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2005-625 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20050625 Date Issued: Thursday, December 28, 2006 This is to certify that work requested to be done as shown by Permit Number P20050625 has been completed. Tax Map Number. 523400-227-006-0001-004-000-0000 Location: 24 MAYFLOWER Ln Owner. ROSETTI RESIDENCE TRUST Applicant: ROSETTI RESIDENCE TRUST This structure maybe occupied as a: Demolition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050625 Application Number: A20050625 Tax Map No: 523400-227-006-0001-004-000-0000 Permission is hereby granted to: ROSETTT RESIDF.NC'F, TRTTST For property located at: 24 MAYFLOWER Ln 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: ROSETTI RESIDENCE TRUST Demolition 427 NEW KARNER Rd Total Value ALBANY, NY 12205 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-625 MOVING HOUSE $20.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 01, 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 th f Qu s ay, September 01, 2005 SIGNED BY lby�y; for the Town of Queensbury. Director of Building&Code Enforcement RECD AUL LL Perrrtit No. Aim pplication for Demolition Permit Fee Paid_ Building&Codes Office—Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 Notes: _ Instructions/Requirements for a permit: Fill in all applicable spaces and submit two(2)plot plans,drawn to scale,showing lot boundaries with dimensions and adjacent roads/streets. Show all existing structures on the property and indicate which are to be demolished. Indicate on the plot plan the location of all utilities. 1. 11r �4� � onsible 1'or�'�'� k R=chard Rosetti Richard Ros'etti Richard Rosetti '.' 427 New Kanner Road 427 New Karner Road 427 New Karner Road a� � Albany, NY 12205 Albany, NY 12205 Albany, NY 12205 Pf ii 7 . M (518) 869-5587 (518}869-5587 Ext 150 518) 86 — Fa P,h - t518) 869-2433 _ (518) 869-2433 t 1 2. Location of demolition: 24 Mayflower Ln 3. Tax Map No. 227.E-1-.4 4. Where will demolition material be disposed of? Moving House _ 5. Asbestos Information a '7, A copy of Asbestos Removal Report must be filed with our office before demolition begins. a. Is there any asbestos within the building to be demolished? ❑Yes No If YES, our office needs the following information: b. Name of firm removing asbestos:_ V 1- C. License number of firm: A),+ d. Indicate location where asbestos material will be disposed ,O,4 6. Structure Information a. Indicate which structure(s)will be demolished: []Reside; [garage; ❑storage building; []business; Mother b. Size of structure: ft.by ft. C. Number of stories d. Foundation type: ❑full cellar; ❑crawl space; ©slab e. Foundation: Qwill be removed; Qwill not be removed f. Structure(s): ®will be replaced; nwill not be replaced 7. Utilities Information Indicate utilities for this structure: ❑gas ®electric ®propane Donsite well-water pump ❑public water Dpublic see er Have you notified the To ater Dept. for public water and public sewer disonnect? ❑Yes F No Have all utilities bee Jsc nn cted? ❑Yes ❑No Signature of Applicant: Date: Qr*QUCPNODu14Y 4 PJlfi ij.