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2005-496 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 (zt Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20050496 Date Issued: Wednesday, November 09, 2005 This is to certify that work requested to be done as shown by Permit Number P20050496 has been completed. Tax Map Number: 523400-296-016-0001-010-000-0000 Location: 213 MEADOWBROOK Rd CAMP Owner: ADIRONDACK GIRL SCOUTS Applicant: ADIRONDACK GIRL SCOUTS This structure may be occupied as a: Free Standing Unheated Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the -7� property owner of the responsibility for compliance with Site Plan, Z21�4-- Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enfo emen Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050496 Application Number: A20050496 Tax Map No: 523400-296-016-0001-010-000-0000 Permission is hereby granted to: AT)TRONT)ACK GIRT, SCOUTS For property located at: 213 MEADOWBROOK Rd CAMP in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ADIRONDACK GIRL SCOUTS 213 MEADOWBROOK Rd Free Standing Unheated Buildin $3,000.00 Total Value $3,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-496 GIRL SCOUTS OF THE ADIRONDACKS 192 SQ FT SPLASH PAD EQUIPMENT BLDG. $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, July 11, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To ueens nay, July 11, 2005 SIGNED BY A4for the Town of Queensbury. Director of Building&Code fiforcement Permit No. 000 5_ W wilding&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 6,DO 42 Bay Road,Queensbury, NY 12804 ave Hatin,Director cQdes@aueensbur\/.net hone. (518) 761-8256 FAX: (518) 745-4437 ccessory Structure Building Permit Application kipplication & Plans subiect to review before issuance of a valid permit for construction any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached informational Brochure No. 3 nstructions: A permit must be obtained before beginning construction. No inspections will be made until the )pplicant has received a valid building permit. All applicants' spaces on this application must be completed and nust appear on the application form. Applicant/Builder C�r1?t- J�ccx,,��j ig�r�Ork'aNdAC/�_ Owner: SRnue- Address: Al6ADow k- n Address: C�e9t�a►,s[3vg�y 1�1 y 12�C5`'f Home Phone: Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: person responsible for supervision of work with respect to building and codes compliance: Name: Address: SS�AK At t2Sp�/ Phone �CfS©307 Location of proposed construction: Lot No. Legal Address: ZI 5 Ml AWt-i' aLle (�!b Tax Map Number: l� --- Subdivision Name: Estimated Cost of Construction: $ 30 000 Does an accessory structure currently exist on the property? x Yes / _ No If YES, list all existing accessory structures: S661906_13 5;�6D Proposed Construction 10 floor 2nd floor Total Proposed Height sq.ft. sq.ft. Sq.ft ft.&in. Open Porch Covered or Enclosed Porch (considered floor area&must comply to FAR [Floor Area Ratio] requirements if the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosed 2orch. Deck Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: _ 2r Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. tiDeclaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner, Further, it is understood that I/we shall submit prior to a Certificate of ORcupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of ilding nd ode , n As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all ne onstr cti Date: IApplicant/Builder Signature: The application of dated is hereby approved and; permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit,FOR MS\Accessory Structure Permit Application.doc V:12/28/04 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection requ r ceived*,. Queensbury Building&Code Enforcement Arrive: a pm )ppart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials— - ✓ ~'"�� ' NAME: ��, �� - PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: C 'c n Y 'N N/A COMMENTS ming Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I `/2 w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 7 W Queensbury Building & Code Enforcement - Res entia t�*al Inspections Office No. (518)761-8256 Arrive: Am/ p art: i f Date Inspection request received: _ Inspector's Initi s: f, NAME: "S PE IT#: P LOCATION: DATE: TYPE OF STRUCTURE: Commen s Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location f Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade / Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept Inspection Sticker Site Plan /Variance re y Flood Plain Certification,if rcWuired Okay to issue C/C r C M Temporary/Permanent L:tBuilding&Codes Forms\Building&CodesUnspection Forms\Residential Final Inspection Form revised_100405.doc Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: 1�am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: Aft- NAME: c PERMIT#: _SDQQ LOCATION: INSPECT ON: TYPE OF STRUCTURE: c Comments _ Y N W/A f IV ootings 2 q1 te 4—a r B /h i/a/ Piers Monolithic Slab ��// � Reinforcement in Place The contractor is responsible for / providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval i Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: r am/pm Depart: ��Sy am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: __ NAME: _ r� PERMIT #: LOCATION: C INSPECT ON: TYPE OF STRUCTURE: Comments Y TN_ N/A Footings f 2�`G� � '�` 1fX-( Piers Monolithic Slab V7Q�� v Reinforcement in Place 2 q `` -- l� lar The contractor is responsible for l providing protection from freezing / S e i��7 q- for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: Z ' am/pm Depart: arrv`pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ NAME: PERMIT#: - LOCATION: e,4 INTSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement yy d�ee� �� j of the concrete. .etc F - Materials for this purpose on site. /� ,,�_ 6 7l Foundation/Wallpour Reinforcement in Place _ Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. 