Loading...
05/15/20034 A C� /1)� BASEMENT PLAN 1 /8"=1'-0" RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycop.rr.com ephall@nycop.rr.com © 2003 IT IS A VIOLATION OF THE LAW FOR' ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM OR PORTION OF THIS DOCUVENT IN ANY WAY RE TOWN OF QUEENVY PLANNING OFFICE 0 0 I DATE REV # ISSUED / REVISIONS BY DRAWING: BASEMENT PLAN q.y SITE PLANNING - FRANCHISE MOTEL AFTAB (SAM) BHATTI AVIATION ROAD QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS PLLC PROFESSIONAL ENGINEERING, 12EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (54�8) 798-1864 _ FEBRUARY 2003 PRO# 01-77 SHEET: I OF 4 177051403 FLOOR PLANS FROM RHA 14MAY03-DWG PLATTED / REVISED: 05/14/03 V 1 aF,'—n" RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycop.rr.com epholl@nycop.rr.com © 2003 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THC DIRECTION OF A LICENSED ARCHITECT, TO ALTER ANY ITEM OR PORTION OF T-IIS DOCUMENT IN ANY WAY i 77!!•"' k! y 1 5Cl. i TOIA,'N Off_ QU-7ENSBUR f PLP,,I`•1J1,Nk JG OFFICE DATE REV # ISSUED / REVISIONS BY FIRST FLOOR PLAN oRAwiNG: . A-2 SITE PLANNING - FRANCHISE MOTEL AFTAB (SAM) BHATTI AVIATION ROAD QUEENSBURY, NEW YORK 1 JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GL ENS NS FALLS, N.Y. FAX: (518) 79$-1864 7FFEBRUARY 2003 PRO# 01-77 SH Er: 2 OF 4 PLOTTED / REVISED: 0511M 1:OOPM 177051403 FLOOR PLANS FROM RHA 14MAY03.DWG I A G' r%" UPPER FLOOR PLAN RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905. Fax 518 5845012 Email rrr@nycap.rr.com epholl@nycop.rr.com 2003 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ACTING UNDER THE DIRECTION OF A LICENSED ARCONI ESS TO ALTER ANY ITEM OR PORTION OF THIS DOCUMENT �HITECT, !N ANY WAY REC["..IVED iyi Li y 1 Z5 L0 J TGVii ! 0 - OUEr-NSBU iY DATE REV # ISSUED / REVISIONS BY SECOND FLOOR PLAN DRAWING: A_3 SITE PLANNING FRANCHISE MOTEL AFTAB (SAM) BHATTI AVIATION ROAD QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1884 FEBRUARY 2003 PRO# 01-77 SHEET: 3 OF 4 177051403 FLOOR PLANS FROM RHA 14MA -DWG PLOTTED REVIS®: 05/14/031 OOPM TIN1 AT .. i ---� --- MM I— =_ IN L11 I M I —� Lu 10 -I --- IIIIMMM ------- —s-------r ------------ —�' j - _—--s.-------- -- --- — - i --- ---------- — ------ _ _ F1171ME , .... ----------------------- ............. . .... ..... _�. Lam... ---.— _ ------------- - AIR CONDITIONING ALUMINUM FRAME ---'CULTURED BRICK UNIT INTAKE GRILLE SLIDING WINDOW UNIT WITH LOW "E" INSULAI1NG APPLIED FINISH I GLASS & THERMAL BARRIER I _ i I i I i ------------------------------------------------------------------ '--------_----------------------------------------------------------------------------------------------------------------- PROPOSED WEST ELEVATION 1 /8"=1'-0" Jti VVLI VI\LU U1.lir. PROPOSED SOUTH ELEVATION APPLIED FINISH 1 /8 1'-0'- I I � I I I I I I I I I I I � I i — — — — — — — — L----------------------------------------------------------------- —--------� ----------------- PROPOSED NORTH ELEVATION ! 1 /8"=1'-01, RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr©nycop.rr.com epha1IQnycap.rr.com © ' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS 2003 ACTING UNDER THE DIRECTION OFAISIDOCUEMENTCNIjANY w'r TO ALTER ANY ITEM OR PORTION 0 T .NAY DATE V (lI 6 � 1 5 CjW TOV11'sl OF QUILENSBI REV # ISSUED / REVISIONS BY ELEVATIONS DRAWING: O S A_4 SITE PLANNING - FRANCHISE MOTEL AFTAB (SAM) BHATTI AVIATION ROAD QUEENSBURY, NEW YORK JARRETT MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERItra 12 EAST WASHINGTON STREET NONE: (518) 792-2907 FAX: (518) 798-1864 GLENS FALLS, N.Y. FEBRUARY 2003 PRO# 01-77 SHEET: 4 OF 4 j PLATTED / REVIS�' 05/14/03100PM 177051403 FLOOR PLANS FROM RHA 14MAY03.DWG GENERAL NOTES: G-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND . �—7 SURVEYORS LLC. SURVEYS ENTITLED: 31i ag�ZTJC 199 "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 AG-2) EXISTING SEWER LATERAL FROM HOUSE TO BE REUSED (PREFERRED). IF PROPER SLOPE (1% MIN.) CANNOT tA BE ACHIEVED WITH EXISTING LATERAL INSTALL NEW 6" HDPE LATERAL TO SEWER MAIN. CONTACT TOWN OF 4 QUEENSBURY SEWER DEPARTMENT IF EXISTING LATERAL CANNOT BE USED. APPROX. LOCATION OF EXISTING .46 LATERAL SHOWN. G-3) EXISTING TREE LOCATIONS PER JARRETT—MARTIN ENGINEERS, PLLC FIELD MEASUREMENTS. Jf 181OF G-4) EXISTING WATER MAIN LOCATION TO BE VERIFIED DURING TIME OF CONSTRUCTION. POSED MOTEL % M, :e Or quCens ry. e=,­.. 