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07/01/2003 ZA ApprovedTown o-Q.ueensburU Ptanntng Board 6/24/03 - A. ghattt R.ESOLI.tTION APPROVIN61SITE PLAN NO. 20-2003 AFTAg gFthl-f-I On7 FILE RESOLIliTION NO. SP 20-03 INTRODI,,tCEDgY: Mr. Hunsinger WHO MOVED ITS ADOPTION: SECONDED P,Y: Mr. MetMer WHEREAS, an application has been vu.ade to this Board for the following: Site Plan No. 20-2003��ltcant/ Dwner: ,4ftab ghattt SEAR Tupe: LtvuUsted Agent: Jarrett -Martin Engivieers Zone: 1-tC-I nt LocatiovA,: 543 aviation Road Applicant proposes to construct an 2,000 +/- sq. ft. freestanding Hotel &,cUcAvt,g. I-toteL uses Cn the I-I-C-Int zone require site Pian Review and approvai frown. the Planning Board. Cross Reference: AV 25-02, 55-02 85 02 warren Co. Planning: 4/9/03 Tax Map No. 302.5--2-51, 52.13, 392.5 2-52.13 section: 279-4 Public Hearing: April 22, 2003 WHEREAS, the appltcatton was received on 3/2,-/O3; and WHEREAS, the above is supported with the fol ow�v�g ocuvuentat�on and inclusive of all newlU received tV fornt.atton, not included to thLs ltst�ng d o f `6/20/03, 0/24 staff Notes r,/24 c. T. Male engineering cowt.vu.�nts JUL 1 2OC13 61/3 Meeting Notice o/3 Revised drawings per Ftre Mdrshal's pz relvtsed 5/29/03 -..,..._. _ Or 5/22 Pg frovu. van Dusen � steves: no eas=e e t, fou�i� ,. e orded tvv Cler�Z's offbce or to previous abstracts of title 5125 Revised Inforvu.atton Received Magazine cut sheets for Heating/ALr condtttontng, 1 catalog for Heating/stir condtttontng, cut sheets for Ughttng, C- 1 thru C-4, D1 thru. D-4, ECI revised 5/24/03, A2 thru A4 revised 5/14/03 4/22 Pg resolution: Tabled 4/22 Staff Notes 4/:L C. T. Male engineering comments 4/15 Notice of Public Hearing 4/11 Cg from Agent: replacewt.ent page forpage 2 o f SEQR 4/9 Warren Co. Planning: Approved Town of cQueensb"KU Planning Board 6/24/03 - A. ghatti 4/2 Meeting Notice 4/2 wastewater Dept. cOvu.ntents 4/2 Water Dept. cov&ments WF-t-EREAS, pu.rsuav,,t to Art.9 of the zovdv,,g OnAi nKce of the code of the Toww of QyceensburU a public hearing was advertised and was held on AprU 22, 2003 andJuvkt 24, 2003; a vo WhtER.EAS, the Planning Board has detervvt.ined that the proposal covuplies with the Site Plan regku revvtents of the code of the Town zxcensbur� (Z OVLwng); and Wf tE-R.EAS, the Planning Board has considered the evwirov mewtaL factors found in the code of the Town of Q� ceensburt� (Zoning); and WFtER.EAS, the reCL". rewtevLts of the state EnvironVA-ental 62ualitU Review Aot have been considered and the Planning Board has adopted a sEQRA Negative Declaratiov,,; and/or if application is Cl vu.od%fbaation, the reoL"irements of the state Environmental cz.unUt� Review Arct have been covisidered; and the proposed ntodifi,cation(s) do not result in ovt,� view or sigvuificawtLu different environmevttai impacts, ond, therefore, v,o further SE62R.4 review is necessaru; and WI-tER.EAS, approval of the appUcatiov, wt.eav,s that the appUcav�t cave, v,ow appL� for a gui�div�g Pervuit unless the !.ands are AdirovO,26z Part'zJurisdictional or other approvals are necessarU. NOW, TFtER.EFORE, gE ITR.ESOLVED, that we find the followtKg: The application is herebU approved in accordance with the draft provided bU staff with the followw�g special conditions: 2. Drawing c-4, the Landscaping Plan be revised to correctly differentiate the two SP labels, specifioallU that the 21 sP labels on the west side of the proposed building will be Norwau Spruce, and 2. That the hearing and air conditioning units to be installed shall not exceed the decibels provided in the cut sheets submitted bu the applicant. S. That the doeuvmvvtation includes the most recent fax submtted bu e. T. Male on 0/24/03. TOWV,, 0-r62tteewsbur� PLav K:&VLg Board 6,124103 - A. gHattC 4. ALL eov,,ckt ov,,s are to be vLoted ovu the fbv,aL approved pLavLs subm tted for the ZonL ng AcdmEnUstrntor's sEgv,,ature wi, ci forwL to read as foLLows: PLav,,s leave beevL approved uv�der au.tkorCtU of a resoLu.t�ovL adopted C,/24/03 bU the PLnvLn,v q Board of the Town of cZ ceewsburU, New York-z with the foUow�v q covLd�t�ovLs: 2. puL� adopted the s 24tk dad of juv,.e, 200S bu the foUow�vug vote: AYES: Mr. Metivier, Mr. I-wls�v qcr, Mr. RivLger, Mrs. Lagombard, Mr. voUuiro, Mr. Strough, Mr. MacEwCm NOES: None cc: Aftabglnatt% 5.4.3 Aviattov,, rz.oad Q.ueevLsburU, NY 22804 J Gi rrett-Ma rti w E vLg i neers 12 East wRSKVxgtovLstreet c,LevLs F12US, NY 12801 wa rrevL co. PLR nvl,i q 2540 St. Rt. J° La{2e George, NY 12845 MAi1yT1JJ_ • LOCATION PLAN SCALE: N.T.S. GENERAL NOTES: G-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. SURVEYS ENTITLED: "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED APRIL 24, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 G-2) EXISTING SEWER LATERAL FROM HOUSE TO BE REUSED (PREFERRED). IF PROPER SLOPE (1 % MIN.) CANNOT BE ACHIEVED WITH EXISTING LATERAL INSTALL NEW 6 HDPE LATERAL TO SEWER MAIN. CONTACT TOWN OF QUEENSBURY SEWER DEPARTMENT IF EXISTING LATERAL CANNOT BE USED. APPROX. LOCATION OF EXISTING LATERAL SHOWN. G-3) EXISTING TREE LOCATIONS PER JARRETT—MARTIN ENGINEERS, PLLC FIELD MEASUREMENTS. OF MOTEL G-4) EXISTING WATER MAIN LOCATION TO BE VERIFIED DURING TIME OF CONSTRUCTION. 