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CC-000182-2016 TOWN OF QUEENSBURY r- 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 — Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000182-2016 Date Issued: Tuesday, September 20, 2016 This is to certify that work requested to be done as shown by Permit Number CC-000182-2016 has been completed. Tax Map Number: 288.-1-54 Location: 1433 State Rte 9 Owner: Stewart's Shops Corp. Applicant: Stewart's Shops Corp. This structure may be occupied as a:New Commercial Building: 3,897 sq.ft. Cross Ref: Site Plan Review PZ-0017-2016 and By Order of Town Board Area Variance PZ-0018-2015 TOWN OF QUEENJ49 SBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-820,1 wNi i it IU ^� Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: CC-000182-2016 Tax.Map No: 288.-1-54 Permission is hereby granted to: Stewart's Shops Corp. For property located at: 1433 State lite 9 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 tiled and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Stewart's Shops Corp. Retail-Mercantile-New 5362,317.00 Owner Address: PCI Box 435 Total Value $362,317.00 Saratoga.Springs,NY 12866 Contractor or Builder's Narne 1 Address. Electrical.Inspection Agency Stewart's Shops Corp. PCS Box 435 Saratoga Springs,NY 12.866 Plans& Specifications New Commercial Building: 3,897 sq. ft. Cross Ref: Site Plan Review PZ-0017-2016 and Area Variance PZ-0018-2015 $ 896.31 PERMITFEE EE I'AlD -TI IIS PERMIT EXPIRES: friday, May 19, 2017 (Ifa 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.) Fated at the Towensbeory;P Thu s a Ma 19, 2016 4SIGNED BY: �^ for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Oni Date: z y Permit No. Tax Map ID W - i_59 Permit Fee Zone Ci Historic? —Yes p,'No Ree Fee Subdivision Name Lot 9 site Plan# PZ- 17,k15 Project Location jq�� 1,,A�r4u"4� 10 TOWN BCD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,duplexes/two-family,multiple family, apartments,condominiums,townhouses,and/or manufactured&modular homes,but not mobile homes. This is in addition to the permit fee(s). Primary Owner(s) g e, Address Phone/Email _J Applicant Address E (DO, E 0 \VJ Phone/Email Contractor 5 Address 1 kJVVIN BUUNG & Phone/Email Contact Person for Building&Codes Compliance: Phone TYPE OF CONSTRUCTION -/Check all that apply New Addition Alteration 11 floor sf 2"floor sf Total sf Height Single Family Two-Family Multi-Family (#of units Townhouse Business Office Retail-Mercantile V/11"' Factory-Industrial 43,11' Attached Garage (1, 2, 3, 4+) Other 288.00-1-54 CC 182-2016, Stewart's Shops Corp, Town of Queensbury Building&Codes Principal Structure Applicz 1433 State Route 9 New Commercial Building If commercial or industrial please indicate name of business Proposed use of building or addition ► , Source of Heat(circle one) Lias Oil Propane Solar ?±S Fireplace: Coanplete a separate application for Fuel Burning, Appliances &Chimneys Are there structures not shown on plot plan? , Are there easements on the property? Site Information: a. Dimensions or acreage of lot ",, b. Is this a corner lot? Yes No c. Will the grade be changed as a result of construction Yes No d. Public water or Private well (circle one) ublic Private e. Sewer or Private Septic System(circle one) Sewer' Private Value of 411 work to be performed (labor or materials) Y 1. 1 acknowledge no,construction shall be commenced prior to issuance of a valid permit and will be completed within,a12 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. 1 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 NYS Building Codes,local wilding;laws and ordinances,and in conformance with local zoning regulations 4. 1 acknowledge that prior to occupying the facilities proposed, l or my agents will obtain a certificate of occupancy. S. 1 also understand that 11 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: DATE:. . � l SIGNATURE: DATE: "Z.I z ,/l For office arseand Operating Permit.Issued: "Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes :Principal Structure Application Revised January 2016 Town of Queensbury Thomas R. Van Ness Highway Department Highway Superintendent 742 Bay Road, Queensbuiy, NY 12804 Home: 518-745-0929 Phone: 518-761-8211 Fax: 518-745-4466 David Duell Deputy Highway Superintendent Home: 518-745-0938 DRIWWAY PERMIT E C E 01 "W Date: 7016 APR 0 5 2016 Applicant Name: Telephone No.: 1- V-UD'i LI"�175 Address to be Inspected IL'ff Return Address: Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: Preliminary approval NEED Slight Swale Deep Swale Level with the road Level with the top of the paved wing Size culvert pipe to be used(if necessary) ( ) 12" ( ) 15" ( ) 18" ( ) 24" 36" Preliminary inspection completed by: Date: Approval by Highway Supt.: or Deputy Supt.: Upon completion please resubmit this approval pen-nit for a final approval. STEP 2; Final Approval Rejected Date: Thomas R.Van Ness,Highway Superintendent David Duell,Deputy Highway Superintendent Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 tfi � yry� 4 M q � w rq �V y P N C: ti C3 9ILI 130 a cd bt7 q �a — J CY on t LU CO 0 jC), UJ LL > a cli 7 R},. y+ � Ca cr CY 72 Amanda's Law Requirement Carbon Monoxide Alarms in Single Family Homes Single family homes constructed after December 31,2007 Within each bedroom or sleeping area On each story outside the bedroom or sleeping area ,On each level containing a Carbon Monoxide Source The term "Carbon Monoxide source" includes fuel fired appliances, equipment, devices and systems, solid fucf' '� burning appliances, equipment, devices and systems; all other appliances, equipment, devices and-,systems that may emit carbon monoxide; fireplaces, garages; and all other motor vehicle related occupancies.�'� In single family homes constructed prior to January 1, 2008 the Carbon Monoxide Detector may be hard wired or battery operated where no interconnection is possible due to existing wiring. Amanda's Law Requirement Cat-bon Monoxide Alarms Buildings with 3 or More Dwelling Units Buildings constructed prior to January 1, 2008 On the lowest floor containing a bedroom or sleeping area Buildings constructed after December 31, 2007 On each story outside the bedroom or sleeping area On each level containing a Carbon Monoxide Source Any construction that involves the construction of a chimney or attached garage The term "Carbon Monoxide source" includes fuel fired appliances, equipment, devices and systems, solid fuel burning appliances, equipment, devices and systems; all other appliances, equipment, devices and systems that may emit carbon monoxide;fireplaces, garages; and all other motor vehicle related occupancies. In buildings constructed prior to January 1, 2008 the Carbon Monoxide Detector may be hard wired or battery operated where no interconnection is possible due to existing wiring. Non-compliance will be dealt with when a complaint is filed with the Building &Codes Department(761-8256) or the Fire Marshal's Office(761-8206). Batteries need to be replaced every year. It is recommended CO detectors be replaced every 5 years. DO NOT RUN VEHICLES, GENERATORS, GAS GRILLS OR OTHE RGASOLINE, POWERED EQUJ-PMENT IN YOUR GARAGE. Town of Queensbury Building&Cades Principal Structure Application Revised January 2016 FIRE M-ARSHALS OFFICE Tozvn of Queeiisbtiry 742 Bay .Road, Queensbury, NY 12804 o ni e of N a t it r a I B e ti it t y ... A G c) t) d P I it c e tar L i PLAN REVIEW Stewarts Shop #458 1.433 State Route 9 CO-000182-2016 4/8/2016 1 have reviewed the submitted drawings for the above project, and offer the following comments: 1) All egress door hardware shall comply with chapter 10 of the Fire Code of NYS. The use of a key operated or thumb turn device is not permitted. 2) A function test will be required of all Exit/ Emergency lights including exterior heads prior to CO. 3) Verify fire extinguisher locations. 4) Provide key for Knox Box. 5) Fire alarm system- In prep area behind front counter change the smoke detector shown to a heat detector. Provide a NEPA 72 inspection when completed. Fire Marshal's office will require a witness test with your technician prior to CO. 6) Provide specs for the Pem All Watchman 14 suppression system. 7) Add note stating the gas tank & pump installer shall contact the Fire rshal's office for inspections prior to installation. o I n� jr �,4 Gary K. Stillman 742 Bay Road Queensbury NY 12804 518761 8205 garys@queensbLiry.net Fir e M ct r s It a I 's ().f,(i c e - P It o it e: 518-76�1-8206 F ti x: 518-745-44,37 FIRE MARSHAL'S OFF[CE Tott�n of Qilteensbtr7 y 742 13ay f va d, Qr,ceensbury, NY 12804 carra �, ref NrrtraraAl Beauty — A �ooil Place to Livd," PLAN REVIEW Stewart's x#458 1433 State Route 9 CC-0001$2-2016 5/1.6/2016 Plan review based on submittals; Upon review of the most recent submittals, for the above project, it would appear that the applicant is requesting review under two different codes; the 2010. NYS codes are referenced for the structure and the 2015 ICC;" codes are referenced for the fuel island, If we are to review the submittal under the proposed scenario, the following conditions must be met: 1) Separate drawing(s) submitted showing the canopy and fuel dispensing area, outlining all of the requirements for compliance with the 2015 ICC codes. 2) Any changes, modifications or adjustments made to the regulations, prior to the issuance of the code boobs, will be the responsibility of the owner / applicant for compliance. Michael J Palmer Fit•e Marshal 742 Bay Road Queensbury 1"*,�Y 12804 firen'iarsha1@,queensbLrry.net t-i r e Marshal's Off z cc - P h o ac c;.: 518-76T-8206 Fax: 518-74,5-4437 trt a [tr�trrt?c atcyi rts(rtta t .7rc�P _ , I - 1 F - t ,I '= o5 �� ---� I; SHEET DRAJ�II G - . k rte..✓ •� --_ .�., r..J �� NO. NAME DE5GRPTION .�— 5 -�....— '/\A :��:' -� ' S I . � . � . .' � - _ I T-I TITLE SHEET ----� 2 5-1 EX15T(NC SITE/DEMO PLAN � � Z- 55 US 0 U T..� ( 3 5-2 PROPOSED SITE PLAN . I II . � I�. �I� I - !iI . A -*"*'*1�11� .'�'1'1I ---- 4 5-3 ORAD I N6 PLAN i 5 5-4 LANDSGAPINC PLAN .� ._......� /GOR6I \ *�r ? I'i 6 5-5 LIGHTING PLAN ' 7 5-6 TRUCK ROUTING PLAN I . 8 5-7 MISCELLANEOUS DETAILS ,— LED 0005ENEGK - FYPON MOULDING MLD44a-I6 LIGHT(2 TOTAL) I Ci 5-8 MISCELLANEOUS DETAILS TO BE WHITE IN COLOR - i 10 50. FT. BUILDING SIGN FYPON MOULDING MLD44q-I6 FYPON MOULDING 10 cJ-cI MISCELLANEOUS DETAILS FACIA TO BE TO BE WHITE IN COLOR HRLV72X36 WHITE IN COLOR ', 11 5-10 EROSION $ SEDIMENT CONTROL PLAN , FYPON MOULDING MLP520-16 �� ; TO BE WHITE IN COLOR �� \ FACIA TO BE WHITE ' 12 6-1 TANK INSTALLATION DETAILS ASPHALT 5HINGLE �' " IN COLOR ' licbor _ ARCHITECTURAL STYLE _ �'e�` `- 13 G-2 TANK INSTALLATION DETAILS ' �` - 'Y; ,` `$ E5TATE GREY - ' — - $' �, 4 C-3 CANOPY DETAILS -` t ''I 11 15 -7-4 CANOPY DETAILS . N N =41 01 Is , ._ v _ -- _ . _ - _ - - ----- - - - - - 16 A-1 FOUNDA ON PLAN �6 TI zincc3rrii TOWN OF QUE �Ig.BUIRl`�( I - _M = LE] = = = = — 'I= 1Zi:II1I=1 =I == 1111= _ 1-1 A-2 51DEHALK PLAN I I � � � � i — 7 , - - "i 9 I 18 A-5 PLUMBING PLAN SUPPLY -, I i - - - - _ � - -1 � l� �I , T olm§Lzom —1 ICI A-4 PLUMBING PLAN - WASTE _1 _ _ - - -Am-== w ' '� 20 A-5 FRAMING PLAN '- 1 .1 COLUMNS TO BE FLUSH SILVER J -COLUMNS TO BE FLUSH � STONE VENEER TO WRAP ON (3) I A6AIN5T BUILDING AND ALUMINUM AGAIN5T BUILDING.COLUMN 51DE5 OF BUILDING I ' 21 A-6 TRU55 PLAN - COLU AROUND GARNER. STOREFRONT TO BE PAINTED WHITE IN ; I 22 A-� ELECTRICAL PLAN COLUMN TO BE PAINTED ° WHITE IN COLOR - EAST ELEVATION � NORTH ELEVATION I 'z23 A-5 ELECTRICAL - GONDUIT LOGATIONS II I ' 1' 1 24 A-q INTERIOR LIGHTING PLAN . 25 A-10 BUILDING SECTIONS - I 26 A-II BUILDING SECTIONS FYPON MOULDING FYPON MOULDING MLD44q-16 To 27 A-12 BUILDING SECTIONS HRLVl2X36 BE WHITE IN.DOLOR "� I I I I I 1� 11 11.�l _�' . I . i" � FFAc1A To BE MITE _... ,- - - 28 A-13 - STONE VENEER. DETAILS - IN GQLOR, -' _ , FYPON MOULDING MLD520-I6 ` / ~�`�� 1 2�i A-I4 SIDING DETAILS TO BE WHITE IN COLOR �� _ ASPHALT SHINGLE '''�� ---= � ARCHITECTURAL STYLE j 30 A-15 BUILDING NOTES l _ ^� `� +' ESTATE GREY - /'ter g - ...: 31 A l6 FLOOR "LAYOUT PLf�N - _ „ _ : r - - -, .. ,� _ +e I" o - 1 r . - ./ y -. - - _LL - - �'E 11 : 11 r - _ e C i I - -_ HARDIE BOARD FIBER - - - _ - '- _ � , :" GEMENT CLAPBOARD L t .1 I - N OB } , o o — ) r SIDI G (G BLE STONE '1 - - — - z_ _ r — �I �� , n - . - I I_ } - 1 GOMPRE550R L HVAC UNIT COMPRESSOR �."I %' ,. - I - '- J HARDIE BOARD FIBER STONE VENEER TO WRAP ON (3).. EXTERIOR ELEG. ELE.. SIDE5 OF BUILDING ,-_ :r1`tOY l l/t`l. GEMENT CLAPBOARD - - _ PANEL ENCL05URE METER , PAINTED TO MATCH r 51DING (GOBBLE 5TONE) - EIFS TRANSFER SWITCH - R _ _ �JI�s C..7"X ' j.l4 W. FT . , - I 2> .. -- . - :{ : - SOUTHLVATfON WASTLVATION ¢�n >F oN I . 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I --Ii j a a 1"' 2$3;1 ak lo�;1� 11V iUz. �i"1`"- 9 111 1 2 k . � � ; 3 ; �; EXISTINC7 i - - -- .z �x,r-; C ik L4.� ,i4 ,.-- - -. - - - - PROPERTY LINE , i- r, - - ; I - - - 1. r _ S.P�L.f� 288oa-I 55 i i I m SAN — 6ANITARY SEWER LINE #Ia AANPS N/RF= 9=OUTE 9 zp,� 1� �a i a N ?� L&M A550GIATES, LLL [3+i�G Al a - 3 1 - - -- OVERf 1EAD WIRE F-1091 P.173 > 1 P:1 - r WIRE (PRENGII MGt Nl AIN GLMMONS GUF1�15) =s —"-�— �Q UTILITY POLE S SEWER MANf10LE " �, _ t!f V c�if-m cF ri::- t ` w v I_ t �;;I � S3FejKs O3 0 IRON PIN 60,11-TER & McGGRMAGK ,� �C - MONITORING WELL GAPPED IRON PIN FGtND MACADAM ioY S 44 r. cni �s F, PARKING AREA i -, Y! ` K2 LIGHT PG1..E _ CATCH �ASIN6 � / I - , t --_ ---- . ❑ ❑ RAIL PENCE rIM+sER - r. r RFrA.1" PA1 - i r, ( I, — —I0o W �P/r i L:�h r dryµRabrea'Lir ELEVATION CONTOUR / N6 �L tae;H s # -a- � SIGNPOST �� / � o I 1 tea 'sli. ,1M= �o° WATER St1UTGEF � • I `tt s, & i5 \S, p2 // 1 _ s s� p 0.723 ACRE to��d��°1'� /t. �., � --� �trkl�z44A. A WATER VALVE ss-0-3 . 153 4z, // { p�� r is dry� 2 HYDRANT i / (31,a79.�o sQ.FT.) :.::: 'SaaaJ . -� .l G�1G &a 3 1. / R,Cr ' :: .... \ / VAN DU5EN & 51-EVES ' 4 ;; 5.13L.# 28800-I�k �L �3 rp:::... U GAPPED IRON PIN FOUND } - <7 ,fi it`' 11 #1433 U.5. ROUTE 9 k',k'-'.'.,--, / LANDS OF �M :-_:., / EX15FING ' � 1 / : / / 6.IIG7 P.Io9 TO GE GR�IVEYED TO �'� , � � L.OG�TION / . 6MWARrs 0RP ' . / ��: P,EYREMOVED ::/ :' >� / GALE: I"=30d MACADAM "::::::::: :: '" // / PARKING AREA / // / I I. ro �E I REMOVED m� // / + j / ,. h !+ / 1998 NOT APPROPRIATION / I / //) LINE (SEE NOTE #4) I // r�i 'CIV //Sh U z / / i - //�� / N74'25.90'W // Q / / / // ti.- I N.Y.5D.0.1- GAPPED--' N.Y.SD.O.T GAPPED / / s IRON PIN FOI INP ..-/-.-.---.-.- ..--. IR�/PIN FOUND S / ,/ I 11 N /� 1. �� / i y aw 3. fy? 1 I i I - O W. / l 1 Y ., �1, li il: z ��;' m a y W..... /: t / - . ,fix-- MACADAM t - - PARKING AREA / / t - . �_ N.Y.SD.O.r GAPPED W--� /+' , - - / IRON PIN FOUND , ` r S75'Q6'45"E 11 - •, - 5.88' + - .s //' l '` _�81-R .- SD .T' N.Y O EX. G 6 / IP.ON PIT' FOI €, k - : * 52-5.08 TF=52f}.SO - s --Z- 1 / C/ INV / INV- 138 _ EXISrI 1. / =520. -5Z. / DgqR�YW ll_p ro c I// N - �a X - VL REPAWED - -• �_ - - // N�� / / � / // I - - - % - //�, v,d / c (� / g . - -- — , - -- 1 �l/ uu , v . f / / / , i -��„�, I I --..--- / __. `� TION , `''. 1998 NYSDOT APPROPRIATrl�ION . a----- e::-:::::_:,_. LINE (SEE NOTE #4) _ SIA�IOGO SIGN // / / - TO EE REMOVED .. 11 / _ i / ,. / - .. / S // / - ,'. . , „- / . / I - // - . r GAPPED "U / / - IRON PIN i i TO 6E SET . - / / -- . c /lIff 164.831 _ 11 l l y _ , N83'2 Ir li (peed' 165.18' - - GAPPED 581'25'39' / / i� I • . ;1. - IRON PIN S / TO PE 5Er Imo_ �, '. i . - gETE GURU / / . - GONG � i�^ r 1.- - -. - - _ . 11 CONCRETE RwP - 2� 1. y - . �r �,,, - RTAINND WALT- y. , w GOURETE UNDS OF 1-87 lE � IK . IRpN PIPE ON EAST BOs /- / / :1 �` Wig, W 268.50' TO RETE SIG=W t M' a 5'39" � GONG ALK/ / '- 8812 �� - S.6L.# 28800-1-53 . #1415 U-5. RGLlTE 9 / / / _ _ f -, - LANDS N/F GF 9 a' , I 1- MAGAPAM NGRThWAY aM-IET5 LLL . x 4 ��,, r " # - PARKING AREA � P�-4364 1`382 ;: ' _ ",�'. r a _ - , _ - - n - - - - 6 . �11 I - 5 AT T • - - r LPKE cue - Wes c-FCR - (rr1E ante // I - - " . � , . * 1� - -- - 1. / - , • � 1. - ' A / // 7-�� - = . 6 r . i ll I: r` ; I I . . ., ,d .' - I � . I � I- I �[ � . f --7' - , --!`,� I i : - : - .. � ; �l I - � 11 1� :l � � L � � - - :_1 - . � �,- I , �� I- � ` . �l -, - -L -� �,�, . ,� - I � � . �� - . � - -- � I - -- .. � . I . � - - . I ; . , -1q- :,i {.11 - I,A� , *I rI � * , I - � I � � I . � -L - ; � � 4, - 1 - 1 . - - - ' *k�� ' �. - - - - ,j � , �°;" ;� ;6 - -. I _ SI�ZVEY N01"ES _ � ; y t. i l:' I. DEED REFERENCE: CHAMPLAIN OIL COMPANY, INC. TO SANDRI REALTY, INC., DATED MAY 23, I _ IR - B.. - 2000 AND RECORDED IN THE WARREN COUNTY CLERK'S OFFICE ON JUNE 2, 2000 IN BOOK - ., SiG}� NAA , A�-v1AT1GN & No. - ¢ s - 1IG7 OF DEEDS AT PAGE 09. - t I ;� r LAKE OEOROE OUTLE s LC�O� 2. MAP REFERENCE: „MAP GF PART OF LANDS GF HALF-WAY GAINS, INC. DATED FEP�RUARY 4, '� � 1972 AND REVISED ON AUGU5T 5, 1977 ]3Y COLLTER & MGCORMACK AND RECORDED IN THE - ,- - � 1�. - . � � I I ��) - - 3 . if >7N!►AI y�'ti sIrE !OGA-n - . 1. WARREN COUNTY CLERKS OFFICE ON 5EPTEM15ER 9, 195"3. 3- THIS SURVEY WAS PREPARED WITHOUT BENEFIT G>= AN UP-TO-DATE A STRAGT OF TITLE - ' � /T�� a 433 u5 ROUT LAKE AOR 1�Y 12g� AND 15 THEREFORE SUBJECT TO ANY AND ALL RIGHT-OF-WAY AND/OR EASEMENTS OF m ` - - RECORD, PARTICULARLY FOR UNDERGRGL�JD UTILITIES. F {J"�' �n <' v- f; DATc NO. REVISIONS L ' DRAWN t3Y- GP - 4. HIGHWAY 13GUNDARIES ARE SHOWN As THEY APPEAR ON MAP No. 139, PARCEL NO. 'LAS FOR - - � QA -=-- j� �'1` --sem9 GLENS FALLS - LAKE GEORGE STATE HIGHWAY N0. X117, GHAMPLAIN OIL COMPANY, INC. _ �`�� a 6 `aG{ - - SCALE: I"-20 (REPUTED OWNER), DATED JUNE 8, 1938 15Y THE NEW YORK STATE DEPARTMENT OF I `�109Slim TRANSPORTATION. NOTICE OF APPROPRIATION WAS RECORDED IN THE WARREN COMFY .. ��0�: O��P�� DATE: . ��4/-15 - ES SI 4 CLERK'S OFFICE IN P�OGK 1072 OF DEEDS AT PAGE 178- .. r _ - � 71 i:i 5. ELEVATIONS SHOWN HEREON HAVE SEEN DETERMINED WITH RESPECT TO AN A66UM� 'i - - - �PRAWINe NO. VERTICAL DATUM- =. '. P O- 134X 'A35 SARATGGA 5f'RINC�S, NY 1286G 11- 5-( - - - - ' 1200 , 203 TEL '( FAX (518)58) ,*- I -- . • 518�8i -f i ALTERATIONS TO THIS DOGLMENT 13Y OTt1ER THAN AN TITLE: _ - AUTIICRIZED LICENSED PRGFE551GNAL ENGINEER IS ILLEGAL r 11 LAW IS ( I I - EpEMO L AND A VIOLATION GF TY1E NEW YORK STATE�E; . I . - I - ( I1 f�AT10N - . , ,. .. «ark,,,. ws .. .._.,. ,. ..... ......... ._- - ._. -'-- - - - - � :. _ - 1 Town of Queensbury I Community Development Office 742 Bay Road,Queensbury,NY 12804 I - I � I a i Town of Queensbury Planning Board EXISTING RESOLUTION'-Grant Site Plan Approval for Site Plan 59-2015 Stewart's Sltops Corp. — — — — — PROPERTY LINE Tax NJap ID: 288.00-1-54/Property Address: 1433 State Route 9/Zoning:CI 1 �AN — I SANITARY SEWER LINE — — OVD WIRE � The applicant has submitted an application to the Planning Board for Site Plan approval purslrant to Article 9 . of the Town zonin-Ordinance for demolition of existing gas service station/convenience store and replace C GUY WIRE Iiwith a new 3,897 sq.ft.Stewart's Shop with three:sett serve multi-product dispensers tinder a 1,500 sq.ft. IN6TAl1 QCt1ZA— MACADAM �Q� UTILITY POLE 1 tWAL1T5 FOR PARKING Ate, ! canopy (6 pumps). Pursuant to Chapter 179-3-0 t0 of the Zoning Ordinance.New convenience store with CAtv1ERA5 I fuel shall be subject to Planning Board review and approval. . SO SEWER MANHOLE LtNVER612Oi t,ID FUEL st ORAG� i ', TANt5: (1) M GAL., & (1) SPLrr ' i Pursuant to_relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9.080, the Planning IRON PIN * IOK GAL- (6K/AK) W/2w xV Board has determined that this proposal satisfies the re uiements as stated in the Zoning Code; 1 , GGNGRETE TANG PAD '. p I� 4 g MONITORING WELL rIM R R r � 5 As required by General Municipal Law Section 239-m the .site pull application was referred to the Warren LIGfiT POLE TO k, INz' h y� pA� I County Planning Department for its recommendation; (,ATO BASINS -� � // 2q � �' �� 4 The Planning Board has reviewed the potential environmental impacts of the project,pursuant to the :State o RAIL FENCE p ,\ // ( Enviromnn?unit Quality Review Act(SEQR3)alzd adopted a SEQItA Negative Declaration-Determination ~ \ \ END KM WO A ( of Noll 5igin1flCanCe —loo ELEVATION GOM"CUR j. 23 ��`OO �� GOIJGREfE 3 PHASE U/6 • �, application n 1/19/?015 and continued the GLS SERVICE FROM The Plarunng Board opened a public hearing on the Site plan applica i z on 1 ff SIGNPOST I / O p o 27 EXISTS POLE( I E public hearing to 1/26/2016 when it was closed, A5 22 O O p I g // m WATER StiIJI•'oFF I IN51-Al.l. EXTRA �i � c� �, / The Planning Board has reviewed the application materials Submitted by the applicant and all comment A WATER VALVE ` � CAlvE.RAS F� •.'.,Z . � EIS / / made at the public hearing and submitted in writing through and including 1/26/2016; 21 ' y� FiYDRA1JT Gid / The Planning Board determine:,§ that the application complies with the review considerations alzd standards PROPGD / LED f set forth in Article 9 of the Zoning Ordinance for Site Plan approval, � 99 .It / / l'IOTION TO APPROVE SITE PLAN 59-2015 STENVART°S SHOPS CORP., Introduced by Paul GA1 Pr-pe �n r��J / �/ / Schon2wolf who,moved for its adoption,seconded by David Deeb: Gp3 STORM WATER 19 CATCH PA51N 4 2r 6mopr GAh AS IJ AQ l Per the draft provided by staff conditioned upon the following conditions: ®-" PROP05ED LIGHT POLE / / �' � A'PVG—'"� /�/ � / �� I 1) Waivers request granted: l8 IRRIGATION Go• SANITARY UFANOI f 4 // / f 2 Adherence to the sterns outlined in the follow-upsetter sent with this resolution. - ��k 4 // / / I i I a)_ The limits ofelearing will constitute ano-cut buffer zone, orange construction fencing shall - e5TORMWATER FLOW DIRECTION 't Development staff, `�`` " rr l l be installed around these areas and field verified b} Community p . , ............................................................. PAVEMENT GRADE i3REAK / oa1w ' b} Department nif lt applicable,the ?it reN ile<vSapproval,ewer �peniiirttilig arzdlan niuspest etion,bmitted to the Wastewater � / c If curb cuts are being added or changed a drivewa ermit is re uired. A buildin-permit will not be EXGt•4nIJGE -� / ) l p q � �� ---------- DRAINAGE LINE / I5 GONG. PAP �; / issued until the approved driveway permit has been provided to the Plaruzing Office; W I" TYPE K WATER Qs PARItCOW�iN ePAcES , . LATERAL S o LED WALL MOLNrW .Q / . / UGHfW (6 TOTAL) -- h„WG EWER LATERAL / a) If application was referred to engineering then Engineet ng sign-off required prior to signature of ` —I-- ti�.,0 �i � / Zoning Administrator of the approved plans; — l k' I 1 ARD ( A'f'�/G �- b} If required,the applicant must submit a copy of the following to the Town: LE/Uraft "ICN /:' AND ELFGTRIG G(.fiIDIJIT ��• �) 2 �.1=EVt`.; `� / a. The project NOI(Notice of Intent)for coverage under the current"NYSDEC SPDES General 3 1 A - PRGPOEED /:`. /� / Permit Brom Construction Activity”prior to the start of any site work. 5x5' GONG. PAD a/ S I" WATER SERVICE �� / I ` b. The project NOT(Notice of Termination)upon completion of the project; to ELEVATION CONTOUR FOR FRf7�R 0 I 5 P� O EXISTING SERVICE / .. ,n / c. The applicant must maintain on their project site,for review by staff- ----- + UE — UNDERGROUt`1D ELECTRIC CaAIRE60OR l �`' //r' i i. The approved final plans that have been stamped by the Town Zoning Administrator. �IOR / I INSTALL EXTRA �: / r (,NIG TA1jLE 1 ,, QTS FOR � q These plans must include the project SWPPP(Storm Water Pollution Prevention Plan) E- UNDERGROUND GAS LINE iGE GI ST I `-,� -- (TW.) CAMERAS• :: .. / / / when such a pian was prepared and approved; .. / 1 I if . // F. ii. The project NOI and proof of coverage under the current NYSDEC SPDES General , / I / Permit,or an individual SPDES permit issued for the project if required. MACADAM r J` - TER . PARKING AREA II AIR MAGHIt� , �® I„ �K GGPPfR WA ' ��' / / ) Pp P P l P' jy • � �' , c Final a roved inns,in con Nance with the Site P1aIl must be submitted to the Colnlnunit 8x8' GONG. / I L.P. _ �/ / Development Department before any fttrther review by the Zoning Administrator or Building and •- DELIVPRY PAD i I _ ;N I ; Codes personnel; _ - L I ! ® l I I ,1 I _ r d) The applicant must meet with Staff after approval and prior to issuance of Building Permit 1 I y ,I �8-- and/or the beginning of any site work; -k n 1 / /' EX. Gt, p EX. G6 ,,,�,�.' e) ,Subsequent issuance of further permits,including building permits is dependent on compliance with ' J '_, `\� r DI , ! l �O TF=525 915 TP=5 1 I1 i t ,' l �� I II I 7 / INV=�O. / INV=521.38 this and all other conditions of this resolution; ,' f) As-built plans to,certify that the site plan is developed according to the approved plans to be provided �: _ - EXTERIOR / 1, r� / I I l i prior to issuance of the certificate of occupancy. - `' pC l ��` I^ V/ Q 1 I I R t�' / / 6j Resolution to be placed on final plans in its entirety and legible. " I � I I 50FFIT LIGHTING 121-3 TRN46FER 1 k ( / $ (S TOTAL) / � � � � -.. - a SWITCH Aft / �.... _ -:- t ELEG. Il(j / T I A„ p5g1—W I. // / / l ;r ' - Duty adopted this 26'h day of January,2016,by the following vote: .. - METER / 1 �n � � NI 9 ' LP I - � �I / / I - _ - . AYES. Mr.Deeb,Ntr. Schonewoif,yls.White; Vh.i4lagowan Mr.Ferone,Mr.Traver,Mr.Hunsinger -Z5 1�1 ' P �' r r l ' I_ \ r 1 GONG. PPD I MER P. / - . :; FETJGE EIJGLOC-a REC] e 1 _ I 10 °- - v 1 I APICIN6 ACES / / NOES NONE • , 1 1-,, I .11 `` j II PATIO ., :::::::: _:. GUJGIzETE I ,� - .r � w/PICNIC rAGLEs cG - ` - • .:. I - I 1 1 / II �/ / A l I ' I 76' / l I '-4 / }' U.F_ANGUf' I sNoW STORMe AREA, 1. , `'`�� 'I I I ADDInONAL SNOW ro l l - i - I i I I L � � I "�-u/ r _ t / 5x6' GIdJG. PAD- _ t - -... FOR GOA.ER / S ,,Pt=W� CONCRETE i I Z GGtvIPRESSOR , - z�J � � -- I � I _ ; / — M p��y�/y�� t/tAW "� - . - LATERAL DHCE RACK - — ,- _ 5DR' q1 / / - - . _ PRGPO D - t, °i - . - 1E U R — / / --�. - VALVE - . V / . �� ,:'?V.-11 . - ' - P - i T PROPOSED- S S s / 1 . - �� 6aNOFE7E Y SENIOR SERVICE Iwo / % 'I I - _ - . . - �- EXI5TINO SERVICE . �-i ' W i _ - - -"_l—^ / 1 - _ - .., „ �TA_IN1NG FiJ - n Y GGTJGRES GST i �! - RETE 51DEW �__� - ` � Atte I GONGfl. 1., `; / I . - PARKING AREA - - . - - - I , i {� . - - - - - - . - - - - -- , .. - - --- : I 11 _ - - - - 1� . . - / // ; � �� I I — 4 ,P'' :'dam - - � . . " -I -.1. I - I I r � -- �.11 - . - - - - 1. ., ,��s. I — - � - . � ... � � 7� � . .� -- .t . . , � I I I I -, I I , � I I I I�.I - - - . . � _ - _ . - - - - a' `, '.jti 4 .ria, . - - - - - - r. - ' ' _ - - - - - - - �:t ga ", q . . . . . . : N '. - - - � '° - - t - - - - _ - , w "y,ri " w:u D°p as - - - - - � - - - TOM OF. QUEENSPURY I _ Q. ,. '' s , . ' ' �., WARREN COUNTY PARCEL 288.00—I-5A' - . IL i , ` J' - : �1 . 1 EXISTING PROPOSED - I - a . b I MINIMUM LOT.AREA 43,5(,0 SCS. FT. (I ACRES) 31,479.(,0 SQ. FT. (0.723 ACRES) . 31,479.(,0 SQ. fr. (0.723 ACRES) "�I » t;"�t}fit � '�° . SURVEY NOTE-�: MINIMUM LOT WIDTf1 150 FEET 175 FEET 175 FEET I ,� ,a: t dl MINIMUM ROAD FRONTAGE 50 FEET 175 FEET 175 FEET 11 _, y - �( I ,,• 1. DEED REFERENCE: CHAMPLAIN OIL COMPANY, INC. TO 5ANDRI REALTY, INC., PATER MAY 23, MINIMUM.LOT DEPTH 200.FEET 153 FEET 153 FEET . I _ N T E 5 GFFIGE ON AA!E 2 2000 IN BOOK MINIMUM PERCENT PERMEABLE 30% 24% IIS `', STS tux , �31.eREVIATIaN No. WA GL RK THE WARREN COUNTY D EDI E 2000 AN G N RE ORD 1167 GF DEEDS AT PAGE 109. FRONT 6LD�� 5ETl3AGK (EAST} 75 FEET 7A FEET 7(, FEET - - SIDE NLD6 SM5AGK (NORTH) 20 FEET MIN, SLN 50 FEET h7 FEET 19L4 FEET LAKE aEOROE 0-LE•T6 L&� . - 45t5 2. MAP REFERENCE: 'MAP OF PART OF LAND5 OF HALF-WAY GA131N5, INC.", DATED FEBRUARY 4, 51PE 13LPO 5ETi3AGK SOUTH) 20 FEET MIN, SIMM 50 FEET 92 FEET 10 FEET _ - - - 1972 AND REVISED ON AUGUST 8, 1977 15Y COULTER & MCGORMAGK AND RECORDED IN THE : - REAR POO 5ETl3Af tC((WEST 25 FEET •„ 3(, FEET 2l FEET r WARREN GGUNTY CLERK'S OFFICE ON SEPTEMP�ER 9, 1983. _ . FRONT CANOPY SETpAGK (EAST) 75 FEET 11 FEET 23 FEET OF NISF `� r SII1 !O,-Arm 5IPE CANOPY 5ETf5AGK (NORTH) 20 FEET MIN, SUM 50 FEET 74 FEET 47 FEET �/ Q, 3. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF AN UP-TO-0ATE A STRAGT GF TITLE 51PF CANOPY SETPAGK (5OUTH) 20 FEET MIN,- SUM 50 FEET T! FEET III FEET / �GpWI�! k/� I�� U� �OU�� _:9 _ LAr\E OE0R�EJ N 1 I�v45 AND 15 THEREFORE 5UI3 GT TO ANY AND ALL RIGHT-OF-WAY AND/OR EASEMENTS Oi REAR CANOPY 5ETf5ACK (WEST) 25 FEET 83 FEET . 51 FEET ff� ' ' " - REGORD, PARTIGIJLARLY FOR UNDERGROUND UTILITIES. - r C °, 13UILDINC� HEIGHT SIO FEET - 23.5 FEET sc O - I � ? ` a -_ BUILDING SIGN - 19 10 Sq. fr. Fes+. r- � _;-0 , a 4. HIGHWAY i3GUNDARIEs ARE SHOWN AS THEY APPEAR ON MAP NO. 199, PARCEL NO. 245 POR CANOPY SIGN - - �> °.` ( j 1` w �I�TE N� R�UI�I�� A DRAWN i�Y. GP GLENS FALLS - LAKE GEORGE STATE HIGHWAY NO. 417, GHAMPLAIN OIL COMPANY, INC. _ 2 @ 14 SCS. FT. EA. �'{'�'� 5 G 5 G I Cal 58 5 .-FT. EA. ttt �L L., u 1 9/29/15 1 SNOVV STOR 1�� W V��(� (REPUTED OWNER), DATED dJNE 8, 1998 �Y THE NEW YORK STATE DEPARTMENT GF FREE TANDIN I N1. 1. 5 - = < t - SCALE. I,, 2Q Q TRANSPORTATION. NOTICE OF APPROPRIATION WAS RECORDED 1N THE WARREN COUNTY PARKING VI O-2(, SPACES 28 SPACES ZN T "`"� - Il/25j;5 2_ ELIMINATED 1 PARKING SPACE ' �� 1/21/16 - 3 61KE RACK SEWER 6ACKWArER.VALVE / -•. R o ori e DATE 8 ►� . CLERK'S OFFICE IN ROOK 1072 OF DEEDS AT PAGE 178. I - 5 G I ,off -.1 U9 G� 2/29/16 h PERC TEST 0c,ATiGN & PATA - - T OSED f .. 5. ELEVATIONS SHOWN HEREON HAVE PEEN DETERMINED WITH RESPECT TO AN A55UMED EXI IN PROP 501E DATA: ` © SS10�� 51TE USAGE DATA SITE 115AC DATA '-_=�,.®.�\ ;, - j �I .1 " VERTICAL DATUM. GREENSPAGE 7,(,06 5G(. FT. 2�4o GREENSPAGE _ 3,513 5(�. FT. j1% SOIL DATA OY�TAINL°P f5Y II DRAWING NO. , ]BUILDING 2,066 Sly. FT. 7n; 13UILDiNG 3,897 5(Z. FT. ►3% STEWART'S SHOPS CORP. 2/9/1(, ,1 - � 11 P.O. ,l3GX 435 GONGRETE 2,878 5Q. FT. 99 CONCRETE (,,385 562. FT. 207 PI SARATOC�A_SPRINGS, .NY 1286(, �J-—2 PAVEMENT 18,930 5(�. 1 f. 6G,io PAVEMENT 17,685 S FT. . :5(,� STA131LIZED RATE - 124 INCHES/HOUR § F Q �. aTEL. (518}581-1200 FAX (518}581-12� + r i , .�� I I - � - � �) ALTERATIONS r0 Tt11S DOGI,MENT @Y ON tER THAN AN :(.TITLE AUFtiMPAFI LICENSED PROFESSIONAL ENCPINEER 15 ILLEGAL �� I H -) N. , I . I . .. I I i .10 '' :� - -- I I �., � I I r `�L�� qTE EDUGATIGN LAW AND A VIOLATION GE THE NEW YORK 5f ♦ „ S OEM EXISTING - - - - PROPERTY LINE SAN --- SANITARY `EWER LINE OVERBEAR WIRE OS O GUY WIRE MACADAM Q� UTILITY POLE PARKINe AREA �S SEWER MANHOLE ® IRON PIN EPS MONITORING WELL EP6' SiM11.., LIGHT POLE 526.53 w A2�Nr -- 01 CATCH BASINS -71 / cc EP7.96- -0-0- RAIL PENCE ` \ " e CC.93 � -loo ELEVATION CONTGiJFZ Q n SIGNPOST -*(!f WATER SHUTOFF - / - CC8.42, � - �° 9e - 526.57EP - �a WATER VALVE sz7.8z Sz6.36 (/52.59 / -�+ \ cc - - ,S,YQ rIYPRANr - - EP 525.57 / IO=iL..l� 526.23 EP v=q.._V / 527.79 t�/ EP - 528,78 / CC E2P6.11 525.72 / pROP05ED v1M3-F� PROP v Gam' 525.90'b2aaolP / EP EP � STORM WATER WTFft6.� cavER CATCH 15ASIN 527.00 - - - 528.05 •\ Zk 't.DPE ` LP PROPOSED LIC*f POLE / 527.80- I AT -40% Q / �MW G4 coo SANITARYGLEANOUC26.zt 527.26 c - � SfORMWATER FLUW DIRECTION ,tCC rRGPGSED 525.69 / IV-w EP ............................................................. _ - " 526.72 AT I w //� EP5.59£ / PAVEMENT GRADE BRFEAK ' ' )/ - d - / ., �'` 526.47 / -- 525. 3 / - PRGPG. GG2 527.00 i EP / 1 DRAINAGE LINE Tf-_"5p l Z INV�1Lh1( �� PR(XOD _ 526.00 EP 525.36 O - g!3-I2"f'tDP� Q ` 525.92 _ EP i - (" TYPE K WATER _ ! LATERAL ? _ cc.s0 AT -1.6% 0,. PVG _ EP / _ CANOPY DRAIN PRfJP05ED S r AT 40% CC.21 O 55.68...' EP5.35 4TVG SEWER LATERAL PROPPSPv vVv2 AT -1 6" PVG W/SOLID COVER LEAKrr DRAIN - _ r�7.�s /�° UNDERGROUND Z1°LEPHONE PRDP05ED DW1 528.48 AT -ID% INV��L3.'J8 ' / 625 58 EP •...6•..... / 527.48 X13' W"vm AND ELECTRIC CONDUIT W/wLp GOVF� E25w86 c / pRq�O p AT 40% PROPOSED ,� 7Fj11895 5d-I2'tIDPE 14-12 i 'E PROPOSED G$5 IOc' - ELEVATION GOrffOUR INV�62A 8 O (7 AT 2.5% AT -40% :TF•-25.73 PRCPGSED / _ s _ _r,,F' INV�11259 PI 0 / PROPOSED Gpb - 29'-12'?iDPE - (( UNDERGROUND ELECTRIC AT -Io% / // / sz7.ss ✓ I52 /: OSE 1 \ 1 - ESW 19=YL'1 DPE / - - r 527.84 - UNDERGROUND GAS LINE / l k' DOWN ESW -k" PVG Ar / SPOUT / `` PRAIN � - MACADAM r_If AT -1.0% /52541- . PARKING AREA I / ATER SERVICE yJ / COPPER 525.�V HVAC ^-rte` W - ESW84/ PROPGSED 01I l o DRAIN / \ EPs.s7 Tr=%7407 527.48 \ 525.it I W=K4.67 527.67 527.94 / / �'" �~ 527.98 CC TEP - - EP cc ��5`1.7 ESW - ---- - - -. - 4 Dr 7 / L _1�'; \ Ezca.to / SPGtlf / q EX. GB EX. G6 _ TF=52508 TF=52h.80 ; 527.9 - - / CC 528.10 CC k„ PVC _ r / O EP.99 HVACl� ©' DRAM - f PVG •••• %... 528.10 an \- -- / DRAIN / / / "Y \ `` U s )/ / , _V_7 / AT -L0% & � y l - l / 'rl l; it PvG \� / 501E DATA: P.50 4DRAN os / SOIL DATA OBTAINED BY -' - E ' vOWp EN~ ```r ! AT -1.0% - - 5Z6P\$ ` / s 5TEWART'� 5110P5 CORP. 2/9/16 sPa�r 1`- - - - / /527.98 - EP 76 527,62 \ / / Esq 526.66 a, \ PI STAf5ILIZED RATE - 174 INCHES/HOUR EP fy CC.62 526.87 527.74 i}" jI(/+/V(•J y EP \ aW r s`` SPOUT / (//J/7!/��/////7 525.69 5P 527.01 .1 W EP SW 525.59 In s2o / sws7 528.10 Q E /s 526.91 sw �_ STORMWATER NOTES: -- / / _ �2 s _ EX15TINC� ONSITE DRYWELLS ARE NOT �JUITAPL FOR SrORMWATER K 5w- j7.83 \ MANAG6�ENT. EXISTING DRYWELLS WILL BE REMOVED AND (,AT(H BASINS AND DZYWELLS WILL BEIN TALLER ANP PIPED WITH ANOVERFLOW INTO _ s27\04 THE NYttVOT DRAINAGE SYSTEM. - - / 2093 (i01`1�iRCTE 9W.92 526.81 - sW - g ;r s ¢GTc Rpl./,P yy{oD s , RETE SIDEWALK tt MACADAM PARKING AREA A. 04 I _ I - y 6 1 .� 'p 1. ` - M nt SIVEY NOTES: s � : � ` 1. DEED REFERENCE: GHAMPLAIN OIL COMPANY, INC. TO SANPRI REALTY, INC., DATED MAY 23, s ., 2000 AND RECORDED IN THE WARREN COUNTY GLERK'5 OFFICE ON JUNE 2, 2000 IN BOOK 117 OF DEEDS AT PAGE 109. , $TG N�t A REVIATIGN & NO. i ,a . LAKE C��OfZC� OUrLETs - LaO� - -455 2. MAP REFERENCE: „MAP GF PART OF LANDS GF HALF-WAY CABINS, INC.", DATED FEBRUARY 4, 1972 ANP RE*3EP ON AU0IJST S, 1977 BY 60JI--.TER & MGGORMAGK AND RECORDED IN THE WARREN COUNTY CLERK'S OFFICE ON SEPTEMBER 9, 1983. ' " 0 . gy SITE LOCATION 3. TH15 5URVEY WAS PREPARED WITHOUT BENEFIT OF AN LP-TO-DATE AfiSTRAGT OF TITLE , �'' - ,WIN ''O s 1 -33 Us OUTS . 9 LAKE OEOROE, NY 12545 AND IS THEREFORE SUBJECT TO ANY AND ALL R16HT-OF-WAY AND/OR EASEMENTS OF '��\. K/� REGORP, PARTIGLLARLY FOR UNPEROROUNP UTILITIES. 4. HIGHWAY BOUNDARIES ARE SHOWN AS THEY APPEAR ON MAP NO. 199, PARCEL NO. 2A5 FORr PATE NO. REVISIONS DRAWN f5Y: 6P GLENS FALLS - LAKE 6EOROE STATE HIGHWAY NO. 417, GHAMPLAIN OIL COMPANY, INC,. F iy n a l� 5/29/15 6FORMWATER. NOTEcstmants (REPUTED OWNER), PATER JUNE 8, 1995 BY THE NEW YORK STATE DEPARTMENT OF �u<' �� I m i r-- SCALE- .- - � _ � IO/22/f 5 2 ADDED 3 DRYkY:ELLS TRANSPORTATION. NOTICE Of APPROPRIATION WA5 RECORDED IN THE WARREN COUNTYN� 5 0 <15 6 �CT' 2/23/16 3 PERG rEsr DATA & LOCATION DATE: CLERKS OFFICE IN BOOK 1072 OF DEEDS AT PAGE 175. O � �. . 9109 4, 5. ELG EVATIN5 SHOWN HEREON HAVE BEEN DETERMINED WITH RESPECT TO AN A55UMED ^��f T ,S�Or�� VERTICAL DATLM. ��". DRAWINCe NO, P.O. BOX 435 SARATOCVA"5PRINe6, NY 128GG -3 • " � "+ , ; .. . i_- +TEL: 5f8)581-I200 = FAX ALTERATIONS TO THIS P06WENT 15Y OTHER THAN AN TITLE: /��.:jam-Q'- )-I - �i� - AUTHORIZED LICENSED PROI=E5SIONAL ENGINEER IS ILLEGAL JI\, `J/FNS/ PLAN YORK STATE EDUCATION LAW AND A VIOLA 1 TION OF THE NEW .... PLMT u5r A15RV i"OTANIGAL NAME GAMMON NAME_ QTY 517E SPAMNe AR AGER RUfRUM RED MAPLE 4 3" GAL. AS SHOWN 3 i) hS HEMEROGALLIS 'STELLA PE ORO' DAYLILY —. STELLA PE ORO ' 58 2 &AL. AS SHOWN RP RLV�C IA FUL6IDA ftAGK—EYED SUSAN 45 2 6AL. I AS SHOWN Z EP EGtiWAGEA PURPUREA 'RUBY STAR' GONEPLOWER _ PURPLE 9 7 6AL. AS SHOWN PF PENNISETUM PICA-ET GRASS — PIGLET FOUNTAIN 14 3 GAL. ( AS SHOWN SN SALVIA NEMOROSA 'MAINAGIIT" SALVIA — MAY NIGHT 30 2 GAL. AS SHOWN II S6 5PIRAEA 6OLPMOUND 6OLDMOUND SPIREA 5 + 1-C-18" AS SHOWN Sd SPIRAEA JAPONICA LITTLE PRINCESS SPIREA 8 I4"-18" AS SHOWN �T MRrERIS Tf1UNP�ER611 RED LEAF i,AR5ERRY + 3 18—Z�t I AS SHOWN PARKING AREA 1 � � EA EUONYMUS ALATUS 'COMPAGTUS` 13URNIN6 13USt1 GOIviPAGTA f 3 � 2�}"—�O" � A5 SHOWN LOS Ff RPpff s ,�. / 20 5N WleATlarr v s _ its _ AREA W V #/ PARCIN6 O 2 / " SN ''N i i lx �/ J�x I anEp RIF / / • RF z a' �i 5 / } ehe) / y AR 1' 4 x IQ A �T h 5 IGR (11AI/i�` CONCRETE SIDEWALK/ / 4 } ,` - MA/,fin^AI PARKING AREA - 9' 2 p 1 STGRc' Nr ,AREVIATION & NO. LAKE aEOR&E OUTLET-6 LC�� - A S� S` NEW/ o SIM LOGATIGN I�33 US ROUTE LKE OEORCDE, NY 12-545 u� = illY Ifl yg, DATA NO. REVISIONS , DRAWN f5Y: GP SCALE:tewmt ( . DATE�A ��109Q s o- i � ) ss I P.O. :SOX.�k35 DRAYVINC� NO - SA NY 128�G RATO6A SPRINC�S, + 81-1? 9 rE�: (�i8�gi-IzoO` FAx _(5I8� ALTERATIGNS TO THIS DOGLMENT 6Y 6f=-R THAN ANAUrMTITLE " IIOLATIONER OF THE 5TI A AND AVEDUGATION LAW LAN_ P✓VAI (N�/ PLAN , � s I Calculation Summary 11 I Label 11 Units Avg Max Mitt_ I Avg/Min Max/Min I ENTIRE SITE II Fc 2.03 28.5 O.Q I N.A. N.A. . GAS CANOPY - II Fc 20.75 28.5 12,x. 1 1.67 2.30 I PARKING LOT 11 Fc 2.61 10.4 0.1 1 26.10 104.00 1 . ARE-EDG-3M-®A CAN-304-PS-RSSIDEWALKS l Fc 7.22 11.5 3.8 11.90 3.03 Cree Edge'"'Area Luminaire-Type III Medium-Direct Arm Mount 304 Series'"'Canopy Luminaire-Petroleum Symmetric-Recessed Mount for Single Skin Canopies - - �' Product Description ,-.� Product Description Luminaire Schedule 11 I 3^= =`` Luminaire housing is constructed from rugged die cast aluminum components. Symb01 Qty Label I Arrangement Total Lamp Lumens LLF Description Slim,low profile design minimizes wind load requirements.Luminaire sides are rugged i',= �,,_..,- �-,!1:- cast aluminum with integral,weathertight LED driver compartments and high A'I LED driver is mounted in a sealed weathertight center chamber that allows for performance aluminum heat sinks.Convenient,interlocking mounting method. # access from below the fixture. Luminaire housing incorporates integral high ' ® 8 SOFFIT LIGHT SINGLE N.A. 1.000 SFT-227-5M-RM-03-D-UL-525 Mounting housing is rugged die cast aluminum and mounts to 3-6"(76-152mm) w�lr9rt ,I performance heatsink fins specifically designed for LED canopy application. square or round pole.Luminaire is secured by two 5/16-18 UNC bolts spaced on Luminaire mounts directly to the canopy deck and is secured in place with .' r- 5 �� POLE LIGHT SINGLE N.A. 1.000 ARE-EDG-3M-DA-06-D-UL-700 die-cast aluminum trim frame.Luminaire housing is provided with factory " tee 16 11 CANOPY LIGHT I SINGLE I N.A. 1.000 CAN-304-PS-RS-06-D-UL-525 2"(Slmm)centers. •w applied foam gasket and provides for a watertight seal between luminaire y � -' � �., I ❑ ( 6 I� WALL LIGHT ( SINGLE N.A. 1.000 SEC-EDG-3M-WM-04-D-UL-525 I` housing and canopy deck.Integral junction box allows ease of installation `, �, Performance Summary need to open luminaire.Suitable for use in single skin canopies with �,,-- va ' .-_- without ' k,,*,, 16"(406 mm)wide panels.See 227 Series for canopies using 12"(305mm) '.' .=,'_"'' ° '' Utilizes BetaLED'"Technology 'R `'�' ', _ fi r deck sections.Designed for canopies of 19-22 gauge(maximum 0.040" Patented NanoOpti0 Product Technology I � I Cl mm]thickness), 27.1" I - Made in the U.S.A.of U.S.and imported parts I (688mm) I , Performance Summary + + + + + + + + + + + + CRI:Minimum 70 CRI I - G ?' 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 CCT:5700K(+/-SOOK)Standard,4000K(+j-300K) 18.1' _ Utilizes BetaLED1 Technology . (460mm, � t^�.;-Optional Photocell Limited Warrantyt:10 years on luminaire/10 years on Colorfast DeltaGuarda finish 9.0" ° Receptacle Location Patented NanoOptic"Product Technology (229mm)" 14"SQ + + + + + + I + + + + + + + + + + Made in the U.S.A.of U.S.and imported parts �i �'.?" ®® (356mm) 0.1 Q.1 0,2 0.4 0.6 0, 1.2 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 EPA and Weight:Reference EPA and Weight spec sheet _ / Convenient, is is I ll 2.1" y Interlocking CRI:Minimum 70 CRI y (53mm)( {--,le Mounting CCT:5700K.(+/-500K).Standard,4000K(+/=300K) - - Y CI f�(--I UJ Method Limited Accessories ��„A„ t• ,-� • 0.1 0.2 0.4 0.9 +- 3 2.�Q 2.9 2.3 1.1 0.7 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 3.9" d Warranty.10 years on luminaire/10 years on Colorfast DeltaGuard3 finish i ( ) 99mm ., _- i. I it _ 1-1 Iar_„- ."r r -,�`, . .. - ,� -, `x ., ..,>. .. ..,;- .- .. _ _ 2.2" - , I + + + + + + I it + + + + + + + + + + + + + + + + + XA-BRDSPK LEAD count L 56mm) _ 0.1 0.1 0.3 0. 1._ 2.4 �. 1.9 1.5 1.2 1.2 1.7 1.3 0.6 0.3 0.2 0.1 0.1 0:1 / 0.1 0.1 0.0 0.0 0.0 Dim. A_ Bird Spikes (x10) 8.7"' II � 1 04 123"(306mm) I (220mm) i IJ �' 1. 06 14.1"(357mm) I 9.6 a. _ 1 R�r�J"! w 1 08 16.1"(408mm) (244mm) + / i �` + + 1 10 is.t"(459mm> -a% : 0.1 0.2 0.3 0 7 1 3 2.9 9 4 �� 9 Z. 2 8 3.6 2.5 1.1 0. 0.4 0.3 0.3 0.1 0.1 0.0 0.0 1 12 201"(510mm) I � I 1 14 22.1"(560mm) I J O �/ 1 16 24.1"(611mm) I ? + + + + + ( � +\ + Q + + + + + + + +0 + + + 20 28.1"(713mm) I U U 56mm) ` -- - 0.1 0.2 0.3 0.5 0 1.9 3''. j /\D=` �5 4 3.4 4.0 y-�.0 1.3 0.9 0.8 0. 0.7 0�/4 U.2 0.1 0.0 1 24 32.1"(814mm) I hnit- 8,7„ I / \ // Ordering Information (228 _� I / +O(O c� // Example:ARE EDG 3M DA 04 E UL SV 350 OPTIONS 9.6" 0_.1 _ 0.1 0.2 0.3 / 0.4 0.7 1. I \1.6 O 1�.tS @ 11. 2.1 2.7 4•5 4.6 4.5 2•5 1. 1.6 + 6 2. 2. A.9 0.4 0.2 +0.1 ARE-EDG 3M DA E _ , Y C24I 11 �mm) / r� ' -- t, - l� +tr"tr]t,-7 , i 31 _3 i fir' 1_ d#$si' l"f� 3 T fi? tfi I Ao .r"ItMi`'t' , !>� s ) a y ,_,: k,.;;_��'.:;;;,,,; + + + + + + + + + + + + + F + + + + + + + + + + e.. --, -.- .u,-: - 0 0 0 1 0 0 3 1 1 2 1 6 1. c °w-• ry-=< -' = - Ordering Information 0:0 0. 0.2 0.4 .1 2.U 9 3.0 3.7 2.7 2,1 2. 2. 3`�3. 3 1.4 8 0 3 0.1 ARE-EDfi, 94� VA 04 E UL SV 350' 40K 4000K Color Temperature Example:CAN-304-PS-RS-04-E-UL-SV-350-OPTIONS Type III DlrectArm 06 Universal Silver(Standard) 350mA -Colortemperatureperlurninaire / Medium 08 120-277V BK 525" DIM 0-10VDimming CAN-304 PS RS E / hers .Y';. :.:F ,,�- g'• a - r a- r ._s _Y1,'„ + + + + + + + + + + + + r + + + + + + + + + 10 UH Black 525mA Control by of v ,:., r - - s , z,-� - - ,, 0 0 0.0 0 .1 1 0.3 2.8 2 7.9 5.7 4 1. 1.7 1 9 3.L 8 5 3 / 2.3 /1,2 0.5 . £,.,_ n,: . # �':.�� i _..„ 0. 0.1 0 3. 2.0 6 3 ,f . 12 Universal BZ, 700- Refer to dimming spec sheet for details ,{p y -: y.`f s';.','.y;', , ;°jq - :? y{ LtT lit r ( � a " '"_ fir' �'d'l „"'', --'-,�I 9 -_�i�- v )..,.9,• �, ,.mss x -r- *9 J � 1 , 'Y =' `,n> ?_'- i 14 347-480V Bronze 700mA -Can't exceed specified drive current r 1= _+n ;r _-z, ,,_ y4 - a "lr�{ t %- - - / �� 16 34 PB f FuseN.-x o .. - _ _ .._- : 4_. _ _ _ : _ .. z ! i l 4 S R5 04 _E U6' WH 700' u 40K 4000K Color Tem erature - + + + + + + + + ' + + + + + + + + + + '/ + + + 20 347V Platinum Bronze -When code dictates fusing,use time delay fuse CAN-30 P. , p 24 WH -NotavatlablewithallMLoptions.Refer to - Petroleum Recessed 06. Universal White 700mA -Colortemperatureperluminaire 0.0 0.0 0.1 0.1 0.1 .1 0.1 0.7 4.5 6.7 .9 21.5 1 9.6 6.7 ' 4.0 2.2 2.