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OAP Queensbury NY - Civil Plans Site LS thru Rev 635 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02332 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com MJF ENGINEERING STRUCTURAL ENGINEERS 4338 BELLEVIEW AVE. KANSAS CITY, MO TEL (816) 531-4144 BOHLER ENGINEERING CIVIL CONSULTANT 17 COMPUTER DRIVE WEST ALBANY, NY 12205 PHONE: 518.438.9900 EMAIL: ROSTERHOUDT@bohlereng.com SMITH-GOTH ENGINEERS, INC. 3855 S. JEFFERSON AVENUE SPRINGFIELD, MO 65807 PHONE: (417) 882-2200 WT? XX X X XX ? # ? SECTION NUMBER SHEET NUMBER SECTION / ELEVATION MARK DETAIL NUMBER DETAIL MARK SHEET NUMBER WALL TYPE MARK DOOR MARK WINDOW MARK GRID MARK New O'Reilly Auto Parts Store 682 GLEN STREET QUEENSBURY, NY A. CONTRACT ADMINISTRATION (LIMITED SERVICE): THE ARCHITECT AND/OR ENGINEER OF RECORD INDICATED HEREIN ARE PROVIDING A LIMITED SERVICE AND NOT PROVIDING CONTRACT ADMINISTRATION SERVICES FOR THIS PROJECT WHICH IS THE RESPONSIBILITY OF OTHERS. THE ARCHITECT AND/OR ENGINEER ARE NOT RESPONSIBLE FOR FIELD ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF THE WORK IN PROGRESS. IF FIELD CONDITIONS ARE UNCOVERED THAT REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT AND/OR ENGINEER DOES NOT DELEGATE AUTHORITY TO ANYONE ELSE FOR DETERMINING THE MEANING OF PLANS OR SPECIFICATIONS AS AUTHENTICATED HEREIN. B. QUALITY STANDARDS AND BUILDING CODES: CONTRACTORS SHALL BE RESPONSIBLE FOR KNOWING THE QUALITY AND PUBLIC SAFETY REGULATIONS SET FORTH IN THE GOVERNING CODES AND OTHER APPLICABLE REGULATIONS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK. C. EXISTING CONDITIONS: FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING WORK. NOTIFY THE ARCHITECT AND/OR ENGINEER OF RECORD IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED HEREIN. O'REILLY AUTOMOTIVE STORES, INC. A MISSOURI CORPORATION (FORMERLY KNOWN AS O'REILLY AUTOMOTIVE, INC.) CORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 417-862-2674 PHONE OWNER OR TENANT BIDDING INFORMATION: REFER TO OWNER'S WEB SITE: HTTP://WWW.OREILLYPLANROOM.COM NOTE: REFER TO CURRENT PROJECTS LIST, LOCATED AT BOTTOM OF SIGN IN PAGE, FOR INVITED GENERAL CONTRACTORS. ALL SUB-CONTRACTOR BIDS TO BE SUBMITTED TO INVITED GENERAL CONTRACTORS ONLY. CONTACT OWNER'S DESIGNATED REPRESENTATIVE FOR ADDITIONAL PROJECT INFORMATION. MECH. / ELEC. ENGINEER CIVIL ENGINEER ARCHITECT STRUCTURAL ENGINEER GENERAL NOTES SYMBOLS LEGEND COVER SHEETT1.1 1. REFER TO PROJECT MANUAL, SECTION 01 45 16 - QUALITY CONTROL PROCEDURES, FOR ADDITIONAL REQUIREMENTS. 2. REFER TO STRUCTURAL DRAWINGS FOR SCHEDULE OF SPECIAL INSPECTIONS, IF INDICATED. 3. WHERE REQUIRED, THE OWNER SHALL PROVIDE THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM TESTING AND SPECIAL INSPECTIONS INDICATED. QUALITY CONTROL PL REM RET RH RD RFG RM RO SNT SLNT SEC SECT SHTHG SHT SIM SC S SF SI SY STD STO SUS SYM TEL TV THK T&G TM TOM TS TOS TW TOW TYP UON UNO VERT VT WSCT WC WWF W W WIN WO W/O WD PROPERTY LINE REMOVE RETURN RIGHT HAND ROOF DRAIN ROOFING ROOM ROUGH OPENING SEALANT SEALANT SECTION SECTION SHEATHING SHEET SIMILAR SOLID CORE SOUTH SQUARE FOOT SQUARE INCH SQUARE YARD STANDARD STORAGE SUSPENDED SYMMETRY, (ICAL) TELEPHONE TELEVISION THICK(NESS) TONGUE & GROOVE TOP OF MASONRY TOP OF MASONRY TOP OF STEEL TOP OF STEEL TOP OF WALL TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED UNLESS NOTED OTHERWISE VERTICAL VINYL TILE WAINSCOT WATER CLOSET WELDED WIRE FABRIC WEST WIDTH, WIDE WINDOW WITHOUT WITHOUT WOOD INSULATE INTERIOR JOIST JOINT JOINT KITCHEN LEFT HAND LINEAL FOOT LENGTH LINTEL LIVE LOAD MACHINE MANHOLE MANUFACTURER MASONRY MASONRY OPENING MAXIMUM MECHANIC(AL) MEDIUM MODIFIED BITUMEN ROOFING METAL METAL METER(S) MILLWORK MINIMUM MISCELLANEOUS MOUNT(ED), (ING) NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE ON CENTER(S) OPENING OPPOSITE HAND OUTSIDE DIAMETER OUT TO OUT OVERALL OVERHEAD PIECE PAINT(ED) PAINT(ED) PARKING PLASTIC LAMINATE PLATE PLYWOOD POLYVINYL CHLORIDE POUNDS PER SQUARE FT. POUNDS PER SQUARE IN. PRESSURE TREATED INSUL INT JST JT JNT KIT LH LF LTL L LL MACH MH MFR MAS MO MAX MECH MED MBR MET MTL M MWK MIN MISC MT NOM N NIC NTS OC OPG OPH OD OO OA OH PC PNT PTD PKG PLAM PL PWD PVC PSF PSI PT DRAWING DRINKING FOUNTAIN EAST EXTERIOR INSULATION AND FINISH SYSTEM ELECTRIC(AL) ELECTRIC WATER COOLER ELEVATION ELEVATION ELEVATOR EMERGENCY EQUAL EXISTING EXISTING EXPOSED EXTERIOR FACE OF FINISH FACE OF FACE OF MASONRY FACE OF STUDS FINISH(ED) FINISHED FLOOR ELEV. FINISHED FLOOR LINE FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE TREATED FLASHING FLOOR FLOOR DRAIN FOOTING FOUNDATION FOUNDATION FURRED(ING) GAGE, GAUGE GALVANIZED GALVANIZED GENERAL CONTRACT(OR) GLASS, GLAZING GYPSUM GYPSUM GYPSUM WALL BOARD HEATING HEATING/VENTILATING/AIR COND. HEIGHT HOLLOW CORE HOLLOW METAL HOOK(S) HORIZONTAL HOSE BIBB INSULATE(D), (ION) DWG DF E EIFS ELEC EWC EL ELEV ELEV EMER EQ EXG EXIST EXP EXT FOF FO FOM FOS FIN FFE FFL FE FEC FT FLG FLR FD FTG FDN FNDN FUR GA GV GALV GC GL GP GYP GWB HTG HVAC HT HC HM HK HOR HB INS ABOVE FINISHED FLOOR ACOUSTICAL AIR CONDITIONING ALTERNATE ALUMINUM ALUMINUM ANCHOR BOLT ARCHITECT (URAL) BASEMENT BEARING BENCH MARK BELOW BLOCK BLOCKING BOARD BOTH WAYS BOTTOM BOTTOM OF FOOTING BOTTOM OF FOOTING BRICK BUILDING BUILT-UP ROOFING CABINET CEILING CENTER LINE CENTER OF CENTER TO CENTER CLEAR COLUMN CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION CONTRACTOR CONTINUOUS COUNTER COUNTER FLASHING COUNTERSUNK COURSE(S) CUBIC FOOT CUBIC YARD DEAD LOAD DEMOLISH, DEMOLITION DETAIL DIAGONAL DIAMETER DIMENSION DOOR DOWN SPOUT DRAIN AFF AC A/C ALT AL ALUM AB ARCH BSMT BRG BM BEL BLK BLKG BD BW BOT BF BOF BRK BLDG BUR CAB CLG CL C/O CC CLR COL CONC CMU CONST CONTR CONT CNTR CFL CISK CRS CF CY DL DEM DTL DIAG DIAM DIM DR DS D ABBREVIATIONS LEGEND SHEET INDEX SHEET NUMBER SHEET NAME T1.1 COVER SHEET S1 STRUCTURAL GENERAL NOTES S2 FOUNDATION PLAN S3 ROOF FRAMING PLAN S5 A1.1 FLOOR PLAN A2.1 EXTERIOR ELEVATIONS A3.1 WALL SECTIONS A3.2 WALL SECTIONS A4.1 INTERIOR ELEVATIONS A5.1 DOOR SCHEDULE US1 UTILITIES SITE PLAN P1 PLUMBING PLAN M1 HVAC PLAN M2 HVAC SCHEDULES E1 LIGHTING PLAN E2 POWER PLAN E3 ELECTRICAL SCHEDULES EM1.0 GRIDPOINT EMS EM1.1 GRIDPOINT EMS SV1 SITE SURVEY (FOR REFERENCE ONLY) D1.1 SITE DEMOLITION PLAN C1.1 SITE GRADING PLAN C2.1 SITE DEVELOPMENT PLAN C2.2 SITE DEVELOPMENT DETAILS LANDSCAPE PLANL1.1 L1.2 LANDSCAPE DETAILS EM1.2 GRIDPOINT EMS T1.2 SCOPE OF WORK SCHEDULE G1.1 CODE SUMMARY PLAN A1.2 INTERIOR FINISH PLAN A5.2 WINDOW SCHEDULE SG1.1 SITE SIGNAGE PLAN C2.3 REFUSE ENCLOSURE DETAILS A4.2 INTERIOR SECTIONS & DETAILS S4 SECTIONS P2 PLUMBING DETAILS SP1 SITE LIGHTING PHOTOMETRICS SG1.2 SITE SIGNAGE DETAILS SG2.1 BUILDING EXTERIOR SIGNAGE A6.1 EXTERIOR DETAILS SP2 SITE LIGHTING DETAILS M3 HVAC DETAILS E4 ELECTRICAL NOTES SG1.3 SITE SIGNAGE DETAILS CT2.0 CIVIL GENERAL NOTES C3.1 EROSION CONTROL PLAN C3.2 C4.1 EROSION CONTROL DETAILS C4.2 SITE UTILITY DETAILS SECTIONS ME1 SEISMIC DETAILS C2.4 NYSDOT TRAFFIC DETAILS S6 SECTIONS S7 SECTIONS SITE UTILITY PLAN L3.0 IRRIGATION PLAN C4.3 SITE PLAN APPROVAL DOCUMENTS 08/15/17 QBY-2117238PROJECT:NEW O'REILLY AUTO PARTS STORE682 GLEN STREETQUEENSBURY, NY 12804LFS WTGCORPORATE OFFICES233 SOUTH PATTERSONSPRINGFIELD, MISSOURI 65802(417) 862-2674 TELEPHONEAUTO PARTS35 POND PARK ROAD, BAY 16HINGHAM, MASSACHUSETTS 02043PHONE:(781) 452-7121FAX:(860) 264-1628WEBSITE:www.phasezerodesign.com09/26/19 SP3 SITE LIGHTING DETAILS SCOPE OF WORK SCHEDULE NOTES: 1. CONTRACTOR'S OPTION TO PURCHASE MATERIALS THROUGH COMPANY(S) INDICATED. 2. CONTRACTOR'S OPTION TO PROVIDE INSTALLATION THROUGH COMPANY(S) INDICATED. X X27 00 00 COMMUNICATIONS - VOICE AND DATA (ELECTRONIC SYSTEMS AND CONDUCTORS) X X27 00 00 COMMUNICATIONS - VOICE AND DATA (CONDUIT, BOXES) O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR X X28 00 00 ELECTRONIC SAFETY AND SECURITY SYSTEM O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR X X28 30 00 O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 LEIGH SIDES P: 417.829.5712 FIRE DETECTION, ALARM, AND MONITORING SYSTEMS (CONDUIT, WIRING, EQUIPMENT) REFER TO FIRE PROTECTION, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. GENERAL NOTES A REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. REFER TO DRAWINGS FOR ADDITIONAL REQUIREMENTS. SCOPE OF WORK SCHEDULE MAY INCLUDE ITEMS NOT REQUIRED FOR PROJECT SPECIFIC CONDITIONS. CONTACT OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR FOR QUESTIONS OR CLARIFICATIONS. FOR LEASE SPACES , SEE SHEET M1 FOR "MECHANICAL RESPONSIBILITY SCHEDULE" FOR ADDITIONAL SCOPE OF WORK. B C BUILDING INSULATION (PRE-ENGINEERED METAL BUILDING BATT)XX GLOBAL BUILDING PRODUCTS (SILVERCOTE INSULATION) 1121 HERMAN STREET ELKHART, INDIANA 46516 JERRY MILLER P: 417.861.951307 21 00 SCOPE OF WORK SCHEDULE SECTION NAME REFERENCE COMPANY & ADDRESS PROJECT MANUAL (CSI) SECTION REF. NUMBER FURNISHED BYCONTRACTORINSTALLED BYOWNERINSTALLED BYCONTRACTORFURNISHED BYOWNERCONTACT INFORMATION STEEL DOORS AND FRAMES (EXTERIOR SWING UNITS)08 11 19 POINT OF CONTACT, PHONE (P), FAX (F), OR EMAIL (E) ITEM OR WORK DESCRIPTION XX GLOBAL BUILDING PRODUCTS 1121 HERMAN STREET ELKHART, INDIANA 46516 ANDREW CARPENTER CLAYTON BJURSTROM P: 574.296.6868 DOOR HARDWARE (EXTERIOR SWING UNITS)08 71 00 XX GLOBAL BUILDING PRODUCTS 1121 HERMAN STREET ELKHART, INDIANA 46516 STEEL DOORS AND FRAMES (INTERIOR SWING UNITS)08 11 19 X X (REFER TO NOTE NO. 1) LOCKNET 100 COURCHELLE DRIVE NICHOLASVILLE, KY 40356 PAM PEEL P: 800.887.4307, EXT: 133 F: 859.881.5499 construction@locknet.com X X PAM PEEL P: 800.887.4307, EXT: 133 F: 859.881.5499 E: construction@locknet.com DOOR HARDWARE (INTERIOR SWING UNITS)08 71 00 SUMMARY OF WORK (GENERAL BUILDING PERMIT, STATE DEPARTMENT OF TRANSPORTATION PERMITS, STATE DEPARTMENT OF NATURAL RESOURCES PERMITS) X OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR 01 11 00 FLUSH WOOD DOORS (INTERIOR SWING UNITS)08 14 16 X X PAM PEEL P: 800.887.4307, EXT: 133 F: 859.881.5499 construction@locknet.com (REFER TO NOTE NO. 1) LOCKNET 100 COURCHELLE DRIVE NICHOLASVILLE, KY 40356 (REFER TO NOTE NO. 1) LOCKNET 100 COURCHELLE DRIVE NICHOLASVILLE, KY 40356 X XALUMINUM ENTRANCES AND STOREFRONTS08 41 13 (REFER TO NOTE NO. 1) COULTER & COMPANY 13711 E. 66TH STREET NORTH OWASSO, OK 74055 X XPAINTING (INTERIOR PAINTED GRAPHICS)09 90 00 XX TOILET ACCESSORIES (TISSUE PAPER DISPENSERS, SOAP DISPENSERS, PAPER TOWEL DISPENSERS) 10 28 13 O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR XXSAFES11 16 16 O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR X XINDUSTRIAL FURNITURE (RACKING AND SHELVING)12 57 00 O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR XXPRE-ENGINEERED META BUILDING SYSTEMS13 34 18 BUTLER MANUFACTURING, INC. 1540 GENESSEE STREET KANSAS CITY, MO 64102 SCOTT CARLETON P: 816.968.3472 F: 816.627.8964 CHIEF BUILDINGS, INC. P.O. BOX 2078 1821 SOUTH NORTH ROAD GRAND ISLAND, NE 68802-2078 MICHAEL LOYD P: 308.390.6695 XXROOFTOP HEATING/COOLING UNITS23 74 00 CARRIER CORPORATION NATIONAL ACCOUNTS 29 INDUSTRIAL PARK DRIVE BINGHAMTON, NY 13904 SARA TILTON P: 866.389.4658, EXT. 3429 PAUL WITZ P: 315.317.2481 XX26 24 13 GRABAR ELECTRIC COMPANY, INC. 11885 LACKLAND ROAD ST. LOUIS, MO 63146 SANDI YOUNG P: 314.573.2082 SAM CAST P: 314.573.2081 ELECTRICAL EQUIPMENT (PANEL BOARDS, TRANSFORMERS, TRANSFER SWITCH KIT, AND DISCONNECTS) XX26 50 00 GRABAR ELECTRIC COMPANY, INC. 11885 LACKLAND ROAD ST. LOUIS, MO 63146 SANDI YOUNG P: 314.573.2082 SAM CAST P: 314.573.2081 LIGHTING (LIGHT FIXTURES, SENSORS) X X10 14 00 O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR XX25 00 00 VENSTAR, INC. (TECHNICAL SUPPORT) P: 818.812.9812 P: 818.341.8760 INTEGRATED AUTOMATION (ENERGY MANAGEMENT SYSTEM - SOFTWARE, HARDWARE, CONDUIT, WIRING, EQUIPMENT) X X25 00 00 (REFER TO NOTE NO. 2) STOVER ELECTRIC JAMES STOVER P: 805.581.0740 INTEGRATED AUTOMATION (ENERGY MANAGEMENT SYSTEM - INSTALLATION) (REFER TO NOTE NO. 2) ZUBRAS ELECTRIC SIMON ZUBRAS P: 214.319.6900 (REFER TO NOTE NO. 2) SYLVANIA LIGHTING SERVICES ENIS PACAVAR P: 978.395.1807 X X10 14 00 PLUMBING FIXTURES (ONLY WATER HEATERS, SHELF, & THERMAL EXPANSION TANK) 22 40 00 XX GRABAR ELECTRIC COMPANY, INC. 11885 LACKLAND ROAD ST. LOUIS, MO 63146 SANDI YOUNG P: 314.573.2082 SAM CAST P: 314.573.2081 X X CARL YORMAN P: 918.272.4494 F: 918.272.7908 E: carl@coulterglass.com GLAZED ALUMINUM CURTAIN WALLS08 44 12 08 44 13 (REFER TO NOTE NO. 1) COULTER & COMPANY 13711 E. 66TH STREET NORTH OWASSO, OK 74055 O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR QUALITY CONTROL PROCEDURES (TESTING & SPECIAL INSPECTIONS)XX (TO BE DETERMINED) OWNER'S OR TENANT'S DESIGNATED PROJECT ADMINISTRATOR 01 45 16 O'REILLY AUTOMOTIVE STORES, INC. 233 SOUTH PATTERSON SPRINGFIELD, MO 65802 SUMMARY OF WORK (ALL TRADE PERMITS, UTILITY IMPACT AND CONNECTION FEES, OR PERMITS AND FEES REQUIRED