2 3 ' COMMERCIAL INTENSIVE SFR-10 SINGLE FAMILY RESIDENTIAL -�Ns HC- NT HIGHWAY CO % REMOVE EXISTING CAR PORT LANDS N/F OF Y MOTEL CONSTRUCTION COMPLETE GARDEN WORLD ASSOCIATES, LLC LANDS N/F OF 41!1� HARRY & IRENE TROELSTRA 2 PARKING S ou ou REMOVE EXISTING PAVING; IL Will. Will. II SEE DRAWING C4 FOR FILL LOCATION PLAN AND LANDSCAPING REPLACEMENT SCALE- N.T.S. ou LOCATION ECONO LODGE MOTEL LANDS N/F OF Lots #1, #2 & #3 21--Ol$ 0 10 P R A E 7 P BAZIL BURNS To Be Joined E 12'— EXISTING S I G'N LOT #1 (T EMI 15 P, R IN 4E co cn PLANTER TO BE REMOVED PL _U G) LANDS N/F OF 34' A IUS 12 R N E > > DAMES & RUTH BRITT 1 ®20' RADIUS `WIDE—SIDEWALKGREENWAY DRIVE c) 7 c) EXISTING SANITARY SEWER M TRANSFORMER; 24' TO BE -RELOCATED (TAKEN FROM TOWN OF QUEENSBURY RECORD DRAWINGS) rR CONCRETE DUMPSTI'R > REMOVE EXISTING DRIVEWAY; .11 I'll — 1\ PAD; TO BE RELOCATED FILL, SEED & MULCH --W E I-, t --- 9 PRO ED W W) (A 1N /I �-, (MIC Z U ---3' WIDE �iD EWA L MIN. B3� DI N SEWER LATERAL NOTE: INC BUFFER C1 ArL PROPOSED MOTEL _------7 SO LOCATION N LL- —95-- LOT #2 4�414 t= -0 ED -LOT #3 D 10,xi -'—ENCLO� /EX16TIyG I40U�E RELOCATED --LOGAT401\1-- 'DUMPSTER—P B� �EMRVM TRANSFORMER OWNS CIMINO '"W anno anis B D'INN G S ACK �90 I 1 N 1 ZONING BORDER LINE; 4� S, I SHOWN OFFSET OF PROPERTY4 ( C 4;� LINE FOR CLARITY 4P 4P LANDS N/F OF LANDS N/F OF I 4� DENNIS JACKSON PAUL NICHOLS LEGEND: EXISTING BY OTHERS: SITE PLAN ADDED ADJOINERS NEW PROPOSED IN THIS DESIGN: PROPERTY LINE: PROPERTY LINE SETBACK: MINOR CONTOUR LINE: — — — MAJOR CONTOUR LINE: — — — NEW CONTOUR LINE: 350 CLEARING LIMITS: A A *"%—.OP A -%iiiiio- A SILT FENCE EROSION CONTROL: TRAFFIC FLOW PATTERN: DRAINAGE PATTERN: SPOT ELEVATION TAG: +100 DRAWING # DETAIL REFERENCE; TAG: /NOTE: S-K SEE DRAWING # FOR DETAIL DETAIL # ERENCE TAG: Z:SEE DRAWING # FOR DETAIL SECTION CUT DIRECTION oil WON 1JJ SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) SCALE: 1" = 40' Parking Requirements: Required Proposed Motel (proposed) 37 37 Motel-(existing ) ......... ... . . .. ................ ..48 ... ... ... ............ .......... - 4-8-- ....................... ............. �­. � - Total- P ... a ... r ki 'n'" g-' ­ Spaces ­ ii '85 85 VARIANCES GRANTED BY THE TOWN OF QUEENSBURY ON 11Z20.102 VARIANCE REQUIRED PROPOSED 50 6 PROPOSED MOTELRONT PROPERTY LINE .30 ft 0.35ft± 1, SAT'° (FAR) BUILDING TO 2 FLOOR AREA Site and Zoning Requirements: Zone: HC-INT Highway Commercial Intensive Zone Floor Area Ratio: .30 Required Proposed Building Setbacks** Front ........................... ............... .......... .... 50 ft ­­ .......... ................................................ 6± ft .......... ............ Side (total 50 ft.) -a- ... * . ... .... .. * - -- ----- 20 ft 50 ft C"k . ............................. ............................................... -- ---------------- -- 25 ft ............................................ ...... -- -- -- ------ ------ -- 320± ........... I ........................... ------- - - ft Minimum Lot Size* ............. .......... ......... I ...... ......... ­ .................. 1 Ac re ....... ....... I .............................................. 2.2± ­ ......... Acres Acres li Minimum Lot Width MinimumLot I .............. ­ ........................... .. ­ ............................................... 150 ft 251 ± ...................... ......................... ft MinimumLot De th ................. ----------- ..p ........ ....... 200 ft ...... .. .. .. ... ...... .. .... 1± 49t ...... ... ........... .. . . .. f.. ... .. ...... MaximumBuilding_ Height ....... ... ­ ... ...... ......................................... 40 ft ­1 ........... ............. < 40 ........ .............. ...... ft ........... Minimum Percent Permeable ....... ....... .................... ­­­ ........................................................... 30% ..................SEE.. CALCULATIONS BELOW ................... ........... .......... Floor Area Ratio ... (FAR)* ....... ...... ... ... ............... ............ .30 ...... ...................................... .35 .. .............. Parking Spaces (see below Lot #1, lot #2 and Lot #3 to be joined. lot #1 - .98± acre lot #2 - .83± acre lot #3 - .39± acre .98 acre + .83± acre + .39± acre = 2.20± combined A fifty foot buffer is required between adjoining residential and highway commercial zones. 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. PERCENT PERMEABLE (all phases): (percent permeable = total site - total impermeable total site) IMPERMEABLE: MOTELS -PROPOSED _ (NEW BULIDINQ) 8,176 SQ. FT. .......... ­­ ............... -.EXISTING 8,620 SQ. FT. EXISTING ­1 ... ... ... ........... .......... ........ ....... ... ... ....... ­ ................ .TOTAL ....................................................... 1­6..,79-6 .... SQ FT!— ... PAVED AREAS (INCLUDING DRIVEWAY, WALKWAYS, CONCRETE PADS) .PRoPbSED ... (ADDITI.0-NAL) .......... . ....9,381.... S ' Q -.­ FT -EXISTING .................... ................................... 2.5,174 .... S-Q....FT..­.- TOTAL... 34,555 SQ. Fr. ........... ............ ........................ TOTAL IMPERVIOUS 51,351 SQ. FT. TOTAL AREA • 95,927 SQ. FT. PERMEABLE AREA 95,927 SQ. FT. 51,351 SQ. FT. = 44,576 SQ. FT. 44,576 SO. FT. 95,927 SQ. FT. = 0.46 x 100 = 46% SUBSURFACE INVESTIGATION: WARREN COUNTY SOIL SURVEY CLASSIFY SOILS IN THIS AREA AS "OAKVILLE LOAMY FINE SAND, 8-15 PERCENT SLOPE" WITH RAPID PERCOLATION RATES. SEASONAL HIGH GROUND WATER AND BEDROCK ARE BOTH AT A MINIMUM DEPTH OF 6'. THIS AREA BOARDERS A "HINCKLEY COBBLY SANDY LOAM, 3 - 8 PERCENT SLOPE". THE HINCKLEY SOILS HAVE VERY SIMILAR CHARACTERISTICS TO THE OAKVILLE SOILS. TEST PITS TO BE PERFORMED BEFORE CONSTRUCTION TO CONFIRM SUBSURFACE CONDITIONS. ENGINEER TO WITNESS TEST PITS. TOsA!,`,J OF :BURYPLAi'%K, II1!,3-6F1 !CE 05/15/03 /D\ REVISED PER TOWN COMMENTS TSM 03/17103 Ac SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 RESUBMITTED FOR ZONING BOARD REVIEW TSM 05/29/02 SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED / REVISIONS BY 0 SITE PLAN DRAWING: C1 PROPOSED MOTEL EXPANSION tt AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK 4 JARRETT - MARTIN ENGINEERS, PLLC HO RM i PROFESSIONAL ENGINEERThri P.E. # 57509 12 EAST WASHINGTON STREET SHONE: (518) 792-2907 ®2001 GLENS FALLS, N.Y. FAX (518) 798-1864 PRO# 01-77 SHEET: 1 OF 10 ONLY CMESOF MMIGMA 8UJESEkSWLBEC"0MM FEBRUARY 2003 1 FORSED: 05/114/03 1 :00PM AWVAV Mttl "I Sfte plan Design.dwg pLTMTICNqF" Domw IT7112101 .--w..1HAWRL DRAWING NOTES: II C2-1 SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. 11101 will j SURVEYS ENTITLED: Acrr>"rjc fss7 I ' „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 I I - - "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" 00 I �--- - - DATED AUGUST 8, 2001 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 Ou I LANDS APPROPRIATED BY ou NEW PORK STATE °-�- C2-2) EXISTING TREE LOCATIONS PER JARRETT-MARTIN ENGINEERS, PLLC FIELD MEASUREMENTS. X Ou — — IPF 0U C2-3) ONLY TREES MARKED WITH AN „ X„ ON THESE DRAWINGS SHALL BE REMOVED. ALL ' OTHER TREES TO REMAIN (REPLACE IN KIND IF DISTURBED). EXISTING MOTEL (ECONO LODGE J I ) C2-4) EXISTING TREE LINE TO BE TRIMMED AND REPLANTED PER DRAWING C4 "LANDSCAPING 3Q I o PLAN" CUT OFF WALL PACK GHT FIXTURE I OFFICE CONCRETE WALK (SEE LIGHTING FIXTU S IDULE, B FIX UR TYPE "B" STAIR STAIRS OQ' I ASPHALT PARKING AREA O 700 Ji PARKING AREA LIGHT �' \ (SEE LIGHTING FIXTURE SCHEDULE, 15 \ I ® \ \ FIXTURE TYPE "A": POLE MOUNTED D3 \ L. IN PLACES) Y J I W w o' U o EXISTING MERCURY VAPOR LIGHT; TO REMAIN U O (SEE LIGHTING FIXTURE SCHEDULE, \ FIXTURE TYPE "D") / /PARKING AREA LIGHT / \ (SEE LIGHTING FIXTURE SCHEDULE, ---------------- / \ \ \ \ FI�X_TrUR�E E "A": WALL MOUNTED )- CEI� MIR OUNTED/LIG T FIXTUR� --'���\�/ �_� /.�\ /-\ �-� - �--- (SEE- LIGHTING F1XtURE SCHEDULE, ® IP - \ ` �'jFI�uR��YP�c" � � �~ T \ \ \ \ / EXISTI{6 '-1 / /> 2- DE UOU DECIDUOUS 'S \ TREES H VINE � I ♦ PROPOSED 37 ROOM \ BRUSH LINE WITH 20+ MOTEL B ILDING (TREE D D) ER-L-AT-L1QI�S \ (2- DEC � -DECIDUOUS TREES; 4" DBH OR LARGO^ / \ F. EV = 101.75 » TREES VINE \ -- - GROUP OF (4) 3 -4 DBH (DES D) DECIDUOUS TREES WITH BRUSH CLEARING LIMITS \ \ \ / \I 4"-6" DBH NOTE: �� BRUSH LINE 1 �0 / \ / EXISTING / DECIDUOUS TREES 3\ \ DECIDUOUS TREE i G EVERGREEN TREES; 4" 0 G DBH \ - C U \ \100 \_/ \ _,^ (TREE D) \ EXISTING 14"-18" DB.P \ / 0 ---LINE WITH 20+ / \ XISTING\RUSH LIN DECIDUOUS TREE -_» \ DECIDUOUS�fREE\4" DBH OR LARGER \ / » �-� n ^ --e ISTING 2"-4- DBH \ EXISTING 1\8 -20 DBH �^�_�^� --.►_ �- - ^��_i DECIDUOUS TREE \ \ / „-2 » DBH I \ 1 DECIDLQUS TREE ,/' EXTS?IN�-�''L8 / EX TI�` 20 \ / DECIDUOUS TREE \ DE IDUOUS TREEEXISTIL�IG BRUSH LINE \� \ GROUP OF (3) 4"-8" / NG `6" DBH-DEC�UOUS TREES EXISTING / DECIDUOUS TREE EG 12"-14" XIST, H 1O._-_ DECIDUO TREE \ @�' - - - \ EXISTING 6 DBH \ \ \- \ \ \ �--E�/ERGREEN TREE � -- � �' ��•�x �� „- „DBH - ('�! fa;y 1 b L J3 EXISTING 6 8 (7) EVERGREEN TREES ON I 90 EVERGREEN TREE EAST SIDE OF NEIGHBORS FENCE; 9S TOWN OF OUEEiR ',BURY P .I F 6 -10 DBH _ ICE 05/15/03 //D\ REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM LIGHTING PLAN 09/16/02 © RESUBMITTED FOR ZONING BOARD REVIEW TSM SCALE: SEE GRAPHIC SCALE 05/29/02 AA SUBMITTED FOR ZONING BOARD REVIEW TSM LIGHTING FIXTURE SCHEDULE BY DATE REV # ISSUED REVISIONS DRAWING: Manufacturer & Symbol Fixture Qty Watts Description LOTP Catalog Number ; ®E o LIGHT FIXTURE/ TREE REMOVAL PLAN C2 Type Oc�„A� ✓q,� �b a w ONE 400—WATT CLEAR LITHONIA A g 451 ARM MOUNTED CUTOFF —2g PRESSURE SODIUM, ASHONIA —sR4sc GRAPHIC SCALE ���,� `` PROPOSED MOTEL EXPANSION FIXTURE WITH FLAT LENS HORIZONTAL POSITION. AI=1-AB (SAM) BHATTI PROPERTY ® 80 20 0 10 20 40 AMIATION ROAD eTY ONE 1 oo—WATT CLEAR LITHONIA � QUEENSBURY, NEW YORK B 2 142 WALL PACK W/ SPECULAR TWAC 100S REFLECTOR, CLEAR ED-17 HIGH PRESSUREQ �b©• 67 l POLYCARBONATE LENS SODIUM, HORIZONTAL POSITION. IN FEET) T ,n�a'ti MARTIN ENGINEERS PLLC ONE 150—WATT CLEAR SCALE: �� = 20� _ - JARRETT - SQUARE FORMED R SPAULD ALUMINUM HOUSING, ED-17 HIGH ST-57� 75 PROFESSIONAL ENGINEERING - C 1 PRISMATIC FLAT GLASS PRESSURE SODIUM, 1NG O RETT SHONE: (518) 7922907 LENS VERTICAL POSITION. P.E. 575W 12 EAST WASHINGTON STREET FAX (518) 798-1864 ALUMINUM REFLECTOR, ONE 175-WATT CLEAR ` REGENT COP GHT ®2002 GLENS FALLS, N.Y. •.