1.:\SueHenttngway\Buitding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3 34' am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: I! d f TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ,r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval , Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 STORMWATER CRITERIA—WINTER LODGE 3 r \ O Li S ONE LINED OUTLET, ELEV. 307.8't // c O / SHALLOW GRASSED R Q T10N AREA,I A=245 / � TREE O � a F, AVG. DEPTH = 6", VOLUME = 122 CF HOUSE AREA TO BE DISTURBED 2,670 SF EXISTING WINTER LODGE ROOF AREA 1,023 SF V PROPOSED WINTER LODGE ROOF AREA 1,625 SF Q W p 0 \ / PROPOSED WINTER LODGE ROOF AREA INCREASE 602 SF o STON LINED PAD AT PIPED INLET. ELEV. a 307.8't STORMWATER RETENTION VOLUME REQUIRED (1.5 GAL/SF) 903 GALS = 121 CF Q 1 STORMWATER RETENTION VOLUME PROVIDED 903 GALS = 121 CF / \ RO CUTTER DOWNSPOUT WITH 4"\HDPE DRAIN �� / \ \ \ // / \ \ to TO DAYUGNT INSIDE RETENTION AR r '\ / \ PROPOSED R j —-- -- — �' STORMWATER CRITERIA—SPLASH PAD PARTIALLY COMPLTED AT Ti 0 t OF SUDRJVEY _ _�r (GRADING NOT TO CHANGE FROM AS SHOWN) I Z o \ AREA TO BE DISTURBED 6,120 SF PROPOSED SPLASH PAD AREA 1086 SF t� PR POSED/ADDITION 12' Xti 46't I t __ /_-_ t PROPOSED FILTRATION BUILDING AREA 240 SF ARTIA Y C PLETED AT TIME OF SURVEY Z TOTAL PROPOSED IMPERMEABLE AREA 1,326 SF z LIMIT OF A EA T?' BE DISTURBED FORT WINTER \ ` STORMWATER RETENTION VOLUME REQUIRED (1.5 GAL/SF) 1,989 GALS = 266 CF O -� LODGE`ADDITION; 2,660 SF. STORMWATER RETENTION VOLUME PROVIDED 515 CF BASIS OF RUNOFF CALCULATION IS QUEENSBURY CRITERIA FOR MINOR d0,, U � PROJECTS OF 1.5 GAL/SF IMPERVIOUS AREA. SECTION 147 9 0 -1!4 Z R FF=308.92' puCd ->,- MONKEY / / ,i - -- - ----- -- --- 1 BARS , PL, O 04 / APPROVAL NOTES FRIENDSHIP LODGE _` 582.668.90 sq.ft. PLANS HAVE BEEN APPROVED UNDER THE AUTHORITY OF A RESOLUTION ADOPTED A 5/26/2005 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK o Qi --- --- \ .1338 acres ' WITH THE FOLLOWING CONDITIONS: a � 1. THIS RESOLUTION IS LIMITED TO THE APPROVAL OF CONSTRUCTION CHANGES TO THE EXISTING WINTER LODGE AND ADDITION OF A NEWLY CONSTRUCTED 1,086 A E-4 � SQ.FT. SPLASH PAD. Eo„ w 2. BEFORE THE FINAL PROJECT IS APPROVED, THE GIRL SCOUT COUNCIL MUST Cd COME BACK WITH A MASTER PLAN. 3. IN ORDER TO VALIDATE THE CONDITION OF PUTTING THE MASTER PLAN INTO O Cr \ RESOLUTION, THE GIRL SCOUTS SHALL MEET WITH THE STAFF WITHIN 120 DAYS o \ - OF THE DATE OF THE RESOLUTION APPROVING THIS MODIFICATION. 4. NO FURTER ADDITIONAL APPLICATIONS SHALL COME IN FRONT OF THIS BOARD FIRE fl UNTIL THAT PROCESS IS COMPLETE. E: PIT 1�1 v Q °0 O U - ��! \�--- -\ 120 CEDAR /�/ " � CDP BENCHtv)ARK: \ 3� 7 _ PR SH PAD / �_ N O Do -L C'0 RR SPIKE �' '�� � -'� �_ --_ \ PERIM. 313' , - �" / A` � oo r � , IN 18" ,PINE - - - - -� � ' ELEV.� 306.32' / - \ I I 6 RAIN BALANCE / a z r - ---� �� 6 _ ` � goo "'`► BEAM -/J vi I \ I!l io RE w 6w \` \ \ �r `y,!" `jai // _ J�L 11 O 0O \\ DRAIN ,� ,_ , HURDLgS _ - -— - — - - __ 2005 �_ E I \�► / - •,; i.. ;.r \ MONKEY _- ----- N OF EENSBUEY o -n \\ ' \ •. ';, :' \\ �/ BARS c' TOW �a p tag COS -� o !; 1, GAL STORAGE TANKtn ' ' :,a :•' \\ -_ ,' ' BU`j 12'x20' PUM AND FILTER BUILDING F.F EL=307' ,, I 41. 40 FF=313.44' i 1 SHED " - ' �. \ \ �� i I ; ..� O RETURN V TYP \ STING POLE TO \ \ \ \ E ELOCATED r 1j,J -- STONE LINED OVERFLOW, ELEV. 306.8 f \ \ r z ABAND D WELL •`' � /�� / _ - �',\\ - ✓ \ � r, ��' LIAHT OF AREA TO BE DI REED FOR SP � � �( Get _\RETENTION AK =515 � \ , PAD CONS UCTION 6.120 SF, AVC�. EQ l,, 'VOLUME = 515`C I A `Q CON TRU R ON Alit OF WELL DRAT ED NU �� f T� 315 EXISTIN YDRANT G Q 1� \ \ t ! '� � I TO It co 00 - m � .-� PARTIAL SITE PLAN • SCALE: 1"=20' Os of NEw Y W j Y o < g N o• a_� rsg-.F-q M ZZ 0•� p GIRL SCOUTS OF THE ADIRONDACK COUNCILaao � G CAMP SIDE ENLARGED SITE PLAN F N _3 �m � uWF = aW� d } j U N N Z u 213 Meadowbrook Road, Queensbury, NY 12804 _ <`� _Z 4J Uzi 3 W OZ N Z cl RAKE 00 i 8' 000, o LL! °O o X W o OVERHANGS NOT ISLz W CONSTURCTED � - --� 3�� Z O u ' VU a ul ff I I I --1 I- I LL m to Lo 30 YR SHINGLES A 1 I , I O \� O Z 1 GENERAL CONCRETE NOTE 1 ---� CONCRETE SHALL CONFORM TO ACI STANDARDS, SPECIFICATIONS AND RECOMMENDATIONS. 3'x2' AWNING WINDOW, ANDERSON 200 SERIES Z A31 OR EQUIVALENT COORDINATE SIZES AND LOCATIONS OF PIPE SLEEVES AND CONCRETE OPENINGS PRIOR TO PLACING FORMWORK. Q 12•_7j" ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE. 5/8" T-111 SHEATHING RATED FOUNDATION CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF �' z 3000 PSI AT 28 DAYS. A Ai O Q ALL CONCRETE SHALL CONTAIN 4-6% ENTRAINED AIR. 0 t� U 4'-6" 411_6" DOOR OPENING LOCATIONS ARE SHOWN APPROXIMATE, ADJUST IN FIELD AS A a� NECESSARY. COORDINATE ANCHOR BOLT/DOWELS TO OPENING LOCATIONS. cd W � (~ ,a m Q � L� C SIDE.ELEVATION FRONT ELEVATION 0 o SCALE: 1/2"= 1' SCALE: 1/2"= 1' a CONTINUOUS 100 16' oop ; o RIDGE VENT 3" PVC PIPE SLEEVES o I • IN CONCRETE SLAB 0) a io °°�_, p 30 YR SHINGLES � cq • 12 OVER 15# FELT I I I I I I I I 1 I I i � w 00 >- M I d z 6 I I Ht�CIR�WUAmp�M � � X 5/8" HEATHING I .� E IIIIIIIIIIII ' 7 2x SUB-FACIA, 1x FACIA. 4�_6" W _ FLOOR OPENING FOR - ' PIPE SLEEVES (6) FILTER o o a � o 00 , 2"x6" RAFTS S 24" .C. 0_ HEADERS , 2"x4" TIES POLYETHYLENE 1 G RECORD DRAWING NOTES o 2"x4" WALL FRAMING ® STORAGE TANK LORI AWNING WINDOW GE TAN 3' 24" O.C. T:FROM EVISION CLOUD INDICATES CONSTRUCTION MODIFICATION J 8'-0" 4 APPROVED DRAMNG. FLOOR DRAIN NOT U INSTALLED z 7-) z O W V Z � 0 00 Q � N , Lo J W z 0 0 0 0 0 0 o Z J O/�/ F- 0 0 p LL Z m 1 Z � z C7 \—#4'S 0 18" O.C. EACH WAY - o (2) #4 BARS AROUND PERIMETER Jo 3'-10" 3' 4'-2" 3' 2' = Q CL W Y O n/ O '' TT O LL ..L O v BUILDING SECTION Q Z .