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RC-000022-2016 104110.04 TOWN OF QUEENSBURY . ., 742 Ba Road ueensbu NY 12804-5904 518 761-8201 Y ,Q n, ) Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-000022-2016 Date Issued: Friday, November 2, 2018 This is to certify that work requested to be done as shown by Permit Number RC-000022-2016 has been completed. Tax Map Number: 239.7-1-14 Location: 67 KNOX RD Owner: Camp Knox LLC Applicant: Steve Ballas This structure may be occupied as a: SFD 4157 s.f., garage & FP By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the ra4.0 4 )41-it- 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 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: RC-000022-2016 CZCIIq^191 Tax Map No: 239.7-1-14 E A I E �I L -� Permission is hereby granted to: Garner Lake Properties LLC ' V G V For property located at: 67 KNOX RD 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 Cons V I S E Owner Name: Gamer Lake Properties LLC Single Family $400,000.00 Owner Address: PO Box 341769 Total Value $400,000.00 Tampa,FL 33694 Contractor or Builder's Name/Address Electrical Inspection Agency Profile Design Build PO Box 298 Cleverdale,NY 12820 Plans&Specifications SFD 4157 s.f,garage&FP $50.00 PERMIT FEE PAID-TIES PERMIT EXPIRES: Monday,April I(l,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of ueensb before 7theiration datQ )Dated at the Town f Queen T April I( 2014 SIGNED BY: QQQ for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: PRINCIPAL STRUCTURE APPLICAT tG� Tax Map ID: 23 . 7 -f-1 q� 5 [d 14 Permit No.: A permit must be obtained before beginning con '�.o 5 20Permit Fee: $ Please read: 'TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling 'Rec Fee: $ units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.: ;5 P if 401 dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. r /- r w.. vrk. Date 1 ateApplicant L1M74­� &4"Z'e P"P4-yPtS r Tax Map ID Address Po. F'oc 2q? Zoning W Live rz+JH C Af 1� /Z2Zo Phone/E-mail 510 /tit Lwf rz 7 Property Owner Cikiz-r�Ti LA-t49-- prc.oP'FTtt:c Contractor/Agent UAv-+u4c2 00 Lt>ZIP-5 -- Address P.O. Rep,�c 278 Address P• a c3c,& 2�8 GLEV�C�r12 o'-1 Y l _4z zc_� A-c,- ^1 Y I2$zv Phone/E-mail 516 - $39 ^ 3 S.S9_ Phone/E-mail 5 (e 339 3 5 S Building Street Address: 67 bolo P-oA7D Subdivision Name: Lot#: /,(/A- Historic Site: —Yes _y No Estimated cost of construction: $ l9 5, ooa Nrc�u�5 I,kFOv�cTa t r t 5c8' (o6`� -szc9 TvyaeofConstruction: C1 �-Dref[75rf.rit . A-Z L_ Check all that apply Please indicate measurements as required below: el0.'-. o � v a 1 st Floor 2nd Floor Other Total Height ? a a /� IJ Single Family �( (A(p ©g $Q { to�� _I ti C71 0,-O' Two-Family Multi-Family(#of i\h units_) CJ Townhouse Business Office Retail-Mercantile GARNER LAKE Properites 2014-191 Factory-Industrial 67 Knox Road formerly 2006-271 SFD, garage &fireplace 239.7-1-14 Attached Garages(#_) see SP4-2014 PB approval Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicatename of business N/IT Proposed use of building or addition pv'5 r ar--fl' &-L, Source of heat(circle one) a5a Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" —Yes X, No Are there structures not shown on plot plan? 49 Are their easements on the property? f b Site Information a. Dimensions or acreage of lot b. Is this a comer lot? t (m c. Will the grade be changed as a result of construction: _Yes g�. No d. Public water or Private well PE1 V nrf�c \k)V, e. Sewer or Private Septic System Sf Qy s� l 5 F S rtm Value of all work to be performed(labor and materials) $ J q S,000 Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 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. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that Ilwe 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 an ,agr a Yt ove. Signed Date: 5 FOR OFFICE USE ONLY: Operating Permit Issued: _Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 REScheck Software Version 4.5.0 Compliance Certificate Project Mike Cryss Energy Code: 2010 New York Energy Conservation Location: Warren County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,242 ft2 Glazing Area 14% Climate Zone: 6 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 67 Knox Road Monarch Design Queensbury, NY 1399 Vischer Ferry Road Latham,NY 688-8362 monarchdesigngroup@gmaii.com ;Compliance: Passes using UA trade-off Compliance: 2.7%Better Than Code Maximum UA: 523 Your UA: 509 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or or Door UA Perimeter R-Value 11-Value U-Factor Ceiling 1:Cathedral Ceiling 2,242 38.0 0.0 0.027 61 Wall 1:Wood Frame, 16"o.c. 1,345 21.0 3.0 0.048 49 Window 1:Wood Frame:Double Pane with Low-E 120 0.320 38 Door 1: Glass 