�EF�ACTO� 5T—Z6 MEf�GU�Y si-LEFT: 2 oF,o o4` 12 PRO# 01-77 NN �,>��A Y 2003 5 175 VAPOR, VERTICAL IN WEB B WO1ME FEBRUAR � SOCKET POSITION (EXIST PLOTTI`� �nsEo:05/14/031:OOPM pNDYAID I Site Mn peslgn.dwg O�hION gL�AT1oN OFTHIS DOWWO iDOPT 177112101 Bhatd Hate ;� OW N P ISMA,�L p �A�Sm�o� DRAWING NOTES: I� x C3-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. I SURVEYS ENTITLED: !' "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 '! I "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" 24 Ou ' ' I + "MAPEOFAIL ARSURVEY2 MADE FOR PETER LIAPES & KATHRYN PEASLEE" _ DATED AUGUST 8, 2001 LANDS APPROPRIATED BY .0 ' .0 ' •ODU 10.0 '0.0 'b.0 '0.0 'b.0 'b.0 '0.0 - - "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001 REVISION 1 NEW YORK STATE 0.-- ou 'b o .0 'b.1 'b.o 'b.o '�.oT0 .0 0- '�.o '�.o '�.o '�.o 'b.o '�.o '�.o o '�.o '�.o '�.o '�.o 0 1 x - - I PF .0 '�. .2 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o o ®� 'b. o 'b.0 .0 � ( � EXISTING MOTEL (ECONO LODGE) 'b.o I"0. UNIFORMITY RATIO: 'b.1 .6 .4 �Q X'b.1 ).3 .1 ,3 OFFICE ).5 ).3 .7 '0.0 0 AVERAGE FOOTCANDLE ON PARKING AREA = 6.7 MINIMUM FOOTCANDLE ON PARKING AREA = 1.7* T d0 >V x ' 0 '2. '�l 4 .8 .6 .6 10.7 .9 ).3 x4. S"f�fRS 0 .5 '� 8 'b.0 .0 UNIFORMITY RATIO = 6.7 / 1.7 = 3.9 q q 2 J 0 'b.1 0 x3.6 t.1 x4.8 '2.9 x3.3 x3. .8 1 'V.b ).1 ).4 x2. 4 9 16.7 .0 8 '2.7 "2. 6 'b.0 .0 * MINIMUM FOOTCANDLE TAKEN OVER ACTUAL NEW PARKING SPACES: ENTRANCE WAY SOUTH b0 _� I OF NEW PARKING SPACES (NEAR EXISTING SIGN) PLUS NORTHEASTERN MOST PARKING SPACE x x Q ADJACENT TO DUMPSTER AND EXISTING PARKING ADJACENT TO EXISTING MOTEL, EXCLUDED. '0.1 .2� 4 .6 x4.3 x3.7 '2.5 x3.0 '2 7 �1.7 ) �S 's2.8 1 x7.7 VA 1�9.2 19.6 x7.4 5.9 4.3 4.6 x3� 7 0 '�. � 8---- _ _ _ ILLUMINATION IN THESE AREAS IS BELOW 1.7: 1 >d 'b. 6 15.7 x-,, x3.7 x3.0 '2.6 .5 '2.9 x3. x . 8 x3.1 '2.8 .9 x7.1 '� 3.1 x13.0 '� 5.0 '� 4.5 16.9 4.9 x4.6 4.4 .7 o 'b. .0 'b.1 'b. ) 0.1 )1. 18.5 4. x3. x3 2 .1 .3 4.9 6.6 ) 0. ) 0. 8 x7.4 x A. 6 x7:3 4.8 x3.5 x3 .8 0 V0 44j 'b. 5. 18. %5 x .0 x .2 .8 18.0 ) 3. ) 4. '2.8 x4 5 16.7 ' -6 �.9 x7.5 x4.5 x3.1 '2. 3 .5 1b.0 'b 0 f b.O 02 D w x x19.t-- 5 FOOTCANDLE X0 'b.� 2 6 ) 4.9 14.7 '58.8 4 9 d x 4.9 .6 19.0 ) 3. ) 5. 4. '2 x 7 4.C�q'bx.3 .5 0.1 8 ' � 4.2 x3.1 2. Ld .5 'b.0 'b 0 .0 2.5 FOOTCANDLE 'b. 'b. 18.0 4. 15 1 .9 .2 .7 "8.4 19.4 ) 4. 's11. e4. I x2 3 x2b6 x3.3 x3.9 4. 4.9 .9 x3.3 '2.8 '2.6 '0.0 2 FOOTCANDLE �P 5 CANDLEFOOT / '0.1 .0 4.3 x3.6 .2 x7.8 18.5 18.8 9.2 "9.2 x7.3 "7. x3.4 \"2.1 .3 '2.8 x3. x3.4 2.8 .7 x3. .0 .0 I'b.0 1 FOOTCANDLE 2.5 CANDLEFOOT/ GP d x 0.5 FOOTCANDLE 2 CANDLEF00 b 1 x3 x30. 8 .2 .6 '� 1.3 '� 5.8 '� 4.2 '� 3.7 x7.0 x3.7 x3.5 '2.6 x3.6 .3 'b.1 '�. 'b.7 x5.4 .7 x3.5 'b to /T 0.25 FOOTCANDLE 1 CANDLEFOOT // 9 '� 1.0 .8 x .4 x7.3 '�l 3.4 2 �11.8 �11.3 'b.5 4.9 '2.8 .8 'b.1 .1 .0 .0 '�0�.0 'i-0 "b� b ' .»'�Tb--xO ' .LL. '�10 ' "0.0_'0.0 "0.0 '0.0 '0.0 0.5 CANQtEF00T // F Q 0.25 �/ANDLEFOOT xp 1 xp 2 .8 .8 8.1 ) 5.8 'S15.4 )1.6 "7.8 .2 'Sl . 4 10.2 .1 'b.0 'b.0 "0.0 'b.0 "0.0 "0.0 "0.0 x0.0 x0.0 10.0 16.0 16.0 x0.0 x0.0 'b.0 xo.0 x0.0 .0 'b.0 I 'b.0 'b. .9 8 'b. 7_ xl�.y '2 .015.6 )1.9 '�. 2 o 1 V -'p. 0 V o V o V o V o V o V o V o V o V o 'b. 0 'b. 0 10. 0 1b. 0 'b. 0 'b. 0 V o V (I >b. 0 'b. 0 PROPOSED 37 ROOM / 'b.0 'b. .0 MOTEL BUILDING .8 x 5 18.5 ) 4.8 ) 8.3 ) 4.1 3.3 >4.3 7 .9 � .2 'b.1 .0 'b.0 10. 0 'b. 0 'b. o V o 'b. 0 V o V o 'b. o 'b.0 "0. 0 V o 'b. 0 "0. 0 'b.0 V o 0 'b. 0 F.F ELEV. = 101.75 Q 'b.o 'b. .0 x3.2 '�.8 19.0 ' 2.0 ) 0.3 'b.9 x7.1 x3.9 .3 14 'b. 'b.3 'b.1 'b.1 .0 "0.0 'b.0 'b.0 "0.o 'b.0 "0.0 "0.0 'b.0 'b.0 "0.0 'b.0 'b.0 'b.0 "0.0 'b.0 .0 Vo 'b p 'b p 3 .9 .6 0.7 ) 1.1 '510. 'b. 'Sl. 1 .6 .3 10.1 10.1 .0 'b.0 1b.0 1b.0 'b.o "0.o 'b.0 "0.0 'b.o 'b.o 'b.0 'b.0 'b.o "0.0 'b.0 1b.0/ "0.0 1b.0 P 'b. 0 'b. 'b. o . o .0 0 1 .8 ) 2.7 ) 3. '� 0. 16 1 '� 'b. 7 'b. 'b. 2 10.1 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o o 'b. o GP 'b. 0 'b. 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o . 3 'b. 'b .8 ) 2. 4. 8 19. �P 'b 'b.4 .2 'b.1 'b.1 'b. o o'b. o 'b. o V o 'b. o 'b. o xo. o 'b. o V o 'b. o 'b. o 'b. o 'b. o 'b. o V o 'b fJ 'b. o 'b. o �r CA CP 'b.0 'b. d 'b. o 'b.0 'b.0 "0.0 'b.0 'b.0 'b.o to to 'b.0 1b.0 'b. o 'b.0 'b.0 1b.1 'b.1 'b.1 CcD. 6 .2(- 0.2 10.1 1b.1 'b.1 'b. o 'b.0 'b.0 'b.0 'b.0 x0. 0 'b. 0 "0. o 'b.0 'b. 0 'b. o 'b. 0 'b.0 'b.0 'b.0 'b. 0 //O. o 'b. 0 'b.o 'b. 'b.0 'b.0 'b.0 'b.0 'b.0 'b.o 'b.0 'b.0 'b.0 'b.0 'b. o 'b.0 'b.0 'b.0 'b. 0 'b.1 'b.1 'b.1 'b.1 'b.1 'b.1 'b.1 'b.1 'b.1 1b.1 'b.1 'b. o 'b. 0 'b.0 V o 'b.0 'b.0 V o 'b. o 'b. o 'b.0 'b.0 'b. 0 'b.0 'b.0 'b.o 'b.0 'b. o .6 'b. o 'b.o 'b. 'b.o to 'b.o 'b.o 'b.o 'b.0 'b.o 'b.0 'b.o to 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.1 'b.o 'b.o 'b.o 'b.1 'b:o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o ' . 'b.o 'b.o 'b.o to 'b.o/ 'b.o 'b.o 0'b.0 'b. 'b.0 '0 o '.00 '0..o .a''�-�--�-e� .o- ' . ..o_'b.1Z-.�.'b o �.o.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'n.o o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o 'b. 