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2024-0215 Office Use Only 4, "w PRINCIPLE STRUCTURE ) PERMIT APPLICATI ON Permit#: 2O2 -02,5 i Permit Fee:$ 1125 Town of Queensbury ^_ 742 Bay Road, Queensbury, NY 12804 *Rec Fee:$ Pc - C yr rn P: 518-761-8256 www.queensbury.net Invoice • Flood Zone? Y y eviewed B . Project Location: f 7 0 L ZC f ne (4a A ( ve,„-jL'ry J i 1910 4 fs1 '- Tax Map tt: Subdivision Name: *TOWN BD.RESOLUTION 385-2020:$1000 recreation fee for new dwelling units:single family,duplexes/two- family, multiple family, apartments, condominiums,townhouses, and/or manufactured &modular homes, but not mobile homes.This is in addition to the permit fee(s). PROJECT INFORMATION: Residential Commercial, Proposed Use: F rc-s ❑Single-Family: _Two-Family ❑Multi-Family(#of units: 1. F]Custom 2. QModular(REQUIRED:NYS stamped engineered drawings of foundation plans) Townhouse 'Garage (#of cars ) IIBusiness Office Retail 'Hotel/Motel Li Industrial 'Heated Warehouse/Storage Building 'Amusement Ride I:Unheated Warehouse/Storage Building ❑Other (describe: ) MAIN STRUCTURE SQUARE FOOTAGE: G ARE FOOTAGE: 1ST floor: yS°G 15T 141.11E C E V 2"d floor: rd f i�'I :} Ifl'lll 3`d floor: T al Miff Basement(habitable space): _BUILDING&CODES Total square feet: 4 s0 fi Principle'Structure Packet Revised September 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ JC)(>, voo 2. Proposed use of the building: S c i F S l 4i ._S e U41 ►V-3 3. If Commercial or Industrial, indicate the name of the business: ADV S\-c,rc_sc Sol F1t�j 4. Source of Heat:n Gas I I Oil n Propane n Solari] Other: floe (Fireplaces need a separate Fuel Burning Appliances&Chimney Application,one per appliance) 5.- Are there any structures not shown on the plot plan?L_YES NO Explain, if yes: 6. Are there any easements on the property?❑YES] 7. SITE INFORMATION: a. What are the dimenlinnis or acres he parcel? b. Is this a corner lot? I I YES -ZINO c. Will the grade be changed a Kw- ult ofth nstruction? ES n NO d. What is the water source? I- 'UBLIC PRIV � WELL e. What type of wastewater system is on the parcel?Li SEWER PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations: 4. I acknowledge that prior to occupying the facilities proposed I,or my agents,will obtain a certificate of occupancy. S. I also understand that I/we are required to provide an as-built survey by a NYS licensed land surveyor of all newly constructed facilities prior to issuance of certificate of occupancy. I have read and agree to the above: PRINT NAME: N 1.ot- aft DATE: Ji 3/ SIGNATURE: 1, DATE: S/3451 Principle Structure Packet Revised September 2022 • CONTACT INFORMATION:.PLEASE PRINT LEGIBLY.OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: rr r Name(s): I c.(L Mailing Address, C/S/Z: 59 'in)eSI- \err/ Lary (32veeiLsI- rty Ai'c 24Cf 1 Cell Phone:_(Si% ) ?()b- /too Land Line:_( ) Email: Mar-tiro I? g S Mom-"1 Lc-014- • Primary Owner(s): Name(s): ( (.C ( ( Mailing Address, C/S/Z: Cell Phone:_( ) Land Line:_( ) Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Inc-4Av T Contractor Trade: Co n e _ Mailing Address, C/S/Z: tad-! liv er- +`I S IQ Fri- f?-nr- I Y. I2-U 7 Cell Phone:_(S13 ) 7 91.- Land Line:_( ) Email: V • **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Trc-cArN1 f3u',I gySA-erc 5 i Nc_ Contact Name: Ni le- e L-ex-sot, Mailing Address, C/S/Z: Cell Phone:L(fool ) 9 IA - t C>o Land Line: ( ) Email: P Icrco @mac G -1-e .cGr�- Contact Person for Compliance in respect to this project: J" t--aC" i Cell Phone:_(cl'6 ) 4 —tf y7 0 Land Line: _( ) Email: - /1 C,u-( 1?463 lA-�l ( - P%- Principle Structure Packet Revised September 2022 • Contractor(s): Workers' Com2 documentation must be submitted with this application Contact Name(s): 1ra-cI C.- iiretfic Cyci-et 5 (\C Contractor Trade: Iju ) s1-0 \f Mailing Address, C/S/Z: 3 )i( wi)Lr,L (LA Su e ‘,,r-r S3 S go Cell Phone: _( ) Land Line:_4,od ) 932 -)$14 Email: • `Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line:_( ) Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line:_( ) Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line:_( ) Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line:_( ) Email: Principle Structure Packet Revised September 2022 r /` ENGINEERS '� SURVEYORS PARTNERS LUIGI A,PALLESCHI,P.E. i 411 Union Street Schenectady, N.Y. 12305 DEDICATED JOSEPH J.BIANCHINE,P.E. 518-377-0315 Fax 518-377-0379 RESPONSIVE ROBERT D.DAVIS,JR.,P.L.S. wwwabdeng.com PROFESSIONAL June 14,2024 Re: 170 Luzern Road Town of Queensbury Project#5648A Mark Smith,Code Enforcement Officer Building Department Town of Queensbury 742 Bay Road Queensbury,NY 12804 Dear Mark, This letter transmits the result of the review performed by ABD Engineers & Surveyors,LLP to determine if rebar was used in the slabs of building 1 and 2 for the ' self-storage facility located at the above referenced project site. As you can see from the attached photos,rebar was used and based on my observation,is adequate for y- construction to proceed. This letter is not meant to be or imply a warrantee against past, present,or future conditions. Should you have any questions or need anything further,please do not hesitate to contact me. Very truly yours, AED E INEERS&SURVEYORS,LLP. L gi A.Palleschi,P.E. = 1 Partner F bi-, `313- LAP:lap cc: Nick Carlin w/encl.(via email) 94676 5648A-06142024 A'g9FESs‘ox-P, ..:.. r s .,q3 • a. 4. r y ' s y�, ° '' * ..' A y/,/M k�' ♦ t '' M 't F dpP1.;*44 'i a IA4" yT "L ,� # A i , Mr • 4 Aa 6 r i- 1 « . .I ♦`ram• �° '� a k„ xxre" ' s fi--! ` a ¢�$rfi' .*` N *.+"'• r�1 y3 t i• '} `• *it*f.'. 111117' + . as » f} a . t" Sh" ..+, . ' .r i r - �r `" + i i.,"`i7+ *, as �, s° `4 i i- "�a..a}y'M1,r�yy dLj :. me a •w . 1 !. , .' . `* y r } r •,�-.^ ". ,, r y f *µ 'N as y, i"S a�. r { w,, » rt a`M a '-k�.* ar* g ,Y' _f Ay,.. a ♦•, :a. 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II , ;_. .. + ' ***`v., • R ....,"\i "' - • • ' 4 4,k IV -:4:01,4„ w L i i ; An I, T �r- s y at y, '*..?•:*4..4,:!nt -14.4i4s, ifoioirrpa. i1312141(11; P. " - -.rsal*, ° } ' 11 M =fit WI' {'� ' ?'