� r SCALE: 1/2"= 1' FLOOR PLAN SCALE: 1/2"= 1' ~ C N 0 J SP-2 8 LANDS N/F OF BAY MEADOWS GOLF CLUB PARCEL SITE STATISTICS LOTAREA ZONE 582,669 SF �s LU FRONT SETBACK SFR-1A _ SIDE SETBACK 0 FT L O REAR SETBACK FT F= 20 FT D_ ,WETLANDS o ct CIRF CONCRETE WALK AREA WITHIN WETLANDS q W 562 DECK/RAMP AREA WITHIN WETLANDS SF j p BULDNG AREA(CORNER)WITHIN WETLAND 99 SF (n 14 SF (n DISTANCE CONCRETE WALK INCROACHES INTO WETLAND DISTANCE BUILDING ENCROACHES INTO WETLAND 15.7 FT 3.8 FT BUILDINGSSF APPROVED(NOTE 1) SF EASTING ADDITIONAL PROPOSED YAI:NdTIC 301 ENSTING ADMINISTRATIVE BUILDING4800 ACCESSORY STRUCTURE ATTACHED GARAGE 4,428 Q c --302 PORCHESIDECKS 575 575 � q 400 1,098 tt- -- 1500 SF WETLAND MITIGATION AREA 303 CONCRETE WALK q O AS SHOWN ON SITE PLAN PREPARED PAVED DRIVE 1.220 E PARKING OFFICE SIDE Z \ PAVED, GRAVEL OR OTHER HARD SURFACES 9,112 BY LA GROUP LANDSCAPE \ 13580 � � --' 304 10,332 (SUBTOTAL) ARCHITECTURE AND ENGINEERING, PC � �� --i (ADJUSTED SLIGHTLY TO REFLECT i // 305 SUBTOTAL ADMINISTRATIVE BUILDING&PAVEMENT ►-4 FIELD SURVEY) / 18 366 N 16,433 1 4'0 .E 310 FRIENDSHIP LODGE Z / f / 3,422 FRIENDSHIP LODGE RAMP/ENTRY �0.00 WINTER LODGE 240 PROPOSED WINTER LODGE ADDITION 1,045 DEC WETLAND LIMIT AS NATURE LODGE 607 .'4 � ao \ I I ==:�•j:; / / / I / I TENT PLATFORMS 5 C 105 SF 842 0 ' SHOWN ON SITE PLAN / I / "•'.�::�' /CV) SHED 525 s, xj ?+ 0 c PREPARED BY LA GROUP / 1 / :: ' / / / ap LANDSCAPE ARCHITECTURE / / / I LEAN-TO 168 w / / / I 178 2 ' ' / / - -- 311 PROPOSED SPLASH PAD tU z AND ENGINEERING, PC // ' (� � 1.0816 10TRE A AREA I i l j 1 // / / //) \\\ HOUSE \ 312 313 GRAVEL DRIVE CAMP SIDE z q INAC LE l / / I I P \ -__// / / / / / \ 12,536 0 p TO I i ROPO$ED ROOF / ^/ ,--\ \ \ TOTAL PARCEL IMPERVIOUS AREAS 0 SPRING FLOODING I I i OVER\ADDITION\ s�`- i // // / \\ \ \\ 1 36,476 35 390 �"� 1,683 to A // ) \\ \\ �'/r-- I // / / // // TOTAL IMPERVIOUS �P 9V� TIN PROPOSED 4 PROPOSE PERCENT IMPERVIOUS 6,47 35,390 376.0% ,063 0 w � I I I _ Cd 6.4% hMey ✓ ' J \ NOTE 1: APPROVED AREAS FROM PREVIOUS SITE PLAN APPLICATION 0 04 E a -1 1 / / 31 / // ( / FRIENDSHP \ --————^// MONKS � / TF �NIVI LODGE PLAORMS \i o 30 , . q. . / w 13.38 acres / / I 31? E-4 C 302 �, -�,l) V \ \\ i r 1 ------ W � - LANDS N/F OF - / '"\ \ \ \ \ FF=312.43' / \ -n� ( / / T� MACDONALD 303 1 / 1 �r \ \ \ \ (I I I FIRE \ ( ` f \ / I II / 1 \ \ \ II I I I PIT ) I 1 \I� L/ 17- / I BALANCE O 0 .I I I l I I�� � � // // / BEAM ^\ � i / ,. 3fl -_.._. �a Cf) / / / / 310 1+1 / / w ��� I\ �I \ c ! PLA�1S RE�fiEV1iEC7 & SrgM�ED BY C3 \ 08_�`_ / / 1 / / DEC WETLAND LIMIT AS SHOWN ONE /// / l \ / / // / 309 TOQ ZONING ADIrlisurSTRAT0�2 iii \ \/- I / 0� // I I COM I BEI�H RK: \ �--- / I I SITE PLAN PREPARED BY LA ( `\ %/ l 1 /g / I 1 / I RR/SF*K \ �� -�307- PRQPaSEB p AD /1 1 // / / GROUP LANDSCAPE ARCHITECTURE / l� / I / / IN Ig• F*E / I I / / 308 AND ENGINEERING, PC / -�"�-' 3p6, _ �I 6• DR IN BALANCE i''/ / / _-J it E I V` J06._' - -�t BEAMZ //WIAMLB`NG COPIES TO FILE, BUILDING PERMIT, / I /^I i I -- 1 ` , �l\ , / i CGOF COMPLIANCEo0 - 307 OFFICE o 0 MONKEY HUES — —_ i' \ I / I I J ON :. TORAGE TANK \ 1 e ---- ® BARS /s I I FLOWER R 1 / I - � � / 306 I t \ \ U P AND FILTER /i/i - 1 -- \ i - / / 1 ( 1 / -- - •L ^ CC`Q I , ASSEMBLY \\\ \ F-313.44' / / _ // 1 / / / \ \ 1 / 00 M / \ _ \ 1 / / \ ( I _ \ ( t�i Z LANDS N/F OF N i \ /_%-' t / / l SHED / \ / / \ / ` �RD71 zCOLANGELLO - ' `1 / J � li / \ \ R RN LINES \\ i - /\ l / / •� c o � 75' WETLANDBUF 1 _ �_\ / ---1 \` _/ �A t((; I 1�-__-.\\�� �� /\- \\\\ \ _ 1 / / , ' / --_-===ij11 - - _ 0) V c 1 8 2007 jUJ = (\ ~ � W O 3 315 o 0PARKING AREA LIGHTING ISTORY o I TYP 3WOOD F92ANE ASPHALT- LO D BlJLDING I- r, oPARKNK � - 303_ /\ I ) i'� I -�(/ \I `_ \`\303-_ 1111 l\ \\ \ \,� \� \\ 1 / (/// / 1 ? v' _ \ 1 I ARKS l � I �. 30? _ \`���\ \ `\ \ I I I I = CD � h 20' i 301 \ 1 \ \ - \ \ 1 1 1 I I MOTION TO APPROVE MODIFICATION TO SITE P!_AN NO. 30-2002 AD!RONDA l o \ \ 11 BA WOO \ �O \ \ \ It _� 3� \ \ I \\ \ I I I I 1 GIRL COUNCIL, introduced b Gretchen Stef:`an �06��] 9. -J N •3 5' 1 I - \ = 3 3.54' \\ \ \\ \ \ ` \ \ 1 \ I I I Y who moved for its adoption. .z ACV \ \ _ \� seconded by Thomas Seguljic: � 37; 310 \ / // 1 I I I I According to the resolution prepared by Staff. Paragraph Four complies. Paragraph / Five needs to be struck. We have considered SEQRA, and it does not result in any new "-------— •w \ 1 \ \\ 1 / / ; - r\ \\ - �_\\\` \\\==1-/j -/i�/// 1 or significantly different environmental impact. Paragraph Seven stays. Paragraph Eight 303 e=`- -- - __ _ - \ ^I 1 / \ \ / - _` \ \ I \ \ �� = �� stays. Paragraph Nine is deleted. Paragraph Ten is struck from the resolution. T e -4 _ \ \ --�_ -/ motionismadewrt/ _ _ h three conditions: e \ _`— I I / /32. \� /// —_`�`�� I \ \ 1 _ \\`--_�� —� ���/ / GAR AL I I� �---- ----- , -- � �+C / � / \ \ 1 \ - _ - ✓ � ' 1. Thattheapplicant complete wetland mitigation by June 1,2008, \ MEO __ _ - / - \ /= / `� < `__--_- —(--o�l/ ' 2. Thapa inal Certificate of Occupancy will be withheld uniii modifications are �0 O C / \ \ complete, which include the stormwater basin modifications as noted in the 1 a WB� - -- I A 20 Vision Engineering letter. Ci N 305 O K BRI \ \ /-- ' p r O i6 \ \1 3. That it's recommended that based upon the April 5, 2007 meeting between z' 568. r 9� ' T .51 \ .R p 63 4D \ I \ — — the Adirondack Girl Scouts, their agents, and the Town of Queersburi Community Development Staff, the applicant agrees to consider future _` v` > 305 /' _\ —� stormwater modifications as recommended by the outcomes