The URL can be used to link to this page

Final Approved PlansA V I A T I O N R O A D PROPOSEDALDI STOREUPPER GLEN STREETDrawing No.Scale:Project No.Type:Date:Drawn By:Date:AIssued:Project Name & Location:Drawing Name:SealBCDFGH1Date:Revisions:Inc.DO NOT SCALE PLANSCopying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. ContactEngineer of Record with any need for additional dimensions orclarifications.585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564615 Fishers RunVictor, NY 14564585.742.2222585.924.4914.faxDrawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document inany way. Any licensee who alters this document is required by lawto affix his or her seal and to add the notation "Altered By" followedby his or her signature and the specific description of the alterationor revision.www.apd.comCwww.apd.comCopyright 2019A P D Engineering & Architecture PLLCA P D Engineering &Architecture PLLC8765432EIssued for Bid5/03/19Issued for Construction6/10/19TCS3/19/191"=30'Retrofit18-0481ALDI - Queensbury, NYStore #18763 Upper Glen StreetTown of QueensburyWarren CountyCIVIL ENGINEER OF RECORDName: Christopher, V. KambarNew York License No.: 085920Exp. Date: October 31, 2019Firm Reg. No.: 0014815Exp. Date: December 31, 2020SealN.T.S.Cover SheetCSLOCATION SKETCHN.T.S.FORDRAWING LIST:CSCover SheetSV1Topographic and Utility SurveyC1Demolition PlanC2Site PlanC3Grading and Drainage PlanC3.1Paving PlanC4Planting PlanC5Detail SheetC6SpecificationsAGENCY & MUNICIPALITY CONTACTS:TOWN OF QUEENSBURY742 BAY ROADQUEENSBURY, NY 12804PHONE: (518) 761-8256ENGINEER:APD ENGINEERING & ARCHITECTURE, PLLC615 FISHERS RUNVICTOR, NY 14564(585) 742-0217CONTACT: CHRISTOPHER V. KAMBAR, P.E.ARCH-ARCHITECTBC -BOTTOM OF CURB/EDGE OF PAVEMENTBW -BOTTOM OF WALLCATV-CABLE TELEVISIONCB-CATCH BASINCM -CONSTRUCTION MANAGERCPP-CORRUGATED POLYETHYLENE PIPE (SMOOTHED LINE)DIA-DIAMETERELEV-ELEVATIONEOW -ENGINEER OF WORKFC-FLUSH CURBFO-FIBER OPTICSF.F.-FINISH FLOORFFE-FINISH FLOOR ELEVATIONFT-FEETINV-INVERTG-GASG.C.-GENERAL CONTRACTORGE-GROUND ELEVATIONHDPE -HIGH DENSITY POLYETHYLENE PIPEHP -HIGH POINTLF-LINEAR FEETLB-POUNDSMAX-MAXIMUMMIN-MINIMUMNo.-NUMBERN.T.S.-NOT TO SCALEO.C.-ON CENTEROH-OVERHEAD ELECTRICOHE-OVERHEAD ELECTRICP.C.-PORTLAND CEMENTP.S.I.-POUNDS PER SQUARE INCHPVC-POLYVINYL CHLORIDEPVT-PRIVATER&R -REMOVE AND REPLACESQ. FT.-SQUARE FEETSQ. YD.-SQUARE YARDSF-SQUARE FEETSYSL -SINGLE YELLOW SOLID LINET-TELEPHONETB -THRUST BLOCKTC -TOP OF CURBTG-TOP OF GRATETW -TOP OF WALLTYP-TYPICALW-WATERW/-WITHW/L-WATERLINEABBREVIATIONS:APPLICANT:ALDI INCSOUTH WINDSOR DIVISION295 RYE STREETSOUTH WINDSOR, CT 06074PHONE: (860) 290-2900CONTACT: JONATHAN ECKMANLANDLORD:UPPER GLEN STREET ASSOCIATES, LLCC/O NIGRO COMPANIES20 CORPORATE WOODS BLVDALBANY, NY 12211PHONE: (518) 436-8421TAX ID NUMBER:302.6-1-27 34.8'20.9'20.1'64.4'Aviation Mall Newco, LLC(Now or Formerly)Liber 4143 / Page 246Tax Parcel 302.05-1-92.11(578 Aviation Road)Jolley Associates, LLC(Now or Formerly)Liber 5741 / Page 229Tax Parcel 302.06-1-29(777 Glen Street)Upper Glen Street Associates, LLC(Now or Formerly)Liber 4645 / Page 120Tax Parcel 302.06-1-28(763 State Route 9)DRIVETHRUNOPARKINGNOPARKING Niaga ra Mohawk Powe r Co rpo ra t ion (Now o r Fo rme r l y )Libe r 601 / Page 42Tax Pa r ce l 302 .06 -1 -66O.H. Traffic Signal LIneP.D.C. - EX BUILDINGREMOVE EXISTINGOVERHEAD LIGHT FIXTURES,POLES AND BASES (TYP)REMOVE SIGNAGE ON ANDALONG STOREFRONT (TYP)EXISTING STOREEX FFE = 454.98XXXX XX XX XX XXXX REMOVE EX. PYLON SIGNXX EXISTINGSHRUB TOREMAIN(P.D.C.)EXISTING TREESAND SHRUBS TOREMAIN ANDP.D.C. (TYP.)EXISTINGSHRUB TOREMAIN(P.D.C.)REMOVE EX. ADA SIGNPOST AND BOLLARD (5)REMOVE EXISTINGOVERHEAD LIGHTFIXTURES, POLES ANDBASES (TYP)REMOVE EXISTING STAIR,REFER TO ARCHITECTURALPLANSREMOVE EXISTINGCONCRETE LANDINGAND RAILING, REFERTO ARCHITECTURALPLANSREMOVE EXISTINGGENERATOR ANDCONCRETE PAD, REFERTO ARCHITECTURALPLANSREMOVE EXISTINGSTAIR AND CONC.PAD, REFER TOARCHITECTURAL PLANSREMOVE EXISTING TRASHBIN AND TRASH CHUTE,REFER TO ARCHITECTURALPLANSEXISTINGUTILITY POLE(P.D.C.)Drawing No.Scale:Project No.Type:Date:Drawn By:Date:AIssued:Project Name & Location:Drawing Name:SealBCDFGH1Date:Revisions:Inc.DO NOT SCALE PLANSCopying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. ContactEngineer of Record with any need for additional dimensions orclarifications.585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564615 Fishers RunVictor, NY 14564585.742.2222585.924.4914.faxDrawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document inany way. Any licensee who alters this document is required by lawto affix his or her seal and to add the notation "Altered By" followedby his or her signature and the specific description of the alterationor revision.www.apd.comCwww.apd.comCopyright 2019A P D Engineering & Architecture PLLCA P D Engineering &Architecture PLLC8765432EIssued for Bid5/03/19Issued for Construction6/10/19NORTH 030609015Graphic Scale: 1"=30'REFERENCE:TOPOGRAPHIC SURVEY AS PREPARED BY JACOBSLAND SURVEYING, THEIR PROJECT NUMBER2019.013.001, DATED MARCH 29, 2019.TCS3/19/191"=30'Retrofit18-0481ALDI - Queensbury, NYStore #18763 Upper Glen StreetTown of QueensburyWarren CountyAS REQUIRED BY NEW YORK STATE LAW,CONTRACTOR SHALL CONTACT "DIG SAFELY NEWYORK" (UFPO) @ 1-800-962-7962 FOR LOCATIONSTAKE-OUT OF ALL UTILITIES, AT LEAST 2 FULLWORKING DAYS PRIOR TO ANY EXCAVATION.CIVIL ENGINEER OF RECORDName: Christopher, V. KambarNew York License No.: 085920Exp. Date: October 31, 2019Firm Reg. No.: 0014815Exp. Date: December 31, 2020SealLEGEND OF EXISTING FEATURESREFER TO THE SURVEY PREPARED BY JACOBS LANDSURVEYING.Demolition PlanC1EXISTING CONCRETE, CURB, PAVEMENT ANDSTRUCTURES TO BE REMOVED. NOTE THAT ENTIREPAVEMENT AND SUBBASE SECTION TO BE REMOVED INAREAS OF FUTURE LANDSCAPING.LEGEND OF IMPROVEMENTSALDI BUILDINGP.D.C. = PROTECT DURINGCONSTRUCTIONP.D.C.DEMOLITION NOTES:1.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROLDEVICES ARE TO BE INSTALLED. EROSION CONTROL SHALL BEPERFORMED IN ACCORDANCE WITH FEDERAL, STATE AND LOCALREQUIREMENTS. REFER TO GRADING PLAN AND DETAILS FORADDITIONAL INFORMATION. CONTRACTOR SHALL NOTE THAT THISPROJECT WILL DISTURB LESS THAN 1 ACRE AND THEREFORE ANPDES/SPDES PERMIT IS NOT REQUIRED. CONTRACTOR SHALLSTRICTLY ADHERE TO THE LIMITS OF DISTURBANCE TO ENSURE THISDISTURBANCE THRESHOLD IS NOT EXCEEDED.2.ALL SIDEWALKS, SLABS, FOUNDATIONS, DEBRIS, ANDMISCELLANEOUS DEMOLITION OF ALL ITEMS SHOWN INCONSTRUCTION DOCUMENTS SHALL BE SPOILED OFF-SITE IN ALEGAL MANNER. STUMPS AND BRUSH MAY NOT BE BURIED ANDMUST BE REMOVED AND DISPOSED OF OFFSITE. PAVEMENTREMOVED WILL BE ALLOWED AS RECYCLED FILL ONLY AFTER REVIEWAND APPROVAL BY ALDI AND ALDI'S ENGINEER. THE CONTRACTORIS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FORDEMOLITION, TRANSPORTING, AND DISPOSAL. PROOF OF LEGALDISPOSAL SHALL BE PROVIDED UPON REQUEST TO ALDI AND ALDI'SENGINEER.3.ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATEDFOR REMOVAL OR ABANDONMENT. ALL UTILITIES EXISTING WITHINTHE PROPOSED BUILDING ENVELOPE SHALL BE REMOVED,PROTECTED OR RELOCATED AS NECESSARY TO ALLOW FOR THEPROPOSED IMPROVEMENTS/BUILDING EXPANSION. PROTECT ALLEXISTING UTILITIES TO REMAIN.4.CONTRACTOR TO REMOVE, RELOCATE AND/OR PROVIDETEMPORARY UTILITY SERVICES, WHEN APPLICABLE. ALL EXISTINGBUILDINGS, FOUNDATIONS, BASEMENTS, CONNECTINGIMPROVEMENTS, DRAIN PIPES, SANITARY SEWER PIPES, POWER POLESAND GUY WIRES, WATER METERS AND WATER LINES, WELLS,SIDEWALKS, SIGN POLES, UNDERGROUND GAS, TANKS, VAULTS,STRUCTURES, ASPHALT, ETC. SHOWN AND NOT SHOWN, WITHIN THECONSTRUCTION LIMITS AND WHERE NEEDED, SHALL BE REMOVEDOR RELOCATED TO ALLOW FOR NEW CONSTRUCTION, AS SHOWN.ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNINGAUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.ALL COST SHALL BE INCLUDED IN BASE BID. REFER TO THE SURVEYFOR ADDITIONAL INFORMATION. ALL FACILITIES TO BE REMOVEDSHALL BE UNDERCUT TO SUITABLE MATERIALS AND BROUGHT TOGRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THESPECIFICATIONS. RECYCLED FILL SHALL NOT BE USED IN BUILDINGPAD.5.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITYCOMPANIES AND PROVIDE PROPER NOTIFICATION PRIOR TO THEREMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTORSHALL COORDINATE WITH THE UTILITY COMPANY CONCERNINGPORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITYCOMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THEUTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES, INCLUDINGINSPECTION AND TESTING AND INCLUDE IN BASE BID. CONTRACTORSHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOTLIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. ASREQUIRED. SOME UTILITIES MAY BE CONSIDERED PRIVATE AND NOTLOCATED BY UTILITY COMPANIES. VERIFY THE LOCATIONS OF ALLLATERALS, SERVICE CONNECTIONS, LIGHTING CIRCUITS, SIGNCIRCUITS, AND OTHER UTILITIES AND PROCEED WITH CAUTIONAROUND ANY ANTICIPATED FEATURES.6.UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALLBE GROUTED WITH LOW DENSITY CELLULAR CONCRETE WITH AMINIMUM COMPRESSIVE STRENGTH OF 50 PSI. ALL ABANDONEDPIPES WITHIN 2' OF THE FINISHED GRADE OR WITHIN THE PROPOSEDBUILDING FOOTPRINT SHALL BE REMOVED. PIPES OUTSIDE OF THEPROPOSED BUILDING FOOTPRINT MAY BE REMOVED ORABANDONED, AT CONTRACTORS DISCRETION. ALL STRUCTURES NOTBEING REUSED SHALL BE COMPLETELY REMOVED. AT MANHOLESAND STRUCTURES TO REMAIN, ABANDONED PIPES SHALL BE CUTAND PLUGGED AND THE REMAINING MANHOLE/STRUCTUREREPAIRED TO PROVIDE A SOLID, SOUND AND WATERPROOFSTRUCTURE.7.CAUTION: NOTICE TO CONTRACTOR: THE CONTRACTOR ISSPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONOF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THELISTED REFERENCES, RECORDS OF VARIOUS UTILITY COMPANIESAND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION IS NOT TO BE RELIED ON AS BEING EXACT ORCOMPLETE AND THE ENGINEER ASSUMES NO RESPONSIBILITY FORTHEIR ACCURACY. CONTRACTOR IS RESPONSIBLE TO VERIFYGRADES AND UTILITIES (INCLUDING INTEGRITY) SHOWN ON SURVEYPLAN PRIOR TO START OF ANY WORK. ANY AND ALLDISCREPANCIES ARE TO BE DOCUMENTED AND SUBMITTED TO ALDIAT THE TIME OF DISCOVERY. THIS WORK SHALL BE COMPLETEDEARLY ENOUGH TO AVOID DELAYS AND ALLOW FOR REDESIGN IFREQUIRED. THE CONTRACTOR SHALL MAKE EXPLORATIONEXCAVATIONS TO LOCATE EXISTING UNDERGROUND UTILITIESSUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS ASREQUIRED TO MEET EXISTING CONDITIONS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGUTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSSHOWN ON THE PLANS.8.GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTIONAND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFOREPROCEEDING WITH THE WORK. SOME UTILITIES MAY BE CONSIDEREDPRIVATE AND NOT LOCATED BY UTILITY COMPANIES. VERIFY THELOCATIONS OF ALL LATERALS, SERVICE CONNECTIONS, LIGHTINGCIRCUITS, SIGN CIRCUITS, AND OTHER UTILITIES AND PROCEED WITHCAUTION AROUND ANY ANTICIPATED FEATURES. SANITARY ANDSTORM SEWERS SHALL BE TESTED PRIOR TO ABANDONING THEM TOVERIFY THEY ARE NO LONGER IN USE. TESTING SHALL INCLUDE FLOWTESTING, AIR TESTING, TELEVISING, AND OTHER TESTING NECESSARYTO VERIFY PIPES ARE PROPERLY DISCONNECTED. IF FLOW IS NOTEDIN PIPES THE CONTRACTOR SHALL TRACK DOWN SOURCE ANDVERIFY IT IS NOT AN ACTIVE UTILITY OR DRAINAGE CONNECTION.9.CONTRACTOR MAY LIMIT SAW-CUT & PAVEMENT REMOVAL TOONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESECONSTRUCTION PLANS OR AS MAY BE REQUIRED TO PROVIDE ASMOOTH, PROPERLY DRAINING, PAVEMENT SURFACE. IF ANYDAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT,ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVALAND REPAIR. EXISTING PAVEMENT AND CONCRETE SHALL BESAW-CUT PRIOR TO REMOVAL. REFER TO SITE PLAN FOR ADDITIONALINFORMATION.10.MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES, FRAMES,COVERS AND GRATES TO REMAIN SHALL BE PROTECTED ANDADJUSTED TO FINAL GRADES, IF APPLICABLE.11.ABANDON EXISTING UTILITIES ONLY AFTER CRITICAL NEW SYSTEMSARE IN PLACE AND OPERATIONAL (I.E. STORM DRAINAGE, WATER,SANITARY SERVICES TO EXISTING STRUCTURES). IT IS THECONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR PROPER AND SAFESEQUENCING OF ABANDONMENT OF UTILITIES.12.FOR ALL UTILITY LINES DESIGNATED TO BE REMOVED, PLACE ANDCOMPACT STRUCTURAL BACKFILL WITHIN TRENCH AFTER REMOVAL.FOLLOW TOWN OF QUEENSBURY REQUIREMENTS WITHIN R.O.W.13.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMESAND IS RESPONSIBLE FOR ALL DEWATERING, IF REQUIRED.14.THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PERMITSAND EASEMENTS REQUIRED ABOVE AND BEYOND THOSE OBTAINEDBY THE ALDI AND ALDI's SUB-CONSULTANTS AND PAY ANYASSOCIATED FEES. THIS INCLUDES ANY TEMPORARY ACCESSPERMITS, CONSTRUCTION EASEMENTS, OR GRADING RELEASES.15.REMOVE EXISTING PAVEMENT MARKINGS WHICH INTERFERE ORCONFLICT WITH THE NEWLY APPLIED MARKING PATTERNS.CONDUCT GRINDING, SCRAPING, SANDBLASTING OR OTHEROPERATIONS IN SUCH A MANNER THAT THE FINISHED PAVEMENTSURFACE IS NOT DAMAGED OR LEFT IN A PATTERN THAT ISMISLEADING OR CONFUSING. USE DUST COLLECTION SYSTEM WHENPAVEMENT PREPARATION INCLUDES GRINDING, SCRAPING ORSANDBLASTING OF EXISTING PAVEMENT MARKINGS. 