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BOTH-000650-2016 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: BOTH-000650-2016 Date Issued: Wednesday, September 6, 2017 This is to certify that work requested to be done as shown by Permit Number BOTH-000650-2016 has been completed. Tax Map Number: 253.3-1-32.1 Location: 1903 RIDGE RD Owner: Lisa Daigle Applicant: Lisa Daigle This structure may be occupied as a: Barn with garage doors 3640 s.f. Cross Reference: Area Variance By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the r: )j 4 4 t 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 QMW 742 Bay Road.Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000650-2016 Tax Map No: 253.3-1-32.1 Permission is hereby granted to: Lisa Daigle For property located at: 1903 RIDGE 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 Construction Owner Name: Lisa Daigle Detached Garage $85,000.00 Owner Address: 1903 Ridge RD Total Value $85,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Denis Daigle 1035 Copeland Pond RD Fort Ann,NY 12827 Plans&Specifications Bam with garage doors 3640 s.f. Cross Reference: Area Variance $546.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 21,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ofrp�_e�ens n po;n er 21,2016 SIGNED BY: \ _ / J / �VJ for the Town of Queensbury. DirectorofBuilding&Code Enforcement Office Use Only .ACCESSORY STRUCTURE APPLICATION Received DATE c R Tax Map ID TAX MAP fb ") 34 6Ti ,53. 3—J.—.3 Z . Permit No. PJO(H' Permit Fee *"b•CO, hrtoD i\x_,1646 ZONING Rec Fee HISTORIC St _Yes _No Approvals PZ_ SUBDIVISION NALotLot# ------- APPLICANT J,� 1\..� L\ �e h Irl OWNER LI-"C". �.-� • L-' \'�1 '`-- ADDRESS `"I L I\1 C , �� ADDRESS \\- /grin t�� t PHONE PHONE i<61) ZCFG'- (,5;;. e; l CONTRACTOR \,,�M\i S 7 �I 5Ct �-'`^''�\ COST OF CONSTRUCTION(ESTIMATEOk $1 O rJ I\Goo ADDRESS: i p�6 1 Q �-t Cu"1 t� 'I• cC ") �� BUILDING ADDRESS'. CI lJ1> K 1 CJ G Q i] t-si, Any)., -/; labor► C.\��r.� «<�S' r�`I f a � PHONE: 05 co d6 CN-- CONTACT PERSON FOR BUILDING&CODES COMPLIANCE I-�( �0. �Q I C(� �-- PHONE 'a(,QO -('e TYPE OF CONSTRUCTION Check all that apply Please Indicate measurements as required below Boathouse t"floor sq.ft. 2nd floor sq,ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars C• Q C, 6)" Dock Pole Barn Porch•open "Porch—3 season,Covered,Enclosed Shed Other Accessory Structure(s) "Considered floor area&must comply with FAR(floor area ratio)requirements If located In the WR zone DECLARArfom I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true&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 liwe 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: Date: Signature: �C l Date: 1 Town of Queensbury Building&Codes Accessory Structure Application July 2094 tJ lg !J r,�' .�>. , d _,71�„ r'd -.w,.✓.M�^. ��`f°)t� - ��' : - ._______-._._.....__„.....,. :y - _ 10 At E \-Vk,L-L '� �if,� f I Is -TO 9R w i ��I o � t ,•'� M J1. a 7j i 1 I i I ,fir. Im#� a•�, ray, . ,.___. .......... ------- PROVIDE _----- i q 1 eM PROVIDE HARDWIRE �a r �• a 4 ; :y SMOKE DETECTOR ,, M BAT.'BACKUP W/ -✓ I — tt N_ BAT. MONOXIDE I p C� °' gg _ DETECTOR Ito � � ,:,t.�€�,.�k d- , C e iI._. (°& Tu' i.. §''� akkk &,f` t B ., g _ 9 y _I,1�__._.__._ �.�� ..,Ga^ 't;tee�F" �°'"�,��{•wY.'1� 'w,f �,'�Fx//�,,, r��IN"�A v,.��•.., �� `"� (� (�' _ p & V�-o I i;'N.. ��g 6✓ p'"w �„P,So"�4�y��_p../._,-..... � 'AS, ....,... .� � - � _d axe 9 c / I v ) a ' 4q� 4 lip TOWN OF QUEENSBURY X , ? BUILDING t~ PT. Reviewed '-,Y: Date; �., V _ r. 1UtNN OF C E!EEPf3BURY !I BUiLOING�31��F AR—I'Jv9�WIF 1, 6 BaS OD OCIj iirt"3I:''sr i:t r:r t`n afif r f ol.lr n �.s� crnpilance k avi a3 t (nin,"-ntS fir; k;w ', ,; 9 f,j{'i`3f?7? ('i Da �_ ✓,. >,.. i(1 ii ' f1nC? IP i;; �yl¢ll;a'i?flii +�p`: ;Rf,f ittari+: :.ire i(1 fr.tli „„ <.;,� lin tnW ;!9tr fes' �� 1ir�G3 ril -- 4 t t�' 11 _�_ ' /✓��v-- -_-__.�`tr , -1 i ..._.,__. r.w._....»..,._.,,__....._.__... .-.,,.,�G't" t_.___-_ _.._....., -�,'_.. _,�,._ �ko k t� _____ __.____ _�.� —_._._._ —_--- __,-._._._ ..�,__._ _��.. ..,......_ __..._ ___........ ......__..,_._ __—__ _______. __.W„ ._.�_.. ..,�.__ _ .__.....,_.» .__.__- ..,...,_•.,.., ,�.._..__ -.�... ,,...s,._ :. .,"""„"w"" -. „/ +l t !4 E °f 4" g .. L C7 e� t� r NOTES: (FOUNDATION) CONCRETE STRENGTHS; FOOTINGS - 2500ps' WALLS ------------3000psi i i CELLAR SLABS---- - 3000ps! FLOOR SLABS ---- 30 0psi a, 5.:: Jim '�,• i ,..i � a , f' a €j � � ° _ ---' - --- —- - 253.3-1-32.1 BOTH-000650-2016 , ...�.�.-.. Daigle, Lisa C 1903 Ridge Road 0 �' � Barn with Garage Doors 3640 s.f. WINDOW SCHEDULE Company Series Style Rough Opening ( Egress Window p Y Y g �N .� W.;f,- United 290 Picture slider 7'-0'° x 4'-0" J 5.8 sf 1 i,- &,0- , C 1 SCALE: ��p i; �R oll APPROVED BY: Loll DRAWN BY J. 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F 1111... 1111"1111.. _ _ - ` „ . - . - - :1, • - - - - ` 1 - - -----_.._--. .,. 