-3 3.8 4.4 .6 2. 1.2 0.5 White ML spec sheet for availability with ML options Symmetric Single 120-277V (Standard) 525 DIM 0-10V Dimming / I / / / I HLHi/Low(175/350/525 Dual Circuit input) - Skin UH SV 525mA -Controlbyothers I) -RefertoMLspecsheetfordetails Universal -Silver 350 -Refer to dimming spec sheet for availability and + + + + + + + + + € + + + } + + + + + + / + + + + + -SensorriotIncluded g 347-48oV BK 35omA additional information 0.Q 0.1 0,1 0.1 0. 0.1 0.1 0.9 5.4 16.1 2 6.4 25.9 27.2 24.0 20 4 5.5 1,9 1.� 2.1 2.0 1 4 0. 0.4 P Photocell ,, Black -Can't exceed specified drive current -Not available with all ML options.Refer to BZ F Fuse ML spec sheet for availability with ML options Bronze When code dictates fusing use tune delay fuse Must specify voltage other than UH PB Not available with all multi-level options.Refer to + + + + +. + + + + + + + + r + + + + + + + + R NEMA Photocell Receptacle Platinum multi-level spec sheet for availability and 0.0 0,l 0.1 0. 0 2 0.2 0.2 0.2 0. 2.2 5.7 10.4 4 4 23.1 25.1 9 5 7.0 1.5 .5 0.7 0.6 C/.5 -NotavatlablewithallMLoptions.Refer to Bronze additional information I MLspecsheetfor availability with MLoptions '+ ML Multi-Level - / if -Photocell b others i -Refer to multi-level spec sheet for availability and + + + + + + + + } + + + + + + + + + + + / + /+ y 0.0 0.1 0.2 .4 0.6 0.7 0.6 0.3 0,.3 0.3 0.6 1.6 3.5 5.6 9.5 1 . 1 . 4.0 4.5 0 8 0. .3 0.3 0.3 0.3 ML Multi-Level additional information . {IE -Refer to ML spec sheet for details / - t See www.cree.coin/lighting/products/warranty for warranty terms. + See www.cree.com/lighting/produdsJwarrantyfor warranty terms );(48"[7,219mm]luminaire to luminaire,24"[610mm]luminaire to side wall,6"[152mm] Requires marked spacing 48"(1,219mm)x 24"(610mm)x 3"(76mm above luminaire. + + + + / + + + + + + + + + + + + + + + + + + + + 'Available on luminaires with 60-240 LEDs. _ .� - j 0.1 0.1 0.3 0.7 / 1.7 2.6 2.6 1.6 0.7 0.6 0.5 0.4 0.5 1.2 2.9 4.3 4.4 2,5 /O. 4 Q.3 0. Q.2/ 0.2 '"Available on luminaires with 40-160 LEDs. -Available on luminaires with 40-60 LEDs. - - - i i / /% + + + + + + + ' + + + + + + + + + + + t + + + + + ,' _- -===Z Il ', _ _- -_ - ® i O.U 0.0 0.1 0.3 1. 3.2 8. 8.0 8 1 5.9 1.3 0.8 0.5 0.6 0.9 1.4 1.7 1.8 1 3 0.9/� 0.5 .3 0/ 0.1 Will!Beta LED Rev.Date:09/27/(3 jseem � - ®Beta•LE� ut u$ Rev.Date:06/26/13 - -- - "� C US - -- - ` 4 L TECHNOLOGY - =_ _ - _ Q, ;} - PI / /l TECHNOLOGY ® �- `Zf®i� �© y www.cree,com/lighting T (800)236 6800 F (262)504-5415 F - www.cree.com/lighting T (800)236-6800 F (262)504-5415 0.0 0.1 0.1 0. .1 2.4 , Q. -10.3 1 11 6 A. 1.5 0.7 0.7 1.1 1.7 3.1 3. 3.9 2f15 1.2 / ( 3 0.0 0.1 0.2 5 1.5 3.21 6. ,, /! i y' 8'0. 4. 1 0.9 0.7 1.3 2.2 3 9 .5--. /r� 6 , 1.7/ "' / U:4 - I - - - r _ _ 7M 1! .,r, i 1 I - / l C �� "�! M�-WM A 227 Serle SIFT-227-511,111-RM-03-1C _ + + + + + / + + ! + ; ! + +: + + + + - � + + / - SEC EDG 3M/3 _ 0.0 0.1 0.2 1. ,2 .0 1.3 . --- - - -- - 3!7 i 3 8/ 4 .0 1 7 2 2 3.7 : 4. 1 3:2 1 6 0.4 cree Edge' Security Wall Pack Luminaire-Type III Medium-Wal(Mount _____. = Soffit Luminaire-Type V Medium-Recessed Mount-30 LED-IC Rated 1 11 r 0 7 9 1 1 i / -T _ - 1. / + + + + + + lr 0l ! + + + F + + + . + + + + - 0.0 0.1 0.1 , 0.3 1 0 2.4 /4 / I � 5.-2! 5.Q -. 0:9 0.7 1.5 2.5- --',3. 3. 1:8_ .2 6 ... Product Description Product Description 0 / 1 t��' ,� ! _ q , 1 1� - ! - s rugged die cast aluminum with integral, - Hi h performance energy-efficient-efficient LED down li ht,deisgbed for use in drop ! - / - Slim,low profile design.Luminaire end cap i ugg 9 _ 9 P 9Y 9 ,` (n �J I / t- 1 t / compartments and high performance aluminum heat sinks ceilings or new construction applications with 16 (406mm}to 24"(610mm) �=.1- U� � weathertight LED driver compa g p t? + + + + + ! + ! ,Q + -/ + + + F + + + + + + +' +' _ for LED applications.Housing Is rugged aluminum.Furnished on center building construction.Heavy gauge steel recessed mounting frame a - a. 0.O 0.1 0.1 0 1.1 2•2 1 � 6! 4,5 3 0.9 0.9 2. 3.7 = 5 l 7- 1.Q / 0:6 0.3 - specifically designed Pp 9 99 _ At� cl e? 2. / !�f ( / _ with low copper lightweight mounting box designed for installation over standard -_ �-> features 1-1/2"(38mm)deep aperture throat to accommodate most standard 00 - 1 1 Q / / o s) 41 e) t and mud ring single gang J Boxes.Secures to wall with four 3/16"(5mm)screws(by - ••x _� ceiling thicknesses,and a universal mounting bracket that accepts 1/2"(13mm) e o ® -- - L / l !m t\ 1 others).Conduit entry from top,bottom,sides and rear.Allows mounting for uplight _. - T S3.Y c q r � l o EMT conduit,C channel mounting bars or flat bar hangers with 5"(127mm) 7 Vie- / l(1 �/ - - - a.s - ® ;fie}. - -- - - + + + + + \ + + - +-,`' l l l or downlight.Designed and approved for easy through wiring.Includes leaf/debris vertical adjustment from either above or below the ceiling.An oversized fi a ` 1 0.0 0.1 0.2 .5 / 1.4 2:6 4� [�! .3 4.3 1.9 0.9 1,2 3. + 4 . 3.6 - 3. 1 6 0. �3 0.2 guard. junction box is listed for eight#12 AWG feed through wires. / m k / / g r ` l Z l `\ ! 1 - ~ l-� Performance Summary M - 4 Performance Summary -_ I + + + + + + # / - ! ''''I / + + + '` + + + + + . + + + + - - 0.0 0.1 0.1 0.2 0.8 1.3 .2 1.6 5 0. 0.1 Utilizes BetaLED°Technology ' Utilizes BetaLED�Technology " -__ I-- w-, I J / i K / !! _ 0. 2. 6.'5 3 5 1 5 „ 3 0 .5 3 _ -0-i �• l ! " , - . . P 9 P -- _ ,- " rated NanoO tic°Product Technology 1 + + + + + / !! + . ! _. + . + + , , a + + + ' + + Patented NanoO tic Product Technology Pate r' parts Made in the U.S A,of U.S.and im orted arts- ia,a° - I • - '13.z° 0.0 U.1 0.1 0.4 /.l 3.1 - / 7. 5.:3 ..4•,2. 1.1 , 0-:-7 1. 2.1 / 2 4 1. 0.9 /0:'3 :1 Made in the U.S.A.of U.S.and imported pat p = p - . - / - _ _ . - _ . _ . - __ _ � - , .-. ._ _ - - __ - -. . .,-__ .. [346mm] ® ,O [336mm] --_ _I _ / 1 _ -- - - `.v - - _ I 11 - 18.3" ; - I _ .- - - RI - CRI:Minimum 70 CRI I - 1.11 / t. - - CRI:Minimum 70 C (464mm) - - -- ,i, / 1�1 . 00 l� - _ /' CT:5700 + 500K Standard 40o0K +/-300K) - CCT:5700K(+/_500K)Standard,,4000K(+/ 300K) + + + + + + + + + + + + + +- + + + CCT: K( / ) ( -= - 0 0 0 1 0 1 9 6 0 7 8 ism 3 . -'- - - 0. __ . 0 S' 2 6 11 . 8 / T 8 0 '7. 1 1.5 1:3 7 0 4 0 '2 0.1 yw;# ,, rant t:10 ears on luminaire 10 ears on Colorfast DeltaGuard"finish Warrant :l0•ears on luminaire/10 years on Colorfast DettaGuard'finish+ Fixture I Dimension'A' I _ _ - Limited War -1. _ _ - .. - ,_ - 9 - _ _ ir, -"71 1. �-- _- - - - - - - [°mml 3 fz°mm] 0.0 0.0 0.1 0.1 0.5 1.0 2. 3.9 6 8 8.4 - �_8.7 'o s�� 7� 2 7 _,Q� Q,j 0.4 0.5 0.7 0.8 0 6 0.4 0 0. 0.1 A(CeSSC)r1eS a s 1.8^ I I , . q _e 11 ,r a, i f- �- - -a - # n*': _ - XA-MC30 - _ _ _ - - _ - _ I •'++t':. ;, F`�„i' /- - e'.uY -"tl�'}1°_Jr•.4at1 1 t'�}„r;'' - i''�-3" -t '} I din Cutout - - _ $ t" }, 3.. _ _.: „f.. ,y"' ''�' - -- 21'9 t' �.!` j ;-.t,,. .- ?z-., .._. ` -- .' a:_'__ is ,aa-:_,-rr. kt,'_::.-_ •- '-, .- --, k ,, -.�-._ 1 „ ' Mounting CChannel-30"(762mm)Long , - - - I!! _ '� `t9+ XA-BRDSPK C104mm) ° XA MCl4 [z49mm] 1. 0.0 0.0 0.0 0.1 0 1 0.2 • 3 0.4 013 2,1 2.9 3.'`3 2:8 " 1?4 ' 'L;0 7 0:4 0.3 U.3 0.3 0•l3 ,2 0.1 0.1 0 0 r I ' 0 a- . Mounting C Channel-14"(356mm)Long _ ixtureClearance - - ';, r' ,k� " " .->.; Bird Spikes ' XA-MC22 - r ri F - - Mounting CChannel-22"(559mm)Long - - _� - _ °t - _ "'r "-: '? [s7mm] F+ 0.0 Q.1 0.1 Q,.1 0.1 - _ 0.2 0 + + + k'I, XA-MC4 2.2" . 11 Mounting Brackets(Kit contains 4) 3k - " 0'2 Q'2 0' �_ 0�7 a 0 0.} 2 .2 - o s 0.9 4 a. + + 1 + 1 0 0 1 / o o /o.o LED Count Dim."A" Remote Motion Sensor Kit "> 6� � - _ I, } �,- (X10) ,_ - Used to control a single or series of luminaires as On/Off controller or Hi/Low controller with HL I. °f p;9mm] A% � - rl� 1 1' - r 02 9.9"(251mm) option(rated For up to 800 watts @ 120V or 1200 watts @ 277V) ! C( ! + + + F t' + + + + + r - + • ", +, "� �`' + + + + / + + xA-oristos-uwL Al 1N� 0.0 0.0 0.Q 0.0 0:0 0.0 01.1 0.1 0.2 • 0:3 ,0 2 rw" 0. ', 0.1 0.1 0.1 0.1 .0 0: 0.0 / 0.0 04 11.9"(303mm) 2.o"Max ` diJ 5 ? c du 06 13.9"(353mm) UAco2012o Uwmountin hhe9hht [°inml [389mm] �OGK �I � t ., , " / � Up to 8'(2.4m)mounting ({ATE 1. 08 15.9"(404mm) P ( ) g g " wS a - - - / XA-OMS140 UWL „ - l0 17,9"(455mm) 0.0 0.0 0.0 Oil 0,0 0.0 0.0 0.0 0.1 _ 0.:1, 0;1 0. 0 a 1 0.1 U.1 /0.0/ 0.0 ©.0 0 0. 0.0 Up to 40'(12.2m)mounting height � �_ __�� 1 w � 4: _ 12 19.9"<SOSrnm) - - - r- / / - 11 Z - Ordering information -. 11 O r 0 0.0 0.0 0'I 0 0.0 ,0.0 0.,0 Q.1 0 ? x1,0,1.w, 0. 0.0 U. 0. 0.0 /0.0 0 Example:SEC-EDG-3M-WM-02-E-UL-SV-350-OPTIONS Ik - - Jr =t I', �', _ , •'._', ti _. SEC EDG WM E i 1" " i . Ordering Information _ - Exa .. 4, mple:SFT 227 SM RM 03 D UL SV 350-OPTIONS _ - _ + + + : , e .; ; ',rt.:'-�'-u.t- ,..,.:..:...v • ,- .-.: -_ '.< :F -=. 9'^' _ 17 .rya, _ _ _ _ _ .n:;.3.€... / - _ _ y_ -„i .p. fie:"' 3 'il .. 1' rt � r / r„ ._ 0.0 $ 0:0 0.0 0:0 0.0 0.0 0.0 0 0 0 0 0 0 T',, , - 1'> - _ _ i s a _ - _ ' RM 03 D i, x M =°r 5 -227 SM 3 I''r - ; ` 'a FT x .4 a, f ril,,J r wr,- +tit " .si,, a y fi_ _ t'f S C1 rl-]` ,t !'ttlfl_ , i_- »r,_,a _ r'(... a- ,7IS.. .� _ _ _ - - - - -.til- r 4 // tz A. 5 �"s � t "-.j_ _ _ --"ate' 3a3'� - ,,_x .-9 �. ,.-". - _ L-.`. -mo=d :«.:_.•. --e. v""'�4y 5n - -`�'.Z( S � _ 1- h- �- t - -:.= 5 ..,.a. ,may a f r �- asp t_ [ =r 1 C T�7 -: xrt I YR® ^T j' er t re w. - au i SV 350 40K 4000KC p _ _ 7 ate:. z . t: `. +1. + + + 'SEC 3M Wm 02 E UL ;� �` - - c -r - c .,--i - "=,f - 3 r=x 0 9 0. 0. 0.0 0. _ 0 - _ .�.� -,.,.�-,�¢��: � •.�...�.�: ..= Fes, 0 - - erluminalre _ .: - .._ ,_ ,- .- . . . ..•_ :.--:,,.;�.�`s. r tom. _ ^�' Typelll Wall 04 Universal Silver(Standard) 350mA Cofor temperature p �,�.��;- ,, .� _ _ r __....-,a__ _ ,. ,-_ _ _ -� •. ;_ .,_ _. ,�:.,. ___._..,_va � -� ._ -,�s, .:�,.. t�� -- _s- -- �.�� bh,"n. ^��f`-">'�x�r�__,� `,, ;�: it �,�:..1 .�^ Medium 06 120-277V BK 525 DIM 0-IOVDimming r SFT.427 Shy 12M 03 D UL' WH 525 40K 4000K Cofor Temperature i o-s ":, _far ka r 3MB 08 UH Black 525mA -Controlbyothers _ Type Ill 10 Universal BZ 700" -RefertodimmingSpecsheetfordetails Type Recessed Universal White 525mA Color temperature periixture i -1 y, TIGN & NO - Medium Mount- 120-277V (Standard) (Standard) F Fuse ' I ¢ Medium 12 347-480V Bronze 700mA -Can't exceed specified drive current - V � Ll New UH SV 350 -When code dictates fusing,use time delay fuse �' SrG� �4M IA e w/BLS 34 PB F fuse Construction Universal Silver 35OmA -Not available with UL•UH,or 34 voltages es _ I a{� �i� /�D�i� T� _ �i� /� 341V Platinum Bronze Not available with UH or 34 voltages - g Vi. � '. L_/ `t \� lJl/1\lJ �� I w J� "I�� WH Not available withaflMLophons,RefertoD1Lsp�*sf 347-480V BK i', 12 Black t b ,!, r +' lI I ) - White for availability with ML options - ' PPhotocell 120V Bronze (F� E E�/V � " tc' a SITc,V/GATIGT. . v i -NotavallablewithallMLoptions.RefertoMLspec�^tt P�, '�R foravallabllityvnlhMloptions 208V PB 24 Platinum q [�K (.-�F �r{ �IY /� Mustspeafyvoltageo[herthanUN a' ;r ��VtIN k��O�! t F: (�� ✓ �lll_\� IJL-� �/ ! I V I ��"I� 240V Bronze 3 r �, �l ML Multi-Level - ii .. • Refer to ML spec Sheet for details 27 ¢ - 277V - (( . See www.cree.com/hgh6ng/Products aarrantyforwarrantyterms 34 O i i �I I- I�y W 1 - I OP Available on luminaires with 20-80 LEDs - 347V } - t i J t SATE No. REvis oNs �L � d�AwNY: Available on luminaires with 20-60 LEDs " 19 `++�':- zj "l 4sI-I - /L 1. 1y Y-fit '' k - .ry li htin for warrant terms. 48oV y 56 ALE: wvrw.cree.com/ g g v IJP X91096 y j � - - 8 DATE_ gj�l��- Allill poll ow"M BetaLED U 1 /2 - -- - -IIIIIIIII ® �� ,� ;1 � �_ % - BetaLSD U Il Rev.Date:12/20/13 ® =t I U$ ....r, Rev.Date 17/93 012 -_off M_ a am _ ES S,� i - --- TECHNOLOGY C �� US - f ! = _= = = = ®TECHNOLOGY = _- - - _ - PRAWIN0 NO. _ 'killigaii �■ !�1i �p Ilay -O _ - i -P.O. pox a� - - www.cree.com/lighting T (800)236-6800 F (262)504-5415 www.cree.com/lighting T (800)236 6800 F (262)504 5415 % s '- r✓ARAT(�C9A .SpRINC�S, N( �286w - �`5 TEL. (51881-I?oo FAx (�18�81-Izo9r i l - ALrERATIONs ro rills �octtENr 6Y am�fz rrIAN AN TITLE: -.}T I/-, PLAN es. q}�_'-_� AURIORIZED LICENSED PRG(E551GNAL EN�INt EK 15 iLLE6Al I�I I I - 1 Y lJ I :�C1I V IE±ml1GATWN LAW - L) I I� i , . -� I � . . � (� AND A V1GL.ArIGN Cr THE NEW YORK STAT,I, . ., �.,.„ ° ..", � � I I I 43.08 16.81 2.5C 34.33 33.83 -' • 0.50 I 2.47 21.50 4.87 17.67 Brenner Tank Trailer Wayne Titan feet feet Tractor Width : 8.00 Lock to Lock Time : 6.0 ! Width :8.46 Trailer Width : 8.00 Steering Angle : 40.1 Tractor Track : 8.00 Articulating Angle : 70.0 Track 8.00 : Lock to Lock Time :6.0 Trailer Track : 8.00 Steering Angle :45.0 w / / IFI / / \jo XU 3 , u ' IF i z / - z , -7- 01i fy ' a i • ` S .. T NrV� V ATfON & � I No is . AI�rRE - . h �AK� C� O#�C- OUTTLET�5 -- LOOS - X58 L S►r_ ._OGAT1a1 o' S yj y 3 ins ( - <� �3 Us f�OUT� 9 ;LAKE C��O�'C��, NY f 28q'S m DATE NO_ REVISIONS i r- r `-� 1 , DRAWN PAY: - GP SCALE: DATE: lJA 09109° ti SS��r'� P.O. 130X 435 DRAWING NO. SARATO0A 6PRINC-6, NY 12866 + �_ 881-1209` EL. '(s18�81-1200 FAX_ 51. . TITLE= (.- LAN *V _ MOORALMRP UC N6 P P D551ENT 6Y FINER 16 I AN r UGK -.ROUT ��I�I AU>t10RIZED LICENSED PIZGFESSIONAL EIVC�INEER f5 ILLEGAL EW YrRK 5 I I ON LAW AND A VIGLATION OF Tt1E N TATE EDUCATI + or PAVFD AREAS GRASS AREAS TOOLED JOINT WITH 6x(p-w2.9xw2.9 w.WF. I/4" R AND SEALER I/4'R 3" TOPSOIL AND SEED + v TYPICAL STANDARD GA5r IRON O - AND 51ZEA15T.LP WITH HOLE CAST IN CENTERTE SHAPE BY SUPPLIER PACKFILL (SEE NOTE $EL.ON) ;� a , y AL UtvilNt�A MAIJHGLE --x x °'° x= -ac=� d x- (SEE FRAME ANP GRATE TYPE FOR HOLE DIM) I I/2" TOP COURSE ASPHALT, ITEM 40Z.1281OI ° d a a a� 4 I' - 3" TYPICAL STEPS AT IZ'OG REgP 2 1/2" BINDER COURSE ASPHALT, ITEM 40215$901 ° F --- - - �� WHEN GATGti A51N I (I I I I l Ill_ I N III 1 I( I f l `III 3 1/2" 15ASE GOLRSE ASPHALT. ITEM 402.378901 , _ _ •° 3„ DEP111 EXCEEDS 5-d' t / ° o TYP ° NOTE. TO 12" SUBBASE COURSE, ITEM 304.11 i FIXEP OP"T OR PRECAST LID w- DEsau rD q z %j '�/ '// �// ��/ 'j� ° EXISTING SIDEWALMO K o16,fap0a�s) MAX AASHTO TRtXK Ail�(IMAXw- EL LOADI HOP GaRsE -4 - j '� _ 6' ITEM 4 PREMOLDED EXPANSION ,JOINT ( f 1 St"ASE FILLER AND SEALER APPR/7k 95% MODIFIED PROCTOR COMPACTED SUPGRAGF BINDER GOUR� , 2d OL- OR A5 SHOWN ON 9"A6E COMPACTED SLPORADESELT1 STAI�ARD 2m PAVEIyf�NC Il�N PLANS SELECT GRANU_AR PAPE z E=XPANSION JOINT ZONE 13AGKFILL - STORM SEWER PIPE Jif= -�y� T G GAREFULY PLACED �j: - �/` - - 517E AIS REgP 1 P (6AL P.O.T. PAVEMENT EENT 6L6iii! 1"O PR4T EGT PIPE �` � - -- � S-7 SCALE: NONE / Toa-ED JOINT Wrm 6x6-W2.9xW2.9 WWF. -- ` 51MIN WALL GR055 REFERENCE: NONE ` : :�-�- , I/�„ RAND SEALER I GIAREPUJ_Y PPLACED AND \ r TYPICAL BACKFILLED TO PROTECT PiFE i GTION >Y x -4!lMIN _� _X a ° x;Q - xTa x d x- Pd 4 d d' G C 4 / \ SAND BEDDING : s CATCH 13ASINB \� SHAPE & 517E GF UPEIIING FRAME AND COVER N0.2M6P AS '° TO MATCH FRAME & GRATE MANL�AGTURED PY SYPE NOTES: z 'a � � � �� %i: \ „ GA5TIN65 COMPANY, CICERO, NY, j\\ I/ INSIDE JOINTS NEATLY OR APPROVED EOXUAL. I. ALL CULVERT BACKFILL SHALL CONFORM TD SECTION 200 2 PORTLAND GEMENT STRUCK INT POINTED OF THE N.Y.SDO.T. STANDARD SPELIFIGATIONS. c+ 3" TYPICAL MORTAR PARGET OUTSIDE GOMPAGT' 6" LIFTS MAX. 6" ITEM 4 - TO BE LrED AT END OF I FINISHED GRADE GRADE ADJUSTMENT 2; ALL EXCAVATION ANP TRENCHING SHALL MEET OSHA A SUBBASE WORK DAY IF WALK 15 TO ��/� i \\\\\\\\\\\\\\\ I ' PE POURED IN SUCCESSIVE DAYS. REQUIREMENTS AND ALL STATE APD LOCAL SAFETY �.. _ REGUATIONS SEE GENERAL NOTES, THIS DRAWING: / COMPACTED SUt>«ADE SOLID GONG PLOGK - eRAM GONSTRU6TION JOINT PRICK rD S' 13LOGK ---4" DIA STEEL BaLAIRD W 0 3 SQ ✓LL 2 �!`iV M"II VV AIL 04 TOCLED JOINT 5--d' OL. iLl `j._. CEMENT a. a ( a --61KML.EX IG SL (SELF-LEVELING) OR AS SHOWN ON PLANS z z MORTAR . 66ALE: NONE GAU.KINC OR EQUAi_ S-7 GR055 �: NOW pc 4, �4"MIN (1/4' R ALP SF�LER) 6x6-W2.9xW2.9 W.WF. S FILLET a 3d' MIN, 1/2'" CLOSED CELL FOAM '1 / + F i CONCRETE PARKING SPACE ftrA_ ROPE ----- ------ �\�/CC _ -x v ;: `? ° x x ° x d x _ ICE �GAr-�KET ¢ t /y { I-51PttON a d OIL-PP.PRIS CRUSHED STONE INC HOOD a BEDD ° ° o' N IL -6" PVG SLEEVE OPTIONAL EXTRA BEDDING AOPE o • %-f: °: / SAPD GORRUC-)ATEP HDPE PIPS �ij / �' / \ r LOWEST PIPE A!' DIA. STEEL P6LLARD = INVERT (20 GA.) (VERIFY SPACING - CONCRETE PIPE DIMENSIONS TRENCH DIMENSIONS PEFORE INSTALLING ) AVATI0� DETAIL "A" 61ZE ID f5c ID 4 pc/4 15d(f t) / DCL Plt'C S6ASE WIRES AT JOINT NOMINAL 6 ITEM 4 AL -6"-x,500 P51 CONCRETE PAD d) COMPACTED SU6GRADE i PIN CONCRETE PARKING--. (COL-OR: NOW) IZ" IZ" (5" 3" �" 3d �" GONTRAGTION JOINT *srlotlr Norte SLMP DEPTH of � --SEAL W -N--SEAT_ W/#4 REBAR EVERY 4 A OUTLET. FOR OUn-ETs AOR= 15, SPACES TO SIDEWALK �i � 36" tv�. FOR < OR= IZ" D1AM. , 51�tFAGE 519 „ 18 1S 2�.5 q.5 5375 3.d 6 ¢�! Q : �� -•6 x6' 10/10 WWM � ADD SNOUT TO : v. NOTES: r d �' 17FpT1 t= 2.5-3x DIAM. OUTLET PIPE w #4 REPAR BLACKTOP 3(" 3(0" 41" 9 10.25" 4.O' (o" 1. ALL EXPOSED SURFACES TO HAVE PROa&P TEXTURE. LL MINAL sIDEWAi K 3 x30L. PARKit LOT 2. JOINTS SHALL NOT PE SAW GUT. ', y SLOPE PER GRADING PLAN NOTES: 3. WHERE IT IS ANTICIPATED THAT A CONCRETE %WACE WILL HAVE SALT OR P:,• : 9 a•': .o .o;9 I. STORM SEWER PIPE To BE HANGGR OR APPROVED EqL& w/ SMOOTH wALL. GALCII M GHiLORIDF APPLIED, THAT SURFACE SHALL PE TREATED Aim AN & APPROVED WATER PROOFING MATERIAL ° 2. ALL SLFJ=VES SHALL PSE WATERTIGHT- 4. THICKNESS OF SIDEWALK (D) TO BE 6" AT DRIVEWAY GRG551NG5 AND 4' AT ALL ° o �/ ago x i i i f i j/////, 3. GASKETS SHALL CONFORM TO ASTM F477. OTHER LOCATIONS. � f 5. CONCRETE MIX TO M 4,000 P.S.L G LWI5TURPED EARTH OR ROCK -� 0 I I ! p°Q°p°Oo A. GASKETS AIS SLEEVES 5H1ALL i�E LUY�RIGATED AS RELGMMENDED 15Y 6. SIDEWALKS WITHIN THE STATE RIGHT-OF-WAY ML T PE CONSTRUCTED PER I a a o I,°.•. •.I:. a op Q O o 0 0 o ap Q O o THE MANIFAGTI TREK. NYSDOT STANDARDS AND SPECIFICATIONS (ITEM 6080101 - CONCRETE 51DEWALKS SlJ6-bA'E OQ400 I. i o 0 00 00 0 0 I. I ° °° o 0 0 0 0 5. FITTINGS SHALL BE IN CONFORMANCE WITH AASHTO M294. AND DRIV>=VYAYS) AND MUST UfSE CLA55 D CONCRETE WITH WIRE MESH oQOaa ooQoa ::...: aCeOo 1 TI srAI�ARD - GRIND sraNF OR R013. GRAVEL 6"-I2' AL Q�j "�'"�� , p DEEP, I' MIN L.AR6ER ALL AROUND THAN F i „ (o STORM SEI A I EI H PIPE IN6 per' ' ,A'�� (,( ' ' NOTE: GATGi1 �A51N OUTSIDE DA 6" PVC, SLEEVE, SAND 6 ITEM 4 SUPRA WOVEPI�GEOTEXTIt E FAPRIG S-7 `�GA� NSE 3 G,%(/`R - 1,-- SI I Y AL \ YL..-� AiL 1 GNGRETE OR REGI i ANGI L1iR PRECAST REIi ORCED ALTERNATE - CAST IN PLACE REIf�ORGED CONCRETE AS TO EXTEND IZ UNDER PAD GR055 REFERENCE: NONE 5-7 cam : NONE ALLOW. STRUG MAY BE SUBSTITUTED F CONDITIONS (NOT SHOWN) REQb PY SPEGIFIGATIONS OR AOM r• I FILLED IN VOID SPACE ON AlSIDES GR055 REFERENCE: NONE ` PAD PREGA5T � SEAL i"/KtJRE-N-SEAL'-' ! SURFACE 519 �� M PARKING) SPAS STEwARrS s 16" 5 Gt1 BASIN � � INAC� GA PARKING LOT CONCRETE SIDEWALK S-7RFJRENGE. 664f: NoNE 4' 4000 L.B. GONGRETE \ 5-7 GROWS PEFERENGE: NONE NONE WITH LIGHT BROOM FINISH = FOAMCLO6Ep DELL . 6„x6„ I0/10 ,-SLOPE 2% FOAM EXPANSION WIRE MESH d JOINT AT PUIL.DING O°aQp° 4 a PIN SIDEWALK TO a °� o poo 00 °O ' opo 00o FGUNDAEIVERY A L 00 oeoa o�oQOa a Q aQp REB d c . . . E op ° ° o -1-1%2":ASPHALT CONCRETE e II I 000 000 00 - TOP COURSE TYPE 6 7UIt�ING ASPHALT CONCRETE pENSE - -PIN CONCRETE PARKING FOUNDATION DINPER COURSE - TYPE 3 " SPACES TO SIDEWALK -8" ITEM 4 SU"ASE _ 3 MIN. K W/#4 REPAR EVERY 4' -6 FILL 4" -1 I 3' TOPSOIL (P-O.T. TYPE 4, SEDT. -304) AND SEEDING COMPACTED TO 95% DENSITY _• -WOVEN GFOTEXTILE ASR ' I}1 EXISTING - .. -COMPACTED SUBGRADE F IG - 1 I 6 /]Ain .. .k - --- . - - S • _ - - _ _ _ �I��./VIYV (90% STANDARD PROCTOR DEiIi"Y) 4 �2 P;AIZKIN0 LIST S S SIPIE A K PffAIL 9 PAVEMENT �.� _ 6' -I/2" ASPHALT% S-7 SCALE: NONE S-7 SCALE: NON . a 5' d' OR LESS • GRADE ' � DREAD BREAK � ' 6PO55 REFERENCE. NONE CONCRETE GROSS REFERENCE: IF 5'-d' OR LE _ I G NONE roP COURSE DETECTABLE WARNINO LAND N ASPHALT CLFP APPLICATIONS: PAVED AREAS GRASS AREAS `�i LAID BE PLACED 2-I/2" ASPHALT PAVED AREAS GRA52 AREAS "`- - "` 3" TOPSOIL AND SEED ON RAMP. ` CONCRETE DENSE 1. AID5 IN DRAINAGE, REDUCES EROSION �_ 4 ?9 , 1 BINDER COURSE 2. ELIMINATES TIRE DAMAGE / NO SHARP EDGES 3" TOPSOIL AND SEED • PAGKFILL (SEE NOTES PELOYV) 3. AID5 IN COMPLETE SNOW REMOVAL TYPE 2 REDUCES DAMAGE TO EQUIPMENT GRAVEL SL"ASE BACKFILL (SEE NOTE BELOW) f % I N:. GRADE DREAD BREAK PIPE ZONE BACKFILL I� GAREF1,lJ_Y PLACED NOTE.'IF THE DISTANCE FROM THE GRADE BREAK IS LESS RUNNING SLOPE (5%) MINIMI M TO TPI Tf1AN GR TO 5-o", DETECTABLE WAmNee SHtOLLD TOP COURSE PROTECT PE EQUAL QR15 NAIL _ SE __ PREFERRED AND (8.33%) MAXIMUvtiE PLACED ON TIS GUIZ� RAMP ALONO THE BOTTOM U"*�7 , .A45PHALT SCALE: NONE z : BINDER GGLR ;. 'j ' 6RADE BREAK WITH ONE CORNER 5' TO 9"_ FROM THE ASE z a �" u° , �RONr GF -THE app, OR EDGE OF THE ROADWAY. GRO55 REFERENCE: NOW SUbB / TO PRAIN- / RE /GUl" ,'MAxR IMt M TSL OPE I= 'j'�� :TCP GU R O RIGID INSU.ATION " 1 1...(/TA WARN INCA OVER & DOWN 5DE5 _ f BIILfR��G{,RSE OF PIPE . �____ .__ ______�_____________� �I ' =I �. �, � ASE TAIL ff4T DETAIL S 7 SGAI E: t!OtIE s-7 SCALE: NONE SELECT' GR* LAR PIPE _ _ GRo55 REFERENCE: NOW z � � - - GR055 t'.EFEREIJGE:-NONE , ZONE PACKFILL GAREFLLLY P1AGE�7 TO PROTECT PIPE FfNfsHf� 6RavE �y N �_ °- STORE NPt . AW-EVIATION & NO. i - 6 MIN L-_Ar\E eE 6 i L& GLRD AOI( .. -. n. ��-C�. >y -4"MIN = „ 3/8 CRUSHED STONE PEPPING `�q ' NOTES.. I�J �1� TE LO TI 6I. GA, COWORAT10N STOP _ I. SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GRaP f� k/py I� 3 U� R� E 'J LAr\E OEORaEI NY 1122 WITti R.ARED G1 R3 51 OP ' SAND BEDDING IFIED GLASSIFIGATIGN SYSTEM GW, 66, (- -(J lJ C� (UN ) GP GM SW, SW SM, �a I FITTfNOs TEW. GAP OR R.U6 NOT-E6: ML, AND CL OR A COMPINATION OF THESE GRaP SYMPOLS, FREE r c r �+ As NECESSARY GF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, iril r I + 1. ALL Ct,LVERT PAGKFIH SHALL_ CONFORM TO SECTION 200 DEPRLS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER <<� = �� DATE NO. REVISIONS DRAWN BY: GP A5• I "PE K) OF THE N.Y.SDO.T. STAPfDARP SPEGIFIGATIGNS. DELETERIOUS MATTER. 2 �. - �� _� � cgtewaAts cCPPER TL6iPl6 '. GCMPAGr 6" LIFTS MAX. SCALE: AS S ONfN 1 2. SELECT EARTH PACKFILL SHALL PE FREE OF DEPRIS, ROOTS, C (TYPE K) 1 2. ALL EXCAVATION AND TRENGHLLNG SHLrW_ MEET OSHA FROZEN MATERAL5, ORGANIC MATTER, Y p`-"' ROCK, OR GRAVEL LARGER °; 1P�' DATE: F,/4/15 COPPER:K-) - FE<UFBAf{TS AND ALL STATE AND LOCAL-SAFETY THAN I INCH IN ANY DIMENSION, OR OTHER HARMFU MATTER +; ESSIp cc�aRArfON srct�, CtRD GoiE ANP sTCQ CioGK OR G.I. Four REF,ILATIGNs, SEE NOTES, THIS DRAWING. 3. ALL EXCAVATION AND TRENCHING SHALL MEET OSHA 'DRAWING NO. • WATER MAIN NOTE: SDLP CONCRETE MARINO 6Y MW l::R, OR APFFAW E4�•- REQUIFBVIENrS AND ALL STATE AND LOCAL SAFETY REGI LATICNS. SARATOC�A SF'R C�a NY I ZS/v6 GUPPER WATER LAS -=7 C H PEWING DETAIL (51F,)551-1209 II'�C WAT I'Z SE�ZVIGE f r� TRENCH AW DUPING DETAIL s-7 NONe -�lI TRENCH reL - t :.(518)581 1200 FAX 5-7 SCALE. NONE GRD RFI�RENGE: NOTE , 5-7 SCALE NOPE GROSS REFERENCE: NONE CRO% FEffFf CE: NOW AUrHOR�TI�CEM FR FROFESSIGNALTo THIS PoctmENT E NOI Is IU Er,AL TITLE �/.� �j �j I . AND A VIOLATION OF THE NEW YORK STATE EATIGN LAW `' '�� I`- TABLE P1 1-A TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS BARRIER VEHICLE USE REQUIREMENTS(LONG TERM,INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) (MPH)LMIT(S) (TFAiP)R LENGTH(L) I L =TAPER LENGTH • • USE REQUIREMENTS 4 5 (40 NN)OR LESS L=WS �O WS='MOTH OF OFFSET(FT.)=PRECONSTRUCTION POSTED SPEED LIMIT(MPH) NON-FREEWAY (45 k0j)OR MORE L=WS CLOSURE TYPE EXPOSURE CONDITION i (PRECONSTRUCTION POSTED SPEED UMIT) - - - --- FREEWAY STANDARD TAPER LENGTHS 45 MPH 35-40 MPH <30 MPH LATERAL SHIFT TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT SHOULDER 3 3 3 2 I OF TRAFHCFLOW PAR WORKERS ON FOOT OR (25 MPH)(30 MPH)(35 MPH)(40 MPH)(45 MPH)(50 MPH)(55 MPH) (60 MPH)(65 MPH)(70 MPH)I IN VEHICLES EXPOSED REQUIRED REQUIRED REQUIRED OPTIONAL TO TRAFFIC 1 4 45 60 85 110 180 200 220 240 260 280 1 LANE CLOSURE NON-TRAVERSABLE HAZARD 1 5 55 75 .105 135 225 250 275 300 325 350 1 TRAVEL LANE �� (E.EQUIPMENT,MATERIALS REQUIRED3 REQUIRED OPTIONAL OPDONAL2 1 6 65 90 125 .160 270 300 330 360 390 420 ------ -- - - -- EXCAVATION)ONLY NO WORKERS I 7 75 105 145 190 1 315 350 1 385 420 455 490 EXPOSED I 1 8 85 120 165, 215 1 360 400 ( 440 480 520 560 CHANNELIZING DEVICES WORKERS CN FOOT ORI 3 3 2 2 9 95 135 185 240 1 405 450 1 495 540 585 630 10'MINIMUM(SEE NOTE 1) IN VEHICLES EXPOSED REQUIRED REQUIRED OPTIONAL OPTIONAL 1 TRAVEL LANE � (SEE NOTE 7) � TO TRAFFIC 1 10 105 150 205 270 1 450 500 1 550 600 650 700 1 NON-TRAVERSABLE HAZARD 1 11 115 165 225 295 1 495 550 1 605 660 715 770 1 SHOULDER CLOSURE HIE.EQUIIM MTX VATION E ONLY NO REQUIRED 3 OPTIONAL 2 OPTIONAL 2 OPTIONAL 2 1 12 125 180 245 320, 1 540 600 1 660 720 780 840 SHOULDER ® ® / ■ WORKERS EXPOSED F1.THE EXPOSURE CONDITIONS DESCRIBED IN TABLE NYt-A ASSUMES THEE IS NO POSITIVE PROTECTION BARRIER PLACEMENT (TEMPORARY TRAFFIC BARRIER)PRESENT,WHERE WORKERS OR HAZARD$r PROTECTED BY A TEMPORARY TRAFFIC BARRIER,BARRIER VEHICLE _ DISTANCE VEHICLES ARE NOT REQUIRED. I TABLE 6C-3 2.WHERE THE REQUIREMENT IS'OPTIONAL',EITHER A BARRIER VEHICLE' R THE STANDARD LONGITUDINAL BUFFER SPACE(TABLE 6C-2)SHALL (SEE TABLE NY2-A) BE PROVIDED. lY TAPER LENGTH FOR TEMPORARY TRAFFIC CONTROL ZONES 3.REQUIREMENTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER VEHIC!E FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8' ,s 300' - 50C POSTED SPEED t = B A SHOULDER - _ BARRIER VEHICLE SETUP c _(SEE NOTE 8)„.• Too' •a 500' a. OR GREATER IN NOTH,If THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE,THE BARRIER VEHICLE STALL BE REPOSITIONED UMIT<45 (SEE TABLE NY6H-3) (SEE TABLE NY6H-3) TAPER(L]3)(SEE TABLE6H-4r�FOR L) (SEE NOTE 5) DOWNSTREAMTAPER MAXIMUM ACCORDINGLY.BARRIER VEHICLES PROTECTING NON-TRANSVERSABLE HAZARDS SHALL REMAIN IN PLACE CURING BOTH.WORKING AND 1 TYPE OF TAPER I TAPER LENGTH (L) 1000'POSTED SPEED LIMIT>45 1 OR REGIONAL DIRECTOR OR HIS/HER DESIGNEE WHERE BARRIER VEHICLE PLA ENT WOULD BE INEFFECTIVE OR WOULD INTERFERE WiTH THE SAFE L I SHIFTING TAPER L/2 I NON WORKING HOURS UNTIL THE HAZARD NO LONGER EXISTS,EXCEPTION5 TO THESE REQUIREMENTS MAY BE MADE,AS APPROVED BY THE 1 MERGING TAPER - ! BUFFER SPACE OPERATION OF TRAFFIC. I� --- - (SEE TABLE 6C-2 AND NOTE 2) 4.BARRIER VEHICLES ARE NOT REQUIRED 7.FOR MIRING AND/OR PAVINOPERATIONS,BUT THE STANDARD LONGITUDINAL BUFFER SPACE I SHOULDER TAPER L/3 I (STABLE 6C-2)SHALL BE PROVIDED. 11 1 ONE-LANE, Two-WAY TRAFFIC TAPER 100 FT.MAXIMUM I f B. E BARRIER VEHICLES �S ARE NOT REQUIRED FOR FLAGGING OPERATIONS,BU i THE STANDARD LONGITUDINAL BUFFER SPACE(TABLE6C-2)SHALL 1 DOWNSTREAM TAPER 100 FT. PER LANE LICENSE t END �� I SUSPENDED'i ROAD WORK i TWO WORAFTER DK C20-2 TABLE - SHOULDER R ZONE ROAD WORK -\HEAD WORK II SPEEDING I NEXT xx MILES PLACEMENT DISTANCE FO BARRIER VEHICLES TICKETS I � PRECONSTRUCl10N NYR9-11 G20_1 � SHOULDER CLOSURE PLACEi,NENT DISTANCE (FT.) ) - POSTEDSPEED UMIT(MPH) BARRIER VEHICLES* (SEE NOTE 4) W20-1 W21-5 (18000 LBS.)I 24000 LBS. 1 MINIMUM MAXIMUM MINIMUM MAXIMUM I TABLE NY6H 3 NEXT 1 >55 1 100 FT. 206,FL 100 FT, 200 FT. X MILES SHORT OR INTERMEDIATE TERM STATIONARY 2-LANE 2-WAY ROADWAY aovANCE wANCE SIGN N SI Nc -3a 1 45- 55 1 100 FT. 200 FT. 85 FT. 165 FT. I <45 I B5 FT. 165 FT. 50 FT. t0Q FT. i DISTANCE BETWEEN SIGNS SIGN LEGEND (SEE NOTES 3 AND 6) (NOT TO SCALE) k AS DEFINED IN NYSDOT STANDARD SPECIFICATION{9: I ROAD TYPE A (FT.) B (FT.) C (FT.) , XX I YY E NOTES: BARRIER VEHICLE-Olaf USED FOR STATiONARYI`HOULDERCLOSURES,LANE CLOSURES, I .URBAN(�30 MPH") 100 100 { 100 { AHEAD I AHEAD 1 NYSDOT 619-20 AND OTHER STATIONARY WORK ZONES.MINIMUM DISTAT+a SHOWN REFLECTS THE ACTUAL I URBAN(35-40<30 MPH#) 1.2.3.N491111TRIE MINIMUM LANE WIDTH of 10'CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE, USE THE DETAIL FOR SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION, ROLL AHEADDISTANCE FROM MANUFACTURER. { URBAN( MPH* 200 200 200 r 350 350 { 350 {1004 ETD 1 AHEAD AHEAD I NO WORK ACTIVITY OR STORAGE OF EQUIPMENT,VEHICLES,OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. I RURAL I 500 500 1 500 11500 FT. 11000 FT. I RWHEN OAD IWORK INERT E BETWEEMILES N THE (G20-1)ADVANCE WARNING SIGNSTAND D WORK ISR2 MILES TO 5 MILES, AHEAD SIGN(PPPPLEMENFAWORKDISTANCE PLAQUE OCCUR OVERSA DISTBE USED WITH ANCE OF MORE THTHE SHOULDER WORK SIGN(W21-5).THE dti { EXPRESSWAY/FREEWAY 1000 1500 1 2640 1 1 MILE I 1 MILE 1 4" DIA. STEEL pai-w #PRECONSTRUCTION POSTED SPEED UMIT FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NYi-A AND NY2-A ON THE STANDARD SHEET TITLED"WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".IN THOSE SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE MAKE IT PRACTICALTO PLACE STATIONARY SIGNS, THE URBAN: (MEETS MORE THAN 1 OF THE FOLLOWING CRITERIA)SIDEWALKS,BICYCLE USAGE,CURBING,CLOSED DRAINAGE DISTANCE BETWEEN THE ADVANCE WARNING SIGN AND WORK SHALL NOTEXCEED 5 MILES.CHANNEUZING DEVICE SPACING(CENTER TO CENTER)SHALL NOT EXCEED 40'IN THE ACTIVE WORK SPACE.TRANSVERSE a --SIKAFL2X IG SL (6.MF-{-EVE:LINC7) SYSTEMS,DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE,MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DEVICES SHALL BE REQUIRED(AS PER 619 STANDARD SPECIFICATIONS)WHEN A PAVED SHOULDER HAVING A WIDTH OF 8 OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 1500'. ° °a GALA KING OR EC�IJAL DRIVEWAYS PER MILE OR GREATER,MAJOR COMMERCIAL DRIVEWAYS,NUMEROUS RIGHT OF WAY CONSTRAINTS,HIGH DENSITY /2" GLGSED OF CROSS STREETS,85TH PERCENTILE SPEEDS OF 45 MPH OR LESS.RURAL: ANY AREA NOT EXHIBITING MORE THAN ONE OF CELL FOAM THE ABOVE CHARACTERISTICS.EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC NTH FULL OR PARTIALCONTROL OF ACCESS a' PARKING SPACE AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS.FREEWAYS/INTERSTATE: LOCAL OR INTER REGIONAL CONCRETE HIGH-SPEED,DIVIDED,HIGH-VOLUME FACILITIES WITH FULL OR PARTIAL CONTROL OF ACCESS. i i a PV(. CSI mvE GENERAL NOTES SAND 1.2.3.THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD,REFLECT THE MINIMUM REQUIREMENTS. THE CONTRACTOR MUST SUBMIT TO THE ENGINEER,IN WRITING,IT,ROPOSEO REVISIONS TO THE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE FIVE(5)WORK DAYS PRIOR TO THE PLANNED Id LED AREA LIGHT °�_ CONCRETEEIMPLEMENTATION OF SUCH PROPOSED REVISIONS,EXCEPT FOR�IIIANGES THAT ALTER THE SCOPE OF THE TRAFFIC CONTROL WORK ZONE TRAFFIC CONTROL SIGN TABLE PLAN, SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THEi0GINEER FOR APPROVAL BY THE REGIONAL DIRECTOR OR DETAIL "A" HIS/HER DESIGNEE THIRTY(30)WORKING DAYS PRIOR TO IMP��ENTATION OF SUCH REVISIONS. SIGN M.CO ED. CSE CONROAD*dAL EXPRESSWAY FREEWAY ' - THE CONTRACTOR SHALL PROVIDE THE ENGINEER,IN WRITING,iN THE NAMES,ADDRESSES,AND TELEPHONE NUMBERS OF A' II-V2' STAFF WHO ARE AUTHORIZED TO SECURE LABOR,MATERIALS,AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL GP0_1 q 36"X18" 48"X24" 48"X24" 1 WORKING HOURS.THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT,THE NEW YORK \ I STATE POLICE,THE RESIDENT ENGINEER,AND THE LOCAL POLICE END G20-2 A 36"X18" 48"X24" 48"X24" • i \ I ROAD WORK i ACTIVITY AREA „ �t ~ - O lr;' HIS _ �}" .. 1.2. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500'LONGITUDINA.DISTANCE BETWEEN CONSTRUCTION OPERATIONS ON zwO NYR9-it B 24"X42' 48'X84' 48"X84" I/� \ SQ• 11 = ALTERNATE SIDES OF THE ROADWAY,UNLESS OTHER'MSE APPROIED BY THE ENGINEER, SNC COLOR CGDE LEGEND dj `� 1- .• = 6A. STEEL POLE WHEN TWO OR MORE AREAS ARE ADJACENT,OVERLAP,OR ARE 14 CLOSE PROXIMITY,THE CONTRACTOR SHALL ENSURE CODE DESCRIPTION i \ ` 4" DIA STffL PaiARD THERE ARE NO CONFUCiING SIGNS AND THAT LANE CONTINUITY S MAINTAINED THROUGHOUT ALL WORK AREAS. xr f + (20 6NE A) k x E77 W7-3a .. A 24"X18" 24"X18" 24"X18" BLACK LEGEND AND BORDER A • t- i ON A ORANGE BACKGROUND SIGNS B BLACK LEGEND AND BORDER ON A WHITE BACKGROUND 1.2.3AMMCATTONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAF1C CONTROL PLANS AND DETAILS MAY BE ADJUSTED d I R \-FAf5RIG TIES - 5- -I 1/`� t'A13RIG I F BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE F NAL LOCATIONS OF SIGNS ARE SUBIECT TO W20-4 A 36"X36" 48'X48' 48"X48" /� WHERE SPECIFIED APPROVAL OF THE ENGINEER. POOR DOOR GwER A ANY EXISTING SIGNS,INCLUDING OVERHEAD SIGNS,WHICH CONFU WiTH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL t IATE EXISTING SIGNS SHALL BEERESTORED 0 THEIRDORIGINAOR LECONDITIAS �PRAND/OR OVED YLOCATION UNLESS THE ENGINEER. LOTHERWISE RREPLACED FAPRIG TIES <i/� X � TS 1 IN CONTRACT. W20 la 36 X36 48"X48" 48"X48" 3/4„ � (4) NNISI ® " " X 10-IIA!' ST-PLATE�/%\/%\// . y : �\\l�\\\\\ \ \ SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT`�EY DO NOT OBSTRUCT A MOTORISTS UNE OF SIGHT. A ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON,BO(H SIDES OF MULTI-LANE DIVIDED HIGHWAYS, MULfl-LANE RAMPS,AND ONE-WAY STREETS.IN CASES WHERE70NE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE,SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE ACTIVE TRAVEL LANE,UNLESS OTHERWISE AUTHORIZED BY .-SADDLE __ I i /" ". I•--►i_:.' �� /p THE ENGINEER. '•: >// <;> W21-5 A 30"X30" 48"X48" 48"X48" CLAMPS P 3-7AV, �� "' 1 G" MIN. \y'�� \� N I'-: \ SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MPIAN BARRIER IS IN PUCE MAY BE MOUNTED ON THE 36„ MAX to „ I'' I %// BARRIER ACTH A SADDLE TYPE BRACKET.LAYING THE SIGN DO IN A HORIZONTAL POSITION IS NOT PERMITTED. I /v r 1=+ 4__: .... d� I - j/ ;.'I "'<'1 `' /�• G PVC, SLEEVE, SAND THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE OFSCRIBED IN 111E MUTCD.ANY CHANGES TO THE Y<- // DIMENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR 01 BY HIS/HER DESIGNEE. IVVIA. x k" SONOTILIff— F9LiF� IN VOID SPACE ' ,. •.� / NYR9-12 MAY BE USED IN PLACE OF NYR9-11. 3/�' GONDuIT - PIN HINGE W/ 3000 P.S.I. o, 2 PLACES I ` q ' CONCRETE FOOFIN6 CHANNELIZING DEVICES WELPW TO VERTICAL I / 1. .WHERE POSSIBLE All CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2' LATERAL CLEARANCE TO THE TRAVELED WAY. I 1 " PUBLIC ACCESS„ NOTE: IG _ MANHOLE FRAME & T ALL T A51W, USED IS I-1/*' OD. 2 LI�, {T d I COVER 1I#13OZA 15Y 1.2. PROPERTY OWNERS WHOSE DRIVEWAYS WiU_BE MADE INACCESSIBLE SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST FAt3RIGATED F11N6ES Will 1 USED v' ' 1 /l L ��Y{ZA(L (iAc�I INC�J OR 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY.FOR MULTIPLE ACCESS PROPERTIES,AT LEAST ONE DRIVEWAY ON DOOR PANELS. I FINISHED I SHALL BE OPEN AT ALL TiMES.ACCESS SHALL BE RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE. b3 „ S—$ SCALE: NONE i !'1I CROSS REFERENCE: NONE 3 L. . 3"� � � �� SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM RESIDENTIAL AND COMMERCIAL �-t �J SCALE: NONE \�iiifi --� �� DRIVEWAYS TO AND FROM THE WORK AREA, FNG 1TAIL GfZ055 REFERENCE: NONE 2'I ' ID. AMOCO DRAINAGE { �� ,F - � ARIES �—g SCALE NONE COVER W/ PLUG ACI ESS EXTENSION #4545 OR LANE CLOSURES GROSS REFERENCE: NONE APPROVED E"K"AL 1.2.' THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM VISIBIUTY,I.E.BEFORE CURVES AND CRESTS, hTO I000 o I ® ® ® ® ® ® I®I I 0 0 O0 I THE EXTENT CONDITIONS PERMIT. PVC 1 i Q THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME IF THE ROUTE IS NEEDED FOR EMERGENCY -d" ID. x A'' H PRYWELL PURPOSES.THIS COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDE THE CONTRACT LIMITS. Q Co ® ® ® ® ® ® EXFEN61ON AND COVER PY 100 10 ® ® ® ® ® ® '�� OO FORT MILLER OR APPROVED LANE WIDTHS SAW GUr EXIST INC7 PAVEMENT Q EVAL (TRAFFI(, RATED) 12 UNLESS AUTHORIZED BY THE ENGINEER,THE MINIMUM LANE WiDTHS FOR WORK ZONE TRAVEL �IJ6 PROOF GAP AS NEGE66ARY -I,. ATTER Q Q� LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11'.THE MINIMUM UNE WIDTH FOR ALL OTHER f U �� `I Q''—#3 GRUSt1ED OR TYPES OF ROADWAYS IS 10'. 4„ OLEANOtl1- PLS tr —FRESH AIR INLET PLIJC TO 1'-Gi 000 00 102) I I 0010 ROL ND STONE THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE ENGINEER,A MINIMUM OF 21 CALENDAR DAYS IN INCH MIN.) FINISHED FLOOR � - �y ( � - � ADVANCE OF PERFORMING ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN EXISTING ROADWAY,SO THAT THE FACE OF G�13 Q ' ' ! ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A TIMELY MANNER. SET VERTICAL �" FINISHED FINISHED FLOOR3-G' FINISHED GRADE v ASPHALT Q I/2 R . d v UNPISTURMP BARRIER/SHADOW VEHICLES v PAVEMENT - v a d BARRIER AND SHADOW VEHICLES SHALL BE REQUIRED AS PER STANDARD SHEET 6• " z a v 1.2.3.TITLED'WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".NO WORK ACTIVITY,EQUIPMENT,VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEENTHE BARRIER OR SHADOW VEHICLE AND THE ACTIVE WORK AREA(ROLL AHEAD DISTMCE).THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE IN CONJUNCTION PR ! 1 i BJ- PETAIL VATHPOUTCE PRESENCE IN,THE WORK ZONE,TO BE INCLUDED IN THE UNIT BID PRICE FOR BASICWORK ZONE TRAFFIC CONTROL d � � - ZE, 66&E: NONE I ' RISER TO-GRADE ( - GROSS REFERENCE: 1� 4 z _ GRAVELCC PVC 6,61IJ11:1-IN6- - 2' MAX. I + 6T-OZE NAME. ANREVIATON & NO. p 4 COMPAGTE) S{ G„ PVG SDR 35 — j MAX — P �. ( �Il�IN6 _ EaKE o OOU APE _r�ET3 LCVO 458 CGMPAGTED 2 a SUI_�RADE OR FILL ' DRAIN C}F N j` SIM LOCATION TO Pf�IG SEWER A' PVG SGH 40 '` �F111\j� C /�1 � _ MAX y t.�- ;� Us ROU :� LAK C��O C��, NY I284S DOIAXE HAND HOLE r ) ,' MINIMIM a ° � f3UILDINO TRAP , I,'''TII DATE N0. REVISIONS DRAWN 6Y: GP = _ = SLOPE 2� FOUNDATION f z (CAST IRON OR PVG SCALE: AS S5HOWN UNDERCUT'S TO bE PACKFILLED WALL �`,� � WITH CRUSHED STO}:�. SCH h0, A!' MIN} �, tT> � �;,i�_,•,_..._c---' a Q - �.�`�1__ 4, 8hopcs DATE: a °tra F�'`�° FOOTING _ �0/ 5S14 4 1 5ARAT06A SPRINGS, NY 128�6 PRAWINO NO. NUILDIN� PRAIA `TEL. (51881-1200 FAX (6101)551-1209� + & A AREA S—SNONE �-8 66S NE ALE: NOII GROSS REFERENCE: NO , CRf.55 REFERENCE: NONE II TITLE: ALTERATIONS TO TY11S DOGIdv1ENT T3Y OT71R T[1AN AN j� C, AUFHORIZED LUCENSED F'RGTESSIONPL ENOINVER 16 ILLE6f� MIG EL�N�V lJ� Y n-��/ SIE✓I '' AND A VIOLATION GP THE NEW YORK 5TAT5ATION LAW�P-DtJG .. � .. .. . � 5 f 5" w/STONE F!JUND ATION WAIL ® • • --�- (/_4j_/ I-4� ! DOWN SPour ADAPTER COLUMN F-1FOR 6UTTER DRAIN j1 I PLAN AND �} GAP FOR - - i HVA( DRAIN 1 l - GRADE 4„ SDR p° a T nno° V .. • 4"x6" REVLVZR ® 6'' SDR 35 aAZ8 I . •a cTJ e.: 53/ x 75, c�6 ' a - 53' x 715' I ROOF DRAIN W 6TONNE Coq -(�' � _15,57 �, S-9 sGA1..E: I/2"=1'd' �C/J 7 �Q. ff-F.. \ \ c� ( 6q. � t ( GRO�s RE nv6E: NONE P1�0f�0� 1� 61 0P • � 0�(1 �EP �1 10� 2" W/O STONE ff f—�j2C/ �� ff — �L .I O -- WAJ_ TION I GGL.UMN DOWN SPOUT" ADAPTER- ! FOR 61JTTER DRAIN @� AND k" GAP FORS L.J U -f--i i_ t= ------------- HVAC DRAIN ED 'C o f�00ff PRA IN YOL1T- PLAN i „ „ x6 REP1WER 6" SDR 35 R00f PRAIN W/0 f .,. ONS o -'t CF065 REFfFDVE: NONE f�OLLARP LAYOUT, \ I OUT TL—AN Y • a GOER r SYRACUSE GA5TIN66 foizP FRAME & COVER w/SAFETY MORTAR vF_NT OR APPR04P EOJ&. GRG ADE RINS MIN-Zd' MAX - i 3d' DIA MIN - MANtiGLE GONE SECTION—' POI-YPROPELENE STEPS IV, OG. ft.EXIPL.E RUDER i500T_ SEAL I ASSEM3LY IN GORED HGLF GLEAN6 UT L Poor GGNNEGn - _ OPENING (ASTM G923) KGR-N- AL IT SE HALF PLUG Gam{ 6„ PVG �-- SERIES 30�'- STAINLESS BAND ° MANHOLE RISER SECTION— I CLAMP SERIES 305,STAINLESS :� ,. ; INSIDE FAGS !' SCREW APPLY WITH TORgLE r :e OF GAT6f1 ' PLUF' TWO W� OJRED �—SEWER PIPE WRENCH SET TO 00-70 IN LPo ��.✓ f5A6IN WITH -i STAINLESS 5TEEL 6„x6„x6,, TEE SCREWS A -d - 5” WAJ_ ��//i I MANttaZ RISER SECTION— - U= mI6rj E55 I { I a ALLMINLM ALOY {{app KORPAND A• G A n��W 1 I-- R A�7- - _ I - I 1`” 1 P L"'—.� 1 t I 11GtDli�a SOOT l3AGKWATER VAL � GR —,i APPROVED E I I I I '2" MIN PRO�F_GTION MANf1OLE >3A5E SECTION — ! I INTO MH AT PIPE ZINC LINE To SEWER MAIN = ( 6„ PVG SEaFE PIPE To � sE WITH 4 , ,-�' srG~� Nal�r, a�zevlarloN & No. 'STAINLESS STEEL STRAPS 9' 3' MAX. a I • �^// � LAKE ��o�� oUT��T� L�o� x-58 " o� 000 a aQ0 O O O � - 6 GRUSIIED STUNS o o °$e� SIM LOCATION o• G ON a cP° I USE ONLY WET-CAST UNITS. DRY-CAST NOT AGGEPTA$L E C�/1V_J� i WLR f I� L TO �() �N I,�I �yQ , �.a �� ,�,;� , 133 Us ROUTS LAKE C� ORC��,' NY 1285 � pCl� � - a G �' IN AIL S-9 sc,�t E We E ' f'9 /y uzc�s Rte: Nam r '- � DATA NO. REVISIONS DRAWN l5Y:- CP 3 SMI 1 / q Y MANN ONSIPE �, C� �s�� l�i 1� 2/29/16 I GGNNEGT TP, €X GCS DETAIL St SCALE: AS SI�OWN �r =VlV L. NONE PATE: GROSS REFERENCE: NONE ��, -09-109b a; P.O..f3UX PRAWIN6 NO. 6ARATO0A 5PRIN05, NY I'IU6 ( 18)581-1200 FAX (518)581-1209 CTF 11 TITLE: ALTERED LIC N5 12 P DOGI,�vM 6Y (DI ER 16 AN M1S(ELLANEOU3 . DETAILS 551GW ENC?I I ON LAW t AND A�VIOLATtON�i� FtEREW YfIRK STATIEWGATILLE6AL + ' � CONSTRUCTION ZONE I 50MIN EXISTING GENERAL REQUIREMENTS d' PAVEMENT 3' , 5;1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION AND SEDIMENT CONTROL TO PROTECT 6ALVAN4ZFD WELDED 2"X!' HARD WOOD POSTIN. SURROUNDING WATER BODIES. WIRE MESH 14 6A MIN G„M MAX INT 2x,4” Sx4" SOFT" WOOD PEST OR TEEL POSTS. Id MAX SPACING 3'-O" HEIGHT SMOUNTABLE 15ERM CONTRACTOR OR OWNER SHALL ENSURE THAT AT LEAST ONE TRAINED NYSE DEC CERTIFIED EROSION CONTROL _� EXISTING FILTER I- (OPTIONAL) CONTRACTOR IS ON SITE ON A DAILY BASIS WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING PREFORMED. GROUND CLOTH PROF 11I- SILT' FENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION CONTROL AND MAINTENANCE OF SOIL EROSION AND SEDIMENT CONTROL FACILITIES TO ENSURE PROPER FUNCTIONING OF SAID FACILITIES(DURING CONSTRUCTION). 4' AFTER THE PROJECT HAS BEEN COMPLETED,THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY FOR ENSURING THAT 1 ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN REMOVED OR REPLACED BY PACKED WITH EARTH PERMANENT CONTROLS. TOE-aF�sLLPE \ SoMIN 30" MIN ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN FOURTEEN(14)DAYS,AND NOT SUBJECT TO FLOWI CONSTRUCTION TRAFFIC,SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING,MULCH SHALL BE USED IF THE SEASON v/ I EXISrINO r�D PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER.DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. EXISTING GROUND �� PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN FIVE(5)DAYS AFTER FINAL CONCRETE i 6" I / ��/�\��/�� . .. -' ' —""" '....... GRADING;MULCH AS NECESSARY FOR SEED PROTECTION AND ESTABLISHMENT.LIME AND FERTILIZE SEED BED PRIOR WASH GUI- AREA \ TO PERMANENT SEEDING.SEE SECTION D. z 12'MIN- � � EXISTING FILTER FApRIG TO pE DURIED f IV MIN, FOR PG5T5 � I PAVEMENT EROSION&SEDIMENT POLLUTION CONTROL GUIDELINES IN 6ROW, DOST OF IN THE G EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES AND PRACTICES,UTILIZED IN THE CONSTRUCTION OF THE i EXG VA ION NGLLDED / rlM PRICE pID FOR ITEM I Z PROJECT,SHALL 8E CONSISTENT WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT R PLAN; VIEW Z CONTROL,MARCH 1998. _(' p �z, ELEVATION �I ANPARP �YM}/�6 O NATURAL VEGETATION SHALL BE RETAINED,PROTECTED,AND SUPPLEMENTED,AS FEASIBLE PRIOR TO AND DURING CONSTRUCTION. w. CUT AND FILL SLOPES SHALL BE BROUGHT TO FINAL PROPOSED GRADES AS SOON AS POSSIBLE IN THE CONSTRUCTION I. SILT FENCE St1ALL PSE INSTALLED IN ALL AREAS GF GGN5TRUGTED 5L OPE5, 501E GIjJSTRIY.Tf(tJ SPE 1=1GATIGNS SEQUENCES,AND SEEDED AND MULCHED IMMEDIATELY. r Il D15TLRi"E STARTING EARTH MOVING OPERATIONS. /1 2. THE ENGINEER IN CHAR6E MAY ENLARGE THE DISTANCE I THE PROP05EP � EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES(STRAW BALES,FILTER FABRIC FENCING,STABILIZED j / f 0 9 / TOE-GF--SLOPE AND Thi SILT FENCE, IF THE ENLAR6EMENT DOES NOr TAKE PLACE IN A 1. STONE SIZE - USE 2" STOW, OR RECLAIMED G RECYCLED CONCRETE EQUIVALENT. CONSTRUCTION ENTRANCES,SILTATION BASINS,AND OTHER ACCEPTABLE FACILITIES)SHALL BE MAINTAINED WEf111ND/WATERCGDY ANP DOES 1� REORE T W REMOVAL GF EXISTING VE6ETATION. 