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CC-000264-2015
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 — Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000264-2015 Date Issued: Monday, December 21, 2015 This is to certify that work requested to be done as shown by Permit Number CC-000264-2015 has been completed. Tax Map Number: 288.12-1-9.1 vj p Location: 74 State Route 149 Owner: Lake George RV Park,Inc. Applicant: Lake George RV Park,Inc. This structure may be occupied as a: Maintenance bldg.,heated Septic alt.(SPR 56-2014) By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the rw )J W 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 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 OL Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000264-2015 be, Qo 1S-o 2 Tax Map No: 289.9-1-7.1 REVISED Permission is hereby granted to: Lake George RV Park,Inc. For property located at: 74 State Rte 149 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 Tyne of Construction Owner Address: 74 State Route 149 Factory-Industrial-New $500,000.00 Lake George,NY 12845 Total Value $500,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Lake George RV Park,Inc. 74 State Route 149 Lake George,NY 12845 Plans&Specifications Maintenance bldg.,heated Septic alt.(SPR 56-2014) PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,March 11,2016 (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 e�/y J��tion date.) Dated at the Town o ueensb r/ /JTh arch 12,2015 SIGNED BY: a for the Town of Queensbury. Director of Building&Code Enforcement 1464 =PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE Q//a (D/IS Received Tax Map ID TAX MAP ID ;fig g )a-'—q Permit No. /5-(} Permit Fee /,(k7 (f ZONING Kr-- - Aui M C„Mt-16RC,1A Rec Fee Site Plan # HISTORIC SITE Yes ✓ No Subdivision# r © IE fi V f ' nn SUBDIVISION NAME 1aI�- Lot# �7 L� [jAN 2 9 2015 TOWN BD. RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNIT , INC + �i LY D LLIN S, DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CON)� + �.• ii E YAND/ R MANUFACTURED&MODULAR HOMES, BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PER LONG&CODES APPLICANT LAKE GE0P-GEARK V I NL• LAVE� C' � OWNER C7Cof2-6r Qi/ PQ12-4‹ IA/G, ADDRESS 711 STATE IZ 7L4TE v(9 ADDRESS LAKEgqGl/ EN `15 12835ot PHONE/E-MAIL1i a.1715 xao6 DAVERI,,,AKE46-0-4MP PHONE/E-MAIL CONTRACTOR t�-ij-T' l. � l/. COST OF CONSTRUCTION(ESTIMATED): $ 5-00 000 ADDRESS: BUILDING ADDRESS: 71-1 S751T tZpUTE Iif? PHONE/E-MAIL D CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: -3-04ATEEAhi 14ARRES PHONE S$7-7120 PNII4P DGsiC i 40-pup EXT: a(o TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1st floor sq.ft. 2nd floor sq. ft. Total sq. ft. Height Single Family Two-Family Multi-Family Lake George RV Park, Inc. BP 2015-024 (# of units ) 74 State Route 149 Townhouse Maintenance Storage Bldg. heated Cross Ref. SP 56-201 Business Office Retail - Mercantile Factory - Industrial Attached Garage (# of ) Other SToc_pGc X 3,(0O0 760 41360 �gllC�u 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 • if commercial or industrial indicate name of business LAKE 4 0k6i 'zv P,Ou,but. Proposed use of building or addition sTOtZAL-�C (s Source of heat(circle one) Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys (('' Are there structures not shown on plot plan? Are there easements on the property? NO Site Information a. Dimensions or acreage of lot 1).3.7$ Ae-R.ES b. Is this a corner lot? iJ o c. Will the grade be changed as a result of construction V Yes No ( L_).a,) d. Public water or Private well ` �R�vArE �a-L e. Sewer or Private Septic System PRIYATG SEPfi(-. Value of all work to be performed (labor or materials) $ SOO000,--- DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement/ description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: ICkcL i; DATE I\i"61 I� SIGNATURE: , DATE i )/A I I`S FOR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 SEPTIC DISPOSAL PERMIT PI, f___ � l ECE11 LI DATE January 26,2015 �Reeeivec TAX MAP ID 288.12-1-9.1 JAN 2 9 2a i tkle,, PP. it @Tee LOCATION OF INSTALLATION Maintenance Area TOWN OF ti JE^� ;, . Ys: BUILDING&3_ _ APPLICANT Lake George R.V. Park PHONE/E-MAIL 792-3775 ADDRESS Route 149 Queensbury,New York INSTALLER/BUILDER: PHONE/E-MAIL ADDRESS: OWNER David King PHONE/E-MAIL 423-3302/dave0 lakegeorgervpark.com Address 74 N.Y. RT 149,Lake George,NY 12845 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Scott Miller,RLA PHONE 584-8661 ext. 11 RESIDENCE INFORMATION (N/A) Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed _Y _N 1981-1991 Spa or Hot Tub installed _Y _N 1992-Present 25 Employees x 6gpd,8 wash loads @62.566/cycle, 3 dishw shers @50 / PARCEL INFORMATION (150) (500) (150) =800gpd Topography x Flat rolling Steep slope %slope Soil Nature x Sand x Loam Clay Other Groundwater At what depth? None at 72° Bedrock/Impervious Material At what depth? None at 72° Domestic Water Supply Municipal x Well(if well,water supply from any septic system absorption is 7200ft.) Percolation Test Rate: 3.5 per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 1500 gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length 350 ft.;•Each trench 50' x 7 Trenches Seepage Pit with#3 stone How many: N/A ;size N/A Alternative System Bed or other type? N/A Holding Tank System Total required capacity? N/A Tank size N/A #of tanks N/A Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system layout on file—no exceptions. DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: ilbcJh b 4-k t b Date: ti-} Signature: C Date: )2 t Town of Queensbury Building&Codes Septic Disposal Permit July 2014 r Town of Queensbury Building & Code Enforcement Office No! (518) 761-8256 Septic Inspection Report Inspection request received: Name: LR\2E G SE R' Petty, Inspected on: — i " Ai Location: 74 TS 1 C � V-11 Arrive: O ArIBO Permit No.: 15 — 0 Z)-k Inspector's Initials: WA Cor ent and/or dia•ram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y/ N Engineer Report and As-Built Y N ci2-1',R L_ N�E1) (\, — Rth$ ETU Maintenance Contract provided Y N �� Vc-k\\ Location of System on Property: C�E-CS.t - Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: i tr Patal d Paral Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved4 Septic Inspection Report ILSITE PNDNE 518 584 8661FAXo5 6 S584'8651 WE8 CLASITE.CDM LANDSCAPE ARCHITECTURE, ENGINEERING&PLANNING,P.C. September 8, 2015 John O'Brien, Building Inspector Town of Queensbury 742 Bay Road Queensbury,NY 12804 RE: LAKE GEORGE RV PARK-MAINTENANCE BUILDING This will serve as notification that the sewage disposal system serving the new Lake George RV Park Maintenance Building was installed in compliance with the plans and specifications prepared by this office revised date 1/22/2015 and as field modified. This will also confirm that the septic tank effluent filter has been installed consistent with the approved drawing. If you should have any questions concerning the project, please feel free to contact me. Regards, Ilf 1 Harold Berger, PE 10, , Senior Project Engineer cc: Dave King RESIDENTIAL I COMMERCIAL I INDUSTRIAL I MUNICIPAL 1 INSTITUTIONAL r Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re.. . r- --iv.. .: Queensbury Building &Code Enforcement Arrive: 2"Ab a► lip . ,�.-p.rt: afrtirr 742 BayRoad, Queensbury, NY 12804 Inspector's Initial. . , p NAME: .. PE' . IT #: W: — Z`-k LOCATION: `(id , - -- v__[ -_ \ 9 INSPECT ON: °3 ,— t —\' TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head cgr-vs,�� _Q 50 P.S.I for 15 minutes ()� Insulation / Residential Check/ ommercial Ch __TyCE`�1 � vek or Similar Exterior Sea nt Proper Vent, Attic Vent _ D Door/Window Sealed (No Insulation) E--tt%\, D.. Duct I Hot Water Piping Insulation �` If required unheated spaces Combustion Air Supply for Furnace _ - ?-'- A- C .t _- Duct work sealed properly/ No duct tape — ����Ak ��� COMMENTS: W kt Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 4 own Queensbury Building &Code Enforcement u Office No. (518) 761-8286 1 -3 , Septic Inspection Report • c�1 `inspection request received: '‘' ?