210 0.320 67 Wall 2:Wood Frame, 16"o.c. 684 21.0 3.0 0.048 27 Window 2:Wood Frame:Double Pane with Low-E 120 0.400 48 Wall 3:Wood Frame, 16"o.c. 820 21.0 3.0 0.048 36 Window 3:Wood Frame:Double Pane with Low-E 36 0.320 12 Door 2:Solid 42 0.320 13 Wall 4:Wood Frame, 16"o.c. 603 21.0 3.0 0.048 28 Window 4:Wood Frame:Double Pane with Low-E 12 0.320 4 Floor 1: Slab-On-Grade:Heated 192 14.0 0.658 126 Insulation depth:6.0' Project Title: Mike Cryss Report date: 04/08/1 Data filename: Untitled.rck Page 1 of 8 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date t a 1 I Project Title: Mike Cryss Report date: 04/08/1 Data filename: Untitled.rck Page 2 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.2 Construction drawings and ❑Complies [PR111 documentation sufficiently ❑Does Not VV demonstrates energy code []Not Observable compliance for the building envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently []Does Not [PR311 demonstrates energy code .compliance for lighting and []Not Observable mechanical systems.Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR21' sized per ACCA Manual 5 based Btu/hr Btu/hr []Does Not on loads per ACOA Manual J or Cooling: Cooling: other approved methods. Btu/hr Btu/hr []Not Observable — ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 J Low Impact(Tier 3) Project Title: Mike Cryss Report date: 04/08/1 Data filename: Untitled.rck Page 3 of 8 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ❑Complies [F011]z protection. ❑Does Not V []Not Observable []Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 []Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: [11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mike Cryss Report date: 04/08/1 Data filename: Untitled.rck Page 4 of 8 Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.4.4 Fenestration that is not site built ❑Complies [FR2011 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 .IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not V, and labeled to indicate&It;= 2.0 []Not Observable crm leakage at 75 Pa. [Not Applicable 403.2.1 .Supply ducts in attics are R-- R-- ❑Complies [FR1211 insulated to R-8.All other ducts R- R- ❑Does Not V, in unconditioned spaces or — outside the building envelope are []Not Observable insulated to R-6. Not applicable if ❑Not Applicable all systems are ductless. 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not d, building cavities used as return ❑Not Observable .ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies [FR17]2 above 105 OF or chilled fluids ❑Does Not 9 below 55 OF are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R-- R-- ❑Complies [FR18]2 pipes are insulated to R-2. []Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. _ ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mike Cryss Report date: 04/08/1 Data filename: Untitled.rck Page 5 of 8 2020 New York Insulation Inspection Complies? Comments/Assumptions Ener 303.1 All installed insulation labeled or ❑Complies [IN13)2 installed R-values provided. []Does Not []Not Observable []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Mike Cryss Report date: 04/08/1 Data filename: Untitled.rck Page 6 of 8 56ction Plans Verified Field Verified & Reg. # Final Inspection Provisions Value Value Complies? Comments/Assumptions 402.4.2, Building envelope tightness ACH 50=_ ACH 50=_ ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of&lt;7 ACH at 50 Pa.This tt requirement may instead be met ❑Not Observable via visual inspection,in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [FI812 gasketed doors and outdoor []Does Not Jcombustion air. []Not Observable []Not Applicable 403.2.2 Duct tightness via post- _cfm _cfm ❑Complies [F1411 construction with maximum ❑Does Not leakage of 8 cfm to outdoors,or ❑Not Observable 12 cfm across systems.For ❑Not Applicable Observable rough-in tests,verification may need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. []Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI1012 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies IN11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI1213 heaters for swimming pools. ❑Does Not M) []Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [FI1913 and pumps are present. []Does Not N [-]Not Observable ❑Not Applicable 403.9.3 Heated swimming pools have a ❑Complies [F120]3 cover.Covers on pools heated ❑Does Not kt over 90 of are insulated to R-12. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F]7]1 ❑Does Not []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not V, equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mike Cryss Report date: 04/08/1 Data filename: Untitled.rck Page 7 of 8 I I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mike Cryss Report date: 04/08/1 Data filename: Untitled.rck Page 8 of 8 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 24.00 Floor 14.