2. LEN6TYt - NOr LE55 THAN 50 FEET (EXGEPI GN A SING-LE RJ SIDENGE LOT WHERE A 30 POOL THROUGHOUT CONSTRUCTION UNTIL COMPLETE SITE STABILIZATION. SILT FENCE SHALL. WE PLACED PARNJ EL. TO GONTOLRS AND 5110U.D NOf M PL.AGED IN GONGET WT EP FLtJWS. MINIMUM LENr�TH WGLLP APPLY). HEAVY CONSTRUCTION EQUIPMENT SHALL BE KEPT AS CLOSE TO THE AREA AS PRACTICAL 70 MINIMIZE DISTURBANCE / THICKNESS - NOT LE55 TITAN 51X (6) INCHES. OF SOIL ALREADY STABILIZED OR UNDISTURBED 527 0 4. WIDTH - TWELVE (12) FOOT MININW, 13LA' NOT";L F-56 THAN r11E Ft" WIDTH AT POINTS WHERE I INGRESS OR f-OREOGGLR5. TWENTY-FGLR (:A) FOOT' IF 51NC-LE ENTRANCE TO SITE. TOPSOIL AND OTHER SOIL REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED IN A SUITABLE LOCATION CLEAR ��, Vb I FROM ANY STORMWATER DRAINAGE COURSES.STOCKPILES WHICH ARE INACTIVE FOR MORE THAN FOURTEEN(14) SCALE_ NOW 5. FILTER CLOTH - WILL 6E PLACED OVER THE ENTIRE AREA PRIOR TO FLA(INC7 OF STONE. DAYS SHALL BE SEEDED. ' lel (,FV 5 { bTFENGE. NONE 6. SLffAGE WATER - ALL %RFAGE WATER FLGWIII OR DIVERTED TOWARD GONSrRL TION o / ENTRANCES SHALL PE PIPED ACROSS THE ENTRANCE. IF PIPING 19 IMPRACTICAL, A MGUNTAI;LE VEGETATIVE STABILIZATION SHALL BE PERIODICALLY INSPECTED FOR SUFFICIENT GROWTH AND PROGRESS.AREAS BERM WITH 5:1 SLGPE5 WILL 6E PERMITTED. I( NOT RESPONDING SHALL BE PROMPTLY RESEEDED AND REMULCHED AS SOON AS POSSIBLE.AREAS SHOWING SIGNS 7. MAINTENANCE - T11E ENTRANCE SHALL 6E MAIt f)AINED INA GGNDITION WHICH WILL PREVENT OF EROSION PRIOR TO STABILIZATION SHALL BE GRADED,RESEED,AND REMULCHED AS SOON AS POSSIBLE,SOD OR I ! TRAGKIN6 OR FLOWING GP SEDIMENT ONTO PU�IG RIGHT5-OF-WAY, ALL SEDIMENT SPILLED, EROSION CONTROL FABRIC SHALL BE UTILIZED WHERE ADEQUATE STABILIZATION IS NOT OCCURRING. 1 / / — DROPPED, WA5HFV OR TRACTED ONTO PUBLIC T iGHTS-GP-WAY MUST M REMOVED IMMEDIATELY. j GONSTRUGTIG4J INLET PROTEOT ION 1=0R NON PAVED AREAS 5. WHEN WASHING 15 REQUIRED, IT SHALL M DONE ON A AREA STABILIZED WITH STONE AND ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BEFORE BEGINNING EARTH MOVING INTIKH DRAINS INTO AN APPROVED SEDIMENT t IN6 DEVICE. ACTIVITIES,OR IN THEIR PROPER SEQUENCE,AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. ENTRANCE i I 1 / STAKE 5. PERIODIC INSPECTION AND NEEDED MAINTENANCE!SHALL 6E PROVIPEP AFTER EACH RAIN. A STABILIZED CONSTRUCTION ENTRANCE PAD OF 1-1/2"TO 2"CLEAN STONE WILL BE PLACED AT ALL CONSTRUCTION t)W WOOD F, � DRIVEWAYS IMMEDIATELY AFTER SITE DISTURBANCE.(DIMENSIONS:LENGTH-NOT LESS THAN 50 FT.,EXCEPT ON SINGLE 1 G� INLET / I l \ FAi3RIG RESIDENCE LOT WHERE 30 FT.MINIMUM WOULD APPLY:WIDTH-24 FT.MIN.,BUT NOT LESS THAN FULL WIDTH OF 4/ / � ENTRANCE OR EXIT DRIVES:DEPTH-NOT LESS THAN 8 IN.)FILTER CLOTH IS REQUIRED PRIOR TO STONE PLACEMENT. TYP. - , / / .�- - ENTRMCErEGrIGN / _ _ — .T-�A��w � Al�(;;�,�� ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR MORE THAN 14 DAYS AND NOT SUBJECT TO CONSTRUCTION O Q / 1"II1-111L�IIL- /�I I(I I I� TRAFFIC,WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING.IF THE SEASON PREVENTS THE ESTABLISHMENT OF A _� i(ITI' v;/� !✓-Ip ' N0 TEMPORARY COVER,THE DISTURBED AREAS WILL BE MULCHED WITH STRAW OR EQUIVALENT MATERIAL,ATA RATE OF - '!I) �'� OR � NSE 2.5-3.0 TONS PER ACRE,ACCORDING TO STATE STANDARDS. PERMANENT VEGETATION TO BE SEEDED ON ALL EXPOSEDAREAS WITHIN FOURTEEN(14)DAYS AFTER FINAL GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED. l 1 l� � - CU�IED FA�RIG THE APPLICATION OF TOPSOIL,LIMING,FERTILIZING,SEEDING,AND MULCHING FOR DISTURBEDAREAS SHALL BE DROP INLET CONSISTENT WITH THE STANDARD GENERAL PRACTICES FOR CONSTRUCTION. WITH GATE IMMEDIATELY FOLLOWING INITIAL DISTURBANCES OF ROUGH GRADING,ALL CRITICAL AREAS SUBJECT TO EROSION(LE., I II STEEP SLOPES AND ROADWAY EMBANKMENTS)WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW f ` • / l�J / MULCH OR A SUITABLE EQUIVALENT,ATA RATE OF 2.5-3.0 TONS PERACRE rrt I . AND STABILIZED DAILY,AS THE ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED INSTALLATION PROCEEDS(LE.,SLOPES GREATER THAN 3:1). /r GAS �� AT THE TIME WHEN SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS TO BE ESTABLISHED,ANY SOIL AT CVFT RS THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. 4 I NLFT``F SOT EGT ION ff R I AVE AREA IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,NON-VEGETATIVE MEANS OF 5T� PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. 1 nx4„ VV06P m IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES UNTIL ALL 1 / !!� 0 / / q (` AREAS HAVE BEEN PERMANENTLY STABILIZED. l N� !�' MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES PROPER MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT CONTROL FACILITIES ARE NECESSARY TO THE MIN. Z'�• ';r' ...p; EFFECTIVENESS OF THE EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES. p� A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE ENTRANCE OF EACH CONSTRUCTION INGRESS • �� 'l�! I \ /\ / - ONTO PUBLIC THOROUGHFARES_AND STABILIZED ROADWAYS. s s OON STRWT I ON SPEO 11=1 OAT I ON s I �© s \ r / DISTURBED GROUND SURFACES'SHALL BE SPRINKLED WITH WATER,AS NEEDED,TO LIMIT THE FORMATION AND MIGRATION OF AIRBORNE.DUST. / ! FILTER FAE3RIG SHALL HAVE AN EGS OF 40-85. �LfZIAP MAY SILT FENCE TYP. GE USED FOR SHI Tl* TERM APPLIGATION5. b' OPERATIONAL MEASURES SHALL BE EMPLOYED DURING CONSTRUCTION TO PREVENT THE SPILLS OF FUELS AND / 2. GLR FApRIG FROM A GGNfINUOIY ROLL TO ELIMINATE JOINTS. IF LUBRICANTS.IF A SPILL OCCURS,IT SHALL BE CONTROLLED IMMEDIATELY TO PREVENT ITS ENTRY INTO OFF-SITE AREAS 4" JOINTS ARE NEEDED-THEY WILL M OVERLAPPED TO THE NEXT STAKE INCLUDING ADJACENT STORM SEWER. STAKE MATERIALS WILL-W_ STANDARD V x 4" WOOD OR.EQJIVALENT. ANY TEMPORARY EROSION CONTROL FACILITY SHALL REMAIN FUNCTIONAL UNTIL VEGETATIVE COVER IS SUFFICIENTLY METAL WITH A MINI" LENGTH OF 3 FEET. � � ESTABLISHED WITHIN THE RESPECTIVE TRIBUTARY DRAINAGE AREA. v`K/ 4. SPACE STAKES EVENL A qj v N-ET 3 FEET APART' AND DRIVE= A MINNv&.M 0 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY M PRPOW ANY DEBRIS ACCUMULATED IN EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE REMOVED AND PROPERLY 'o WITH THE USE GP.WIRE MESH DEHIND THE FILTER FW16, FOR SLPPORr. DISPOSED.THESE FACILITIES SHALL BE CHECKED DAILY AND AFTER RAINFALL EVENTS,AND REALIGNED AS NEEDED. / \ _ 5. f IG avLL DE EMDEDDED I FOOT MINIMLM PELDN/ 6ROI.W AND SEDIMENT SHALL BE REMOVED WHEN ITREACHESTHE FOLLOWING DEPTHS: STRAW BALE BARRIERS-6 INCHES bAGKFLLFD. IT 5F1ALL pE SECURELY FASTEI!ED TO THE STAKES AND FRAME _ SILT FENCING-6 INCHES \5250 e� SILTATION BASIN-9 INCHES l 5z�o / / 6. A 2" x 4" WOOD FRAME SHALL PE COMPLETED ARRJND THE CREST .or THE FA13WG FOR OVER FLOW STAPILITY. --- r� 6. It�t_ET PR STI�T GAAP DA51N5 IN PAVEMENT ((GR IN DINDER) TOE NOTE:DISTURBED AREAS SHALL BE CONSIDERED AS PERMANENTLY STABILIZED WHEN A MINIMUM COVER OF80%HAS I AIL (2X4 WOOD FRAME, FWIG AND STONE). PLAN BEEN ESTABLISHED. =� / GONTIZAGTOR TO MAINTAIN -AND GLEAN/TGP PRESS STl� AS NEEDED. v / AS ARPAS ARE PAVW OR 151WER INSTALLED CONTRACTOR TO FCLLOW THIS DETAIL_ 0 Zo G� OGK TALNtN6 \ \ MA 1" DRAINA6E ARPA I ACRE SILT FENCE �— �� - -- - /h T'1=MP�AY FRIG . 1�'.OP IN I . -Nat ; �.REFERENCE:-.NONE \�/\f/\f/\ ,\j\\j\ S�OXV TIUN ION GONT� L PLAN TMPORARSCALE:, (3 ONCRETE H Off I GROSS REFERENCE: NONE � = � -_ O � 5 SCALE NONE j CRO55 REFERENCE: NGNE 4 + STORE NAME, ADpREViATION & NO. LAKE C�EORC�E -=OUT TS -- LL O o WN �� SITE LOCATION q�3 U5 ROUTE 9 I LAK � ORC��, NY 1285 (� t DATE. NO. REV IBI W5 ► DRAWN PAY: �P SCALE. \.. 09109 4%;t C.J DATE: P.O. I�OX 435 DRAWING NO. 5ARATOC;A 5PRIN06, NY 125G(o - �O TEL_. (518)551-IWO FAX (518P81-1209 II TITLE:. ALTERATIONS TO THIS DOGLMENT 13Y OTHER THAN AN /� (� PLAN AUTHORIZED LICENSED PRGt ESSIGNAL ENGINEER IS ILLEGAL EROSION & BEY IMENT OON1RL/ `OL 1 N AND A VIOLATION GF THE NEW YORK STATE TYA ION LAW �-- P.O. Box 171 Middle Grove, NY 171 -- Phone: (518) 584-8284 LAWRENCE H. RUTLAND, JR. Mobile: (518) 527-6383 E-maillhrpe@nycap.rr.com June 20, 2016 Stewart's Shops 435 Route 9 Saratoga Springs,NY 12866 RE: Lake George outlets 1433 Route 9 Att'n: Chris Potter The referenced site was visited on this date to observe the framing installation. The framing was install in accordance with the approved plans and specification. However there was no diagonal bracing on the bottom chords as recommended by the truss manufacturers institute. The framer was informed and he agrees to install the proper members. No further inspection is anticipated. Sill %k. R11 L. pt r#E SC�►��' »�b Ethos Homes,L_I-C, Blower Door Test Results 13 Date: July$,2015 RECEIVED Technician: John Blouch 1 � r 515-275-5731 BPI ID 5009986 Location: Stewart's Shops o010 V b2-- 5,r �<n Building Information Floor Plan Area: 375 SF Enclosed volume: 37 OC,7 CF Envelope Surface Area. 10 }00(7 SF Test Data Test 1: Pressure — 7 7�, Flow Test 2: Pressure_' T y; r I ow-3'-S Test 3: Pressure — 7 5 , b Flow 3� Average: Pressure — 7q,8 Flow � I.��'� /7 Results Air Changes Per Hour(75Pa): ACH75 Leakage per SF (75N): CFM75/SF Signature: //, /, / john@ethoshornesllc. rn 20 Jordan Lane www.ethoshomesllc.eom (518)275-5731 Glenville,NY 12302 8Cd1711';-/lie GI-Catel- Construct1011 b1dustlY 11l the Tcstldlb'and B,-d mC1118'of.1114-,uid]'Yuid,5vsf n1S Adirondack Air Balance Co. , Inc . t �f. EEIVED 4 V I I I I 342 Ocndon Book Road I Queensbury, New York 12904 Phone (518) 798-6186 RLL (518) 792-4052 i "P1'oiidfingexperience and kf1ou1edgc- fvthe mecku1rcid systems of 2000 and hcrond . Adirondack Air Balance Co., Inc. Test and Balance Reports i Project: Stewart's Shops Address: Rt.9 Lake George,New York Certification: The systems herein have been tested and balanced to within tolerances specified in the plans and specifications or to within the limitations of the equipment installed.All the Testing and Balancing has been performed in accordance with The Associated Air Balance Council and The National Environmental Balancing Bureau.The results of those tests are recorded herein. Date:7/11/2016 By: Joh'h C.Merry Testing and Balancing Agency: Date: 7/12/2016 Adirondack Air Balance Co..lnc. Page: 1 of 1 Projcct#:3010 Project Name: Stewarts Shops Address:Rt.9 Lake George,New York AIR DISTRIBUTION TEST SHEET Terminal Room Terminal Design Test-FPM or CFM Final Number Number Type Size Factor FPM CFM Test I Test 2 'rest 3 FPM CFM Bard Unit N 1 Unit Grill 280 1.0 Hood 150 125* 260** 125* Hood 125* *-Position A, **-Position B r Bard Unit S w J Unit Grill 280 1.0 Hood 150 125* NR NR . Hood 125* *-Position A EF-t A 1 Bathroom N ER 10x10 1.0 Hood 70 0 73 NR Hood 73 EMB 1 Bathroom ER 10x10 1.0 Hood 70 68 NR NR Hood 68 TESTING AND BALANCING AGENCY: ADIRONDACK AIR BALANCE CO.,INC. INSTRUMENT LIST For John C.Merry Instrument Manufacturer Model# Calibration Range Seria!# Dale Capture Flood Shortridge ADM 870 4/14/2016 0-2000 CFM M00210 Air Data Shortridge ADM 12/2/2015 0-2000 CrM M08668 Multimctcr 860C Thermal TSI 9535-A 3/29/2016 _ 0-6._000 FPM 95-5.131005 Anemometer Incline Dwyer 400 Not Required 0-12,OOOF1'M Not Manometer 0-10" Required Magnehelics Dwyer 2002C Not Required 0-2.5" Not 2008 0-8" Required_ Sling 'Taylor 1330 Not Required 32-100F Not Psychrometer Required PocketThermo- Taylor Not Required -40-180F Nat meter TA16903 _ Required_ Water Meter Alnor HM680 4/4/2016 0-300 PSI _ 70651020 --� 1-IVAC Clamp Fluke 902 12!2/2015 0-600V 7280202 - Meter 0-600A Tachometer Shimpo DT-207L 4/13/2016 0-90,000 RPM D56130073 Jul. 25. 201b 2:54P MDIR No. 3322 P. 3/3 MIDDLE D�PAIZ`I'I�'I�NT YN�P�CT�C}N A.G�NCY, TNC. �exlcjs that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner. Stewarts Ice Cream Date: 07/13/2016 Occupant:Same Rt 9 P Locat'roiW433 Route 9 OccupancyNon=Residential Queensbury,Warren Co. NY Applicant: Hilltop Construction Cindy Albrecht 51 Crowley Rd. L Hudson Falls, NY 12839 J Joseph A.Holmes No. 145262201629EL Equipment: 225-Amp. Service Equipment(Transfer Switch; 360 MGM Amp.Service Conductor, 6-Switches; 64-Receptacles; 72- Fixtures; 1 -Water Heater,2-Vent Fans; 1 -Pizza Oven; 1 -47 Amp Lighting Panel;2-225 Amp Sub Panel;2 - Bond Units;2-20 Amp Compressors; 2-Freezer Cases; 1 -Cooler Case;2-Thermostates; 3-240 Volt Coffee Makers; 3-Exit(Emergency Combos; 1 -Walk In Freezer, 1 -Walk In Cooler,4- Boor Light Ckts; 1 -Time Clock;3- Emergency Lights: 1 -60 Amp Gas Panel;2-500 KW Electric Heaters This certificate applies to the e1wrical wiring to the electrical equipment listed immediately null and vold. This certific Ide applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated heroin. Upon a change in the use,occupancy or ownership Inspect=. No warranty is expressed or implied as to the mechanical safety.effi- of the property Indicated above,this certificate shall be immediately null and void. deny or fitness of the equipment for any particular purpose. Thfa certificate Shall In the event that the certificate becomes Invalid based upon the above conditions, be valid for a period of one year from bre above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered In any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc.to initiate the inspection and revalidaticn any of the components installed as of the above noted data,this certificate shall be process. A tea vAll bb charged for this service. , - - l )0 evergreen TESTING& ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet. New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: June 30, 2016 PROJECT NO: ETEAG-10 Stewart's Shops Exit 20 Queensb=. NY TO: Chris Potter Stewart's Shops iJ L ZD I PO Box 435 Saratoga Springs, NY 12FIF;F; REPORT ENCLOSED: DATES: CONCRETE: 5-27-16, 6-1-16 DENSITY: SITE OBSERVATION: SUBGRADE OBSERVATION: REINFORCING STEEL: OTHER: DISTRIBUTION: Chris Potter - cpotter(a�stewartsshops.com 00 m CL N to CP (a 3; E to co 0 z CL 00 C1.4 M V- 7- L) 0 CO V- m U. to (0 w - z (0 ftb C) 6 d m 0 V- co I TS CL i 41 Z rl- w 9 C� M - 0 .3 r_ c Ln Im tV CL Z Lu 0 d OD IL V- 0 m E co 00 ui 0 0- CL of 00 © 0 LO GO z 0 lu In w (n r: js ca co CV w N CM 06 1 Iz <0 uj w (=J) 5 z CL 0 F ai CO) wp- P- C) I- r-- CN LU w U) > 0 CO 8 U, to tYi w a+ E o,ui + z w 'co w z WN 2 0 at 0 ca cn 0 0 co tD co (D CL to Irl, T" 0 E Ln C6 N. co LU 0 LU co 2: W w U) lu X to uj CL Cl) Z CL 0 w 0 .0 i`a to U) z 0) 2 0 C3 0 " d CO (3) C) — C4 cf) < E zz T- T- C4 N CM C14 z ILO CD CD (D CO (D 0 (M G) 0) 0) G) 0) 0 a. R 0 0 .2 z C14 0 Z z I w 0 in uj c;IL U Z Lffil coCL N u� to N co O , z N CDo p r C4 ♦+ to O CA a N i N � LL Co 1$ > r S d Q tj R1 tU t0 W C r m G f%1 tGpp M Z r W o i3 ix w C m « at! H r �0�p1 d CL C F N co Z F- iL I- a S � T a o a' ac o 0 om zWw �p Go IL t�� epi �N�pp cYi tMD M M 1-7V V go ui CD z co v O a �_ _ >. Q Q M F Z 4 n ~ N N = = tQt1 O UJe! a z w .a 0 as A a��i W �? a W �a r- C) NIgITN A Cl) H m e Cr > �. VU.V v ce; tri v W F- �n + Tr IV IT N 3O D w w_ z 3 W m m J O N m Cb � u d LO � O a' Za V 0 (OCOCOCCCOO U �� too Z to ttY W P Ni ca W2 O O r Q W CV N m r O W tG z Q O O `W LU 0 C3 c W0 7, hoz ° v} D O op w OOGfC7a- NM OD c4 �z z +3 O lL m = LL! F .. N `j O od z i- ao v W d t0! O i z° �2 y H 1L.:t-I I I I ll P.O. Box 171 Middle Grove, NY 171 Phone: (518) 584-8284 LAWRENCE H. RUTLAND, .,JR. Mobile: (518) 527-6383 E-mail lhrpe a nycap.mcom July 12, 2016 Stewart's Shops 435 Route 9 Saratoga Springs,NY12866 Att'n: Chris Potter Re: Lake George Outlets 1433 Route 9 An on site inspection was conducted on this date with the following results. Site work is basically complete with the following exceptions, installation of the rail fence along the North property line. The material is on site in preparation of installation. The exterior light fixtures are on site and the bases and connections are in place. It is anticipated that the installation will be completed by 12115116. Final placement of landscaping items is being dome at this time. The building and gas canopy are structurally complete and were constructed in accordance with the approved plans. Sincer IOUJr; '. 3 ' a3 `ty- f P.O. Box 171 Middle Grove, NY 171 Phone: +(518) 584-8284 LAWRENCE H. RuTLANC), JR. Mobile: (518) 527.6383 J�-Zo ess�orz` .z�`n�E E-mail lhrpe@nycap.rT.coi-n July 12, 2016 Stewart's Shops 435 Route 9 Saratoga Springs, NY 12866 Att'n: Chris Potter Re: Lake George Outlets 1433 Route 9 An on site inspection was conducted on this date with the following results. The interior and exterior lighting systems have been installed to meet the 2014 New York Energy Conservation Construction Code. The Mechanical systems have been installed to meet the 2014 New York Energy Conservation Code. Since Imo., �Rutlaid Jr. 'E 4E S; �w FYPON MOULDING MLD449-Ib TO BE WHITE IN DOLOR PROPOSED COLUMNS TO 13E FLUSH - A6AIN5T BUILDING AND WRAP AROUND CORNER. COLUMN TO BE PAINTED WHITE IN COLOR FYPON MOULDING MLD` TO BE WHITE IN GOLOR 51LVE1k -1 L GOLMN5 TO BE FLUSH ALUMIRM AGAINST BUILDIN5. COLUMN 5TOREFRONT TO BE PAINTED WHITE IN CALOR EAST ELEVATION FYPON MOULDING HRLV12)(36 FYPON MOULDING MLD4441-I6 TO BE WHITE IN CALOR FACIA TO BE WHITE IN COLOR 1433 US `_�'� LAKE 6EOR6E/ N)" FYPON MOULDIN6 MLD444-16 TO BE WHITE IN COLOR FYPON MOULDING MLD520-I6 TO BE WHITE IN COLOR FYPON !-�IN6 HRLV72X3b FACIA TO 13E WHITE IN DOLOR -, - L 5T NE VENEER TO WRAP ON (3) 51DE5 OF BUILDING NORTH ELEVATION HVAG UNIT EXTERIOR ELEG. PANEL ENCLO5URE PAINTED TO MATCH EIF5 NEST ELEVATION LID eorr�c Lw*rr (4 TOrA) FREESTANDING SION SIZE" 6--o"-$"=58 5Q. FT. LET7ER5" I/8" PLEXI6LAb5 FADE ON 4-1/2" THICK CAN -12" SLIDE IN PLEXIOLA55 6A5 PRICE NIIEERS -12" SLID IN PLEX16LA56 DIESEL PRIGS NIERS ILLUMINATIONS EXTEM4ALI.Y ILLUMINATED WITH LED 6005ENWK LI6HT5 I HARDIE BOARD FIBER 1 GEMENT CLAPBOARD 4TRAW-5FER G (GOBBLE 5TONE) ELEC. MPRE55OR METER SWITCH SHEET DRANING NO. NAME DESGRIPTION NQ-- TILE I T-1 TITLE SHEET KRAFT PAPER INSULATION 2 5-1 EXISTING 51TE/DEMO PLANMUST BE COVERED BY 3 5-2 PROPOSED 51TE PLAN NON-COMBUSTIBLE BARRIER 4 5-3 GRADING PLAN 5 5-4 LAND56APIN6 PLAN N TIC b 5-5 LIGHTING PLAN FOAM INSULATION MUST BE 7 5-6 TRUCK ROUTING PLAN COVERED BYA 15 MINUTE THERMAL BARRIER 8 5-7 M15GELLANEOU5 DETAILS CI 5-b MI5GELLANEOU5 DETAILS 10 5-q M15GELLANEOU5 DETAILS II 5-10 EROSION $ SEDIMENT GONTROL PLAN 12 5-10 TRAFFIG CONTROL DETAILS 13 5-10 51DENALK 8 RAMP DETAILS 14 5-10 51DEHALK $ RAMP DETAILS 15 5-10 51DENALK $ RAMP DETAILS Ib 6-1 TANK INSTALLATION DETAILS 17 6-2 TANK INSTALLATION DETAILS 15 6-3 CANOPY DETAILS Iq 6-4 CANOPY DETAILS 20 A-1 FOUNDATION PLAN 21 A-2 51DENALK PLAN 22 A-3 PLUMBING PLAN - SUPPLY 23 A-4 PLUMB►N6 PLAN - HASTE 24 A-5 FRAMING PLAN 25 A -b TRU55 PLAN 2b A-7 ELEGTRIGAL PLAN 27 A-8 ELEGTRIGAL - GONDUIT LOGATION5 2b A -q INTERIOR LI61-ITIN6 PLAN 2q A-10 BUILDING 5EGTION5 30 A-11 BUILDING SEGTION5 31 A-12 BUILDING 5EGTION5 32 A-13 STONE VENEER DETAILS 33 A-14 510INO DETAILS 34 A -I5 BUILDING NOTES 35 A -Ib FLOOR LAYOUT PLAN �.EC,K AU FT. aM t TOTAL) GANOPY NORTH � SOUTH ELEVATION TYPICAL BUILDING SIGN 1 SIZE-: 10p500�. FF�T/.�e, w9 ,(CE 0" 4-1/2" THICK CAN BUR6UAJDY L.ETfEftS LI6HT5" EXTERNALLY ILLUMINATED WITH LED 6005ENEGK L16HTS ALTERATIONS TO TH15 DOOAC-NT BY OTHER THAN AN AOTNGRIZED LICENSED PROPE55IONAL EN61NEER 15 I1-1-E6AL AND A VIOLATION OF THE NEW MU YORK 5TATE ELATION LAW LOGAnoN NOTICE LEVER HAND REQUIRED ON ALL PASSAGE DOORS WHETHER INTERIOR OR EXTERIOR DOORS FILE COPY a�UNOGd CANOPY SIGN SIZE" 5Q. FT. LETTERS" 1/6" PLEXIISLA55 FACE ON THICK GAN L ILLUMINATION" EXTERNALLY ILLUMINATED WITH LED 6O05ENEM L1611T5 MAY 0 3 2016 1- 1 P �a as � lV (\ rV 00 Cq rn �i M u � rn co a (V Z' -C�z Y�1 rn a' 6 rl 16 N E ' M Go ,? O N {A r -I U TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. TOWN OF QL BUILDING & I PROVWT - Reviewed By: DISPENSER Date: ate: CANOPY EA5T $ NEST ELEVATION " NO. LAKE OEOROE OUTLETS - LOOB - 458 1455 US ROUTE q - LAKE OEOROE, NY 12845 DATEINO.1 REVI510N5 1 DRAWN BY: GP 56ALE: 1/8>"=l '-o ° DATE: P5/15/15 DRAWING NO. T- I TITLE: TITLE SHEET LEstm DQSTIN6 — — — — — — — PFZFMTY Lm SAN — sAMrA2Y -sew LIME — — — OVERHEAD WRE a Euy WIRE ru Urrz- Y Pa O u •/EWER *ttCLE M • FON FIN MONrrORING WELL Lleff POLE CATCH PASM.r"J —o—�— RAL FENCE — —OO muATiON cONr01.R v yr sr-tpO5T WATER 6111ff T WATER VALVE yya NYpRANr SIRVEY NOTES: I. DEED REFERENCE: CHAMPI.AIN OIL COMPANY, INC. r0 5ANDRI REALTY, INC., DATED MAY 23, WOO ArlD RECORDED IN THE WARREN COUNTY CLERKS OFFICE ON JM 2, 2000 IN 600K 1167 OF DEEDS AT PAGE 109- 2. MAP REFERENCE: 'MAP OF PART GF LAND5 OF HALF -WAY 6A6IN6,IN(!% DATED FE6RU.ARY 4, 1972 AND REVISED ON &Ek)5T S, 1977 6Y CCLLTER 8, MGGORMACK AND REGGRDEP IN THE WARREN 60-NTY CLERKS OFFICE ON 6EPTEWR 9, 1983. 3. THIS SLpZVEY WAS PREPARED WITHOUT MNEFIT OF AN LP-rO-DATE Af6TRA6T OF TITLE AND 15 THEREFORE SUBJECT TO ANY AND ALL RICfir-OF-WAY ANP/OR EASEMENTS OF RECORD, PARrICLLARLY FOR UVDEROROl,INIP UFILITIES. 4. HIGHWAY BOUNDARIES ARE SHOWN A5 THEY APPEAR ON MAP NO. 199, PARCEL NO. 245 FOR GLENS FALLS - LAKE GEORGE STATE HIGHWAY NO. 417, CHAMPLAIN OIL COMPANY, INC. (REWTED OWNER), PATER mE 8, 1998 By rHE NEW YORK STATE DEPARTMENT OF rRAN5PORTATION. NOTICE OF APPROPRIATION WAS RECORDED IN THE WARREN OCUNTY CLERKS OFFICE IN BOOK 1072 OF DEED5 AT PAGE 178. 5. ELEVATiON6 SHOWN HEREON HAVE BEEN DETERMINED WITH RESPECT TO AN AS6LMED VERTICAL DATUM. S$L# 2M,90—I--55 #Ik99 U.S. RAVE 9 LAJ.-S N/F 6P UM ASSAGATES, LLL 15m PITS (PRBZM MaKrANN 6~ 45 CUTLETS) O TIE $1 ALTERATIONS TO T115 DOL1A£Nf 15Y OR1ER TF1AN AN AUTHORIZED LICENSED FROT'E551ONAL ENCIMER 15 p.LEelAL AW A VI0.ATION OF T}E I"EW YORK 5TATE EDU:ATiOJ LAW STORE NAME, AN*FNlATION & SITE LOCATION MAP LAKE GEORGE OUTLETS - L00)- 458 1433 US ROUTE 5 - LAKE GEORGE, NY 12845 DATE I NO.I REVISIONS I 1 • � PO. BOX 435 -1 5ARATOGA SPRINGS, NY 12566 EL. (518)581-1200 FAX (518)581-1209 AWN BY: GP SCALE: I"=2d PATE: 5/4/I5 DRAWING NO. s --I TITLE: EXISTING 51TE/DEMO PLAN �4na'A" 5 .aq,. aF;i4 v 288.1 I4u8 11 27 'gl ` 5&812121 " i. 145A 51.te P'v �. LLJ SEB w, @ RI 'lite 394a t�!' 1r L.... ,[ 21 !V22 i ! ! l Qtl rcxld 'L' Fa, Lrp dv dot 1 KcJ r .�. 289.1Qwr Gror Neth LLC way p � 9ge 5 g9 pc 4 23P TIE $1 ALTERATIONS TO T115 DOL1A£Nf 15Y OR1ER TF1AN AN AUTHORIZED LICENSED FROT'E551ONAL ENCIMER 15 p.LEelAL AW A VI0.ATION OF T}E I"EW YORK 5TATE EDU:ATiOJ LAW STORE NAME, AN*FNlATION & SITE LOCATION MAP LAKE GEORGE OUTLETS - L00)- 458 1433 US ROUTE 5 - LAKE GEORGE, NY 12845 DATE I NO.I REVISIONS I 1 • � PO. BOX 435 -1 5ARATOGA SPRINGS, NY 12566 EL. (518)581-1200 FAX (518)581-1209 AWN BY: GP SCALE: I"=2d PATE: 5/4/I5 DRAWING NO. s --I TITLE: EXISTING 51TE/DEMO PLAN LEefm EXISTING NO. — — — — — PROFMTY LINE 5AN SANITARY FEWER LINE — — OVERHW WIRE v GUY WIRE Q LTLITY POLE QS SEWER M*Ha E I Er3HT MIN., SEP IRON PIN REAR I;LDG 5(!TfMCK (WEST) MONWORIN6 WELL FRONT CANOPY 5ET6ACK (EA57) UeHT POLE SIDE CANOPY SETBACK (NORTH) CATCH PA6I116 Loo— RAIL FPJNCE — —100— ELEVATION OONTaR P 516NPOST cf WATER SHUTOFF da WATER VALVE FREESTANDING SIGN HYDRANT PROP05ED NO PARKING 516N C6� STORM WATER CATCH 15AC21N LF&M PROPOSED LIGHT POLE co® SANITARY OLEANOff BTORI,iWATtR ROW DIRECTION --------rye ------ DRAINAGE LIPS — r TYPE K WATER LATERA- - 4'PVC SEWER LATERA. 'r 3'. ♦ ',r : "'rix` r �-----it eUP,VEY NOTES: I. DEED REFERENCE: CHAMPLAIN .OIL COMPANY, INC. TO SANDRI REALTY, INC-, DATED MAY 23, 2000 AND RECORDED IN THE WARREN COAN7Y CLERK'S OFFICE ON LNE 2, 2000 IN 64OK 1167 OF DEEDS AT PAGE 149. 2. MAP REFERENCE: 'MAP OF PART OF LANDS OF HALF–WAY 6ApIN5,INC.", DATED FURUARY 4, 1972 AND REWI EP ON AU"T 5, 077 6Y COILTER & MCGORMACK AND RECORDED IN THE WARREN Ca NTY CLERK'S OFFICE ON SEPTEMi>ER 9, 1983. 3. THIS SURVEY WA5 PREPARED WITHOUT 13ENEPI1 OF AN LF–TO–DATE A55TRA6,T OF TITLE AND 15 T -HEREFORE 5LJ6,E6T TO ANY AND ALL R16HT–OF–WAY AND/OR EA5EMENrS OF REGORp, PARTICUARLY FOR LINDERGRUND UTILITIES. 4. HIGHWAY 13O.AJDARIE6 ARE SHOWN AS THEY APPEAR ON MAP NO. 199, PARCEL NO. 245 FOR CA.ENS FALL5 – LAKE GEORGE 51 -ATE HIGHWAY NO. 417, CHAMPLAIN OIL COMPANY, INC. (REPUTED OWNER), PATER J,dNE 8, 1998 6Y THE NEW YORK 6TATE DEPARTMENT OF TRANSPORTATION. NOTICE OF APPROPRIATION WA5 RECORDS IN THE WARREN COUNTY CLERK'S OFFICE IN GOOK 1072 OF DEED5 AT PACS 178. 5. ELEVATIONS SHOWN HEREON HAVE 6EEN DETERMINED WITH RESPECT TO AN A55LMEP VERTICAL DATUM. 0 SIGN KEY: MINIMUM LOT AREA NO. RESERVED 49,560 5Q. FT. (I ACRE5) 31,47960 Mvlc P e4c N O — PARKING MINIMLM PERCENT PERMEABLE 12"x18" MIN. SIZE 5-0" MGUNTIN6 FRONT f4..DG 5ETPAGK (EAST) 204 FEET 510E ELD6 SET6ACK (NORTH) 153 FEET I Er3HT MIN., SEP REAR I;LDG 5(!TfMCK (WEST) 75 FEET FRONT CANOPY 5ET6ACK (EA57) PLAN FOR LOCATION SIDE CANOPY SETBACK (NORTH) VAN 20 FEET MIN, 51-M 50 FEET REAR CANOPY 5LMMCK, (WE57) 92 FEET 6UILPIN6 HEIGHT ACCESSIBLE 6UILDING 51011 75 FEET CANOPY 516N R7-8 &/�R7–SA FREESTANDING SIGN NO NO PARKING 516N EXISTING 77 FEET PARKING ANY TIME rx"I" MIN- dSIZE 5-' MOUNTING I-EIOHr MIN., SEE PLAN FOR LOCATION _ 24X R7 -I 7% MINIMUM LOT AREA NO. MINIMLM LOT WIDTH 49,560 5Q. FT. (I ACRE5) 31,47960 MINIMLM ROAD FRONTAGE 150 FEET MINIMLM LOT DEPTH 175 Feer MINIMLM PERCENT PERMEABLE I/21/I6 FRONT f4..DG 5ETPAGK (EAST) 204 FEET 510E ELD6 SET6ACK (NORTH) 153 FEET SIDE ELPG SETIEACK (5011TH) REAR I;LDG 5(!TfMCK (WEST) 75 FEET FRONT CANOPY 5ET6ACK (EA57) 74 FEET SIDE CANOPY SETBACK (NORTH) 510E CANOPY 5ETPACK (SafTH) 20 FEET MIN, 51-M 50 FEET REAR CANOPY 5LMMCK, (WE57) 92 FEET 6UILPIN6 HEIGHT 6UILDING 51011 75 FEET CANOPY 516N II FEET FREESTANDING SIGN PARKING 20 FEET MIN, SLM 50 FEET EXISTING 77 FEET SITE15—L AGE DATA 6REEW5FACE 7,606 Sq. FT. 24X 6UILDING 2,066 SQ. FT. 7% CONCRETE 2,878 5G'. FT. 9% PAVEMENT 181930 SQ. Fr. 60: TOWN Of 0JffNSfWY WARREN COUNTY PARCEL# 28800-I-54 RF 11 NO. STI 49,560 5Q. FT. (I ACRE5) 31,47960 5q. FT. (0.723 A(RE5) 150 FEET 11/25/15 175 Feer 50 FEET I/21/I6 175 FEET 204 FEET 2/29/16 153 FEET 30% 24% 75 FEET 74 FEET 24 FEET MIN, 5LM 50 FEET 47 FEET 20 FEET MIN, 51-M 50 FEET 92 FEET 25 FEET 36 FEET 75 FEET II FEET 20 FEET MIN, 5LM 50 FEET 74 FEET 20 FEET MIN, SLM 50 FEET 77 FEET 25 FEET 83 FEET 40 FEET 1/150'L6 5PAGE5 – PROP05ED SITE USAGE DATA 6REEN5PACE 3,513 5R. FT. 11% 6UILDING 3,897 z3q FT. 13% CONCRETE 6,385 SLR. FT. 207 PAVEMENT 17,685 5Q. FT. 56% PROP05ED 31,479.60 5QZ FT. (0.729 ACRE5) 175 FEET 175 FEET 153 FEET II% W FEET 124 FEET 10 FEET 21 FEET 23 FET 47 FEET III FEET 51 FEET 23.5 FEET I @ 10 SQ. FT. EA. 2 @ 14 SCJ. FT. EA. I @ 55 5q. FT. EA, 25 SPACES SOIL DATA: SOIL DATA orAINL-P PY 5TEWART'5 5HOP�D CORP. 2/9/16 -OVP15TA81UZEP RATE – 124 INCHES/HOUR ALTERATIONS TO Thr, DOCU&Ni' 3Y OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL APD A Vta_ATION OF THE NEW YORK STATE ERJCATWN. LAW STORE NAME, itTown of Queensbury Community Development Office 772 Bay Road, Queensbury, NY 12307 Town of Queensbury Planning Board RESOLUTION– Grant Site Plan Approval for Sitz Plan 59.2015 Stewad's Shops Corp. Tax tirap ID: 233.00.1-53 /Property Address: 1333 State Route 9 / Zoning: Cl The applicant has subnnitted an application to the Planning Board for Site Plan approval pursuant to Article 9 of the Town zoning Ordinance for demolition of existing gas service station/convenience store and replace with a new 3,397 sq. it. Stewart's Shop with three self -sere multi -product dispensers under a 1,500 sq. ft. canopy (6 pumps). Pursuant to Chapter 179.3-070 of the Zoning Ordinance. New convenience store with fuel shall be subject to Planning Board review and approval. . Pursuant to relevant sections of the Town of Queensbury Zoning Code -Chapter 179.9.030, the Planning Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; As required by General Municipal Law Section 239 -nn the site planapplication was referred to the Warren County Planning Department for its recommendafiorn; The Planning Board has reviewed the potential euvironnme rtal impacts of the project, pursuant to the State Environmental Quality Review Act (SEQRA) and adopted a SEQRA Negative Declaration –Determination of Non -Significance The Planing Board opened a public hearing on the Site plan application an 11/19/2013 and continued the public hearing to 1/26/3016 when it was closed, The Planning Board has reviewed the application materials submitted by the applicant and all comments made at the public searing and submitted in writing through and including 1/26/2016; The Planning Board determines that the application complies with the review considerations and standards set forth in Article 9 of the Zorniue Ordinance for Site Plan approval, MOTION TO APPRONT SITE PLA\ 59--2015 STEWART'S SHOPS CORP.. Introduced by Paul Schonewolf who moved for its adoption, seconnde d by David Deeb: Per tine draft provided by staff conditioned upon the foltowing conditions 1) Waiver request ¢ranted 2 Adherence to fire items outlined in the follow-up letter sent with this resolution. a) The linnits ofcleaing will constitute ano-cut buffer zone, orange construction fencing small be installed around these areas and field verified by Ccrmnual y Development staff; b) If applicable, the Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, approval, permittingandinspection; e) If curb cuts are being added or changed a driveway pennit is required. A building permit will not be issued until the approved driveway pennit has been provided to the Planning Office; a) If application was referred to engineering then Engineering sign -off required prior to signature of Zoning Administrator of the approved plans; b) If required, the applicant must submit a copy of the following to the Town: a. The project NOI (Notice of Intent) for coverage under the current "NYSDEC SPDES General Permit from Construction Activity" prior to the start of any site work. b. The project NOT (Notice of Termination) upon completion of the project c. The applicant must maintain on their project site, for review by staff: i. The approved final plans that have been stamped by the Town Zoning Administrator. These plans must include the project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared and approved; ii- The project NOI and proof of coverage under the current NYSDEC SPDES General Permit, or an individual SPDES permit issued for the project if required. c) Final approved plans, in compliance with the Site Plan, most be submitted to the Conmmnity Development Department before any further review by the Zoning Administrator or Building and Codes personnel; d) The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work; e) Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; t) As -built plans to certify that the site plan is developed according to the approved plans to be provided prior to issuance of the certificate of occupancy. g) Resolution to be placed on final plans in its entirety and legible. Duly adopted this 26" day of January, 2016, by the following vote: AYES: Mr. Deeb, Mr. Schonewolf, Ms. White, Mr. Magowan, Mr. Ferone, Mr. Traver, Mr. Hunsinger NOES: NONE Cc: LAKE OEOROE OUTLETS - 1_00f5 - 458 1433 US ROUTE 9 - LAKE EUEORelf, NY 12845 DATE NO. REVISIONS 9/29/15 1 SNOW STORAbE 11/25/15 2 ELMINATED I PARKING 6PA6E I/21/I6 9 61KE RACK & EWER 6AGKWATER VALVE 2/29/16 4 PERC TEST LOCATION & DATA PO. SOX 435 SARATOGA 6PRIN65, NY 12566 STEL. (515)551-1200 FAX (515 51-1209 ' DRAWN 6Y GP SCALE: DATE: DRAWING NO. CPR0P06ffP SITE PLAN EXISTING 5AN It0ii T <' T �'r'r�r�7Su �,A:IIGT3FaTi� i�I�'9 Qidl� -4 GUY WIRE UTILITY POLE SEWER MANHOLE IRON PIN MONITORING WELL LIGHT" POLE CATCH BASINS RAIL FENCE ELEVATION GONTA,R 516NPO6T WATER gtITOFF WATER VALVE HYDRANT — STORM WATER CATCH 6ASIN — PRA'OSED ue fT PAF SANITARY G_EANGUT 6TORMWAT5K RDW DFEGTION — PAVEMENT 6RADE WEAK DRAINAGE LIME w (' TYPE K WATER LATERAL 4'PVC SEWER LATERAL .,,,.� i__ u9 11 WO — ELEVATION GOINTA,R SURVEY NOTES: 1 DEED REFERENCE: CHAMPLAIN OIL COMPANY, INC. TO SANDRI REALTY, INC, DATED MAY 23, 2000 AND REGARDED IN THE WARREN GGUNTY CLERK'S OFFICE ON JANE 2, 2000 IN BOOK 1167 OF DEEPS AT PAGE IO9. 2. MAP REFFJRENGE:'MAP OF PART OF LAND5 OF HALF -WAY GABIN5,INC. DATED FEBRUARY 4, 1972 AND REVISED ON AlJaL5T 8, 1977 BY COLTER & MGGORMACK AND REGARDED IN THE WARREN COJNTY CLERK'S OffICE ON SEPTEMBER 9, 1953, 3. THIS SLRVEY WAS PREPARED WIT -HOT BENEFIT OF AN LP -TO -DATE ABSTRACT GP TITLE AND Is THEREFORE SUB,ELT TO ANY AND ALL RI6HT-OF-WAY AND/OR EASEMENTS OF RECORD, PARTICLLARLY FOR LNDER6ROJND UTILITIES. 4. HIGHWAY BOUNDARIES ARE SHOWN A5 THEY APPEAR ON MAP NO. 199, PARCEL NO. 245 FOR 6LENS FALLS - LAKE GEORGE STATE HIGHWAY NO. 417, CHAMPLAIN OIL COMPANY, INC. (REPUTED OWNER), DATED ,LNE S, 1998 BY THE NEW YORK STATE DEPARTMENT GF TRANSPORTATION. NOTICE OF APPROPRIATION WAS RE60RMP IN THE WARREN COUNTY CLERK'S OFFICE IN BOOK 1072 OF DEEDS AT PAGE M8- 5. ELEVATIONS SHOWN HEREON HAVE BEEN DETERMINED WITH RESPECT TO AN ASSLMED VERTICAL DATLM. 4INED BY P5 CORP. 2/9/16 RATE - 124 INCHES/HOUR 9-anuom 15ITE DRYWELLS ARE NOT SUITABLE FOR 5TORMWATER F. EXISTING DRYWELLS WILL BE REMOVED ANP CATCH BASINS _L5 WILL BE INSTALLED AND PIPED WITH AN OVERFLOW INTO DRAINA6E SYSTEM. 57FORMWAT-ER SYSTEM TO BE MAINTAINED BY PROPERTY CATCH BASINS, DRYWELLS, & PIPE TO 6E INSPECTED ON AN IS AND EXCESS SEDIMENT 15 TO BE GLEANED AIT A5 FOR STORMSEWER SYSTEM TO FLNCTION CORRECTLY. NRE TO BE REPLACED IMMEDIATELY IF THEY ARE FOUND NOT ,TIONIN6 PROPERLY. ALTERATIONS TO TtllS DOCUMENT 6Y ORHER THAN AN AJrHCRIZED LICENEEO PRLFE55IONAL ENGINEER I5 ENGINEER AND A VI0.ATI6N OF THE NEW YORK 15T -ATF EDUCATION LAW NAME, AMPEVIAT16N & NO. LAKE OEOR&E OUTLETS - LOOS - 455 11 US ROUTE 9 - LAKE eEOReE, NY 12,545 PATE NO. REVISIONS 9/29/15 I 51-ORMWATER VM IO/22/15 2 ADDED 9 DRYWLllS 2/29/16 9 FERO TE5T DATA & LOCATION PO. BOX 435 1 SARATOGA 6PRIN05, NY I284oG TEL. (515)5s1 -Iwo FAX (ai8�81-1209 DRAWN BY: GP SCALE: I"=2d DATE: 5/4/15 DRAWING NO. 5--3 TITLE: 6RAPINO PLAN DI i ALTERATIONS TO Tt115 POOJ&W by OftER THAN AN kfHORIMP LILEN�D PROF ZONAL ENCM IS i1E6A- AMV A VIaATION OP THE NEW YORK STATE ERYAnON LAW BrazeW=AMWIREVIATION a, No LAKE OEOR6E OUTLETS - LOO - 455 errE La;AncN 1433 U6 ROUTE 9 - LAKE 6EOR6E, NY 12845 PRAWN 6Y: GP SCALE: l=2d PATE: 8141Ir DRAWING NO. rJ-4 TITLE: LANPSGAPINO PLAN A$RV I i>OTANICA- NAME COMMON NAME QTY sIZE SPACWl RED MAPLE A 3" GAL. A5 SHOWN T7RUBRLM H5 HEMEROCALLIS 'STELLA PE ORO PAYLILY - 57ELLA PE ORO 2 6AL. AS SHOWN N RF RA6E(.KIA ftL61PA ft" -EYED SIYAN 2 6AL. AS SHOWN EP ECHINACEA PURPUREA 'RJ15Y STAR' GONEFLOJvER - PURPLE 2 6AL. AS SHOWN PF PENN15ETLN P16LPT 6RAS5 - PI6LET F=aNTAIN [45 3 &AL.A5 SHOWN SN SALVIA NEMOIz05A MAINACHT' SALVIA - MAY NIGHT 2 GAL. A5 SHOWN 56 5PIRAEA 6OLPMOUNP 60-DMGLNP SPIREA IA" -IS"' A5 SHOWN 5J 5PIRAEA JAPONICA LITTLE PRINCESS 5PIREA 5 14"-I5" AS SHOWN 15T MRMRIS THNMR6II REP LEAF 13AR6ERRY 3 IS" -2A AS SHOWN EA EUONYMU5 ALATL6 'GGMPACTUS PURNIN6 GUSH COMPACTA 3 24"-3d' A5 SHOWN i ALTERATIONS TO Tt115 POOJ&W by OftER THAN AN kfHORIMP LILEN�D PROF ZONAL ENCM IS i1E6A- AMV A VIaATION OP THE NEW YORK STATE ERYAnON LAW BrazeW=AMWIREVIATION a, No LAKE OEOR6E OUTLETS - LOO - 455 errE La;AncN 1433 U6 ROUTE 9 - LAKE 6EOR6E, NY 12845 PRAWN 6Y: GP SCALE: l=2d PATE: 8141Ir DRAWING NO. rJ-4 TITLE: LANPSGAPINO PLAN ARE-EDG-3M-DA Cree Edge'" Area Luminaire - Type III Medium - Direct Arm Mount Product Description Slim, low profile design minimizes wind load requirements. Luminaire sides are rugged cast aluminum with integral, weathertight LED driver compartments and high performance aluminum heat sinks. Convenient, interlocking mounting method. Mounting housing is rugged die cast aluminum and mounts to 3-6" (76-152mm) square or round pole. Luminaire is secured by two 5/16-18 UNC bolts spaced on 2" (51mm) centers. Performance Summary Utilizes BetaLED® Technology Patented NanoOpr ic° Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 5700K (+/ - 500K) Standard, 4000K (+ / - 300K) Limited Warranty*:10 years on luminaire / 10 years on Colorfast DeltaGuard° finish EPA and Weight: Reference EPA and Weight spec sheet Accessories XA-BRDSPK Bird Spikes Ordering Information Example: ARE-EDG-3M-DA-04-E-UL-SV-350-OPTIONS i 27.1" (688mm) } 181.1 (460r 2.1" (53mi 3.9" (99mm) - Optional Photocell Receptacle Location Convenient, interlocking Mounting �f Method LED Count (x10) Dim. 'X 04 12,1" (306mm) 06 14.1" (357mm) 08 161" (408mm) 70 18.1" (459mm) 12 20.7" (StOmm 14 22.1" (560mm 16 24.1" (611mm) 20 28.1" (713mm) 24 1 32.1" (814mm) ARE-EDG 31111 DA 9.9" (251mm) E 11.9" (303mm) ••• Available on luminaries with 40-60 LEDs. 13.9" (353mm) !, QP www.cree.com/lighting T (800) 236-6800 F (262) 504-5415 12 19.9" (505mm) UL WM Slil 40K4000KCo,,` 11z, *ure ARE-FD6 311 DA 04 E OL N 35M Type 111 iypeill Direct An OR Universal Universal Silver(Standard) 350mA Colorm - wmiWlre Medium Medium 06 08 2D -277V 120-277V BK S25' DIM O-Iov Dlmi 311119 Skin OB 10 IM UN Black 525MA Contro I errs Typelll W U universal Universal IU 701 Referto .usuieshestfordetails Mission 12 U 347 -MV 347-480V Bronze 70OMA Cant exceed speohed dnwcurrent w/BIS 16 34 34 pe FFuse F Fuse 20 347V 347V Platinum Bmme - Not avaeble with UH T 34 voltage; When code dkUcs losing, use time delay fuse 24 WN Will - Not available with all ML option Refer, to ML Spec sheet - NotaaWble with all ML options Refer to White White forawsbablity WAMLoptiom ML spec sheet fix awilabilitywith ML options Platinum 240V P Photwa NL M/Low07S/350/S25Dud CIKUKhpuD Bronze 27 - Notuaibbie wrthall ML options. Refer to ML necsheet -Referlo MLspecsheetfordetails I-Sersornotincluded 277V for availability with ML options 34 -Mist spe tlywl[ageotherthan UH P Phobil 347V ML MUMBL" - Not avabb'e with all ML options. Refer to 48 - Refer to ML spec sheet fix details -_--. ML spec sheet for availability with ML optica 480V - Must specify whage other than UH _. R NEMARtotocdl R¢cePtade - Not available with all ML optiars. Refer to ML spec sheet for availabilitymth Mr.optiom - Photoceg by others ML Multi-LNd - Refer to ML spec sheet for details 'Seewwxcree.Ca Aightln4rModudS/lvarrww/favrarremytaoa Dim. "A" ' Available on luminaires with 60-240 LEDs 9.9" (251mm) "Available on luminaires with 40-160 LEOS. 11.9" (303mm) ••• Available on luminaries with 40-60 LEDs. 13.9" (353mm) ®BetaLED c @us TECHNOLOGY QP www.cree.com/lighting T (800) 236-6800 F (262) 504-5415 Adiii E=k mm Rev. Date: 09/27/13 * _ Milli Is �. z�..,,, SEC-EDG-3M/3MB-WM Cree Edge'" Security Wall Pack Luminaire - Type III Medium - Wall Mount Product Description Slim, low profile design. Luminaire end cap is rugged die cast aluminum with integral, wearthertight LED driver compartments and highperformance aluminum heat sinks specifically designedned for LED applications. Housing is rugged ed aluminum Furnished with low copper lightweight mounting box designed for installation over standard and mud ring single gang J -Boxes Secures to wall with four 3/16" (Smm) screws (by others). Conduit entry from top, bottom, sides and rear. Allows mounting for uptight or downlight. Designed and approved for easy through -wiring. Includes leaf / debris guard. Performance Summary Utilizes BetaLED® Technology Patented NanoOptic' Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 5700K(+/- 500K) Standard, 4000K(+/ -300K) Limited Warranty*: 10 years on luminaire / 10 years on Colorfast DeltaGuard® finish Accessories XA-BRDSPK -Bird Spikes_- Ordering Information Example: SEC-EDG-3M-WM-02-E-UL-SV-350-OPTIONS 18.3" (464mm) I . 4.i" FT�n4 (104+mm) LED Count (x10) Dim. "A" 02 9.9" (251mm) 04 11.9" (303mm) 06 13.9" (353mm) 08 15.9" (404mm) 10 179" (455mm) 12 19.9" (505mm) SEC-EDG RS WM E E Symbol Qty -- i SFT -227 I I I 03 D UL WM Slil 3M WM 02 E R SV 350 40K 40DOK Cola Temperature 525ni Type 111 Wall 04 Mount- Universal Silver (Standard) 3501 - Color temperature per luminaire (Standard) Medium Single 06 New 2D -277V BK I DIM 0-10V Dlmpbp 3so 311119 Skin OB Construction IM Black 525mA -Control by others 350mA Typelll W # 0.2 universal BZ 700- - Refer to domino spec sheet for details 0.0 0.0 0.1 0.3 1. 3.2 8. 8 0 8 1 .9 2a�y/ 1.3 0.8 0.5 0.6 0.9 1.9 1.7 1.8/ 1 3 0.9/! 0.5 .3 Mission 12 347 -MV Bronze 700MA - Can't exceed specifwd drive current 0.0 0.0 0.1 +0.2 0.7 1.9 +31173.8/1 4.2 0 1.0 +0.7 1.3 2.2 3.7 4. +.1 +3.2 1 6 +.9 +0.4 '01.11 + + } + + W `� l r a + + + + + + + + 0.0 0.1 0.1 0.3 1 0 2.4 /4 / 5.2 5.0 0.9 0.7 1.5 2.5 3. 3. 1.8 2 �.6 + r + + + , +�+ + + # a a + + 5 +-1 *.7 1.0 / 0.6 0.3 0.0 0.1 0.1 0 1.1 2.21 1 rx ¢ ,6 9.5 .3 0.9 0.9 2. 3.7 r r [I) / r ILA / + to # + + + + + 4 +2 r.3 4.3 1.9 0.9 1.2 3. .4 3.B 3. 1.6 0. `0 '3 0.2 o.o 0.1 o.z 5 1.4 �6 , 76,�, \ J 2 r r , + r + + + r + + + + + + + + # + # # 0.0 0.1 0.1 0.2 0. 2. / 1 6.5 3.5 1.5 0.8 1.3 3.2 0 -3 1.6 .5 0. 0.1 r � 0.0 0.1 +0.1 0.4 /:1 3.1 ,, rr ��, 7/7.j�0.3 +2. 1.1 0.7 t1. 2.1 /� 4 1. 0.9 /0.3 .1 0.0 0.1 0.1 +0 3/0.9 +2.6 6.0 7.8 `11 �2�-,, ,+`.r8 3:'8 1( +0.7 + +. 1.3 1. 1.3 .7 10.4 0.2 / 0.1 0.0 0.0 0. 1 0.1 e/ 0.5 1.0 2 . 3.9 6.8 8.4 8.7 6 . . 7 2 .-+�.-0`�0.5 0.4 0.5 0.7 + .8 0 6 0.4 +0 �2 40.1/ +0.1 0.0 0.0 0.0 0.1 t 1 0.2 .3 0.4 _+0-,-7 3 +2 . 