-045 Name: bi Pod1C--- Inspected on: q l 20.A5�, Location: 1-11 8 e. V Arrive: -- .Ig�m.I 11311 Permit No.: 1 --02-1-t� Inspector's Initials: Co ► ents and/or dib•ram Soil Type dIP earn/Clay 900s3 ,t-k INTEQ%R __ — Type of Water: Municipal/Well Water Waterline separation distance 13 ft. k ,V tI' , b -30 fr Well separation distance ft. Other wells: ft. c It ►.NEED G I OGEV.ttJ Well Casing Length 50'+/- Y N N/A [150'to well required if NO] V--\Elm 1 ' j' cto ,s 0•44'60\111 Absorption Field: Total length 1. ' ft. 40, ‘oc‘— b.)46o o v v Length of each trench 1-32—ft. _Asst 1.bicaQk) •`oto 1bT ‘0 3 L vi Depth of trenches Z-- 3 ft. Size of Stone \7 .1'Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank lits aCt‘ 46 Tank to Distribution Box LAC) 5 091 (35 Distribution Box to Field/Pit / 4" b O R to \-0b 5 �' . Opening Sealed: ,/Y/ N End Cap ✓Y� N Inlet/Outlet Pipes&Baffles 4. N Manholes 12"or less below grade 1_Y y- [provide extension collar if Yes] Y ✓N Location/Separations Foundation to tank 22- ft. Foundation to absorption 3 3 ft. Separation of Pits ft. , r ,�V� Conforms as per Plot Plan Y �I DIL d VjV1S%4 Engineer Report and As-Built Y �l ETU Maintenance Contract provided Y N Location of S stem on Prose • Front Rear Left Side Ri•ht Side Middle Front Middle Rear S stem Use Stat :: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report RELOCATED --- UTILITY POLE 4 % L- �OO � s UNDERGROUND SERVICE i RELOCATE UTILITY ,POLE )G. 52(S; 0 EXISTING 1" 1 WATER SERVICE i 14 f 50 E AGE / / 7 EXP N / TOELECTRICAL — �U� w SERVICE FROM AERAS CAMP L _PT 1— ti y / / ARSORPTION LD, � SEVE (7) ENCHES SOL H S/ACED' T L-701 + /Wlr h /Ac BURI 2 .- lJ/ o fF L -7C? 1 7 � $BOUT T %DISTR UTION BOX CO NECT OVERHEAD SERVIC TO ISTING SERVICE TO CAM IT S ;- 1 500 AL. � I P1 /t 1 RECAST LO--- 4 CONCRETE L-701 -c SEPTIC TANK ( �� r 3 lX X -,PROPOSfD MAIN ANCE / 3-, ., 0 SF - 2rHEIG .E: 525.7 3 a l r ly, Fes, I / f WOODED } ` . , S��RV E. EMOLISHFy IST G / � 7'� ��� v� A R FA LANDSCAPE ARCHITECTURE, ENGINEERING & PLANNING,P.C, 157 Lake Avenue Saratoga Springs, NY 12866 Phone: 518.5848661 Fax 518.584.8651 www.clasitecom LAKEGEORGE (41\1 l® - 17L Rough Plumbing I Insulation Inspection Report Inspection request received Name `--61 iv Pc Inspected on 6 al 15 Location -4-L.1 5` Jol Arrive /a •, Permit No. Zp 5—O Inspector's Initials Type of Structure 11‘10,A Hyl C• MENTS NA Plumbing under slab Y N Rough Plumbing /Nail Plates Plumbing Vent /Vents in Place 1 V2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ater Supply Piping Air/ Head 50 P.S.I for 15 minutes 2 L Insulation / Residential Check/ Commercial Check �a�1 __ C,E-1 OG R 3(6 Window Sealing U)kNU-5 R Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent Door/ Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blowe, Door Test L K -- Air •alinq E o hoc `‘, \ 4C3et' \A Z-- Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 (\\\ / lkeS Town of Queensbury Building &Code Enforcement c3UakvvI Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: NI 2' 2-01S Name: L Q_V Pak/ Inspected on: 8 2-5 'l QQA5 �" Location: cS � C, )4 Arrive: �1 5'�rfi • I p.m. Permit No.: 2015-0 Inspector's Initials: Afr TYPE OF STRUCTURE: t������__.. 0.(8 • 2_ 1 F V a Y� N N/A COMMENTS: Framing Attic Access 22"x 30"minimum � . Jack Studs/Headers Truss Specification Provided ✓ ��JJ Bracing/Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting properly nailed 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. � Notches I Holes/Bearing Walls Metal Strapping for Notches Top Plate / 1 '/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 nd water shield 24 inches from wall separation 1,2, 3 hour ire wall 2,3,4 hour irestopping Penetration sealed 16 inch insulation in cavity min. 1 � � Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X �i ��17 Ceiling/wall �� �� 1-ptO Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing / Firestopping Inspection Report • Job ---- - Truss — Truss Type Qty Ply 327 Job Scheme Used 15032546J PB01 GABLE 44 1 Job Reference(optional) Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc.Wed Jun 03 07:19:21 2015 Page 1 ID:Pu_snHWzLxz73PhgTVssPBzXjp -GEGIgCOPgntmb8HbkymjCtzk4?9aFMf8eeujr zA4J4 5-8-0 11-4-0 5-8-0 5-8-0 4x6= Scale=1:24.4 3 8.00 FIT 7 • 5 1 2 IIB1 ` o 3x4 -= 6 3x4 2x4 0-9-2 10-6-14 11-4-0 0-9-2 - 9-9-12 0-9-2 Plate Offsets(X,Y)— [2:0-3-15,Edge]j4 0-3-15,Edge] -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 42.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.16 Vert(TL) n/a - n/a 999 ITCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 ' Code IRC2006/TPI2002 (Matrix) Weight:30 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 11-4-0. (Ib)- Max Horz 1=-112(LC 6) Max Uplift All uplift 100 lb or less at joint(s)except 1=-512(LC 2),5=-512(LC 3),2=-287(LC 8),4=-270(LC 9) Max Gray All reactions 250 lb or less at joint(s)1,5 except 2=949(LC 2),4=949(LC 3),6=505(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-186/283,4-5=-91/283 WEBS 3-6=-384/72 NOTES- : 1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pg=60.0 psf(ground snow);Pf=42.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 512 lb uplift at joint 1,512 lb uplift at joint 5,287 lb uplift at joint 2 and 270 lb uplift at joint 4. 10)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard .�`� rc,Q NEWya* t B 8 6 , myttt 1'1$1•91f e11.444: SSItiVk*.:AN 11101111, lie r I ad psi ANSI/IPI quality requitement, Plates shall he of sue and type shown and centeicil ai Joints l--otherwise noted.This design in bawd upon parameters shown,and is for an individual building comf he installed and loaded,aow—.dly Applicability of design pnumaers and proper mar pa i id component t i'responsibility o1 the Building Designer.Building Designer shall verily all design IIIm mai ion on Ile,•Ilthtt I it1-Nubian.. caids conditions and . ur the specific building and governing codes and ordinances Building Designer accepts lin the correctness or accuracy of the design ' o d Ispeddliclni Id ig.(cridfica ion is valido only when truss fabricated by a DFP company.Bracing shown is for Imcral support of truss members tally and does not replace eovvon and 6/3/15 p iq n 1:enig.Bali to Building Component Safety Information(SCSI)for general guidance regarding storage.delivery.erection and bracing available frtnn SBCA and Truss Plate Institute 4 •0 Job Truss !Truss Type !Qty Ply I 327 Job Scheme Used 15032546J T01 SCISSORS 44 1 Job Reference o•tional ....___ : Universal Forest Products 7.610 s Jan 29 2015 Mack Industries,Inc.Wed Jun 03 07:19:22 2015 Page 1 ID:Pu_snHWzLxz73PhgTVssPBzXjp_kQgh2YQ2b5?cDlsnIfHyk5WrvPJv_clItIdGNQzA4J ! -2-7-7 l 8-2-14 _ 14-4-0_ I 20-0-0 ! - 25-8-0 ! 31-9-2 40-0-0 _ ! 42-7-7 2-7-7 8-2-14 6-1-2 5-8-0 5-8-0 6-1-2 8-2-14 2-7-7 Scale=1:78. 8x8= 8.00 12 2x4 H 8x8= 17 5 6 7 18 Ite nil 4x8 41f/2x4 SpIPPPF'444.°Lll‘4x8x 4 ./.. .-� 9 .I �� 8x12= 15 13 • 2-10-8 16 5x8 12 • 5x8 4x4 2 4x4 4.00112 10 sr 0 1 Please Verify Top Chord Dead Load 11 Io 4x12< 4x12 20-1-12 �. 10-10-2 19-10-4 20r-0 29-1-14 40-0-0 ----10-10-2 9-0-2 --- 0.1.2 9-0-2 -.- i --10-10-2 I 0-1-12 Plate Offsets(X,Y)=- [2:0-2-11,0-2-0],[5:0-5-12,0.4.0],[7:0-5-12,0-4-0],[10:0-2-11,0-2-0],[14:0-6-0,0-4-8] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 42.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.68 14 >700 240 MT20 197/144 (Ground Snow=60.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -1.18 14-16 >403 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(TL) 1.01 10 n/a n/a BCLL 0.0 * Code IRC2006/TPI2002 (Matrix) Wind(LL) 0.25 14 >999 360 Weight:210 lb FT=4% BCDL 10.0 1 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2.2.0 oc purlins,except 13:2x6 SPF 2100F 1.8E 2-0-0 oc purlins(3-1-11 max.):5-7. BOT CHORD 2x6 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B1:2x6 SPF 2100F 1.8E WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 2=2761/0-5-8,10=2761/0-5-8 Max Horz 2=310(LC 7) Max Uplift2=-366(LC 8),10=-366(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/278,2-3=-6635/612,3-4=-5987/520,4-17=-5796/540,5-17=-5659/558,5-6=-7577/572, 6-7=-7577/572,7-18=-5659/558,8-18=-5796/540,8-9=-5987/520,9-10=-6635/612,10-11=0/278 BOT CHORD 2-16=-617/5549,15-16=-457/4586,14-15=-436/4623,13-14=-155/4623,12-13=-176/4586, 10-12=-289/5549 WEBS 3-16=-506/300,5-16=-156/907,5-14=-187/3887,7-14=-492/3882,7-12=-165/907,9-12=-506/307, 6-14=-529/247 NOTES- 1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=6.0psf;h=24ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=60.0 psf(ground snow);Pf=42.