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o o 'b.o 'b.o 'b.o 'b.o 'b.o 'b.o xacl 0 0 'b o Tr t - 9.9- _ 7.7 --- I ( - - 7 L i 'b. o 'b. o 'b. o 'b. o 'b. o . o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o Pvi is l' 1 TOWN OF QIL EE; SDURY PLANNINIG OF ICE 05/15/03 / REVISED PER TOWN COMMENTS TSM LIGHTING PLAN 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 A RESUBMITTED FOR ZONING BOARD REVIEW LIGHTING LEGEND Symbol Fixture Qty Proposed vs New Type A 8 PROPOSED B 2 PROPOSED PROPOSED _I C 1 EXISTING D 5 SCALE: SEE GRAPHIC SCALE T M 05/29/02 DA SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED / REVISIONS BY QE �iNr y -r DRAWING: ®ILLUMINATION PATTERN PLAN GRAPHIC SCALE PROPOSED MOTEL EXPANSION 20 b 10 20 40 80 AFTAB (SAM) BHATTI PROPERTY r e�{sxAVIATION ROAD QUEENSBURY, NEW YORK 0.5 JARRETr - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 'rHQ RENT PHONE: (518) 792-2907 P.E. 57509 12 EAST WASHINGTON STREET FAX: (518) 798-1864 i IGHT ®2002 GLENS FALLS, N.Y. SHEEP: 3 OF 10 p�YCOPES OFMDVyM e FEBRUARY 2003 PRO# 01-77 � BLUE SE0,L SHALL ANDPLO- D / REVISED- 05/14/031:00PM Nth oFnil$ D O.Wa � 177112101 Bhatti Hotel Site Plan De,Sign.dWg av � uCQiSED EN WW6 DRAWING NOTES: ACNETiC 1997 C2-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND Cv ' ISURVEYORS LLC. _ SURVEYS ENTITLED: -` �C — — �— — — ---_ "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 LANDS APPROPRIATED BY oU 0 NEW YORK STATE ' ' _ Ou — — "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 ' 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 � 2-SM I � EXISTING MOT REMOVE EXISTING PAVING EL (ECONO LODGE) MEASUREMENTS. FILL, SEED, MULCH �Q I C3-3) SEE DRAWING D2 FOR PLANTING DETAILS OFFICE 'o . CONCRETE WALK STAIR STAIRS PLANTING NOTES: ' INSTAL CURB AROUND 1) THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" TOPSOIL IN \ PLAN ® SEASONAL PLANT BEDS AND FINE GRADE. ING ISLAND INSTALL CURB AROUND ASPH ALT PARKING 1- — — 2) AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX, OR 700 SEASONAL PLANTING ISLAND ® \ (n — AREA ------_ — ----_ _ APPROVED MIX, AT A RATE OF 5LBS PER 1000 SF., STARTER FERTILIZER (5-10-5) AT 40 LBS. PER 1000 SF AND MULCHED WITH STRAW OR HYDROSEEDED. \1-SP s 3) AREAS INDICATED AS NATURAL AREAS SHALL BE SEEDED WITH 5 LB PERENNIAL RYEGRASS, s S \ 8 ST \ 0.5 LB WHITE CLOVER AND 0.5 LB BIRDSFOOT TREFOIL, AT A RATE PER 1000 SF. APPLY s S STARTER FERTILIZER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHED WITH STRAW OR -SH x s I EROSION CONTROL BLANKET AS INDICATED. J S x I 4) PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL V \ 16-ST x i BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED MANURE, 1 PART PEAT MOSS AND SH -i / 5-10-5 FERTILIZER AT 1 LB PER 20 SF. \ I , z \ o 5) MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD O CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. 6) MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES / \ G � OR OTHER UNACCEPTABLE MATERIAL. \ �\ \15-BS / - \ 1 0.75 �0 1R' \ IP \ _ \ y \1--SD-- 2-CH PROPOSED 37 ROOM \ BUFFER AREA - EX STING�REES _ / TO REMAIN, BRUSH TO BE MOTEL BUILDING / \ 4-DL • = \ __REMOVED AND STUMPS CUT FLUSH; F.F ELEV. 101.75 E \ • \ i AREA-TOSEEDED \ \ \ 1-SD 1-SH 99 • �� \ �- / 2-PB / 2- WE / �-CH 4 HV EXISTING TREES TO REMtAi�i� \ \ \ 98 DL / 7. 9 .25 - - 00 \ AWN LA \. 4-HV 97 j -CH \ � 99 _ g$L _ _ � LAWN 0 3-PO 0 o / \ \ p0 — \ � I \ TM� \ 97 09 - 95.25 \ �- 94BUFFER AREA - EXISTING TREE M IA N \ \ / TO REBRIZSH TO B,.,6 E�� / \ �_ REMOVED AND STUMP: —l.FLUSH; -_ AREA TO BE D \ / / / \ BUFFER E7�- 0'-0"; \ BUFFER'AREA - 50'-0"; �� �� FER AREA - 50'-0"; \ \ 100<SECTION - 7 EVERGREENS SHAD ES-- 100' SECTION - 2 EVERGREENS, 3 'SIA T100' SECTION - 7 EVERGREENS, 3 SHADE TREES, �— / \20 LARGES_IfB iRS-EXISTING TREES AND HEDGE I 28 LARGE SHRUBS - EXISTING TREES AND HEDGE 18 LARGE SHRUBS - EXISTING TREES AND HEDGE ROW TO BE9QAVED ROW TO BE SAVED I F OW TO BE SAVED ® w I I ( ( 19s PLANT LIST LANDSCAPING PLAN SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS 1 SCALE: SEE GRAPHIC SCALE TREES CP PYRUS CALLERYANA REDSPIRE REDSPIRE CALLERY PEAR 4 3 - 3.5 in CAL B & B 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 SID PICEA ABIES NORWAY SPRUCE 21 10' HT min. B & B SM ACER SACCHARUM SUGAR MAPLE 3 3 - 3.5 in CAL B & B 05/15/03 lb\ REVISED PER TOWN COMMENTS 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW 09/16/02 ® RESUBMITTED FOR ZONING BOARD REVIEW GRAPHIC SCALE 05/29/02 SUBMITTED FOR ZONING BOARD REVIEW SHRUBS 20 0 10 20 40 80 SB AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 10 4 - 5' HT I B & B HV VIBURNUM TRILOBUM "HAHS" "HAHS" VIBURNUM 23 2' - 3' HT I B & B CH TSUGA CANADENSIS CANADIAN HEMLOCK 5 3 - 4' HT B & B SH ILEX GLABRA "SHAMROCK" COMPACT "SHAMROCK" INKBERRY 7 I 24 - 30 in B & B DL SYRINGA MEYERI DWARF KOREAN LILAC 28 30 - 36 in B & B WE EUONYMUS ALATUS COMPACTA DWARF WINGED EUONYMUS 4 30 - 36" B & B PB BERBERIS THUN; CRIMSON PIGMY CRIMSON PIGMY JAP. BARBERRY 2 3 gal -CONTAINER GROWN ,A "LITTLE PRINCESS" "LITTLE PRINCESS" SPIREA 