2.9 3 9 2.8 1.4 0.7 0.4 0.3 +0.3 0.3 /O �I .2 0.1 10.1 +0 � w/BIS 34 PB 120V FFuse 347V platinum Bronze 20 - Not avaeble with UH T 34 voltage; WN 208V - Not available with all ML option Refer, to ML Spec sheet White 24 forawsbablity WAMLoptiom Platinum 240V P Photwa Bronze 27 - Notuaibbie wrthall ML options. Refer to ML necsheet 277V for availability with ML options 34 -Mist spe tlywl[ageotherthan UH 347V ML MUMBL" 48 - Refer to ML spec sheet fix details -_--. • AewwwpeecaNngmllgNmw0myrawanany rims ' Available on luminaires with 70-80 LEDs "Available on luminaires with 2040 LEDs CAN -304 -PS -RS 304 Series." Canopy Luminaire - Petroleum Symmetric - Recessed Mount for Single Skin Canoples_ _ Product Description Luminaire housing is constructed from rugged die cast aluminum components. LED driver is mounted in a sealed weathertight center chamber that allows for access from below the fixture. Luminaire housing incorporates integral high performance heatsink fins specifically designed for LED canopy application. Luminaire mounts directly to the canopy deck and is secured in place with die-cast aluminum trim frame. Luminaire housing is provided with factory applied foam gasket and provides for a watertight seal between luminaire housing and canopy deck. Integral junction box allows ease of installation without need to open luminaire. Suitable for use in single skin canopies with 16" (406 mm) wide panels. See 227 Series for canopies using 12" (305mm) deck sections. Designed for canopies of 19 - 22 gauge (maximum 0.040" [7 mm) thickness). Performance Summary Utilizes BetaLED" Technology Patented NanoOptic• Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CGT: 5700K (+/ - 500K) Standard, 4000K (+ / - 300K) Limited Warranty*: 10 years on luminaire / 30 years on Colorfast DeltaGuard® finish Ordering Information Example: CAN -304 -PS -RS -04 -E -UL -SV -350 -OPTIONS 14"SO „ n r (356mm) 56mm) 8.7" (220 AE (24 9.6" (244mm) O O (56'rrtm 8.7" (220mm) (2a4mm> CAN-304PS RS RM E � I Symbol Qty -- i SFT -227 I I I 03 D UL WM CAN -304 PS RS 04 E UL WM 700' 40K 4000K Color Temperature 525ni Petroleum Recessed 06 Mount- Universal White 700mA - Color temperature per luminaire (Standard) Symmetric Single 7.22 New 120-277V (Standard) 525 DIM 0-10V Dimming 3so - When code dictates fusing, use time delay fuse Skin # + + # + # # # # + # + + 4 + t # 10 +5.7 0.7 0.6 Construction um SV 525mA - Control by others 350mA - Not available with UL, UH, or 34 voltages + + + + + + + + # # + + + + r + + + + + + + + 0.1 0.1 0.3 0.7 1.7 2.6 2.6 1.6 0.7 0.6 0.5 0.4 0.5 1.2 2.9 4.3 4.4 2.5 /0. .9 0.3 0. 0.2/ # 0.2 Universal Silver 350 - Refer to dimming spec sheet for availability and 0.0 0.0 0.1 0.3 1. 3.2 8. 8 0 8 1 .9 2a�y/ 1.3 0.8 0.5 0.6 0.9 1.9 1.7 1.8/ 1 3 0.9/! 0.5 .3 0.1 / +0.0 0.1 0.1 +0. .1 2.4 q . ' - J. 0.3 1 6 . ,+3 +1.5 0.7 0.7 1.1 1.7 3.1 +3A p3.9 2�5 i . 2 / 4(� 3 r # v J Com/ 347-480V SK 350mA additional information 0.0 0.0 0.1 +0.2 0.7 1.9 +31173.8/1 4.2 0 1.0 +0.7 1.3 2.2 3.7 4. +.1 +3.2 1 6 +.9 +0.4 '01.11 + + } + + W `� l r a + + + + + + + + 0.0 0.1 0.1 0.3 1 0 2.4 /4 / 5.2 5.0 0.9 0.7 1.5 2.5 3. 3. 1.8 2 �.6 + r + + + , +�+ + + # a a + + 5 +-1 *.7 1.0 / 0.6 0.3 0.0 0.1 0.1 0 1.1 2.21 1 rx ¢ ,6 9.5 .3 0.9 0.9 2. 3.7 r r [I) / r ILA / + to # + + + + + 4 +2 r.3 4.3 1.9 0.9 1.2 3. .4 3.B 3. 1.6 0. `0 '3 0.2 o.o 0.1 o.z 5 1.4 �6 , 76,�, \ J 2 r r , + r + + + r + + + + + + + + # + # # 0.0 0.1 0.1 0.2 0. 2. / 1 6.5 3.5 1.5 0.8 1.3 3.2 0 -3 1.6 .5 0. 0.1 r � 0.0 0.1 +0.1 0.4 /:1 3.1 ,, rr ��, 7/7.j�0.3 +2. 1.1 0.7 t1. 2.1 /� 4 1. 0.9 /0.3 .1 0.0 0.1 0.1 +0 3/0.9 +2.6 6.0 7.8 `11 �2�-,, ,+`.r8 3:'8 1( +0.7 + +. 1.3 1. 1.3 .7 10.4 0.2 / 0.1 0.0 0.0 0. 1 0.1 e/ 0.5 1.0 2 . 3.9 6.8 8.4 8.7 6 . . 7 2 .-+�.-0`�0.5 0.4 0.5 0.7 + .8 0 6 0.4 +0 �2 40.1/ +0.1 0.0 0.0 0.0 0.1 t 1 0.2 .3 0.4 _+0-,-7 3 +2 . 2.9 3 9 2.8 1.4 0.7 0.4 0.3 +0.3 0.3 /O �I .2 0.1 10.1 +0 � Black 120V - Can't exceed specified drive current BZ 20 F Fuse Bronze 208V - When code dictates fusing use time delay fuse PB 24 - Not available with all multi-level options. Refer to ' Platinum 240V multi-level spec sheet for availability and Bronze 27 additional information 277V Ml Multi -Level 34 - Refer to multi-level spec sheet for availability and 347V additional information + See www.tree.coni/lightimVproducts/warranty for warranty terms. ' Requires marked spacing 48" (1,219mm) x 24" (610mm) x 3" (76mi (48" [1.219mm) luminaire to luminaire, 24" (610mm) luminaire to side wall, 6" [752mm] above luminaire. "Ell -"M ® Beta LFD ® C us Rev. Date: 06/26/13 i TECHNOLOGY �■ -ems OO wwwcreemorn/lighting T (800) 236-6800 F (262) 504-5415 227 SeriesTM SFT 227 -5M -RM -03 -IC Soffit Luminaire - Type V Medium - Recessed Mount - 30 LED - IC Rated Product Description High performance energy-efficient LED down light, deisgbed for use in drop 1 " 4 6mm to 24" 610mm r new construction applications with 6 0 ( ) ceilings o e o ( ) 9 PP on ceriter building construction. Heavy gaugee steel recessed mounting frame features 1-1/2"(38mm) deep aperture throat to accommodate most standard ceiling thicknesses, and a universal mounting bracket that accepts 1/2" (13mm) EMT conduit, C -channel mounting bars or flat bar hangers with 5' (127mm) vertical adjustment from either above or below the ceiling. An oversized junction box is listed for eight #12 AWG feed through wires. Performance Summary Utilizes BetaLED• Technology Patented NanoOptic® Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 5700K (+/- SOCK) Standard, 4000K (+/- 30OK) Warranty: 10 years on lummaire/10 years on Colorfast DeltaGuard" finish+ XA-MC30 Mounting C Channel - 30' (762mm) Long XA-MC14 Mounting C Channel -14" (356mm) Long XA-MC22 Mounting C Channel - 22" (559mm) Long XA-MC4 Mounting Brackets (Kit contains 4) Remote Motion sensor Kit Used to control a single or series of luminaires as On/Off controller or Ml controller with HL option (rated for up to 800 watts @ 120V or 1200 watts @ 277V) XA-0MSI08-UWL Up to 8'(2.4m) mounting height XA-OM5120-UWL Up to 20'(6.1m) mounting height XA-OMS140-UWL Up to 40'(12.2m) mounting height Ordering Infomlation Example: SFT -227 -SM -RM -03 -D -UL -SV -350 -OPTIONS OB n O � r 3 r d AI C f P f) Cil CD rl) 7 Sr • i Cil f, .k .A. 13.6" D 0 13S [346mm) (335mm1 0 GiMtwB oNi6n5M'A' Hylar pPtini xP Raanm7 6te43ra Z6" rdomn If SFT-227_ I SM RM 03 � I Symbol Qty Label i SFT -227 SM RM 03 D UL WM 525 40K 4000K Color Temperature 0.0 Type V Recessed GAS CANOPY Fc Universal I White 525ni - Color temperature per fixture 2.30 Medium Mount- 2.61 10.4 120-277V (Standard) (Standard) F Fuse Fc 7.22 New 3.8 1.90 UM sV 3so - When code dictates fusing, use time delay fuse 0.4 # + + # + # # # # + # + + 4 + t # 10 +5.7 0.7 0.6 Construction 0.0 0.1 0.1 0. 0 2 0.2 0.2 0.2 0.3 2.2 10.4 4 4 23.1 25.1 9 5 7.0 1.5 .5 Universal Silver 350mA - Not available with UL, UH, or 34 voltages + + + + + + + + # # + + + + r + + + + + + + + 0.1 0.1 0.3 0.7 1.7 2.6 2.6 1.6 0.7 0.6 0.5 0.4 0.5 1.2 2.9 4.3 4.4 2.5 /0. .9 0.3 0. 0.2/ # 0.2 347-480V BK 0.0 0.0 0.1 0.3 1. 3.2 8. 8 0 8 1 .9 2a�y/ 1.3 0.8 0.5 0.6 0.9 1.9 1.7 1.8/ 1 3 0.9/! 0.5 .3 0.1 / +0.0 0.1 0.1 +0. .1 2.4 q . ' - J. 0.3 1 6 . ,+3 +1.5 0.7 0.7 1.1 1.7 3.1 +3A p3.9 2�5 i . 2 / 4(� 3 r # v J Com/ / 1 _ 0.0 0.1 0.2 .5 1.5 3.21 .-6_, r qtr 4. +.l 0.9 0.7 1.3 +2.2 +3.9 + +.5 t .6 1.7/,0.9/ 0.4 12 Black 0.0 0.0 0.1 +0.2 0.7 1.9 +31173.8/1 4.2 0 1.0 +0.7 1.3 2.2 3.7 4. +.1 +3.2 1 6 +.9 +0.4 '01.11 + + } + + W `� l r a + + + + + + + + 0.0 0.1 0.1 0.3 1 0 2.4 /4 / 5.2 5.0 0.9 0.7 1.5 2.5 3. 3. 1.8 2 �.6 + r + + + , +�+ + + # a a + + 5 +-1 *.7 1.0 / 0.6 0.3 0.0 0.1 0.1 0 1.1 2.21 1 rx ¢ ,6 9.5 .3 0.9 0.9 2. 3.7 r r [I) / r ILA / + to # + + + + + 4 +2 r.3 4.3 1.9 0.9 1.2 3. .4 3.B 3. 1.6 0. `0 '3 0.2 o.o 0.1 o.z 5 1.4 �6 , 76,�, \ J 2 r r , + r + + + r + + + + + + + + # + # # 0.0 0.1 0.1 0.2 0. 2. / 1 6.5 3.5 1.5 0.8 1.3 3.2 0 -3 1.6 .5 0. 0.1 r � 0.0 0.1 +0.1 0.4 /:1 3.1 ,, rr ��, 7/7.j�0.3 +2. 1.1 0.7 t1. 2.1 /� 4 1. 0.9 /0.3 .1 0.0 0.1 0.1 +0 3/0.9 +2.6 6.0 7.8 `11 �2�-,, ,+`.r8 3:'8 1( +0.7 + +. 1.3 1. 1.3 .7 10.4 0.2 / 0.1 0.0 0.0 0. 1 0.1 e/ 0.5 1.0 2 . 3.9 6.8 8.4 8.7 6 . . 7 2 .-+�.-0`�0.5 0.4 0.5 0.7 + .8 0 6 0.4 +0 �2 40.1/ +0.1 0.0 0.0 0.0 0.1 t 1 0.2 .3 0.4 _+0-,-7 3 +2 . 2.9 3 9 2.8 1.4 0.7 0.4 0.3 +0.3 0.3 /O �I .2 0.1 10.1 +0 � 120V BZ 20 Bronze 208V Pa 24 Platinum 240V Bronze 27 277V 34 347V 48 480V _. • xe www.cree.com/..grin... ror .arra.... ren ne. y 4i wl � B _.. ®BetaLED Sgtt e1 , . Rev. Date: 3 VE !' - ®BetaLED c �L us401s, TECHNOLOGY C 4 US 411 _� -_� �,- TECHNOLOGY ��. www.aree.com/lighting T (800) 236-6800 F (262) 504-5415 wwwcree.comAighting T (800) 236-6800 F (262) 504-5415 Rev. Date 11/08/2012 -�®Miss �■ �� 14' - Calculation Summary 0.1 0.1 0.2 0.4 0.6 0.8 1.2 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 Symbol Qty Label Units Avg Max Min Avg/Min Max/Min ENTIRE SITE Fe 2.03 28.5 0.0 N.A. N.A. GAS CANOPY Fc 20.75 28.5 12.4 1.67 2.30 PARKING LOT Fc 2.61 10.4 0.1 26.10 104.00 SIDEWALKS Fc 7.22 11.5 3.8 1.90 3.03 Luminaire Schedule 0.1 0.1 0.2 0.4 0.6 0.8 1.2 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 Symbol Qty Label Arrangement Total Lamp Lumens LLF Description ® 8 SOFFIT LIGHT SINGLE N.A. 1.000 SFT -227 -5M -RM -03 -D -UL -525 �. 5 POLE LIGHT SINGLE N.A. 1.000 ARE-EDG-3M-DA-06-D-UL-700 a 6 CANOPY LIGHT SINGLE N.A. 1.000 CAN -304 -PS -RS -06 -D -UL -525 ❑ 6 WALL LIGHT SINGLE N.A. 1.000 SEC-EDG-3M-WM-04-D-UL-525 + + 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 0.8 1.2 0.9 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 *0*0'04 12} *2'110 ♦ ♦ + # # + # # # + 4 0.1 0.2 0.4 0.9 3 2.0 2.9 2.3 1.1 0.7 0.5 0.5 0.5 0.9 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.3 0. 1. 2.4 r 1.9 1.5 1.2 1.2 1.7 1.3 0.6 0.3 0.2 0.1 0.1 0.1 / 0.1 a yz -� 0.1 0.0 0.0 0.0 'tOM� +0.1 0.2 0.3 # 7 1 3 2.9 + 9 \ 9 2 W 2 + 3 . 2.5 1.1 0. 40.4 40.3 0.3 # +0.1 0.1 40.0 40.0 0.1 0.2 0.3 1. 9 3.6\�2 005 3.9 4. ��. 0 ]..3 #0.9 +0.8 0. 0.7 9 0.2 0.1 0.0 0.5 .0 .4 �# / O �' • // � / 0.1 40.1 40.2 0.3 0.4 +0.7 1. + -` 9 1 2.1 2.7 +4. 5 4.6 +4. 2.5 1. 1.6 + 6 2 . 2 A . 9 0 #0.2 0.1 I lm i + }+0r + # # + + # + + + + + h r # +�# I '1 0.0 0.0 0.1 0. 0. 0.2 0.3 0.4 1.1 2.1 2.0 1.6 1.9 3.0 3.7 2.7 2.1 2- 2. 3.1 3. -3 1.4 .8 + / # 0 3 0.1 / 0.0 0.0 0.0 +.1 0.1 0.1 0.3 2.8 +.2 + 7.9 +5.7 3.4 2.0 1.6 1.7 1.9 3.2 3.8 3 +2.3 1 r 1.2 .5 J+�.S 0.0 0.0 0.1 0.1 0.1 0.1 0.7 4.5 6.7 j!.9 21.5 1 9.6 6.7 4.0 2.2 2.3 3.8 4.4 -6 2./ 1.2 / 0.5 .1 / / r « + + # # + + + + + + / + + + +5.4 + # + + + + + 0.0 0.1 0.1 0.1 0. 0.1 0.1 0.9 6.1 26.4 25.9 2720 .4 5.5 1.9 1.� 2.1 2.0 1 4 0. 0.4 # + + # + # # # # + # + + 4 + t # 10 +5.7 0.7 0.6 + 0.0 0.1 0.1 0. 0 2 0.2 0.2 0.2 0.3 2.2 10.4 4 4 23.1 25.1 9 5 7.0 1.5 .5 .5 + + + # + # + + + + } + + ♦ ♦ + + + + 0.0 0.1 0.2 .4 0.6 0.7 0.6 0.3 0.3 0.3 0.6 1.6 3.5 5.6 9.5 1 1 .0 4.5 8 0. .3 0.3 +0.3 /0.3 + + + + + + + + # # + + + + r + + + + + + + + 0.1 0.1 0.3 0.7 1.7 2.6 2.6 1.6 0.7 0.6 0.5 0.4 0.5 1.2 2.9 4.3 4.4 2.5 /0. .9 0.3 0. 0.2/ # 0.2 0.0 0.0 0.1 0.3 1. 3.2 8. 8 0 8 1 .9 2a�y/ 1.3 0.8 0.5 0.6 0.9 1.9 1.7 1.8/ 1 3 0.9/! 0.5 .3 0.1 / +0.0 0.1 0.1 +0. .1 2.4 q . 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TITLE: L10HTINC-7 PLAN 43.08 Brenner Tank Trailer 33.83 Wayne Titan ALTERATIONS TO THIS DOW&NT by OTHER THM AN A1rHORIZE9 LICENSED PRLPE%561PM ENGINEER IS LLE6A_ AWA VIOLATION Of THE NEW YORK 5TATE EDLYArION LAW s LAKE OEOR&E OUTLETS - LC -)O) - 455 SITE LOCATION X33 US ROUTE 9 - LAKE OFOROE, NY W5453 DATE NO. REVISIONS P.O. t5M 435 SARATOGA SPPIN6f5, NY 12866 JTEL. (50)581_I240 FAX (518�S1-1249 DRAWN DY: GP SCALE: I=20 DATE: 8/k/15 DRAWING NO. TITLE: TRUCK ROUTING PLAN 1101 ' MA -: _- 4" PIA STEEL. BOLLARD— (ZO 6A) (VERIFY SPACING BETGRE INSTALLING) PIN CONCRETE PARKING SPACES TO SIPEWA K W/y4 REPAIR EVERY 4' DETAIL "A" 6" PVC SLEEVE, SAND FILL EP IN VOD SPACE -I/2"" A5FIIAT J 4N✓.RETE GP COURSE 2-1/2° ASPHALT CONCRETE PENSE BINDER COURSE S" TYPE 2 6RAVEL SUBBASE -,C PIA 6FUL POLtARP - 6K f -EX IG SL (SF- LEVE IN6) 6AU.KIN6 OR Er; & 1/2" a-06 D CELL FOAM GONLCRETE PARKING SPACE 6'" PVG SLEEVE d SMD A—CGNGRETE PAVED AREAS GRASS AREAS_ �3" TOPSOIL ANP SEED /- 6ACKFILL (SEP NOTE BELOW) FA TOP COMSE / PIPE DIMENSIONS 61NPER COURSc SIZE S"A515 amu, r SELECT 6RANU-AK PIPE— IPE 15c/4 ZONE ZONE BACKFILL ROCK PI4S CAREM- LY PLACED ° TO PROTECT PIPE - 6-4,500 PSI CONCRETE PAP (CLLCR: NONE) r-6"4" 10/10 WWM ASPHALT CURB APPLICATIONS: L AIDS IN PRAINA6E, RW -III EROSION 2. ELIMINATES TIRE PAMA6E / NO SHARP EPOS 3. ADS IN COMPLETE SNOW REMOVAL RMYES DAMAGE r0 ECUIPMENT (lR15 DETAIL rm r NOTES: SAND BF7/D1N16 I. Al CULVERT BACKFILL SHALL CONFORM TO SECTION ZOO OF THE N.Y.SPO.T. STANDARD SPECIFICATIONS. COMPACT 6" LIFTS MAX. T. Al EXCAVATION AND TRENG'tIN6 SHALL MEET 0" RELtUIREMEMS AND AL STATE ANP LOCA- SALTY RE6LLA710NS, SEE 6ETERAL NOTES, THIS PRAWIN6. 2 TRIG 6ERV16EINC-7 -AIL S-7 SCALE: NONE CROSS REFERENCE: NONE WOVEN GEOTEXrILE FABRIC TO EXTEND 12' LNDER PAP ON ALL SIDES STEWART'S PdPK1AW 1 /If PIPE DIMENSIONS it pr SIZE <a amu, r ASPHALT CURB APPLICATIONS: L AIDS IN PRAINA6E, RW -III EROSION 2. ELIMINATES TIRE PAMA6E / NO SHARP EPOS 3. ADS IN COMPLETE SNOW REMOVAL RMYES DAMAGE r0 ECUIPMENT (lR15 DETAIL rm r NOTES: SAND BF7/D1N16 I. Al CULVERT BACKFILL SHALL CONFORM TO SECTION ZOO OF THE N.Y.SPO.T. STANDARD SPECIFICATIONS. COMPACT 6" LIFTS MAX. T. Al EXCAVATION AND TRENG'tIN6 SHALL MEET 0" RELtUIREMEMS AND AL STATE ANP LOCA- SALTY RE6LLA710NS, SEE 6ETERAL NOTES, THIS PRAWIN6. 2 TRIG 6ERV16EINC-7 -AIL S-7 SCALE: NONE CROSS REFERENCE: NONE WOVEN GEOTEXrILE FABRIC TO EXTEND 12' LNDER PAP ON ALL SIDES STEWART'S PdPK1AW 1 /If TOP COURSE J BINDER CGLRSE SI�BASE .i� �fi,ll��r u .E ' u I BACKFILLED TO PROTECT PIPE A'MIN $d 15c/4, A'MIN L,------------------ ---- ---- CRL6HFP STONE NWIN6 OPTIONAL D(TRA MWIN6 AOM GORRUOATED HDPE PIPE PIPE DIMENSIONS TRENCH DIMENSIONSNI SIZE <a ®; .. 15c/4 0 ROCK PI4S ALTERNATE - CAST IN PLACE REINFORCED CONCRETE AS ° (NOT SHOWN) REV BY SPECIFICATIONS OR AOBE :iR6E 1RSE 5PASE TION ku 4" 4 DRAINAGE GATGf i d 18" IS" 21.5" k.5" 5.375" 3d 6" 36" TOP COURSE J BINDER CGLRSE SI�BASE .i� �fi,ll��r u .E ' u I BACKFILLED TO PROTECT PIPE A'MIN $d 15c/4, A'MIN L,------------------ ---- ---- CRL6HFP STONE NWIN6 OPTIONAL D(TRA MWIN6 AOM GORRUOATED HDPE PIPE PIPE DIMENSIONS TRENCH DIMENSIONSNI SIZE ID Bc ID/4 15c/4 15d(ft) ROCK PI4S ALTERNATE - CAST IN PLACE REINFORCED CONCRETE AS CONCRETE STRLCTLRE MAY BE avTffUrED F CONDITIONK ALLOW. (NOT SHOWN) REV BY SPECIFICATIONS OR AOBE :iR6E 1RSE 5PASE TION ku 4" 4 DRAINAGE GATGf i Z 18" IS" 21.5" k.5" 5.375" 3d 6" 36" 36" 41" g' 10.25" 4d 6" NOTES: L STORM SEWER PIPE TO B£ HANGGR OR APPROVED EPI.NL W/ SMOOTH WALL. 2. ALL SLEEVES SHAH BE WATT IFiIiT. 3. 6A0KET6 SHALL CONFORM TO ASTM 174TI. k. 5ASKEr5 ANP SLEEVES 6HIA L BE LLi%RICATEP AS FECaAM5,VW BY THE MA 1.FAGTLFF-K 5. FITTIN65 SHALL BE M CONFORMANCE WITH AASHTO M2N. 6 STORM SEWER ORRUbATEP HPPE PIPE S-7 SCA E- NONE GROSS REFERENCE: NONE SEAL W/KUZE-N—SEAL SURFACE 519 6"xb" 10/10 WELDED CLOD CELL' MESH 2% FOAM EXPAN51014 WIRE ME5 d g.... a JOINT AT BULDIN& PIN SIDEWALK TO p FGLNDATICN W/#4 �oac QO aQ cp a0o REPAIR EVERY 4' a o 0 000 ooa 00 BULDIN6 :PIN CONCRETE PARKING FOUNDATION PACES TO S�WALK 6" 6RANLLAR FILL W/#4 REBAR EVERY 4 (DOLT. TYPE 4, SECT. 304) COMPACTED TO 957 PFNSITY COMPACTED SL06RADE (907 STMDARD PROCTOR PEN5ITY) (`l7SPEWAUS DETAIL 5-7 SCALE: NOME CROSS REFERENCE: NONE PAVED AREAS 6RAS5 AREAS �3" TOPSOIL AND SEED j BACKFLL (SEE NOTE PIELOW) NOTES: �— SAND BEDDING I. Al CLLVERT BACKFILL SHAT- CONFORM TO TEUTON WO OF THE N.Y.SPOT STMPARP SPECIFICATION6. 60WAC-T 6" LETS MAX. 2. Al EXCAVATION ANP TRENCHING SHAL MEET OSHA REVRMI,W6 ANP Al STATE ANP LOCA- SAFETY RMI. ATIONS, SEE 5DERA- NOTES, THIS PRAWIN6. 60PPER WATER LATERAL II TRENCH AND MWINCI PETAIL 5-7 SCAR: NOTE CRO55 REFERENCE: NINE TOP C BINDER C SL 2" RI61P INK(L OVER & POWN OF PIPE PAVED AREAS 6RA66 AREAS - I/2„ To0.ED JOINT WITH I/k"RAND °f�R d- :� x x x . x- a -�= 3" .EYP 6" ITEM 4 SL"AS!- COMPACTED SLBERADE EXPANSION JOINT Gx6-W2.9xWL.9 W.WF _ I/k„ TYPICAL X- 3" TYPICAL FIXED OBJECT OR DQSTIN6 SIPEWAIK - PREMOLPFD EXPANSION JOINT FILLER AND SEALER APPROY W OCOR A5 SHOWN ON PLANS rogID JOINT WITH 6x6-W2.9xW2.9 W.WF. 1/4" R AND SEALER 1/�4'R P d d a p �� .'.\ 3" 3" 6" ITEMk TO 15E LnED AT END OF SlJ66A5E WORK PAY IF WAIL K TO BE POURED IN SLCCEs51VE PAYS. 6OMPACTEP 5L�6RADE GONSTRUGTION JOINT TOAD JOINr 5-0' OG. OR AS SHOWN ON RANK (I/k"RAND BALER) 04-445 xm.9 W.WF. X .x K.a X— .X- .a %. d X— �P 6" ITEM 4 CUT ALTERNATE St"ASE WIRES AT JOINT COMPACTED SIjffiV6,;RADE. GONTRAGTION JOINT NOTES: I. ALL EXPOSED SURFACES TO HAVE BRoaAw TEXTURE Z. JOINTS SHALL NOT WE SAW GUT. 3. WHERE IT IS ANTICIPATED THAT A CONCRETE S IRFACE. WILL HAVE SALT OR CA.GLM GHLORM APPLIED, THAT SURFACE SPIAL BE TREATED WITH AN APPROVED WATER PROOFING MATERIAL A. THICKNESS OF SDEWA Y, (D) TO BE 6" AT DRIVEWAY CROSSINGS AND t AT ALL OT1•ER LOCATIONS. 5. CONCRETE MIX TO M 4,000 P.S.I. 6. SIDEWALKS WITHIN TIE STATE RI6HT-LF-WAY MU5T M C0N9rKJCTEP PER NYSPOr STANDARDS ANP SPECIFICATIONS (ITEM 605DI01 - Ca4CRM SMKAIJ s AM PRIVEWAYS) AND MUST LKE CLASS P CONCRETE WITH WIRE MSH 3 GON6RETE SI ALK PETAIL 5-7 SCALE: NONE CROSS REFERENCE: NONE .. SIM STANDARD CAST IRON OR A-LMNLM MAN'taz STEPS AT IZ 0C REIN WHEN CATCH BASIN DEPTH EXCEEDS 5-0' 5MIN WALL W PRECAST LP WITH APPROPRIATE SHAPE AND SIZE HOLE OAST IN CENTER BY %IPPLIER (SEE FRAME ANP ORATE TYPE FOR HOLE PIM) NOTE: PRECAST LIP TO BE PE61O EP TO WITHSTAND MAX AASHTO MO TRUCK L6APIN6S (MAX WHEEL LOADING 16000L65) STORM SEWER PIPE OF SIZE AND TYPE REAV CATCH 6A51NS \/ SHAPE & SIZE OF OPFNINS FRAM AND COVER N02510 A5 j TO MATCH FRAME & GRATE MAM.FACTLRED BY SYRACLS! ORTLANIP COVENT �INI JOINTS NEATLY CA5TIN6S CLT E� CZERO, NY, 3" TYPICAL I/2 PLMORTAR PPARGET 5TLkK AND POINTED OR APPROVED GRADE FINISHED %RADE AJSTIr SOLD CONC BLOGC & CONC BRICK TO g" Mph q/ =4♦ GRAPE GEMENT34 a' i •; .: :. p:..; . MORTAR a . = FILLET 3d' MtN4 s ANTI-6IPHON BUTYL ROPE Z DEVICE GASKET SNOUT HOS S IL INVERT PIPE RT *SNOUT NOTE- SUMP DEPT OF QJ? 36'" MIN FOR < OR= W PIAM. ADP zt G TO F r� ` : OUrLEr. FOR OUTLETS >OR= IV, oLUTL.ET PIPE IN DEPTH= 2.5-3X PIAM. o . ALL 05 MN — N/2'" ASPrtaLr ccNCREre Top GGI,RSc -TYPE 6 2-1/2„ ASPHALT CONCRETE PENKE BINDER COI- TYPE 3 S" ITEM 4 SASE WOVEN 6cOTEXTLE FABRIC PARKING LOT 9 PAVEMENT SGHEME 5 7 SCALE: NOI E CRO5NC 5 RUEREE: NONE F 5'-d' OR LESS, DETECTABLE WARNING SHCUD $E PLACED 3" TOPSOIL AND SEED ON RAMP. BACKFILL(SM(SNOTE- N5 OW) PIPE ZONE 5ACKFLL CARERALY PLACED To PROTECT PIPE 6'MIN �— 3/S" CRLIS-ED STONE NEDDINI6 1. SATI�ACTORY SOILS: ASTM P 2}57 SOL CLASSIFICATION 6Rap (I-NIFIEp CLASSIFICATION SYSTEM) 6W, 6P, 6M, sW, sW, SM, SC, IvL, ANP CL OR A COMBINATION 617 THESE 6ROI•P SYNMS; FREE OF ROCK OR 6RAVH. LARGER THAN 3 INCHES IN ANY DIMENSION, PEBR16, WASTE, FROZEN MATERIALS, VE6ETArION, AND OTHER I IGT% PELETMATTER. 2. SELECT EARTHBACKFLL SHALL BE FREE OF DEBRIS, ROOre, FROZEN MATERIALS, ORGANIC MATTER ROCK, OR GRAVEL. LARGER MAN THAN I INCH Y DIMENSION, OR OTHER HARLMLL MATTER l 3. AEXCAVATION AND TRENCHING SHALL MEET OSHA REO�IJIRMA NTS ANP AL STATE ANP LOCA- SAFETY RMILLATIONS. n PVG Ott WEI KAL S-7 SCALE: NONE CRS INaE LPPI5TLFI EW EARTH OR ROCK r TYPICAL SEGTI STANDARD - CRLI5HED STONE OR ROP GRAVEL 6"-12" PEEP, Y MM LARGER ALL ARCLND THAN NOTE: CATCH BASIN OUrSDE PIA A 69YFE OR RELTANEUAR PRECAST REINFORCED ALTERNATE - CAST IN PLACE REINFORCED CONCRETE AS CONCRETE STRLCTLRE MAY BE avTffUrED F CONDITIONK ALLOW. (NOT SHOWN) REV BY SPECIFICATIONS OR AOBE :iR6E 1RSE 5PASE TION ku 4 DRAINAGE GATGf i Z rr7 SCALE: N NM IM Nat .. SIM STANDARD CAST IRON OR A-LMNLM MAN'taz STEPS AT IZ 0C REIN WHEN CATCH BASIN DEPTH EXCEEDS 5-0' 5MIN WALL W PRECAST LP WITH APPROPRIATE SHAPE AND SIZE HOLE OAST IN CENTER BY %IPPLIER (SEE FRAME ANP ORATE TYPE FOR HOLE PIM) NOTE: PRECAST LIP TO BE PE61O EP TO WITHSTAND MAX AASHTO MO TRUCK L6APIN6S (MAX WHEEL LOADING 16000L65) STORM SEWER PIPE OF SIZE AND TYPE REAV CATCH 6A51NS \/ SHAPE & SIZE OF OPFNINS FRAM AND COVER N02510 A5 j TO MATCH FRAME & GRATE MAM.FACTLRED BY SYRACLS! ORTLANIP COVENT �INI JOINTS NEATLY CA5TIN6S CLT E� CZERO, NY, 3" TYPICAL I/2 PLMORTAR PPARGET 5TLkK AND POINTED OR APPROVED GRADE FINISHED %RADE AJSTIr SOLD CONC BLOGC & CONC BRICK TO g" Mph q/ =4♦ GRAPE GEMENT34 a' i •; .: :. p:..; . MORTAR a . = FILLET 3d' MtN4 s ANTI-6IPHON BUTYL ROPE Z DEVICE GASKET SNOUT HOS S IL INVERT PIPE RT *SNOUT NOTE- SUMP DEPT OF QJ? 36'" MIN FOR < OR= W PIAM. ADP zt G TO F r� ` : OUrLEr. FOR OUTLETS >OR= IV, oLUTL.ET PIPE IN DEPTH= 2.5-3X PIAM. o . ALL 05 MN — N/2'" ASPrtaLr ccNCREre Top GGI,RSc -TYPE 6 2-1/2„ ASPHALT CONCRETE PENKE BINDER COI- TYPE 3 S" ITEM 4 SASE WOVEN 6cOTEXTLE FABRIC PARKING LOT 9 PAVEMENT SGHEME 5 7 SCALE: NOI E CRO5NC 5 RUEREE: NONE F 5'-d' OR LESS, DETECTABLE WARNING SHCUD $E PLACED 3" TOPSOIL AND SEED ON RAMP. BACKFILL(SM(SNOTE- N5 OW) PIPE ZONE 5ACKFLL CARERALY PLACED To PROTECT PIPE 6'MIN �— 3/S" CRLIS-ED STONE NEDDINI6 1. SATI�ACTORY SOILS: ASTM P 2}57 SOL CLASSIFICATION 6Rap (I-NIFIEp CLASSIFICATION SYSTEM) 6W, 6P, 6M, sW, sW, SM, SC, IvL, ANP CL OR A COMBINATION 617 THESE 6ROI•P SYNMS; FREE OF ROCK OR 6RAVH. LARGER THAN 3 INCHES IN ANY DIMENSION, PEBR16, WASTE, FROZEN MATERIALS, VE6ETArION, AND OTHER I IGT% PELETMATTER. 2. SELECT EARTHBACKFLL SHALL BE FREE OF DEBRIS, ROOre, FROZEN MATERIALS, ORGANIC MATTER ROCK, OR GRAVEL. LARGER MAN THAN I INCH Y DIMENSION, OR OTHER HARLMLL MATTER l 3. AEXCAVATION AND TRENCHING SHALL MEET OSHA REO�IJIRMA NTS ANP AL STATE ANP LOCA- SAFETY RMILLATIONS. n PVG Ott WEI KAL S-7 SCALE: NONE CRS INaE LPPI5TLFI EW EARTH OR ROCK TYPICAL SEGTI STANDARD - CRLI5HED STONE OR ROP GRAVEL 6"-12" PEEP, Y MM LARGER ALL ARCLND THAN NOTE: CATCH BASIN OUrSDE PIA A 69YFE OR RELTANEUAR PRECAST REINFORCED ALTERNATE - CAST IN PLACE REINFORCED CONCRETE AS CONCRETE STRLCTLRE MAY BE avTffUrED F CONDITIONK ALLOW. (NOT SHOWN) REV BY SPECIFICATIONS OR AOBE PRECAST GONGRETE 4 DRAINAGE GATGf i 15A61N rr7 SCALE: N NM IM Nat LANDING GRAPE 6RENC RLI SL.CPE (57) MINIMUM PREFERREP AND (8.33J) MAXIMUM SLOPE TO DRAIN RUJGFF TO STREET/GUTTER MAXIMLM SLOPE 27 13 RAMP DETAIL 5-7 SCAB: NONE CROSS REFEFEWE: NONE f 16-4 ?C 693 ALTERATIGN5 TO THIS POCUANT BY OFT -M TtM AN AURIORIZED IJCENSEP PRGFE551ONAL DKPII IS LLLE6AL NN7 A VIOLATION OF ME NEW YORK STATE EPWATION LAW NOTE: F THE DISTANCE FROM THE GRADE $BEAK is l E55 THAN OR EQUAL. TO 5'-d', PErECTAME WARNIN65 SHGt•LD BE PLACED ON THE CURB RAMP MING THE BOTTOM GRADE BREAK WITH ONE CORNER 5' To 9" FROM THE FRONT OF THE CURB OR EDGE OF THE ROA%NAY. PEi`I=_GT WARNINO 14 �E� RETAIL S 7 SCAR: NOME GR955 REFI RUM NOW 7RE NAME, Ap6REV1ATION & NO. LAKE eEOROE OUTLETS - LI - 455 1433 US ROUTE �9 - LAKE OEOReE, NY 125452 DATE NO.I REVISIONS 1 DRAWN BY: GP 56ALE: A5 5t1OWN DATE: 8/4/15 DRAWING NO. s-7 TITLE: MISCELLANEOUS DETAILS 1/4" NEXT X MILE SHORT OR INTERMEDIATE TERM STATIONARY 2 -LANE 2 -WAY ROADWAY W7 -3a (SEE NOTES 3 AND 6) (NOT TO SCALE) NOTES: -F Gq 1.2.3.W+MMIIIME MINIMUM LANE WDTH OF Id CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE, USE THE DETAIL FOR SHORT OR INTERMEDIATE TEM STATIONARY FLAGGING OPEABON. NYSDO U I -20 NO WORK ACTIMTY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WTHIN A BUFFER SPACE. WHEN ;THE DISTANCE BETWEEN THE ADVANCE WARNING SGNS AND WORK IS 2 MILES TO 5 MILES, ASUPPLDETAL DISTANCE PLAQUE (W7 -3a) SHOULD BE USED WTH THE SHOULDER WORK SICK (W21-5)THE ROAD WORK NEXT XX MILES SIGN (G20-1) MAY BE USED INSTEAD OF THE ROAD WORK AHEAD SIGN (W20-1) IF WORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES, FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NYI-A AND NY2-A ON THE STANDARD SHEET TITLED 'WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".IN THOSE SITUATIONS WHERE MULRPLE WORK LOCATIONS EAST WITHIN A UMUED DISTANCE MARE IT PRACTCALTO PLACE STATIONARY SIGNS, THE DISTANCE DEVICES SHALL E REQUIRED (AEN THE SS PER 614G SIGN AND 9 STANDARD SPECIFCIATIONS) WHEALL ENEA PAVED SHOULDERZING HAMNG AESPACING WOIH 00 (CENTER OCHEATER IS CTO LOSED FOR AALL NOT EDISSTANCE GREATER THAN 150 40' IN THE ACTIVE �0'K SPACE.iRNSVfRSE SAW GUT EXISnN6 PAVDvMr A5 NEGE66A.RY - FAGS OF GI Rb 6F_r VERTIC& ASPHALT 4 LGA4PAGT� 6U6GRADE OR FLL z e ��L1C9 ERAVEL / 2 �I 111117 WA �!r i Y' BATTER 7' 6" #X' UTER16K6 TO 6E BAGKFILLPD WITH GRLaED STONE. A .: AREA LJGtiT - HIGH - 4" S. 11 STEEL PGCE Cfl GUTT ET VV ERE SFEGIFIED covER 9/4" x24" *VGtM Pa_T6 (4) x 10-1/4" STEEL A.ATE 96" MAX IS"DIA x 4' SONORJBE W/ 9000 P.S.i. CONCRETE FOOTING DUG PROOF GAP 4" CLEANOUT RJO -- k" GI.EiLVOUT RISER TO f �t PVG Cafl-ING 6" PVG SDR 95� 70 R)mC SEWER MINIM M SLOPE 2% 5 MAX. WALL BARRIER VEHICLE USE REQUIREMENNLONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) TAPER LENGTH L ® O USE REQUIREMENTS 4,5 PRECONSTRUCTON NON-FIDEWAY (PRECGNSTRUCTON POSTED SPEED UMIT) CLOSURE TYPE SHOULDER BARRIER VEHICLES" (45 MPH) OR MORE ° 16000 LBS. 24000 LBS. 200 200 MINIMUM MAXIMUM MINIMUM 8 > 55 100 FT. 200 FT. 100 FT. X45 MPH 35-40 MPH S 30 MPH 165 FT. WORKERS ON FOOT OR REQUIRED 3 REQUIRED 3 REQUIRED 3 TRAVEL LANE 350 IN VEHICLES EXPOSED 65 90 125 160 270 300 330 360 ° 4 420 7 TO TRAFFIC TRAVEL LANE 455 10' MINIMUM(SE NOTE 1) LANE CLOSURE NON -TRAVERSABLE HAZARD BE. EQUIPMENT, MATERIALS CHNEUZtNG DEV ES (SEE NOTE 7) OPTIONAEOPfljONAL2 95 135 185 240 405 450 495 540 FXCAVATICN) QTLY NO W R06 630 10 105 150 205 270 450 500 550 600 650 EXPOSED 11 115 SHOULDER 715 ® ® - REQUIRED 3 JER OPTONA 840 i IN LEHIAES EOSD A BARRIER PLACEMENT A, 48"X48" WORK 0 TRAFFIC ® ® ® VEHICLE DISTANCE SHOULDER CLOSURE NON -TRAVERSABLE HAZARD (E EWIPMNi, REQUIRED OPTIONA (SEE TABLE NY2-A) 300' - 500' POSTED SPEED UMIT < 45 WORKERS EXPOSED B A SHOULDER SEE TABLE NY6H-3 SEE TABLE NTH -3) AT R L SEE TABLE6H- OR l) BARRIER VEHICLE SENA SEE NOTE 5 SEE NOTE 8 100 OUIW4SIREAMTAPE 500' MAXIMUM IOW POSTED SPEED LIMIT > 45 OR - BUFFER SPACE SEE TABLE 6C-2 AND NOTE 2 END ucensE DEAD WORK SUSPENDED ROAD G20-2 WORK SHOULDER wroth ZONE ROAD WORK AHEAD WORK SPEEDING NEXT X% MILES tIGKETS NYR9-11 C20 -I SHOULDER CLOSURE (SEE NOTE 41 W7n-1 0021-5 NEXT X MILE SHORT OR INTERMEDIATE TERM STATIONARY 2 -LANE 2 -WAY ROADWAY W7 -3a (SEE NOTES 3 AND 6) (NOT TO SCALE) NOTES: -F Gq 1.2.3.W+MMIIIME MINIMUM LANE WDTH OF Id CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE, USE THE DETAIL FOR SHORT OR INTERMEDIATE TEM STATIONARY FLAGGING OPEABON. NYSDO U I -20 NO WORK ACTIMTY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WTHIN A BUFFER SPACE. WHEN ;THE DISTANCE BETWEEN THE ADVANCE WARNING SGNS AND WORK IS 2 MILES TO 5 MILES, ASUPPLDETAL DISTANCE PLAQUE (W7 -3a) SHOULD BE USED WTH THE SHOULDER WORK SICK (W21-5)THE ROAD WORK NEXT XX MILES SIGN (G20-1) MAY BE USED INSTEAD OF THE ROAD WORK AHEAD SIGN (W20-1) IF WORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES, FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NYI-A AND NY2-A ON THE STANDARD SHEET TITLED 'WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES".IN THOSE SITUATIONS WHERE MULRPLE WORK LOCATIONS EAST WITHIN A UMUED DISTANCE MARE IT PRACTCALTO PLACE STATIONARY SIGNS, THE DISTANCE DEVICES SHALL E REQUIRED (AEN THE SS PER 614G SIGN AND 9 STANDARD SPECIFCIATIONS) WHEALL ENEA PAVED SHOULDERZING HAMNG AESPACING WOIH 00 (CENTER OCHEATER IS CTO LOSED FOR AALL NOT EDISSTANCE GREATER THAN 150 40' IN THE ACTIVE �0'K SPACE.iRNSVfRSE SAW GUT EXISnN6 PAVDvMr A5 NEGE66A.RY - FAGS OF GI Rb 6F_r VERTIC& ASPHALT 4 LGA4PAGT� 6U6GRADE OR FLL z e ��L1C9 ERAVEL / 2 �I 111117 WA �!r i Y' BATTER 7' 6" #X' UTER16K6 TO 6E BAGKFILLPD WITH GRLaED STONE. A .: AREA LJGtiT - HIGH - 4" S. 11 STEEL PGCE Cfl GUTT ET VV ERE SFEGIFIED covER 9/4" x24" *VGtM Pa_T6 (4) x 10-1/4" STEEL A.ATE 96" MAX IS"DIA x 4' SONORJBE W/ 9000 P.S.i. CONCRETE FOOTING DUG PROOF GAP 4" CLEANOUT RJO -- k" GI.EiLVOUT RISER TO f �t PVG Cafl-ING 6" PVG SDR 95� 70 R)mC SEWER MINIM M SLOPE 2% 5 MAX. WALL DETAIL "A" FRESH AIR INETCLEANOUT P1.1JG TO ° (9 INGti MIN) FINIStED FLOOR d FINI6HD �° a Q a 40 a V MAX WILDING DRAIN ° — pav-E HAND HOLD CULLING TRAP (OAST IRON OR PVC, SCA 40, 4" MINA 4" DIA STEEL POU -W SIKAR_E)( IG SL (135-F-LEV 11N6) GALIKING OR of (.& 1/2,• CLOSEP CELL FOAM i-GGNGRETE PARKING SPACE 16" PVC, SLEEVE ° SAND (,ONCE TE .VE, SAi� AD SPADE TABLE NYI-A BARRIER VEHICLE USE REQUIREMENNLONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) TAPER LENGTH L "V . USE REQUIREMENTS 4,5 PRECONSTRUCTON NON-FIDEWAY (PRECGNSTRUCTON POSTED SPEED UMIT) CLOSURE TYPE EXPOSURE CONDITION 1 BARRIER VEHICLES" (45 MPH) OR MORE ° 16000 LBS. 24000 LBS. 200 200 MINIMUM MAXIMUM MINIMUM 8 > 55 100 FT. 200 FT. 100 FT. X45 MPH 35-40 MPH S 30 MPH 165 FT. WORKERS ON FOOT OR REQUIRED 3 REQUIRED 3 REQUIRED 3 2 OPTIONAL 350 IN VEHICLES EXPOSED 65 90 125 160 270 300 330 360 ° 4 420 7 TO TRAFFIC 105 145 190 315 350 385 420 455 490 8 LANE CLOSURE NON -TRAVERSABLE HAZARD BE. EQUIPMENT, MATERIALS REQUIRED OPTIONAEOPfljONAL2 95 135 185 240 405 450 495 540 FXCAVATICN) QTLY NO W R06 630 10 105 150 205 270 450 500 550 600 650 EXPOSED 11 115 165 225 295 495 550 605 660 715 770 WORKERS ON FOOT OR REQUIRED 3 JER OPTONA 840 SHOULDER IN LEHIAES EOSD A 30"X30" A, DETAIL "A" FRESH AIR INETCLEANOUT P1.1JG TO ° (9 INGti MIN) FINIStED FLOOR d FINI6HD �° a Q a 40 a V MAX WILDING DRAIN ° — pav-E HAND HOLD CULLING TRAP (OAST IRON OR PVC, SCA 40, 4" MINA 4" DIA STEEL POU -W SIKAR_E)( IG SL (135-F-LEV 11N6) GALIKING OR of (.& 1/2,• CLOSEP CELL FOAM i-GGNGRETE PARKING SPACE 16" PVC, SLEEVE ° SAND (,ONCE TE .VE, SAi� AD SPADE TABLE NYI-A BARRIER VEHICLE USE REQUIREMENNLONG TERM, INTERMEDIATE TERM, AND SHORT TERM STATIONARY CLOSURES) TAPER LENGTH L PLACEMENT DISTANCE FOR BARRIER VEHICLES USE REQUIREMENTS 4,5 PRECONSTRUCTON NON-FIDEWAY (PRECGNSTRUCTON POSTED SPEED UMIT) CLOSURE TYPE EXPOSURE CONDITION 1 BARRIER VEHICLES" (45 MPH) OR MORE FREEWAY 16000 LBS. 24000 LBS. 200 200 MINIMUM MAXIMUM MINIMUM MAXIMUM > 55 100 FT. 200 FT. 100 FT. X45 MPH 35-40 MPH S 30 MPH 165 FT. WORKERS ON FOOT OR REQUIRED 3 REQUIRED 3 REQUIRED 3 2 OPTIONAL 350 IN VEHICLES EXPOSED 65 90 125 160 270 300 330 360 390 420 7 TO TRAFFIC 105 145 190 315 350 385 420 455 490 8 LANE CLOSURE NON -TRAVERSABLE HAZARD BE. EQUIPMENT, MATERIALS REQUIRED OPTIONAEOPfljONAL2 95 135 185 240 405 450 495 540 FXCAVATICN) QTLY NO W R06 630 10 105 150 205 270 450 500 550 600 650 EXPOSED 11 115 165 225 295 495 550 605 660 715 770 WORKERS ON FOOT OR REQUIRED 3 JER OPTONA 840 SHOULDER IN LEHIAES EOSD A 30"X30" 48"X48" 48"X48" WORK 0 TRAFFIC ® ® ® ® ® ® O SHOULDER CLOSURE NON -TRAVERSABLE HAZARD (E EWIPMNi, REQUIRED OPTIONA MATSIMEXCAVAMN) ONLY NO WORKERS EXPOSED inn pI nn0 SHE EXPOSURE MOTORS TORS OESMOED IN TABLE NYI-A ASSUMES THERE IS NO POSTVE PROTECTION MPORARY TRAFFIC BARREN) PRESENT. WHORE WINTERS OR HAZARDS ARE PROTECTED BY A TEMPARY TRAFFIC BARBER, BARRIER RULES ARE NOT REWIRED. WHERE THE REQUIREMENT IS 'OPRONAL", ETHER A BARRIER VEHICLE OR THE STANDARD LONONANAL BUFFER SPALL (FARE 6C-2) SHALL PROVIDED. REQUILUDTS SHALL INCLUDE PROVIDING A SEPARATE BARRIER DICIE FOR EACH CLOSED LANE AND EACH CLOSED PAVED SHOULDER 8' GREATER IN WITH. IF THE WORK SPACE MOVES ATHIN THE STATIONARY CLOSURE, THE BARRIER VFHRLE SHALL BE REPOSITIONED SIRE NGLY. BARRIER WHKNES PROTECTING NAT-TRANSVERSABE HAZARDS SHALL REMAIN IN PLACE DURING BOTH WORKING AND N -WORKING HOURS UNTIL THE HAZARD NO LONGER EASIS EXCEPTIONS TO THESE REQUIREMENTS MAY BE MADE, AS APPROVED BY THE 'KNAL DIRECTOR OR HS/NOR DESIGNEE WHERE BARER VEHICLE PLACEMENT VOJLD BE INEFFECTIVE OR WOULD INTERFERE WTH THE SAFE ERATON OF TRAFEC DOER VEHICLES ARE NOT REWIRED 7. FAR MIWNG AND/OR PAMNG OPERATIONS, BUT THE STANDARD LQNGTUDRUI BUFFER SPACE VSE 6C-2) SHALL BE PROVIDED, BARREN WHIMS ARE NOT REWIRED FOR FLAGGING OPERATIONS, BUT THE STANDARD LCNgNDNAt BUFFER SPADE (TPl$E6C-2) STALL " AS DEFINED IN NYSDOT STANDARD SPECIFICATION 614 BARRIER VEHIAE - WHICIE USED FOR STATIONARY SHWUDERCLOSURES, LANE CLOSURES, AND OWER STATIONARY WOAD( ZONES.MNIMUM DISTANCE SHOWN REFLECTS THE ACTUAL SOL MUMSTANCE FROM MANUFACTURER. GENERAL NOTES 1.2.3. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTOJ, REFIECT THE MINIMUM REQUIREMENTS. THE OL PLAN FOR REMEW ANDCTOR MUST APPROVA.L BYTHE REGIONAL DIT TO THE IRECTOR OR OR HS/HER DDEESIGNEEOSED REVISONS FIVE (5) TO THE TRAFFIC WYW( DAYS PRIOR TOME PLANNED IMPLEMENTATION OF SUCH PROPOSED REWSONS, EXCEPT FOR CHANCES THAT ALTER THE SCOPE OF THE TRAFFIC CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY ME REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WOWNG DAYS PRIOR TO IMPLEMENTATION O SUCH REVISIONS. THE CONTRACTOR SHALL PROMUE THE ENGINEER, IN WRITING, WITH THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS. THE ENGINEER WLL PROMDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW YORK STAT: POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE. ACTIVITY AREA 1.2. TRE CONTRACTOR SHALL MAINTAIN A MINIMUM 5W LONGITUDINAL DISTANCE BETWEEN CONSTRUCTON OPERATIONS ON ALTERNATE SEES O THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROAMITY, THE CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL WORK AREAS. SIGNS 1.2.3.4B(61TJCATONS O THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS ANO DETAILS MAY BE ADJUSTED BASED ON SENT DISTANCE AND OTHER CON90BARX TEE FINAL LOCATIONS O SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER. ANY EXISTING SIGNS, INCLUDING OVERHEAD SONS, WHICH CONFECT WTH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EASTNG SIGNS SHALL BE RESTORED TO THEIR ORKINAL CONDITION ND/OR LOCATION UNLESS DROWSE REPLACED IN THIS CONTRACT. SANS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORISTS WE O SUNT. ALL WARNING AND REGOATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF MULTI -ANE MMDED HIGHWAYS, MULTI -LANE RAMPS, AND ONE-WAY STREETS IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SONS SHALL BE POSTED ON THE RIGHT SCE O THE ACTIVE TRAVEL UNE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN PLACE MAY BE MOUNTED ON THE BARRIER VATH A SADDLE TYPE BRACKET. UWNG TE SIGN DOW IN A HORIZONTAL POSITON IS NOT PERMITTED. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESM8E0 IN THE MUTCO. ANY CHANGES TO THE DIMENSIONS SHALL SE APPROVED BY THE REGIONAL DIRECTOR OR BY HIS/HER DESIGNEE. NYR9-12 MAY BE USED IN PUCE OF HYR9-11. TABLE NY2-A TAPER LENGTH L PLACEMENT DISTANCE FOR BARRIER VEHICLES (M®) UMIT (S) PRECONSTRUCTON PLACEMENT DISTANCE FT. L = TAPER LENGTH WS = WIN O OFFSET (FT.)= PRECONSTRUCRON POSTED SPEED OMIT (MPH) POSTEOSFEED U IHMPH) BARRIER VEHICLES" (45 MPH) OR MORE L = WS 16000 LBS. 24000 LBS. 200 200 MINIMUM MAXIMUM MINIMUM MAXIMUM > 55 100 FT. 200 FT. 100 FT. I 200 FT. 45 - 55 1 100 FT. NO FT. 85 FT. 165 FT. < 45 85 FT. 165 FT. I 50 FT. 100 FT. " AS DEFINED IN NYSDOT STANDARD SPECIFICATION 614 BARRIER VEHIAE - WHICIE USED FOR STATIONARY SHWUDERCLOSURES, LANE CLOSURES, AND OWER STATIONARY WOAD( ZONES.MNIMUM DISTANCE SHOWN REFLECTS THE ACTUAL SOL MUMSTANCE FROM MANUFACTURER. GENERAL NOTES 1.2.3. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTOJ, REFIECT THE MINIMUM REQUIREMENTS. THE OL PLAN FOR REMEW ANDCTOR MUST APPROVA.L BYTHE REGIONAL DIT TO THE IRECTOR OR OR HS/HER DDEESIGNEEOSED REVISONS FIVE (5) TO THE TRAFFIC WYW( DAYS PRIOR TOME PLANNED IMPLEMENTATION OF SUCH PROPOSED REWSONS, EXCEPT FOR CHANCES THAT ALTER THE SCOPE OF THE TRAFFIC CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY ME REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WOWNG DAYS PRIOR TO IMPLEMENTATION O SUCH REVISIONS. THE CONTRACTOR SHALL PROMUE THE ENGINEER, IN WRITING, WITH THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS. THE ENGINEER WLL PROMDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW YORK STAT: POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE. ACTIVITY AREA 1.2. TRE CONTRACTOR SHALL MAINTAIN A MINIMUM 5W LONGITUDINAL DISTANCE BETWEEN CONSTRUCTON OPERATIONS ON ALTERNATE SEES O THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROAMITY, THE CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL WORK AREAS. SIGNS 1.2.3.4B(61TJCATONS O THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS ANO DETAILS MAY BE ADJUSTED BASED ON SENT DISTANCE AND OTHER CON90BARX TEE FINAL LOCATIONS O SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER. ANY EXISTING SIGNS, INCLUDING OVERHEAD SONS, WHICH CONFECT WTH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EASTNG SIGNS SHALL BE RESTORED TO THEIR ORKINAL CONDITION ND/OR LOCATION UNLESS DROWSE REPLACED IN THIS CONTRACT. SANS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORISTS WE O SUNT. ALL WARNING AND REGOATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF MULTI -ANE MMDED HIGHWAYS, MULTI -LANE RAMPS, AND ONE-WAY STREETS IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SONS SHALL BE POSTED ON THE RIGHT SCE O THE ACTIVE TRAVEL UNE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN PLACE MAY BE MOUNTED ON THE BARRIER VATH A SADDLE TYPE BRACKET. UWNG TE SIGN DOW IN A HORIZONTAL POSITON IS NOT PERMITTED. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESM8E0 IN THE MUTCO. ANY CHANGES TO THE DIMENSIONS SHALL SE APPROVED BY THE REGIONAL DIRECTOR OR BY HIS/HER DESIGNEE. NYR9-12 MAY BE USED IN PUCE OF HYR9-11. TABLE 6C-3 TAPER LENGTH FOR TEMPORARY TRAFFIC CONTROL ZONES TABLE 6H-4 FORMULAS FOR DETERMINING TAPER LENGTHS TAPER LENGTH L MERGING TAPER (M®) UMIT (S) SHIFTING TAPER TAU LENGTH (L) L = TAPER LENGTH WS = WIN O OFFSET (FT.)= PRECONSTRUCRON POSTED SPEED OMIT (MPH) (40 MPII) IM LESS y0,, L = WS ,00 (45 MPH) OR MORE L = WS 100 FT. PER LANE 200 200 STANDARD TAPER LENGTHS AHEAD AHEAD LATERAL SHIFT TEMPORARY TRAFFIC CONTROL ZONE POSTED SPEED LIMIT OF TRARIGLOW PA (25 MPH) (30 MPH) (35 DPN) (40 MPH) (45 MPH) (50 MPH) (55 MPH) (60 MPH) (65 MPH (70 MPH) 4 45 60 1 85 110 160 200 220 240 250 280 5 55 75 105 135 225 250 275 300 325 350 6 65 90 125 160 270 300 330 360 390 420 7 75 105 145 190 315 350 385 420 455 490 8 85 120 165 215 360 400 440 480 520 560 9 95 135 185 240 405 450 495 540 585 630 10 105 150 205 270 450 500 550 600 650 700 11 115 165 225 295 495 550 605 660 715 770 12 125 180 245 320 540 WO 660 720 780 840 TABLE 6C-3 TAPER LENGTH FOR TEMPORARY TRAFFIC CONTROL ZONES TYPE OF TAPER 1 TAPER LENGTH L MERGING TAPER L SHIFTING TAPER L 2 SHOULDER TAPER L/3 ONE -LRE, TWO-WAY TRAFFIC TAPER 100 FT. MAXIMUM DOWNSTREAM TAPER 1 100 FT. PER LANE " PRECONSIRUCTION POSTED SPEED UMIT URBAN: (MEETS MORE MN 1 OF THE FOLLOWING CEITERIA)SIDEWALKS, BICYCLE USAGE, CURBING, CLOSED DRAINAGE SYSTEMS, DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE, MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS PER MILE OR GREATER, MAJOR COMMERCIAL DRIVEWAYS, NUMEROUS RIGHT OF WAY CONSTRAINTS, HIGH DENSITY OF CROSS STREETS, 85TH PERCENTILE SPEEDS OF 45 MPH OR LESS. RURAL ANY AREA NOT EXHIBITING MORE IRAN ONE OF THE ABOVE CHARACTERISTICS. EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC WITH FULL OR PARTIALCONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS. FREEWAYS/INIERSTATE LOCAL OR INTER REGIONAL HIGH-SPEED, DIVIDED, HIGH-VOLUME FACIUTES WITH FULL OR PARTIAL CONTROL OF ACCESS, WORK ZONE TRAFFIC CONTROL SIGN TABLE TABLE NY6H-3 ADVANCE WARNING SIGN SPACING DESCRIPTION COLOR ROAD TYPE DISTANCE BETWEEN SIGNS A (FE) B (FT.) C (FT.) SIGN LEGEND XX YY URBAN (S 30 MPH") 100 100 100 AHEAD AHEAD URBAN (35-40 MPH") 200 200 200 AHEAD AHEAD URBAN ( X45 MPH") 350 350 350 1000 FT. AHEAD RURAL 500 500 500 1500 FT, I000 FT. EXPRESSWAY / FREEWAY 1000 15W 2640 1 MILE I MILE " PRECONSIRUCTION POSTED SPEED UMIT URBAN: (MEETS MORE MN 1 OF THE FOLLOWING CEITERIA)SIDEWALKS, BICYCLE USAGE, CURBING, CLOSED DRAINAGE SYSTEMS, DRIVEWAY DENSITIES GREATER THAN 24 DRIVEWAYS PER MILE, MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS PER MILE OR GREATER, MAJOR COMMERCIAL DRIVEWAYS, NUMEROUS RIGHT OF WAY CONSTRAINTS, HIGH DENSITY OF CROSS STREETS, 85TH PERCENTILE SPEEDS OF 45 MPH OR LESS. RURAL ANY AREA NOT EXHIBITING MORE IRAN ONE OF THE ABOVE CHARACTERISTICS. EXPRESSWAY: DIVIDED HIGHWAYS FOR TRAFFIC WITH FULL OR PARTIALCONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS. FREEWAYS/INIERSTATE LOCAL OR INTER REGIONAL HIGH-SPEED, DIVIDED, HIGH-VOLUME FACIUTES WITH FULL OR PARTIAL CONTROL OF ACCESS, WORK ZONE TRAFFIC CONTROL SIGN TABLE CODE DESCRIPTION COLOR CONVENTIONAL CONVENTIONAL. MANHOLE FRAME & ON A OUNCE BACKGROUND SIGN CODE CODE ROM' E7pRESSWAY FREEWAY uui G20-1 A 36"XIS" 48"0" 48"X24" RanoNJawNN G20-2 A 36"X18" 48"X24' 48X24" APPROVED EG(UAL VARIES 2'-d' ID. NYR9-11 8 2042' 48'X84' WX84" NExi MR W7 -3u A 24"Xi8" 24"X18" 24"X18" W20-4 A 36"X36" 48"X48" 48"X48' • W20 -7a A 36"X36" 48"X48" 48"X48" ® ® ® ® ® 6'-d' ID. x h' H DRYWELL 0 00p SHOULDER W21-5 A 30"X30" 48"X48" 48"X48" WORK ® ® ® ® ® ® ® O MRa ��w W'/ jI tm W11 PLTERAi1GN5 r0 TH15 POaW-Nr 15Y OTTMRTHAN AN PUI'tNORIZFD LICEN D `96TIZ%fgNL ENGINEER 15 ILLEGAL AND A VI0.ATION GF T71E NEW YRUC STATE Eg1lATIOiV LAW LOCATTGN COLOR CODE LEGEND CODE DESCRIPTION A BLACK LEONB AND DORM MANHOLE FRAME & ON A OUNCE BACKGROUND B BLACK LEMD ND DONOR ON A WIDE BACKGROUND COVER #0,MA i5Y SYRACUSE GASTiN65 OR FINISHED GRADE 3" APPROVED EG(UAL VARIES 2'-d' ID. AMOCO DRAINAGE COVER W/ PLUG EENSION ACCESSXT FA45RIG #ASSES OR 00„ 0 0 OO 0Q APPROVED EC�IJ& PVC ® ® ® ® - ® ® ® ® ® ® ® ® 6'-d' ID. x h' H DRYWELL 0 00p ® ® ® ® ® ® ® pp EXTENSION AND COVER i3Y p ® ® ® ® ® ® ® O FORT MILLER OR APPROVED p 0 EQUAL (TRAfFIG RATED) inn pI nn0 CRL611EP OF, am STONE MRa ��w W'/ jI tm W11 PLTERAi1GN5 r0 TH15 POaW-Nr 15Y OTTMRTHAN AN PUI'tNORIZFD LICEN D `96TIZ%fgNL ENGINEER 15 ILLEGAL AND A VI0.ATION GF T71E NEW YRUC STATE Eg1lATIOiV LAW LOCATTGN COLOR CODE LEGEND CODE DESCRIPTION A BLACK LEONB AND DORM ON A OUNCE BACKGROUND B BLACK LEMD ND DONOR ON A WIDE BACKGROUND CHANNELIZING DEVICES 1. WHERE POS50U ALL CHANNEUZING AND GUIDING DEVICES ARE TO BE PLACID SO AS TO PROVIDE A MINIMUM 2' LATERAL CLEARANCE TO THE TRAWLED WAY. PUBLIC ACCESS 1.2. PROPERTY OWNERS WHOSE DRIVEWAYS ILL BE MADE INACCESSIBLE SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 24 HOURS PRIOR TO RESTRICTING USE O TIE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES ACCESS SHALL BE RESTORED TO All DRIVEWAYS AS SOON AS POSSIBLE, SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRAN91IONS FROM RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM TRE WORK AREA LANE CLOSURES 1.2 THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM VISBIUTY, I.E. BEFORE CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT. THE ENGINEER MAY REWIRE THAT ALL LANES BE RE -OPENED AT NY TIME IF THE ROUTE S NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDE THE CONTRACT UNITS. LANE WIDTHS 1.2 UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE MOTHS FOR WORK ZONE TRAVEL LANES SHALL K AS FOLLOWS: FREEWAYS AND/CR EXPRESSWAYS IS 11'. THE MINIMUM LANE MOTH FOR ALL OTHER TYPES OF ROADWAYS IS 10', THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE ENGINEER, A MINIMUM O 21 CALENDAR DAYS IN ADVANCE OF PERFORMING NY WOK THAT RESULTS IN THE REDUCED WOTH O AN EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A TIMELY MANNER. BARRIER/SHADOW VEHICLES BARRIER AND SHADOW VEHICLES SHALL BE REQUIRED AS PER STANDARD SHEET 123. TILED "BLUR( ZONE TRAFFIC CONTROL LEGENDS AND NOTES'AO WORK ACTMTY, EQUIPMENT, VEHICLES ND/OR MATERIALS THE ACTIVE WORK AREA AHEAD DSTAN�.ME CONNTRACTORBE LOCATEDR WEENIHE MAY BE REQUIRED 10 PROVIDE A BARRIEBARRIER OR SHADOW VEHICLE AR VEHICLE IN CONJUNCTION (RIOT. WTHPOJO PRESENCE IN THE WORK ZONE, TO BE INCLUDED IN THE UNIT BID PRICE FOR BA ACWORK ZONE TRAFFIC CONTROL EU NO. LAKE OEOREF OUTLETS - LOOt - Ar- TABLE `5 14-33 US ROUTE 9 - LAKE OEOROE, NY 12- r PATE I N0.1 REVISIONS l PRAWN 6Y GP SCALE: A5 6I-10WN PATE: PRAWIN6 NO. TITLE: MISCELLANEOUS DETAILS ffff=528. ( O -TT FrFTr —0" 9'—O" 9'—d' 9'—O" '4 0 0 lt)OLLARP LAYOUT PLAN CCOVER SYRACUSE 6A5TINC7S I0IZ15 FRAv1E & COIER w/SAFETY --- MORTAR VENT OR APPROVED If0JA-. GRADE RN65 S" MIN -W' MAX 4. . 