- µye( Permit Number (town use) RECEIVED r Town of Queensbury SEP 2 9 2005 Application for Stormwater Management Pemit ZONING Under Chapter 147, Stormwater Management, LL 4-99B&C PLANNING FM EXEC.DIR, THIS APPLICATION 1S FOR A 0 Major Project Minor Project t s, 1. OWNER fg INDIVIDUAL D PARTNERSHIP p ASSOCIATION D CORPORATION Q MUNICIPALITY D AGENCY NAME Richard Rosetti PHONE(518)869-5587 Ext 150 MAILING ADDRESS 427 New Karner Road CITY Albany I STATE New York ZIP CODE 12205 2. AGENT QSAME AS OWNER 0 CONTRACTOR 0 ATTORNEY D CONSULTANT 0 CONTACT PERSON NAME PHONE MAILING ADDRESS CITY STATE ZIP CODE 3. CONTRACTOR §PAME AS AGENT NAME PHONE MAILING ADDRESS CITY STATE ZIP CODE 4. PROJECT LOCATION FACILITY NAME (if not residential) SECTION 227.6 BLOCK 1 LOT 4 STREET 24 Mayflower Lane ZONING CLASSIFICATION PROPERTY IS PRESENTLY 0 VACANT 0 PARTIALLY DEVELOPED OEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? J.No 0 Yes, name of subdivision 5. PROJECT DESCRIPTION PROJECT Single Family Home PROJECTINVOLVES: °Earthwork/Landscaping 0 Tree Clearing R44puse Construction or Addition 0 Driveway Construction [garage Construction 0 Detached Structure 0 Septic System jModification of a Stormwater Device 0 Other L:\CRAIG\TEMPLATE&STWATAPPS7TOWN STORMWATER APPL.DOC 11/2000 Page 1 of 3 PROPOSED USE 0 Residential(seasonal) ©Residential(year-round) 0 Association 0 Public 0 Commercial PROPOSED STARTING DATE 9/26/05 PROPOSED COMPLETION DATE DESCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: 0 0-5% (Level) 0 5-10% (Gradual slope) 010-15% (Moderate slope) )Greater than 15% (Steep Slope) IS ANY PORTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? 0 Yes 0 No (if yes,please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY 40,445.`7 _ACRES FT2 (circle one) TOTAL AREA OF LAND DISTURBANCE: i 5l0? �� FT (do not include area of stormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: +TW-a.1 1545 L)r FT TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: Z '3Z . (see instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: Li) 'biW to wi-L4, ►p�5 HAS AN EROSION CONTROL PLAN BEEN PREPARED? KYes, plan is attached 0 No If no, please contact your County Soil&Water Conservation District for assistance: Warren County 623-3119 7. SITE INSPECTION During the processing of this application town personnel may need to visit this site for the purpose of inspecting, measuring and/or photographing site conditions. I authorize town personnel to conduct such a site inspection A yes A no I wish to be contacted prior to any site inspection 0 yes A no 8. CERTIFICATION I hereby affirm that the information on this form and all attachments submitted herewith is true to the best of my knowledge and belief. As a condition to the issuance of a permit, the applicant accepts full legal responsibility for all damage,direct and indirect, or whatever nature, and by whomever suffered, arising out of the project described herein and agrees to indemnify and save harmless the town from suits, actions, damages