of the Town 0 WOOD Engineer report on the analysis of the Meadowbrook watershed. a \ POST --_ - Duly adopted this 24`h day of A, nl, 2007, z p by the fc!lowing vote: /1 MR. FORD-1 just have one request. otes, y 1L�_1 4 0 heart and say I being consistent. Am!being fainalong0that corridor? Thank you.your n 1 CD SITE PLAN � SCALE: 1"=50' �--- MR.SIPP-1 can see your point,Tom.but I think there's two diiT:erent problems. One is on the north end of this basin, and this is on the south and,and there could be solutions that GRAPHIC SCALE effect only one end of the basin. So we don't know.50 V 1 N NIP.FORD-Thais a possibility. +,When we aon't know,what should we dOi `J1 0 YS 50 tpp 200 'L7 NiP, IPP-Plus the fay that that project is not even in the digging State yet, while this O has already been c3nstructed and re-constructed. D; IN FEET MR, FORD-Yes,they did not dig befcre getting permission, or they didn't g',permissen a0 ( ) and then did,somethin else. 1 inch = 50 ft. P. NIP. SIPP Ti,al's water over the we:tards. x , .�Y_S: Mr.-rave,, ivir. Sipp, Ivir. Se^uiiic,Mrs. Steffan, Nor. -unsinger Cp riVrS: I'dr. ors m g �' Qua €' g GIRL SCOUTS OF THE ADIR ONDACK COUNCILis�� g OVERALL FACILITY SITE PLAN 1§1 `ail 5 ,o 1w X= X 213 Meadowbrook Road, Queensbury, NY 12804 m o ........__ the LA group Landscape Architecture and Engineering, P.C. 40 Long Alley Saratoga Springs LEGEND g . � New York 12866 518/587-8100 NOTE: Telefaz 518/587-0180 1 . PLACE 6" HIGH ORGANIC TOPSOIL OVER "-- � \ ALL WETLAND CREATION AREAS. 4„ TOPSOIL — I ----------- UPLAND SEED WITH NORTHEAST UPLAND NATIVE WARM ON SIDE SLOPES. - ` 2. FINAL GRADES TO BE ROUGH BOTTOM OF SILT FENc�E SEASON GRASS MIX 1 ,700 S.F. AT RATE OF 1 POUND PER 2,200 SF PITS AND MOUNDS. OF SEEDS UCE WOODY DEBRIS UP TO 4 ---------- _ — E TO BE PERCENT BY NUMBER 3. INTRODUCE ___ THE DIAMETER AND 4' LONG INTO WCA TOPSOIL. on or ____ __`� �,''// 49.9% Panicum clandestinum -Deertongue Unauthorized addition to this document 4. SILT FENCE LOCATION SHOWN IS ALONG LINE - ,,' \ , PRESERVED (TYP.) 46.5z Panicum on vium —s -Broom _ ,\\ �, , 3.6dc Andropogon virginicus —Broom Sedge is a violation of Section / / 7209 of the New York State OF DELINEATED WETLAND. 305 Education Law. ++ + ++++ F A C ©the LA Group 2001 DEC WETLAND LIMIT - `; + + ++ ++ + PLANT IN DRIFTS OF LIKE SPECIES © 3' OCEW _ Design LTM i — D ALDER 8-12" POTTED(SPECKLED� 10 ALNUS iNCANA (S EC � �� Drawn LTM I 10 — SALIX DISCOLOR (PUSSY WILLOW) 24 WOODY CUTTING AL 10 — SPIREA ALBA (MEADOW SWEET) 8-12" POTTED Checked DRL ' — SEED WITH WETLAND HUMMOCK MIX I AT OF 1 LB PER 13 400 SF 1 ,000 SF AT RATE ' AL \ AI it � �� , ' ,' PERCENT BY NUMBER OF SEEDS 1 Scirpus atrosren Soft Rush Bulrush 19.Oz Junc 33.5% Carex vulpinoideo —Fox Sedge AL AIL Aft 1.3z Leersia oryzoides —Rice Cut Grass 1.3z Carex comoso —Bearded Sedge a Sedge + ,�` ' ' rr ,' 0.2z Carer lurida —Shallow Sedge 0.2z Carex lupulina —Hop Sedge + r .Jc AL AL + �+ +� + + ,',',` r / / PLACE IN 12"-24" UNROOTED WOODY AL ALr CUTTINGS IN RANDOM DRIFTS OF LIKE + + ++ , , ,�,, , 1 / (/ }� SPECIES IN CLUMPS OF 10 @ 3 OCEW +1, M + + + 1 10 — SALIX INTERIOR (SANDBAR WILLOW) a / ' '' TREE TO--BF___ , ` 10 — CORNUS SERICEA (RED—OSIER DOGWOOD) 1 I 1 ' ' /' 10 — ILEX VERTICILLATA WINTERBURY) J�I \ r - ( 0 ' •��I �''• REMOVED (TYP.) SEED WITH RUSH/BULRUSH MIX A � cot.% AL AL AL - i� — 0 AT RATE OF 1 B PER 43,560 SF a PERCENT BY NUMBER OF SEEDS >+ - t ` 1 37.3z Juncus effuo 'r ns-Soft Rush en hBulrush � o �' ,r, ,�, .' u� \\ / \\ \ 1 i ------------,,•^ 34.4% Scirpus atr vi e MONITORING WELL , ,' y 2s.sz sci us c erinus —Wool Grass a" o \ 1.3z Scirpus t bbernoemontonii —Soft Stem Bulrush W\ I I 1 _ _ter i 0 r _ _ — OAz Scirpus pungens —Common Three Square „� $ I ... �., ,., I. , , --- 77 * OCEW — ON CENTER EACH WAY A A _ . . . . . I � \ \ 1 _ c \\ \\\\ SILT \\FEN E ,-'/ AL Ak AL 1 / I 1 AL �c - AL A, j AL � �c AL // Alit /,' AL AL - ;1 FRIENDSI-IIP 0 Z I , i 1 i , , Ak L QDGF ------------- c _ W 1 AL AL , ( oCe ENLARGED SITE PLAN SCALE: 1`20' "Cy 0 I O EXISTING WETLAND F � EXISTING WETLAND � TO REMAI TO REMAIN- - 4-4 G 04 04 1 1 : 3 SLOPE , 1: 3 SLOPE t va MONITORING WELL � ) _ o � zI 1 : 3 SLOPE E)OMG GRADE .t EYJS7ING GRADE V `V PROPOSED GRADE - - - - - --- 305 SILT FENCE PROPOSED GRADE - - - --' , - a "- - - - 1-4 — — — — — — — - � � w i- 305 - - r SILT FENCE - - Revisions SILT FENCE .� 300 300 50 100 1:)0 0 50 100 0 SECTION PA A — SECTION 'B - B' I SCALE: 1"=10' Ho�-iz. SCALE: 1"=10' Horiz. 1"=5' Vert. 1"=5' Vert. i Project 01152 La GRAPHIC SCALE Date 10 12 05 20 0 a 20 40 60 CAD 1152wetmit Drawing SCALE: 1" = 20' L-1 LEGEND: . . . . . , r \/ . .�..�� �..� ...�.� PROPERTY LINE the I � _ .. _ _ _ ► - .. - LA group ' Landscape Architecture LIMIT OF CONSTRUCTION LINE - - - - - - - , ' _ an Engineering, P.C. - - - - - - WETLANDS AREA - 40 Lon Alley - I ' - - � Saratoga Springs ' , . New York 866 518/587-8100 WOODED AREA TO BE REMOVED ! - Telefax 518/587-0180 LEAN TO BITUMINOUS PAVEMENT TO BE REMOVED ROCK OUTCROP F � _ _ - • � RIENDSHIP LODGE , RAMP AND STEPS TO BE REMOVED / Unauthorized alteration of . . . ; addition to this documen /y •\ \ is a violation of Sectior 7209 of the New York Stat, ] _ Education Law. . - - - \ ©the LA Group 2001 \ DEC WETLANDS Design LTM • � - - - - �� �a _ _ _ .� . _ _ \` . _ . . NE, TYPICAL .,` LIMIT of CONSTRUCTION u Drawn LTM /LANDS N/F OF Checked DRLdown- . ' MACDONALD , 5 EXISTING VEGETATION L_ TEMPORARY SILT FENCE TO REMAIN ' r L5 TEMPORARY SILT FENCE , ,' `� ! �� r_ two r ' ` 000 � also r \ TEM IPORARY SILT FENCE 5 . - - _ l / I CLEAR dt GRUB EXISTING VEGETATION. MARK •UMITS OF-CLEARING & OBTAIN � I OWNER'S APPROVAL PRIOR TO START OF \ \ ' CLEARING OPERATIONS. . 