9d' DLA MIN mmtlGLE COIF SECTION POLYPRO?P1EI,E STEPS 17 OC. OPEN[ ROOT CONNECTION HAP PLUG 6 a " PVG �-- M"a.E RISER SEGTIGN 6 PLUFi SECURED SEWER PIPE WITH O STAINESS TEFL ' 6°xo°'4' TEE e SCREWS 4° p 5' WA.L MANH6LE RISER SECTION v THICKNES5 s n e o ag'YL ROPE AS Ci.PAN1 CW -CK 6" PVG 'a a 15ACKWATF-R VANE OR APPROVED EG?JA- MAN-aE 15A.SE SECTION 45.PDV To SEWER MAN 6" PVG a , SECURE PIPE TO EASE WITH STAINFSS STEEL.. STRAPS o- (" CRUSHED STONE a! ---------sem a° USE OILY wET-CAST UNITS. DRY -CAST NOT AGGEPTAME 3 SANITARY MANHaz ONSIPE g g SCAE: N aZ CRO55 REFERENCE: NM 0 0 cel f 0 FLEXIl�lz RUb6ER 600T SEAL A55EM6LY IN GORED HOLE (ASTM G9L3) KOR-N-SEA_ SERIES 304 STAIN_E55 HAND CLAMP SERIES 305 5TAINLE55 SCREW APPLY WITh TORC<LE WRENCH SET TO W-70 IN L65 -I' -4l, 8 51PE FACE OF CATCH i3ASIN l a. 3' MAX. o U- cow HaE PIFE TO i4�1 EXISITW CATCH - AKIN DETAIL lwljr�-::c A 5° w/SraNE F01MATION WALL CalUN DOWN SPOUT ADAPTER FOR GUTTER DRAIN PLAN _ *V k' GAP FOR -- HVAC DRAIN I=ff=528.10 4" SDR k"xb" REDU'.ER J� e� 6" SDR 35 4 i 1900E PRAIN W ST GROSS REFERENCE: Nam Doth SPOUT ADAPI FGR 6UTTER DRAIN ANP 4" GAP FOR HVAC GRAIN y w/o STS -- FO"ATICN WA -L Am 4" SDR 35 4"0" REDUCER 6° SDR S a. 900F DRAIN W/O STaE s-9 SGALE:I/z'=r-d' GR065 REFERENCE: NONE 10=41 lk. ftu ALTERATIONS To THIS DOCUMENT oY OTHER THAN AN AiTHORIZED LICENSED PROPE`hIONAL ENGINEER 15 LLFGAL AND A VICLATION OF THE NEW YoF1K STATE EDJCATICN LAW STORE NAME, AGOREVIATICN & NO. LAKE OEORelf OUTLETS - 1-00 - 455 tTE LOCATION Ig33 05 POLITE 9 - LAKE OEORC-)E, NY 12845 DATE NO. REVISIONS 1/29/16 I CCNNFJCF To EX 0 RETAIL DRAWN PAY: GP SCALE: AS 6HOM DATE: 8/4�I5 DRAWING NO. q r—MI66ELLANEOU6 DETAILS BION KEY: D w/�SAND D5 W/51cvs) RESERVED KWtCAP 51ON PARKING trx15" MIN. SIZE 0 — 5-dMGL,NTIN6 tE"T MN., SEE RAN FOR LOCATION ACCVAN ESSIBLE R7-8 & R7 -5A NO NO PARKN6 604 PARKING � M,v 2 _ ANY hEl6HT MIN, SEE vE 6Aw TIME P -M FOR LOGATICN 91D SPACE R7 -I 10=41 lk. ftu ALTERATIONS To THIS DOCUMENT oY OTHER THAN AN AiTHORIZED LICENSED PROPE`hIONAL ENGINEER 15 LLFGAL AND A VICLATION OF THE NEW YoF1K STATE EDJCATICN LAW STORE NAME, AGOREVIATICN & NO. LAKE OEORelf OUTLETS - 1-00 - 455 tTE LOCATION Ig33 05 POLITE 9 - LAKE OEORC-)E, NY 12845 DATE NO. REVISIONS 1/29/16 I CCNNFJCF To EX 0 RETAIL DRAWN PAY: GP SCALE: AS 6HOM DATE: 8/4�I5 DRAWING NO. q r—MI66ELLANEOU6 DETAILS GGN5TRLGTIGN ZQNE 5-d' WIRE MESH [4 0A MIN MAX OPENING Tkq' HEE ff IN 6RaW, COST OF IWAVATION INGLLDED M THE PRIDE 5D FOR ITEM 4 `5-10 6" ELEVATION 2'X4" SGPT WOOD POST OR STM POSTS. Id MAX SPA O POSTS 5dMIN. EXISTING PAVEMENT Z MOJNTASLE BERM EXI5TIN6 FILTER (oFn6NAL) 6ROJND CLOTHPROFILE EXI5TIN6 6RO-Np STANDARD SYMBOLS R ---- I --1—Y (. SILT FENCE SHIALJ_ 5E 05TA-LED IN ALL AREAS OF 6"TRWTED 5LG , SOA_ PI5n"AN5E 6rARTIN6 EARTH MOVING OPERATIONS. 2. THE FJN61N EE R IN abW,5E MAY EN.hR6E THE PI5TANCE WrWEE N THE FROPOSEP TOE -OF -SLOPE ANP THE GILT FMJSE, IF THE EN_*br EM POES NOF TAKE PLACE IN A WETLMD/WATW,WI Y AP POE5 NOT REQUIRE THE REMfNAL 0 D(ISTIN6 VEGETATION. 3. SILT FENICZ at&L DE PLACED PARALLEL.. TO 4,CKOLRS MID SIIOU.D NOT M PLASED IN 50NGF1NTRAT® FL OVS .I'. s ♦ -I INLET PROTECTION FOR NON -PAVED AREAS FA5RIG min �OIIIIIfiiulU mlillmll►/ '� INLET PROTEOTION FOR PAVED AREAS 5T 4" OONSTRUOTION SPEOIFIGATIONS L FILTER WRI5 %HAL HAVE AN E05 GF 40-85. "UP MAY 5E UI FOR SHIORT TERM APFLIOATIGN5,. 2. GUr FARIO FROM A SGNTINOIS ROLL TO ELIMINATE JOINTS. F JOINTS ARE NFA THEY WILL 5E OVERLAPPED TO THE NEXT 5TAKE. 3. STALE MATERIALS WILL 5E STAWARD V x 4" WOOD OR EQUIVALEW METAL WITH A MINIMLM LENGTH OF 3 FEET. 4. SPACE STAKES EVIE LY ARO" INET 3 FEET APART AW DRIVE A MINIMUM 15 ING1E5 PMP SPANS 6REATER THAN 3 FEET MAY 5E 15RCOW WITH THE USE OF WIRE MESH BEHIND THE FILTER FA5RI5 FOR 5LPPGRT. 5. FA5RNO atAUL 5E EMPE MW I FOOT MWNMM MM DFC" AND SAOKFLLED. IT SI1AU_ m SFlL.RE-LY FASTENED TO THE 5TA<E5 AW FRAmn 6. A V x 4" WOOD FRAME SHALL 5E 661 FLIEW ARGLW THE CREST OF TrE FAME FOR OVER FLOW STASLITY. ( ) T A. � PER �T'AL �A5OVEFASR� AM STA�� 5E CONTRACTOR TO MAINTAIN AD GLEAN/WP WE55 STONE AS NEEDED. A5 AREAS AZE PAVW OR 51NW£R IWA UE GGNTRAGTOR TO FGf.10W THIS DETAL. MAXR4M DRAINA6E AREA I ACRE rAl Z S; / N ISI XISTING 'AVEMENT (.OJSTR V.TIGN 12=IFICAT05 I. 5TOc SIZE - USE v 5TONE. OR REaAIMEP OR RECYCLED COJCRETE ECUIVALENT. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT CN A SINCAE RESIDENCE LOT WHERE A 50 POOP MIN" LENGTH WO,LD A -FLY). 3. THICKNESS - NOT LESS THAN SIX (0) I1 4. WIDTH - TWELVE (12) FOOT MINIMUM. LXX NOT LESS THAN THE FULL WIDTH AT FONTS WHERE INC-RES5 OR EGRE55 0CC(F5. PWEMY-FA.R (24) FOOT IF SINGLE ENTRMIGE TO SITE 5. FILTER CLOTH - WILL PE FACED OVER THE ENTIRE AREA FRIOR r0 RAGING OF STONE. 6. SURFACE WATER - ALL SLWACE WATER FLOWWG CR DIVERTEP TOWARD CONSTRUCTION ENTRNNC.E5 SHALL M FIFER AGRGSS THE ENTRANCE. IF PIPING 15 MPRAGTICAL, A MCUNTAELE PERM WITH 5:1 `-LOPES WILL DE PERMITTED. 7. MAWrENANCE - THE ENTRANCE SHALL M MAINTAINED IN A COVITION M11GH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ANrO FIDLIC RIGHTS -GF -WAY, ALL SEDMENT SPLLER DROPPED, WASHED OR TRACTED OJrO FJCLIC RICHiTs-CF-WAY MIST M REMOVED NNEDIATELY. S. WHEN WASiNG 15 REQJIRW, IT 91 CE PONE ON A AREA SrADILIZED WITH STOVE AW WHICH DRAINS INTO AN AFPROVEP SEDIMENT TRAPPING PEVICE. 9. PERIODIC INSPECTION ANP NC-EDEP MAINTENANCE SHAD- PE PROVIDED AFTER EAG1 RAN. "Igg Id s 6 PLAN GENERAL REQUIREMENTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION AND SEDIMENT CONTROL TO PROTECT SURROUNDING WATER BODIES. CONTRACTOR OR OWNER SHALL ENSURE THAT AT LEAST ONE TRAINED NYSE DEC CERTIFIED EROSION CONTROL CONTRACTOR IS ON SITE ON A DAILY BASIS WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING PREFORMED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION CONTROL AND MAINTENANCE OF SOIL EROSION AND SEDIMENT CONTROL FACILITIES TO ENSURE PROPER FUNCTIONING OF SAID FACILITIES (DURING CONSTRUCTION). AFTER THE PROJECT HAS BEEN COMPLETED, THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY FOR ENSURING THAT ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN REMOVED OR REPLACED BY PERMANENT CONTROLS. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN FOURTEEN (14) DAYS, AND NOT SUBJECTTO CONSTRUCTION TRAFFIC, SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER. DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN FIVE (5) DAYS AFTER FINAL GRADING. MULCH AS NECESSARY FOR SEED PROTECTION AND ESTABLISHMENT. LIME AND FERTILIZE SEED BED PRIOR TO PERMANENT SEEDING. SEE SECTION D. EROSION & SEDIMENT POLLUTION CONTROL GUIDELINES EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES AND PRACTICES, UTILIZED IN THE CONSTRUCTION OF THE PROJECT, SHALL BE CONSISTENT WITH THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL, MARCH 1998. NATURAL VEGETATION SHALL BE RETAINED, PROTECTED, AND SUPPLEMENTED, AS FEASIBLE PRIOR TOAND DURING CONSTRUCTION. CUT AND FILL SLOPES SHALL BE BROUGHT TO FINAL PROPOSED GRADES AS SOON AS POSSIBLE IN THE CONSTRUCTION SEQUENCES, AND SEEDED AND MULCHED IMMEDIATELY. EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES (STRAW BALES, FILTER FABRIC FENCING, STABILIZED CONSTRUCTION ENTRANCES, SILTATION BASINS, AND OTHER ACCEPTABLE FACILITIES) SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL COMPLETE SITE STABILIZATION. HEAVY CONSTRUCTION EQUIPMENT SHALL BE KEPTAS CLOSE TO THE AREA AS PRACTICAL TO MINIMIZE DISTURBANCE OF SOIL ALREADY STABILIZED OR UNDISTURBED TOPSOIL AND OTHER SOIL REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED IN A SUITABLE LOCATION CLEAR FROM ANY STORMWATER DRAINAGE COURSES. STOCKPILES WHICH ARE INACTIVE FOR MORE THAN FOURTEEN (14) DAYS SHALL BE SEEDED. VEGETATIVE STABILIZATION SHALL BE PERIODICALLY INSPECTED FOR SUFFICIENT GROWTH AND PROGRESS. AREAS NOT RESPONDING SHALL BE PROMPTLY RESEEDED AND REMULCHED AS SOON AS POSSIBLE. AREAS SHOWING SIGNS OF EROSION PRIOR TO STABILIZATION SHALL BE GRADED, RESEED, AND REMULCHED AS SOON AS POSSIBLE. SOD OR EROSION CONTROL FABRIC SHALL BE UTILIZED WHERE ADEQUATE STABILIZATION IS NOT OCCURRING. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BEFORE BEGINNING EARTH MOVING ACTIVITIES, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. A STABILIZED CONSTRUCTION ENTRANCE PAD OF 1-1/2" TO 2" CLEAN STONE WILL BE PLACED ATALL CONSTRUCTION DRIVEWAYS IMMEDIATELY AFTER SITE DISTURBANCE. (DIMENSIONS: LENGTH -NOT LESS THAN 50 FT., EXCEPT ON SINGLE RESIDENCE LOT WHERE 30 FT. MINIMUM WOULD APPLY: WIDTH -24 FT. MIN., BUT NOT LESS THAN FULL WIDTH OF ENTRANCE OR EXIT DRIVES: DEPTH -NOT LESS THAN 8 IN.) FILTER CLOTH IS REQUIRED PRIOR TO STONE PLACEMENT. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR MORE THAN 14 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW OR EQUIVALENT MATERIAL, AT A RATE OF 2.5-3.0 TONS PER ACRE, ACCORDING TO STATE STANDARDS. PERMANENT VEGETATION TO BE SEEDED ON ALL EXPOSED AREAS WITHIN FOURTEEN (14) DAYS AFTER FINAL GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION UNTIL SEEDING IS ESTABLISHED. THE APPLICATION OF TOPSOIL, LIMING, FERTILIZING, SEEDING, AND MULCHING FOR DISTURBED AREAS SHALL BE CONSISTENT WITH THE STANDARD GENERAL PRACTICES FOR CONSTRUCTION. IMMEDIATELY FOLLOWING INITIAL DISTURBANCES OF ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (I. E., STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF 2.5 - 3.0 TONS PER ACRE ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLEDAND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E., SLOPES GREATER THAN 3:1). AT THE TIME WHEN SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS TO BE ESTABLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON -VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES UNTIL ALL AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES PROPER MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT CONTROL FACILITIES ARE NECESSARY TO THE EFFECTIVENESS OF THE EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE ENTRANCE OF EACH CONSTRUCTION INGRESS ONTO PUBLIC THOROUGHFARES AND STABILIZED ROADWAYS. DISTURBED GROUND SURFACES SHALL BE SPRINKLED WITH WATER, AS NEEDED, TO LIMIT THE FORMATION AND MIGRATION OF AIRBORNE DUST. OPERATIONAL MEASURES SHALL BE EMPLOYED DURING CONSTRUCTION TO PREVENT THE SPILLS OF FUELSAND LUBRICANTS. IF A SPILL OCCURS, IT SHALL BE CONTROLLED IMMEDIATELY TO PREVENT ITS ENTRY INTO OFF-SITE AREAS INCLUDING ADJACENT STORM SEWER. ANY TEMPORARY EROSION CONTROL FACILITY SHALL REMAIN FUNCTIONAL UNTIL VEGETATIVE COVER IS SUFFICIENTLY ESTABLISHED WITHIN THE RESPECTIVE TRIBUTARY DRAINAGE AREA. ANY DEBRIS ACCUMULATED IN EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE REMOVED AND PROPERLY DISPOSED. THESE FACILITIES SHALL BE CHECKED DAILY AND AFTER RAINFALL EVENTS, AND REALIGNED AS NEEDED. SEDIMENT SHALL BE REMOVED WHEN IT REACHES THE FOLLOWING DEPTHS: STRAW BALE BARRIERS - 6 INCHES SILT FENCING - 6 INCHES SILTATION BASIN - 9 INCHES NOTE: DISTURBED AREAS SHALL BE CONSIDERED AS PERMANENTLY STABILIZED WHEN A MINIMUM COVER OF80 % HAS BEEN ESTABLISHED. SEOTION ER0510N 60WR& PLAN s IO CRAB: TEMPORARY GONG WASH. GRGef REFfRRJGE: NGi� - � - rrlp SCALE NONE WEA: NOW A10K;A ALTERATIONS TO THIS DOUMENT by OTHER THAN AN AUTHORIZED LICENSED PROFESS16NIL ENGINEER IS LLE5AL PND A VIOATICN OF THE NEW YORK STATE EDUCATION LAW LOCATION PIT LAKE eEOReE OUTLETS - LC-)Of5 - 455 1433 US ROUTE ') - LAKE OEORC)E, NY 12545 f DATE I W I REVISIONS PRAWN 5Y: GP s5ALE: 1"=w DATE: 12/10/15 DRAWING NO. 5-10 TITLE: EROSION & SEDIMENT CONTROL PLAN -i - IT e P 35 PH W13-1 OPTIONAL (SEE NOTE 8) OR W24 -IL (SEE NOTE 61 W13-1 OPTIONAL (SEE NOTE 8) SINGLE LANE SHIFT SHORT OR INTERMEDIATE TERM STATIONARY 2 -LANE 2 -WAY ROADWAY WITH CENTER TURN LANE (NOT TO SCALE) NOTES: 1. NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY TIME. 2. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. 3. TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED. SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 15001. 4. FOR LONG DURATION LANE CLOSURES, TEMPORARY PAVEMENT MARKINGS SHALL BE USED IN ACCORDANCE TO THE CONTRACT DOCUMENTS. ANY EXISTING PAVEMENT MARKINGS THAT ARE CONFLICTING OR MISLEADING SHALL BE REMOVED OR COVERED. 5. FON BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES". 6. WHERE THE SHIFTED SECTION IS LONGER THAN 600, ONE SET OF REVERSE CURVE SIGNS SHOULD BE USED TO SHOW THE INITIAL SHIFT AND A SECOND SET SHOULD BE USED TO SHOW THE RETURN TO THE NORMAL ALIGNMENT. IF THE TANGENT DISTANCE ALONG THE TEMPORARY DIVERSION IS LESS THAN 600', THE DOUBLE REVERSE CURVE SIGN (W24-11.)SHOULD BE USED INSTEAD OF THE FIRST REVERSE CURVE SIGN (WI -4L) AND THE SECOND REVERSE CURVE SIGN (WI -41.) SHOULD BE OMITTED. 7. WHEN PAVED SHOULDERS HAVING A WIDTH OF B' OR MORE ARE CLOSED, CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN ADVANCE TO DELINEATE THE BEGINNING OF THE WORK SPACE AND TO DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVELED WAY. NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER CODES USED 1N THIS DRAWING. STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET SINGLE LANE SHIFT 2 -LANE 2 -WAY ROADWAY WITH CENTER TURN LANE 8. THE ENGINEER MAY REQUIRE THE USE OF AN ADVISORY SPEED PLAQUE (W13 -I) TO SUPPLEMENT A WARNING SIGN. THE PLAQUE WILL BE USED TO INDICATE AN ADVISORY APPROVED SEPTEMBER 18. 20 SPEED FOR THE WORK ZONE CONDITION. (IE. NARROW LANES, BUMPS, POOR ROADWAY SURFACE, LOW OR NO SHOULDER, DROP-OFFS, GEOMETRIC CONSTRAINTS, AND/OR POOR SIGHT /S/ DAVID J. CLEMENTS, P.E. CONDITIONS). EFFECTIVE DATE; 01/08/09 DIRECTOR. OFFICE OF TRAFFIC SAFETY AND MOBILITY 619-63 Holiday Lane Closure Restrictions There shall be no temporary lane closures on roadway facilities owned and/or maintained by NYSDOT on the major holidays listed below. Construction activities that will result in temporary lane closures shall be suspended to minimize travel delays associated with road work for major holidays as follows: 2016 New Years Day - Friday January 1. Beginning 6:00 AM Thursday, December 31 and ending 6:00 AM Monday, January 4. Memorial Day - Monday May 30, Beginning 6:00 AM Friday, May 27 and ending 6:00 AM Tuesday, May 31. Independence Day - Monday July 4. Beginning 6:00 AM Friday, July 1 and ending 6:00 AM Tuesday, July 5. Labor Day - Monday, September 5. Beginning 6:00 AM Friday, September 2 and ending 6:00 AM Tuesday, September 6. Thanksgiving Day - Thursday, November 24. Beginning 6:00 AM Wednesday, November 23 and ending 6:00 AM Monday, November 28. Christmas Day - Sunday, December 25. Beginning 6:00 AM Friday, December 23 and ending 6:00 AM Monday, December 26. 2017 New Years Day - Sunday January 1. Beginning 6:00 AM Friday, December 30 and ending 6:00 AM Monday, January 2. Memorial Day - Monday May 29. Beginning 6:00 AM Friday, May 26 and ending 6:00 AM Tuesday, May 30. Independence Day - Tuesday July 4. Beginning 6:00 AM Friday, June 30 and ending 6:00 AM Wednesday, July 5. Labor Day - Monday, September 4. Beginning 6:00 AM Friday, September 1 and ending 6:00 AM Tuesday, September 5. Thanksgiving Day - Thursday, November 23. Beginning 6:00 AM Wednesday, November 22 and ending 6:00 AM Monday, November 27. Christmas Day - Monday, December 25. Beginning 6:00 AM Friday, December 22 and ending 6:00 AM Tuesday, December 26. Daily Lane Closure Restrictions Daily lane closures on Route 9 are ONLY ALLOWED on the following days and times: Monday through Friday: Dawn to 2:00 P.M. Note: The Town of Queensbury must be notified prior to any lane closures. LAKE OEOR&E OUTLETS - L00) -x}58 LOCATION VII 1433 US ROUTE 9 - LAKE OEOROE, NY 12 545 •f _ r 3yl�s3 � a6•�' DATE. NO. REVISIONS IRE %I N_ORIZEPCNS TO Fl v E6616 r 6Y OTNEE 15 AN AUTI1g2171=D L(GENf-ED PRGfE551GNPL FJNC�INEER 15 ILLE6PL AIVD A VIP ATICN 0 TtE WW YGRK STATE EPJCATICN LAW P.O. 60X 435 6ARAT00A SPRINe5, NY 12866 tEL. (51051-1200 FAX (518)581-1209 PRAWN 6Y: GP SCALE: AS SHOWN DATE: PRAWINC6 NO. s -I TITLE: TRAFFIC CONTROL DETAILS + 9q m3 GENERAL NOTES: 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE REQUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY (PROWAG). 2. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE LIMITS FOR S DESIGN AND FIELD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. SEE TABLE "DESIGN ELEMENT TOLERANCES" ON THIS SHEET, FURTHER ACCEPTANCE OF IS PROVIDED CI "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT.WAY AND ACCEPTANCE OF PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE. 3. NOT ALL FACILITIES CAN BE CONSTRUCTED TO MEET THE DESIGN STANDARDS. FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS SHALL BE CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. NONSTANDARD FEATURES SHALL BE JUSTIFIED PER HIGHWAY DESIGN MANUAL CHAPTER 2, EXHIBIT 2-15A. 4. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES WILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS. WHERE THE READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED, GRADE (RUNNING SLOPE) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12" TO 18" FROM THE CENTERLINE. CROSS SLOPES WILL BE MEASURED PERPENDICULAR TO CENTERLINE AT 5' TO 10' INTERVALS. 5. GRADES (RUNNING SLOPES) ARE MEASURED IN THE VEL. DIRECTION ON OF PEDESTRIAN TR 1 I A CROSS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. 6. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE FROM ABRUPT VERT{CAL CHANGES GREATER THAN '/,'. VERTICAL SURFACE DISCONTINUITIES BETWEEN 1/4" AND 1Z' SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE DETAIL ON SHEET 2 OF 9, 7. SIDEWALKS ARE CONNECTED TO ROADWAYS BY EITHER BLENDED TRANSITIONS OR CURB RAMPS, BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE ROADWAY LEVEL THAT HAVE A MAXIMUM GRADE (RUNNING SLOPE) OF 5'X, AND TRANSITIONS GREATER THAN 57. ARE CONSIDERED CURB RAMPS. B. CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF DETECTABLE WARNINGS. SEE ADDITIONAL "DETECTABLE WARNING NOTES" ON THIS SHEET, AND DETAILS ON SHEET 2 OF 9 FOR DIMENSIONS, ORIENTATION AND INSTALLATION, 9. VERTICAL ALIGMENT SHALL BE GENERALLY PLANAR. GRADE BREAKS WITHIN THE PEDESTRIAN ACCESS ROUTE SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND SHALL NOT BE ROUNDED. 10. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE DIFFERENT IN THE CONTRACT DOCUMENTS. 11. SIDEWALK GRADE (RUNNING SLOPE) SHALL NOT BE DESIGNED TO EXCEED 4.57., EXCEPT WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE HIGHWAY GRADE IS STEEPER. WHEN HIGHWAY GRADE IS GREATER THAN 5%. THE SIDEWALK GRADE SHALL NOT EXCEED THE HIGHWAY GRADE. 12. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.57. MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS ARE ALLOWED, A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS WITHOUT YIELD OR STOP CONTROL DR WHERE THERE 15 ANY TRAFFIC SIGNAL WITHOUT A FLASHING RED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A STREET CROSSING SHALL BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5'X MAXIMUM FOR WORK ACCEPTANCE. B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIDBLOCK STREET CROSSING SHALL BE PERMITTED TO EQUAL THE STREET OR HIGHWAY GRADE. 13. THE MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES IS 4'-0", EXCLUSIVE OF THE CURB. WHEN WALKWAY WIDTHS ARE LESS THAN 5'-0% 5'-0" x 5'-0" PASSING SPACES (SHOWN IN DETAIL A OR B), OR A FEATURE OF EQUAL OR GREATER DIMENSIONS (E.G., DRIVEWAYS) THAT MEET THE SLOPE CRITERIA, SHALL BE PROVIDED AT A MAXIMUM INTERVAL OF 200'. EXISTING DRIVEWAYS AND STREET CROSSING MAY ALSO SERVE AS PASSING SPACES. 14. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS ROUTE FROM THE VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANTED OR PAVED. WHERE THE BUFFER ZONE WIDTH, EXCLUSIVE OF CURB, IS LESS THAN 3'-0" THE SURFACE SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. 15. THE MAXIMUM RECOMMENDED CROSS SLOPE OF A TURF BUFFER ZONE OR SLOPE TRANSITION BEHIND SIDEWALK IS 25%. BUFFER ZONES WITH A CROSS SLOPE GREATER THAN 25% SHOULD BE PAVED, PLANTED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. 16. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD SHEET 608-03. 17. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS, REFER TO STANDARD SHEET 680-10 FOR DETAILS. 18. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THE ROADWAY SHOULD BE SAWCUT AT LEAST 2'-0" FROM THE PROPOSED CURB LINE TO ALLOW FOR ADEQUATE COMPACTION OF ASPHALT. IF SAWCUT IS LESS THAN 2'-0" FROM PROPOSED CURB LINE, THEN THE ROADWAY SHALL BE REBUILT USING CLASS C CONCRETE. SEE DETAILS ON SHEET 9 OF 9.. CURB RAMP NOTES; 1g, THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'-0". 24, THE GRADE (RUNNING SLOPE) OF A CURB RAMP SHALL BE A MINIMUM OF 51 THE GRADE FOR DESIGN AND LAYOUT SHALL BE A MAXIMUM OF 7.5X. THE GRADE FOR ADA ACCESSIBILITY AND WORK ACCEPTANCE SHALL BEA MAXIMUM OF 8.37. 21. WHERE EXISTING CONDITIONS DO NOT ALLOW THE CONSTRUCTION OF A CURB RAMP WITH A GRADE (RUNNING SLOPE) OF 8.3X OR LESS, THE RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15'-1" FOR DESIGN AND FIELD LAYOUT. THE RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 154" FOR WORK ACCEPTANCE. 22. THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILL PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. SEE NOTE 12 FOR EXCEPTIONS. WHERE THE EXISTING ROADWAY GRADE EXCEEDS 2'X, THE CURB RAMP MAY BE WARPED ACCORDING TO THE DETAIL ON SHEET 8 OF 9 TO TIE INTO THE DROP CURB. 23. RAMP SIDE OPTIONS ARE DETAILED ON SHEET 3 OF 9 FOR USE WITHIN THE BUFFER ZONE. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES SHALL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND IOX MAXIMUM FOR WORK ACCEPTANCE. THE SLOPE OF FLARED SIDES IS MEASURED PARALLEL TO THE CURB LINE. 24. 25. THE BACKSIDE OF A PARALLEL RAMP SHOULD BE GRADED TO A MAXIMUM SLOPE OF 25X TO MATCH EXISTING TERRAIN, UNLESS OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. WHERE GRADING IS NOT FEASIBLE DUE TO LIMITED RON OR PHYSICAL CONSTRAINTS, A BACK CURB MAY BE INSTALLED. SEE DETAILS ON SHEET 3 OF 9 AND SHEET 9 OF 9. DEPARTMENT PREFERENCE IS TO INSTALL TWO CURB RAMPS AT A STREET CORNER THAT SERVES BOTH CROSSINGS. WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT TWO CURB RAMPS FROM BEING INSTALLED AT A STREET CORNER THAT SERVES BOTH CROSSINGS, A SINGLE DIAGONAL CURB RAMP WILL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREET CROSSINGS. TURNING SPACE AND CLEAR SPACE NOTES: 26. WHERE A CHANGE IN DIRECTION IS REQUIRED TO UTILIZE A CURB RAMP, A TURNING SPACE SHALL BE PROVIDED AT THE BASE OR THE TOP OF CURB RAMP AS APPLICABLE. TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES. 27. WHERE THERE ARE NO VERTICAL CONSTRAINTS AT THE BACK OF SIDEWALK, E.G., VERTICAL CURB, BUILDINGS, FENCES) THE TURNING SPACE DIMENSIONS SHALL BE 4'-0" x 4'-0" MINIMUM. WHERE THE TURNING SPACE IS CONSTRAINED AT THE BACK OF SIDEWALK, THE TURNING SPACE SHALL BE 4'-0" X 5'-0" MINIMUM. THE 5'-0" DIMENSION SHALL BE PROVIDED PERPENDICULAR TO THE CONSTRAINT. 28. TURNING SPACES SHALL NOT BE DESIGNED WITH CROSS SLOPE GREATER THAN 1.5% IN ANY DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE. THE MAXIMUM CROSS SLOPE FOR WORK ACCEPTANCE IS 2.0%. A NONSTANDARD FEATURE JUSTIFICATION IS REQUIRED WHERE TURNING SPACES EXCEED 2.0% IN ANY DIRECTION. 29. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4'-0" x 41-0" MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE THE PARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLAP TURNING SPACES, DETECTABLE WARNING SURFACES, AND DROP CURBS. DETECTABLE WARNING NOTES: 30. DETECTABLE WARNING SURFACES SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES: A. CURB RAMPS AND BLENDED TRANSITIONS AT PEDESTRIAN STREET CROSSINGS. B. PEDESTRIAN REFUGE ISLANDS INHERE THE LENGTH OF THE PEDESTRIAN ACCESS ROUTE ACROSS THE REFUGE ISLAND IS GREATER THAN OR EQUAL TO 6 FEET). C. PEDESTRIAN AT -GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY. 31. DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAYS WITH SIGNAL. YIELD OR STOP CONTROL. DETECTABLE WARNING SURFACES SHALL NOT BE PROVIDED AT CROSSINGS OF UNCONTROLLED DRIVEWAY APRONS. 32 SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPER INSTALLATION. IF REQUIRED. THE BORDER SHALL NOT EXCEED 2". WHERE THE BACK OF CORM EDGE IS TOOLED TO PROVIDE A RADIUS, THE BORDER DIMENSION SHALL RE MEASURED FROM THE INSIDE EDGE OF THE CURB RADIUS. 33. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE. THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING UNIT IS FOR ILLUSTRATION ONLY. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" MINIMUM IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. EXCLUDING ANY FLARED SIDES. THE WIDTH OF THE DETECTABLE WARNING FIELD INCLUDES A CONCRETE BORDER, IF PROVIDED. 34. ON SLOPES OF 5% DR GREATER, THE ROWS OF DOMES SHALL BE ALIGNED 10 BE PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK ON THE RAMP RUN. WHERE DORIES ARE ARRAYED RADIALLY THEY MAY DIFFER IN DOME DIAMETER AND CENTER -TO -CENTER SPACING WITHIN THE RANGES SPECIFIED ON SHEET 2. ON SLOPES LESS THAN 57., DOME ORIENTATION IS LESS CRITICAL AND MAY DIFFER FROM PERPENDICULAR OR RADIAL ALIGNMENT TO THE GRADE BREAK. 35. THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT CUTTER, STREET OR HIGHWAY. OR PEDESTRIAN ACCESS ROUTE SURFACE, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. h DETAIL "A" ACCESSIBLE PASSING SPACE TRANSITION ONE SIDE TAPERS DETAIL "B" ACCESSIBLE PASSING SPACE TRANSITION BOTH SIDES TAPER DESIGN ELEMENT TOLERANCES DIM. ELEMENT DESIGN AND FIELD LAYOUT LIMIT LIMIT FOR WORK ACCEPTANCE SIDEWALK CROSS SLOPE - SEE NOTE 12 1.52 MAX. 2.07. MAX. SIDEWALK GRADE (RUNNING SLOPE) - SEE NOTE 11 4.5% MAX. 5.0% MAX. CURB RAMP GRADE (RUNNING SLOPE) - SEE NOTE 21 7.57 MAX. 8.3% MAX. BLENDED TRANSITION GRADE (RUNNING SLOPE) - SEE NOTE T 4.5% MAX. 5.0X MAX. ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. FOR ADDITIONAL REQUIREMENTS AND TOLERANCES, SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, AND CONSTRUCTION OF PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSOOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE. 25% MAX. (SEE NOTE 24) SIDE FLARE (TYP.) (SEE NOTE 23) %* (BOTH SIDES) CURB LINE OPTION A, GRADED EARTH AND TURF �r BUFFER ZONE BUFFER ZONE �� .� ,t ,r.., \/ RAMP L, _ -.l".JI '\ \ RAMP _ aY �� OPTION A: FLARED CONCRETE OPTION R: GRADED EARTH €2" MAX. BACK CURB HEIGHT _sem RAMP SNE \ : !1 l£j€-: 11 li € II EFI \/ y i ,. BUFFER ZONE BUFFER ZONE ; ; rj�rAJf �� °gAFNr 3 yfr� OPTION Bt BACK CURB RAMP ) - YAefJI'Wf \%SW'WY RAMP \\ \\ \ PARALLEL RAMP DACK TREATMENTS OPTION C: RETURN CURB OPTION D: UNCURBED INTERSECTION NOTE: ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET l OF 9. RAMP SIDE CONFIGURATIONS �rvE O mrE DROP CURB GRADE BREAK AT BOTTOM OF RAMP ONE CORNER OF DETECTABLE - WARNING SURFACE LOCATED AT BACK OF CURB ITYP.I (SEE NOTE 321 OPTION I CURB 24" GRADE BREAK AT BOTTOM OF RAMP OPTION 2 TO DROP CURB ONE CORNER OF DETECTABLE WARNING SURFACE LOCATED AT BACK OF CURB GRADE BREAK TO BACK OF GREATER THAN 5'-O" RECTANGULAR UNITS CUT TO FIT DETECTABLE �. WARNING SURFACE ITYPJ GRADE BREAK AT BOTTOM OF OPTION 4 GREATER THAN 5'-0" GRADE BREAK AT BOTTOM OF RAMP J OPTION 5 24" MIN. A CURB DETECTABLE E LOCATED RECTANGULAR UNITS, CUT TO FIT DETECTABLE WARNING SURFACE (TYP.) ` DROP CURB 5'-0" MAX. 24" MIN. GRADE BREAK TO BACK OF CURB GREATER THAN 5'-0" RECTANGULAR TILE CUT TO FIT DETECTABLE WARNING SURFACE 11YPJ 7 r ,J p •,^ee�.... 'DROP CURB GRADE BREAK AT BOTTOM OF RAMP 24" MIN, GRADE BREAK AT BOTTOM OF RAND ONE CORNER OF DETECABLE pARNING SURFACE LOCATED OPTION 3 AT BACK OF CURB OPTION 6 DETECTABLE WARNING SURFACE (DWS) PLACEMENT OPTION DETAILS NOTE, ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF 9. ALTFRATIar, TO TH15 DOOLMENF PY OTHER rtWN NJ AIIFHORIZED LICENSED PROFE551aiAL. ENOINEFR 15 L1EOAL NND A VIOLATION Or THE NEW YORK STATE FRIOATION LAW W-1-1-24" CUT EDGE TO CUT EDGE JOINTS (TYPJ (SEE NOTE 34) DROP CURB MIN. ONE CORNER OF DETECABLE WARNING SURFACE LOCATED AT BACK OF CURB e PLAN TRUNCATED DOME DIMENSIONS DIM. MIN. (IN) MAX. (IN) A 1.6" 2.4" B C 507. - 657. OF 0 DIM. 0 0.9" l.4" 0.2" SECTION E -E DETECTABLE WARNING SURFACE (DWS) TRUNCATED DOME DETAILS /4" MAX. x3 x MAX. 11-� l - VERTICAL SURFACE DISCONTINUITIES SEE NOTE 6 ON SHEET 1 OF 9 SrORE NAME, A60REVIATt6N & NO. LAKE OEOROE OUTLETS - L&O - 455 LOOATION 14---:5-5 US ROUTE 9 - LAKE &EOReE, NY ►285 1 VATE I NO.I REV151ON5 DRAWN (SY: GP 56ALE: AS Sf10WN PArE: k/18/16 DRAWINO NO. s-12 TITLE: SIPEWALK & RAMP PETAILs Ile SEE SHEET 3 OF 9 57— STATI "F E, FOR RAMP 51DE OPTIONS BUFFER ZONE SIDE FLARE (TYPJ (SEE NOTE 13) as (SEE NOTES, 26 & 281 —SEE DETECTABLE WARNING PLACEMENT DETAILS ON SHEET 2 OF 9 "4p RAMP ------ FOR RAMP SIDE OPTIONS SEE DETECTABLE WARNING CLEAR SPACE PLACEMENT DETAILS ON SHEET 2 OF ISEE NOTE 29) CURB RAMP CONFIGURATION: TYPE I SEE DETECTABLE WARNING PLACEMENT DETAILS ON SHEET 2 OF 9 CLEAR SPACE (SEE NOTE 29) CURB RAMP CONFIGURATION: TYPE 2 BUFFER ZONE —\ - RAMP SEE SHEET 3 OF 9 Mi FOR RAMP'SIDE OPTIONS CLEAR SPACE & TURNING SPACE (SEE NOTES 26, 28 & 29) BUFFER ZONE CURB RAMP CONFIGURATION: TYPE 3 NOTE: ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 Of 9. S\SSw�dN� CLEAR SPACE & TURNING SPACE (SEE NOTES 26, 28 & 29) (INCLUDES DWS AREA) RAMP rt, _64t SEE DETECTABLE WARNING RAMP PLACEMENT DETAILS ON SHEET 2 OF 9 CURB RAMP CONFIGURATION. TYPE 9 MID BLOCK CROSSING OR I INTERSECTION RAMP TURNING SPACE (SEE NOTES 26 & 281 41 BUFFER ZONE a 11 RAMP -1 SEE SHEET 3 OF 9 _tn FOR RAMP SIDE OPTIONS Izzz RAMP 7.5% MAX. 41 Will SEE DETECTABLE WARNING BUFFER ZONE PLACEMENT DETAILS ON SHEET 2 OF 9 CLEAR SPACE (SEE NOTE 29) CURB RAMP CONFIGURATION: TYPE 10 MID BLOCK CROSSING OR T INTERSECTION NOTE: ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET I OF 9. BUFFER Z( SEE SHEET 3 FOR RAMP SIDE OF RAMP 7.5% RAMP CURB RAMP CONFIGURATION. TYPE 4 S Z�; 1' k RAMP f3M,Yr SEE DETECTABLE WARNING PLACEMENT DETAILS ON SHEET 2 OF 9 CLEAR SPACE &TURNING SPACE (SEE NOTES 26, 28 & 291 TURNING SPACE (SEE NOTES 26 & 28) . '41 -,0 )NS ZONE RAW 7.5% MAX. LAX. DETECTABLE WARN PLACEMENT DETAILS 0 CLEAR SPACE (SEE NOTE 23) CURB RAMP CONFIGURATION: TYPE 5 CUU'vi'llom 2 OF 9 (TYPJ BUFFER ZONE 57— STATI "F E, RAMP .of Transportation TURNING SPACE (SEE NOTES, 26 & 281 —SEE DETECTABLE WARNING PLACEMENT DETAILS ON SHEET 2 OF 9 CURB RAMP CONFIGURATION: TYPE 3 NOTE: ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 Of 9. S\SSw�dN� CLEAR SPACE & TURNING SPACE (SEE NOTES 26, 28 & 29) (INCLUDES DWS AREA) RAMP rt, _64t SEE DETECTABLE WARNING RAMP PLACEMENT DETAILS ON SHEET 2 OF 9 CURB RAMP CONFIGURATION. TYPE 9 MID BLOCK CROSSING OR I INTERSECTION RAMP TURNING SPACE (SEE NOTES 26 & 281 41 BUFFER ZONE a 11 RAMP -1 SEE SHEET 3 OF 9 _tn FOR RAMP SIDE OPTIONS Izzz RAMP 7.5% MAX. 41 Will SEE DETECTABLE WARNING BUFFER ZONE PLACEMENT DETAILS ON SHEET 2 OF 9 CLEAR SPACE (SEE NOTE 29) CURB RAMP CONFIGURATION: TYPE 10 MID BLOCK CROSSING OR T INTERSECTION NOTE: ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET I OF 9. BUFFER Z( SEE SHEET 3 FOR RAMP SIDE OF RAMP 7.5% RAMP CURB RAMP CONFIGURATION. TYPE 4 S Z�; 1' k RAMP f3M,Yr SEE DETECTABLE WARNING PLACEMENT DETAILS ON SHEET 2 OF 9 CLEAR SPACE &TURNING SPACE (SEE NOTES 26, 28 & 291 TURNING SPACE (SEE NOTES 26 & 28) . '41 -,0 )NS ZONE RAW 7.5% MAX. LAX. DETECTABLE WARN PLACEMENT DETAILS 0 CLEAR SPACE (SEE NOTE 23) CURB RAMP CONFIGURATION: TYPE 5 CUU'vi'llom 2 OF 9 (TYPJ CURB RAMP CONFIGURATION: TYPE It MID BLOCK CROSSING OR T INTERSECTION f NEINYORK BUFFER ZONE 57— STATI "F E, .of Transportation TURNING SPACE (SEE NOTES, 26 & 281 "4p SEE SHEET 3 OF 9 FOR RAMP SIDE OPTIONS CLEAR SPACE (SEE NOTE 29) SEE DETECTABLE WARNING PLACEMENT DETAILS ON SHEET 2 OF 9 BUFFER ZONE RAMP CURB RAMP CONFIGURATION: TYPE It MID BLOCK CROSSING OR T INTERSECTION f NEINYORK Department 57— STATI "F E, .of Transportation U.S. CUSTOMARY STANDARD SHEET SIDEWALK AND CURB RAMP DETAILS (SHEET 6 OF 9) APPROVED MARCH 07,: /S/ RICHARD W. LEE, P.E. DEPUTY CHIEF ENGINEER (DESIGN) 608-01 CLEAR SPACE & TURNING SPACE (SEE NOTES 26, 28 & 29) - (INCLUDES DWS AREA) , .,` sy Z kP I :z . . . . . . .. . . . . . . . . . . . . . . . . . Ao RAMP BUFFER ZONE 'z SEE SHEET 3 OF 9 FOR RAMP SIDE OPTIONS ____�_� CLEAR SPACE (SEE NOTE 29) NOTE: ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANBARD SHEET 608-01, SHEET 1 OF 9. CURB RAMP CONFIGURATION: TYPE 6 BUILDING OR OTHER STRUCTURE —SIDE FLARE (TYP.) (SEE NOTE 23) CURB RAMP CONFIGURATION: TYPE 7 If SEE DETECTABLE WARNING PLACEMENT DETAILS ON SHEET 2 OF 9 (TYPJ TURNING SPACE (TYPJ (SEE NOTES 26, 27 & 28) BIB FER ZONE SEE SHEET OF 9 FOR RAMP SIDE OPTIONS L RAMP Ml Inn zzz:zw uml_ "ka" SEE DETECTABLE WARNNG PLACEMENT DETAILS ON SHEEI CLEAR SPACE (SEE NOTE 291 ALTERATIONS TO TH15 DOCUMENT 6Y OTHER TMM AN k"OREEP LICEN5EP PROFE5151aN& ENGINEER 16 L.Lffe& TURNING SPACE (SEE NOTES 26 & 28) . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . RAMP 1 _i�" 14ftw SIDE FLARE (TYP) (SEE NOTE 2ill SEE DETECTABLE DETAILSWARNING PLACEMET ON SHEET 2 OFN9 CLEAR SPACE SEE NOTE 29) CURB RAMP CONFIGURATION: TYPE 8 2 OF 9 (TYP.) STORE NAME, A65RZV1ATM & NO. ORLeO 455 LAKE 6F, OF OUT_LET6 - SITE LOCATION 14'33 US ROUTE LAKE &EORC-E, NY 12545 PATE I NO.I RE*51ON6 PRAWN f>Y: CP 66ALE: AS 5H0M RATE: 4/15/16 "PRAWINO NO. '343 TITLE: 61PEWALr\ & RAMP PETAID5 c m + TURNING SPACE (5'-0" x 5'-0") 4,� ISEE NOTES 26, 27 & 28) eP0 •:"\l;�`�i` \ GRD pVN \ SEE DETECTABLE WARNING- \� \ PLACEMENT DETAILS ON SHEET 2 OF 9 (TYPJ BUFFER ZONE MATCH E) WIDTH & CROSS A BUFFER ZONE 411155 \\ SEE SHEET 3 OF 9 BUFFER ZONE J \ �'� , ..,,.°yP�-=r _L. � t�� FOR RAMP SIDE OPTIONS CLEAR SPACE ISEE NOTE 29) RAMP SEE DETECTABLE WARNING / C�OSS'PAIK PLACEMENT DETAILS ON SHEET 2 OF 9 CURB RAMP CONFIGURATION: TYPE 13 ACCESS ISLAND CURB RAMP I NOTE ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 600-01. SHEET I OF 9. CLEAR SPACE — BUFFER ZONE SEE NOTE 291 RAMP CROSSNA4X / T .. SID ° �'kiSi 75%MAX 'makMA . he - ' TURNING SPACE ISEE NOTES 26 & 28) SEE SHEET 3 OF 9 ' FOR RAMP SIDE OPTIONS ' BUFFER ZONE CURB RAMP CONFIGURATION: TYPE 12 RIGHT TURN ISLAND CUT THROUGH (STING \ SLOPE SIDEWALK TRANSITION y kt RAMP CLEAR SPACE & TURNING SPACE ISEE NOTES 26, 28 & 29) SEE DETECTABLE WARNING :.':I,€,€�, PLACEMENT DETAILS ON SHEET 2 OF 9 1€€1±€� 45 - DELINEATOR/OBJECT MARKER €- APPROX. 10' AWAY FROM END OF SIDEWALK (OPTIONAL) DROP CURB -` 'L/� � "a. - 4 MATCH ROADWAY GARDE 01 CURB RAMP CONFIGURATION: TYPE 14 SHOULDER TO SIDEWALK TRANSITION WIOTN VARIES 4'-0" MIN. MATERIAL AND BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION (SEE NOTE 14) WIDTH VARIES WIDTH VARIES 4'-0" MIN. MATERIAL AND (SEE NOTE 14) WIDTH VARIES 6" (TYP.1 6" 6" ITYP.I 6" ITYPJ (TYP.1 TIE INTO EXISTING GROUND - EDGE OF PROPOSED CURB Y ROADWAPARIES TIE INTO EXISTING GROUND (SEE NOT EDGE OF � 1.5% MAX. SLOPE VARIES SC ROADWAY S ISEE ROTE LS) 6" MIN. SUBBASE, WHERE FULL DEPTH SAWCUT (Sf�S) 1.5% MAX. -, OPE PARIES N�� EXISTING PAVEMENT E% ATCH STING REQUIRED ISEE NOTE 10) SURFACE TYPE1�/2' TOP COURSE HMA— ISEE MA—ISEE NOTE 141 4" CONCRETE SIDEWALK 6" MIN. SUBBASE, WHERE SURFACE TYPE (6" AT DRIVEWAYS( 2 - 3" LIFTS BASE COURSE HMA MIN. y 6" MIN. SUBBASE, WHERE 4" CONCRETE SIDEWALK REWIRED ISEE NOTE 10) ISEE NOTE 14) 6" SUBBASE OR MATCH EXISTING PAVEMENT THICKNESS REQUIRED SEE NOTE 10)) (6" AT DRIVEWAYS) 6" MIN, SUBBASE, WHERE 12" SUBBASE COURSE 6" SUBBASE REWIRED ISEE NOTE 10) TYPICAL SIDEWALK CROSS SECTION TYPICAL SIDEWALK CROSS SECTION PAVEMENT RECONSTRUCTION OPTION A: NO CURB WITH BUFFER ZONE NO CURB WITH BUFFER ZONE HOT MIX ASPHALT IN A FILL SECTION IN A CUT SECTION SEE NOTE 18 CURB (TYPE VARIES) PED. ACCESS ROUTE/ (SEE NYSDOT 609 SERIES STANDARD SHEETS) BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION PED. ACCESS ROUTE/ WIDTH VARIES 44" MIN.MATERIAL ANO SIDEWALK WIDTH SLOPE TRANSITION CURB (TYPE VARIES) _ ISEE NOTE 141 WIDTH VARIES IE INTO EXISTING GROUND 4'-0" MIN. MATERIAL AND ISEE fi09 SERIES STANDARD SHEETS) WIDTH VARIES 6" (TYP) _ 6" ITYPJ 6" (TTP.) VARIES TIE INTO EXISTING GROUND PROPOSED CURB LSY�� L5% MAX, SLOPE VARLES 1.5% MAX. VARTE FULL DEPTH SAWCUT — VARTES ISEE NOTE EXISTING PAVEMENT \ MATC ZES VARIES E%(SHTING SURFACE TYPE 6" MIN, SUBBASE, WHERE ( 1 1�/i' TOP COURSE HMA (SEE NOTE 14) 6" SUBBASE REWIRED ISEE NOTE 10) ' 6" MIN. PCC OR MATCH _ 6" SUBBASE 6" MW. SUBBASE, WHERE EXISTING PAVEMENT THICKNESS 6" WN. SUBBASE. WHERE 4" CONCRETE SIDEWALK 4" CONCRETE SIDEWALK REWIRED ISEE NOTE 10) 1T' SUBBASE COURSE REWIRED ISEE NOTE 10) 16" AT DRIVEWAYS) SEE PAVEMENT 8 ON THIS SHEETIONT - b"�+- 16" AT DRIVEWAYS) SEE PAVEMENT RECONSTRUCTION _/ - B^rt OPTIONS A AND B ON THIS SHEET OPTIONS A AND B ON THIS SHEET _ VARIES VARIES TYPICAL SIDEWALK CROSS SECTION TYPICAL SIDEWALK CROSS SECTION PAVEMENT RECONSTRUCTION OPTION B: CURBED WITH BUFFER ZONE CURBED WITHOUT BUFFER ZONE PORTLAND CEMENT CONCRETE SEE NOTE 18 12" 4" BACK OF CURB DETAIL USE IN CUT SECTIONS WITH LIMITED RIGHT-OF-WAY OR STEEP SLOPES NOTE: ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET 1 OF S. 4" EXIST EXISTING BACK OF CURB DETAIL USE ON FILL SECTIONS WITH LIMITED RIGHT-OF-WAY PE WHERE DETECTABLE WARNINGS AT RAILROAD CROSSING 5'-0" MIN. i✓ ASO O 4pP„sY0 DETECTABLE WARNINGS AT PEDESTRIAN REFUGE ISLANDS NON -ELEVATED CROSSING )F IF LESS THAN 6'-0", OMIT DETECTABLE WARNING SURFACES NAL ALL NOTES REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-01, SHEET I OF 9. TURNING SPACE, 1.5% MAX. SLOPE ISEE NOTES 26 27 & 28) BUFFER ZONE 7.SX MAX AT STEEPEST - - - i se' ,PAR R SEE SHEET 3 OF 9--" - - - FOR RAMP SIDE OPTIONS / / ROADW� AY p BUFFER ZONE 54" MIN. / 104" SIDEWALK IRAN! CURB RAMP CROSS SLOPE TRANSITION REFER TO NOTE 22 ON SHEET I OF 9 FOR CROSS SLOPE REQUIREMENTS SHEET 3 OF 9 RAMP SIDE OPTIONS _z_1.5% MAX CROSS SLOPE TRANSITION SIDEWALK SEGMEI 10 MATCH 1.5% MAX. CURB fli EXISTING CROSS SLOPEj�BUFFEA LONE TRANSITION SIDEWALK SEGMENT END TO MATCH EXISTING SIDEWALK CROSS SLOPE EXISTING TRANSVERSE JOINT TRANSITION BETWEEN CURB RAMP AND EXISTING SIDEWALK USE FOR CROSS SLOPE AND WIDTH TRANSITIONS CLEAR SPACE 44" J COUNTER SLOPE CONDITION 1 A = I G2 - G1 I ALGEBRAIC DIFFERENCE BETWEEN ROADWAY CROSS SLOPE AND CURB RAMP GRADE 15 LESS THAN 12.5%. SLOPE \- DROP CURB 24 MM. TRANSITION STRIP (MAX. GRADE 4.57.) CLEAR SPACE 44" J COUNTER SLOPE CONDITION 2 A = I G2 - GI I ALGEBRAIC DIFFERENCE BETWEEN ROADWAY SLOPE AND CURB RAMP GRADE IS GREATER THAN 12.5X. TRANSITION STRIP REWIRED (MAX. GRADE 4.5%) NAME, AN5REVIATIO4 & NO. LAKE eEORCEE OUTLETS - L6Of5 /SITE LDGATION 1433 US ROUTE 9 - LAKE 6EOReE, NY 12545 A_TERATIO15 TO TMIS vOUWENT PY O€71FR Tti 4 AN AJrHORIZED L16ZNSEP FRGFE551GNAL ENGINEER IS LIE6AL AND A Via ATION GF THE NEW YORK STATE EGYGATILN LAW PATE I NO -1 REVISIONS PRAWN 6Y: GP SCALE: AS SHOWN PATE: x/18/16 P_AWIN6 N0. s-14 TITLE: SIDEWALK & RAMP DETAILS eki 5TEHART15 5HOP5 CORP. HILL PROVIDE DOUBLE-WALL FIBER&LA55 REINFORCED PLASTIC (FRP) UNDERWRITER5 LABORATORIES -LABELED UNDERGROUND STORAGE TANKS A5 5HOHN ON THE DRAWING. THE TANK SIZE, FITTING AND A0GE5SORIE5 SHALL BE AS SHORN ON THE DRAWING. THE FIBER&LA55 TANKS SHALL BE MANUFACTURED BY XERXES CORPORATION. LONG FORM PART I: &£NERAL 1.01 QUALITY ASSURANCE A. ACCEPTABLE MANUFACTURER: XERXE5 CORPORATION B. &OVERNIN& STANDARDS, AS APPLICABLE: I. UNDERWRITERS LABORATORIES (UL) STANDARD FOR SAFETY 1316, FILE MH qO&I FOR STORAGE OF FLAMMABLE LIQUID5. A UL LABEL SHALL BE ATTACHED TO EACH TANK. 2. NATIONAL FIRE PROTECTION A550CIATION (NFPA) STANDARDS: NFPA 30: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE NFPA 30A: AUTOMOTIVE AND MARINE 5ERVIGE STATION CODE NFPA 31: INSTALLATION OF OIL -BURNING EQUIPMENT. 3. FUEL CA5 CODE OF NEH YORK STATE. PART II: PRODUCTS 2.01 DOUBLE -HALL FIBER&LA55 REINFORCED PLASTIC (FRP) UNDERGROUND STORAGE TANKS A. LOADING CONDITIONS - TANK SHALL MEET THE FOLLOHIN& 0E516N CRITERIA: I, INTERNAL LOAD - TANK SHALL HIT145TAND A 5-P516 AIR-PRE55URE TEST WITH 5:1 SAFETY FACTOR. CONTRACTOR SHALL INDIVIDUALLY TEST TANKS FOR LEAKAGE PRIOR TO INSTALLATION. MAXIMUM TEST PRE55ORE 15 5 P510. 2. VACUUM TEST - TO VERIFY STRUCTURAL INTEGRITY, EVERY STANDARD 10' -DIAMETER TANK AND SMALLER SHALL BE VACUUM TESTED BY THE MANUFACTURER AT THE FACTORY TO 11.5" OF MERCURY. 3. SURFACE LOADS - TANK SHALL WITHSTAND SURFACE H-20 AXLE LOADS HHEN PROPERLY INSTALLED ACGORDIN& TO MANUFACTURER'S CURRENT INSTALLATION MANUAL AND OPERATING GUIDELINES. 4. EXTERNAL HYDROSTATIC PRE-55URE - TANK SHALL BE CAPABLE OF BEING BURIED IN GROUND WITH 1' OF OVERBURDEN OVER THE TOP OF THE TANK, THE HOLE FULLY FLOODED AND A SAFETY FACTOR OF 5:1 A&AIN5T GENERAL BUGKLIN&. 5, TANK SHALL SUPPORT ACCESSORY EQUIPMENT - SUCH A5 HEATING COILS, DROP TUBES, SUBMER515LE PUMPS AND LADDERS - HHEN INSTALLED AGCORDIN& TO TANK MANUFACTURER'S CURRENT INSTALLATION MANUAL AND OPERATING &UIDELINE5. B. PRODUCT 5TORA6E 1. TANK SHALL BE CAPABLE OF STORING PETROLEUM PRODUCTS WITH SPECIFIC GRAVITY UP TO I.I. 2. TANK SHALL BE VENTED TO ATMOSPHERIC PRESSURE. 3. TANK SHALL BE CAPABLE OF STORING PRODUCTS IDENTIFIED IN THE MANUFACTURER'S CURRENT STANDARD LIMITED HARRANTY. G. MATERIALS 1. TANK SHALL BE MANUFACTURED HITH 100% RESIN AND 6LA55-FIBER REINFORCEMENT. NO SAND FILLERS. D. TANK DIMENSIONS (REFER TO XERXE5 LITERATURE ON GALLONAGE) I. TANK SHALL HAVE NOMINAL CAPACITY OF I5p0(2/10,500 &ALLON5. 2. TANK SHALL HAVE NOMINAL OUTSIDE DIAMETER OF E. INTERSTITIAL SPACE 1. TANK SHALL HAVE A SPACE BETHEEN THE PRIMARY AND SECONDARY HALLS TO ALLOH FOR THE FREE FLOW AND CONTAINMENT OF LEAKED PRODUCT FROM THE PRIMARY TANK. THE SPACE AL50 ALLOHS THE INSERTION OF A MONITORING DEVICE THROUGH A MONITORING FITTING. 2.02 ACCESSORIES A. OPTIONAL ANCHOR STRAPS 1. STRAPS SHALL BE FRP ANCHOR 5TRAP5 A5 SUPPLIED BY TANK MANUFACTURER. 2. NUMBER AND LOCATION OF STRAPS SHALL BE SPECIFIED IN CURRENT LITERATURE BY TANK MANUFACTURER. B. MANWAY5 1. ALL MANHAYS SHALL BE FLANGED AND 22" I.D., COMPLETE WITH UL -LISTED &A5KET5, BOLTS AND COVERS. (30" AND 36" I.D. MANHAY5 ARE AL50 AVAILABLE ON CERTAIN LARGER TANKS) 2. LOCATION 15 5HOHN ON TANK DRAWING. 