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Site Plans SP4-2005_2_15_2006 DRAWING NOTES: —1 BASESHEET FROM DAVI VARIANCE GRANTED BY THE TOWN OF QUEENSBURY ON 01 -19-05 SITE AND ZONING REQUIREMENTS: D J. BOLSTER LICENSED LAND SURVEYOR. DRAWING (OUTBACK RESTAURANT) EIJTITLED "MAP OF A SURVEY MADE FOR NASREEN KHURSHID AND KHURSHID MASIH". VARIANCE REQUIRED EXISTING PROPOSED C1 -2) PARCEL KNOWN AS "PINE DRIVE" QUIT CLAIMED TO NASREEN KHURSHID AND ZONE: dC-INT HIGHWAY COMMERCIAL INTENSIVE ZONE1 . PARKING SPACES OVER 20� OF REQUIRED 111 20 TAX MAC - 296.13-1 -17 KHURSHID MASIH PER DEED DATED SEPTEMBER 30, 2002. PARCEL WAS COMBINED WITH 169 # TAX MAP # 296.13-1 -17. F77 LOT AREA = 3.68t ACRES (160,348f SQ FT) VARIANCES GRANTED BY THE TOWN OF QUEENSBURY ON - - REQUIRED PROPOSED C1 -3) EXISTING BUILDING, FENCES, POOL, AND TREES TO BE REMOVED AT TIME OF 09 15 04 RESTAURANT ERECTION. \ i r\ BUILDING SETBACKS / VARIANCE FRONT 75 FT 75 08 FT REQUIRED EXISTING PROPOSED SIDE* 20 FT 49 25 FT nnnrT-r G T ini�r�1=r� n�,;,Tl/1T rnn�A_ �r.i i����p� ���r�u c�i io�iry � \����rcr2rr-�o�t rm�errrnT7 TO—'1T7�TTlL�TATLTP'I�i CiTriitf BACK 25 FT 73 FT 1 2� _ 1 1 . EAST VCTEL_ BUILDING TO FRONT PROPERTY LINE 75 FT 71 FT 64.83 FT C1 -5) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT I 2. NORTH MOTEL_ BUILDING TO NORTH PROPERTY LINE 20 FT 1 6. 17 FT 1 6. 1 7 FT MINIMUid LOT SIZE DIG SAFELY NEW YORK AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION I II 1 ACRE 3 68f ACRES w AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES MINIMUM LOT WIDTH 150 FT 1 65+ SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER 1 I EXISTING GARAGE IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. _. o MINIMUI`j LOT DEPTH 200 FT 1119E A 01 -6) FUTURE PARKING SPACES TO BE INSTALLED AT TIME OF 2ND STORY MOTEL I,.aF �I EXPANSION. (AS NEEDED) MAXIMUM BUILDING HEIGHT 35 FT LESS THAN 35FT C1 -7) CHANGES TO THESE DRAWINGS IN THIS REVISION ARE: REVISED PARKING AND MINIMUM PERCENT PERMEABLE 30% - SEE CALCULATIONS BELOW BUDGET INN BUILDINGS PER TOWN OF QUEENSBURY COMMENTS, REVISED UTBACK SEWER AND WATER CONNECTIONS PER FIELD CHANGES, FIRE HYDRANT LO ATION PER EXISTING SINGLE STORY MOTEL FLOOR AREA RATIO (FAR) 3 15** S}{OPP,NO PLAZA BUILDING; FUTURE 2ND STORY EXPANSION FIELD CHANGES, DRIVEWAY ENTRANCE CHANGES (NORTH & SOUTH) PER YSDOT COMMENTS I PARKING SPACES I I 1 / 4 SEATS PLUS 1 / 2 EMPLOYEES AREMOVE (2) EXISTING PLARKING (227 SEATS / 4 SPACES PER SEAT = 57 m O LANDS N/P OF SPACES; REMOVE ASPHALT SEED, , = ES APARTMENT BUILDING lj , GU100PASSARELU I MULCH & FERTILIZE TO GRASS 20 EMPLOYEES / 2 SPACES PER EMPLOYEES 10 SPACES 728 PAGE 130 80 TOTAL 67 SPACES) 9N 'm BOW APPROX. LOCATION PARK BOUNDARYo� 1 BUFFER ZONE Iz I OF ° "� "'"' I 16'_ EXISTING WATER SERVICE ® ALLOWED 2 vi ADIRONDACK Z y�P LINE I I / RESTAURANT PARKING SPACES 67 67+13=80 124*** _ _ EXISTING SINGLE STORY MOTEL Ld % °d� / F RD \ ; (FUTURE 2ND STORY EXPANSION **SIDE SETBACK - 20 FT (MIN.); SUM 50 FT BUILDING z ) PROPOSED FLOOR AREA RATIO FOR RESTAURANT AND MOTEL COMBINED �N �69'-y"'�- *** EXTRA PARKING SPACES REQUESTED BY LEASEE & OWNER MOM (n gUCK � 20 EXISTING E GE OIF R /�%%%� � ,qR G — I PROPOSED MOTEL 6 RDUNO Patio %% R° x i rn SIGN LOCATION SITE AND ZONING REQUIREMENTS: RE PARKING NOTE: C1-6 °� / /� NI 1 I (MOTEL ADDITION) �N 0 20 SPACES) C1 x �� / °p MO7EL o I 1 d�� d """� ' i / _ ■ �I w ZONE: HC-INT HIGHWAY COMMERCIAL INTENSIVE ZONE ° 64�1 4 SWE R RONIN TAX MAP # - 296.13-1 -17 N A I,�m I o o =2 I d EXISTIN TREE LINE I I PROPOSED BUDGET INN p nuAK R Ro I LOT AREA = 3.68t ACRES (160,348f SQ FT) LOCATED BY NSTRUMENT SURVEY) 7 ( ■ o W OFFICE WITH MANAGERS o Ro Exrr ' / I I REQUIRED EXISTING PROPOSED r7 Por> APARTMENT 9 C a rn I _ EXISTING SINGLE STORY MOTEL BUILDING SETBACKS (EAST BUILDING WITH MOTEL OFFICE EXPANSION) z BUILDING, FUTURE 2ND STORY EXPANSION) FRONT 75 FT 71 FT 64.83 FT O PEGGY ANN ® EXISTING GARAGE--__ I `o ^ .� MN7S \ „ SIDE 20 FT 56.5 FT 56.5 FT x ® ASPHALT PARKING � — \., _ � ■ � � o y PINE TREE TO BE REMOVED; BACK 25 FT 252E FT 252E FT FT c a I UTILITY LINES TO BE REROUTE � �- SHERMAN AVE MR-5 ZONE x I PER NIAGARA MOHAWK BUILDING SETBACKS (NORTH BUILDING) 0 (APARTMENT COMPLEX) i �„ , - _ 75 FT CLOSE ENTRANCE; REMOVE 173.67 FT 173.67 FT n LOCATION PLAN i' _ _ I / \ ASPHALT SEED, MULCH & SIDE 20 FT 1 6 17 FT 16.17 FT � SCALE: N.T.S. 1 0 -- ^ Poa/ I � _ FERTILIZE TO GRASS BACK 25 FT 141 f FT 131 f FT PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A EXISTING OOL AREA AND NOTE: C1-3 \ — D L�� �— — —� — APPROX. LOCATION OF MINIMU6A LOT SIZE 1 ACRE 3.68± ACRES 3.68E ACRES o RESOLUTION ADOPTED APRIL 26, 2005 BY THE PLANNING FENCE BE REMOVE ' I I ¶` -� EXISTING WATER SERVICE BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK C1 APPROX. LOCATION OF MINIMUM LOT WIDTH 150 FT 165E FT 165E FT WITH THE FOLLOWING CONDITIONS: 10� �n EXISTING 1 " GAS SERVICE MINIMU,'�l LOT DEPTH 200 FT 1 11 f 9 FT 11 19 f FT 0 1 . A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE OF THE BUILDING PERMIT. NOT _ / E: C1-4 EXISTING BUILDING TO LANDS N/F OF ° \ i - - -I Cl BE REMOVED MAXINi'u.M BUILDING HEIGHT 35 FT LESS THAN 35FT THE ROBERTS GARDENS NORTH PARTNERSHIP I / RROPOSED 0 C 75'-1'"-- n 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURES. BOOK 810 PAGE 271 3'7w1" RESTAURANT � MINIMUM PERCENT PERMEABLE E 30% - SEE CALCULATIONS BE LOW , n 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR 101- _ °'�/ NOTE: C1-4 EXISTING BUILDING (OFFICE) AND FLOOR ARE A RATIO (FAR) 3 06 15** � COMPLIANCE PRIOR TO INSTALLATION. � _ -' - / Cl FENCE TO BE REMOVED 0+ I s . /, 4. A FINAL SIGNOFF FROM C.T. MALE. PARKING SPACES 5.THE APPROVED COLOR SCHEME IS OPTION 2 AS A � I / (CURRENT)) ALLOWED/ I PROPOSED RESTAURANT MOTEL - 1 SPACE/GUEST ROOM 24 20 24+4 28 24 PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE APARTMENT BUILDING ( 4 '-4" ' SIGN LOCATION c� GREEN AND THE BENJAMIN MOORE BRUSHED ALUMINUM, \ / — — -- / / (FUTURE) 0.ftft ALLOWED m THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED BY � ° � MOTEL — 1 SPACE GUEST ROOM 44 — JARRETT—MARTIN ENGINEERS AND RECIEVED IN THE TOWN — I N �T, ° l. / 24 44+9=53 44 IOO / \ , o PLANNING BOARD ON APRIL 8, 2005, SHEET DR-1 . Y * SIDE SETBACK — 20 FT (MIN.); SUM 50 FT U f ® SWEET ROAD ** PROPOSED FLOOR AREA RATIO FOR RESTAURANT AND MOTEL COMBINED 0 ®EXISTING EVERGREEN; *** EXTRA PARKING SPACES REQUESTED BY LEASEE & OWNER LEGEND: TO REMAIN � � L- INOTE: REVISION NOT USED ALL DRAWINGS) TOWN or c+�.j"NMIlURY'EXISTING / BY OTHERS: 99 ( CC'�MMurls`� , .;;PMENT 1 XISTING DECIDUOUS TREE; PERCENT PERMEABLE (EXISTING): �� , 0 TO REMAIN I o NEW / PROPOSED IN THIS DESIGN: AFEB � . BUILDINGS (INCLUDING COVERED PORCHES �° 0° PROPERTY LINE: - - - - - — CAR WASHrW XISTING EV REEN; ) ACo` PROPERTY LINE SETBACK: (CAR WASH) 0 REMAIN EXISTING 9,144 SF 8C ---- ING—_ LANDS N/F 0 ° � � 9 m PARKING AREA (INCLUDING DRIVEWAY, WALKWAYS Ln MINOR CONTOUR LINE: - - - - - - - 0& - - - - - KENNETH LANDS & M1 AEL H. SEALE ) F®EXEC DID �t \ BOOK 973 PAGE 227 EXISTING 33,483 SF MAJOR CONTOUR LINE: - - - - - -1-0 -- - - - - - TOTAL IMPERVIOUS 01/25/06 0 REVISED SITE DESIGN - SEE NOTE C1-7 ON DRAWING Cl SM/PL o NEW CONTOUR LINE: LAND TO BE TRANSFE RED® 42,627 SF `l TO ERMINGER TO BE REMOVED: PERMEABLE AREA 11/21/05 1� REVISED PER TOWN SANITARY DEPT COMMENT(NO CHANGE THIS SHEET, PLB 0 - -- - - - - - - - - - - - - - - 0 ° LAND TO BE TRANSFERED � SANITARY SEWER (GRAVITY): sa-� ----_.._ - -, 160,348 SF - 42,627 SF = 117,721 SF - 9a � TO KHURSHID 0 1 17,721 SF / 160,348 SF - .73 = 73� REVISIONS A - I NOT LISTED TSM o SILT FENCE / EROSION CONTROL: � � � DATE REV # ISSUED / REVISIONS TEST HOLE: - 97 ��/ - - - - ' PERCENT PERMEABLE BY ---- _ _ _ PROPOSED). - (E OF SITE PLAN DRAWING: PERCOLATION TEST: NOTE # BUILDINGS (MOTEL AND RESTAURANT WITH COVERED `� NFcl - o NOTE REFERENCE TAG: NOTE: S- WEEKS R0-4D PORCHES) d,OMAsv Q COMMERCIAL SITE PLAN D1 TOTAL BUILDING 17,885 sF A m � OUTBACK RESTAURANT / BUDGET INN SEE DRAWING # FOR NOTE ] yv �� NYS ROUTE DETAIL # PARKING AREA (INCLUDING DRIVEWAY, WALKWAYS AND o � 9 2 POSSIBLE FUTURE PARKING SPACES) ��' QUEENSBURY, NEW YORK n REMOVAL & SITE DEVELOPMENT PLAN � �� DETAIL REFERENCE TAG: PROPOSED 77,962 SF� `.,4�t�n1AL� D1 L I SCALE: SEE GRAPHIC SCALE �0 SEE DRAWING # FOR DETAIL TOTAL IMPERVIOUS JARRETT - MARTIN ENG INEERS PLLC NO SECTION CUT DIRECTION GRAPHIC SCALE 95,847 SF ENGINEERING � . 