1111..... ... .......... ��,� - _ - - - - - - { 1 I+RESIDENTiAL CODE OF THE STATE OF NEW YORK-REVIEW STRUCTURAL DESIGN LOADS: Live loads CLIMATIC AND GEOGRAPHIC DESIGN CL .RITERIA y - 'Occupancy:Single Family Dwelling sleeping rooms.................................30 psf �' [ - . is Classification by Const action Type:Frame Construction non-sleeping rooms.........................40 psf Wind Subject to Damage [=nom. Winter Ice-Shield " Building Height:30'-3" exterior decks...................................BO psf Ground Se[SITI. _ IOOd - - "Number ofSfoiies:2Stories Classification De, Underly menu exterior balconies.............................60 psf Snout Load ,.7 Design Cat. Frost kine Y Hazards - Minimum Ceiling Height T'-6" SW-SP U . g Weathering Depth Termites Temp Req'd . attic wnh storage.............................20 psf �J G�2 ;Special Kitchen Extinguishing System:Nat Required - .- Fire 8 Smoke Detection:Required attic without storage.........................10 psf Severe to �4' NO THESE DRAWINGS ARE COPYRIGHTED AND THE PROPERTY OF(Degraff-Bloom CUSIem Builders) C1t j• g 4�ir Mod. 0 .- �� 'ZONWGINFORMATION USE OF THESE DRAWINGS AND CONCEPTSBYANYONENOTAUTHORIZEDTOL)OSOIN . V Ve Heavy l - -- 'iZONI ential Use WRITING BY Degraff--Bloom Custom Builders,IS PROHIBITED AND MAY SUBJECT SUCtt USER(S)TO A CLAIM FOR DAMAGES AS A RESULT FROM Degratf-Bloom Custom Builders.INCLUDING BUT NOT To the best of our knowledge these plans are drawn,to comply with the owner's and/or the builders specifications and any changes made on these drawinc�a �l . !„Square Footage not including Garage:1 st floor=1,736 Sq,t LIMITED TO COPYRIGHT INFRINGEMENT. once they leave our control made at the owner's and(or builders sole risk,responsibility and expense.It is the soae responsibllity of any interested party to CONSTRUCTION DOCUMENTS: verify all dimenslons including any other aspect of the enclosed drawing.While every effoit has been made in the preparation of this plan to avoid m#stakes,the,3 � + ton or administration and assumes no responsibility for field changes, maker can pct guarantee against human error.The inclusion or specification of building materials included#n this drawing does not in any way constitute a i )-��L_.- FA I_- IZ D��r,f j'4 f�, 1.The architect has not been retained for construction observe P ads material selections,product performance or warranty,or safety during construction, warranty aF theige materials as to fitness,durability,suitability and/or other and the Maker specifically d#sclairns alt such wanan6es. saf1°`rte '` L._ "'« _ contractor meth ,P P , 2.Law does not permit alterations to these documents. The architect must approve any alterations to the drawings. Absent such approval, STRUCTURAL NOTES: Simpson er r" t' 9 s6 :~d" y,_f..11 t /' [/ d q -'`,b Y ry<M,f`"%"I' or equal . - k,w- �..d'r -, '�+F°�4a«5 Itl i' S.e-�wI A ..1" 6 S 3`re:< ''). "•,°.m.• i t - ' not responsible for substantive changes, t _ M the architect�s p 9e 1.All structural design elements and components are derived from applicable provisions of the R.C.N.Y.S.unless otherwise noted on lila drawings. Where noted,certain structural members maybe � � t J L ��__._____-1____-.1' 3.These fans are instruments of service for the construction of one building only and are not to be copied in any form whatsoever w thou# }^e� (ems µ p designed using; i �. the express written consent of the architect 0 � LL� 1w, ~ �•'- t The American forest and paper association(af&pa)national design specifications(nds) r '� '�,-�* , �" � 4.The plans are not valid for use in obtaining a building permit without the application of the original'wet seal"and signature of the architect Minimum design bads far buildings and other structuYes(asce 7) , _ - 5 hese documents were re orad for the construct on of a single project Any unauthorized use of these documents is expressly Do[reP pule a "" � � " tom° ;�/ T P P Chapter 16 of the building code of new york state(bcnys)_ `", ,,, 4 , or procurement of a buldn ermltwlthout accordance with table r401.4.1 the load bearing pressure used for the design ofaR foundation supporting prohibited and constitutes theft of professional services.The documents may not be used f pr 9 P 2.No geotechnical evaluation has been done h connection with the foundation design. In 9 A ` T t) it P 9 :�L��'-,1111_.-.--,__" r, 4 0`,: e clayey rave. tf other soil es are encountered in the excavation,or#f the actual soil bearing pressure is questionable,consult _______ Rafter Tie Detail / bearing the original seal and signature of the architect,in red elements is 2,000 psf for sand,silty sand,clayey sand,silly gravy i and y y g I types _,._-" ,�,-, _ B • .--- 11'11 _.. ,�.---- � _ GENERAL NOTES with the arch tact d Ovate w#�be encountered' excavations. Footings shat[not be poured w thin seasonal high ground vrafer zones, consuftarchltect ifhigh ground wafer is ` "J � 1_AE General Notes on this sheet shall apply to all drawings. 3.It#snot antic gated#hat group r m 2:The Contractor shall be responsible for all construction means,methods,and sequencing and shall be responsible to the Owner for encountered �� m y-� -- -� , �" ;. > I,..r.:'�'�-1 - .,61 w1'f�" ,�._« mentdurin the construct on entad, FRAMING NOTES f b( •!t(_'j ,{j; qtr T `I `•• providing a safe work environ g P ,- .�\ry � 4 - t �> P 9 studs # i..)t.:".;'a`,. ` $ " ✓ • , >, r t `_.:: -z a . 72"o more must sir oiled b d'ot ick �., - 1111 l� 1(.,, -__ : 11 . o Bible for the des'n and conshuc6an of o erwise noted see framing lane.All headers in openings r pp Y j �' „ • t l � ,�, ",..:y s- --r"-u I j~ -- .4 1 0 - r _ " 3_These drawings do not include necessary components for construction safety. Contractor is resp n 9 1.All window&door headers to be two(2)2x10's unless th n ( g P ) � _ '_, are aisfaRed. ab ve ad' dein finish ode. r` I `" dr " a,' � "" G s _...I f �% • ' / .. ,,,,� ( �!