� + * : ) • ta \ r { ;,[ CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com May 20, 2024 ADK STORAGE SOLUTIONS,LLC 170 Luzerne Road Queensbuury,New York 12804 Att'n: Building Code Enforcement Officials Re: SELF STORAGE UNITS: QUEENSBURY,NEW YORK Construction Materials Inspection and Testing Services Greetings, Per the request, Mr.Nick Carlino,ADK STORAGE SOLUTIONS,LLC, we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to:Soil compaction, structural steel, and portland cement concrete inspection and testing. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development&Technical Services, Inc. Since our 1984 incorporation in New York State,we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel, tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor) apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials (ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory(CCRL) of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. - May 20, 2024 ADK STORAGE SOLUTIONS,LLC Re: SELF STORAGE UNITS: QUEENSBURY,NEW YORK Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers,hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV) by the National Institute for Certification in the Engineering Technologies (NICET). * American Concrete Institute (ACI) Grade I Concrete Inspector. * American Concrete Institute(ACI) Certified Concrete Construction Special Inspector. * North East Transportation Training&Certification Program(NETTCP). Certified Soil and Aggregate Inspector *Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing,Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete, reinforcement, masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations, portland cement concrete, unit masonry, mortars, grouts,bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection, testing and laboratory requirements for: ADK STORAGE SOLUTIONS,LLC. If there are any questions, or when we may be of assistance, please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Robert Behan, (NICET) Manager Technical Services Y % TRACHTE BUILDING SYSTEMS, INC. PROJECT CALCULATIONS Customer Nick Carlin° Prepared By: Shaughn P.Dean NI,,„." -OF NE(i(/y Location Queensbury,NY Revised By: A,% �N p D O,p 5 v De,,, " Number P58536 - ,-P .,y Building A&B * A .al lair. Code Body 2020 Building Code of New York State = Z Building Description 2024.01.1 �tcpo, 10 4 10:00:43-06' - 7r(OF ROOF PITCH 0.25 in/ft Bay Width 10 ft Purlin Bridging No ROOF ANGLE 1.19 Deg Building Height 8.33 ft Roof Type SSR ROOF SLOPE Gable Building Width 30 ft Purlin Spacing 5 ft RISK CATEGORY I Building Length 150 ft Int.PT Panel Yes Floor to Floor 0.00 ft Int.Lateral Bridging No Snow Load Seismic Load GROUND SNOW LOAD(Pg) 60 psf Analysis Procedure Equivalent lateral force ROOF SNOW LOAD MIN 0 psf Building Frame Systems Light Frame Wall w/Shear Panels SNOW EXPOSURE CATEGORY C Seismic Site Class D SNOW INPORTANCE FACTOR(Is) 0.8 Short Period Spectral Acc.(Ss) 0.233 THERMAL FACTOR(Ct) 1.2 1 Second Period Spectral Acc.(S1) 0.068 SNOW EXPOSURE Partial Spectral Response Acc.(SOS) 0.249 ROOF LIVE LOAD(Lr) 20 psf Spectral Response Acc.(SD1) 0.109 FLAT ROOF SNOW LOAD(Pt) 40.32 psf Response Factor 6.5 UNBALANCED SNOW LOAD 40.3 psf Seismic Design Category B SNOW LOAD USED IN DESIGN 40.32 psf Seismic Response Coefficient(Cs) 0.04 RAIN SURCHARGE 0 psf Soils Report Required NO Wind Load Dead Load BASIC DESIGN WIND SPEED(V) 105 mph ALLOWABLE WIND SPEED(Vasd) 81 mph Roof Dead Load 3 psf WIND EXPOSURE CATEGORY C Partition Dead Load 3 psr EDGE STRIP WIDTH 3.00 ft Additional Long.Dead Load 0 psf Additional Trans.Dead Load 0 psf COMPONTENTS AND CLADDING(METHOD 2) ENDWALL GIRT 28 psf Base Shear Longitudinal Transverse SIDEWALL GIRT 26 psf Seismic 1513 lbs 101 lbs PURLIN -42 psf Wind 1349 lbs 563 lbs MAIN WIND FORCE(METHOD 2) WALL(PRESSURE AND SUCTION) 17.54 psf • ROOF 8 psf P58536 BLDIBC-2012-Calculations.xlsx 1 1/10/2024 Anchor Information EDGE DISTANCE 3 in CONCRETE STRENGTH 2500 psi cl)N 0.65 (TABLE 3 ESR-3889) Wcn 1 in TVs 0.60 (TABLE 4 ESR-3889) kc 17 4Vc 0.70 (TABLE 4 ESR-3889) Np 0 kip Units Notation 3/8"Anchors 1/2"Anchors Nominal Anchor Diameter in do •0.375 0.375 0.375 0.5 0.5 0.5 Nom.Embedment Depth in hnom 2.00 2.50 3.25 2.50 3.00 4.25 Effective Embedment in hef 1.33 1.75 2.39 1.75 2.17 3.23 Minimum Concrete thickness in t 3.50 4.00 5.00 4.50 5.25 6.75 Minimum Edge Distance in c_min cmin=1.5 for smin z3, 1.75 1.75 1.75 Minimum Spacing Distance in s_min smin=2 for cminz2 2.75 2.75 2.75 Minimum Nom.Anchor Length in lanch 2.50 3.00 4.00 3.00 4.00 5.00 Critical Edge Distance in c_ac 5.00 6.30 7.80 3.30 5.90 8.10 Steel Strength-Tension lb Nsa 8730 8730 8730 20475 20475 20475 Steel Strength-Shear lb Vsa 3465 3465 4345 8860 8860 11175 Seismic Steel Strength-Shear lb Vsa_eq 2415 2415 3030 7090 7090 8940 Load Bearing Length in le 1.33 1.75 2.39 1.75 2.17 3.23 *Values Obtained from ICC-ES Evaluation Report ESR-3889 Corner Anchor nc 1 number of bolts at column cal_c 2.75 in distance between bolts from edge 2 si_c 0 in distance between bolts along edge 1 ca2_c 2.75 in distance of bolts from edge 1 s2_c 0 in distance between bolts along edge 2 en_c 0 in distance from resultant tension load to centroid of anchors in tension ev_c 0 in distance from resultant shear load to centroid of anchors in shear Exterior Anchors ne 2 number of bolts at column cal_e 2.75 in distance between bolts from edge 2 si_e 0 in distance between bolts along edge 1 ca2_e 100 in distance of bolts from edge 1 s2_e 5 in distance between bolts along edge 2 en_e 0 in distance from resultant tension load to centroid of anchors in tension ev_e 0 in distance from resultant shear load to centroid of anchors in shear Interior Anchors ni 1 number of bolts at column ca1_i 100 in distance between bolts from edge 2 s1_i 0 in distance between bolts along edge 1 ca2_i 100 in distance of bolts from edge 1 s2_i 0 in distance between bolts along edge 2 en_i 0 in distance from resultant tension load to centroid of anchors in tension ev_i 0 in distance from resultant shear load to centroid of anchors in shear P58536 BLDIBC-2012-Calculations.xlsx 2 1/10/2024 rI , I -,., >;.