0PROFESSIONAL H THO AS JARRETT 50 0 25 50 100 200 SECTION REFERENCE TAG: SECTION LETTER I I PERMEABLE AREA P . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 _T D1 152,050 SF - 95,847 SF = 56,203 SF OPYRIGHT©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 56,203 SF lclSEE DRAWING # FOR SECTION ( IN FEET ) / 151 ,712 SF = .37 = 37% ONLY COPIES OF THIS DRAWINGWITHA 0 ANDVALID DULY 2003 PRO# 03-045 SHEET: 1 OF 9 0 BLUE SEAL SHALL BE CONSIDERED TRUE L� ALTERATION OF THIS ENGINEER IS UNLAWFUL. NLEXCEPT FILE F:\345070903 BHATTI RESTAURANT DESIGN.DWG PLOTTED/REVISED:02/14/06 12:OOpm BY A LICENSED ENGINEER IS UNLAWFUL. DRAWING NOTES: COVCRETE PADS Mp•� C2-1) POLE MOUNTED FIXTURE HEIGHT TO BE 20 FT. �� l.R.F. C2-2) BUILDING MOUNTED FIXTURES TO HAVE THE FOLLOWING HEIGHT: \ OUTBACK RESTAURANT - ALL FIXTURES 8 FT BUDGET INN - WALL SCONCES 8 FT, CYLINDRICAL WASH FIXTURES 12 FT ' I sHOPPiNc PLAZA C2-3) ALL WORK TO BE PERFORMED ON OR IN THE NYS DOT R.O.W. IS TO BE COORDIN ATED WITH NYS DOT; CONTRACTOR TO OBTAIN ALL PERMITS PRIOR TO COMMENCING ANY WORK IN THE kv6A, R.O.W. iPOSSIBLE FUTURE SITE ANOTE: C2-6 C2-4) ALL NEW UTILITIES TO BE UNDERGROUND PER TOWN OF QUEENSBURY STANDARDS. INTERCONNECT; TO BE PERMITED Li C2 THROUGH NYSDOT C2-5) GRID PATTERN ILLUMINATION LEVELS SHOWN ON THIS PLAN ARE THE "OVERALL" CONDITION o I (SEE STATISTICS TABLE IN MARGIN); ILLUMINATION LEVELS FOR INDIVIDUAL AREAS ARE NOT SHOWN 2 PARKING ON THIS DRAWING. � SPACES A ELECIMC BOX(M) C BLACK + C2-6) OWNER SHALL CONSTRUCT VEHICLE INTERCONNECTIONS TO THE ADJOINING PROPERTIES, AS o , 0 EXISTING 6" WATER MAIN ®® Im ' \ _ - - - ---- - (APPROX. LOCATION) SHOWN, AT THE TIME OF RE-DEVELOPEMENT OF THOSE PROPERTIES. m 14 l w PRIVACY FENCE TO BE 2'f �p-p "'II'�-+p 2 0. +O.d 0 + GAS MAIN w FROM WEST PROPERTY LINE -\- A LUMINAIRE SCHEDULE (240f LINEAR FT) - - _ _ til \ yo (APPROX. LOCATION) FENCE BY TRI-COUNTY FENCE 0.0 +0.0 + ET as w +3.0 +1 .8 \+5\2 +2.3 +1 .2 +4.4 +4.1 \'+ +0.1 +0.0 Symbol Label Qty Catalog Number Description Lamp Lumens Watts MODEL Z100ND WARP AROUND A �'"'sL 5 CORDOVA MEDIUM 250W CLEAR ED28 LARGE TREES I + + + + /+ �; + \ + + + + r 20 STRIPED WALKWAY ❑ A 20 CVM-H25-H3-F RECTANGULAR AREA HIGH PRESSURE SODIUM, 27500 250 20' BUFFER ZO ^ \ 0.0 O.OppRCH 0.1 0 2.2 1 . 1 . 1 .3 Bcjt.2 0.1 0 D3 �) LIGHT TYPE III HORIZONTAL POSITION ® x _ REFLECTOR CLEAR i l I SETBACK NE FLAT GLASS LENS + + +i � 0.0 0.0 0 + + +� + + + � + 13 o / �1 .0 0 .7 0.6 0 1 l0 0.9 4 0.1 0+0.1 LIGHT FIXTURE (TYP.) CLEAR FLAT GLASS 150W CLEAR ED28 I ' ) D2 0 B 12 101-MT-150HPS LENS (WALL SCONCE) HIGH PRESSURE SODIUM, 1000 188 MOTEL HORIZONTAL POSITION / + .0 +0.0 + .2 +1 .3 +�:8 +2.4 1 +1 .0 + 1 .0 UNITS+0 4 +0. 2 +4.3 ' +0. ��BMS ) x 1000 138 /� , e C 5 301-L-100HPS DIFFUSING LENSES CLEAR 1 DOTO A t 3 O (WALL WASH FIXTURE PRORATED TO 1000 / ) LUMENS o � x/ I +0.0 + . + . +0.7 +1 .8 / +1 .8 6 +0. + + 1 +0.1 t.1 .0� w ®A >� ,� r A ARCHITECTURAL ARM- ONE 150-WATT CLEAR W o. ❑ MOUNTED CUTOFF ED-17 HIGH PRESSURE 15800 184.9 D 3 AS1 150S SR3 z POTENTIAL FUTURE PARKING ' + + + + + + + + + +� + 12 LUMINAIRE WITH SR3 SODIUM, HORIZONTAL SPACES (TO BE DESIGNATED ��i // 0.0 0.1 0.9 4.4 \ 3. Z 3 0.3 0.3 1 �5 1 .4 1 0.1 fsQ.O D1 PROPOSED CONCRETE SIDEWALK REFLECTOR. POSITION. FOR EMPLOYEE PARKING) CORDOVA MEDIUM 175W CLEAR ED28 + + + + + + + + + + + E 2 CVM-H17-H3-F RECTANGULAR AREA HIGH PRESSURE SODIUM, 15800 184.9 cn 0.0 1 .2 \ 3.1 3. Z 2.3 �.5 0.3 0.2 1 . 1 .2 0 ❑ Y z I °` NLIGHT PROPOSED MOTEL OFFICE ADDITION REFLECTORPE III HORIZONTAL POSITION POTENTIAL FUTURE PARKING / I J WITH MANAGERS APARTMENT ABOVE FLAT GLASS LENS Q A � / + + �+ + t �+ + MOIL+ + m SPACES (TO BE DESIGNATED I x -�0.0 1 .2 .4 3. �- 9 0.` ' 0.3 0 d 3. 1 0 o FOR EMPLOYEE PARKING) I �" 1 N q LIGHT FIXTURES MARKED WITH A xco I I M + + e I O THIS FIXTURE TO HAVE ATO HAVE REAR GLARE SHIELD 0.0 0. 0 1 .6 .9 3. 0.9 2.6 .2 2. 10 REAR GLARE SHIELD N x \ I o� I ON SIDE SHOWN (TYP.) BASTCNLi o SU MENTAL LIGHTING REQUIRED IF x + +0,1 8 +2 5 + + 7 +2 E + + p t1 5 +2.1 + ' + STATISTICS ,� FUTURE PARKING SPACES CONSTRUCTED - � «� �x + + + + + I // \\ Description Symbol Avg Max Min Max/Min Avg/Min 0 0. 0.0 0.7 5.7 / 4 +1 .4 +2. 1 +4.9 .4 +1 . +2.4 +2. +2 + +0 0 NORTH ENTRANCE + 2.8 fc 4.1 fc 0.7 fc 5.9:1 4.0:1 10 - x - / 4 PARKING SPACES __ (n \ 2 J pine tree I A C: o x + + + 1 + + + + + + 17 - 3 2�5 6 T E O T3 3 P G A 8 2 1 .C3"'� .1¢ T±�'0 ----- OUTBACK EXTERIOR + 1 .8 fc 4.5 fc 0.4 fc 1 1.3:1 4.6:1 / OUTBACK FRONT UAL °' I 0 LY ENTRANCE 3.7 fc 4.3 fc 0.9 fc 4.8:1 4.1:1 "' . ® (2) PARKING SPACES TO � � � � � +0.0 +0 + +3E 1 / 0.8 .4 +1 .4- 1 . +0.0 1 o REMOVED AT TIME OF PROPOSED CONCRETE SIDEWALK OUTBACK SIDE 3.3 fc 6.7 fc 0.9 fc 7.4:1 3.6:1 FUTURE PARKING CONSTSTRUCTION 102- , ! IJ CL Q / �n< D1 ENTRANCE + a�i � C �. +0.0 +O.h +�.4 1 .i9 B / � `- - / + +0 0 BUDGET INN EXTERIOR + 2.3 fc 11.3 fc 0.6 fc 18.8;1 3.8:1 \ -_ - - - - / P POSED OUTBACK + + + - A /+ HOUSE RESTA RANT +3.2 +4.3 + ❑ BUDGET INN ENTRANCE + 5.1 fc 6.9 fc 1.7 fc 4.1:1 3.0:1 0 0.0 0. 1 .5 2.7/ 4 9' W CJJA I + SOUTH ENTRANCE + 2.7 fc 4.9 fc 1.5 fc 3.3:1 1 .8:1 .1 +1 .2 + 1 +0.1 0 PARKING AREA 3.0 fc 8.9 fc 0.7 fc 12.7:1 4.2:1 o � � B / � 10 PARKING SPACES �- o \ � 2 PARKING SPACES .1 + + + + `� + + OVERALL 1 .5 0.1 .1 0.0 + 0.8 fc 11.4 fc 0.0 fc NA NA b m N A E a F 1 PROPOSED CONCRETE SIDEWALK A E + .0 +0 Q4.3 1 . 1 . +1 .1 i +1 2 + .0 1 . + +4.1 9� +1 . 0.2 +0.1 +0.1 +0.1 +0.0 +0.0 TOWN OF QUEENSBURY� 23 / STOP BAB Q SBURY LIGHTING STANDARDS PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A CON PAD D ao(A ) j gaA -- ZONE: HC-INT HIGHWAY COMMERCIAL INTENSIVE ZONE c ' \ + + + + + + / + + + + + + + + +o RESOLUTION ADOPTED APRIL 26, 2005 BY THE PLANNING \ //0� _0-, 6 1 .7 3.8 5�.9 1 .8 2.5 3.4 1 .3 1 .6 /4.8 2.4 1 :1 0 1 0.1 0.0 ITEM REQUIRED PROPOSED 0 BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK X O°'�°" LIGHTING SONAL DE 3 o g HORIZONTAL ILLUMINATION LEVELS WITH THE FOLLOWING � � BOX +0.0 0.5 +0.6 +1 .6 4. 4 P K 2 2 \+8.5 .2 + .3 +0.2 + 1T +0.1 0. COMMERCIAL PARKING LOT 0 1 . A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE 00 --� S A BUILDING ENTRANCE 2.0 fc SEE TABLE ABOVE c� / 5.0 fc SEE TABLE ABOVE OF THE BUILDING PERMIT. A \ ® SWEET ROAD BUILDING EXTERIORS 1 .0 fc SEE TABLE ABOVE m +0.0 +0.2 +0.2 + .4 7 +2.9 +3.3 3 + + 1 . +0 + 0 +0.0 sf 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURES. POSSIBLE FUTURE NOTE: C2-6 * / LO MAXIMUM FIXTURE HEIGHT 20 FT 20 FT D2 UNIFORMITY RATIO o SITE INTERCONNECT + + + 4 1 SEE TABLE ABOVE 0.0 C2 0.1 0.1 1- - -Q- 2.0 .3 2.2 1 . 