3. OPTIONAL MANHAY EXTENSIONS SHALL BE FRP AND 24" LONG. G. OPTIONAL FILL TUBES 1. FILL TUBES SHALL BE FRP, 411 -DIAMETER, HITH A 6" X 4" DOUBLE -TAPPED REDUCER BU5HIN6, AND INCLUDE A 6" NPT FITTING. TUBES SHALL TERMINATE A MINIMUM OF 4" FROM THE BOTTOM OF TANK (A MINIMUM OF b" FOR A 12' -DIAMETER TANK)(OPH EVR DROP TUBE 1150 WITH DIFFUSER). D. GAUGE PLATE5 1. GAUGE PLATES SHALL BE INSTALLED UNDER EACH SERVICE FITTING AND MANHAY OPENING. E. OPTIONAL HEATING COILS 1. OPTIONAL HEATING COILS SHALL BE INSTALLED IN A SEPARATE 22" MANWAY AND SHALL BE AS SUPPLIED BY TANK MANUFACTURER. F. OPTIONAL LADDERS 1. LADDERS SHALL BE THE STANDARD LADDER AS SUPPLIED BY TANK MANUFACTURER (ALUMINUM, CARBON STEEL OR FIBER6LA55). 6. NPT THREADED FITTINGS I. ALL STANDARD THREADED FITTINGS SHALL BE HALF -COUPLING AND SHALL BE 44- OR 6"- DIAMETER. REDUCERS ARE TO BE USED FOR SMALLER SIZES HHERE 5HOHN AND PROVIDED BY CONTRACTOR. 2. 5TR£NOTH - NPT FITTIN&5 SHALL HITH5TAND A MINIMUM OF 150 FOOT-POUN05 OF TORQUE AND IpO0 FOOT-POUNDS OF BENDING, BOTH HITH A 2:1 SAFETY FACTOR. H. MONITOR FITTIN&5 1. EACH MONITOR FITTING SHALL CONSIST OF A 4" NPT FITTING ON THE TANK. TANKS WITH A HYDROSTATIC MONITORING SYSTEM DO NOT HAVE A MONITOR FITTING. PART III: TE5TINO AND INSTALLATION 3.01 TE5TINC A. TANK SHALL BE TESTED ACC.ORDIN& TO THE XERXES INSTALLATION MANUAL AND OPERATING &UIDELINE5 FOR 51N6LE-WALL AND DOUBLE-WALL FIBER&LA55 UNDERCROUND STORA6E TANKS IN EFFECT AT TIME OF INSTALLATION. 3.02 INSTALLATION A. TANK SHALL BE INSTALLED ACCORDING TO THE XERXES INSTALLATION MANUAL AND OPERATING &1JIDELINE5 FOR 51NGLE-HALL AND DOUBLE-WALL FIBERCLA55 UNDERGROUND 5TORAGE TANKS IN EFFECT AT TIME OF INSTALLATION. B. CONTRACTOR SHALL BE TRAINED BY THE TANK MANUFACTURER, THE STATE OR OTHER APPROVED A&ENGY. NQ= - A. TANKS I. IT 15 THE RESPONSIBILITY OF THE INSTALLER AND OPERATOR TO FOLLOH ALL REQUIREMENTS CONTAINED IN THE INSTALLATION MANUAL FOR FIBERGLASS UNDERGROUND STORAGE TANKS AND COMPLY HITH ALL FEDERAL, STATE AND LOCAL REGULATIONS THAT MAY APPLY TO TANK INSTALLATIONS AND OPERATIONS. 2. PRIOR TO EXCAVATION LOCATE AND PROTECT ANY UTILITIES NEAR THE EXCAVATION. 3. ALL TANKS MUST BE LABELED BY THE MANUFACTURER IN ACCORDANCE WITH 6NYCRR PART 614.3A. 4. FIBER&LA55 TANKS MUST BE INSTALLED ACCORDIN& TO THE MANUFACTURES INSTRUCTIONS AND NFPA 30 AND 31. 5. IN ACCORDANCE HITH bNYCRR PART 614.30, ALL NEH TANKS, THEIR SEAMS AND GONNECTIN& FITTING MUST BE FACTORY TESTED FOR TICHTNE55 U51NO STANDARD ENGINEERING PRACTICES. ALL TANKS SOLD FOR USE IN NEH YORK STATE MUST BE GUARANTEED BY THE MANUFACTURER TO BE TIGHT. b. ALL FIBER&LA55 REINFORCED PLASTIC UNDERGROUND PETROLEUM 5TORAGE TANKS MUST BE DE516NED AND MANUFACTURED WITH ONE OF THE FOLLOWING STANDARDS: (1) UL NO. 1316; OR (11) ULG NO. CAN4-5615-M83 (SEE SECTION 614.1(H) OF THIS PART). 1. ALL TANKS MANUFACTURED FOR 5TEHART'S SHOPS CORP. MUST MEET OR EXCEED 6NYCRR PART 614 STANDARDS. b. NEW TANK MONITORING SHALL CONFORM TO THE 6NYCRR 614.5 STANDARDS. q. BACKFILL FOR THE TANK EXCAVATION SHALL BE 3/8" HASHED PEASTONE OR APPROVED EQUAL BY TANK MANUFACTURER. ALL BACKFILL MUST BE FREE OF ICE, SNOW, AND DEBRIS. 10, EQUIPMENT TO LIFT THE TANK SHALL BE OF ADEQUATE 51ZE TO LIFT AND LOWER THE TANK WITHOUT DRAGGING AND DROPPING TO ENSURE NO DAMAGE TO THE TANK OR THE GOATIN&. TANKS SHALL BE CAREFULLY LIFTED AND LOWERED BY USE OF GABLES OR CHAINS OF ADEQUATE LENGTH ( NOT GREATER THAN 30 DECREES OR DE516N PARAMETERS OF THE CRANE SPEGIFIGATIONS) ATTACHED TO THE LIFTING LUG PROVIDED. A SPREADER BAR SHOULD BE USED WHERE NECESSARY. UNDER NO GIRGUM5TANGE5 SHOULD CHAINS OR 5LIN65, UNDER THE TANK SHELL, BE U5EP TO MOVE TANKS. 11. TANK HOLES MUST BE DEEP ENOUGH TO FOR ALLOH A MINIMUM OF 12" AND A MAXIMUM OF 36" OF REQUIRED BACKFILL BED OVER THE HOLE BOTTOM OR CONCRETE PAD. 12. EBH MODEL FILL PORTS ARE TO BE COLOR CODED IN ACCORDANCE WITH bNYGRR PART 613.3B AND PLACARD TO BE INSTALLED IN LOCATION VISIBLE TO FILLS. B. PIPING I. ALL MATERIAL, HORKMAN5HIP, AND INSTALLATION PRACTICES 5HALL BE IN ACCORDANCE HITH NFPA 30, NFPA 30A, 6NYGRR PART 614.4, AND OTHER APPLICABLE CODES. 2. MATERIALS A. APT XP -115-5G 1-3/4" DOUBLE HALLED FLEXIBLE PIPE 1^1/4" DUGTIN6. B. TRENCH BACKFILL MATERIAL SHALL BE 3/45" HASHED PEASTONE OR ABOE. 3. ALL PIPIN6 TO BE PRESSURE TESTED PRIOR TO 5AGKFILLIN6. A. ALL PRODUCT LINES SHALL BE TESTED FROM UNION TO DISPENSER SHEAR VALVE. 4. ELECTRONIC LEAK DETECTION ON ALL 5TP'5. (ICON 1-5-300 OR MED 550 HITH L5 CARD) 5. HATER AND/OR ETHANOL ALERT FILTERS ARE TO BE INSTALLED ON ALL DISPENSERS. 6. GALIBRATE AND SEAL METERS TO LOCAL REGULATIONS. GUIDE LU& ITEM DESCRIPTION ® IS"DIA HYDROSTATIC MONITORING RESERVOIR WITH 4"NPT FITTING ® 4"NPT SERVICE FITTING HITH STRIKER PLATE © 22"DIA MANWAY WITH 3-4"NPT FITTING IN COVER 4 STRIKER PLATES 0 42 -DIA 5H CONTAINMENT COLLAR 4 364014 5H SUMP HITH 30"DIA LEVER LOCK HATERTI6HT TOP EO LIFTING LUG (10" X 10" HD) �F 12' PREFABRICATED CONCRETE DEADMEN D4 HOLD DOWN STRAP LOCATION i� 15,000 67AL.LON TANK DETAIL 6-I 56ALE:1/4"=I'-O" 42" SUBMERSIBLE MANHOLE 18" FILL MANHOLE 0" VAPOR RECOVERY MANHOLE QFr 14 PROBE MANHOLE -14" INTERSTITIAL 5EN50R MANHOLE O O O l O 1 24'-O" 26'-O" 3 TANK PAD DETAIL 6-I 5CALE3/Ib"=1'-O" GROSS REFERENGB:IONE NOTE: OAS TANK � PUMP INSTALLER SHALL GONTAGT THE EIRE MARSHAL'S OFFIGE AT -761-8205 FOR INSPEGTIONS PRIOR TO INSTALLATION 8" CONCRETE PAD (4500 P51) SEE GRADING PLAN FOR &RAPES GON5TRUGTION JOINT GUIDE LU6 ITEM DESCRIPTION ® W'DIA WOR05TATIC MONITORIN6 RESERVOIR WITH 4"NPT FITTING ©I 4, -NPT SERVICE FITTING WITH STRIKER PLATE © 22"DIA MANHAY WITH 4-4"NPT FITTING IN COVER 4 STRIKER PLATES �D 42"DIA 5H CONTAINMENT COLLAR 4 36"HICH 51KA SUMP HITH 30"DIA LEVER LOGK HATERTI6HT TOP EE LIFTING LUG I6PREFABRICATED CONCRETE DEADMEN M HOLD DOHN STRAP LOCATION 2 6-1 WOVEN (5£OTEXTILE FABRIC TO EXTEND 12" UNDER PAD ON ALL 51DE5 DIA. 10,500 GAL. FUEL STORAGE TANK TURNBUCKLE (TYP) IT 10 CROSS REFERENGENONE REBAR 3'X3'0.0. -45'x6" 10/10 HWM MIN. 10'-6" DIA. 15,000 GAL. FUEL STORA6E TANK CONCRETE - BACKFILL MATERIAL TO BE 3/8" DEADMEN A5 HASHED PEA5TONE OR REQUIRED BY TANK APPROVED EQUAL BY TANK MANUFACTURER MANUFACTURER 4 TANK GR055-5EGTION DETAIL G -I 5GALE:1/4"=1'-0" QJ -1 GR055 REFERENCENONE Qhs. r) / ,� � 1 5q sur ` r'r r 3 ALTERATIONS TO THI5 DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW 2" 8" CONCRETE PAD (4$00 P51) SEE 6RADIN6 PLAN FOR &RAPES -1. NAME, ABBREVIATION 4 NO. LAKE OEOROE OUTLETS - LOOB - 458 1455 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO. REVISIONS P.O. BOX 435 '91 5ARATOOA 5PRIN65, NY 12866 TEL. (518)581-1200 FAX (518)581- MIN. DRAHN BY: GP 56ALE: A5 SHOWN DATE: 2/24/16 DRAWING NO. O -I TITLE: TANK INSTALLATION DETAILS CONCRETE I5LAND-� CONCRETE PAD d d . d d APT MODEL - LMM-31114-56-H MEDIUM CONDUIT -LESS DISPENSER SUMP I" BARBED ELBOW FITTING M5 -XP -115-200 MALE 5HIVEL FITTING 5715-115 SECONDARY TEST BOOT (iLt tl"15if�L 1 6-2 CRO55 REFERENCENONE EMERGENGY SHUT-OFF VALVE DISPENSER ELBOH FITTING—/ SNIVEL FITTING SECONDARY TEST BOOT DUCTED ENTRY BOOT 4" RETRACTABLE DUCTIN& DOUBLE HALL PRODUCT SUPPLY PIPING DOUBLE HALL FIBER&LA55 5TORASE TANK EBH MODEL - 662-501-1103 EMERGENCY SHUT-OFF VALVE P\WOUBLE POPPET MALE APT MODEL - 55K-25 5TA13ILIZER BAR KIT (1) PER PRODUCT OR VAPOR LINE ISLAND FORM: 12 &AU&E 304 5TAIRLE55 STEEL SURROUND HITH #4 BRUSH FINISH, 6" RADIUS AT n CORNERS. 13" IN HEI6HT T3E C° APT MODEL - XP -115-5G XP SERIES SECONDARILY CONTAINED PIPE APT MODEL - DGT-400 4" RETRACTABLE DUCTIN& APT MODEL - RDEB-115-5G R1610 DUCTED ENTRY BOOT (CURVED FOR TANK SUMP) T550 EVC 5ENTINAL CONSOLE 18"MANHAY ASSEMBLY TOP SEAL FILL GAP 5HIVEL FILL PIPE ADAPTOR 15 GALLON SPILL CONTAINER 42" MANHAY ASSEMBLY ELECTRONIC LEAK DETECTOR-� 42" HATERTI6HT COLLAR RI5ER- 42" ATTACHED COLLAR FIBEROLA55 HOLD DONN STRAP WTURN15UCKLE A55EMBLY INCON MODEL - T5P-ULS 11 LIQUID SENSOR CONCRETE CONCRETE PAD Qd' d a ne" d �E ° APT MODEL - LW -3914-36-H MEDIUM CONDUIT-LE55 DISPENSER SUMP EBH DEFENDER 5ERIE5 OVERFILL PREVENTION VALVE -108591901 - & DIAMETER -108591902 - 10' DIAMETEI PUMP —� I VENT PIPE FROM I I (I OTHER TANKS PRECAST DEADMEN GROSS REFERENGfNONE 330 -400 -OI EXTRACTOR VENT VALVE MORRISON BROTHER MODEL - 539TO-0400AD 4" OPEN TELESCOPIC DIFFUSER TEE -XP -115 I " BARBED EL50H FITTIN6 (2) M5 -XP -115-200 MALE SNIVEL FITTING 5TB-115 SECONDARY TEST BOOT 2 GLAM5HELL &-2 SGALE:1"=I'-O" GROSS REFERENcEMONE EBH MODEL - 662-501-903 EMER&ENGY SHUT-OFF VALVE H/DOUBLE POPPET MALE APT MODEL - 55K-25 STABILIZER BAR KIT (1) PER PRODUCT OR VAPOR LINE ISLAND FORM: 12 6AU6E 304 STAINLE55 STEEL SURROUND HITH #4 BRUSH FINISH. 6" RADIUS AT ° CORNERS. 13" IN HEI6HT APT MODEL - XP -115 -SG XP SERIES SECONDARILY CONTAINED PIPE �- APT - OCT -400 4" RETRACTABLE DUCTING APT MODEL - RDEB-115-5G RI&ID DUCTED ENTRY BOOT (CURVED FOR TANK SUMP) HUSKY PRF55URE VACUUM VENT IS"MANHAY A55EMBLY -VAPOR RECOVERY GAP 2" DIA. -VAPOR SNIVEL ADAPTOR STEEL VENT �5 GALLON SPILL CONTAINER PIPE 814-302-01 14" MONITORING TEST HELL MANHAY INOON MODEL - T5P-K4A PROBE INSTALL KIT 814 -302 -OI 14" MONITORING TEST HELL MANHAY r 5EN50R GAP TSP-LL3-(SIZE) INC -ON PROBE APT MODEL - XP -200-D XP SERIES VENT PIPE L I TANK INCON MODEL - TSP-HI5 (XL) HYDROSTATIC INTERSTITIAL BRINE 5EN50R PRODUCT FLOAT • T5P-I6FP4 (PHASE SEPARATION) " T5P-IDF4 (DIESEL) • TSP-IDF403 (KERO DENSITY FLOAT TER 2" DIA. STEEL VENT PIPE M5 -XP -200-200 MALE SHtVEL FITTING TANK PAD \ 44 12 GAUGE THHN GREEN TRACER HIRE LOOP INSTALLED H/PIPIN& REB -G -R-0015 J" RIGID CONDUIT ENTRY BOOT APT MODEL - RDEB-115-5G c R16117 DUGTED ENTRY BOOT - CURVED-\ POT -400 4" RETRACTABLE DUGTIN6 \ XP -115-5G XP 5ERIE-5 SECONDARILY CONTAINED PIPE 14U-4210 42" COMPOSITE MANHAY COVER r- HATERTI6HT COVER (LT5-L5500 EVO EAAUTOLEARN K DETECTOR II INCON MODEL - T5P-UL5J LIQUID SENSOR 5TB-115 SECONDARY TEST BOOT M5 -XP -115-200 MALE SNIVEL FITTING BMEI<Z�iIBLE PUMP =�/ G-2 5GALE:1"=1'-0" GROSS REFERENGS:ONE 504-200-01 — 4" VAPOR RECOVERY GAP CONCRETE TANK PAD a. 105-492-02 5 GALLON BELCH &RADE SPILL CONTAINER. (NO DRAIN) W' FRG MANHAY COVER .-18" STEEL MANHAY :-42" COMPOSITE MANHOLE FLEXING 140-4210 " -FIELD APPLIED ADHESIVE 42" COLLAR RISER BY TANK MANUFACTURE -REB-G-R-0015 J" RI&ID CONDUIT ENTRY BOOT FIELD APPLIED ADHESIVE COLLAR BONDED TO TANK L--UNDER6ROUND STORAGE TANK FE PETRO SUBMERSIBLE PUMP 5TP-015-VL2-12 - 3/4HP VARIABLE LENGTH - KERO 5TP-150-VL2-12 - 15HP VARIABLE LENGTH - 3 OR LE55 DISP 15TH -2-12 - 2HP VARIABLE LENGTH - 4 015P 15TH -4-12 - 4HP VARIABLE LENGTH - OVER 4 DI5P. 4" VAPOR SNIVEL ADAPTOR (NO DRAIN) UNDER&ROUND 5TORA&E TANK - 6 VAP®R REGOVER"Y DETAIL G-2 5GALE:1"=1'O' GR055 REFERENGENONE ALTERATION5 TO TH15 DOCUMENT 6Y OTHER THAN AN AUTHORIZED LICEN5ED FROFE5510NAL ENGINEER 15 ILLEGAL ' AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW 111 -201 -OI 4 TOP SEAL FILL GAP CONCRETE TANK PAD 18" FRG MANNAY COVER ° 18" STEEL MANHAY FILL PIPE SNIVEL FILL PIPE ADAPTOR 115-492-02 15 GALLON BELOH GRADE SPILL CONTAINER (NO DRAIN) UNDERGROUND STORAGE TANK 4 TANK FILL DETAIL G-2 5GALE:1"=1'-O" Q� GRO55 REFERENCENONE LAKE OEOROE OUTLETS - LOOB - 458 [f 5WE LOCATION 1433 U5 ROUTE q - LAKE O EORO E, NY 12845 DATE NO. REVISIONS DRAWN BY: GP 5GALE: AS SHOWN DATE: 2/24/16 DRAWING NO. O-2 TITLE: TANK INSTALLATION DETAILS TANKS E,d 2010 NEW YORK STATE BUILDING CODE 1 W3.i.1 FLOOR BVELOM) NA 1603T.5EARTHQUAKE OESIGNOATA 1603.i.21tOOF LIVEU)PJ3: 2O T SF A ALL LEVELING NUTS ANO F WT ANO T MUST BF.C1sQtII) W THA 1603.1.3 ROOF SNONLOAO: Sds=0.301 PB=60 PSP WI 0.127 FIT =50.4 PSF SITECLASS=D Ce= 1.0 SEISMIC -RESISTING SYSI EAT = I-1.0 INVERNEDPENDULUM Ct=1.2 AUiLYSIS PROCEDURE= 1603.1.4 WIND LOAD. EQUIVALENT LA fERALFCCCE V(3sw GUST)==0 MPH CCTISTRUCTION TYPE TYPE IIB 1 � 10 USE GROUP: MERCANTILE -GROUP M 11WO5URE=C BASE SHEAR=0.64 IuP2OLUNYI GCPi w 0W E - ST ELIS ERECTED. GENERALNOTES 1. W NOT SCALE DTAWN S 11. ALL CONSTRUCTION $HALL CONFORM TOAYPL1CTpLES TATE MO LOCAL COUES III. ALL NE UHQ VtILESS SPECIFICALLY NDTHJ 514VA flEPERFOR4E0IN THE A MPNNSHCP BEFORE SWPMENT. N.LNA11k'iSNLL BE MI'Nt].W. A IESS MT IM'SIZE ANU PERFORMFJ FII'GERRFlEU'aELCtiR3. UNLEwYDT fEU U11 EfMd;E. FASCIA INSTALLATION: ERECTOR NOTE: ALL BOLTS ARE 314.0 SEE PANEL LAYOUT IN MATERIAL LIST. SEE GRAPHICS LAYOUT IF APPLICABLE.. T-0" i WHITEACMFASCIA 11—q" 20,_0„ 8'-0" 1 3'-6" 8OVERFLOW SCUPPERS LOCATE AS SHOWN 9,-91 SIDE ELEVATION GALVANIZED STEEL FLAT CROSS DRAIN PRE -FINISHED GL WHITE -SMOOTH WIDTH = 6" FL1=19'-2" DEPTH= 3" ° i» 28'-116 C4 M1 C3 72'-10" --2 M CANOPY PLAN VIEW PURLINS ARE <2x2x .188 SAGS (SEE DETAIL) W14X22'-U,N.O. ¢ L PURLIN SPLICE- MAIN BEAMS ARE W 14X22 -U.N.O. PURLIN KEY PURLIN ROLLOVER (SEE DETAIL) CODE SPECIFICATIONS ERECTOR NOTES STRWTURAI. WEE - A ALL LEVELING NUTS ANO F WT ANO T MUST BF.C1sQtII) W THA 2010 NMYOftK STATE WLLIfl..COLE TRANSIT. VERIFY ALL FCUIING DOLTT CEN ttNTERS.RS. ASC 5U 7-0 B. GIECK ALL STEEL FOR I'LUMB. SQUARE, AND LEVEL AFTER IT IS ERECTED FASCIA BRACES GALLASTMA3,AtO) Utn,LTSSTYLLLEINSTALLEDPERTf-RISC SPBCIPICA77ON NSC STEEL CON5TRIXNONMARUAL THRTEENTHEDTION EXTERNAL DRAINS taGHBTFENCTHpCLTS- PURLIN HEIGHT RISC SPECIFICATION FOR THE DESIGN. FPEACATIONNIDERECTICN OF Cmaslrvddun Manual. 13Th EHili.n @ 48"OIC R. CHECKLEVELNESS OF WITOT401t PUiLINSWITHATRANSIT. E. ALL BRACING FOR BEAMS AND PURLINS LS TO BE-VELIEDONLEFORE T-2" 1'-2" FOOTER SUBSET F. FIELO PRIME ALL STRWTUPAL STEEL CONNECRIXiSNfO SM.KES AFTER ALL COLUMNS E - ST ELIS ERECTED. td EMBERS IS 100.2110]) QNWSHERS ARE REOVIItE0 UN AIL BUttEUCGfIfE(]i1UN3'. ii E: hVTMUNhtSFER Stndl. 14'-6" CLEARANCE HEIGHT AWO Ot.11G09 STRIK`T1A+AL NELGfX;W5 A WASHER IS REWREU FOR ALL BOLTED wfaECTIONSAT SLOT LOCATIONS (UNLiS TO DRAIN WTEUOTHEJ.WSE). 2010 PLUFABINO COLE NWfY0W STATE TL W NUT UEVIAIE FROM PIANS W TIIWT P(aOR IFC CMgI'Y WNEEM. + 0'- 6" DECK & GUTTER DEPTH 10x10x1l4" 14'-6" 17'-4" FOOTER TO MAINBEAM HEIGHT - 0'- 3" TOP & BOTTOM PLATE THICKNESS L 1TA" COLUMN CUT LENGTH I I j TOP OF DRIVE 11—q" 20,_0„ 8'-0" 1 3'-6" 8OVERFLOW SCUPPERS LOCATE AS SHOWN 9,-91 SIDE ELEVATION GALVANIZED STEEL FLAT CROSS DRAIN PRE -FINISHED GL WHITE -SMOOTH WIDTH = 6" FL1=19'-2" DEPTH= 3" ° i» 28'-116 C4 M1 C3 72'-10" --2 M CANOPY PLAN VIEW PURLINS ARE <2x2x .188 SAGS (SEE DETAIL) W14X22'-U,N.O. ¢ L PURLIN SPLICE- MAIN BEAMS ARE W 14X22 -U.N.O. PURLIN KEY PURLIN ROLLOVER (SEE DETAIL) CODE SPECIFICATIONS ERECTOR NOTES STRWTURAI. WEE - A ALL LEVELING NUTS ANO F WT ANO T MUST BF.C1sQtII) W THA 2010 NMYOftK STATE WLLIfl..COLE TRANSIT. VERIFY ALL FCUIING DOLTT CEN ttNTERS.RS. ASC 5U 7-0 B. GIECK ALL STEEL FOR I'LUMB. SQUARE, AND LEVEL AFTER IT IS ERECTED ULTX,PAtELS- GALLASTMA3,AtO) Utn,LTSSTYLLLEINSTALLEDPERTf-RISC SPBCIPICA77ON NSC STEEL CON5TRIXNONMARUAL THRTEENTHEDTION ,)OT S:TUC/T ml lOW, Using AST& A325 or A4W Dau.. (:NyH 30. 20041 taGHBTFENCTHpCLTS- caTrfnined in Part 16. SPECIFICATIONS AND CODS of the RISC St 1. RISC SPECIFICATION FOR THE DESIGN. FPEACATIONNIDERECTICN OF Cmaslrvddun Manual. 13Th EHili.n STRUCTURAL STEELFOR [SI.Y;ITfsS t3L`SBSI) R. CHECKLEVELNESS OF WITOT401t PUiLINSWITHATRANSIT. E. ALL BRACING FOR BEAMS AND PURLINS LS TO BE-VELIEDONLEFORE NSCwTXOF STAflwDPRACTICE FOR BVlLLYN05 NgBWWESS2TH5EfATICNj DECK PANELS ARE tFISTN .. F. FIELO PRIME ALL STRWTUPAL STEEL CONNECRIXiSNfO SM.KES AFTER NSI SPECIFICATIONS FOIL THE DESIGN OPCOLDFOILAEUGIEELSTfdICItd+M E - ST ELIS ERECTED. td EMBERS IS 100.2110]) QNWSHERS ARE REOVIItE0 UN AIL BUttEUCGfIfE(]i1UN3'. ii E: hVTMUNhtSFER Stndl. BE PLACEDAT THE TOP OF CONNECTION 4fM SILEIF BOLT RWJSf-IORIZONTP.tLY} AWO Ot.11G09 STRIK`T1A+AL NELGfX;W5 A WASHER IS REWREU FOR ALL BOLTED wfaECTIONSAT SLOT LOCATIONS (UNLiS WTEUOTHEJ.WSE). 2010 PLUFABINO COLE NWfY0W STATE TL W NUT UEVIAIE FROM PIANS W TIIWT P(aOR IFC CMgI'Y WNEEM. MATERIAL SPEC. FOOTER NOTES HOT -ROLLED S1RUt.TURAL - WZ2 STRWTURAI. WEE - AEa]OGRAL£B PLATE - AS29 wLRFORM11EO;iT(<UCUTW1t• AI(Hi G`f EAtFY=55K]) ULTX,PAtELS- AW3IFY=50KSII WEUM_ AY Ul.10T ELECTRODE taGHBTFENCTHpCLTS- hl'SN \NaSkEPS- F43G M Ain 1. wtq(iETE 0.45E BY OEFE(Lv.wNiM(:TOi2 2. SEC FOOTEit UETNL f Uli REQUIR£O(tE6Vi SP£QFlCAl1Cfd3. J. BASEPLATE i0 BFAR UN LEVEONC RUTS NSJNH`d£IZr TU CiiFAfE AMltif,lLMd 11lP GROUT FOCNEL. GENENAL wNIRAft1011lAUSi HLL Us.Ft<ihE(YrSEFLATE WiflattUfFSIfftINK G12(}UI TMT MELTS TIEPEPFORtNtgEREC1AREAtENT50P ASIhiC 1107 AFACRUCp21 SFEDFlGTIONS FQR fgIiSIPoN{GRUUT. ptl%ING AAq PITTING OF GIRiUT SIiP1L BE IN AIX.'OfSMNi� WIIHM1Jald'PG'ilfit£ItS SPECTHC.ARUNG. i. t U4'Ox W LQ. F15S1 GRAM 55 NgtgR BOLTS W HEAVY HFJf hM1/t PIAT) I? iIUYEADEO PTiUJEG1IUN W TH WUBLE IsfIS FCR PLL4dt�flGAtdO LEVELING. 5. ALLON A 3G 6QL'ARE OPENING IN DRIVE AT GVLWVS FOR INSTALLATIONOF ANCHOR BOLT M]TS. OPENING TO BE FILLED VATH CO[J_'ItEIE AF, 1Cit UEM(ON S ELECT WCAtr1CCE::J UMNING (4'O IDLE) W TH VXT COVER PLATE LU fEOAPFYtUXRJATELY V MOVE TOP Cr DRIVE. T. LASE PIAT ES ARE 20 20t x 314- I I BC GO. W ST- VJ(4)- 1 IrZTI' SOL I1 MlKi CW 19' 1% IW CEN TERS a:.'.YLV milrZA'&D B. BASE PLATE HAS A FW MILE FOR ELECTRICAL ACCESS. IDTA]J]a.MN A•r hry :atU[9:ONFLWbA6 O. LWE,ELAN ON THE SA TED TOPS OF FOOTERS MU5r t)C i1[1D LEVELNJOONTHE SAW PIAM1E 10, CONCRETE FOR FOO IERB SHALL ADCEVE AWFOAMI OOMPR 'E..i" ON NI'.uvx Ti¢M1lrnaJaN4 CF 1D13 P9. raeR'1661 .[ed roadYwa i[IIe IiglMm ALM iv vlai[NaaMLatiwwp:av Nm epwl mwd mlLa (aYrlfaS d+nLo:uv"+kuaee'sm wJIDay read w.mQlola'vd 0e <wwacadYlkxh:b ivm vu,ac!° 11.FOOTING PSFAIGN PhSIULAZF.00NMASBUMEOF PUT/" AND MtESSIffiE OF VERIFIED PIN MUA FIELD IT I *OIL HIE EFVD T App ODIIN ANO AR ON BE :veP,rlion ndaercrm l'aS,ws'&tiA rtdJUNti w[a¢G•1eJ wTraiow Y.t A'ma dC.'C:jmYnGruCODFi cra.n! STABLE ORI ANAL.HE LIAas uiiao SUBGR.'EDTL$FWTIFGSBEMON rva-:L'neaA�ruAJ:l u.nlrahW,'+nr..RTiO. <wwaraw ren lF.:;r£c/?.enrrns.trm canEJ alms SrnBLE OWGItN4liNtHSrURLEO SULGWLEOft SELECTCOttr(IFFIELD FILL 4GC:?£F.tCG(6TtLU::T.ZTllbl:fJA[. TlltFr£.EM1r£PTAa IEXTENOING lU 9TATILE ORIGIfNL UNUSrUiffiEOSIftlGW\CGb IF REDO 9.1Inn¢ltynm aJ Yu CONATIONS 16 TE911tILLtN T +CULESS CFPI;CUYORDSTL48l FED "..Aamha au. 4b ,wLL:lhrnMl lw vnaaUY nwrc:lmmme pbuaiF.a [orxrcaelawetlr Gna TIIEOETNLSI10NT1SIIALL tJUT O[USEUPI1l TPC�iLYL L'EC'LYiIACfEO tem k<aoxM kwlvnw s:a and da w:scan hale Man avrd.-M1e lwdvn:Jrnca o[ro.GtwbY kreWlndkr IMM MIAIELYTOKOLSGNTHUCOTINGS. wSnaFlnu:IF'^rw llewagaiNda at4a dmP+'¢Icaea:Gn ee'vu m'S'aU""etcr3pvl'unW u<maiknlwa' DIMENSION FROM CENTER OF A/Bs, 28'-116' 27'-0' CONCR. FTRS. (INSTALLED BY OTHERS) GALVANIZED STEEL PERIMETER GUTTER IN PRE -FINISHED GL WHITE -SMOOTH CORNERS & SEAMS TO BE CAULKED WATER -TIGHT 'Iv Y WIDTH= 6" DEPTH= 3" N GALVANIZED STEEL DECK PANELS 9'-5"- IN PRE -FINISHED GL WHITE -SMOOTH PANELS START AND END 3" FROM PURLIN ENDS WIDTH =16" DEPTH= 3" GAGE = 20 QTY. REQ. = 54 LENGTH = CERTIFIED BY: Tj 9 I 8 I! i 1 \\ I r \ Y r 1 ) 7 REQUIRED AND 8 BARS VERTICAL. �L6 TIM I OESCRIPTIW I'A'E I.Y 0 ERECTOR ❑ CONSTR ❑ STEEL ❑ JOB FILE t L QUOTE # NIA I PRINT # N/A 20'-0" x 72'-10" -- 6 Cols. 4 LOCATION: 1433 U.S. Route 9 (Stewart's Shop #458) Lake George, NY CUSTOMER: R.M. Dalrymple Co., Inc. 15 Grace Moore Road, Saratoga Springs, NY SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: WEK DRAWING NO. Jan -06-2016 1 OF 2 ALTERATIONS TO THI5 DOCUMENT DY OTHER THAN AN NJTHORIMO LICENSED PROFE5510NAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUGATION LAW 1 NO. LAKE OEOR.OE OUTLETS — LOOB — 458 517E LOCATION 1453 U5 ROUTE q — LAKE OEOROE, NY 12845 DATE NO. REVISIONS P.O. BOX 455 5ARATCOA 5PRINC-5, NY 12&66 w EL. (518)581-1200 FAX (51b)58I-1206 DRAWN BY: GP 5GALE: AS SHOWN DATE: 2/24/16 DRAWING NO. O-3 TITLE: GANOFY DETAILS ��lilu D11 , GIII ili!11 nllRfl GALVANIZED STEEL DECK PANELS 9'-5"- IN PRE -FINISHED GL WHITE -SMOOTH PANELS START AND END 3" FROM PURLIN ENDS WIDTH =16" DEPTH= 3" GAGE = 20 QTY. REQ. = 54 LENGTH = CERTIFIED BY: Tj 9 I 8 I! i 1 \\ I r \ Y r 1 ) 7 REQUIRED AND 8 BARS VERTICAL. �L6 TIM I OESCRIPTIW I'A'E I.Y 0 ERECTOR ❑ CONSTR ❑ STEEL ❑ JOB FILE t L QUOTE # NIA I PRINT # N/A 20'-0" x 72'-10" -- 6 Cols. 4 LOCATION: 1433 U.S. Route 9 (Stewart's Shop #458) Lake George, NY CUSTOMER: R.M. Dalrymple Co., Inc. 15 Grace Moore Road, Saratoga Springs, NY SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: WEK DRAWING NO. Jan -06-2016 1 OF 2 ALTERATIONS TO THI5 DOCUMENT DY OTHER THAN AN NJTHORIMO LICENSED PROFE5510NAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUGATION LAW 1 NO. LAKE OEOR.OE OUTLETS — LOOB — 458 517E LOCATION 1453 U5 ROUTE q — LAKE OEOROE, NY 12845 DATE NO. REVISIONS P.O. BOX 455 5ARATCOA 5PRINC-5, NY 12&66 w EL. (518)581-1200 FAX (51b)58I-1206 DRAWN BY: GP 5GALE: AS SHOWN DATE: 2/24/16 DRAWING NO. O-3 TITLE: GANOFY DETAILS Al I nAAInoIFR RUAI I HA\!F THF LAST 3 DECK PANS SHALL BE DECK ATTACHMENT DETAIL MIN ABEAM SIZE W8 W10 W12 W14 Wi8 W18 W21 W24 W27 DIMENSION "X" 5-1/2' 6-1/2' 8112 - 10-1/2 12-112 14-1/2 17-112 20-1/2 23-1/2" ALTERNATE: WELD INSTEAD 118' 2' MIN. OF BOLTS B /-W W PURLIN W W ALTERNATE: r/ -B WELD OIFSTa 118' 2- MIBOLTSN .. IVMAIN BEAM B = 3/4" 0 A-325 BOLT WITH NUT (ST) W = 3/4" 4 OVERSIZED WASHER BOLTED 4'-0" SAG ANGLE DETAIL DECK PAN: (ABOVE) FLAT LEAD DOWNSPOUT COLUMN "A" ELBOW PURLIN **A OPTION`* **B OPTION" EXTERNAL DRAIN DETAIL it 1114'0 ELECTRICAL ACCESS HOLE (4) A-325 BOLTS ST _ 4" ROM TOP OF COLUMN 3/4"0 @ EACH CONNECTION MAIN BEAM 4 -U-23/4" TYPICAL T DECK PANEL CUPS TO BE INSTALLED ON ALTERNATING SIDES OF PURLIN FLANGES PART NO. 5611 SHOP TO INSTALL CAP PLUG IN ACCESS HOLE PRIOR TO SHIPMENT (4) A-325 BOLTS (ST) 3/4"0EACH CONNECTION STRUCTURAL CONNECTIONS DETAIL "SCDM" 4"I 314" PLATE TB 4"0 A3251'-3116 LTS (ST) 13116'0 HOLES 1 IINOTES ®TOP L -BRACE 1. CAULK ENTIRE PERIMETER WATER -TIGHT. 1'-4' VENTS -i - 2 a. FASCIA BRACES AT48" OIC. 8" 6x7xYd' b. FASCIA BRACES EXTEND W PAST END 6.6x 7x Y:' OF DECK PANS FOR A 6' GUTTER. 8" NIA c. FASTEN FASCIA BRACES WITH (3) TEK FASCIA BRACE 10" 6x 9x Y;' SCREWS INTO RIB OF DECK PANS. Q2 10" 6x9XA" d. FASCIA BRACES ARE 21/2' WIDE WITH 1 1/8' LEGS x 22 GA (MIN.) 6x9x'/;' 3. ACM FASCIA - TABS BENT OVER ON ALL 6 x 9 x''/d' FOUR SIDES, ATTACH SIDE TABS TOGETHER t 16" x 8" 6x9xZ' USING (3) #14x7/8" TEK SCREWS. H^ ' 6x11xYz' ATTACH TOP & BOTTOM TABS USING 6x 11 x'/2" #8 PAN HEAD SCREWS 24" O.C. 1- 4. ADJUST TOP L -BRACE UP OR DOWN URETHANE FOR SNUG FIT OF AGM FASCIA, 5. SILICONE CAULK @ EACH VERTICAL ACM JOINT TO KEEP CAULK ANY LIGHT FROM �r-� 3rinr SHINING `�— THROUGH. JOINT -TOP VIEW DECK PANS _ SILICONE #14 x 7/8"'TEK SCREW CAULK T = #8x3!4" PAN HEAD SCREW 36" ACM FASCIA -LAT LEAD PLATE PLATE SIZES 1'-4' VENTS COL. SIZE PL SIZE 1 2'0 or TO 8" 6x7xYd' 70 orT0 6.6x 7x Y:' 3 2'0 or 3'0 8" NIA 1 2'0 or TO 10" 6x 9x Y;' 2 2"0 or 3'0 10" 6x9XA" 1 2' or3 6x9x'/;' 2 2'0 or TO 6 x 9 x''/d' 1 2"0 or 3'0 16" x 8" 6x9xZ' 2 2'0or3" ' 6x11xYz' 3 2'0or30 6x 11 x'/2" REINFORCEMENT (2) "B" ELBOWS DOWNSPOUT "A" ELBOW COLUMN 1. ERECTOR TO CUT A 12R T'x6' NOTCH IN GUTTER AT OVERFLOW SCUPPER LOCATION. 2_ ERECTOR TO THEN INSTALL SCUPPER OVER THE NOTCH IN GUTTER AS SHOWN. CAULK WATERTIGHT. OVERFLOW SCUPPER 1" W14x22 SPLICE "MOMENT" HAT CHANNEL @ SIGN LOCATIONS ONLY. ERECTOR TO ADJUST AS REQUIRED FOR SIGN INSTALLATION. 3' -(5) ACM FASCIA - 36' FIELD NOTCH CHANNEL @ ACM TABS — 24'01C \�- CHANNELTRIM GUTTER VARIES E 4" �I CAP PLATE 2 0x9W BLACK IRON ELBOW 2 0 BLACK IRON VENT PIPE COLUMN VARIES i BASE PLATE C2 VENT PIPE DETAIL ALL VENT PIPES ARE TO ENTER AND EXIT THE COLUMN(S) AS SHOWN ON FRAMING PLAN [SEE PLAN VIEW FOR TOPBOTTOM ELBOW DIRECTION) ATTACH TO PURLIN w/ (2) #12-24 x 1-114" TEKSCREWS pU�IIN 4010 L 1"x1"x0.109'x6'-8' LONG - PRE -NOTCHED @ PURLIN ATTACH TO DECK PANELS USING (2) #14 x 718 TEK SCREWS (EA SIDE) PURLIN ROLLOVERS TO BE SPACED EQUALLY BETWEEN SUPPORT BEAMS. PURLIN ROLLOVER DETAIL 1 114" STIFFENER PLATE (NS/FS) 44 RIGHT 3 14' PLATE T W 14x22 1 1/2"0 SLOT �- 3/4" STEEL PL 'x-10'T.S. COLUMN ACCESS HOLE 5'x1/2' GUSSET BASE PLATE DETAIL B P4 N 10-3/4" 1:1- 2 2 10"x16'x518' PL g 10" 35„ a 1a. —1- ` 16 CAP PLATE DETAIL CPM10 CERTIFIED BY: REV. OEitRIPiICH "AIC OY ❑ ERECTOR 0 CONSTR ❑ STEEL ❑ JOB FILE AM AMWI TFC CANOPY 1107 N. TAYLOR RD. GARRETT, IN 46738 PH. (260) 357-6665 FAX (260) 357-6533 JOB 699728 QUOTE # NIA PRINT # N/A 20'-0" x 72'-10" -- 6 Cols. LOCATION: 1433 U.S. Route 9 (Stewart's Shop #458) Lake George, NY CUSTOMER: R.M. Dalrymple Co., Inc. 15 Grace Moore Road, Saratoga Springs, NY SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: WEK DRAWING NO. Jan -06-2016 2 OF 2 STORE NAME, ALTERATION5 TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LIGEN5ED PROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EWCATION LAW O. LA<E OEOROE OUTLETS - LOOB - 458 1433 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO.) REVISIONS l DRAWN BY: GP SGALE: AS SHOWN DATE: 2/24/16 DRAWING NO. P.O. BOX 435 5ARATOOA 5PRIN05, NY 12866 0-4 TEL. (518)5,51-1200 FAX (518)581-120G TITLE: GANOP l" DETAILS 1'-4' 8" Il -4- ' 4" _b 0- Q) 1 1/2"0 SLOT �- 3/4" STEEL PL 'x-10'T.S. COLUMN ACCESS HOLE 5'x1/2' GUSSET BASE PLATE DETAIL B P4 N 10-3/4" 1:1- 2 2 10"x16'x518' PL g 10" 35„ a 1a. —1- ` 16 CAP PLATE DETAIL CPM10 CERTIFIED BY: REV. OEitRIPiICH "AIC OY ❑ ERECTOR 0 CONSTR ❑ STEEL ❑ JOB FILE AM AMWI TFC CANOPY 1107 N. TAYLOR RD. GARRETT, IN 46738 PH. (260) 357-6665 FAX (260) 357-6533 JOB 699728 QUOTE # NIA PRINT # N/A 20'-0" x 72'-10" -- 6 Cols. LOCATION: 1433 U.S. Route 9 (Stewart's Shop #458) Lake George, NY CUSTOMER: R.M. Dalrymple Co., Inc. 15 Grace Moore Road, Saratoga Springs, NY SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: WEK DRAWING NO. Jan -06-2016 2 OF 2 STORE NAME, ALTERATION5 TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LIGEN5ED PROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EWCATION LAW O. LA<E OEOROE OUTLETS - LOOB - 458 1433 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO.) REVISIONS l DRAWN BY: GP SGALE: AS SHOWN DATE: 2/24/16 DRAWING NO. P.O. BOX 435 5ARATOOA 5PRIN05, NY 12866 0-4 TEL. (518)5,51-1200 FAX (518)581-120G TITLE: GANOP l" DETAILS Al I nAAInoIFR RUAI I HA\!F THF LAST 3 DECK PANS SHALL BE DECK ATTACHMENT DETAIL MIN ABEAM SIZE W8 W10 W12 W14 Wi8 W18 W21 W24 W27 DIMENSION "X" 5-1/2' 6-1/2' 8112 - 10-1/2 12-112 14-1/2 17-112 20-1/2 23-1/2" ALTERNATE: WELD INSTEAD 118' 2' MIN. OF BOLTS B /-W W PURLIN W W ALTERNATE: r/ -B WELD OIFSTa 118' 2- MIBOLTSN .. IVMAIN BEAM B = 3/4" 0 A-325 BOLT WITH NUT (ST) W = 3/4" 4 OVERSIZED WASHER BOLTED 4'-0" SAG ANGLE DETAIL DECK PAN: (ABOVE) FLAT LEAD DOWNSPOUT COLUMN "A" ELBOW PURLIN **A OPTION`* **B OPTION" EXTERNAL DRAIN DETAIL it 1114'0 ELECTRICAL ACCESS HOLE (4) A-325 BOLTS ST _ 4" ROM TOP OF COLUMN 3/4"0 @ EACH CONNECTION MAIN BEAM 4 -U-23/4" TYPICAL T DECK PANEL CUPS TO BE INSTALLED ON ALTERNATING SIDES OF PURLIN FLANGES PART NO. 5611 SHOP TO INSTALL CAP PLUG IN ACCESS HOLE PRIOR TO SHIPMENT (4) A-325 BOLTS (ST) 3/4"0EACH CONNECTION STRUCTURAL CONNECTIONS DETAIL "SCDM" 4"I 314" PLATE TB 4"0 A3251'-3116 LTS (ST) 13116'0 HOLES 1 IINOTES ®TOP L -BRACE 1. CAULK ENTIRE PERIMETER WATER -TIGHT. 1'-4' VENTS -i - 2 a. FASCIA BRACES AT48" OIC. 8" 6x7xYd' b. FASCIA BRACES EXTEND W PAST END 6.6x 7x Y:' OF DECK PANS FOR A 6' GUTTER. 8" NIA c. FASTEN FASCIA BRACES WITH (3) TEK FASCIA BRACE 10" 6x 9x Y;' SCREWS INTO RIB OF DECK PANS. Q2 10" 6x9XA" d. FASCIA BRACES ARE 21/2' WIDE WITH 1 1/8' LEGS x 22 GA (MIN.) 6x9x'/;' 3. ACM FASCIA - TABS BENT OVER ON ALL 6 x 9 x''/d' FOUR SIDES, ATTACH SIDE TABS TOGETHER t 16" x 8" 6x9xZ' USING (3) #14x7/8" TEK SCREWS. H^ ' 6x11xYz' ATTACH TOP & BOTTOM TABS USING 6x 11 x'/2" #8 PAN HEAD SCREWS 24" O.C. 1- 4. ADJUST TOP L -BRACE UP OR DOWN URETHANE FOR SNUG FIT OF AGM FASCIA, 5. SILICONE CAULK @ EACH VERTICAL ACM JOINT TO KEEP CAULK ANY LIGHT FROM �r-� 3rinr SHINING `�— THROUGH. JOINT -TOP VIEW DECK PANS _ SILICONE #14 x 7/8"'TEK SCREW CAULK T = #8x3!4" PAN HEAD SCREW 36" ACM FASCIA -LAT LEAD PLATE PLATE SIZES 1'-4' VENTS COL. SIZE PL SIZE 1 2'0 or TO 8" 6x7xYd' 70 orT0 6.6x 7x Y:' 3 2'0 or 3'0 8" NIA 1 2'0 or TO 10" 6x 9x Y;' 2 2"0 or 3'0 10" 6x9XA" 1 2' or3 6x9x'/;' 2 2'0 or TO 6 x 9 x''/d' 1 2"0 or 3'0 16" x 8" 6x9xZ' 2 2'0or3" ' 6x11xYz' 3 2'0or30 6x 11 x'/2" REINFORCEMENT (2) "B" ELBOWS DOWNSPOUT "A" ELBOW COLUMN 1. ERECTOR TO CUT A 12R T'x6' NOTCH IN GUTTER AT OVERFLOW SCUPPER LOCATION. 2_ ERECTOR TO THEN INSTALL SCUPPER OVER THE NOTCH IN GUTTER AS SHOWN. CAULK WATERTIGHT. OVERFLOW SCUPPER 1" W14x22 SPLICE "MOMENT" HAT CHANNEL @ SIGN LOCATIONS ONLY. ERECTOR TO ADJUST AS REQUIRED FOR SIGN INSTALLATION. 3' -(5) ACM FASCIA - 36' FIELD NOTCH CHANNEL @ ACM TABS — 24'01C \�- CHANNELTRIM GUTTER VARIES E 4" �I CAP PLATE 2 0x9W BLACK IRON ELBOW 2 0 BLACK IRON VENT PIPE COLUMN VARIES i BASE PLATE C2 VENT PIPE DETAIL ALL VENT PIPES ARE TO ENTER AND EXIT THE COLUMN(S) AS SHOWN ON FRAMING PLAN [SEE PLAN VIEW FOR TOPBOTTOM ELBOW DIRECTION) ATTACH TO PURLIN w/ (2) #12-24 x 1-114" TEKSCREWS pU�IIN 4010 L 1"x1"x0.109'x6'-8' LONG - PRE -NOTCHED @ PURLIN ATTACH TO DECK PANELS USING (2) #14 x 718 TEK SCREWS (EA SIDE) PURLIN ROLLOVERS TO BE SPACED EQUALLY BETWEEN SUPPORT BEAMS. PURLIN ROLLOVER DETAIL 1 114" STIFFENER PLATE (NS/FS) 44 RIGHT 3 14' PLATE T W 14x22 1 1/2"0 SLOT �- 3/4" STEEL PL 'x-10'T.S. COLUMN ACCESS HOLE 5'x1/2' GUSSET BASE PLATE DETAIL B P4 N 10-3/4" 1:1- 2 2 10"x16'x518' PL g 10" 35„ a 1a. —1- ` 16 CAP PLATE DETAIL CPM10 CERTIFIED BY: REV. OEitRIPiICH "AIC OY ❑ ERECTOR 0 CONSTR ❑ STEEL ❑ JOB FILE AM AMWI TFC CANOPY 1107 N. TAYLOR RD. GARRETT, IN 46738 PH. (260) 357-6665 FAX (260) 357-6533 JOB 699728 QUOTE # NIA PRINT # N/A 20'-0" x 72'-10" -- 6 Cols. LOCATION: 1433 U.S. Route 9 (Stewart's Shop #458) Lake George, NY CUSTOMER: R.M. Dalrymple Co., Inc. 15 Grace Moore Road, Saratoga Springs, NY SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: WEK DRAWING NO. Jan -06-2016 2 OF 2 STORE NAME, ALTERATION5 TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LIGEN5ED PROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EWCATION LAW O. LA<E OEOROE OUTLETS - LOOB - 458 1433 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO.) REVISIONS l DRAWN BY: GP SGALE: AS SHOWN DATE: 2/24/16 DRAWING NO. P.O. BOX 435 5ARATOOA 5PRIN05, NY 12866 0-4 TEL. (518)5,51-1200 FAX (518)581-120G TITLE: GANOP l" DETAILS 1'-4' 8" Il -4- ' 4" _b 0- Q) 1 1/2"0 SLOT �- 3/4" STEEL PL 'x-10'T.S. COLUMN ACCESS HOLE 5'x1/2' GUSSET BASE PLATE DETAIL B P4 N 10-3/4" 1:1- 2 2 10"x16'x518' PL g 10" 35„ a 1a. —1- ` 16 CAP PLATE DETAIL CPM10 CERTIFIED BY: REV. OEitRIPiICH "AIC OY ❑ ERECTOR 0 CONSTR ❑ STEEL ❑ JOB FILE AM AMWI TFC CANOPY 1107 N. TAYLOR RD. GARRETT, IN 46738 PH. (260) 357-6665 FAX (260) 357-6533 JOB 699728 QUOTE # NIA PRINT # N/A 20'-0" x 72'-10" -- 6 Cols. LOCATION: 1433 U.S. Route 9 (Stewart's Shop #458) Lake George, NY CUSTOMER: R.M. Dalrymple Co., Inc. 15 Grace Moore Road, Saratoga Springs, NY SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: WEK DRAWING NO. Jan -06-2016 2 OF 2 STORE NAME, ALTERATION5 TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LIGEN5ED PROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EWCATION LAW O. LA<E OEOROE OUTLETS - LOOB - 458 1433 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO.) REVISIONS l DRAWN BY: GP SGALE: AS SHOWN DATE: 2/24/16 DRAWING NO. P.O. BOX 435 5ARATOOA 5PRIN05, NY 12866 0-4 TEL. (518)5,51-1200 FAX (518)581-120G TITLE: GANOP l" DETAILS Al I nAAInoIFR RUAI I HA\!F THF LAST 3 DECK PANS SHALL BE DECK ATTACHMENT DETAIL MIN ABEAM SIZE W8 W10 W12 W14 Wi8 W18 W21 W24 W27 DIMENSION "X" 5-1/2' 6-1/2' 8112 - 10-1/2 12-112 14-1/2 17-112 20-1/2 23-1/2" ALTERNATE: WELD INSTEAD 118' 2' MIN. OF BOLTS B /-W W PURLIN W W ALTERNATE: r/ -B WELD OIFSTa 118' 2- MIBOLTSN .. IVMAIN BEAM B = 3/4" 0 A-325 BOLT WITH NUT (ST) W = 3/4" 4 OVERSIZED WASHER BOLTED 4'-0" SAG ANGLE DETAIL DECK PAN: (ABOVE) FLAT LEAD DOWNSPOUT COLUMN "A" ELBOW PURLIN **A OPTION`* **B OPTION" EXTERNAL DRAIN DETAIL it 1114'0 ELECTRICAL ACCESS HOLE (4) A-325 BOLTS ST _ 4" ROM TOP OF COLUMN 3/4"0 @ EACH CONNECTION MAIN BEAM 4 -U-23/4" TYPICAL T DECK PANEL CUPS TO BE INSTALLED ON ALTERNATING SIDES OF PURLIN FLANGES PART NO. 5611 SHOP TO INSTALL CAP PLUG IN ACCESS HOLE PRIOR TO SHIPMENT (4) A-325 BOLTS (ST) 3/4"0EACH CONNECTION STRUCTURAL CONNECTIONS DETAIL "SCDM" 4"I 314" PLATE TB 4"0 A3251'-3116 LTS (ST) 13116'0 HOLES 1 IINOTES ®TOP L -BRACE 1. CAULK ENTIRE PERIMETER WATER -TIGHT. 1'-4' VENTS -i - 2 a. FASCIA BRACES AT48" OIC. 8" 6x7xYd' b. FASCIA BRACES EXTEND W PAST END 6.6x 7x Y:' OF DECK PANS FOR A 6' GUTTER. 8" NIA c. FASTEN FASCIA BRACES WITH (3) TEK FASCIA BRACE 10" 6x 9x Y;' SCREWS INTO RIB OF DECK PANS. Q2 10" 6x9XA" d. FASCIA BRACES ARE 21/2' WIDE WITH 1 1/8' LEGS x 22 GA (MIN.) 6x9x'/;' 3. ACM FASCIA - TABS BENT OVER ON ALL 6 x 9 x''/d' FOUR SIDES, ATTACH SIDE TABS TOGETHER t 16" x 8" 6x9xZ' USING (3) #14x7/8" TEK SCREWS. H^ ' 6x11xYz' ATTACH TOP & BOTTOM TABS USING 6x 11 x'/2" #8 PAN HEAD SCREWS 24" O.C. 1- 4. ADJUST TOP L -BRACE UP OR DOWN URETHANE FOR SNUG FIT OF AGM FASCIA, 5. SILICONE CAULK @ EACH VERTICAL ACM JOINT TO KEEP CAULK ANY LIGHT FROM �r-� 3rinr SHINING `�— THROUGH. JOINT -TOP VIEW DECK PANS _ SILICONE #14 x 7/8"'TEK SCREW CAULK T = #8x3!4" PAN HEAD SCREW 36" ACM FASCIA -LAT LEAD PLATE PLATE SIZES 1'-4' VENTS COL. SIZE PL SIZE 1 2'0 or TO 8" 6x7xYd' 70 orT0 6.6x 7x Y:' 3 2'0 or 3'0 8" NIA 1 2'0 or TO 10" 6x 9x Y;' 2 2"0 or 3'0 10" 6x9XA" 1 2' or3 6x9x'/;' 2 2'0 or TO 6 x 9 x''/d' 1 2"0 or 3'0 16" x 8" 6x9xZ' 2 2'0or3" ' 6x11xYz' 3 2'0or30 6x 11 x'/2" REINFORCEMENT (2) "B" ELBOWS DOWNSPOUT "A" ELBOW COLUMN 1. ERECTOR TO CUT A 12R T'x6' NOTCH IN GUTTER AT OVERFLOW SCUPPER LOCATION. 2_ ERECTOR TO THEN INSTALL SCUPPER OVER THE NOTCH IN GUTTER AS SHOWN. CAULK WATERTIGHT. OVERFLOW SCUPPER 1" W14x22 SPLICE "MOMENT" HAT CHANNEL @ SIGN LOCATIONS ONLY. ERECTOR TO ADJUST AS REQUIRED FOR SIGN INSTALLATION. 3' -(5) ACM FASCIA - 36' FIELD NOTCH CHANNEL @ ACM TABS — 24'01C \�- CHANNELTRIM GUTTER VARIES E 4" �I CAP PLATE 2 0x9W BLACK IRON ELBOW 2 0 BLACK IRON VENT PIPE COLUMN VARIES i BASE PLATE C2 VENT PIPE DETAIL ALL VENT PIPES ARE TO ENTER AND EXIT THE COLUMN(S) AS SHOWN ON FRAMING PLAN [SEE PLAN VIEW FOR TOPBOTTOM ELBOW DIRECTION) ATTACH TO PURLIN w/ (2) #12-24 x 1-114" TEKSCREWS pU�IIN 4010 L 1"x1"x0.109'x6'-8' LONG - PRE -NOTCHED @ PURLIN ATTACH TO DECK PANELS USING (2) #14 x 718 TEK SCREWS (EA SIDE) PURLIN ROLLOVERS TO BE SPACED EQUALLY BETWEEN SUPPORT BEAMS. PURLIN ROLLOVER DETAIL 1 114" STIFFENER PLATE (NS/FS) 44 RIGHT 3 14' PLATE T W 14x22 1 1/2"0 SLOT �- 3/4" STEEL PL 'x-10'T.S. COLUMN ACCESS HOLE 5'x1/2' GUSSET BASE PLATE DETAIL B P4 N 10-3/4" 1:1- 2 2 10"x16'x518' PL g 10" 35„ a 1a. —1- ` 16 CAP PLATE DETAIL CPM10 CERTIFIED BY: REV. OEitRIPiICH "AIC OY ❑ ERECTOR 0 CONSTR ❑ STEEL ❑ JOB FILE AM AMWI TFC CANOPY 1107 N. TAYLOR RD. GARRETT, IN 46738 PH. (260) 357-6665 FAX (260) 357-6533 JOB 699728 QUOTE # NIA PRINT # N/A 20'-0" x 72'-10" -- 6 Cols. LOCATION: 1433 U.S. Route 9 (Stewart's Shop #458) Lake George, NY CUSTOMER: R.M. Dalrymple Co., Inc. 15 Grace Moore Road, Saratoga Springs, NY SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: WEK DRAWING NO. Jan -06-2016 2 OF 2 STORE NAME, ALTERATION5 TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LIGEN5ED PROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EWCATION LAW O. LA<E OEOROE OUTLETS - LOOB - 458 1433 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO.) REVISIONS l DRAWN BY: GP SGALE: AS SHOWN DATE: 2/24/16 DRAWING NO. P.O. BOX 435 5ARATOOA 5PRIN05, NY 12866 0-4 TEL. (518)5,51-1200 FAX (518)581-120G TITLE: GANOP l" DETAILS 1'-4' 8" Il -4- ' 4" _b 0- Q) 1 1/2"0 SLOT �- 3/4" STEEL PL 'x-10'T.S. COLUMN ACCESS HOLE 5'x1/2' GUSSET BASE PLATE DETAIL B P4 N 10-3/4" 1:1- 2 2 10"x16'x518' PL g 10" 35„ a 1a. —1- ` 16 CAP PLATE DETAIL CPM10 CERTIFIED BY: REV. OEitRIPiICH "AIC OY ❑ ERECTOR 0 CONSTR ❑ STEEL ❑ JOB FILE AM AMWI TFC CANOPY 1107 N. TAYLOR RD. GARRETT, IN 46738 PH. (260) 357-6665 FAX (260) 357-6533 JOB 699728 QUOTE # NIA PRINT # N/A 20'-0" x 72'-10" -- 6 Cols. LOCATION: 1433 U.S. Route 9 (Stewart's Shop #458) Lake George, NY CUSTOMER: R.M. Dalrymple Co., Inc. 15 Grace Moore Road, Saratoga Springs, NY SCALE: ENGINEER: KED DO NOT SCALE DATE: DRAWN BY: WEK DRAWING NO. Jan -06-2016 2 OF 2 STORE NAME, ALTERATION5 TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LIGEN5ED PROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EWCATION LAW O. LA<E OEOROE OUTLETS - LOOB - 458 1433 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO.) REVISIONS l DRAWN BY: GP SGALE: AS SHOWN DATE: 2/24/16 DRAWING NO. P.O. BOX 435 5ARATOOA 5PRIN05, NY 12866 0-4 TEL. (518)5,51-1200 FAX (518)581-120G TITLE: GANOP l" DETAILS 13 1/2" N I'x2'x6" GONGRETE PAD FOR GOLUMN BASE (TYPJ, TO BE PINED TO FOUNDATION WALL 12" X 15" — I GONG. FOOTING I 5" GONGRETE ---{ WALL 13 1/2" � 12" X 18" GONG. FOOTING �— 5" GONGRETE WALL FOR ELEG. PANEL ENGL05URE GAST IN PLACE (8'x89 GONGRETE DELIVERY PAD WITH o ASPHALT RAMPS ON 3 SIDES A5 5HOHN WITH FR05T WALL II 30'-5 3/4" T -I o5 i — i ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICEN5ED PROFE551ONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW STORE NAME, ABBREVIATION d NO. LAKE OEOROE OUTLETS - LOOB - 458 31TE LOCATION 1433 US ROUTE q - LAKE OEOROE, NY 12845 DATE NO. REVISIONS P.O. BOX 435 5ARATOGA SPRIN65, NY 12866 TEL. (515)551-1200 FAX (515)581-1206 TITLE: DRAWN BY: GP SGALE: 1/4"=l' -O" DATE: 2/IG/I6 DRAWING NO. A-1 FOUNDATION PLAN I r---- I II IF- I #5 CORNER PEN(NOTOP 5" GAST-IN-PLC BARS, 7YP. 12" X 30" OPEN N6 24' BELOW FFF I CONGRETE WALL5E POUF: FLOOR OVER I GONG. FOOTING HALL T DELIVERY 34'-5 3/4" I DOUR I I ( I I I o I I ry I ; ; 12" X 30" 12" 50UARE SANITARY ( GONG. FOOTING + 5" GA5T-IN-PLAGE FLOOR SINK TO BE GONGRETE WALLS I POURED INTO FLOOR I I I � I _ _ _ _ _ _ _ _ _ _ _ _ _ _ �._._._._.__._._._._._._._._._._._._._._._._._._.r._._._._._ _ _._._._._.------ _ --------- ------ i 6" SLEEVE FOR I IRRIGATION I I O DELON FF I2'-0" r– SAW GUT JOINTS (Tl'PJ I I 24NIN6 TOP F OPENING, BELON FF 12" X 30" GONG FOOTING j FF=52B"I0 I NOTE: EXGAVATE STORE AREA TO A DEPTH I OF 0" BELOW FINISHED FLOOR AND I 5" GAST-IN-PLAGE BACKFILL WITH PEA STONE I GONGRETE HALLS j j j I I I I I NOTE: I REFER TO PLUMBING AND ELEGTRIGAL PLAN FOR FLOOR AND FOUNDATION WALL PENETRATION LOGATIONS. ' j I I I / / 12" X 30" / I GONG. FOOTING / 5" GAST-IN-PLAGE 6" SLEEVE FOR 5ENER I GONGRETE WALLS 1 L LATERAL 29" BELOW FF T -I o5 i — i ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICEN5ED PROFE551ONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW STORE NAME, ABBREVIATION d NO. LAKE OEOROE OUTLETS - LOOB - 458 31TE LOCATION 1433 US ROUTE q - LAKE OEOROE, NY 12845 DATE NO. REVISIONS P.O. BOX 435 5ARATOGA SPRIN65, NY 12866 TEL. (515)551-1200 FAX (515)581-1206 TITLE: DRAWN BY: GP SGALE: 1/4"=l' -O" DATE: 2/IG/I6 DRAWING NO. A-1 FOUNDATION PLAN r 0 0 1" - Iln" rwAMGPR STORE NAME, ABBREVIATION < NO. LAKE OEOROE OUTLETS - LOOB - 458 51TE LOCATION 5S. 1455 US ROUTE q - LAKE OEOROE, NY 12845 DATE NO. REVISIONS DRAWN BY:. GP 5GALE: 5/16"= I' -O" DATE: 2/Iq/16 DRAWING NO. A-2 TITLE: SIDENALK PLAN 4" PVC WATER FOR IR EXTENE PLUMBING GHART FIXTURE DRAIN VENT SUPPLY WATER CL05ET 4" 3" 1/2" FLOOR DRAIN 4" I -I/2" WA 51N6LE SINK 4" I -I/2" 1/2" 3 -BAY 51NK 4" I -I/2" 1/2" LAVATORY 4" 1-1/2" 1/2" DIPWELL 4" WA 1/2" IRR16ATION WA WA 1-1/2" REDUCED PRE55UPE ZONE, ADJUSTABLE PRESSURE REDUCER VENT SUPPLY TO - HOT FIXTURES HOT — WATER TANK ADAPTER SYSTEM 1PRE55OR SUPPLY LINE TO - IRRI6ATION SYSTEM INCOMING, I" TYPE K COPPER FROM MUNICIPAL MAIN rte' 37903&• rti HOT WATER MANIFOLD W/5HUTOFF ON EVERY LINE —LIG7UID FILLED PRESSURE 6AU6E BAGKFLOW PREV'NT ER GOLD WATER MANIFOLD W/SHUTOFF ON EVERY LINE WATER METER FOR IRRIGATION SYSTEM ALL PIPING TO BE SECURELY FASTENED TO WLL BALL VALVE (TYP.) TOWN APPROVED WATER METER GOLD WATER SUPPLY TO BAR 51NK, MOP SINK, 3-13AY SINK, DIPWELL, (3) HOSE BACKFLOW BIBS, 8 BATHROOMS PREVENTER HOT WATER SUPPLY TO BAR SINK, MOP SINK, $ 3 -BAY SINK I LUMBINC LAYOUT A-3 5GALENONE ®®® GRO55 REFERENCENONE ALTERATION5 TO TH15 DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFE551ONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK 5TATE EDUCATION LAW X- TO DIP WELL BALL VALVE GATE VALVE -MASTER FLOW RE5TRIGTOR I" TYPE "K" COPPER FROM MAIN F LUMBINC LAYOUT 2 FORPIP WELL A-3 5GALENONE GRO55 REFERENGBdONE STORE NAME, ABBREVIATION 6 N0. LAKE OEOR.OE OUTLETS - LOOB - 458 511-E LOCATION 1455 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO. REVISIONS 3/21/I6 I HAND WASH SINK P.O. BOX 435 r SARATOGA 5PRIN65, NY 12866 TEL. (50)581-1200 FAX (50)551-1 DRAWN BY: GP SCALE: 1/4"=l'-0" DATE: 2/IQ/16 DRAWING NO. A -3J TITLE: PLUMB 1 NO - SUPPLY I ALTERATIONS TO THI5 DOCUMENT BY OTHER THAN AN AUTHORIZED LIGEN5ED FROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEN YORK STATE EDUCATION LAN NO. LAKE OEOROE OUTLETS - LOOB - 458 .ITE LOCATION 1455 U5 ROUTE q - LAKE OEOROE, NY 12845 DATE NO. REVISIONS 3/21/16 4/29/16 1 I HAND HA511 SINK ADDED PLUMBING VENTING P.O. BOX 455 1 SARATOOA SPRINGS, NY 12866 JEL. (518)581-1200 FAX (518)581-120Gj DRAWN BY: GP 5GALE: DATE: 2/Iq/16 DRAWING NO. A-4 TITLE: PLUMBING HASTE 6" WALL W/HARDIE BOARD 51DING BARD HVAC 6" WALL W/5TONE VENEER 4 HARDIE BOARD SIDING 2"x6" STUD — HALL 16" O.G. 16" 50UARE FYPON COLUMN WITH STONE BASE TO BE WRAPPED AROUND ALL CORNERS OF BUILDING 2" AIR SPACE BETWEEN COOLER 4 EXTERIOR WALL 9'-I 11/4" TYPE ABG FIRE EXTINGUISHER ALL FRAMING DIMENSIONS FA-111 SHEET A-10 AND ARE FROM ROUGH STUD FOR BATHROOMTO ROUGH STUD TURE LOCATIONS q 3/ox-1/0 o STOCK 2"x4" STUD WALL 6" O.G. I TYPE ABG FIRE EXTINGUISHER 33'-2" TRU55 ID 516N INSTALLED PER 19 NYGRR PART 1264 ENTIRE PLUMBING WALL TO BE INSULATED WITH BARD HVAG SPRAY FOAM INSULATION �J J I - I L- ATTIC OPENING FOR ADDITIONAL FINI5H GAPS BETWEEN — — — _ _ DOOR GOLD AIR RETURN VENT COOLER/FREEZER 4 I LOCATION OF vii NOTE: INSTALL WOOD GEILING/WALLS WITH MARLITE, TYP. BLOCKING IN ALL BACKROOM %4 TRIM PAINTED WHITE 0' HIGH uT WALLS FOR SHELVING I -O"-O"I-3/'STEEL I 26-2 7/16" NONE 6" WALL W/5TONE VENEER 4 HARDIE BOARD SIDING 2"x6" STUD — HALL 16" O.G. 16" 50UARE FYPON COLUMN WITH STONE BASE TO BE WRAPPED AROUND ALL CORNERS OF BUILDING 2" AIR SPACE BETWEEN COOLER 4 EXTERIOR WALL 9'-I 11/4" TYPE ABG FIRE EXTINGUISHER ALL FRAMING DIMENSIONS FA-111 SHEET A-10 AND ARE FROM ROUGH STUD FOR BATHROOMTO ROUGH STUD TURE LOCATIONS q 3/ox-1/0 o STOCK 2"x4" STUD WALL 6" O.G. I TYPE ABG FIRE EXTINGUISHER 33'-2" TRU55 ID 516N INSTALLED PER 19 NYGRR PART 1264 ENTIRE PLUMBING WALL TO BE INSULATED WITH BARD HVAG SPRAY FOAM INSULATION NOTE: INSTALL WOOD BLOGKING FOR SHELVING IN ALL HALLS, SEE DETAIL FOR HEIGHTS 32'-5" LOCATION OF MARLITE, TYP. 4' HIGH h. 6" WALL W/STONE VENEER 4 HARDIE BOARD SIDING �J J FRAME 30"W x IS -3/4"H WINDOW/DOOR OPENING FOR ADDITIONAL GOLD AIR RETURN VENT ry SIZE MATL. GLAZING U -FACTOR SHGG WD. HGT. THK. (SAME HEIGHT FROM 130" DUGTI 2" ALUMINUM I" INSULATED FLOOR AS BARD DUCT) 0.40 1 I I -O"-O"I-3/'STEEL NONE N/A WA 3 DELI\(ERY DOOR -O"bI-3/"SOLID EA GORE BIRGH NONE N/A N/A 2 BATHROOM DOOR CUSTOM FORMICA NONE N/A 7/8" N/A DOUBLE ACTION DOOR 3'-6" 7'-O"1-3/"STEEL N LOCATION OF N/A 4 MARLITE, TYP. O 8'-1 3/4" 2"ALUMINUM 3, IO' HIGH 0.36 0.40 N/A FRONT WINDOWS 6'-5" b' -O" I I" INSULATED 0.36 t N/A ENTRANCE WINDOWS H b'-10" 6'-O" 2" ALUMINUM I" INSULATED 0.36 0.40 N/A SIDE WINDOWS HARDWARE CODES: GROUP I: EXTERIOR PULL HANDLE, KEYED ENTRY, INTERIOR PUSH BAR, THUMB RELEASE FOR LOCK, CLOSER GROUP 2: LEVER HANDLE GROUP 3: W/PRIVAGY FUNCTION 4 PANIC DEVICE SELF CLOSER GROUP 4: LEVER NOTE: INSTALL WOOD BLOGKING FOR SHELVING IN ALL HALLS, SEE DETAIL FOR HEIGHTS 32'-5" LOCATION OF MARLITE, TYP. 4' HIGH h. 6" WALL W/STONE VENEER 4 HARDIE BOARD SIDING 6 16'-0" DOOR SPECIFICATIONS; A. BATHROOM DOOR WOWS HITH STEEL YVRlJ' AROJND U)CK AND THREE 5"X4" HINOE5 AND LOCK5ET °5 PLIED BY 5TEHA RT'S. B. 5MI151145 DOOR-DOUDLE AOTION CUSTOM FORMICA COVERED DOOR WITH WELDED STEEL BJOK MO INTEGRAL DOOR STOP ON JAMB) REQUIRED REINFORCING ON HINGE SIDE. ONE 10' X 10" SAFETY WINDOW IN5TALLED IN DOOR DOOR TO NAVE BJLLNO5E EDGE 2' AWAY FROM STEEL JAMB (SAFETY I55IE). WOR AND ALL HARDWARE TO BE 5... IUD BY 51EWART'5. HW E TO BE SUPPLIED BY CONTRACTOR. 