ii:[•.,•y,l G'x HEALTH Y — --- r �r— /� 7 GLrPIS FALLS Div",210T SILT FENCE () U-ND 410 -- "� 410 Refer to first sheet for approved date and signature 404 LANDS OF OF N jy� MAP OF A PROPOSED SUBDIVISION MADL I7OR ALEXANDER & SUSANNE HIRSCH w. � G UIDO► ER Oly '<� ROUND POND SUBDIVISION INC 2 COLORADO SPRUCE 3 PER TOWN & PUSUC COMMENTS 9/10/93 % + . 'r a}W LANDSCAPE PLAN 3 BRADFORD PEAR 2 TOWN ENGINEER COMMENTS 8/6/93 �oAA5515t *��+ G `� 11 7n' _ � ovess%o�' Drawn: MILLER Scale: 1"= 50' Date 6 24 93 EXISTING TREES TO REMAIN /Q� EXISTING TREE LINE 1 ISSUED FOR D.O.H. REVIEW 7/30/93 TFO� �/ LIMITS OF CLEARING o�s� ` O ISSUED FOR PRELIMINARY REVIEW e/3o/93 H A A N E N ENGINEERING Project No. �+ John L. Haanen, PE Thomas W. Noce, PE L❑T 19 g No. Revisions Date 0 U E E N S B U R Y , N E W Y 0 R K 4-6026—C4 601 LOT 18 TOWN OF QUEENSBURY COUNTY OF WARREN VanDusen �C` Steves Surutyo a ► Q�u N. Y. STATE LIC. NO. 35617 MAP # 85592 LAND SURVEYORS, GLENS FALLS, NEW YO.R 3 BRADFOt�"EA�fi ar�NER APPLICANT MILLER LOT 17 Landscape Architecture and Land Planning / GUIDO PASSARELLI 37 Chester Street Glens Falls, NY 4 COLORADO SPRUCE 45 HERALD DRIVE l QUEENSBURY NY 12804 \ a ' PHONE (518) 745--5421 LOT 16 Zp PLANT LIST � QUANTITY COMMON NAME BOTANICAL NAME SIZE COMMENTS i 6 BRADFORD CALLERY PEAR PYRUS CALLERYANA "BRADFORD" 2 -- 2.5" B&B LOT 15 12 SUGAR MAPLE ACER SACCHARUM 3 - 3,5" CAL. B&B a 9 COLORADO SPRUCE PICEA PUNGENS 4 -- 5' HT B&B � 2 ZUM1 FLOWERING CRAB MALUS ZUM! CALOCARPA 7 -- 8' HT B&B o ' EXISTING TREES TO REMAIN 1 PIN OAK QUERCUS PALUSTRIS 3 = 3.5" CAL, B&B LIMITS OF CLEARING 14 NORTHERN RED OAK QUERCUS RUBRUM 3 3.5" CAL B&S TB+�p0 REMAINING LANDS OF PA55ARELLI ROUND PON 2 FLOWERING CRABS I1 PIN OAKtell sow L 00 14 RED OAK LOT 14 1 STREET TREES OMMON DRryEWAr L❑T 13 L SCP77C � y -.J g N LOT 11 y / SEPTIC L q T 10 � LOT 12 HOUSE 3 COLORADO SPRUCE D HOU!7 r LOT 9 f„Q EXISTING TREES TO REMA N 0 EXISTING TREE LINE LIMITS OF CLEARING 4 RED OAK �.�i Ao o 5 I EXISTING TREES TO REMAIN LIMITS OF CLEARING EXISTING TREES TO REMAIN I �ySE LIMITS OF CLEARING No L❑T 5 LOT 6 LOT 3 HOUSE HOUSE HOUSE L❑T a • HOUSE HOUSE F --- 7 HOUSE SEPTIC SEPTIC SEPTIC L C]T 2 - - - --� o • -- - LOT 1 sEPTic SEPTIC , EXISTING TREES TO REMAIN SEPTIC m ' L �- � C— — U a * O A D LIMITS OF CLEARING • c� • ,_ �. �.ar-- r1 GLEI S FAL.TE �ah UI r1 IGi HEALTH � a h THIS AREA TO BE CLEARED � ouiVD TO IMPROVE SIGHT DISTANCE AT THE INTERSECTION tCly Refer to first sheet for approved date and sib EXISTING TREE. LINE � �'` �'' � EXISTING TREE LINE i 12 SUGAR MAPLE STREET TREES 50'-0" RIGHT OF WAY ill-0" 2 ,-0" 24'-0" TRAVEL LANE _ 2'-0" i 3 1/2" ASPHALT CONCRETE rr -2' COMPACTED BINDER NYSDOT ITEM 403.11 -r .,1' 3 1/2" COMPACTED TOP NYSDOT ITEM 40:1.!r T'0`17 6 i r MAX. E F," TYP. AL#..OWABLF SLOPE 107: 1/4" /FT. 1/4" /rT MIN. ALLOWABLE I SLOPE P2 � a PRECAST C,-Nr V"YWELL (AS SFIr"Yy! O�' {'LAN) PAVED WING-TYPE SWALE7 COMPACTED SUBBASE HIGH POINT ELEV 444.15 HIGH POINT STA - 16+90.78 PA STA - 14+90.78 BASE COURSE - MINIMUM DEPTH 12" NYSDOT IT!