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First PlansMAGNEY'i'; ,". t r }� yam, f A2slsny;pn r 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 4 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. G--4) EXISTING WATER MAIN LOCATION TO BE VERIFIED DURING TIME OF CONSTRUCTION. MOTEL r HC- NT - HIGHWAY COMMERCIAL INTENSIVE --- SFR-10 r SINGLE FAMILY RESIDENTIAL 1 r j LANDS N/F OF 1 tr I � GARDEN WORLD ASSOCIATES, LLC JILANDS N/F OF HARRY & IRENE t i 1f TROELSTRA t REMOVE EXISTING CAR 0 Ti °"---_—__ ____-- _ & COLUMNS WHE PO 1 "� Y, , ,L MOTEL CONSTRUCTION COMP E 1 o, :T1 q r rti ECONO LODGE MOTEL OQ r� ILANDS N/F OF Lots #1, #2 & #3 I BAZIL BURNS To Be Joined 10 P R IN SAE _ 7 P RK N S A ES G O r E ISTI ` SI ) —_ I I c.ta co - I LANDS N/F OF D a JAM ES & RUTH BRITT . EXISTING SANITARY SEWER PLANTER TO B M0V(ED--- / \ D` I N of � �- / � GREENWAY DRIVE (TAKEN FROM TOW / QUEENSBURY RECORD DRAWINGS) — _ -_ - REMOVE EXISTING DRIVEWAY; MULCH h I D TRANSFORMER. FILL, SEED & TO"BE RELOCATES Z ~- NOTE: 13-2 i — nr` 1 ,� gyp=— CONCRETE I UMP-STE.R -- — 1 SEWER LATERAL !,�(MI .) _ C1 / / r "' —` NG S -1 BUFFER ~ 'PAD, T9 BE RELOCAT�D� KA I I. 00-- I PROPOSED MOTEL LOCATION 1 \ LOT #2 10 x1b' .ENCL SE '' - ' / / � LOT 3 -- /EXISTIt11G DOUSE �O \I \ RELOC E`B -1=0GAT-QN. DUMPSTER'PA � I \ # \ i _- ✓ / / B� R \ I \ ` / TRANSFORMER \ 1 \ % gyp---Ln \SET ACK _ 90 85 I I • r + GLEN ACRES FIRIT SUBDIVISION I r I ZONING BORDE LINE, � r I SHOWN OFFSET OF PROPERTY LIME FOR ILARITY I r r FIRST SUBDIVISION GLEN ACRES I I I I , I LEGEND: ' fail SITE PLAN 1 (0 REMAIN) ~ 70 �- 12 2 - -1 .t- -- 4=== , \ \ \ LOT #1� 23' (MIN.) \ � � t 25' A • IUS a ) i )JI a EXISTING / BY OTHERS: (existing features denoted by lower case lettering) NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: PROPERTY LINE SETBACK: — — MINOR CONTOUR LINE: — MAJOR CONTOUR LINE: NEW CONTOUR LINE: —$ ISO -ILLUMINANCE CONTOUR LINE: CA - —� 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 2 DETAIL REFERENCE TAG: D1 SEE DRAWING #FOR DETAIL �,i-- SECTION CUT DIRECTION C SECTION LETTER 'V REFERENCE TAG: SEE DRAWING # FOR SECTION 13 P R IN E ®® / 13 P R IN E _T GRAPHIC SCALE 40 0 20 40 80 160 IN FEET ) SCALE: I" = 40' Parking Requirements: Required Proposed Motel (proposed) 36 37 . -• ............. Motel (existing) 48 48 .Tot ol Parking Spaces 84 85 VARIANCES GRANTED BY THE TOWN OF QUEENSBURY ON 11/20/02 VARIANCE REQUIRED PROPOSED MOTEL: 1. BUILDING TO FRONT PROPERTY LINE 50 ft 2, FLOOR AREA RATIO_ (FAR)* .30 PROPOSED 6 Q+ 0.35 to and Zoning Requirements: ie: HC—INT Highway Commercial Intensive Zone or Area Ratio: .30 Required Proposed Iding . Setbacks** F.ro.nt................... 50....ft.... :............... .....6±..ft .... ...... ............... Side (total 50 ft.)