34.8'20.9'20.1'64.4'Aviation Mall Newco, LLC(Now or Formerly)Liber 4143 / Page 246Tax Parcel 302.05-1-92.11(578 Aviation Road)Jolley Associates, LLC(Now or Formerly)Liber 5741 / Page 229Tax Parcel 302.06-1-29(777 Glen Street)Upper Glen Street Associates, LLC(Now or Formerly)Liber 4645 / Page 120Tax Parcel 302.06-1-28(763 State Route 9)6 ( 1 ( 6 ( 6 : 1 ( 1 : 54.26'111.14'73.81'28.00'49.35'8"PVC6"PVC8"PVC8"PVC6"PVC6"PVC Niaga ra Mohawk Powe r Co rpo ra t ion (Now o r Fo rme r l y )Libe r 601 / Page 42Tax Pa r ce l 302 .06 -1 -66O.H. Traffic Signal LIneVAN11961988991198161558VANNOTE:REFER TO ARCHITECTURE PLANS FOR LIMITS OFDEMOLITION AND REPLACEMENT OF THECONCRETE SIDEWALK ADJACENT TO THE STORE.L8'9'8'9' 8' 8' 9' 9' TY P 18'24'18'18'24'18'18'24'18'10.1'18'24'18'24 ' 18 '9'TYP9'TYPA(3)AACBTYP(4)(2)FTYPFTYPFTYPC(2)EDABTYP(2)C(2)E24'9'TYP 9'TYP18'26.6'18'18'9'TYP 18'36NEW EGRESS LANDING ANDSTAIRWAY (SEE ARCH PLANS)K26 'LLLLLLLLLNEW EGRESS STAIRWAY, REFERTO ARCH PLANS FOR ADDL.CONCRETE LANDING ASNECESSARYNEW TRANSFORMER PAD,BOLLARDS AND TRANSFORMER.REPAIR PAVEMENT AS NECESSARYFROM CONCERET PAD REMOVAL(SEE ARCH AND MEP PLANS)IJJJJR=15'R=15'R=3'(typ)R=3'R=15'R=5'R=149'R=5'R=10'R=5'R=2'R=5'R=3'R=3'R=1'R=5'R=1'R=45'R=50'R=1.5'R=45'R=5'R=1'R=1'R=1'DEDrawing No.Scale:Project No.Type:Date:Drawn By:Date:AIssued:Project Name & Location:Drawing Name:SealBCDFGH1Date:Revisions:Inc.DO NOT SCALE PLANSCopying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. ContactEngineer of Record with any need for additional dimensions orclarifications.585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564615 Fishers RunVictor, NY 14564585.742.2222585.924.4914.faxDrawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document inany way. Any licensee who alters this document is required by lawto affix his or her seal and to add the notation "Altered By" followedby his or her signature and the specific description of the alterationor revision.www.apd.comCwww.apd.comCopyright 2019A P D Engineering & Architecture PLLCA P D Engineering &Architecture PLLC8765432EIssued for Bid5/03/19Issued for Construction6/10/19NORTH 030609015Graphic Scale: 1"=30'REFERENCE:TOPOGRAPHIC SURVEY AS PREPARED BY JACOBSLAND SURVEYING, THEIR PROJECT NUMBER2019.013.001, DATED MARCH 29, 2019.TCS3/19/191"=30'Retrofit18-0481ALDI - Queensbury, NYStore #18763 Upper Glen StreetTown of QueensburyWarren CountyAS REQUIRED BY NEW YORK STATE LAW,CONTRACTOR SHALL CONTACT "DIG SAFELY NEWYORK" (UFPO) @ 1-800-962-7962 FOR LOCATIONSTAKE-OUT OF ALL UTILITIES, AT LEAST 2 FULLWORKING DAYS PRIOR TO ANY EXCAVATION.CIVIL ENGINEER OF RECORDName: Christopher, V. KambarNew York License No.: 085920Exp. Date: October 31, 2019Firm Reg. No.: 0014815Exp. Date: December 31, 2020SealLEGEND OF EXISTING FEATURESREFER TO THE SURVEY PREPARED BY JACOBS LANDSURVEYING.Site PlanC2CONCRETE SIDEWALK (REFER TOARCHITECTURAL PLANS)LEGEND OF IMPROVEMENTSPROPOSED ALDI LEASE SPACELIGHT POLESPAINTED PEDESTRIANCROSSWALK (REFER TO DETAIL)YIELDYIELDSITE LEGEND:EPAINTED PARKING ISLAND AREA TO BE STRIPED WITH 4"6<6/# 2&$1'$7723$5.,1*63$&(BPAINTED ACCESSIBLE PARKING SYMBOL (REFER TO DETAIL)FSYSL/4" PARKING STALL STRIPINGC"NO PARKING ANY TIME" SIGN, POST & BOLLARD (REFERTO DETAIL)AACCESSIBLE PARKING SIGN, POST & BOLLARD (REFER TODETAIL)D"VAN ACCESSIBLE" SIGN (REFER TO DETAIL)GNOT USEDHNOT USEDIALDI LOGO SIGNSITE NOTES:1.ALL NEW PAINTED PAVEMENT MARKINGS SUCH AS DIRECTIONAL ARROWS AND LETTERING SHALL BE PAINTED USINGTEMPLATES.2.THE SETBACK LINES AND NOTES RELATED TO SETBACKS SHOWN HEREIN ARE INTENDED TO SHOW APPLICABLE ZONINGREQUIREMENTS OF THE TOWN OF QUEENSBURY AS OF THE DATE OF THIS PLAN AND ARE NOT INTENDED TO IMPOSE ANYADDITIONAL RESTRICTIONS OTHER THAN SAID ZONING REQUIREMENTS.3.REFER TO LIGHTING PLAN, SHEET C5, FOR LIGHT POLE AND BUILDING MOUNTED LIGHT LOCATIONS, AND FIXTURE TYPE.4.ALL BRAND SIGNAGE (I.E LOGO SIGNS) WILL BE PROVIDED BY SEPARATE SIGN VENDOR. (SITE/DIRECTIONAL SIGNAGEPROVIDED BY GC) OTHER THAN THE ENTER/EXIT SIGNS. FREE-STANDING SIGNS SHALL BE CONSTRUCTED BY OTHERS.GENERAL NOTES:1.ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE MOST RECENT STANDARDS AND SPECIFICATIONS OF THETOWN OF QUEENSBURY.2.ALL EXISTING BUILDING(S), SITE, ROADWAY, UTILITY, BOUNDARY, AND TOPOGRAPHY INFORMATION SHOWN ON THISPLAN IS REPRESENTED BASED ON USE OF THE LISTED REFERENCES. CONTRACTOR TO VERIFY LOCATION AND LIMITS OFWORK PRIOR TO STARTING. ANY CHANGES OR CONFLICTS DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THEOWNER AND ENGINEER. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS,WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LANDSURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW.3.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE,SLOPED PAVING, EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCELOCATIONS. ALL PAVING, CURBING, FLATWORK, SIDEWALKS, FENCING, BOLLARDS, ETC., WHICH CONFLICT WITH NEWCONSTRUCTION ARE TO BE DEMOLISHED AND DISPOSED OF IN ACCORDANCE WITH ANY LOCAL, STATE, OR FEDERALREGULATIONS.4.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. CONTRACTORSHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC. OUTSIDE OF WORK LIMITS CLEAR AND FREE FROMANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TOAND FROM THE SITE. CONTRACTOR SHALL COORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OFTHE BUILDING AND UTILITY INTERRUPTIONS WITH THE ALDI CONSTRUCTION MANAGER AND LANDLORD PRIOR TO ANYCONSTRUCTION TO ESTABLISH CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES OF WORK TO MINIMIZEDISTURBANCE AND INCONVENIENCE TO THE STORE OPERATION AND THE CUSTOMERS OF CVS. THE CVS SHALL REMAININ OPERATION DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL APPLICABLEAGENCIES TO MAINTAIN EMERGENCY ACCESS TO THEIR SATISFACTION. ALL WORK THAT WILL IMPACT TRUCK DELIVERIES,ACCESS, AND/OR PARKING SHALL BE PHASED IN SUCH A WAY AS TO MAINTAIN OPERATION AND ACCESS TO THESTORE.5.APD ENGINEERING AND ARCHITECTURE, PLLC (APD) IS ONLY RESPONSIBLE FOR THE PROPOSED SITE IMPROVEMENTSRELATED TO THIS BUILDING EXPANSION, AS SHOWN ON THE PLANS. APD DID NOT PERFORM THE ORIGINAL SITE DESIGNOR SURVEY AND ACCEPTS NO RESPONSIBILITY FOR EXISTING SITE CONDITIONS OR FEATURES THAT WERE DESIGNED ANDBUILT PREVIOUS TO THE PREPARATION OF THESE PLANS. CONTRACTOR SHALL REVIEW EXISTING SITE FEATURES PRIOR TOPREPARATION OF BID.6.ANY EXISTING STRIPING WHICH IS TO REMAIN IN PLACE AND WHICH MAY BECOME OBSCURED OR DAMAGED DUE TOTHE CONSTRUCTION OF IMPROVEMENTS SHALL BE REPLACED AND/OR REPAINTED AS NECESSARY.7.REFER TO THE SURVEY FOR THE PROPERTY BOUNDARY INFORMATION (E.G. LOT AREA, BEARINGS, DISTANCES, ETC).8.DUE TO PREVIOUS DEVELOPMENT ON-SITE AND MINIMAL PERVIOUS/LAWN AREAS; WETLANDS ARE NOT EXPECTED TO BEPRESENT.JBOLLARDS (REFER TO ARCH. PLAN DETAIL)FUTURE TENANT