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2010-544 TOWN OFQ UEENSBURY FOTO742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20100544 Date Issued: Wednesday, January 23, 2013 This is to certify that work requested to be done as shown by Permit Number P20100544 has been completed. Tax Map Number: 523400-296-017-0001-050-000-0000 Location: 880 STATE ROUTE 9 Owner: R&T ANTIQUES PROPERTIES LLC Applicant: CHARLES E. MOORE This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enfor ment Planning Board or Zoning Board of Appeals. 40111ATOWN OF QUEENSBURY I;1 Tv4ire 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100544 Application Number. A20100544 Tax Map No: 523400-296-017-0001-050-000-0000 Permission is hereby granted to: CHARLES E. MOORE For property located at: 10 MONTRAY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: CHARLES E. MOORE 26 OVERLOOK Dr Septic Alteration Residential QUEENSBURY,NY 12804-0000 Total Value Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-544 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,November 22,2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To oeensbyy; 1Vontr,November 22,2010 SIGNED BY /) Yd for the Town of Queensbury. Director of Building& e Eloncement I.i _ - ,,„ f! ,, _ , Community Development Offic J - Town of Queensbury • 742 Bay Road • Quiaensbury;New York -1280 F.,L : ES > Office Use Only ._ f / TAX MAP NO. 1 / PERMIT NO. ,TC l PERMIT FEE ��� APPROVALS: ZONING TOWN CLER APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION ISSSUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: k\ RNA &?LLC INSTALLER: eq_ wk. k(AN'IoD4 ADDRESS: ( 7 V ) ADDRESS: PHONE NOS. -m)y"2 -e ow PHONE NOS. Z agir y2 4-14-3 LOCATION OF INSTALLATION: `Q kol.1' '7 RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRIND R 1980 or older X 150 = INSTALLED? 1981 -1991 X 130 = SPA OR HOT TUB MO 1992 present �{ X 110}� _ �7INSTALLED? PARCEL INFORMATION: `""j�'�S ` ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ' ✓ SOIL NATURE: SAND u LOAM CLAY OTHER � ✓ GROUNDWATER: AT WHAT DEPTH?___ Q i ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL V. WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS t tAw„ - PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: ‘iGALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. 'St ,,LAZA kt.)FICaA aS lrk.) SYSTEM TYPE: 41-1 . 6C— ABSORPTION FIELD(WITH NO.2 STONE) Total length 6 ft. Each trench 3 X `..tn _ - _ ,•. •, -ow man . Siae2 . .-. . . - Y.-. Teck e2 Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sani Sewage Di osal Or inance. codes0aueensburv.net ' O VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Person Respons' a ate www.oueensbury.net Septic Inspection Report Office No. (518) 761-8256 Date Ins•- '•n -• - •. Queensbury Building&Code Enforcement Arrive: _,a. 0) �` P -••it: 31,it am1m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia1M1T ,�► v.�f NAME: �� Na: 45L7 / / LOCATION: f ►\ . ► . % : I INSPECT ON: —2-2--1-72 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/ - Y N N/A [150'to well required if NO] Absorption Field: Total length _ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _Y_N End Cap Y N f. Inlet/Outlet Pipes&Baffles Y N \S7 Manholes 12"or less below grade Y_N e.--.‘ ‘---- ( 7—' [provide extension collar if Yes] Y_N ' '.L. 1 •‘' Location Separations t" Foundation to tank ft. ��.�' s � Foundation to absorption ft. \� 5 Separation of Pits Conforms as per Plot Plan J N Engineer Report and As-Buil Y—N ETU Maintenance Contr. ' N provi• Location of System on •roperty: Front r -.r Left Side Right Side Middle Front Middle Rear tern U S . us: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc s ` Septic Inspection Re• • Office No. (518)761-8256 Date Ins req -� • Queensbury Building&Code Enforcement Arrive: t kb • ZVI •rt: am/pm 742 Bay Rd.,Queensbury, NY'1804 Inspector's Initials:`iii, NAME: R 'T l( �E� ' :41 NO.: 117) -SSL LOCATION: b TiaT� Q,��i F I r ON: (o —t1 1 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance _ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N NIA [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y_N End Cap Y_N Inlet/Outiet Pipes&Baffles Y._N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y_N ETU Maintenance Contract _Y N provided Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear U S s: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Fomis\Inspection Fonms\Septic Inspection Repa#_03 29 10.doc A ..AIIllik. 169 Haviland Road Queensbury,NY 12804 Hutchins Engineering Phone:(518)745-0307 Fax(518)745-0308 June 14, 2011 Mr.John O'Brien. Town of Queensbury_ 742 Bay Road Queensbury, NY 12804 Re: Tom Wessling and Roger Brown l R&T Antiques 10 Montray Road,Tax Map#296.17-1-50 Dear Mr. O'Brien: As you are aware,.this office prepared site design documents, including a wastewater system design, for the:R&T"Antiques project. We have provided periodic site inspections throughout the construction process. The wastewater system consists of a 1,250-gallon traffic-rated precast concrete septic tank and 144 feet of infiltrator equalizer 36 chambers installed in crushed stone. The septic tank has risersto grade on each end and is therefore locatable in the field. Based upon our periodic inspections, discussions with owner, and discussions with the installing contractor, it is my opinion that the systemis installed