<-'''''"'. -----"'-- --,,,,,,,,,,„Go Anchor Force Summary Shear Uplift Wind/Long/Int 10 lb 202 lb Wind/Long/Ext 64 lb 137 lb WindlTrans/lnt 38 lb 130 lb WindlTranslExt 188 lb 221 lb Seismic/Long/Int 64 lb -145 lb Seismic/Long/Ext 64 lb 5 lb Seismic/Trans/Int 13 lb -300 lb SeismiclTrans/Ext 64 lb - -97 lb Ultimate Loads For Anchors Tension(Int) 847.44 lb Tension(Ext) 1316.03 lb Shear(Int) 912.63 lb Shear(Ext) 1247.40 lb Anchor Bolt Interaction Check(Applied Uplift/Tension+Applied Shear<1.2) Longitudinal Transverse Intorior Anehnrc Wind 0.25 Wind 0.19 Seismic 0.07 Seismic .0.01 Exterior Anchors Wind 0.16 Wind 0.32 - Seismic 0.08 Seismic 0.07 Corner Anchors Wind 0.21 Wind 0.21 Seismic 0.00 Seismic 0.00 • Anchor Size Interior 3/8"x 2.5" Exterior 3/8"x 2.5" P58536 BLDIBC-2012-Calculations.xlsx 3 1/10/2024 Panel Check Panel Capacity 53 plf Longitudinal Shear Panel Required 28.55 ft Longitudinal Shear Panel 150 ft Transverse Shear Panel Required 10.63 ft Transverse Shear Panel 30 ft Longitudinal Shear Wall OK (IF PANEL CHECK IS"OK"NO STRAP BRACES REQUIRED FOR LATERAL FORCE RESISTING Transverse Shear Wall OK SYSTEM.BUT STRAPS MAY BE REQUIRED FOR ANCHORING) Strap Braces(If Reauiredl Longitudinal 0 Transverse 0 Allowable Tension in Strap 3742.51 lb Longitudinal Strap Angle 39.81 degrees Transverse Strap Angle 39.81 degrees Longitudinal Tension in Strap 0 lb Transverse Tension in Strap 0 lb COMPRESSION MEMBER OR ---- OR ----- V, v Tw 7_ height Uplift . T ,X--. 7Brace .\ , Br e�,g T., kw v I .1 I I Brace 0,, bay P„a Input Values Load Combinations Purlin Bridge Spacing 5 ft Depth of Purlin 7 in LC1=Dead+max(Snow and Roof Live Load) Min.Depth of Purlin 7 in LC2=Dead+max(0.75*Snow and 0.75*Roof Live Load) Height of Horizontal Bracing 4.3229 ft LC3=Dead+max(0.6*Wind or 0.7*Seismic) Wob of Interior Column 3 5 in LC4=Dead+0.45*Wind+max(0.75*Snow and 0.75*Roof Live Load) Web of Sidewall Column 3.5 in LC5=Dead+0.525*Seismic+0.75*Snow Web of Endwall Column 3.5 in LC6=0.6*Dead+Max(0.6*Wind or 0.7*Seismic) Depth of Large Stub Header 9 in Qty of Large Stub Headers 1 Depth of Small Stub Header 5.5 in Qty of Small Stub Header 1 Web of Sidewall Girt 3.5 in Qty of Sidewall Girts 1 Web of Endwall Girts 3.5 in Qty of Endwall Girls 1 P58536 BLD IBC-2012-Calculations.xlsx 4 1/10/2024 Purlin Information Purlin Loads Uniform Load End Reaction Moment LC1 216.60 plf 1083.00 lbs 2707.50 ft-lbs LC4 185.09 plf 925.47 lbs 2313.67 ft-lbs LC6 -57.07 plf -285.35 lbs -713.37 ft-lbs LC6(end area) -104.23 plf -521.13 lbs -1302.83 ft-lbs Purlin Member 7 x 16ga,50ksi Cee Purlin • Purlin Interaction(Positive) 0.85 Purlin Interaction(Negative) 0.41 Purlin Bracing Conditions Lx 118.50 in Lypos 118.50 in Ltpos 118.50 in Lyneg 118.50 in Ltneg 118.50 in Stub Header Information Stub Header Loads Reaction Moment LC1 1083.00 lbs 5415.00 ft-lbs LC4 925.47 lbs 4627.33 ft-lbs LC6 -521.13 lbs -2605.65 ft-lbs Member Sizes Large Stub Header 9 x 3.2 x 14ga 50 ksi Stub Header Large Stub Header Length 10 ft Large Stub Header Interaction 0.91 Large Stub Header Bracing Conditions . Lx 120 in Ly 120 in Lt 120 in Small Stub Header 5.5 x 3.2 x 12ga 50 ksi Stub Header Small Stub Header Length 5 ft Small Stub Header Interaction 0.93 Small Stub Header Bracing Conditions Lx 60 in Ly 60 in Lt 60 in Interior Column Information Interior Column Load Axial Load Moment LC1 2166 lbs 0 ft-lbs LC3 433 lbs 0 ft-lbs LC4 1875 lbs 175 ft-lbs LC5 1746 lbs 175 ft-lbs Interior Column Member 3.63 x 2 x 16ga,50 ksi Interior Column Interior Column Interaction 0.75 Interior Column Bracing Condition Lx 96.75 in Ly 12.00 in Lt 96.75 in P58536_BLD_IBC-2012-Calculations.xlsx 5 1/10/2024 Sidewall Column Information Sidewall Column Loads Axial Moment LC1 1083 lbs 0 ft-lbs LC3 238 lbs LC4 954 lbs Sidewall Column Member 3.63 x 1.5 x 18ga 33 ksi Column Sidewall Column Interaction 0.360 Sidewall Bracing Conditions Lx 100 in Ly 33 in Lt 33 in Endwall Column Information Endwall Column Loads Axial Uniform Load Moment LC1 1083 lbs LC3 238 lbs 53 plf 492 ft-lbs LC4 954 lbs 39 plf 369 ft-lbs Endwall Column Member 3.63 x 1.5 x 18ga 33 ksi Column Endwall Column Interaction 0.770 Endwall Bracing Conditions Lx 97 in Ly 37 in Lt 37 in Girt Information Girt Loads Uniform Load End Reaction Moment Sidewall Girt in Mid Zone 37 plf 187 lbs 467 ft-lbs Sidewall Girt in End Zone 44 plf 221 lbs 552 ft-lbs Endwall Girt in Mid Zone 43 plf 216 lbs 135 ft-lbs Endwall Girt in End Zone 52 plf 261 lbs 163 ft-lbs Sidewall Girt Member 3.5 x 1.75 x 18ga 33 ksi Girt Sidewall Girt Interaction 0.815 Sidewall Girt Bracing Lx 119 in Ly 12 in Lt 119 in Endwall Girt Member 3.5 x 1.75 x 18ga 33 ksi Girt Endwall Girt Interaction 0.241 Endwall Girt Bracing Lx 59 in Ly 12 in Lt 59 in Stud Information Stud Loads Uniform Load Moment Studs in Mid Zone 21 plf 178 ft-lbs Studs in End Zone 23 plf 202 ft-lbs Stud Member 3.625 x 2 x 20ga 33 ksi Stud Stud Interaction 0.351 Stud Bracing Lx 100 in Ly in 33 Lt 33 in P58536_BLD_IBC-2012-Calculations.xlsx 6 1/10/2024 Jambs Jambs Loads Axial Load Moment LC1 1083 lbs NA LC3 238 lbs 97 ft-lbs LC3 172 lbs NA LC4 954 lbs 72 ft-lbs LC5 904 lbs NA Sidewall Jamb Uniform Load 125 plf Sidewall Jamb Applied Moment 97 lb*ft Endwall Jamb Uniform Load 65 plf Endwall Jamb Applied Moment 62 lb*ft Jamb Axial Load 1083.00 lb Jamb Moment Capacity 971.08 lb*ft Jamb Axial Capacity 5691.00 lb Sidewall Jamb Check OK Endwall Jamb Check OK Endwall Header Checks Endwall header moment capacity 2922.5 lb*ft Endwall Applied Moment 2707.5 lb*ft 16"Endwall Header Check 16 in EW Header-OK 22"Endwall Header Check 22 in EW Header-OK Foundation Information Interior Column Reactions Gravity 2166 lbs Uplift 155 lbs Exterior Column Reactions Gravity 1083 lbs Uplift 535 lbs Allowable Soil Bearing Pressure 1500 psf Slab Thickness 5.50 in Pad Width NA pfld Month NA P58536 BLD IBC-2012-Calculations.xlsx 7 1/10/2024 : . AsaASCE Hazards Report Al EPoCANSOCIEI`(OFCMLENGINEERS Address: Standard: ASCE/SEI 7-16 Latitude: 43.302316 170 Luzerne Rd Risk Category: I Longitude: -73.684695 Queensbury, New York Soil Class: D- Default(see Elevation: 384.67205707984664 ft 12804 Section 11.4.3) (NAVD 88) fi� i'. ill 1;1uf1 rl.rJ� . i 1 I 7. tiDt I' vl:ry f.IS,i .J -4 , C. J ,.1 i 5 , _ ' iris ' �3: I A t West Glens , _ r ,I cn,'a" 'Falls h (' { j Wind Results: Wind Speed 102 Vmph 10-year MRI 74 Vmph 25-year MRI 80 Vmph 50-year MRI 87 Vmph 100-year MRI 92 Vmph Data Source: ASCE/SEI 7-16, Fig.26.5-1A and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Wed Jan 10 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours.Wind speeds are interpolated in accordance with the 7-16 Standard.Wind speeds correspond to approximately a 15% probability of exceedance in 50 years (annual exceedance probability= 0.00333, MRI =300 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://ascehazardtool.orq/ Page 1 of 3 Wed Jan 10 2024 _ . . AXE, AMERICAN SITJEIY OF GMI.ENGINEERS Seismic Site Soil Class: D-Default(see Section 11.4.3) Results: Ss : 0.233 SD1 : 0.108 . Si : 0.068 TL : 6 Fa : 1.6 PGA : 0.13 F, : 2.4 PGA m : 0.2 Sms : 0.373 FPGA : 1.541 Smi : 0.162 le : 1 SDS : 0.249 C, : 0.767 Seismic Design r6gki(Wyse Spectrum 0 Design Response Spectrum ,t-_-_-_--, ' a 0 20 . 