LEASE SPACEAC PAVEMENT GRIND ANDRE-PAVEPROPOSED 6" CURB (REFER TODETAIL)KPROPOSED 7' X 6' DOUBLE SIDED ILLUMINATEDMONUMENT SIGN (PER SEPARATE DRAWING)LINSTALL LIGHTING STANDARD (SEE DETAIL)Luminaire ScheduleSymbolQtyLabelArrangementLMFLum. LumensLum. WattsPart Number1L344 @ 90 DEGREES1.0001164886OSQ-A-NM-4ME-B-57K-UL-CS4L32bBACK-BACK1.0001164886OSQ-A-NM-4ME-B-57K-UL-CS5L31SINGLE1.0001164886OSQ-A-NM-4ME-B-57K-UL-CS&DOFXODWLRQ6XPPDU\)RRWFDQGOHVFDOFXODWHGXVLQJLQLWLDOOXPHQV#&LabelUnitsAvgMaxMinAvg/MinMax/MinCalcPtsFc2.2615.50.211.3077.50FIXTURE MOUNTING HEIGHTS AS SHOWNADDITIONAL EQUIPMENT REQUIRED:(10) CL-SSP-4011-16-D6-PS 16' x 4" SQ POLE, QUAD MOUNT(17) OSQ-DACS DIRECT ARM MOUNTPROPOSED POLES MEET 100MPH SUSTAINED WIND LOADS*** CUSTOMER TO VERIFY ORDERING INFORMATION ANDCATALOGUE NUMBER PRIOR TO PLACING ORDER **** - CONTRACTOR TO VERIFY VOLTAGE, COLOR AND MOUNTINGLIGHTING NOTES:1.CONTRACTOR TO REFER TO DETAIL FOR LIGHT POLE BASES.2.CONTRACTOR TO REFER TO ELECTRICAL PLANS FOR CONDUITROUTING OF LIGHT POLES AND PYLON SIGN AND FOR LIGHTING ANDWIRING SCHEDULE.3.LIGHT POLES PLACED BEHIND CURBING SHALL BE A MINIMUM OF 2'FROM THE FACE OF CURB TO THE OUTER EDGE OF THE LIGHT POLEBASE.Date: 4/11/2019Footcandles calculated at grade1200 92nd Street - Sturtevant, WI 53177 www.cree.com - (800) 236-6800 Illumination results shown on this lighting design are based on project parameters provided to Cree, Inc. used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting, or energy code.Filename: ALD-190409QBNYJEER2.AGIProject Name: ALDI - 708 Upper Glen Street, Queensbury, NY 12804SR-27774Layout by: Jacob EdlerPOLE HT= 16'BASE HT= 4'OSQ Area Luminaire 20.9'20.1'64.4'15"CMP15"CMP10"CMP10"CMP12"CMP 15"CMP15"CMP6"Stl.36"CMP12"CMP36"CMP6" W a t e r S e r v i c e 8" Water MainNOTE:REFER TO ARCHITECTURE PLANS FOR LIMITS OFDEMOLITION AND REPLACEMENT OF THECONCRETE SIDEWALK ADJACENT TO THE STORE.357.58TC=357.50BC=357.00))())((;TC=357.00BC=357.00FG 355.68FG 356.36TC=356.65BC=356.15TC=356.35BC=356.15TC=351.14BC=350.85TC=353.23BC=352.73TC=354.65BC=354.15TC=355.35BC=354.85TC=356.75BC=356.25TC=356.75BC=356.25TC=355.02BC=354.52TC=355.55BC=355.05TC=355.72BC=355.22TC=355.70BC=355.20TC=354.45BC=354.95MATCH EX.TC=357.20BC=356.72TC=357.23BC=356.73TC=357.01BC=356.51TC=357.45BC=356.95TC=356.80BC=356.30TC=357.08BC=357.08FG 356.36FG 356.28TC=357.50BC=357.00TC=356.90BC=356.40FG 356.19FG 356.05FG 355.69FG 355.87FG 355.94FG 356.12FG 356.30TC=355.40BC=354.90TC=355.03(EX)BC=354.60(EX)TC=357.40BC=356.95MATCH EXTC=355.30BC=354.85TC=355.23BC=354.73MATCH EX PVMTTC=356.45BC=355.95TC=355.19BC=354.69MATCH EXTC=354.53BC=354.00MATCH EX PVMTTC=354.98BC=354.48MATCH EX PVMTTC=356.60BC=356.10TC=355.23BC=354.73TC=357.18BC=356.68TC=356.50BC=356.00354353355352351INSTALL CONC. PAD PERARCHITECTURAL PLANS,MATCH EXISTING ELEVATIONS1.5% MAX SLOPEST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST 356INSTALL CONC. PAD PERARCHITECTURAL PLANS,MATCH EXISTING ELEVATIONS1.5% MAX SLOPEFG 357.01357.50FG 356.93358.03357.90357.63357.4435 4 3 5 5TC=355.59BC=355.09Drawing No.Scale:Project No.Type:Date:Drawn By:Date:AIssued:Project Name & Location:Drawing Name:SealBCDFGH1Date:Revisions:Inc.DO NOT SCALE PLANSCopying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. ContactEngineer of Record with any need for additional dimensions orclarifications.585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564615 Fishers RunVictor, NY 14564585.742.2222585.924.4914.faxDrawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document inany way. Any licensee who alters this document is required by lawto affix his or her seal and to add the notation "Altered By" followedby his or her signature and the specific description of the alterationor revision.www.apd.comCwww.apd.comCopyright 2019A P D Engineering & Architecture PLLCA P D Engineering &Architecture PLLC8765432EIssued for Bid5/03/19Issued for Construction6/10/19NORTH 030609015Graphic Scale: 1"=30'REFERENCE:TOPOGRAPHIC SURVEY AS PREPARED BY JACOBSLAND SURVEYING, THEIR PROJECT NUMBER2019.013.001, DATED MARCH 29, 2019.TCS3/19/191"=30'Retrofit18-0481ALDI - Queensbury, NYStore #18763 Upper Glen StreetTown of QueensburyWarren CountyAS REQUIRED BY NEW YORK STATE LAW,CONTRACTOR SHALL CONTACT "DIG SAFELY NEWYORK" (UFPO) @ 1-800-962-7962 FOR LOCATIONSTAKE-OUT OF ALL UTILITIES, AT LEAST 2 FULLWORKING DAYS PRIOR TO ANY EXCAVATION.CIVIL ENGINEER OF RECORDName: Christopher, V. KambarNew York License No.: 085920Exp. Date: October 31, 2019Firm Reg. No.: 0014815Exp. Date: December 31, 2020SealLEGEND OF EXISTING FEATURESREFER TO THE SURVEY PREPARED BY JACOBS LANDSURVEYING.Add canopy drain pipe & contour5/17/191" = 20'Grading, Drainage& Utility PlanC3SPOT ELEVATIONFS=FINISHED SURFACETG=TOP OF GRATEFFE= FINISHED FLOOR ELEVATIONGRADING AND DRAINAGE NOTES:1.CONTRACTOR SHALL NOTE THAT THIS PROJECT WILL DISTURB LESSTHAN 1 ACRE AND THEREFORE A NPDES/SPDES PERMIT IS NOTREQUIRED. CONTRACTOR SHALL STRICTLY ADHERE TO THE LIMITSOF DISTURBANCE TO ENSURE THIS DISTURBANCE THRESHOLD IS NOTEXCEEDED. NO WORK SHALL COMMENCE UNTIL CONTRACTORHAS INSTALLED ALL EROSION CONTROL DEVICES. ALL DEVICES ARETO BE INSTALLED AND MAINTAINED THROUGHOUT THE PROJECT.2.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABSSHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANSAND SPECIFICATIONS.3.ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITHTHE RECOMMENDATIONS AND SPECIFICATIONS OF THEGEOTECHNICAL REPORT.4.EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWNAT 1' INTERVALS.5.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIREDAS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVEALL SILT AND DEBRIS AT THE END OF CONSTRUCTION.6.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT ASNECESSARY TO ENSURE A SMOOTH FIT, CONTINUOUS GRADE, ANDPOSITIVE DRAINAGE (AWAY FROM BUILDINGS FOR ALL NATURALAND PAVED AREAS). THE CONTRACTOR SHALL ADJUST TOPS OFCLEANOUTS, MANHOLES, VALVES, HANDHOLES, ETC. TO REMAINTO PROPOSED FINISHED GRADE, AS NECESSARY.7.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURINGCONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER.8.THE CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING,PUMPING, AND TREATMENT OF WATER. THE CONTRACTOR ISCAUTIONED THAT GROUNDWATER AND PERCHED GROUNDWATERMAY BE ENCOUNTERED. NO WATER FROM ANY CONSTRUCTIONWORK, PROCESSOR AREA SHALL BE RELEASED DOWNSTREAM ORINTO STORM SYSTEMS, UNTIL PROPERLY TREATED AND ALLSEDIMENT REMOVED. REFER TO GEOTECHNICAL REPORT FORMORE INFORMATION.9.EARTHWORK SHOULD INCLUDE THE COMPLETE REMOVAL OF ALLVEGETATION, TOPSOIL, ORGANIC SUBSOIL, AND ANY SURFACEDEBRIS IN AREAS WHERE REGRADING IS REQUIRED.10.CONTRACTOR SHALL PERFORM ENVIRONMENTAL DUE DILIGENCEAND DETERMINE THAT ALL IMPORTED AND EXPORTED FILL ISCERTIFIED AS CLEAN FILL. CONTRACTOR SHALL KEEPDOCUMENTATION OF OFF-SITE MATERIAL USED AS STRUCTURAL FILL.11.THE STORM SEWER SHALL BE CPP, SMOOTH LINED CORRUGATEDPOLYETHYLENE PIPE, UNLESS OTHERWISE NOTED ON PLANS.12.REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDELEVATION OF INTERNAL ROOF DRAINS AND UNDER SLAB DRAINS.13.