FOR PROJECT COMPLETION) 01 11 00 X D SIDING (FIBER CEMENT BOARD)X X (REFER TO NOTE NO. 1) NICHIHA USA, INC. 6465 EAST JOHNS CROSSING SUITE 250 JOHNS CREEK, GEORGIA 30097 RYAN PARKER P: 770.805.9466 F: 770.805.9467 E: oreilly@nichiha.com 07 46 00 X XSTORM PANELS10 71 16 TOWN & COUNTRY INDUSTRIES 400 WEST MCNAB ROAD FORT LAUDERDALE, FLORIDA 33309 TOM JOHNSON P: 561.512.9702 E BIDDING INFORMATION: REFER TO OWNER'S WEB SITE: HTTP://WWW.OREILLYPLANROOM.COM NOTE: REFER TO CURRENT PROJECTS LIST, LOCATED AT BOTTOM OF SIGN IN PAGE, FOR INVITED GENERAL CONTRACTORS. ALL SUB-CONTRACTOR BIDS TO BE SUBMITTED TO INVITED GENERAL CONTRACTORS ONLY. CONTACT OWNER'S DESIGNATED REPRESENTATIVE FOR ADDITIONAL PROJECT INFORMATION. SIGNAGE (EXTERIOR PANEL SIGNAGE, ILLUMINATED PANEL SIGNAGE, POST AND PANEL/PYLON SIGNAGE, POST CONCRETE FOUNDATIONS) SIGNAGE (MONUMENT SIGN CONCRETE FOUNDATIONS AND MASONRY, ELECTRICAL ROUGH-IN SYSTEMS) CARL YORMAN P: 918.272.4494 F: 918.272.7908 E: carl@coulterglass.com ANDREW CARPENTER CLAYTON BJURSTROM P: 574.296.6868 08/15/16 QBY-2117238PROJECT:NEW O'REILLY AUTO PARTS STORE682 GLEN STREETQUEENSBURY, NY 12804LFS WTGCORPORATE OFFICES233 SOUTH PATTERSONSPRINGFIELD, MISSOURI 65802(417) 862-2674 TELEPHONE35 POND PARK ROAD, BAY 16HINGHAM, MASSACHUSETTS 02043PHONE:(781) 452-7121FAX:(860) 264-1628WEBSITE: 4 B 4321 A B 2 C 31 A C R.R. 104 R.R. 103 OFFICE 102 VESTIBULE 100A A PARTS AREA "C" 105 PARTS AREA "A" 100 PARTS AREA "B" 101 COKE5' 3'-7" 78" TALL 78" TALL 4'-6"4'-6"4'-6"78" TALL 4'-6"10'4'-6"12'-4" 5'3'HYD HYD ACC.4'-4"3'BATTBATT CATALOGINSTALLER CORE AUTO LOAD AUTO LOAD P 2'-6"2'-6"3'2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"2'-6"3'-5"4'-6"2'-6"2'-6" 3'-3" FILT FILT FILT FILT FILT BINDERS DRUMDRUMDRUMDRUMDRUMDRUMDRUMDRUMDRUMDRUMDRUMDRUM HOSEDRUMDRUMCALIPERCALIPERCALIPERFILTDRUMPADPADPADPADDESKFILE LASER PRINTER BREAK AREA LOCK TV/FRIG 4'-10"0"3'-11"3' 3'-5" HUB ASSY GASKET DRUMDRUMDRUMDRUMDRUMDRUMDRUMDRUMBATTERY RACK 2'-6"2'-6"2'-6"GRAVITY FEED OIL RACK 5'-7"MSMSBULK RACK RADIATORS ABOVE BULK RACKBULK RACK RADIATORS ABOVE HOSE REELBOXHSE BELTS BELTS BELTS BELTS BELTS TESTCLUTCHCLUTCH H2OPUMPH2OPUMPH2OPUMPDRUMDRUMDRUMDRUMDRUMBOLTBOLTBRASS BELOWDRUMDRUMCONTROLARMSCONTROLARMSPAD PADPADPADPAD CALIPERBODYBODY 3'3'ADA8'8'8'8'8'8'PSHOSEOVERSTOCKOVERSTOCKOVERSTOCKOVERSTOCKWELCOME CENTER 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY 2-WAY2-WAY2-WAYOIL TANKCONTROLARMSDRUMDRUMH2OPUMPH2OPUMPAISLEMARKERAISLEMARKERAISLEMARKERAISLEMARKERAISLEMARKERAISLEMARKERPEGBOARDPEGBOARDPEGBOARDPEGBOARD PEGBOARDPEGBOARDHARDBOARD HARDBOARD DRIVER HARDBOARD HOSE4'-5"3'CHASSISFILT FILT FILT FILT FILTFILTPLUGPLUGPLUGPLUG PLUGPLUG PLUG IGN IGN IGNIGNIGNIGN IGNIGNIGN ALTALTALTALTALT ALT START START START START SHOESHOE SHOE HUB ASSY HUB ASSY HUB ASSYHUB ASSY BEARING BEARING SEALSEAL UJOINTTIMING ACCTIMING ACCCHASSISPWRSTRPWRSTRFAN ASSYFAN ASSYFAN ACCH/COREBLOMTRH/CORECMPRSSRCMPRSSRA/CA/CA/CSTATSTATMUFFLER QUICKSTRUTSTRUTSTRUTDORMISCDORMISCDORMISCDORMISCSTRUTWIN REG WIN REG WIN REG GASKETGASKETGASKET OIL OVRSTCK MTR MNTMTR MNTBULBMTR MNTTRAN TIREENGCALIPERCHECK IN DRUMDRUMDRUMDRUM3'-10" HOSEMISC12'-11"11'-11"8'-4"PAD PAD ALT START IGN FILT FILT 3'-2"PEGBOARDPEGBOARDPEGBOARDM/CYLWIRE WIRE FUEL PMPFUEL PMPFUEL PMPFUEL PMPFUEL PMPRENSHOCKSHOCKSHOCKSHOCKQUICKSTRUTQUICKSTRUTSTRUTBRK ACC.BRK ACC.CHASSISA1 MISC HOSE HOSESTRUCTURAL DESIGN (RISK CATEGORY II) (REFER TO STRUCTURAL DRAWINGS) 1. LIVE LOADS ROOF: 2. ROOF COLLATERAL LOADS A. ARCHITECTURAL/MECHANICAL: B. CEILING SYSTEM (PARTS AREA "A") C. SPRINKLER SYSTEM: (CONTRACTOR COORDINATED SPRINKLER MAIN SUPPORT LOADS ALONG FRONT WALL, BACK WALL, SIDE WALL AND MAIN FRAMES.) D. STUDS AND GYP SHEATHING: 3. SNOW LOADS Ce = 1.0 Ct = 1.0 GROUND LOAD (Pg): MINIMUM ROOF SNOW LOAD (Pm): IMPORTANCE FACTOR (Is): :,1'/2$'6*&SL BASIC WIND SPEED: EXPOSURE: 5. SEISMIC Ss: S1: Sds: Sd1: IMPORTANCE FACTOR (Ie): SITE CLASS (GEOTECHNICAL REPORT): DESIGN CATEGORY: 6. LOAD COMBINATIONS: LOAD COMBINATIONS SHALL BE PER THE ABOVE REFERENCED BUILDING CODE. 7. BUILDING DEFLECTION LIMITS: (REFERENCED CODE DEFLECTION LIMITS, WHERE MORE STRINGENT CODE DEFLECTION APPLY, SHALL SUPERSEDE THE FOLLOWING DEFLECTION LIMITS.) MAX. ROOF SNOW OR LIVE LOAD: MAX. ROOF TOTAL LOAD: MAX. METAL BUILDING RIGID FRAME LATERAL DEFLECTION: MAX. METAL BUILDING HORIZONTAL GIRT LATERAL DEFLECTION: 20 PSF REDUCIBLE 2.5 PSF 2.0 PSF 0.0 PSF 0 PSF 50 PSF 35 PSF 1.0 VASD = 90 MPH VULT = 115 MPH C 0.233 0.081 0.388 0.189 1.0 E C SPAN/240 SPAN/180 HEIGHT/150 SPAN/240 DESIGN CRITERIA IS BASED UPON 2015 INTERNATIONAL BUILDING CODE OAP1736, QUEENSBURY, NY (DS2) 8/1/17 (BASED ON 2015 IBC) CMU BUILDING (WITH 2016 NEW YORK STATE SUPPLEMENT) A B C D CODE SUMMARY PLAN SCALE: 1/8" = 1'-0"G1.1 1 GENERAL NOTES UPON REQUEST OWNER TO PROVIDE UNDER SEPERATE COVER, PROJECT HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) FOR COMMODITY TYPES, HAZARD CLASS, AND QUANTITIES. OWNER RESPONSIBLE FOR MONITORING INVENTORY COMMODITY TYPES AND QUANTITIES TO NOT EXCEED CODE REQUIREMENTS. HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. REFER TO PLANS, SECTIONS, AND DETAILS FOR CONSTRUCTION OF FIRE RATED ASSEMBLIES. WHERE UNDERWRITERS LABORATORY (UL) TEST NUMBERS ARE REFERENCED, CONTRACTOR SHALL PROVIDE CONSTRUCTION MATERIALS, MEANS AND METHODS TO COMPLY WITH TESTED ASSEMBLY. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. OWNER FURNISHED AND INSTALLED FURNISHINGS AND FIXTURES SHOWN FOR REFERENCE ONLY. CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS DURING CONSTRUCTION AS REQUIRED TO PROTECT THE WORK AREA AND EACH STORAGE UNIT AND JOB TRAILER PER THE FIRE CODE. SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS SHALL BE UL LISTED ABC TYPE, WITH 10 LBS. CAPACITY. REFER TO DETAIL 10/A4.2 FOR TYPICAL MOUNTING REQUIREMENTS. EXIT DISCHARGE DOORS, PROVIDE TACTILE EXIT SIGNS STATING "EXIT" WITH BRAILLE LETTERING. SIGN AND MOUNTING TO COMPLY WITH ANSI A117.1. REFER TO FLOOR PLAN FOR LOCATIONS. 14 28 42 65 32 16 12 N 32 180 II-B 325 SF 10 F F M 16 U 25 S SYMBOLS LEGEND ROOM OR AREA (REFER TO FLOOR PLAN) 100 - PARTS AREA "A" 101 - PARTS AREA "B" 102 - OFFICE 103 - RESTROOM 104 - RESTROOM 105 - PARTS AREA "C" TOTAL OCCUPANCY OCCUPANCY LOAD SUMMARY OCCUPANTS (QTY.) 55 8 1 0 0 5 69 PLUMBING FIXTURE SUMMARY GENERAL PLUMBING FIXTURES E F G A B COMMERCIAL ENERGY EFFICIENCY CODE COMPLIANCE WITH BUILDING ENERGY EFFICIENCY REQUIREMENTS BASED UPON ANSI/ASHRAE/IESNA 90.1 (PERFORMANCE METHOD). CERTIFICATE OF COMPLIANCE AND CALCULATIONS TO BE PROVIDED UPON REQUEST UNDER SEPARATE COVER. BUILDING CODE AREA PER OCCUPANT(S.F.) 60 300 100 N/A N/A 300 18020 EXIT 1809 EXIT 18040 EXIT N N 58 SF 58 SF 72 SF 1801 II-BM 7,453 TOTAL GROSS SQ. FT. 1,388 SF 2,229 SF S1 5 S1 8 1 3,294SF M 55 B PROJECT DATA REAL ESTATE PROPERTY GROSS AREA:33,173 GSF SITE PARKING GROSS AREA:11,096 GSF BUILDING BUILDING GROSS AREA:7,453 GSF BUILDING INTERIOR AREA:6,911 SF EXIT ACCESS TRAVEL DISTANCE = 85'-5" EXIT ACCESS TRAVEL DISTANCE = 121'-5" EXIT ACCESS TRAVEL DISTANCE = 62'-8"EXIT ACCESS TRAVEL DISTANCE = 73'-6"08/15/16 QBY-2117238PROJECT:NEW O'REILLY AUTO PARTS STORE682 GLEN STREETQUEENSBURY, NY 12804LFS WTGCORPORATE OFFICES233 SOUTH PATTERSONSPRINGFIELD, MISSOURI 65802(417) 862-2674 TELEPHONE35 POND PARK ROAD, BAY 16HINGHAM, MASSACHUSETTS 02043PHONE:(781) 452-7121FAX:(860) 264-1628WEBSITE:BUILDING OFFICIAL CONTACT NUMBER:(518) 761-8256 COUNTY:WARREN ZIP CODE:12804 GOVERNING CODES AND ORDINANCES BUILDING CODE:2015 IBC PLUMBING CODE:2015 IPC MECHANICAL CODE:2015 IMC ELECTRICAL CODE:2014 NEC FIRE CODE:2015 IFC ENERGY CODE:2015 IECC AMENDING ORDINANCE:2016 UNIFORM CODE SUP. USE GROUP & CONSTRUCTION TYPE PRIMARY USE GROUP:M (MERCANTILE) MIXED USE AND OCCUPANCY:NON-SEPERATED CONSTRUCTION TYPE:II-B (NON-COMBUSTIBLE / UNPROTECTED) AREA MODIFICATIONS FRONTAGE INCREASE:NOT APPLIED AUTOMATIC SPRINKLER INCREASE:NOT PROVIDED ALLOWABLE HEIGHT & BUILDING AREA NO. STORIES:2 STORIES AREA:12,500 SQ. FT. ACTUAL HEIGHT & BUILDING AREA NO. OF STORIES:1 STORY BUILDING HEIGHT:19'-0" GROSS BUILDING AREA:7,453 SQ. F.T FIRE PROTECTION SYSTEMS AUTOMATIC SPRINKLER SYSTEM:NOT REQUIRED PORTABLE FIRE EXTINGUISHERS:REQUIRED FIRE ALARM SYSTEM:NOT REQUIRED MONITORING:NOT REQUIRED (REFER TO SCOPE OF WORK SHEET) AUTOMATIC FIRE DETECTION SYSTEM:NOT REQUIRED 05/15/17B160247VRRWONEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TMSCALE:CAD I.D.:AS NOTEDB160247ss0007/24/17CT2.0GENERAL NOTES SHEET 1.THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:x³$/7$1636/$1'7,7/(6859(<2 5(,//<$872(17(535,6(6//&%<&21752/32,17$662&,$7(6,1&'$7(')(%58$5</$6783'$7('FEBRUARY 28, 2017.2.CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDEDAND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME.3.BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME.4.THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEWTHE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.5.CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETYSTANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TOBY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THEREQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES ANDCODES.6.PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO:A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES WITH JURISDICTION THROUGHOUT THEDURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK.B.NOTIFYING, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION DISTRICT, 72 HOURS PRIOR TO THE START OF WORK.C.INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE.D.IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE-CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARKOUT, IN ADVANCE OF ANY EXCAVATION.E.LOCATING AND PROTECTING ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTICCABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITYNOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES.F.PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES.G.ARRANGING FOR AND COORDINATING WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR PERMANENT TERMINATION OF SERVICE REQUIRED BY THEPROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICESHAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.H.COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES.WORK REQUIRED TO BE DONE "OFF-PEAK" IS TO BE DONE AT NO ADDITIONAL COST TO THE OWNER.I.IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN THE PROJECT PLANS AND SPECIFICATIONS, THECONTRACTOR MUST IMMEDIATELY CEASE ALL WORK AND IMMEDIATELY NOTIFY THE OWNER AND ENGINEER OF THE DISCOVERY OF SUCH MATERIALS.7.THE FIRM OR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFEMANNER, FOLLOWING ALL THE OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY.8.THE CONTRACTOR MUST PROVIDE ALL ³0($16 AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHERIMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN. CONTRACTOR MUSTUSE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIR MUST INCLUDE THE RESTORATION OF ANY ITEMS REPAIRED TO THE PRE-DEMOLITION CONDITION, OR BETTER.CONTRACTOR SHALL PERFORM ALL REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.9.THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS, FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITSOF DISTURBANCE UNLESS SAME IS IN STRICT ACCORDANCE AND CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, AND/OR UNDER THE WRITTEN DIRECTION OF THEOWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER.10.CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL MUST BE ACCOMPLISHED WITH APPROVED BACKFILLMATERIALS, AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT NEW IMPROVEMENTS AND PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE IN THEGEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES, AND MUST BE DONE SO AS TO PREVENT WATER ENTERING THE EXCAVATION.FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE.11.EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND ALL APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS ANDEXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS MUST BE IN PLACE PRIOR TO CONTRACTOR STARTING AN EXPLOSIVEPROGRAM AND/OR ANY DEMOLITION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTSON ALL LOCAL STRUCTURES.12.CONTRACTOR MUST PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FHWA "MANUAL ON UNIFORM TRAFFICCONTROL DEVICES" (MUTCD), AND THE FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY.13.CONTRACTOR MUST CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHERADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY PRIOR TO THE COMMENCEMENT OF ANY ROAD OPENINGOR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY.14.DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE, WITHOUT WRITTEN PERMISSION OF THE OWNER AND ALL GOVERNMENTALAGENCIES WITH JURISDICTION.15.THE CONTRACTOR MUST USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/ORLOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS CAUSEDBY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE-DEMOLITION" CONDITION.16.