11 3 gal T— NIGRA ONTAINER GROWN SP511�NONICtALIS DARK AMERICAN ARBORVITAE 26 4 - 5' HT ^TELLA B OCCIDENIi D' ORO STELLA ' D ORO DAYLILY 24 1 GAL AR TNUJA PERENNIALS BLACK EYE SON 15 1 GAL ST HEMEROCALLIS .STRUM DATE REV # ISSUED / REVISIONS IN FEET ,��F ��i, Y� LANDSCAPING PLAN SCALE: 1' = 20' ,t PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY 4- � AVIATION ROAD r �� f o 0�', �f QUEENSBURY, NEW YORK C �_ flit;,' I b �, TO4W >EURY PLANINIING A-FICE TSM TSM TSM TSM BY )RAWIN : C4 JARRETT - MARTIN ENGINEERS, PLLC H. 0 RETT PROFESSIONAL ENGINEERING _ Ian Prepared by: PHONE: f 18) 792 2907 P.E # 57509 12 EAST WASHINGTON STREET 18) 798-1864 Landscape P 'ASSOCIATES LANDSCAPE ARCHITECTS ►GHTC2002 GLENS FALLS, N.Y.FAX: -_: F7 sour New York 12804 � SMLLLBCOMES BEE ME FEBRUARY 2003 PRO# 01-77 SHE 3 MILLS Road Queen Y� AWVA� d R PLOTTED / REVISEb 5/14/031:OOPM AL7EPATION OF THIS DOMAE �rTDCCM 1 T7112101 Bhattl Hotel Site Plan Design.dwg 16Q T4avilan 6YALICENS0ENc3IAEERSUNLAWFUL DRAWING NOTES: X � ' C3-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND ISURVEYORS LLC. SURVEYS ENTITLED: MAGNETIC �ss7 f f "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 f� I "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE DATED APRIL 24, 2000 f I "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 ou "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 LANDS APPROPRIATED BY Ou NEW YORK STATE OU I 1 I P F f ou EC EXISTING MOTEL r f f ( ONO LODGE) Q EXISTING CATCH BASIN ' OFFICE CONCRETE WALK STAIR STAIRS f O f RIM 99.91 Q-� f BOTTOM 92.91 !/ 8'0 DRYWELL (TYP.) \ f ASSUME 8' DEPTH WHEN IIaTALLED ACTUAL MEASUREMENTS SHOWN ASPHALT PARKING AREA \ p 1100 �y-l� D \ I RIM 100.07 R 101.33 RIM 102.08 f OTTO 94. 7 B0 M 33.33 BO OM 95.26 RIM 102.73 ' BOTTOM 94.73 D D � f f 6" PERFORATED PI , EXTEND 15' (MIN.) INTO STONE FILLED VE TRENCH; 102 / ENTRANCEWAY GRADING 5 \ \ D1 >( -- \ �" PER �T .75 C ® STORMWATER DRYWELL PROPOSED 37 ROOM 6 NON —PERFORATED HDPE PIPE; S �� (TAP- 2 —R6AC E\ MOTEL BUILDING OUTLET INTO 'TRICKLE TRENCH \ \ F.F ELEV. = 101.75 / I PE WELL NEW GRADE 98 AROUND EXISTING TREE \ .5 _ \ I 97. / \ \ 97.5 97.25 99.5 99 / 99.5 99. \ 97 9 99 98 / \ 1 96 / 96 so I I I I GRADING / STORMWATER PLAN SCALE: SEE GRAPHIC SCALE NYSDEC PHASE II STORMWATER WATER QUALITY VOLUME: WATER QUALITY VOLUME EQUATION WQv = PRvA/12 WQv WATER QUALITY VOLUME P 90% RAIN FALL EVENT NUMBER (.98 IN) Rv 0.05 + 0.009 (1); Rv MIN. =0.2 (.53) A SITE AREA IN ACRES (4.22 ACRES) : PERCENT IMPERVIOUS COVER (63.1%) WQv = (.98)(.53)(2.2 / 12) = 0.095 ACRE —FT. = 4,166 CU. FT. 4,166 CU. FT. OF RETENTION/ INFILTRATION REQUIRED PROVIDE 4,892 (MIN.) CU. FT. AS SHOWN ON DRAWING C5/D1 I I .. 0 i IPF \ \ (o " PERFORATED "TRICKLE \ �J PIP• Z-IRRIGATION TRENCH; \ \ 9 TRENCH -TC--BE-WARPED AROUND \ �- D2 EXISTING & NEW TRESS- (0�0O \ OF TRENCH MIN.) \ \ �10 --C97 / \ — - 95.25 96 Nzj .� 9S TO'�,v! CF: QUE-E -BURY PLt+, NI^jC n5 =ICE 05/15/03 REVISED PER TOWM COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BAORD REVIEW TSM 09/16/02 ® THIS DRAWING NOT SUBMITTED TSM 05/29/02 SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED / REVISIONS BY W._ RAWI °4�E�` GRADING STORMWATER PLAN G � C5 GRAPHIC SCALE .'f.,� PROPOSED MOTEL EXPANSION 20 0 10 20 40 So �6 AFTAB (SAM) BHATTI PROPERTY r AVIATION ROAD QUEENSBURY, NEW YORK .57 ( IN FEET) [�4wy.• SCALE: I" = 20' JARRETT - MARTIN ENGINEERS, r- . THO JARRM PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHO' E: (518) 792-2907 P.E. 575W fAX (518) 798-1864 iGHT 02002 GLENS FALLS, N.Y. �OF'1}:S�iAYr4rGW�11IA 003 PRO# 01-77 �HEET: 5 OF 10 F ��,�,� EBRUARY 2 sjJE sEN L CO PLOTTED I REASED:05/14/031:OOPM AWVAM Ai►a OF VIS ooa�� WFUL T 177112101 Bhatti Hotel Site PIar1 Deslg".dw9 HYA LK�ISED ENOINEEA POST SIGN ::,,. PARKING STOP ALO SPACES FACING 4" WIDE DIAGONAL EAST STRIPING; 2' O.C. & 30' TO CURB (TYP. ) INTERNATIONAL SYMBOL OF ACCESSIBILITY 6'-0 4„ 20'-0" (TYP.) ekA ekt, - BLUE BACKGROUND W/ WHITE SYMBOL Li 89-0„ 8,_0„ _ STANDARD PARKING SPACE TYPICAL PARKING SPACE DETAIL Al 8'-0„ scALE: N.T.s. NOTE: ALL MARKING PAINT TO BE WHITE RESE�YED 12"x18" M.U.T.C.D. FAMM STEEL CHANNEL t COLOR — BLACK POST SIGN DETAIL SCALE: N.T.S. NOTE: EMBED POSTS 3' INTO A 12"Ox4' DEEP FOOTING ASPHALT DRIVEWAY 1Y2" COMPACTED TOP NYSDOT ITEM 403.16 TYPE 6 2" COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 SUBBASE COURSE; NYSDOT ITEM 304.05 lIZTYPE 4 COMPACTED TO —95% STANDARD PROCTOR 1'-0" OoO�o��o0�o0°O��OO���OD �0°0 0 / EXISTING SUBGRADE n TYPICAL DRIVEWAY/ PARKING DETAIL SCALE: N.T.S. SIDEWALK DETAIL SUBBASE COURSE; NYSDOT ITEM 304.05 TYPE 4 COMPACTED TO 95% STANDARD PROCTOR ® TYPICAL CURB DETAIL W/ SIDEWALK SCALE: N.T.S. TOOLED SCORE JOINT EXPANSION JOINT 3" PLAN Y4" RADIUS (MIN.) EXPANSION JOINT; TOOLED SCORE JOINT 3/" SAW CUT, BITUMINOUS Y4" R. Y2" DEEP FEXPANSION JOINT FILLER W/ SEALANT, TOOL BOTH EDGES 6"x6"xW1.4xW1.4 REINFORCING MESH ® MID DEPTH 4,000 psi CONCRETE 5"11 SUBBASE COURSE; 1— NYSDOT ITEM 304.05 TYPE 4 COMPACT TO 95% STANDARD 0 00 00 0 00 �0 00 p0p,��00, 0 0o PROCTOR 1-0 \�\ (MIN.) EXISTING SUBGRADE SECTION ©TYPICAL SIDEWALK DETAIL SCALE: N.T.S. 