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1,Lu left=22-10-12,Lu right =22-10-12 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8 ection(by others)of truss to bearing t joint 2 d 6 lb ft at joint 10. 9)This Provide usses designed nnaccordance with the 2006 International Iate capable of Residential Codeng 366 sectionsR502.11 1 uplift daR802.10 R802.10.2andreferenced standard @ atR�1g 33xfdaas4sa>•R�°,"`i!, ANSI/TPI 1. ;ti 0. _fi i e "" 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q", "�$j.�»"':1 '�. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1. 4,, ''',, °` 12)The loading on this truss has been modified to reflect the roof profile,the ridgeline is located 22-10-12 from joint 1 and has a slope of 8.000 `° e x".r -. 's on the left and-8.000 on the right. �r av 0001 LOAD CASE(S) Standard ., ,.s "....:,.... -, • _ r, ,;._.: ; ;! t„ 6...1) .„.. ,, . . ...,,:, oiw- .0., ....... ... t, .. „„,,,. 4, ,, ...,,..... 0„ „„„ , 4., ;,,,I'�4t#t###611 s �� II I II \NSIfIIIrpm 111>lrhiiiiienionh11 hall be ol and type.I J cell ici cd dil jIe,othei who noted. II.J.):. is bawd upon piednuhers shown.and n lin an individual hi IIine,ornponciii h,lx.ohidlled andI I l h 1pill ichhi1 II.s JI I I -I p 1 hI y I 1 BuildingD:g0 lJ l Desiig li witty IIJlento ;i Il I I I I I h IJ Jphoning •J J oi(1111111We, BldgIJ ! nI ' y hiJe.rI 6/3/15 n; I .y 11 'Ir t I . II only 1,.n1 Ih -I Jhy Uhl'company eEI I-II I pI I h•.:,only iy Jdoes not trill:Ice erulilxlIJ I„,.,"„„,hr. ; Betel h.Iiiiildm_(n'I.0I ti h yh,i,n,nI 1,(RCS!,It.,genetal gnaw,Icgadng.II-age.&live]y.motion and lrxing.v;I:hle Irout SIICA.nd TInss 11,11l.I11,111111, IOW 11--N I_3 Rough Plumbing I Insulation Inspection Report Inspection request received S cel Ick Name �.y�L � � iv Q( VK ) Inspected on 6 Location s i.,_ LA, 1 C1 Arrive ` p Permit No. k Ica- ©2 1- 1 Inspector's Initials Type of Structure C.Aw y r tij j MMENTS Y N NA +- Plumbing under slab r Rough Plumbing /Nail Plates f Plumbing Vent /Vents in Place t77 1 V2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test ✓/ Drain /Vent ✓/ Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head ✓� 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent. Attic Vent Door/Window Sealed (No Insulation) Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly /No duct tape Blower Door Test Air Sealing Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 _ I Foundation Inspection Report Office No. (518) 761-8256 Date Ins.ection -. •d: Queensbury Building&Code Enforcement Arrive.10- `, Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's I it . s 4 ` n1/ NAME: A E CECRC- Rv� t D RK t� P. ' IT#: 15--0Z-4 LOCATION: E I yci INSPECT ON: 7 — 10— TYPE 0—TYPE OF STRUCTURE: Comments `43 Ato Y /N N/A /1 Footings `�J f 11 J g/rs nolithic 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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 . 'lumbing Under Slab /f1S)` kS` \\E�1 itt ' C/Cast/Copper ` h Foundation Insulation -Exterior R- 1c) Z'' FC P� � v .S7 F Q LJ L-- cC22 Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Town of Queensbury Building & Code Enforcement k� Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: l''-2-0,15 Name: — 4 . 6wc' Q✓ P - Inspected on: 1- 2►� s� Location: _ Q0 V _ VA,C1 Arrive: �� / a.m . :.m. Permit No.: t 5 9 2/-I Inspector's Initials: TYPE OF STRUCTURE: 0,0jyy-Nvy) . Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum �j 1 Jack Studs/Headers F -ZI Z,5 1 Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(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 1/2 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 Design Professional Sign-off,if required Framing/Firestopping Inspection Report �'� w� I Foundation Inspection Report Office No.(518)761-8256 Date Ins•- tion . -st -•-i •: `J I 'Q It Queensbury Building&Code Enforcement Arrive: : -: , 2 Depart: 1D'or`� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: -o ke,CV.°vcr— 2.Y c,1/4,,/\(___ . ' 1 T#: \5—O ZL LOCATION: q-zt Sch _ (Lo,,, 149 ' SPECT ON: 51 2{}-� Z.ot TYPE OF STRUCTURE: (JD wi,h,,iY ,,,1 Comments Y ! N N/A 6,--v- 3b \ , le Footings / Piers \\\((( onolithic Slab Reinforcement in Place V 7 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 / Footing Dowels or Keyway in place N/ Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM r IN Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r-. . st, ed: \1 \ZG Queensbury Building&Code Enforcement Arrive:".' f a J. Depart: am/ Y 742 Bay Rd., Queensbury,NY 12804 Insoector's Initials: d ./ NAME: LO.btlZ, (* A r�2 PE / IT#: 15—0 LOCATION: 1.4 (ao11, - ) `pp�''0 INSPECT ON: TYPE OF STRUCTURE: lQ�►'�'��rn. Comments I N N/A 6/0.431 l- 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. ///i( Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No.(518)761-8256 Date Inspection t re Queensbury Building&Code Enforcement Arrive: 4: � De 742 � " � art: P Bay Rd.,Queensbury,NY 12804 Inspector's Initial': NAME: g‘Re,� , P ' i T#: \ —u L LOCATION:{ 4-SAT PC1 C `\ 4 SPECT ON: (Q TYPE OF STRUCTURE: /,-Tz\ (3L-c=‘ 2 ` ' Comment 0// Y N N/A Footings. Piers /Monolithic Slab V 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 Footing Dowels or Keyway in place Foundation Dampproofmg / Foundation Waterproofmg Footing Drain Daylight or Sump F e.ting 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 13 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection que - -: (o ft 115 Queensbury Building&Code Enforcement Arrive: `% a . •Ar Depart: 2;41 1PIIIP� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: j NAME: L.,(Kkst„ 6-pc 6—pvc--0\.),k-12..z, LY _ PE' T#: 1�-0 LOCATION: 1-Z\ 5� --0\.),k-12..j--0\.),k-12.. 1V` .✓4( ) -cl INSPECT ON: `mac�5 TYPE OF STRUCTURE: \rVI,W rlk,'v\ojv\C.9._ \,D ck l• u4,61V Comments Y N N/A GlV2C 5(Q 1- k2 Z 1 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. \W� SZ40q,- Materials for this purpose on site. ./, , in„/�W.�llpour Reinforcement in Place7/ Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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 Vii►' 49r •titin Insulatio r !terior/'- 'or R- \O Z`` (---0, AM - -s? L.J 41%�� Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 g Town of Queensbury Building &Code Enforcement G i 10 Office No. (518)761-8256 Rough Plumbin�9) Insulation Inspection Report Inspection request received: 5 (1 b / j Name: 1 —/) -- --( G-e_ V`/ /D V Inspected on: l Location: " 7 C--) . Arrive: ......101 :1T1 • m. Permit No.: / S---- (J -.' " Inspector's Initials: Type of Structure: 4 2,,?,`,J A ,.s c c ( j, &/ ,� z VQ ) COMMENTS ‘ d YN NA Plumbing under slab ,; Rough Plumbing/ Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test f Drain /Vent ti/ vf,AiVHead v`5 P.S.I. or 10 ft. above highest connection for 15 minutes � Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant .--1_. 4 _0\.\— V Proper Vent, Attic Vent 411/��` .\� Door/Window Sealed (No Insulation) C Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report e Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 G r I Rough Plumbing / Insulation Inspection Report l ! Inspection request received: b l l b ( i5 Name: \CI3 rofr Q—V (CV'k-- Inspected on: (c.) O 1"12 O i5 Location: -CLee_ l -\ Arrive: =` 00. p.m. Permit No.: '-- O 2 Inspector's Initials: Aro-- Type of Structure: 'bLAit COMMENTS Y , N NA 4 Plumbing under slab h Plumbing �/ c�� �� y �(� ` Rough / Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test /// /Vent Ai ead //V P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Q1,— 1 Rough Plumbing I Insulation Inspection Report (J- z- hit) Inspection request received: t 1,1rl"A�S i 1 Name: 1-6t Inspected on: I b 12Q, Location: 11\ 2-ki 140 Arrive: Permit No.: lam'" c(0l 2�1 Inspector's Initials: x Type of Structure: CLyvvrtoc �.c�.