in general conformance with the design plans prepared by our office. We trust this information is sufficient for your needs. Please contact me if you have any questions or if you require additional information. Best Regards, - k E CEIIVER ,,,,,,,,, G. as Hutchins, RE. Reinu Cc:. Tom Wessling. Tom Albrecht TOWN OF QUEENSBURY Ruben Ellsworth BUILDING&CODES G.Thomas Hutchins.P.E. -3 kt=dyliesciat Septic Inspection Report Office No. (518) 761-82564 Date Inspection req, ii •- -•: Queensbury Building&Code Enforcement Arrive: L.acla.a, VP •-part: 7 0.315 am 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial / P A NAME: 4 4 L... - IT NO.: - 4/ LOCATION: O ' 014 fa-3_ '. • ON: -- _ - RECHECK: Comments and/or diagram Soil Ty .: Sand Loam/Clay Type of Water:rMunia.. /Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. 1oJFALT' ia_ ength of each trench _0P...A ft. Depth of trenches ft. Size of Stone - --Z.._ Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank eC xo�r �A \4 ) J VE ) Tank to Distribution Box t-t" tihGk y(5 Distribution Box to Field Pit ; Th._ • . . \�iF t cvc4=5-Cc 2 3 td Z- 6r1E Opening Sealed: / N End Cap N Inlet/Outlet Pipes&Baffles _N Pt_s_vj 1\____—VE-9 o n5 © v Manholes 12"or less below grade Y [provide extension collar if Yes] Y V N Location/Separations Foundation to tank Cr4A ft. Foundation to absorptionft. Separation of Pits 7 ft. c ac per Pkv Plan „Z Y Enineer Report and As-Built, Y_N > P__EPoe___ ! Maintenance ontract Y N 000 E1��\� = -� provided - 'b �, 41 -a)‘C_\-p Location of System on Property: rout Rear Left Side Right Side Middle Front Middle Rear stem U ,t Approved D -ro C - _ Partial Approved and needs to be - ;-a ^• -• .- •-;II I - ;ui ng &Codes Office Disapproved l:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc /7� j t) �' r ) ^ _ /_I%l fr-u t Septic Inspection Repo Office No. (518)761-8256 Date Ins n -*- -.. Queensbury Building&Code Enforcement Arrive: %1-iei a , I•rt: Ai, a , pm 742 Bay Rd., Queens. , NY12804 Inspector's Initis ' NAME: # • • NO.: i LOCATION: ) " A l i .SPECT ON: -S" -�'/ RECHECK: ,j' MLA- Comments and/or diagram Soil Type• 1L Loam/Clay Type of Water: niapa Well Water Wate T paration distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank LA'� Lj Tank to Distribution Box I-,QQ ?4s -T is'AV Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y_N Manholes 12"or less below grade Y N � P� c_ T i�t t +�1.7711\\.-\__E > [provide extension collar if Yes] Y N 'NC?--c7 \ 0 Location/ Separations MDQ L F1 F9 Q 6Vt2 �uT�+E J' Foundation to tank SO ft. Foundation to absorption ft. -D v P\?, Separation of Pits ft. O ��o tib of L__ c-‘,E\X> Conforms as per Plot Plan —Y N Engineer Report and As-Built Y N 1 C72 \ ETU Maintenance Contract Y—N k �-UE \ _ � �' D' provided b\\ 'C� �'C7Vel Location of System on Property: (`- .5?\ C- 1-Vk Front • -•r Left Side Right Side Middle Front Middle Rear em - Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Foims\Inspectlon Forms\Septic Inspection Report,_03 29 10.doc Siw,)F7 kr'dr• \r ' \\- rni A - '. . • MONTRAY D rea 1 (- 1 <\r:-).7‘ \la' 0 A9 AB 4-)- a -Raw \ R• 11).\‘' S 0 - 12CEBVE -‘ 100'-on MAY 16 2011 - • ., 20'-0" 2O'-O' 20'-0" 20'-O" . -•-e• - T WN OF QUEENSB RY BUILDI14 COD- c.( C kt (1V4"kiCk1/4r 30`-in TO T.O. WALL STEP "... 1 . •i• VISY . Lk Uk IkI\ __T A V - •:::,,777.-:....... -.._ • i - Fa I . N(404 /NI NsNiD - T iv„\Ar\ 4 i %t ' ,...,„4" -11. -- . , N -.... V,P) " Z. • '-• 1 El .. . .J „" .\ \CLekkr. c{oWN OF QUE -1.SLit — s . 4- "•`.4' . \ (.....) 11 i BUILDING & -*Di,/ r / .-4- _ .... • _ ... • .. • , ,i. , .,• Reviewed B -7.41/. 410, I. , ..--- ---1..„. 1 viomEitis ' ... - 1 / . 1.ii, T.O.T.O. GRADE. FIR Date: . , —M• jr . 1 maw ,,,, 1 ELEV. = Ot-OH -.."--, •-•-e \ i iv )i. !1i - RETAIL COIN ... ..., . _ , \\ ...‘ \e 1 i . 6 Nk 4, Mi/F --.. \ • 5. .‘f • / a I _ — , ____ II I -AB '' FIRE-EXT. .. t..) .. 11111"1.1"11111111°' 1 1 . 114 2 A :OTH III PIQES, 4.\ UP 3' :q.I NIF NO INN11.ATION 416. 1 1 STAIR. 1 • 11/074 . .1 1111 e. in • 11-1.—.. • • ,44.....„ . ' L1 ' 1_1 I _ Ct"kfL uc. ..4----- 45P—On TO T.O. WALL STEP 1 AREA VARIANCE APPROVAL RESOLUTION MOTION TO APPROVE AREA VARIANCE NO 52-2010 TOM WESSLING AND ROGER BROWN Introduced by Richard Garrand who moved for its adoption, seconded by Joan Jenkin: 10 Montray Road. Applicant proposes removal of two existing residential structures on a .52 acre parcel and construction of a 6,000 square foot building for retail business and karate studio. The relief required, 42 feet of Travel Corridor Overlay relief as per Section 1794.030; 48.16 feet of west front setback relief and 26.17 feet of north front setback relief. Both setback requests as per 179-3-040. Also requesting nine feet of south rear setback relief as per 179.3-040, reduction of 11 spaces from the 29 space requirement for retail as per 179.4-090, and two feet of length relief for all 18 proposed parking spaces as per 179-4-090. In making the determination, the Board shall consider: Whether benefits can be achieved by other means feasible to the applicant. Given the size of this lot and the topography of this lot, we think the applicant has done a decent job of designing this retail space. To get a building of that size in there on that topography I think that the applicant has done the most logical thing. Will this produce an undesirable change in the neighborhood or character to