0.0 A 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR _ _ + + o COMPLIANCE PRIOR TO INSTALLATION. \ - r�...� - FI W 'TO BE fLAO POLE + + + + + + + + + + + 0 OSITE SWEET ROAD 1. REVISED LIGHTING FIXTURE 4. A FINAL SIGNOFF FROM C.T. MALE. 99 0.0 0.0 0.0 0.0 0.3 0.4 0.2 0.1 0.1 0.0 LOCATIONS 5.THE APPROVED COLOR SCHEME IS OPTION 2 AS °' PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE 0.0 0.0 +0.3 +0 1 ':`+0. 1 +0.0 + .0 1 GREEN AND THE BENJAMIN MOORE BRUSHED ALUMINUM, CAR WASH ASPHALT DRW m i ` 6WN 6F QUEEra IBURY THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED BY + + + + + cOMMUN' `_ 0 ` E OPMENT' JARRETT-MARTIN ENGINEERS AND RECIEVED IN THE TOWN 0.0 0.1 2 0.0 .0 A 1. REVISED PARKING AND HANDICAP ACCESS FOR E"'E POST AND L FENCE x BUDGET INN BUILDING - 2 SPACES ELIMINATED PLANNING BOARD ON APRIL 8, 2005, SHEET DR-1 . d, D3 u F 10 2006 �� +o.o +o.o +o.o +o.o +o.a Aco .4;�tv�IVa�. ,,�W.. o P 01/25/06 02 REVISED SITE DESIGN - SEE NOTE C1-7 ON DRAWING C1 FM EXEC. oCn 11/21/05 1� REVISED PER TOWN SANITARY DEPT COMMENT(NO CHANGE THIS SHEET PLB o 0 REVISIONS A - I NOT LISTED TSM _ i 9 DATE REV # ISSUED / REVISIONS BY 97 f _ _ _ _ P DRAWING: 0 ---__ _ _ __ _ _ _ �---- ��P�EOF"F� PARKING / LIGHTING PLAN C2 _ _ *- OMAs �- Q _ m - `'9� ° COMMERCIAL SITE PLAN OUTBACK RESTAURANT / BUDGET INN Q)°' GRAPHIC SCALE WEEKS ROAD NYS ROUTE 9 � 40 0 20 40 80 160 09 ���,�� QUEENSBURY, NEW YORK - 4 SSIONAL a� JARRETT - MARTIN ENGINEERS, PLLC O a ( IN FEET ) o H. THO AS JARRETT PROFESSIONAL ENGINEERING 0 W PARKING / LIGHTING PLAN P . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 OPYRIGHT©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 a� SCALE: SEE GRAPHIC SCALE ILL. WITH A _-SEALSh=__E_ ',S _PEDTRUE JULY 2003 PRO# 03-045 SHEET: 2 OF 9 -_=LICENSE - vTExcEPr 'LICENSEE FILE F:\345070903 BHATTI RESTAU-NLAWFUL. RANT DESIGN.DWG PLOTTED/REVISED:02/14/06 12:OOpm LL _`.v�_ _ SUBSURFACE INVESTIGATION: m I I TEST PIT #1 GRADE DRIVEWAY APRON TOWARD ro 0 - 4" DARK BROWN TOPSOIL < EXISTING ROUTE 9 GUTTER� EXISTING CATCH DRAWING NOTES: 4 - 12" LIGHT BROWN COARSE GRADED SAND I ( BASIN) C2-1) BASESHEET FROM DAVID J. BOLSTER LICENSED LAND SURVEYOR. DRAWING ENTITLED "MAP 12- 17 DARK BROWN TOPSOIL °�'�c8O7�"A'' 81AC""P 17- 33" LIGHT BROWN MEDIUM TO COARSE SAND CROSSWALK/ SIDEWALK DETAILS TO BE OF A SURVEY MADE FOR NASREEN KHU SIMILAR TO SOUTHERN ENTRANCE RSHID AND KHURSHID MASIH". 33- 36" LIGHT BROWN COARSE SAND i m \o \ - -36" BOTTOM OF HOLE PER CREIGHTON MANNING ENGINEERING. LLC C2-2) DEEP TEST PITS ARE TO BE PERFORMED TO THE WEST AND NORTH OF THE POOL AREA TO \ CONFIRM CONSISTENT SOIL CONDITIONS AT THE TIME OF THE POOL REMOVAL. TEST PITS TO\ BE POND 5 TABLE C3.1 �- �t;, \ of POND 7 TABLE C3.1 WITNESSED BY ENGINEER. NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER - - F. C3 RETAINING W \ C3 ® C2-3) SEE DRAWING C5 "LAYOUT & UTILITY " TEST PIT #2 I % TOP OF GRATE 100.5 uN ` / TOP OF G ITV PLAN FOR AREAS TO BE RATE 99.25 CURBED. 0 12" DARK BROWN SANDY TOPSOIL i i "' \ PGRCH 1 \ \ . 5 12- 30" LIGHT BROWN MEDIUM TO COARSE SAND i 9 75 I °BW 30- 34" LIGHT BROWN COARSE SAND ' � �34" BOTTOM OF HOLE T.P./ TEMPORARY SEDIMENT/ INFILTRATION I # I I BASIN NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER x MO7EL I I TEST PIT #3 1 0.75"N's P.T. #2� L tA�, �srT�� // l �/ a �� o APPROX. LOCATION 0 - 8" DARK BROWN SANDY TOPSOIL �1 UNICIPAL SEWER 8- 19" LIGHT BROWN MEDIUM TO COARSE SAND x/ 7. o � ATABLE C3.1 19- 32" LIGHT BROWN COARSE SAND 102 TABLE C3.1 32" BOTTOM OF HOLE � I FI= 101.75 POND 9� � C3 A POND # # OF CULTEC UNITS NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER �I I ® /� 1 o TOP OF GRATE 98.5 3 6 102 �� _. � b � TEST PIT #4 � \ \ 6' " [��, � � 5 12 0' {MIN.) NO�CU 0 - 5" DARK BROWN SANDY TOPSOIL (MIN.) AREA 102. 0 2. ` I � � 5 - 23" LIGHT BROWN MEDIUM TO COARSE SAND 3 7 10 % 1 0.75u" ` T.P! POND 11 TABLE C3.1 23- 33" LIGHT BROWN COARSE SAND o 34" BOTTOM OF HOLE 11 .5 j �' Oil C3 9 10 A -1 e F TOP OF GRATE 99.� 11 c� r 10 o NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER x w 0., / z PERCOLATION TEST #1 x .5 = SASN 13 10 = TEST DEPTH: 36 ® I r I W / 14 � SOIL: LIGHT BROWN COARSE SAND I 15 ' I STABILIZED PERCOLATION RATE OF 29 SECONDS. FUTURE TREE LINE; / cn NO CUTTING/ G 10 - 17 10 TO WEST OF TREE LINE \ / 99.75 w I Y PERCOLATION TEST #2 = Phe tree % \ / n < TEST DEPTH: 34" , Q � / 9 a U ------ 0° SOIL: LIGHT BROWN COARSE SAND FUTURE DRYWELLS AND � � 9 .7 � 5 8'fd DRYWELL (TYP.) u¶� C3 � STABILIZED PERCOLATION RATE OF 22 SECONDS. SUBSURFACE CHAMBERS; � -' \ 22 TOP OF GRATE C° PERCOLATION TEST #3 TO BE INSTALLED AT TIME OF DOWN SPOUT 98.75 o _ 32" FUTURE PARKING CONSTRUCTION 102- C / PT. #4 1 0n< CULTEC "RECHARGER 330 HD" TEST DEPTH: OW I I / CHAMBERS OR EQUIVALENT o SOIL: LIGHT BROWN COARSE SAND (TYP.) COULD NOT FILL HOLE FAST ENOUGH TO MEASURE DROP. T, C-3.1 - / o POND 15 TABLE C3.1 1. ADDED SPOT ELEVATIONS AROUND POND 3 TABLE C3.1 I PONDT3 / - ® ® DRYWELL ENTRANCES TOP OF GRATE 10( BASN o PERCOLATION TEST #4 C3 C3 / / / CATCH C3 TOP OF GRATE 102.25 / FF 100.5 / PORARY SEDIMENT/ INFILTRATION 2. ADJUSTED FINISHED CONTOURS o TEST DEPTH: 33" BASIN m SOIL: LIGHT BROWN COARSE SAND ® (TYP. FOR 2) 1 o'I Cam' o STABILIZED PERCOLATION RATE OF 14 SECONDS. I' _ " _ I / 3. ADDED EXISTING AND PROPOSED SPOT \ / ELEVATIONS TO SOUTH ENTRANCE AN OPEN TRENCH WAS OBSERVED BY JARRETT-MARTIN ENGINEERS AT THE \ / POND 1 TABLE C3,1 in TIME OF THE ROUTE 9 SEWER INSTALLATION. TRENCH TO 8'+ CONFIRMS \ / 7 CONSISTANT SOIL WITH NO EVIDENCE OF GROUND WATER. C3 0 m ® .5 s TOP OF GRATE 97.5 A 1. REVISED GRADING LINE 98 SOUTH OF THE _0RESTAURANT 140' EXISTING BUFFER co SRA' C° o \ \ / / / X �9l� ACCEPTABLE FILL MATERIALS \ / \ ° Bo A` ASTM D2321 ASTM D2487 AASHTO M43 COMPACTION DENSITY REQUIREMENT �' 9 .(: UT s� CLASS DESCRIPTION / / NOTATION DESCRIPTION NOTATION I �� 00 d'0 WASHED, CRUSHED OPEN-GRADED CLEAN ANGULAR CRUSHED STONE, STONE BETWEEN IA MANUFACTURED N/A CRUSHED GRAVEL, CRUSHED 5 FOUNDATION: AT LEAST 2 lu) 9 SW�'�'7 TO 1' TO 2" IN SIZE AGGREGATES 56 PERPENDICULAR PASSES OF VIBRATORY j� SLAG; LARGE VOIDS WITHROLLER WITH FULL DYNAMIC FORCE. o I 98 .2 L LITTLE OR NO FINES co / 19 FILL: COMPACT WITH A WALK-BEHIND EROSION / SEDINMENT NOTE: ES-1 _ a �s NYSDOT DWGS MD-1 & TSP-1 PLATE COMPACTOR OR VIBRATORY CONTROL (TYP.) ✓ ROLLER, DYNAMIC FORCE <10,000 LB G ENGINEERING, LLP CLEAN, WELL-GRADED GRAVEL, � '� � l ) EC1 BY CREIG WELL-GRADED _ _ GRANULAR SOIL II COARSE-GRAINED GW57 FILL: COMPACT TO A MINIMUM OF 95% 9 �W4 K SOILS <5%GRAVEL/SAND MIXTURES, 6 STANDARD PROCTOR DENSITY IN 6" ruc _ 99 cS �® 67 LIFTS. USA A VIBRATORY A MAXIMUM GROSS VEHICLE OLWEIGHT LER ITOF r' COARSE-GRAINED WELL-GRADED GRAVEL WITH GRAVEL 12,000 LB AND A MAXIMUM DYMANIC VSCALE: RADING / STORMWATER PLAN G - I I III SOILS WITH FINES GW-GM SAND SILT MIXTURES, 5-127 AND FORCE OF 20,000 LB. O FINES SAND NELOW GEOTEXTILE FABRIC SEE GRAPHIC SCALE WITH BELOW <10% c WELL-GRADED GRAVEL WITH FINES GW-GC SAND SILT MIXTURES, 5-12% 0 HEAVY DUTY CAST FINES GRAPHIC SCALE WELL-GRADED WELL-GRADED SANDS, IRON FRAME & GRATE SAND N/A N/A SW GRAVELY SANDS; N/A FILL: COMPACT TO A MINIMUM OF 95% (RISER(S) AS NEEDED) 40 STANDARD PROCTOR DENSITY IN 6" 0 20 40 80 160 <5% FINES LIFTS. US A VIBRATORY ROLLER WITH A 0_ FINISHED GRADE SLOPE GRADE TOWARD GRATE MAXIMUM GROSS VEHICLE WEIGHT OF WELL-GRADED SAND WITH SW-SM GRAVEL SILT MIXTURES, FORCE F AND A MAXIMUM DYMANIC " '� REFER TO ASTM D2321, ASTM D2487 AND 5-12% FINES FORCE OF 20,000 LB. � TOP SLAB NOTE: 1 (TYP.) � 30" 8" (MIN.)