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 Door 0.32 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name; Date: Comments INSPECTION WORKSHEET (FMGAS-007715-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-000022-2016Permit Case Number:Case Module: Thu Nov 1, 2018Passed Inspection Date:Inspection Status: Mike PalmerGas Fireplace/Stove Inspector:Inspection Type: 67 KNOX RD239.7-1-14 Job Address:Parcel Number: Lake George, NY 12845 Contact TypeCompany NameName ContractorBaldwin Carpentry LLC ApplicantBallas, Steve Granted PermissionCamp Knox LLC Primary OwnerCamp Knox LLC Checklist ItemPassedComments Fire Marshal NotesYESKozy Heat Carlton-39 direct vent 10/30- FM site visit, unit not accessible and mantel not installed Floor ProtectionYES Clearances to Combustibles (all sides)YES Firestop(s) - Vertical ChaseYES Vent Clearance to CombustiblesYES Vent Chimney TerminationYES Nov 01, 2018Page (1) INSPECTION WORKSHEET (FMGAS-007715-2018) Checklist ItemPassedComments Gas Shut-off ValveYESOk 11/1 Combustion AirYES Mantel-height above fp openingYESReturn to verify see page 20 Ok 11/1 Witness OperationYESReturn Ok 11/1 CO DetectionYESReturn Ok 11/1 CSST BondingYESIccc Trac pipe TravisPalmer, Mike (Inspector) Nov 01, 2018Page (2) Town of Queensbury Building & Code Enforcement I Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: � /� / Name: �1 Inspected on: Location: KboK Arrive: t a.m.l p.m. Permit No.: o Inspector's Initials: TYPE OF STRUCTURE: Y _ N/A COMMENTS: Framin Attic Access 22"x 30"minimum _ Jack Studs I Headers Truss Specification Provided Bracing/Bridgingc6 Joist hangers LS� Jack Posts/Main Beams Exterior sheeting nailed properly c?&r XztlRl ' 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 f Metal Strapping for Notches Top Plate `i�V�G••. N��� 1 %:(w) 16 gauge(8) 16D nails each side /t Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center � AA �j ®�0 Ice and water shield 24 inches from wall �1"t y �� C c►V N 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''/z 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 Town of Queensbury Building &Code Enforcement /CD ` Office No. (518)761-8256 Framing 1 Firestopping Inspection Report Inspection request received: Name: �tv Inspectedon: Location: 1 ���D/l �_ Arrive: a.m.lp.m. Permit No.: Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing ^� Attic Access 22"x 30"minimum Jack Studs/Headersers Truss Specification Provided - � �� 5{� Bracing/Bridging Joist hangers C'� ✓��r Jack Posts I Main Beams . �M Exterior sheeting nailed properly �v P 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft,8 in. Notches(Holele s/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(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''%inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below 5.0 sf grade Design Professi ign-off,if required Framing/ Firestopping Inspection Report Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Framing 1 Firestopping Inspection Report Inspection request received: 5—/W// Name: LA i(y ` eS Inspected on: 2 Location: l -,C) Y= ``IL6" 1 Arrive: a.m.l p.m. Permit No.: Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I 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 I Holes I 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 ce 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%inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report �- j ! . 4. }_ I \ I .. i `, `_ - I 11 1. \ i a 12\ I I �( - 1 Abandon Drive\ Grade 'i i ,n , q Ft. Redi Rock Cn (Cn 2 I \l,bll/ . �- ,�},-) )IN F/� i Or F Gravity Noll 12 LF , 8" ADS ®Elev.336.66 / 5Ft Segmented I 1 / t-i /,,J C 0 I I ( To 'Elev.336 IN Stone �� Nall Or Equ I i T '� i i J This drawing is the property / ( / J I / r i I` 5t .1 IMonarch Design,Halfmon,N.Y. See Planting Plan Forhis document is / /3•�. I .= -� / ` CB#1A A I �r)f �` 0 ` restri ed t I The use of tthe conveyance of infor- 6'X40' Dock \ # CB#1 14.8% Drive Grade .Note : Minimum Olf 222 Lf •' ) �, T.F.=339 T.F.=342 I / ) / oration to customers or vendors of ! Monarch Design or Landscape Architect / / i Z ` !^lv.=334 f ._ INV.OUT-334 (36" PER ADS) f / ( Ed Esposito wil,reserves all prop-r ' of Silt Fence Staked andInstalled Properly At I �'- -s a Ifd .=IN=339. ( 8Drywell / `�!� I I rietary ruts hereto. No other use, I I / once J! I J� � u p r ' a .1h, _ 'I i � j I , n part may be made of this document 51ope, Whereas 'Fabric IS Gr/ y; P ((/ up reproduction in whole or I r ' I 1 M '- ,,: --rte' _ -_ y-- `j, .1 -I -:!, I 'I O 2 O except upon the written consent of I I/ Dug Into Toe Of Slope , / / F\o`K��\� 1�', '%. z, �_ - ` __ 11 �` =- ..._, �.