- -11 05 PVI ELEV - 40.84 TYPE 4 TO BE COMPACTED IN TWO LIFTS A.D. - I:.QQ K w 16.67 i # 150.00, VC TYPICA ROAD SECTIOtl N.T.S. to e4 h PVI STA w 13+50 "� r PVI ELEV - 4,30.50 co A.D. •• -3.00 00 K 33.33 LOW POINT ELEV - 427.71 i LOW POINT STA - 11+53.38 100.0w VC PM STA - 11+50 / \ PM ELEV - 427.50 A.D. •• -3.47 in K 14.42 I I 50.00, VAC I W a w �! n + + + 0 r 1 m W 9 4 of Ii 1 / 1 r DAnW a7.LY 410.00 �A N� OD� r' tON 01g 00� M7O NN Ul ^RED r,� cad a} ►"1 M N N N N N N N +`l co M Vs 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 HIGHPOSNTE DRIV HORIZONTAL SCALE: 1"- 50' VERTICAL SCALE:- 1 5' 1 w�� GUIDO PASSARELLI co ' ROUND POND SUBDIVISION 1 � a � ' sw PROFILES f ! � NEW YORK STATE DEPART? IT OF HEALTH GLE—l"i FALLTS I l3T,.TCT 7- 15 50 E TbQ #Iy�G. ice+ yll 9 z 1? A40►'ttstiCw* ROM, to first gheet iron hprrbved dnto m4 al-gwitu" t IOWN EMLJpJ elook 6 M+K tNTs Drawn: MITCHELL ESCalft: AS NOTED Date: 6 24 93 0 ISSUED FOR PRELIMINARY REVIEW 6/28/93 H A A N E N E N G I N E E R I N G 4- 0 2 P 1 John L. Haanen, PE Thomas W. Noce, PE -� No. Revisions Date QUEEN SBURY . NEW YORK I ' I 10°-0" O.C. MAX. CONCRETE (. SWALE Pop /\/ BALED HAY OR STRAW 2" WOOD BLOCK 36 FENCE POST \ U a DRIVEN MINIMUM 1 F" �` l Q� I INTO GROUND % CONCRETE k slLr STOP EMBED IN GROUND N. VARIES S SHOWN �. w a 3 ON D1,4% OR AS °f F'L0W ! ;• , �e 1 -4 i : .':',. ,;,... B" MIN. ; p DIREL,TED BY •; ;i'`''' ::..w ... �:�;1;:= i ENGINEER E ,. ,r• :., :;r•",,•. *� .�.,. ;' ''.,«•..Yt BEARING AREA \ \ \ :+ _._...._... } 'r�. gig; .�.:.v'••r: a " ON UNDISTURBED /\/\/\/\/\�'/\/\ / / `/// �� .�� \� �� tj' ��;.i.; EARTH \�� /� \//��rU/�\��j✓/�/ \��\� \�'< /\\�/ % �•�.. "•'�_•� • � :� U E7 BEARING •. •, )� -CONCRETE AREA jSOIL BACKFIL{I_ BEARING AREA I � PERSPECTIVE NOTE: PROVIDE 6 SO. FT. BEARING AREA AGAINST PLAN UNDISTURBED EARTH. (6 do 8" PIPE, 2000 PSI SOIL BEARING) YP "A" —36" FENCE POST T E TYPE FOR CHANNEL FLOW FOR "B� SHEET FLOW � SILT STOP WATER MAIN THRUST BLOCKS M BED IN GROUND 8" MIN N.T,S. ACH 'BALE 3' STAKES EMBED OVERLAP F'LOyy'A*>� EDGES EXISTING GROUND ,q z \ \ UNDISTURBED GROUND 711 SEGLQ� NEW HYDRANT ASSEMBLY PER QUEENSHURY WATER DEPARTMENT STANDARD. BALED HAY OR STRAW —4" EM13EDMENT SEDIMENT CONTROL FENCE Q DEPTH (-ryp.) N T S FINISH GRADE 6„ CONC.SPAD SECTION SZRAW -BALE DIKE EROSION BARRIER If VALVE BOX N.T.S, 44, f , f ;�'•'r ' '� ,` r 0�� HYDRANT WEEP 1'.r � '♦ 14 � 4 '� 7 f �rR �1 f EROSION COMMOL DURING CQNSIBUrwil f .11 r '1 CRUSHED STONE f f f r "N 6" M.J. CAPE VALVE 5'-Ow f, ^�" f f 14 f i '_ �/ f y ' r CONCRETE THRUST S'-•O" MIN. COVER NO MATERIAL 5TORA�"�- ! f-C!jMf