1 � HC— NT — HIGHWAY COMMERCIAL INTENSIVE SFR-10 SINGLE FAMILY RESIDENTIAL REMOVE EXISTING CAR PORT & COLUMNS WHEN NEW LANDS N/F OF �' t MOTEL CONSTRUCTION 'COMPLETE ' GARDEN WORLD ASSOCIATES, LLC � 1 � LANDS N/F OF 2 PARKING SPA6ES1 1 HARRY & IRENE �� ', / TROELSTRA ® REMOVE EXISTING SEE DRAWING C4 FOR FILL I — — L ••� �.. AND LANDSCAPING REPLACEMENT 1 ou 44 ECONO LODGE MOTEL 0 I LANDS N/F OF Lots #1, #'2 & #3 ^b , n ISLAND TO HAVE 16 ,� 12 —0 � 1 i ® ®BAzit. BURNS To Be Joined 10 P R IN A E 7 P RK N SAE I ABEVELED CURBS D1 O "— 1 " � 12 0 ��� I — ,��' EXISTING SIGN \(TO REMAIN) LOT # 1 v \25' RADIUS 2 —0" L kN S P ND ' I STRIPED AND PAINTED j 15 P R IN E cn co " NO PARKING" I I No L j I LANDS N/F OF PLANTER TO BE REMOVED \ 1 / PAR"�"o ® ®11 P R IN A E D N o ( JAMES & RUTH BRIT '`W DE- -SIDEWALK 0 / c, \ \ Q I I RAN GREENRAY DRIVE EXISTING SANITARY SEWER — — _ — — T SFORMER; (TAKEN FROM TOWN OF \ \ �\ \ 24',(M+N• _' �_ TO BE RELOCATED QUEENSBURY RECORD DRAWINGS) (ona' CONCaRETE DUMPSTI'R� REMOVE EXISTING DRIVEWAY; I D — \ \ FILL, SEED &MULCH g — — � PAD; TO B.E RELOCATED AROP ED-MOTEL \ I BU ING� , � l�\ N z - =WIDE -_SIDEWALK / I `(MIN. 3 W DE IDEWALK NOTE: -2 — �, � _ -� \ SEWER LATERAL C1 / _ �I \ A KI G S \ — BUFFER PROPOSED MOTEL — 6'f _ ��— — — — I LaCAT10N -OF RELOCATED �� y LOCATION / \ o' \ on— TRANSFORMED` \ �� 0� / / / LOT #2 — 4. /EXISTI G 140UgE 1 O I \ i _ — — — 10 x f(?' _ENCLO ED \ �4 \I �_� I -L9T 3 Bf M VE) '— — —m — DUMPSTER—P_90— _ I L0 01 —� ZONING BORDER LINE; �'\� o �14� �5�' t ��4�°4 5 I 4°4 t 4 SHOWN OFFSET OF PROPER I � LINE FOR CLARIrY I,,yyw' LANDS N/F OF I LANDS N/F OF I I AQ'F" I 4tiG ��44�4 I DENNIS JACKSON I PAUL NICHOLS I I 1 ' LEGEND: EXISTING / BY OTHERS: NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: — — PROPERTY LINE SETBACK: — — MINOR CONTOUR LINE: — — MAJOR CONTOUR LINE: —� NEW CONTOUR LINE: 350 CLEARING LIMITS: i A�..iAA A. SILT FENCE / EROSION CONTROL: TRAFFIC FLOW PATTERN: DRAINAGE PATTERN: SPOT ELEVATION TAG: +100 DRAWING # DETAIL REFERENCE TAG: NOTE: S- D1 SEE DRAWING # FOR DETAIL DETAIL # REFERENCE TAG: (9CSEE DRAWING #FOR DETAIL OFAI 11 SECTION CUT DIRECTION SECTION LETTER TAG: REFERENCE D1 _ t I I I I � SITE PLAN ADDED ADJOINERS SCALE: SEE GRAPHIC SCALE MOVED 1 PARKING SPACE FROM WEST OF PROPOSED BUILDING TO NORTH GRAPHIC SCALE OF PROPOSED BUILDING Parking Requirements: 40 0 20 40 80 160 - Required Proposed ( IN FEET Motel (proposed) SCALE: 1" = 40' Motel (existing) 37 37 .... .................. .......... Total Parking Spaces 48 48 ................................................................................................. ..........-------............ . 85 .................85 VARIANCES GRANTED BY THE TOWN OF QUEENSBURY ON 11Z20Z02 VARIANCE REQUIRED PROPOSED PROPOSED MOTEL: . BUILDING T ; FRONT PROPERTY LINE 50 ft 6 ftf RATIO (FAR)* .30 0.35 2.1 FLOOR ARE/ Site and Zoning Requirements Zone: HC—INT Highway Commercial Intensive ,Zone Floor Area Ratio: .30 Required Proposed Building Setbacks** .Front..................................................................... 50...ft.......---......................................... 6f... ft.................. Side (total 50 ft.)* 20 ft 50 ft Back 25...ft.... ...........................................................320f.:ft........... { ......................... Minimum Lot Size* ................................................................. ....1 ..Acre....................2.2f..Acres.... Minimum....Lot...Width.............:........:.......................150.. ft.................. 251E ft Minir,-ium.. Lot..Depth 200 ft 4f ... ......-- ................. ...9 ft Max mum Buildin.g....Height 40 ft < 40 ft Mi^i!num Percent Permeable 30% SEE CALCULATIONS BELOW ...............................................................................................................E............................................................... FloorArea Ratio ..... ,.......................................................... Parking Spaces (see below) * Lot #1, lot #2 and Lot #3 to be joined. i lot #1 — .98E acre lot #2 — .83E acre lot #3 — .39E acre .98 acre + .83f acre + .39E acre = 2.20E combined ** A fifty foot buffer is required between adjoining residential and highway commercial zones. i *** Lot #3 recently rezoned to SFR-10 Single Family Residential, lot is being proposed for buffer only but has been added to area calculation for permeable area and floor area ratio. I i I� PERCENT PERMEABLE (all phases): (percent permeable = total site - total impermeable / total site) IMPERMEABLE: ,vi OTELS =T PR0P. 5ED....(NEW..B.UILDING) . ..........8,093 SQ. FT, E_XISTING......................................... ...........8,620_ SQ.... FT...... TOTAL.........................................................16,796... SQ..... FT...... I P-'/ED AREAS (INCLUDING DRIVEWAY, WALKWAYS, CONCRETE PADS) ..PROPOSED..(ADDI.TI.ONAL)........................ 9,842... SQ,... FT...... EXISTING.............................................................25,174...SQ.... FT ..... TOTAL........... 