* 20 ft 50 ft Back 25 ':fit... 320± ft. iimum Lot Size* _ ............... 1 . Acre...... 2.2±.. Acres._ iimum Lot Width _................ 150. ft... ..... 251 ± ft.:..... iimum Lot Depth . .... 200. ft.. 419+_ .ft........ ximum Building Height 40 ft < 40 ft timt;m Percent Permeable 30% SEE ..CALCULATIONS ..BELOW... or Area Ratio (FAR)* .30 .35 rking Spaces (see drawing C2) �.ot # 1, lot #2 and Lot #3 to be joined. lot # 1 — .98± acre lot, 72 — .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. k Lot #3 recently rezoned to SFR-10 Single Family Residential, lot is being proposed for buffer only t-,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 .BUILDING) 8,176 SQ. FT. -,EXISTING.. - 8,620 S0. FT.. TOTAL.... ..... 16,796 SO. FT. ir1'VED AREAS (INCLUDING DRIVEWAY, WALKWAYS, CONCRETE PADS) iROPOSED.. (ADDITIONAL).. 9,381 SO..FT... . EXISTING 25, . 74 SQ. FT. TOTAL 34,555 SO. FT. T'-TAL IMPERVIOUS 51,351 SO. FT. r TOTAL AREA 95,927 SO. FT. PERMEABLE AREA 95,927 SO. FT. — 51,351 SO. FT. = 44,576 SO. FT. 44,576 SO. FT. / 95,927 SO. 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. 03/17/03 A SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/1 E(02 f © RESUBMITTED FOR ZONING BOARD REVIEW TSM 05/29102 AA SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED / REVISIONS BY DRAWING: C1 / - f.. SITE PLAN { PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK M11 JARRETT - MARTIN ENGINEERS, PLLC . THOM S JARRETT PROFESSIONAL ENGINEERING RE 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 PYRIGHT © 2001 GLENS FALLS, N.Y. FAX: (518) 798-1864 BL� sEALSI uBECONNSC RM �� FEBRUARY 2003 PRO# 01-77 SHEET: 1 OF 7 NOMD DOTTED / REMSED: 03/15/031:OOPM ALVATONOFTMS D=EWMEPT 177112101 Bhatti Hotel Site Plan Design.dwg EY.4 LICE`W MI4=__9 IS UNLAWFUL DRAWING NOTES: j ,VACNETI97 C2-1 SURVEYS & MAP INFORMATION PR OVIDED D E D BY VAN DUS N AN D SIEVES, LAND ' SURVEYORS LLC. 1 SURVEYS ENTITLED: „MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 1 MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN P A " E SLEE DATED APRIL 24, 2000 't f "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEA ' DATED AUGUST 8, 2001 SLEE OU "MAP OF A SURVEY MADE FOR AFTAB SHATTI" DATED AUGUST 8, 2001, REVISION 1 LANDS APPROPRIATED BY ' OU I� '---- �C2-2) EXISTING TREE LOCATIONS PER JARRET[-MARTIN ENGINEERS, PLLC FIELD NEW YORK STATE Z/ OU _ MEASUREMENTS. C2-3) ONLY TREES MARKED WITH AN X ON THESE DRAWINGS SHALL BE REMOVED. ALL IPF OTHER TREES TO REMAIN (REPLACE IN KIND IF DISTURBED). ' OU J C2-4) EXISTING TREE LINE TO BE TRIMMED AND REPLANTED PER DRAWING C3 "LANDSCAPING PLAN EXISTING MOTEL { (ECONO LODGE) T F Ir WALL �, �� OFFICE o PACK LICE