% •, Edward,1 Esposito RLA 1 SO Not TO WQSh Out /� ���� I / _S� \ � > S -----i-_� 4y 1 r r i 1 r' I i I The-nfomnation conveyed harem is 1 1� 9- ' 'i�--r i 2P' mi o v a E x i s t i n g 2 4 Hine with L Light i t intended exclusively for the project I Below Silt FenceLine / \ f2.� I 0 �1 �� ��`M �. ^ I ! ,, \- 1- i Fig ale �j�J e\ _, _ f` � _,�, / --r + {/ l \ i�ntified by the title block and receipt } # / - H - 23_ "I 344 1 J I by the owner.architect, engineer or e I Stone Wall � �' f� / 5" \\ " r ' contractor-on this project is evidence I ,, 1' D Confi r f Stone Ram fir, �_ � .l J I a I Q g l 'f y l t of restricted use. / \ acceptanceof their to these condtions 1 - 3. ` - , -,) . `mo i i I ^l p �i� �L ylight I �\ f id Drain Pip � I'll�lj ( 1., I \ I - I l I 1-,n___ _- '- r111 �Y 33 4 _ F �� ; 6" , out 1t� �j �,, U� i Shallow Grade ,! frorn Footing U -�,,._______ �o�ia 1'i rain U t '� CU I # Depression '2> '_ iD- roin Pis' Qr. e' er" - --- - �- �Q in X47 -�- ) ��s�F >� i +-�I' ', I i � fi bb 5F 4 4 FT. 0 �.M1 - �, �', -= 3't��3, i C ( qoS c k + / T e LU i Dee' - 2 12 GF I ; t ):: O \ 'I ��e O - - . I i I ;^ 1 p _ -- 1 f N 1 - fes' \� 9 /jJ/)// i . I G3 fs � i ! � N J ice- - I (� { i _ .CI Ou TQII0 Z �. _ • a \ I AA - { i Areas ' i. I I / /v ` ® I �� I Ssc vc / ` � .. ! II _�� ANITgRY ! \. I ; I � . �( .­ I 1 ;1� \ � I " . - . �8 ' "- I I� 1 l Review Extent of Septic Field Layout 0 .! -, ,\:I . T . \ I I , � � ,- 0-/ I !, � ; I I ; �` ` , 11I •W .TF= 34 .5 .L. '- - '/ / / , � I Determined Per En ineer Submission * , . I /3- \ I I i - _ �_ I INV g., A� �rflow OU = rY I �J � I \ :I i I t ----- ------ ----- ._ Boit t ,( 2.0 l i t� S ( z 34 ` I I i i ' - _ ,� D r c'Bas` =337.5.s v; f 1 ) / I Ir $ , � , I \_` Inv , S-Leader 1 8 - o" ( -7 Note :IGontractor to 'I r-\ II r ____ ,k, I . I Provide Slope 57a��ilization � e i'11© . r a(Yl�r� _` .-I / '. _ -'T _ &, f•. I 1 ' o-1 :,,' -u 0 `� + E I All,1 isturbed Grades . _ �� __ rte_ I_, _ _,. F__ i v :1 (1 I Rpt; - I ! _ __- _ _ a i 1 I At D R C \� e �V i i ri Sod j R 0 _.I. \ 7 __ __ C (D I � ' /' 1 C' t- with Sapled Sod or Jute . /1� ) Q : ;-,r / __ ' r� - I i r -� II' - _ . I -_ _. W / " Erosion Mat at all 'Slo` e5 I / 1in' i fI I 1. - - 4 \�Q 7/ 1 � �,- -,,/ \ '__1. � LOOT HOUS 1 ­ � I � within�WOrk Limit Line `� , . ,� � I � I � I ' » , t ; _____ Cn \1�� Ix i-- O a0q E3 C` ' r ' I I . 4rr� c O - ) 0 I: O I 7 N q N, m ` V- �`,- ate^ m �, / c \ / . 1 \ Q w w O / i C \ / L0 r - /I l ,IT- t f- J `1 I _ I-- I - II 11 / 1 I ( I j u° ! J I I i ' � � ey � �9 r x to aI \ I °� rj4 ! ° � 1 � I�J � 1 �.�.0 T I _ _ - ; . i ��. I m 3-3t ,s., O _ �_.p�;.e-o, �1111111. �- I� = ° L _ , O 4 O o I I O 0 r I�O� o O I , I. , i� � 7 i ECK f his" t l 1=.F.�. JQ�.I I / i 1Drain 45'Bend 1Ele - -j, m l 1" 1,�' '-._,`" f ( \ i t _ C R v First Floor / / v.342.18 - 0 11�# I =`�� �J � ��__ I (_� 0 2 . 0��,, . I - , ---_" �;- )_. 3q 7.11 6 l- I -' t 1 = ( -- r / arae @ I, ` _� f - f I J - o Jg SiGI{� n �, 0 i- - / I I_ M f i 0 ' L Pro o fed 3Ft Diarlj'X 8Ft Dee a `a T! _ Pie p DPE. Ii j Z. T i HH _ b M ;� _ i P rywell in 8Ft 1 ? <_ _ I - C'\� I r Diam Cobble Stone ,I om _ �0 I Resodded Site �� (Y� In 13 - 3 / Ring ,c nd Fabric I :' I If -_ {I" /`� L Ern o Areas --- (p Cn J t i = - -_ J . _� � t 5� ; ztio� i � Downspout Connection Typ. 1 I xi R ao 8» \DS,!Le der Dram from Bldg. / J N W I `� t �� t" ` �f # I , - --IiO ®gym �n^Q� To Drain To 8"ADS/Drain 9 d 1 1 \ L1 �n o .- �jln. �+ m rn r� � Gra'ded Return Slope e 8c Stabilization J I I w T I LG1h I ti ,__.. ,, �i, To Front Drywall Discharge / �,DownspoU'ts To Drain ' m I �, " p n �oX v 1 Fi' -Be m 1% Drain At Elev.343 Arou j d C;a doge ; 0 7 ie Into Front 3FT i �� N c t Q s tI, - O To I ��'o g ��� - n-- . xistin Stone `I 1 Y< _\ - (y� . , , E g h 1 care•QAF7 e j ollw, l Diam. Pipe Vault i r .1 O[I� f i f� -tI J) �., , 0O 1�N / 1 Wall BQrrler5 TO -� i Ha\/ Bale 45 J`� t"�i! f°f -- _ f J / y* Storage System iy ,I I�€ / i lil t� Ov N v I J f ,+�jt- \. `�� ruE,I, �e f : 1 Inv.Elev.342.42t �. I: ' I i i� �� t I �y `�8Ft. 219 Ft; Dee Stone Retainin Wall ALM® 1 1. i Be reinforced ( �� ,�il'r D ke @ OutfaII 1 y 4,ri=g .vlx,rnn -_ r -_ .. , I % �� 33 - f i, , _,: _ g - ;L o i y r O �' - I t. 1 11 L �' - j 1 t \ t ;- I ;j p m y-°° ° with Re I o :.�� r, 58 'LF I ( I ; 'bo vi {k ..; n StOne'_ Barrier, �.�, f I Vie' - __ I �,.�: �; Sao , one t ,. (J 4 'I.ISF t l /` I G -La out rData m I t. 4 _ C ,AL1 1 1 I V3 `T N 396 \' I �� ,. y i - _ _ L X z - l iT F F _ ,. _ j/ _. -- - - , - ., - - _.'- _. , � - .,. .-. - -.-•.. _.,.,. _ - _ •::- Surface.Drama e � ' � j-= , � ,. �� V-nt �nGII Sawa - . ( ,.