1- J UMIT OF CONSTRUCTION LINE. TY-PI ` r \ _ ALL CLEARING TO BE DONE IN _ _ \ ` � . . . ; ' STATE AND PLIANCE WT1i APPLICABLE TOWN,FEDERAL REQUIREMENTS \ ' \ ' AND PERMITTING FOR WORK WITHIN . . . I _ \ \ ' J � ' WETLAND AREAS. CLEAR & GRUB EXISTING VEGETATION. \ `• 11 _ ---�\ MARK LIMITS OF CLEARING. & OBTAIN � - - - - . , _ _ ' , OWNER'S APPROVAL PRIOR TO START OF 3 - - - - ., -` _ �� ROCK _ - - - , CLEARING OPERATIONS. '� ALL CLEARING TO BE DONE IN ab . . Q 1�_, t I COMPLIANCE WITH APPLICABLE TOWN, \ M STATE AND FEDERAL REQUIREMENTS . . . \ 0 AND PERMITTING FOR WORK WITHIN \ \ WETLAND AREAS. EXISTING VEGETATION - _ - _ _ USH I ED _ TO REMAIN ' IN 75' WETLAND BUFFER • - TEMPORARY. SILT. FENCE 5 - - - I i- \ 90 0 USE x ♦ CY _ --- . .IF NO - TEMPORARY SILT FENCE S' _ - ' 44 - REMOVE EXISTING RAMP, STEPS, ` . LANDS N/F OF � & PARTIAL REMOVAL OF -- - LIMIT OF CONSTRUCTION UNE, TYPICAL COLANGELLO uIt.DING, SEE AR RAL - - - - _ .. CE ' 3 EXISTING VEGETATION TO REMAIN . •V 1�-1 ROCK W - - • -- ROCK /' *� d' EXISTING SEPTIC CLEANOUT TO REMAIN, R VE \ ,,�� a y STI BI MIN � i � . � U FIELD VERIFY EXACT LOCATIDN ti �� ONC TE ',�-___ CIO 4) ' TEMPORARY SILT FENCE --_ �i r� ►� EXISTING UTILITY PALE & ELECTRIC SERVICE TO ` 4 VAftf REMAIN, FIELD VERIFY EXACT LOCATION ' =.04' 30' F 0 01 APPROXIMATE LOCATION U� PROVIDE CLEAN SAW CUT AT ` ► -. � �--- • �_ ' RONT YARD SE W TO REMAIN, FIELD VERIFY EXACT LOCATI EDGE OF EXISTING PAVEMENT �► '- �•- � - - - - . - � ~• TO REMAIN, TYPICAL � ► � - - APPROXIMATE LOCATION OF EXISTING SANITARY SEWER LINE &— S0T1$'27.W APPROXIMATE LOCATION OF EXISTING SEWER CLEAN OUT. TO REMAIN. FIELD V6tIFY EXACT LOCATION NE & WATER VALVE. TO REMAIN. ATION O \ Q Q 75' WETLAND BUFFER FIELD VERI __ - - - EXISTING BITUMINOUS CONCRETE �. ,`\ PAVEMENT TO REMAINN 10 132.30• O n to O 4) H S06 57.1p "W O .4 cd W C7 V r_ A APPROVAL NOTE Revisions PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 8-20--02 BY THE PLANNING BOARD OF THE TOWN OF THE APPLICANT MUST RECEIVE D.E.C. PERMIT AND TLAN S A 6 27 O2 QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: APPROVALS. ALSO THE D.E.C. MUST APPROVE THE WE 31 02 MITIGATION PROPOSAL, AND 7 1. CULVERT & STORMWATER SITUATION SHOULD BE REVIEWED & 6. FINAL UPDATED PLANS WILL INCLUDE ALL WALKWAY CHANGES TO TOWN COMMENT APPROVED BY CT MALE & TOWN HIGHWAY DEPARTMENT. THE INCORPORATE NEW BOARDWALK & WALKWAY DESIGNS. PLANS WILL 9/13 02 APPLICANT MUST SATISFACTORILY ADDRESS ANY & ALL CONCERNS, CLEARLY SHOW THE EXTENT OF THE PROPOSED WETLANDS TOWN COMMENT AND MITIGATION AREA & THE PLANS WILL SHOW SILT FENCING & 2. DECKING OF 13RIDGE, WALKWAYS, & DECK WILL NOT BE MADE OF RESEEDING OF DISTURBED AREAS. ARSENIC TREATED, PRESSURE TREATED WOOD, AND GRAPHIC SCALE 3. THE PROPOSAL MUST RECEIVE C.T. MALE ENGINEERING REVIEW Project 01152 _ Zo 0 10 Zo ao 130 SIGNOFF, AND Date 5 29 02 4. BRIDGE DESIGN WILL BE REVIEWED & APPROVED BY THE TOWN'S CAD # 011521 .dw PARK & RECREATION DEPARTMENT & C.T. MALE, AND IN FEET Drawing T 0% _- _- ------- i LEGEND: ' PROPERTY LINE , / -/ : :: . the LA group LIMIT OF CONSTRUCTION LINE ' - - - —� � - . - - "- Landscape Architecture and Engineering, P.C- / . . WETLANDS AREA 40 Long Alley LEAN TO -- Saratoga Springs New York 12866 518/587-8100 t Telefax 518/587-0180 ROCK OUTCROP LODGE FRIENDSHIP \ r E \ ` f- — Unauthorized alteration c • / ```�� �►- - � - - - - - - - - - - '• addition to this documer. '' EXISTING NATURE TRAIL \ / is a violation of Sectio 7209 of the New York Stat \ �,i.. Education Law, DEC WETLANDS �. - - ., ' c O the LA Group 2001 ` LIMIT OF CONSTRUCTION LINE, / NEW NATURE TRAIL TYPICAL LANDS N/F OF I \� 1 Design LTM MACDONALD I , . /` � 1 "`' / Drawn LTM Checked DR• ... AI \ d L / I ACCESSIBLE WOODCHIP / / I ' SILT FENCE, TYPIC L , WALKWAY / \ 11 ' / t , r ' SILT FENCE, TYPICAL �, _ � t ' /• RAMP STORMW R _ �` r \SETTLEM NT BASIN � . MIT OF CONSTRUCTION _ - - � NEW NATURE TRAIL ROPOSED PARKING/ -AREA \ . ROCK . N' SPACES TOTAL. f CO ,8. I�LIMIT OF TYPICAL CONSTRUCTION LINE. - \ / CONCRETE SHED 3 a- _ VEM�NT _ - _ _ -\ . . - . - 75' WETLAND BUFFER - - - - - - - - - - - - - - - ... . - . - . � I R \ a NEW DECK,RAMPS . . . , ``\\ REMAIN NATURE TRAIL TO U - QI/ \ y • ^ SILT FENCE, TYPICAL - - '' - - _ _ N 4 D40 OARDWA Q ous man �'wq A ear ° T-- Res' ..._....... ::_P: R• - cK 'o°W°. ::: epam �i e 0 \ k ' C PEDESTRIAN BRIDGE . Z �- - . . aD 24' `Q. U�. . :::: . . -. . BOARDWALK -- W � ., � 18 .. .. .. . . ... . .qR. . .� t�' :::::.:.:: ::: : E�~: R • •� U. . . . . .. IRS .: .AL :.U: ::: a a G7 N O' P G SPA E � : : R' : ic '" , LANDS N/F OF SPACES ny ��/�� .S. RgMP -... p / COLANGELLO ....... R�l� B �L .. . . . ... .. . . . . . . . . . RAMPS & BOARDWALK /( BRA ,. . .S :: : :: , E —_ �'"�� SILT FENCE. TYPICAL - N ivei s;� GS . ` �., c s RAC. ... .. .. .. .. . . . . . . ... ..-.:..... ... .. 4 / I 1Q \ o H 71i ar;. Q , SEe.. .. . . .- ;.. UNIT of CONSTRUCTION ! ROCK V STOP P�aCAP GS 3 '� $.p , / ... . .. t SIGN '4RK/NG SIGN . . 9 E , . �i a (i� SEVS77 PU1N1£pSEp gREA �. . . . � �2 CtEA,Ii RC f S06'48'47 W. a? ` . . �km F�E� i • F1'1mrL , ', _ CLEA OUT.AVE 01'ER "' CONC'RE1E PA �-- ROCK EN 17U `° � T MIN S C � � 9 CA LAN1F0 12' "` 1 •-�+ AREA cc �i 1 STOP SIGN "� 1.04' - - - - - - l -- 30' FRONT �-+O v EDGE EDGE NEW PAVEMENT TO E)OSTING , �s�. ` MEET EDGE OF EXISTING TO REMAIN. FIELD VERIFY PAVEMENT TO REMAIN MATH PAIW •� a�� S07y8'27"yy SMOOTH TRANSITION. TYPICAL LOCATION & ADJUST EDGE EDGE ARROW �.. ` \ ,� OF NEW PAVEMENT AS MEET NEW PA O NECESSARY PA�MEN T� EXISnFNI TO O O �1h TRAN�nAIN IM1H 4� 75' WETLAND BUFFER TrP! L132. 3Q ♦-' 3 `" c o z w 00 a SITE DATA o H.