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. D1-2) INSERT GEOTEXTILE UNDER GRATE DURING CONSTRUCTION (CONTINUE UNTIL PAVEMENT/VEGETATION IS ESTABLISHED) MONITOR GEOTEXTILE & CLEAN/REPLACE AS REQUIRED. SPECIFICATIONS: PIPING: 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 / EXFILTRAT ION 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: M-1) ALL COMPONENTS OF THE EXISTING LEACHING SYSTEM CONNECTED TO BUILDING TO BE REMOVED SHALL BE REMOVED. Rn E I . 5 TOWN 01F QUA :I;,SvURY PLANNING FFILE 05/15/03 /D\ ISSUED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 ® THIS DRAWING NOT SUBMITTED TSM 05/29/02 AA THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY GENERAL CIVIL DETAILS DRAWING: .�� D1 � ' PROPOSED MOTEL EXPANSION - ' } , AF rAB (SAM) BHATTI PROPERTY Na . 57 j' AVIATION ROAD QUEENSBURY, ^'Q`EW NEW YORK I JARRETT - MARTIN ENGINEERS PLLC ' PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: f FAX: 18) 792-2907 18 798-1864 , TH0 ARRETT P.E. # 57509 IGHT 0 2001 GLENS FALLS, N.Y. ONLY COPIESOF'1}iS qM PRO # 01-77SHEET: 6 OF 10 S1IEMS 1 MDV�+�FEBRUARY 2003��nar of THIS DOOIJ E177112101 Bhatti Hotel S'►te Plan Design.dwg PLOTTED / REVISED:05/14/031:00PM .-....,.�.,ecn turvt�A s I�iAWFUL GRADE (FINISHED / EXISTING) BEND AS REQ'D 1 /8"/FT (MIN.) SADDLE OR WYE CAP OR PLUG (SHOWN OVERSIZED;. FOR C_2s-' x x w� MIN • „��x ADAPTER FITTING\ ```` �,,�:,& k AS REQ'D (TYP.) \\/ NASAP ER FITTING/ REQ'D SANITARY SEWER MAIN//\\//\\//\\//\\//\\//%/��%/����" BEDDING PER TRENCH DETAIL SANITARY SERWER TIE IN DETAIL [:Z:l SCALE: N.T.S. EXISTING GRADE® 4" HEAVY DUTY CAST IRON FRAME & GRATE SLOPE GRADE L(�RISER(S) AS NEEDED) FINISHED GRADE TOWARD GRATE SLABNOTE: D1-1 (TYP.)~30" NOTE: D3-2 D1 D1 GEOTEXTILE FABRIC GEOTEXTILE FABRIC 4'-0" 61p FOR SEPARATION STANDARD 2'f (TYP.) SECTION PERFORATED OVERFLOW PIPE AS SPECIFIED 4'0» CLEAN (WASHED) UNIFORM SIZE STANDARD COBBLES (PREFERRED), CRUSHED STONE OR GRAVEL SECTION FORT MILLER DRYWELL OR EQUIVALENT 12'-0" (MIN.) n TYPICAL STORMWATER DRYWELL DETAIL SCALE: N.T.S. z GEOTEXTILE FABRIC/\//\//\ / / //\//�1 0 m °D FOR SEPARATION\ \/\\ \\/\\/\\/(MIN.)\\\� \\\ \\\ \\\ \\ � /\/ / / / � SIDEWALK. D1 31-09v z \/�°r\///\\//�\/ //\//\//\ 0� SLOPE oc— \ is—�4 cho \\/\\/\ 12„ (MIN.) /3/4" TO 2Y2» CRUSHED PEA STONE \/\/\ STO N E %////% GEOTEXTILE FABRIC 600 PERFORATED HDPE PIPE SAVE TRENCH DETAIL 10 SCALE: N.T.S. kTRICKLE PIPE / TRENCH DETAIL SCALE: N.T.S. 1' MAX FROM CURB PROPERTY LINE ROADWAY FINISHED GRADE A I \x MUELLER CURB BOX OR APPROVED EQUAL 5' MIN. 6' MIN. CURB STOP MUELLER ORISEAL OR APPROVED EQUAL TEMP. CAP OR PLUG AS NECESSARY 1 . 3/4" SIZE MIN. TYPE K WATER MAIN COPPER PIPE TO HOUSE � ' 3/4" COPPER TUBING (TYP. K) SOLID CONCRETE BEARING (OR SIZED AS REQ'D) BLOCK OR C.I. FOOT NOTE: WATER SERVICE FITTINGS TO TOWN OF QUEENSBURY REQUIREMENTS. II +■ --�..� v%rTATI c� z 0 J w , » �- 3 —0 CONCRETE SIDEWALK w PARKING AREA z , _6„ 0°06» :00 0�0°0 1— CLEAN CRUSHED STONE 6"0 PVC PIPE TRENCH DRAIN PIPE DETAIL 7ci_!EiA"vE SCALE: N.T.S. I i it i DRAWING NOTES: D3-1) 6" (MIN.) THICK TOP SLAB IN NON —TRAFFIC AREAS, COVER 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. SPECIFICATIONS: 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: M-1) ALL COMPONENTS OF THE EXISTING LEACHING SYSTEM CONNECTED TO BUILDING TO BE REMOVED SHALL BE REMOVED. 77r� TOWN OF QUE ". " BURY PLANNING^ OF ICE 05/15/03 /D\ REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 © THIS DRAWING NOT SUBMITTED TSM 05/29/02 AA THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY DRAWING: NEV r GENERAL CIVIL DETAILS D2 PROPOSED MOTEL EXPANSION AFTAB "SAM" BHATTI PROPERTY AVIATION ROAD �0 ��� ,-�� QUEENSBURY, NEW YORK JARRET'r - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING . THO JARRETT �s) 792-2907 12 FAST WASHINGTON STREET PHONE: (�,e) 792-2907 P. # 57509 FAX: (5 , IGHT 0 2003 GLENS FALLS, N.Y. ONLYC0M0FTHSMWNG � FEBRUARY 2003 PRO# 01-77 SHEEP: 7OF10 eusM PLoTrED / REVISED: ffi/, 4/031:00pm ALTMnW of THIS DOCx1NEN170CEPT 177112101 Bh& Hotel Site Plan Design.dn BYA UCENSIM ENGINMR s UNAWRL 3 SHREDDED BARK MULCH 3 HIGH SAUCER AMENDED PLANTING SOIL; MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) SHRUB PLANTING DETAIL NOT TO SCALE SPACING VARIES 2" FINE SHREDDED BARK MULCH SEE PLANTING PLAN 3" SOIL SAUCER I— �� I-1II II—,III-1I1-1I1=1I1-1I1-1 —III- III=_ —I I AMENDED PLANTING SOIL; III= MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: I-1 1 6A 11=1 I I —I I I— I l I —III —III —III —I I —I l I—III_-1 11=1 I 20 PARTS TOPSOIL -1 11=III-111-1 i I-1 I I=1 III=III=III=III=III=III=1 I I -III= 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) PERENNIAL BED PREPARATION DETAIL 12 SCALE: N.T.S. NOTE: THIS DETAIL SHALL APPLY TO ALL GROUND COVER, PERENNIAL and ANNUAL