FYXTURE CO �F3E.T WALK (SE' SCrHEDULE < �Al Off'' 1 cn { 7O I ASPHALT PARKING cn I----` O 0 AREA b -- PARKING AREA LIGHT d0 (TYP. IN 7 PLACES); D2 SEE SCHEDULE A \ 1 / cat, �\ /a o \ A EXISTING MERCURY VAPOR 4 \ D \ \ CA / \ LIGHT: TO REMAIN (TYP. IN 5 PLACES) 5 { ��-- CE(LING\ MOUNTS LIGHi\,FIXTURE /(SEE SCHEDUI�E-~C� \ \ \ \ -� CA iR IPF DE D E UOU --" XtST+N G- ( "-1 \� PROPOSED 36-ROOM MOTEL (R \���� CIDUOUS ES ` \ / \ (ECONOLODGE EXPANSION) TREES H VINE f 0 (TREE D D) -- \ D Cry F- ER- -OT -ALES BRUSH LINE WITH 20+ r fTIR I E ` ` �CIDUOUS TREES; 4 DBH OR LARGE R ES D) / GRO P OF (4) 3"-4" DBH �' / \ \ DECIDUOUTREES WITH BRUSH \ { \ EXISTING 4"-6" DBH \ ` BRUSH LINE 'WITH\5-�20' \ \ bEEC- DUOUS TREE - �R\IG �, NOTE:C2-4 DECIDUOUS TREES�� 3C2 EVERGREEN TREES; 40 ERDBH / \ EXISTING 14"— i 8" DBH —I - TRC-ES- � � � � c� --1 � / \ \ DECIDUOUS TREE _`J ` (TREE ) ---__ --- ` 700 �XISTING BRUSH LIN , \ EXISTNG 18" -20 DBH O BRUS -LINE WITH 20+ \ ---- / DECIDUOUS TREE q " \ DECIDUOUS�TREES; 4" DBH OR LARGER / EX TIN 20"-2 "DBH { \ /� --- 95 `- „ E TING 2 - DB r/ DE IDUOUS1TREE \ / �' EXISTING G'=8 ECIDUOU REED r — � { \ DECIDUOUS THE �, TI 1G BRUS LIN GROUP OF (3) 4 —8 Coll \ DBH- D- CIDUOUS TREES / � „ \ EXISTING 6 -8 BH / // \.,„,/QZ CID000S TREEEXIST�}NG 1214 DBH \ \ � � "''� -- \ / DECIDUOUS TRE EXISTING 6-!!-fl" DBH i \ EVERGREEN TREE EXISTI G 6"-8" DBH 90 EVERGREEN TREE J I(7) EVERGREEN TREES ON ,�- 4 EAST SIDE OF NEIGHBORS FENCE; I j' rpm 6 -10 DBH ( I 9S I� LIGHTING PLAN SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET } SCALE: 1" = 20' . i. LIGHTING FIXTURE SCHEDULE Symbol Lobel Qty Watts Description Lamp Manufacturer & Catalog Number ONE 400—WATT HIGH A 5 400 ARM MOUNTED FIXTURE PRESSURE SODIUM, SPAULDING WITH FLAT LENS HORIZONTAL POSITION. CM—PM5—S400 B 2 142 WALL PACK W/ SPECULAR ONE 100—WATT CLEAR LITHONIA REFLECTOR, CLEAR ED-17 HIGH PRESSURE TWAC 100S POLYCAR80NATE LENS SODIUM, HORIZONTAL POSITION SQUARE FORMED ONE 150—WATT CLEAR C 1 150 ALUMINUM HOUSING, ED-17 HIGH SPAULDING PRISMATIC FLAT GLASS PRESSURE SODIUM, LENS VERTICAL POSITION. ALUMINUM REFLECTOR, ONE 175-WATT CLEAR REGENT � 5 175 ACRYLIC REFRACTOR $T-28 MERCURY NH1204M SOCKET POSITION VAPOR, VERTICAL FIXED BASE DOWN POSITION (EXISTING) 03/17/03 03/17/03 SUBMITTED FOR PLANNING BOARD REVIEW TSM MAGNE7'iu --� ov LANDS APPROPRIATED BY _ NEW YORK STATE \ /IT, 4-DL \ 1 \ / ~J 1-SD - \ / LAWN ' \ �2- CH 10-SB 15-HV /-DL \ - - / 1-.S D � 000 o 2-PO o ; EXIST.; / 1 / EXIST \ / _ \ 1-SP ,dam ____, / / ;' ~' 1 , ` E (STING TREES 90 \ / \ EXIST. T REMAIN 3- SP1 ._........ ` \ / \ SP2 / 1-SP2 I so PLANT LIST SYM BOTANICAL NAME COMMON NAME I OUAN. I SIZE I REMARKS TREES REDSPIRE GALLERY PEAR 6 1 3 - 3.5 in CAL B & 8 CP PYRUS CALLERYANA REDSPIRE SD MALUS SNOW DRIFT SNOW DRIFT CRABAPPLE 3; 2 - 2.5" CAL B & B PO QUERCUS PALUSTRIS PIN OAK 12 3 - 3.5 in CAL B & B SP-1 PICEA ABIES NORWAY SPRUCE 10 7 - 8' HT B & B SP-2 PICEA ABIES rNORWAY SPRUCE 20 5 -- 6' HT B & B SHRUBS SB AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 14 4 - 5' HT B & B HV VIBURNUM TRILOBUM ' HAHS' HAHS VIBURNUM 15 2'- 3'HT B&8 CH TSUGA CANADENSIS I CANADIAN HEMLOCK 5 3 - 4' HT B & e SH ILEX GLABRA "SHAMROCK" COMPACT "SHAMROCK" INKBERRY 1 0 24- 30 in B&B DL SYRINGA MEYER[ DWARF KOREAN LILAC 17 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 3 3 gal CONTAINER GROWN JAPONICA "LITTLE PRINCESS" S "LITTLE PRINCESS" SPIREA 11 3 gal CONTAINER GROWN SF II f� OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE 17 B & B CALLIS STELLA D' ORO STELLA D' ORO DAYLILY 24 1 GAL KIA GOZIRUM BLACK EYE SUSAN 15 1 GAL 4-PO FXIS ill; r �_.� )' �r•`>.j,�:'i,: ti f� i-..,.:1. 2—SP1 3—SP2 j- 3—SP2 LANDSCAPING PLAN SCALE: SEE GRAPHIC SCALE PLANT LEGEND DECIDUOUS: o EVERGREEN: 0', DRAWING NOTES: C2-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND SIEVES, LAND X SURVEYORS LLC. 1 SURVEYS ENTITLED: `^`- �- -- -------- "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 IX ~�~ �"- "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 I I P F/ "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 MEASUREMENTS. I C3-3) SEE DRAWING D2 FOR PLANTING DETAILS J' O PLANTING NOTES: 1) THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" TOPSOIL IN SEASONAL PLANT BEDS AND FINE GRADE. 2) AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX, OR { — _ 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. 3) AREAS INDICATED AS NATURAL AREAS SHALL BE SEEDED WITH 5 LB PERENNIAL RYEGRASS, 0.5 LB WHITE CLOVER AND 0.5 LB BIRDSF00T TREFOIL, AT A RATE PER 1000 SF. APPLY STARTER FERTILIZER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHED WITH STRAW OR EROSION CONTROL BLANKET AS INDICATED. 4) PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED MANURE, 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 LB PER 20 SF. 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 i OR OTHER UNACCEPTABLE MATERIAL. rye- •. ! �_ ��� �r�.r�� �. - �- Se2 I RF \ — -- --- -3-AR ��� 43 -.- , EXISTING TREES \ TO REMAIN ~ EXISTING TREES TO REMAIN--- `-"'` 7o0 BR JSH TO BE REMOVED AND STOMPS CUT FLUSH `--'" --� -ARA TO BE SEEDED o \ ` 5- 0 --o- \ -\ . --� .............. 2-SP2 1-SP2 1-SP1 1-SP1 3- SP 2 .andscape Plan Prepared by: LAILLER ASSOCIATES 69 Haviland Road 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 0 10 20 40 80 DATE REV # ISSUED / REVISIONS BY DRAWIN LANDSCAPING PLAN IN FEET C3 SCALE: i" = zo• OSED MOTEL EXPANSION �.. PROP AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK , a r JARRETT -- MARTIN ENGINEERS, PLLC THo JARREfT PROFESSIONAL ENGINEERING P.. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 YRIGHT C 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 LANDS CAPE ARCHIT S CT ueensbur k a4Yco(IESOFTHSGR�V�4r)%ITHA PRO# 01-77 SHEET. our i Q y, New Yorat,,ESMSHALL U- =--n*MUE FEBRUARY 2003 12804 AIVVX0 PLOTTED / REVISED:03/15/03 1:00PM AUff?4T1CNorms 00DAtMEXCEM 177112101 Bhatti Hotel Site Plan Design.dwg 9Y A t:WSED r i I DRAWING NOTES: C3-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. SURVEYS ENTITLED: r arc 1997 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 ��Acnr j x "MAP OF A SURVEY MADE FOR PETER UAPES & KATHRYN PEASLEE" ` DATED APRIL 24, 2000 f j "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 (1* "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 . OL1 LANDS APPROPRIATED BY NEW YORK STATE OU Ix! 1 �--— '`—' h I PF , ou '! EXISTING CATCH BASIN I � EXISTING MOTEL C (E ONO LODGE) I f OFFICE CONCRETE WALK 0 � STAIR STAIRS I t f RIM 99.91 O� 1 BOTTOM 92.91 J 8 0 DRYWELL (TYP.) I ASSUME 8' DEPTH WHEN IinS\ALLEO ACTUAL MEASUREMENTS SHOWN ASPHALT PARKING AREA - Q V) 1100 I \ \ ~ RIM 100.07 \ OTTOM 94 57 Rq 101.33 RIM 102.08 \ w � i TTOM 95.26 RIM 02.73 BOTTOM 94.73 \ Y � I a 3 o f-- Z H• PERFORADSTONE FILLED IAVE THEN \ \ / "0TTeM--GF---TRE-NCH HDPE PIPE / PER FAT IPF 1 -\4" PERFORATED "TRICKLE _I 1 —�_ PIPEZ-IRRIGATION TRENCH; \ \ �- 4" PERFOR _ ED HDPE OUTLET 6 TRENCH -m- BE -_WARPED AROUND D1 EXISTING & NEW TREES- ( 00' OF TRENCH MIN.) �— / \ PROPOSE MOTEL �. 1 g / \ \ F.F. = 10� .5 00 8 STORMWATER DRYWELL NOES-1 EROSION SEDIMENT CONTROL � F"-w L E.". VSCALE: RADING / STORMWATER PLAN SEE GRAPHIC SCALE 03/17/03 © SUBMITTED FOR PLANNING BAORD REVIEW TSM 09/16/02 A THIS DRAWING NOT SUBMITTED TSM NYSDEC PHASE II STORMWATER WATER QUALITY VOLUME: 05/29/02 A SUBMITTED FOR ZONING BOARD REVIEW TSM WATER QUALITY VOLUME EQUATION DATE REV # ISSUED / REVISIONS BY WQv = PRvA/12 DRAWING: GRADING / STORMWATER PLAN WQv WATER QUALITY VOLUME ,1►• �G C4 P 90% RAIN FALL EVENT NUMBER (.98 1N) �` �� GRAPHIC SCALE ; `�,����� J' ;��:R...� PROPOSED MOTEL EXPANSION Rv 0.05 + 0.009 (1); Rv MIN. =0.2 (.53) A SITE AREA IN ACRES (4.22 ACRES) AFTAB (SAM) BHATTI PROPERTY 20 0 10 20 40 80 .� t f r F PERCENT IMPERVIOUS COVER (63.17) % AVIATION ROAD ' °c QUEENSBURY, NEW YORK . A a, WQv = (.98)(.53)(2.2 / 12) = 0.095 ACRE -FT. = 4.166 CU. FT. { IN FEET) + `''� �o. 57`��� SSA: 1"= 20' �I`ss��a JARRETT -MARTIN ENGINEERS, PLLC: JL 4,166 CU. FT. OF RETENTION/ INFILTRATION REQUIRED PROVIDE 4,892 (MIN.) CU. FT. AS SHOWN ON DRAWING C4/D1 THO AS JARRETT PROFESSIONAL. ENGINEERING . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRGHT © 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 OrnYCCIjrSOFTHIS DFWffitrGtia� FEBRUARY 2003 PRO# 01-77 SHEET: 4 OF 7 BLUE SEAL SHALL BBE CC PLOTTED REMSED: 03/15/03 1:OOPM AVIMATMOF11f.S DOCUAtEN1Dcm 177112101 8tihatHotel Site Pian Design.dwg 1 BY A UCENSE:D ERG":M ISL'"'y"'FUL BO T-OM 93.33 BO 0 / POST SIGN D RAW I N G NOTES: i D1-1) 6" (MIN.) THICK TOP SLAB IN NON -TRAFFIC AREAS, COVER DESIGNED FOR H-20 TRAFFIC LOADING I 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. ALO SPACES FACING PARKING STOP 4" WIDE DIAGONAL aeseaven } LANDSCAPING STRIPING; 2' O.C. 12"x18•' & 30' TO CURB M.U.T.C.D. 2" COMPACTED BINDER (TYP.) NYSDOT ITEM 403.13 TYPE 3 PARKING INTERNATIONAL SUBBASE COURSE; SYMBOL OF NYSDOT ITEM 304.05 ACCESSIBILITY 6'-0" 1 TYPE 4 COMPACTED TO STEEL CHANNEL ^� — _ 95% STANDARD PROCTOR COLOR - BLACK 4., - - j _ - 20'-0., EXISTING SUBGRADE BLUE BACKGROUND _,/ WHITE SYMBOL POST SIGN DETAIL TYPI�CA DRIVEWAY / 'PARKING DETAIL SCALE: N.T.S. NOTE: 1�, CALE: EMBED POSTS 3' INTO A 12" OX4' DEEP FOOTING j g- 0 g- 0 -- 8- 0 - 8- 0 ----� i STANDARD PARKING SPACE SPECIFICATIONS: TYPICAL PARKING SPACE DETAIL PIPING: e 1 SCALE: N.T.S. NOTE: ALL MARKING PAINT TO BE WHITE 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 02321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY INFILTRATION / EXFILTRATION TESTS OR AN ALTERNATIVE METHOD APPROVED BY ENGINEER. GRADE (FINISHED / EXISTING) P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (LE.: NO LOW POINTS OR HIGH POINTS) , FINISHED GRADE P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF 1' MAX FROM OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. ROADWAY CURB PROPERTY LINE F — ------ BEND AS REQ'D ' 1 /$"/FT (MIN.) MISCELLANEOUS: � CAP OR PLUG SADDLE OR WYE � (SHOWN OVERSIZE i� ) sl REMOVED. \���\��� j j\\��\�� /� FOR C �, ,f�:� �,<,,'����=;1;,,.. ,F M -1 ALL COMPONENTS OF THE EXISTING LEACHING SYSTEM CONNECTED TO BUILDING TO BE REMOVED SHALL BE / / MIN. MUELLER CURB BOX ��\/\\\\x \ \ \ \ \ \\ / \ S OR APPROVED EQUAL �i.i.i.i./1� � // ADAPTER FITTING\ AS REQ'D/ (TY P.)�/\/\/ 5MIN. 6 MIN. CURB STOP MUELLER ORISEAL \ \/\/ OR APPROVED EQUAL /\//\\//\f/\\\,ASAPTER REQ'pFITTING�� i,\\ SANITARY SEWER, MAINj///\\\\��\�\��\\\///\`///`" BEDDING DETAIL TEMP. CAP OR PLUG AS NECESSARY ti SANITARY SERWER TIE IN DETAIL SCALE: N.T.S. - - 3/4" SIZE MIN. TYPE K WATER MAIN - f 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 MEET TOWN OF QUEENSBURY REQUIREMENTS. 4 TYPICAL WATER SERVICE DETAIL HEAVY DUTY CASTIRON FRAME & CRATE SCALE: N.T.S. RISERS AS NEEDED FINISHED GRADE SLOPE GRADE � RLEM TOWARD GRATE j SLAB NOTE: D1-1 (TYP.) "') 30" EXISTING GRADE D1 NOTE: D1-2 GEOTEXTILE FABRIC D1 03/17/03 A SUBMITTED FOR PLANNING BOARD REVIEW TSM z I GEOTEXTILE. FABRIC 09/16/02 © THIS DRAWING NOT SUBMITTED TSM / / / / / 4'-0.. 