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2009-447 (3) I ' I Fr. MANOR DRIVE ofP t 475.zz' Water valve � 474.46' 474.41' — —4 7 4 — \ — — — — — — — — \ \ _ / - ,—�— — — — — — — — _ 4 7 4 — — — — — S62°53VO" � 244.72' � Sign Past 73. �PVCS4wd Pipe may ' PVCStand HP&-*-0 Top Beva6°n-4T37r1 on=4?3.6�' ` Top Elevati 473 85 R=25.�' 473.75' __ —474— — — — — \ UiilityPalew/ _ ---- - - - - - - - - - - - Wne L=M40, Utilites Underground a=N71°3775"I / _ _ - haven Pole I'arking Lot �PFound � /I -- � -� / !-Blacktop Iy,l \ / '\ —474— — — — — 47439 AIAPNOTES J / 474.29' I / t 74 is 1. Boundary udormation shown hereonpermap refenence 1.Field data capture ofrmprovements tookplace on Decembaer M 2t7r19. 474.76' 474.64 1 \ f pm o Bottom 474.84' 2 North orientation and bearing base permap reference 1. / \ 73.78' I Planter 4�om B Q Bottom rb Q ( of - ? ou 3. Warren County tax parre 30.1301.8-1, 2 �Conrn,W=47212 PVCSw,dPlrP'e TOP - 7424 4i5�' Top h'levation=-473 MI ' \ 4. The location of underground improvements or eticyOachmmts,Many exist,or as shown hereon,am not certified. Them maybe other underground utilities,the at&termw of which am unknown. Size and location ofall underground utilities must&e verified by the a ro state authorities The Und and FacilitiesP PPP ergro hrt�ve Organization must p 47370 o henohBed prior to conducting test borings,excavafion and construction.M B ttttom Of Lot 5. This survey was pnepamd without the benefit of an up to date abstract of title. 473.46• `V *�-MOW /- 74 00 prb '� Blacktop Parking Jz.. I l 6. Field data captum took place with an accumulated snow cover of 6"to 12': Every efforthas been made to a core fete lottin of the coon 473.86 \ � I Prepare P P g drtitans PVCStand Aipe,'0( 7. Elevations relative to the site datum. Top Elevation=41-JXI 473.65 \ \ o 8. Horizontal coordinate and elevation units are U.S.sutveyfeet. H sign Pass cr 13 42 9Reproduction or copying of this documentmay be a violation of cop ynghtlaw unless permission of the author and/or cop yright holder is obtairread. I 1' 474.4s• Bottom Qrb 10. A copy of dus document without a pmper applimiion of the surveyors embossed seal should be assumed to bean unauthorized copy- :_. / \ / Z7.4' 14�2r� / - Sidewalk / ToConcrebe / 475 3t' © I / 474 73 475 3d Sept Tank !9Ml IBott �, L=&64' I 74.tt �I "� - .r —475— C7,=NAB°M'40"W, I 77Z" / Septic Tank —473— 74.BY perPlm \ � 73,73 \ 474.6z Ran! Lands Now or Formerly of � 4 -474.OT Executive Park Mest, LLC / 7 JC Book 1414 Page 294 \ i 47a3d , 733W \ X JC 473 55• { R-1zov, N6�0 716"W t=6 Q�:N '3YW2 1 \521 DEMMYERENCE.• { 6L57' \ \ L Conveyance to Michael&Cl nstm Breda by deedfiled in the Warnarr CountyC9erks 0Mr on September 18,ZW m Book 3&W ofLbe&atpage2M \ I \ AIAP�.