0,35 ii. • ‘,71, . o D.20 : 1, :' ''!, 0 15 •o, 0.10 ' .o 0101 . N.:,..s., • Nsz..),-., 0.05 --7:•,:--... .„ 0.05 i• ---2,"%.-----,-__, 0 I. . . ..._ . . . 0 0 < 2 3 , - 5 5 7 0 : • 3 4 5 6 7 Sa(g)vs T(s) Sa-(g)vs T(s) - 0 ; 1 MCER Vertical Response Spectrum Design Vertical Response Spectrum 6 0 22 ' • % 0.14 . 020 i.,1F, 6, 00•4)-,., ,s, 01; 0.16 ' 0 10 i - 0.14 .: ' '''1, • 0 0S .; . OA 2 : . ' " ': q, c3. . Q., - vo , 0 ., • o 0 04 • - .06 ' ' '''°' U.04 ' ''..." 1."."43 OAP 0 0 5 f 0 IS 2 0 0 0 5 1 0 1 5 2 0 Sa(g)vs T(s) Sa(g)vs T(s) . , Data Accessed: Wed Jan 10 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch.21 are available from USGS. https://ascehazardtool.orgi Page 2 of 3 Wed Jan 10 2024 • r I Y ASCEx A+dERICAN SOCIETY OF CML ENGINEERS Snow Results: 2 Ground Snow Load, py: 50 lb/ft Mapped Elevation: 384.7 ft Data Source: ASCE/SEI 7-16,Table 7.2-8 Date Accessed: Wed Jan 10 2024 Values provided are ground snow loads. In areas designated"case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution.This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported`elevation' and `mapped elevation'differ significantly from each other. The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https://ascehazardtool.org/ Page 3 of 3 Wed Jan 10 2024 LANDS N/F DANIEL C. DRELLOS L.6513 P.44 309.5-1-1.2 S72*5 8'Q4'E_ 268.87' - - p 0 EXI I BUTIDING N IEXISnN ' IL UBUILDIN I I I ER01 u G I XISnN � UILDIN O �! I I I p � O I G B EXISTING TRAILER ENCROACHMENTS I: IEXISLDI' :P I AV EXISTING I� TREE LINE ' LANDS N/Fxls,nI UILDNIN MICHAEL KENT ILDI L.6666 P.242 I I 309.9-2-4 O ' I '1 HASE 2 ,ip,� !r VASE I 1 vim° willow;', 0 A AND .IRA LANDS N/F D & G MANAGEMENT L.1479 P.284 309.5-1-1.1 Er STING I I BUILDING - - IL- - EXISTN �UILDIN t� pX STN tsj �UILDIN L N C� n I 1 0 o,k, o, O 6 z LANDS N/F HOMESTEAD ACRES CP LLC L.722 P.259 309.9-2-1 s_TRqPK EXISTN. LAND N/F Q°o LIMITS OF CLEARING & a GRADING = J,65i AC I C H --K�E N T - ao LFD LING Sul'DN �09.P-2�3 \ , UPEN15..,, XISTSING IEXISnNG I AR AG �,o, Bl BUILDING II L.- � UtiST71PED PARKING _ 0 N82�50 ' 52 04' o 0 PROPOSED LAYOUT SCALE; 111=100' I ixISTING rIL DIN PROPOSED HANDICAP & NO PARKING I SIGNS 1 LANs N LANDS N/F wso _ HOMESTEAD ACRECP LLC . R'.NE goAD L.722 P.259 LU _ 309.9-2-1 > oZ 5 (m i dw 4M w r R REa 7 W r AND ' TRA U � AGE E ' AREA 1, I ^I I IIEXISTMq IBUILDIN I I .G--1 ^I o I I XISTINCt E IBBUILDIN I I let INSTALL 16 6'H ARBOR VI TAES I ^I I I IEXI STM q IBUILDIN I I I I LANDS N/F D & G MANAGEMENT LLC L.1479 P.284 309.5-1-1.1 I ^I I I 'EXISTINCt I BUILDING_ I I CONS-- PA� I ^I I�XISTINq �MDMq I I I I - 6 COMPAN Y VEHI CL E PARKING niTn' IB I I I i INSTALL FOUNDA T/ SHRUBS ALONG EXISTING BUILDING EXISTING BUILDINGS TOWN OF QUEENSBURY PLANNING BOARD SEQR RESOLUTION - GRANT NEGATIVE DECLARATION SITE PLAN 80-2023 NICK CARLINO TAX MAP ID: 309.9-2-4 / PROPERTY ADDRESS: 170 LUZERNE ROAD / ZONING: CLI (REVISED) APPLICANT PROPOSES TO CONSTRUCT 10 SELF -STORAGE BUILDINGS OF 4,500 SQ FT EACH FOR A TOTAL OF 340 UNITS AND 45,000 SQ FT. THE PROJECT INCLUDES MAINTAINING THE EXISTING 4,670 SQ FT BUILDING TO BE USED FOR NEW OFFICE AREA AND THE SHOP AREA WILL REMAIN FOR MAINTENANCE. THE SITE WORK INCLUDES A DISTURBANCE OF 3.65 ACRES, ASSOCIATED STORMWATER MANAGEMENT AND EROSION CONTROL, BUILDING LIGHTING AND A SECURITY GATE FOR THE UNITS. ADDITIONAL LANDSCAPING AND NEW FENCING ARE PROPOSED. PURSUANT TO CHAPTER 179-3-040, SITE PLAN FOR NEW COMMERCIAL USE IN THE CLI ZONE SHALL BE SUBJECT TO PLANNING BOARD REVIEW AND APPROVAL. THE PROPOSED ACTION CONSIDERED BY THIS BOARD IS UNLISTED IN THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION REGULATIONS IMPLEMENTING THE STATE ENVIRONMENTAL QUALITY REVIEW ACT AND THE REGULATIONS OF THE TOWN OF QUEENSBURY; NO FEDERAL OR OTHER AGENCIES ARE INVOLVED; PART 1 OF THE SHORT EAF HAS BEEN COMPLETED BY THE APPLICANT; UPON REVIEW OF THE INFORMATION RECORDED ON THIS EAF, IT IS THE CONCLUSION OF THE TOWN OF QUEENSBURY PLANNING BOARD AS LEAD AGENCY THAT THIS PROJECT WILL RESULT IN NO SIGNIFICANT ADVERSE IMPACTS ON THE ENVIRONMENT, AND, THEREFORE, AN ENVIRONMENTAL IMPACT STATEMENT NEED NOT BE PREPARED. ACCORDINGLY, THIS NEGATIVE DECLARATION IS ISSUED. MOTION TO GRANT A NEGATIVE DECLARATION FOR SITE PLAN 80-2023_NICK CARLINO, INTRODUCED BY FRITZ STEFANZICK WHO MOVED FOR ITS ADOPTION, AS PER THE RESOLUTION PREPARED BY STAFF. 1. PART II OF THE SHORT EAF HAS BEEN REVIEWED AND COMPUTED BY THE PLANNING BOARD. 2. PART III OF THE SHORT EAF IS NOT NECESSARY BECAUSE THE PLANNING BOARD DID NOT IDENTIFY POTENTIALLY MODERATE TO LARGE IMPACTS. MOTION SECONDED BY ELLEN MCDEVITT. DULY ADOPTED THIS 15TH DAY OF JANUARY 2024 BY THE FOLLOWING VOTE: AYES: MR. STARK, MR. STEFANZICK, MR, DEER, MRS. MCDE' ITT, MR. TRAVER NOES: NONE ABSENT: MR. LONGACKER, MR. MAGOWAN TOWN OF QUEENSBURY PLANNING BOARD RESOLUTION - GRANT SITE PLAN APPROVAL SITE PLAN 80-2023 NICK CARLINO TAX MAP ID: 309.9-2-4 / PROPERTY ADDRESS: 170 LUZERNE ROAD / ZONING: CLI (REVISED) APPLICANT PROPOSES TO CONSTRUCT 10 SELF -STORAGE BUILDINGS OF 4,500 SQ. FT. EACH FOR A TOTAL OF 340 UNITS AND 45,000 SQ. FT. THE PROJECT INCLUDES MAINTAINING THE EXISTING 4,670 SQ. FT. BUILDING TO BE USED FOR NEW OFFICE AREA AND THE SHOP AREA WILL REMAIN FOR MAINTENANCE. THE SITE WORK INCLUDES A DISTURBANCE OF 3,65 ACRES, ASSOCIATED STORMWATER MANAGEMENT AND EROSION CONTROL, BUILDING LIGHTING AND A SECURITY GATE FOR THE UNITS. ADDITIONAL LANDSCAPING AND NEW FENCING ARE PROPOSED. PURSUANT TO CHAPTER 179-3-040, SITE PLAN