�i all temporary supports. Brace binding until all structural elements needed for stability 2.All wood framing to be 8"minimum o Jo g _ , i 111 /N ry - E:.r ,. idential Ener Conservation construction Code of s ba insulation unless noted otherwise. AR inter'Ior partitions to be 2x4,@ 16"o.c.exceptwhere noted, ad .-- '" .. "ter''~== A -w. , 4.This building has been designed in compliance with the requirements of the current Res Energy 3.All exterior to be 2x6 @ 16"o.c.with R-2i fiberglas ft � O }-j�..(-[t'_1,4� ( 'A_ t(!;� ,._._„_-.__,.r�_._ a ,_ €� _ � ( , d^ ..-.m,..._,., .- n Inaered Jo sts. _ 1111.. Code is Residential Code 2010 version. t ons exce twhere noted,Not Re d with E_g 1111,.-„,.............._, �p � Yo State.Applicable m atthgmid olntofall Ls s - mw _ Construction Code of New York nstaR alai or wood bid .to__._P._,.,.:_,...,...P.............-_.:_-___- _-,._-9 1111 - NewYorkState&The ResidentialAPP 4.1. _.m._..............___.9_..9_.-1111_:-__P_..._ _ - 1:111.,_..::..::....::._;_ ;_e.>: ,i ecd e dations.Tha'contractarshaU deliver - ' bearin artitio to aratlel with' ist direction. Modify floorframing as required to accommodate plumbing and mechanical[equirementd \J •l'�l t C t )f'• .�� ,e` C(', �' �� - - - -.-5:M matenals'shan be insfa9ed m accordance wri}i the manufacturers ver tten insWctions and r mm n 5.Provide double framing around all floor openbgs and.under all g p - P to to the owner manufacturers'warrantee,guarantees,literature and operating instructions for all products and equipment ------_. ----.- •-•---...., - - 9 P 9 P P without affecting structural integrity. - �^ b i fo ation and con#raeior shat be res onsible far ver lying field d mansions before r r defects before insta�ih Discard.an succi iumber.AI[raftgrs and floorjoisis fo be instaged with crown up. "� A ^ �- _' :•.__m, _ rt .Dimensions and data is are based on the best guano len rm P 6.Inspect ati lumbe fo 9 Y , lg ordering materials and prefabricated items. 7.All framing Studs to be minunum#2 construction grade unless noted otherwise. Rafters&Joists to be SPF No.2 or btr.Do not change size or spacing on any structural elements without engineer's . - 4 -- re,` I'1 14 -1 t°`°'i I- "` ' __, 7.The contractor shall r ovide all re utred materials and components ofnon-spec fled items,such as naffs,flashings,etc.#o provide a written consent.fb=1,150psi.E=1,400,000 psi(For repetetive use members] !! I - complete construction project sound and weathertight,and to comply with current standards of quality construction. 8.Provide concealed wood blocking h allwafts to require surface mounted items such as cabinetry,hose bibs,fireplace mantels,molding,railings,towel bars,etc. ��_ +1 ,� - -T'�-- B.The Contractor shad be responsible for nspecling his own workmanship to the extent that satisfies the Owner. 9.Provide firestopping where requked hyThe fiesidenikal Gonsiructon Code of NYS. td� �� "' �' ,a_., d, e performed in the best inmost professional manner b mechanics s(illed in their respective trades. 4 ' .All work shall b p P Y P 10.All dimensions are takento Rgh Framing unless otheiwise noted. f�l L d-� '`` :'°rylfj t,R ( ._ _ ,_ 1111,._. _ ._,-., � r ` . 10.Contractor shall verify all dimensions In field and report all discrepancies to the architect for resolution. 11.Roof Trusses to be Certified b Truss Manufacturer Contractor to coordinate and consult with Architect prior to truss fabrication If trusses are to be used tri framing. ` I - -- '�'� �} w . . _ - r fl.Owner and builder shall comply with A laws,statutes,and rules that govern construct on of this residence. 12,1,9E Micro-Lam Lumber Design Stress-IE=1,900 000 psi fib=2,600 psi ' t.J` � l 1o: l 4 t• 9 C: 4Z , ' 12:Alf means and methods of construction are the responsibility of the contractor,including but not limited to shoring,support and bracing of PLUMBING,HEATING,VENTILATING,AN!D'AIR CONDITIONING SYSTEMS: 9+/"` p � . existing structures as required for the work Consult with the architect where necessary. 1.All HVAC work,equipment,etc.:shall be in accordarfeewiUi Residential Cade of New York State #d _ t �rl f IP ��.� .µy "M t t� �y 13,Coordinate selection of all materials and products not specifically called out in the specifitcationsand onthe drawings such as painting 2 The HVAC Contractor shaft conduct ail tee#sand inspec4ons for,the installation of his work as required by the Owner and the local enforcement author'dy. I p A w 7 p fC.i t�B materials and rotors,into or finishes,tight fxtrlres,bathroom foctires,cabinetry,appliances and accessories,with the owner. 3.The HVAC Cpntraetor shall word+nate his work witiithe-work of ati o#her trades, 15 /-� rovnde a one-ear uaraniee of mafenals and workmansh for all work undertaken,commencing at substantial e antis:,lolled nn thts.mechanlaal trade. :. _:l _ (.,,,t,,..: �:tv.-, 14.Thecontractorshall Y 9 workmanship !v 1 E3 .� 1 '✓ r PI-11 0 t ,s �"4i ""' `", )VAW - ( "T ;. P 4.ARworkshall be performed by m ch c:��,r. l� _.1 ti j Via. ( � f l �,. 4'; I C''):' e _/ u coin lot on. Tho work also subject to appl cable provsions of the home warranty oat of New York State, 5.The Contractor shall provide as control wiring.Allcorn(ro(wring shah be concea{ed.from view. T�W e efectncat anal er oo rehensble manner. 