and costs of every name and description resulting from the said project. SIGNA RE OF OWNER DATE 9�Iqlof' SIGNATURE OF AGENT DATE INCLUDE WITH THIS FORM: • Site location map 0 Project plans on V/2 X 11 size paper(Submit 4 copies of anyplans larger than 11X17) Q Names and legal mailing addresses of anyco-owners of the property • Attachment A(for major projects only) • Stormwater Control Report(for major projects onij • Environmental Assessment Form (for major projects onl4 Failure to include any one of the required items will result in an incomplete notice and delay in processing your application. Permits and approvals may be required from other agencies. for town use only L:\CRAIG\TEMPLATE&STWATAPPS\TOWN STORMWATER APPL.DOC 1112000 Page 2 of 3 The project is approved as shown on the attached approved plans and subject to the conditions listed on the attached Schedule A. Approved by on Permit E)pires Zoning Administrator Date CONDITIONS OF APPROVAL ATTACHMENT A to Stormwater Management Permit Application Permits or approvals required from other agencies Agency Permit or Approval Date Applied Date Issued Adjoining Property Owners List all parcels within 500 feet Tax Parcel Number Name Mailing Address UkCRAIGITEMPLATEaSTWATAPP&TOWN STORMWATER APPL.DOC 11/2000 Page 3 of 3 r ti Sheet / of 2— Prep.by 15 Dio Date 9-40--y 5- Checked by Date Design Indent,:SH.No. County tnf P.I.N. CONSTRUCTION JOB STAMP Job Title /`eSEr r# - 1'r dui �-&a J&40 Uppka- 4vv,,E a' 2V ASS lq t7R."W£ `A" oat 94T AoA e• �, ZS 33 Nro�s 2!(�7.34 s tf Dit Isi� 4-l' +- 6-7s i TVA—e *'2- 5� a �ftf5� �t+irt` .+ fTQ�WE-Q 20#0 34- 84c -t- 2,971.E ��G�: iwl�� �- rMw . wnkJl�:• (5►9-77, SC�•s�, ,/�� 3.-7G!Z--7 !0'1{ CK € ttI n1ST 22a f12/731 I.R.No. Prep.by Date Checked by Date Sheet 2 of Z Prep.by _�_ Date 9 2/-Os" Checked by Date Design Indent,:SH.No. County Dn f P.I.N. CONSTRUCTION JOB STAMP Job Title_Y?"s t7Tt — fficrf wr�� r4 Us7-2KK Vim, f VSM,1E A —) " VIJVIl 4*.w Stt+"� 359. 'sots,t 0-10 to vsf Aay. o =010 Ah 1n�3 a Q 4, 874-19 114 1.,-'T .', use �2� �` ►`�., 1�'N o �CttS w� 6,s � Gew�n ary d 14 )IST 22a(12/73) I.R.No. Prep.by Date Checked by Date ( lands now or - ortnerlL- of Paris and Khcofera 1 .S2 n S ' l8 `ao""E. I55.89 \L 00 EEI o a; W 2Zo.'94" 00 moo. ' ve •i-h� es-�-n�e o� ��\ � � � r �`� ice— l� Uric. P�p,�s >larirj � ✓ aqe —l"�� TOWN OF O� "• _ ref �.sco ro,5 _ BUILDING & f APT REV 4 t�N EU Y oAT ----_ ---- t.. • � __ Ptot Plart ,urvey Map based prepares! �� Ric�tz�.rd C. Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: � • Jam/ Depart: am/pm Date Inspection request received: Inspector's Initials: NAME: sc PERMIT#: C? LOCATION: DATE: _ TYPE OF STRUCTURE: I t�0���' Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location 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 1 6 OVJ Relief Valve(s)installed/Heat Trap/Water Temp 110 � ��' Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%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 required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent IF L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised I00405.doc IA STATE OF NEW YORK RECD AUG 8 - 2005 LAKE GEORGE PARK COMMISSION PO Sox 749, 75 Fort George Rd 1„ r: Lake George NY 12845 R tel (518)668-9347 fax(518)668-5001 £x�E`S'°ate www.lgpc.state.ny.us info@lgpc.state.ny.us Bruce E. Young Michael P. White Chair Executive Director August 02, 2005 Mark Handelman 0 5-6AS- 1555 Lexington Parkway Schenectady, NY 12309 Permit#: 5234-11-05 Parcel #: 239.15-1-12, Town of Queensbury PERMIT MODIFICATION In accordance with your written request the above referenced permit is hereby modified to replace Schedule A, page 4 of 4 with the attached Schedule A which has been revised to shown that the dock is uncovered. All other terms and conditions remain as written in the original permit. Please attach this modification to the front of your original permit. If you have any questions please contact the undersigned. Sincerely 200` Molly Gall gher Deputy Permit Administrator cc: Law Enforcement Town of Queensbury Frank De Nardo LAKE GPORGE PARK RF SKETCH REC D A U G 8 2005 FACILITY PLAN/WHARF SKETCHCH FACILITY: Pry,jate (. ,�ro yt LGPC Registration #5234-22-94 OWNER:"� MQ.f�, 4arae-1 fnCin1 Attachment A TOWN:uvecos1&-r4 PARCEL ID# 3-1-ILI 0 DRAWN BY: fAt01 S Gcj, k btb1ne_r DATE: 11-7-94 BASE MAP FROM: tcV9 Z Sjrt e:!• 64 XdAn Van DJsen WHARF MEASUREMENTS FROM: tjjj Ig4 bite lnspec kloa MokL C-C&(44�ef Qcgci- COMMENTS: -bsw ex e G.0 l=i.S a 7.81 At S. 3s.o aa,o' 16.0� ,�, ��'11� 3 S.4' ao•v' 1 o•o' 63.0' Schedule A Page 4 of 4 Permit#5234-11-05 Van Warmer x Bay ' NOTES: 1. TOPOGRAPHIC AND PROPERTY LINE INFORMATION TAKEN LEGEND FROM PLAN ENTITLED PROPOSED PLOT PLAN OF LANDS FOR fv / 32 RICHARD C. ROSETTI". BY O.J. MEYER & SON, AND DATED / 'LN Az PROPERTY LINE Q w JULY 14, 2005. SITE / P Ripley •..• . 2. THE PROPOSED STRUCTURE FOR 1HE LOT ALONG PILOT — —502— — — — — EXISTING CONTOUR /KNOB ROAD IS THE EXISTING DWELLING LOCATED ON THE fdiddde Bay Hattskiri Ba LOT ALONG THE LAKE. THIS STRUCTURE WILL BE MOVED UP 498 PROPOSED CONTOUR // Y THE HILL TO THE NEW LOCATION. EXISTING EDGE OF PAVEMENT l: 3. THE PROPOSED SEPTIC SYSTEM SHOWN FOR THE LOT PROPOSED EDGE OF PAVEMENT / Cleverdak"• ; Sheldon • • , ALONG PILOT KNOB ROAD IS FOR SCHEMATIC PURPOSES Pant ONLY. SF SF PROPOSED SILT FENCE LOD LOD ucxtr PROPOSED LIMITS OF DISTURBANCE Sandy Bay � ••• _ khtit:at .embty Marina nt ' Aubm g O •; -r 06"i SITE LOCATION MAP SCALE: 1" = 2000' i I _ PROPOSED STOCK/ BORROW PILE (TYP.) EXISTING PROPOSED 8' DIA DRYWELL RESIDENCE (TYP•) THIS SECTION OF SILT FENCE IS TO BE INSTALLED ONCE THE HOUSE IS MOV ED INTO ITS NEW LOCATION .... \ s o a g N tp �� o EXISTING DRIVEWAY N PROPOSED WELL CONNECTS INTO ��,, ���- so ( I MAYFLOWER DRIVE s \\\\ \ \\\ ,�;�--- 11 / to �`` ` " i°s °° w �O s \\\\\\\ \\\ \ \\\\ I �' 496 \\ A PPROXIMATE �� \ \ \ p'.-� ` 06' \ 220-94• 1 ` OCATION \ \ � � \ 1 OF TtC SYSTEM \ \ ►- \ \ O N 498—��0` AA S B \ \ \ PILE \\\ \\ \ \\ \\�� \ \\ \\ \ \ o \ \N\ \\ \ \\ \ \\ \ �\\ l a \ 60.00� 0 \\\\\ \ / �� / Vim'' I APPROXIMATE o LOCATION OF \` EXISTING \ \ \ o \ \7.s3 m DRIVEWAY \ \ \ \ 5 cw \` \ I NEW 5 o (TO REMAIN) \\ \ \ to7�p�ROPOf Daa 30oLAKE FE- \�\ � 0 � .P 6 (EX. �OUSE\ '' GFF E�•�498. it GEORGE \\ \\\ \ \\ OD FROM ,�OWER 3s3 \ I 1 \� \\\\\\\ \ \ 496 w .3 _ /i $ ------ LSD— L D"� LOB \ 1 \ �11 � \ \ {► \ FF EL.