FOR NEW COMMERCIAL USE IN THE CLI ZONE SHALL BE SUBJECT TO PLANNING BOARD REVIEW AND APPROVAL. PURSUANT TO RELEVANT SECTIONS OF THE TOWN OF QUEENSEURY ZONING CODE -CHAPTER 179-9-080, THE PLANNING BOARD HAS DETERMINED THAT THIS PROPOSAL SATISFIES THE REQUIREMENTS AS STATED IN THE ZONING CODE; THE PLANNING BOARD HAS REVIEWED THE POTENTIAL ENVIRONMENTAL IMPACTS OF THE PROJECT, PURSUANT TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT (SEQRA) AND ADOPTED A SEQRA NEGATIVE DECLARATION - DETERMINATION OF NON -SIGNIFICANCE; THE PLANNING BOARD OPENED A PUBLIC HEARING ON THE SITE PLAN APPLICATION ON 12/12/2023 AND CONTINUED THE PUBLIC HEARING TO 1/16/2024 WHEN IT WAS CLOSED, THE PLANNING BOARD HAS REVIEWED THE APPLICATION MATERIALS SUBMITTED BY THE APPLICANT AND ALL COMMENTS MADE AT THE PUBLIC HEARING AND SUBMITTED IN WRITING THROUGH AND INCLUDING 1/16/2024; THE PLANNING BOARD DETERMINES THAT THE APPLICATION COMPLIES WITH THE REVIEW CONSIDERATIONS AND STANDARDS SET FORTH IN ARTICLE 9 OF THE ZONING ORDINANCE FOR SITE PLAN APPROVAL, MOTION TO APPROVE SITE PLAN 80-2023 NICK CARLINO: INTRODUCED BY FRITZ STEFANZICK WHO MOVED FOR ITS ADOPTION. ACCORDING TO THE DRAFT RESOLUTION PREPARED BY STAFF WITH THE FOLLOWING: 1) WAIVERS REQUESTED GRANTED; 2) THE APPROVAL IS VALID FOR ONE (1) YEAR FROM THE DATE OF APPROVAL. APPLICANT IS RESPONSIBLE FOR REQUESTING AN EXTENSION OF APPROVAL BEFORE THE ON17 (1) YEAR TIME FRAME HAS EXPIRED. 3) ADHERENCE TO THE ITEMS OUTLINED IN THE FOLLOW-UP LETTER SENT WITH THIS RESOLUTION. a) 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; b) IF APPLICABLE, THE SANITARY SEWER CONNECTION PAN MUST BE SUBMITTED TO THE WASTEWATER DEPARTMENT FOR ITS REVIEW, APPROVAL, PERMITTING AND INSPECTION; PAGE 1 OF 2 c) IF CURB CUTS ARE BEING ADDED OR CHANGED A DRIVEW' ( PERMIT IS REQUIRED. A BUILDING PERMIT WILL NOT BE ISSUED UNTIL THE APPROVED DRIVEWAY PERMIT HAS ITEEN PROVIDED TO THE PLANNING OFFICE; d) IF APPLICATION WAS REFERRED TO ENGINEERING THEN ENoINEERING SIGN -OFF REQUIRED PRIOR T'O SIGNATURE OF ZONING ADMINISTRATOR OF THE APPROVED PLANS; e) FINAL APPROVED PLANS SHOULD HAVE DIMENSIONS AND SETBACKS NOTED ON THE SITE PLAN/SURVEY, FLOOR PLANS AND ELEVATION FOR THE EXISTING ROOMS AND PROPOSED ROOMS IN THE BUILDING AND SITE IMPROVEMENTS;- f) IF REQUIRED, THE APPLICANT MUST SUBMIT A COPY OF THE FOLLOWING TO THE TOWN: a. THE PROJECT N01 (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: 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 PLAN WAS PREPARED AND APPROVED; I[. THE PROJECT N01 AND PROOF OF COVERAGE UNDER THE CURRENT NYSDEC SPDES GENERAL PERMIT, OR AN INDIVIDUAL SPDES PERMIT ISSUED FOR THE PROJECT IF REQUIRED. g) 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; h) THE APPLICANT MUST MEET WITH STAFF AFTER APPROVAL AND PRIOR TO ISSUANCE OF BUILDING PERMIT AND/OR THE BEGINNING OF ANY SITE WORK; 1) SUBSEQUENT ISSUANCE OF FURTHER PERMITS, INCLUDING BUILDING PERMITS IS DEPENDENT ON COMPLIANCE WITH THIS AND ALL OTHER CONDITIONS OF THIS RESOLUTION; J) 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. k) THIS RESOLUTION IS TO BE PLACED IN ITS ENTIRETY ON THE FINAL PLANS. 1) COMPLETION OF THE WEST SIDE FENCE WILL BE DONE BY DECEMBER 2025. MOTION SECONDED BY BRADY STARK, DULY ADOPTED THIS 16TH DAY OF JANUARY 2024 BY THE FOLLOWING VOTE: AYES: MRS. MCDEVITT, MR, STARK, MR. STEFANZICK, MR. DEEB, MR. TRAVE:R NOES: NONE ABSENT: MR. LONGACKER, MR. MAGOWAN MAY 17 24'2 TOWN OF QUEENSBUF BUILDS OWNER/APPLICANT: NICK CARLINO ADIRONDACK MOVING COMPANY, LLC N.T.S. NOTES: 1. BASE MAPPING TAKEN FROM WARREN COUNTY TAX MAPPINGS & REFERENCE MAP. 2. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. 1-800-962-7962. 3. KNOX BOX REQUIRED ON EXISTING BUIILDING. MAP REFERENCES: 1. "SURVEY & MAP OF LANDS NOW OR FORMERLY OF PHILIP S. KENT, JR. & MICHELE PAULSON KENT AND MICHAEL F. KENT & JULIE M. KENT STREET NO. 170 LUZERNE ROAD" PREPARED BY ABD ENGINEERS & SURVEYORS, DATED DECEMBER 18, 2023. 2. "MAP OF A SURVEY OF THE LANDS OF ROLAND C. & BEATRICE A. MANDIGO BY JOHN VANDUSEN DATED NOV. 17, 1961. SNOW STORAGE: -SNOW STORAGE SHALL BE HANDLED ON SITE. -SNOWFALL ACCUMULATION IN EXCESS OF 4" SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 HOURS. SNOW SHALL BE REMOVED FROM SITE WHEN IT IMPEDES ACCESS/PARKING NEEDS. CONSTRUCTION WASTE DISPOSAL NOTE: 1. DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE OFF SITE IN AN APPROVED FACILITY. EXISTING BUILDING WATER AND SEWER NOTE; - EXISTING WATER LATERAL TO REMAIN AND REUSE - EXISTING SEPTIC SYSTEM TO REMAIN AND REUSE STORAGE FACILITY WATER AND SEWER NO IJO OFFICE PROPOSED NO WATER AND SEWER BEING PROVIDED STORAGE FACILITY HOURS OF OPERATION: MON. - SUN. 24HRS. (SITE TO BE CONTROLLED WITH ACCESS GATE MANAGEMENT) TOTAL AREA OF DISTURBA .E• 3.65 ACRES (NO LAND DISTURBANCE IS PROPOSED BETWEEN NOVEMBER 15 AND APRIL 1.) PARKING REQUIREMENTS: SELF STORAGE FACILITY: 1 PER 5 UNITS 68 SPACES REQUIRED BUSINESS SERVICE: 1 PER 200 SF + 1 PER EMPLOYEE 800 SF OFFICE 4 SPACES REQUIRED + 3 COMPANY VEHICLES TOTAL: 75 SPACES REQUIRED 75 SPACES PROVIDED COVERAGE STATISTICS EXISTING PROPOSED BUILDINGS: 4,670f SF 1.2% 49,670f SF 12.5% PAVEMENT: 43,973f SF 11.1% 95,841t SF 24.2% GREEN SPACE: 350,323f SF 87.7% 253,455f SF 63.3% TOTAL 396,832t SF (9.11f AC) 100% ZONING: CLI (COMMERCIAL LIGHT INDUSTRIAL) REQUIRED PROPOSED B ILDING HEIGHT: 60' MAX. 16' T AREA: N/A 9.15f AC T DENSITY: 1 ACRE PER PRINCIPAL USE ---- OR STRUCTURE N/A MI IMUM PERMEABLE: 30% MIN. 63.3% WIDTH: 200' 262'f SETBACKS: FRONT: 50' 40'f* REAR: 30' 1,183'f SIDE: 30' 36'f PROPOSED STRUCTURE *PRE-EXISTING NON -CONFORMING CV cV N cV G`,�J I L CD N < ALTERATION OF THIS - DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL - ENGINEER IS ILLEGAL LAYOUT & LIGHTING PLAN Q SELF STORAGE UNITS 170 LUZERNE ROAD Z _ PAL� % �' �ti }' ` ",//1 o z p �2 w ZO 75 z� TOWN OF QUEENSBURY COUNTY OF WARREN Ld o Q a o r Z o ! � CC STATE OF NEW YORK J a W 1 I- 6 qj', L ENGINEERS Q LL 0 r a Zi m l- ! 