1 '- '"° r �I '( __,.____.__._._-1111__1_11.4_-1 _____._.-.-..1111_„-._._^-,..__.�__._- _.__.-11_1._.__ __ �,___,.____��,_. _ 1111 ___._.__ 1111._ _. .� .___ �.,-v , r 15.Builder shall place an executed New YorkState Resxient ad BuMing Energy Standards certificate on or near th P p 6.The Contractor shall rovide o ratin and maintenance instructors on all e u mint to the owner.Information shall be bound pea and in m P Pe. 9 q.-. ._ p ._.._,___-,.,.__„__,w_._-___-,.,---._______-1111-._- " s� . � �r t Chapter 4 Section 401.3 of NYS ECCC. citrated coin tete:with fresh airntake lass doors 5re roofflue,s ark arrestor,required flashings,and parts required AS NECESSARY for a complete installation.Model as i - - _4 .- ., -- _�____ ___ _ ______._�^___._.._._____ _. d . __- Chap 7.Provide fireplace where in p 9 P P ( s g. FOUNDATION NOTES selected by owner if applicable. 114' t� � r _ L 3 4 C) a -, I sir X�+ �., ' EI ;y. " a < ,7 1.Concrete footings shall develo minimum compressive strength of 2500 psi @ 28 days.Concrete walls shall develop minimum 8 Bathroom and d dryer exhaust to vent to exterior er code.' I lit r 1.of _ oi--(ec`u f` 411 l�I FI�^-'•-° !0'•.,u K,` `�I _W . �'I k� k ' «� _ " 9 P P ry p `r tJr a ' i f f==`; tr:._• j t' e,a• t j ) Ir ,t ?? compressive strength of 3,000 psi. 9.The Contractor and the Owner shaR he res onsible for the specs kation of all heating and ventilating equipment not specifically noted on these drawings.The HeaSng Contractor shall submit catalog I I 1,m k, �� p ,l�� :- . k, R j '� ' ' • �, P 9 P. t j cs1 fit) ( _ ,� y f , xr� _ w:...- -'r 2.Ali faafin sand tors to be below bra!frost depth and have minimum 48"earth cover. cuts on all heating equipment and materials to the Ownekand%r General Contractor:far approval. _ 9 µ __ +t i , - d j / i' 9 P 9SPP II TM��,�,._- �w.. ' r&-j0. "C„��rl r6 '_f/t .� 'I x,_101 1. . ' j,W t; i*,.t r`� '� ' 3.All piers and girder pockets constructed of c.m,u,shall have block voids filled sold with concrete dawn to footing. 10 Ail new spaces shalt be provided with equipment capable of maintaining a room#einperature of at least 68 degrees at a point 3 feet above the floor and 2 feet from exterior walls. f ff q} �•" -y y?�,,owY 4.Concrete footing sizes based on minimum 2500 psf soR bearing ca. ty^ 11.Programmable{hermosfats shad be provided. 11. FF - - 5.Al footings to be placed on undisturbed soil. 12.PLUMBING-Contractor shah comply with)the Residential Code of New York State for the design and installation of all plumbing system components.ARworkshall be inspected as required during �� + �-�l:� �1. (�.j..�°�� b ~°' ;t^: ! II` - a f I(�M °"U a _ 1.._ w w ; ? 6.Contractor to coordinate location of all utility penetrations. consffuctfon and approved at the end of the project by the local enforcement authority. IEC I.t 7.Garage slabs to be 4"monolithic finish reinforced with wire mesh or fibrous reinforcement admixture.Basement slabs to he 4" ELECTRICAL NOTES: I moriolMic finish.Install in accardance with industry standards. 1.All work shall comply with the Residential Code of New York State " d.1/2"diameter x 12"anchor bolts at all exteriorwalls 12"from each corner/openings-6'-0"o.c.max(min 2/plate}, trades&all workshali be performed by mechanics skilled in the electrical trade. , 9.Provide#4 dowels @ 24"o.c.(unless otherwise noted)w16"imbedment into footing and 24"min penetration into vigil., shall be concealed above ceilings orwithin wallsunles otherwise "' "' " " " "' " 0.Contractor shall extend excavation far a minimum 36"around entre building perimeter.Baclm7(wiih well draining material 3.The Electrical ng�aI Contractor shag coordinatefl s workwith the workof all other=noted.Af exposed coir ng shall be bcafed so tftat it u out of view as much as possible.All exposed conduit shag be done /r " "' "" "' i 1 9 P in the neatest and mostorderly fashion. _ : i (sand,gravel)to facilitate subsura drainage. 4.HVAC e u# mentshaR be b others.Coordinate with the Heatin and Plumbin Contractors and rovide all line votta e whin and connec6ans to their equipment as re u red. .- p'y •. _ 11.Sump pi,sewer main,and � -1 , I water meter to be field located. - -7 q P Y 9 9 P 9 9q I ��`) - �2 �,4,:.. ,"1:t'".�._ , �,.,� C � I � ti 5.Ground Fault Receptacles must be provided'per the residentail code of New Yorkstate -- z _ ,. 12.Window well size and depth to be determined b field as required. V fi,AFCI r6ceptaclas shall be provided in all bedrooms. � )• 7,MininiUm of 50 k of permanently installed right fixtures shall be rated for energy efficiency.(i.e.-CFL,LED.,etc) i SCA : f p_ s9 ARPROV ED BY: - ll' 13.Damp proof exterior of foundation wail from top of footing to grade.Remove form pins from each face ofwall,inside and out o , DRAWN BY and patch area smooth prior to application of dampproofing. FIRE&SMOKE DETECTION:. 14.Brace foundation wall as required during bad6ii• 1.Unless otherwise ind'lcated'm file drawin .ti hard 4vired smoke detecting devices must he installed in each new sleeping room,outside all new s eeping areas;on each story without sleeping roam8 15.3"d ameter adjusta past steel pipe columns to have 15,000 Ib.capacty(MIN}wi5"x 5"steel naps 9 - - in basements with orwithout habitable space: Norte are required to uninhabitable attics.All detectors in new construction must be inter-connected. ." GATE' '� 1� REI VISED (Un ass otherwise noted)as manufactured by Tapao Monopost°200 Ser es"(203}or equal. 