� s r �� I. e ISIS 05GI 1. �- , 2 g _ p a a I, a c I t. -z' v� I _ .fi' _ ice. r � n t"gee .I`' � i ,� r Ian o ', Des i .1 n B m _ ; Har _ old "r / ul,� �1-_ �' �I 5 - - a. - I •Slo`e , I , i n a E - 1 I 7 _ e � - smle``�., e -I - E �;., 4 f - . F 1 1 C li i ! o ,\ - i rn 1 �f3 F I c JuI I 2006 4` O �T ) r N „I. \' y w th roslo � �, � I n - e \� �._` I --=dw �, 4 ! _r y II W w- O .1.3', 3e , Mat In M - i aX _ 9 .1 i Dista" �- - _ d y ` r,t - ' n , S.� I I to �I and droseL,d :: _ sed a r - 3 � , I �) 1 Per / -\ 0 c. > �--� , neer 5 �- �- ,. r+R.� �� I ( . �y/� IG - O n f s n _- Z I `• 14 6 0 \ �` m �, I IIS /m m i � . ti_ + t1° ,, o g _ + I k-, Z' W m f I' i - 1 �a' { ' - �} " 4, , �:r „ 0,1� a+ !!RR - / - _ ., V r I ' * ; n 1'-0" / / �/ I a 4 D E 11 �' _• n t ( p _ _ I ` / '1 1 f _ / I - -- - CRUSHED STONE O1. - -_=- 1 T ( I _ i w �- Slily Sand,Fine to Medium Sa11d-Internal dingle df Friction(1)=30' / Demo . E x. She d 11 o I Condition A-- Pla Elacl<Slope,Na Surcharge � ( FLOW 71 I z4" Perf !ina To Drain Daylight ;;: 11i_1•� > 1�,-- � �w,u 'I �-` I W V COMPACTED GRANULAR FILL _ �s za•GFocc�bauat.Olvssi: r __ 4 D VV t FULL DEPTH p BAtE (SEf 4 F, i 4': PROTECTE ?, 5 I-_ _- c t' y i INTO EXISTING SOIL) 7 4 ® 16' E N.,3" Clf E.W. , `t I a"+° a _ , CLEAN DEBRIS_1__ AREA OF - I -00L EXIST. BLDG. _ ��,_-.�"'_ f • - f � PROPOSED DIKE,'IMBED BALE -2 - 2"x2" WOOD STAKES PER BALE, FOUNDATION( rM m°ez _ Tr OIL 4 AK PREVIOUSLY RST - Ic? Yaudact owa GRANULAR BACK FILL IN FABRIC \' _Jw �� �� v if INS 1 1/2 2' IN GROUND (ANGLE Fl �� �t� c_ ! _� - �EI_ 1 - X !I t e"'I Si E TO P LY WD BALE) o -•==f i - I - ? is i � -,*, CONSTRUCTION NOTFS FOR STRAW BALE DIKE: #5 ® 16" ,3" Cir WAY _i� � Ul� - s��- Staked Ha bales During I a 4 ¢ " • •' -.tlaava�t __ - _ It '' ' 1.F BALES SHALL BE PLACED SO THAT THE BINDINGS ARE O LL - 3` C o n s t r u c t i o n At A n P o t e n t i a l W a s h Out Area }`' I " Z BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS a _ 8 00 00 31_ ' - '� - I , ,' SO AS NOT TOyBLOCK OR IMPEDE STORM FLOW OR DRAINAGE AND w �' 8" French Drain -h 0 -- " i' 77 1 UNDER THE AUTHORIZATION OF THE ENGINEER. Daylight To 3Ft Chamber o - ��r_ I ' � i <,I__ Protect Existing 24 Pine with Light _ _ Q[ O 6° COMPACTED �t , )#' t - 1N GENERAL'NOTES j GRANULAR FILL I _ f I '. zsras�FFr . y 3 ) a$ Z COMPACTED SUBGRRDE X ! �h�Ls1�. I o enl I wtt-l v° u k, ) i' ;' 1{' LOCATIONS AS SHOWN ON THE PLANS. r .c rF a I 2 «ALL PROPOSED EROSION CONTROLS SHALL SE INSTALLED W I I 1F 1 I � " PRIOR TO BEGINNING OF CONSTRUCTION. FINAL LOCATION -j-i -= v l I na _ Tc�sct r srn,--� 1. T v _ _ 11 MI Y�r1�+IP <�lf-e7vj f rc Lr �a Gdd6 I 4l a Ir t ,. - i rn r,� & CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER. _ RETAINING I N G WALL_ , � ,.�k,•�� ,3 r a,az n � ,I N, �,11q,.,1, ,A..._, t�1'>~ l f� -\ y - 22T CRETE E TE R E TA ) "•" \� 3.. REMOVAL OF EROSION CONTROLS ONLY UNDER THE AUTHORIZATION CO �b� 4rantYL'da11z cc1F1E11I.HI _ n; OF THE EN_GINEER._ _ - NONE 118,,e U BCLLLIA ` t w M CROSS REFERENCE NONE � ,a IifwtthLs U:yocva I LavwaaeY3 I a� u�vm " scdryPe Ere cr,pn n \ I .04+,37 i i 5'- - I 8 .Zd I u-77 'o.iY 3n,J,rw,n W!da�i•�n 3m,c C:P On-A¢Er9 F` esu- �'X1i0.t�"" 6 STRAW E3ALE DIKE ® W v 'YhYRMiCiC \\ .:C.:ii.Yrv:i' 7oRit;G1[ : [ m a -o4a-.G - I ' _..C' I a a1- u=YJ' Sit/Sall,F..7 I.Medm 3anc I;OW4r1E tS W.-�\ \ Gesa Fr! �LGLS - , I -1Q_�r<`--I ., S -.I 1.1T .1' .. ( u:3V' Fl1ry S',W.Fwa io!3adun lane T.OK t v1€ , �,a,rFu7cr°'tm'•�c'n1'ri`�' - - 1 4' --- D-1 $GALE: NONE _ „ - _: c11 . _ - _ GEMtri2#Lltalts'tfNiT 28"Gaotntmact. .... I - .. - ' 'i' , c, ���' ar a SS REFERENCE: NON a n Mtrafi Gecflrid Vortical PlacunmLGP11n ,_-_,,.,,,,.- - :. Bto-ks " - - .- 4. dLon3atslLi Eal•G�a / Footprint rl CRO RE E 0 G - - Ya11- ➢Lry LctF:lb9 Ge93Fa (ia¢die3raul tot lvcat.vual - Quan4ty Irr• `^ - S 1 •n 1. /-Sd uStmentJ � t 20' - v nBlsne Pad ty,e D4°<n,I° 1G,e srmd4lrceL °YnT4Tv,.,111 � . :, pIr . Town 'of Queensbury Mark Up Q 143'_I 5•_ 1'7 Sn L Di 0.5 '4 I Z-• :d Y: '"•F`�' STN'J Goin u&!7- - « I I r�t � � � SideIine ,, il For Plan Review W _ 'r- v • / i 17.0 'i .�7' 1'7 StI ,P )i %5 5 i o 3.5I ril5tt f&AL 41- _---CRdL 4E FIL 7 - 1 rJ UI::�- ' 113-01: o- 1'0`- I y¢ VP 1.5 d.i 7.5 103 a.OG - 12-lrrac rat. x `V'A1d000 SILT S1OP•SILTATnON - L d5 a4 0� IIA1Nt i0irlLt.i.lE:9 -_-_ - - ,- _ - j w v _::/ '\_ I i LP 95 9 9 (.95 12 ,. R /...� --,ft a, -------- -TFENCE OR AF'F'ROVED EQUAL 5'U' /•r 53� �-=�r�'�:�1`P'E�i�.T� `L add Stair Exit Off Rea"r Deck - - - - ,. - =` fl FltE?ta:.,f0 CAT17rM L sINP 13C!7Att:M a.1D c:Er..vlc°fi3-F9Cr!:PALL Ar_.A- _ ;.13' 19 1J ( 5a f I "' °�' . , Town of Gueensbur side Q VP 1.5 4,5 7.5 10.5 I7.5 5.94 '"-deui iUT A!L tib.