6. nti Is �' � SURVEYORS N N.Y.12305 411 Union Street SChenect(Oy, Z o Y v �Q D467 � A - 518-377-0315 Fax.518-377-0379 I1A _�pF( ". ,_,� � Ss��. www.abdeng.com co o ~ Q a SCALE: IDWG. SHEET OF DATE: LUIGI A. PALLESCHI, P.E. OCTOBER 11, 2023 AS SHOWN 5WA-S12 1 4 Nj Oj Z N.Y.S. LICENSE NO. 9� 4676 1 ol J -NCE' m I X a �\ W , r 4Q -� 03 � � ►rl �' � 84.9�_ -EXT5 1 I IV v I I _ _BUILDING_ — x J O i — 4. r _ EXILD la STING�aG-3 I I, 6� II� -B .L 8" PVC—\ i X 3 - EXISTING 1 01111 MUG - - -- —EXISTING �I I—BuILD1NG — E=O — EXISTING �I 1 - gNpING - - 00 I � O X 385.3 z 1 1 I I Al XISTMI AR p,G m ,II oocn I� OI ,3 7- . C) m A 4.0 � I 80.8 W383.5 — I i TP /P T#1 FES� 0 379f 9 FE �- TP /PT#2 �6j79.8 4 N O IN I r I IIEXISTINCp 0 IBUILDIN II I 131f LF 12" HDPE 90.67 6.0 O nIN lLJILDIN I I d X 3.4 — 86f LF 12" HDPE @0.47, I _ TOP F I 4.0 BERM 381. IEXISTINq IBUILDIN I I I � 5 9 Ill 8" UD PERFORA TED I ,I I I EXISTINO gUILD03 I I I 131f LF 12" - HDPE ©0. 4% I �I I�XISTINC� �UILDINCI I I I I I ^I IIEXISTIN Iq IBUILDIN I I I i �0 PP N cD o N r-5 N N N N N N CO N C6 W Q U U 0� m J U O_ Zp N N Z 5;�. iA W I— x z w � �- O } >0 Q O z 0. t,l U 3 U Q 0 (n I1 J W ( w } Q Q m Li z z a c� w. Z o z < x o I . c0 u� N '- z ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS ILLEGAL A. i s l 1 w t[i t I'LLI �Cack �n- 94 67' h'ops� LUIGI A. PALLESCHI, P.E. N.Y.S. UCENSE NO. 94676 NOTES: 1. BASE MAPPING TAKEN FROM WARREN COUNTY TAX MAPPINGS & REFERENCE MAP. 2. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE— GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. 1-800-962-7962. 3. KNOX BOX REQUIRED ON EXISTING BUIILDING. MAP REFERENCES: 1. "SURVEY & MAP OF LANDS NOW OR FORMERLY OF PHILIP S. KENT, JR. & MICHELE PAULSON KENT AND MICHAEL F. KENT & JULIE M. KENT STREET NO. 170 LUZERNE ROAD" PREPARED BY ABD ENGINEERS & SURVEYORS, DATED DECEMBER 18, 2023. 2. "MAP OF A SURVEY OF THE LANDS OF ROLAND C. & BEATRICE A. MANDIGO BY JOHN VANDUSEN DATED NOV. 17, 1961. SNOW STORAGE: —SNOW STORAGE SHALL BE HANDLED ON SITE. —SNOWFALL ACCUMULATION IN EXCESS OF 4" SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 HOURS. SNOW SHALL BE REMOVED FROM SITE WHEN IT IMPEDES ACCESS/PARKING NEEDS. CONSTRUCTION WASTE DISPOSAL NOTE: 1. DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE OFF SITE IN AN APPROVED FACILITY. EXISTING BUILDING WATER AND SEWER NOTE: — EXISTING WATER LATERAL TO REMAIN AND REUSE — EXISTING SEPTIC SYSTEM TO REMAIN AND REUSE STORAGE FACILITY WATER AND SEWER NOTE: — NO OFFICE PROPOSED — NO WATER AND SEWER BEING PROVIDED STORAGE FACILITY HOURS OF OPERATION: MON. — SUN. 24HRS. (SITE TO BE CONTROLLED WITH ACCESS GATE MANAGEMENT) TOTAL AREA OF DISTURBACE: 3.65 ACRES (NO LAND DISTURBANCE IS PROPOSED BETWEEN NOVEMBER 15 AND APRIL 1.) PARKING REQUIREMENTS: SELF STORAGE FACILITY: 1 PER 5 UNITS 68 SPACES REQUIRED BUSINESS SERVICE: 1 PER 200 SF + 1 PER EMPLOYEE 800 SF OFFICE 4 SPACES REQUIRED + 3 COMPANY VEHICLES TOTAL: 75 SPACES REQUIRED 75 SPACES PROVIDED SOIL DATA SOIL INVESTIGATION PERFORMED BY ABD ENGINEERS & SURVEYORS ON 12/20/2023. TEST PIT #1: 0-6" TOP SOIL 6"-8' FINE SAND NO GROUNDWATER NO MOTTLING INFILTRATION TEST#1 — 85 INCHES/HOUR ® 6' TEST PIT #2: 0-6" TOP SOIL 6"-6' FINE SAND NO GROUNDWATER NO MOTTLING INFILTRATION TEST#2 — 75 INCHES/HOUR ® 6' GRADING & UTILITIES PLAN SELF STORAGE UNITS 170 LUZERNE ROAD TOWN OF QUEENSBURY I COUNTY OF WARREN STATE OF NEW YORK ENGINEERS SURVEYORS 411 Union Street Schenectady, N.Y. 12305 518-377-0315 Fax.518-377-0379 www.abdeng.com SCALE: DWG. SHEET OF DATE: OCTOBER 11, 2023 1" = 40' 5648Ar-S12 2 4 SOIL DATA SOIL INVESTIGATION PERFORMED BY ABD ENGINEERS & SURVEYORS ON 12/20/2023. TEST PIT #1: 0-6" TOP SOIL 6"-8' FINE SAND NO GROUNDWATER 85 INCHES/HOUR 0 6' NO MOTTLING INFIPATON TEST11. U f�l it - ig iuruFsINOUR 0 6' tlp i EXIT GATE l I �I AN FE' CG TO BE �i I ELpCA TED EXISTING ETA I ❑! METAL FENCE II 1�_x ��X3$�(7 .6I�I l as X30 B11I�X-X387 xx TING X� X383.2 �ATE CE X384.6 X385.\ X386.1� X385.1 L I 1 I'I III X384.1 pp INLET PROTECTION \\DETAIL (TYP.) 388 8--_ 383.8 385.6 \ 384 I BUILDING _ - I 1 -, - _ X3.9 ` I �N T -RAP I ,38I SE: MPORARY i 4 X384.7 I UILQ - 383.5 X385.2 I � X 385.7 X 384.8 I P��P,T#1 X 385.0 EXISTING �I I ���� IX383.9 I X 384E /� P T 2 I i#II� I X385.4 I X384.6 X384.9 I ^I I IIEXISTINC IBUILDIN I I I I 3.5 xt 382.7 I I� X385.0 �!� �X383.9 X 385.1 r X X384.4 �I DO N T D I/E TIRE I X 9 II �� I V/EHICL01/ER �C I COMPACT j PHIS AREA (• - -EXISTING I I - �- ,�~ `' �'� I I__ n I I II 1 I� ��1 X 382.5 BIJ X382.9 X385.6 I d X384.8 2.9 � I X 385.2 I II! I x ° I�� I (- -EXISTING I I_-E�U�- �� 1 u P� �C] I I I X 383.4 X387.0 x 385.3 o EMIK3 � IQ l _GONG 3 I I /�31� I I WA 0 X3�6.2 �_`-� X382.7 + _Z7T__� X38). X385.6 X38 �3 c= _-- II I E ,ISTIING I BUILD II II �II PA V/EMEN T BE SA WC To AND REMOV )UT CONC, OHD ON K - ( EXISTINGBUILDING I I I' II FF 385 I o � _ E STING I OHD -� IEXIST N_G'!_- P�IVEMENT C IBUIL ING PAD r �,CI EXISTING �! UNSTRIPED .� P 0111 I ^I I I FxISTINO BUILDING I I I X 3T3.3 0 I ^I I I�XISTING, �UILDINq I I I � _ EXISTING BUILDINGS '0 REMAIN RATHR �' $SO 152,0 �20001 W VV _ o N 50 - -384- 'E� os7IN' I G AR A � 0 N � p fTI Ri Cr -� WINDOW .TO IBE REPL CED Lt 0 AD R W 0 N .i r.\IJwI CATCH BASIN OR DROP INLET WITH GRATE - - 1' MIN �- .r BURIED FABRIC GATHER EXCESS AT CORNERS 2" x 4" WOOD FRAME 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"0" WOOD OR EQUIVALENT METAL NIN WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18" DEEP. SPANS GREATER THAN 3' MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1' MINIMUM BELOW GROUND AND BACKFIELD IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. U 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. FILTER FABRIC INFILTRATION BASIN AND CATCH BASIN PROTECTION DETAIL NOT TO SCALE 50'MIN. 3' 5 ON 1 =� !FILTER CLOTH PROFILE 6"M/N. O EXISTING PIPE GROUND _ 50 MIN. SILT FENCE Wiwi MOUNTABLE BERM (OPTIONAL) IF NOT PIPED F_ l0 m w 12' > 24 MIN. M/N. 0 F_ V) PLAN Y-10 w CONSTRUCTION SPECIFICATIONS 1. STONE SIZE- USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 30 FEET J. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - NOT LESS THAN THE FULL DRIVEWAY WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 24' MINIMUM /F SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING /S IMPRACTICAL, A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED /N A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE, AS CONDMONS DEMAND, AND REPAIR AND/OR CLEAN- ING OF ANY MEASURES USED TO TRAP SEDIMENT. 