� GENERAL NOTES V a Q OVERALL SITE APPROVAL NOTE - - PROJECT AREA I. PROPOSED NEW SIGNAGE TO MATCH EXISTING SIGNAGE. SITE AREA 13.53 ACRES CO SIGNAGE WILL BE BUILDING MOUNTED SIGN, PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION [ � r 1 0.6 ACRES COMPLIANCE WITH ALL APPLICABLE TOWN R QUI EMENBS. IN ADOPTED 8-20-02 BY THE PLANNING BOARD OF THE TOWN OF 5. THE APPLICANT MUST RECEIVE D.E.C. PERMIT AND P. �+ V OUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: S D.E.S H 2. PROPOSED LIGHTING TO BE MINIMAL AND IS TO INCLUDE 1. CULVERT & ST APPROVALS. ALSO THE D.E.C. MUST APPROVE THE WETLANDS EXISTING REOUTAED PROVIDED MITIGATION PROPOSAL, AND BUILDING AREA WALL MOUNTED SECURITY LIGHTING, SIMILAR TO EXIST oRMWATER SITUATION SHOULD BE REVIEWED Revisions _ 2,000 SF 0.6 ACRES 2,800 SF ADDITION LIGHTS. EXISTING APPROVED BY CT MALE & TOWN HIGHWAY DEPARTMENT. THE & IN FINAL UPDATED PLANS WILL INCLUDE ALL WALKWAY CHANGES TO APPLICANT MUST SATISFACTORILY ADDRESS ANY & ALL CONCERNS, INCORPORATE NEW BOARDWALK & WALKWAY DESIGNS. PLANS WILL 6/27 02 SETBACKS 4,800 SF TOTAL AND CLEARLY SHOW THE EXTENT OF THE PROPOSED WETLANDS 30` FRONT 30' FRONT 3. BRIDGE DECKING, WALKWAYS, DECKS WILL NOT BE MADE MITIGATION AREA & THE PLANS WILL SHOW SILT FENCING & 7/fit/n2 30' FRONT 2. DECKING OF BRIDGE, WALKWAYS, & DECK WILL NOT BE MADE OF RESEEDING OF DISTURBED aREAS. 20, SIDES 20' SIDES OF ANY ARSENIC TREATED OR PRESSURE TREATED WOOD. ARSENIC TREATED, PRESSURE TREATED WOOD, AND 20' REAR 20' REAR 20' SIDES 8/ - 1��02 20' REAR 3. THE PROPOSAL MUST RECEIVE C.T. MALE ENGINEERING REVIEW �S PARKING SIGNOFF, AND Irt 3 0 _ 12 SPACES I SP./ 23 SPACES TOWN COMMENTS 4. BRIDGE DESIGN WILL BE REVIEWED & APPROVED BY THE TOWN'S La 150 SF GLA=30 EXISTING REQUIRED PROVIDED PARK & RECREATION DEPARTMENT & C.T. MALE, AND IMPERMEABLE AREA 3.8% 3'�% MAX. 6.0% Project 01152 20 o to 20 - GRAPHIC SCALE Date 5 29 02 _ -- 80 CAD # ou�z�.a� _ • Drawing r ---- --- ----- _ __ _ - ---- _.__ -.--__-- --- the LA grou p -- ____----�- P Landsca e Architecture and Engineering, P.0 LEGEND: -O ... . . • . � . . , i I \ 40 Long Alley II PROPERTY LINE + � Saratoga Springs LIMIT OF CONSTRUCTION LINE I \ / New York 12866 3.10 ' L 518/587-8100 0 00 :. ... . . : . : . : : . . . .. . . Telefax 518/587-0180 f .. . . II WETLANDS AREA , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. 1 / -1.58 1 3.57 I LEAN TO -0.15 7.6 • / + • Unauthorized alteration or , ' -2.92 addition to this document + . is a violation of Section of w York State 720 he New Y r La f 9 FRIENDSHIP LODGE ROC 0 Education Law. -3 72 + ` ©the LA Group 2001 2.17 Desi n LTM S _ g B• , .3,51 3.79 s _, 1 Drawn LTM _ _ • , � �� Checked DRL , 1 DEC WETLANDS 0100 `\ I, >i �� ■� ���I '000 JOY.MCCOOu&ZtLQ1 " `• ` ' ' ARCHRECM MID PLANNERS.P.C. . LANDS N/F OF ` + 0100 NEW FOUNTAIN SQUARE ... MACDONALD I ' I � •�' �• � � � � \ 1 � I2 VVAtiIN STREET ' w� I P.O.Box 725 I ! ~_ �• ' GLENS hus.NY 12WI • ' �• � I FAxSi&793.1735 I• 4 + �.. --�1.90 � 1.5 II HP L � 2.13 + �. / ,--. 1. \ ► Pa OTE: NEW WOODCHIP WALK TO BE AT Q AT EXISTING WALKWAYS TOERE REMAIN QES • • U 1.07 HP ROCK , 0.84 Q 1.82 2• - _ SILT•FENCE 1.49 b N, SILT FENCE 5 ~� - 00 - �. '. SHED W ,,,� 3.89 o � Z w II . 75' WETLAND BUFFER \ .•�•. , .`.3 7 moo ftft OS MP ' I 2 •2 DECK K'ACK ��..✓ ��+..,�, air► _ I' ��- 306.0 t.. ��� ' SRO --, /� OUSE . . . . . . . . . . .. . DECK P��P . , . . . . ,�303,0� 304. 0 - O , tz 0 . . . . . . . . . .. ELEV. 306.0 . . . - - 2.� . .. . \ w FI1 FL. . LV.'.'�. . . . . . . .. . .'. . a , \ 304.0 1 i 3 : .'. .' �U A MP I c,+ 1 5 / O SILT FENCE _ AIDS N F OF 'XIS ; . FI.N• : : L.•. : _ COLANGELLO l . . . . . . . . rA B . R. .. . . . . . . . . . . . ..TO. . . . . . . . ROCK - ] � � GRADES AT EXISTING EDGEDE AT NEW OF GARAGE TO T 1 . . •t U . WITH,SMOOTH TRANSITION C� o 1.:.71 '� --- 303. 3 - 0 L , 3-0 V 0 8 ./. 43 + 301.8 \ 3�3 ROCK ; L , sos• • *� T 2 -- . 02. _ - / __ . . . . . . . 8 3 rsn ^� 1•4 . II "aftoft + Oil ems. 02.1 } FIN. GRADE AT NEW PAVEMENT TO MEET r- O GRADES AT EXISTING PAVEMENT TO r"� s♦ T a REMAIN MATH SMOOTH TRANSITION � 302:�, 30 FRONT Y b . E 337 -04 ter. ems, ,` V EASING UTIUT[LS 3p2 � . ,\ V1 � �h TO REMAIN -._ -- i O FIN. GRADE AT NEW PAVEMENT TO MEET • `--�.�10 S07•18 0.00 GRADES AT EXISTING PAVEMENT TO ems.,, �, .1 '27"yy �� '�� REMAIN WITH SMOOTH TRANSITION __ __ . 04 -0.80 _ 3.80 132.3o'. - �+ 75' WETLAND BUFFER -- SOg 57'10"yy awaft maw C7 U C7 ' �� II -1.88 +1.05 Revisions + -�`�\ 6 25 02 APPROVAL NOTE 71/311/02 ENG. COMMENTS I ' PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION 5, THE APPLICANT MUST RECEIVE D.E.C. PERMIT AND S.P.D.E.S TOWN COMMENTS ADOPTED 8-20 02 BY THE PLANNING BOARD OF THE TOWN OF APPROVALS. ALSO THE D.E.C. MUST APPROVE THE WETLANDS R/1 9/02 QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: MITIGATION PROPOSAL, AND TOWN tOnMMENTS 1. CULVERT & STORM WATER SITUATION SHOULD BE REVIEWED & 6. FINAL UPDATED PLANS WILL INCLUDE ALL WALKWAY CHANGES TO 9�3 v2-- APPROVED BY CT MALE & TOWN HIGHWAY DEPARTMENT. THE INCORPORATE NEW BOARDWALK & WALKWAY DESIGNS. PLANS WILL TOWN COMMENTS APPLICANT MUST SATISFACTORILY ADDRESS ANY & ALL CONCERNS, CLEARLY SHOW THE EXTENT OF THE PROPOSED WETLANDS 01152 AND MITIGATION AREA & THE PLANS WILL SHOW SILT FENCING & PI'O�eCt 2. DECKING OF BRIDGE, WALKWAYS, & DECK WILL NOT BE MADE OF RESEEDING OF DISTURBED AREAS. Date 5 29 02 SC ALE CALF O1152>».�. II ARSENIC TREATED, PRESSURE TREATED WOOD, AND CAD # �_ . 3. THE PROPOSAL MUST RECEIVE C.T. MALE ENGINEERING REVIEW 20 0 10 20 40 SO SIGNOFF, AND Drawing 4. BRIDGE DESIGN WILL BE REVIEWED & APPROVED BY THE TOWN'S L-4 PARK & RECREATION DEPARTMENT & C.T. MALE, AND IN FEET , II i . . . . . . . . . . . . . . . . ; . the LA group r ' ': .. Landscape Architecture LEGEND: . . . . . . . . . . .. . and Engineering, P.C. - 40 Long Alley tea, �n PROPERTY LINE ' Saratoga Springs I ; t : . . : : New York 12866 -- — — LIMIT OF CONSTRUCTION LINE . . . 