-1 COMMENTS Y N NA Plumbing under slab ="1-11 (6c1 "265 l Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch min num Cleanout every 100 feet/change cif direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test �VCZ��� Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation/ Residential heck/Commercial Check Window Sealing Tyvek or Similar Exte1ior Sealant Proper Vent, Attic Vnt Door/Window Sea d (No Insulation) Duct/ Hot Water Ping Insulation If required unheated spaces Combustion Air Siipply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report (..\\:`1 ) �7 SITE LOCATION/VICINITY MAP 1 11= 2000 Town of Queensbury Planning Board RESOLUTION TO APPROVE SITE PLAN -2014 LAKE GEORGE R V PA R K TOWN OF OUEENSBURY 742 Say Road, Queensbury, NY. 12804-5902 Town of Queensbury Planning Board RESOLUTION TO APPROVE SITE PLAN SITE PLAN 56-2014 LAKE GEORGE RV PARK Tax Map ID 288.12-1-9.1 / Property Address: 74 State Route 149 A site plan application has been made to the Queensbury Planning Board for the following: Applicant proposes construction of a 3,600 sq. fl. maintenance building containing an office, 4 garage bays, laundry & dish washing facilities, break room, bathroom & storage space. A 1;800 sq. ft. addition (1,898 roof area) will also be added to an existing maintenance building. The addition will contain 2 garage bays and storage space. Additional access drives will be constructed. Project includes associated site improvements specific to the maintenance building including stormwater management and new hard -surfacing, etc. Pursuant to Chapter 179-3-040, 179-5-020 & 179-9-020 of the Zoning Ordinance construction of accessory structures not previously approved shall be subject to Planning Board review and approval.. SEQR Type 11; A public hearing was advertised and held on 9-16-2014; This application is supported with all documentation, public comment, and application material in the file of record; MOTION TO APPROVE SITE PLAN NO. 56-2014 LAKE GEORGE R.V. PARK INC. Introduced by Donald Krebs who moved for its adoption, seconded by Stephen Traver. As per the resolution prepared by Staff: 1) Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter 179-9-080, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; 2) Waiver requests granted: L landscaping, N traffic, and O details for parking only. 3) Engineering sign -off required prior to signature of Zoning Administrator of the approved plans; 4) Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. 5) The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. 6) Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution 7) As -built plans to certify that the site plan is developed according to the approved plans to be providedrp for to issuance of the certificate of occupancy. Duly adopted this 16th day of September, 2014, by the following vote:. AYES: Mr. Traver, Mr. Krebs, Me Ferone, Mr. Schonewolf, Mr. Deeb, Mr. Hunsinger NOES: NONE ABSENT: Mr. Magowan Cc: CLA Site 288.8-7 -27 rr: R��rL� Rrnrhnrc Rnilrinrc Inr f 286.8'1-26 Hilder, Mary Anne 288.8 ? -25 Benq_.z. Andrzej 288.12-1-11 Town of Queensbury Planning Board Craig Brown, Zoning Adminisirator 288 i--1 45 O'Dt!:, Edward 288.8 1-50 O'Dell Terry 288 ;1-1 -47.1 O'D, iI, Terry ,.m 288.12-1-18 Niagara Mohawk Power Corporation 1 x SITE MAP 1 = 300 Halliday, Harold SITE MAP LEGEND E_ RC RECREATION COMMERCIAL Sheet Description 1 RR -3A RURAL RESIDENTIAL 3 ACRE Cover 2 L-100 TRAVEL CORRIDOR Lake George RV Park Maintenance Area Improvements Town of Queensbury Warren County State of New York 08-15-2014 PREPARED FOR: -- Contact: Dave King LAKE GEORGEIf Lake George RV Park, Inc. R 74 State Route 149 Lake George, New York 12845 Phone: 518.792.3 77S LEAD CONSULTANT: SURVEYOR: CLSITE LANDSCAPE ARCHITECTURE, ENGINEERING & PLANNING,P.C. 1 57 Lake Avenue Saratoga Springs, New York 12286 Phone: 51 8.584.8661 Fax: 518.S84.8651 Contact: Peter Loyola, RLA, ASLA ARCHITECTAdlk". 142 Grand Avenue, Floor 3 Saratoga Springs, New York 12286 Phone: 518.587.7120 Fax: 51 8.587.5720 OLDu s S ,eve s Land Surveyors 169 Haviland Road Queensbury, New York 12804 Phone: 51 8.792.8474 DRAWING INDEX Page No. Sheet Title Sheet Description 1 C-000 Cover 2 L-100 Layout Plan 3 L-200 Grading, Drainage, and Erosion & Sediment Control 4 5 L-700 L-701 Details Septic Details PREPARED AND RECOMMENDED BY: LIC. NO. CLA SITE, PC PREPARED AND RECOMMENDED BY: p �e r LIC. NO. CLA SITE, PC PARCEL INFORMATION: RELOCATED =� TAX MAP ID: 288.12-1-9.1i BENC HM NAIL 'OAK UTILITY POLE ACREAGE: 123.78 AC i / /' �Vy! ,./� EV. = 527.09' / DISTURBANCE AREA: 0.79 AC OWNER: LAKE GEORGE RV PARK, INC. i / �/ / / / G 5EVBP0 ADDRESS: 74 STATE ROUTE 149 LAKE GEORGE, NY 12845-3501 / j� j // j� 3 UNDERGROUND — � / SERVICE ZONING INFORMATION: '% % ! i / RELOCATE EXISTING MAINTENANCE GK �� / -Y` / ��O UTILITY POLE ZONING DISTRICT: RC (RECREATION COMMERCIAL) / / BUILDING REQUIREPROPOSED STANDARDS _ G - MAXIMUM BLDG. HEIGHT: 35' MAX. 29' NEW BLDG. l Y ADDITION- ! _ K� EXISTING PAVED MINIMUM PERCENT PERMEABLE: 30% MIN. 52% AREA,TYP. \! EXISTING 1" _ E. FRONT SETBACK: 30' MIN. 138' / \ s WATER SERVICE APPRO�WTE LOCATION SIDE SETBACK: 20' MIN. 80' OF SEPTIC SYSTEM FOR REAR SETBACK: 20' MIN. 500' EX TING MAINTENANCE TANKS ON A 5 Pz; 3g• TO (ELECTRICAL / - SERVICE FROM f AERN T 1 6' CAMP i4t / r r\ ABSORPTION FIELD SEVEN (7) TRENCHES, 50 LF EACH, SPACED 6'0 C f L-701 / GRAVEL \ N \ CONC PAD SHORELINE SETBACK: 75'MIN. N/A BUI DING \ —20 O \� / v m GUIDELINES PPROPOSED SHORELINE/STREAM/WETLAND: 75'MIN. N/A MJ4TC" EXISTING -4 -LnDRIVEAT THIS S o R-5 /J 8-OUTLETLOT WIDTH: 75' MIN. EXISTING PARCEL `��J / PAVED —� / - � �'-o 7s+ \ LO TION �S AREA, TYP. -M , " DISTRIBUTION BOX \ %� / ROAD FRONTAGE: 75' MIN. EXISTING PARCEL 5 \\� 75'+�, CONNECT OVERHEAD SERVIC WATER FRONTAGE: zoo' Mw. N/A PROPOSEDQ�A T S � STORAGE WATER LINE TO EXISTING SERVICE TO CBUILDING ADDITION CONNECTION i 1,800 SF - 12' HEIGHT 1,500 GAL. \may ' DUMI`STER FTE: 525.92 EXISTING 3/4" R=4.5'� PRECAST STORAGE WATER SERVICE � /� CONCRETE L-701 AR SEPTIC TANK / 7� ' .. ' ROOF OVERHANG \�� t PROPOSED MAIN ANCE EXISTING STORAGE BUILDING i BUILDING / j 3,600 SF - 2rHEIG \ i �SPI K� 1 R=15' / FFE:525.7 A / / OVERALL LEGEND ZWOOR°ED `� i v / , / J �• �S / R=15' 68, / // NEW 1" WATER - Z- WOODED = ' • \ ,0 12. / / SERVICE. DEMOLISH T G AREA - • V A I� �1G E LINE BETWEEN�I� /C ECTIONS ,� ' __• PROPOSED ASPHALT - ,-' � �\• � \� � 1 ` / � AW ry�/ NN PROPOSED/ REGRADED GRAVEL AREAS • \\ \V c�ry �� \EOKN\ PROPOSED BUILDING/ • \ O vo ADDITION \i ® OQ \ \ s N ' HI OCKADE FENCE STORAGE O cRAIN PIPE \ SECTI 1 BUILDING • �°y \ �', I vo PROPERTY LINE • 5�. �� \ \� \ \ MATCH EXISTING • CV A A� ,� DRIVE L, N y R =10 \ \ ♦ IL/WATER SEPERATOR \ � � ♦ � s �� V A ' ♦ � � � � � � BUILDING SETBACK LINE \ • :9 2 \ \ ♦ A 4',DIA. DRYWELL LIMIT OF ♦� ��\\\ \\ =190 ♦ E DET .DRAINS.S DISTURBANCE, � ♦ � � DETAIL OR INVERT FENCE LINE TYP. - _,, \ \ \� ♦ TP2 7 LEC \ ♦ \ \ -PICKET \� I I ♦ L-700 I �GRAVEL DRIVE \ ♦ \ ' W EXISTING WATER LINE CREA, TYP. \ \ N5 I : ♦ �Oc-, , I PROPOSED WATER LINE 6 • �� \ ♦ �� RAVEL � L-700 A o �) 1� 1 \ R=10' ♦♦ � / A EXISTING TREES �' / � • I "�XJ�TING 1" �p\NG SE�6P`i / : \ / /.♦ LIMIT OF TER-5ERVICE /� I DISTURBANCE, TY . FR ELL#1 MAINTAIN EXISTING GRAVEL 6V! / ------- EDGE7 /♦♦ �i EX. MAJOR CONTOUR ! ♦♦♦ - SNOW WOODED / _ ♦ REMOVAL /4 AREA ♦ ♦ AREA EX. MINOR CONTOUR MATCH EXISTING r� / .- WOODED • ♦ � DRIVE IN THIS H2C 20' 0 10' 20' 40' - - - - - - - - - - - - - SANITARY SEWER AREA : ' S ♦ LOCATION ' UE UNDERGROUND ELECTRIC / I {i / NOTE: /C N MATCH EXISTING Z OE OE OVERHEAD ELECTRIC N `n J DRIVE AT THIS P 1. PROPOSED LIGHTING WILL CONSIST OF BUILDING MOUNTED, O / LOCATION DARK SKY COMPLIANT LIGHTING THAT WILL ILLUMINATE THE ENTRANCES TO THE NEW MAINTENANCE BUILDING AND STORAGE _..-........ ...... - - DRAINAGE PIPE -5/;9 BUILDING ADDITION. SEE ARCHITECTURAL ELEVATIONS. I/ /P 2. CAMPING AREA EAST OF MAINTENANCE AREA IS SCHEMATIC EXISTING TREE LINE s" / z , . tJ O yAS SHOWN —, PROPOSED TREE LINE �'• I CLAS. LANDSCAPE ARCHITECTURE, ENGINEERING 8 PLANNING,P.C. 157 Lake Avenue Saratoga Springs, NY 12866 Phone: 518.584.8661 Fax 518584.8651 wwwclasitecom LAKE GEORGE Date: 08-15-14 Drawn By: �z Checked By: PAL Proj. No.: 6-672 Sheet No.: L-100 2 of 5 Q `o C: Z L1J 0zo� LJJ U � �- 0 U � OQ L 1-1 z � � Q O�0 Q Q Date: 08-15-14 Drawn By: SEM Checked By: PAL Proj. No.: 6-672 Sheet No.: L-100 2 of 5 GRADING LEGEND - ' " / EX. MAJOR CONTOUR / / /,� NAIL BENCH OAK RELOCATED EV. = UTILITY POS 527.09' EX. MINOR CONTOURAt4G SC azo PROP. MAJOR CONTOUR 30FRONS gU„O n PROP_ MINOR CONTOUR�-- 7,///, —•--••—- DRAINAGE PIPE EXISTING MAINTENANCE9Lr SILTFENCEBUILDING 111 r�/// //z/ �—SEE L-100 FOR szs.1z - EXISTING PAVED ` _r O // // / / SEPTIC AREA SPOT ELEVATION EXISTING 1 50w D AIL AREA, TYP. j HPS LIGHT 111 FIXTURE�, �EXISTING TREE LINE APPRg�F1MATE LOCATION/a/4n//// // // VF SEPTIC SYSTEM FOR I /// / ,,, (STING MAINTENANCE TANKS ON 525.32 PROPOSED TREE LINE B ILDING CONIC PAD EXIS \`�Le \ \ / �, 525.95, - - 525.45 r Ir EXIST 525.75 / 2 0 \\ �� / L-700/PROPOSED PAVED EXIST 25.36 6i ^� L lJ AREA, TYP. PROPOSED STORAGE 5 2 77 5. PERMANENT LAWN SEEDING MIX i5 BUILDING ADDITION I _ ' _ _ _ f 1 ,800 SF - 12' HEIGHT V%0 525.12—/ Q vDUMPSTER FIFE: 525.92 ALL DISTURBED AREAS SHALL BE SEEDED WITH THE FOLLOWING MIXTURE AND Z 'STORAGE 524.59 APPLIED AT A RATE OF NOT LESS THAN 5 LBS/ 1000 SF. Q AREA 525.47 l Z D a EXIST / A / Common Weight (%) Minimum Minimum \ 3 i �� -t - 3-t7j Name Purity (% Germination (90 i, Kentucky 65 98 85 � � � \ � � � � � Bluegrass\ ` \\ \ ` 4.63 r`^v / Red Fescue 25 98 80 Perennial 10 98 90 \ EXIS�ING 150w V -$% Ryegrass HIPS LIGHT \ FIXTURE G RCPF _ SOIL EROSION PREVENTION AND SEDIMENT CONTROL OVERHANG 524.47 \ _ 525 27 o \ 1. IF CONSTRUCTION ACTIVITIES ARE DISCONTINUED, TEMPORARY GRADING / , \ \ i TO ELECTRICAL SERVICE FROM CAMP SHALL BE SEEDED AND MULCHED, A.O.B.E. THE AREAS SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS SEED MIX, A.O.B.E., AND SHALL BE MULCHED WITH STRAW WITHIN 14 DAYS OF THE TIME CONSTRUCTION \ \ O ACTIVITIES WERE TEMPORARILY DISCONTINUED. MULCH SHALL BE MAINTAINED \ �; RAIN PIPE 525.27 i UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. , \ " \ 3 \ o 2. WHEN FINAL GRADING IS COMPLETE THE CONTRACTOR SHALL COMPLETE THE a \\\ L-700 \ \ \ Ml OIL/WATER SEPERATOR \ \ WORK OF TURF ESTABLISHMENT WITHIN ONE WEEK OR OTHERWISE STABILIZE \ \ AND 4' DIA. DRYWELL THE AREA IF THE SEASON IS NOT APPROPRIATE FOR TURF ESTABLISHMENT. IN „ 7 \ \\ \ FOR FLOOR DRAINS. THE EVENT TURF ESTABLISHMENT CAN NOT BE COMPLETED THE CONI RACTOR \ \\ �/ \ \ SEE DETAIL FOR INVERTS 7 \ \ ` \L FC SHALL STABILIZE THE AREA WITHIN ONE WEEK OF COMPLETING THE FINAL LIMIT OF V A s ♦� \ GRADING, WITH STRAW MULCH, OR OTHER APPROVED OR SPECIFIED MEANS DISTURBANCE, \ \ ' ♦ L-700 ' \ UNTIL TURF ESTABLISHMENT CAN BE DONE. �', 3. PERIODIC CLEANING OF TEMPORARY SOIL EROSION AND WATER POLLUTION TYP. LEC 4� CONTROL DEVICES MAY BE NECESSARY. i 4. THE COST OF INSTALLING, CLEANING AND REMOVING TEMPORARY SOIL \ \ / ♦ -LIMIT OF EROSION AND WATER POLLUTION CONTROL DEVICES SHALL BE PAID FOR UNDER THE PRICE BID FOR THE WORK TO FURNISH AND INSTALL THE DEVICE. 1 I \\ ♦ DISTURBANCE, TYP. RAVEL 1 i 5. ALL SOIL AND EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED ♦ EXISTING STORAGE r_I PRIOR TO STARTING EARTHWORK OPERATIONS AND SHALL REMAIN IN PLACE\ / ♦ BUILDING UNTIL SLOPES ARE STABILIZED WITH SEEDING AND/OR OTHER SLOPE PROTECTION. 6. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE USED AS 1 NECESSARY AND THEY SHALL REMAIN IN PLACE UNTIL THE NEW SLOPES HAVE BEEN STABILIZED BY EITHER SEEDING OR SLOPE PROTECTION. I�i_ SILT FENCE - . 524 7. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE USED FOR ALL � I '+ � � j . ^ / ( INLETS. CONTROLS SHALL REMAIN IN PLACE UNTIL THE SLOPES DRAINING TO L-700 523 THE INLET HAVE BEEN STABILIZED BY EITHER PAVING,SEEDING, OR SLOPE PROTECTION. ;Ifar" /WOODED SNOW 8. IN THE EVENT DE -WATERING OPERATIONS BECOME NECESSARY, A AREA 522 REMOVAL DE -WATERING DISCHARGE BASIN WILL BE REQUIRED UNLESS THE PUMP AREA DISCHARGE IS CLEAR AND FREE OF SEDIMENT. LOCATION AND DESIGN TO BE APPROVED, A.O.B.E. 9. RING ANY TEMPORARY STOCKPILES OF ERODIBLE MATERIAL WITH STRAW `" `r BALES/SILT FENCE TO CONTAIN ANY EROSION OF THE PILE. PILES LEFT g'° UNDISTURBED FOR 14 DAYS OR MORE SHALL BE STABILIZED WITH A TEMPORARY SEEDING OR OTHER COVER. —5/ 10. ALL ERODED SOIL SHALL BE PREVENTED FROM ENTERING STORM DRAIN`), 1 DITCHES, OR WATERCOURSES. 11. CONSTRUCTION DEBRIS WILL BE REMOVED PROMPTLY FROM THE SITE 10 AN 1 = APPROVED DISPOSAL FACILITY TO PREVENT COMMINGLING WITH STORMWATER. 20' 0 10' 20' 40' NOTE: 1. PROPOSED LIGHTING WILL CONSIST OF BUILDING MOUNTED, DARK SKY COMPLIANT LIGHTING THAT WILL ILI UMINATE THE ENTRANCES TO THE NEW MAINTENANCE BUILDING AND STORAGE BUILDING ADDITION. SEE ARCHITECTURAL ELEVATIONS. 2. CAMPING AREA EAST OF MAINTENANCE AREA IS SCHEMATIC AS SHOWN. CLNZ LANDSCAPE ARCHITECTURE, ENGINEERING & PLANNING,P.C. 157 Lake Avenue Saratoga Springs, NY 12866 Phone: 518.584.8661 Fax: 518.584.8651 www.clasitecom DIKE GEORGE r --------------------- r O �O 07 E2 wa <� �0 0 I z0 t� CQ c z Q W W W z Q 00 0< U, zU W z c — F- 0 3 Qz F- I-0 o2 II �z o::E �� zw Q �J Date: 08 -IS -14 Drawn By: SEM Checked By: PAL Proj. No.: 6-672 Sheet No.: 3 of 5 :. 1%" OAK POSTS, - 36" MIN. LENGTH, DRIVEN 16" MIN. INTO GROUND /O, 0C FILTER 1. \ f \ I \ \� \ GRAC F� ELEVATION SECTION NOTES: 1 . L CATE SILT FENCE PER PLAN, MAINTAINING 10' MIN. FROM TOE OF STEEP (GREATER THAN 3H:1 V) SLOPES. 2. FABRIC IS TO BE FASTENED SECURELY TO POSTS WITH EITHER WIRE TIES OR STAPLES. 3. DIG 4" WIDE, 6" DEEP TRENCH TO EMBED FABRIC. PLACE FABRIC IN TRENCH SO BOTTOM FOLDS ACROSS TRENCH. BACKFILL OVER FABRIC AND COMPACT. 4. WHEN TWO SECTIONS OF FABRIC ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 5. FILTER FABRIC MIRAFI 1 OOX, OR APPROVED EQUAL 1 SILT FENCE L-700 SCALE: NOT TO SCALI UNDERGROUND UTILITY WARNING TAPE 0.50' 2.00' SAND BACKFILL SUITABI E BACKFILL EXISTING / GRADE ELECTRICAL CONDUIT, 4" PVC SCH. 40 PIPE. 1 OR 2 CONDUIT PER TRENCH. SEE PLANS. a ELECTRICAL CONDUIT TRENCH L-700 SCALE: NOT TO SCALE DEEP TEST HOLES INFILTRATION TESTS OWNER: DAVE KING, Lake George RV Park - Maintenance Area DEEP HOLE TEST PITS, INFILTRATION TESTS - 12/05/2012, 2 PM PERFORMED BY: AARON VERA, EI ALL TEST HOLES PRE-SOAKED BEFORE TESTING GENERAL SOIL DESCRIPTION: COARSE SAND .�xj>L�yu�:L•Tr�� 0"- 12" Topsoil 12"- 24" Brown Sandy Loam, Some Silt 24"- 84" Gray Sand, Denser, Some Cobble INFILTRATION TEST #1 PERFORMED @ 92", PRE-SOAKED STABILIZED RATE: 30 IN/HR LL DEEP TEST HOLE #2 0"- 6 Topsoil 6"- 18" Brown Sandy Loam, Trace Silt 18"- 60" Gray Coarse Sand, No Silt Un Un w N O ^Qs Of O NOTES: 1. CONTRACTOR SHALL RESTORE EXISTING PAVEMENT THICKNESS IN KIND BUT IN NO CASE LESS THAN THE THICKNESS SHOWN ON DETAIL. SAWCUT PAVEMENT AT LIMIT OF WORK, MATCH EXISTING GRADES AND MAKE SMOOTH TRANSITION FINISH GRADE, ASPHALT PAVEMENT 1.5" ASPHALT TOP COURSE NYSDOT TYPE 7 TACK COAT 2.5" ASPHALT BINDER COURSE NYSDOT TYPE 3 COMPACTED AGGREGATE SUBBASE MATERIAL, NYSDOT TYPE 2 SEPARATION GEOTEXTILE MIRAFI 600, OR APPROVED EQUAL - PLACED UNDER ALL ASPHALT COMPACTED SUBGRADE ASPHALT PAVEMENT FOR PARKING LOTS AND DRIVEWAYS SCALE: NOT TO SCALE TRENCH BACKFILL WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. 1-1 /2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 OR NATIVE MATERIAL, A.O.B.I SIEVE. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) NOTES: PIPE BACKFILL - GRADATION SHALL BE: "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)- SEE NOTE #2 PLASTIC 1 LOCATOR �3 12" o goo 914 ° \\a_o°°z 5 WATER LINE INSTALLATION -700 NOT TO SCALE OUTSIDE DIA. OF PIPE 124" 1. TRENCH BACKFILL SHALL CONSIST OF SUITABLE EXCAVATED NATIVE MATERIAL OR OTHER APPROVED MATERIAL, NO DEBRIS, FROZEN 1L MATERIAL, LARGE LOGS, STONES OR ORGANIC 3� MAXIMUM MATERIAL SHALL BE PLACED IN TRENCH BACKFILL. ttt(j TRENCH SLOPE 48" 2. PIPE BEDDING SHALL BE CLEAN COURSE SAND PASSING 1 /4" SIEVE. EFFECTIVE GRAIN SIZE SHALL BE BETWEEN 0.3 TO 0.6 mm AND THE UNIFORMITY COEFFICIENT SHALL BE 3.5 OR LESS. 6" MIN. 3. LOCATOR TAPE TO BE 3" WIDE BLUE LOCATION TAPE PLACED APPROXIMATELY 12" ABOVE MAIN. 4. ALL BACKFILL SHALL BE COMPACTED TO 95% 112 OUTSIDE DIA. OF PIPE STANDARD PROCTOR (ASTM D689) 5. WATER LINES FOR HYDRANT TO BE USED ONLY 6" MIN. DURING CAMPING SEASON. WATER LINES TO BE EMPTIED PRIOR TO WINTER SHUTDOWN TO AVOID FREEZING. MANHOLE FRAME, SOILD LID NEENAH R-1500 OR APPROVED EQUAL FINISHED GRADE 10" WIDE#2 STONE, UNCOMPACTED MIRAFI 140N FILTER FABRIC ALL AROUND _ CRUSHED STONE. PROVIDE �\ 12" MIN. FABIRC LAPS, I YP. \ PRECAST CONCRI TE y DRYWELL SECTIONS AS REQUIRED MANUFACTURED IN ACCORDANCE WITH in ASTM C487 -85A MIRAFI 140N FILLER 4' FABRIC AROUND DRYWELL AND STONE 5'-3" O.D. PRECAST - CONCRETEDRYWELL FOOTING, WITH OPEN BOTTOM BED STRUCTURE ON J UNCOMPACTED 6" OF SAND OR SUBGRADE CRUSHED STONE PRECAST CONCRETE OR BRICK, GRADE EXTENSIONS AS REQUIRED, CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR FLAT DRYWELL NON -TRAFFIC TOP, 4" MIN. THICKNESS 10, - - 4" PVC DRAIN PIPE 1 % SLOPE 520.80' 520.90' 4'-0" I.D. DRY WELL AS SUPPLIED BY FORT MILLER CONCRETE PRODUCTS, INC. OR APPROVED EQUAL UN( OMPACTED SUBGRADE S `7� OIL WATER SEPARATOR /DRY WELL -700 SCALE: NOT TO SCALE 6" TOPSOIL, FERTILIZE, T LIME, SEED AND MULCH IN PVMT IN TURF - TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR SHEETING A.O.B.E. BORROW - WELL GRADED INORGANIC GRANULAR SOILS 1 S AND/OR ROCK, MAX. 1-112" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 OR NATIVE MAI TRIAL, A.O.B.E. SIEVE. --- -- (USE VIBRATORY COMPACTOR WITH 12" LIFTS) V 1 Z PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL GRADED INVERT �' VARIES SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN x 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH SPRINGLINE V �� 8" LIFTS) INVERT VARIES PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 1) O.D. + 3' UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. NOTES: POUNUATION STONE - NYSDOT STANDARD SPECIFICATION 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-112" SIEVE, 90-100% PASSING 1" SIEVE. 0-15% PASSING 112" SIEVE GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. PIPING TRENCH DETAIL SCALE: NOT TO SCALE Drawn By: SEM LL1 00 00 000 0000 0 °00 0 00 0 8 8 0- 0- O ,., ,"."o P Poo V v00 0 O VV O ;) 000 000 00000 —I a 000 00 8 00; Go 000 00 0008 00°000 o 0Co 0800 0° °4c 00 0 o 00co 00 0° 0�y00 o0 0 0 %oma Poo 0 0000 �c "° QJO 9)c�o C, �J P O OUp° O OR0 o C, o 7 o 0 0 0 0, z 0, D OQ o6 LJJ z C: 3 c °' (� w C) �z -I I I -I I IE -1 I I I=I I I=I I 11=1 I=I I 11=1 I F1 I F -I 11-1 Li I, J I=I I I=I I I=I I I=I 11-11 NOTES: 1. CONTRACTOR SHALL RESTORE EXISTING PAVEMENT THICKNESS IN KIND BUT IN NO CASE LESS THAN THE THICKNESS SHOWN ON DETAIL. SAWCUT PAVEMENT AT LIMIT OF WORK, MATCH EXISTING GRADES AND MAKE SMOOTH TRANSITION FINISH GRADE, ASPHALT PAVEMENT 1.5" ASPHALT TOP COURSE NYSDOT TYPE 7 TACK COAT 2.5" ASPHALT BINDER COURSE NYSDOT TYPE 3 COMPACTED AGGREGATE SUBBASE MATERIAL, NYSDOT TYPE 2 SEPARATION GEOTEXTILE MIRAFI 600, OR APPROVED EQUAL - PLACED UNDER ALL ASPHALT COMPACTED SUBGRADE ASPHALT PAVEMENT FOR PARKING LOTS AND DRIVEWAYS SCALE: NOT TO SCALE TRENCH BACKFILL WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK, MAX. 1-1 /2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 OR NATIVE MATERIAL, A.O.B.I SIEVE. (USE VIBRATORY COMPACTOR WITH 12" LIFTS) NOTES: PIPE BACKFILL - GRADATION SHALL BE: "WELL GRADED SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)- SEE NOTE #2 PLASTIC 1 LOCATOR �3 12" o goo 914 ° \\a_o°°z 5 WATER LINE INSTALLATION -700 NOT TO SCALE OUTSIDE DIA. OF PIPE 124" 1. TRENCH BACKFILL SHALL CONSIST OF SUITABLE EXCAVATED NATIVE MATERIAL OR OTHER APPROVED MATERIAL, NO DEBRIS, FROZEN 1L MATERIAL, LARGE LOGS, STONES OR ORGANIC 3� MAXIMUM MATERIAL SHALL BE PLACED IN TRENCH BACKFILL. ttt(j TRENCH SLOPE 48" 2. PIPE BEDDING SHALL BE CLEAN COURSE SAND PASSING 1 /4" SIEVE. EFFECTIVE GRAIN SIZE SHALL BE BETWEEN 0.3 TO 0.6 mm AND THE UNIFORMITY COEFFICIENT SHALL BE 3.5 OR LESS. 6" MIN. 3. LOCATOR TAPE TO BE 3" WIDE BLUE LOCATION TAPE PLACED APPROXIMATELY 12" ABOVE MAIN. 4. ALL BACKFILL SHALL BE COMPACTED TO 95% 112 OUTSIDE DIA. OF PIPE STANDARD PROCTOR (ASTM D689) 5. WATER LINES FOR HYDRANT TO BE USED ONLY 6" MIN. DURING CAMPING SEASON. WATER LINES TO BE EMPTIED PRIOR TO WINTER SHUTDOWN TO AVOID FREEZING. MANHOLE FRAME, SOILD LID NEENAH R-1500 OR APPROVED EQUAL FINISHED GRADE 10" WIDE#2 STONE, UNCOMPACTED MIRAFI 140N FILTER FABRIC ALL AROUND _ CRUSHED STONE. PROVIDE �\ 12" MIN. FABIRC LAPS, I YP. \ PRECAST CONCRI TE y DRYWELL SECTIONS AS REQUIRED MANUFACTURED IN ACCORDANCE WITH in ASTM C487 -85A MIRAFI 140N FILLER 4' FABRIC AROUND DRYWELL AND STONE 5'-3" O.D. PRECAST - CONCRETEDRYWELL FOOTING, WITH OPEN BOTTOM BED STRUCTURE ON J UNCOMPACTED 6" OF SAND OR SUBGRADE CRUSHED STONE PRECAST CONCRETE OR BRICK, GRADE EXTENSIONS AS REQUIRED, CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS AND ON ENTIRE EXTERIOR FLAT DRYWELL NON -TRAFFIC TOP, 4" MIN. THICKNESS 10, - - 4" PVC DRAIN PIPE 1 % SLOPE 520.80' 520.90' 4'-0" I.D. DRY WELL AS SUPPLIED BY FORT MILLER CONCRETE PRODUCTS, INC. OR APPROVED EQUAL UN( OMPACTED SUBGRADE S `7� OIL WATER SEPARATOR /DRY WELL -700 SCALE: NOT TO SCALE 6" TOPSOIL, FERTILIZE, T LIME, SEED AND MULCH IN PVMT IN TURF - TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR SHEETING A.O.B.E. BORROW - WELL GRADED INORGANIC GRANULAR SOILS 1 S AND/OR ROCK, MAX. 1-112" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 OR NATIVE MAI TRIAL, A.O.B.E. SIEVE. --- -- (USE VIBRATORY COMPACTOR WITH 12" LIFTS) V 1 Z PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL GRADED INVERT �' VARIES SAND WITH 3/4" MAX. PARTICLE SIZE AND NOT MORE THAN x 10% PASSING #200 SIEVE (USE VIBRATORY COMPACTOR WITH SPRINGLINE V �� 8" LIFTS) INVERT VARIES PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO N.Y.S. DOT. STANDARD SPEC. 703-02 COARSE AGGREGATE (SEE NOTE 1) O.D. + 3' UNDISTURBED SUBGRADE OR EXTRA FOUNDATION STONE A.O.B.E. NOTES: POUNUATION STONE - NYSDOT STANDARD SPECIFICATION 703-02 SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE OR SIZE DETERMINATION #2: 100% PASSING 1-112" SIEVE, 90-100% PASSING 1" SIEVE. 0-15% PASSING 112" SIEVE GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS. PIPING TRENCH DETAIL SCALE: NOT TO SCALE ZURN OIL/WATER SEPARATOR MODEL# Z1188 -E -HD OR APPROVED EQUAL 520.90' BED STRUCTURE ON 6" OF SAND OR CRUSHED STONE GRAVEL DRIVEWAYS SCALE: NOT TO SCALE 4" PVC DRAIN PIPE I% SLOPE INV AT BUILDING 521.00' 4" COMPACTED GRAVEL SEPARATION GEOTEXTILE MIRAFI 600, OR APPROVED EQUAL - PLACED UNDER ALL GRAVEL COMPACTED SUBGRADE SCL ITE LANDSCAPE ARCHITECTURE, ENGINEERING & PLANNING,P.C. 157 Lake Avenue Saratoga Springs, NY 12866 Phone: 518.584.8661 Fax: 518.584.8651 www.clasitecom Drawn By: SEM LL1 00 00 000 0000 0 °00 0 00 0 8 8 Proj. No.: Cd o0 0° 00 0 0000 0 Opo O Oo o CQ C`? OG 0 v O °o ° ° ° ° o o 00 00 0 0 00C� 000 0 8 8 o 0 8: 0 °0°° CL —I o 0 o 0o °c-, r; 00 ° o0 o qo° cco ^ coon ° O >_ ZURN OIL/WATER SEPARATOR MODEL# Z1188 -E -HD OR APPROVED EQUAL 520.90' BED STRUCTURE ON 6" OF SAND OR CRUSHED STONE GRAVEL DRIVEWAYS SCALE: NOT TO SCALE 4" PVC DRAIN PIPE I% SLOPE INV AT BUILDING 521.00' 4" COMPACTED GRAVEL SEPARATION GEOTEXTILE MIRAFI 600, OR APPROVED EQUAL - PLACED UNDER ALL GRAVEL COMPACTED SUBGRADE SCL ITE LANDSCAPE ARCHITECTURE, ENGINEERING & PLANNING,P.C. 157 Lake Avenue Saratoga Springs, NY 12866 Phone: 518.584.8661 Fax: 518.584.8651 www.clasitecom Date: 08-15-2014 Drawn By: SEM Checked By: PAL Proj. No.: 6-672 Q 4 of 5 CL —I O >_ c W W LJJ z CLU z 0, D OQ o6 LJJ z C: 3 c °' (� w C) �z � << J Date: 08-15-2014 Drawn By: SEM Checked By: PAL Proj. No.: 6-672 Sheet No.: 4 of 5 PERCOLATION TESTS DATE: 07/07/2014 OWNER: DAVE KING ENGINEER: HAROLD BERGER, PE ALL TEST HOLES PRE-SOAKED BEFORE TESTING GENERAL SOIL DESCRIPTION: COARSE SAND PERC TEST TEST RUN #1 RUN #2 RUN #3 RUN #4 DEPTH 1 24" 2:20 2:30 3:16 3:25 2 22" 1:45 1:47 1:54 1:56 DEEP TEST HOLES PERFORMED BY: AARON VERA, El PERFORMED ON: 12/05/2012, 2 PM DEEP TEST HOLE #1 1f 12" - 24" BROWN SANDY LOAM, SOME SILT 24" - 84" GRAY SAND, DENSER, SOME COBBLES DEEP TEST HOLE #2 0' - 6' 1 OPSOIL 6" - 18" BROWN SAND, TRACE SILT 18" - 60" GRAY COARSE SAND, NO SILT SEPTIC SYSTEM DESIGN DESIGN PARAMETERS: EMPLOYEE BATHROOM: 6 PERSONS TWO WASHER -EXTRACTORS: 8 LOADS PER DAY ONE DISHWASHER: 3 HOURS PER DAY WATER USAGES 25 GPD/PERSON X 6 EMPLOYEES = 150 GPD 8 WASH LOADS PER DAY AT 62.56 GALLONS PER CYCLE = 500 GPD 3 DISHWASHER HOURS PER DAY AT 50 GALLONS PER HOUR = 150 GPD SYSTEM TYPE: CONVENTIONAL ABSORPTION TRENCHES PERCOLATION RATE: 1-5 MIN/INCH APPLICATION RATE: 1.20 GPD/FTZ (NYSDEC TABLE E-1) DESIGN: REQUIRED AREA: 800 GPD _ 1.20 GPD/FT2 667 FT -2 TRENCH CONFIGURATION: 7 X 2 FT X 50 FT = 700 FT' WATERTIGHT LOCKING MANHOLE FRAME AND COVER ZABEL FILTER MODEL: A 1800 4" X 22", OR APPROVED EQUAL, z SYMBOL PROVIDE EXTENSION RINGS SEM FINISHED W/ NON -SHRINK GROUT \ GRADE TO FINISHED GRADE, TYP. 5 of 5 SIZE OUTSIDE - OUSIDE - SANITARY TEE BASE SLAB INLET INLET O GALLONS z p J WIDTH "W" CAULKED Uj 00 d w �„R., = JOINT, TYP. N J J J HEIGHT "I" HEIGHT "O" 1500 `- 6" MIN. PEA 11'-0" 6" GRAVEL OR SAND SECTION 4'-1" 5'-1" INLET FROM OUTLET TO DISTRIBUTION BOX PLAN MAINTENANCE j BUILDING -24"0 OPENING, TYP. NOTES: 1. SEPTIC TANK SHALL BE AS MANUFACTURED BY THE FORT MILLER CO. OR APPROVED EQUIVALENT. 