6" FOR SEPARATION GEOTEXTILE , ABRiC\\/ \/\\/\\/�\/\N 1' 0 i STANDARD' 2'± (TYP.) 05/29/02 �A THIS DRAWING NOT SUBMITTED TSM FOR SEPARATION "/\/�\/�\/�\/�j // / m SECTION = \�/\\\� \\ \\\��\ ��\i\\\�\��,/\\\ PARKING AREA PAVING 3 3,_�„ w PERFORATED OVERFLOW DATE REV # ISSUED /REVISIONS BY /� PIPE AS SPECIFIEDDRAWING: / / ---0% SLOPE CLEAN (WASHED) UNIFORM SIZE � C V n~� CIVIL DETAILS I \\/\��� �0�,r 0- /\\/� ' T 4 OA COBBLES (PREFERRED), CRUSHED` �,, ��` PROPOSED MOTEL EXPANSION SECTION .r �t"� STONE OR GRAVEL � � � - � APi"AB (SAM) BHATT! PROPERTY 1, 01�� \ \\f ., 12 FORT MILLER DRYWELL '' r `�' � ,�` ; ., AVIATION ROAD TO 2Y2.. CRUSHED PEA STONE (MIN.) � - su OR EQUIVALENT �,, �� ' QUEENSBURY, NEW YORK STONE ,� � o. 57 ©' y, ' GEOTEXTILE FABRIC 12' 0" (MIN.} ` Es� 40 PERFORATED 1 '. JARRETT - MARTIN ENGINEERS PLLC HDPE PIPE EAVE THE PROFESSIONAL ENGINEERING 7 HOM S JARRETT d SCALE: NT.S. CH DETAIL P.E. 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 ?LCAL STORMWATER DRYWELL DETAIL RIGHT 02001 GLENS FALLS, N.Y. FAX: ((518) 798-1864 Y p ` N.T.S. ONLY COPIES OF THIS DRAYRN.'GNTH A 5 0F 7 p EALSHALL BECONSIDEREDTME FEBRUARY 2003 PRO # 01-77 SHE : A IA E TWO�����L GLUES SCALE ANDVALID PLOTTED REVISE[�:03/15103 1:00PM ALTERATION orT"s r=tAIENTEXCEK 177112101 Bhatti Hotel Site Plan Design.dwg 1 BY A LICENSED ENGIYEM IS UNLAYfrLIL TRICKLE SPACING VARIES SEE PLANTING PLAN SHRUB PLANTING DETAIL 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) NOT TO SCALE 2" FINE SHREDDED BARK MULCH 3" SOIL SAUCER = I I I -I 11-_I 11EI I I -I 11-1 � I-=III=III-III=► l i-1 111- I AMENDED PLANTING SOIL; MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: _ 20 PARTS TOPSOIL =III ±Ill=III=1 I I=� I I-1 111 all- 4 PARTS PEAT MOSS 2 PARTS ' PEAT HUMUS 1 PART FERTILIZER (10-6-4) I� PERENNIAL BED PREPARATION LL� SCALE:" N.T.S. NOTE: THIS DETAIL SHALL APPLY TO ALL GROUND COVER, PERENNIAL and ANNUAL BEDS. :R HOSE FRICTION GUARD DIRE i. CEDAR SAKES .ONG 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) EE PLANITNG DETAIL \LE: N.T.S. EVERGREEN PLANTING DETAIL SCALE: N.T.S. of iooco HOSE FRICTION GUARD 3" dia. CEDAR STAKES 8 ft LONG 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL SPAULDING "MEDALLION" MODEL CM—PM5-S400 OR EQUIVALENT 18' ROUND ALUMINUM POLE — COLOR BLACK; POLE DIA. BY STRUCTURAL ENGINEER HANDHOLE BOLT BASE COVER ANCHOR BOLTS W/ LEVELING NUTS AS SUPPLIED BY MANUFACTURER All \\\\" 'i\//\\//\\//\\�\\//\\ ELECTRICAL CONDUIT (GALV STEEL) 90' BEND, 24 RADIUS / \� d \ CONCRETE FOUNDATION, \\x\\//\\, DESIGN BY STRUCTURAL ENGINEER d \1 j/x,1>, TYPICAL PARKING