\S,t-tom utft..1a. z „✓ p'', - ,. L it! f0 10 IOri 1'3 4aiVL4-W L^r�3t,.PA'l �DO WET Art IXAvklZ l3tf6S r�QEF r utWr�Etx- Move Silt Fence' L i ne For Lake: y J J - 3 o / 'I ( VP 1.5 3 5 l 3 12 IS T.G7 ,L-&14L GC1t'1'Sf LF CL4Y:LTEP CAllClttl:Hly 570Nc.m`Tnr,.K iA'7. 6 r :- Retainin Wa I I ' . 15'0'. 11' 1'? °[L `-� ,' -� - ,c , L 11 tt 1i I1 1.6 135 .,` ECILL - - - '- + � ( ='"'�1e� "` � ' '��D � =�'- Protection , RP✓VISP. Dr l�%P✓Wal� I grading 11 1 = I, MAX•MBN• - VP 15 3 15 75 IV.? 13R IE.S : - - - 3 14 1 2 GAl1CF. id 1'G•- 1'1 trS I I 9.,T R>:_rkQ1 AL BULL W-715 5r AL%V-A--WR R49`11' Udt9 a°s T:1''�-t'sP 9Y a•rLR:G'ii KFJGa[a±iatn'!1.IL4i6 CF iFE AittUr.SGTIFLZS f,STn:SATFN , „Vv.. 1Z "/- I - i L 12 12 12 12 12 175 145 - _ - - _ a< m / MESH SPACING) - va 1 i 3 9 1^ IS 10 10.9: GAGCSTNp>Ri18•d:3OCtC5.TIi:GCLVA fali'J.tL`h'.a.E' °a.eno it,751��E;01V.40 FI5TR.4t-K115:357'1fli1CN 5t crrY.'Al::tia. _- _,o r 5 _ E!€f-Gi A•4CIVACTFLL91FRM;CFUIT5AT"-°AF!IFE - mI I/ .I -, i - r 11 1:1 - 13 1 13 1s 115 Ir„ .. etg GONTFd'_1CA%ig--SLLYR 5PJVrD+ arl'EEPS7 G2A'Fi615u ce LGYBiYTAS tY� V'015 - _ - - - __ �.fca 17r5 7O' Ret.ha I I SN.firLi SSt, :8 CC7,7A:TC0. d r w, ; 7 U' / i' - -TI.-br->-0-(iNaLe'�ii3idbr:7BQ;r,,.k-1-tw,ilL\"I-1G9�Ln]u-Q Y,d Cn.alI eld9-il)r.P11t; 1dy .14in'Vlli fh0.t ii LC 16,Cd 0,=t!GVICH ZITALL Ge TO�.Cf tW2%Ui 01AN.'ItO MC-I:R C-2F1�W.CASIM a-l":I +i:.. - f w a�T - - ,C � " 4,. 36'MIN.FENCE POSTS(STEEL'C '', . - -aby 1r.c and ptxrsL, ;,.114,Arx"4f.,'.L,A,d.icm w1�,ten'cart`°Fd'e uaai peso d::3anmr.;1..,a�;,al Lw LOrIofIY.Yiy ARE BitYrYttl lNdti TFrJ SiAT[Dti'Itit:i'ptit'c2G5.DI0001rtAAD70.R 25 Storm Desi n Per Town .Of , - . _ - _ xLa cctsraor ne Ls,r c;FE Rva ecr ndoP To lrcceecl,t1rtH. �' / 17R'H'TYPE OR 2Sa2'FIARDWOOD, J !•;*liU4t=Ja1t C'K'�yatr�dtl+ii'�!+ y7fElIM;4F:.67A Eder4'6'cs:d:N77�I D4,/:f rkul_!;nii^_F CLf•.3LC,�n�aPour_frwet s Tlli f'k$gLG7ANi:P IME tT L,.ma:w•T (,,,/ 10'O.C.MAX.SPACING DRIVEN 16' - r bo Fc,tw9NI,Ptn-W4Ir tMa4a{i�c>_i jesea.- e5i-Ir�ldt.t 21tFa Ac s-Sgt;- TAI-P,cYt�Jlt+tdS lYitL!. f- _ `' ` - - . .. '� !,"'q, "�1 pC" •' , MIN.INTO GROUND, r.u, , . -� Queensbury '; Erosion Gontro I, and si It Fence FLOW / - _ 1 VnJ<x:;r.W1 a, '-%'fir+ Kot iC` Le - ._ _ ,Ay _ �• 3Y 1 aeS P»tslaFFwigd pha7! �ilYh t' �e4stict931 L.1%era,3:9.ie,n31 / \tided per Storm water E. i_sPOSITo yl FLOW y.' I;;/ _ ' I -!_ 2.t,Ll* .t.,-a°C�eikz151-911v.2:Fxa,vl:tl &.'t22Vkt t )-kuccSWi i1 lt1a•txsdbithulr,iH�unal Hr,4.c, , _ \ - _ - .-..r�r,...1,F�,YWw,•'7 - -,L,"ZKOM. RI/:IiiCiii{.IN:NiuK bll�ltall�r:sy,. -. `} - , - - - - , 11 In" _ y,,�'naasn�.F .I-,Cagle.uLttF_nta DvLa, e,iuA_F "EY3 53U-,Ual�:il:a�°�,1,Y3lt-JeIJ'.,.1�ldadFl::,•,l. - '� '..Mandgement Permit Review .. Z -rst:da'Ne1(nal ol) ,r A%pi=_ Rsk":ntemaNn]IS':..I iy:tam SFeafr.zfV - - _ - yTj(I 3 #.,3b .L"i7..e-tw .;aloud T.tt au • - 10 b:tc14,%ed. _ " . - - - < C - - � , �i EMBED FENCE&FILTER CLOTH s°• \ - INTO GROUND(B'MIN.) - t'i - -i"HaZGlawmIGOnaI.CLC x.111 RiI. E,nttRx.i.•,,2. , L!<'s.•,,1 h'eca,rr,'.c - - rtj t - Iallua11',V�'iKcvi,;icn - 1 r _ p Setback f�d�usl;ments At 20' }} T i 4. Sideline 8/20/07 rnurrallD'7iON NOTES FOR FABRICa1TED SILTATION FENCE: _ - O E O O EN �-I E � NALL _ d - -t I - -.. a'` i+ _ - - 1. WOVEN WIRE FENCE TO FASTENED SECURELY 70 FENCE T T T I T-r NIA OL - .- . v+ �'(v j" �y _ .. -~ POSTS WITH WIRE TIES OR STAPLES. ,.ti1• � ®°+P� ri� _ 'fit '+';E`, �• Provident �* 2 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE - .' FENCE WITH TIES SPACED EVERY 24'AT TOP&MID-SECTION. _ _ _ p�A(� �q ra �* #MD-38 3. WHEN 7W0 SECTIONS OF FILTER CLOTH ADJOIN EACH QO1ER, - 9 - >Lt 'n i r - - ' THEY SHALL BE OVERLAPPED BY B'AND FOLDED. _' 11 . - Al* (4f '.•' ►�"j Y x _. r. " `4 t ' s °'�: ,_EROSION PL,4N 1 o o `'�• D I ,� ��.. 4 t= .h II it1,)�• ,, \ lJl'l'8?..•�e.'!' '`� - _ ,,;1 -x' 'rl'.1+`&r§ "'t E rA C) o t r. F ;; � �,,z.,�,1 � .. ,14 1 . . ..-. . __ - I I . - 11 -- �-j..., r , ,� - I . x l ie Plan ,t - X39.7-1-14 RC-000022-2016 . t �f�1 Y 1 darner Lake Properties, LLCi l r i7 Knox Road i . , . SFD 4157 s.f.; garage1. I , FP T I - I E 3 .1 � •. i a i 9 - '—__.__ ._ ♦ ' - - - - - f i I' = _. - - - 1 - - - ' i 1- -- -- ` �a ! �Z.� i 1 — __i 1 i ( ,} ' i -. I I I e j z'__ I I I I ��,�. 12 LF , �.8" ADS @Elev.336.66 I 1 ; j I I , i-- _-__-- _-__- - .To Elev.336 IN Stone\ /\ J j -.- -- — -� I 'a ",- ( / I I I I ----- ____ } , I � I - 1 — _ r -.__ � \__ ___ — _ �_ r � _� 1z I I Monarch Design�Halfmoon NY. I _ -- __ CB#1A !!!!CB#1 I - 9 Pr PedY i I i y � `\ _ -_ T.F.-339 � T.F.