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THELOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWNON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITYCOMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACTOR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THEPLANS.14.ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESSOTHERWISE NOTED. ALL SLOPES MUST BE STABILIZED/PROTECTEDFROM EROSION.15.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONSHALL RECEIVE TOPSOIL AT A DEPTH AS NOTED IN THESPECIFICATIONS.TG=354.15FS=354.15FFE=354.15LEGEND OF IMPROVEMENTSPROPOSED ALDI LEASE SPACECONTOURCONCRETE WALKWAY, DRIVEAND LOADING DOCKTOP COURSE AC OVERLAYFULL DEPTH AC REMOVAL ANDREPLACEMENTDRAINAGE LEGEND:A4" UNDERDRAIN (REFER TO CANOPY UNDERDRAINDETAIL)BCONNECT 4" UNDERDRAIN TO EXISTING 12" DRAINAGEPIPEC4" END CAPPROPERTY LINE353INLET PROTECTION(REFER TO INLETPROTECTION IN PAVED AREASDETAIL)SFSILT FENCE(REFER TO SILT FENCEDETAIL)LIMITS OF OVERLAY020406010Graphic Scale: 1"=20'UTILITY NOTES:1.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFYING ANY UTILITY COMPANYWHICH MAINTAINS A UTILITY LINE WITHIN THE BOUNDARIES OF THE PROJECT PRIOR TOTHE START OF CONSTRUCTION. THE LOCATION AND/OR ELEVATION OF ALL EXISTINGUTILITIES SHOWN ON THESE PLANS IS BASED ON LISTED REFERENCES, RECORDS OR THEVARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THEFIELD AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. DRAWINGS DONOT PURPORT TO SHOW ALL EXISTING UTILITIES. THE ENGINEER ASSUMES NORESPONSIBILITY FOR THEIR ACCURACY. THE CONTRACTOR SHALL ASSUME THERESPONSIBILITY FOR ANY DAMAGE TO EXISTING UTILITY LINES AS A RESULT OF HISACTIVITIES, WHETHER THESE LINES ARE SHOWN ON THE PLANS OR NOT. CONTRACTOR ISRESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURINGCONSTRUCTION AT NO COST TO THE OWNER. THE CONTRACTOR SHALL TAKEWHATEVER MEASURES NECESSARY TO LOCATE AND PROTECT EXISTING UTILITIES,STRUCTURES, AND OTHER FACILITIES TO REMAIN. IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENTS SHOWN ON THE PLANS.2.CONTRACTOR TO VERIFY EXISTING UTILITIES PRIOR TO INSTALLATION OF PROPOSEDIMPROVEMENTS. CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL,AND INTEGRITY OF EXISTING UTILITIES. ANY CONFLICTS WITH PROPOSED WORK SHALL BEBROUGHT TO THE ENGINEER'S ATTENTION IN SUFFICIENT TIME TO ALLOW FOR REDESIGNWITHOUT IMPACT TO PROJECT SCHEDULE.3.SEE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS ON UTILITYTRENCHES.4.CONTRACTOR TO COORDINATE AND APPLY FOR ALL SERVICE REQUESTS TO ALLNECESSARY UTILITY COMPANIES AS EARLY AS POSSIBLE IN THE CONSTRUCTION PROCESSIN ORDER TO AVOID DELAYS IN SERVICE.5.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 48 HOURS BEFORECONNECTING TO ANY EXISTING LINE. ALL NECESSARY INSPECTIONS AND/ORCERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BEPERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINALCONNECTION OF SERVICE.6.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FORACTUAL LOCATION, SIZE, AND INVERT OF ALL UTILITY ENTRANCES. CONTRACTOR SHALLCOORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTSAND ENSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH UTILITYCOMPANIES FOR REQUIREMENTS AS TO LOCATION AND SCHEDULING FORTIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.7.THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICHCONNECTS TO OR FURNISHES WATER FOR THE FIRE PROTECTION SPRINKLER SYSTEMSHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, FIRE PROTECTIONSPRINKLER CONTRACTOR, OR LICENSED PLUMBER IN ACCORDANCE WITHMUNICIPALITY REQUIREMENTS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TOCONFIRM AND COMPLY WITH LOCAL CRITERIA AND PROVIDE ANY CERTIFICATES,INSPECTIONS, ETC. AS NECESSARY.8.ALL STORM AND SANITARY SEWER CONNECTIONS TO EXISTING STRUCTURES SHALL BEPERFORMED IN ACCORDANCE WITH MUNICIPALITIES REQUIREMENTS.9.ALL STORM AND SANITARY SEWERS ON THE SITE SHALL REMAIN PRIVATE. UNLESSDENOTED OTHERWISE.10.CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND BACKFILLING FOR THEPROPOSED UNDERGROUND ELECTRIC AND TELEPHONE SERVICES. CONTRACTOR SHALLPROVIDE CONDUIT PER THE ELECTRIC/TELEPHONE COMPANY REQUIREMENTS. THEELECTRIC/TELEPHONE COMPANY WILL BE RESPONSIBLE FOR PULLING THE WIRES FROMTHE EXISTING POLE TO THE BUILDING.11.THE ELECTRIC TRANSFORMER WILL BE PAD MOUNTED IN THE LOCATION SHOWN ON THEPLAN AND WILL BE SUPPLIED BY THE ELECTRIC COMPANY. CONTRACTOR SHALLCOORDINATE WITH THE ELECTRIC COMPANY FOR INSTALLATION.12.REFER TO SITE PLAN FOR LIGHTING DESIGN.EROSION CONTROL MAINTENANCE:ALL EROSION AND SEDIMENT CONTROL DEVICES INCLUDED ON THIS PLAN SHALL BEMAINTAINED BY THE GENERAL CONTRACTOR IN FULLY FUNCTIONAL CONDITION UNTILNO LONGER REQUIRED. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BECHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACTDOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, ANDREPAIRED IN ACCORDANCE WITH THE FOLLOWING:1.ALL EROSION AND SEDIMENT CONTROL DEVICES WILL BE CHECKED FOR STABILITYAND OPERATION FOLLOWING EVERY 1/2" OF PRECIPITATION WITHIN A 24 HOURPERIOD AND ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADEIMMEDIATELY TO MAINTAIN ALL DEVICES AS DESIGNED.2.INLET PROTECTION DEVICES SHALL BE REPAIRED OR REPLACED IF THEY SHOWSIGNS OF UNDERMINING, DETERIORATION OR WHEN STORAGE CAPACITY HASBEEN APPROXIMATELY 50% FILLED.3.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND ISMAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED.ANY RILLING SHALL BE CORRECTED IMMEDIATELY.4.SILT FENCES, SILT DIKES AND FILTER SOCKS SHALL BE REPAIRED TO THEIR ORIGINALCONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE UPSLOPESIDE OF THE SILT FENCE, SILT DIKE, OR FILTER SOCK WHEN IT REACHES ONE-HALF OFTHE OVERALL HEIGHT OF THE DEVICE.5.