nearby properties? No, we think its an improvement to the neighborhood. Taking out two old structures and replacing them with a new, rwdem structure, all with modem amenities, stormwater control and septic should be an improvement. Whether this request is substantial, given the magnitude of this project and the number of variances, this might be deemed substantial. Will this request have adverse physical or environmental effects on the neighborhood? Given the stormwater proposal and the information provided by the engineer at hand, from what we can tell, this won't have any adverse environmental impacts on the neighborhood. Is this difficulty self-created? Because it's the applicant wishing to come before us with this application to build this building, it may be deemed self-created. So I move we approve Area Variance No. 52-2010. Duly adopted this 22nd day of September, 2010, by the following vote: AYES: Mr. Clements, Mr. Koskinas, Mr. Urrico, Mr. Kuhl, Mrs. Jenkin, Mr. Garrand, Mr. Underwood NOES: NONE SIGN VARU4NCE SEQRA RESOLUTION MR. UNDERWOOD-Okay. They gave us the Short Form with their packet, right? Yes. Okay. I'll go through the Short Environmental Assessment Form. Again, the project information is all on the form that they submitted, and project applicants are Tom Wessling and Roger. Brown, for R 8 T Antiques, and the project location is Queensbury in the Town of Warren, and Ws, again 10 Montray Road, the comer of Montray and New York State Route 9. In describing the project briefly, the placement of a sign to accompany the construction of the new retail building which encompasses both their current business and the karate studio, professional offices and/or permitted uses. The sign will be in the front on Route 9. Parking and setback variances will be required in the back, but that, we've already granted the relief for those. We're just talking about the sign here. As far as, does the aspect of the action have a currently valid permit or approval. There currently is no sign on the premises where they're proposing to place the sign, but, and as a result of the proposed action, will the existing permit approval require modification? I don't believe so. They submitted what relief was necessary here, and that's what we're going to be granting them, as far as the process goes. Does the action exceed any threshold as far as we're concerned? It apparently does extend into the corridor that's provided, the Travel Corridor Overlay, but as far as, it has been identified the amount of. relief that's being requested is minimal and it's less than relief than for almost every other sign along the corridor there, I think, with the exception of maybe one or two that are set back the proper distance. The hotel up the road I think is at proper distance and I think also the restaurant just up the road also. As far as the project having an impact on the environmental characteristics that cause the establishment of a CEA, I don't think we're dealing with that here, because we're on a relatively busy commercial corridor. So I don't think that that's going to be a problem, and as far as any environmental impacts as far as the sign goes, I don't believe there are any. I think the traffic issues have been dealt with, and it's set back for a reasonable distance so that any traffic exiting Montray Road would be able to see the flow of traffic coming from the north or the south at that point In time. So, based upon the analysis having been done, I would give it a Negative Declaration. MOTION THAT BASED UPON THE ANALYSIS HAVING• BEEN DONE I WOULD GIVE THE SIGN VARIANCE A NEGATIVE DECLARATION, Introduced by James Underwood who moved for its adoption, seconded by Richard Garrand: 10 Montray Road, Duty adopted this 22"4 day of September, 2010 by the following vote: AYES: Mr, Urrico, Mr. Koskinas, Mr. Clements, Mrs. Jenkin, Mr. Kuhl, Mr. Garrand, Mr. Underwood NOES: NONE SIGN VARIANCE APPROVAL RESOLUTION MOTION TO APPROVE SIGN VARIANCE NO 53-2010 TOM WE LING AND ROGER BROWN• Introduced by James Underwood who moved for its adoption, seconded by Ronald Kuhl - 1O Montray Road They're proposing construction of a 50 square foot monument sign within the 15 foot minimum setback requirement for freestanding signs, and they're seeking 13.35 feet of setback relief for a proposed 50 square foot freestanding siqn frontirw on State Route 9. As far as undesirable change, we feel that the sign will be, because of the nature of it being a monument sign, it's not going to be a detriment to the neighborhood. The topography of the lot makes it necessary to place the sign in the proposed location for proper exposure of the business and most businesses require signage to be identified by passing traffic, and whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district, the nature of the sign as proposed seems to be very adequate for their needs, as far as advertising the business, and also with the addition of the shrubbery and vegetation it's going to look quite nice, and whether the alleged difficulty is self- created, the difficulty may not be self-created as the lot topographically appears to dictate the proposed location of the sign. So 1 would move for its approval. Duly adopted this 22nd day of September, 2010, by the following vote: AYES: Mr. Clements, Mrs. Jenkin, Mr. Garrand, Mr. Koskinas, Mr. Urrico, Mr. Kuhl, Mr. Underwood