=342 i re ted to the conveyance of nfor- Ei = f =3_3: INV,OUT=334 36" PERF ADS D� 1`' tij 0 i matron to customers or vendors of II ,I _ � ' ^ - - - (- {"~- rl_ ,,Nr Uw-339 ( 8"Drywell) �� i Monarch Design or Landscape Architect { 1 `, /x % r�;��'�;> P (� /, ,,i-- } �t �,�.. �' � I Ed Esposito wil reserves al prop- I ! I , e \� \ i T1 /_\- -4 -/ j) - - � / D - - �, i / '' I ---- rietary rifts hereto. No other use. /�o /- . i - i , l`- - rt -� I 0 2O cation or reprodlction n whole or - i �� ( \ y - 1, A� i_;- �- .\ / h f�J°�� - - �..' I I al part may be made of tttis doament --- . -__ _ 4 r I I ; //✓ :\. -�- CT C W= i #-- JG t -_ - , Ill rii ' 1� //�-fP' -�/ , except tion the written consent of r -- _ _ I I /��— i - ? _, - � J n-� / �� 1, I�; j! + r4 i� l< rt Flow }n1.cto e t-� j/� (\ 1 `` �I I Edward r Esposito RLA -_ f I �' / 3,- ", Q `:" - r r ( t �` d 1� \ , (, \�_ intended exclusively for the project A` _ _ r, The reformation conveyed herein is i , 5.. Re�igim Stone Wdll� I y'!.- - r j/ r C` �(�i / �' , 'I 'i j - - _ 13 RI Ra ,� I ,1 . Configurctlon, Stone Ram 1 �� /X/ ,\ / -• ( - J t t� , J ,`t `! I identified by the title block and rece0t - - t' , \ i,r V I / f \ f Gr by the owner.architect, eer or ---- _ - __ _ I I I ': -'%-\/ ; �' I ' f and Drain Pip . Dk ,\ ,k 5 ui I .- engn –_ -- — _��, it + _ - -Spilt Way — = \i �_ , �_! –, ,I. „^,, �u i, 5 � i �� I _ 1 `/.���i t 6' Downspout Co rection Typ y' da �, .Iz 1 �� �� ` conVactor on this lxoject Is evidence Shallow Grade ` r (=�; , t �p fit\ ,� f ,' , f4 , of their acceptance to these conditions _ I ! ? from Footing _I�. \r din '�1� = Y j j Q�' Y� � � -1 / {II of restricted use. De res5ion ! L C-7r =-- __� Iin �' `1C` 1 ,/+` \ ?st J�• i ` {i! 1 1 1 p Drain D15Ghar e _ _ - `�..__ t - �(-- - - ��1- ,t •, ..�..��� +Jf// , �, F�. , --- /I I _ - i I I 68 SEX 4 FT. _ �-- __ -�7 � _--_e « :_m I t ' °j � = ��} s `- qos.ci . c!� i ,� I II Deep - 2-72 GE �`l `i _�7` -- _ r -JT\- A�, ,,�� '- j` >; ,�,ry' ' 4�� _N���3 1 �L / I i 1II I .r .: - - - With-Erosion Dyke— -1 f 11 - lC,,; <f' N Y ` `- `�`\ - r %� 'w \ \\ 2�g s3° ' - - , � I � � Reseeded Site -- - C- I I / I = -c�� ,:� , I �`1% I // , 1 II Staked At Outfall I / _ ��t0�_ !� ter - t II PLreaS I I II y I l l\\ h,' �,� �� l/ ,"� _ �. 1 \ . I I – _ __ . III i I� J �.. _I o , , f 1i , .t 1 I I I I i i I II i, ,, --[ - /'<, .\ /,r,V/; I 1I @ F3_ Review Extent of Septic Field Layout I O a I J l , `7 _ W •TF= 346.5 .L.P `` ; �' / I I I Determined Per Engineer Submission ` r: ' I / 1 I � 1 INV.=B"fA 1 l �( I! - - - } - I I I Bctt,f3 i HD Ion tBa`se=342 s0'� t f 0✓ j , '. I i t I I . LU /� II I I _ _ , 337 5` , a / � - Note : GOntroGtor to i I II I �` 'V QDS L der (IN)=341.84; ' '4 11 I f II Provide Slope Stabilization — _. J 1 !I �f Ott 4 1 - I I T I I, II i _ - — — IJ 1 "" 1 1 I � 1 PLt All Disturbed Grades '' _ �- f� II I P ` ! iI With Stapled Sod or Jute ��� q II'- II ; II ( _ \- �, / I i �, II � III I - II>,/ `Ei II I I 11 II Erosion Mat at all ISIopeS q1 1 1 +-� r II within Work Limit Line � (3 Lp < IJ _, 1 _"�D .._a I K rA I ,q i II x.90 � �i,�� � ,I I � I � ' I i t• •L -1 - 3 (n} jf t 5 J 't I � ` I 1 -1 I 3 " _ J U y f ' c3 �'S C� O 1 I I - V 1 i— _ _ 5 0 D a i -1 � ,; t,t I I S. a I /1 III — __ ' : — _ i r' "j I ri_r �J I `' '�' x i -f I l i I 11 I �` II I _ ��-� r I l i 1 , i I1 1 1` `1 , ' r�, II1� ! = _ — r I / �, `�-1, I I J _ ` I, �� 1 3, ! II! I i ,I .>^. J'rf ,II j j(' it SIO '_. 3._ -I _ Drain 45'Bend-Elev.342.18�� I _ y 1<1� i J - 1 J' i I a I �, _ _R �I 01 r. r-. r r �.Ii , �1 b� I L/.T II= __ II I - } } I1 : . � lir ��0ra9 cl, I Irl 7 i ,. I II I g ,� I I Ij M,M �,} ��, III i i � I II - X 8Ft Deep HDPE. i III i(1 I i I - rr, i I I I P pe De well ti Diam i 01 II!.� -•��. 15{ J ;i e I J I II II / I Rin rY n 8Ft Diam Cobble Stone I I c m i- 1 I II ``� I I ReSodded Sid / 'I t - 9 and Fabric v i 1 I N f` Areas --._ I %� tib" D �I I xti,x I 1 -'- I 1 - I , , . I , I I I t ; I M ownspout Connection Typ. 8" DS Leader 1- U_ ! i �� I W I !': II T 1 _ � 'F- _ ;� `` �res To Drain To 8" Drain from Bld . I 4 ' 1 M o . o ADS Drain g 4- I I L0 €. I 1 " . v '' -- - ='�� Y o To Front Drywell Dischar a Around Gara o !(' ) 1 r I 1 111 -;L`)' Drain ul r / I # T� tC „ / g Downspouts To o r� II - _ L'' /- - -Be in 9e To Tie Into F I- I(Y) I - I \� ; ` i.: , w�=- -r_ — f-_ 9 1% Drain At Elev.343 font 3FT ,; I �_ .-'�=r r / - - P Vau I I � __ I l a y B a I ' 0 L' '� ��` - — --_,- _ S rage ystem Q f :..t �. I o x o (r> iPe It lI I i 1 -- �� I a S I / f i I I _ ,- r - t ! % i! - ai�ttr:r3 ctrtatns u-__ +- Inv.Elev.342.42t I,1 I I J r i1 1 � o L`n . / I i _ D ke @ Outfall _\� \ = Z=- _ T-- __ -- __ _ I I J I �� I �Na� f' I �µ A i r, y a, v� C ` '�i = _ wry�v — `�„F� - J 00 I j I ' "' � N i, { I 1 \_ I`'f y� \ ')i, > `b __ = o 58 LF 8 _I � -; i I 1 �c 1. IT k F \ // ADSi1Roof _ ---_ i + j 4 , �>rro® a - t ,-� , Stone Barrier i ! rocs �- -eader- �r -7`Ir _-1 " . o Ott r t �/ _ - N , -ik �: - - „"- -- - ' I _ I - -� _ - 1 - _ _ o f f S l e ../-- _ — t.0 0 ,r Iw i �, ,' 3 1 P D � _ l �' - - d ( �1 I- i - - — --� T 1 1 4 (D ' ^-�. - _ _ - _ zs.. _1,- Al',s - ,tir J�Jf - i i / \} r a 7 U :? '�-,Mme. "'UINY'.] 