-5Y 50 \ 20' 20.69' \ OFF EL._49�c�0 GFF EL. 508.00 PROP \ \ \\\ \\\ \\ aaZ9 \ � \ DRIVEWAY \ \ \ 25.3 EXISTING ALL RETAINING � \ \\ \ \\�� \\_ _ Q \ \ \� g.13 o PROPOSED RETAINING WALL �� \ \ \ \ '& \ \ D\ O '-LUIT- \ o w EXISTING WELL \ \ ^ 90 PROPOSED a.. THIS SECTION OF THE PROPOSED SILT FENCE STABILIZED }' r\ \ \ to \ \ % , o� \ EXISTING TO BE INSTALLED FOR THE MOVING OF THE ENTRANCE �� \ a�a �`��+ \ oo \ RESIDENCE p� � \ \ \ \ I f EXISTING HOUSE UP TO ITS NEW LOCATION. ONCE N S PROPOSED RETAINING WALL HOUSE IS MOVED AND DISTURBED AREAS 490 _ , ` w 494 \\ PR POSED \ PILE 1 ,\ RESTABILI7_ED, THE SILT FENCE CAN BE REMOVED j' SEPTIC 1 � •� \ Z I / jsi \ PROPOSED 4' DIA. I I 1 \ \ CATCH BASIN I I \ \ (OPEN BOTTOM) 161 o s° O >Of — \ p a ILE PY TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT RECEIVED SEP 2 �q 7005 ACO ZONING B&C PLANNING F EXEC.DIR. FOR INFORMATION ONLY NOT FOR CONSTRUCTION - UNAUTHORIZED ALTERA11ON OR itttif�ttt ---- ADDITION TO THIS DRAWING IS OF S/TE PLAN -- A VIOLATION OF SECTION 7209 �0'`'��.•••••••• lk ''' SUBDIVISION 2, OF THE NEW = :.'� �'} RICHARD ROSETTI —. YORK STATE EDUCA110N LAW. PILOT KNOB ROAD ONLY COPIES MADE FROM THE _r i+ ORIGINAL OF THIS DRAWING NOTEr 48 HODS PRIOR TO ANY CONSTRUCTION BEARING AN ORIGINAL INKED : *j TOWNS OF QUEENSBURY & FORT ANN OR EMBOSSED SEAL AND ' �`� Lll' COUNTY OF WASHINGTON STATE OF NEW YORK ACTIYI'T�S THE CONTRACTOR SHALL CONTACT Q6# �,,, 4. , DIO SAFELY NEW YOW TO LOCATE ALL SIGNATURE SHALL BE CONSIDERED °a.• Ingalls associates, �; °• �:• �` engineers / surveyors DRAWN BY: S.D.P. CHECKED BY:D.F.I.TO BE VALID TRUE COPIES. `fiifipr' �${UR�ti��ti�~ UNDERGROUND UTILITIES. 1-8W-9e2-7"2 - ff�� uttttttt: tt���� 2803 GUILDBRLAND AVENUE ADD: DF.dwg JOB NO. 05-072 SCALE: 1" = 30' , _ © Copyright 2005 - Ingalls & SCHENECTADY. N.Y. 12306 N0. DATE: REVISIONS BY: Associates - All rights reserved DAVID F. INGALLS JR., P.E. PEON : (51) )3993 77 5 DATE N.Y.S. UC. NO. 064993 SEPTEMBER 21, 2005 SHEET 1 OF 2 i PRECAST PERFORATED "DRYWELL' RING SECTIONS AS MANUFACTURED BY FORT MILLER OR EQUAL. `.e e: •, .• SET GRATE AT DENSE BINDER ELEVATION 2m N� DESIGNED SI LOADING HS 20-44 .�:. SHAPE 9 SIZE OF OPENING RAISE WHEN TOP COURSE IS PAVED 4" TO MATCH FRAME de GRATE (TYP. ALL C.B.'s, M.H.'a. AND UTILITY BOXES 1 •� FRAME & GRATE LAPAN #100 24' BIKE-SAFE • 4 CAP NIT »e' ao O i:'`=%; IMPERVIOUS FILL 6" PRECAST CONCRETE %'=; 12" THICK MIN. . ING ;I. GRADE RINGS, 24e :%; "r''. _:,:�• I.D. OR MIN 2 - 'FIN_ . •-CEMENT MORTAR STORM �.e -A COURSES BRICK SET „� .`�» `•� FILLET SEE PLAN '� '° IN 3/6e GROUT BED �• `':': .' = '• LAST 10' OF PIPE ? 18 1 PRECAST REINFORCED •^ ''.'A '; i• SHALL BE PERFORATED -.,_r GEOSYNIHETIC REINFORCEMENT •;�: CONCRETE LID SET IN .r••,• _ - -- a . ti SEE PROFILE DRAWINGS & SUMMARY 3/8" GROUT BED. \ \ \ \ \ CHART FOR LENGTH, TYPE do SPACING *.