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONSAT ANY TIME.17.CONTRACTOR IS RESPONSIBLE FOR SITE JOB SAFETY, WHICH MUST INCLUDE, BUT NOT BE LIMITED TO, THE INSTALLATION AND MAINTENANCE OF BARRIERS, FENCING AND OTHERAPPROPRIATE SAFETY ITEMS NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITY.18.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION AS TO THE MEANS,METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BE USED TO ACCOMPLISH THAT WORK. ALL MEANS, METHODS, SEQUENCING, TECHNIQUES AND PROCEDURES TO BEUSED MUST BE IN STRICT ACCORDANCE WITH ALL STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHERSAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE.19.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH ALL MUNICIPAL, COUNTY,STATE, AND FEDERAL LAWS AND APPLICABLE CODES. THE CONTRACTOR MUST MAINTAIN RECORDS TO DEMONSTRATE PROPER DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TOTHE OWNER UPON REQUEST.20.CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATEDDUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE PREPARED IN A NEAT AND WORKMAN-LIKE MANNER, AND TURNED OVER TO THE OWNER/DEVELOPER UPONCOMPLETION OF THE WORK.CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALLSUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS.1.THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN:x³$/7$1636/$1'7,7/(6859(<2 5(,//<$872(17(535,6(6//&%<&21752/32,17$662&,$7(6,1&'$7(')(%58$5</$6783'$7('FEBRUARY 28, 2017.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS ISCONTRACTOR'S RESPONSIBILITY.2.ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE ³$0(5,&$16 WITHDISABILITIES $&7´ (ADA) CODE (42 U.S.C. 12101 et seq. AND 42 U.S.C. 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BECONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.3.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NOCONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHERDOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED.CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.4.THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF ACERTIFICATE OF OCCUPANCY.5.ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES,REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT.6.THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT,DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT ANDRECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OFANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHERWORK.7.THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTORMUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THEPLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES.8.ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, INWRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THECONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTORGIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCHADDITIONAL WORK.9.CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS ³2) 5(&25'´ FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISEBUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS.10.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATESTARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE).CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST.11.DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITHTHE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR.12.THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMEDIN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUSSTRUCTURES AND PROPERTIES.13.THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHERFOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TOENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORKAREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT.14.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION,INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BELIMITED TO, REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTIONCABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THEREPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTERTHAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORYREQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE ANDTO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION.15.ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILSAND/OR GEOTECHNICAL REPORT.16.THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS,TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME.CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.17.THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOBSITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY ORREPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME.18.ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIALGENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT ANDFUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES,SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITYCOVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLERENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICYDURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLESTEXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS,DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES,AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORTDAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLEATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THECONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYSPRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.19.BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, ANDOTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT ANDTHE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES,COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NORESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILEALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIREASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOTPROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIALSUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.20.NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS,OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATEDENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS,DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FORPERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE WITH ANY HEALTH ORSAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNELHAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH ORSAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THEGENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBEDABOVE IN NOTE 19 FOR JOB SITE SAFETY.21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTENAUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANYWORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGESRESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME.22.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE.THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE.23.ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT.24.ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THEAPPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY ANDSEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS.25.OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICTACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/ORDESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATEDDOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEERINCURS AS A RESULT OF SAID FAILURE.26.ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE.27.ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES ANDCODES, AND ALL APPLICABLE OSHA REQUIREMENTS.28.CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS ANDRECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY ANDHOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.29.CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHEREONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURETHAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUMONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE.30.AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDSCERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF ³352)(66,21$/ 23,1,21´ REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNEDPROFESSIONAL'S KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, ANDDOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.1.LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANYCONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TOTHE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWESTINVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIORTO COMMENCEMENT OF CONSTRUCTION.2.CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE,CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTSOF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIESDURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION.3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATEDWITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THEDOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLERESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TONOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THEDRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FORALL COSTS ASSOCIATED WITH SAME.4.THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BEREMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY.5.THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION ASIDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATEDAND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES ANDCODES.6.THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES.7.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAPREQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OFUTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THATINSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES,STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE.WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUSTIMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME.8.WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALLFEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRMTHE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION.9.ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITHTHE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS.10.SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THISPLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATEDOR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BYA QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PADAREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALLAPPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLEMATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILLMATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITHTHE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITHTHE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.11.ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BECOORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM,COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE.12.THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND75(1&+,1*352&('85(67+(&2175$&725,65(63216,%/()25'(7(50,1,1*7+(³0($16$1'0(7+2'6´5(48,5('720((77+(,17(17$1'3(5)250$1&(&5,7(5,$2)26+$$6:(//AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATEDTO EXCAVATION AND TRENCHING PROCEDURES.13.PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVALOPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED.14.THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALLAPPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.15.DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TOIDENTIFY THE AS-INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATIONCONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THECOMPLETION OF WORK.16.WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TOSTORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTORMUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE DRAINAGE OR UTILITY PLAN, WHICHCONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK.17.THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION.CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPTWHERE ADA REQUIREMENTS OR EXISTING TOPOGRAPHY LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIESTHAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPERNOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS,INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME.18.352326('7232)&85%(/(9$7,216$5(*(1(5$//<´$%29((;,67,1*/2&$/$63+$/7*5$'(81/(6627+(5:,6(127('),(/'$'-86772&5($7($0,1,0802)*877(5*5$'(ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME.19.REFER TO THIS SHEET FOR ADDITIONAL NOTES.20.IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELYNOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS.21.CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUSTSUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING ANY WORK.22.WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL.WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPAREDBY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS.23.STORM DRAINAGE PIPE:UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITYPOLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHTJOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE.24.UNLESS INDICATED OTHERWISE ON THE DRAWINGS, SANITARY SEWER PIPE SHALL BE AS FOLLOWS:x)253,3(6/(667+$1)7'((332/<9,1</&+/25,'(39&6'53(5$670'x)253,3(6025(7+$1)7'((332/<9,1</&+/25,'(39&6'53(5$670'x)253,3(:,7+,1)72)%8,/',1*3,3(0$7(5,$/6+$//&203/<:,7+$33/,&$%/(%8,/',1*$1'3/80%,1*&2'(6&2175$&725729(5,)<:,7+/2&$/2)),&,$/625.STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE.26.STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINALARCHITECTURAL PLANS.27.SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCEDCONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROMWATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME.xWHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL ORSLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BEAS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED.28.WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATERMAIN PIPING MUST BE CEMENT-LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT ATTHE TIME OF APPLICATION.29.CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITHREFERENCED MUNICIPAL, COUNTY AND/OR DOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITHJURISDICTION OVER SAME.30.LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY.31.CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, ORPOLLUTANTS ON, ABOUT OR UNDER THE PROPERTY.TYPICAL LEGENDEXISTINGPROPOSEDPROPERTY LINESETBACKEASEMENTCURBSEWER MANHOLECATCH BASINWETLAND FLAGSPOT ELEVATIONTOP & BOTTOMOF CURBCONTOURFLOW ARROWPAINTED ARROWGAS LINETELEPHONE LINEELECTRIC LINEWATER LINEOVERHEAD WIRESTORM PIPESANITARY LINESIGNPARKING COUNTLIGHT POLEGUIDE RAILUTILITY POLEWETLAND LINESTORM MANHOLERIDGE LINEGGTTEEWWOHOHSLSL53.52TC=54.32BC=53.82REFER TO SOIL EROSION CONTROLNOTES & DETAILS SHEET FOR TYPICALEROSION NOTES AND DETAILSREFER TO LANDSCAPE NOTES &DETAILS SHEET FOR TYPICALLANDSCAPE NOTES AND DETAILSREFER TO LIGHTING PLAN FORTYPICAL LIGHTING NOTES ANDTABLES5%TYPICALABBREVIATIONSKEYDESCRIPTIONBCBOTTOM CURBTCTOP CURBEXIST.EXISTINGBM.BENCHMARKEOPEDGE OF PAVEMENTCCENTERLINEFFFINISHED FLOORV.I.F.VERIFY IN FIELDGCGENERAL CONTRACTORBWBOTTOM OF WALL GRADETWTOP OF WALLHPHIGH POINTLPLOW POINTTYP.TYPICALINT.INTERSECTIONPC.POINT OF CURVATUREPT.POINT OF TANGENCYPI.POINT OF INTERSECTIONPVI.POINT OF VERTICALINTERSECTIONSTA.STATIONGRTGRATEINV.INVERTDIPDUCTILE IRON PIPEPVCPOLYVINYL CHLORIDE PIPEHDPEHIGH DENSITYPOLYETHYLENE PIPERCPREINFORCEDCONCRETE PIPESSLOPEPROP.PROPOSEDTBRTO BE REMOVEDTPFTREE PROTECTION FENCEBLDG.BUILDINGSFSQUARE FEETDMHDRAIN MANHOLESTM.STORMSAN.SANITARYCONC.CONCRETEARCH.ARCHITECTURALDEP.DEPRESSEDMIN.MINIMUMMAX.MAXIMUMNo. / #NUMBERW.WIDEDEC.DECORATIVEELEV.ELEVATIONUNG.UNDERGROUNDR.O.W.RIGHT OF WAYLFLINEAR FOOTLODLIMIT OF DISTURBANCEL.S.A.LANDSCAPED AREAPLUS OR MINUSDEGREE',$DIAMETERRRADIUSMEMEET EXISTINGLTBR/RTO BE REMOVEDAND REPLACEDSMHSEWER MANHOLELOWLIMIT OF WORKBOCBACK OF CURBKEYDESCRIPTIONREFER TO SITE PLAN FOR ZONINGANALYSIS TABLE AND LAND USE/ZONING INFORMATION & NOTESSDGENERAL DEMOLITION NOTESGENERAL NOTESGENERAL GRADING & UTILITY PLAN NOTESCONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESECOMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATEARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONGTHE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDINGENTRANCE/EXIT, MUST COMPLY WITH THESE ADA AND/OR ARCHITECTURAL ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:xPARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.xCURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET.xLANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.xPATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCETHIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE PATH OFTRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP0867+$9($'$+$1'5$,/6$1'³/(9(/´/$1',1*621($&+(1'7+$7$5(&52666/23('12025(7+$1,1$1<',5(&7,21)25326,7,9('5$,1$*(x'225:$<60867+$9($³/(9(/´/$1',1*$5($217+((;7(5,256,'(2)7+('2257+$7,66/23('$:$<)5207+('22512025(7+$1)25326,7,9(DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAYOPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.)xWHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS ORSURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLEDESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/ORFIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTEDIMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS.xTHE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUSTIMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON-CONFORMINGCONCRETE.IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION.ADA INSTRUCTIONS TO CONTRACTOR:4 3 3 3333 33433 1 332 331 330 329330 332 332333334 333333331FF=334.00BOTTOM ELEV. = 329.00 CROSS WALK MUST NOT EXCEED1:50 (2.0%) IN CROSS SLOPE1:50 (2.0%) MAX SLOPEWITHIN ADA PARKINGSPACESEGRESSDOORDEALERDOOR102' - 8" HDPE, S=0.4%T T T T T TE&T E&T E&T E&T 333SSSSSSSSSSW W W W W W WWWWWWRIDGE LINE75' - 12" H D P E , S = 0 . 5 % 334 RIDGE LINE WALK MUST NOT EXCEED1:50 (2.0%) IN CROSS SLOPE332GLEN STREETMAP 302.7, BLOCK 1, LOT 27N/F LANDS OFMETA R. MURRAYBK 668, PG 324ZONE: (CI) COMMERCIAL INTENSIVE#5 GLENDALE DRSCHEDULE "A" EXCEPTED PARCELBK 490, PG 97MAP 302.7, BLOCK 1, LOT 25N/F LANDS OFMETA R. MURRAYDB 675, PG 187ZONE:(CI) COMMERCIAL INTENSIVE#4 GLENDALE DRMAP 302.7, BLOCK 1, LOT 24N/F LANDS OFMETA R. MURRAYBK 668, PG 326ZONE:(CI) COMMERCIAL INTENSIVE#2 GLENDALE DRMAP 302.7, BLOCK 1, LOT 23N/F LANDS OFCARLO R.A. CEDRONE &ANTHONY R. PITIBK 1200, PG 199ZONE: (CI) COMMERCIAL INTENSIVE#686 GLEN STMAP 302.7, BLOCK 1, LOT 29N/F LANDS OFJOSEPH G. & CECILIA A. MONSOURBK 1309, PG 26ZONE: (CI) COMMERCIALINTENSIVE#676 GLEN STMAP 302.10, BLOCK 1, LOT 7N/F LANDS OFGLEN STREET, LLCBK 1073, PG 94ZONE: (CI) COMMERCIALINTENSIVE#677 GLEN ST(AKA ROUTE 9)(AKA GLENS FALL - LAKE GEORGE HIGHWAY)(STATE HIGHWAY LAYOUT NO. 417)(VARIABLE WIDTH)(ASPHALT ROADWAY - SPEED LIMIT 30 MPH)(VARIABLE WIDTH)(ASPHALT ROADWAY - NO SPEED LIMIT POSTED)GLENDALE DRIVE O'REILLY AUTO PARTS86'-4" X 86'-4"SQ. FT. = ±7,453 SFST42' - 6" HDPE, S=0.4%60' - 8" HDPE, S=0.5%333 329 331 332332SSS GGE&T TC 331.30BC 330.82OUTLET: 8'X3' BROAD-CRESTEDRECTANGULAR WEIRELEV.=330.30115' - 4" HDPE, S=0.4%PROP. INV.=326.50INV. 326.96PROP. FLARED ENDSECTIONINV: 329.0012" PROP. PERFORATED STANDPIPE SURROUNDEDWITH RIP-RAP STONETOP OF PIPE : 330.35INV. OUT (2" ORIFICE): 329.00(REFER TO THE DETAIL ON SHEET C4.2 )PROP. CLEANOUTINV.=331.86INV. 331.50INV. 331.50PROP 32' LONG LEVEL SPREADERWITH 12" PERFORATED HDPE PIPEAND 4' WIDE MEDIUM RIP-RAP(REFER TO LEVEL SPREADERDETAIL ON SHEET C4.2)63' - 12" HDPE, S=0.5%PROP. 2' WIDE RIP-RAPGC TO REPAIR THE EXISTING MORTARUNDER THE DRAINAGE STRUCTURE FRAMEAND THE ASPHALT SWALE AROUND THE FRAMEPER NYSDOT REQUIREMENTS. GC TO COORDINATETHIS REPAIR WITH NYSDOT PRIOR TO CONSTRUCTION.3 3 2 3 3 2 333 333 333TC 333.10BC 332.60TC 333.32BC 332.82TC 332.59BC 332.09TC 332.39BC 331.89TC 331.82BC 331.32TC 333.31BC 332.81333.58333.64333.68333.88333.92333.92333.77TC 332.76BC 332.26TC 333.07BC 332.57TC 333.18BC 332.68TC 333.36BC 332.86TC 333.47BC 332.97TC 333.87BC 333.37TC 333.91BC 333.41TC 333.97BC 333.47TC 334.13BC 333.63333.70TC 333.64BC 333.14333.28TC 334.42BC 333.92TC 334.43BC 333.93TC 334.68BC 334.18TC 334.40BC 333.90333.94333.95TC 334.05BC 333.55TC 334.01BC 333.51TC 332.89BC 332.39TC 332.79BC 332.29TC 333.07BC 332.57334.00333.89333.89334.00334.00333.44332.27332.31TC 333.15BC 332.65330.23330.28333.36333.33333.50TW 333.07TW 332.97TW 333.23BW 332.52BW 331.84BW 331.76BW 331.60332.48332.53331.44331.39331.37331.32330.87330.82330.87331.44 ME331.37TC=BC 330.80TC=BC 330.74 ME330.83TC=BC 330.48TC=BC 330.41 ME330.52 METC 332.32BC 331.82330.59 ME332.61332.56333.58 ME333.85333.70333.83334.00TW 332.91TW 332.78BW 332.17333.25332.95332.67334.00334.00334.00333.83TC 331.49BC 330.99TC 332.95BC 332.45TC 333.04BC 332.54TC 333.92BC 333.42TC 332.26BC 331.76TC 332.20BC 331.70TC ±331.38 MEBC ±330.88 METC 331.13BC 330.63333.33333.95333.70333.63333.81333.78333.88333.94333.94334.00333.77334PROP. YARD DRAINTF=333.50INV. OUT=332.00PROP. ROOFDRAINPROP. ROOFDRAININV.:331.80PROP. ROOFDRAININV:331.67PROP. ROOFDRAININV:331.54PROP. CB 1GRT=332.25INV. =329.68PROP. CB 1GRT=331.15INV. =329.371:50 (2.0%) MAX SLOPEWITHIN ADA PARKINGSPACESRIDGE LINE42' - 6" HDPE, S=0.4%333.58333.64333.68333.88333.92333.92334.00334.00334.00333.95DEALERDOORW W W W W WWWWWWW334 GGG333.94333.95333.89333.89334.00334.00333.44333.25334.00PROP. ROOFDRAIN1"=20'02051020THIS PLAN TO BE UTILIZED FOR SITEGRADING PURPOSES ONLY·THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLYSCALE: 1"=10'C1.1SITE GRADING PLAN REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.SITE CONDITIONS BASED UPON SURVEY PROVIDED FIELD VERIFY EXISTING CONDITIONS BYDETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. NOTIFYENGINEER IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATED HEREIN.ACCESSIBLE PARKING AREAS TO SLOPE 2% MAXIMUM IN ALL DIRECTIONS. DESIGNATEDACCESSIBLE ROUTE TO SLOPE 5% MAXIMUM IN DIRECTION OF TRAVEL WITH 2% MAXIMUMCROSS SLOPE.AGENERAL NOTESBCNOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS LEGEND.SYMBOLS LEGENDEXISTING CONTOUR LINENEW CONTOUR LINENEW SPOT ELEVATION100TC=100.00BC=99.5099.50PLAN REFERENCESADA AREA ENLARGEMENTDEALER DOOR AREAENLARGEMENTSCALE: 1"=10'05/15/17B160247PROJECT: NEW O'REILLY AUTO PARTS STORE 682 GLEN STREET QUEENSBURY, NY 12804VR RWOCORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 (417) 862-2674 TELEPHONE AUTO PARTS W.D. GOEBELNEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TM17 COMPUTER DRIVE WEST, ALBANY, NY 12205PHONE: (518) 438-9900 SCALE:CAD I.D.:AS NOTEDB160247ss0035 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02043 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com09/25/19PR 3PR 3PR 3PR 3 GLEN STREETMAP 302.7, BLOCK 1, LOT 27N/F LANDS OFMETA R. MURRAYBK 668, PG 324ZONE: (CI) COMMERCIAL INTENSIVE#5 GLENDALE DRSCHEDULE "A" EXCEPTED PARCELBK 490, PG 97MAP 302.7, BLOCK 1, LOT 25N/F LANDS OFMETA R. MURRAYDB 675, PG 187ZONE:(CI) COMMERCIAL INTENSIVE#4 GLENDALE DRMAP 302.7, BLOCK 1, LOT 24N/F LANDS OFMETA R. MURRAYBK 668, PG 326ZONE:(CI) COMMERCIAL INTENSIVE#2 GLENDALE DRMAP 302.7, BLOCK 1, LOT 23N/F LANDS OFCARLO R.A. CEDRONE &ANTHONY R. PITIBK 1200, PG 199ZONE: (CI) COMMERCIAL INTENSIVE#686 GLEN STMAP 302.7, BLOCK 1, LOT 29N/F LANDS OFJOSEPH G. & CECILIA A. MONSOURBK 1309, PG 26ZONE: (CI) COMMERCIALINTENSIVE#676 GLEN ST25' REAR SETBACK75' FRONT SETBACK 25' REAR SETBACK75' FRONT SETBACKMAP 302.10, BLOCK 1, LOT 7N/F LANDS OFGLEN STREET, LLCBK 1073, PG 94ZONE: (CI) COMMERCIALINTENSIVE#677 GLEN ST(AKA ROUTE 9)(AKA GLENS FALL - LAKE GEORGE HIGHWAY)(STATE HIGHWAY LAYOUT NO. 417)(VARIABLE WIDTH)(ASPHALT ROADWAY - SPEED LIMIT 30 MPH)(VARIABLE WIDTH)(ASPHALT ROADWAY - NO SPEED LIMIT POSTED)GLENDALE DRIVEN49°26'00"E212.60'S40°26'18"E143.85'N34°53'34"W98.00'S51°09'00"W246.00'N09°00'47"W45.72'EGRESSDOOR61036DEALERDOORO'REILLY AUTO PARTS86'-4" X 86'-4"SQ. FT. = ±7,453 SFSR2 5 'R25'R 5 'R5'R5'R15'R10'27.3'37.5'3535312222333445677789101112131314151515151618182123232328282052224252626262644427292930173131313131313131321433R3'R5'22343435353640403938193731313341354REFER TO DRIVEWAY INSETON THIS SHEET FOR DRIVEWAY DETAIL8.0'(3) SP @9' = 27'8.0'18.0'(TYP)18.0'(TYP)30.0'(TYP)20.0'(TYP)(6) SP @9' = 54'18.0'(TYP)4.0'(6) SP @9' = 54'5.0'24.0'(TYP)5.0'(4) SP @9' = 36'70.3'5.0'(5) SP @9' = 45'26.3' (VARIES) 28.2' (VARIES)29.1'24.0'86.3'86.3'60.1'19.3'25.1' (VARIES) 23.6' (VARIES)8.6'23.0'424384.4'44R2 5 'R25'30.0'(TYP)5.8'5.0'5.0'5.1'PROPERTY BOUNDARYGLEN STREET(AKA ROUTE 9)(AKA GLENS FALL - LAKE GEORGE HIGHWAY)(STATE HIGHWAY LAYOUT NO. 417)(VARIABLE WIDTH)(ASPHALT ROADWAY - SPEED LIMIT 30 MPH)353516182328444272929311434343535313133354431"=20'02051020C2.1SITE DEVELOPMENT PLAN ALL ON SITE CONCRETE TO BE 4,000 PSI.SITE DIMENSIONS TO FACE OF CONCRETE FOUNDATION, SIDEWALK, CURB GUTTER LINE,PROPERTY LINE, OR CENTER LINE OF STRIPING UNLESS OTHERWISE NOTED.REFER TO STRUCTURAL DRAWINGS FOR BUILDING DIMENSIONS AND LAYOUT OF SIDEWALKSADJACENT TO BUILDING PERIMETER.PRIOR TO INSTALLATION, CONTRACTOR TO VERIFY LOCATIONS OF LIGHT POLES, LANDSCAPING,AND UTILITIES DO NOT CONFLICT WITH SITE SIGN LOCATION SHOWN. IF CONFLICT ISDISCOVERED, CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE PRIOR TO PROCEEDINGWITH THE WORK.ALL SIGNS WITHIN THE NYSDOT RIGHT-OF-WAY SHALL BE INSTALLED PER NYSDOT STANDARDSAND SPECIFICATION.AGENERAL NOTESKEY NOTESBCD1CONCRETE