NOES: NONE SITE PLAN APPROVAL RESOLUTION MOTION TO APPROVE SITE PLAN NO 59-2010 TO WESSLING 8 ROGER BROWN, Introduced by Stephen Traver who moved for Its adoption,. seconded by Paul Schonewolf: Paragraph A complies. a) Pursuant to relevant sections of the Town of Queensbury Zoning Code [Chapter 179-9-080)), the Planning Board has determined that this proposal complies with the requirements as stated in the Zoning Code; and b) The requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Negative Declaration; and c) Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. The applicant must meet with Staff after approval and prior to issuance of Building Permit and/or the beginning of any site work. Subsequent issuance of further permits, including building permits is dependent on compliance with this and all other conditions of this resolution; and d) As -built plans to certify that the site plan is developed according to the approved plans to be provided W -W to issuance of the certificate of occupancy; and e) The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, approval, permitting and inspection; and f) The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff g) Engineering sign -off required prior to signature of Zoning Administrator. h) If curb cuts are being added or changed a driveway permit is required. A building permit will not be issued until the approved driveway permit has been provided to the Planning Office. i) The applicant must submit a copy of the following to the Town: 1. The project NOI (Notice of Intent) for coverage under the current NYSDEC SPDES General Permit or for coverage under an individual SPDES prior to the start of why site work. 2. The project NOT (Notice of Termination) upon completion of the project; and 1) The applicant must maintain on their project site, for review by staff. 1. 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 pian was prepared and approved; and 2. The project NOI and proof of coverage under the current NYSDEC SPDES General Permit, or an individual SPDES permit issued for the project. k) This plan is approved with the following two conditions: 1. Final plans to be revised to show appropriate inlet gate protection during construction. 2. Lighting plan on final plan modified to obtain compliance with Code. The lighting plan shall be modified to alter the fudures from 150 watt to 100 watt, to obtain compliance. 3. Engineering signoff. Duly adopted this 306 day of September, 2010, by the following vote: AYES: Mr. Schonewolf, Mr. Magowan, Mr. Jackoski, Mr. Krebs, Mr. Traver, Mr. Sipp, Mr. Hunsinger NOES: NONE MAP REFERENCE.' MAP OF LANDS OF FRANK BORK & ALEXANDER J. P07ENZA DATED: AUGUST 23, 1995 BY., COULTER & McCORMACK 210 Ce RIM=208.84 ... ....... _.. 210 BENCH MARK NAIL IN UTILITY POLE NM 61 1/2 ELEV. = 206.88' CB RIM -204.97 OD 1~ w +�G � PC , dC A � On p ami %210.; �•0^J , coNCREtE , 4f � co O I� F" E 46 b e oAik ,, N 5URFACE a 0 44 o 0 j \ r0 0 E4 z W � ... \ 57AR5 srA r� ' O FILE COPY0 VL b 12"t cr aS I O TEL PCB RIM -204.20 WJ. . � rf �T R A r , 6.46' e BIRCH RO 3 i 4-5-54- 41 , AREA • 41 1 0N X693 sq. ft. OAK i °58' d 0;. 57 acres i°O DED CB RIM -204.97 LEGEND: CM. = CONCRETE HIGHWAY MONUMENT O IRS = IRON ROD SET/TO BE SET qL = UTILITY POLE GB❑ =CATCH BASIN W = FIRE HYDRANT Wv Dd = WATER VALVE = WOOD FENCE = CHAIN LINK FENCE = EDGE OF WOODS VERTICAL DATUM: ASSUMED CC1VTOUR INTERVAL = 1 FOOT LANDS N/F OF ALEXANDER POTENZA FRANK BORK 681/305 0 O � Z O � 0-- a U J � W O C) CL CL Q O rn 0 0 T— LAI<7 !9 tai 1~ w +�G � PC CD z dC A � On p ami %210.; �•0^J , coNCREtE , 4f � co O I� F" E 46 b e oAik ,, N 5URFACE a 0 44 o \ r0 0 E4 z W � ... \ 57AR5 srA r� ' FILE COPY0 VL b 12"t aS I PCB RIM -204.20 O� co 6.46' e BIRCH 3 i 4-5-54- 41 , AREA 41 0N X693 sq. ft. 24, 0;. 57 acres i°O DED Q o - ' o N n� t ' LARgE TRM O O LEGEND: CM. = CONCRETE HIGHWAY MONUMENT O IRS = IRON ROD SET/TO BE SET qL = UTILITY POLE GB❑ =CATCH BASIN W = FIRE HYDRANT Wv Dd = WATER VALVE = WOOD FENCE = CHAIN LINK FENCE = EDGE OF WOODS VERTICAL DATUM: ASSUMED CC1VTOUR INTERVAL = 1 FOOT LANDS N/F OF ALEXANDER POTENZA FRANK BORK 681/305 0 O � Z O � 0-- a U J � W O C) CL CL Q O rn 0 0 T— LAI<7 !9 TOWN OF QUE Dato,x* K zaa BUILDING & sctllle r -2o' Reviewed By" Date: S-1 Sherr 1 OF 1 D1619 DWG. NO. 10071 tai 1~ w M � PC CD z dC A � On p ami 0 U �•0^J a � 4f � co O I� F" E 46 b Cd 40 N kU Cr a 0 44 o 0 E4 TOWN OF QUE Dato,x* K zaa BUILDING & sctllle r -2o' Reviewed By" Date: S-1 Sherr 1 OF 1 D1619 DWG. NO. 10071 C CO M ..•r LANDS N/F OF DEPOT U. S.A., INC. 3108/132 >, z W I� z � z W � FILE COPY0 VL b aS I O� co TOWN OF QUE Dato,x* K zaa BUILDING & sctllle r -2o' Reviewed By" Date: S-1 Sherr 1 OF 1 D1619 DWG. NO. 10071 0 w 0 ZONING REGULATIONS HC -INT - COMMERCIAL INTENSIVE TAX MAP NO. 296.17-1-50 TRAVEL CORRIDOR OVERLAY DISTRICT MINIMUM LOT SIZE = 1 ACRE MINIMUM LOT ROAD FRONTAGE = 50' MINIMUM LOT WIDTH = 150' MAXIMUM BUILDING HEIGHT = 40' FLOOR AREA RATIO = 0.3 FRONT SETBACK = 75' SIDE SETBACK = 20' (50' TOTAL) REAR SETBACK = 25' MINIMUM LANDSCAPE AREA = 3011, PERCENT PERMEABLE = 309 MONTRAY- - PARKING REQUIREMENTS TOWN OF QUEENSBURY REQUIREMENT 5 SPACES PER 1000 SF OF RETAIL AREA RETAIL SPACE: 6000 SF (3000 SF FIRST FLOOR & 3000 SF LOWER) TOTAL SPACES REQUIRED: 30 fi NO. OF SPACES. NO. OF ACCESS. SPACES: 1-25 1 26-50 2 51-75 3 76-100 4 101-125 5 TOTAL SPACES PROVIDED: 18 TOTAL ACCESSIBLE SPACES. 