518 587 8100 I Telefax 518/587-0180 r WETLANDS AREA I ; • LEAN TO r r r I ROCK OUTCROP FRIENDSHIP LODGE r r r r \ / ` Unauthorized alteration or + DECIDUOUS TREE I, addition to this document I ' is a violation of Section 7209 of the New York State Education Law. '\ I . r EVERGREEN TREE �^ l ©the LA Group 2001 IDesign LTM SHRUB Drawn LTM towGROUNDCOVER DEC WETLANDS . . l / Checked DRL mom 000 ' WILDFLO R MIX' TO LI ' IT � !' �' 1 I • NEW LAWN/ I `\ 1 I ` �"' Gomm I OF DISTURBANCE, TY CAL r sore 000 C_EXISTING WOODED AREA— �• NEW LAWN/WILDFLOWER MIX 'TO -LIMITS • \ \ OF DISTURBANCE, TYPICAL. . r . i \\ ' --LANM LOFLOWER MIX I LIMIT OF CONSTRUCTION U TYPICAZ` ROCK . '` Q /. � . . . . . . . . . . . . . . a SILT FENCE -_�__ IN a SHED 0 NEW LAWN/WILDFLOWER MIX TO LI 40 ° OF DISTURBANCE, TYPICAL' • ' \ 2 �`� ' a IX . Go 75' WETLAND BUFFER LAWN/WILDFLOWER M 11 '. \ \ O �i 'T soma HOUSE3 �-- � � Na \ '. . . .. , . . . .. . . .. . . . ' ~ EXISTING VEGETATION TO REMAIN TO EXTENT 12 . ... .. . ... ..:.:. \. POSSIBLE. ALL EXISTING VEGETATION BEYOND S " 1 O LINE TO REMAIN. FIELD VERIFY - _ SILT FENCE " . PROPERTY J LOCATION OF EXISTING TREES. AND STAKE 3 �j o ... .............:.:. .:. ... . . . . . FOR APPROVAL / LIMITS OF NEW PAVEMENT PF .. .. . . . . .. .. . . . . . . . . . . . .. .... . . .. . .. . . . . . . PRIOR TO REMOVAL OF ANY EXISTING 3 VEGETATION. . . . . . . . . . . . . .. . . . . . . .. . . ... . .. ... . . . . . . . .. . .. . .. .. . .. . ..'.'..'.'.'. .'. . . .. ' 1 0 Vow( 1 . . .. . .. .. . .. .'.' ... . . . . .. .. . 3 , / .� - '.'.. . . .'. is ' ! ROCK . �, Q° . . . . . . . . . . . . I . . . . . : _ .'.. . . .. . . . . . . . . . .. . . . . . . . . . LIMIT OF CONSTRUCTION LINE, TYPICAL O �1 • {-� AS s 1 : : : . NEW LAWN TO LIMITS . w PF 20 OF DISTURBANCE, TYPICAL , AR 5 AR ROCKCS list VD EXISTING WOODED AREA—) �� - �/ `� F 25 �15 / 0 EF Noma domm saw -LAWN ess� e_ ""----� �� 1 .< 0 r� T % 30' FRONT YARD SETBA MONO SNOW s� LAWN ass •� ' e� I 4--t 75 WETLAND BUFFER Oman t/1 O Z PLANTING SCHEDULE Revisions SYMBOLLKEY QUTITY BOTANICAL NAME COMMON NAME OOT ;;�E R COMMENTS APPROVAL NOTE AN TREES - DECIDUOUS a EVERGREEN PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION 5. THE APPLICANT MUST RECEIVE D.E.C. PERMIT AND S.P.D.E.S 7 3 /02 ADOPTED 8-20-02 BY THE PLANNING BOARD OF THE TOWN OF APPROVALS. ALSO THE D.E.C. MUST APPROVE THE WETLANDS / AS 1 Acer sacchonnn 'green mountain' Green Mountain Sugar Maple 2 I/2 - 3' cal B e B QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: MITIGATION PROPOSAL, AND TOWN COMMENT PG II Piceo glauca White Spruce 5 - 6' M B a B 1. CULVERT & STORMWATER SITUATION SHOULD BE REVIEWED & 6. FINAL UPDATED PLANS WILL INCLUDE ALL WALKWAY CHANGES TO 8/19IZ02 APPROVED BY CT MALE & TOWN HIGHWAY DEPARTMENT. THE INCORPORATE NEW BOARDWALK & WALKWAY DESIGNS. PLANS WILL TOWNCOMMENT SHRUBS. GROUNDCOVERS a PERENNIALS APPLICANT MUST SATISFACTORILY ADDRESS ANY & ALL CONCERNS, CLEARLY SHOW THE EXTENT OF THE PROPOSED WETLANDS 9 13 02 AND MITIGATION AREA & THE PLANS WILL SHOW SILT FENCING & TOWN COMMENT AR 51 Arctosta h los Uva-Ursi Beorberry 1 ad. coint. cont. plant '-0" O.C. 2. DECKING OF BRIDGE:, WALKWAYS, & DECK WILL NOT BE MADE OF RESEEDING OF DISTURBED AREAS. CS 15 C anthemurn x rbum 'Alaska' Shasta Dais Cont. ARSENIC TREATED, PRESSURE TREATED WOOD, AND Project 5/2902 EF Euon s Fortunei 'Coloroto' INeat Mlinteru 3. THE PROPOSAL MUST RECEIVE C.T. MALE ENGINEERING REVIEW GRAPHIC SCALE DateFI 5 29 3 - 4' M Cont. SIGNOFF, AND 20 0 10 20 40 80 CAD # 0115A*dwil SN 18 30"- W B & B 4. BRIDGE DESIGN WILL BE REVIEWED & APPROVED BY THE TOWN'S g 8 8 m 3 - 4' ht PARK & RECREATION DEPARTMENT & C.J. MALE, AND Drawing v 8 Viburnum tu IN FEET L-5 i 0 SIGN PANEL (12 x 18") • SPACE SHRUBS AS LETTERING PER THE MANUAL OF I" N.Y.5. D.O.T. TYPE 6 TOP "^� INDICATED ON PLANS UNIFORM TRAFFIC CONTROL BACKGROUND COLER DEVICES COURSE BITUMINOUS CONCRETE �.r `� LLLLLL BE WHITE, CHARACTERS TO BE BLACK, t11C LA group 2 I/2" N.Y.S. D.O.T. TYPE 3 BINDER �w �'�c,� 3" DEEP MULCH �PAPKIN�. INTERNATIONAL SYMBOL OF Landscape Architecture LITY TO BE BLUE COURSE BITUMINOUS CONCRETE '�- ,.i ° 3' HT. PLANTING MIX SAUCER C � OR D.O.T.ACCESSIB STANDARD STOP" SIGN and Engineering, P.C. . . . • . - - . . 3° FG. woo' wl R.I. 0 Long Al ., 4 ng ley ii �✓ �; � r�� .�. ' Saratoga Springs `> ,- `�.j - t�?i .�'.' .`:; �:�.. .. GUT AND REMOVE BURLAP FROM �`�� r Li n'� 12" N.Y.S. D.O.T. SECT. �. \ TOP I/3 OF ROOT BALL New York 12866 304, TYPE 4 GRAVEL ' 518 587 8100 e e ax 518/587-0180 Dab �'a ��� 0 COMPACTED TO 95% STD. PROCTOR N 5UBGRADE - COMPACTED TO 90% AMENDED BAGKFILL = 5TD. PROCTOR SCARIFY SU5501L TO MIN. 4" DEPTH "U" CHANNEL POST BITUMINOUS PAVEMENT DETAIL SHRUB PLANTING DETAIL Unauthorized alteration or 16 addition to this document N.T.S. N75. is a violation of Section NOTES: FINISH GRADE 7209 of the New York State ' •TREE SHALL BEAR SAME RELATIONSHIP Education Law. p TO FINISH GRADE AS IN THE NURSERY. � • *THIN BRANCHES t FOLIAGE AS DIRECTED ©the LA Group 2001 2" LT TOP ` WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. P GRAVEL SUBBASE •TREE SHALL BE PLUMB t STRAIGHT. •�� �` •� � ATTACH 1/8" GALV. STEEL CABLE 5 ••% Er TO STAKE. NOTCH STAKE TO RECEIVE Design LTM I COMPACTED SUBGRADE / CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE ,,- "" _ `"`� o i Drawn LTM FIRST BRANCH. SECURE ALL ENDS OF 3,000 PSI CONCRETE FOOTING (TYP.) N CABLE WITH GALV. CLAMPS. Checked DRL •\ , p 4" GALV. TURNBUCKLE EA. CABLE ` IM It 11 IN. 31m x 8' CEDAR STAKES, 3 PER BITUMINOUSWALK DE AIL TREE. STAKES TO BE SAME HEIGHT, HANDICAP PARKING SIGN 22,_0. DRIVEN IN ON AN SLIGHT ANGLE. TYP STAKES TO BE OUTSIDE OF ROOT BALL. 10 N.T.S. NEATLY WRAP ALL DECIDUOUS TRUNKS E N.T.5. F G TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) JOY, ECTSCAONOL&Z11 3" HT. PLANTING MIX SAUCER 4" CONCRETE, SEE CONCRETE SPEC. o, -� 3" DEPTH PINE BARK MULCH; � � _ - - SOFT BRISTLE BROOM <:�• � - Nr'w Fr.uHrn,n SQUARE FINISH PERPENDICULAR TO WALK PULL MULCH AWAY FROM TRUNK. 