2. DIMENSIONS SHOWN ARE AS PER STRUCTURES MANUFACTURED BY FORT MILLER CO. 3. FIBERGLASS TANKS MAY BE USED WITH ENGINEERS APPROVAL. 4. VERIFY THAT BAFFLES ARE PROPERLY INSTALLED IN TANK PRIOR 10 INITIAL USE. SEWAGE DISPOSAL SYSTEM COMPONENT NOTE: INSTALLATION OF ALL SEWAGE DISPOSAL SYSTEM COMPONENTS SHALL BE CONSISTENT WITH THE STANDARDS SET FORTH BY THE NEW YORK STATE DEPARTMENT OF HEALTH. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO NYSDEC - DESIGN STANDARDS FOR WASTEWATER TREATMENT WORKS, 1988, NEW YORK STATE DEPARTMENT OF HEALTH INDIVIDUAL RESIDENTIAL WASTEWATER TREATMENT SYSTEMS DESIGN HANDBOOK AND TOWN STANDARDS. WASTEWATER DISPOSAL SYSTEM PIPING: 1 . BUM SEPTIC TANK: 4 SOLID PVC SCH 40 PIPE, TIGHT JOINTS, MINIMUM SLOPE 2.0%. 2. SEPTIC TANK: TO DISTRIBUTION BOX: 4" SOLID PVC SDR 35 PIPE, TIGHTJOINTS. MINIMUM SLOPE 1.0%. 3. DISTRIBUTION BOX TO ABSORPTION TRENCH: 4" SOLID PVC SDR 35 PIPE, TIGHT JOINTS, MINIMUM SLOPE - 1.0%. 4. ABSORPTION TRENCH DISTRIBUTION PIPING: 4" PERFORATED SDR 35 PIPE MEETING ASTM STANDARDS FOR USE IN SEWAGE SYSTEMS. INSTALL PIPE WITH A SLOPE BETWEEN 16"/FT. TO '."/FT. (0.50% - 0.25%). CAP ENDS OF DISTRIBUTION PIPING. USE 4" SDR -35 PIPE. 5. INVERTS OF SYSTEM TO BE VERIFIED IN FIELD AFTER DETERMINATION OF INVERT OF NEW PIPE EXITING SEPTIC TANK. SEPTIC TANK: 6. SEPTIC TANK. SHALL BE NON TRAFFIC RATED, PRECAST CONCRETE TANK, 1,500 GALLON MINIMUM CAPACITY, AS MANUFACTURED BY THE FORT MILLER CO., INC., OR APPROVED EQUAL. 7. SEPTIC TANK: OUTLET SHALL BE EQUIPPED WITH A ZABEL FILTER (A 1800 4"X22"), OR APPROVED EQUAL. ABSORPTION TRENCHES & BACKFILLING: 8. A MINIMUM OFF UR FEET SEPARATION MUST BE MAINTAIN[ D BETWEEN THE BOTTOM OF EACH ABSORPTION TRENCH AND ALL BOUNDARY CONDITIONS (I.E. BEDROCK, GROUNDWATER, AND IMPERMEABLE STRATA). 9. ANY BACKFILL SHALL BE FREE OF DELETERIOUS MATERIAL, AND CONTAIN NO STONE LARGER THAN 2". 10. GRADE ALL AREAS TO ELIMINATE LOW AREAS AND PROVIDE POSITIVE DRAINAGE AWAY FROM ABSORPTION FIELD AREA. DIVERT DRAINAGE FROM DRIVEWAYS, ROOF AND FOOTING DRAINS AWAY FROM ABSORPTION FIELD. CROSS SLOPE SHALL BE 1.0% MIN. 11. BOTTOM OF ABSORPTION TRENCH TO BE LEVEL. SEWAGE DISPOSAL SYSTEM NOTES: 12. THERE SHALL BE NO CHANGE OF THESE PLANS IN ADVANCE OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER. 13. NO EQUIPMENT, VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED WITHIN THE AREA OF THE PROPOSED SYSTEM. MOVE FILL MATERIAL INTO PLACE WITH A SMALL TRACK -TYPE EXCAVATOR TO MINIMIZE SOIL COMPACTION. 14. DISPOSAL OF CHEMICALS, MEDICATIONS, OR CLEANERS IN SINKS OR TOILETS IS PROHIBITED. 1 S. PROPOSED BATHROOM TO HAVE WATER SAVING FIXTURES, OBSERVE WATER CONSERVATION PRACTICES. 16. DO NOT ALLOW DISCHARGE FROM ROOF DRAINS TO GO OVER THE SYSTEM. ROOF DRAINS SHALL NOT BE CONNECTED TO THE SEWAGE SYSTEM. 17. MAINTENANCE SCHEDULE: THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY AND BE PUMPED ONE TIME EVERY TWO YEARS MINIMUM. REMOVE AND CLEAN ZABEL FILTER WHILE PERFORMING ANNUAL INSPECTION. IF SIGNIFICANT BUILDUP OF SOLIDS IS NOTED IN THE SEPTIC TANK, PUMPING SHALL BE DONE MORI FREQUENTLY, AND THE ENGINEER SHOULD BE NOTIFIED. 18. THE ENTIRE WASTEWATER DISPOSAL SYSTEM AREA AND ALL DISTURBED AREAS SHALL RECEIVE 6" TOPSOIL, SEED, AND MULCH TO ACHIEVE A PERMANENT STAND OF VEGETATION. TURF SURFACE MUST BE MAINTAINED OVER THE ABSORPTION BED. 19. MINIMUM SEPARATION DISTANCE FROM DISPOSAL AREA ED(,F TO WELL SHALL BE 200'. MIN. SEPARATION DISTANCE FROM SEPTIC TANK TO WELL SHALL BE 100'. 20. CONTRACTOR TO SECURE ALL REQUIRED PERMITS 21. CONTRACTOR TO PROVIDE AS BUILT DRAWINGS FOR THE SYSTEM TO THE TOWN. 22. CONTRACTOR TO FOLLOW ALL EROSION CONTROL AND SEDIMENT MEASURES AS CONTAINED IN "THE NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL." SYMBOL INVERT SEM N 1 523.67 © 523.42 5 of 5 SIZE OUTSIDE OUTSIDE PLAN MAINTENANCE j BUILDING -24"0 OPENING, TYP. NOTES: 1. SEPTIC TANK SHALL BE AS MANUFACTURED BY THE FORT MILLER CO. OR APPROVED EQUIVALENT. 2. DIMENSIONS SHOWN ARE AS PER STRUCTURES MANUFACTURED BY FORT MILLER CO. 3. FIBERGLASS TANKS MAY BE USED WITH ENGINEERS APPROVAL. 4. VERIFY THAT BAFFLES ARE PROPERLY INSTALLED IN TANK PRIOR 10 INITIAL USE. SEWAGE DISPOSAL SYSTEM COMPONENT NOTE: INSTALLATION OF ALL SEWAGE DISPOSAL SYSTEM COMPONENTS SHALL BE CONSISTENT WITH THE STANDARDS SET FORTH BY THE NEW YORK STATE DEPARTMENT OF HEALTH. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO NYSDEC - DESIGN STANDARDS FOR WASTEWATER TREATMENT WORKS, 1988, NEW YORK STATE DEPARTMENT OF HEALTH INDIVIDUAL RESIDENTIAL WASTEWATER TREATMENT SYSTEMS DESIGN HANDBOOK AND TOWN STANDARDS. WASTEWATER DISPOSAL SYSTEM PIPING: 1 . BUM SEPTIC TANK: 4 SOLID PVC SCH 40 PIPE, TIGHT JOINTS, MINIMUM SLOPE 2.0%. 2. SEPTIC TANK: TO DISTRIBUTION BOX: 4" SOLID PVC SDR 35 PIPE, TIGHTJOINTS. MINIMUM SLOPE 1.0%. 3. DISTRIBUTION BOX TO ABSORPTION TRENCH: 4" SOLID PVC SDR 35 PIPE, TIGHT JOINTS, MINIMUM SLOPE - 1.0%. 4. ABSORPTION TRENCH DISTRIBUTION PIPING: 4" PERFORATED SDR 35 PIPE MEETING ASTM STANDARDS FOR USE IN SEWAGE SYSTEMS. INSTALL PIPE WITH A SLOPE BETWEEN 16"/FT. TO '."/FT. (0.50% - 0.25%). CAP ENDS OF DISTRIBUTION PIPING. USE 4" SDR -35 PIPE. 5. INVERTS OF SYSTEM TO BE VERIFIED IN FIELD AFTER DETERMINATION OF INVERT OF NEW PIPE EXITING SEPTIC TANK. SEPTIC TANK: 6. SEPTIC TANK. SHALL BE NON TRAFFIC RATED, PRECAST CONCRETE TANK, 1,500 GALLON MINIMUM CAPACITY, AS MANUFACTURED BY THE FORT MILLER CO., INC., OR APPROVED EQUAL. 7. SEPTIC TANK: OUTLET SHALL BE EQUIPPED WITH A ZABEL FILTER (A 1800 4"X22"), OR APPROVED EQUAL. ABSORPTION TRENCHES & BACKFILLING: 8. A MINIMUM OFF UR FEET SEPARATION MUST BE MAINTAIN[ D BETWEEN THE BOTTOM OF EACH ABSORPTION TRENCH AND ALL BOUNDARY CONDITIONS (I.E. BEDROCK, GROUNDWATER, AND IMPERMEABLE STRATA). 9. ANY BACKFILL SHALL BE FREE OF DELETERIOUS MATERIAL, AND CONTAIN NO STONE LARGER THAN 2". 10. GRADE ALL AREAS TO ELIMINATE LOW AREAS AND PROVIDE POSITIVE DRAINAGE AWAY FROM ABSORPTION FIELD AREA. DIVERT DRAINAGE FROM DRIVEWAYS, ROOF AND FOOTING DRAINS AWAY FROM ABSORPTION FIELD. CROSS SLOPE SHALL BE 1.0% MIN. 11. BOTTOM OF ABSORPTION TRENCH TO BE LEVEL. SEWAGE DISPOSAL SYSTEM NOTES: 12. THERE SHALL BE NO CHANGE OF THESE PLANS IN ADVANCE OR DURING CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN ENGINEER. 13. NO EQUIPMENT, VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED WITHIN THE AREA OF THE PROPOSED SYSTEM. MOVE FILL MATERIAL INTO PLACE WITH A SMALL TRACK -TYPE EXCAVATOR TO MINIMIZE SOIL COMPACTION. 14. DISPOSAL OF CHEMICALS, MEDICATIONS, OR CLEANERS IN SINKS OR TOILETS IS PROHIBITED. 1 S. PROPOSED BATHROOM TO HAVE WATER SAVING FIXTURES, OBSERVE WATER CONSERVATION PRACTICES. 16. DO NOT ALLOW DISCHARGE FROM ROOF DRAINS TO GO OVER THE SYSTEM. ROOF DRAINS SHALL NOT BE CONNECTED TO THE SEWAGE SYSTEM. 17. MAINTENANCE SCHEDULE: THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY AND BE PUMPED ONE TIME EVERY TWO YEARS MINIMUM. REMOVE AND CLEAN ZABEL FILTER WHILE PERFORMING ANNUAL INSPECTION. IF SIGNIFICANT BUILDUP OF SOLIDS IS NOTED IN THE SEPTIC TANK, PUMPING SHALL BE DONE MORI FREQUENTLY, AND THE ENGINEER SHOULD BE NOTIFIED. 