35,016 SQ FT. TOTAL IMPERVIOUS 51.729 SQ. FT. TOTAL AREA 95,927 SQ. FT. PERMEABLE AREA 95,927 SO. FT. — 51,729 SQ. FT. = 44,198 SQ. FT. 44,198 SO. FT. / 95,927 SQ. FT. = 0.46 x 100 = 46% 06/25/03 REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 05131/03 REVISED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 A REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 © RESUBMITTED FOR ZONING BOARD REVIEW TSM 05/29/02 AA SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED / REVISIONS BY � � SITE PLAN DRAWIN PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK JARRETT MARTIN ENGINEERS PLLC H.HOMA JAWff PROFESSIONAL ENGINEERING P.E. 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 IGHT © 2001 GLENS FALLS, N.Y. FAX: (518) 798-1864 CNLyGM'-SCFTWS09;WNGW(THA SHEET: 1 OF 10 BLUE SEAL�_*LLE-LCC`_�EDTRUE FEBRUARY 2003 PRO# 01-77 PL67ED / REVISED: 06/25/Oa9:30AM I. ALTERATION CFI DOCUMENTD(CEPT 177112101 Bhatti Hotel Site Plan Design.dwg w EY A UCD�ca Vt G%TM IS UNLAWFUL DRAWING NOTES: I C2-1 SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES LAND SURVEYORS LLC. SURVEYS ENTITLED: MAP OF A SURVEY MADE FOR AFTAB BHATTI DATE MAGNETIC f997 I �c " „ D APRIL 16, 2000 O I _ "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE» U — ------ _ _ — _ DATED APRIL 24, 2000 LANDS APPROPRIATED BY ou "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 ou NEW YORK STATE — I "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 IPF C2-2) EXISTING TREE LOCATIONS PER JARRETT-MARTIN ENGINEERS, PLLC FIELD ou MEASUREMENTS. EXISTING MOTEL ECONO C2-3) ONLY TREES MARKED WITH AN „ X„ ON THESE DRAWINGS SHALL BE REMOVED. ALL I ' LODGE) OTHER TREES TO REMAIN (REPLACE IN KIND IF DISTURBED). J CUT OFF WALL PACK GHT FIXTURE C2-4 EXISTING TREE LINE TO BE TRIMMED AND REPLANTED PER DRAWING C4 "LANDSCAPING SEE LIGHTING FIXTU S ULE, OFFICE CONCRETE WALK ) ( FIX UR TYPE „B„ g PLAN" ,I STAIR STAIRS ASPHALT PARKING N — — — AREA(z — —._— ti 700 PARKING AREA LIGHT \ \ ® (SEE LIGHTING FIXTURE SCHEDULE, 15 \ FIXTURE TYPE "A": POLE MOUNTED D3 \ IN 7 PLACES) Y I J -<u \ A L Of LLI 00 \ I \ ' / i EXISTING O (SEE LGHTING FIR TUREOSCHEDULE, REMAIN FIXTURE TYPE "D») /PARKING AREA LIGHT \ \ (SEE LIGHTING FIXTURE SCHEDULE, / \ \ FIXTURE TYPE "A": WALL MOUNTED f fl`1- PLACE}-- �C � IvL�UNTED/LIG T FIXTUR � I i % i CEILING SEE LIGHTING Ftl1RE SCHEDULE, \ v �_w'—w�w� — — IR •-�_ _ ALIA ECISTNG -1 —I� DECIDUOUS EF` \ \ PROFUSE 37 ROOM \ i TM ILDING (2— DEC � � �— BRUSH LINE WITH. 20—�- MOTEL / \ � — � \ � t ER—t9T —LILIES E �CIDUOUS TREES; 4" GBH OR LARG \ F.F ELFV — 101.75 TREES VINE \ / CLEARINLIMIT \� BRUSH LINE \150 EeX I ( NOTE: C2-4 DECIDUOUS TREES 3\ /C2 ` C U ^ EVERGREEN TREES; 4" 0 G�DBH � ^�.'�^` ^�--�^^D IKI ( ) � �� TREE A � I ' � OQ --- / \ EXISTING 14 —18 DB1l \ BRUSR-LINE WITH 20+ \ / XISTING�RUSH LIN1� DECIDUOUS TREE r'� 0 \ DECIDUOUS --'TREES; 4" DBH OR LARGER \ \ \ \ EXIS ING 1\8"-20" DBH-�`-�_.�A ^ ^�-.o LrXISTING 2"-4" DBH \ / » " \ DECID US TREE ..�^ i / EX TI�` 20 -2 DBH EXrS'fING� =B -Q13H "� �� DECIDUOUS TREE _ % DE IDUOUS1TREE / DECIDUOUS TREE --� �\..EXISTING BRUSH LINE \ / - GROUP OF (3) 4"-8" \ / / �• I �� DBH--DEQIDUOUS TREES EXISTING DECIDUOUS TREE EXIST G 12"-14"D H 10--' DECIDUO TRLE \ EXISTING 6" DBH— / EVERGREEN TREE EXISTING 6»-8" DBH ) EVERGREEN 90 EVERGREEN TREE EAST SIDE OF NEIGHBORS FENCE; ( 5 6„-10" DBH I 05ro1/03 Q REVISED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM M-!IGHTING PLAN SCALE: SEE GRAPHIC SCALE 09/16/02 ® RESUBMITTED FOR ZONING BOARD REVIEW TSM LIGHTING FIXTURE SCHEDULE 05/29/02 AA SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED /REVISIONS BY Symbol Fixture Qty Watts Description Lamp Manufacturer & Type Catalog Number MEWCI'S°�`, LIGHT FIXTURE/TREE REMOVAL PLAN DRAWING: ONE 400—WATT CLEAR "AERIS" ✓`�A9 �� A 8 451 ARM MOUNTED CUTOFF ET-28 PRESSURE SODIUM, LfrHONIA FIXTURE WITH FLAT LENS HORIZONTAL POSITION. AS2-40oS—SR4SC GRAPHIC SCALE �� PROPOSED MOTEL EXPANSION 20 0 10 20 40 80f AFTAB (SAM) BHATTI PROPERTY B 2 142 WALL PACK W/ SPECULAR ONE 100—WATT CLEAR UTHONIA "TWAC" a` REFLECTOR, CLEAR ED-17 HIGH PRESSURE TWAC 100S ko.57509 �% AVIATION ROAD RE �► QUEENSBURY, NEW YORK SODIUM, HORIZONTAL POSITION.v POLYCARBONATE LENS ( IN FEET) " ESS'��'-� SQUARE FORMED ONE 150—WATT CLEAR SCALE: 1" = 20' -' ALUMINUM HOUSING, ED-17 HIGH SPAULDING "SOFT: JARRETT - MARTIN ENGINEERS, PLLC 1 75 PRISMATIC FLAT GLASS PRESSURE SODIUM, ST—S75—VL LENS VERTICAL POSITION. aITIER PROFESSIONAL ENGINEERING THOM S JARRETT E 175-WATT CLEAR P.E. 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 ALUMINUM REFLECTOR, ONEFAX; (518) 798-1864 RCURY REGENT C GHT ©= GLENS FALLS, N.Y. C ��cRYuREFRACTOR81-28 ME NN1204M CALPRO# 01-77 SHED: 2 OF 10 5 175 ITION VAPORI VERTICAL YCpp�%pFTH�SONSI EKED NA POS BLUE FEBRUARY 2003 SOCKET (EXISTING) MDVALID BASE DOWN POSITION TSM PLOTTED / REVISED: 9:30AM ALTERATi(N1 OF THIS DOGUMENTEXCEPT 177112101 Bhatti Hotel Site Plan Design.dwg FIXED REVISED PER TOWN COMMENTS BY A LICEKSED QNGINEER 15 UNLAWFUL MAGNET u 1` DRAWING NOTES: i 1 C3-1) SURVEYS &MAP INFORMATION PROVIDED BY VANDUSEN AND STEVESLAND SURVEYORS LLC. SURVEYS ENTITLED: t1' "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 ' "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" I �- _ DATED APRIL 24, 2000 ou ' 'b.0 'b.0 'b.0 'b.0 'b.0 �C - - "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" .0 .0 .OpU 'b.0 'b.0 DATED AUGUST 8, 2001 LANDS APPROPRIATED BY pU "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 NEW YORK STATE - - 0- '0.0 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o o 'b.o 'b.o 'b.o7 'b.o 0 'b 0 .0 'b.1 'b. o 'b. 0 '0. o 'b. o .0 - - EXISTING MOTEL (ECONO LODGE) '0.0 �'�• �Q UNIFORMITY RATIO: *'b.1 'sl3 .1 .3 OFFICE x1.5 )-3 .7 '0.0 0 AVERAGE FOOTCANDLE ON PARKING AREA = 6.7 T yC 8 'b.0 4.0MINIMUM FOOTCANDLE ON PARKING AREA = 1.7* 0 S2. 