BEDS. =R HOSE FRICTION GUARD MIRE ]. CEDAR STAKES _ON G iREDDED BARK MULCH GH SAUCER ,MENDED PLANTING SOIL; 11XTURE IN THE FOLLOWING ATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) IL 111111 DECIDOUS TREE PLANTING DETAIL 4 SCALE; N.T.S. 1 nrmnrn HOSE FRICTION GUARD E I L I I III I 1.2 EVERGREEN PLANTING DETAIL SCALE: N.T.S. 3" dia. CEDAR STAKES 8 ft LONG 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL LITHONIA "ARIES" MODEL AS2-40OS—SR4SC OR EQUIVALENT ROUND ALUMINUM POLE COLOR BLACK; POLE DIA. BY STRUCTURAL ENGINEER 0 N HANDHOLE BOLT BASE COVER ANCHOR BOLTS W/ LEVELING d NUTS AS SUPPLIED BY MANUFACTURER 2' e ELECTRICAL CONDUIT (GALV STEEL) 90' BEND, 24" RADIUS CONCRETE FOUNDATION; DESIGN BY STRUCTURAL ENGINEER 777 TYPICAL POLE MOUNTED LIGHT FIXTURE DETAIL SCALE: N.T.S. 1 i I Landscape Details Prepared by:� MILLER ASSOCIATES LANDSCAPE ARCHITE ,! �!TS 169 Hav land Road Queensbury, New YorkTOW12`8 I -EN 'DURY PLAI,,hN1.1G Or=i CE i 05/15/03 REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 ® THIS DRAWING NOT SUBMITTED TSM I 05/29/02 0 THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY p<NE!` 0 DRAWING: � LIGHTING / LADSCAPING DETAILS D3 {.r.,A PROPOSED MOTEL EXPANSION s ' r AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK _l JARRETT - MARTIN ENGINEERS, PLLC 0 JARRET PROFESSIONAL ENGINEERING P.E. 57509 12 EAST WASHINGTON STREET PHONE. (518) 792-2907 COPYRIGHT 0 2MI GLENS FALLS, N.Y. FAX: (518) 798-1864 o►�YcosoFnW° FEBRUARY 2003 PRO # 01-77 SHEET: 8 OF 10 8LmSmLSRuBECmmmTu ANDVAD PLATTED / REVISED: 05/14/03 1:00PM POERU N OF THIS DoMteiTUNJOMEff M 1 Tj112101 Bhatti Hotel Site Plan DPSign.dwg BYA L!MM ENpREERIS EXISTING GRADE NEW GRADE- PARKING LOT & LANDSCAPED BUFFER SECTION (LOOKING NORTH jkMI Scale: 3/16" = V-0" B❑ S0°TN BUILDING ELEVATION I LANDSCAPED BUFFER (LOOKING NORTH Z A I� ^Z� o A 10' HT MIN. —LANDSCAPED BUFFER — 50'-0" SHIELD PARKING AREA HEADLIGHTS PPb dft LANDSCAPED BUFFER — 50'-0" iEa� !y1 it \ TO'v^>'N G GUE'r i ISPURY 'FICE 1 PI_AN'N1 G 0 05/15/03 REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM z 09/16/02 ® THIS DRAWING NOT SUBMITTED TSM J 05/29/02 AA THIS DRAWING NOT SUBMITTED (THIS DRAWING NOT SUBMITTED) TSM Li a0 DATE REV # ISSUED / REVISIONS BY Of Jyap; . DRAWING: SITE ELEVATIONS D4 f'sEXISTING TREES PROPOSED MOTEL EXPANSION AND HEDGE ROW TO BE SAVED AFTAB (SAM) BHATTI PROPERTY !� AVIATION ROAD �0. 5' � / QUEENSBURY, NEW YORK JARRETr - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING . THO JARRETT 57509 12 EAST WASHINGTON STREET PHONE: r 18) 792-2907 RE IGHT 0 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 CNLYC0M0Fi11I MWINGWRHA BLUE SEk&WL BE C"DMTRUE FEBRUARY 2003 PRO# 01-77 SHEET: 9 OF 10 ANDVAID OF THIS DOIANIMT ALTERAMN � PLOTTED RE ASE�:�14/031:00PM FILE: F/ 177112101 Bhatd Hotel Site Plan DesiguNm / EYA LICENSED ENGINEER IS L MAWFUI GEOTEXTILE FABRIC (SEE BEDDING DETAIL) SWEET FLOW DRAINAGE SHALLOW CONCENTRATED FLOW 1 1 1 1 .� 18 MIN. BUTT BALES TOGETHER, I.E.: NO GAP LAYOUT FOR SHEET FLOW DRAINAGE LAYOUT FOR SHALLOW CONCENTRATED FLOW GEOTEXTILE FABRIC WRAPPED AROUND HAY BALES, AS SHOWN ABOVE 4„ MIN. 2" x 2" HARDWOOD STAKES OR RE —BARS DRIVEN FLUSH WITH BALE; 2 STAKES h PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED o FLMIN.' (TYP. 1 OVERLAP FABRIC STAKE BEDDING DETAIL NOTES: THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL. SEDIMENT BARRIER — HAY BALE DIIEE SCALE: N.T.S. GEOTEXTILE FABRIC: FILTER X, MIRAFI 100x, STABLINKA T140N, OR EQUIVALENT; OVERLAP & TIE JOINTS 6" MINIMUM STEEL OR 2" x 2" HARDWOOD POSTS 24" MAX. (TYP.) TYPICAL TIE POINTS —5' MAXIMUM SECURELY FASTEN WIRE FENCE TO POSTS & FABRIC TO FENCE WOVEN WIRE FENCE (14.5 GAUGE MIN.; 6" MESH SPACING) F FLOW 16" 20" MIN. �s MIN. EMBED GEOTEXTILE FABRIC MIN. 8" INTO UNDISTURBED GROUND 16" MIN. NOTE: THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI —PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. SEDIMENT BARRIER SILT FENCE SCALE: N.T.S. 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 INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. I EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES I AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY OWNER. i i I I� I I i I I I 'o", E... Iv I !A Y 1 5 "t iiu,3 TOWN OI:. OU'ED 3BURY PLF'lliNiiNIG O -ICE 05/15/03 /D\ 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 AA THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY 5�QfE DRAWING: EROSION CONTROL DETAILS EC1 PROPOSED MOTEL EXPANSION r AFTAB (SAM) BHATTI PROPERTY UEENVI BTI RY ROAD ''a v �• r Q S U EW YORK JARFEN - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 0 JARRER PHONE: (518) 792-2907 P. # 57509 12 EAST WASHINGTON STREET FAX (518) 798-1864 IGHT ® 2001 GLENS FALLS, N Y. a,,LYCoMoFMow+wlrlo � FEBRUARY 2003 PRO # 01-77 SHEET:10 OF 10 BLUESEAL PL F m / REMSED:05/14/031:00Pnn ANDVAM ��v►noN of nits ooa�� 1 TT112101 Bhatti Hotel Site Plan pesign.dwg BY A LICQISED ENQID� IS 11b.AWFUL