12WANNCN ST"[tr P.o..Is x 725 so AMENDED PLANTING MIX, COMPACTED GLF.HS FA, .NY 12801 • s _ GUT ROPE SURROUNDING BOTTOM OF TREE _ - -- _ -Y 51a-7e�o7e6 -'' -- �L .� - FAx518-793-1735 TRUNK AFTER BACKFILLING BUT BEFORE E� r MULCHING. DO NOT REMOVE BURLAP. 11 T P� = �T Lv.f��! 3? A"fJ11ir (J t1 :T + -- � .r .._CSo�c AND +i'�`.""k-+T+�. . . :-:--t-,�•r- . -,`R-.`�r,--�--�` - 3.L�' N N N NATIVE SOIL DRAINAGE MOUND, 7 ;' -_- T + ter • �� SEED WITH RUSH L +I r ; r T •. S /BU RUSH MIX r ' rs 6 X 6 # 6/6 W.W.M., 2 CLR COMPACTED TO 92% r' 1500 ✓ r1 1 , CIS 11Q1tT?ari'i T=rri RATE OF 1 LB PER 43.560 SF - C' — SF AT UNDISTURBED 5UBGRADE + --- y, _�,_ 1'E'RMT BY NLNABEN a•SEEDS` � _ - - , f' - _ r I _ �+'- - - 37.3'X Juncos sftasus -Sots Rush T V t ` i ± _ 1 f i'7' { j . '.i, .i '7T a J4.4X Scirpus otroNrsns �yy \ ''•. \ �� .� - - {-- �- -rr' .I_T I _) 16.Y>< Yi -t+'•en 8u1Nsb { CI - r \ \•••.••y... �•,,,�,� l ••••^I^•>•punge1aM11antM"-$at,Strn Mlrueh N `r .T-- ;,r..,--1 -J - -�.iC i ,i 1 F 1.31< p h?wiws Wool Gran F�1 ,. 6 DEPTH GRANULAR SUBBASE COURSE r__ -1 a,s s< f NY5DOT SECT. 304. TYPE 4 DECIDUOUS TREE PLANTING = IrW W+n9sns-Common T .Sqwe COMPACTED TO 95% STD. PROCTOR -1 T N.T.S. ,1 -1 _ ! ,} t'r t �t�+. 't 'r- ,-I L . I a 5UBGRADE COMPACTED TO 90X _ _ _ TI i tt i 11 . + - +1. PLACE 24" + { . . o r x r UNROOTED WOODY CUTTINGS IN HL T V 1-k T� 1 Tit er RANDOM DRIFTS OF LIKE SPECIES IN rl .til STD. PROCTOR ]]�� CLUMPS OF 10-15 ® 3' OCEW NOTES: SPECIFIED STONE RIP-RAP FILL t -EXPANSION JOINT SPACING - �20-25 O.G. t R ? —: : ; l,d'-{� f = f —�-C, - - SALIX INTERIOR (SANDBAR WILLOW) O Tr CORNUS SERICEA RED-OSIER DOGWOOD �:' ~ N -CONTROL JOINT SPACING - 5 O.G. NOMINAL .; �1'Ct� -- _ 1 -GROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 2% TYP.) l ' _. ti nTlt3 � rx:r ' K � 1 _^ - �- 0 0 0 �. CORRUGATED HOPE STORM PROPOSED FINISHED GRADE- � '- - --•-r - =� 1 rt- �- i*ay Co"aay.flaa Snd MIX _. -MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED 1:20 SEE PLANS I' 1 �, - ►--+ - -j '` f' N SEWER PIPE; REFER TO I �+ } - ' L 33xr;"n.ele PLANS FOR SIZE AND LENGTH l . . I - 1 _L _ _ 33%creepingred - o . lQl = r ., HDPE FLARED END SECTION WITH _ F �-_ s-5 _E ...t T_�-i �s ►�r --- t -_ :- 1z 7sssx�Y�xy�„eg , 4" DEPTH CONCRETE PAVEMENT 912 _ CORRUGATION COUPLING MATCHING T. �- z CONDUIT CORRUGATIONS t HAVING i '—t o.asxwbm 3 ANC14O R TOE PIECE. _._ _+_ _ - ,* - N.T.S. � _ . ._ .___. . _ to (aZ] k v aa .a o ^ y C u 00Z 00 CY JOINT SEAL PER SPEC. W ! 2" 2" FLARED END SECTION cn WETLAND CREATION AREA DETAIL 107 TOOLED JOINT W/ 114" RADIUS EDGES AS SHOWN, TYP. " MIRAFI 140N FILTER FABRIC UNDER �+ 12 FLARED END SECTION t RIPRAP « N.T.S. 6.4 Q , PREMOULDED JOINT FILLER 1 ••� �. >�.90�. A5 REQ'D. - IO MIN. 4'X4'lO�T EXPANSION JOINTS TO OCCUR 60' O.G. MAX SECTION VIEW WD MT rNM w MiAO/N Z 1/2" JOINT E AT ALL CURBS, WALLS, E WHERE SHOWN PLAN VIEW ON PLANS OR OTHER DETAILS =' RAID ~ � EXPANSION JOINT •U Z 0 W � w sr 2" 2" TOOLED JOINT 5' O.C. OR A5 SHOWN FLARED—END SECTION V two aae�wt r ale r- ON PLANS i OTHER DETAILS OR 8 TO MATCH EXIST. SCORE JOINTS. N.T.S. F-1 _ ° a ° TOOLING SHALL ALSO OCCUR AROUND ° t111ADOLXlOXT "� ° d a° a W XOLIi 11NN1 IOXT X iA1N V ENTIRE PERIMETER OF GONG. PAVEMENT. A. ° . � .a .a .° ° .. ° a � � a. ° ° & a a .. . ° ° `° ° < ° . . ".. 4 a 4 4 � -X ', e , W X 4 Yll�7lXI01lr1 1OLp �,e/ ° d ° a DROP CURB a �. � 4 4 ° d° 1/2" JOINT SCORE JOINT < ° d° . ° d ° . °. d °. ° ° ° (1/4" MAX. REVEAL) d 4 44 :.";\ ✓'' 4 44 .\ d !■���MDE 4 4 ML11111Q®r0it NIQI01! V Q 4 x Q ° d. ° c a d VD d .. o a ° . . .° c •may w i ; a s4 a N 4 a 4 4 CONCRETE PVMT. d 4 6 CURB 4 4 >t000PAL ooMae>IE Foona�ar AMM a a: N ° ° a a 4 4 4i 44 EXPANSION/SCORE JOINTS 49_� VE N=MIN INWITU X8 F" .fl 4 CONCRET FREE STANDING HANDICAP N.T.S. SIDEWALK 5' SIGN TO MEET ANSI STDS. WM BFM Dq WALKWAYS i DEW WU ,';� � 0-O" T �� �ANY TREATED � (12 x 18" MIN. SIZE. 4'-0" CROSS-SECTION y MIN. MOUNTING HEIGHT AT `� 1F.D � BOTTOM OF SIGN). SIGN � N N MAX. SLOF 6 SHALL NOT BE OBSCURED [� 36 MIN., 2 HARDWOOD FENCE POSTS, ALONG CURB BY A VEHICLE IN THIS SPACE. ALisw►7 1=A9000CM sm. w DRIVEN MIN. ib" INTO GROUND 1:10 P p1 TO1 "*•, Q 4" WIDE PARKING Cie) �+ ' MAX. C. TO G. 36' MIN. FENCE P05 LINES PAINTED WHITE W-N-1 �y" w ••e•, Cd NON - HG PARKING ~ - - - - _ SPACE (TYP.) ANSI STANDARD E - _ HANDICAP SYMBOLN� w _ -_ _ - _- - -_ 140X MIRAFI FABRIC - - _ _ OR APPROVED EQ. ReV1S1OIIS - - -- Ca - dl -- Q4 - - - ---- - - - - Z 4 4 4 4 - - - — 7 31 0 - -- - . NOTE: 4 4 . �.� _- - -- - _ = 4 4 4 TOWN COMMENT . - - _ ___ _ - PROVIDE I HANDICAP SPACE IN 4 t FLOW C4 NEE' EVERY 25 PARKING SPACES UP 4 4 ®� 4 4 E E 8/19,402 MAXIMUM SLOPE WITHIN UP TO 100. I HANDICAP SPACE 'j'Oy1TN t;UMMEN_� HANDICAPPED PARKING IN EVERY 50 SPACES OVER 100. 9 13 02 AND/OR STRIPED AREA w SHALL NOT EXCEED 1:2 (AS PER N.Y.S. BLDG. CODE) 4 4 TOW COMMENT_ : . 4 . >Ir ooNae�E tta>w �wOC PAINTEDNO-PARKIW TH NG STRIP r 44 4 4 44 ---- cU FLOW EMBED FILTER CLOTH - MIN. 8" INTO GROUND Z l_ N , p DIAGONAL LINES 4 LNI�JE���iLEFA� Project 011�>ti FLOW 9 O TYP 8-O TYP. TYP. 4 4 J <<� ; La I X MIRAFI FABRIC OR APPROVED EQUAL; �9 /O� FASTENED SECURELY TO FENCE POSTS = 161_ R�tN E 5 2- _ PERSPECTIVE VIEW Date W/ STAPLES � Lill, U CAD # 01152 b ,J!9 SEG ON SIDE VIEW - D SILT FENCE DETAIL n TYPIC:AI PAPKINA I AYOI IT nFi"oll � PFnFSTRIAN RRInc�F Drawing .01