0. DELIVERY DOOR -ONE 3/OX7/0 INSJLATED STEEL DOOR UNIT WITH STEEL UKK (EXTERIOR), THREE NON REMOVABLE WOES, HEATHER STRIPPING, DOOR SWEEP AND NO THRE`HK'LD. INCLUDE ONE PANIC BAR SERIES 3100. DOOR FRAME, AND HARL'AWZ TO BE SUPPLIED BY OCNTt4CTOR GAP BETWEEN SWEEP AND FLQUR SHALL BE NO 6REATER THAN I/4'. D. FRONT ENTRANCE DOOR TO BE 3/6x /O. KAKNEER 350 MEDIUM SERIES MO" BOTTOM RAIL AND CONN I11UDU5 HINGE SAFETY 61155 6 EXTRUDED AHUMINIM FRAME H/ FLAT PU;'I I BAR TO BE %pKIED BY CONTRACTOR. THRESHOLD TO BE b" 46P 42%E, RIP 12" TAPER OFF, E EXTERIOR ELEOTRIC PANEL Ef ILLOSURE DOOR5-740 3/6x; STEEL DOOR5 WITH STEEL BUCK5 (EXTERIO,R4 FOI,R NON -REMOVABLE HINGE5, HEATHER 5TRIPPIN5, DOOR SHEEP AND 110 THRESHOLD. INCLUDE PASCA SET WITH NO LOOK, INSTALL HASP CR DOORS FOR PAD LOCK, ONE DOOR TO HAVE PINS TOP AND BOTTOM TO KEEP DOOR OI-05ED (ONLY LOOK SUPPLIED BY 5TEHART5 EVBRFTRN5 ELSE BY CONTRACTOR 2"x6" STUD —� ��ll 'I� WALL 16" O.G. INSTALL WOOD BLOCKING IN WALL FOR BABY GHANGING TABLE (SEE WALL DETAIL) FRAME SOFFIT AROUND DUCT WORK [Ell IT -11 7/8" 2"x4"I PLUMBING WALL LAIR SPACE — BETWEEN FREEZER FREEZER 4 WALLS 2"xb" PLUMBING FWALL 16" O.G. TILE FLOOR Q' 5'-5 3/16" CERAMIC MILE 46" HIGH ON ALL BATHROOM WALL5 I OH 1 I 1 LOGATION OF MARLITE, TYP.:............ 4' HIGH SERVICE COUNTERS TO BE NO MORE THAN 34" IN HEIGHT // TYPE ABG FIRE — EXTINGUI5HER I,. OA \\Q 410 M — INSTALL WOOD BLOCKING IN WALL FOR BABY GHANGING TABLE (SEE WALL DETAIL) 6" WALL W/STONE VENEER 4 HARDIE BOARD 51DINO KNOX BOX LOCATION TRU55 ID SIGN INSTALLED PER 19 NYGRR PART 1264 DOOR HARDWARE SHALL BE EQUIPPED WITH KEY OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: THE LOCKING DEVICE 15 READILY DISTINGUISHABLE AS LOCKED, A READILY VISIBLE DURABLE SIGN 15 POSTED ON THE EGRESS SIDE ON OR ADJACENT STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 OGGUPIED". THE SIGN SHALL BE IN LETTERS I INCH HIGH ON A CONTRASTING BACKGROUND. THRESHOLD INSTALL THRESHOLD PER TILE MANUFAGTURER'S REGOMMENDATION FLOOR ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICEN5ED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAN X11 -'A' TILE WITH 1/8" LINES TILE FLOOR LAYOUT - A -5 5GALE:1"=1'-0" GROSS REFERENGENONE STORE NAME, ABBREVIATION S NO. LAKE OEOROE OUTLETS - LOOB - 458 517E LOCATION 1435 US ROUTE Ci - LAKE OEOROE, NY 12845 DATE NO. REVISIONS W W/V s P.O. BOX 435 5ARATOGA SPRINGS, NY 12866 STEL. (518)581-1200 FAX (518)581-12011, DRAWN BY: GP SCALE: DATE: 2/Iq/16 DRAWING NO. A-5 TITLE: ERAMINO PLAN WINDOW AND DOOR 5GHEDULE WINDOW/DOOR HARDWARE GROUP NOTES SIZE MATL. GLAZING U -FACTOR SHGG WD. HGT. THK. 3'-6" 7'-0" 2" ALUMINUM I" INSULATED 0.71 0.40 1 ENTRY STOREFRONT -O"-O"I-3/'STEEL NONE N/A WA 3 DELI\(ERY DOOR -O"bI-3/"SOLID EA GORE BIRGH NONE N/A N/A 2 BATHROOM DOOR CUSTOM FORMICA NONE N/A N/A N/A DOUBLE ACTION DOOR 3'-6" 7'-O"1-3/"STEEL NONE N/A N/A 4 ELECTRICAL ENCLOSURE 10'-2" 6'-0" 2"ALUMINUM I" INSULATED 0.36 0.40 N/A FRONT WINDOWS 6'-5" b' -O" 2" ALUMINUM I" INSULATED 0.36 0.40 N/A ENTRANCE WINDOWS H b'-10" 6'-O" 2" ALUMINUM I" INSULATED 0.36 0.40 N/A SIDE WINDOWS HARDWARE CODES: GROUP I: EXTERIOR PULL HANDLE, KEYED ENTRY, INTERIOR PUSH BAR, THUMB RELEASE FOR LOCK, CLOSER GROUP 2: LEVER HANDLE GROUP 3: W/PRIVAGY FUNCTION 4 PANIC DEVICE SELF CLOSER GROUP 4: LEVER PA55AOE 6 16'-0" DOOR SPECIFICATIONS; A. BATHROOM DOOR WOWS HITH STEEL YVRlJ' AROJND U)CK AND THREE 5"X4" HINOE5 AND LOCK5ET °5 PLIED BY 5TEHA RT'S. B. 5MI151145 DOOR-DOUDLE AOTION CUSTOM FORMICA COVERED DOOR WITH WELDED STEEL BJOK MO INTEGRAL DOOR STOP ON JAMB) REQUIRED REINFORCING ON HINGE SIDE. ONE 10' X 10" SAFETY WINDOW IN5TALLED IN DOOR DOOR TO NAVE BJLLNO5E EDGE 2' AWAY FROM STEEL JAMB (SAFETY I55IE). WOR AND ALL HARDWARE TO BE 5... IUD BY 51EWART'5. HW E TO BE SUPPLIED BY CONTRACTOR. 0. DELIVERY DOOR -ONE 3/OX7/0 INSJLATED STEEL DOOR UNIT WITH STEEL UKK (EXTERIOR), THREE NON REMOVABLE WOES, HEATHER STRIPPING, DOOR SWEEP AND NO THRE`HK'LD. INCLUDE ONE PANIC BAR SERIES 3100. DOOR FRAME, AND HARL'AWZ TO BE SUPPLIED BY OCNTt4CTOR GAP BETWEEN SWEEP AND FLQUR SHALL BE NO 6REATER THAN I/4'. D. FRONT ENTRANCE DOOR TO BE 3/6x /O. KAKNEER 350 MEDIUM SERIES MO" BOTTOM RAIL AND CONN I11UDU5 HINGE SAFETY 61155 6 EXTRUDED AHUMINIM FRAME H/ FLAT PU;'I I BAR TO BE %pKIED BY CONTRACTOR. THRESHOLD TO BE b" 46P 42%E, RIP 12" TAPER OFF, E EXTERIOR ELEOTRIC PANEL Ef ILLOSURE DOOR5-740 3/6x; STEEL DOOR5 WITH STEEL BUCK5 (EXTERIO,R4 FOI,R NON -REMOVABLE HINGE5, HEATHER 5TRIPPIN5, DOOR SHEEP AND 110 THRESHOLD. INCLUDE PASCA SET WITH NO LOOK, INSTALL HASP CR DOORS FOR PAD LOCK, ONE DOOR TO HAVE PINS TOP AND BOTTOM TO KEEP DOOR OI-05ED (ONLY LOOK SUPPLIED BY 5TEHART5 EVBRFTRN5 ELSE BY CONTRACTOR 2"x6" STUD —� ��ll 'I� WALL 16" O.G. INSTALL WOOD BLOCKING IN WALL FOR BABY GHANGING TABLE (SEE WALL DETAIL) FRAME SOFFIT AROUND DUCT WORK [Ell IT -11 7/8" 2"x4"I PLUMBING WALL LAIR SPACE — BETWEEN FREEZER FREEZER 4 WALLS 2"xb" PLUMBING FWALL 16" O.G. TILE FLOOR Q' 5'-5 3/16" CERAMIC MILE 46" HIGH ON ALL BATHROOM WALL5 I OH 1 I 1 LOGATION OF MARLITE, TYP.:............ 4' HIGH SERVICE COUNTERS TO BE NO MORE THAN 34" IN HEIGHT // TYPE ABG FIRE — EXTINGUI5HER I,. OA \\Q 410 M — INSTALL WOOD BLOCKING IN WALL FOR BABY GHANGING TABLE (SEE WALL DETAIL) 6" WALL W/STONE VENEER 4 HARDIE BOARD 51DINO KNOX BOX LOCATION TRU55 ID SIGN INSTALLED PER 19 NYGRR PART 1264 DOOR HARDWARE SHALL BE EQUIPPED WITH KEY OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: THE LOCKING DEVICE 15 READILY DISTINGUISHABLE AS LOCKED, A READILY VISIBLE DURABLE SIGN 15 POSTED ON THE EGRESS SIDE ON OR ADJACENT STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 OGGUPIED". THE SIGN SHALL BE IN LETTERS I INCH HIGH ON A CONTRASTING BACKGROUND. THRESHOLD INSTALL THRESHOLD PER TILE MANUFAGTURER'S REGOMMENDATION FLOOR ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICEN5ED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAN X11 -'A' TILE WITH 1/8" LINES TILE FLOOR LAYOUT - A -5 5GALE:1"=1'-0" GROSS REFERENGENONE STORE NAME, ABBREVIATION S NO. LAKE OEOROE OUTLETS - LOOB - 458 517E LOCATION 1435 US ROUTE Ci - LAKE OEOROE, NY 12845 DATE NO. REVISIONS W W/V s P.O. BOX 435 5ARATOGA SPRINGS, NY 12866 STEL. (518)581-1200 FAX (518)581-12011, DRAWN BY: GP SCALE: DATE: 2/Iq/16 DRAWING NO. A-5 TITLE: ERAMINO PLAN DOWN SPOUT 14'-n �;/4" EXTEND TOP CORD OF TRUSS ONLY TO FORM OVERHANG NOTE: GUTTER DOWNSPOUT ADAPTER TO BE SUPPLIED BY GONTRAGTOR. (ADAPTER TO TFAN51TION FROM DONN5POUT TO 4" PVC) -DOWN SPOUT i ALTERATIONS TO THI5 DOCUMENT BY OTHER THANAN AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW PE -516% NOTES PER SECTION 1603.1 OF BUILDING CODE OF NEW YORK STATE Roof Snow Load (Section 1603 1.3): Earthquake Design Data (5ectlon I. Roof snow load = 442/#5F 603.1.5 EQ. -7-1 A5GE-1-02 po-0.'7CeGt1pq I. 5el5mlc use group = I =0.'Ixlxlxb0 2. yds = .301 5dl = .127 =42#/SF 3. Site class = D 2. Snow exposure factor = 0.9 4. Basic seismic force resisting 3. Snow Importance factor = 1.0 system = light frame 4. Thermal factor = 1.0 5. Design base shear = &2.21kip 6. Analysis procedure = simplified Wind Load (Section 1603.1 4): (Section 161'7.4) I. Basic wind speed = 90 MPH 2. Wind Importance factor = 1.0, Building category = I 3. Wind exposure = B 4. Internal pressure co -efficient =-3.18 5. Components and cladding = +10 P5F, -15.8 PSF Deslgn Floor Load (Section 1603.1.1): 100 P5F There are no special requirements under Section 1621 to be met for this structure. 5TORE NAME, ABBREVIATION b NO. _--- LAKE OEOROE OUTLETS - LC -70B - 458 SITE LOCATION 1455 US ROUTE q - LAKE OEOROE, NY 12545 P.O. BOX 435 5ARATOGA SPRINGS, NY 12,566 `TEL (518)581-1200 FAX (518)581-1209 DRAWN BY: GP 5GALE: 1/4"= I' -O" DATE: 2/19/1 b DRAWING NO.. A—& TITLE: TRUSS PLAN I7-7 7lIPJ ' ROOF GUTTER —► DOWN SPOUT ROOF GUTTER O_ ROOF GUTTER in FIF 12" MIGROLAM 1'-10"x2'-6" HEADER ATTIC DOOR K LU LUQ Q O v F RIDGE VENT RIDGE VENT RIDGE VENT N MILLER RA40 MILLER RA40 PERMANENT PERMANENT ROOF BRACKET ROOF BRACKET w N.Y.S. APPROVED TRUSSES 2'-O" O.G. Q w x Q V N ' 1 ` Alt � I � L 00000 ff/ 1 12" MIGROLAM HEADER 12" MIGROLAM HEADER - ROOF GUTTER -4� ROOF GUTTER DOWN SPOUT DOWN SPOUT —ROOF GUTTER -. ROOF GUTTER—� 30'-7 I/I6" x If' -6" 52'-0" I I'-Fi" NOTE: GUTTER DOWNSPOUT ADAPTER TO BE SUPPLIED BY GONTRAGTOR. (ADAPTER TO TFAN51TION FROM DONN5POUT TO 4" PVC) -DOWN SPOUT i ALTERATIONS TO THI5 DOCUMENT BY OTHER THANAN AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW PE -516% NOTES PER SECTION 1603.1 OF BUILDING CODE OF NEW YORK STATE Roof Snow Load (Section 1603 1.3): Earthquake Design Data (5ectlon I. Roof snow load = 442/#5F 603.1.5 EQ. -7-1 A5GE-1-02 po-0.'7CeGt1pq I. 5el5mlc use group = I =0.'Ixlxlxb0 2. yds = .301 5dl = .127 =42#/SF 3. Site class = D 2. Snow exposure factor = 0.9 4. Basic seismic force resisting 3. Snow Importance factor = 1.0 system = light frame 4. Thermal factor = 1.0 5. Design base shear = &2.21kip 6. Analysis procedure = simplified Wind Load (Section 1603.1 4): (Section 161'7.4) I. Basic wind speed = 90 MPH 2. Wind Importance factor = 1.0, Building category = I 3. Wind exposure = B 4. Internal pressure co -efficient =-3.18 5. Components and cladding = +10 P5F, -15.8 PSF Deslgn Floor Load (Section 1603.1.1): 100 P5F There are no special requirements under Section 1621 to be met for this structure. 5TORE NAME, ABBREVIATION b NO. _--- LAKE OEOROE OUTLETS - LC -70B - 458 SITE LOCATION 1455 US ROUTE q - LAKE OEOROE, NY 12545 P.O. BOX 435 5ARATOGA SPRINGS, NY 12,566 `TEL (518)581-1200 FAX (518)581-1209 DRAWN BY: GP 5GALE: 1/4"= I' -O" DATE: 2/19/1 b DRAWING NO.. A—& TITLE: TRUSS PLAN 3" CONDUIT�\ UNDERGROUND ELEG. FROM POLE ELEGTRIG METER 6'-1 -7/16" ,x 51 NGLE GANG BOX IN - SOFFIT H/POHER FOR HEAT TAPE MOTION 5EN50R LIGHT SOFFIT MOUNTED REMOTE LED MOUNTED IN ENGL05URE EXTERIOR EMERGENCY LIGHT TO BE TIED INTO LIGHT OVER BACK DOOR 2 PHONE LINES FROM DOOR MAG. ALARM PANEL WIRED IN EXTERIOR ELEG. PANELS FRAME ON 4'x8' SHEETS OF 5/8" GDX PAINTED GRAY TRA 15FER WALL MOUNTED LED SHITGH EXTERIOR EMERGENCY DOOR MAG. LIGHT HIRED IN FRAME FIRE ALARM H N [`kr[) GRA ABOVEv PHOTO CELL LOCATION - TO CONTROL EXTERIOR LIGHTS (APROX. &' HIGH) 42" A.F.F HALL MOUNTED LED LIGHTING. MOUNTING HEIGHT AT 9.5' A.F.F. 6 TOTAL 51NOLE GANG BOX IN SOFFIT W/POWER FOR HEAT TAPE NOTE: ROOF OR PAD TO TO HAVE 20 AMP 3 PHASE DISCONNECT FOR COMPRESSOR, 1-20 AMP GFI 360 MOTION SENSOR INTERIOR SHOP LIGHT 5HITGHE5, ALARM KEY PAD, COOLER AND FREEZER TEMP. DISPLAYS SEPARATE 20 AMP/120 VOLT CIRCUIT FOR EMERGENCY/EXIT LIGHTING OVER DOOR FIRE ALARM STROBE/HORN CEILING MOUNTED LED EXTERIOR EMERGENCY LIGHT: ELECTRIC DATA I" GONDUIT I, GIRGUIT5 Mil FROM ELEG- PROPANE EXCHANGE (D SD ALL WALL OUTLETS TO BE MOUNTED AT IB" A.F.F. UNLESS OTHERHI5E NOTED _ v N OUTLET 8 HDMI IN CEILING VERIFY LOCATION BEFORE INSTALLING 42" A.F.F. ,AT 5 CONDUIT 'ARE CONDUIT AS EG. SIGN O SD SEPARATE 20 AMP/120 VOLT CIRCUIT FOR EMERGENCY/EXIT LIGHTING OVER DOOR FO ELEGTRIG CONDUIT INTERIOR ELEG, PANELS ON 4'x8' 5HEET5 5/8" GPX PAINTED GRAY 34'-8 3/4" SWITGH FOR AIR GOMPPE55OF TO BE INSTALLED 12" AFF O° 5D TIME — CLOGK c.• (1) 5 DUI CONNVUJTS PROVIDE 42" A.F.F. HIRING FOR ELECTRIC G � H.H.H. C 5G s �C I" �e CONDUITS ®� HD D I (2) 1„ GONDUIT5 (2)1" FOR UNDER CONDUITS LED LIGHTS r—. BREAKER ON GFGI _J-�-- PROVIDE POWER TO 51GN FLUSH MOUNTED LED SOFFIT LIGHTING. 5 TOTAL A ❑ B 51N6LE GANG BOX IN SOFFIT H/POWER FOR HEAT TAPE WMINK-2 60" ABOVE GRADE ROOF OR PAD TO TO HAVE 20 AMP 3 PHASE DISCONNECT FOR o- GOMPRE55OR 360 MOTION 5EN50R GEILING MOUNTER ELEGTRIG HEATER H i ❑ - H J `J ...... ....... ' . .....0......................i.J HD , .../.___ TAMPER T F1 PROOF FIRE ALARM STROBE 12" A.F.F. FOR VIDEO GAMERA SYSTEM / E 42" A.F.F. (1) 2" GAT 5 CONDUIT I (1) 1" SPARE CONDUIT ® (1) 1" 3A5 (1) 1" ELEG. I OI SINGLE GANG BOX IN SOFFIT H/POHER FOR HEAT TAPE N r �-GEILING N ELEGTRIG 360 MOTION SENSOR REGE55ED 4x4 ELECTRICAL BOX WITH POWER FOR AIR MACHINE (BOTTOM OF BOX TO BE 52" FROM FINISHED EXTERIOR GRADE) MOTION DETECTOR � I IS" ABOVE GRADE OOUTLET FOR WORM REFRIGERATOR ® UNDER PHONE __ (3) 1" ELECTRIC CONDUIT PHONE LINE FROM CEILING DOOR MAG. BROKEN WIRED IN PHONE GLA55 FRAME DETECTOR FIRE ALARM `S\ S STROBE/HORN O F.. GAT5 AND OUTLET FOR ATM ISI -- HALL MOUNTED LED EXTERIOR EMERGENGY _ LIGHT 18" ABOV GRADE SEPARATE 20 AMP/120 VOLT CIRCUIT FOR EMERENGY/EXIT LIGHTING OVER DOOR SINGLE GANG BOX IN SOFFIT W/POHER FOR HEAT TAPE NOTE -5: ELEGTRIGAL DUPLEX OUTLET IN A DUPLEX BOX HALL PAGK o ELECTRICAL PANEL - 3 PHASE 200 AMPS BELOW SLAB CONDUIT M5 MOTION SWITGH 1. 25 AMP BREAKERS TO BE USED FOR BOTH OUTLETS IN A BOX GFu 120/208 VOLTS zQ DUPLEX GFGI OUTLET IN A DUPLEX 4' LED LIGHT ® CONDUIT PENETRATION 0 PANIC BUTTON 5ERVIGIN6 A MIGROHAVE. E30X REGE55ED SOFFIT LI6HT5 o BROKEN GLA55 DETECTOR ST TIME SWITCH O HALL FIXTURE 2. 25 AMP BREAKER TO BE USED FOR AIR COMPRESSOR GIRGUIT. ® DUPLEX OUTLET IN A QUAD BOX DUPLEX OUTLET IN A QUAD BOX (2) UTILITY GONDUIT5 LED EXIT SIGNS O TTIN ATTIC _ _ _ - � PHONE � FIRE ALARM 5TROBE/HORN i = z" - " GABLE MOTION DETECTOR INTERIOR ELEG. PANELS TO BE ALARM PANEL LOCATED MOUNTED ON 6' WIDE x FLOOR TO NEAR CEILING ABOVE O - CEILING, 5/8" GDX PAINTED GRAY ELECTRICAL PANELS 5D TIME W/2 CIRCUITS I J v{ -J6 QQ X m W J, OZO Qa�QX ANN CLOCK PHOTO CELL LOCATION - TO CONTROL EXTERIOR LIGHTS (APROX. &' HIGH) 42" A.F.F HALL MOUNTED LED LIGHTING. MOUNTING HEIGHT AT 9.5' A.F.F. 6 TOTAL 51NOLE GANG BOX IN SOFFIT W/POWER FOR HEAT TAPE NOTE: ROOF OR PAD TO TO HAVE 20 AMP 3 PHASE DISCONNECT FOR COMPRESSOR, 1-20 AMP GFI 360 MOTION SENSOR INTERIOR SHOP LIGHT 5HITGHE5, ALARM KEY PAD, COOLER AND FREEZER TEMP. DISPLAYS SEPARATE 20 AMP/120 VOLT CIRCUIT FOR EMERGENCY/EXIT LIGHTING OVER DOOR FIRE ALARM STROBE/HORN CEILING MOUNTED LED EXTERIOR EMERGENCY LIGHT: ELECTRIC DATA I" GONDUIT I, GIRGUIT5 Mil FROM ELEG- PROPANE EXCHANGE (D SD ALL WALL OUTLETS TO BE MOUNTED AT IB" A.F.F. UNLESS OTHERHI5E NOTED _ v N OUTLET 8 HDMI IN CEILING VERIFY LOCATION BEFORE INSTALLING 42" A.F.F. ,AT 5 CONDUIT 'ARE CONDUIT AS EG. SIGN O SD SEPARATE 20 AMP/120 VOLT CIRCUIT FOR EMERGENCY/EXIT LIGHTING OVER DOOR FO ELEGTRIG CONDUIT INTERIOR ELEG, PANELS ON 4'x8' 5HEET5 5/8" GPX PAINTED GRAY 34'-8 3/4" SWITGH FOR AIR GOMPPE55OF TO BE INSTALLED 12" AFF O° 5D TIME — CLOGK c.• (1) 5 DUI CONNVUJTS PROVIDE 42" A.F.F. HIRING FOR ELECTRIC G � H.H.H. C 5G s �C I" �e CONDUITS ®� HD D I (2) 1„ GONDUIT5 (2)1" FOR UNDER CONDUITS LED LIGHTS r—. BREAKER ON GFGI _J-�-- PROVIDE POWER TO 51GN FLUSH MOUNTED LED SOFFIT LIGHTING. 5 TOTAL A ❑ B 51N6LE GANG BOX IN SOFFIT H/POWER FOR HEAT TAPE WMINK-2 60" ABOVE GRADE ROOF OR PAD TO TO HAVE 20 AMP 3 PHASE DISCONNECT FOR o- GOMPRE55OR 360 MOTION 5EN50R GEILING MOUNTER ELEGTRIG HEATER H i ❑ - H J `J ...... ....... ' . .....0......................i.J HD , .../.___ TAMPER T F1 PROOF FIRE ALARM STROBE 12" A.F.F. FOR VIDEO GAMERA SYSTEM / E 42" A.F.F. (1) 2" GAT 5 CONDUIT I (1) 1" SPARE CONDUIT ® (1) 1" 3A5 (1) 1" ELEG. I OI SINGLE GANG BOX IN SOFFIT H/POHER FOR HEAT TAPE N r �-GEILING N ELEGTRIG 360 MOTION SENSOR REGE55ED 4x4 ELECTRICAL BOX WITH POWER FOR AIR MACHINE (BOTTOM OF BOX TO BE 52" FROM FINISHED EXTERIOR GRADE) MOTION DETECTOR � I IS" ABOVE GRADE OOUTLET FOR WORM REFRIGERATOR ® UNDER PHONE __ (3) 1" ELECTRIC CONDUIT PHONE LINE FROM CEILING DOOR MAG. BROKEN WIRED IN PHONE GLA55 FRAME DETECTOR FIRE ALARM `S\ S STROBE/HORN O F.. GAT5 AND OUTLET FOR ATM ISI -- HALL MOUNTED LED EXTERIOR EMERGENGY _ LIGHT 18" ABOV GRADE SEPARATE 20 AMP/120 VOLT CIRCUIT FOR EMERENGY/EXIT LIGHTING OVER DOOR SINGLE GANG BOX IN SOFFIT W/POHER FOR HEAT TAPE NOTE -5: ELEGTRIGAL DUPLEX OUTLET IN A DUPLEX BOX HALL PAGK o ELECTRICAL PANEL - 3 PHASE 200 AMPS BELOW SLAB CONDUIT M5 MOTION SWITGH 1. 25 AMP BREAKERS TO BE USED FOR BOTH OUTLETS IN A BOX GFu 120/208 VOLTS zQ DUPLEX GFGI OUTLET IN A DUPLEX 4' LED LIGHT ® CONDUIT PENETRATION 0 PANIC BUTTON 5ERVIGIN6 A MIGROHAVE. E30X REGE55ED SOFFIT LI6HT5 o BROKEN GLA55 DETECTOR ST TIME SWITCH O HALL FIXTURE 2. 25 AMP BREAKER TO BE USED FOR AIR COMPRESSOR GIRGUIT. ® DUPLEX OUTLET IN A QUAD BOX DUPLEX OUTLET IN A QUAD BOX EXIT F----] LED EXIT SIGNS O SMOKE DETECTOR ❑ FIRE ALARM 5TROBE/HORN � MOTION DETECTOR U PYRO AEGIS R CHEM 5D - a 360 MOTION SENSOR W/2 CIRCUITS I J v{ -J6 QQ X m W J, OZO Qa�QX ANN O EMPLOYEE BUZZER 2 DUPLEX OUTLETS IN A QUAD BOX ryJB-`—t OQ V' EMERGENGY LIGHT PAK O HEAT DETECTOR � HDMI OUTLET -{Q COMPUTER DATA GAT5 Lo HD J -BO Q O z EVO LED EMERGENGY LI6H ®N D SINGLE 25A OUTLET IN A QUAD BOX 2-I" GONWTS EMERGENGY/EXIT LIGHT I�AK O CARBON MONOXIDE � I' Key Pad KEY PAD W/13UN5EE CORDS J v ww 15.5 A DETECTOR 3 I'X4' HRAP AROUND By SINGLE 25A OUTLET IN A DUPLEX BOX EXHAUST FAN GO fn LED LIGHT FIXTURE IYm ® SINGLE 240V OUTLET IN A QUAD BOX d `fl AIR COMPRESSOR 150 �b PHOTO CELL 2'x4' LED LIGHT eFu Fr�® $ 51NOLE POLE SHITGH Box ~ TELEPHONE El— FIRE ALARM SYSTEM Q THERMOSTAT 51NOLE 240\/ OUTLET IN A QUAD BOX I> FIRE EXTINGUISHER (:DO/ T TEMP. ALARM BELL AND BUZZER ❑ r m ❑H' ELEVATION A ELEVATION B ELEVATION G ELEVATION D ELEVATION E GrABINET OUTLET LAYOUT A-7 5GALE:N.T.5. GPO55 REFERENGENONE OUTLET ON SAME 20 AMP CIRCUIT A5 BLUE POWER STRIP FROM MAIN PANEL ALARM EaUIP.EE EQUIP. ALARM EGtUIP. POWER STRIP ON DEDICATED 20 AMP GIRGUIT FROM MAIN PANEL POWER STRIP ON DEDICATED 20 AMP CIRCUIT FROM GA5 PANEL (2) 1" CONDUITS FOR 'V b GRINDER PUMP fi (I) I" ALARM _ CONDUIT FOR GAMERA5ADBAND SPLICE O AT LIGHT POLE I - CONDUIT SIZE AND QUANTITY MAY NOT AGGURATELY DEPICT WHAT WILL BE INSTALLED (SEE CONDUIT PLAN FOR QUANTITY AND SIZE) INTERIOR ELECTRIC AND 6A5 PANEL DET, 56ALE:N.T.5. GROSS REFERENGEHONE Z J U I I HEAT HEAT APE TAPE 0" AT 3' WIKE TROUGH BACKUP11 BAGKUP DU :Fx OhTLET 36" POWER STRIP 5 GO DETEGTOR OUTLETS FOR UIP k DIP FRIDGE IN HALL �p U PYRO AEGIS R CHEM - GONTAGTOR N GTOM 6 a I J v{ -J6 QQ X m W J, OZO Qa�QX ANN Na -X PR01 O ryJB-`—t OQ V' O O 0 u N.M Z m PROVIDE EYE HOOKS IN J -BO Q O z EVO C) 2-I" GONWTS � mm CO z TO HOLD DOOR5 OPEN FOR _ 't W/13UN5EE CORDS J v ww 15.5 A 3 fn cLl OGIK cL GAT f m z IYm d `fl 150 �b Box ~ ¢m ry N i GRINDER PUMP 2'TR000H �O R GONTROL m r DOx (2) 1" CONDUITS FOR 'V b GRINDER PUMP fi (I) I" ALARM _ CONDUIT FOR GAMERA5ADBAND SPLICE O AT LIGHT POLE I - CONDUIT SIZE AND QUANTITY MAY NOT AGGURATELY DEPICT WHAT WILL BE INSTALLED (SEE CONDUIT PLAN FOR QUANTITY AND SIZE) INTERIOR ELECTRIC AND 6A5 PANEL DET, 56ALE:N.T.5. GROSS REFERENGEHONE 4'x8' SHE OF AZEK v Iv-Wy NQW L M L zZ� �I! [MFETEl rri r� E 4 32$63 a,``° ALTERATIONS TO THI5 DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUGATION LAN N GRADE CONDUIT 51ZE AND QUANTITY MAY NOT AGGURATELY DEPICT WHAT WILL BE INSTALLED EXTERIOR ELECTRIC AND OAS PANEL DETAIL 5GALE:N,T.5, CROSS REFERENGB:IONE STORE NAME, ABBREVIATION E NO, LAKE OEOROE OUTLETS - LOOB - 458 517E LOCATION 1433 US ROUTE q - LAKE OEOROE, NY 12845 DATE NO. I I HEAT HEAT APE TAPE 0" AT 3' WIKE TROUGH 1 2 GO DETEGTOR OUTLETS FOR UIP k DIP FRIDGE IN HALL GONTAGTOR I J v{ -J6 QQ X OZO W J, OZO Qa�QX ANN Na -X NIX ryJB-`—t OQ V' O ,ftp O I - N.M Z m PROVIDE EYE HOOKS IN INTERIOR OF DOOR AND EXTERIOR BUILDING HALL 2-I" GONWTS TO HOLD DOOR5 OPEN FOR W/13UN5EE CORDS 15.5 A 4'x8' SHE OF AZEK v Iv-Wy NQW L M L zZ� �I! [MFETEl rri r� E 4 32$63 a,``° ALTERATIONS TO THI5 DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUGATION LAN N GRADE CONDUIT 51ZE AND QUANTITY MAY NOT AGGURATELY DEPICT WHAT WILL BE INSTALLED EXTERIOR ELECTRIC AND OAS PANEL DETAIL 5GALE:N,T.5, CROSS REFERENGB:IONE STORE NAME, ABBREVIATION E NO, LAKE OEOROE OUTLETS - LOOB - 458 517E LOCATION 1433 US ROUTE q - LAKE OEOROE, NY 12845 DATE NO. REVISIONS 2/2/16 3/21/16 1 2 GO DETEGTOR OUTLETS FOR UIP k DIP FRIDGE IN HALL DRAWN BY: Gp DATE: 2/I q/I F7 DRAWING NO. A-7 TITLE: ELEGTRIGPL PLf�N ELECTRIC DATA o ELECTRICAL PANEL - 3 PHASE 200 AMPS 120/208 VOLTS 4' LED LIOHT ST TIME 5HITGH SMOKE DETECTOR � DUPLEX OUTLET IN A DUPLEX BOX WALL PACK HQ DUPLEX 6FGI OUTLET IN A DUPLEX O CARBON MONOXIDE DETECTOR BOX REGE55ED SOFFIT LIGHTS Ea DUPLEX OUTLET IN A QUAD BOX ED LED EXIT SIGNS ® DUPLEX OUTLET IN A QUAD BOX 1^1/2 CIRGUIT5 �-(� EMERGENCY LIGHT PAK 2 DUPLEX OUTLETS IN A QUAD BOX Y ®N 51NGLE 25A OUTLET IN A QUAD BOX EMERGENGY/EXIT LIGHT PAK �y 51N6LE 25A OUTLET IN A DUPLEX BOX ® SINGLE 240V OUTLET IN A QUAD BOX IS EXH?J15T FAN GFCI $ SINGLE POLE 5HITGH ® SINGLE 240\1 OUTLET IN A QUAD BOX FIRE EXTING0I5HER BELOH SLAB CONDUIT I'X4' WRAP AROUND LED LIGHT FIXTURE • CONDUIT PENETRATION PHOTO CELL o BROKEN OLA55 DETECTOR ❑ FIRE ALARM STROBE/HORN El- FIRE ALARM 5Y5TEM In 360 MOTION 5EN50R M5 MOTION 5HITGH -4� HDMI OUTLET 0 PANIC BUTTON LED EMERGENCY LIGHT Q- HALL FIXTURE 9 CEILING HEATER lf�l MOTION DETECTOR o ELECTRICAL PANEL - 3 PHASE 200 AMPS 120/208 VOLTS 4' LED LIOHT ST TIME 5HITGH SMOKE DETECTOR O HEAT DETECTOR HQ O CARBON MONOXIDE DETECTOR GO OAIR GOMPRE-55OR -1{> TELEPHONE O EMPLOYEE BUZZER (Q COMPUTER DATA GAT5 KEY PAD [5— 1 2'x4' LED LIGHT SELL AND BUZZER QT THERM05TAT FT TEMP. ALARM a»c3�a``. ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK 5TATE EDUCATION LAN 5TORE NAME, ABBREVIATION d NO. LAKE GEORGE OUTLETS - LGOB - 458 r LOCATION 1433 US ROUTE q - LAKE GEORGE, NY 12845 DATE NO. REVISIONS vias P.O. BOX 435 1 5ARATOOA 5PRIN65, NY 12866 TEL. (515)551-1200 FAX (515)581-1209 DRAWN BY: GP 5GALE: I/4"= I' -O" DATE: 2/Iq/16 DRAWING NO. A-8 TITLE: ELEGTR►GAL - GONDUIT LOCATIONS (5) LIGHTS WIRED TO SAME SWITGH A5 GOOLER DOOR LI6H7 nLL rmum FINISHED DRYWALL i r riE $ipZ��c ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW STORE NAME, ABBREVIATION 6 LOCATION LAKE OEOROE OUTLETS - LOOB - 458 1455 US ROUTE G - LAKE OEORCCE, NY 12845 DATE NO. REVISIONS P.O. BOX 455 5ARAT00A SPRINGS, NY 12866 TEL. (518)581-1200 FAX (518)581-120q DRAWN BY: Gp 5GALE: /4"=]'-O" DATE: 2/lq/16 DRAWING No.. A—q TITLE: INTERIOR LIOHTINO INSTALL OWEN5 CORNING FLEX WEATHERLOGK SELF SEALING ICE $ WATER BARRIER (3 ROWS) IN ALL VALLEYS FYPON MOULD] NG- MLD44q-I6 MITER GUT $ CAULK ALL FYPON JOINTS R=4q KRAFT FACED FIBERGLA55 INSULATION SEAMLESS GUTTER/ GONTINUOU5-J VENTED VINYL SOFFIT SEAMLESS GUTTER ROOFING INSTALLER MUST BE OWEN5 CORNING CERTIFIED AT THE PREFERRED PROTECTION LEVEL OMENS CORNING VENTSURE RIDGE VENT W/RIDGE SHINGLES 12" jTRU55 CLIPS TO BE INSTALLED ON ALL TRUSSES WHERE INTERI, WALL5 CONNECT TO TRUSSES N.Y.5. APPROVED TRU55E5 2-O"o.o. 3" MIN, GLEARANGE, TYP. FOUNDATION INSULATION TO BE FASTENED TO FOUNDATION WALL USING HILTI IN5ULATION ANCHORS (IDP 4/6) I FRONT WALL 5EGTION A-10 SCALE: 1/2"=1'-O" GRO55 REFERENGE:A-5 TRU55 CLIPS TO BE INSTALLED ON ALL TRU55E5 WHERE INTERIOR WALLS CONNECT TO TRUSSES 11 F- R -4q KRAFT FACED FI5ERGLA55 INSULATION Jz `-"5/8" �- 5/8" TYPE "X" GYPSUM TYPE "X" G YPSUM J �- 5/4 FURRING RETURN DUGT WALLBOARD WALLBOARD OPENING WALLBOARD 0 0 0 o O.G. SEE CONTRACTOR NOTE w O FOR PAINT SPECS 5'-1" LAYER OF 5/8" TYPE "X" GYP5UM WALLBOARD WITH STAGGERED WALLBOARD WITH STAGGERED JOINTS SCREWED DIRECTLY TO -HARDIEPLANK LAP 51PINO JOINTS 5GREWED DIREGTLY TO HURRIGANE CLIPS TO BE INSTALLED ON TRU55 PER CODE FOR PAINT 5PEG5 5TUD5, TYPICAL BOTH SIDES RETAIL ~ HARDIEPLANK LAP SIDING 2"xb" WOOD BLOCKING TO w SECURE ALL WALL SHELVING $ AZEK TRIM TO BE 5/5" TYPE "X" GYPSUM U FIRE BLOCKING 4' EXPOSURE: ZO" INSTALLED PER Q -R6 ZIP SYSTEM SHEATHING MANUFA6TURE'5 SPEC. WITH ZIP SYSTEM TAPE 2X6 FIRE BLOCKING N O INSTALLED PER 4' ABOVE FLOOR 2x6 STUDS 16" O.G. O MANUFACTURER'S SPEC,. --1 w z � SEE CONTRACTOR NOTE O -HARDIEPLANK LAP SIDING FOR PAINT SPECS Q "E55URE TREATED PLATE 2"LGE STYLE: SELECT GEDARMILLLu SILL INSULATION FROM R6 ZIP SYSTEM TO BEIG COLOR: GOBBLE STONEU TILE COVE BASE GRAFT FACED O IT EXPOSURE: 7.0" FIBERGLASS INSULATION FIB Q IT -R6 ZIP SYSTEM SHEATHING 4" CONCRETE SLAB O z 2X6 FIRE BLOGKING O SKIRT BOARD I 4' ABOVE FLOOR ;p U � GRADE /ARIE51 ENVIRONMENTAL -------- 10 MIL VAPOR -aDo-a --- -° oa�F- o BARRIER 1 � 5TONEWORK 1 DRILL AND PIN WALL DRIPLED6E + I TO SLAB W/#5 REBAR ENVIRONMENTAL 1/2" DIA. ANCHOR BOLTS 6-O"o.c. 8" GA5T-IN-PLACE I" AT 4' O.G. STONEWORK STONE CONCRETE FOUNDATION- VENEER, VENEER TO BE 2"xb" FRE55URE TREATED PLATE " #5 REBAR AT 4' O.G. (VERT.) INSTALLED PER •• 1 2" INSULATION (EXTRUDED POLYSTYRENE) 4" CONCRETE 51DEWALK MANUFACTURE'S SPEC. ' q• SILL SEAL CE RAMIG TILE FLOOR w/ 6x6-10/IOw.w.m. STYLE: LEDGE5TONE WALL, 3 ROWS 5' TO l', 4 ROWS T TO q' MIG TILE W/ #5 REBAR (w/8" HAUNCH) GOLOR: CAROLINA COVE BASE r 4" GONGRETE SLAB W/ / 6x6-10/I0w.w.m. Q I GRADE --SLOPE 2% - " •' S ' '?—a .. x--.x� 0°o p -- apoa-------eooa>°o - �o - 10 MIL VAPOR BARRIER � �. x ° o •I . .� ooO°Doo •I o o° 8 0 °Oo 3" MIN. CLEARANCE, TYP. 2'-6" 3 REAR WALL 5EGTION A-10 I, PIN 51DEWALK TO1 pRILL AND PIN WALL 18" PEA STONE GROSS REFERENGE:A-5 a_FOUNDATION PIN DELIVERY WALL I TO SLAB W/#5 REBAR PAD TO FLOOR ._ 6"-3/4 " AT 4' O.G. z E STUNNED 8" CAST -IN-PLACE • STONE CONCRETE its REBAR AT 4' O.G. (VERT.) O FOUNDATION WALLS " 1 2" INSULATION (EXTRUDED POLYSTYRENE) — m �•1 v CONCRETE FOOTINGf #5 REBAR (HORIZ) 2 ROWS UP TO 5' I W #5 REBAR WALL, 3 ROWS 5' TO l', 4 ROWS l' TO q' I' #5 REBAR AT 4' O.G, 3" MIN, GLEARANGE, TYP. FOUNDATION INSULATION TO BE FASTENED TO FOUNDATION WALL USING HILTI IN5ULATION ANCHORS (IDP 4/6) I FRONT WALL 5EGTION A-10 SCALE: 1/2"=1'-O" GRO55 REFERENGE:A-5 TRU55 CLIPS TO BE INSTALLED ON ALL TRU55E5 WHERE INTERIOR WALLS CONNECT TO TRUSSES 11 F- R -4q KRAFT FACED FI5ERGLA55 INSULATION CERAMIC TILE FLOOR RETAIL 5HELVINO BLOCKING SCALE: 1/2"=1'-0" GRO55 REFERENGE:A-5 TRU55 CLIPS TO BE INSTALLED ON ALL TRUSSES WHERE INTERIOR HALLS CONNECT TO TRU555E5 F- R -4q KRAFT FACED FIBERGLASS INSULATION 5/8" TYPE "X" GYPSUM -J - - - - - - -I �- 5/8" TYPE "X" GYPSUM 5/8" TYPE "X" GYP5UM RETURN DUGT WALLBOARD WALLBOARD OPENING WALLBOARD 0 0 0 o L-- -J SEE CONTRACTOR NOTE w O FOR PAINT SPECS I LAYER OF 5/8" TYPE "X" GYPSUM LAYER OF 5/8" TYPE "X" GYP5UM WALLBOARD WITH STAGGERED WALLBOARD WITH STAGGERED JOINTS SCREWED DIRECTLY TO -HARDIEPLANK LAP 51PINO JOINTS 5GREWED DIREGTLY TO STUDS, TYPICAL BOTH 51DE5 FOR PAINT 5PEG5 5TUD5, TYPICAL BOTH SIDES RETAIL ~ BACKROOM 2"xb" WOOD BLOCKING TO w SECURE ALL WALL SHELVING COLOR: GOBBLE STONE R-21 GRAFT FACED U FIRE BLOCKING 4' EXPOSURE: ZO" ABOVE FLOOR CERAMIC TILE FLOOR RETAIL 5HELVINO BLOCKING SCALE: 1/2"=1'-0" GRO55 REFERENGE:A-5 TRU55 CLIPS TO BE INSTALLED ON ALL TRUSSES WHERE INTERIOR HALLS CONNECT TO TRU555E5 F- R -4q KRAFT FACED FIBERGLASS INSULATION 5/8" TYPE "X" GYPSUM -J - - - - - - -I 5/8" TYPE "X" WALLBOARD RETURN DUGT GYPSUM OPENING WALLBOARD 0 0 0 o L-- -J SEE CONTRACTOR NOTE w O FOR PAINT SPECS I LAYER OF 5/8" TYPE "X" GYPSUM WALLBOARD WITH STAGGERED JOINTS SCREWED DIRECTLY TO -HARDIEPLANK LAP 51PINO STUDS, TYPICAL BOTH 51DE5 FOR PAINT 5PEG5 2"x6" WOOD BLOCKING TO BAGKROOM SECURE BACKROOM WALL SHELVING \dl 11 FIRE BLOCKING 4' ABOVE FLOOR 2"xb" WOOD BLOCKING TO SECURE BACKROOM WALL SHELVING CERAMIC TILE FLOOR-, BAGKROOM 5HELV I NC BLOGKI NCS 5GALE: 1/2"=1'-O" GRO55 REFERENGE:A-5 OWEN5 CORNING VENTSURE RIDGE VENT W/RIDGE SHINGLES ROOFING INSTALLER MUST BE OWEN5 CORNING GERTIFIED AT THE PREFERRED PROTECTION LEVEL 5/8" ORIENTED STRAND BOARD (05B) W/H-GLIPS— OMENS GORNING PROARMER SYNTHETIC ROOF UNDERLAYMENT OMENS CORNING TRUDEFINITIONE DURATION SHINGLES (COLOR: ESTATE GRAY) OMENS CORNING FLEX WEATHERLOGK SELF SEALING ICE 8 WATER BARRIER (3 ROWS) OWEN5 CORNING STARTER SHINGLES WIDE EDGE DRIP EDGE - SEAMLESS GUTTER 0.26 ALUMINUM FA5GIA 2x6 SUB-FA5GIAI j/ 5-1" CONTINUOUS VENTED -HARDIEPLANK LAP 51DINO VINYL SOFFIT STYLE: 5ELEGT GEDARMILL COLOR: GOBBLE STONE EXPOSURE: 7.0" -R6 ZIP SYSTEM SHEATHING �E e" 1.00" CLEARANCE ALL AROUND DUCT IF RECIUIRED SUPPLY DUCT FINISHED INTERIOR OPENING q-1/2"x2q-I/2" RETURN DUCT FINISHED INTERIOR OPENING 15-3/4"x2q-3/4" 1.00" CLEARANCE ALL AROUND DUGT IF REQUIRED ATTACH TO BOTTOM PLATE OF HALL 4" CONCRETE SIDEWALK w( 6x6-10/10H.w.m. (w/8" HAUNCH) � • X.— (3) 8" MIGROLAM HEADER r------� I SUPPLY DUCT OPENING OMENS CORNING VENTSURE RIDGE VENT M/RIDGE SHINGLES 12" 5"1 / `-NEW YORK APPROVED TRUSSES 2'-O"o.c. HURRICANE CLIPS TO BE INSTALLED ON TRU55 PER CODE KRAFT FACED FIBERGLA55 INSULATION —5/8" TYPE "X" GYPSUMS L5/4 FURRING 2'-O" O.G. — (3) II -7/8" MIGROLAM HEADERS ALUMINUM FRAME TRUSS CLIPS TO BE INSTALLED ON ALL TRUSSES WHERE INTERIOR HALLS CONNECT TO INTERIOR WALLS rr�GOT GTOR NOTE FOR PAINT P I" THERMO-PANE OLA55 WN -0.36 MAX. d 0.40 SHGG DOOR GLASS TO HAVE A U-0.77 MAX. b 0.40 5H6C, 2x6 STUDS 16" O.G I 1/2" DIA. ANCHOR BOLTS 6-0"o.c. 2"x6" PRESSURE TREATED PLATE BILL SEALGERAMIG TILE FLOOR GERAMIG TILE 4" GONGRETE SLAB COVE BASE M/ 6x6-10/IOw.w.m. ,x x x--x---•x °o s -- oapoa– – za obo-- 10 MIL VAPOR BARRIER oo°Ooo 1 °O PIN SIDEWALK TOSIDEWALK TO �• DRILL AND PIN FOUNDATION WALL WALL TO SLAB W/45 18" PEA STONE O 6"-3/4" REBAR AT 4' O.G. T CRUSHED 8" CAST -IN-PLACE I m STONE CONCRETE #5 REBAR AT 4' O.G. (VERT) FOUNDATION WALLS ,J 2" INSULATION (EXTRUDED POLYSTYRENE) CONCRETE FOOTIN{I. #5 REBAR (HORIZ.) 2 ROWS UP TO 5' W/ #5 REBAR . n ., WALL, 3 ROWS 5' TO T, 4 ROWS l' TO q' 1 #5 REBAR AT 4' O.G. Q "... • 5 FOUNDATION INSULATION TO BE FASTENED a -.-t."... TO FOUNDATION WALL USING HILTI INSULATION ANGHOR5 (IDP 4/6) 3" MIN. CLEARANCE, TYP. 2'-6" 2 FRONT WALL 5EGTION A-10 SCALE: 1/2"=P -O" GRO55 REFERENGE:A-5 5 46 115" 42 l/e' -----------–_----- - - - - - - -I 5/8" TYPE "X" GYPSUM RETURN DUGT HARDIEPLANK LAP SIDING TO BE OPENING 0 0 0 o L-- -J w O OMENS CORNING VENTSURE RIDGE VENT M/RIDGE SHINGLES 12" 5"1 / `-NEW YORK APPROVED TRUSSES 2'-O"o.c. HURRICANE CLIPS TO BE INSTALLED ON TRU55 PER CODE KRAFT FACED FIBERGLA55 INSULATION —5/8" TYPE "X" GYPSUMS L5/4 FURRING 2'-O" O.G. — (3) II -7/8" MIGROLAM HEADERS ALUMINUM FRAME TRUSS CLIPS TO BE INSTALLED ON ALL TRUSSES WHERE INTERIOR HALLS CONNECT TO INTERIOR WALLS rr�GOT GTOR NOTE FOR PAINT P I" THERMO-PANE OLA55 WN -0.36 MAX. d 0.40 SHGG DOOR GLASS TO HAVE A U-0.77 MAX. b 0.40 5H6C, 2x6 STUDS 16" O.G I 1/2" DIA. ANCHOR BOLTS 6-0"o.c. 2"x6" PRESSURE TREATED PLATE BILL SEALGERAMIG TILE FLOOR GERAMIG TILE 4" GONGRETE SLAB COVE BASE M/ 6x6-10/IOw.w.m. ,x x x--x---•x °o s -- oapoa– – za obo-- 10 MIL VAPOR BARRIER oo°Ooo 1 °O PIN SIDEWALK TOSIDEWALK TO �• DRILL AND PIN FOUNDATION WALL WALL TO SLAB W/45 18" PEA STONE O 6"-3/4" REBAR AT 4' O.G. T CRUSHED 8" CAST -IN-PLACE I m STONE CONCRETE #5 REBAR AT 4' O.G. (VERT) FOUNDATION WALLS ,J 2" INSULATION (EXTRUDED POLYSTYRENE) CONCRETE FOOTIN{I. #5 REBAR (HORIZ.) 2 ROWS UP TO 5' W/ #5 REBAR . n ., WALL, 3 ROWS 5' TO T, 4 ROWS l' TO q' 1 #5 REBAR AT 4' O.G. Q "... • 5 FOUNDATION INSULATION TO BE FASTENED a -.-t."... TO FOUNDATION WALL USING HILTI INSULATION ANGHOR5 (IDP 4/6) 3" MIN. CLEARANCE, TYP. 2'-6" 2 FRONT WALL 5EGTION A-10 SCALE: 1/2"=P -O" GRO55 REFERENGE:A-5 5 46 115" 42 l/e' -----------–_----- _BOTTOP 5/8" TYPE "X" GYPSUM HARDIEPLANK LAP SIDING TO BE 0 0 0 0 a 0 0 0 o 91 I/2" w O - THIS STRUCTURAL MEMBER LOCATED TO MATCH STUD SPACING FOR REST OF WALL. A SECOND MEMBER MAY BE REQUIRED FOR 50ME WALLS. 5 TON BARD FRRMONG DETAIL SGALE:NONE CRO55 REFERENGE:A-5 I OF TRUSSES 11/4' 5/4" PVC, BOARD MOUNTING HOLE5 (TYP) ROOFING INSTALLER MUST BE OWEN5 CORNING CERTIFIED AT THE PREFERRED PROTEGTION LEVEL 5/8" ORIENTED STRAND BOARD (055) H/H-GLIP5 OWEN5 CORNING PROARMER SYNTHETIC ROOF UNDERLAYMENT OMENS CORNING TRUDEFINITIONE DURATION SHINGLES (COLOR: ESTATE GRAY) OWEN5 CORNING VENT5URE RIDGE VENT W/RIDGE SHINGLES -NEW YORK APPROVED TRUSSES 2'-O"o.c OWEN5 CORNING FLEX WEATHERLOGK SELF SEALING IGE t HURRICANE CLIPS TO BE INSTALLED ON TRU55 PER CODE WATER BARRIER (3 ROWS) OMENS CORNING STARTER R -4q KRAFT FACED FIBERGLASS INSULATION SHINGLES WIDE EDGE DRIP EDGE SEAMLESS GUTTER 0.26 ALUMINUM FASCIA 5/8" TYPE "X" GYPSUM 5/4 FURRING 2x6 SUB-FA5GIA 2'-O^ 2-0" O.G. CONTINUOUS VENTED VINYL SOFFIT #5 REBAR '— 6"-3/4" CRUSHED STONE 6" CONCRETE 51DENALK w/ 6X6-I0/10H.w.m. • #5 REBAR DEL I VERY PAD 5EGTI ON A-10 5GALE: NONE GR055 REFERENGE:A-5 �gEN ALTERATIONS TO TH15 DOCUMENT DY OTHER THAN AN AUTHORIZED LICENSED FROFE551ONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAN POUR SLAB OVER TOP OF WALL AT DELIVERY DOOR LOCATION BUILDING FOUNDATION WALL BUILDING FOOTING NAME, ABBREVIATION 8 NO. LAKE GEORGE OUTLETS — LGOB — 458 SITE LOCATION 1455 U5 ROUTE q — LAKE GEORGE, NY I2545 DATE NO, REVISIONS P.O. BOX 435 SARATOGA SPRINGS, NY 12866 TEL. (518)581-1200 FAX (518)581-120q DRAWN BY: GP SCALE: AS SHOWN DATE: 2/1C,/I6 DRAWING NO. A-10 TITLE: BUILDING SECTIONS 5/8" TYPE "X" GYPSUM HARDIEPLANK LAP SIDING TO BE 2X6 5ND5 I6" O.G. INSTALLED PER MANUFACTURE'S SPEC. w O SEE CONTRACTOR NOTE O -HARDIEPLANK LAP 51PINO FOR PAINT 5PEG5 ~ STYLE: SELECT GEDARMILL w O COLOR: GOBBLE STONE R-21 GRAFT FACED U O EXPOSURE: ZO" FIBERGLASS INSULATION Q -R6 ZIP SYSTEM SHEATHING WITH ZIP SYSTEM TAPE 2X6 FIRE BLOCKING O INSTALLED PER 4' ABOVE FLOOR - O MANUFACTURER'S SPEC,. --1 v 1/2" DIA. ANCHOR BOLT5 6-0"o.6. "E55URE TREATED PLATE 2"LGE SILL INSULATION FROM R6 ZIP SYSTEM TO BEIG TILE COVE BASE TRIMMED BAGK 50 SHEATHING OVERHANGS FOUNDATION WALL. OVERHANG LENGTH GERAMIG TILE FLOOR VARIE5 BASED ON LOCATION 4" CONCRETE SLAB SKIRT BOARD I - • —x x•=x---z x—x x-.-xya . •. � GRADE /ARIE51 °• i. -------- 10 MIL VAPOR -aDo-a --- -° oa�F- o BARRIER 1 � 1 DRILL AND PIN WALL I TO SLAB W/#5 REBAR 18" PEA STONE 8" GA5T-IN-PLACE I" AT 4' O.G. CONCRETE FOUNDATION- HALLS " #5 REBAR AT 4' O.G. (VERT.) z •• 1 2" INSULATION (EXTRUDED POLYSTYRENE) ' q• -. #5 REBAR (HORIZ.) 2 ROWS UP TO 5' CONCRETE FOOTING • 911 WALL, 3 ROWS 5' TO l', 4 ROWS T TO q' W/ #5 REBAR #5 REBAR AT 4' O.G. Q I FOUNDATION INSULATION TO BE FASTENED - " •' S ' '?—a .. TO FOUNDATION WALL USING HILTI INSULATION ANGHOR5 (IDP 4/6) 3" MIN. CLEARANCE, TYP. 2'-6" 3 REAR WALL 5EGTION A-10 5GALE:1/2"=1'-O" GROSS REFERENGE:A-5 PIN DELIVERY PAD TO FLOOR ._ #5 REBAR '— 6"-3/4" CRUSHED STONE 6" CONCRETE 51DENALK w/ 6X6-I0/10H.w.m. • #5 REBAR DEL I VERY PAD 5EGTI ON A-10 5GALE: NONE GR055 REFERENGE:A-5 �gEN ALTERATIONS TO TH15 DOCUMENT DY OTHER THAN AN AUTHORIZED LICENSED FROFE551ONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAN POUR SLAB OVER TOP OF WALL AT DELIVERY DOOR LOCATION BUILDING FOUNDATION WALL BUILDING FOOTING NAME, ABBREVIATION 8 NO. LAKE GEORGE OUTLETS — LGOB — 458 SITE LOCATION 1455 U5 ROUTE q — LAKE GEORGE, NY I2545 DATE NO, REVISIONS P.O. BOX 435 SARATOGA SPRINGS, NY 12866 TEL. (518)581-1200 FAX (518)581-120q DRAWN BY: GP SCALE: AS SHOWN DATE: 2/1C,/I6 DRAWING NO. A-10 TITLE: BUILDING SECTIONS ROOFING INSTALLER MUST BE OHEN5 CORNING GERTIFIED AT THE PREFERRED PROTECTION LEVEL 5/8" ORIENTED STRAND BOARD (055) W/H-6LIP5 OHEN5 CORNING PROARMER SYNTHETIC ROOF UNDERLAYMENT OHEN5 GORNING TRUDEFINITION DURATION SHINGLES (GOLOR: ESTATE GRAY) OHEN5 CORNING FLEX WEATHERLOCK SELF SEALING ICE 4 WATER BARRIER (3 ROW5) OHEN5 CORNING STARTER SHINGLES WIDE EDGE DRIP EDGE 5/8" TYPE "X" GYPSUM SEAHLE55 CONTINUOUS GUTTER VENTED VINYL 0.26 ALUMINUM FASCIA SOFFIT 2x6 5U5-FA5GIA 5'-O" HARDIEPLANK LAP SIDING TO BE INSTALLED PER MANU'FAGTURE5 SPEC. -HARDIEPLANK LAP SIDING STYLE: SELECT GEDARMILL COLOR: GOBBLE STONE EXP05UPE: 1.0" -R6 ZIP SYSTEM SHEATHING WITH ZIP SYSTEM TAPE INSTALLED PER MANUFAGTURER'5 SPEC. INSULATION FROM R6 ZIP SYSTEM TO BE TRIMMED BACK 50 5HEATHIN6 OVERHAN65 FOUNDATION WALL. OVERHANG LENGTH VARIES BASED ON LOCATION 5/4x8" AZEK UNIVERSAL - SKIRT BOARD 2"x6" WOOD — BLOCKING FOR BABY CHANGING TABLE 5TUD5 16" O,G. 2"x6" PPE55UPE TREATED PLAT[ OHEN5 CORNING VENTSURE RIDGE VENT W/RIDGE SHINGLES \--N.Y.5. APPROVED TRU55E5 2'-O"o.c. HURRIGANE CLIPS TO BE INSTALLED ON TRU55 PER CODE R-49 KRAFT FACED FIBERGLASS INSULATION 5/8" TYPE "X" 6YP5UM 5/4 FURING 2'-0" O.G. /2" DIA. ANCHOR BOLTS 6-O"O,c. 2"xb" PRESSURE TREATED PLATE SILL SEAL —GERAMIG TILE COVE BASE GERAMIG TILE FLOOR 4" CONCRETE SLAB W/ 6x6-10/I0w.H.M. ------ ------ MIL VAPOR BARRIER DRILL AND PIN WALL L z In 2X6 STUDS ib" O.G. w GONGRETE FOUNDATION #5 REBAR AT 4' O.G. (VERT.) z ~ SEE CONTRACTOR NOTE 2" INSULATION (EXTRUDED POLYSTYRENE) O FOR PAINT SPECS Q K W/ #5 REBAR # a" 5 REBAR AT 4' O.G. O : FOUNDATION INSULATION TO BE FASTENED R-21 GRAFT FACED 0 W/ #5 REBAR FIBEFOLA55 INSULATION <w < Q REAR WALL O z -2X6 FIRE BLOGKING ~ v 4' ABOVE FLOOR INSULATION ANGHORS (IDP 4/6)—� 2X6 FIRE BLOCKING - � O 4' ABOVE FLOOR v /2" DIA. ANCHOR BOLTS 6-O"O,c. 2"xb" PRESSURE TREATED PLATE SILL SEAL —GERAMIG TILE COVE BASE GERAMIG TILE FLOOR 4" CONCRETE SLAB W/ 6x6-10/I0w.H.M. ------ ------ MIL VAPOR BARRIER DRILL AND PIN WALL L z TO SLAB W/#5 REBAR 18" PEA STONE a 8" GA5T-IN-PLA6E ,; j '.' f.: AT 4' O.G. GONGRETE FOUNDATION #5 REBAR AT 4' O.G. (VERT.) WALLS A -II SCALE: NONE 2" INSULATION (EXTRUDED POLYSTYRENE) GRO55 REFERENGE:A-5 #5 REBAR (HORIZ) 2 ROWS UP TO 5' GONGRETE FOOTING ? -I„ Is. WALL, 3 ROWS 5' TO l', 4 ROWS T TO q' W/ #5 REBAR # a" 5 REBAR AT 4' O.G. O : FOUNDATION INSULATION TO BE FASTENED "'°:•�' -' +4-a , .=,'. TO FOUNDATION WALL USING HILTI W/ #5 REBAR INSULATION ANCHORS (IDP 4/6) 3" MIN. CLEARANCE, TYP. < Q REAR WALL 5EGTION —� A -II SCALE: 1/2"=I' -O" GRO55 REFERENCE:A-5 J" •' ' 4" CONCRETE PAD w/ 6x6-10/I0w.w.m. 1 SLOPE 2% „ GRADE o °moo cv °ga °ao ° — w -J CRUSHED STONE GOMPRE550R PAD DETAIL A-11 1 5CALE: NONE GRO55 REFERENGE:A-5 Ali 2"x2" OPENING FOR PHONE LINE CENTERED ON WALL 2"x6" BLOCKING 21.x4" BLOCKING 2"x6" BLOGKING OHEN5 CORNING VENTSURE RIDGE VENT W/RIPOE SHINGLES rlLvow-In, rnv vv: i iv 4 I/8" BE FLUSH W/MLD449 5 PORCH MOL A -II SCALE: 111=1'-O" CP055 REFERENGE:A-5 2"x6" BLOGKING 2"x2" OPENING FOR PHONE LINE 2"x4" BLOGKING 2"x6" BLOCKING PHONE BLOGKINC DETAIL A -II `SCALE: 1/2"=1'-0" GRO55 REFERENCE:A-5 INC DETAIL TRU55 PAD OUT I" WHITE FLASHING CAULK FLASHING TO MOULDING FYPON MOULDING ML0520-16 AZEK BOARD TO BE USED AS SOFFIT FOR ALL GABLE ENDS 8 GABLE END MOULDING DETA A -I I SCALE: NONE CP055 REFERENGE:A-5 ROOFING INSTALLER MUST BE OWENS GORNING CERTIFIED AT THE PREFERRED PROTECTION LEVEL OWEN5 GORNING VENTSURE RIDGE VENT W/RIDGE SHINGLES PAD OUT I" TO BRING FLUSH W/OTHER MOULDING q KRAFT FACED FIBERGLASS INSULATION 5/4 FURING-J L- 5/8" TYPE "X" GYPSUM 2'-0" O.G. HURRICANE CLIPS TO BE INSTALLED ON TRU55 PER CODE TRU55 CLIPS TO BE INSTALLED ON ALL TRUSSES WHERE INTERIOR WALLS CONNECT TO TRU55E5 5/8" TYPE "X" GYPSUM — 2x6 STUD5 16" O.G. - z I8" PEA STONE TO 51LAB W/#5 REBAR OTE SEE=P�AINT5FEG�5 BABY GHANCINC 6 TABLE BLOCKING A -II SCALE: NONE GRO55 REFERENGE:A-5 2"x2" OPENING FOR PHONE LINE CENTERED ON WALL 2"x6" BLOCKING 21.x4" BLOCKING 2"x6" BLOGKING OHEN5 CORNING VENTSURE RIDGE VENT W/RIPOE SHINGLES rlLvow-In, rnv vv: i iv 4 I/8" BE FLUSH W/MLD449 5 PORCH MOL A -II SCALE: 111=1'-O" CP055 REFERENGE:A-5 2"x6" BLOGKING 2"x2" OPENING FOR PHONE LINE 2"x4" BLOGKING 2"x6" BLOCKING PHONE BLOGKINC DETAIL A -II `SCALE: 1/2"=1'-0" GRO55 REFERENCE:A-5 INC DETAIL TRU55 PAD OUT I" WHITE FLASHING CAULK FLASHING TO MOULDING FYPON MOULDING ML0520-16 AZEK BOARD TO BE USED AS SOFFIT FOR ALL GABLE ENDS 8 GABLE END MOULDING DETA A -I I SCALE: NONE CP055 REFERENGE:A-5 ROOFING INSTALLER MUST BE OWENS GORNING CERTIFIED AT THE PREFERRED PROTECTION LEVEL OWEN5 GORNING VENTSURE RIDGE VENT W/RIDGE SHINGLES PAD OUT I" TO BRING FLUSH W/OTHER MOULDING q KRAFT FACED FIBERGLASS INSULATION 5/4 FURING-J L- 5/8" TYPE "X" GYPSUM 2'-0" O.G. HURRICANE CLIPS TO BE INSTALLED ON TRU55 PER CODE TRU55 CLIPS TO BE INSTALLED ON ALL TRUSSES WHERE INTERIOR WALLS CONNECT TO TRU55E5 5/8" TYPE "X" GYPSUM — 2x6 STUD5 16" O.G. - 1/2" DIA. ANCHOR BOLTS 6-O"O.C. 2"x6" PRESSURE TREATED PLATE SILL SEAL GERAMIG TILE FLOOR CERAMIC, TILE - 4" CONCRETE SLAB W/ COVE BASE 6x6-10/I0w.Wm. 10 MIL VAPOR-- o�---° poa-------aooao -- BARRIER AZEK BOARD TO BE USED A5 SOFFIT FOR ALL GABLE ENDS FUR OUT ALL GABLE ENI75 I" AND SHEATH WITH 1/2" 05E3 (TYP.) FYFON MOULDING MLD449-16 MITER GUT 4 CAULK ALL FYPON JOINTS F'(FON MOULDING MLD520-16 )XED IN CORNER -HARDIEPLANK LAP SIDING 5TYLE: SELECT GEDARMILL GOLOR: GOBBLE STONE EXP05URE: 1.0" -R6 ZIP SYSTEM SHEATHING HARDIEPLANK LAP SIDING TO BE INSTALLED PER MANUFACTURE'S 5PEG. ENVIRONMENTAL 5TONL'WORK DRIPLEDGE ENVIRONMENTAL 5TONEHORK STONE VENEER. VENEER TO BE INSTALLED PER MANUFACTURE'S SPEG. STYLE: LED6E5TONE COLOR: CAROLINA DRILL AND PIN WALL z I8" PEA STONE TO 51LAB W/#5 REBAR OTE SEE=P�AINT5FEG�5 AT 4' O.G. Q -PLACE #5 REBAR AT 4' O.G. (VERT.) BONGFETC 2" PERIMETER INSULATION (EXTRUDED POLYSTYRENE) w FOUNDATION WALLS #5 REBAR (HORIZ.) 2 ROH5 UP TO 5' .'H : CONCRETE FOOTING WALL, 3 ROWS 5' TO l', 4 ROW5 T TO 9' V W/ #5 REBAR R-21 GRAFT FACED - w < Q FOUNDATION INSULATION TO BE FASTENED FIBERGLA55INSULATION U TO FOUNDATION WALL USING HILTI J" •' ' O INSULATION ANGHORS (IDP 4/6)—� 2X6 FIRE BLOCKING - v 4' ABOVE FLOOR O v 1/2" DIA. ANCHOR BOLTS 6-O"O.C. 2"x6" PRESSURE TREATED PLATE SILL SEAL GERAMIG TILE FLOOR CERAMIC, TILE - 4" CONCRETE SLAB W/ COVE BASE 6x6-10/I0w.Wm. 10 MIL VAPOR-- o�---° poa-------aooao -- BARRIER AZEK BOARD TO BE USED A5 SOFFIT FOR ALL GABLE ENDS FUR OUT ALL GABLE ENI75 I" AND SHEATH WITH 1/2" 05E3 (TYP.) FYFON MOULDING MLD449-16 MITER GUT 4 CAULK ALL FYPON JOINTS F'(FON MOULDING MLD520-16 )XED IN CORNER -HARDIEPLANK LAP SIDING 5TYLE: SELECT GEDARMILL GOLOR: GOBBLE STONE EXP05URE: 1.0" -R6 ZIP SYSTEM SHEATHING HARDIEPLANK LAP SIDING TO BE INSTALLED PER MANUFACTURE'S 5PEG. ENVIRONMENTAL 5TONL'WORK DRIPLEDGE ENVIRONMENTAL 5TONEHORK STONE VENEER. VENEER TO BE INSTALLED PER MANUFACTURE'S SPEG. STYLE: LED6E5TONE COLOR: CAROLINA DRILL AND PIN WALL I8" PEA STONE TO 51LAB W/#5 REBAR AT 4' O.G. '° �' -PLACE #5 REBAR AT 4' O.G. (VERT.) BONGFETC 2" PERIMETER INSULATION (EXTRUDED POLYSTYRENE) -..; f" FOUNDATION WALLS #5 REBAR (HORIZ.) 