PAVING (STANDARD DUTY)ASPHALT (MEDIUM DUTY) IN PARKING AREAS, (HEAVY DUTY) IN DRIVE AREAS.CONCRETE CURB AND GUTTERCONCRETE SIDEWALKCONCRETE SIDEWALK OR DOOR LANDING. LANDING MAY BE POURED MONOLITHIC WITH PAVING IFCONCRETE PAVING IS PROVIDED.ACCESSIBLE PARKING SYMBOL PAVEMENT STRIPING.STEEL BOLLARD. PROVIDE (2) AT REFUSE CONTAINER AREA, (2) AT SECTIONAL OVERHEAD FREIGHT DOOR,AND (9) AT FRONT ENTRY.ACCESSIBLE PARKING SIGN.DETECTIBLE WARNING SURFACE.PROPOSED STORMWATER MANAGEMENT AREAACCESSIBLE PARKING SPACE WITH ACCESSIBLE AISLE (ADA COMPLIANT) TO SLOPE 2% MAXIMUM IN ALLDIRECTIONS. PROVIDE PAVEMENT MARKINGS TO MATCH STRIPING COLOR UNLESS OTHERWISEREQUIRED TO COMPLY WITH GOVERNING ACCESSIBILITY REGULATIONS.REFUSE ENCLOSURE.CONCRETE WHEEL STOP, ANCHORED TO PAVING.LIGHT POLE.4" WIDE PAVEMENT STRIPING - YELLOW (2 COATS).SITE SIGN. SIGN OWNER FURNISHED AND INSTALLED (REFER TO SCOPE OF WORK SCHEDULE).PROP. RETAINING WALLSTOP SIGN AND STOP BAR. ALL SIGNS WITHIN THE STATE R.O.W. SHALL BE INSTALLED PER NYSDOTSTANDARDS AND SPECIFICATIONSPROP. LEVEL SPREADER WITH 4' WIDE RIP-RAPPROP. BIKE RACKPEDESTRIAN CROSSING SIGNPROP. RIP-RAPPAINTED TRAFFIC ARROWPROP. YARD DRAINPROP. CLEANOUTPROP. ROOF DRAINPROP. ACCESSIBLE RAMPPROP. SAWCUTPROP. LANDINGPROP. CROSSWALKPROP. TRANSITION CURBPROP. SANITARY SEWER MANHOLEPROP. INLET STRUCTUREPROP. FLUSH CURBPROP. GRANITE CURB WITHIN THE NYSDOT RIGHT-OF-WAYPROP. FLARED END SECTIONPROP. STANDPIPEPROP. "DEAD END" SIGN (MUTCD W14-1A WITH RIGHT ARROW) MOUNTED BELOW STOP SIGNPROP. "DEAD END" SIGN (MUTCD W14-1)PROP. "NO PARKING " SIGN (MUTCD R7-1 WITH DOUBLE ENDED ARROW)PROP. 2' WIDE RIP-RAPPROP. CONCRETE CURBEXISTING SUMMER TROLLEY SIGN TO REMAIN. GC TO COORDINATE TEMPORARY SIGN RELOCATION OFTROLLEY STOP (IF NEEDED) WITH THE TRANSPORT COMPANY.PROP. BUILDING MOUNTED "NO PARKING" SIGN2345678910111213141516171920211822·THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLYPLAN REFERENCESPRIOR TO CONTRACT CLOSEOUT, CONTRACTOR SHALL SECURE THE SERVICES OF AREGISTERED LAND SURVEYOR TO PROVIDE SITE SURVEY OF COMPLETED PROJECT CONDITIONSAND SUBMIT FOR REVIEW AND APPROVAL BY OWNER. REFER TO PROJECT MANUAL FORADDITIONAL REQUIREMENTS.SPECIAL NOTE23242526NOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS LEGEND.NEW BUILDING CONSTRUCTIONAREA OF CONCRETENEW POLE SIGN LOCATIONNEW CONCRETE BUMPER BLOCKNEW LIGHT POLE LOCATIONSYMBOLS LEGEND2728ZONING ANALYSIS TABLEPROPOSEDMIN. SIDE SETBACKZONING DISTRICTMINIMUM LOT AREAZONE CRITERIAMAXIMUM BUILDING HEIGHT1 ACRE (43,560 SF)REQUIREDMIN. FRONT SETBACKPARKING CRITERIAAUTO PARTS SUPPLY = 5 SPACE PER 1000 SF OF GFA5*7,453 SF / 1000 SF = 38 SPACES REQUIREDACCESSIBLE PARKING= 1-25 SPACES REQUIRE 1 ACCESSIBLE SPACE [1 PROVIDED]MINIMUM LOT FRONTAGEEXISTING50 FT40 FT75 FT20 FT MIN/50 FT TOTAL+/-0.76 ACRES (33,173 SF)+/-143.7 FT+/- 20.2 FT+/-12.7 FTN/A (CORNER LOT)+/-0.76 ACRES (33,173 SF)*+/-143.7 FT+/-24.0 FT** N/A (CORNER LOT)+/-18 FTCI - COMMERCIAL INTENSIVE; UNDERGROUND UTILITY OVERLAY; TRAVEL CORRIDOR OVERLAY; THELOWER ROUTE 9 DESIGN AREA. AUTO PARTS RETAIL - SUBJECT TO SITE PLAN REVIEWPARKING SPACES383925**(10' x 20') MINIMUM LOT DEPTH200 FT212.6 FT212.6 FTMIN. REAR SETBACK25 FT+/- 92.3 FT+/-29.1 FT293005/15/17B160247PROJECT: NEW O'REILLY AUTO PARTS STORE 682 GLEN STREET QUEENSBURY, NY 12804VR RWOCORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 (417) 862-2674 TELEPHONE AUTO PARTS W.D. GOEBELNEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TM17 COMPUTER DRIVE WEST, ALBANY, NY 12205PHONE: (518) 438-9900 SCALE:CAD I.D.:AS NOTEDB160247ss0035 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02043 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com09/25/19MINIMUM LOT WIDTH150 FT+/-143.8 FT+/-143.8 FT** EXISTING NON-CONFORMANCE** VARIANCE/WAIVER GRANTED BY THE TOWN OF QUEENSBURY ZONING BOARD OF APPEALS ON JUNE 21, 2017.313233GREENSPACE 30%32.1%32.1%MEDIUM DUTY AREA OF ASPHALT PAVEMENT HEAVY DUTY AREA OF ASPHALT PAVEMENT 34353637383940E41DRIVEWAY INSETSCALE: 1"=10'42PR 3PR 3PR 3PR 3PR 3PR 3PR 34344PR 3 05/15/17B160247PROJECT: NEW O'REILLY AUTO PARTS STORE 682 GLEN STREET QUEENSBURY, NY 12804VR RWOCORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 (417) 862-2674 TELEPHONE AUTO PARTS W.D. GOEBELNEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TM17 COMPUTER DRIVE WEST, ALBANY, NY 12205PHONE: (518) 438-9900 SCALE:CAD I.D.:AS NOTEDB160247ss0035 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02043 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com09/25/19C2.2SITE DEVELOPMENT DETAILS SCALE:CONCRETEPAVING SECTIONN.T.S.1C2.2SCALE:CONCRETESIDEWALK SECTIONN.T.S.4C2.2SCALE:CONCRETECURB SECTIONN.T.S.3C2.2SCALE:ACCESSIBLEPARKING SYMBOLN.T.S.15C2.2SCALE:STEEL BOLLARD SECTION6C2.2N.T.S.SCALE:ACCESSIBLE PARKING SIGN7C2.2N.T.S.SCALE:STRIPING DETAILSN.T.S.5C2.2SECTIONEND OF PARKINGSPACE2'-6" MIN. TOEDGE OFPAVEMENTORCURBLINEBASE AS SPECIFIEDPARKINGSURFACE ASSPECIFIED6' LONG PRECASTCONC. WHEELSTOPW/2-#4 BARS CONT.5'-9" LONG (PAINTEDTRAFFIC YELLOW)2-#4 BARS THRUWHEEL- STOP & PVMT.MIN 30" LONG. ONCONC. PVMT. USEEPOXY BONDINGAGENT INSTEAD OFREBAR30"6'-0"6"10-3/8"NOTES:1.) REFER TO PLAN SET FOR LOCATIONS OF PROPOSED WHEELSTOPS.2.) CONCRETE WHEELSTOPS SHALL BE PAINTED TRAFFIC YELLOW SO AS TOCONTRAST WITH PAVEMENT SURFACE. WHEELSTOPS MUST BEPERPETUALLY MAINTAINED AND REPAINTED BY PROPERTY OWNER ORPARTY RESPONSIBLE FOR SITE MAINTENANCE.2'-6" MIN.PLACEMENT PLANEDGE OFPAVEMENT ORCURBLINECONCRETEBUMPER(PAINTED TRAFFICYELLOW)PARKING SPACESTRIPING (4"WIDE)0.25'45°0.50'0.86'6"10 3/8"2-#4 REBARS (HOOK ON TOP)2-#4 REBARS (MINIMUM)PRECAST CONCRETE BUMPER (PAINTED TRAFFIC YELLOW)FACEPARKING STALL STRIPING(90° PARKING)90°CURB4" YELLOW PAINTSTRIPE TYP.(SEE SITE PLAN)(SEE SITE PLAN)2'-6"1'-0"1'-0"4'-6"2'-2"1'-10" 4'-0"YELLOW PAINTED TRAFFICARROW DETAIL6"12"1.8'-0"3'-0"BOLLARD:STANDARD 4" INSIDE DIAMETERSTEEL PAINT CUSTOM GREEN.REFER TO EXTERIOR FINISH SCHEDULE.CONCRETE PAD OR SIDEWALK:REFER TO SITE DEVELOPMENT FOR LOCATION AND TYPE.CONCRETE FOOTINGDIAMETERCONCRETE FILLSCALE:CONCRETE WHEEL STOP12C2.2N.T.S.2'-0"PLAN DIMENSION REFERENCE 1'-0"6"8"4"3"6"NOTE: CONTRACTOR'S OPTION TO POURINTEGRAL (MONOLITHIC) CURB AND PAVING.WHERE PAVING POURED SEPARATE, PROVIDEKEY-WAY OR #4 X 1'-0" DOWELS AT 48" O.C.4" 6"12" 4"PROVIDE CONTROL JOINTS AT 12' O.C.(25% SLAB THICKNESS)6" THICK CONCRETE PAVING (CONCRETE CLASS C W/MINCOMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS) WITH6X6-W2.0XW2.0 WWF (PLACED AT MID HEIGHT OF SLAB)AGGREGATE BASE COURSE(NYSDOT SECT. 304, ITEM 304.12, TYPE 2)COMPACTED SUB GRADEPROVIDE CONTROL JOINTS AT 10' O.C.(25% SLAB THICKNESS)PAVING, REFER TO SITE DEVELOPMENTPLAN FOR LOCATION AND TYPE.(3) #4's CONT. W/ 3" MIN. COVER#4 TIE BARS AT 48" O.C.PROVIDE TOOLED CONTROL JOINTS AT 6' O.C.( 25% SLAB THICKNESS ) AND ISOLATION JOINTSAT 24' O.C., UNLESS OTHERWISE NOTED.4" THICK CONCRETE SIDEWALK W/6 X 6 W1.4 x W1.4 WWFCOMPACTED SUB BASECOMPACTED SUB GRADECONTROL JOINTREFER TO GEOTECHNICAL ENGINEER FOR PAVEMENT SPECIFICATIONS40"± 9" R 12" RRESERVEDPARKING1'-0"GREEN LETTERSWHITE BACKGROUNDAZURE BLUE1'-6" 48" MIN.2"18"2'-6"DIA.1'-0"1'-6"TIMEANYNOPARKINGMUTCD NO: P1-7MUTCD NO. R7-8NOTE:PROVIDE ADDITIONAL ACCESSIBLE FINE SIGNAGEAS REQUIRED BY STATE AND LOCAL REGULATIONS.6" DIA. SCH. 80 PIPE COLUMN FILLED WITH CONCRETE.PROVIDE 42" H. "POST GUARD" OSHA YELLOW COVER.3000 PSI CONC.FOOTING W/ #6 BARS X1'-2" LONG EACH WAYTHROUGH PIPINGNOTE: ALL LETTER AND SYMBOL SIZESSHALL BE IN ACCORDANCE WITH THELATEST EDITION OF ANSI A 117.17' MIN. TO BOTTOM OF SIGN SCALE:ASPHALT PAVEMENT SECTION2C2.2N.T.S.HEAVY DUTY1.5"2.0"FINISHED GRADE12"1.5"2.5"12"MEDIUM DUTYBITUMINOUS CONCRETE TOP COURSENYSDOT SECT. 402, TYPE 12.5 F2 TOPCOURSE, HMA ITEM NO. 402.127202BITUMINOUS CONCRETE BINDER COURSENYSDOT SECT. 402, TYPE 19 F9 BINDER COURSE,HMA 402.197902AGGREGATE BASE COURSENYSDOT SECT. 304, ITEM 304.12, TYPE 2NYSDOT SECT. 500, CONCRETECLASS C PORTLAND CEMENTCONCRETE - MIN. 4,000 PSI AT 28DAYSNOTE: ACCESSIBLE SYMBOL PAINTSHALL CONFORM TO THE STRIPINGPAINT SPECIFIED AND SYMBOL SHALLBE CENTERED IN THE STALL.BLUE REFLECTIVEPAINT WHERE PAINTEDON PARKING SPACENOTE:1.TRUNCATED DOME SHALL CONTRAST VISUALLY WITH ADJOININGSURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT.2.CONTRACTOR TO INSTALL DETECTABLE WARNINGS WHENSIDEWALK INTERSECTS A HAZARDOUS VEHICULAR AREA.3.DOMES SHALL HAVE A BASE DIAMETER OF 0.9 IN (23 mm) MIN. TO1.4 IN (36 mm) MAX, AND A TOP DIA. OF 50% TO 65% MAX. OF THEBASE DIA.4.TRUNCATED DOMES SHALL HAVE A HEIGHT OF 0.2" (5.1 mm).5.TRUNCATED DOMES SHALL HAVE A CENTER TO CENTERSPACING OF 1.6 IN (41 mm) MIN. AND 2.4 IN. (61 mm) MAX. AND ABASE TO BASE SPACING OF 0.65 IN. (16.5 mm) MIN., MEASUREDBETWEEN THE MOST ADJACENT DOMES ON THE GRID.(REFER TO SHEET C2.1)24"0.65 IN. MIN. 16.5 mm1.6 - 2.4 IN.41 - 61 mm1.6 - 2.4 IN.41 - 61 mmELEVATION (ENLARGED)50%-65% BASE DIAMETER..0.2 IN.5 mm.0.9 -1.4 IN.23 -36 mmDETECTABLE WARNINGS SHALL EXTEND THEFULL WIDTH AND 24" DEPTH OF THE CURB RAMPSCALE:DETECTIBLE WARNING DETAIL13C2.2N.T.S.REFER TO GEOTECHNICAL ENGINEER FOR PAVEMENT SPECIFICATIONS1'-0"1'-0"TYP.2'-0"TYP.SCALE:CROSSWALK DETAIL9C2.2N.T.S.SEE PLAN6" CURB REVEAL24"WHEELCHAIR RAMPSIDEWALK7.5% MAX.1.5% MAX "LEVEL LANDING"3'-3" MIN. RAMP OPENINGHIGH SIDE TRANSITION = 15' MAX.DETECTABLE WARNING PANELSCALE:TYPICAL ACCESSIBLE RAMP11C2.2N.T.S. 2. SIGNS TO PLACED AS SHOWN ON THE PLANS. CONTROL DEVICES (MUTCD) AND LOCAL CODE FOR COLOR, SIZE, REFLECTIVITY, AND HEIGHT.NOTES: 1. ALL SIGNS SHALL CONFORM WITH THE MANUAL ON UNIFORM TRAFFICSCALE:PEDESTRIAN CROSSING SIGN8C2.2N.T.S.3. FOR SIGNS NOT PROTECTED BY CURB PLACE STEEL POLE IN BOLLARDPER THE ACCESSIBLE PARKING SIGN DETAIL.1.CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVERUBBED FINISH AND SURFACE SHALL BE TREATED WITH A CONCRETEPENETRANT/SEALER.2.THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH.3.THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLORAND FINISH.4.CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY ASPOSSIBLE.5.EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET (20') ONCENTER USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 1/2 INCH.6.CURB SHALL BE BACKED WITH CONTINUOUS CONCRETE A MINIMUM OF 6" WIDE BY 10" TOTOP OF PAVEMENTNOTE:TOPSOIL 6"6"12"6"MIN.7"6" MIN 6"MIN.COMPACTEDSUBGRADEBITUMINOUSCONCRETESURFACE COURSEGRAVEL BASE COURSEBITUMINOUSCONCRETE BASECOURSE34" RADIUSFINISH GRADEBACKFILLCONTINUOUS CONCRETEBACKING TO TOP OFPAVEMENT (10" MIN.; ANYCLASS CONCRETE)SCALE:NYSDOT PRECAST CONCRETE CURB16C2.2N.T.S.NYSDOT TYPE VF150VERTICAL FACEDCURBSCALE:NYSDOT STOP SIGN DETAIL 10C2.2N.T.S.30"30"5'-0" ABOVE GROUND MUTCD R3-2WHITE BACKGROUND - HIGH VISIBILITYSHEETING (NYSDOT ITEM #645.5202)TYPE A SIGN POST, GALVANIZED,BI-DIRECTIONAL BREAKAWAY BASE(NYSDOT ITEM #645.81)1'-4"3'-0"7'-0"SCALE:STOP BAR DETAIL 14C2.2N.T.S.NYSDOT PAY ITEM # 685.11 (WHITE)1'-4"6"6"4''4''SCALE:BICYCLE RACK DETAIL17 C2.2N.T.S.BASE PLATE/ANCHOR BOLTSPER MANUFACTURER SPECS.BASE PLATE/ANCHOR BOLTSPER MANUFACTURER SPECS.SECTIONPLANPAVEMENTSEE SITE PLANSEE PLANW12"1.5% ±0.5%NOTE:1. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT 20' O.C.2. ALL JOINTS SEALED PER SPECIFICATIONS.CONTRACTION JOINTS SPACE TOBE EQUAL TO SIDEWALK WIDTHLAWN/LANDSCAPED AREASCOMPACTED SUBGRADE12" OF GRAVEL BORROW4" AIR ENTRAINED CONC.4,000 P.S.I. @ 28 DAYSCLASS 'D' CONCRETE (ITEM#557.13) WITH FIBER MESHPROP. CURB FLUSH WITHWALKWAY9 CAPACITY WAVE BICYCLE RACKAS MANUFACTURED BY JAYPROSPORTS EQUIPMENTMODEL #: HDWBR-9SCALE:SIDEWALK DETAIL WITHIN NYSDOT ROW17 C2.2N.T.S.PR 3PR 3 05/15/17B160247VRRWONEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TMSCALE:CAD I.D.:AS NOTEDB160247ss0007/24/17C2.3REFUSE ENCLOSURE DETAILS 05/15/17B160247VRRWONEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TMSCALE:CAD I.D.:AS NOTEDB160247ss0007/24/17C2.4NYSDOT TRAFFIC DETAILSSCALE:NYSDOT WORKZONE TRAFFIC CONTROL PLANS1C2.4N.T.S. 05/15/17B160247PROJECT: NEW O'REILLY AUTO PARTS STORE 682 GLEN STREET QUEENSBURY, NY 12804VR RWOCORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 (417) 862-2674 TELEPHONE AUTO PARTS W.D. GOEBELNEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TM17 COMPUTER DRIVE WEST, ALBANY, NY 12205PHONE: (518) 438-9900 SCALE:CAD I.D.:AS NOTEDB160247ss0035 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02043 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com09/25/19C2.5NYSDOT TRAFFIC DETAILSSCALE:NYSDOT WORKZONE TRAFFIC CONTROL PLANS2C2.4N.T.S.NOTES:THERE SHALL NOT BE TEMPORARY LANE CLOSURES ON THE FOLLOWING DATES:20192020MAY 24-28MAY 22-26JULY 3-5JULY 3-6AUG. 30 - SEPT. 3 SEPT. 4 - SEPT. 3NOV. 27 - DEC. 2. NOV. 25 - NOV 30DEC. 24 - 26DEC. 24 - 28DEC. 28 - JAN. 2DEC. 31 - JAN. 2THERE SHALL BE NO TEMPORARY LANES CLOSURES ON ROUTE 9 ON THE FOLLOWING DAYS AND TIMES: MONDAY-FRIDAY : 6:00 A.M. THROUGH 9:00 A.M. 3:00 P.M. THROUGH 6:00 P.M.THE DEPARTMENT RETAINS THE RIGHT TO CANCEL ANY WORK OPERATIONS INCLUDING LANE CLOSUREAND/OR TOTAL ROAD CLOSURE THAT WOULD BE AFFECTED BY UNFORESEEN MAJOR EVENTS THAT MAYCREATE TRAFFIC DELAYS SEVEN (7) CALENDAR DAYS PRIOR TO THE PROPOSED WORK. SPECIFIC DATESARE YET TO BE DETERMINED.PEDESTRIAN ACCOMMODATIONS MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.THE TOWN OF QUEENSBURY MUST BE NOTIFIED PRIOR TO ANY LANE CLOSURES.5. REFER TO SPECIAL NOTES ON SHEET THIS SHEET FOR TEMPORARY LANE CLOSURE RESTRICTIONS FOR MAJORHOLIDAYS.PR 3 S F SF SF SFSFSFSFSFSFSFSFPROP. INLETPROTECTION (TYP.)TEMP. SETTLING BASINSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF GC TO CONSTRUCT TEMP. DIVERSION DITCHESAS NEEDED TO DIRECT STORMWATER FROMDISTURBED AREAS TO TEMP. SETTLING BASIN(TYP.)331332333TEMP. SETTLING BASINPROP. SILT FENCE (TYP)PROP. SILTFENCE (TYP)PROP. SILTFENCE (TYP)DISTURBED AREA=+/-0.80 ACRESPROP. SAWCUT(TYP)PROP. SAWCUT(TYP)PROP. LIMIT OFWORK (TYP)PROP. LIMIT OFWORK (TYP)PROP. LIMIT OFWORK (TYP)PROP. FILTER SACKINLET PROTECTION30.0'50.0'PROP.CONSTRUCTIONENTRANCET T T T T T T TTTTTTTE&T E&T E&T E&T E&T E&T E&T E&TE&TE&TE&TE&TE&TE&TG G G G G GGGGGGGGGSSSSSSSSSSSW W W W W WWWWWWWWWWWWWSFSFSFSFSFSFPROP. SILT FENCE (TYP)SFSFSFSFSFPROP. FILTER SACKINLET PROTECTION05/15/17B160247VRRWONEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TMSCALE:CAD I.D.:AS NOTEDB160247ss0007/24/17C3.1EROSION CONTROL PLAN 1. RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIALWASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT OFF-SITE FACILITIES. CHECK ADJACENT AREASDAILY AND PICK UP CONSTRUCTION WASTE MATERIALS AND DEBRIS THAT HAVE BLOWN OR WASHED OFFSITE.2. PERMANENTLY STABILIZE ALL SURFACE AREA WITHIN AND ADJACENT TO THIS SITE THAT IS DISTURBEDBY VEHICLES, GRADING AND OTHER CONSTRUCTION FOR THE PROPOSED FACILITY. STABILIZATION ISOBTAINED WHEN THE DISTURBED SURFACE IS COVERED WITH STRUCTURES, PAVING AND OR PERENNIALVEGETATION HAVING A UNIFORM COVERAGE DENSITY OF AT LEAST 70%. STABILIZATION OF ALLDISTURBED AREA IS REQUIRED BEFORE TERMINATING MAINTENANCE AND REMOVAL OF EROSIONCONTROL MEASURES.3. CONTRACTORS SHALL INSPECT POLLUTION CONTROL MEASURES AT LEAST ONCE EVERY 14 DAYS ANDWITHIN 24 HOURS AFTER A STORM EVENT OF 1/2 INCH OR GREATER. DAMAGED MEASURES THAT PROVETO BE INEFFECTIVE SHALL BE REPLACED WITH MORE EFFECTIVE MEASURES OR ADDITIONAL MEASURESWITHIN SEVEN DAYS. REPEATED FAILURE OF A CONTROL MEASURE REQUIRES INSTALLATION OF A MORESUITABLE DEVICE TO PREVENT DISCHARGE OF POLLUTANTS FROM THE CONSTRUCTION SITE.4. INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY CODE.CONTRACTOR TO VERIFY REQUIREMENTS PRIOR TO BEGINNING ANY WORK ON PROJECT SITE.5. CARE SHALL BE TAKEN TO MINIMIZE THE ENCROACHMENT OF SEDIMENT INTO ALL STORM DRAINAPPURTENANCES, PUBLIC STREETS, AND ONTO PRIVATE PROPERTY UNTIL IMPERVIOUS MATERIAL(ROAD/PARKING AREA SURFACE) IS APPLIED OR UNTIL PROPOSED LANDSCAPE HAS BEEN ESTABLISHED.6. REFER TO SITE DETAILS FOR SILT FENCE CONSTRUCTION.7. ALL GRASS SLOPES WHICH EXCEED 3:1 (H:V) SHALL UTILIZE CONTECH CONSTRUCTION PRODUCTSPERMANENT TURF REINFORCEMENT MATS C35 OR APPROVED EQUAL. MATS SHALL BE INSTALLED PERMANUFACTURER'S SPECIFICATIONS AND STANDARDS. CONTRACTOR SHALL COORDINATE INSTALLATIONINSPECTION WITH MANUFACTURER.EROSION CONTROL &MAINTENANCE PLANNOTESSTAGE OFCONSTRUCTION NOTES1. CONSTRUCTION EGRESS SHALL BE 25' MINIMUM WIDTH AND 50' MINIMUM LENGTH AND 6" MIN THICKNESSOF STONE (1.5"-3.5") COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER. REFER TO VILLAGE OR STATEFOR ANY ADDITIONAL REQUIREMENTS.2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUDONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1.5-3.5 INCH STONE, ASCONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE USED TO TRAP SEDIMENT.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYSOR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.3. WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHENWASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED STONE WHICH DRAINS INTO ANAPPROVED SEDIMENT TRAP OR SEDIMENT BASIN LOCATED PER CITY OR STATE REQUIREMENTS.CONSTRUCTION EGRESSNOTESTHE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED:1.INSTALLATION OF STABILIZED CONSTRUCTION ENTRANCE/EXIT (AS SHOWN)2.INSTALLATION OF EROSION CONTROL BARRIER ( SILT FENCE) (AS SHOWN)3.INSTALLATION OF INLET PROTECTION IN STREET (AS SHOWN, IF APPLICABLE)4.DEMOLITION OF EXISTING SITE STRUCTURES (SEE DEMOLITION PLAN)5.DEMOLITION OF EXISTING SITE PAVEMENT AND AMENITIES (SEE DEMOLITION PLAN)6.CLEARING AND GRUBBING7.INSTALLATION OF TEMPORARY SWALES AND SEDIMENT BASINS8.EARTHWORK AND EXCAVATION/FILLING AS NECESSARY9.CONSTRUCTION OF UTILITIES10.STABILIZE PERMANENT LAWN AREAS AND SLOPES WITH TEMPORARY SEEDING11.INSTALLATION OF INLET PROTECTION OF ONSITE UTILITIES (AS SHOWN)12.CONSTRUCTION OF BUILDINGS13.CONSTRUCTION OF ALL CURBING AND LANDSCAPE ISLANDS AS INDICATED ON THE PLANS14.SPREAD TOPSOIL ON SLOPED AREAS AND SEED AND MULCH15.FINAL GRADING OF ALL SLOPED AREAS16.PLACE 6" TOPSOIL ON SLOPES AFTER FINAL GRADING COMPLETED. FERTILIZE, SEED, AND MULCHSEED MIXTURE TO BE INSTALLED AS REQUIRED.17.REMOVAL OF THE TEMPORARY SEDIMENT BASINS18.PAVE PARKING LOT19.INSTALL APRON ON RT. 920.LANDSCAPING PER LANDSCAPING PLAN21.REMOVE EROSION CONTROLS AS DISTURBED AREAS BECOME STABILIZED TO 80% STABILIZATION ORGREATER.xREFER TO EROSION CONTROL DETAILS FOR ADDITIONAL EROSION NOTES & DETAILSxTHIS PLAN TO BE UTILIZED FOR EROSION PURPOSES ONLYPLAN REFERENCES1"=20'02051020 05/15/17B160247VRRWONEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TMSCALE:CAD I.D.:AS NOTEDB160247ss0007/24/17C3.2EROSION CONTROL DETAILS 1.ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSIONCONTROL MANUAL.2.THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUMTIME. AREAS SHALL BE PERMANENTLY STABILIZED WITHIN 15 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OFINITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZEDWITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS).3.SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THECONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATERTHAN 15% AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%.4.INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPERINSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5.5.ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWINGANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION.SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACHAPPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BYTHE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY TURF.6.NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1).7.IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH(DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDINGPERIOD.8.TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRSTKILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS.9.DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO THE SITE AND REGRADED ONTO OPEN AREAS.10.REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREASNOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS:10.1.SIX INCHES OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE.10.2.APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, ORWHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PERACRE (138 LB PER1,000 SF).10.3.FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE,5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKYBLUE-GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN QUALITYSOD MAY BE SUBSTITUTED FOR SEED.10.4.STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIEDFOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMB PLUS WILL BE USED ON STRAW MULCH FOR WIND CONTROL.11.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS STABILIZED.12.WETLANDS WILL BE PROTECTED W/strawBALES AND/OR SILT FENCE INSTALLED AT THE EDGE OF THE WETLAND OR THE BOUNDARY OFWETLAND DISTURBANCE.13.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS.14.ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TOEACH STORM IF NOT BEING ACTIVELY WORKED,MULCHLOCATIONMULCHRATE (1000 SF)PROTECT AREASTRAW 100 POUNDSWINDY AREASHREDDED OR CHOPPED CORNSTALKS185-275 POUNDSSTRAW (ANCHORED)*100 POUNDSMODERATE TO HIGHJUTE MESH OR EXCELSIOR MATAS REQUIREDVELOCITY AREAS ORSTEEP SLOPESGREATER THAN 3:1GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT)* A HYDRO-APPLICATION OF WOOD, OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE BINDER SUCH AS CURASOL OR RMBPLUS SHALL BE USED ON STRAW MULCH FOR WIND CONTROL.MULCH ANCHORINGANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE);CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROADDITCHES MAY BE PERMITTED.1.WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15.2.WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT NO MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION ATANY ONE TIME.3.EXPOSED AREA SHOULD BE LIMITED TO THAT WHICH CAN BE MULCHED IN ONE DAY PRIOR TO ANY SNOW EVENT.4.CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREABEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTEDIN ITEM 2 ABOVE.5.AN AREA SHALL BE CONSIDERED TO HAVE BEEN STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW ORstraw AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELYANCHORED BY AN APPROVED ANCHORING TECHNIQUE.6.BETWEEN THE DATES OF OCTOBER 15 AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. DURING PERIODS OF ABOVE FREEZINGTEMPERATURES THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED AND MULCHEDUNTIL SUCH TIME AS THE FINAL TREATMENT CAN BE APPLIED. IF THE DATE IS AFTER NOVEMBER 1ST AND IF THE EXPOSED AREA HAS BEENLOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200 - 300% HIGHER THAN SPECIFIEDFOR PERMANENT SEED AND THEN MULCHED. IF CONSTRUCTION CONTINUES DURING FREEZING WEATHER, ALL EXPOSED AREAS SHALL BECONTINUOUSLY GRADED BEFORE FREEZING AND THE SURFACE TEMPORARILY PROTECTED FROM EROSION BY THE APPLICATION OFMULCH. SLOPES SHALL NOT BE LEFT UNEXPOSED OVER THE WINTER OR ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESSTREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENTSURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF BALES OF straw OR STONE CHECK DAMS INACCORDANCE WITH THE STANDARD DETAILS.7.MULCHING REQUIREMENTS:7.1.BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING ORWOOD CELLULOSE FIBER.7.2.MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSEDTO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%.7.3.MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15% AFTER OCTOBER 1ST THE SAMEAPPLIES FOR ALL SLOPES GREATER THAN 8%.8.AFTER NOVEMBER 1ST THE CONTRACTOR SHALL APPLY DORMANT SEEDING OR MULCH AND ANCHORING ON ALL BARE EARTH AT THE ENDOF EACH WORKING DAY.9.DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TOPLACEMENT.10.STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANYDUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF.11.EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED.EROSION & SEDIMENT CONTROL NOTESEROSION CONTROL NOTES DURINGWINTER CONSTRUCTIONTEMPORARY STOCKPILE DETAIL13TYP. SILTATION FENCE DETAILTOE-IN METHODSPERSPECTIVE OF FENCEDETAIL OF POST ATTACHMENT(PRE-ASSEMBLED PRIOR TO INSTALLATION)INSTALLATION:1. EXCAVATE A 6"x 6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE.2. UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION).3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH BOTTOM.4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL. TOE-IN CAN ALSO BEACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND PILING & TAMP- ING FILL AT THE BASE.24" MIN.12" MIN.(12" MAX INROCKY SOIL) 35' MAXIMUM N.T.S.1:3 MAXIMUM SLOPECONSTRUCT SILT FENCE AROUND PERIMETER OF STOCKPILEWOOD OR PLASTIC SLATSTAPLED THROUGH FABRIC TOPOST1- 12" x 1-12" POSTFABRICSILT FENCE(3' WIDE) FABRICPOSTSLATFILTER FABRICBACKFILL6" MIN.LAPPOSTBACKFILLSTABILIZED CONSTRUCTION EXITPERCENT SLOPE OF ROADWAY0 TO 2%2% TO 5%>5%LENGTH OF STONE REQUIREDCOARSE GRAINED SOILSFINE GRAINED SOILS50 FT100 FTENTIRE ENTRANCE STABILIZED WITH FABC BASE COURSE (1)(1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.100 FT200FTCHART 1PLAN VIEWPROFILE VIEW"L" = 50' MIN. (SEE CHART 1)"L" = 50' MIN. (SEE CHART 1)PUBLIC R.O.W.2"-3" CLEAN ANGULARCRUSHED STONE(6" MIN. THICKNESS)EXISTING GROUNDFULL WIDTHOF ACCESS DRIVECONSTRUCTIONFENCE / GATES(AS APPLICABLE)PITCH TO DRAIN AWAY FROMPUBLIC RIGHT-OF-WAYPROVIDE GEOTEXTILE FILTERFABRIC UNDER STONE(MIRAFI 140N, OR EQUAL)SIDEWALK(OR SHOULDER)TRAVELEDWAYCONSTRUCTIONACCESSDRIVEGRADE TO DRAINAWAY FROMPUBLIC ROADWAYSEE EROSION CONTROL PLAN FORSITE SPECIFIC CONSTRUCTION PERIODSTORMWATER MANAGEMENT REQUIREMENTSPROVIDE CORNER ROUNDINGS(AS APPLICABLE FOR SITESPECIFIC CONDITIONS)5'MIN.MAINTENANCE NOTES:1.INSPECT STABILIZEDCONSTRUCTION ENTRANCE /ANTI-TRACKING PAD ANDSEDIMENT DISPOSAL AREAWEEKLY OR AFTER EVERYMAJOR RAIN STORM EVENT.2.WASH WATER (IF USED)SHALL BE DIRECTEDTOWARD A SEDIMENT TRAP,SUFFICIENTLY SIZED FORSPECIFIC SITE CONDITIONS.3.EXCESSIVELYMUD-CLOGGED STONESHALL BE REMOVED ANDREPLACED, AS NEEDED.N.T.S.STONE & BLOCK DROP INLETPROTECTION STRUCTUREAFTER EACH RAINFALL)GRATE (TO BE INSPECTED INSTALL FILTER FABRIC UNDER AFTER EACH RAINFALL)GRATE (TO BE INSPECTED INSTALL FILTER FABRIC UNDER CONSTRUCTION SPECIFICATIONS:4.3.2.1.MAXIMUM DRAINAGE AREA 1 ACRETHE 3 INCH STONE AS SHOWN ON THE DRAWINGS.FOR STONE STRUCTURES ONLY. A 1 FOOT THICK LAYER OF THE FILER STONE WILL BE PLACED AGAINST BLOCK ON A 2:1 SLOPE OR FLATTER.USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW THE TOP OF THE HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER CLOCK OPENINGS TO SUPPORT STONE.FOR SUPPORT.SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON IT'S SIDE FOR DEWATERING. FOUNDATION "DOUGHNUT DETAIL"STONE & BLOCK DROP3" STONE12"3:1 SLOPEPOOLTEMPORARY SEDIMENT2:1 SLOPE2' MAX.1' MIN.