14 .8 .6 .6 'b.7 .9 x1.3 x4. Sfl�S 0 .5- - J 0 UNIFORMITY RATIO 6.7 / 1.7 3.9 q �q C' x "3 g 1 '� 's1.1 x1.4 'SZ. 4 9 'b.7 0 8 '52.7 'S2. 6 'b.0 ' 0 'b.1 '�. 0 "3.6 'b.1 4.8 x2.9 x3.3 bO N � * MINIMUM FOOTCANDLE TAKEN OVER ACTUAL NEW PARKING SPACES: ENTRANCE WAY .SOUTH xZ '� 7 '�,.` Sf l 's2.8 .1 x77 VA '3.2 '3.6 7.4 'b.9 x4.3 x4.6 X.Q 7 0 'b• �-9- - - _ OF NEW PARKING SPACES (NEAR EXISTING SIGN) PLUS NORTHEASTERN MOST PARKING SPACE X0.1 x.2 .4 .6 4.3 x3.7 x2.5 0 7 . - -------(-ADJACENT TO DUMPSTER) AND EXISTING PARKING ADJACENT TO EXISTING MOTEL, EXCLUDED. D / y0 x ILLUMINATION IN THESE AREAS IS BELOW 1.7. 52 'b .6 x5.7 >�Y-, x3.7 x3.0 x2.6 .5 '.9 x3. 0 8 x3.1 '�L.8 .9 x7.1 ) 3.1 ) 3.0 ) 5.0 ) 4.5 15.9 4.9 x4.6 4.4 .7 .0 'b. .0 8 x7.4 ' . ' x .6 x7.3 4.8 x3.5 x3 .8 .0 '0. .0 'b.1 '�. ) OA )1. 'b.5 4. x3. x3 2 .1 .3 4.9 x6.6 ) 0. ) 0. I 1 � Y x x x • g 'b.0 x13. 4. 'S2. 8 x4 5 'b.7 ' .9 x7.5 x4.5 x3.1 x2. .5 V o 'b 0 �7.0 'b.1� x0. 1 3 x15. 'b. 4.5 .0 .2 y 5 FOOTCANDLE ' x4, x x 4.9 .6 19.0 x13. ) 5. 4. x2 7 x4.C� 'b.3 .5 0.1 .8 '" x4.2 x3.1 "2. � .5 '0.0 'b 0 .0 'b,l >0.� I .2 6 �14.9 ) 4.7 `$.8 .0 y q c�1 2.5 FOOTCANDLE I 4 ) 4. x11. Qx4. x2 3 X2 6 x3.3 x3.9 4. 4.9 9 x3.3 x2.8 x2.6 'b.0 1 '�. 4.8 '�. 9 2 .7 'b.4 '�3. y 2 FOOTCANDLE P 3 x2.8 x3. x3.4 '42.8 .7 x3. .0 .0 (x0.0 > x3 x7 g "g 5 '�8 g '�j 2 'b 2 "7 3 x7. x3.4 x2.1 1 FOOTCANDLE 5 CANDLEFOOT '0.1 .0 4.3 .6 .2 D 0.5 FOOTCANDLE 2.5 CAN DLEFOOT G'S2.6 x3.6 .3 '� .1 '�. '� . 7 '� . 4 x . 7 x3.5 '� '� • 0 2 CANDLEFOO / 5 x3 x30• .8 ' .2 .6 )1.3 ) 5.8 ) 4.2 x13.7 x7.0 x3.7 x3.5 0.25 FOOTCANDLE 1 CANDLEFOOT ,4.9 1.0 , •g x .4 x7.3 x13.4 x> 2 x11.8 xl1.3 '�.5 4.9 '52.8 .8 'b.1 .1 .0 o .0 .0 '0 xn 0.0 lb xo-e a. �o.� .o Vo 'b.o 'b.o Vo 0.5 CANP&OOT F 0.25 � ANDLEF00T 'b.1 x 8 8 'b.1 xl \> 25.8 '� 5.4 'SI 1.6 x7.8 l . 4 O. .1 'b.0 'b.0 'b.0 'b.0 'b. 0 'b.0 'b.0 "0.0 'b.0 "0.0 "0.0 'b.0 'b.0 'b. 0 'b.0 'b. 0 'b.0 .0 'b. 0 / I 'b.7 .0 x15.6 1.9 x8.2 0 .1 10. ' ).o 16.0 'b.0 16.0 'b.o 16.0 'b.0 'b.0 '�.0 '�.0 ';� 0 "0.0 '�.0 x0.0 'b.0 "0.0 "0.0 'b.C� x0.0 '�.0 2.9 PROPOF ED 37 ROOM17� x 5 'b.5 x14.8 xi 8.3 x14.1 xi 3.3 '�i.3 � 7 .9 � .2 'b.1 .0 'b.0 'b.0 "0.0 'b.0 'b.0 'b.0 'b.0 '�.0 "0.0 '0.0 'b.0 "0.0 '�.0 '�.0 'b.0 'b.0 .0 'b.0 'b.0 �. MOTEL BUILDING .8 F.F ELEV. = 101.75 � x3.2 'b.8 19.0 ) 2.0 ) 0.3 x8.9 x7.1 x3.9 .3 4 'b. 'b.3 'b.1 'b.1 .0 'b.0 'b.0 "0.0 'b.0 'b.0 "0.0 'b.0 10.0 "0.0 'b.0 'b.0 'b.0 1b.0 'b.0 1b.0 .0 'b.0 'b.0 to n / v 'b.0 'b.l .3 .9 '�J. ) 0 7 )1.1 .4 .5 .7 1 .6 .3 'b.1 'b.1 .0 'b.0 'b.0 'b.0 V o 'b. o 'b. 0 'b. 0 V o 1b.0 10.0 'b.0 1b.0 'b. 0 'b. o 1b.0/ 'b.0 'b.0 P 7 x4 1 'b. x> 7 �1 .3 l 4 1 5 x> 'b.7 'b. 'b.2 'b.1 'b.0 'b.0 1b.0 "0.0 'b.0 'b.0 'b.0 'b.0 "0.0 'b.0 1b.0 1b.0 'b.0 "0.0 'b.0 'b.0 .0 'b.0 GP 4.8 '43. 'SI 'b 'b.4 .2 'b.1 'b.1 'b.0 o'b.o 'b.0 x0.0 'b. 0 'b. o 'b. o 'b.0 'b. 0 16.0 'b.0 xo. o 'b. o 'b.0 'b. 0 'b fJ 'b. o 'b. o 'b.o 'b. 'b.o 'b.o 'b. 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'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 0 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o .0 0 'b o -� -e -•e- - - - _ _ _ 'b.o 'b.o 'b.o 'b.o 'b.o .o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 05/31/03 0 REVISED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 A REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM LIGHTING PLAN 1 09/15/02 A RESUBMITTED FOR ZONING BOARD REVIEW TSM SEE GRAPHIC SCALE SCALE LIGHTING LEGEND Symbol Fixture Qty Proposed vs New Type A 8 PROPOSED Q B 2 PROPOSED PROPOSED C 1 D 5 EXISTING 05/29/02 AA SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED / REVISIONS BY DRAWING: NEW ®ILLUMINATION PATTERN PLAN C3 GRAPHIC SCALE, ��• PROPOSED MOTEL EXPANSION 20 0 10 2 40 80 f a AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD 5 QUEENSBURY, NEW YORK I ` �� Ajo• 575� �►�' ( IN FEET ) SCALE: 1" = 20' 1 �►r' SS��'/ PLLC JARRETT - MARTIN ENGINEERS, PROFESSIONAL ENGINEERING THOM JARRETT PI; ZONE: (518) 792-2907 P.E. 57509 12 EAST WASHINGTON STREET FAX: (518) 798-1864 IGHT © 2002 GLENS FALLS, N.Y. cNLYcoalEsoFTHIS DaA�ncwm+A PRO# 01-77 SHEET: 3 OF 10 w BLUE SEAL SHALL BE E CONSIDERED TRUE F EBRUARY 2003 ANDVALID �p� COMMENTS (N0 CHANGES THIS DRAWING) ALTERATION OF THIS DOCUIdENTExCEPT 177112101 Bhatti Hotel Site Plan Design.dwg PLOTTED /i REASED:06/25/03 9:30AM 7 REVISED PER TOWN C TSM 13YA LICENSED ENGINEER ISUNLAWFLL. -Y IS\ DRAWING NOTES: C2-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYS ENTITLED: otJ ' �— — — ----- — _ "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" L• oU I DATED APRIL 24, 2000 ANDS APPROPRIATED BY NEW YORK STATE / oU "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 8—DL. X Ou "— IPF "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 Ou • C2-2) EXISTING TREE LOCATIONS PER JARRETT—MARTIN ENGINEERS, PLLC FIELD � EXISTING MOTEL (ECONO LODGE) MEASUREMENTS. 