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICHWILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THISMAY REQUIRE CLEANING AND/OR MAINTAINING OF THE CONSTRUCTIONENTRANCE AS CONDITIONS DEMAND. PAVEMENT SWEEPING, SCRAPING, ANDCLEANING SHALL BE PERFORMED WHENEVER ANY MUD OR SEDIMENT LEAVES THEWORK AREA. 34.8'20.9'20.1'64.4'NOTE:REFER TO ARCHITECTURE PLANS FOR LIMITS OFDEMOLITION AND REPLACEMENT OF THECONCRETE SIDEWALK ADJACENT TO THE STORE.354353355352351XXX XXX XXX XXX XXX XXXXXXXXXCONCRETE PAD, REFER TOARCHITECTURAL PLANSFOR LOCATION AND SIZE356CONCRETE PAD, REFER TOARCHITECTURAL PLANSFOR LOCATION AND SIZECONCRETE PAD, REFER TOARCHITECTURAL PLANSFOR LOCATION AND SIZEDrawing No.Scale:Project No.Type:Date:Drawn By:Date:AIssued:Project Name & Location:Drawing Name:SealBCDFGH1Date:Revisions:Inc.DO NOT SCALE PLANSCopying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. ContactEngineer of Record with any need for additional dimensions orclarifications.585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564615 Fishers RunVictor, NY 14564585.742.2222585.924.4914.faxDrawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document inany way. Any licensee who alters this document is required by lawto affix his or her seal and to add the notation "Altered By" followedby his or her signature and the specific description of the alterationor revision.www.apd.comCwww.apd.comCopyright 2019A P D Engineering & Architecture PLLCA P D Engineering &Architecture PLLC8765432EIssued for Bid5/03/19Issued for Construction6/10/19NORTH 030609015Graphic Scale: 1"=30'REFERENCE:TOPOGRAPHIC SURVEY AS PREPARED BY JACOBSLAND SURVEYING, THEIR PROJECT NUMBER2019.013.001, DATED MARCH 29, 2019.TCS3/19/191"=30'Retrofit18-0481ALDI - Queensbury, NYStore #18763 Upper Glen StreetTown of QueensburyWarren CountyAS REQUIRED BY NEW YORK STATE LAW,CONTRACTOR SHALL CONTACT "DIG SAFELY NEWYORK" (UFPO) @ 1-800-962-7962 FOR LOCATIONSTAKE-OUT OF ALL UTILITIES, AT LEAST 2 FULLWORKING DAYS PRIOR TO ANY EXCAVATION.CIVIL ENGINEER OF RECORDName: Christopher, V. KambarNew York License No.: 085920Exp. Date: October 31, 2019Firm Reg. No.: 0014815Exp. Date: December 31, 2020SealLEGEND OF EXISTING FEATURESREFER TO THE SURVEY PREPARED BY JACOBS LANDSURVEYING.New Sheet5/17/191" = 20'Paving PlanC3.1LEGEND OF IMPROVEMENTSPROPOSED ALDI LEASE SPACECONTOURPROPOSED CONCRETETOP COURSE AC OVERLAYFULL DEPTH AC REMOVAL ANDREPLACEMENTPROPERTY LINE353LIMITS OF OVERLAY020406010Graphic Scale: 1"=20'NOTE- EXISTING PAVING FOR THE ENTIRE LEASE LOT TO BEMILLED AND OVERLAYED AT COMPLETION OFCONSTRUCTION. CONTRACTOR TO COORDINATE WITHALDI CONSTRUCTION MANAGER FOR LIMITS OF WORK.- CONTRACTOR TO COORDINATE WITH ALDICONSTRUCTION MANAGER TO DETERMINE IF ANYEXISTING POTHOLES OR AREAS OF PAVEMENT FAILUREWILL REQUIRE FULL DEPTH PAVEMENT REMOVAL ANDREPLACEMENT PRIOR TO MILL AND OVERLAY. 34.8'20.9'20.1'64.4'Aviation Mall Newco, LLC(Now or Formerly)Liber 4143 / Page 246Tax Parcel 302.05-1-92.11(578 Aviation Road)Double "H" Hole In TheJolley Associates, LLC(Now or Formerly)Liber 5741 / Page 229Tax Parcel 302.06-1-29(777 Glen Street)Upper Glen Street Associates, LLC(Now or Formerly)Liber 4645 / Page 120Tax Parcel 302.06-1-28(763 State Route 9)DRIVETHRUPARKING Niaga ra Mohawk Powe r Co rpo ra t ion (Now o r Fo rme r l y )Libe r 601 / Page 42Tax Pa r ce l 302 .06 -1 -66VANVAN8'9'8' 8' 8' 9'JL3JL1JL1JL2JL2WH3WH3WH3WH3WH6MULCHAREADrawing No.Scale:Project No.Type:Date:Drawn By:Date:AIssued:Project Name & Location:Drawing Name:SealBCDFGH1Date:Revisions:Inc.DO NOT SCALE PLANSCopying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. ContactEngineer of Record with any need for additional dimensions orclarifications.585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564615 Fishers RunVictor, NY 14564585.742.2222585.924.4914.faxDrawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document inany way. Any licensee who alters this document is required by lawto affix his or her seal and to add the notation "Altered By" followedby his or her signature and the specific description of the alterationor revision.www.apd.comCwww.apd.comCopyright 2019A P D Engineering & Architecture PLLCA P D Engineering &Architecture PLLC8765432EIssued for Bid5/03/19Issued for Construction6/10/19NORTH 030609015Graphic Scale: 1"=30'REFERENCE:TOPOGRAPHIC SURVEY AS PREPARED BY JACOBSLAND SURVEYING, THEIR PROJECT NUMBER2019.013.001, DATED MARCH 29, 2019.TCS3/19/191"=30'Retrofit18-0481ALDI - Queensbury, NYStore #18763 Upper Glen StreetTown of QueensburyWarren CountyAS REQUIRED BY NEW YORK STATE LAW,CONTRACTOR SHALL CONTACT "DIG SAFELY NEWYORK" (UFPO) @ 1-800-962-7962 FOR LOCATIONSTAKE-OUT OF ALL UTILITIES, AT LEAST 2 FULLWORKING DAYS PRIOR TO ANY EXCAVATION.CIVIL ENGINEER OF RECORDName: Christopher, V. KambarNew York License No.: 085920Exp. Date: October 31, 2019Firm Reg. No.: 0014815Exp. Date: December 31, 2020SealLEGEND OF EXISTING FEATURESREFER TO THE SURVEY PREPARED BY JACOBS LANDSURVEYING.Planting PlanC4LEGEND OF IMPROVEMENTSSHRUBS/BUSHESSITE LEGEND:MB11PLANT KEY NAME (SEE PLANT TABLE)QUANTITYPROPOSED ALDI LEASE SPACELANDSCAPE NOTES:1.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF.3.THE CONTRACTOR IS HEREBY NOTIFIED THAT UNDERGROUND UTILITIES EXIST. CONTRACTORSHOULD OBTAIN CURRENT UTILITY RECORD MAPS AND NOTIFY ALL UTILITY COMPANIES PRIORTO COMMENCING WORK.4.STAKE PLANTS AS INDICATED OR AS APPROVED IN THE FIELD. IF OBSTRUCTIONS AREENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS, DO NOT PROCEED WITHPLANTING OPERATIONS UNTIL ALTERNATIVE PLANT LOCATIONS HAVE BEEN SELECTED. STAKESAND WRAPPING ARE TO BE REMOVED BY THE CONTRACTOR AT THE END OF THE GUARANTEEPERIOD.5.SHRUBS SHALL NOT BE PLACED WITHIN TWO (2) FEET OF A CURB.6.TREES SHALL BE A MINIMUM OF 5' FROM ROOT BALL TO UNDERGROUND UTILITIES AND 20'FROM OVERHEAD UTILITIES.7.ALDI CONTRACTOR RESPONSIBLE TO REPAIR DISTURBED AREAS, INCLUDING TOPSOIL ANDSEED PER SPECIFICATIONS.MULCH (REFER TOSPEC FOR TYPE ANDDEPTH)IF SHRUB IS B&B, THEN REMOVE BURLAP &ROPE FROM TOP 13 OF BALLBACKFILL MIX (REFER TO SPEC)UNDISTURBED SUBSOIL12"6"2' MIN.SHRUB PLANTING DETAILN.T.SEXISTINGCURBEXISTINGCURBPLANT LISTQUANT.KEYLATIN NAMECOMMON NAMECAL.ROOTSHT. OR. SP9JLSYRINGA RETICULATEJAPANESE TREE LILAC20' HT, 15' SP18WHILEX VERTICILLATAWINTERBERRY HOLLYNO. 