(OPTIONAL)WIRE MESHWITH GRATEDROP INLETPOOLTEMPORARY SEDIMENT16" WITH GRATEDROP INLETSEDIMENT12" MIN. 24" MAX.WIRE SCREENDEWATERINGN.T.S.SEE CALCULATIONS ABOVE1' MAX.5' MAX.1' MIN.1' MIN.11PROFILESMALL RIPRAPWEIR CRESTFILTER CLOTHEXCAVATE FOR REQUIRED STORAGE2" STONEOPTIONAL1221CROSS SECTIONAREA UNDER EMBANKMENT SHALL BE CLEARED, SRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED.THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS AND OTHER WOODY VEGETATION AS WELL AS OVER-SIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACT BY TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED.ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER.THE STONE USED IN THE OUTLET SHALL BE SMALL RIPRAP 4"-8" ALONG WITH A 1' THINKNESS OF 2" AGGREGATE PLACED ON THE UP-GRADE SIDE ON THE SMALL RIPRAP OR EMBEDDED FILTER CLOTH IN THE RIPRAP.SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO IT'S ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH TO THE TRAP.THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IN MINIMIZED.THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.1.2.3.4.5.6.7.8.NOTES:4' MIN.L=4 X DRAINAGE AREA2' APRONOPTION: A ONE FOOT LAYER OF 2" STONE MAY BE PLACED ON THE UPSTREAM SIDE OF THE RIPRAP IN PLACE OF THE EMBEDDED FILTER CLOTH.STONE OUTLET SEDIMENT TRAP DETAILN.T.S.N.T.S.N.T.S.GEOTEXTILE BAGOVERFLOW HOLESLOOPS SIZED FOR 1"REBAR. USE REBAR FORA HANDLE TO EMPTYFILTER SACK AT ASEDIMENT COLLECTIONLOCATION.LOOPS SIZED FOR 1"REBAR. LIFT FILTERBAG FROM INLETUSING REBAR FORHANDLES.2"X2"X3/4" RUBBERBLOCK (TYP) PROFILE VIEW OF INSTALLEDFILTER SACK1.REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSIONRESTRAINT CAN NO LONGER BE SEEN.2.GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETSOR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE.3.PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHENOIL SPILLS ARE A CONCERN.4.INSPECT PER REGULATORY REQUIREMENTS.5.THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTHOF THE GRATED INLET BOX.6.THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHESAND 36 INCHES7.THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDELENGTH OF THE GRATED INLET BOX.GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491300 LBS20 %120 LBS800 PSI120 LBS80 %40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYPROPERTIES TEST METHOD UNITSASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE265 LBS20 %135 LBS420 PSI45 LBS90 %20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -1INLET GRATE1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTISOMETRIC VIEWSECTION VIEWSECURE LIFTING LOOPS TO ORUNDER SURROUNDING SURFACE.1/4" BRIGHTLY COLOREDNYLON ROPE EXPANSIONRESTRAINTDEPTH = D FINISHGRADEFILTER SACKS (GRATED INLETS IN NYSDOT ROW)PLANELEVATIONAREA OF SITE CONSTRUCTIONTREE PROTECTION DURINGCONSTRUCTIONAREA WITHIN PROTECTION ZONE/TREE DRIP LINE FENCE TOFOLLOW TREE DRIP LINE OR 6' FROM TRUNK, WHICHEVER ISGREATER4' WOOD & WIRE SNOW FENCE WITH STEEL STAKES 18" O.C.WOOD & WIRE SNOW FENCE USED AS TREE GUARD TOPREVENT DAMAGE FROM CONSTRUCTION EQUIPMENTTREE DRIP LINE/TREE PROTECTION ZONEAREA WITHIN TREE PROTECTION ZONE TO REMAINUNDISTURBED DURING CONSTRUCTION4' WOOD & WIRE SNOW FENCE WITH STEEL STAKES 18' O.C.N.T.S. T T T T T TE&T E&T E&T E&T SSSSSSSSSSW W W W W W WWWWWWFF=334.00GLEN STREETMAP 302.7, BLOCK 1, LOT 27N/F LANDS OFMETA R. MURRAYBK 668, PG 324ZONE: (CI) COMMERCIAL INTENSIVE#5 GLENDALE DRSCHEDULE "A" EXCEPTED PARCELBK 490, PG 97MAP 302.7, BLOCK 1, LOT 25N/F LANDS OFMETA R. MURRAYDB 675, PG 187ZONE:(CI) COMMERCIAL INTENSIVE#4 GLENDALE DRMAP 302.7, BLOCK 1, LOT 24N/F LANDS OFMETA R. MURRAYBK 668, PG 326ZONE:(CI) COMMERCIAL INTENSIVE#2 GLENDALE DRMAP 302.7, BLOCK 1, LOT 23N/F LANDS OFCARLO R.A. CEDRONE &ANTHONY R. PITIBK 1200, PG 199ZONE: (CI) COMMERCIAL INTENSIVE#686 GLEN STMAP 302.7, BLOCK 1, LOT 29N/F LANDS OFJOSEPH G. & CECILIA A. MONSOURBK 1309, PG 26ZONE: (CI) COMMERCIALINTENSIVE#676 GLEN STMAP 302.10, BLOCK 1, LOT 7N/F LANDS OFGLEN STREET, LLCBK 1073, PG 94ZONE: (CI) COMMERCIALINTENSIVE#677 GLEN ST(AKA ROUTE 9)(AKA GLENS FALL - LAKE GEORGE HIGHWAY)(STATE HIGHWAY LAYOUT NO. 417)(VARIABLE WIDTH)(ASPHALT ROADWAY - SPEED LIMIT 30 MPH)(VARIABLE WIDTH)(ASPHALT ROADWAY - NO SPEED LIMIT POSTED)GLENDALE DRIVE O'REILLY AUTO PARTS86'-4" X 86'-4"SQ. FT. = ±7,453 SFSTINV=327.77INV=327.79INV=327.55SSSINV=327.74GGE&T 213856799111215710141605/15/17B160247PROJECT: NEW O'REILLY AUTO PARTS STORE 682 GLEN STREET QUEENSBURY, NY 12804VR RWOCORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 (417) 862-2674 TELEPHONE AUTO PARTS W.D. GOEBELNEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TM17 COMPUTER DRIVE WEST, ALBANY, NY 12205PHONE: (518) 438-9900 SCALE:CAD I.D.:AS NOTEDB160247ss0035 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02043 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com09/25/191"=20'02051020REFER TO GENERAL NOTES SHEETFOR GRADING & UTILITY NOTESTHIS PLAN TO BE UTILIZED FORUTILITIES PURPOSES ONLYC4.1SITE UTILITY PLAN KEY NOTESNOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS LEGEND.PROPOSED UTILITY POLE W/GUY WIREPROPOSED SEWER MANHOLEPROPOSED LIGHT POLESYMBOLS LEGEND·REFER TO GENERAL NOTES SHEET FOR GRADING & UTILITY NOTES·THIS PLAN TO BE UTILIZED FOR UTILITY PURPOSES ONLYPLAN REFERENCES1PROP. 1.5" TYPE "K" WATER SERVICE. GC TO COORDINATE WITH ARCH PLANS PRIOR TOCONSTRUCTION.PROP. SANITARY SEWER MANHOLE. RIM=332.12; INV. IN=326.13; INV. OUT=326.03PROP. 1" GAS SERVICE AND GAS METER PER GAS COMPANY REQUIREMENTS. GC TOCOORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. REFER TO ARCH/MEP PLANS.NOT USED145 LF OF 6" SDR-35 PVC; @ 1.0%54 LF OF 6" SDR-35 PVC;@2.0%CLEANOUT TO GRADEPROP. ELECTRIC, TELEPHONE, AND COMMUNICATION SERVICE. GC TO COORDINATE NEW UTILITYSERVICES WITH UTILITY COMPANY PRIOR TO CONSTRUCTION.LIGHT POLE REFER TO LIGHTING PLANUTILITY CROSSING. INV.(SANITARY)=±325.48, INV(STORMWATER)=±329.50PROPOSED BACKFLOW PREVENTION LOCATED WITH IN BUILDING (REFER TO ARCHITECTURALPLANS BY OTHERS).PROPOSED GUY WIRE. GC TO COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION.NOT USEDPROPOSED SEWER CONNECTION TO EXISTING 8" DIP. INV.=±325.21. GC TO USE ROMAC "CB"SEWER SADDLE FOR TAP CONNECTION TO MAIN PER TOWN REQUIREMENTS. GC TO FIELDVERIFY AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION.5 LF OF 4" SDR-35 PVC; @ 1.0%LAWN SPRINKLER WATER LINE. EXTEND WATER LINE OUT SIDE OF BUILDING, CAP, FLAG ANDLEAVE FOR CONNECTION BY OTHERS. REFER TO ARCH/MEP PLANS FOR SIZE AND TYPE.NOT USED2345678910111213S14151617PR 3PR 3 05/15/17B160247PROJECT: NEW O'REILLY AUTO PARTS STORE 682 GLEN STREET QUEENSBURY, NY 12804VR RWOCORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 (417) 862-2674 TELEPHONE AUTO PARTS W.D. GOEBELNEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TM17 COMPUTER DRIVE WEST, ALBANY, NY 12205PHONE: (518) 438-9900 SCALE:CAD I.D.:AS NOTEDB160247ss0035 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02043 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com06/06/19C4.2SITE UTILITY DETAILSGROUT4'-0"12" MIN. OF COMPACTEDFINISH GRADECONCRETE MONOLITHICPRE CAST REINFORCEDCONCRETE M.H. CONEPRE CAST REINFORCED5" PRE CAST REINFORCED CONC. M.H. BARREL 26"RUBBER FLEXIBLEJOINT SEALANT REQUIREDAT ALL SECTION JOINTS 3/4" CRUSHED STONEM.H. BASE SECTION & SLAB4'-0" DIA. MIN.OVER 12' DEEP5'-0" DIA. MIN.CHANNELUNDISTURBED EARTHCOAT MANHOLE EXTERIOR WITH TWOCOATS OF BITUMASTIC COATING ORAPPROVED EQUALHARD RED BRICK COURSES ASNEEDED (MIN. OF 2 COURSES ANDMAX. OF 5 COURSES) TO BRINGM.H. RIM TO REQUIRED ELEV.FILL ALL LIFTING HOLES WITHHYDRAULIC CEMENT(NON-SHRINK) MORTAR.SLOPE1"/FTMINIMUM 4000 PSI CONCRETE WET MIXNOTES:1.TYPICAL SANITARY MANHOLE TO BE 4 FEET IN DIAMETER.2.5'-0" DIAMETER FOR ALL MANHOLE DEPTHS GREATER THAN 12 FEET OR WHEN ORDERED BY THE ENGINEER.3.6" MIN. WALL THICKNESS AND 7" MIN. BASE THICKNESS WITH 5'-0" DIAMETER MANHOLES.4.INNER EDGE OF BRICK TABLE TO BE AT ELEVATION OF CROWN OF TOP OF PIPE.5.DESIGN LOAD - HS20.6.ALL INVERTS SHALL BE 4,000 PSI CEMENT CONCRETE IN VOID AREAS AND RED SEWER BRICK CONSTRUCTION.7.INVERTS SHALL NOT BE BUILT ABOVE GRADE. ALL INVERTS SHALL BE BUILT IN PLACE AFTER ALL PIPES HAVE BEEN INSTALLED.SCALE:TYPICALSEWER MANHOLEN.T.S.6C4.1PIPE O.D.6"12"VARIES SURFACE RESTORATION MATERIALSAND BLANKET 12" OVER PIPE3/4" CRUSHED STONE BEDDINGSEE NOTE #1COMPACTED IN12" LAYERSSUITABLEMATERIALGEOTEXTILE FABRICOVER STONECOMMON FILL MATERIAL - 6" MINUS,NO ORGANICS COMPACTED IN 24"LIFTS TO 90% MAXIMUM DENSITYNOTE:1. W - MAXIMUM ALLOWABLE TRENCH WIDTH TOA PLACE 12 INCHES ABOVE THE PIPE. FOR PIPES15 INCHES MINIMAL DIAMETER OR LESS "W"SHALL BE NO MORE THAN 36 INCHES. FOR PIPESGREATER THAN 15 INCHES MINIMAL DIAMETER"W" SHALL BE 24 INCHES PLUS PIPE O.D. "W"SHALL ALSO BE THE PAYMENT WIDTH FORLEDGE EXCAVATION AND FOR ORDEREDEXCAVATION BELOW GRADE.PAVEMENT (SEE TYPICALSECTION)BOLTED CLEANOUT COVERMARKED "S" OR "D" ASAPPLICABLEFINISHED GRADECONCRETE RINGHEAVY DUTYCAST IRONCLEANOUT BOXAND COVERSCHEDULE 40PVC PIPE45° ELBOWWYE BRANCHFROMLATERALFLOW3/4" CRUSHEDSTONEBEDDINGSTANDARD WYE BRANCH3/4" CRUSHEDSTONE TO TOP OF45° BEND18"±6" DIA THREADEDCAPPAVEMENT (SEETYPICAL SECTION)BOLTED CLEANOUT COVERMARKED "S" OR "D" ASAPPLICABLEFINISHED GRADECONCRETE RINGHEAVY DUTYCAST IRONCLEANOUT BOXAND COVERSCHEDULE 40PVC PIPE45° ELBOWFLOW3/4" CRUSHEDSTONEBEDDING3/4" CRUSHEDSTONE TO TOPOF 45° BEND18"±6" DIA THREADED CAPSEWER ORROOF DRAIN(SEE PLAN FORSIZE AND TYPE)TERMINAL ENDIN-LINENOTES:1. CLEANOUTS TO BE INSTALLED WHERE INDICATED ON THE PLANS.2. CLEANOUT PIPE TO BE SAME SIZE AND MATERIAL AS SEWER/DRAIN LINE UP TO 8".3. BACKFILL TO TOP OF 45° WITH 3/4" CRUSHED STONE.SCALE:CLEANOUTDETAILN.T.S.5C4.2PIPE DIA.MIN. TRANCH WIDTH23"26"28"30"34"39"48"6"8"10"12"15"18"24"56"30"64"36"80"48"96"60"RECOMMENDED MIN. TRENCH WIDTHNOTES:1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321 , "STANDARD PRACTICE FORUNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS",LATEST ADDITION.2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHENREQUIRED.3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTHREQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS ANALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING AGEOTEXTILE MATERIAL.4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FORMATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDINGTHICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (7S0mm-900mm).5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6"ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TOENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROMTHE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATION. FOR TRAFFICAPPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.MIN. COVER TO FLEXIBLE PAVEMENT, HFINALBACKFILL6"SPRINGLINEINITIAL BACKFILLHAUNCHBEDDINGSUITABLE FOUNDATION4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPEMIN. TRENCH WIDTH (SEE TABLE)EXISTINGWATERMAINPROPOSED SHUT OFFPROPOSEDWATER SERVICEFINISH GRADEPROPOSED ADJUSTABLEVALVE BOX. GC TOCOORDINATE WITHVILLAGE DPWPROPOSED CURB STOPPROPOSED COUPLINGPROPOSED WATER SERVICES(REFER TO UTILITY PLAN)PROVIDE 2 CU. FT. OFSCREENED GRAVEL5'-0" (MIN.)SCALE:WATER SERVICECONNECTION DETAILN.T.S.1C4.2WET TAP PER VILLAGE OF SOUTHGLENS FALLS STANDARDSSCALE:LEVEL SPREADERDETAILN.T.S.7C4.2SCALE:TYPICAL SEWERTRENCH SECTIONN.T.S.2C4.2SCALE:HDPE STORMDRAINAGE TRENCH N.T.S.3C4.2SCALE:PERFORATED STANDPIPE DETAILN.T.S.4C4.2BOTTOM OF STORMWATER MANAGEMENT AREA, ELEV.=329.00PROP. 12" STANDPIPETOP OF PIPE=330.35PROP. MEDIUMRIP-RAP STONEFLOWTO R.O.W.PROP. 4" HDPEINV.=326.961.0'PROP. MEDIUMRIP-RAP STONEPROP. GRADE ELEV.