2—SM I E� REMOVE EXISTING PAVING FILL, .SEED, MULCH �� � C3-3) SEE DRAWING D2 FOR PLANTING DETAILS I J O • • ' OFFICE CONCRETE WALK STAIR STAIRS PLANTING NOTES: ' 1) THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9 TOPSOIL IN INST LL BEVELED CURB \ cn SEASONAL PLANT BEDS AND FINE GRADE. AROI�ND ISLAND 2) AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX, OR ASPHALT PARKING — — -----_ APPROVED MIX, AT A RATE OF 5LBS PER 1000 SF., STARTER FERTILIZER (5-10-5) AT 40 0 7 0 INSTALL CURB AROUND AREA LBS. PER 1000 SF AND MULCHED WITH STRAW OR HYDROSEEDED. 0 —% PLANTING ISLAND \ \2—SJ 3) AREAS INDICATED AS NATURAL AREAS SHALL BE SEEDED WITH 5 LB PERENNIAL RYEGRASS, 0.5 LB WHITE CLOVER AND 0.5 LB BIRDSFOOT TREFOIL, AT A RATE PER 1000 SF. APPLY g9 55 \8 ST STARTER FERTILIZER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHED WITH STRAW OR s 9 EROSION CONTROL BLANKET AS INDICATED. —SH x s Y <v 9 Q4) PLANTING SOIL 0O s 0 W BE A MIRE OF 10PART TOPSOIL, NEW ART COMPOSTED MANUREIO 1 PART PEAT BMOSS AND 1 —ST �-- w I / U 5-10-5 FERTILIZER AT 1 LB PER 20 SF. 0 5) MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. 6) MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES 102 OR OTHER UNACCEPTABLE MATERIAL. \15— B S �Z= al — \ 1 0.75 --� 0 / \ _4--D — / Inc) \ \ / 2—CH _ \ x BUFFER AREA — EX STING —TREES PROPOSED 37 ROOM TO REMAIN, BRUSH TO BE ` \ / \ MOTEL BUILDING � \ 'A' � —.REMOVED AND STUMPS CUT FLUSH; 4—DL \ F.F, ELEV. = 101.75 _ ARE;a-To-.fl1< SEEDED _ \ EXISTING TREES TOR \ \ \ \ \ \ 10—SB 0o 15—HV 98 \ \ / 8 DL \ 4—DL � 7.5 —CP ..� 2—AR � --� \ \ � � ,o 1 D 7. LAW 9 .25 4-HV 97 0\ / 1—CH \ \ \ — _ LAWN _98L 0 3—PO \ p0 gq BUFFER AREA — EXISTING TREE \ TO REMAII , BWSH TO BE / \ REMOVED AND STU FLUSH; \ —� \ v \ g0 \ � � � AREA TO BE_5EEDIED \ �6—SP BUFFERE- 0'-0"; \ BUFFER�EA — 50'; ER AREA — 50'-0";— \ \ — 7 EVERGREEN SF�AD E& 100' SECTION — 2 EVERGREENS, 3 S ADE T S, 100 SECTION — 7 EVERGREENS, 3 SHADE TREES, 100�S.ECTI ON \ \ / \ \20 LARGESS RLf8-S--_EXISTING TREES AND EDGE 28 LARGE SHRUBS — EXISTING TREES AND HEDGE 18 LARGE SHRU S —EXISTING TREES AND HEDGE / \ \ ROW TO BE99AVED ROW TO BE SAVED I IOW TO BE SAVED I ' PLANT LIST LANDSCAPING PLAN 06/25/03 0 REVISED PER TOWN COMMENTS TSM SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS 1 SCALE: SEE GRAPHIC SCALE 05/31/03 /E\ REVISED PER FIRE MARSHALLS COMMENTS TSM TREES PYRUS CALLERYANA REDSPIRE REDSPIRE CALLERY PEAR 4 3 — 3.5 in CAL B & B CID SD MALUS SNOW DRIFT SNOW DRIFT CRABAPPLE 3 2 — 2.5" CAL B & B PO QUERCUS PALUSTRIS PIN OAK 8 3 — 3.5 in CAL B & B SP PICEA ABIES NORWAY SPRUCE 21 10' HT min. B & B SM ACER SACCHARUM SUGAR MAPLE 2 3 — 3.5 in CAL B & B 05/15/03 REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 © RESUBMITTED FOR ZONING BOARD REVIEW TSM GRAPHIC SCALE 05/29/02 AA SUBMITTED FOR ZONING BOARD REVIEW TSM SHRUBS 20 0 10 20 40 80 DATE REV # ISSUED / REVISIONS I BY SB AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 10 4 — 5' HT B & B HV VIBURNUM TRILOBUM "HAHS" "HAHS" VIBURNUM 23 2' — 3' HT B & B CH TSUGA CANADENSIS CANADIAN HEMLOCK 5 3 — 4' HT B & B SH ILEX GLABRA "SHAMROCK" COMPACT "SHAMROCK" INKBERRY 3 24 — 30 in B & B DL SYRINGA MEYERI DWARF KOREAN LILAC 28 30 — 36 in B & B j WE EUONYMUS ALATUS COMPACTA DWARF WINGED EUONYMUS 2 30 — 36" B & B T II'N. CRIMSON PIGMY CRIMSON PIGMY JAP. BARBERRY 0 3 gal CONTAINER GROWN PB BER6ER�S IHV CA "LITTLE PRINCESS" "LITTLE PRINCESS" SPIREA 12 3 gal ---�ITALIS NIGRA DARK AMERICAN ARBORVITAE 25 4 — 5' HT ICONTAINER GROWN SJ SPIREA JAPONI - 6 & B A R I A OCCIDEN [IORO THUD STELLA � STELIA D ORO DAYLILY 24 1 GAL 15 1 GAL PERENNIALS PER BLACK EYES USAN `I DSTRUM _ y DRAWING: ,. pF IdEY� ; :��� °q LANDSCAPING PLAN IN SET C4 scam: i" = zo' A PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY Y n - AVIATION ROAD QUEENSBURY, NEW YORK FnE JARRETT - MARTIN ENGINEERS PLLC H. THO AS JARRETT PROFESSIONAL ENGINEERING Ian Prepared by: P. . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 MIGHT ©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 Landscape LANDSCAPE ARCHITECTS ASSOCIATES pIFSoFTHISDFAWINGWITHA R # 01-77 STET: 3 OF 7 ONLY co P 0 L1eeIlSbUry, New York 12804 BLLIESEALSHA.LLBECoNSIDEREDTRUE FEBRUARY 2003 MILLED Road Q ANDVAUD PLOTTED / REVISEp: 06125/03 9:30AM ALTERATioNOFTHIS D"JENT EXCEPT 177112101 Bhatti Hotel Site Plan Design.Clwg 1 69 V aVlj aI BY A LICENSED ENGINEER IS UNLAWFUL. I DRAWING NOTES: I� �.--- x p - C3-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND ISURVEYORS LLC. SURVEYS ENTITLED: MAGNETIC 1997 ' "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED APRIL 24, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 ou ' I "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 LANDS APPROPRIATED BY ou NFW YORK %TAT9 oU .._ x '� .,.x _ _ I P F � ou EXISTING MOT �Q EL (ECONO LODGE) I - EXISTING CATCH BASIN I J h OFFICE CONCRETE WALK I STAIR i .. STAIRS I RIM 99.91 BOTTOM 92.91 \ 8'0 DRYWELL (TYP.) ASSUME 8' DEPTH WHEN II&TALLED �j _ �r 70 � ACTUAL MEASUREMENTS SHOWN ASPHALT PARKING AREA \ -- —. O ° -1 ->V D RIM 100.07 \ 6 RIM, 101.33 RIM 102.08 \ I OTTO 94. 