8. WASHING - WHEELS SHALL BE CLEANED WHEN NECESSARY TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING /S REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE SIL T FENCE �-SEE NO TE 2 FOR ANCHORING - REQUIREMENTS MIN. 10 MIL. PLASTIC LINER CONCRETE WASHOUT AREA DETAIL NOT TO SCALE CONCRETE WASHOUT NOTES 1. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD /S DISCHARGED. 2. PLASTIC LINER SHALL BE HAVE A MINIMUM THICKNESS OF 10 MIL. WITH NO HOLES OR TEARS, AND ANCHORED BEYOND THE TOP OF THE PIT WITH AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURTENANCE EXCEPT AT ACCESS POINT. 2"x2" MIN. WOODEN STAKE 10' 0. C. MAX. SILT STOP FENCE M/RAF/ f 00X OR EQUAL ATTACH TO STAKE PER 4" MIN. MANUFACTURERS RECOMMENDATIONS D/TCH TO BE CUT EN77REL Y 16" MIN. ALONG LENGTH OF SILT FENCING FLOW LAP FABRIC 6" MIN. & FOLD AT JOINTS 6" TOE /N MIN. FOR 16" SILT STOP FENCE FABRIC SILT FENCE DETAIL NO SCALE NOTES: 1. BASE MAPPING TAKEN FROM WARREN COUNTY TAX MAPPINGS & REFERENCE MAP. 2. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPE LINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL U.F.P.O. 1-800-962-7962. 3. KNOX BOX REQUIRED ON EXISTING BUIILDING. MAP REFERENCES: 1. "SURVEY & MAP OF LANDS NOW OR FORMERLY OF PHILIP S. KENT, JR. & MICHELE PAULSON KENT AND MICHAEL F. KENT & JULIE M. KENT STREET NO. 170 LUZERNE ROAD" PREPARED BY ABD ENGINEERS & SURVEYORS, DATED DECEMBER 18, 2023. 2. "MAP OF A SURVEY OF THE LANDS OF ROLAND C. & BEATRICE A. MANDIGO BY JOHN VANDUSEN DATED NOV. 17, 1961. SNOW STORAGE: -SNOW STORAGE SHALL BE HANDLED ON SITE. -SNOWFALL ACCUMULATION IN EXCESS OF 4" SHALL BE REMOVED FROM ALL PARKING AREAS/WALKWAYS WITHIN 48 HOURS. SNOW SHALL BE REMOVED FROM SITE WHEN IT IMPEDES ACCESS/PARKING NEEDS. CONSTRUCTION WASTE DISPOSAL NOTE: 1. DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE OFF SITE IN AN APPROVED FACILITY. EXISTING BUILDING WATER AND SEWER NOTE: - EXISTING WATER LATERAL TO REMAIN AND REUSE - EXISTING SEP11C SYSTEM TO REMAIN AND REUSE STORAGE FACILITY WATER AND SEWER NOTE: - NO OFFICE PROPOSED - NO WATER AND SEWER BEING PROVIDED STORAGE FACILITY HOURS OF OPERATION: MON. - SUN. 24HRS. (SITE TO BE CONTROLLED WITH ACCESS GATE MANAGEMENT) TOTAL AREA OF DISTURBACE: 3.65 ACRES NO LAND DISTURBANCE IS PROPOSED BETWEEN NOVEMBER 15 AND APRIL 1.) EROSION CONTROL NOTES: THE OWNER AND CONTRACTOR SHALL COMPLY WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT AND AS A MINIMUM IMPLEMENT THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES: - CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLANS OR DETAILS AND AS NEEDED DURING THE GENERAL COURSE OF WORK. - SOIL EROSION WILL OCCUR AFTER EVERY RAINFALL UNTIL TURF IS ESTABLISHED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR EROSION AFTER EVERY RAINFALL. FAILURE TO REPAIR MINOR EROSION WILL RESULT IN MAJOR EROSION AND POSSIBLY PAVEMENT AND STRUCTURE FAILURE. PRIOR TO SITE DISTURBANCE, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN - PLACE. - TEMPORARY INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE PADS AT ALL LOCATION WHERE CONSTRUCTION VEHICLES WILL ENTER ONTO PUBLIC STREETS. ALL PUBLIC STREETS TO BE INSPECTED AND MAINTAINED CLEAR OF SOIL ACCUMULATION. - EXCAVATION WORK CARRIED OUT DURING PERIODS OF INCLEMENT WEATHER SHALL REQUIRE ADDITIONAL EROSION CONTROL MEASURES AS MAY BE NECESSARY BASED ON CONDITIONS. ADDITIONAL EROSION CONTROL METHODS INCLUDING SOIL STABILIZATION MATS. PLACEMENT OF STONE. PLACEMENT OF SOIL MAY BE REQUIRED DUE TO CLIMATIC CONDITIONS (EXCESS RAIN, ETC.) - STABILIZATION OF DISTURBANCE AREAS TO BE PAVED BY COMPACTION AND APPLICATION OF SUBBASE WITHIN ONE MONTH AFTER UTILITIES ARE INSTALLED. _ VEGETATIVE STABILIZATION OF DISTURBED AREAS TO BE SEEDED INCLUDING R.O.W. AND EASEMENTS WITHIN TWO WEEKS OF FINAL GRADING. - PLANS SHOW TEMPORARY SOIL EROSION AND STABILIZATION MEASURES WHICH SHALL BE MAINTAINED UN11L ALL AREAS ARE STABILIZED. - THE CONTRACTOR SHALL BE RESPONSIBLE TO SEED AND MULCH (OR HYDROSEED) AND TO PROVIDE AN ADEQUATE WATER SOURCE AND HOSES FOR GERMINATION OF THE SEED. - IF THE CONTRACTOR ELECTS NOT TO INSTALL IMPORTED TOPSOIL OR SPREAD TOPSOIL FROM THE SITE THE SEEDING MAY NOT ESTABLISH ITSELF OR MAY BE SUBJECT TO STRESS FAILURE. THE OWNER SHALL TAKE COMPLETE RESPONSIBILITY FOR ESTABLISHING THE LAWN BY PROPER WATER AND FERTILIZING. N N IN Cy N r7 N W C° N ALTERATION OF THIS uri ri c i DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS ILLEGAL EXISTING CONDITIONS AND EROSION CONTROL PLA J � ­3 m SELF STORAGE UNITS LUZERNE ROAD cn z co1'70 - >Ln z 0 U5 N Z H � I- Z W .Orr A� '� f'. z z \ TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK 5 p Q O} ui UVq,, z ° o J U w O ui Q J p N W 4i; t i i d' I r� tlJ ENGINEERS �' Z 0 Z 1- 0 ? Z :2 N � �' �'� SURVEYORS 4. 411 Union StreeIc c!ecta4379•Y. 12305 z z w �� 9467 � Fax.518-377 Q 3 C OPES 0'0 r ss� 518-377-0315 www.abdeng.com 0 o Q CL `�" "" DATE: SCALE: DWG. SHEET OF p LUIGI A. PALLESCHI, P.E. OCTOBER 11, 2023 1" = 40' 564�A-S12 3 d r j c j � Z N.Y.S. LICENSE NO. 94676 WIRE THROUGH RUBBER HOSE TO PROTECT TREE FINAL GROUNDLINE SAME AS AT NURSER 4"-7" SAUCER HTL II ALTERNATE STAKE • .%I'` ti ICIimam REMOVE BURLAP FROA1 i0P 1/3 OF BALL COVER GRATE WITH FABRIC HEAVY DUTY MANHOLE UNTIL GRASS IS ESTABLISHED FRAME & COVER RISER AS NEEDED (GRATE COVER #1159) (1' ABOVE FINSHED GRADE) OVERLAP FABRIC TRAFFIC LOAD ON TOP OF SLAB FLAT SLAB TOP SEED AND MULCH ORIGINAL GROUND 12" 2,�0» 12" MIN. 18" MAX. S� 0 O 0 4' SECTION 0 0 O O 0 0 AEF 480HS FILTER FABRIC COMPACT, CLEAN 3/4" NON -WOVEN DRAINAGE FABRIC LAID TO 1 1/2" WASHED STONE 2 0 O 0 DOWN INSIDE DRYWELL TO PROTECT FREE OF FINES MIN. DRYWELL BOTTOM FROM SILTATION AEF 480HS FILTER FABRIC ' y :`. 12" NON -WOVEN DRAINAGE COMPLETELY ENCLOSING STONE 4'-0" O.D. NOTE: COVER ALL GRATES WITH FILTER FABRIC UNTIL SITE HAS STABILIZED DRYWELL DETAIL BY FORT MILLER OR APPROVED EQUAL NO SCALE 9.11111111 0.5 F.C.1 WPLEC MOUNTED ® 8' 40' 20' 0' TYPICAL LIGHTING PATTERN NO SCALE ) 26W )UAL MOUNTED BUILDING MOUNTED LIGHTING DETAIL NO SCALE REMOVE BURLAP, ROPE OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORT70NS OF ROPE OR 2 STRANDS #72 WIRE. UP TO 4" CAL. WIRE BASKET AS MUCH 2 STRANDS #70 WIRE FOR 4"-6" CAL. AS POSSIBLE. 