- I \ ' 1. Map entitled"Map of Survey made for The Estate ofHelen A.Sleight;prepared by van Lasers&5 nw Land Surveyors,dated July 17,2",Iaatiev August { \ 28,2009,Bed m the Wan-en County C)krk s Office on October M,2". ( Other Lands Now or Formerly of I Michael & Christina Breda I Book J889 Page 268 I I I � DONAL C.050552 DARRAH DATE REVISIONS RECORD/DESCRIPTION DRAFTER + ► + Ma Of all Asbullt Survey „�,>at ,> 1S A p Y VIOLATON sueo�spw 2 OF 7i►�0NEW YORK Lands 11bwor Formerly of �A �� LAW. Michael& ChriSlb7a Breda Danroh Land Surveying, PLLC I APPR©VED.•Dm 7iUWNOFQUEENSBURY WARRENNCOUN7Y,NEW YORK I DEP- IaM ~ Darrah Land Surve PLLC L� � 9080 PRQJ "ONLY BOUNDARY SURVEY MAPS wrrtl THE SURVEYORS EMBOSSED CVO. � 63 Slat Sheet Clefts Falls,NewYork 12801 Voice- 8 IN5-*�2i Fax.• 518 743LOOl SUEET 1OF1 ORIGINAL WORK AND OPINION. SEAL Attu GENUINE TRUE AND CORRECT COPIES OF THE SURVEYORS �- 114 1 1 D ��' 1"_� Wevt�•towny)NewYork 12886(518)2512211 " DAME. 112110 PROJNO.• 9080 MAP REFERENCES: MAP OF A SURVEY MADE FOR VIRGINIA SLEIGHT DATED NOVEMBER 11, 2004 BY VAN DUSEN & STEVES SECTION 2 EVERGREEN SUBDIVISION DATED:JULY20, 1967 LAST REVISED:AUGUST 24, 1976 BY JOHN B. VAN DUSEN t? gcQ_ J � 4 U Z O Q Z Q. jca vVj C) • � Q J Q 0>/ Q p � to o \ \ o 00 1\ M cV .. p SUB 5-09-Breda-Final-091009 RESOLUTION TO APPROVE FINAL STAGE FOR SUBDIVISION 5-2009 MiCHAEL & CHRISTINA BREDA 1• A subdivision application has been made to the ueens pp following; Applicant proposes subdivision of a 2.99 +/- acQparcelbn o threello sBoard for the of land requires Planning Board review and approval. Subdivision 2• A public hearing was scheduled and held on 7/7/09 & 8/25/09 & 9 z 0 3• This application Is supported with /10/09; and � all documentation, public comment and application w A material in the fife of record; and *' 4. bO 0 1 A SUB5-2 D V TRF�4, O 00 1 H E '„ Introduced by Thomas Seguljlc who moved for Its adoption, q seconded TI { Traver: by Stephen • In accordance with the resolution prepared b Staff. four lots need to be changed to three lots, and ei minat NO 34eacrres; where It refers to W approved, Final Stage Subdivision, Number Four A complies, Nu � � � Number Four is P tuber Four B Negative. ° � a. Pursuant t ! o relevant sections of the Town of A-183], the Planning Board has determined that thissbro Proposal Zoning o Code [Chapter 1 requirements as stated In the Zoning Coe• an -I••) 0 i o d P P CQMP..0 with the -1-) o b con requirements of the State Environmental � F. -- considered and the Planning Board has adoptedQuality Review Act have been / and/ or if the application a SEQRA a !v Declaration; W e f J _ _ i is a mo �-� FARR LANE Environmental d�f'Cation, the requirements of the r- �,-,�� Quality Review Act have State modification[s] do not resultbeen considered, and the b osed impacts, and, therefore, no further SEQRA review significantly necessary;different environmental 4 !� a clSr�f N28°07 QO"E — - ... 8°07 00°E —cl �3 /��1 y1 N28°07 008E -� 236.46' *: tip`• 02 124.96' ssary; and A c. Final approved i `��...,.._ .