7 BO M 3.33 BOTTOM 95.26 RIM 02.73 BOTTOM 94.73 Y D D 00 �- D L W 1 o \ / / 6" PERFORATED PIPLC, EXTEND 15' (MIN.) INTO -\ STONE FILLED VE TRENCH; NTRANCEWAY GR DING \ / 11-1 _ PER �T J 1 0.75 0 / IR I P \ �^ " � \4" PERFORATED "TRICKLE 9 PIPEZ—IRRIGATION TRENCH; \ \ / C �- TRENCH -TC@- BE, WARPED AROUND \ \ j" " ® RYWELL D2 EXISTING &NEW TR1=S (900' _ PROPOSED 37 ROOM 6 NON —PERFORATED HDPE PIPE; 8�(TYP. 2-LACES) � TEL BUILDING OUTLET INTO "TRICKLE TRENCHTOF FRAM�LEV = 98.2 �- .t OF TRENCH MIN.) \ \ MO --- � F.F ELEV. = 101.75 PE �AT�HDPE OUTLET / \ / ERFO AT / \ I HDPE PIPE \ WELL NEW GRADE \ \ \ I AROUND EXISTING TREE 98 \ A \ \ 5 I 7.5 — 1s " \ �� \ 36 CORR. AMP\ E� 97.5 Op 97.5 97.25 97-49 99 \ / \ 98 + 99.5 99 • \ / 95.25 97 9 99 98 99. \ 96 / \ 96 \ 9 95 v �-- T.P. # 1 y \ SEDIMENT BARRIER 90 05/31/03 0 REVISED PER FIRE MARSHALLS COMMENTS TSM GRADING STORMWATER PLAN 05/15/03 A REVISED PER TOWM COMMENTS - TSM T 1 scams: sEE GRAPHIC SCALE 03/17/03 ©" SUBMITTED FOR PLANNING BAORD REVIEW TSM NYSDEC PHASE II STORMWATER 09/16/02 A THIS DRAWING NOT SUBMITTED TSM WATER QUALITY VOLUME: SUBSURFACE INVESTIGATION:'' 05/29/02 QA SUBMITTED FOR ZONING BOARD REVIEW - TSM WATER QUALITY VOLUME EQUATION DATE REV # ISSUED / REVISIONS _ BY TEST PIT �1 WQv = PRvA/12 0 — 8" DARK BROWN SANDY, TOPSOIL DRAWING: " ,.� N'r� GRADINGSTORMWATER PLAN CS WQv WATER QUALITY VOLUME $ _ , 36 LIGHT BROWN 'FINE TO COARSE SAND, ,��� 0�\ TRACE SILTS & COBBLES �� , " P 90% RAIN FALL EVENT NUMBER (.98 IN) 36 BOTTOM OF, HOLE (HAND DUG) GRAPHIC .SCALE ��R��� °� PROPOSED MOTEL EXPANSION Rv 0.05 + 0.009 (1); Rv MIN. =0.2 (.53) A SITE AREA IN ACRES (4.22 ACRES) , 20 0 10 20 40 80AFTAB SAM BHATTI PROPERTY ' NO MO TTLING OR HIGH GROUNDWATER NOTED _ . PERCENT IMPERVIOUS COVER (63.1 %)AVIATION ROAD r _ QUEEN UR ORK — — 0.095 ACRE —FT. = 4,166 CU. SB Y, NEW Y b FT WQv = (.98)(.53)(2.2 / 12) = I I, (IN FEET) �o �-.57�9 1 k SCALE: 1" = 20' _ 'T'T .MARTIN ENGINEERS,PLLC � 4,166 CU. FT. OF RETENTION/ INFILTRATION REQUIRED � � �, - RE — R PROVIDE 4,892 (MIN.) CU. FT. AS SHOWN ON DRAWING C5/D1 ''PROFESSIONAL ENGINEERING 0 S JARRETT PHONE: (518) 792-2907 TON STREET HING � AS , P.E. 57509 12 EAST W r GLENS FALLS, N.Y. FAX: (518) 798-1864 _ I BHT 0 200 2 , YR J _ � SHEET: 5 OF 10 NN wmi A — c 7 c � onlYco�scf Isoa�, PRO# 01 7 . 2 03 _ SEAL u cansrosa ,Ru E FEB Y 0 1 �,,Y oocv�.�Errroccr PLOT IED / REVISED:06/25103 9:30AM ��Anon of s 177112101 Bhatti Hotel Site Plan Design.dwg ENTS �►h��S�N�w� 0 M M sm N C A� W � M � PE R TO WN TS �� ��� �� REVISED P _ POST SIGN PARKING STOP AL01,13 SPACES FACING 9APT INTERNATIONAL SYMBOL OF ACCESSIBILITY 4» t::::::::::::::::::: (TYP.) -Z j BLUE BACKGROUND W/ WHITE SYMBOL 9'-0" 8'-0" 8'-0"— STANDARD PARKING SPACE Fj=�[TYPICAL PARKING SPACE DETAIL SCALE N T S NOTE: ALL MARKING PAINT TO BE WHITE ASPHALT DRIVEWAY DRAWING NOTES: D1-1) 6" (MIN.) THICK TOP SLAB IN NON -TRAFFIC AREAS, COVER DESIGNED FOR H-20 TRAFFIC LOADING FOR AREAS SUBJECT TO VEHICULAR TRAFFIC. 1Y2" COMPACTED TOP D1-2) INSERT GEOTEXTILE UNDER GRATE DURING CONSTRUCTION (CONTINUE UNTIL PAVEMENT/VEGETATION NYSDOT ITEM 403.16 TYPE 6 IS ESTABLISHED) MONITOR GEOTEXTILE & CLEAN/REPLACE AS REQUIRED. G RESERVED M.U.T.xl " 2" COMPACTED BINDER M.U.T.C.D. NYSDOT ITEM 403.13 TYPE 3 PARKING SUBBASE COURSE; 6,_0» NYSDOT ITEM 304.05 TYPE 4 COMPACTED TO STEEL CHANNEL o 95% STANDARD PROCTOR COLOR - BLACK 1,-p- 20'-0" po00 po00 po00 po00 po 0 EXISTING SUBGRADE I � POST SIGN DETAIL TYPICAL DRIVEWAY P SIDEWALK DETAIL 1 SUBBASE COURSE; NYSDOT ITEM 304.05 TYPE 4 COMPACTED TO 95% STANDARD PROCTOR TYPICAL CURB DETAIL W/ SIDEWALK ® 4 SCALE: N.T.S. / ICOOTPRINT OF PROPOSED CAR PORT CURB UNDER CAR PORT SCALE: N.T.S. NOTE: / ARKING DETAIL SCALE: N.T.S. EMBED POSTS 3' INTO A 12"OX4' DEEP i FOOTING PE S CIFICATIONS: �I k TOOLED SCORE JOINT EXPANSION JOINT PIPING: 5' O.C. (TYP.) 25' O.C. (TYP.) P-1) ALL GRAVITY SEWER AND GRAVITY SEWER LATERALS SHALL BE PVC SDR 35, ASTM D3034 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3350; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE w _ LEAKAGE TESTED BY INFILTRATION / EFILTRATION TESTS OR AN ALTERNATIVE METHOD APPROVED BY ENGINEER. cwn c.� P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH BROOM FINISH I z POINTS) PERPENDICULAR TO w Q WALK DIRECTION P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. ISCELLA NEOUS: 1 2„ TOOLED EDGE 3 Y4" RADIUS (MIN.) M-1) ALL COMPONENTS ,OF THE EXISTING LEACHING SYSTEM CONNE PLAN REMOVED. CTED TO BUILDING TO BE REMOVED SHALL BE EXPANSION JOINT; TOOLED SCORE JOINT 3/$" SAW CUT, BITUMINOUS Y4" R. Y2" DEEP EXPANSION JOINT FILLER W/ SEALANT, TOOL BOTH EDGES 6"x6"xW1.4xW1.4 REINFORCING MESH @ MID DEPTH , 4000 psi CONCRETE 5" SUBBASE COURSE; NYSDOT ITEM 304.05 TYPE 4 COMPACT TO 95% STANDARD o�oo oDoo o�oo 00 00 oCoo 0 0o PROCTOR P (MIN.) EXISTING SUBGRADE SECTION TYPICAL SIDEWALK DETAIL 6 SCALE: N.T.S. 06/25/03 /K REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEE T) TSM 05/31/03 �E REVISED PER FINE MARSHALLS COMMENTS TSM 05/15/03 ISSUED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW ENTRANCE ISLAND TO BE PAINTED WITH TSM, 4" DIAGAMAL STRIPES TO INDICATE 09/16/02 THIS