® 1Y2 -2 WASHED CRUSHED STONE AASHTO M43 FOR MORE COMPLETE BELO --� ( ) DESCRIPTIONS. "FINES" REFERS TO SOILS W IN FEET PASSING THE #200 SEIVE WELL-GRADED SAND WITH COMPACTED FILL; SW-SC CLAY (OR SILTY CLAY)/. 12"B PIPE COMPACTION TO 90% STANDARD GRAVEL MIXTURES, 5-12% FINISHED GRADE 10 SEE ACCEPTABLE FILL MATERIAL ABOLETOR FINES _0 E 12" TEE 12"PJ TEE` (PARKING AREA) D1 m AJ CULTEC 410 FILTER TKi`vvJ w FABRIC (TYP.) CaMMUI; J , IF`q. } MIN _ / d 1 w 6„ /\\ / / /\ < B&C PLA i N� t ACO O `' ''- 3" _ 12 MAX. -0 4 0 c , co SECTION CULTEC INSTALLATION ® / //\//\\ 01/25/06 2 REVISED SITE DESIGN - SEE NOTE C1-7 ON DRAWING Cl SM/PL SEE SECTION A ON DRAWING C3 '�\//\\//\\/ \ \//�\\ U 11/21/05 1 REVI PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A SED PER TOWN SANITARY DEPT COMMENT(NO FORT MILLER DRYWELL / �\ \i/\\6 RESOLUTION ADOPTED APRIL 26, 2005 BY T ( O CHANGE THIS SHEE PLB HE PLANNING OR EQUIVALENT j //\/ \� \<,? . 2 BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK REVISIONS A - I NOT LISTED SOLID CONCRETE 1 '-0" ,�\\/\\ 2 -o TSM i BASE %//\/ WITH THE FOLLOWING CONDITIONS: g -p CLEAN (WASHED) UNIFORM SIZE \\/\\ \ \//\ E \//\/ \ \/ 1 . A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE DATE REV # ISSUED REVISIONS E 10'-0" (MIN.) COBBLES (PREFERED). CRUSHED \/\ Bl, \\/\\/\\' OF THE BUILDING PERMIT. DRAWIN O STONE OR GRAVEL , , G. %i%i/ %/\//\%\/\%\ 6 4 -4 \\\ GRADING ST NOTES: / / / / / //\//\//\//\, 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURE`. / ORMWATER PLAN C3 \� \/\\ \/\\/\\ \/\\/\\/\\/ \\/\\/\\/\\/\ Z E OF //,// //\//\//\ \//\//\//\//\//\//\//\/\/\i\/�/ /\/\/\/\/\/\/,\/\ P NF 0 1 . 6" (MIN.) THICK TOP SLAB IN NON-TRAFFIC AREAS, \ \ \ \ \ \ �\, �/\/\/� / / / / N \" \�\j\j\ \j\\/�\/ / /\/\ \\/\\/�/�/�//\\//\\//\\/\//� 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR ,�4MASo COMMERCIAL SITE PLAN COVER DESIGNED FOR H-20 TRAFFIC LOADING FOR /, /\ ,, \ /\/\/\ "' AREAS SUBJECT TO VEHICULAR TRAFFIC. 1 '-0" �\`i\\/�\\/i�\!��/i. /% COMPLIANCE PRIOR TO INSTALLATION. z = 9� OUTBACK RESTAURANT / BUDGET INN (TYP.) CULTEC RECHARGER 330HD 4. A FINAL SIGNOFF FROM C.T. MALE. m y Q NYS ROUTE 9 2. INSERT GEOTEXTILE UNDER GRATE DURING HEAVY DUTY H-20 CHAMBER TYP. o 'L o y a, CONSTRUCTION (CONTINUE UNTIL PAVEMENT/VEGETATION IS (SEE TABLE C3.1 FOR # OF CULTEC UNITS 5.THE APPROVED COLOR SCHEME IS OPTION 2 AS QUEENSBURY, NEW YORK� � G^`,� °- ESTABLISHED) MONITOR GEOTEXTILE & CLEAN/REPLACE AS REQUIRED. IN EACH POND ) PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE JARRETT - o GREEN AND THE BENJAMIN MOORE BRUSHED ALUMINUM, MARTIN ENGINEERS PLLC THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED BY - PROFESSIONAL ENGINEERING � o JARRETT-MARTIN ENGINEERS AND RECIEVED IN THE TOW% H. THO IAS JARRETT NrJ STORMWATER DRYWELL DETAIL PLANNING BOARD ON APRIL 8 20 P. . # 57509 1 05, SHEET DR-1. 2 EAST WASHINGTON STREET PHONE: (518) 792-2907 C3 SCALE. N.T.S. A CULTEC INFILTRATOR SECTION FAX: 51s 7 - PYRIGHT©2002 GLENS FALLS, N.Y. ( ) 98 1864 COPIES C=-HIS DRAWING WITH A Acl C SCALE. N.T.S. =SEAL SHr__BE CONSIDERED TRUE J U LY 2003 - =NDVAl-D PRO# 03-045 SHEET: 3 OF 9 _= TJON OFCENSEE--s ccs._v-ExCEPr FILE F:\345070903 BHATTI RESTAURANT DESIGN.DWG cFNSE� N=_, s ,\L AWFUL. PLOTTED/REVISED:02/14/06 12:OOpm CURRENT TREE LINE; SEE DRAWING C3 FO TREE LINE NOTES SEE DRAWING C3 FOR TREE LINE AS NEEDED FOR FUTU E PARKING EXISTING TREES AS NEEDED FOR FUTURE PARKING 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM I SKINNING AND FILLING AROUND BASE. Ali2. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND ALL SOIL AMENDMENTS. 27-A x x 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX, x OR APPROVED MIX, AT A RATE OF 51bs PER 1000 sf, STARTER FERTILIZER (5-10-5) x I AT 40 Ibs. PER 1,000 sf AND MULCHED WITH STRAW OR HYDROSEEDED. 1-HL 1-HL 6_� 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 Ib per 20 sf. - 6'"� 1— 1-HL -0 C' r- 5. MULCH FOR TREES AND SHRUBS SHA LL BE COARSE SHREDDED BARK, 1 1-CP �� CONCRETE FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. I _ �y x x 10-BS 10-B 6. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, x x W£ 4- • I FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. x SERVICE z ❑ • x x LAWN 12—ST ; 1—HL 12—S 7. THE CONTRACTOR SHALL INSTALL ALL PLANTING IN STRICT ACCORDANCE WITH x 12-ST w w THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. x 2-CG w w 2-AW' x 4-HS 10-BS 10-B 6-ST 6BS 1-SA� 6-ST — � � n en Z o PB aW I 0 2-CG 1-EG Q x 1-CG 5-BS o 4-ST 0 LAr ANNUALS z PROPOSED 5-ST ® ®_ A I g 3_ - OUTBACK STEAKHOUSE 1-SD b 15-ST a4- 1-SA RESTAURANT o 0 0 CO m 9-BS ANNUALS 3-PB I— x PORCH PORCH 0 2-PB 3-CG M w w x 000 6-ST x 1-SA r- ° b 0 10-ST ° ° b 6-HS 5-AW 9-BS =O Z O 0 6-ST 5-EG y 0 24-BS b 4-HS W 2-PB b - 4-SC v 3-PJ o 3-PJ LAWN a; 5-ST b b b b ° 5-ST PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A V) 3—WE 3-PB CONCRETE WALK 3—PB PORCH PORCH RESOLUTION ADOPTED APRIL 26, 2005 BY THE PLANNING BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK ° 4-BS b b ® ® -AW b, ° 4-BS 4-B ° ° 5—s ° 1_SA WITH THE FOLLOWING CONDITIONS: U 4-BS M o ° b �- - H � w w w 1—$D ° 3 _ o o 6% 12-ST b 3- B ® ® \ 1 . A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE � � 1-LL 1-�12-ST 3- B ° 12-ST OF THE BUILDING PERMIT. �' 12-ST N 0 5-WE 4-SH 3-PB 4-SHSD 1 CBS 1 • I 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURES. LAWN 4-BS 4-BS 3-SC 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR T LA�� • COMPLIANCE PRIOR TO INSTALLATION. N O 1-LL 4_PB b b 1_LLA GIBS z� 5-WE 4-P9RM 5-WE �4-PBR 6- 7-PB 6-RG 4. A FINAL SIGNOFF FROM C.T. MALE. SH ° b 7-SH 18-BS / 5-THE APPROVED COLOR SCHEME IS OPTION 2 AS 1-U- PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE b u • 5- b b lIX� 8 WE � ° ° ° b b b ^ ^ GREEN AN E w 4'- BDX 4-PB 9- B Al-LL w w b , b %;Do ' D THE BENJAMIN MOORE BRUSHED ALUMINUMC ENTER w 1 _ 1 60 -ST B 1- b b $I( , 1_LL ^ THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED BY 0 12-ST w m 6 ^6 SH - w ^ 4-RG ^ ^ I JARRETT-MARTIN ENGINEERS AND RECIEVED IN THE TOWN 20-ST APLANNING BOARD ON APRIL 8, 2005, SHEET DR-1 . i= � Lp►WN b b b b c� U " • o 0 0 o b b o 0 0 0 o b b b b o 0 o 0 0 o 60�p o a o o LAWN 30-BS 10-ST �� ® r b •b b b • b v >0bM 3132/ON00 — m V7" 413N(JN00 LANDSCAPE PLAN p� Lv I SCALE: SEE GRAPHIC SCALE y PLANT LIST GRAPHIC SCALE °' -- - - 20 0 10 20 40 80 SYM BOTANICAL NAME COMMON NAME QUA`.. ZE REMARKS m TREES Landscape Plan Prepared by: m g & g HL GLEDITSIA TRI. INERMIS HONEY LOCUST _ - 3.5 in CAL ( IN FEET ) CID PYRUS CALLERYANA REDSPIRE REDSPIRE GALLERY PE MILLER ASSOCIATES LANDSCAPE ARCHITECTS 3 � - 3.5 in CAL B & B 169 Haviland Road o LL TILIA CORDATA "GREENSPIRE" GREENSPIRE LINDEN 9 3 — 3.5" CAL g & g Queensbury, New York 12804 01/25/06 02 REVISED SITE DESIGN - SEE NOTE C1-7 ON DRAWING C1 '"0 SA FRAXINUS PENN. LANC. SUMMIT SUMMIT ASH 5 3 - 3.5" CAL B & B SM/PL 0 Cn RM ACER RUBRUM RED MAPLE 3 3 — 3.5 in CAL B & B 11/21/05 10 REVISED PER TOWN SANITARY DEPT COMMENT(NO CHANGE THIS SHEE PLB ° SD MALUS SNOW DRIFT SNOW DRIFT CRABAPPLE 4 2 - 2.5 in CAL B & B m WS PICEA GLAUCA WHITE SPRUCE 4 4 - 5' HT g & g REVISIONS A - I NOT LISTED TSM SHRUBS DATE REV # ISSUED/ REVISIONS ° BY E SC PRUNUS CISTENA REDLEAF SAND CHERRY 10 3 - 4' HT g & g DRAWING: 0 AR THUJA OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE 27 3 - 4' HT B & B LANDSCAPE PLAN C4 n SH ILEX GLABRA SHAMROCK COMPACT SHAMROCK HOLLY 49 24 - 30 in B & B COMMERCIAL SITE PLAN iNNOc �:II F- s,, 0 No WE EUCNYMUS ALATUS COMPACTA DWARF WINGED EUONYMUS 36 30 — 36 in B & B OUTBACK RESTAURANT / BUDGET INN COMMUNITY - :N NT Cn PJ RHODODENDRON PJM PJM RHODODENDRON 6 30 - 36 in g & g NYS ROUTE 9 �+ s L` CG ILEX MESERVEAE CHINA GIRL CHINA GIRL HOLLY 10 30 - 36 in B & B QUEENSBURY, NEW YORK FEB 1 _RG BERBERIS THUN. ROSE GLOW ROSE GLOW JAP. BARBERRY 18 24 - 30 in g & g PERENNIALS V ARRETT - MAR PAN ' '� .