rT4, rF ' ► r ;� OR VEHICULAR TRAFf Is` BLOCK POURED 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING LOCATE FENCE AT ' ' v ' " f ' AGAINST UNDrSTURBED EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM ��, • r��r * +. �'►„ INSIDE FENCELINE EARTH. BLOCK DRIP LINE OF TREES r'► TO HAVE 6 SO. FT. WATER MAIN SHALES AND DITCHES, BEARING AREA PROVIDE OPENING M.J. TEE 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED SO AS TO FORM A _ PLASTIC SNOW FOR HYDRANT WEEP AND PERVIOUS BARRIER IN THE SWALE OR DITCH, FENCE (4' HIGH) CRUSHED STONE AROUND AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH rBAlI ,' ��Q 3,OPENING TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU STEEL FENCE PiDtY� I I . i OF STAKES TO STABILIZE BALE--TYPE SEDIMENT TRAPS. EVERY 6' 6„ O + ' • 4.; ;; • " AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR '` •f • o�(� 0" o" FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED, , E 5. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE--EARTH AREA SHALL BE I 9 MIN. CONCRETE BLOCKING SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER M.J. ANCHORING COUPLING POURED AGAINST CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE THE PROTECTION FENCING M.J. ANCHORING PIPE UNDISTURBED EARTH STABILIZATION. ! N.T.S. 6. SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMF14T TRAPS, SHALL BE CONSTRUCTED WHERE: LONG SLOPES ARE STRIPPED OF COVER TYPICAL HYDRANT INSTALLATION - GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. N.T.S. 7. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 29 ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) 3'--0" MAX. . ._ FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 POUNDS PER ACRE. AFTER JUNE, ALL SFEDING SHALL ALSO BE IMMEDIATELY MULCHED- - 2'--0" MAX. FROM MARKER POST FOR VALVE 1' IN GRASS AREAS EDGE OF PIPE 2" DIA. GALVANIZED STEEL FI1a1sH o 4' FLUSH RAS AREASNT PIPE WITH THREADED CAP; P AK G PAINT YELLOW ABOVE GROUND IN PAVED AREAS: PORTION. (LAWN AREAS ONLY) p SAW CUT PAVEMENT AND REPLACE WITH, GRADE AT UNPAVED 1" NYSDOT ITEM 403.16 T('"" / /�//�/� /\�/\�/��/�/\/\ AREAS RESTORE TURF 2 1/2" NYSDOT ITEM 403 1 '! "'""r'I 1' / //,\/��//�\//�\//\// / \�� I. WATER MAINS SHALL BE WATER TESTED AT 1.5 TIMES DESIGN CONC. COLLAR WORKING PRESSURE FOR A MINIMUM PERIOD OF 4 HOURS. LEAKAGE 12" NYSDOT ITEM 3i1�I,05 i r'' � o �/� �\ i, IN LAWN AREAS SHALL NOT EXCEED THE LIMITS SET BY AWWA C600. WATER MAIN -- - ONLY. i SHALL BE FLUSHED AND DISINFECTED IN ACCORDANCE WITH NEW YORK STATE 30H STANDARDS PRIOR TO PRESSURE TESTING. �T 'n CURB BOX (EXTENSION TYPE EXIST. GROUND OORI.ORATION STOP WTH AND ARCH STATIONARY RN BASE iP 1'-0" NEW GRANULAR MATERIAL, NYSDOT #304.!77, \/ TYPE 4 (TYPICAL) /./ /� R/r•,/./ /�./ ;, 4 ././ /n 3 4 COPPER TUBING CURB STOP (TYPE K) ! VALVE BOXE 15' � N LJ z ix MACHINE BACKFILL W/ z o < NATIVE MATERIAL um COMPACT io EXCAVATE TRENCH WIDTH 1N 1'-D" LIFTS B' D.I.P. WATER MAIN MINIMUM WIDTH EQUAL ¢ (4" MAX, SIZE) GATE VALVE WITH TO PIPE PLUS 2.0 FT. , NON-RISING STEM SOLID CONC. BLOCK 0 to q OR C.I. FOOT PIECE AS REQUIRED J 2-#4 _S�--RMCE PIPE CONNECTION DETAIL N . .......; > Mf .. .. .. OF firAF.TIi SELECT GRANULAR MATrRIAI. (10r'4 PASSING 2") TO 18" MThvi ► irf-.. . . , . .