• - :: NOTE: NOT TO SCALECn PRECAST REINFORCED CONCRETE '\\ \\/\\/\\/\\ _ - :...�` APPROX. LIMITS 000000 � 4�: 1pI.e�N MANHOLE AS MANUFACTURED BY / i f 'c:1 OF EXCAVATION THE FORT MILLER CO. INC., FORT >00000 MM MILLER. NEW YORK OR EQUAL /\\/\\/\/\/ _ I- (ASTM C 478) STEEL REINFORCEMENT- /\//\//\//\//\ +� CEMENT MORTAR :� MIX NO. 1 AND N0 6" X 6" - W 1.4 WWF IN BOTTOM \\ \\ \\ \\ \\ SEAL AROUND PIPE TYPICAL VERSA_LOdC • � =� CLEAN CRUSHED STONE AND SIDES (ASTM A 185) /\\/\/�24"-MIN \ w FILTER FABRIC (MIRAFl PAPER 140N) CONCRETE UNIT 24" THICK MIN. =III=TTT-�-RETAINED SET FRAME IN 8ED / /� //� OR WASHED GRAVEL) OF MORTAR HEAVY DUTY FRAME de COVER '\ \ AROUND PERFORATED SECTION OF (SEE DETAIL) _ CAMPBELL FOUNDRY No.1203 PIPE LAST 10') III=1 I I I BAd(FlLL FINAL GRADE \/ ;�• ! },':�. III-I I � CONC. SLAB j\/ • :�` �/ _ -_ I I I I CKFILL . 40 M'.; a ; i COMPAREINFOCTED S X OF MAXIMUM -- \/ ;`• /�/ '> STANDARD PROCTOR DENSITY. --s ".�». \\/ o •r'a� O O O O f+ SUITABLE NATIVE SILTY SAND e•9 f' PRECAST REINFORCED CONCRETE / ' ° d .: _s; v //\\� --==-_: '''' OR IMPORTED BANK RUN SAND OR SAND D GRAVEL CONFORMING DRYWELL AS MANUFACTURED BY STORM SEWER PER PLAN !: THE FORT MILLER CO. INC. FORT j// '� •' a \/ TO GRADATION LISTED BELOW. (IF APPLICABLE) �a 2r-6w �b: MILLER, NEW YORK OR EQUAL . r•b O O O d d9 /\\ r - STRUCTURAL e:R awe \/ d \ RAL FILL 74: \//\\Q d :• ° SIEVE SIZE PERCENT FINER BY WEIGHT 2* 100 ANNULAR RING OF CLEAN a :' 10' // \ \ \ \ \ \ \ \ \ \ \ \ \` \ \ /\\�/ '' ."• NO. 200 0-1NO. 40 5 STONE FILL ( NYSDOT (TENT 'd• b.:; /\/\/ /\/\/\/\/\/\/\/\/\/\ \/ \/ FINISHED GRADE 703.02 COURSE AGGREGJITE = / \/ \/\ ol\ \/\/\/\/\/\/\/ \/\/\/ //\/\ - - TYPE 3A), /2` 1HX3C AROUND �_ ? FOOTING /\ �\�\ \ \/\" ' /\/\/\/\/\/\/\ /\,/ /\ " _ _ - ,r~% - 4" DIA. DRAIN PIPE OUTLET OUTSIDE WALL of BASIN �.• e•,I ' / //�/�� �/\//�/�/\/\/\ /\ r\\�� SUe-BASE 6 -1? ':a�' - 9 END OF WALL OR o 40' C.;_ T CRUSHED STONE _ _ III-) ( (-) I I- I CENTERS MAX. SLOPE To i OR R.O.B. I <• I=1 I I=III=I 11= DRAIN. 1 8 PER FT: W -4a 8 UNDISTURBED EARTH �/ " ) / e a OR ROCK FILTER FABRIC i. WRAP STONE WITH " 24" MIN. TO GROUND WATER �T� FILTER FABRIC 6 COARSE GRAVEL STANDARD ROUND CONS CA11M WIN GRANULAR LEVELING PAD FOOTING N.T.S. TYPICAL SECTION, SOIL REINFORCED SEGMENTAL RETAINING WALL 6" THICK MIN. ITEM NO. 304.05 SUBBASE TYPE 4 DRY SCALE: 1/2" = i'-0" N.T.S. TYP" TREE G WALL DETAIL N.T.S. TEMPORARY EROSION AND SEDIMENT CONTROL NOTES: t 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED IN ACCORDANCE 4 WITH THE LATEST EDITION OF "NEW YORK GUID0.INES FOR URBAN EROSION AND SEDIMENT _ CONTROL". EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES. HIGHWAY PAVEMENT 2. IT IS THE INTENT OF THE EROSION CONTROL PLANS AND NOTES TO BE USED AS A GUIDE BY THE CONTRACTOR TO INSURE THAT NO ERODED MATERIAL MIGRATES FROM THE SITE 7. .�'.; OR ENTERS ANY WATER COURSE AS WELL. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT THIS GOAL IS MET, BY IMPLEMENTING THESE PLANS AS WELD. AS ANY ADDITIONAL MEASURES THAT MAY BE NEEDED TO ACHIEVE THIS GOAL ADDITIONAL MEASURES MA" QE REQUIRED BY THE TOWN ENGINEER. • lN. GRA VET_ SUBBASE 3. EROSION CONTROL DEVICES SHALL BE INSPECTED AT REGULAR INTERVALS AND IMMEDIATELY S?LAFTER ANY RAINFALL DEVICES MALL BE CLEANED AND REPAIRED AS NECESSARY TO ENSURE ACF E)pC® THEIR. PROPER OPERATION. ACF ENV1Rr7NMENTAL, INC. GE07EXVLE FABRIC 4. EROSION CONTROL DEVICE SHALL BE REMOVED ONLY WITH THE APPROVAL OF THE TOWN ENGINEER. 5. HAY SALE CHECK DAMS AND SILT FENCE TO FIE INSTALLED PER PLAN DETAILS. 6. WATER PUMPED AS A RESULT OF DEWATERING ACTIVITIES SHALL BE DISCHARGED INTO A DEWATERING PIT AS SHOWN ON THE PLAN DETAILS. 7. IT IS RECOMMENDED THAT ALL EROSION CONTROL DEVICES BE PLACED FOR THE ENTIRE PHASE AS SHOWN ON THE EROSION CONTROL PLAN. HOWEVER, PLACEMENT MAY BE DONE TO SUIT CONSTRUCTION SEQUENCING AS APPROVED BY THE TOWN ENGINEER. CATCH BASIN IN ROAD (FOR OFF-ROAD INSTALLATION, 8. PRIOR TO CONSTRUCTION OF ANY PHASE, AS SHOWN ON THE EROSION CONTROL PLANS, ADD STAKED SERA W HAY BALES AROUND PERIMETER OF INLET). THE STABILIZED CONSTRUCTION ENTRANCES MUST BE CONSTRUCTED AS SHOWN ON THE PLANS. 9. UPON INSTALLATION OF ANY CATCH BASIN, FILTER FABRIC SHALL BE PLACED UNDER THE CATCH BASIN SEDIMENT GRATE AND SHALL REMAIN UNTIL ROADWAY PAVING IS COMPLETE. CAPTURE DEVICE STABILIZED CU11UTRUM01V C'E DETAILS 10. ALL DISTURBED AREAS SHALL BE SEEDED AS SOON AS POSSIBLE NOT TO SCALE 11. DUST SHALL BE CONTROLLED ON ROADWAY AREAS BY THE APPUCA71ON OF WATER NOTE 4 AT THE DIRECTION OF THE TOWN ENGINEER. 50' MIN. EXISTING 12. EXISTING PAVEMENT AREAS SHALL BE CLEANED AS REQUIRED AT THE DIRECTION OF THE NOTE 6 PAVEMENT? TOWN ENGINEER. 6 MIN. :•..: 13. STOCK PILES SHALL BE SEEDED UPON SUSPENSION OF WORK FOR ANY PHASE, OR IF MATERIAL FINAL GRADE MOUNTABLE BERM IS NOT TO EIF USED WITHIN 14 DAYS. PAVEMENT I FILTER CLOTH Pfflea (OPTIONAL) 50' MIN. 2" X 2" WOOD POST AT 6' • CENTERS EXISTING NOTE 1 GEOTEXTILE (ETD BE ( SOME LOCATIONS MAY REQUIRE CLOSER SPACING GROUND NOTE 1 SECURED TO WOOD POSTS) OF POSTS TO ACHIEVE PROPER STABILITY ) NOTE 5 m FLOW 1 .: ORIGINAL GRADE •s: / NOTE 2 ,.� PACK WITH EARTH ss' 12' MIN. EXISTING NOTE 6 -7 NOTES: PLAN VIEW z 1) WHEN CUT/FILL SLOPE HAS BEEN COMPLETED, THE SLOPE SHOULD BE TRIMMED AND THE 4) PROVIDE A CONTINUOUS LINE OF HAY OR STRAW BALES OR SILT FENCE AT TOE OF CUT ro c PERMANENT EROSION CONTROL MEASURES OF SEEDING AND MULCHING SHOULD BE CARRIED SLOPE UNTIL SLOPE GRASS HAS TAKEN HOLD. GE07MLE TO BE BURIED IN 12' MIN. FOR W000 STAKES OUTTHE• IF THE SLOP SLOPE ED IS TOP OF THET OF SEASON'MU CH E(FROM NOV. I THRU NEXT SEEING SEASON. L 1). MULCH 5) PROVIDE A CONTINUOUS LINE OF HAY OR STRAW BALES OR SILT FENCE AT TOE OF GROUND, COST OF EXCAVATION CONSTRUCTION SPECIFICATIONS _ EMBANKMENT SLOPE UNTIL SLOPE GRASS HAS TAKEN HOLD. ` Err FOR DIM 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE 2) IF THE SEEDING A NOT BE ND MULCHING SHOULD BE BECAUSE ACOMPLETED TOVING IS IL �AXIMUM EXTENT 6) PROVIDE STONE CHECK DAM IN DITCH LINE UNTIL SLOPE GRASS HAS TAKEN HOLD. EQUIVALENT. POSSIBLE. SEE DETAIL 