3 CONT3' HT, 3' SP2"LAWN AREANOTES:FINISHED GRADEROOTBALLSTAKING:FOR ALL TREES 4" CAL ANDEVERGREENS 5'-12'HT.GUYING:FOR ALL TREES LARGER THAN 4" CAL.AND EVER GREENS LARGER THAN 12'1. USE 8' STAKES DRIVE 48"BELOW GROUND.2. ROOT COLLAR TO BESLIGHTLY ABOVESURROUNDING GRADE.SET TRUNK PLUMBGARDEN HOSE2 STRANDS NO. 12 GALV.PLIABLE STEEL WIRE (TWIST TOTIGHTEN)2"x2" STAKE (3 WAY)WEED BARRIERMULCH (REFER TO SPECFOR TYPE AND DEPTH2 STANDS NO. 12 GALV. GUY WIRE.PROVIDE (3) PER TREE EQUALLYSPACED WITH TURNBUCKLES(1/2"x6")WRAP TRUNK WITH HEAVY CREPEPAPER, BURLAP, OR OTHER SUITABLEMATERIAL IN 6" TO 8" STRIPS RODENTGUARD (A.O.B.E.)FLAGGING2"x4"x48" WOODSTAKES - NOTCHEDTOPSOIL MIXTURE12"12"24"6"TREE PLANTING DETAILN.T.S Drawing No.Scale:Project No.Type:Date:Drawn By:Date:AIssued:Project Name & Location:Drawing Name:SealBCDFGH1Date:Revisions:Inc.DO NOT SCALE PLANSCopying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. ContactEngineer of Record with any need for additional dimensions orclarifications.585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564615 Fishers RunVictor, NY 14564585.742.2222585.924.4914.faxDrawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document inany way. Any licensee who alters this document is required by lawto affix his or her seal and to add the notation "Altered By" followedby his or her signature and the specific description of the alterationor revision.www.apd.comCwww.apd.comCopyright 2019A P D Engineering & Architecture PLLCA P D Engineering &Architecture PLLC8765432EIssued for Bid5/03/19Issued for Construction6/10/19TCS3/19/191"=30'Retrofit18-0481ALDI - Queensbury, NYStore #18763 Upper Glen StreetTown of QueensburyWarren CountyCIVIL ENGINEER OF RECORDName: Christopher, V. KambarNew York License No.: 085920Exp. Date: October 31, 2019Firm Reg. No.: 0014815Exp. Date: December 31, 2020SealN.T.S.Details SheetC5 Drawing No.Scale:Project No.Type:Date:Drawn By:Date:AIssued:Project Name & Location:Drawing Name:SealBCDFGH1Date:Revisions:Inc.DO NOT SCALE PLANSCopying, Printing, Software and other processes required to producethese prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. ContactEngineer of Record with any need for additional dimensions orclarifications.585.742.2222585.924.4914.fax615 Fishers RunVictor, NY 14564615 Fishers RunVictor, NY 14564585.742.2222585.924.4914.faxDrawing AlterationIt is a violation of law for any person, unless acting under thedirection of licensed Architect, Professional Engineer, LandscapeArchitect, or Land Surveyor to alter any item on this document inany way. Any licensee who alters this document is required by lawto affix his or her seal and to add the notation "Altered By" followedby his or her signature and the specific description of the alterationor revision.www.apd.comCwww.apd.comCopyright 2019A P D Engineering & Architecture PLLCA P D Engineering &Architecture PLLC8765432EIssued for Bid5/03/19Issued for Construction6/10/19TCS3/19/191"=30'Retrofit18-0481ALDI - Queensbury, NYStore #18763 Upper Glen StreetTown of QueensburyWarren CountyCIVIL ENGINEER OF RECORDName: Christopher, V. KambarNew York License No.: 085920Exp. Date: October 31, 2019Firm Reg. No.: 0014815Exp. Date: December 31, 2020SealN.T.S.SpecificationsC6GENERAL CONSTRUCTION CONDITIONSDEMOLITIONCLEAR AND GRUBTRAFFIC SIGNAGE AND PAVEMENT MARKINGSEARTHWORKSANITARY SEWER SYSTEMSWATER SYSTEMS AND SERVICESSTORM WATER SYSTEMPAVEMENT AND STRUCTURAL SUBBASEASPHALT PAVEMENTSITE CONCRETE - INCLUDING CURB, SIDEWALKS AND GUTTERSSEEDING AND LANDSCAPINGTHE SPECIFICATIONS ARE NOT PROVIDED AS AN INDICATION OF WORK, BUT PROVIDE REQUIREMENTS AND STANDARDS OF WORK REQUIRED, OR COULD BECOME REQUIRED, DUE TO UNFORESEEN CONDITIONS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTIONS REQUIREMENTS. WHEN THESE SPECIFICATIONS ARE IN CONFLICT WITH THEREQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION THE MORE STRINGENT SHALL BE REQUIRED AS DETERMINED BY THE ENGINEER AND AUTHORITY HAVING JURISDICTION. PLOTTED: 4/17/2019 1 1 :58 AM rn cn - -i p CA m - O O m CA z D n Z D r D m C5 m c z ti rn GD Q N D Z Z Z D y I � O T Cn Z T � z • � O � w zo bI 0 _ r D z ^ O O ; rn C z . O z � I I I Z N D t rl 0 rnz D X CID vo = 1 m rn Nn Z 4 z 0 O O n Q Z rn D Z `I L m + D O D 0 O z n0 � W nW � � N N � N DD N - O P H -Z I O -� I z - - - O - -, O I r rn Q O =O i tb Hy! Q Z n � CD � D OD _..._ - rn D =n D . r ' -iT zT p n n L r m o m Oz -n -n � = m � . > z y CD D G { H H z cn 1 Q Cn , 'N� � rno H VJ D -< co T� r m Z !^ m - z n om � ti T1 ��•ef � i n l N r � t u Qa �- C/J � rn ,� I z � � z m _ `I z �� r H { Nhti� Nh rl III HFrt�il ii �iH Z U �u� � I L�� -- m --- - -- _f — CnrT - rn —7Cn -IH �iN li n f .. L L l7 U � I �° �{ I� r mrn dJ O - m � z 0 1- 1- za —1 O .� m a z m ti/ 4 Z m V� - ~ 7a n 0 ^ Cn D D V� Z Z N no � - ~ ~ 1 Hi prn O ° Oo O ,- i O � I Co CQ Ll 0 r i D cn a H cn -n p -n V�+ 7 -- �u D � ' T r� m - J 7 r-I FI a I n r H- 4 CQ Q - t...L� G > rn n coo '' '< D —• --F- . Co t V Oo z r O rn y rn I I I z o rn �< I O W (11 • �Y rn O I N L rn m N r E _ 0 0 ti a 00 l= o > � N 12'-0 1 i 2" m p I cn D �'� SIGN OPNG. z I C C , CQ rn m i pd^^ U �. / Vj ° - 11 - - t • rn I J (C) i.L �" O m - CDcn u / V U) r n \ Q CD �_ N Z D Z _ r+ I i I rr T f. . _ m D O N, I r T rn rn rr " I) a In 000- rr p � r � _ '0 z z I co CD X' 00 Wo m0 � - �,I �, z � � � 70 W , z - - D O r , J m -� D D m � o O � n j n 1 O -- -- { JU ��y; D777 p (� „� a� N r/1 Z- -n o r ,J J m m r. I rn rn 1 I an -° D 4 z - Z mZ , y � � c r m O 7C `o z */1 �° � m ZO rnT r N /r u 70 Z n rn -M - u rn � � r (� �_ Dom` 0- - rn r Z { �'J H m :-n (7 Cr., . H r 070 ' ' rn I D z DAN Z D , m J - a !: I o z I I • F h` I _ FI�' -I rn �� i _ H H i--I �� I n I iH : i D x --- - - - �� _ 1 I = z � r, -> C' I r' I I — r z C - F r � I i rn O � h, m H I I I I S- D r- rn n z c� C rn O rn N �MH I -e' O 7 I r o m -� Q co O r C.J zO rHr Oo - - r_ W rr ram .. � OD zoD OD OD o T T cDi b Cq m o I- D cn D 09 C Da Co V CT Y X O C O 90 D o 2 s �D O O Off_ T N co oc H N L.1 /'1 tp (D n -` CD C tJ ;� 11 CD C C C C � // —rnF CD � CD � r � �-� � �° m o m• � o o (7 C� n N• Q � Q Q Q CD Q CQ -�• Z N `�/ — o ® Q Q y Caro a � crnn D 70 cZn n n n n n 1 1 ^I cn z O Q (p ��1 G �, Q 3 H Q o Z �' _ O TI w ,� „" V \V �,�,J� • I] O Ll1 Q Q j- ro z 3 N O 3 O Q �' 70 -i- '�/ v, � -n ado ° O 0 m o m Q `� < < < < < < C (tJr'" Q ? N ZC• ° � � � n � Q. oD �� (Q �s.� D Z O C/) i, Q -G:0 Q Q m D o ro o o D M&A Cn In 'J ' } can n �, N -N � 0- s rn p c ' H Z (D � �_ IV Z O wQ� 0 -" N �/Z7 � (DD � o -p � Dm sD o c Q � N m 00 �N�„ ° tnC m . µro ° m � > ; = 0 rn ZC7 8 CO 0 b4QCD x Q•� �� o. Q � � D _sm H o � ZTt Q ^ VI�� Q rri W�, y ro Q N �D a ro N ZFJ _a S ` J `rnrn. `V QIn p ��, o o � 9 j)C ` m O (D +�� CAD n N C CD O W Q ro 7 m 1 , -j•{. rTl Q c o Q o Q m ;, iM� — Q � � �_ a <� fo 2 S 0 0 0 0 0 'n I w z � Q � � o oaQ� � ��o C� D N N J J o ca z 4 O -a roQ TIC 0 0 / (p X ALDI STORE # 18 708 UPPER GLEN ST. QUEENSBURY, Job Number: lebroadwaynatiol-th", RECEIVED JUN 13 2019 TOWN OF QUEENSBURY PLANNING OFFICE AERIAL VIEW Scale: NOT TO SCALE _ WF } A <g _ , r N _ r t. _ , r .. AV A kg : y v £ k� r A^' 3: 0 s v. w i �* _ : ( _ v. RIFe a - _' a s 2 i� S Approved 0 Rejected ALDI STORE 1900 Oc.- ` L;,3e,, Ronkonkoma, NY 11779 ®Approved with Corrections Revise and Resubmit 708 UPPER GLEN ST. Signature: - B_ NY 12804 - 9 Date: �. 