�, f?!`1'r2x' to first sheet for approved date and signature HAND BACKFILL. 6" Llf 1. CONCRETE PIPE BEDDINGG 4"6" DEPTH' MEN' 0F Nej GUID 0 PA ).,]ARELI,I SAND. GRAVEL OR SAND. CRUSHED STONE (TO 1--1/2") ti p r VALVE INSTALLATION DETAIL lit q ROUND POND SUBDIVISION PIPE EXCAVATING & BACKFILL DETAIL DEILL N.T.S. _ t, N.T.S. NOTE: VALVE: BOX IS NOT TO REST ON i a-; DETAILS § � VALVE OR PIPE LINE. 1. AT CONCRETE WALKS AND CURBS, SAWCUT EDGES AND REPLACE TO MATCH EXISTING, Z_ f 55(AF D Fop. F►N Z 9�Z �3 pROAtp 10% *� � WiE1.c� l Tow" 11AI &IN991! tommr1l!•'TS 5 cp 1q3 Drawn; MITCHELL Scale; AS NOTED Date: 6/24 93 A N E N E N G I N E E R I N G 460�6 --- D 1 o PRELIati1rN I�A'f Sr�bIM►sSloiu V I3o 17'! W. Noce, PE -- Nam. Revisions John L. Haanen, PE Thomas - --- --- Date Q U E E N S B U R Y . NEW P O R K RECOMMEND ALL ACCESS do CLEANOUT OPENINGS Y APPROXIMATE BE RAISED TO 6" BELOW CONCRETE OR STONE FINISH GRADE FINISH GRADE. MARKER ABOVE ALL _ F ! IBURRIED COVERS u2" MAX. 6 Li .;. ,III RECOMMENDED. 6" MIN. INLET BAFFLE �� -- 12" MIN. COVER OVER 2" MIN. Op��d SLOPE0 27 _ 00 0 — ALL STRUCTURES n_.,�.c',k. ._, a.. n „ 4 ' ! ! `"?ATED PVC LATERAL, LI UIQ L VEL 1!I 6"-1/32" PER FT. MIN. SLOPE rLQ7: 1/4" PER FOOT —--r F;�'' rT AI_L DISTRIBUTOR PIPES MUST BE MIN. SLOPE G1PPI 1_1NLES5 INTERCONNECTED. 1/8" PER FOOT " R ALL OUTLET INVERTS TO BE SET AT 7 EXACTLY THE SAME 00. ELEVATION. STANDARD ABSORPT iOi� -FRENCH PROFILE INL>BAFFLES ,�] -- D��,TRIBUTION Box N.T.S. INSTALLATION OF DISPOSAL FIELDS v 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, cy AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. d DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND IiAINEMUM 2x WIDTH ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND MAXIMUM 4x WIDTH CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 2'-0 --- 4' 2'-0" 3, AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SEPTIC TANK SMEARED SECTIONS OF TRENCH, 4. PI_AC15MENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE FABRIC, UNTREATED OVERFILL TO N.T.S. BUILDING PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE FOR SFT['ELr EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. SEPTIC TANKS 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT ram. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES, STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL 0 EARTH UNTREATED BUILDING PAPER. AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY i FILL GEOTEXTILE, HAY OR STRAW 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL FIELD. "p GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS } ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS # 2" MIN. 4" PERFORATED NECESSARY TO ACHIEVE A STABLE FOUNDATION. LATERAL 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. I DOQ iv 4. DUAL COMPARTMENTS OR TWO TANKS IN SERIES ARE REQUIRED m o�o�0o O�O�00 " FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE. CRUSHED ED 1 1/2" 5. ALL JOINTS SHALL BE SEALED. JOINTS BELOW THE LIQUID LEVEL CRUSHED STONE MUST BE TESTED BEFORE BACKFILLING THE TANK. I N I MAXIMUM GROUNDWATER ELEVATION STANDARD ABSORP'dC' - -RENCH SECTION WARP PAVEMENT 10' EITHER SIDE OF INLET TO MEET I HEAVY DUTY MANHOLE FRAME do GRATE I NORMAL CROSS SECTION NEENAH FOUNDRY R-3513 OR EQUIVALENT BACKFILL WITH NATIVE # WASTE SEPTIC TANK SEP'i-IC TANK DISPOSAL FIELD y WING SWALE SOIL & TOPSOIL BEDROOMS FLOW (MIN. CAPACITY MINIMI J! l LIQUID TRENCH LENGTH �—~-- epsE COURSE r ' � PERCOLATION RATE (MINUTES �� (SEE NOTE 1) G.P.D. GAL } SURF ACI i [`\EA(S.F.) ) I (SEE NOTE 3 do 4) 1-5 6-7 1 B-10 11-15 16-20 21-30 O PRECAST CONCRETE 660 DRYWELL i I 2 260 1000 __-..._,.._ �7.7 ...,� 108 130 145 162 166 217 FORT MILLER OR _...w.-... EQUIVALENT 3 390 1000 77 162 1 195 217 244 279 325 i 4 520 1250 216 260 290 325 372 433 5 650 1500 $ 270 325 360 408 484 542 FILTER FABRIC BEFORE LINE EXCAVATION WITH PLACING STONE 6 780 1750 325 39p 433 488 557 650 1 SEWAGE DISPOSAl.. SYSTEM SIZING 0 N I�0o O NOTES: STONE FILL SHALL CONFORM TO 12" PRECAST CONCRETE NYSDOT STANDARD SPEC. SECTION 1. EXPANSION ATTICS. ETC., ARE COUNTED AS PF"Q00%A'• 10' . FOOTING 703-02, COURSE AGGREGATE TYPE 3 { OIA. COMPACT IN 8" LIFTS 2. ASSUMES USE OF CODE CONFORMING fix ,!'RBII" Ill "fl WITH 3.5 C.P.F. TOILETS AND 3.0 G.P.M. 1 AUCE ?{, M"' SHOWER HEADS. UYWELL DESAIL 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 '?EDRO""IS SHALL BE N.T.S, CALCULATED BY ADDING 250 CALLONS nr" CA►' ,V I ARID SEVEN SQUARE FEET OF SURFACE AREA FOR ^Nf lITIONAL BEDROOM. GARBAGE GRINDERS ARE TO BE CONSIDEr? D [ 1': "' ' 'IT TO ONE ADDITIONAL BEDROOM. 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TO'T %L C''LlICH LENGTH GREATER THAN 500 FEET. .k OF "Ew GUIDO PASSARELLI 4 NS L x ROUND FOND SUBDIVISION w 4t NEW YORK STATE DEFARTMVTT OF HEALTH � DETAILS 9 .. GLENS F,,01"L3 DISTRICT � �'� �5519 7- I�5 u zEp Fps 2 'FIN A4.. REw F� ,�M. ��Qrlr»tsIa+"*`� Re!'er to first sheet fcr �.pproecd date and aignatur� r _Tou1N f�N�re.+ L�R. co>MNiN� �jG 1S Drawn; MITCHELL Scale: As NOTED Date: 6 24 93 b i PR�c-1NIIu�QY Sr��3r�t�s5►on to�3v�g3 H A A N E N E N G I N E E R I N G 4� 0 �6 '"`D� John L. Hoanen, PE Thomas W. Noce, PE No. Revisions Date QUEENSBURY , NEW YQRK