2.Smoke alarms must he prowled with bath;ry'backup,eithefintemaf or remote. _ - 16.Install R-11 FSK fon faced batt insulation to 48"below finish grade at perimeter of foundation exposed to cold.(Min) 3,Hard-wired smote detecting devices"mus#,be powered from a lightng circuft with no intervert ng switches.Electronic,low-voltage systems are allowed provded the system rompGes with nfpa 72r!", 17.Lora on of holler,electrical panel,and water service sleeves to be determined in the field. i '"y "" " - ^.,. � . 18.All lumber that will come in contact with masonry shall be pressure treated. ENERGY NATES: l�- J '` ( j ' � 19.Grade not to exceed T-0"ventrally(sea detail). 1.To the best of my knowledge,belief and professional judgment,Attached plans and specifications ,DRAWING__NUMB are in coin Idance With Cha ter 11 of the Residential Code of New York State. �` ~-� p For,�Ila'�:-�;,? 9 P , t -' t . 20.Foundation Wall not to exceed 40'-0"in length wilhout pilaster. Eft �a _,- ..- 1111 :•. .., , - - " , - -- - -..__.,_ ,,,.__ ,_,,,____ -4.111 , 1111 „, - ., „ „ . , „ . . -- -- -- _..1111 ^-. _. . 1111, ,_.,m ,._ ,,.. ,:, .. _. ,_, 1111 .. 1111 - ,tet J t' I J I Lands NjF of Brown (53411220) Map Reference Ma Compiled from. . . 2' Stanley Wiler Q0� By: D.L. Dickinson Associates 263 Dati✓. 13 Juno 19' 5 �� (- _ Kevised: 5 September 2014 MAP vF w� 40 f(� _ j VIA Area = l .GG± acres 1. i = O 0 C - ' X,, 490.9' 223.9 z - Proposed Building (see Arch. Plans for details) � J j7 112.0' _ I . 43 0 X83 1► ` Area = 1 7 . 7 -x-- acres - 5 �Vt/ t� 0) Lands N1F of The People of the State of New York (35281256) _ e Z C� 0 C N Ln e) 0 '4150 11W CD z ;n _.� ✓`. ° Q 397 - 2-7 o } Ciiii LO) l J 0 }1 of a pro o5ed plot plan for T 1 E • C4 CO Lisp.. Dai Situate in U-3 7Z r�� County of warren Town of QueenSbu - State or New York MappLn,51 Notes u Scale: 1 " _ GO feet Date: 29 August 201 6 Note: Only title surveys bearing the maker's { - embossed seal should be relied upon Since Survey arid Map by other than embossed seal copies may contain < z unauthorized and undetectable modifications, "` deletions, additions, and changes. { - , ,, �' a • �3,� � .�`� `�.� �� ,.. N? .,,�, A550C:1ATES .�► - r Surveyors Engmel Unauthorized alteration or ad�l+t+on to a survey map E� `J A v;-' LAKE GEORGE, N W YORK 12545 bearing a licensed land Surveyors seal +s a violation a -Of 517209, 51L)b-d+v+51on2, of the New York State �'�`_ Education Law. �`� y 1. I.. 11111Y11.i �.,, III�I aIL;,MiIIi II Illi 11Y11111�1�1111�11 I�i,l�,le uii,Ild:JI��IA1.�luo��l sol lulol luol111 1p1111411�111u111 ul11 I1•�1,1JY111111i II.111,1111 III n1, 1iI I.I 111 JI 111,11111,111111111�111�IIIlu�1�Ylillll 11.1111 1.1 II1111 I 11 II 1.II I1, 1,��n11,11mA11111 n 11.11�11 I 1 1 ill II I 11 II J1�11 e�,�111u1641.1 11d „1.11111 11.l ill till Ili 11 I�111 1�11I11„111!�111111L II 41�1I111i�1 Ilii Lill II4 111.11 11�uw,11111 11,1110 11u11111I11 JI11�1i J'YI111 41rv1 111u 1.1 10+I1illil..J1.11 111 All11111101111 II�414�1.111141�1i 16 1, n11411 1�1i111�11 I�Yu 1 � � .. _—.. [III 611W II11111 hill❑11141111 uluol l 11 ii,I 11 W11 IIYIIIwamllud1111 l�hm Ale I I I I I,�x,u nI Ili I I lJl l��we,1n L�J11.W 1dl 11 ��,uIJp 1:�1,�uPe,d1�11 u.1,m 1AJul�lel'11uu1.c ul n�,dw11 Ilueuamlxdwbl,In11,i 111 uf�10An 161111lndmu.l.V141111 u 1 uul, _1.1 1 u� Ill oloL111n01��1,1111,11. u,A.p I'll 11A,Y1,1111„III�h�1 fllAYi111Y0�1 11.IJ,o11 11011u,N ulo 101 11 illi d1l11 idol ld 111 I,111111 e11�11 l.11 IIWII IUIIIJIJIIl.11111111111 i11 uII11ILl it i i i 7 ' u .. a„i, '.:Jtl .unW+wu.WWUWWWUN4WWJWiJWu,W , -. uowu.wwa'u,.,4u.Wy'.r_ywaY.w:u,w.Wuwui ., �wWWWW...WJ:dWWWUWWWWu .- -. fB 1 Lands N/Fo lawn 534/224 e- x i-''• ® "°t . c 17' SOILS DATA 7 4 (z I z. Map fere nce M Re - EST PIT p Y T A�. �. WASTEWATER SE I 1 S , l S L-- - LAWNTOM, d a t.-t: �•,:'` x:x',,. 8 6UC S E 5 TP 1 NORTH 24 1 'BY H T HIN P.E. c m led from... � a o i M I r p t' 2 rr. srd z, grv,.larnar,' ax. P OPOSED .GARAGE i SINK & 1 TOILET 8 R 'TOPSOIL ='1X ` 0 4 t ne ,' - :;. Sal Miller e£i' _ t- 15 GP n e�. DESIGN FLOW D . D i crates 8 .YELLOW-BROWN FINE SANDY.LO M B �D.L D ick n5on ASso 4.�iA ;< 8 . 2 . - Date: I3 June 1998 SYSTEM DESIGN FLOW 150 GPD 18 36MEDIUM BROWN FINE SANDY LOAM SEPTIC TANK .:1,000 .GALL0 PREC ST CONCRETERevised 55etember 20I4 OBROWN nr 3650 LIGHT !LOAMY & CCOARSE ... . ,,,....:.,:. .:. ,a. ,. ° _ LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION TRENCHES � .:.' r W`5 k- � DESIGN PERCOLATION RATE 6-7 . 1 IN .• � D M DW E DE C 1 s NO GROUNDWATER VI N E n 4 V, - - - .— ,gyp TO 30 , ROOTS _ 0 1. S ✓ 1 APPLICATI N RATE 0 GPD/SF, �F U? , : r ABSORPTION TRENCH ARE REQUIRED , 150 SF A A _ V` yj TP 2 LAWN 4 _ 8124116 BY T UTC I S ,., . ...... . . ...:.. ..: . .. _...,:...3.,., .. ::;i: .. OM H H N P.E. ,. ,.., .. .... ..., ,• ... .._,....,,: -.;,:,;: ;,::::'. , 2 WIDE ABSORPTION TRENCH REQUIRED 75 L. -r _ INSTALL 3 TRENCHES AT 50 L.F. 150 L.F. ' ; y • � _ 10 36 MEDIUM.BROWN FI E SANDY L COBBLES _ + N ANY OAM FEW _ acre I . 6 s Area 6 1 -36-44” LIGHT BROWN LOAMY MEDIUM & COARSE SAND FEW s , POTABLE WATER SUPPLY IS TO:BE. ON SITE WELL - COBBLES& BOULDERS J� ® - MAINTAIN 50 MINIMUM SEPARATION BET EEN . WELL AND ;; „ ..