- ° TIN ENGINEERS PIiL = � PB BERBERIS THUN. CRIMSON PIGMY CRIMSON PIGMY JAP. BARBERRY 64 3 gal CONTAINER GROWN ST HEMEROCALLIS STELLA-D-ORO STELLA D ORO DAYLILY 207 1 GAL PROFESSIONAL � ". EXEC.i��R.� 0 ESSIONAL ENGINEERING o AW SPIREA BUMALDA ANTHONY WATERER ANTHONY WATERER SPIREA 12 3 gal CONTAINER GROWN BS RUDBECKIA GOLDSTRUM BLACK EYE SUSAN 190 1 GAL `V Si JUNIPERIS VIRGINIANA SKYROCKET SKYROCKET JUNIPER 16 4 - 5' I-- CONTAINER GROWN HS 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 HOSTA VAR. HOSTA VARIETY 18 1 GAL GLENS FALLS, N.Y. FAX: (518) 798-1864 EG EUONY��IUS FORTUNEI EMERALD GAITY EMERALD GAITY EUONYMUS 10 3 gal. CONTAINER GROWN ANNUALS RED BEGONIA — CHANGE SEASONALLY JULY 2003 SHEET: 4 OF 9 o PRO# 03-045 - __:F/03045121304 OUTBACK LANDSCAPE.DWG PLOTI-ED/REVISED:02/14/06 12:00pm DRAWING NOTES: C2-1) BASESHEET FROM DAVID J. BOLSTER LISENCED LAND SURVEYOR. DRAWING ENTITLED "MAP OF A SURVEY MADE FOR NASREEN KHURSHID AND KHURSHID MASIH". t I I BLACKTOP PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A RESOLUTION ADOPTED APRIL 26, 2005 BY THE PLANNING BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: \ \ 1. A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE — — — — ut 5� � o 1 6"0 PVC GRA EWER ® 2X SLOPE OF THE BUILDING PERMIT. PER TOWN OF U ENSBURY STANDARD A \ �' 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURES. W RETAINING W �� MOTE w uNI TSL _ 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR w \ COMPLIANCE PRIOR TO INSTALLATION. w / PORCH C ' ❑ CATCH BASIN 4. A FINAL SIGNOFF FROM C.T. MALE. 5.THE APPROVED COLOR SCHEME IS OPTION 2 AS / PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE GREEN AND THE BENJAMIN MOORE BRUSHED ALUMINUM, / RADIUS 2'I' (TYP ) MOTEL '� THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED � 5' R / � ' uN�rs , � 1 » � JARRETT—MARTIN ENGINEERS AND RELIEVED INTHBY 15�-8TOWN • u D.5 R �/ t r, EXISTING SEWER LATERAL Q PLANNING BOARD ON APRIL 8, 2005, SHEET DR-1 . ",�i 16 6" WATER SERVICE; / a � LOCATED IN FIELD / D1 JME 01/25/06 1 2 45' WYE / 0 2'-0" 0 WATERTIGHT MANHOLE FRAME & CO / I v 0 LR. OPENING SYRACUSE CASTINGS #1502 OR UIVALENT; v o / O GRADE TO DRAIN AWAY FROM OVER 9 PARKING SPACE (TYP.) / 0-4 24'7 o" CONCRETE GRADE GS Y FINISHED GRAD (AS NEEDED) L --4 25t_o�1 m 2 —6 MAX. COVER BE RATED - I » �..- o FOR —20 LOADING ��.{ 25 0 I MOTEL PEDESTRIAN O / uNrrs j CROSSING SIGN / j `� G2) 1500 GAL 19 / o RISER AS .• �. INTS TO HAVE I ❑ TRAPS D3 / / � REQUIRED :l. 1 WATERTIGHT SEAL (TYP.) O I o 1 O.0 , I ` m I 5' R ' 3 8 CURBING ALONG ALL / 10'-010 PARKING SPACES FACING ® A / D1 ROUTE 9 / CAST CONCRETE MANHOLE _ GN lGN / o ,> SEC N BY FORT MILLER CO. ' rt I �cnrcx KITCHEN/WASTE O / 4 —0 � �. OR EQ ALENT / = BASIN o _ " _ 20' R / / `n CRUSH STONE BASE 2 /0 8„ 5' R 33' R/ 2 \ 9 6w 0 PVC GRAVITY SEWER O 2X SLOPE / ---- / NATIVE SOIL —o" 1' 10• R D1 PER TOWN OF QUEENSBURY STANDARD; cn O.D. S 5' R A / LOCATEED IN FIELD BY JME 01/20/06 N / /IV OUT = 98.5 <� � ��� ii � ,. � S / I A �rt I � / / o P S "1 10' R/ 6" PVC ® 2X MIN. A prime tr e 6" PVC 2XMIN. 4'-0" (MIN.) — T / ( 1 N v v uTi� / / uT" 6" WATER SERVICE / A45' WYE 1 \ CONNECT TO QUEENSBURY A co o _ W 16 WATER MAIN (PER TOWN A / �rlc D1 STANDARDS)• LOCATED IN 18 BUILDING TRAP o Q 27 MANHOLE DETAIL �\ CLEANOUT 28 / 'r4'-6" _ FIELD BY JME 01/20/06 45 ELBOW D3 BACKWATER VALVE cn �� SCALE: N,T.S. C5 A(MAX.) / _ PEDESTRIAN .0 "�.{ 24'-0" A8' WIDE ACCESS ISLE — / CROSSING SIGN / / �:� 5 R �CATCx / INV OUT = 98.5 _ N BASIN / NOTE: ES-1 EROSION SEDIMENT / SANITARY WASTE ONLY / / A / (NO KITCHEN WASTE) 0 5' R CP oX o EC1 CONTROL (IYP.) BUILDING WASTE PLAN / � A10 —0 24 \ — _ / / » 24'—O" SCALE: SEE GRAPHIC SCALE o \ r l --� c0 \ / / 10 —0 GRAPHIC SCALE m \ \ / 10 0 5 10 20 40 o A 2 —9 2 2>4 _0 , " STOP BAR ( IN FEET ) 117 —0 0 R S/G L G-- MOM= HYDRANT LOCATION Q 10, RA c: oX Gas Vaults°' � X° SIGNAL PATTERN NUMBER 4153 OR EQUIVALENT CONNECTION LOCATIONS BASED ON FIELD MEASUREMENTS BO ACCESS FRAME & COVER BY SYRACUSE CASTING; \ � \ \ j � � '� \ / N � UTI �__sIGN A BY OWNERS CONSTRUCTION MANAGER ° �/ , ❑ 5 R 3 _ '_6- I ® ADJUSTED LOCATION OF i ivviv`ivvivvivvivvi�vi` 10' R � 12'-0" / ti S WEE T RADII LEADERS Lo \ 45° ELBOW r CD `� \j\ \�TO MUNICIPAL SEWER ' REP VE AR ND EXISTING NO \\ \/ 07'-6" VAL A 01/25/06 2 REVISED�T' — 1 SITE DESIGN - SEE NOTE C1-7 ON DRAWING Cl SM/PL In INVERT TO MATCH ` ' _ �— CROSS SOIL LINE SS WALKSIGNAL POST 11/21/05 10 REVISED PER TOWN SANITARY DEPT COMMENT PLB o °- 99 ACURBING; TYP FOR ALL ENTRANCES s I REVISIONS A - I NOT LISTED 1 TSM .� � \ 10 FT INTO TANGENT SECTION) D1 ► UTILITY PO T BE REMOVED; DATE REV # ISSUED REV ISIONS VISIONS E 28 CLEANOUT DETAIL PROTECT P G ACTIVE OUND TIA ONONDUITS/ WIRINGA BY E A SCALE: N.T.S. \ DRAWING: Cg CAR WASH ASPHALT DRIVE A LAYOUT & UTILITY PLAN �' a o CE OF �''1 o I m AP Al, V 5 c ��° qsv9 � COMMERCIAL SITE PLAN OUTBACK RESTAURANT / BUDGET IN 'MUNITYaEVELOP nl m y Q RECEIVED QUEENSBURYUNEW YORK FEB 15 2006 GRAPHIC SCALE CALE LAYOUT & UTILITY PLANI ri 30 0 15 30 60 120 15 SCALE: SEE GRAPHIC SCALE JARRETT - MARTIN ENGINEERS pIJ 'I�L o H. TH IAAS JARRETT PROFESSIONAL ENGINEERING ( IN FEET ) P.E # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 i.� PYRIGHT©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 0 0N_ :SPIES(f THIS DRAWING W7Fi A WDVALID JULY 2003 PRO# 03-045 SHEET: 5 OF 9 BLL-:=1L SHA.L BE CONSIDERED TRUE ALr_---oN o Is --DCUN­NTEXCEPT L. B'-' _:ENSECcAD FILE F:\345070903 BHATTI RESTAURANT DESIGN.DWG PLOTTED/REVISED:02/14/06 12:00pm �__� SJV A'.V=UL. 5'-0" 5'-0" 5'-0" ACCESS RAMP 12 POST SIGN CENTER ON PASSAGEWAY SIDEWALK D1 STABALIZED CONSTRUCTION ENTRANCE NOTES: D1 1 . STONE SIZE — USE NO. 2 STONE OR RUBBLE. 5'-0" 2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. 3. THICKNESS: NOT LESS THAN 6". 4. WIDTH: 10' MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 4" WIDE DIAGONAL RESERVED 5. FILTER FABRIC: WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. 6" CURB STRIPING; 2' O.C. � 12"x18" D� CONCRETE SIDEWALK DETAIL (TY P.) �P.) TO CURB M.U.T.C.D. 6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. ( ASPHALT 10 1 �> PARKING DRIVEWAY D1 7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY INTERNATIONAL 6 _p 6 MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED SYMBOL OF STEEL CHANNEL 4" + oa000a000a0000000o ONTO PUBLIC RIGHTS—OF—WAY MUST BE REMOVED IMMEDIATELY. o�oo�oo�oo�oo� 00 0 Oo o °o ° po 0 Oo _ COLOR LO R — BLACK a ACCESSIBILITY o00 000 000 0 00000 00 00 000 000 0 8. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC °�°� °�°� °� °� °�p,°� RIGHTS—OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA OF STABILIZED STONE 00 00 800g880 �4g0�8� 4" 18'-0" 1 �_p„ Oo�Oo Qoo�� AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SUBBASE COURSE; NYSDOT ITEM 304.05 TYPE 4 COMPACTED TO 950 STANDARD PROCTOR 0 BLUE BACKGROUND o w/ WHITE SYMBOL POST SIGN DETAIL w PD1 SCALE: N.T.S. UB DETAIL C� *% �SCTLE: N.T.S. Z Q C.