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT 3) WHEN THE CUT/FILL CANNOT BE BROUGHT TO FINAL GRADE IN A REASONABLE LENGTH OF 7) HAY BALES AND SILT FENCE SHALL BE REPLACED AND DITCHES CLEMIED AS NECESSARY WHERE A 30 FEET MINIMUM LENGTH WOULD APPLY). TIME (WITHIN 14 DAYS) IT SHOULD BE MULCHED. TO PROTECT DRAINAGE STRUCTURES AND WATER COURSES FROM SEDIMENTATION. SILT FENCE DETAIL (NOT TO SCALE) 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. CONSTRUCTION N07ES FOR FABRICATED SILT FENCE 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH SEEDING AND MULCI'"1NG GUIDES SAT INGLE ENTRANCE INGRESS OR EGRESS OCCURS. TWENTY - FOUR (24) FOOT IF O SITE. CUT/FILL SLOPES 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS POSTS: STEEL ETHER "T" OR "U" WITH WIRE TIES OR STAPLES w 5. FILTER CLOTH - WALL BE PLACE) OVER THE ENTIRE AREA PRIOR TO PLACING NOT TO SCALE TYPE OR 2 HARDWOOD OF STONE 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE: WOVEN WARE, 14 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- FENCE WITH TIES SPACED EVERY 24" AT TOP D MID SECTION. 6" MAX. MESH OPENING S7RUC7ION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM WITH 5 : 1 SLOPES WALL BE FOR INFORMATION ONLY 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH 07HER FILTER CLOTH: FILTER X, PERMITTED. THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. MIRAFI 10OX, STABIUNKA 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A COND17ION NOT FOR CONSTRUCTION T14ON OR APPROVED EQUAL WHICH WILL PREVENT TRACKING OR ROWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF - WAY. ALL SEDIMENT SPILLED. DROPPED. WASHED OR TRACTED 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL PREFABRICATED UNIT: GEOFAB, ONTO PUBLIC RIGHTS - OF - WAY MUST BE REMOVED IMMEDIATELY. REMOVED WHEN "BULGES' DEVELOP IN THE SILT FENCE EVVIROFENCE. OR APPROVED EQUAL I3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED UNAUTHORIZED ALTERATION OR ��`, , , DETAIL S . SILT FEIITCE WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING - ADDITION TO THIS DRAWING IS ��� s VIOLATION O, SECTION 7209OF THE NEW i�vf A�• y . RICHARD ROSETTI N.T.S *••►e. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED YORK STATE EDUCATION LAW. AFTER EACH RAIN. ONLY COPIES MADE FROM THE .: ' PILOT KNOB ROAD ORIGINAL N ORIGTHISINAL DRAWING w`Y TOWNS OF QUEENSBURY & FORT ANN BEARING AN ORIGINAL INKED NOTE 48 HOMS PRIOR TO ANY CONSTRUCTION - OR EMBOSSED SEAL AND ,.�'1 inplls & associates, UP COUNTY OF WASHINGTON STATE OF NEW YORK SIGNATURE SHALL BE CONSIDERED r, •. 4 engineers / surveyors DRAWN BY: S.D.P. CHECKED BY D.F.I. . ACTIVITIES. TI'� CONTRACTOR SHALL CONTACT TO BE vnuD TRUE COPIES. �� �` � ` 2603 GUII.DERLAND AVENUE CADD: DF.dw JOB N0. 05-07 SCALE. N.T.S. DIQ SAFELY NEW YORK TO LOCATE ALL - 444tyr 2 UNDERGROLM UTILITIES. 1-800-W2-7882 © Copyright 2005 - Ingalls & I GILL 9 �f11iIT� SPH�ONNE�((�B) 393-77U:56 DATE- - NO, F. ING NO. 64JR. P.E. FAX: 518 SEPTEMBER 21, 2005 SHEET 2 OF 2 N0. DATE: REVISIONS BY: Associates - All rights reserved N.Y.S. LTC. N0. 064993 ( ) 393-3761 ,