>, , r.; `: . :. z•.:, ..:..; r t - r IC TA z SEPT NK •r. NO GROUNDWATER EVIDENCE 'dx r: t % WE LL AND e,MAINTA N 100' MINIMUM SEPARATION BETWEEN ROOTS TO36 a � .. . ...t 3s if..,.\ "., .. .. ., R - - - -, ... ., c ._ .,.Gi r. x A BSORPTION-FIELD AREA _, .„. .,. s.% / ^ 1 k- TP-3(LAWN8124116 BY TOM HUTCHINS P.E. 1 / 13 0 0– _ TOPSOIL - F w, / 13 32 LIGHT BROWN F1 E SANDY LOAM, -FEW 5 IY F� v� 4 COBBLES & BOULDERS -` / a 2 tuGY�+ r y, 32 48 n r k CA . LIGHT BROWN SILT &_SAND,, FEW COBBLES & BOULDERS i j o SITE LOCATION - : NO GROUNDWATER.EVIDENCE - . 1 !' ROOTS TO 38" �. vcTEM 1 T . ALTION ' / - CONSTRUCTION SHALL. BE AS .SHOWN ON .:,THIS DRAWING AND '1N ACCORDANCE WITH `THE N.Y.S. \ % / TP-4(LAWN BY WOODS) - 8124116 BY TOM HUTCHINS, P.E. TOPSOIL HOUSEHOLD SYSTEMS .AND:, ASTM; F481 . INSTALLATION :OF DEPARTMENT OF HEALTH 'INDIVIDUAL " THERMOPLASTIC PIPE AND CORRUGATED ~TUBING IN SEPTIC-TANK LEACH. FIELDS. 8-24 - MEDIUM BROWN SILTY FINE SAND, 24-47" - LIGHT-BROWN SILT.& SAND AFTER EXCAVATION OF 'TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND "FLOOR OF EACH _ ` \ TRENCH SHALL BE CLEANED AND 'RAKED.IN .ORDER TO LOOSEN SMEARED SECTIONS •OF TRENCH_. . _J TP-2tNO GROUNDWATER EVIDENCE PLACEMENT OF AGGREGATE _SHALL BE AS _SHOWN, AND. CARE :SHALL BE .'EXERCISED -.TO AVOID - / TP-3 i \\ \ ROOTS TO 42" INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN. THE ABSORPTION TRENCHES. \ ��3, =- 490a 9+' \ \ TP 5 - 8/24/16 BY 70M HUTCHINS, P:E. THE PIPE SHALL 'BE'LAID AT -`THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES \ \ n - WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR !OTHER :UNSUITABLE,CONDITIONS. 0-'12" TOPSOIL TP-4 12'--28" - :RED-BROWN SILTY SAND ALL -DISPOSAL FIELDS SHALL BE .GRADED TO SHED RAINFALL -AND, DIVERT-.SURFACE RUNOFF "AWAY 28-45 - .MEDIUM BROWN.SILTY FROM THE DISPOSAL FIELD. Proposed Bui/ding +' ° r ` \ - (see Arch.Plans for061a/ls) v - DO NOT ':USE HEAVY EQUIPMENT WITHIN •THE ,ABSORPTION .,AREA AFTER 'TRE i 9 NO GROUNDWATER EVIDENCE i NCHES HAVE BEEN INSTALL TP.S 3'. `. ` ROOTS To 33" ED. THIS 'SYSTEM IS .DESIGNED FOR WATER CONSERVING FIXTURES :AND 'IS NOT .,DESIGNED `TO ,\ ,\ TP-6(SOUTH LAWN BY WOODS) '8/24/16 BY TOM HUTCHINS, P.E. ACCOMMODATE EXTREME WATER USE :OR EXTREME ORGANIC LOADING.DEVICES SUCH AS JACUZZI (�QJ \ \ 0-12" TOPSOIL TYPE -SPAS OR GARBAGE QRINDERS. p 12-35" - LIGHT BROWN FINE & VERY FINE SAND WITH SILT,® ROOF FOOTING GARAGE, CELLAR AND SURFACE WATER'DRA_1NAGE MUST-'BE EXCLUDED FROM THECOBBLES & BOULDERS WASTEWATER SYSTEM. 35-46" MEDIUM BROWN FINE SAND, SOME SILT53 / .43 I SYSTEM NJATERIAL P ICTIN �® NO GROUNDWATER EVIDENCE TP-1 N83 Q�71 / 5°W Area 1 7:7-4- acres �' 1 ROOTS ENTIRE DEPTH ABSORPTION BED AGGREGATE 1 / 1-112". 1. STONE 1S TO BE 314 TO ' WASHED CRUSHED 'STONE. 1 EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL .WITH 7/8" PER 'FOOT:MINIMUM -SLOPE. _s TP-2 x FILTER FABRIC FILTER FABRIC TO BE 4.8 OZIS NON=WOVEN_ SEPARATION FABRIC iMIRAF N. 100'WELL -' 1 EQUIVALENT, ` .' .%''� 'SETBACK . �`• -�. �.. E N � PIP» CA -:PAN,G SEWER BE . 4 ::'-SDR `35..0 G rR 'SCHEDULE 40 PVC: INSTALL WITH 1/4 PER -FOOT>MINIMUM TP-3 SLOPE TOPSOIL I 1 ` PLACE :4 ,°:MINIMUM -TOPSOIL 'OVER .ENTIRE BACK,FILL i4REA ,-SEED, 'MULCH, .;AND ;ESTABLISH -,La17dS1V1F0fT116Aa0,0A9oflhe \ ':TURF Stale afN®w York(3528i256) f 50'WELL - >. 2 O . / sETBacK g -1- 2.y1 B TH-000650-2016 _ 53 3 3 O -� TP-4 :. 1903 Ridge Road l/ aig Barn with Garage Doors 3640 s.f. N - WELL 'EXIST - f 1 1 r®posed Bur/c�ir�� - w 1 � � j� 1 j: g WASTEWAT YSM SETBACK H ®UL i • 1 �fior deta�/s is PROPERTY LINE WELL . :BUILDING see �4rch Pans ' ` TP-5 - , .. O i s� 1W a: SEPTIC TANK YO 50 10 1 o w - ` \ i 1 1 ✓ 1 �e ' ABSORPTION FIEL® 10 �c�IC � - � :� '=• .- 100: `20 O 1 PROP. eaiw ::f.t 1 ra !jd 1 1 I. ' BUILDING c9 , t 1 _ a 1 7C 7C E WER S a 1 i Z 1 b 1 _ c - \ E \ - - G O 1 T A f ,® \ 1 - z I' t- PROP.1,000 GALLON \ / a iSa' - I rgti `SEPTIO TANK r .rr 3 t - \ s TP- q a l PROP.EFFLUENT SEWER Cl Luju ER 2_2 O PROP.DIST. OX2 s - •Fe Is . ',v,_2 !I i' — :df 1 T. W �F 3 7 a _w 1 : ,. 1 P ' - : - � � - - - _ _ , _ ._ s •F'�`'' - ,, ,a,tip,,4'-• >,i'�° s€ -, � _ z o - PROP.ABSORPTION FIELD, /3 LATERALS @ 50'LFEACH LF TOTAL — _ T�4X NIAP 253.3:1-32. ® —— — r _:_' "': ALTERATION .017,THIS DOCUMENT EXCEPT''BY A LICENSED PROFESSIONAL OVERALL T WATER SYSTIEM PLAN - ® : "; ENGINEER_IS..A_VIOLATION OF:NYS EDUCATION USW . - - - - - — ®e. ® - - w. ® - • _sky .'m11 W. 1 - - - SCALE: 1"-100' 22134 ® — y' SCALE: 1"=20011117' , AQ. - P _ R O . P -- RT 1'LI SETW D ISSUED fOR PERMIT 9/22%16 o. - N Revisions: Qate ® TIL TE TER Y T PLAN 3 _ VlI,A T SCALE: 1 -40 / `EW.AT -SYS :KPLAN 22 34 • �'.. re `tired Tor.- SCALE. or SCALE: 1"=80' 11 17 ® Tie • ;Lisa a► 9 1 � - 1 Roa - - Y 903 R dg .:-: MAP.�REFERE E l N _ ® C _ _ . Town of ueensbu -'Warren Coun NY Q pYf.: tY. Cast Before You DigBASE ,MAP INFORMATION FRO .j . FROM..-M..-MAP,"OF :A - - - - - - - - - - - - - i, - Walt The Regalred Time S PROPOSED PLOT PLAN,FOR LIS_A DAIGLE Drown: JR Checked: GTH Scale NOTED � Doter 812412016 _ ®Confirm-tltinty Response SITUATED 1N THE .TON OF UEENSBURY Respect The,Marks _ ..'®Deg With Care COUNTY, NEW YORK. PREPARED`BY u y,,-vi _Y nd R 1,2804 .7D.L. DICKINSON ASSOCIATES. DATED AUGUST - 291 041 . V� 1 www.digsafelynewyork.cam , rtglneering :(518) .745�0308 518 =745 . 