� u u U) U 9o_Or Q m LSTANDARD PARKING 1 8'-0" o SPACE CD TOOLED SCORE JOINT EXPANSION JOINT; 0 5' O.C. (TYP.) 25' O.C. (TYP.) N 6 TYPICAL PARKING AND HANDICAP PARKING DETAIL O LO PC 2 SCALE: N.T.S. 0 BROOM FINISH PERPENDICULAR 10'-0" 40'-0" (MIN.) +, GRADE (FINISHED / EXISTING) TO WALK DIRECTION (MIN.) 11" COMPACTED TOP 0 NYSDOT ITEM 403.16 TYPE 6 a� C/O 22" COMPACTED BINDER ~ iL 11 � , NYSDOT ITEM 403.13 TYPE 3 2 3 TOOLED EDGE; BEND AS REQ'D J" RADIUS (MIN.) 0 1/8"/FT (MIN.) SUBBASE COURSE; PLAN SADDLE OR WYE W TYPE04 COMPACTED5T0 TOOLED SCORE JOINT; cn CAP OR PLUG � (SHOWN OVERSIZE.,,. RADIUS, DEEP w<• ;jam=: ;j � 95� STANDARD PROCTOR EXPANSION JOINT FOR C z " . Fk'` . I SAW CUT BITUMINOUS EXPANSION 1 —0„ o 000 000 000 000 000 000 00 00 °oo� °000 ° 0 0 0 0 ��//;//;,//;//;//\ - '�� _� ~� �= r' / � � 0 Bg0�8 0�°�0�°�0°�°�0°� 0�°� 5 JOINT FILLER w/ SEALANT, TOOL BOTH EDGES r ' o ADAPTOR FITTING\//�%s '` _. _ `Y "� "-'=K� , ` 'j /\\/� \ \ S NYSDOT ITEM 4 z -Lj CD 1('IN)' "+ + SUBBASE COURSE; 30 .05 �- i R E M \ \ \ TYPE 4 COMPACTED TO 95% STANDARD � \\i\\\\\\\\\\\\\\\ ' `'''''� ADAPTOR FITTING]\\\\\' EXISTING UNDISTURBED OR (MIN.) PROCTOR W o \ \ \ \ \ BEDDING PER GEOTEXTILA E \��\��\� /\/\ \ \ \AS REQ D COMPACTED SUBGRADE SANITARY SEWER MAIN /�//�%/��%/�% TOWN OF QUEENSBURY FABRIC STANDARDS 0 6"x6"=W1 .4xW1 .4 WWM EXISTING SUBGRADE 10'-0" 6" (MIN.) CRUSHED STONE OVER AT MID DEPTH SECTION COMPACTED FABRIC SUBGRADE A RICUBGRADE AND U 9 SEWER LATERAL TIE IN DETAIL 1 O TYPICAL PARKING AREA PAVING DETAIL �� SCALE: N.T.S. NOTE: C2 SCALE: N.T.S. DRAWING C5 FOR PIPE SIZES, MATERIAL, /12 ' TYPICAL SIDEWALK DETAIL 0° ASEE AND SLOPES P S C2 SCAL= N.T.S. U ® 25 STABALIZED CONSTRUCTION ENTRANCE DETAIL OSCALE: N.T.S. 1 ' MAX FROM PROPERTY LINE ROADWAY CURB FLUSH W j 1VEMENT c OR 1 " RE. IN FINISHED m e^ GRADDE MUELLER CURB BOX m OR APPROVED EQUAL VALVE BOX LO :T—(TELESCOPE PATTERN) PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A RESOLUTION ADOPTED APRIL 26, 2005 BY THE PLANNING 5' MIN. 6 MIN. CURB STOP MUELLER ORISEAL � ��i;;�%�%�%�%�% i��ii��i��%`� w� BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YO K 01/25/06 R REVISED SITE DESIGN - SEE NOTE C1-7 ON DRAWING Cl (NO CHANGES T IS SHE T) o OR APPROVED EQUAL z z WITH THE FOLLOWING CONDITIONS: ,� Q 11/21/05 10 REVISED PER TOWN SANITARY DEPT COMMENT(NO CHANGE THIS SHEETPLB U o o 1 . A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE o TEMP. CAP OR10 Li > OF THE BUILDING PERMIT. REVISIONS A - I NOT LISTED TSM n PLUG AS NECESSARY O 0 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURES. DATE REV # ISSUED / REVISIONS BY 1 34" SIZE MIN. TYPE K 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR E WATER MAIN � • COMPLIANCE PRIOR TO INSTALLATION. GENERAL CIVIL DETAILS DRAWING: E COPPER PIPE TO HOUSE ° U TO BUILDING ° �p�E OFNF D1 4. A FINAL SIGNOFF FROM C.T. MALE. pMAs 5 � ° �f- � J ° �. v o COMMERCIAL SITE PLAN O 3/4" COPPER TUBING (TYP. K) 5.THE APPROVED COLOR SCHEME IS OPTION 2 AS o SOLID CONCRETE BEARING m ci ~ OUTBACK RESTAURANT / BUDGET INN N (OR SIZED AS REQ'D) BLOCK OR C.I. FOOT M.J. GATE VALVE (PROVIDE PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE z = cn THRUST RESTRAINT AS REQ'D) GREEN AND THE BENJAMIN MOORE BRUSHED ALUMINUM, 0 20 yy �Q NYS ROUTE 9 ' THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED BY s �� QUEENSBURY, NEW YORK 4-1 -- JARRETT-MARTIN ENGINEERS AND RECIEVED IN THE TOWN 0 NOTE: DL - -- IRON PLANNING BOARD ON APRIL 8, 2005, SHEET DR-1 . � WATER SERVICE FITTINGS TO MEET TOWN OF QUEENSBURY REQUIREMENTS. PIF-: JARRETT - MARTIN ENGINEERS, PLLC H. THO S JARRETT PROFESSIONAL ENGINEERING 0 16 4"0 WATER SERVICE DETAIL P. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 PYRIGHT©2002 GLENS FALLS, N.Y. FAX; 518 798-18 I- C5 SCE_=: ( ) 64 Q) / 11 WATER MAIN TIE IN DETAIL I,L ONLY COPES OF THIS DRAWING WfTH A MV,� JULY 2003 PRO# 03-045 SHEET: 6 OF 9 p SCALE: N.T.S. SEAL SHALL BE CONSIDERED TRUE BY TWSW DOCUMENT EXCEPTFILE F:\345070903 BHATTI RESTAURANT DESIGN.DWG PLOTTED/REVISED:02/14/06 12:00pm BY A UCB�iSED F1IGNEEA IS UNLAWFUL. L� DRAWING NOTES: D2-1) LANDSCAPING DETAILS PROVIDED BY MILLER ASSOCIATES, LANDSCAPE ARCHITECTS. D2-2) LIGHT DETAIL PROVIDED BY SECURITY LIGHTING SYSTEMS, INC. SECURITY LIGHTING SYSTEMS INC. STEVE FRIEDMAN: 1-800-544-4848 FIXTURE #: SEE DRAWING C2 PLOE #: SSP SERIES RUBBER HOSE FRICTION GUARD GUY WIRE 18' (4" SQUARE) (4) 1 %36" W/4" LEG (22',28') (4) 3%36 W/3 LEG (18',25 ) 3" DIA. CEDAR STAKES HOT DIPPED GALVANIZED ANCHOR 8' LONG BOLTS, WASHERS AND NUTS (GALVANIZED COATING TO COVER FULL LENGTH OF BOLT). FURNISHED BY SECURUTY LIGHTING 3" SHREDDED BARK MULCH SYSTEMS INC.; INSTALLED BY G.C. 3" HIGH SAUCER 2'-0" FINISHED GRADE JAM NUT ��// \\// AMENDED PLANTING SOIL BASE PLATE NUT AS REQUIRED BY OR TO ACHIEVE ADEQUATE SOIL FLAT WASHERS BEARING DER RECOMMENDATIONS OF SOIL REPORTS (CHECK CAL CODES) /� / 6 (MIN.) cn III LEVELING NUT 12" (MIN.) z TREE PLANTING DETAIL L2' 0" NOT TO SCALE cn U Q m O O N 10 ANCHOR BOLT O f PATTERN 3" SHREDDED BARK MULCH 10" BOLT CIRCLE O Ar 0 3" HIGH SAUCER c 0 U a� cn �/ N. 13 LIGHT BASE DETAIL C2 SCALE: N.T.S. 3 AMENDED PLANTING SOIL C° � 6/ (MIN.) PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A CD RESOLUTION ADOPTED APRIL 26, 2005 BY THE PLANNING 6" (MIN.) BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK j WITH THE FOLLOWING CONDITIONS: N O 1 . A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE c OF THE BUILDING PERMIT. SHRUB PLANTING DETAIL co `n NOT TO SCALE 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURES. E 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR cn COMPLIANCE PRIOR TO INSTALLATION. c 0 4. A FINAL SIGNOFF FROM C.T. MALE. F v 5.THE APPROVED COLOR SCHEME IS OPTION 2 AS oy SPACING VARIES PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE c m SEE PLANTING PLAN GREEN AND THE BENJAMIN MOORE BRUSHED ALUMINUM, 2 FINE SHREDDED BARK MULCH THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED BY JARRETT—MARTIN ENGINEERS AND RECIEVED IN THE TOWN PLANNING BOARD ON APRIL 8, 2005, SHEET DR-1 . 3" HIGH SAUCER c c m 9„ (MIN)/j AMENDED PLANTING SOIL m /��`�/%//�//�/ ��/����\�/�\���\���\���//` 01/25/06 20 REVISED SITE DESIGN - SEE NOTE C1-7 ON DRAWING Cl (NO CHANGES T IS SHE o N OTE: THIS DETAIL SHALL APPLY TO 11/21/05 Al REVISED PER TOWN SANITARY DEPT COMMENT(NO CHANGE THIS SHEET PLB o ALL GROUND COVER, 2 PERENNIAL & ANNUAL BEDS 0 REVISIONS A - I NOT LISTED TSM 0 PERENNIAL BED PREPARATION DATE REV # ISSUED / REVISIONS BY m NOT TO SCALE DRAWING: 0 LIGHTING / PLANTING DETAILS D2 E E COMMERCIAL SITE PLAN 14 PLANTING DETAILS OUTBACK RESTAURANT / BUDGET INN # #T� mv O SCALE: - S. +rlt 'L 0PM�1T N G4 QUEENSBURY, NEW YORK RECENF— li JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING w � o Fh1 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 o GLENS FALLS, N.Y. FAX: (518) 798-1864 O N JULY 2003 PRO# 03-045 SHEET: 7 OF 9 0 o FILE: F/345070903 BHATTI RESTAURANT DESIGN.DWG PLOTTED/REVISED:02/14/06 12:00pm 0 PRECAST CONCRETE RISER AS REQUIRED (TYP_) MANHOLE FRAME & COVER; SYRACUSE CASTINGS #1009 DRAWING NOTES: PERMANENT MARKER OVER WITH NON-PENETRATING PICK HOLES OR EQUIVALENT; D3-1 FOR ALL DEPTHS OF COVER LESS THAN 2 FT PIPE MUST BE SCHEDULE 40 PVC. FOR LENGTH VARIES - SEE SITE PLAN GRADE TO DRAIN AWAY FROM COVER ) :WATERTIGHT JOINT (TYP.) COVER IN LANDSCAPE AREAS ONLY DEPTHS OF COVER GREATER THAN 2 FT FLEXIBLE PIPE MAY BE USED. CONTACT ENGINEER FOR 2'- -0"-�{1 '-0 �24"--{ FLEXIBLE PIPE SPECIFICATIONS. I 24" FINISHED GRADE D3-2) A WATER TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE r- ---I 24" MIN. 40 PVC PIPE TO ANY OTHER TYPE OF PIPE. EFFLUENT LINE D3-3) MAX. SLOPE IN MAIN RAMP MEASURED PERDENDICULAR TO CURB SHALL BE 12:1 INLET FROM KITCHEN FACILITIES 3„ 3" WATERTIGHT SLEEVE 15" = OUTLET TO SEWER 6'-0" AND SEAL (TYP. ALL 15" - PENETRATIONS) d FORT MILLER HEAVY DUTY 1500 GAL. 6" SANITARY OUTLET TEE J PRECAST H-20 TRAFFIC LOAD L 6" SANITARY OUTLET TEE II GREASE TRAP WITH SLIDE IN BAFFLE 6" 6„ L OR EQUIVALENT (TYP.) :��\�\\,\\,\ ,\\,\\��\r\\i\/���/���/ / / / / //�\i, \\/\\/\\ \\/\\ \/\\ \\i\<\(\\\/ WHITE REFELCTIVE PAINT ,\ \\\/\\\/\\\/\\\ CRUSHED STONE FOUNDATION //��//j //\/, 9 GREASE TRAP DETAIL / 20 \ STRIPED WALKWAY DETAIL C2 SCALE: N.T.S. CONCRETE SIDEWALK 3: SCALE: N.T.S. C2 WALL 3"0 PVC FRESH AIR VENT MAX. SLOPE NOTE: D3-3 DETECTABLE TEXTURE WARNING Li DOWNWARD FACING GASKETED SCREW IN CAP D3 z A 90° ELBOW WITH @GRADE (TYP. 2) = INSECT SCREEN U cn A Y REPLACE FLOOR IN-KIND (TYP.) m ~ o 0 3'-0 2' MAX. 4' MAX. w 3 0 4'-6" MIN. GRADE Q o cv 2'-6" MIN. PREFERED AS EXISTING CONCRETE FLOOR d o CLOSE PREFERED AS FAR AS POSSIBLE POSSIBLE ° Lo GASKETED SCREW 0 AIN CAP @ GRADE r� ACCESS EXTENTION TO GRADE PVC SDR 26 RISERS 0 MUELER CENTURION A (LENGTH AS REQUIRED) -- __ TO GRADE (LENGTH AS TRANSITION CURB (TYP.) 5'_p°, 5 -0 ' CURB PER NYSDOT A-423 FLUSH W/ PA EMENT REQUIRED) (TYP. 2) OR 1 " REV L IN (TYP ) cn BREAK FLANGE; LOWEST PART TURF AR S OF BOLTS TO BE MIN. 1Y2" 1 -6 FINISHED 1 EXISTING ROADWAY ABOVE F.G. & MAX. 8" ABOVE F.G. MIN. GRADE BUILDING SEWER � A PVC BACKWATER VALVE g0° STREET SWEEP E co BY CANPLAS INDUSTRIES / LBOW co VALVE BOX OR APPROVED EQUIVALENT (TYP.) 26 CONCRETE CURB RAMP DETAIL o (TELESCOPE PATTERN) SCALE: N.T.S. i�/i\ ice!��\�/i\//�\ z PVC SDR 26(TYP.TEE 2) PVC SDR 26 TEE Q ry N z o 5 Q o 0 CD #5 BARS @ 9" O.C. E.W. co POLYETHELENE OR - co I o BUILDING PAPER of w ui m NOTES:6" M.J. GATE n VALVE (MUELLER 01) EXTEND PVC RI HERS, FOR CLEANOUTS, TO GRADE. PIPING SIZE TO MATCH EXISTING 3" (CLR.) aQ CRUSHED STONE mA-2380-20) CONCRETE THRUST BLOCK BUILDING PLUMBING. 6" SIZE 1 & 1A �c�a° TIE ROD 3000 psi (TYP.) 2) FOR INSTALLATIONS IN BASEMENTS ABOVE FINISHED FLOOR, TRAP AND BACKWATER VALVE o � ° ° ° \ ARE TO BE HUNG/SECURED WITH METAL STRAPING AND ALL EXPOSED JOINTS ARE TO BE SOLVENT �000 Q00o�po0oDo0 +' \ WELDED WITH PVC CEMENT, AS APPROVED BY OWNER / ENGINEER. oogO�oogO� O�oo�jO DRAIN \\i ° c \/\/\� , \ 3) BUILDING TRAPS AND BACKWATER VALVES MAYBE LOCATED OUTSIDE THE BUILDING WALL PROVIDED THE ° CONCRETE THRUST BLOCK //\\//\\//\� TRAP AND VALVE ARE PROTECTED AGAINST FROST OR THE BUILIDING IS FOR SEASONAL OPERATION ONLY, 12" BASE COURSE; U \�/\\ \\ \\ \\ \\ \\/\\/ �/ m 3000 psi (NOT R EQ'D IF��// \/��// // // //i//%/� AS APPROVED BY OWNER / ENGINEER. NYSDOT ITEM 304.13 TYPE 2 R.G. OR TIE RODS USED) 3/4" TIE ROD FOR M.J. ANCHORING TEE THRUST RESTRAINT 4) FOR STRUCTURES CONSTRUCTED ON PIERS, BACKWATER VALVES MAY BE ELIMINATED. 23 CONCRETE DUMPSTER PAD / APPROACH DETAIL (ONE E.S.) OR RETAINER SCALE: N.T.S. :3 BEDDING PIPE ZONE BACKFILL 5) FOR STRUCTURES WITH PRE-EXISTING BUILDING VENTS OF 3 0 OR GREATER, THE INSTALLATION OF NEW 0 (TYP. TO TRENCH DETAIL REQ'D) GLAND FRESH AIR VENTING WILL NOT BE REQUIRED. CZ c c 1 7 HYDRANT DETAIL / 18 \ TYPICAL BUILDING TRAP W/ BACKWATER VALVE DETAIL C2SCALE: N.T.S. �� SCALE: N.T.S. m m 8'-0" DOWNSPOUT FINISHED GRADE Ln 7'_6" � 2 1 '�0° BUILDING EXTERIOR SCREENED INLET 01/25/06 � REVISED SITE DESIGN - SEE NOTE C1-7 ON DRAWING Cl (NO CHANGES T IIS SHE T) cn WALL _ PLANS HAVE BEEN APPROVED UNDER THE ATHORITY of A 11/21/05 Al REVISED PER TOWN SANITARY DEPT COMMENT P RESOLUTION ADOPTED APRIL 26, 2005 BY THE PLANNING LB ° BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK 0 \ NOTE: D3-1 L_ 4x4 RAIL - SET ON EDGE 1 _6 3'_9' D3 DEPTH WITH THE FOLLOWING CONDITIONS: REVISIONS A - I NOT LISTED TSM 0 1 . A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE DATE 0 REV # ISSUED / REVISIONS BY FINISHED GRADE OF THE BUILDING PERMIT. ® MISC. DETAILS DRAWING. 0 0 0 0 —� 1% SLOPE MIN. DRYWELL - FOR 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURES. cE OF D3 �o ono INSTALLATION SEE DETAIL 5 5�P tiF g0 a —�� 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR COMMERCIAL SITE PLAN o °o a o ON DRAWING C3 COMPLIANCE PRIOR TO INSTALLATION. '� ,�`Z`OMASv o 2'-6°' ogo �8 ca 9� OUTBACK RESTAURANT / BUDGETjirvrDEVELOP N Do 0 0 6x6 POST (TYP.) Doc, 4. A FINAL SIGNOFF FROM C.T. MALE. m 6 = 1 '� LAYS ROUTE 9 °' °g� �'a �'a VED RI QUEENSBURY, NEW YORKs�E6 5.THE APPROVED COLOR SCHEME IS OPTION 2 AS ° a 6" (MIN.) GRAVEL °�� 8"0 SDR 26 PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE FS �N��� a, °o�ooG°o AROUND POST 000�o PVC SEWER PIPE GREEN AND THE BENJAMIN MOORE BRUSHED ALUMINUM, s JARRETT - MARTIN ENGINEERS, pT T ('� LC— ° THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED BY L u. JARRETT-MARTIN ENGINEERS AND RECIEVED IN THE TOWN H. THO AS JARRETT PROFESSIONAL ENGINEERING 21 POST AND RAIL FENCE DETAIL PLANNING BOARD ON APRIL 8, 2005, SHEET DR-1 . o P. . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 a) CZ SCALE: N.T.S. 22 DOWN SPOUT DETAIL YRIGHT©2005 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A L- 3 GALE. N.T.S. BL.;E SEAL SHALL BE CONSIDERED TRUE AND VALID DULY 2003 PRO # 03-045 SHEET: 8 OF 9 AL-E0 BY A L C 0\ED ENGINEER DOCUMENT AWFUL. FILE F:\345070903 BHATTI RESTAURANT DESIGN.DWG PLOTFED/REVISED:02/14/06 12:00pm Li 8Y A L;:=LASED ENGINEER IS UNLAWFUL. GEOTEXTILE FABRIC: FILTER X, MIRAFI 100x, EROSION & SEDIMENT CONTROL: STABLINKA T140N, OR EQUIVALENT; OVERLAP GEOT & TIE JOINTS 6" MINIMUM ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH (SEE BEDDING DETAIL) STRAW BALES TIGHTLY PROVISIONS SHOWN ON THESE PLANS AND/OR OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT (SEE BEDD STACKED OR OFFSET CONTROL", USDA-NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE LATEST EDITION. o')g �$ �$ � 88 AS SHOWN SHEET FLOW DRAINAGE STEEL OR 2" x 2" �� �o° ° ° ,o° ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND HARDWOOD POSTSo�° o�o �' � SEDIMENTATION. 24 MAX. (TYP.) '�1ow�3oo� o DRAIN GRATE ��°v� 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. 0 TYPICAL TIE POINTSo� o�°���$ GRAVEL BACKFILL; ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. LESS THAN 5% SLOPE BUTT BALES TOGETHER, I.E.: NO GAP 1'��� °o °boSc��� 004,�o�p�`O �O�ab�� �R°�0 ,0���,0�,°�,0�,°�`r���� 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 LAYOUT FOR SHEET FLOW DRAINAGE PLAN VIEW UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. -5' MAXIMUM --� ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SECURELY FASTEN WIRE 2" (MIN.) SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. FENCE TO POSTS & STRAW BALE (TYP.); FABRIC TO FENCE EMBEDDED INTO SOIL 6>, (MIN.) t, q.,' (MIN.) EARTHWORK & TURF ESTABLISHMENT: STEEL OR WOOD POST STEEL OR WOOD POST �r�� GEOTEXTILE FABRIC WRAPPED WITH WOVEN WIRE FENCE WITH WOVEN WIRE FENCE %��ri�iZr �rri��r%r%rid AROUND HAY BALES, AS SHOWN ABOVE 1 \!i�%�r��r rr%ter%ter%�i ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE (14.5 GAUGE MIN.; ( PLANS OR BY OWNER. 