DRAWING NOT � SUBMITTED o \ ASPHALT 3 (TYP.) NO DRIVING TSM c i SIDEWALI ` DRIVEWAY D1 6" (TYP.) 05/29/02 AA THIS DRAWING NOT SUBMITTED TSM 'R��u■ _ 'r65Ad biYi �r�■ __ PROPOSED MOTEL BUILDING F.F. = 101.75 r BUILDING ENTRANCE DETAIL n I , SCALE:1 = 5 DATE REV # ISSUED / REVISIONS BY QoopoQ p°000�p°000�p°oQo�p°0000 c4 0� U�C� �o�C� � o�U o�C� �o�C_.) �c�C� c4 c4 - _ DRAWING: 00000000000°00 0 00000°00000000 ,�o r� rod GENERAL CIVIL DETAILS p y PROPOSED MOTEL EXPANSION ' AFTAB (SAM) BHATTI PROPERTY "n SUBBASE COURSE; AVIATION ROAD NYSDOT ITEM 304.05 TYPE 4 "" QUEENSBURY, NEW YORK COMPACTED TO 4`0, 57�9 95% STANDARD PROCTOR BEVELED CURB DETAIL JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 6 SCALE: N.T.S. ( H. TH MAS JARRETT P # 57509 12 EAST WASHINGTON STREET PHONE(518 ) 792-29 67 MIGHT © 2001 GLENS FALLS, N.Y. FAX:: (518} 798-1864 CNLYCOPIESOFTHIS DRAWINGWITHA ARY 2003 PRO # 01-77 SHEE7: 6 OF 10 CONSIDERED FEBRU BLUE SEAL SHALL BE CONS AND VALID PLOTTED REVISES:06/25/03 9:30AM ALn:.FAnoNOFTHIS DocuMENrExcEr�r 177112101 Bhatti Hotel Site Plan Design.dwg / GRADE (FINISHED / EXISTING) BEND AS REQ'D 1 /8"/FT (MIN.) SADDLE OR WYE CAP OR PLUG (SHOWN, OVERSIZE FOR Cl PITY) ,'�y$*K�� 4;; ADAPTER FITTING \/==, • `.',�:-.",`: `" \\\. AS REQ'D (TYP.)' \N, ADAPTER FITTING/\ �X�\// /\//\//\//\AS REQ'D SANITARY SEWER MAIN\��%/�%/�" BEDDING PER ��\�\\��\�� �� TRENCH DETAIL SANITARY SERWER TIE IN DETAIL SCALE: N.T.S. GEOTEXTI FOR S rv1c-riK In nonnc® II i DRAWING NOTES: D3-1 6" MIN. THICK — - TOP SLAB IN NON TRAFFIC ARE AS, CO VER (MIN.) DESIGNED FOR H 20 TRAFFIC LOADING FOR AREAS SUBJECT TO VEHICULAR TRAFFIC. D3-2) INSERT GEOTEXTILE UNDER GRATE DURING CONSTRUCTION (CONTINUE UNTIL PAVEMENT/VEGETATION IS ESTABLISHED) MONITOR GEOTEXTILE & CLEAN/REPLACE AS REQUIRED. HEAVY DUTY CAST IRON FRAME & GRATE SLOPE GRADE (RISER(S) AS NEEDED) FINISHED GRADE TOWARD GRATE NOTE: D1-1 (TYP.) 30" SLAB --- D1 NOTE: D3-2 GEOTEXTILE FABRIC D1 T- GEOTEXTILE FABRIC 4'—O" 6" FOR SEPARATION STANDARD 2'f (TYP.) SECTION PERFORATED OVERFLOW PIPE AS SPECIFIED CLEAN (WASHED) UNIFORM SIZE 43011 COBBLES (PREFERRED), CRUSHED STANDARD STONE OR GRAVEL SECTION FORT MILLER DRYWELL OR EQUIVALENT -- 8'-0» 12'-0 (MIN.) SPECIFICATIONS: J ' 8 TYPICAL STORMWATER DRYWELL DETAIL PIPING: SCALE: N.T.S. z 0 J D m SIDEWALK w 3 3'-0" D1 z _0% SLOPE Y2" CRUSHED PM 2" HDPE PIPE PEA STONEF IN.) GEOTEXTILE FABRIC 1 EAVE TRENCH DETAIL TRENCH DETAIL TRICKLE PIPE / _ O SCALE: N.T.S. SCALE: N.T.S. FINISHED GRADE 1' MAX FROM CURB PROPERTY LINE ROADWAY MUELLER CURB BOX OR APPROVED EQUAL 5' MIN. 6' MIN. CURB STOP MUELLER ORISEAL OR APPROVED EQUAL TEMP. CAP OR PLUG AS NECESSARY GEOTEXTII FOR SI 1° WATER MAIN -' r.: COPPER PIPE TOPHOUSE 3/4" COPPER TUBING (TYP. K) SOLID CONCRETE BEARING (OR SIZED AS REQ'D) BLO P-1) ALL GRAVITY SEWER AND GRAVITY SEWER LATERALS SHALL BE PVC SDR 35, ASTM D3034 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3350; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY INFILTRATION / EXFILTRATION TESTS OR AN ALTERNATIVE METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS) P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. : MISCELLANEOUS: z o M-1) ALL COMPONENTS OF THE EXISTING LEACHING SYSTEM CONNECTED TO BUILDING TO BE REMOVED SHALL BE REMOVED. m J 3'-0" 0 CONCRETE SIDEWALK w PARKING AREA z Coop Oo 6» ooOp g 0 00 1 —6 Oaf 0 000�� O �00 CLEAN CRUSHED STONE 6"0 PVC PIPE C EAVE TRENCH DRAIN PIPE DETAIL SCALE: N.T.S. r,,.11C'11rM rlMAr1r 06/25/03 REVISED PER TOWN COMMENTS TSM " 05/31/03 REVISED PER FIRE MARSHALLS COMMENTS TSM 36 CORR PERFORATED HDPE PIPE 05/15/03 A REVISED PER TOWN COMMENTS TSM j /\/\/ j 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 5 —0 09/16/02 THIS DRAWING NOT SUBMITTED TSM 05/29/02 QA THIS DRAWING NOT SUBMITTED TSM DATE REV # .ISSUED /REVISIONS BY DRAWING: / / ..� GENERAL -CIVIL DETAILS D2 \\�\\\\�\\\\i % � WASHED CRUSHED STONE .��`' _ . �R�� . �a, PROPOSED MOTEL EXPANSION r �� AFTAB "SAM" BHATTI PROPERTY OuAVIATION ROAD l�® ka QUEENSBURY, NEW YORK UK OR C.I. FOOT -` f. JARRETT - MARTIN ENGINEERS, PLLC NOTE: 136 INCH SUMP DETAIL ASJARRETT PROFESSIONAL ENGINEERING H. THO pHO�lE: (518) 792-2907 12 EAST WASHINGTON STREET SCALE: N.T.S. P. # 57509 p X: (518) 798-1864 WATER SERVICE FITTINGS TO MEET TOWN OF QUEENSBURY REQUIREME IGHT ©loos GLENS FALLS, N.Y. 16, ooafs of nis o�wNcwm-a PRO# 01-77 SL HEET: 7 OF 10 E FEBRUARY 2003 BLUE SEAL SHAL AEDTRU� II II II W e 1 c Q UPONITAIL ��T1 A v ARucEON ED ENI�INEER 13 u LAWFUL 177112101 Bhatti Hotel Site Plan Design.dwg PLOTTED / RENISED:06/25/03 9:30AM SHRUB PLANTING DETAIL SPACING VARIES IL SEE PLANTING PLAN 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL; MIXTURE IN ITHE FOLLOWING RATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) NOT TO SCALE 2" FINE SHREDDED BARK MULCH 1� 3" SOIL SAUCER III- uU, AN Iv)W AN 1K) I � � �- .. .. . . AMENDED PLANTING SOIL; �— MIXTURE IN THE FOLLOWING — _ _ _ _ ____ _ _ _ _ I I —III- RATIOS BY VOLUME: �_�---—I—I I —I I--�—�—� I 1=1 11= 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) PERENNIAL BED PREPARATION DETAIL SCALE: N.T.S. NOTE: THIS DETAIL SHALL APPLY TO ALL GROUND COVER, PERENNIAL and ANNUAL BEDS. =R HOSE FRICTION GUARD MIRE