0 . ..;one � - r- . Hutchins l 11S '(518) .7450308 Fox . � . � � I , I�� , [,� I . I I I I � I � � I . I I .I 1,� - _:�. � . - I I� .�-. I 2 � , . I - . . . . . , ,. :. : ...,.-w. . „ _. . .. : - . . . - 1 . . I . 11 I . - - I . ' = . . . - - _ ,. _ - ` . ...I�-..1-"I....�-----��-..- . . . . . - ''5UGGESTEG: POLYETHYLENE . . � . . � I I � . I I I I. .-.. . .�, . . ... . - I . I I I I � . _ . . .� I � S . I :�I� . �.. �� I .�I 1I.. I �.I..-� I . � .. I I � I .-.: ..I...,. .,.:�-, ---I I I,-I.I:1.��.1-�_I..�-..,�-�I1�,�i�.�.,. 1.-11�.:��I.;.�1..�1 I I.-,�i.:,,.�-�...�.I�-,II 1..I�I��.�.I I�I,..�--..I�_....i�-I I I I II II��,.�I.�I.�. . . I I I I I I MI EXTENSION T0. GRADE WITH�� . - . I � I I �� 1I.1� �-�1�.--� �I-� I ��.I - . COVERP(NON- RA F C AREAS) - - � Z_� .I I�,�1�� 4 ( 4 _,1-�I��.Iji.��:�.��i�1I:I�i;j��.i�i�I'I��I�!i�.I��I Zt-I�,,,I. _ t---.,III'I I.�.NI8EI E.I I.�.I.I..I.1.0-II I I��.II�1 ie.I I-rII.I.0.�-g.......�.�IIw I�-..�II.-.I.I I�.9......-...I I.*-..-..,�6.njPI I . f 12" MIN. GOER :�!.1_,_:..-.�I-,.�,I-�I17��.._:.)I—�._--1;i�`;I��..-!!.l-i11�z,.�-.1l.,.;1.:I II "..,�I-II--I:II.�,I�.].�I71..1\.!�;�r I!�.-I��.I!�I..�'-.�;..�'.,I..�*_.�I.II�I-.�I.I�-.:��.��I.I�I�I1�-I,.I�.;.-�I..,1.".--.:...-.-....I1.....I�.,i-�,�.:I.I...:-�.I,1....�. .�.1�-.I�:I...�r I�I-.Iz�..�14I 1....r�IFI.�:: ..3..-I 1 I..I.".��I..I.,...I��I�.I�I-i.....1./:-:I II.I I�-.�.I.-�`.I��Id.�I�.��I,I.I 1..I��I�.I.-�1..,-.-I�...I I..-�-i...aI I I. LI-:�.�\I\--.��l�.l?I..�..�,�I_.0-. I TEE.BAFFLE "1��.. n j 1/4" PER FOOT a,.. . . a a j . . � MIN. SLOPE a° a 1�8„ PER FOOT 12".MIN, .GOER - l DISTRIBUTION BOX ° 3„ - . I .. MI . .- 4 HOUSE SEWER - N 5LOPE . . ._. . -- - -1 - - 4"'�. '_ LIQUID.LEEL 4" EFFLUENT.SEWER - 4 � WATERTIGHT SLEEVE F A . I & SEAL (TYP.) - t;;. BAF LE " ° l I . - r MIN. USE SPEED,LEELERS. TO .. . . ASSURE ALL OUTLETS.ARE.AT 2"MIN - - - . I - .. ; EXACTLY THE,SAME ELEVATION - . - - . _ - .1, - - - - - - . , - Y - e - - - . . . ., - - _ 11 .. , _ .. - I, . - 4„ P,VC SDR=35 SOLID HEADER, 2 MIN. .DROP . . - TO-ABSORPTION.'FIELD,,. 8 :I'. / " BETWEEN'INERTS_� . LIQUID, DEPTH PER FOOT`MIN SLOPE - j 30"' MIN. . .. . f . . 60": v1AX. - . . . . - ' - a - SEPTIC TANK NOTE . ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS :OF=..THE NEW YORK STATE DEPARTMENT - . . . . ° OF HEALTH. AND SHALL BE OF 'PRECAST CONCRETE AS 'MANUFACTUR,ED .BY 'UTOPIA. ' . . , . . - I . MINIMUM 2X WIDTH NTERPRISES OR EQUIVALENT. ; MAXIMUM 4X WIDTH ;. E D . ALL STRUCTURES SHALL BE PLACED ON FIRM, . COMPACT.SAND. OR :GRAVEL BASE. WHERE III - - EXISTING SOIL CONDITIONS ARE 'UNSUITABLE, CRUSHED, STONE SHALL BE •PLACED 'AS _ . L . - - . ECESSAR 0 IEVE A E II II i STABL BASE N Y T ACH ! - - 11 ° .°. 4. ° 'a. - a.. SEPTIC 'TANKS .INSTALLED, IN TRAFFIC _AREAS 'SHALL .BE .:OF EXTRA -'HEAVY CONSTRUCTION , a a - . . - , DNR H. 20 . . . .. - 1,000 GAL_..PRECAST-CONCRETE. SEPTIC TANK ESIGNED FO WHEEL LOADING. ., - ,I . ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. ,JOINTS BELOW ,.THE LIQUID LEVEL MUST BE TESTED BEFORE B KFILL AC lNG. :. . . . i TIC- TAN TIL , _: NTS , :'� i ; '� 4" MIN TOPSOIL OVER THE 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION ' - ENTIRE ABSORPTION FIELD; FIELD; SEED AND - , SEED-* ESTABLISH 'TURF OVERFILL' TO ALLOW-FOR ESTABLISH TURF - . - SETTLEMENT . _ BACKFILL FREE OF —FILTER FABRIC MIRAFI . - • . . . STO R 3" - . NES OVE .,1 , - . __— . — — — - - — — — — - - I i — — — — . _ -, — — _:, . .. �, . w . .. _ . .. . u r�... , - ` — — — — _. -_..._y, _ rte.. _.., – — — — r• - — — — ... - �- x �� "t' Z - - - - r- r - - _ - _. _.-_ -- - f. - — .:-, ., .-, __ I I I I I I I I I I I I I I I I 11=1 11_1 III �— ;, .; ~ - - — , - — — — _. . . — — — — — -12 MAX — I III I FILTER FABRIC — 1.. MIRAFI 140N OR A 2' TRENCH TH - S MIN. EQU L WID 6 .12 , 1 2" MIN. O opo SLOPE- OZq�OO _0 ' - _. - 00r ) IN. n. 2" M o� og . o . o" v O O _i T 12" MIN. 6„ 0°0000 o .. . . OQOD�o 0 � DQ 4 PERFORATED.'PVC LATERAL, .. ,A: k 6 °O0oDOo 0 - r ° SL E 1 f16" - 1/32" PER FT. 0 `� 0 OP ! . - 4" PE RATED P LATE TO 1 1 2" ��JJ :'END .CAP , :. 3/4„ TO 1/2 /16" - 1/32" PER AT RU NE - : WA - _ lY � 1V 1 - :: _ -_' -STONED C RUSHED SLOPE 1 F C SHED 5T0 ,f PTI CHP OIL - SORPTION T N H SECTION � . *v NTS > --I , ' _ - , - _, - 4 - - l: . - - " . . ;I I . ' ` z ^ i' i - - . . ^; . a` - - . . . . .. _ . - - " . `'[ - : F. N - - - .. - . - - I V . 1 $ , . ` A . �y, 4�I T..7rrI_1,U.I.I.,1�-.....��I 1.-I�.�r,...-�I�- . - _ * CC. I.I,.4..�_��I�._I_.II�1 I I - - ,- . - . -- 24" WI NCH; (3) REQUIRED„AT 50'.:LONG EACH , w - - EXISTING PROPOSED DE ABSORPTION TRE ;t GRADE (SEE ABSORPTION TRENCH SECTION AND PROFILE FOR DETAILS) ? l- - `1 . , - ' - �A . - . E . - GRA T/NG 0 78�. _. DE 6 TRENCH .; SPACING 4, MIN TOPSOIL OVER - : :r.t� 1 - - PTIOh l -:t 1..,; -,.:: ELO;NSEED AND R - - .- - - - _ W-. _.:.r., :: RA E ... ..... .. ..: ....:._...:. .:.._. s ,;.> :.....:.. .. ESTABLISH TURF S _.:s._:,:_, ..:_...__I;.-.a :.' . . T10 E GINEER IS AUVIOLATIONCOF NYS EDUCATON lAW F S - - t„�y - - .. ALTS IONAL ..:: , - _ _i .r'�, - - - - -- - - - - - - 'i"�!;.'l:!! .i: is - �: ..i'. _ .I._ `i ,I."" I - . , - - — - - — — -- _- '- — — — - '— _ _'i : ._.. .: li r_ ...._. .._.. !=iii - .-. - - - - I!; .:;.._..:.:.......:!:._....