AREA LIGHT DETAIL SCALE: N.T.S. X, I Landscape Details Prepared by: MILLER ASSOCIATES LANDSCAPE ARCHITECTS 169 Havi and Road Queensbury, New York 12804 03/17/03 A SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 © THIS DRAWING NOT SUBMITTED TSM 05/29/02 QA I THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY DRAWING: LIGHTING / LAD API DETAILS PROPOSED MOTEL EXPANSION A AFTAB (SAM) BHATTI PROPE AVIATION ROAD `` 9 QUEENSBURY, NEW YORK ! *� N� JARRETT - MARTIN ENGINEERS PLLC V . THO AS JARRETT PROFESSIONAL ENGINEERING P # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT 4 2001 GLENS FALLS, N.Y. FAX: (518) 798-1864 PRO # 01-77 SHEET: 6 of 7 ORLY COPIES OF *S DIWV�m'G 1M1H A BLUE SEALSl�1- &:Ca DME FEBRUARY 2003 ANdYALID PLOTTED /REVISED:03/15/031:OOPM ALTERATION OFVIS DOCUM'EMaCEPT 177112101 Bhatti Hotel Site Plan Design.dwg 6Y A LICENSED E`AYt�l1L _ ml r GFOTFXTILF FABRIC 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 PER BALE REQUIRED, ONE VERTICAL. ONE ANGLED 8" MIN. (TYP. r 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. HAY BALE DIKE SCALE: N.T.S. GEOTEXTILE FABRIC: FILTER X. MIRAFI 100x, STABLINKA 7140N, OR EQUIVALENT; OVERLAP & TIE JOINTS 6" MINIMUM STEEL OR 2" x 2" HARDWOOD POSTS 24" MAX. (TYP.) TYPICAL TIE POINTS 1 -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. �y MIN. J, 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. /-1 r�4' MINn GEOTEXTILE FABRIC DIKE CONSTRUCTED USING MEDIUM RIP RAP OR RECYCLED CONCRETE EQUIVALENT ORIGINAL GRADE NOTES: THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. "A" TO BE 2 OR GREATER FOR TEMPORARY EARTH DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18" HIGH. �-� 18" MIN. —I EARTH DIKE SCALE: N.T.S. EROSION & SEDIMENT CONTROL: i 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. i 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 PRACTICES) AND SUBMIT TO ENGINEER FOR APPROVAL 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 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. SILT FENCE 2 SCALE: N.T.S. 03/17/03 A 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 DRAWING: aE �:�Ir YG EROSION CONTROL DETAILS EC1 PROPOSED MOTEL EXPANSION R F 14,AFTAB (SAM) BHATTI PROPER F . , r AVIATION ROAD ,= P Ll Iuu, Um , QUEENSBURY, NEW YORK a k' �'�`R JARRETT — MARTIN ENGINEERS PLLC r FE ' . THo AS JARRETT PROFESSIONAL ENGINEERING P. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 IGHT © 2001 GLENS FAILS, N.Y. FAX: (51 s) 79$-1 s6a ONLY COMES OFTHIS 09Y+1NG YVff}i A PRO # 01-77 SHEET: 7 OF 7 BLUE SEAL SHALL BECCO M�E FEBRUARY2003 ANDV40 PLOT�IED ! REVISED: 03/15/031:00pm ALTERATMOFM D=,�A!EN'tDCM 177112101 Bhatti Hotel Site Plan Design.dwg BY A LICENSED ENGIMEMIS U.1LAW UL. r