� 'w -�- ,, �,• F77777 theplans, n compliance with the Subdivision, must be submitted to 2.6 c wl J Zoning Community Development Department before a g Administrator or Building and Codes personnelf further applicant mus F �' �R i meet with Staff after a t { � "the beyinning of anypsite vwornd Prior to issuance of Building Permit and 01 gal /f N t , wv Including building any k. Subsequent issuance of furtherand/or ` permits is dependent on compliance with this and all other � � conditions of this is and sibPROP6gOSED LOT A / l IN �11ji> � � i {, f 1�197 ac es ft. o i j `�\ i 7y s 1F1 it d. The limits of clearing will constitute a no-cut buffer zone, orange construction fencing shall be installed around these areas � 41 Yrn. ity Development staff and field verified by Co � I± _ fni 40 l 45 9gd027D �QT B e• Engineering sign-off required prior to signature of of Planning Board Chairman. e� NVIN PRO�j sq. f t. � f. As-built plans to certify 1 1.00 acres " w fy that the subdivision is CO) HOUSE --^ i \ c _ NO IMPROVEMENTS LOCATED _ approved laps developed p d according to the a ,�73:i4 �� J ti i � .- a '�` N a and P to be provided rior to issuance of the certificat of occupan � i a,, a o; AREA a Occupancy; E a N 37,855 sq. ft. C4 0.87 acres N y g• If applicable, item h to be combined with a letter of g credit; and 1 ` t GARAGE `J V 117.791 3 ` h. The applicant shall submit a copy of a NOI [Notice of Intent] SWPPP SHED 1 QU LANDS N/F OF Pollution Prevention Plan [Stormwater `fib • �i '�RIVEr _ i a EENSBURYUNION ] & NOT[Notice of Termination] - see staff W io 50.74' _ _ FREE SCHOOL DISTRICT 12471248 L The applicant shall submit a copy of a NYS SPDES permit Discharge Elimination System] [ �. 12 P +t State Pollution Duly adopted this 10'" da c y of September, 2009, by the wing vote: ..� v Av AYES: Mr.Jackoski, Mr. Schonewolf, Mr. Sipp, Mr. Traver Mr. Segulfic, Mr. Hunsinger � .�4 NOES: NONE c o • DRILL HOLE IN � \ ••;•�' �y i 7 CRETE \ ode f * 1�7t S N IDEWCOALK ABSENT: Mr. Ford 0 aRi ,04 149.86' Jarrett Engineers S27007'DO"W CC: j/1 Tn --, 191.97'/ 1 S37°24'00°W - -- -�� RECEIVF;CIRF z Q�a OCT Ab ck3n, W r� cr LANDS N/F OF LANDS N/F OF TO W.%p� EXECUTIVE PARK WES7-LLC MAKE W00D,LLC 14141 12761342 LEGEND: PLANNING QIPF = IRON PIPE FOUND OARD APPROVAL • �n 0 OIRF = IRON ROD FOUND v O HYDRANT t"�► � Approved Under Autho ' r co ❑ CATCH BASIN my Of 3' � I STREET SIGN a Resolution Adopted o26M )4 CV Cd WV SHRUB by the Plan 2009 Wing Board of the 14 Town of Queen CO D4 = WATER VALVE sbury, New Yolk °° `�•�= UTILITY POLE m � Chairman ° 17.2009 3 8c8ls T-4U � Rl 1 "', Q. cc-N� 1 &EEr i OF 1 n O c, GENERAL NO'FES: STORMWATER DESIGN INFORMATION: G_I) SURVEY 6 MAP INFORMATION PROVIDED BY VAN DUSEN & STEVE$LAND SURVEYORS: MAP ENTITLED MAP PROJECT D157URBANCL AREA = 410003 SF OF A SURVEY MADE FOR MICHAEL BREDA TOWN OF QUEENSBURY,WARREN COUNTY, NEW YORK. DATED: DECEMBER 11).2008- OUEENSBURY COMMERCIAL DEVELOPMENT MITIGATION FOR A 50 YEAR STORM EVENT C-21 CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION, CONTACT OIG SAFELY NEW YORK (1-800-967-79621 AND RECORD FILE 7. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES SMALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. MAP REFERENCE: M-1) MAP OF A SURVEY MADE FOR VIRGINIA SLEIGHT DATED NOVEMBER 11. 2004 BY VAN DUSEN& STEVE5 19 I' DEEP BASIN W/ 1:2 SIDE SLOPES SILT FENCE D2 MIN VOLUME- 830 Cf 02 € �p SUBSUR PER FACE INVESTIGATION! O 'o to, :r 6'6 DIF RELOCATED EXISTING SIGN FORMED BY JAPE ON 12111J08 8"e CIF a/ \pry \p, � T SST PIT 81 12"0 PERFORATED HOPE STAND PIPE 18 OJ i, \_�_� "�p Cps, 16 12"0 PERFORATED HOPE STAND PIPC 0 - 10" DARK TO?SOIL TOP OF STAND PIPE ELEVATION- 473.75 TOP OF STAND PIPE ELEVATION. 473.75 10 - 23" BROWN MEDIUM SAND & SOME SILT z (EXTEND BOTTOM OF STAND PIPE 4' BELOW GRADE) ;F / ��a,. "��p. oF D2 (EXTEND BOTTOM OF STAID PIPE 4' BELOW GRADE) 23 - 72_" LIGHT BROWN MEDIUM SAND W/ TRACE OF SILT ` CIRF a7�o I \�Cao 72 BOTTOM OF HOLE w - 4, ROOT TRACES 70 45' ,a°� �\ '�` it 8"0 PERFORATED HOPE CULVERT \ oc (V MW COVER) NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER M Oq Co°�f 18 12"0 PERFORATED HOPE STAND PIPE TEST PIT Y2 1' �' / 7 Q ti 1 U� 70P Of STAND PIPE ELEVATION- 473.75 0 - 10" DARK TOPSOIL CONSTRUCTION 22 02 ENTRANCE pl S10 ` N'f �t� (EXFEND BOTTOM OF STAND PIPE 4' BELOW GRADE} l0 - 23" BROWN MEDIUM SAND & SOME SILT \ 23 - 76` LIGHT BROWN MEDIUM SAND W/ TRACE OF 51LT I \ 25'R Eq, 4t WATER SERVICE 76' BOTTOM OF HOLE Z 8"0 PERFORATED 18 / a 474.T \ c� NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER IDPE CULVERT / /®w 4 1 eq WATER SERVICE VALVE g (1' YW COVER) D2 / �'7 TEST PIT 93 19 l' DEEP BI151N W/ 1;2 SIDE SLOPES 0 - 10" DARK TOPSOIL \ 10 - 24" BROWN MEDIUM SAND & SOME SILT 12"0 PERFORATED HOPE STAND PIPE A / A1A �ryd \ Q F�\C D2 MIN VOLUME- 290 CF 24 - 68" LIGHT BROWN MEDIUM SAND W/TRACE OF SILT TOP OF STAND PIPE ELEVATION 473.75 18 �♦ p \ ♦ �` 60" BOTTOM OF HOLE (EXTEND BOTTOM OF a bIV v STAND PIPE 4' BELOW GRADE) D2 r ~d�♦ Q®AV. / �4p.71, p CO'\ 5' WIDE SIDE WALK NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER "M y 474.1 \\`b+ FT 1p (SLOPE AWAY FROM BUILDING TEST PIT N4 o W � a / k INTO PARKING AREA) f �j- _ 'A'{ / �" ` � D1 (PROVIDE 6' REVEAL TEP 0 - 22 MEDIUM DARK TOPSOIL (SOME TRASH) p 1 - 22' BROWN MEDIUM SAND & SOME SILT 0 In QQ- /4 DIS y1 - \ ALONG PARKING AREA 22 - 74" LIGHT BROWN MEDIUM SAND W/ TRACE OF SILT 24' 4 1� �`�p; 74" BOTTOM OF HOLE > ¢ +1 p s 12 NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER o PARKING AREA CONSTRUCTION Ol '' i o Y 4 4* YY 474A .. i IB y o / 474.1 r4' ,1y♦ n PERCOLATION TEST 11 10 DISTURBANCE AREA- 41OD03 SF ¢$ j � --y, >/ TEST DEPTH- 24" oQ / / 1 y`b ` / _ .. TEST 0: 8" `/ ® x 20 SOIL: BROWN MEDIUM SAND W/ SOME SILT SHALLOW SWALE STA8ILIZEO PERCOLATION RATE OF 0 MINUTES 26 SECONDS- / e t V DEEP BASIN W/ 1:2 SIDE SLOPES 19 ♦ 24' MIN VOLUME- 525 CF D27 PERCO_ iON TEST 92 WKwr •s,, 7 TEST DEPTH: 12" 0 PROVIDE HANDICAP SIDEWALK RAMP O "I ►T` TEST 0: 8" W/ 1:12 SLOPE 1S \ \ :. ` 120 x54 :( ' �4g SOIL: BROWN MEDIUM SAND W/ SOME SILT y h PER ATII REQUIREMENTS p2 .