2 ROH5 UP TO 5' .'H : CONCRETE FOOTING WALL, 3 ROWS 5' TO l', 4 ROW5 T TO 9' , . II°;' W/ #5 REBAR #5 REBAR AT 4' O.G FOUNDATION INSULATION TO BE FASTENED TO FOUNDATION WALL USING HILTI J" •' ' INSULATION ANGHORS (IDP 4/6)—� 2'-6" L. 3" MIN. GLEARANGE, TYP. 2 511?E WALL 5EGTION 5GALE:1/2 "= I' -O" GROSS REFERENGEA-5 M1-05207 1b, PAD UU I I" I u BE FLUSH W/MLD449 a CABLE END MOULDING DETAIL A -I I 5CALE: I"=1' -O" GRO55 REFERENGE:A-5 2'-0" 1 I li I I I I I I 2"X6" HEADER 1 I I I I I I I I I 1 II I I 1 I 1 I II 5/8" COX PAINTED GRAY 1 I I I I I I I 1 II II I I I I I I I I 1 I I I I 1 I I i II 1 1 I I I I I 5-'� �LEGTRIG PANEL CALE: I/2"=1' -O" GRO55 REFERENGE:A-5 FRAMING ALTERATIONS TO THI5 DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW to BATHROOM FIXTURE LAYOUT 5GALE:1 /2"= I' -O" GPO55 REFERENGEA-5 STORE NAME, ABBREVIATION 4 NO. LAKE GEORGE OUTLETS - LGOB - 458 1453 US ROUTE q - LA<E GEORGE, NY 12845 DATE 110.1 REVISIONS DRAWN BY: GP SCALE: AS SHOWN w N� DATE: 2/IG/16 DRAWING NO. P.O. BOX 435 //�� SARATOGA SPRINGS, NY 12866 A-11 TEL. (518)581-1200 FAX (510)581-1209 TITLE: BUILDING SEGTIONS - 4811 MIN. MIN. MIN. 12" MIN. 18" MIN. FRONT APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE 22" MIN. 12" HINGE APPROACH, PUSH SIDE LATCH APPROACH, PUSH SIDE FRONT APPROACH, PUSH SIDE HINGE APPROAGH, PULL SIDE .__._.........-- ................... _..... .......... LATCH APPROACH, PULL SIDE WHEELGHAIR TURNING SPAGE FRONT ELEVATION #5 REBAR (TYP.) A 5" FOUNDATION WALL ---------+----- ------ --I�J A �:5.e-C9" GURB UNDER DOORS TOP VIEW FOUNDATION 1ZEINFORGIN6 FOR ELECTRIC PANEL ENGLOSUi�E CRO55 REFERENCE:A-5 5"TOG NOTE: WATER SUPPLY AND DRAINPIPE5 UNDER SINKS TO BE INSULATED OR GONFIOURED TO PROTECT AGAINST CONTACT A /ATrlIT7Y r GACDAr.l/->=c. BATHROOM SPEGIFIGATION SPEGIFIGATIONS MATERIALS I. GYPSUM BOARD IN TOILET ROOMS TO BE WATER RESISTANT. TOILET AGGESSORIES A. GRAB BARS SHALL BE 1 1/4 " O.D., 18 GAUGE, TYPE 304 STAINLESS STEEL WITH A SATIN FINISH. RAIL SHALL BE DESIGNED FOR WALL MOUNTING WITH CONGEALED ANCHORS. B. SOAP DISPENSER TO BE KIMBERLY-CLARK PROFESSIONAL MODEL 446-6226 FOAM SOAP DISPENSER G. BATH TISSUE DISPENSER TO BE KIMBERLY-CLARK PROFESSIONAL - JRT COMBINATION TISSUE DISPENSER MODEL # Og551 D. PAPER TOWEL DISPENSER TO BE KIMBERLY-CLARK PROFESSIONAL MODEL #OG -746 E. TOILET TO BE "GERBER - ULTRA FLUSH" MODEL 21-318 F. LAVATORY TO BE "GERBER - MONTIGELLO 11" MODEL 12-658 ALL FIXTURES AND AGGE55ORIE5 TO BE SUPPLIED BY STEWART'S AND INSTALLED PER ANSI IGG AIM.1-200q ELECTRIGAL ENGLO5URE DOOR5 5"xl'-6" GURB — FOUNDATION WALL UNDER DOORS #5 REBAR (TYP.) FOOTING SECTION A -A I'-O"x-P-10" OPENING FOR GONDUIT5 FOOTING 30" CLEAR FLOOR SPACE AT LAVATORY GLEAR FLOOR SPAGE AT TOILET TOILET ROOM SIONAG A. PLACE " ADA" TOILET ROOM SIGNAGE ON WALL ADJACENT TO THE LATCH SIDE. MOUNTING HEIGHT: • SHALL BE 60" ABOVE FINISH FLOOR TO THE GENTERLINE OF THE SIGN. MOUNTING LOGATION: • SHALL BE q" FROM LATCH 51DE OF DOOR TO GENTERLINE OF '(HE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE 50 THAT A PERSON MAY APPROACH WITHIN 3 IN. OP SIGNAGE WITHOUT ENCOUNTERING PROTRUDING 05JEGT5 OR STANDING NTHIN THE SHINS OF A DOOR AZEK BOARD TO BE — USED AS SOFFIT FOR ALL GABLE ENDS FUR OUT ALL GABLE ENDS I" AND SHEATH WITH 1/2" OSB (TYP.) FYPON MOULDING- MLD44q-16 MITER GUT 8 CAULK ALL FYPON JOINTS FYPON MOULDING--� MLD520-I6 BOXED IN CORNER -- -HARDIEPLANK LAP SIDING STYLE: SELECT GEDARMILL COLOR: GOBBLE STONE EXPOSURE: 7.0" -R6 ZIP SYSTEM SHEATHING ROOFING INSTALLER MUST BE OWEN5 GORNING GERTIRED AT THE PREFERRED PROTECTION LEVEL HARDIEPLANK LAP SIDING TO BE INSTALLED PER MANUFAGTURE'5 SPEC. ENVIRONMENTAL STONEWORK --� DRIPLEDGE ENVIRONMENTAL STONEWORK STONE VENEER. VENEER TO BE INSTALLED PER MANUFAGTURE'S SPEC. STYLE: LEDGESTONE COLOR: CAROLINA 51b" TYPE "X" GYPSUM J `5/4 FURING O.G. HURRICANE CLIPS TO BE INSTALLED ON TRU55 PER CODE TRU55 CLIPS TO BE INSTALLED ON ALL TRU55E5 WHERE INTERIOR WALL5 CONNECT TO TRU55E5 — 5/8" TYPE "X" GYPSUM 2x6 STUDS 16" U.G. SEE CONTRACTOR NOTE FOR PAINT SPECS R-21 GRAFT FACED F I BER(5LA55 INSULATION 2X6 FIRE BLOCKING 4' ABOVE FLOOR -1/2" DIA. ANGHOR BOLT5 6-O"ox- -2"x6" PRE55URE TREATED PLATE -FILL SEAL —CERAMIC, TILE GOVE BASE L L 1 8" GA5T-IN-PLAGE -I CONCRETE 'n FOUNDATION WALLS . ;d CONCRETE FOOTING W/ #5 REBAR: Y L GERAMIG TILE FLOOR 4" CONCRETE SLAB N F6x6-10/IOw.w.m. ----10 MIL VAPOR BARRIER DRILL AND PIN WALL TO SLAB W/#5 REBAR 18" PEA STONE AT 4' O.G. #5 REBAR AT 4' O.G. (VERT.) 2" PERIMETER INSULATION (EXTRUDED POLYSTYRENE) #5 REBAR (HORIZ.) 2 ROWS UP TO 5' WALL, 5 ROWS 5' TO T, 4 ROW5 l' TO q' 5 REBAR Ai' 4' O.G. FOUNDATION INSULATION TO BE FASTENED TO FOUNDATION WALL U51NO HILTI INSULATION ANGHOR5 (IDP 4/6) 3" MIN. CLEARANCE, TYP. 2'-6" 1 51DE WDLL 5EGTION A-12 SCALE: 1/2"=1'-O" GRO55 REFERENGE:A-5 OWEN5 CORNING VENT5URE RIDGE VENT W/RI06E SHINGLES 5TORE NAME, ABBREVIATION 8 NO. LAKE OEOROE OUTLETS - LOOB - 458 LOCATION 1453 US ROUTE q - LAKE OEOROE N Y 12845 ZIP I ' DATE NO. REVISIONS DRAWN BY: GP 18""QAtS 4SCALE: AS SHOWN r9E SlVtl DATE: 2/IM/I6 P.O. BOX 435 DRAWING NO. 5ARATOGA 5PRIN05, NY f2666 A-12 TEL. (518)581-1200 FAX (518)581-120q ALTERATIONS TO THI5 DOCUMENT BY OTHER THANAN AUTHORIZED LICEN5ED FROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW I_ TITLE: BUILDING SECTIONS OWENS CORNING VENTSURE RIDGE VENT W/RIDGE 5HINGLE5 PAD BRING W/OTHER OUT I" TO FLUSH MOULDING R -4q KRAFT FACED FIBERGLASS AZEK BOARD TO USED AS SOFFIT FOR ALL GABLE ENDS INSULATION BE HARDIEPLANK LAP SIDING TO BE INSTALLED PER MANUFAGTURE'5 SPEC. ENVIRONMENTAL STONEWORK --� DRIPLEDGE ENVIRONMENTAL STONEWORK STONE VENEER. VENEER TO BE INSTALLED PER MANUFAGTURE'S SPEC. STYLE: LEDGESTONE COLOR: CAROLINA 51b" TYPE "X" GYPSUM J `5/4 FURING O.G. HURRICANE CLIPS TO BE INSTALLED ON TRU55 PER CODE TRU55 CLIPS TO BE INSTALLED ON ALL TRU55E5 WHERE INTERIOR WALL5 CONNECT TO TRU55E5 — 5/8" TYPE "X" GYPSUM 2x6 STUDS 16" U.G. SEE CONTRACTOR NOTE FOR PAINT SPECS R-21 GRAFT FACED F I BER(5LA55 INSULATION 2X6 FIRE BLOCKING 4' ABOVE FLOOR -1/2" DIA. ANGHOR BOLT5 6-O"ox- -2"x6" PRE55URE TREATED PLATE -FILL SEAL —CERAMIC, TILE GOVE BASE L L 1 8" GA5T-IN-PLAGE -I CONCRETE 'n FOUNDATION WALLS . ;d CONCRETE FOOTING W/ #5 REBAR: Y L GERAMIG TILE FLOOR 4" CONCRETE SLAB N F6x6-10/IOw.w.m. ----10 MIL VAPOR BARRIER DRILL AND PIN WALL TO SLAB W/#5 REBAR 18" PEA STONE AT 4' O.G. #5 REBAR AT 4' O.G. (VERT.) 2" PERIMETER INSULATION (EXTRUDED POLYSTYRENE) #5 REBAR (HORIZ.) 2 ROWS UP TO 5' WALL, 5 ROWS 5' TO T, 4 ROW5 l' TO q' 5 REBAR Ai' 4' O.G. FOUNDATION INSULATION TO BE FASTENED TO FOUNDATION WALL U51NO HILTI INSULATION ANGHOR5 (IDP 4/6) 3" MIN. CLEARANCE, TYP. 2'-6" 1 51DE WDLL 5EGTION A-12 SCALE: 1/2"=1'-O" GRO55 REFERENGE:A-5 OWEN5 CORNING VENT5URE RIDGE VENT W/RI06E SHINGLES 5TORE NAME, ABBREVIATION 8 NO. LAKE OEOROE OUTLETS - LOOB - 458 LOCATION 1453 US ROUTE q - LAKE OEOROE N Y 12845 ZIP I ' DATE NO. REVISIONS DRAWN BY: GP 18""QAtS 4SCALE: AS SHOWN r9E SlVtl DATE: 2/IM/I6 P.O. BOX 435 DRAWING NO. 5ARATOGA 5PRIN05, NY f2666 A-12 TEL. (518)581-1200 FAX (518)581-120q ALTERATIONS TO THI5 DOCUMENT BY OTHER THANAN AUTHORIZED LICEN5ED FROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW I_ TITLE: BUILDING SECTIONS Y ENVIRONMENTAL STONEWORK& STONE MIN. 1/2" MORTAR SETTING BED APPLIED TO BACK OF STONE MIN. 3/8" MORTAR SCRATCH COAT WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) WRB (2 LAYERS OR EQUIVALENT) MORTAR JOINT SHEATHING 2X WOOD STUD WALL INSULATION (WHERE OCCURS) - - SIDE VIEW ENVIRONMENTAL 5TONEHORK5 OVER SHEATHING OVER HOOD 5TUD5 5GALE:1-1/2"=I'-0" CR055 REFERENGENONE 2X WOOD STUD WALL INSULATION (WHERE OCCURS) SHEATHING WRB (2 LAYERS OR EQUIVALENT) WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) MORTAR JOINT MIN. 3/8" MORTAR SCRATCH COAT MIN. 112" MORTAR SETTING BED APPLIED TO BACK OF STONE ENVIRONMENTAL STONEWORKSTSTONE LAP WRB OVER SCREED FOUNDATION WEEP SCREED (COVER FLASHING) BOTTOM OF ENVIRONMENTAL STONEWORK& STONE AT WEEP SCREED 1/2" MIN. AT HARD SURFACES WITH FOOTING PORCH (HARD SURFACE w/ FOUNDATION); SLOPE AWAY FROM WALL SELF -ADHERED FLASHING (MIN. 2" COVERAGE ON BOTH FOUNDATION & FRAMING) „ 2" MIN. ENVIRONMENTAL 5TONEHORK5 FOUNDATION HALL SASE AT 51DENALK V 5GALE3"=1'-0" GR055 REFEREN6ENONE 6110VA WRB (2 LAYERS OR EQUIVALENT) OVER SHEATHING OR SUBSTRATE (FIRST LAYER LEFT HANGING BEHIND WALL CLADDING MIN. 12" BELOW TRANSITION FOR MASON TO TUCK UNDER) SIDING MIN. 4" SELF -ADHERED FLASHING OVER DRIP EDGE FLASHING w/ DRIP EDGE (GRAY) ENVIRONMENTAL STONEWORKS� DRIPLEDGE MORTAR JOINT ENVIRONMENTAL STON EWORKS� STONE WIRE LATH (MINIMUM 2.5 LBS( SQ YD) MIN. 318" MORTAR SCRATCH COAT MIN. 112" MORTAR SETTING BED APPLIED TO BACK OF STONE 2X WOOD STUD WALL INSULATION (WHERE OCCURS) WRB (2 LAYERS OR EQUIVALENT) ENVIRONMENTAL 5TONEHORK5 DRIPLEDGE AT 51DINC 5GALE3"=I'-0" GR055 REFERENrEMONE v I 1 VILVV ENVIRONMENTAL 5TONEHORK5 HOOD STUDS - IN51DE GORNER 5GALE3"=1'-0" GRO55 REFERENCENONE Pop is STONE f) i STONE - NS ABOVE AND N DASHED) DRNER 12" MIN - FRAMING -16" MIN. APPLIED kT D YD) INSTALL WRB AROUND WINDOW / DOOR OPENING AS PER MANUF. SPECIFICATIONS (LEAVE MIN. 12" HANGING BELOW TRANSITION FOR MASON TO TUCK UNDER) BOTTOM OF WINDOW TERMINATION JOINT AS REQUIRED ENVIRONMENTAL STONEWORK& DRIPLEDGE MIN. 3/8" MORTAR SCRATCH COAT MORTAR JOINT ENVIRONMENTAL STONEWORKS, STONE WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) MIN. 112" MORTAR SETTING BED APPLIED TO BACK OF STONE WRB (2 LAYERS OR EQUIVALENT) 2X WOOD STUD WALL INSULATION (WHERE OCCURS) SIDE VIEW ENVIRONMENTAL 5TONEHORK5 WINDOW AT DRIPLEDGE SGALE3"=P-O" GR055 REFERENGENONE Lei aviI MY WRB (2 LAYERS OR EQUIVALENT) WIRE LATH (MINIMUM 2.5 LBS/ SQ YD); LAP LATH AROUND CORNER TO FRAMING -16" MIN. MIN. 3/8" MORTAR SCRATCH COAT MIN. 1/2" MORTAR SETTING BED APPLIED TO BACK OF STONE ENVIRONMENTAL STONEWORKS, STONE MORTARJOINT SHEATHING ENVIRONMENTAL STONEWORKS, CORNER PIECE -ALTERNATE SHORT END RETURNS ABOVE AND BELOW AT CORNER (SHOWN DASHED) DOUBLE WRAP WRB AROUND CORNER 12" MIN. - BOTH SIDES WALL FRAMING AT CORNER 2X WOOD STUD WALL INSULATION (WHERE OCCURS) ENVIRONMENTAL 5TONEHORK5 HOOD 5TUD5 - OUTSIDE GORNER A-13 5GAL.E3"=1'-0" GRO55 REFERENGB:IONE 2X WOOD STUD WALL INSULATION (WHERE OCCURS) SHEATHING WRB (2 LAYERS OR EQUIVALENT) WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) MORTAR JOINT MIN. 3/8" MORTAR SCRATCH COAT MIN. 1/2" MORTAR SETTING BED APPLIED TO BACK OF STONE ENVIRONMENTAL STONEWORKS"STONE LAP WRB OVER SCREED FOUNDATION WEEP SCREED (COVER FLASHING) BOTTOM OF ENVIRONMENTALSTONEWORKS& STONE AT WEEP SCREED 2" MIN. AT HARD SURFACES WITHOUT FOOTINGS 4" MIN. AT GRADE SLOPE GRADE 2% MIN. SELF -ADHERED FLASHING (MIN. 2" COVERAGE ON BOTH FOUNDATION & FRAMING) 2" MIN. ENVIRONMENTAL 5TONEHORKS FOUNDATION HALL 'BASE 2X WOOD STUD WALL INSULATION (WHERE OCCURS) SHEATHING WRB (2 LAYERS OR EQUIVALENT) WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) MORTAR JOINT MIN. 3/8" MORTAR SCRATCH COAT MIN. 112" MORTAR SETTING BED APPLIED TO BACK OF STONE ENVIRONMENTAL STONEWORK& STONE LAP WRB OVER SCREED FOUNDATION WEEP SCREED (COVER FLASHING) BOTTOM OF ENVIRONMENTALSTONEWORKS& STONE AT WEEP SCREED 2" MIN. AT HARD SURFACES WITHOUT FOOTINGS SLOPE GRADE 2% MIN. DRIVEWAY (HARD SURFACE) SELF -ADHERED FLASHING (MIN. 2" COVERAGE ON BOTH FOUNDATION & FRAMING) JIUC VICVV 2" MIN ENVIRONMENTAL 5TONEHORK53 FOUNDATION HALL SA5E AT DRIVEWAY 5GALE3"=1'-0"A-13 5GALE3"=1'-0" GRO55 REFERENGINONE GRO55 REFERENGENONE 2X WOOD STUD WALL SHEATHING —77 /x WRB (2 LAYERS OR EQUIVALENT) MORTAR JOINT WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) 71 MIN. 3/8" MORTAR SCRATCH COAT f— OPTIONAL ENVIRONMENTAL STONEWORK& TRIM i/G -- MIN. 1/2" MORTAR SETTING BED APPLIED TO BACK OF STONE Ilfl ENVIRONMENTAL STONEWORKSh STONE I I - ----- r LAP WRB OVER SCREED III 2X WOOD STUD WALL NO MORTAR AT THIS JOINT 4 / nI �. INSULATION (WHERE OCCURS) SELF -ADHERED FLASHING (MIN. 6" COVERAGE ON G( ENVIRONMENTAL STONEWORK' MORTAR SETTING BED APPLIED TO BACK OF Ili WRB (2 LAYERS OR EQUIVALEN LATH REQUIRED FOR CONCRETE MAY BE REQUIRED BY LOCAL JURISDICTION III ENVIRONMENTAL STONEWORK HEIGHT OF T F L, ADDITIONAL PACK OUT S4OTHERS DINGO REQUIRED AT FRAMING OR FOUNDHTION WALL DEPENDING ON CMU OR CONCRETE - WALL WATERPROOFING OFFSET CONDITION 11 II ALTERNATE SHORT END RETUF ENVIRONMENTAL 5TONEHORK5 CONCRETE HALL BELOW AT THE CORNER (SHO" l A-13 5GALE3"=II-0,1 GRO55 REFEREKrENONE DOUBLE WRAP WRB AROUND C {} BOTH SIDES II SHEATHING �I LAP LATH AROUND CORNER TO II II MORTAR JOINT MIN, 318" MORTAR SETTING BED II 1 TO BACK OF STONE MIN. 112" MORTAR SCRATCH CO. IP --- WIRE LATH (MINIMUM 2.5 LBS/ S ., If v I 1 VILVV ENVIRONMENTAL 5TONEHORK5 HOOD STUDS - IN51DE GORNER 5GALE3"=1'-0" GRO55 REFERENCENONE Pop is STONE f) i STONE - NS ABOVE AND N DASHED) DRNER 12" MIN - FRAMING -16" MIN. APPLIED kT D YD) INSTALL WRB AROUND WINDOW / DOOR OPENING AS PER MANUF. SPECIFICATIONS (LEAVE MIN. 12" HANGING BELOW TRANSITION FOR MASON TO TUCK UNDER) BOTTOM OF WINDOW TERMINATION JOINT AS REQUIRED ENVIRONMENTAL STONEWORK& DRIPLEDGE MIN. 3/8" MORTAR SCRATCH COAT MORTAR JOINT ENVIRONMENTAL STONEWORKS, STONE WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) MIN. 112" MORTAR SETTING BED APPLIED TO BACK OF STONE WRB (2 LAYERS OR EQUIVALENT) 2X WOOD STUD WALL INSULATION (WHERE OCCURS) SIDE VIEW ENVIRONMENTAL 5TONEHORK5 WINDOW AT DRIPLEDGE SGALE3"=P-O" GR055 REFERENGENONE Lei aviI MY WRB (2 LAYERS OR EQUIVALENT) WIRE LATH (MINIMUM 2.5 LBS/ SQ YD); LAP LATH AROUND CORNER TO FRAMING -16" MIN. MIN. 3/8" MORTAR SCRATCH COAT MIN. 1/2" MORTAR SETTING BED APPLIED TO BACK OF STONE ENVIRONMENTAL STONEWORKS, STONE MORTARJOINT SHEATHING ENVIRONMENTAL STONEWORKS, CORNER PIECE -ALTERNATE SHORT END RETURNS ABOVE AND BELOW AT CORNER (SHOWN DASHED) DOUBLE WRAP WRB AROUND CORNER 12" MIN. - BOTH SIDES WALL FRAMING AT CORNER 2X WOOD STUD WALL INSULATION (WHERE OCCURS) ENVIRONMENTAL 5TONEHORK5 HOOD 5TUD5 - OUTSIDE GORNER A-13 5GAL.E3"=1'-0" GRO55 REFERENGB:IONE 2X WOOD STUD WALL INSULATION (WHERE OCCURS) SHEATHING WRB (2 LAYERS OR EQUIVALENT) WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) MORTAR JOINT MIN. 3/8" MORTAR SCRATCH COAT MIN. 1/2" MORTAR SETTING BED APPLIED TO BACK OF STONE ENVIRONMENTAL STONEWORKS"STONE LAP WRB OVER SCREED FOUNDATION WEEP SCREED (COVER FLASHING) BOTTOM OF ENVIRONMENTALSTONEWORKS& STONE AT WEEP SCREED 2" MIN. AT HARD SURFACES WITHOUT FOOTINGS 4" MIN. AT GRADE SLOPE GRADE 2% MIN. SELF -ADHERED FLASHING (MIN. 2" COVERAGE ON BOTH FOUNDATION & FRAMING) 2" MIN. ENVIRONMENTAL 5TONEHORKS FOUNDATION HALL 'BASE 2X WOOD STUD WALL INSULATION (WHERE OCCURS) SHEATHING WRB (2 LAYERS OR EQUIVALENT) WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) MORTAR JOINT MIN. 3/8" MORTAR SCRATCH COAT MIN. 112" MORTAR SETTING BED APPLIED TO BACK OF STONE ENVIRONMENTAL STONEWORK& STONE LAP WRB OVER SCREED FOUNDATION WEEP SCREED (COVER FLASHING) BOTTOM OF ENVIRONMENTALSTONEWORKS& STONE AT WEEP SCREED 2" MIN. AT HARD SURFACES WITHOUT FOOTINGS SLOPE GRADE 2% MIN. DRIVEWAY (HARD SURFACE) SELF -ADHERED FLASHING (MIN. 2" COVERAGE ON BOTH FOUNDATION & FRAMING) JIUC VICVV 2" MIN ENVIRONMENTAL 5TONEHORK53 FOUNDATION HALL SA5E AT DRIVEWAY 5GALE3"=1'-0"A-13 5GALE3"=1'-0" GRO55 REFERENGINONE GRO55 REFERENGENONE iTORE NAME, ABBREVIATION 6 NO, LAKE GEORGE OUTLETS - LOOB - 458 SITE LOCATION (Irr 1455 US ROUTE ci - LAKE GEORGE, NY 12845 i rDATE INO.I REVISIONS DRAWN BY: GP SCALE: A5 SHOHN DATE: 2/IG/16 ---------------- DRAWING NO. A-15 TITLE: STONE VENEER DETAILS 2X WOOD STUD WALL SHEATHING —77 INSULATION (WHERE OCCURS) WRB (2 LAYERS OR EQUIVALENT) MORTAR JOINT WIRE LATH (MINIMUM 2.5 LBS/ SQ YD) l MIN. 3/8" MORTAR SCRATCH COAT f— OPTIONAL ENVIRONMENTAL STONEWORK& TRIM 1 MIN. 1/2" MORTAR SETTING BED APPLIED TO BACK OF STONE ENVIRONMENTAL STONEWORKSh STONE I I - ----- r LAP WRB OVER SCREED I I - WEEP SCREED NO MORTAR AT THIS JOINT 4 / FLASHING (HOLD BACK FROM FRONT OF STONE) SELF -ADHERED FLASHING (MIN. 6" COVERAGE ON -- FRAMING AND MIN. 4" COVERAGE ON FOUNDATION MORTAR SETTING BED APPLIED TO BACK OF STONE - MORTAR SCRATCH COAT (CMU); WIRE LATH REQUIRED FOR CONCRETE MAY BE REQUIRED BY LOCAL JURISDICTION NOTE IF DESIGN INTENT IS FOR FACE OF 'TONE To ALIGN ENTIRE OFFSET DIMENSION MAY VARY HEIGHT OF T F L, ADDITIONAL PACK OUT S4OTHERS DINGO REQUIRED AT FRAMING OR FOUNDHTION WALL DEPENDING ON CMU OR CONCRETE - WALL WATERPROOFING OFFSET CONDITION 11 REQUIRED AT HABITABLE SPACE SIDE VIEW ENVIRONMENTAL 5TONEHORK5 CONCRETE HALL - HOOD FRAMING l A-13 5GALE3"=II-0,1 GRO55 REFEREKrENONE iTORE NAME, ABBREVIATION 6 NO, LAKE GEORGE OUTLETS - LOOB - 458 SITE LOCATION (Irr 1455 US ROUTE ci - LAKE GEORGE, NY 12845 i rDATE INO.I REVISIONS DRAWN BY: GP SCALE: A5 SHOHN DATE: 2/IG/16 ---------------- DRAWING NO. A-15 TITLE: STONE VENEER DETAILS INTERIOR SHEA-. WOOD FRAh INSULATION WHERE REO'D WINDOW HEADE HARDIEPLANK LAP SIDING WATER RESISTIVE BARRIER HARDIEWRAP OR EQUIVALENT MIN. 1 1/4" OVERLAP EXTERIOR SHEATHING STARTER STRIP 1/4" GAP, DO NOT GAULK Z -FLASH I NCS HARDIETRIM BOARDS FLASH WINDOW PER MANUFAGTURER REGOMMENDATI ON WINDOW FRAME T WINDOKVOOR HEAD A-14 5GALE3"=1'-O" GROSS REFERENGEdONE WOOD FRAMING ---� INSULATION WHERE REQUIRED — EXTERIOR SHEATHING INTERIOR SHEATHING DOOR /WINDOW WATER RE515TIVE BARRIER JAMB HARDIEWRAP OR EQUIVALENT FLASHING TAP LEAVE APPROPRIATE GAP AND CAULK HARDIETRIM BOAR HARDIEPLANK LAP 51 DOORMINDOW JAMB A-14 5GALE3"=I'-O" GRO55 REFERENGEeIONE NOTE -5: GEMENT BOARD 510ING I. ALL 51DIN6 AND TRIM TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS. 2. JOINT FLASHING BEHIND FIELD BUTT JOINTS 15 REQUIRED. 3. DO NOT CAULK FIELD BUTT JOINT5. 4. DO CAULK WHERE 5101NO MEETS VERTICAL TRIM. 5. MAINTAIN AY4" CLEARANCE BETWEEN THE BOTTOM OF SIDING AND HORIZONTAL FLASHING. DO NOT CAULK GAP. 6. MAINTAIN A MINIMUM I" GAP BETWEEN GUTTER END GAPS AND SIDING AND TRIM. 1. AT THE JUNCTURE OF THE ROOF AND VERTICAL SURFACES, FLASHING AND GOUNTERFLA5HING SHALL BE INSTALLED PER THE ROOFING MANUFACTURE'S INSTRUCTIONS. PROVIDE A 2" MINIMUM CLEARANCE BETWEEN THE ROOFING AND BOTTOM EDGE OF THE SIDING AND TRIM. 8. FASTENERS TO BE HOT -DIPPED GALVANIZED NAIL5. a. KIGKOUT FLASHING TO BE INSTALLED WHEN THE ROOF INTERSECTS A 51DEWALL. KIGKOUT FLASHING TO BE INSTALLED PER MANUFAGTURE'S INSTRUCTIONS. 10. TOUCH-UP NICKS, 5GRAPE5 AND NAIL HEADS U51NO THE COLOR PLUS TECHNOLOGY TOUGH -UP APPLICATOR. TOUGH -UP PAINT SHOULD BE USED 5PARINGLY. IF LARGE AREAS REQUIRE TOUGH -UP, REPLACE THE DAMAGED AREA WITH NEW HARDIPLANK LAP SIDING WITH GOLORPLU5 TEGHNOLOGY. 11. LAMINATE SHEET MUST BE REMOVED IMMEDIATELY AFTER INSTALLATION OF EACH GOURSE. 12. TERMINATE NON -FACTORY GUT EDGES INTO TRIM WHERE P0551BLE-, AND GAULK WITH A COLOR MATCHED CAULK. 13. TREAT ALL OTHER NON -FACTORY GUT EDGE5 U51NO THE GOLORPI U5 TECHNOLOGY EDGE GOATER. II INTERIOR SHEATHING II WOOD FRAMING I� INSULATION WHERE REGV BOTTOM PLATE M015TUPE BARRIER I GONGRETE SLAB / MA50NRY FOOTING INTERIOR SHE. WALL FRAMIN( BLOCKING AS FIXTURE PENETRATION INSULATION WHERE REQ'D HARDIEPLANK LAP 510IN6 WATER RESISTIVE BARRIER HARDIEWRAP OR EQUIVALENT EXTERIOR 5HEATHIN6 MIN, 1 1/4" OVERLAP STARTER STRIP v ° MIN. I" - 2" CLEARANCE DEPENDING a. ON SPECIFIC HARDIE ZONE v PATH / DRIVEWAY / SLAB ° ... . 4. v 2) HAR05CAPE GLEARANGE5 A-14 5GALE:1/2"=1'-O" CRO55 REFERENGEaONE HARDIEPLANK LAP SIDING WATER RES151 IVE BARRIER HARDIEWRAP OR EQUIVALENT EXTERIOR SHEATHING STARTER STRIP 1/4" GAP, DO NOT GAULK FLASHING TRIM AROUND OPENING HARDIETRIM BOARDS LEAVE APPROPRIATE GAP AND CAULK HARDIEPLANK LAP SIDING MIN. 1 1/4" OVERLAP 6 FIXTURE PENETRATION A-14 5GALE3"=I'-O" GRO55 REFERENGEJONE NOTE5: FYPON MOULDING I. GUT MOULDING Y4" LONGER FOR EACH 10' OF LENGTH TO INSURE A SNUG FIT. 2. USE BATT JOINTS ON ALL SEAMS, AND MITERED JOINTS AT ALL CORNERS. 3. USE PL PREMIUM ADHE51VE ON ALL JOINTS (GOVERIN(5 THE JOINT GOMPLETELY) AND ALONG THE BACK OF THE MOULDING. 4. MOULDING TO BE INSTALLED ON A SOLID BAGKING MATERIAL AND FASTENED EVERY 16" OR LESS. 5. ALL FASTENERS TO 13E NON -CORROSIVE. 6. ALL MOULDING TO BE PAINTED WITH A HIGH QUALITY 5EMI-6LO55 LATEX PAINT. 1. COUNTERSINK ALL FASTENERS ABOUTYe" AND FILL WITH MANUFAGTURE15 RECOMMENDED FILLER. INTERIOR SHE/ WOOD FRAMIN INSULATION WHERE REQ'D WOOD FRAMIN INSULATION WHERE REQ'D INTERIOR SHE/ HARDIEPLANK LAP 51DING WATER RESISTIVE BARRIER HARDIEWRAP OR EQUIVALENT MIN, 1 1/4" OVERLAP EXTERIOR SHEATHING 3 HORIZONTAL LAP VIEW A-14 5GALE3"=1'-O" GROSS REFERENCE:IONE WINDOW FRAME FLASH WINDOW PER MANUFACTURER RECOMMENDATION IF TRIM 15 PROTRUDING BEYOND WINDOW SILL IT MUST BE FLASHED HARDIETRIM BOARDS LEAVE APPROPRIATE GAP ANDCAULK WATER RESISTIVE BARRIER HARDIEWRAP OR EQUIVALENT EXTERIOR SHEATHING MIN. 1 1/4" OVERLAP HARDIEPLANK LAP SIDING rT WINDOW 51LL A-14 SGALE3"=I'-O" GROSS REFERENGB:IONE vnr nivv �n��f. ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW HARDIEPLANK LAP SIDING WATER RES15TIVE BARRIER HARDIEWRAP OR EQUIVALENT EXTERIOR SHEATHING LEAVE APPROPRIATE GAP AND CAULK HARDIETRIM BOARDS SE GAP AND CAULK 4 OUT51 DE GORNER A-14 5GALE3"=I'-O" GROSS REFERENGE:IONE HARDIETRIM BOARDS — LEAVE APPROPRIATE GAP AND CAULK INSULATION WHERE REQ'D WATER RESISTIVE BARRIER - HARDIEWRAP OR EQUIVALENT EXTERIOR SHEATHING HARDIEPLANK LAP 510ING WOOD FRAMING 7 I II �I II it INTERIOR SHEATHING II II II II II I WOOD FRAMING a I N51 DE CORNER A-14 5GALE3"=1'-O" GROSS REFERENGEyONE STORE NAME, ABBREVIATION 6 NO. LAKE GEORGE OUTLETS - LOOB - 458 51TE LOCATION 1455 U5 ROUTE q - LAKE GEORGE, NY 12845 DATE NO. REVISIONS 7RAWN BY: GP GALE: AS SHOWN TATE: )PAWING NO. A-14 TITLE: GEMENT BOARD S I D I NO DETAILS NOTES: GONTRAGTOR MI5G. NOTES I. CERAMIC, FLOOR TILE TO BE USED ON RETAIL AREA FLOOR A5 SUPPLIED BY 5TEWART'S. 2. REAR STOGK ROOM AND COOLER FLOOR TO BE SEALED WITH GORE -N -SEAL CONCRETE SEALER. 3. WALLS IN BAGKROOM $ 3 -BAY ROOM TO REGEIVE 4" VINYL DOVE BA5E SUPPLIED BY STEWART'S ALL OTHER WALLS TO BE CERAMIC, TILE COVE BASE. 4. WINDOW AND DOOR MULLIONS TO BE CAULKED NEATLY TO BLOCK. USE SILVER GAULK TO CAULK AROUND UNITS. 5. INSTALL RIDGE VENT ON HIP 8 GABLE ROOFS. 6. INSTALL 2"X"6 FIRE BLOCKING ON ALL EXTERIOR WALL 4' ABOVE FLOOR. 1. INSTALL WOOD BLOGKIN6 IN WALLS TO SECURE RETAIL SHELVING, BABY CHANGING TABLE IN BATHROOM AND IN ALL WALLS IN BAGKROOM FOR SHELVING. 8. GONSTRUGT I' -10"x2'49" ATTIC, OPENINGS WITH SELF GLO5ING FIRE RATED DOORS WITH TRIM AND PAINT (SEE PLAN FOR LOCATION(S). INSTALL A GFGI } OUTLET WITHIN 6 OF AGGE55. DOOR(5) TO BE SUPPLIED BY STEWART'5. q. INSTALL ONE 42", ONE 36", AND ONE 18" GRAB BAR IN BATHROOM TO MOST REGENT SPEGIFIGATIONS OF GURRENT AN51 GODE5 FOR HANDICAP. (SEE DETAIL) u 1 10. DOOR SPEGIFIGATIONS: 1 A. BATHROOM DOOR 3/0x6/8 WITH STEEL WRAP AROUND BUCK AND THREE 5"X4" HINGES AND LOGKSET SUPPLIED BY STEWART'S. B. SHIN61NG DOOR -DOUBLE ACTION GU5TOM FORMIGA COVERED DOOR '- WITH WELDED STEEL BUCK (NO INTEGRAL DOOR STOP ON JAMB) REQUIRED REINFORGIN6 ON HINGE SIDE. ONE 10" X 10" SAFETY WINDOW INSTALLED IN DOOR. DOOR TO HAVE BULLN05E EDGE 2" AWAY FROM STEEL JAMB (SAFETY ISSUE). DOOR AND ALL HARDWARE TO BE SUPPLIED BY STEWART'S. FRAME TO BE SUPPLIED BY GONTRACTOR. G. DELIVERY DOOR -ONE 3/0X1/0 INSULATED STEEL DOOR UNIT WITH STEEL BUGK (EXTERIOR), THREE NON -REMOVABLE HINGES, WEATHER STRIPPING, DOOR SWEEP AND NO THRESHOLD. INCLUDE ONE PANIC, BAR SERIES j 3100. DOOR, FRAME, AND HARDWARE TO BE SUPPLIED BY CONTRACTOR. GAP BETWEEN SWEEP AND FLOOR SHALL BE NO GREATER THAN 1/4". 1 j D. FRONT ENTRANCE DOOR TO BE 3/6X1/0. KAWNEER 350 MEDIUM SERIES ` W/IO" BOTTOM RAIL AND CONTINUOUS HINGE. SAFETY 5LA55 $ EXTRUDED ALUMINUM FRAME W/ FLAT PUSH BAR. TO BE SUPPLIED BY GONTRAGTOR. t THRESHOLD TO BE 6" N6P 426E, RIP 1/2" TAPER OFF. j E. EXTERIOR ELECTRIC PANEL ENCLOSURE DOORS -TWO 3/6xo' STEEL DOORS WITH STEEL BUCKS (EXTERIOR), FOUR NON -REMOVABLE HINGES, WEATHER STRIPPING, DOOR SWEEP AND NO THRESHOLD. INCLUDE PASSAGE SET WITH NO LOCK, INSTALL HASP ON DOORS FOR PAD LOCK, ONE DOOR TO HAVE PINS TOP AND BOTTOM TO KEEP DOOR CLOSED (ONLY LOCK SUPPLIED BY STEWART'5 EVERYTHING ELSE BY GONTRAGTOR. 12. MARLITE 6LA55 BOARD AND ADHESIVE SUPPLIED BY STEWART'5 TO BE INSTALLED AT LOCATIONS SHOWN BY GONTRAGTOR. MARLITE BEHIND 3 BAY SINK AND IN ENTIRE BAGKROOM AS SHOWN TO BE 10' A.F.F. ALL OTHER MARLITE TO BE 4' A.F.F. 13. INSTALL GERAMIG TILE 46" A.F.F. ON BATHROOM WALLS. 14. ALL SHEET ROGK TO BE PROPERLY TAPED AND FIN15HED FOR PAINT AND i WALLPAPER FINISHES WHERE MARLITE 15 NOT SHOWN. TYPE X 6WB. 15. PAINT 5PEGIFIGATIONS: SHERWIN WILLIAM5 W/GLA55 "B" FLAME SPREAD RATING A. ALL WALLS CEILINGS: I GOAT PRIMER; 2 GOATS MA5TERHIDE FLAT (WHITE). B. WALLS: I GOAT PRIMER; 2 GOATS SUPER PAINT SATIN (5TEWART'5 TAN WALL) G. EXTERIOR TRIM: 2 GOATS SUPER PAINT SATIN (WHITE) D. EXTERIOR DOORS: 2 GOATS SUPER PAINT SATIN (STORM GLOUD) 16. CONTRACTOR TO SUPPLY AND INSTALL 6" SEAMLESS ROOF GUTTERS AND DOWN SPOUTS AS SHOWN. 5TEWART'S TO SUPPLY AND GONTRACTOR TO INSTALL 8 WATT, SELF REGULATING HEAT TAPE TIED INTO STANDARD OUTLET AND RUN TO PANEL BOX ON ALL GUTTERS AND DOWN SPOUTS. 1. INSTALL HEADERS OVER EACH BARD HVAG UNIT. SIB. NAIL GIRDER TRUSSES TOGETHER WITH NAILS SPACED 12" O.G. ON TOP CHORD AND BOTTOM GHORD. Iq. INSTALL UNISEX/HANDICAP 515N AT THE BATHROOM ENTRANCE, MOUNT 40" MIN AND 60 MAX ABOVE FF. 20. SPAGE 1/4" TO 3/8" GAP BETWEEN EDGE OF STONE AND END OF OLA55 WINDOW. GAP TO BE CAULKED. 21. FYPON MOULDING AND AZEK MATERIALS TO BE INSTALLED PER MANUFACTURES SPEGIFIGATIONS. 22. TILE TO BE INSTALLED UNDER BEER GAVE DOOR BEFORE DOOR 15 INSTALLED, 23. GROWN COLUMN WRAP POLY FOAM TUSCAN GAP TO BE USED ON ALL COLUMNS. 24. GROWN COLUMN WRAP MARBLE TUSCAN BASE TO BE USED ON ALL COLUMNS WITHOUT STONE BASES. NOTES: STRUCTURAL STEEL AND RELATED ITEMS I. 5TRUGTURAL STEEL SHAPES, PLATES, AND BARS SHALL BE ASTM A-36. ANCHOR BOLTS SHALL BE A5TM A-307. 2. WELDINO RODS: SHALL BE TYPE EIOXX SERIES, IN AGGORDANGE WITH AWS STANDARDS. 3. ALL GONNEGTIONS TO BE WELDED SHALL BE 1/4" CONTINUOUS FILLET TYPE, UNLE55 OTHERN15E NOTED. 4, DO NOT PAINT WITHIN 3 INGHE5 OF ALL WELD AREAS. [ 5. ALL MATERIALS AND WORKMANSHIP SHALL BE IN AGGORDANGE WITH A.I.5.G. MANUAL OF STEEL GON5TRUGTION, GURRENT EDITION. 6. GROUT: EMBEGO 636 BY MASTER BUILDERS OR FIVE STAR GROUT BY U.S. GROUT CORPORATION OR EQUAL. 1. SHIMS: A-36 STEEL SHIMS PERMITTED ONLY FOR ADJUSTMENT OF BEARING SURFAGES. PROVIDE FULL WIDTH SHIM UNLESS GROUTING 15 INDIGATED. DO NOT REMOVE SHIMS. NOTES: ELECTRICAL I. THE ELEGTRIGAL SERVICE 15 3 PHASE 400 AMP 120/208 ALUMINUM 250 KGML OR 51ZE 4/0 GOPPER. 2. ALL MATERIAL SHALL BE U.L. APPROVED AND DEVIGE5 SHALL BE GOMMERGIAL GRADE. 06HT SWITGHE5, REGEPTAGLE5 20 AMP) 3. INSTALLATION SHALL BE IN ACGORDANGE WITH LOCAL, STATE, AND NATIONAL CODES. 4. MINIMUM WIRE 51ZE SHALL BE AWG #14. 5. CONDUIT IN RETAIL AREAS SHALL BE GONGEALED. CONDUIT TO THE ALARM BOX SHALL BE 3/4" 6. GONTRAGTOR TO INSTALL 6F6I OUTLETS AS SHOWN. 1. INSTALL (1) 120 VOLT 6FGI GIRGUIT ON ROOF OR AT GONGRETE PAD AT EAGH GONDENSING UNITS AS PER NEG. 8. GENERAL CONTRACTOR TO INSTALL 6-1/2 SHEETS) 4 X 8 X 5/8" PLYWOOD (PAINTED GRAY) FOR ALARM/ELEGTRIGAL PANEL AND ALL ALARM CONTROLS. ALARM WIRE FOR STORE SUPPLIED BY STEWART'S. q. SUPPLY 52 GIRGUIT5 IN CONDUITS TO FRONT GOUNTER FOR ALL ELEGTRIGAL APPLIANGE5. ALL GOUNTER5 SHALL BE WIRED WITH MG GABLE. SUPPLY A 5EPARATE GIRGUIT FOR ALL OUTLETS. 10. SUPPLY 3-220 $ 2-110 51N6LE PHASE, 4 WIRE, 20 AMP GIRGUIT FOR COFFEE MAKERS. 11. PROVIDE EACH EXTERIOR "5TEWART'S" 516N WITH A SEPARATE 20 AMP GIRGUIT FROM TIMED LIGHT PANEL. 12. ALL EXTERIOR LIGHTS POWERED FROM A SINGLE PANEL TO BE CONTROLLED BY "f IME CLOCK AND PHOTO GELL WITH (2)-2 HOUR TIMER 5WITGHES MOUNTED ON BACK RETAIL WALL AREA. 13. PROVIDE 3 CIRCUITS TO FREEZER FOR I COMPPE55OR (3 PHASE 20 AMP), I EVAPORATOR (20 AMP SINGLE PHASE 208 VOLT), AND I LIGHTS (20 AMP, SINGLE PHASE, 120 VOLT) 14. PROVIDE 4 GIRGUIT5 TO 14 DOOR GOOLER. 1- 3 PHASE 30 AMP COMPRESSOR, I EVAPORATOR, (20 AMP 51NOLE PHASE 208 VOLT) 2 (2) LIGHTS / DOORS. 15. PROVIDE 3 BUZZERS I IN COOLER, I IN 3 -BAY ROOM, AND I IN BACK ROOM FOR EMPLOYEES. BUZZER SWITGH TO BE LOCATED BEHIND BOTH CHECK OUTS AND SUB CASE. 16. BATHROOM SWITGHE5 AND REGEPTAGLE5 AT 50" AFFTB. Il. SUPPLY 1-120 VOLT 25 AMP GIRGUIT FOR FREE AIR GOMPRE550R. 18. INSTALL 360 MOTION DETECTOR LI6HT SWITGH IN BATHROOM AND BAGKROOM IN I LOCATION (SUPPLIED BY 5TEWART'S). THE LI6HT AND FAN IN BATHROOM TO BE ON A GOMMON MOTION SWITGH. Iq. INSTALLATION OF 0-5 THERMOSTAT WIRE FROM THE HVAC UNIT TO THE THERMOSTAT ITSELF. 20.I115TALL LIGHT 5WITGHES NEAR ALARM KEY PAD FOR SHOP LIGHTS AND GOOLER DISPLAY LIGHTS. 21. GAT 5 TO BE RUN FROM REGISTERS AS SUPPLIED BY 5TEWART5 TO "BBR". 22. INSTALL DUPLEX 6FGI OUTLET WITHIN 6' OF ATTIC, AGGE55 DOOR IN ATTIC. 23. DIMENSIONS ARE FROM OUTSIDE EDGE OF FOUNDATION WALL. 24, BATHROOM ELEGTRIG GEILIN6 MOUNTED HEATER TO BE SUPPLIED BY 5TEWART'S. 25. BATHROOM FAN SHALL BE DUGTED ABOVE THE INSULATION AND TO THE SOFFIT AREA. 26. NO MORE THAN 8 SOFFIT LI6HT5 PER GIRGUIT. 21. INSTALL REGEPTAGLE5 A5 SHOWN ON THE ELEGTRIGAL PLAN. WHEN INSTALLING REGEPTAGLE5 NEAR THE BAGK COUNTER, THEY SHALL BE INSTALLED 50 THEY ARE ABOVE THE COUNTER AFTER THE COUNTER 15 INSTALLED. 28. 8 WATT SELF REGULATING HEAT GABLE (SUPPLIED BY STEWART'5 $ INSTALLED BY CONTRACTOR) IN ALL GUTTERS AND DOWN SPOUTS. DO NOT EXCEED 140' PER GIRGUIT. 2q. LIGHTS ON CEILING TO BE GAULKED WITH WHITE CAULK BY GENERAL CONTRAGTOR. 30. INSTALL 6FGI OUTLET NEAR HVAG UNITS. 31. FIRE ALARM STROBES AND HORNS TO BE MOUNTED q6" ABOVE FF. 32. THERMOSTAT TO BE MOUNTED 12" ABOVE FF. 33. STEWART'5 TO SUPPLY OUTLETS, SWITGHE5, BOXES, AND GOVER5. 34. ALL LIGHT FIXTURES TO BE SUPPLIED BY STEWART'S. 35. ALL DUPLEX OUTLETS TO HAVE (2) DEDIGATED GIRGUIT5. 36. PROVIDE DEDIGATED OUTLET WITH 25 AMP BREAKER FOR MICROWAVE IN FRONT COUNTER. 31. PROVIDE A DEDIGATED 220 OUTLET WITH 2 -POLE 20 AMP BREAKERS FOR EAGH MIGROWAVE IN BAGK COUNTER (5PEGIAL REGPTIGALE SUPLLIED BTY 5TEWART'5). NOTES: MEGHANIGAL/HVAC 1. ALL DUGTWORK TO BE MANUFACTURED OUT OF 26 GAUGE METAL AND TAPE ALL SEAMS AND JOINTS WITH 1402 181 BFX TAPE (CARLISLE). 2. ALL SUPPLY AND RETURN DUCTWORK TO BE WRAPPED WITH 3" DUCT WRAP, R-10 VALUE (SEAMS TO BE LAPPED AND TAPED AFTER INSPECTION), 3. ALL SUPPLY AND RETURN TAKE OFFS TO BE PAMPERED TOP TAKE OFFS. 4. ALL SUPPLY AND RETURN FLEX LINES TO BE 2" INSULATION MYLAR SHIELDED FLEX WITH A R-8 VALUE AND TAPE ALL SEAMS AND JOINTS WITH 1402 0 BFX TAPE (GARLISLE). 5. ALL SUPPLY AND RETURN DIFFUSERS TO BE ROUND VEINED (WHITE) PAMPERED KEYED DIFFUSERS OF SPECIFIC SIZES. 6. EXHAUST VENTING AND AIR INTAKE TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS AND INSULATED IN UNCONDITIONED SPAGES. 1. ALL PROPANE HOOKUPS TO MEET LATEST NEW YORK STATE AND TOWN CODES. NOTES: ALARM SYSTEM 1. GENERAL GONTRACTOR TO INSTALL 36" X 48" X 5/8" PLYWOOD (PAINTED GRAY) FOR ALARM CONTROLS AND CELL BACKUP. ALL ALARM WIRE FOR STORE SUPPLIED BY STEWART'S. 2. 1 SIRENS WITH 18/2 WIRE IN SOFFIT ABOVE FRONT DOOR. 3. EACH BARD UNIT TO HAVE 18/2 FPL FROM ALARM PANEL AREA TO HVAC UNITS TO SHUT OFF, 4. 2-18/2 FPL WIRE AND 1-22/4 FROM ALARM PANEL TO GAS CONTROLS LOCATION FOR FIRE SUPPRESSION, PANIC, AND BAGK COUNTER PHONE. 5. DEDICATED BRANGH GIRGUIT 12/2 M.G. TO ALARM PANEL INSTALLATION AREA. 6. DEDICATED BRANGH GIRGUIT 12/2 M.G. TO A QUAD OUTLET (INVERT REGEPTAGLE5) AT ALARM PANEL LOGATION 1. KEYPAD LOCATION TO ALARM PANEL LOCATION USING 1-18-4 F.P.L. WIRE 8. 51REN: LOCATION OVER FRONT DOOR IN SOFFIT. 18-2 F.P.L. HOMERUN TO PANEL LOCATION Cl. SMOKE DETECTORS: LOGATED BY PRINT, WIRE IN SERIES USING 18-2 F.P.L., I HOMERUN TO PANEL IO.HEAT DETEGTOR5: LOCATED OVER RESTROOM, GORE AREA, AND PIZZA OVEN. WIRED IN SERIES USING 18-2 F.P.L. HOMERUN TO PANEL II. HEAT DETEGTORS: OVER ELECTRIC PANELS. WIRED USING 18-2 F.P.L. HOMERUN TO PANEL 12. STROBES/HORN STROBES: WIRED IN SERIES USING 18-2 F.P.L. I HOMERUN TO PANEL 13, MOTION DETECTORS: AS LOCATED BY PRINT. EAGH WIRED AS HOMERUN TO PANEL USING 22-4 PHONE WIRE 14. FRONT, BACK � ELEGTRIG PANEL DOORS: EACH WIRED AS HOMERUNS TO PANEL AND BROUGHT THROUGH TOP OF EACH DOOR FRAME USING 18-2 F.P.L. 15. GLASS BREAK DETECTOR: AS LOCATED BY PRINT. (IF MORE THAN ONE, WIRE IN SERIES) USING 22-4 PHONE WIRE. I HOMERUN TO PANEL 16, TEMPERATURE CONTROL MONITORS: A5 LOCATED BY PRINT. EAGH TO HAVE 1-18/4 F.P.L. TO PANEL LOCATION, EACH TO HAVE 1-18/2 GREY SHIELDED WIRE TO GOOLER LOCATION AND FREEZER LOCATION RESPECTIVELY. Il. PAY PHONE: AS LOGATED BY PRINT. CENTER TO BE AT 41" A.F.F. WIRED USING 22-4 PHONE WIRE. I HOMERUN TO PANEL 18. PHONE LINE DE -MARC: WIRED USING (2) 22-4 PHONE WIRES. EACH A HOMERUN TO PANEL AREA. Iq. ALL WIRES TO BE LABELED AT PANEL LOCATION. 20. 8' MIN. SLACK TO FLOOR FROM CEILING 21.ATM: AS LOCATED BY PRINT. TO BE WIRED USING GAT -V WIRE. HOMERUN TO GAS CONTROL AREA. I5' MIN. SLACK AT CONTROL AREA. 22. GORE AREA CO DETEGTOR: 1-18/4 HOMERUN TO ALARM PANEL. 23. IF HOT WATER HEATER 15 OAS/PROPANE ADD GO DETECTOR: 1-18/4 FROM HWH TO ALARM PANEL. NOTES: WOOD AND RELATED ITEMS I. 5TRUGTURAL LUMBER TO HAVE FB VALUE = 1100 P.S.I. MINIMUM AND E VALUE = 1,300,000 P.S.I. 2. ROOF TRU55 FABRIGATOR TO FURNISH OWNER WITH THE FOLLOWING INFORMATION: A. LETTER OF COMPLIANCE WITH N.Y.5. GONSTRUGTION CODE. B. DESIGN LOADS AS PER LOCAL REGUIREMENT5. GENERAL NOTES 1. DESIGN AND GONSTRUGTION OF ALL WORK SHALL CONFORM TO NEW YORK BUILDING CODE, APPLIGABLE LOCAL AND STATE CODES, ORDINANCES, AND REGULATIONS, INCLUDING TH05E TO THE TOWN OR VILLAGE. IN CASE OF GONFLIGT BETWEEN THE CODES, STANDARDS, REGULATIONS, SPEGIFIGATIONS, GENERAL NOTES AND/OR MANUFAGTURER'S REQUIREMENTS, USE THE MOST STRINGENT PROVISIONS. 2. HOLD HARMLESS THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND THEIR AGENTS AGAINST LOSS, DAMAGE, LIABILITY, OR ANY EXPENSE ARISING IN ANY MANNER OR INDEPENDENT CONTRACTOR OR THEIR RESPEGTIVE EMPLOYEE; INCLUDED SHALL BE THE STATE SCAFFOLDING ACT. 3. DO NOT SCALE DRAWIN65. 4. HVAC UNITS AND HOT WATER HEATER SHALL BE HARDWIRED TO SMOKE ALARMS TO SHUT OFF. 5. 5TEWART'S SHOPS, ING. ADHERES TO ALL RULES AND REGULATIONS SET FORTH IN THE FEDERAL REGISTER: 28 GFR PART 36, NONDI5GRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC AGGOMMODATION AND IN GOMMERGIAL FAGILITIES; FINAL RULE, DATED FRIDAY, JULY 26, Iggl, SEGTION 1. REFER TO DETAILS ON DRAWINO A-14 FOR 5PEGIFIG APPLICATIONS. 6. OGGUPANGY: M MERCANTILE, GON5TRUGTION TYPE: VB, FIRE AREA: 3500 50. FT. 1. ALL GLASS TO BE THERMAL GLASS AND ALL 5LA55 IN DOORS, SIDELIGHTS, AND WINDOW5 WITHIN 18" OF FLOOR SHALL BE SAFETY GLAZING. 8. SOIL BEARING GAPAGITY TO BE 2000 LB5./50. FT. FOR ALL FOUNDATIONS DURING GON5TRUGTION. q. GONTRAGTOR5 ARE TO USE 8 COATED RING NAILS FOR ALL SHEETING AND 12-16 PENNY NAILS FOR ALL FRAMING (NO STAPLES ARE TO BE USED). 10. GONTRAGTOR TO INSTALL (2) MILLER RA40 PERMANENT ROOF BRAGKET5 AT PEAK ON BAGK SIDE OF BUILDING. 11. GONTRAGTORS GERTIFY TO THE BEST OF HIS/HER KNOWLEDGE, INFORMATION AND BELIEF, THE MATERIALS INCORPORATED INTO THE PROJECT, AND AS USED DURING THE GON5TRUGTION PROGE55 ARE FREE OF ANY ASBESTOS MATERIAL. 12. ROOFING INSTALLER MUST BE OWENS GORNING CERTIFIED AT THE PREFERRED PROTEGTION LEVEL AND USE THE FOLLOWING PRODUCTS TO QUALIFY FOR THE "PREFERRED PROTECTION ROOFING SYSTEM LIMITED WARRANTY": • OWEN5 GORNING VENT5URE 4' STRIP RIDGE VENT • OWEN5 GORNING STARTER SHINGLE ROLL • OWENS GORNIN6 PRO ARMOR SYNTHETIC, ROOF LINER • OWENS GORNIN6 WEATHERLOGK SELF-SEALING IGE 8 WATER BARRIER NOTES: GONGRETE AND RELATED ITEMS I, CONCRETE HAVIN5 A MINIMUM GOMPRE551VE 5TRE55 OF 4,000 PSI AT 28 DAYS WITH A MINIMUM OF 6 BA65 OF GEMENT PER CUBIC YARD. THE GONGRETE FLOOR SHALL BE 4000 PSI AT 28 DAYS. 2, ALL GONGRETE WORK SHALL GONFORM TO THE AGI CODE, AGI 50 LATEST EDITION. 3, ALL GROUT SHALL BE NON SHRINK GROUT HAVING A MINIMUM GOMPRE551VE STRENGTH OF 1500 P51 AT 28 DAYS. SUBMIT MIX DESIGN FOR THE REQUIRED STRENGTH TO ENGINEER FOR REVIEW. 4. ALL GONGRETE SHALL BE PLAGED ON UNDISTURBED EARTH. WHERE EARTH 15 DISTURBED, INSTALL 6" R.O.B. GRAVEL, GOMPAGTED TO g5% PROCTOR. 5. MAXIMUM AGGREGATE SIZE: 3/4" FOR FOOTINGS, WALL BEAMS, SLA55 AND COLUMNS; 3/8" FOR GONGRETE TOPPING. 6. PROVIDE AIR ENTRAINED GONGRETE WITH AIR CONTENT OF 5% TO 1% FOR ALL GONGRETE EXPOSED TO EARTH OR WEATHER. 1. FINISH - GONGRETE SLAB TO RECEIVE A SMOOTH TROWEL FINISH AGGEPTABLE FOR TILE OVERLAYMENT. GONGRETE WALK5 TO BE BROOM FINISH/SLOPE PER SECTION, DELIVERY PAD TO HAVE A FLOAT FINISH. 8. ALL HONEYCOMBS IN EXPOSED GONGRETE SHALL BE REPAIRED IMMEDIATELY. q. THE CONTRAGTOR SHALL INSTALL AND VERIFY THE LOCATION OF ALL ANCHORS, DRAINS, SLEEVES, SLOTS, OPENINGS, ETG, FOR OTHER TRADES BEFORE PLAGINO CONCRETE. 10. FOOTINGS SHALL BE FORMED AND POURED. I1. SAFE TO BE ABOVE GRADE ANCHORED BELOW ORADE, LOCATED IN OFFICE. 12, DIMENSIONS ARE FROM OUTSIDE EDGE OF FOUNDATION WALL. NOTES: MASONRY AND RELATED ITEMS 1. REINFORGING, 6xbxlO/10 WELDED WIRE MESH SHALL BE INSTALLED IN FLOOR, SIDEWALKS, AND PADS MANUFAGTURED TO MEET THE LATEST ASTM AI85 AND FEDERAL AND STATE SPEGIFI6ATION5. LAP SHEETS 12" EACH WAY. WELDED WIRE MESH IN GONGRETE SLAB5 ON EARTH SHALL BE PLAGED APPROXIMATELY IN THE BOTTOM I/3RD OF THE SLAB. 2. REINFORGING STEEL: REINFORGINO STEEL SHALL BE GRADE 60 DEFORMED BARS AND GONFORM TO ASTM 615. 3. LAP AND TIE ALL REINFORCEMENT 30 BAR DIAMETERS. 4, REINFORCING TIE STEEL BARS SHALL BE #5 BARS. 5. POURED WALL REINFORGEMENT: HORIZONTAL BARS: 2 - #5 VERTICAL BARS AT GORNERS: #5 TIED TO FOOTING. 6. CONCRETE GOVER FOR REINFORCEMENT: INTERIOR EXPOSED TO EARTH OR WEATHER FOOTINGS ___ 3" PIERS 1 1/2" 2" SLAB5 3/4" 11/2" 1. VERTICAL REBAR NOT TO BE WETSET. 8. FOUNDATION WALLS: CAST -IN-PLACE GONGRETE WALLS UNLESS OTHERWISE SPEGIFIED. IF GMU15 ARE SPECIFIED USE 6", 8" OR 10" OR ANY GOMBINATION THEREOF, CONFORMING TO GRADE N -I OF ASTM G-55-71. COLOR OF DECORATIVE BLOCK TO BE SELECTED BY THE OWNER. SEE BUILDING SECTIONS. q, MORTAR: 1) COLOR OF MORTAR SHALL MATGH DEGORATIVE BLOCK. 2) HYDRATED LIME: ASTM 6207, TYPE 5 3) SAND SHALL CONFORM TO ASTM G-144 4) WATER SHALL BE GLEAN AND POTABLE. 5) DECORATIVE BLOGK JOINTS TO BE RAKED. 10. SEAL SIDEWALKS, GURBS, AND PADS WITH GON-SPEC, #1-30% SOLIDS CURE AND SEAL OR APPROVED EQUIVALENT. ■r. NOTES: PLUMBING I. ALL PLUMBING WORK, EQUIPMENT, FIXTURES AND SYSTEMS SHALL BE INSTALLED IN AGGOrDANCE WITH ALL ORDINANGE5, REGULATIONS AND PLUMBING CODES AS ADOPTED BY THS LOCAL, STATE AND COUNTY AUTHORITY. 2. PLUMBING INSPEGTION5 AND APPROVAL SHALL BE PERFORMED PERIODIGALLY THROOHOUT THE JOB AND AT THE END OF THE PROJECT AS REQUIRED BY THE LOCAL PLUMBING INSPECTOR. 3. PLUMBING GONTRAGTOR SHALL COORDINATE ALL WORK AND PENETRATIONS THROUGH ROOF, FLOORS, AND WALLS WITH AFFEGTED TRADES. VERIFY LOCATIONS OF ALL OTHER PIPING DUGTWORK AND ELECTRIC, GONDUIT EQUIPMENT PRIOR TO INSTALLING PLUMBING SYSTEM. 4. THE PLUMBING GONTRAGTOR, PRIOR TO ESTABLISHING THE SANITARY SEWER INVERTS IN THE BUILDING SHALL VERIFY ALL EXISTING INVERTS OF THE STRUGTURE (5). 5. TESTING AND INSPEGTION OF ALL PLUMBING SYSTEMS SHALL BE PER THE REOUIREMENT5 OF THE N.Y.S. BUILDING CODE. 6. 5TEWART'5 WILL FURNISH ALL PLUMBING FIXTURES AND AGGESSORIES A5 SHOWN ON OR INDIGATED ON THE DRAWIN65, IN AGGORDANGE WITH HANDICAPPED REQUIREMENTS. 7. ALL COLORS, MANUFAGTURERS, DESIGN SHALL BE APPROVED BY THE OWNER. 8. WATER ABOVE GRADE - TYPE L COPPER WITH COPPER FITTIN65 OR PEX TUBINO WATER BELOW GRADE - TYPE K COPPER WITH COPPER FITTIN65 OR PEX TUBING SANITARY ABOVE GRADE - PVG SANITARY BELOW GRADE - PVG VENT PIPING - PVG q. ALL HOT AND GOLD WATER PIPING SHALL BE INSULATED WITH FIBER GLASS WITH JACKET AND VAPOR BARRIER OR RUBBER ARM -FLEX TYPE INSULATION WITH VAPOR BARRIER WHEN IN GONGRETE FLOOR. 10. PLUMBING GONTRAGTOR SHALL INSTALL SMOKE TIGHT UL RATED NON-GOMBUSTIBLE JOINTS AT ALL PENETRATIONS THROUGH FIRE RATED FLOORS AND WALLS. 11. FLUMBINO GONTRAGTOR SHALL ANCHOR AND HANG ALL PIPING INGLUDIN6 NATURAL OAS AND PROPANE SEGURELY TO PERMANENT BUILDING STRUGTURE WITH FASTENERS AS APPROVED BY ENGINEER. 12. HOT WATER HEATER(5) SUPPLIED BY 5TEWART'5. 13. INSTALL VACUUM BREAKERS, WATER HAMMER 150LATORS A5 REQUIRED. 14. INSTALL WATER METER INSIDE STORE AT INGOMIN6 5ERVIGE. 15. GOUNTER SINK, 3 -BAY AND MOP SINK, AND DIPWELL TO CONNECT TO 1000 GAL. GREASE TRAP FOR SEPTIC SYSTEMS. (UNLESS ILLUSTRATED OTHERWISE ON PLUMBING PLAN) 16. INSTALL "AIR GAP" ADAPTERS ON ANY INDIRECT WASTE LINE BEHIND COUNTER WORK Il. INSTALL FLOOR DRAINS WITH TRAPS IN CENTER OF COOLER AND BATHROOM FLOORS. 18. ALL SANITARY WASTE LINES TO BE 4" PVG INSIDE BUILDING. Iq. DIMENSIONS ARE FROM OUTSIDE EDGE OF FOUNDATION WALL. 20. PLUMBING GONTRAGTOR SHALL INSTALL BALL VALVE GATE VALVE AT THE DIP WELL (SEE DETAIL). 21. GONTRAGTOR SHALL RUN ALL 1.0" NATURAL GAS LINES. 22. ALL DRAINS TO HAVE TRAPS. 23. ALL SUPPLY LINES THAT PENETRATE SLAB TO BE INSULATED. 24. PLUMBER TO PLACE SLEEVE AND SUPPLY LINE FOR IRRIGATION SYSTEM. 25. ALL FIXTURE SUPPLY LINES TO HAVE DEDIGATED AND LABELED SHUT OFFS. 26. FLOOR DRAIN TO BE SIOUX CHIEF MODEL NO. 832-35PNR. GLIMATIG AND OEOORAPHIG DESIGN GRITERIA GROUND WIND SEISMIC, DAMAGE FR05T DAMAGE DAMAGE WINTER ICE SHIELD FLOOD 5NOW LOAD SPEED DESIGN FROM LINE FROM FROM DE516N UNDERLAYMENT HAZARDS CATEGORY WEATHERING DEPTH TERMITES DECAY TEMP. REGUIRED 51-I6HT NONE TO 60 GO G SEVERE 45" TO SLIGHT 6 YES NO MODERATE ALTERATION5 TO TH15 DOCUMENT 8Y OTHER THAN AN AUTHORIZED LICEN5ED FROFE55IONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAN STORE NAME, ABBREVIATION $ NO. LAKE OEOROE OUTLETS - LOOB - 458 SITE LOCATION 1435 US ROUTE c[ - LAKE OEOROE, NY 12845 DATE NO. REVISIONS P.O. BOX 435 1 5ARATOOA SPRINGS, NY 12866 TEL. (518)581-1200 FAX (50)551-12011 DRAWN BY: GP 5GALE: AS SHOWN DATE: 2/lq/16 DRAWING NO. A-15 TITLE: BU I LD I NO NOTES \IR 376F� ®�''�a °F TIE stet``/ ALTERATION5 TO THI5 DOCUMENT BY OTHER THAN AN AUTHORIZED LIGEN5ED PROFESSIONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUGATION LAW STORE NAME, LAKE OEOROE OUTLETS — LOOB — 458 1435 US ROUTE q — LAKE OEOROE, NY 12845 DATE NO. REVISIONS I/26/Ibi FRONT GOUtFER P.O. BOX 455 '1 5ARATOGA SPRIN05, NY IW66 STEL. (518)561-1200 FAX (50)581-I20q DRAWN BY: GP 5GALE: 1/4"=['-C" DATE: 2/IM6 DRAWING NO. r ITLE: FLOOR LAYOUT PLAN