�:.._..:: _ it - . - .. - - - - .....:::.......:!:.....;: `�--- i_:.I . -i I! '2' TRENCH WIDTH . - _ - -; :; - i ' - -- - . - . . - . i !::I - - . . I . TI NTL® 5E ION F - - . . - - - -" - TS . - N 0 ISSUED.FOR PERMIT 9 22 16 ./ . . . O - N Revisions Dente . - . - . �/V J°�i r . - - - - - ., . , U", . TA'L` !� T . . - - 3 . . . . - . . , . . = , .: . . . . . I:. ' - Li . 'sa Daigle _ - - ! :-1903 Ridge Road . �" wn f een W rr C n` NY ® o Qu sbury, a en ou ty,, Call Before You Dig . . I ' . - ®Wait Tlie Required Time Drawn: JRS I Checked: GTH Scale::NOTED Date:''8/24%2016. ®Confirm tltlllty Response ., - - J . I _ . Respect The Marks . . `169 El Dig'With Care `m - - - Haviland Road .- ® , ;Queensbury,".NY 12804 . (518) 745-0307 Phone 291041 ®01® www.digsafelynewyork.com - - - _ .. , :: , 1.. . ..,,.111.-. . .:..... .... .:.. ........ ....,...u.,. ,,.,: ... ... ., .., .. o: . . . . . .. 1111 r �t�tc�lltlsIlglf9eeCIt�g (518) 745- 0308 Fax . :r _ . i Londs N/F of Brown (5341/220) - Map Reference Map compiled from. . . / 0 2` S / . _ Stanley Mliler , By: D.L. Dickinson Associates 3 tang •0. Date• 13 June 1998 Revised 5 September 201 4 4-1 O s MAP :r Area = I .G6-}- acres a ''" ilC;hYv:'R . ...I,t.,.a,.r,,,y,,: "'iri-x ,r 1�!jxab.-;.,:� r�• `-^t'k AE h:,.Tn-x; ��rr: - a:,�+,..,'°""''— .. ..... _ ... .. -- - - 1 9. { 0 " VP O Ot S�Q� Cyb, \ � l lJ 490.9' 223.9 �- Q Z =' r `r sed Nc ' L-jud,uJn -� I _ /i "1,i ii.1//ii//.%iU,viiL f:1!%1 ne I.•. (see Arch. Plans for details) 3 , t >r , - r- r '} .?,.,,r"y�d41 ItLi�:a�... .,' i.,..�_' ' -�:'F,;,,•�r;•t .�y.:a - u"`" _„ _ .. k.' ... 4 � ., ''+ r{,.,.i�'}G� C, aW � .. � � -. ,pr«wt r 4 N53 _ + h � � 15 W Area 1 7 . 7 _ acres 1. I , : { Londs N%F 'of The People of''the State of New York (3528/256) t t A , b t 5 r• '4 a a i' »4a,„ �t1 , Wt' .d. Ir f f. Ry r'•r l t+ t _ o y , {I !r , a4�t I :Ifs h 'F d +ti u ,ys .T"1 t r a. a, x r r'r• , ... .,.•. •,' .,.,.. ,:,,,. ,:.� „•':i, •fro -a'� °v :.>':°;.� ..4. ai r d t ••r i t O w'rr' Y' 1g, .f.i rl•`l� �9. �.f tr'• i rr % u I O' h.� �•T _ y I ur I i�u .I _ - � °' -- -. '._.,, y,. :e.... :' .,t ., ,. �.>.�:...-'r.",,,,.,-a. ...>-„ ;A,as„nxy,�tsn+ +.,- � - _ ,IIIJ�P1- !!'I - •wYµgK'.•�, .. ^;arx{. F ,nr}: ..ad' *1 _ - ... .. . t' A• r }i ,SSS` � il' � �•��• W �. •th, ''F.•» t€' L r' :R a d. 'f'• ft3 i`r, ��• 1 •.rw h' ,�a. 1' .k w a'.•r .�j. y ,gg t P l`: t.k+n :r�i %a •i t,- u' 'Pte` .d� :t� .I r•.' ''t :Tia. � .�• Ya�}.,. .�:�, V r• "ray... t wYi - .,ls< },' F i.}'+. 't`. YS ��.%+ •Asti. S •sr y� =f v '•,fir¢. ,y�;.r pro: r ✓,', •z`° ate'`'• '`J -�', _ t y •r f 7-1 _ ej L ^9` µ4 '•f'y Sys'•'- .s'.�-”°dd _ ,r': .�i- , 7.. t i• v.• , " y - i11 t•' a - . _ � w 82 2� 5 _ = 5 N to . 27LO (D O CO O O O J H r�.. O - of o o�sed of la'n for mPo a y�, !.I .•fit :J! �• �i t 'K" r� Y ;I & U L bx xA i t 4 I J �a f" r r ti � 6 t .f l .t„ , .- 7 f �- +ir t S c, •r t � f ii�,�,J.ya qt CU M CU f 1 s t M t J t� J t I I u e r I f I:r ' F w a d „�A•. �E JIB 2i - , e -r Rk ��'A Af.,.,,a.7 sl+i'e._it .,< ,'}}.0 , .- -' -.• -. - - -- --_ - i't' -. - .. .- - _ - -- t- ,� -, � - - ' Town of Queenbur� iCount: of Warren. M �_z CU LO CO ,- ✓` N m ;,. ! Ma in Notes w State o= New York Note: Onlytale curve s bear,n Scale. l :' , 60. feet Date: 29 .Au u 5t 2 0 ! 6 Y c3 er s the mak emb s e a o s d se ! should be relied;up on since f k , other than embossed-seal coP les may contain. . ; r _ survey ar.d.Wp.by unauthorized and undetectabld modifications, - - - - .. C4. G-'� ar. •h t S.'� t ��vu.. f t- - 2 1 deletions additions and char AS50�'IATFS.. Unauthorized E, alteration or addition to a survey map „ Surveyors En/vj�meers�{ {ri ! ,h - ! J W' S s (\t gyp•—�'�+y' [/�, f �'^•q+� ''bearin a licensed land curve ors seal 15 a.violation tF " ',� LAKE GEORGE, N iN'YORK 12845. 2 of section 7209 sub-di+nsio n , of the New York State Education Law. U' 1 _ w Lands N/F of Brown (5347/220) Map Reference, Map complied from. . . 20 1211 Stanley Miller N8 By: D.L. Dlckn5on A550001te5 283 .00 Date: 13 June 1996 (� ROV15ed: 5 September 2014Q MQ MAP z N � �cti a Q ` `l �.l� O (n -V�- n 4o V Area = I .66± acres 0 O'D 0 ` O � � rn !!r/, O O 217'± V � - Z Drilled Wel! ® '1" Building Located 5-8-77 485'± rrirra�rir ami.:, i rlitrlr' / O r n O 'r,••�riririr•,�r,f � . r ® %rrrriraairrir' ATOR o N Reputed Septic Tank Reputed Absorption Field \ 129'± NOTE:;, SEPTIC TANK AND ABSORPTION FIELD SHOWN PER MARKING BY CONTRACTOR. SEPTIC SYSTEM BURIED AT TIME OF SURVEY. 53 / . 43 ' _ 7 !-5 w Area 1 7 . 7 _ acres41 . 1 N - N Lands N/F of The People of the State of New York (3528/256) - 1 N z o_ 0 0 o 0 - �-- 582 2 ,415011W397 . 271 Map of a proposed plot plan for - Lisa 'Daigle ' in Town of Queen 5bur\/ County of Warren State o= New York Mappincl Notes Scale: I " _ GO feet Date: 29 August 201 6 Note: Only title surveys bearing the maker's = embossed seal should be relied upon since Revised: 8 May 2017 other than embossed-seal copies may contain survey ar,d Map by As-built plot plan. unauthorized and undetectable modifications, ,,��w °Frh��` • • D lc•� �S deletions, additions, and changes. }�� r ,a:; • j T ��c, �. 61� '1L.�� } • A5500AT e fs ` '4�'•'` 5urve or En ineers Unauthorized alteration or addition to a survey map y 9 bearing LAKE GEORGE, N W YORK 12845 a licensed land surveyors seal is a violation LJ' of section 7209, 51-1b-divi5ion2, of the New York State P Education Law. �da�.uk tttC;.lt TOt''VN OF QUEBNSEURY BU1L'DIN C0D=-S h3o� � � ,