'EiT '�€€ FRONT t� ILV EO EQ Scale. /1 6"= -0" / 33'-9A.EE :. T.O.STEEL 26-S'A.F.F. i T.O.STEEL --a T.O.TOWER MASONRYIN z , 21-3"A.F.F. 'STORE - O.MASONRY - 20-8"A.F.F ,�.-- _ � SIGN SIZE TO NIASONRIIr FI - B.O. NISHCANOPY �� 739'A.F.F ', �... ._� -._ T.O.MASAF.F. T.O.WATERTABL .. ... _ - ON� t O O T. Y 01 \a t. .c. s 3 ", .; x �3 4 .. ,r '-' ,� ._ n r c?.:. ......3 .., ... .�, Ai- .-.".-. g .ram... ... .__a ..., , �. 1�,..<. ..: 4 _ To NIA R, K : r.R.. .> -s y p-e W� 0 m a �— u f r �'__ i =:. r v' 0N 1 vEl Approved El Rejected Ocean Approved with Corrections Revise and Resubmit ST. k NY - 9 � ..137314 F 3 , 3731 DI Signature: Date; � .. : 12804 NALU HE 0 DIY 120 f: 12'- 0" x 0'- 11/16" ILLUMINATED CABINET SIGN Scale: 3/8"=1' 0" 10'-0IY6" - 10'--0,y16" 3 7Y„ I 1'—C� „ 1 —0 r--8'_CN „ 4 A� j 1`-3 " .. -I 9» 2" BOTTOM e o o !g OF CAB. TO 4'-0" 4'-0��>, ® 3 SAG BRACE i I I 1'-3/4" ;? I i 12'-0„ i T €th I 12'-0" Nil- 9 _ I' 3,-6De s I ELECTR. 48 SLATE GRAY I; i 2'— '$ $ 6 ! ; Cabinet Color 31 GRAPHIC CONST.&ELECTR. MouNTwGPOINT(12) SECTION VIEW TOTAL FLEX FRAME SCALE: 3/8'1 0" SCALE: 3/8=1'-0" SCALE: 3/8"=Y 0" SCALE: 3/8"=1'-0" MATERIAL LIST MOUNTING DETAIL. ITEMLFLEXIBLE ON THE SIGN SHOULD BE MOUNTED USING 1/2" 4" LONG LAG BOLTS 1BSTRATEW/1ST.SURFACEGRAPHICS MOUNTED TO WOOD BLOCKING BEHIND THE ACM PANEL GRAPHIC (2)TOR (2) MIDDLE AND (2) BOTTOM TTL— (6) BOLTS MINIMUM 2 BREAK BENTALUM.RETAINER PAINTED SLATE GRAY ITEM DESCRIPTION 3 LIFTING EYE BOLTS A PMS NOTE: 7548YELLOW-OUTSIDE BORDER 4 FSC EXTRUSION FINISH SLATE GRAY WITH ROUTED OUT BACK LIP THE SIGN MOUNTING IS DESIGNED FOR 118 MPH, 3 SECOND GUST B PMS3564ORANGE-MIDDLE BORDER ULTIMATE WIND SPEED FOR CATEGORY II STRUCTURES AS PER 5 WHITE ALUM.BACK C PM52035RED-INSIDEBORDER 160A OF 2012- IBC 6 LED MODULE D PMS 281 DARK BLUE-BACKROUND 7 DISCONNECT TOGGLE SWITCH(INTERNAL) E 4mpw 8 FSC ALUM.LIGHT TRACK F WHITE'ALDI"COPY APPROVED CONSTRUCTION 9 60WPOWERSUPPLY ELECTRICAL SPECS THIS SIGN IS INTENDED TO BE INSTALLED IN to GREENFIELD ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF NEC ITEM QTY DESCRIPTION AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN 11 ELECTRICAL BOXTO CONNECT BOTH SECTIONS VOLTS AMPS WATTS CIRCUITS r, 12 SEALTIGHT WITH CONNECTOR 120 5 PMS t 548 PMS#356: PMS 2035 PMS#2Pt PNIIIS�298 F IBLE, PA ONE 430 600 1 �- SUBSTRATE SILVER GRAY ® REMEMBER DRAIN HOLES (EXTERIOR SIGNS ONLY) '7` b roadwaynat lona DETA L ��If I Ared Rejected LO' ST inOSE Ocean Ave.; R i n o a. N � Approved with Corrections Revise and Resubmit 708 UPPER GLEN ST; _31.73731410 F631 T3T 3160 1 � :AC -1SP 0 11,2 0C S Signature: Date: QUEENSBURY NY 12804 7' ' DOUBLE SIDED ILLUMINATED MONUMENT SIGIN Scale: 3/8"=1'-0 • P;'VS#7f q-43 PMS#3564 PMS#2Q35 PMS#281 PMS#298 FLEIBLE PANTONE 430 SUBSTRATE SILVER GRAY THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF NEC AND/OR OTHER APPLICABLE LOCAL CODES, THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN 11i I h APPROVED CONSTRUCTION S REMEMBER DRAIN HOLES (EXTERIOR SIGNS ONLY) Cast Concrete Cap r Color:Natural 01 6' (72") x SPACERS BETWEEN SIG ., AND BRICK AS REQUIRED � , ' L Q 0 � ao �— M O • , 3 O _ r ,. a fi N T 3 Y s --- u t id:' J. iL way . . [:1 Approved El Rejected ALDI STORE Ocean Ave- RonK-Jnko-----0. `: E Approved with Corrections Revise and Resubmit PLR GLEN S . P _ 3 ,3`.- ' F631,737,3160 Signature: Date; QUEENSBURY NY 12804 AL USE 101N,,12� < 0, ,S CONCEPT ILLUSTRATION: CUSTOM U SIDED LED ILLUMINATED MONUME T SIGN Scaler �lTS Section 2,_2„ �+' (72(-7�p") PRECAST CONCRETE EQ. EQ. V PIN TO MASON SLF oE A YT.O. MASONRY n P y 1" 1YP. O''ER ALL SILDE---' 00 _ - i D. MASONRY TIES • fl DRAWING DEPICTION FOR GENERAL CONCEPT ILLUSTRATION. ACTUAL CONFIGURATION IES DEPENDING 6" CM BUILDING CODE, ENGINEERING, MATERIAL SIZE /AVAILABILITY NAND GRADE TO.BE SLOPED FROM MONUMENT • o r GRADE TO. CONCREf� ___ 7 " , GRADE,o� - " , C LT LOCALBUILDING --- REFER TO CIV I , Fn OR DEPTHWIDTH FOOTINGS. II __ -- - 3/ " (123 / "� II #4-BARS @ 16 O.C.BETWEEN .' CONFIGURATION VARIES -- ----- --— - --.. ON SOIL T CONDITIONS Is---- m—e—®—re--- ®._e_�a_.er-------' B.O.F00T9NG 7-7 '.. CL 2'2' 2.0„ C� SLOPE SLOPE Q Cq o j 9 GA.(OR#2 BAR) 8"CMU PIER 8" CM CLOSED RECT.TIES W/(1)#4 @ 8"O.C. EACH CELL. Cap Concept Column Concept TOP VIEW CONCEPT Di V`� n El Approved Rejected A.tI STORE 1900 c Rot; nkor ia. NY 11779 Approved with Corrections Revise and Resubmit 708 UPPER N T Signature: g 11�TE='��;L vS„ 'a L �= �s��D� 3,. =�v,'� €S � Date: . .�EsNSI uR `, NY 12804 _ _ 7' x 6° LE SIDED ILLUMINATEDMONUMENT SIGN Scale; 3/8"=3'-01, J MATERIAL LIST ITEM DESCRIPTION G'_®" _ 1 FSC EXTRUSION FINISH SLATE GRAY U $ 2 FLEX FACE ALUM.EXTRUSION 61 O" R2YH w 3 BREAK BENT ALU M.RETAI N ER PAI NTED SLATE GRAY 1 4 SUBSTRATE FACES W/1ST.SURFACEGRAPHICS 14 5 STD STEEL SUPPORT POLE ! R I 6 SQ.ALUM.SAG BRACES 7 LED MODULE 8 LIFTING EYE BOLTS 9 TOGGLE SWITCH ASSY.W/COVER 10 60W POWER SUPPLY 11 ELECTRICAL PIGTAILW/CONNECTOR l` r 12 STEEL INTERNAL PLATE , ' 13 STEEL MATCH PLATE j SLATE GRAY 14 STEELGUSSETS l I Cabinet Color GRAPHIC l I ITEM DESCRIPTION 3 A PMS 7548 C YELLOW-OUTSIDE BORDER - ca I B PMS 3564 ORANGE-MIDDLE BORDER 12 1 13 1 C PMS 2035-INSIDE BORDER D PMS281 DARK BWE-BACKROUND GRAPHICS CONSTRUCTION ELECTRICAL SIDE SECTION SCALE: 12"=1'-O" SCALE: 1/2"=IA" SCALE: 112"=1'-V SCALE: 1/2"=1'-0" -E PMS 298 LIGHT BLUE "DIGITALLY PRINTED"LOGO F WHITE-"ALDI"COPY ELECTRICAL SPECS ITEM QTY DESCRIPTION VOLTS AMPS WATTS CIRCUITS 120 2 240 1 APPROVED CONSTRUCTION THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF NEC AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN PMS#7548 PMS#3564 PMS#2035 PIVIS#281 PIAS#298 FLEIBLE PANTONE 430 SUBSTRATE SILVER GRAY J ®® REMEMBER DRAIN HOLES __... _ _ (EXTERIOR SIGNS ONLY) broadwaynational .. Approved Rejected AUDI TORE #1 � , `� 1 s 7 � Approved with corrections Revise and Resubmit0 GLEN ST Signature: Date: _` `, ?. _ 0 Ce1►1fw. ' DOUBLE SIDEDILLUMINATED MONUME T SIGN Scale: 3/ =1 -0 SIDE VIE.... 2 8,, O R I� MATERIAL LIST = ITEM DESCRIPTION _ 1 .063"ALUMINUM RETURNS PTM SLATE GRAY TENANT _ 2 3/16"POLYCARBONATE FACE v 3 WHITE LED LIGHTING 4 LED POWER SUPPLY _ 5 WEEP HOLES AS NEEDED 6 6 1 1/2"ALUMINUM SUPPORT FRAME 7 1 1/2"ALUMINUM RETAINER 6 tt APPROVED CONSTRUCTION THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF NEC AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN WHITE SLATE POLYCARBONATE GRAY ® REMEMBER DRAIN HOLES (EXTERIOR SIGNS ONLY) lJobroadwaynational D E■ I, -< r 11 Approved Rejected ALDI STORE�3 ? 0 Ocean Ave,, Y 11779 Approved with CorrectionsE]Revise and Resubmit � � � r_�P631.7373140 F631337,3160 ST INTERNAL USE ONLY:03-20,1 -4_% 0 KS , Signature. Date. Qom`—w SBU ''j 12804