2 (1 FOR UPPER FLOOR, 1 FOR LOWER AREA) ................................................... .. ................ __ ...... ... . .......... .. ...... .. ............. .. ... .......... .... ...... .... .... ..... ...... .. ..... .. .... ...... - - ::.".'.'.'..'.' .'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.':.'.'.'.'.'.'.'.:'.'.'.'.'.'.':.':.'.'.'.'.'.'.':.'.'.':.'.'::.'.'.'.::.:........................... 0 6 OAK c i.......................................'.'.'. .. 6j:':::.'.'::'::.::':.::':.:':.:':.:::::::::':::.::::':::.'.::.:::.::' :: ...... _....................................... :............... ............ .................... _.......................................................................................::....::::.:::':.'.::'......::. ::.'.'.'.'.:.'. 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TNG .....................................� ........ �.................... f ..._ 12"x18" DOT SIGN MOUNT 60" TO BOTTOM OF SIGN NO PALM ANY Tw SITE DEVELOPMENT DATA TOTAL LOT AREA 0.57 ACRES / 24,693 SF EXISTING PROPOSED FRONT — RT 9 EXISTING IMPERVIOUS AREAS PROPOSED IMPERVIOUS AREAS CHANGE IN IMPERVIOUS AREAS BUILDINGS 1820 SF 3000 SF 1180 SF ACCESSORY STRUCTURES 82 SF 0 (82 SF) DRIVES, PARKING AREAS & SIDEWALKS 1086 SF 10, 387 SF 9301 SF PORCHES/DECKS 435 SF 0 (435 SF) TOTAL IMPERVIOUS 3423 SF 13,387 SF 9964 SF PERCENT IMPERVIOUS (709 MAX) 13.869 54.219 40.359 — ` 1 WALL 2.34' FROM PROPOSED WOODEN — FOUNDATION RAL . ACMTO RAL SITE SETBACKS REQUIRED FOR HC—INT ZONE EXISTING PROPOSED FRONT — RT 9 75' 42.97' 26.84' FRONT — MONTRAY 75' 14.94' 48.83' REAR — EAST 25' 5.50' (SHED) 117.13' REAR — SOUTH 25' 7.39' 16' AREA VARIANCES AREA REQUIRED FOR THE TWO FRONT AND THE SOUTHERLY REAR SETBACKS VARIANCE SUMMARY: FRONT SETBACKS: 75' REQUIRED 26.84' TO STATE RT. 9 R.O. W. PROPOSED, 48.16' OF RELIEF REQUIRED 48.83' TO MONTRAY ROAD PROPOSED, 26.17' OF RELIEF REQUIRED REAR SETBACK (SOUTH): 25' REQUIRED 16' PROPOSED, 9' OF RELIEF REQUIRED PARKING: 30 SPACES REQUIRED 18 PROPOSED, 12 SPACES OF RELIEF REQUIRED SIGNAGE FRONT SETBACK: 15' REQUIRED FOR 1 FREESTANDING UP TO 50 SF PER SIDE 1.65' PROPOSED, 13.35' OF RELIEF REQUIRED MAP REFERENCE BASE INFORMATION FROM "MAP OT A TOPOGRAPHICAL SURVEY MADE FOR R&T ANTIQUES" PREPARED BY VAN DUSEN & STEVS LAND SURVEYORS DATED: JULY 14, 2010 12'"x18" DOT SIGN MOUNT 60" TO BOTTOM OF SIGN FESEMED PARM INTERNATIONAL SYMBOL OF ACCESSIBI TY 0 LkDo 9'-0" NO CONTRACTOR SHALL INSTALL SIGNS AS INDICATED "A Al n TrA DDCn A rt`CCCT0l c PARKING LAYOUT N TS AV 52-2010, SV 53-2010, SP 59-2010 TAX MAP # 296.17-1-50 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ■ o° jrtfi- i 010 i v) COf .f ' y ,i—PROPOSED 4' PEEP STONE i �,;' STORMWATER RUNOFF SUMMARY EXISTING 50-YE4R 0.12 CFS / 0.018 AF DEVELOPED 50 -YEAR 0.05 CFS / 0.007 AF EXISTING 50 -YEAR 0.36 CFS / 0.036 AF DEVELOPED 50-YE4R 0.13 CFS / 0.014 AF EXISTING 100 -YEAR 0.54 CFS / 0.049 AF DEVELOPED 100 -YEAR 0.21 CFS / 0.019 AF WASTEWATER SYSTEM DESIGN TEST PIT DATA SEASONAL HIGH GROUNDWATER OR BOUNDARY CONDITION AND BOTTOM OF 1 .: --= ..........._ 1 OF OFFSITE. NYSDEC DESIGN STANDARDS FOR WASTEWATER TREATMENT WORKS 1988 WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) BY T. HUTBHINS, P.E. WITNESSED BY: C. WILKINSON, ABSORPTION TRENCH NOTES `� SYSTEM INSTALLATION N ] E NO] S 80+— — PROPOSED 3x3' CATCtt PROPOSED 30 L!< — - - _ - _ °��'"` ° 1870 12" "D''� OUTLET - - — y g q ,� -------:;- rP 1 - P.E. MEDIUM &COARSE SAND 35-84" LIGHT BROWNTRENCH CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT wv. 1 = le4.o SHOPPTNG NIERS PER SQUARE FOOT - 0.1 GPD (4500 SF RETAIL SPACE) = 450 GPD p-27 GRAVEL FILL THIS DESIGN UTILIZES INFILTRATOR QUICK -4 EQUALIZER 36 CHAMBERS INSTALLED CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN WV.2 - 1831 _. _ .._._. . _: _. - ------" ------.._._ PER EMPLOYEE: - 15 GPD (6 EMPLOYEES) = 90 GPD 27-46" FINE & MEDIUM SAND, MEDIUM BROWN IN CRUSHED STONE, INSTALLED IN TRENCH CONFIGURATION. CUT ALL TREES, ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL SITE CONSTRUCTION SEQUENCING ;' DESIGN FLOW. 46-74" LIGHT BROWN MEDIUM SAND STUMPS AND OTHER VEGETA77ON AT GRADE AND REMOVE. REMOVE EXISTING HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF A s2 -2o10, sv 53-20101 SP 59-2010 UPPER RETAIL SPACE - 3000 SF ORGANIC MATERIAL FROM SURFACE. USE TRACKED EQUIPMENT FOR ALL WORK IN THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK 1. INSTALL PERIMETER SEDIMENT CONTROL FENCING AS SHOWN AND TAX MAP # 296.17-1-50 3000 SF x 0.1 GPD/SF + 3 EMPLOYEES x 15 GPD/EMPLOYEE = 345 GPD TP -2 - BY. T. HUTa-IINS, P.E. ABSOPR71ON FIELD AREA. BOTTOM OF TRENCH TO BE INSTALLED PER TRENCH LEACH FIELDS. CONSTRUCTION/SECURITY FENCING AS NEEDED. 6. LOWER RETAIL SPACE - 1500 SF K17NESSED BY C. WILKINSON, P.E. INSTALLATION DEPTH SCHEDULE TO PROVIDE 2' MINIMUM SEPARATION BETWEEN 2. DEMOLISH TWO EXISTING BUILDINGS, EXCAVATE FOUNDATIONS AND DISPOSE ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 1500 SF x 0.1 GPD S + F 3 EMPLOYEES / x 15 GPD EMPLOYEE = 195 GPD 0-19" DARK GRAVELLY SAND FILL SEASONAL HIGH GROUNDWATER OR BOUNDARY CONDITION AND BOTTOM OF AFTER EXCAVATION OF 30" WIDE TRENCH TO THE DEPTHS OF OFFSITE. TOTAL DESIGN FLOW - 540 GPD 19-35" REDDISH EROWN FINE & MEDIUM SAND TRENCH OVER ENTIRE LENGTH OF TRENCH. REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE J. CLEAR TREES AS NEEDED, ROUGH GRADE AREAS 70 BE DISTURBED, 20% FIXTURE REDUCTION FROM NYSDEC STANDARDS 1988 SYSTEM DESIGN FLOW - 432 GPD MEDIUM &COARSE SAND 35-84" LIGHT BROWNTRENCH CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF BACKFILL AND MECHANICALLY COMPACT EXCAVATED FOUNDATION AREAS. SEP77C TANK - 1250 GAL PRECAST CONCRETE SURFACE RUNOFF AROUND ABSORPTION FIELD. . 