i. CEDAR STAKES -ON G IREDDED BARK MULCH GH SAUCER ,MENDED PLANTING SOIL; IIXTURE IN THE FOLLOWING 'ATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) DECIDOUS TREE PLANTING DETAIL SCALE. N.T,S, Landscape Details Prepared by: MILLER ASSOCIATES LANDSCAPE ARCHITECTS 169 Haviland Road Queensbury, New York 12804` HANDHOLE 06/25/03 Q REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM BOLT BASE COVER 05/31/03 0 REVISED PER FIRE MARSHALLS COMMENTS TSM ANCHOR BOLTS W/ LEVELING 05/15/03 /D\ REVISED PER TOWN COMMENTS TSM NUTS AS SUPPLIED BY MANUFACTURER 2' 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 4 //%//%/ . ° a %/%/%\�\ 09/16/02 © THIS DRAWING NOT SUBMITTED TSM ELECTRICAL CONDUIT (GALV STEEL) \\\\\\� 90' BEND, 24" RADIUS 05/29/02 �A THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY DRAWING: LIGHTING / LADSCAPING DETAILS CONCRETE FOUNDATION;, . R���,� PROPOSED MOTEL EXPANSION DESIGN BY STRUCTURAL ENGINEER Z AFTAB (SAM) BHATTI PROPERTY 31 j- AVIATION ROAD �,�. d QUEENSBURY, NEW YORK X.JARRETT -MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING H. THU AS JARRETT 12 1AST WASHINGTON STREET EpopNE: (518) 792-2907 DETAIL P. # 57509 FAX: (518) 798-1864 TYPICAL POLE MOUNTED LIGHT FIXTURE YRIGHT © 2001 GLENS FALLS, N.Y. SHEET: 8 OF 10 ONLY COPIES OF THIS DRAWINGWMI A PRO # 01-77 BLUE SEAL SMALL BE CONSID90 SCALE; N.T.S. �,E FEBRUARY 2003 > AND i PLOTTED/REMSED:06125/03 9:30AM AFFV�LTERATIONOFTHIS DOCUMEMEXCEFT 177112101 Bhatti Hotel Site Plan Design.dwg BY A LICENSED ENGINEER IS UNLAWFUL. A PARKING LOT & LANDSCAPED BUFFER SECTION (LOOKING NORTH) Scale: 3/16" = 1 -0 LANDSCAED BERM TO -SHIELD PARKING AREA HEADLIGHTS LANDSCAPED BUFFER - 50'-0" REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEET) -TSM REVISED PER FIRE MARSHALLS COMMENTS TSM REVISED PER TOWN COMMENTS TSM SUBMITTED FOR PLANNING BOARD REVIEW TSM- THIS DRAWING NOT SUBMITTED TSM THIS DRAWING NOT SUBMITTED (THIS DRAWING NOT SUBMITTED) TSM ISSUED / REVISIONS BY DRAWING: SITE ELEVATIONS p,q, PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 I?I FNS FALLS. N.Y. FAX: (518) 798-1864 PRO# 01-77 SHEET: 9 OF 10 E ES OF THISDRt+WINGWfIH A WALLBECOWDEREDTRUE FEBRUARY 2003 SED: 06/25/03 9:30AM AND PLOTTED / eiTraennNOFTHIS ppCUMENTIXCEPT FILE: F/ 177112101 Bhatti Hotel Site Plan Design.dwg EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE GEOTEXTILE FABRIC: INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS FILTER X, MIRAFI 100x, CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL STABLINKA T140N, GEOTEXTILE FABRIC OR EQUIVALENT; OVERLAP SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. (SEE BEDDING DETAIL) & TIE JOINTS 6" MINIMUM ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SHEET FLOW DRAINAGE SHALLOW CONCENTRATED FLOW SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT STEEL OR 2" x 2" PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. HARDWOOD POSTS 24" MAX. (TYP.) 18" MIN. EARTHWORK & TURF ESTABLISHMENT: TYPICAL ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE BUTT BALES TOGETHER, I.E.: NO GAP TIE POINTS DIRECTED ON THESE PLANS OR BY OWNER. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH LAYOUT FOR SHEET FLOW DRAINAGE CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND , APPLICATION. G I--5' MAXIMUM --I ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY j CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND SECURELY FASTEN WIRE FENCE TO POSTS & DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE FABRIC TO FENCE SYSTEM OR OTHER PERSONAL PROPERTY. LAYOUT FOR SHALLOW CONCENTRATED FLOW ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-5 NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR Ili WOVEN WIRE FENCE UNLESS DIRECTED BY OWNER. GEOTEXTILE FABRIC WRAPPED (14.5 GAUGE MIN.; AROUND HAY BALES, AS SHOWN ABOVE 6" MESH SPACING) 4" MIN. t 2" x 2 HARDWOOD STAKES OR RE —BARS DRIVEN FLUSH WITH BALE; 2 STAKES !'\ PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED FLOW 16" 20" MIN. MIN. 8" MIN. (TYP. EMBED GEOTEXTILE FABRIC MIN. 8" INTO 1 OVERLAP FABRIC UNDISTURBED GROUND ® STAKE BEDDING DETAIL 16" MIN. NOTES: NOTE: THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. SEMI —PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL i i 1 SEDIMENT BARRIER - HAY BALE DIKE - 2 SEDIMENT BARRIER - SILT FENCE IL SC ALE: N.T.S. SCALE: N.T.S. 06/25/03 0 REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 05/31/03 Q REVISED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 REVICED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 A THIS DRAWING NOT SUBMITTED TSM 05/29/02 QA THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY DRAWING: ✓°- EROSION CONTROL DETAILS EC 1 PROPOSED MOTEL EXPANSION U AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD \0. C7�QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING - . THO S ARRErf PHONE: (518) 792-2907 P.. . # 57509 12 EAST WASHINGTON STREET FAX: (518) 798-1864 COPYRIGHT © 2001 GLENS FALLS, N.Y. SHEET: 10 OF 10 ' ONLY COPIES OF THIS DRAVONGWITH A PRO # 01-77 BLUE SEAL SHALL BE CONSIDERED TRUE FEBRUARY 2003 ANDVAUD PL6TTED / REVISED:06125/03 9:30AM onnnN OF THIS DOCUMENTCYCERT 177112101 Bhatti Hotel Site Plan Design.dwg