3" MULC SHOVEL CUT "V" EDGE 3-5" DEP !! FINISH GRADE--� HT: OF TIE APPROX 1/2 HT OF TREE „ R— I'-O" SAUCER WIDTH PLANTING SOIL-3 PARTS TOPSOIL & 1 PART PEAT MOSS, BY VOLUA%_ COMPACTED SUBSOIL BASE EVERGREEN TREE PLANTING DETAIL, NO SCALE CONTINUOUS BED OF PLANTING MIXTURE -- SCARIFY BOTTOM OF PIT - SET BALL TO PREVENT ROCKING -- NOTE: ALL DOORS TO HAVE CODE COMPLIANT LIGHTS RAB WPLED26 OR EQUAL NO SCALE EP 4' \ Cl 4" DEEP 3/4"-1 1/2" ROUNDED LANDSCAPE STONE STONE GRAVEL TOP OF BERM DIAPHRAGM 3/4 "-1 1/2 " WASHED 384.Of 3' DRAINAGE STONE 0 100YR - 382.39 OVER FABRIC 0 50YR - 381.76 8" PERFORATED UNDERDRAIN 10YR - 381.00 7 1 YR - 3_79.3 FILTER FABRIC BOTTOM: 378.00 MARAFI 14ON STORM WATER MANAGEMENT STONE GRAVEL DIAPHRAGM OFF CROSS-SECTION EDGE OF PAVEMENT DETAIL NO SCALE NO SCALE NO LE PARKING ANY TIME 1( ° STYLE M1982 ° 12"x18" 12"x18" ° 60" _ ° 0 1-17/32" 7�M off 0 ° 3-1/8" -14 U POST -STYLE 80 U ° GREEN BE 8' NOTE: PROVIDE "NO PARKING" SIGN IN FRONT OF HC ACCESS AISLE SETON POST & HANDICAP SIGN DETAIL NO SCALE 18'-0" 8'-0" MIN. FOR HADICAP 8'-0" MIN. FOR HADICAP 4" PAINTED PARKING SPACE MARKING. (COLOR WHITE) —COLOR BLUE FOR HANDICAP SPACES. p —NO PARKING SIGN PAINT HANDICAP SYMBOL ��—HC SIGN NBLUE I —WHITE NOTE: 9' SPACING FOR REGULAR SPACES AS NOTED ON PLAN PAINT STRIPING DETAIL & HANDICAP MARKING NO SCALE CATCH BASIN FRAME AND GRATE - AS MANUFACTURED BY CAMPBELL FOUNDRY CO. PATTERN NO. 2816E BACKFILL PER ASPHALT CONC. PAVEMENT DETAIL FOR WATER SERVICE UNDER PAVEMENT WEED CONTROL BARRIER SHRUB PLANTING DET111 o � I a f g. //\ . O PA VEMENT LANDLORD G.C. TO INSTALL 'BOLLARDGARDS' PER SIZE AND DIAMETER AT EACH BOLLARD; COLOR — BLACK WITH GREEN REFLECTIVE TAPE. SEE WWW.INNOPLAST.COM. 84"L x 4" DIA. CONCRETE FILLED STEEL PIPE BOLLARD TY'., SEE PLANS FOR SIZE/LOCATIONS. 1 /2" EXPANSION JOINT CONCRETE SLAB OR CURB ---18" DIA. CONCRETE FOOTING 1 /2" DIA. X 4" STUDS. NOTE: —FOR 48" HIGH 30LS TYP., INSTALL 52" HIGH BOLLARD COVERS. —CONTACT MANUFACTURER AND/OR ARCHITECT FOR BOLLARD COVER HEIGHTS AT BOLLARDS OF DIFFERENT SIZES. PIPE BOLLARD IN CONCRETE NO SCALE NOTE: BOLLARDS BETWEEN BLDGS TO BE INSTALLED IN SLEEVE AND NOT CONCRETE FILLED FOR REMOVAL FOR SNOW PLOWING COVER GRATE WITH SHOWN ON PLAN. SURFACE TO BE FILTER FABRIC UNTIL GRADED TO PROVIDE POSITIVE DRAINAGE AREA IS STABILIZED TO GRATE. MULCH AS REQUIRED TO OR PAVED [PREVENT EROSION INTO BASIN CEMENT FILLET AROUND 3" MIN PERIMETER OF FRAME (DO NOT GRADE RINGS CONSTRUCT FILLET UNTIL TOWN/ENGINEER HAS SIGNED OFF ON THE CB TF ELEVATION) A MINIMUM OF 3" GRADE ADJUSTMENT SHALL BE TYPE 6 TOP _GENERAL NOTES: THE ENGINEER SHALL BE N077FIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. NO SLOPE ON BOUNDARY OF ADJACENT PROPERTY SHALL EXCEED 3 HORIZONTAL TO 1 VER77CAL WITHOUT EROSION CONTROL MATTING. IT IS THE CONTRACTORS RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL OTHER CONTRACTORS ON THE SITE THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A COND177ON AS BEFORE BEING DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED 7REES, SHRUBS AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. CONTRACTOR TO TOPSOIL & SEED ALL DISTURBED AREAS. THE CONTRACTOR WILL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTA77ON DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE 77ES TO ALL U77LITY CONNECTIONS AND PROVIDE MARKED UP AS -BUILT PLANS FOR ALL UT7LI77ES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS -BUILT PLANS SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES AND THE CONTRACTOR SHALL PROVIDE ANY CORRECT70N OR ADMISSIONS TO THE SATISFACTION OF THE OWNER AND HIS REPRESENTA7VES BEFORE U77LI77ES WILL BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE 7EMPORARY SAFETY FENCING AROUND ALL EXCAVATIONS. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL PUSH AND RECEIVING PITS SHALL BE BARRICADED AND PROTECTED IN ACCORDANCE WITH MUTCD. PROTECT70N SHALL BE PROVIDED FOR VEHICULAR AND PEDESTRIAN TRAFFIC. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, EXACT LOCA77ON OF WHICH MAY VARY FROM THE LOCAT70NS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCA77ON OF SUCH PIPE LINES, SUBSURFACE S7RUCTURES AND/OR U7LITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL DIG SAFE TOLL FREE AT 811. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH 77-IE LATEST REVISIONS OF NEW YORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULA77ONS FOR CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENT LANDS FREE FROM DEBRIS, SOIL, AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUC7ON RELATED TO THE SITE. ALL NEW MANHOLES AND VALVE" BOXES CONSTRUCTED WITHIN PAVED AREAS SHALL HAVE THE TOPS SET FLUSH WITH THE BINDER COURSE. IN LANDSCAPED AREAS, ALL FRAMES SHALL BE 0.1' ABOVE GRADE. STORM SEWER ALL STORM SEWER LINES SHALL BE HDPE N-12 W1774 INTEGRAL GASKETED BELL & SPIGOT (SILT TIGHT). TYPE 3 BINDER COMPACTED SUBGRADE LFABR/C (MIRAF/ 50OX) LBASE COURSE AS NOTED BELOW ASPHAL T CONCRETE PA VEMENT DETAIL NO SCALE ONSI TE PA VEMEN T SEC TION 1 112" TYPE 6 TOP 2.5" TYPE 3 BINDER 8" BASE COURSE CRUSHER RUN 2'-6" SQUARE PROVIDED z PRECAST CONCRETE CATCH BASIN ID AS SHOWN BY FORT MILLER OR EQUAL ON PLAN ALL BACK FILL TO BE GRAVEL 12" ter- C- M "� MIN BACKFILL MATERIAL N N N N N Li ALL AROUND CD N COMPACTED TO 100% cv ¢ ALTERATION OF THIS N OPTIONAL - AS DIRECTED BY ENGINEER o MAXIMUM :DENSITY PROPEX 4545 FILTER FABRIC OR `� � � � � DOCUMENT EXCEPT BY A STANDARD PROCTOR EQUAL INSTALLED ON TRENCH LICENSED PROFESSIONAL ENGINEER IS ILLEGAL (ASTM 0696) BOTTOM WITH RETURN TO CB J : CD 0 C3 m WALL AS REQUIRED BY THE ENGINEER SUMP z 0 0 II (TO BE OPTIONAL) w 12" MIN. COMPACTED LEVEL w W ? F'ALICn F;<` Tr OF GRAVEL SUBBASE z Z w UNDISTURBED �� _ 0 w 1T.`� ' 1 'TH OR ROCK > a o ° z o { t Ek J w a W o Ln W ? , a e j to 2'-6" SQUARE PRECAST REINFORCED z 0 0 0 Q m � r z t Z z Z w�,� CONCRETE CATCH BASIN o Q `� Qfi ssl� NO SCALE " ~ n. C LUIGI A. PALLESCHI, P.E. Z N.Y.S. LICENSE NO. 94676 SITE DETAILS SELF STORAGE UNITS 170 LUZERNE ROAD TOWN OF QUEENSBURY ICOUNTY OF WARREN STATE OF NEW YORK ENGINEERS SURVEYORS 411 Union Street Schenectady, N.Y. 12305 518-377-0315 Fox.518-377-079 www.abdeng.com DATE: SCALE: FWG� SHEET OF OCTOBER 11, 2023 AS SHOWN -S12 4 4