4. EXCAVATE FOR BUILDING FOUNDATION. 2 ENGINEERING C LEACH FIELD -INFILTRATOR EQUALIZER 36 QUICK -4 CHAMBERS T PERGOLA /ION TEST DATA FILL MATERIAL NOTES THE CHAMBERS SHALL BE INSTALLED LEVEL, MAINTAINING STRAIGHT 5. EXCAVATE REAR SEDIMENT BASIN AND STABILIZE LOWER DISTURBED AREAS YY17EJ TEMPORARY SEEDING 1 APPROVAL CONDITIONS, ENI INSTALLED IN CRUSHED STONE ENVELOPE CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, &MULCHING 0 ISSUED TO TOWN OF DESIGN PERCOLATION RATE IN NATIVE MATERIAL = 1-5 MIN/IN PT -1 - BY: T. HUTCHINS, P.E. AF7ER .REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH OR OTHER UNSUITABLE CONDITIONS. 6. AFTER FOUNDATION IS COMPLETED, BACKFILL AND ROUGH GRADE FOR Revisi APPLICA77ON RATE: 1.20 GPD/SF REQUIRED GRADES OVER THE ENTIRE AREA OF PROPOSED ABSORPTION PARKING AREAS, CONSTRUCT RETAINING WALLS, INSTALL SITE UTILITIES, ABSORPTION TRENCH AREA REQUIRED: 360 SF STABILIZED PERCOLA71ON RATE - TRENCHES AND TAPER AREA. SYSTEM FILL TO BE SANDY LOAM FILL WITH ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND LIGHT FIXTURE BASES AND INSTALL DRAINAGE STRUCTURES. Q GRADING & E 180 LF OF STANDARD 2' WIDE ABSORPTION TRENCH REQUIRED I MIN 5 SEC PER INCH IN-PLACE STABILIZED PERCOLA71ON RATE OF 5-10 MINUTES PER INCH. FOR DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. 7. INSTALL EROSION CONTROL DEVICES FOR DRAINAGE STRUCTURES, STABILIZE 25% REDUCTION IN TRENCH LENGTH PER NYSDOH APPENDIX 75-A, 2010 FILLED AREAS, FILL TO BE STABILIZED IN 6" LIFTS TO A REQUIRED DEPTHS FILL SLOPES AND FUTURE LAWN AREAS. prep. 135 LF OF INFILTRATOR EQUALIZER 36 CHAMBERS REQUIRED PRIOR TO CONSTRUCTING ABSORP71ON TRENCHES. FILL MATERIAL, INCLUDING DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA 8. DURING FINAL BUILDING CONSTRUCTION PHASES, REMOVE REAR SEDIMENT R & T, USE 3 LATERALS AT 48' LONG A 4" TOPSOIL LAYER SHALL EXTEND 6' HORIZONTALLY ON THE HIGH SIDE AND AFTER PIPING AND CHAMBERS HAVE BEEN INSTALLED. BASIN AND EROSION CONTROL DEVICES FOR DRAINAGE STRUCTURES, FINISH State Route 9 144 LF TOTAL TO BE PROVIDED 10' HORIZONTALLY ON THE LOW SIDE FROM THE EDGE OF THE TRENCHES. GRADE SITE. CONSTRUCT INFILTRATION TRENCHES AND WASTEWATER SYSTEM, TAPER THE FILL AREA TO MEET WITH THE EXISTING GRADE AT A MAXIMUM 1:3 ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE INSTALL ASPHALT SUBBASE AND ASPHALT PAVEMENT. Town of Queensbury, POTABLE WATER SUPPLY TO BE TOWN OF QUEENSBURY MUNICIPAL WATER SLOPE. A PERCOLATION TEST MUST BE PERFORMED BY DESIGN ENGINEER MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. 9. TOPSOIL AND SEED LAWN AREAS, INSTALL LANDSCAPING Drawn: LWD Checked: GTH PRIOR TO INSTALLATION OF ABSORP77ON TRENCHES TO VERIFY THAT FILL AND STRIPE PARKING AREAS, REMOVE SEDIMENT 169 Ham MATERIAL MEETS THE DESIGN CRITERIA. CONTROL FENCE AF7ER VEGETATION IS Queensbury ESTABLISHED. Lil �t. 4 4" TOPSOIL }r � t-,+ � MIX: PERENNIAL RYEGRASS, 1 LB WHITE CLOVER AND 1 LB CROWN t-� VETCH PER 1000 SQ FT. ZRiflr i i, EROSION CONTROL BLANKETS, N i ! i \ >. AMERICAN GREEN S150N OR EQUAL STABILIZED AND. j_j 1� o INSTALL PER MANUFACTURER'S �_ P .... D INSTRUCTIONS M ,A N CO CTE FILL NS f t ' t t_ 1 EROSION CONTROL & STORMWATER MANAGEMENT IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE PRIOR TO CLEARING AND SOIL ENTIRE PROJECT (REMOVE AFTER SEDIMENT CONTROL FENCE DISTURBANCE FINAL SITE STABILIZATION AND GRADES PER GRADING PLAN. REDUCED BY 50% VEGETATION ESTABLISHMENT) SEDIMENT BASIN DURING INITIAL SITE GRADING UNTIL FINAL GRADING CATCH BASINS & DRYWELLS DURING INITIAL SITE GRADING PERMANENT STONE DROP INLET AFTER DRYWELL INSTALLATION UNTIL ASPHALT SUBBASE PROTECTION ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL PLACEMENT TEMPORARY SEEDING & AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND MULCHING 4. ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED VEGETATION ESTABLISHMENT STORMWATER BASIN & INFILTRA71ON TRENCHES DURING FINAL SITE GRADING PERMANENT SEEDING & OTHER VEGETATION STABILIZATION AFTER FINAL SITE GRADING PERMANENT 1. BEFORE ANY CLEARING OR GRUBBING OF THE S17E IS INITIATED, AND DURING 6. DURING FINAL SITE GRADING, REMOVE ALL ACCUMULATED 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT 1. AREA CONTRIBUTORY TO SEDIMENT BASIN TOTALS APPROXIMATELY 15,000 XA� EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE SEDIMENT AND EXCAVATE SWALES AND BASIN TO FINAL TRAPS WHENEVER THEIR CAPACITY HAS BEEN SF. BASIN IS SIZED TO RETAIN THE 100—YEAR DESIGN STORM BELOW THE __.. INSTALLED AS SHOWN ON THE PLAN. GRADES PER GRADING PLAN. REDUCED BY 50% RIP—RAP OUTLET FOR THIS CONTRIBUTORY AREA; 100—YEAR WATER AV 52-2010/ SV 53-20101 SP 59-2010 2. AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM 7. FOR GROUND CLEARING ACTIVITIES OCCURRING. BETWEEN 2. ALL EROSION AND SEDIMENT CONTROL DEVICES ELEVATION = 181.2. TAX MAP # 296.17-1-50 EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT SHALL BE INSPECTED WITHIN 24 HOURS OF A 2. AREA OF SEDIMENT BASIN SHALL BE CLEARED OF PREVIOUS STRUCTURES & ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE STORM EVENT AND REPAIRED AND/OR MODIFIED AS VEGETATrON &ROOT MATS AND GRADED TO PRESCRIBED GRADES ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. COVERED WITH EITHER A TARP COVER OR AN EXTRA REQUIRED TO BE IN GOOD WORKABLE CONDITION. HEAVY LAYER OF MULCH. J. FILL MATERIAL FOR THE BERM AREA SHALL BE NATIVE SANDY SOILS OR 3. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR ENGINEERING COMMENTS 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION FILL MATERIAL SIMILAR TO NATIVE SOILS AND SHALL BE FREE OF CAPACITY HAS BEEN REDUCED BY 50% 8. ANY AREA OF REVEGETA77ON MUST EXHIBIT A SURVIVAL OF THE SITE ON A DAILY BASIS TO COLLECT LITTER OVER—SIZE STONES, ROCKS AND ORGANIC MATERIALS 0 OF A MINIMUM OF 75% OF THE VEGETATION THROUGHOUT AND CONSTRUCTION DEBRIS AND DISPOSE OF 8/16/10 4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 5 THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS LEGALLY. 4. ALL CUT & FILL SLOPES SHALL BE 1:2 OR FLATTER. DAYS OF COMPLE71ON OF WORK IN THE AREA. ONLY AREAS WHICH NEEDED TO MEET THIS REQUIREMENT. Drawn: LWD Checked: GTH AC77VELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 5 Date: 4. ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED 5. RIP—RAP LINED OUTLET SHALL BE COMPOSED OF A 1' COURSE OF 4-8" DAYS ONCE CONSTRUCTION 1S COMPLETED IN THESE AREAS, SEED 9. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE MATERIAL SHALL BE COVERED OR CONTAINED BY RIP—RAP OVER FILTER FABRIC. AND MULCH SHALL BE INSTALLED WITHIN 5 DAYS SITE ON A DAILY BASIS TO COLLECT LITTER AND SEDIMENT CONTROL FENCE TO PREVENT EROSION. CONSTRUC77ON DEBRIS AND DISPOSE OF LEGALLY. 6. SEDIMENT SHALL BE REMOVED FROM BASIN WHEN THE SEDIMENT HAS 5. TEMPO?ARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE BASIN. CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND 10.774E CONTRACTOR SHALL COMPLY WITH THE NEW YORK MAINTANED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL 7. BASIN SHALL BE INSPECTED AFTER EACH RAINFALL, MAKE REPAIRS AS BE LEFT FOR MORE 171AN 24 HOURS. AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE NEEDED. SOIL AND WATER CONSERVATION SOCIETY. 8. ACCUMULATED SEDIMENT AND RIP—RAP SHALL BE REMOVED DURING FINAL SITE GRADING, NA77VE SOILS SCARIFIED BELOW 774E BASIN AND NEW FILL IS TO BE PLACED TO ESTABLISH THE FINAL GRADES FOR THE WASTEWATER ABSORPTION FIELD AND THE INFILTRATION BASIN. 2 ENGINEERING COMMENTS 11/11/10 1 APPROVAL CONDITIONS, ENGINEERING COMMENTS 10/19/10 0 ISSUED TO TOWN OF QUEENSBURY 8/16/10 Revisions Date EROSION CONTROL PLAN prepared for: R & T Antiques State Route 9 & Montray Road Town of Queensbury, Warren County, New York Drawn: LWD Checked: GTH Scale: NOTED Date: 7/26/2010 169 Haviland Road Queensbury, 307 NY 12804 Engineering (5518 774500308 Foxe 29465-0 � —S4Hutchins 10'-0" 0. C. MAX. 10 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND ---SILT STOP EMBED —1 IN GROUND 8" MIN. ' Y z 8 .y 4 .4 VT — Kr. _ •1- SOIL BACKFILL PERSPECTIVE Z 36" FENCE POST oSILT STOP EMBED N IN GROUND 8" MIN. FLOW-_ UNDISTURBED GROUND to SECTION SEDIMENT CONTROL FENCE DETAIL NTS 30' MIN OR AS NEEDED FOR INDIVIDUAL SITE CONDITIONS 'z; :.: N EXISTING GROUND 6" MIN COURSE OF 2" STONE STABILIZED CONSTRUCTION ENTRANCE DETAIL NTS STABILIZED FILL SOILS BACKFILL SEE ABSORPTION WITH IN-PLACE FINISHED ASPHALT PRECAST CONCRETE EXTENSION PARKING LOT TO GRADE WITH TRAFFIC RATED - CAST IRON MANHOLE COVER • BROOM FINISH 4" PVC- SD R 35 1/4" R. 1/2" DEEP INLET HEAVY DUTY TRAFFIC CAST IRON MIN. S LOPE EXPANSION JOINT 1 4 PER FOOT 3/8" x 3/4" DEEP TOOLED JOINT 71k.. 16 WATERTIGHT WITH ZIP STRIP SEALANT, SLEEVE AND SEAL 4" MIN (TIP.) o 6" GRANULAR SUBBASE COURSE NYS 18" ' d' 12" 12" 'd , 2 PRECAST CONCRETE EXTENSION TO GRADE WITH TRAFFIC RATED CAST IRON MANHOLE COVER OUTLET A. 18" MIN a' V a oo° 1250 GAL TRAFFIC o "� � RATED EXTRA HEAVY z DUTY PRECAST 4. CONCRETE SEPTIC TANK MINIMUM 2X WIDTH TRENCH SECTION AND TOPSOIL, SEED & MULCH PERCOLATION RATE 2-5 MIN/INCH PROFILE FOR DETAILS AFTER�EFINAL I N L GRADING TURF vvLcu aLlvrtc JUIN I BROOM FINISH SECTION 1/4" R. 1/2" DEEP PERPENDICULAR TO WALK HEAVY DUTY TRAFFIC CAST IRON 6x6x6/6 WWF EXPANSION JOINT FRAME AND INLET GRATE TO FIT IN 3/8" x 3/4" DEEP TOOLED JOINT 3/8" COMPRESSIBLE FILLER BROOM FINISH PERPENDICULAR TO WALK T5" WITH ZIP STRIP SEALANT, GROUT IN PLACE 4" MIN TOOL BOTH EDGES, TOP OF 6" GRANULAR SUBBASE COURSE NYS 18" ' d' o ° ,: ° • • 000 ooo� �� • " o ;: TO 9590 STD. PROCTOR SEALANT 1/2" BELOW a %00 o \ �c — oo FINISHED CONCRETE q o 67 6" MIN �� oo. g 0 PIPE SIZE AND INVERT 4000 PSI CONCRETE 6" 'MIN?;\\ ELEVATION VARIES, 00 000 ��o, o 0 0 0 O o SEE PLAN SIDEWALK WITH INTEGRAL CURB DETAIL _ NTS 6" GRANULAR SUBBASE INSIDE CATCH BASIN ON OUTLET ,. 