9- Ott•.._ _ - --�. - _ _ I5 R. ti �' %3 510 e \ tirl f • <- h �.- 1 - ;' i1. '., is W:. �.., �- - I t 1 i $ a -/ --- r x- o sate e Ex.Tree= Yi $¢, - =Fi `1 p rt; �� - z r x1- - S za✓iS - t 7�4 - - _ y , h — _ e p \ fi � a Elev- .5 9 - [ a --_.-. a Ih o 0 I --- -V t 5i �1 rn c �"tC�X. I. rc,t Int- -- o I IJS� — r- �.�. "� ,--_ i. € rr' 1n l 1f- _,r� € I i` l N =a w ` , e'er �n ire - - _ ( I II Iy, r w .r cwt s11 t J(� � +! i } f �,� \ l r i 'c I - t – 1. r.,ff� I t) _ /j I( II I I, - . ;.. �` �' ----- ,, _. I ! z s, .„,. 1 ! �! m _ _ __ i ' : }' I , - _ _ - l u E Ali;., ,.u'. 'v 1 D E 1, r� I 1'-O" I - li �m � ,•# , CRUSHED STONE ;Q 1� tt ---__ 1�lj^'I ''w ,a; ;'t',f I I, t ,- ,'r, r.,- L 11, A - _ 1 3 I l i l i + O _ i SIIly Sind,Flee to,Aedium Sand-Internal Angle of Friction(y)=-34° li I I �•` C uc are I I 2 � ( , w .' } .ondiUart A - Na Back�(cpe,No S t h g W -� :_ _ , I xye s. } i a est s' "�- 4' PROTECTED /C•Rj Iw -- 2S1,Cr gCpX k[ ,Cr,.L - - '1 k { I., - - v -i: a nC.it 4" Perf !ire To Drain Da li ht ,: 1i S . . COMPACTED GRANULAR ILL Y 9 I - ' + , ,h eaLE (SEr a.IGrW W , U DEPTH - �& jnit_,- nFa ,, b ,, ,J G_ .. INTO EXISTING SOIL) J F LL o I I ? ° ,T ,, 1 1 �1,- E cLEnri DEaRts o 1 AREA of l 1 +� , `f�u =,vr3 I i ,r'kliv —2 - 2"x2"WOOD STAKES,PER SALE, U O0 _y .sl.:.::"z al�T -' jru F '-�" .i t, i I "^- Z. PROPOSED DII� IMBED BALE 1 1/2' - 2' IN GROUND'ANGLE FlRS I EXIST. BLDG. - 4 ® lo' ,-'N.,3',Clr'E:W ':T Isi 34ri 0avp, , - I e t IN SOIL 4 FOUNDATION I ,, ," I _ Ir' STAKE TO PREVIOUSLY LAID BALE) Z Q GRANULAR BACK FIL IN FABRIC ! �f 7 Y�A_ -1- I : r K 3�i' C I I I 4 + v' CONSTRUCTION'NOTES FOR STRAW BALE DIKE: f ,; W .i `_�---i Staked Ha bales DurinC� y , [ „ I #5 ® 16" ,3" Clr F�'NAY I '"":� "� ',r",'°y'9-,. I I y $ 1. BALES SHALL BE PLACED SO THAT 'THE BINDINGS ARE'HORIZONTAL. S ' - !„ Construction At An Potential Wash Out Area i `f "'i '� 2. BALES SHALL BE REM ,rF_-: - - - " ', •1j QVED WHEN THEY HAVE SERVED.THEIR USEFULNESS � - .,'::' SO AS NOT TO BLOCK OR -IMPEDE STORM FLOW,OR DRAINAGE AND i' ` j 8 '- _ - - - - ' ' UNDER THE AUTHORIZATION OF THE ENGINEER. , 3 a��. - 1 ,,,tet` $" French Drain - o -, �l Protect Existin 24 Pine with Li ht :�:,- }_ a.oy -I g g ,,. , , GENERAL NOTES Daylight To 3Ft Chamber $ I I � [ , I r� - - . I- �_r^_,: T .an - ti - I 4+,: 'G x'r- s r I It ' 6 COMPACTED =i a,z it " i- . - �ry z iw al a.. rl_ Ir.-t s;,. :_ • / w.w,,.t .- LmJ,ryr] _'_:,.--J 4r1 -- 2 n` _ _ GRANULAR FILL ;: r.r,oa„P;p.0 .x — — — — — — -- -- — li 1 LOCATIONS AS SHOWN ON THE PLANS. 1 ,. Q I I- - i, '_ - w ,i,,. . - ;° 2. ALL PROPOSED EROSIQN CONTROLS SHALL SE INSTALLED COMPACTED SUBGRADE "_: ,`c: _L,_-- L icese3+ ee3i-- .,',.� ', PRIOR TO BEGINNING 9F CONSTRUCTION. FINAL LOCATION gg” - � ' _ ,��i��i, +nlx y� ux f :.I 4 -EW,u, _\ 1 & CONSTRUCTION SHALL BE APPROVED BY THE'ENGINEER - " -B. .I _ _ 111j__"__KJ - Ld-L'Lm=.h dy.gd,haum,u - rxaer,Gita.eyr.l v4 h, I 15i.Y2-MGi � _ _ _ A ""`�1.1 W � - - I .t • ~- - ' i• 3. REMOVAL'OF EROSION CONTROLS ONLY UNDER THE AUTHORIZATION CONCRETE RETAINING WALL - ' . v fdraYi(Y4Y�Its .. n sea \� 1 EER. ti° . . �� I �+ - — ; Y7A1agh: , e,xrywPb} 64mill9Pad I' siocKDepb 3111,pe onssdpuvn I OF THE ENGIN � - / SCALE NONE i `` car fir- \\ . G. oNE yl an37: .I ' I 7g =31 -+i�.Y,r �L,E,vifSe,d ILutiTarorua \ _ w .,6 STRAW BALE DIKE ' ``� T ED/ CROSS REFERENCE: N a a,j ne rt u,m s.na w ex L Lac os fol{p Pcvcvr,T '�� I% ,J.f j• ",i - 0' e I 31 - I v'w' `i l c .Fl i` < I 1:VK?_'3E A1FU,E—\, ��✓ "s[Kra N,11;4f:titrAH " .. ' -` � ° - c' '0-. I ta` / cu,:x:a to r err ac L ! 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YA�'�' �G tbS✓IU / \ ' t' '-'"'�1 .. - - ' — — I i 3 r�° = Side 1 ire c� v trn €.` ,a , 1p f r r � � �'� NT � Wl- � 1 8, /O, CUwiSr'�ucifit3y P'Ir7TF`a FOR >ABRICATED S1I:rArl N rr'NCF: A':, <' 20 a ;' �� 1. :;0`rr_i�, '1:IR'c F�Plr,E TU far Phi"EL;D SECUr'2cLY TO FENCE - .� " ,4 - - - `r'GS ftttT# ':SiLiE 7i � 4'R SIAP'LE' - - i - - - ;,F:' �� 3 � Provident 2, Ff#_T_R CLO'(' r0 SE FAar`Eum SECURELY TO 'NOYsh! 'I2E - - '� "r .� - , . FErlcE anrr#r�r#F ssxAcsD ^. 1r,' z.>' Ar 'rOP r.;t�-s=-cric;i, - - - - - .;'. • .J'� C' - - - r :4. tYHEi! I°.,t3 `aCL`rl[ia 0� 'rIL1Er: rL01':i AD(t)!Pi Eh1;N Oi"r#Er2, _ i4 '.i ,�i b A°I Q 1 - f _#M�-3_ �J .. - TH#'=, Sl e,-xLL BE O'e ERLAPPED Sf 6' AND FOLDE0. 4- jp// �I �,t j':1h IpFp; 0 " % �.'' 8/20/07 - = I `,'I �'1, 00 30 °i EROSION PLAN . a �, Q rr''�'I �'`'' - _ 1 YID �'+ . �s ,w :` { i, w its Plan _ i , , h 1 _ �, � y I,', ", . - -