18. THE ENTIRE WASTEWATER DISPOSAL SYSTEM AREA AND ALL DISTURBED AREAS SHALL RECEIVE 6" TOPSOIL, SEED, AND MULCH TO ACHIEVE A PERMANENT STAND OF VEGETATION. TURF SURFACE MUST BE MAINTAINED OVER THE ABSORPTION BED. 19. MINIMUM SEPARATION DISTANCE FROM DISPOSAL AREA ED(,F TO WELL SHALL BE 200'. MIN. SEPARATION DISTANCE FROM SEPTIC TANK TO WELL SHALL BE 100'. 20. CONTRACTOR TO SECURE ALL REQUIRED PERMITS 21. CONTRACTOR TO PROVIDE AS BUILT DRAWINGS FOR THE SYSTEM TO THE TOWN. 22. CONTRACTOR TO FOLLOW ALL EROSION CONTROL AND SEDIMENT MEASURES AS CONTAINED IN "THE NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL." SEPTIC TANK SCALE: NOT TO SCALE LL 4" PVC SDR -35 FROM SEPTIC TANK 2" THICK INTEF CONCRETE BAI TOPSOIL, SEED, AND MULCH 6" OF SUITABLE ON-SITE MATERIAL FOR BACKFILL 4" PVC SDR -35 INLET --\ FROM SEPTIC TANK NON -SHRINK GROUT AND WATER PROOFING, TYP. CK -OUT FOR JRE EXPANSION HDPE SEALS FOR 4" PVC SDR -35 LATERALS X Q w 2a Nu SECTION - 12" MIN. CRUSHED STONE OR COMPACTED SUBBASE MATERIAL �- COMPACTED SUBGRADE NOTES: 1. DISTRIBUTION BOX SHALL BEA TYPE It2 DISTRIBUTION BOX BY FORT MILLER COMPANY OR OTHER APPROVED EQUAL WITH A MINIMUM OF EIGHT (8) OUTLETS. 2. DISTRIBUTION BOX SHALL BE PROVIDED WITH PREFABRICATED SPEED LEVELING DEVICES AND LEVELED USING WATER. PRE -CAST CONCRETE DISTRIBUTION BOX SCALE: NOT TO SCALE CONSTRUCTION AND INSPECTION: L3_._CON�C I N INSPECTION SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO BACKFIt LING OF ALL SYSTEM COMPONENTS AND AFTER FINAL GRADING. ADVANCE NOTICE SHALL BE PROVIDED TO THE ENGINEER I OR THE INSPECTION REQUEST. 24. CERTIFICATION BY A PROFESSIONAL ENGINEER SHALL BE PROVIDED TO THE NYSDOH GLENS FALLS OFFICE AND 1 OWN OF QUEENSBURY BUILDING DEPARTMENT UPON COMPLETION OF THE SYSTEM. SYSTEM DESIGN AND PERFORMANCE: 25. THIS WASTE WATER TREATMENT SYSTEM HAS BEEN DESIGNED TO TREAT TYPICAL HOUSEHOLD SEWAGE AS DEFINED IN SUBPART 75-A.I (B)(29), AND IS DESIGNED TO OPERATE PROPERLY AT THE 10 YEAR FLOOD LEVEL. THE SYSTEM MUST BE MAINTAINED IN ACCORDANCE WITH SUBPART 75-A.3(A), SUBPART 75-A.8(A)(3), AND ANY OTHER APPLICABLE PORTIONS OF SUBPART 75-A. THE DISCHARGE OF CHEMICALS NOT DETERMINED TO BE SAFE FOR DISPOSAL INTO AN ONSITE WASTEWATER TREATMENT SYSTEM IS PROHIBITED. VEHICULAR TRAFFIC IN THE IMMEDIATE VICINITY OF, OR ON TOP OF, THE WASTE WATER TREATMENT SYSTEM IS PROHIBITED. MODIFICATIONS TO THIS SYSTEM OR ITS DESIGNED USE WITHOUT THE APPROVAL OF THE DESIGN PROFESSIONAL AND THE DEPARTMENT OF HEALTH IS PROHIBITED. THE SEPTIC TANK MUST BE INSPECTED AT LEAST ONCE A YEAR. FAILURE TO MAINTAIN THE SYSTEM IN ACCORDANCE WITH THESE REQUIREMENTS MAY RESULT IN SYSTEM FAILURE OR DEGRADATION. THE DESIGN PROFESSIONAL IS NOT LIABLE FOR SYSTEM FAILURE OR DEGRADATION AS A RESULT OF FAILING TO OPERATE AND MAINTAIN THIS SYSTEM IN ACCORDANCE WITH ALL THESE REQUIREMENTS. RESERVE AREA 26. THE 50% RESERVE AREA SHOWN SHALL REMAIN FREE ANY PERMANENT STRUCTURE AND USE OF THIS AREA THAT WILL IN ANY WAY IMPACT PERCOLATION OF THE SOIL OR THAT WILL CAUSE ANY SOIL TO BE REMOVED SHALL BE PROHIBITED. SLOPE TO DRAIN4- 1\�v i VARIES, SEE PLAN FOR LAYOUT GROUND SURFACE SLOPE TO DRAIN, 1%MIN. SEE BELOW / FOR DETAIL - 4' USABLE SOIL 00 7fl -III III-III-II1111111111 GROUNDWATER, BEDROCK, OR IMPERMEABLE SOIL NOTES: 1. ALL LATERAL ENDS MUST BE CAPPED 2. THE MAXIMUM LATERAL SLOPE IS'"/FT. TRENCHES SPACED 6'-0" O.C. AND PLACED PARALLEL TO 4" DIA. SDR 35 PVC GRAVITY SEWER GRADE CONTOURS WITH PERFORATIONS AT BOTTOM SLOPE PIPE AND TRENCH BOTTOM 16"/FT. TO #2 WASHED CRUSHED ADDITIONAL TOPSOIL 3z"/FT. PLUG ENDS WITH PVC CAP STOZ x PLACED OVER TRENCH TO ACCOMMODATE SETTLING 24" z - < EXISTING GRADE PERMEABLE _ GEO-TEXTILE FABRIC FEE 525.75 i 10' - - __i, PROPOSED GRADE SEPTIC TANK 00 v I TO IL (IMPO ED) BAC ILL e jo N TOPSOIL `O (IMPORTED) BACKFILL SYMBOL INVERT SEM N N 523.67 © 523.42 5 of 5 SIZE OUTSIDE OUTSIDE OUSIDE WALLS BASE SLAB LIQUID INLET OUTLET GALLONS HEIGHT "H" WIDTH "W" LENGTH "OL" "R" IS., "T" LEVEL "L" HEIGHT "I" HEIGHT "O" 1500 6'-3" 6'-0" 11'-0" 6" 6" 8" 4'-1" 5'-1" 4'-10" SEPTIC TANK SCALE: NOT TO SCALE LL 4" PVC SDR -35 FROM SEPTIC TANK 2" THICK INTEF CONCRETE BAI TOPSOIL, SEED, AND MULCH 6" OF SUITABLE ON-SITE MATERIAL FOR BACKFILL 4" PVC SDR -35 INLET --\ FROM SEPTIC TANK NON -SHRINK GROUT AND WATER PROOFING, TYP. CK -OUT FOR JRE EXPANSION HDPE SEALS FOR 4" PVC SDR -35 LATERALS X Q w 2a Nu SECTION - 12" MIN. CRUSHED STONE OR COMPACTED SUBBASE MATERIAL �- COMPACTED SUBGRADE NOTES: 1. DISTRIBUTION BOX SHALL BEA TYPE It2 DISTRIBUTION BOX BY FORT MILLER COMPANY OR OTHER APPROVED EQUAL WITH A MINIMUM OF EIGHT (8) OUTLETS. 2. DISTRIBUTION BOX SHALL BE PROVIDED WITH PREFABRICATED SPEED LEVELING DEVICES AND LEVELED USING WATER. PRE -CAST CONCRETE DISTRIBUTION BOX SCALE: NOT TO SCALE CONSTRUCTION AND INSPECTION: L3_._CON�C I N INSPECTION SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO BACKFIt LING OF ALL SYSTEM COMPONENTS AND AFTER FINAL GRADING. ADVANCE NOTICE SHALL BE PROVIDED TO THE ENGINEER I OR THE INSPECTION REQUEST. 24. CERTIFICATION BY A PROFESSIONAL ENGINEER SHALL BE PROVIDED TO THE NYSDOH GLENS FALLS OFFICE AND 1 OWN OF QUEENSBURY BUILDING DEPARTMENT UPON COMPLETION OF THE SYSTEM. SYSTEM DESIGN AND PERFORMANCE: 25. THIS WASTE WATER TREATMENT SYSTEM HAS BEEN DESIGNED TO TREAT TYPICAL HOUSEHOLD SEWAGE AS DEFINED IN SUBPART 75-A.I (B)(29), AND IS DESIGNED TO OPERATE PROPERLY AT THE 10 YEAR FLOOD LEVEL. THE SYSTEM MUST BE MAINTAINED IN ACCORDANCE WITH SUBPART 75-A.3(A), SUBPART 75-A.8(A)(3), AND ANY OTHER APPLICABLE PORTIONS OF SUBPART 75-A. THE DISCHARGE OF CHEMICALS NOT DETERMINED TO BE SAFE FOR DISPOSAL INTO AN ONSITE WASTEWATER TREATMENT SYSTEM IS PROHIBITED. VEHICULAR TRAFFIC IN THE IMMEDIATE VICINITY OF, OR ON TOP OF, THE WASTE WATER TREATMENT SYSTEM IS PROHIBITED. MODIFICATIONS TO THIS SYSTEM OR ITS DESIGNED USE WITHOUT THE APPROVAL OF THE DESIGN PROFESSIONAL AND THE DEPARTMENT OF HEALTH IS PROHIBITED. THE SEPTIC TANK MUST BE INSPECTED AT LEAST ONCE A YEAR. FAILURE TO MAINTAIN THE SYSTEM IN ACCORDANCE WITH THESE REQUIREMENTS MAY RESULT IN SYSTEM FAILURE OR DEGRADATION. THE DESIGN PROFESSIONAL IS NOT LIABLE FOR SYSTEM FAILURE OR DEGRADATION AS A RESULT OF FAILING TO OPERATE AND MAINTAIN THIS SYSTEM IN ACCORDANCE WITH ALL THESE REQUIREMENTS. RESERVE AREA 26. THE 50% RESERVE AREA SHOWN SHALL REMAIN FREE ANY PERMANENT STRUCTURE AND USE OF THIS AREA THAT WILL IN ANY WAY IMPACT PERCOLATION OF THE SOIL OR THAT WILL CAUSE ANY SOIL TO BE REMOVED SHALL BE PROHIBITED. SLOPE TO DRAIN4- 1\�v i VARIES, SEE PLAN FOR LAYOUT GROUND SURFACE SLOPE TO DRAIN, 1%MIN. SEE BELOW / FOR DETAIL - 4' USABLE SOIL 00 7fl -III III-III-II1111111111 GROUNDWATER, BEDROCK, OR IMPERMEABLE SOIL NOTES: 1. ALL LATERAL ENDS MUST BE CAPPED 2. THE MAXIMUM LATERAL SLOPE IS'"/FT. TRENCHES SPACED 6'-0" O.C. AND PLACED PARALLEL TO 4" DIA. SDR 35 PVC GRAVITY SEWER GRADE CONTOURS WITH PERFORATIONS AT BOTTOM SLOPE PIPE AND TRENCH BOTTOM 16"/FT. TO #2 WASHED CRUSHED ADDITIONAL TOPSOIL 3z"/FT. PLUG ENDS WITH PVC CAP STOZ x PLACED OVER TRENCH TO ACCOMMODATE SETTLING 24" z - < EXISTING GRADE PERMEABLE _ GEO-TEXTILE FABRIC FEE 525.75 i 10' - - __i, PROPOSED GRADE SEPTIC TANK 00 v I TO IL (IMPO ED) BAC ILL e jo N TOPSOIL `O (IMPORTED) BACKFILL SYMBOL INVERT SEM N N 523.67 © 523.42 5 of 5 NOTES: 1. IMPORTED BACKFILL SHALL BE TOPSOIL OR NATURAL RUN OF BANK SAND OR GRAVEL FREE OF ORGANIC MATERIAL AND ELONGATED PARTICLES AND HAVE A MAX. PARTICLE SIZE OF 4" ABSORPTION TRENCH DETAIL SCALE: NOT TO SCALE DISTRIBUTION BOX ABSORPTION TRENCH 4' O 6' SEPTIC SYSTEM SECTION PUSH -ON JOINT _BOTTOM AND \RED SIDEWALLS GROUNDWATER, BEDROCK, OR IMPERMEABLE SOIL SYSTEM INVERTS SYMBOL INVERT SEM 523.87 © 523.67 © 523.42 5 of 5 523.38 523.13 LANDSCAPE ARCHITECTURE, ENGINEERING S PLANNING,P.C. 157 Lake Avenue Saratoga Springs, NY 12866 Phone: 518.584.8661 Fax 518.584.8651 www.clasitecom UMPARKE ANE GEORGE Date: 08-15-14 Drawn By: SEM Checked By: HBB Z 6-672 Sheet No.: 5 of 5 Q O Q Z WW N W QUO} z O Q 0 U LJIz 3 W I- I � �z Q Q -I Date: 08-15-14 Drawn By: SEM Checked By: HBB Proj. No.: 6-672 Sheet No.: 5 of 5