2� COURSE NYS DOT SECT. 1 112" TOP COURSE ASPHALT �g SUBGRADE COMPACTED TO --- 304. TYPE 4 COMPACTED 1' TO 95.E STD. PROCTOR 1/2 INCH 30-100 90% STANDARD PROCTOR NTS SECTION CONCRETE SIDEWALK DETAIL NTS HEAVY DUTY TRAFFIC CAST IRON DRAINAGE AGGREGATE AND BLOCK CORE INFILL SMOOTH RUBBED FINISH ON CURB FRAME AND INLET GRATE TO FIT IN 3/8" x 3/4" DEEP TOOLED JOINT 112" RADIUS 1" BROOM FINISH PERPENDICULAR TO WALK T5" CONCRETE WALK SEE GROUT IN PLACE CONCRETE DETAIL 6 ° •' ° 6" x 6" NO. 6/6 WOVEN WIRE MESH ASPHALT 6" GRANULAR SUBBASE COURSE NYS 18" ' d' o ° ,: ° • • 000 ooo� �� • o DOT SECT. 304. TYPE 4 COMPACTED o ;: TO 9590 STD. PROCTOR -- " - %00 o \ �c — oo ., 6 MIN oo0 0 2'-6" SQUARE PIPE SIZE AND INVERT 6" 'MIN?;\\ ELEVATION VARIES, 12" MIN o 0 0 0 O o SEE PLAN SIDEWALK WITH INTEGRAL CURB DETAIL _ NTS BY WEIGHT INSTALL RIP RAP ON SIDES • "` "`; r AND TOP OF CULVERT END 04 co FLARED END SECTION VW TH BOLTED COUPLING BAND i �8" MIN. 6-8" RIP RAP 10' LONG x 6' W10E FINISHED GRADE CULVERT PIPE ABSORPTION FIELD SECTION NTS HEAVY DUTY CAST IRON FRAME AND GRATE SLOPE SLOPE .OPE FINISHED GRADE RISER AS REQUIRED DO o o 08 C6 O PRECAST CONCRETE o / ab o o O � DRYWELL o 0 < ?� 00, WASHED CRUSHED STONE 2-3" SIZE 8 DIA 0 0 1 `0� �i/ 0 0 00 \00 O 0 O/ 1 \ o� 800 o0/ GEOTEXTILE FABRIC ALL AROUND STONE ENVELOPE OF (D A - — o o PRECAST FOOTING RING 'LL 10( 1' MIN 10' MIN DRYWELL DETAIL NTS INSTALL CONTINUOUS FILTER FABRIC DROP INLET PROTECTION CONTINUOUS AROUND INLET UNTIL SITE IS STABILIZED. 1' MINIMUM BURIAL DEPTH 2' MAX. ABOVE GRADE EXPOSURE 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED K17H THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA 1 ACRE .� MAXIMUM 4X WIDTH SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED. SEPTIC TANK DETAIL RETAINING WALL SOIL SPECIFICATIONS GRAVEL BEARING PAD THE GRAVEL BEARING PAD SHALL CONSIST OF A NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, NATURAL OR CRUSHED STONE, AND NATURAL OR CRUSHED SAND MEETING THE FOLLOWING GRADATION REQUIREMENTS PER NYSDOT TABLE 304-1 TYPE 2: SEIVE S17F; PERCENT PASSING BY WEIGHT: 2 INCH 100 114 INCH 25-60 NO. 40 5-40 NO. 200 0-10 THE GRAVEL BEARING PAD SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO A MINIMUM 95% MODIFIED PROCTOR DENSITY BY SITE CONTRACTOR PER ASTM D 1552 INFILL SOIL THE INFILL MATERIAL SHALL CONSIST OF WELL GRADED SAND OR SAND AND GRAVEL MIXTURE, FREE OF ORGANICS AND C&D FILL, MEETING THE FOLLOWING GRADATION REQUIREMENTS: SEIVE SIZE: PERCENT PASSING BY WEIGHT, 4 INCH 100 NO. 40 0-70 NO. 200 0-15 GRADATION TESTS SHALL BE SUBMITTED FOR REVIEW FOR EVERY 2000 CUBIC YARDS OF INFILL MATERIAL PLACED. THE INFILL SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO 909- MODIFIED PROCTOR DENSITY BY SITE CONTRACTOR PER ASTM D 1552 SUGGESTED: INSTALL POLYLOK PL -122 EFFLUENT FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH TANK ACCESS COVER DISTRIBUTION BOX " 4 PVC SDR-35 R 35 MIN.SLO - " PE L. 118* PER FOOT BAFFLE USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR -35 SOLID HEADER TO PERFORATED TRENCH PIPING, 1/8" PER FOOT MIN SLOPE INFILTRATOR QUICK -4 NTS 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD, SEED & ESTABLISH TURF BACKFILL FREE OF STONES OVER 3" 2" MIN. DROP BETWEEN INVERTS 12" MIN. COVER 2 MIN. 48" EFFEC77VE LENGTH ER 36 CHAMBER DETAIL OVERFILL TO ALLOW FOR SETTLEMENT FILTER FABRIC TENCATE MIRAFI 140N OR EQUAL NTS BACKFILL FREE OF STONES OVER 3" INFILTRATOR QUICK -4 EQUALIZER 36 CHAMBER DRAINAGE AGGREGATE UB NTS NTS HEAVY DUTY TRAFFIC CAST IRON DRAINAGE AGGREGATE AND BLOCK CORE INFILL FRAME AND INLET GRATE TO FIT IN WING SWALE AGGREGATE SHALL CONSIST OF CRUSHED OR GROUT IN PLACE =D GRADE �- TRAFFIC COVER 6" 3.5� " -- " - 23" MIN PRECAST CONCRETE �c — SECTIONS oo0 0 2'-6" SQUARE PIPE SIZE AND INVERT ELEVATION VARIES, 12" MIN o 0 0 0 O o SEE PLAN 0 0 0 INSTALL LINE SIZE TEE BAFFLE BY WEIGHT INSIDE CATCH BASIN ON OUTLET 2� 1 112" TOP COURSE ASPHALT �g 1 INCH 100 --- ^ O 1/2 INCH 30-100 i CATCH BASIN DETAIL INFILTRATOR QUICK -4 NTS 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD, SEED & ESTABLISH TURF BACKFILL FREE OF STONES OVER 3" 2" MIN. DROP BETWEEN INVERTS 12" MIN. COVER 2 MIN. 48" EFFEC77VE LENGTH ER 36 CHAMBER DETAIL OVERFILL TO ALLOW FOR SETTLEMENT FILTER FABRIC TENCATE MIRAFI 140N OR EQUAL NTS BACKFILL FREE OF STONES OVER 3" INFILTRATOR QUICK -4 EQUALIZER 36 CHAMBER DRAINAGE AGGREGATE UB NTS DRAINAGE AGGREGATE AND BLOCK CORE INFILL AGGREGATE SHALL CONSIST OF CRUSHED OR NATURAL SCREENED STONE MEETING THE FOLLOWING GRADATION REQUIREMENTS: 3.5� " -- " - -"' �c — oo0 0 SEI VE SIZE: PERCENT PASSING 12" MIN o 0 0 0 O o 0 o O o 0 0 0 BY WEIGHT o OO 1 112" TOP COURSE ASPHALT MAX. 1 INCH 100 --- o O O 1/2 INCH 30-100 i ; ; 2" BINDER COURSE ASPHALT 1/4 INCH 0-30 N0. 10 0-10 NO. 20 0-5 i .._ ' , ,......::, GRANULAR SUBBASE COURSE NYSDO " S GRADE COMPACTED TO T SECTION 304 TYPE 2 OR 4 901' STANDARD PROCTOR COMPACTED TO 959 STD. PROCTOR 12" ASPHALT PAVFMFNT 1)FTA TI CHAMHEIGHTR Nm NTS WALL MANUFACTURER TO SUBMIT SHOP GRID DEPTH PER DRAWINGS AND ENGINEERING DESIGN FOR 10 WALL MANUFACTURER ROCKWOOD UNIVERSAL GEOTEXTILE REINFORCEMENT DESIGN PRIOR CAP BLOCK, ADHERE TO WALL CONSTRUCTION PARKING AREA 12" MIN. WITH MASTIC ADHESIVE STONE DEPTH 11111 TOP OF WALL ELEVATION RETAINED NATIVE SOILS INFILL SOIL (NYSDOT 203.07, SELECT GRANULAR FILL) REINFORCING GEOGRID PER WALL MANUFACTURER DRAINAGE AGGREGATE (NYSDOT 605.0901) 12" MIN DEPTH FROM BACK OF WALL, INFILL VOIDS IN BLOCK, SEE INSTALLATION MANUAL 4" PERFORATED UNDERDRAIN PIPE, OUTLET TO DAYLIGHT, SLOPE TO DRAIN (1/8"/FT), W/FILTER FABRIC !' r�ti .' _ter . • • - A �r ` , •r SY • • r �' 0 STONE DEPTH N 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD, SEED AND ESTABLISH TURF FILTER FABRIC TENCATE MIRAFI 140N OR EQUIVALENT 3/4" TO 1 112"---1 WASHED CRUSHED STONE ABSORPTION TRENCH PROFILE AV 52-2010, SV 53-2010, SP 59-2010 TAX MAP # 296.17-1-50 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.