6 ' MESH SPACING) 6��4.5 GAUGE MIN.;MESH SPACING) 2" x 2" HARDWOOD STAKES OR RE-BARS r, DROP INLET DRYWELL ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL DRIVEN FLUSH WITH BALE; 2 STAKES � CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED �4„ FLOW 1 ,_8„ 8" , ' 4„ - ( )FLOW - ET 3 CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, 4 MIN. DRAIN ROCK ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS GEOTEXTILE FABRIC 0 4" MIN. � \ yv,; \ � \\j 7\1 DIRECTED BY OWNER. SECTION VIEW cn 1 -4 ///\ \\//4"x6" TRENCH Ld N ET-4 NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY \\ WITH COMPACTED BACKFILL ''%j� j�j�/j/%�\ OWNS. Q OVERLAP FABRIC 8" MIN. (TYP.) ,/ r�\, GEOTEXTILE FABRIC NOTES: © STAKE 1 . DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS (LESS THAN 5%) cn 2. THE TOP OF THE STRAW BALES MUST BE BELOW THE BEDDING DETAIL NOFE: GROUND ELEVATION DOWN SLOPE TO PREVENT RUNOFF FROM m NOTES: 1. THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI-PERMANENT BASIS BYPASSING THE INLET. EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR A TEMPORARY DIKE ON THE DOWN SLOPE 0 THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW (1 YEAR MAXIMUM) FOR EROSION CONTROL. CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR OF THE STRUCTURE MAY BE NECESSARY. co STREAM CHANNELS. 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION 3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED; 9" o CONTROL. (MAX.) RECOMMENDED STORAGE HEIGHT. 3 STRAW BALE DROP INLET SEDIMENT BARRIER 0 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT ® SCALE: N.T.S. 0 OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 0 1 STRAW BALE DIKE DETAIL c U SCALE: N.T.S. z SILT FENCE DETAIL (n SCALE: N.T.S. CONSTRUCTION SEQUENCING L 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL THE SEDIMENT CONTROL ° FENCING AND HAY BALE DAMS AROUND THE PERIMETER OF THE CONSTRUCTION SITE AT THE EDGE OF THE -o EXISTING NATIVE VEGETATION AND AS INDICATED ON THE PLANS AND DETAILS. a) co 2. THE CONTRACTOR SHALL CONSTRUCT THE STABALIZED CONSTRUCTION ENTRANCE AS DETAILED IN THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCE. cD 0 3. TEMPORARY STORMWATER SEDIMENT / INFILTRATION BASINS ARE TO BE CONSTRUCTED IN THE AREAS d INDICATED ON DRAWING C3. THESE BASINS SHALL COLLECT ANY STORMWATER RUNOFF FROM ALL AREAS OF PROPOSED CONSTRUCTION. BASINS SHALL ALLOW COLLECTED WATER TO FILTER INTO THE EXISTING SOIL. AS o NECESSARY CLEAN SEDIMENT OUT OF BASINS TO MAINTAIN THEIR INFILTRATIVE CAPABILITY. (SEE MAINTENANCE PINS HAVE BEEN APPROVED UNDER THE ATHORITY OF A BELOW) RESOLUTION ADOPTED APRIL 26, 2005 BY THE PLANNING V) DRAIN GRATE BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK 0 4. CONSTRUCTION OF THE RESTAURANT AND MOTEL OFFICE CAN THEN PROCEED INCLUDING: GRADING AND WITH THE FOLLOWING CONDITIONS: cn PLACEMENT OF FILL, INSTALLATION OF ALL UNDERGROUND UTILITIES, INSTALLATION OF STORM DRYWELLS AND E STORM SEWERS, PARKING AREAS, AND BUILDING CONSTRUCTION. 1 . A COPY OF THE NOI TO BE PROVIDED PRIOR TO ISSUANCE OF THE BUILDING PERMIT. cn 5. FOLLOWING COMPLETION OF THE STORM DRYWELLS, THE CONTRACTOR SHALL INSTALL HAY BALE DAMS OR _ PLAN VIEW OTHER PROTECTIVE MEASURES (AS SHOWN ON DRAWING EC1) TO COVER THE DRYWELL INLETS TO PREVENT 2. ALL LIGHTS SHALL BE DOWNCAST/ CUTOFF FIXTURES. o STORMWATER AND SILTATION FROM ENTERING THE DRYWELLS UNTIL THE PAVEMENT IS COMPLETE AND LANDSCAPING AREAS HAVE BEEN TOP SOILED, SEEDED AND GRASS IS ESTABLISHED. 3. ALL LIGHTS SHALL BE INSPECTED BY STAFF FOR 6. FOLLOWING COMPLETION ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS AREAS, REMOVE ANY COMPLIANCE PRIOR TO INSTALLATION. IZ COLLECTED SEDIMENT, REMOVE HAY BALE DAMS AND THE SEDIMENT CONTROL FENCING, REMOVE ANY DEBRIS 0 FROM THE PERIMETER OF THE SITE AND DISPOSE OF ALL WASTE MATERIALS IN A LEGAL MANNER. 4. A FINAL SIGNOFF FROM C.T. MALE. m 2x4 WOOD FRAME STABILIZATION 5.THE APPROVED COLOR SCHEME IS OPTION 2 AS 0 PERSENTED, THE SHERWIN WILLIAMS ROY CROFT BRONZE ATTACH FILTER FABRIC 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE GREEN AND THE BENJAMIN MOORE BRUSHED ALUMINUM, TO 2x4 FRAME, OVERLAPPING SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS. THAT'S SHOWN IN BOOK NUKBER ONE SUPPLIED BY o FABRIC TO NEXT STAKE 2. STABILIZATION OF GRASS AREAS INCLUDES HYDRO SEEDING USING TACKIFIER ON SLOPES OVER 5:1 OR PLANNING JARRETT-MARTIN ENGINEERS AND RELIEVED IN THE TOWN BOARD ON APRIL 8, 2005, SHEET DR-1 . SILT SACK BY "ACF ENVIRONMENTAL" PLANNING SEEDING AND INSTALLING A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. OR EQUIVALENT r���������� MAINTENANCE 77\ �\ %�\�r �ir171 ��ir��ir�irr�rr�rr�rr�rr \rrr�rr�rr�rr��r��ir��ir��ir��/ 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY HAS BEEN REDUCED BY DROP INLET / , , , , , r r r r, mDRYWELL 50%. DROP INLET / r���r 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 HOURS OF A STORM m DRYWELL EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE GOOD WORKABLE CONDITION. In 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER o SECTION VIEW AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. 01/25/06 02 REVISED SITE DESIGN - SEE NOTE C1-7 ON DRAWING Cl (NO CHANGES T IS SHE T) o S.W.P.P.P. REQUIREMENTS 11/21/05 1� REVISED PER TOWN SANITARY DEPT COMMENT(NO CHANGE THIS SHEET, PLB co NOTES: 0 1 . DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR 1. ALL CONTRACTORS UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN THE CERTIFICATION IN a) THE SWPPP REPORT AND BE FAMILIAR WITH ALL REQUIREMENTS OF THE SWPPP AND REQUIREMENTS OF THE NYS REVISIONS A - I NOT LISTED TSM o SMALL, NEARLY LEVEL DRAINAGE AREAS (LESS THAN 5%) DEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY = PERMIT NO. cP-02-01. DATE REV # ISSUED / REVISIONS 2. USE 2x4 WOOD OR EQUIVALENT METAL STAKES, 3' (MIN.) BY Q LENGTH. 5 SILT SACK DROP INLET SEDIMENT BARRIER ALL CONTRACTORS ARE RESPONSIBLE TO COMPLY WITH THE TERMS OF THE NYS DEC SPDES GENERAL DRAWING: � ® PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT N0. GP-02-01 . COPIES OF EROSION CONTROL DETAILS E 3. THE TOP OF THE STRAW BALES MUST BE BELOW THE SCALE: N.T.S. THE GENERAL PERMIT ARE AVAILABLE BY CALLING DEC (518) 402-8109. ��p,ZE OF N� EC 1 o GROUND ELEVATION DOWN SLOPE TO PREVENT RUNOFF FROM M �L 0 BYPASSING THE INLET. EXCAVATION OF A BASIN ADJACENT TO 3. A NOTICE OF INTENT (NOI) MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. t'Z'� ASS o COMMERCIAL SITE PLAN +r&wli 61; tlrttrro Io THE DROP INLET OR A TEMPORARY DIKE ON THE DOWN SLOPE m 9 0 (I'f' �1MUNITY DEV7' o OF THE STRUCTURE MAY BE NECESSARY. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS, C1 - C5 AND D1 - D3 AND EC1, AND IN THE m =` . ; . OUTBACK RESTAURANT / BUDGET INN"` N 3RMWATER MANAGEMENT REPORT. o �l , y Q NYS ROUTE 9 -10 ALL CONTRACTORS SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A COMMON SITE LOGBOOK, 4 �`� QUEENSBURY, NEW YORK FEB 1 ; Q0 NA NTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. �" IA`41 E� � �". AT COMPLETION OF CONSTRUCTION, ALL CONTRACTORS SHALL PERFORM A FINAL INSPECTION TO CERTIFY JARRETT MARTIN ENGINEERS, PLLC - R- o "-,AT THE SITE HAS UNDERGONE FINAL STABILIZATION AND THAT ALL TEMPORARY EROSION AND SEDIMENTATION PROFESSIONAL ENGINEERING In SILT FENCE DROP INLET SEDIMENT BARRIER (.�NTROLS HAVE BEEN REMOVED. UPON CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION (NOT) SHALL THO AS ARRETT ® r) FILED WITH NYS DEC. P # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 0 0 SCALE: N.T.S. PYRIGHT©2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 N -_ C4_Y COPIES OF THIS DRAWING WITH A BLUE SEAL 5-ALL BE CONSIDERED TRUE JULY 2003 PRO# 03-045 SHEET: 9 OF 9 AND VALJD ALTERATBYAUC�ENKD EN OF NGINEER IS UNLAWFUL CUMENT T FILE F:\345070903 BHATTI RESTAURANT DESIGN.DWGi PLOTTED/REVISED:02/14/0612:00pm Li