` m� qo 4, ,� ' DAYCARE ,j tiYs / �/ STABILIZED PERCOLATION RATE OF 2 MINUTES 17 SECONDS. +I - ro jBUILyN}] I "I ♦ ~ PERCOLATION TEST 43 TEST DEPTH: 24" OUMPSTER AREA � h a "i;� s' 'F'+ _ / // 2' 1NDE WEIR O 2.5"t m r z + / 7 BELOW BASIN TOP TEST 0: e" W/PRNACY FENCE AROUND CONTAINER a 4 s / g SOIL: BROWN MEDIUM SAND W/ SOME SILT P.T. 51AI31LIZED PERCOLATION RATE OF 0 MINUTES 30 SECONDS. 5' WIDE SIDE WALK ` y V 41 o (SLOPE AWAY FROM BUILDING 10 0 / �o h INTO PARKING AREA) DI o M ,.;� ^h SILT FENCE o (PROVIDE /' REVEAL/STEP ^ '`- ♦ ^ / 02 ALONG PARKING AREA ,rmi L O � br EXISTING RELOCATED SIGN a o LOCATION li ROUNDABOUT 21 / 1' DEEP BASIN W/ 1:5 SIDE SLOPES (� 595 CIF C3 p , '/ MI RROOF DROWNS INTO BASIN) N OTi? .E IS INSTALLED `y a / Oh 7 + `g (OUTLET I IP Ms �� it,u TOM z ASPHALT PLAY AREA `\ i N 7 1.` c t v ' 5480 SF SINGLE STORY 'WORLD CLASS KIDS" DAYCARE u WASTEWATER SYSTEM C4 • a1 \o / �� BUILDING (SEE ARCHITECTURAL PLANS) c7 ♦ / POE . �} '/ D o° MANHOLE \ _ \ -.#2 � `+� r C¢ ONLY DRAWINGS STAMPED BY JARRVTT SAX(neem,PLLC _ IAANHO�E T. O / �' /4 SPRINKLER o / RIM=474.24` \\ ® ec" \ / // WITH REP'ISSUED FOR CONSI RUCTION'STAMP SUBMID FOR SITE T�CONSIDERED LEGAL.TRUE KVAUD CONSTRUCTpNC10CJMENTS p�ZiLn�D� I/ 0" EW 'p7 ® THIS SHEET SUBM7TED �D WHTTEMORC. E.A'_ Q BE o \ I A SHEET T+iIS S SUBUBMITTED �°� ` /�d TE N ISSUED i REVISIONS r / g \p.S✓q SITE PLAN E _ C1 E -C„SE ` 5m ` I�. a / PROPOSED SUBDIVISION LINE CE ` ti, m PROPOSED GAR4 m / ,� ; 'WORLD CLASS KIDS'DAYCARE , MANOR DRIVE&FARR LANE u QUEENSBURY.NEW YORK 2 a` SITE PLAN 20 NS4c� JARRETT Engineers, PLLC SEE GRAPHIC SCALE m n Civic&Environmental Engineering GRAPHIC SCALE ETT - 2p 0 10 20 40 80 7509 12 EAST WASHINGTON STREET PHONE:J5181 792.2907 COPYRIGHT,.2009 GLENS FALLS N.Y. FAX:(516)798-IW 0 "Zrl"'1"'` MAY 2009 PRO-008-056 SHEET:2 OF 7 w Iwo v.z•-sa::.-_> BASESHEfT.22,31 PUYTED:RFAED:054AIN,100 PI/ J V M4P REFERENCE. MAP OF A SURVEY MADE FOR VTAGZNZA SLEZGHT I DATED NOVEMBER 11, 2004 8Y VAN DUSEN A STEVES 0 WV r►e FARR LANE m 8.07100°E CIRF Ca 64.37' .�� CIRF 238.46' 0 0 y0 4 �- CIR ' a9 ryg• 0 CIRF `M' � N PROPOSED LOT A y� ® 46,586.56 sq. ft. b t 1.07 acres pti�h a � 1 2 V 9 �— a Y PROPOSED LOT 8 46,990.27 sq. ft. 1.06 acres � � H A o HOUSE AI LEGEND: IPF= IRON PIPE FOUND a si.ca /" 17,791 O IRF-IRON ROD FOUND O GARAGE 1 = HYDRANT F� SHED [] =CATCH BASIN ASPHALT DRIVE N N N v= STREET SIGN y *= SHRUB �o EAR-V0 ROAD D<= WATER VALVE c1l,= unurr POLE DRILL HOLE —_ --- --- -- - - IN CONCRETE SIDEWALK --- -- C^ 176.93' 191.97' S3l'2470O'W _ CIRF S31'24'00'W c LANDS N/F OF WHITTEAIORE, et.al. T ate 1 , . L .S' y ,w^ten _�^a m•�.� Scnte 1'=30' Map of a Proposed Subdivision made for S teve s MICHAEL BREDA S-1 Land Surveyors .9 .. 2 5113/09 PROPOSED SUBDIVISION LINE SHEET 1OF1 n ^^�� Town of Queensbury, Warren County, New York 169 Haviland Road Queensbury, New York 12804 mnrtsa,�a �u�ew smu.ur 1 5/04/09 PROPOSED SUBDIVISION SLEIGHT C1370 (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPT70N DWG. NO. 04312 301.8-1-30 78-1-7