=329.00PROP. 2" PERFORATIONELEV:329.001.0'ELEV. =331.508" HDPE PIPEFROM ROOF DRAIN12" PERFORATED HDPE PIPEWITHIN LEVEL SPREADEREXISTING GRADEPROP. MEDIUMRIP-RAP STONETOP OF STONE:333.00PROPOSED GRADEBOTTOM OF STONE=328.751.5'1.5'PLACE BOTTOM OF PIPEALONG CONTOURSCALE:TOWN OF QUEENSBURYBUILDING DRAINN.T.S.8C4.2SYRACUSE CASTING 1009PICKLESS MANHOLE COVEROR APPROVED EQUAL 3 3 3333 33433 1 332 331 330 329330 332 332333334 333333331T T T T T TE&T E&T E&T E&T 333SSSSSSSSSSW W W W W W WWWWWWEXISTING TREE TO REMAIN334 332GLEN STREETMAP 302.7, BLOCK 1, LOT 27N/F LANDS OFMETA R. MURRAYBK 668, PG 324ZONE: (CI) COMMERCIAL INTENSIVE#5 GLENDALE DRSCHEDULE "A" EXCEPTED PARCELBK 490, PG 97MAP 302.7, BLOCK 1, LOT 25N/F LANDS OFMETA R. MURRAYDB 675, PG 187ZONE:(CI) COMMERCIAL INTENSIVE#4 GLENDALE DRMAP 302.7, BLOCK 1, LOT 24N/F LANDS OFMETA R. MURRAYBK 668, PG 326ZONE:(CI) COMMERCIAL INTENSIVE#2 GLENDALE DRMAP 302.7, BLOCK 1, LOT 23N/F LANDS OFCARLO R.A. CEDRONE &ANTHONY R. PITIBK 1200, PG 199ZONE: (CI) COMMERCIAL INTENSIVE#686 GLEN STMAP 302.7, BLOCK 1, LOT 29N/F LANDS OFJOSEPH G. & CECILIA A. MONSOURBK 1309, PG 26ZONE: (CI) COMMERCIALINTENSIVE#676 GLEN STMAP 302.10, BLOCK 1, LOT 7N/F LANDS OFGLEN STREET, LLCBK 1073, PG 94ZONE: (CI) COMMERCIALINTENSIVE(AKA ROUTE 9)(AKA GLENS FALL - LAKE GEORGE HIGHWAY)(STATE HIGHWAY LAYOUT NO. 417)(VARIABLE WIDTH)(ASPHALT ROADWAY - SPEED LIMIT 30 MPH)(VARIABLE WIDTH)(ASPHALT ROADWAY - NO SPEED LIMIT POSTED)GLENDALE DRIVE O'REILLY AUTO PARTS86'-4" X 86'-4"SQ. FT. = ±7,453 SFST333 329 331 332332SSS GGE&T 3 3 2 3 32 333 333 333 4' DIA. MULCH TREE PIT (TYP.)4' DIA. MULCH TREE PIT (TYP.)4' DIA. MULCH TREE PIT (TYP.)PROP.3" LAYER OF DOUBLESHREDDED HARDWOOD BARKMULCH OVER WATER PERMEABLEWEED BARRIER FABRIC IN ALLPLANT BEDS (TYP.)PROP.DETENTION BASIN SEED MIX OVER 6" NEW TOPSOIL (TYP.)PROP.SOD LAWN OVER 6" NEW TOPSOIL (TYP.)5 RGPW12 JHBH5 RGPW5 RGPW6 SJLP6 IGC8 RGPW4 IGC2 ARA1 AR4' DIA. MULCH TREE PIT (TYP.)PROP.DETENTION BASIN SEEDMIX OVER 6" NEW TOPSOIL (TYP.)2 AR1 AR33405/15/17B160247PROJECT: NEW O'REILLY AUTO PARTS STORE 682 GLEN STREET QUEENSBURY, NY 12804VR RWOCORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 (417) 862-2674 TELEPHONE AUTO PARTS W.D. GOEBELNEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TM17 COMPUTER DRIVE WEST, ALBANY, NY 12205PHONE: (518) 438-9900 SCALE:CAD I.D.:AS NOTEDB160247ss0035 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02043 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com10/23/191"=20'02051020REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.SITE CONDITIONS BASED UPON SURVEY PROVIDED BY OWNER. CONTRACTORTO FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TOSUBMITTING BID AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IFEXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM THOSE INDICATEDHEREIN.REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. COORDINATEWORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES ANDREGULATIONS. CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THEAMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OFNURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE,SIZE, AND PLANTING RECOMMENDATIONS.NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE ARCHITECT'SPRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE ANDCHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CANNOT BEOBTAINED.PLANT LOCATIONS ARE APPROXIMATE. ADJUST AS NECESSARY TO AVOIDCONFLICTS.QUANTITIES OF MATERIALS SHOWN ON LANDSCAPING PLAN TAKEPRECEDENCE OVER QUANTITIES SHOWN ON PLANTING SCHEDULE.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES ONLANDSCAPING PLAN.PROVIDE 4" TOPSOIL AT ALL SOD, SEED AND PLANTING AREAS. GRADE SHALLBE ADJUSTED FOR SOD THICKNESS. REFER TO CIVIL SITE GRADING PLAN FORSLOPE REQUIREMENTS.WHEN CLAY SOIL IS ENCOUNTERED IN THE ESTABLISHED OF THE LAWN OR THEINSTALLATION OF PLANT MATERIAL IT SHALL BE IMPROVED IN ACCORDANCEWITH STANDARD TRADE PRACTICE.RE-ESTABLISH TURF IN AREAS DISTURBED BY GRADING OR UTILITY TRENCHINGIN THE RIGHT-OF-WAY.PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHTPOLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATIONSHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTORIS TO CONTACT OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH THEWORK.AGENERAL NOTESBCDEFGHIJKNOTE: REFER TO SURVEY SHEET FOR SYMBOLS LEGEND OF EXISTINGCONDITIONS.NEW AREA OF SODSYMBOLS LEGEND·REFER TO GENERAL NOTES SHEET FOR GRADING & UTILITY NOTES·THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLYPLAN REFERENCESAREA OF NEW SHRUBREFER TO PLANTING SCHEDULEFOR SIZE AND TYPENEW AREA OF MULCHAREA OF NEW TREEREFER TO PLANTING SCHEDULEFOR SIZE AND TYPE697 S.Y.99 S.Y.TOWN OF QUEENSBURY LANDSCAPE REQUIREMENTSSECTIONREQUIREMENTSCALCULATIONS/PROPOSEDARTICLE 4:179-4-090.L.3.bOFF-STREET LOADING FACILITIES LOCATED WITHIN 50 FEET OF ARESIDENTIAL PROPERTY SHALL BE SHIELDED BY WALLS, FENCING OROTHER SUITABLE MATERIAL WHICH SHALL SERVE TO SCREEN NOISEAND UNCONTROLLED ENTRANCES.YESARTICLE 8:179-8-050.B.1.THE LANDSCAPED STRIP SHALL BE A MINIMUM OF 10 FEET WIDE,EXCLUSIVE OF THE STREET RIGHT-OF-WAY. WITHIN THE LANDSCAPEDSTRIP, ONE SHADE TREE (THREE-INCH CALIPER MINIMUM) SHALL BEPROVIDED PER EVERY 250 LINEAR FEET272 LF OF FRONTAGE/ 250 = 1.08, OR 2 TREES179-8-050.B.2.WHERE PARKING LOTS AND DRIVES ABUT THE LANDSCAPED STRIPALONG THE STREET RIGHT-OF-WAY, EVERGREEN SHRUBS MUST BEPROVIDED FOR SCREENING. THE SCREENING MUST BE A PLANTSPECIES THAT GROWS A MINIMUM OF THREE FEET HIGH AND EXTENDSALONG THE ENTIRE STREET FRONTAGE OF THE PARKING LOT,EXCLUSIVE OF DRIVEWAYS AND VISIBILITY CLIPS.YES179-8-050.D.INTERIOR PARKING AREAS SHALL BE LANDSCAPED IN ADDITION TO THEREQUIRED LANDSCAPED STRIP. TREES MUST BE PROVIDED IN EACHPARKING LOT AT A MINIMUM AVERAGE DENSITY OF ONE SHADE TREE(THREE-INCH CALIPER) FOR EACH 15 PARKING SPACES, OR ANYFRACTION THEREOF. ADDITIONALLY, INTERIOR PARKING LOTLANDSCAPING SHALL BE PROVIDED IN ACCORDANCE WITH THEFOLLOWING : LESS THAN 24,999 SQ.FT. OF TOTAL PARKING AREA = 5%OF INTERIOR LANDSCAPED AREA25 SPACES / 15= 1.66 OR 2 TREES1,183 SQ. FT. OR 11% OF LANDSCAPE AREA179-8-050.EA LANDSCAPED STRIP SHALL BE PROVIDED AROUND THE PERIMETEROF THE SITE, EXCLUSIVE OF DRIVEWAYS. THE LANDSCAPED STRIPSHALL BE A MINIMUM OF FIVE FEET WIDE FOR SITES 10,000 SQUAREFEET OR GREATER FOR ANY AREA ABUTTING A PUBLIC STREET, INWHICH CASE THE REQUIREMENTS OF SUBSECTION B ABOVE SHALLAPPLY. WITHIN THE PERIMETER LANDSCAPED STRIP, ONE SHADE TREE(THREE-INCH CALIPER MINIMUM) SHALL BE PROVIDED PER EVERY 250SQUARE FEET, OR ANY PORTION THEREOF, OF LANDSCAPED STRIP. 390 LF/ 250 = 1.56, OR 2 TREES. 1 TREE PROPOSED, 1 TREEEXISTING TO REMAINLANDSCAPE SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEREMARKSSHADE TREE(S)AR4ACER RUBRUMRED MAPLE3"- 3 1/2 CAL.B+BARA2ACER RUBRUM 'ARMSTRONG'ARMSTRONG COLUMNAR RED MAPLE3"- 3 1/2 CAL.B+BSUBTOTAL:6DECIDUOUS SHRUB(S)SJLP6SPIRAEA JAPONICA 'LITTLE PRINCESS'LITTLE PRINCESS SPIREA15-18"#3 CANSUBTOTAL:6EVERGREEN SHRUB(S)IGC16ILEX GLABRA 'COMPACTA'DWARF INKBERRY HOLLY24-30"#5 CANRGPW23RHODODENDRON X GIRARD 'GIRARD PLEASENT WHITE'GIRARD PLEASENT WHITE AZALEA18-24"#3 CANSUBTOTAL:39GROUND COVER(S)JHBH12JUNIPERUS HORIZONTALIS 'BAR HARBOR'BAR HARBOR CREEPING JUNIPER15-18" SPRD.#3 CANSUBTOTAL:12LANDSCAPE PLANL1.1LANDSCAPE PLAN 05/15/17B160247VRRWOTMSCALE:CAD I.D.:AS NOTEDB160247ss0007/24/17FINISHED GRADEREFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENTNOT TO SCALE8-12"24" MINIMUMDECIDUOUS AND EVERGREENSHRUB PLANTING DETAIL3" THICK LAYER OF DARK BROWNDOUBLE SHREDDED HARDWOODMULCHPLANT SHALL BE TRANSPLANTED ATTHE SAME GRADE AS IT BORE IN THENURSERY PLOT PRIOR TO BALLINGAND BURLAPPING.FOR CONTAINER-GROWN SHRUBS, USEFINGER OR SMALL HAND TOOLS TOPULL THE ROOTS OUT OF THE OUTERLAYER OF POTTING SOIL; THEN CUT ORPULL APART ANY ROOTS THAT CIRCLETHE PERIMETER OF THE CONTAINERPLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTUREWILL CHANGE WITH SOIL CONDITIONSBEFORE PLANTING, ADD 3 TO 4" OFWELL-COMPOSTED LEAVES ANDRECYCLED YARD WASTE TO BED ANDTILL INTO TOP 6" OF PREPARED SOILPLACE SHRUB ONFIRM SOIL IN BOTTOMOF HOLE.UNDISTURBEDSUBGRADESOIL SURFACE ROUGHENED TOBIND WITH NEW SOIL.REMOVE THE TOP 1/3 OF THE WIREBASKET IF PRESENT. ANY AND ALLTWINE SHALL BE REMOVED FROM THESHRUB BEFORE BACKFILLING. BURLAPSHALL BE FOLDED BACK INTOPLANTING HOLEEVERGREEN TREE PLANTING DETAILNOT TO SCALEREFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT.4" BUILT-UP EARTH SAUCER4-6" DEEPER THAN ROOT BALLBEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL.SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS.SET ROOT BALL ON FIRM PAD INBOTTOM OF HOLE3" THICK LAYER OF DARK BROWNDOUBLE SHREDDED HARDWOOD MULCHONLY TREES WITH ONE MAIN LEADER SHALL BEPURCHASED. DO NOT PRUNE TREE ATPLANTING UNLESS DIRECTED TO BY PROJECTLANDSCAPE ARCHITECTFOLD BURLAP AWAY FROM TOP OF ROOT BALLPREPARE WIDTH OFPLANTING HOLE 6 FT ORTWICE THE WIDTH OF THEROOT BALL; WHICHEVER ISGREATERPREPARED SOIL FOR TREES 1PART PEAT MOSS 1 PART COWMANURE 3 PARTS TOPSOILUNDISTURBEDSUBGRADEDIG WIDE, SHALLOW HOLE WITHTAMPED SIDESTAMP SOIL SOLIDLY AROUND BASEOF ROOT BALLDO NOT STAKE OR WRAPTRUNKREMOVE THE TOP 1/3 OF THE WIRE BASKET IFPRESENT. ANY AND ALL TWINE SHALL BE REMOVEDFROM THE TREE BEFORE BACKFILLING. BURLAP SHALLBE FOLDED BACK INTO PLANTING HOLENOT TO SCALEEXISTING SUBSOILMINIMUM 6" TOPSOILFINISHED GRADEPERENNIAL/GROUND COVER PLANTING DETAIL3" THICK LAYER OF DARKBROWN DOUBLE SHREDDEDHARDWOOD MULCHDDDTYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUTPLANT MATERIAL SPACED AS SPECIFIED.SEE LANDSCAPE SCHEDULE FOR PROPOSEDSPACING.INCORPORATE 2" OF PEAT INTO 6" OFPLANTING MIXTURE, AS SPECIFIEDD= PROPOSED ON CENTER (O.C.)SPACINGSEE LANDSCAPE SCHEDULE FOR FORREQUIRED SPACINGTYPICAL PERENNIAL AND GROUND COVER PLANTING3L24 MULCH DETAIL2L21L2SEED MIX SHALL BE:NEW ENGLAND WETLAND PLANTS, INC820 WEST STREET, AMHERST, MA 01002PHONE:413-548-8000EMAIL:INFO@NEWP.COMWEBSITE: WWW.NEWP.COMAPPLICATION RATE: 1 LB. / 2500 SQ. FT. (18 LBS. / ACRE)SPECIES: FOX SEDGE, (CAREX VULPINOIDEA), LURID SEDGE, (CAREX LURIDA), BLUNT BROOM SEDGE, (CAREX SCOPARIA),SENSITIVE FERN, (ONOCLEA SENSIBILIS), BLUE VERVAIN, (VERBENA HASTATA), HOP SEDGE, (CAREX LUPULINA), GREENBULRUSH, (SCIRPUS ATROVIRENS), NODDING BUR MARIGOLD, (BIDENS CER-NUA), BRISTLY SEDGE, (CAREX COMOSA),FRINGED SEDGE, (CAREX CRINITA), AMERICAN MANNAGRASS, (GLYCERIA GRANDIS), WOOL GRASS, (SCIRPUS CYPERINUS),SOFT RUSH, (JUNCUS EFFUSUS), SPOTTED JOE PYE WEED, (EUPATORIUM MACULATUM), BONESET, (EUPATORIUMPERFOLIATUM), MUD PLANTAIN, (ALISMA SUBCORDATUM), NEW ENGLAND ASTER, (ASTER NOVAE-ANGLIAE), RATTLESNAKEGRASS, (GLYCERIA CANADENSIS), PURPLESTEM ASTER (ASTER PUNICEUS), SOFT STEM BULRUSH, (SCIRPUS VALIDUS),BLUEFLAG (IRIS VERSICOLOR), SWAMP MILKWEED, (ASCLEPIAS INCARNATA), MONKEY FLOWER, (MIMULUS RINGENS)DETENTION BASIN SEED MIXMETHODS AND MATERIALS1. CULTIVATED SOD IS PREFERRED OVER NATIVE OR PASTURE SOD. SPECIFY "CERTIFIED SOD," OR OTHER HIGH QUALITY CULTIVATEDSOD.2. SOD SHOULD BE FREE OF WEEDS AND UNDESIRABLE COARSE WEEDY GRASSES.3. SOD SHOULD BE OF UNIFORM THICKNESS, APPROXIMATELY 5/8 INCH, PLUS OR MINUS 1/4 INCH, AT TIME OF CUTTING. (EXCLUDESTOP GROWTH.)4. SOD SHOULD BE VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED VERTICALLYWITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS OR TORN AND UNEVEN ENDS WILL NOT BEACCEPTABLE.5. FOR DRAUGHT SITES, A SOD OF KENTUCKY 31 TALL FESCUE AND BLUEGRASS IS PREFERRED OVER A STRAIGHT BLUEGRASS SOD.6. ONLY MOIST, FRESH, UNHEATED SOD SHOULD BE USED. SOD SHOULD BE HARVESTED, DELIVERED, AND INSTALLED WITHIN APERIOD OF 36 HOURS.I. SITE PREPARATIONA. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR LIMING, FERTILIZING, AND SOILPREPARATION. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARD FOR LAND GRADING.B. INSTALL NEEDED EROSION CONTROL PRACTICES AND FACILITIES, SUCH AS INTERCEPTOR DITCHES, DIKES AND TERRACES,EROSION STOPS, AND DE-SILTING BASINS.II. SOIL PREPARATIONA. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS SUCH AS THOSE OFFERED BY RUTGERS UNIVERSITY SOIL TESTINGLABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTINGIS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 500POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 38-0-0 PER ACREOR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOP-DRESSING. APPLY LIMESTONE (EQUIVALENT TO 50PERCENT CALCIUM PLUS MAGNESIUM OXIDES) AS FOLLOWS:SOIL TEXTURE TONS/ACRE LBS/1000 SQ. FTCLAY, CLAY LOAM, AND HIGH ORGANIC SOIL 4 180SANDY LOAM, LOAM, SILT LOAM 3 135LOAMY SAND, SAND 2 90B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTHHARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCOING OPERATION SHOULD BE ON THE GENERALCONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS PREPARED.C. REMOVE FROM THE SURFACE ALL OBJECTS THAT WOULD PREVENT GOOD SOD TO SOIL CONTACT AND REMOVE ALL OTHER DEBRIS,SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE, CLODS, LUMPS, OR OTHER UNSUITABLE MATERIAL.D. INSPECT SITE JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RE-TILLED AND FIRMED ASABOVE.III. SOD PLACEMENTA. SOD STRIPS SHOULD BE LAID ON THE CONTOUR, NEVER UP AND DOWN THE SLOPE, STARTING AT THE BOTTOM OF THE SLOPE ANDWORKING UP. ON STEEP SLOPES, THE USE OF LADDERS WILL FACILITATE THE WORK AND PREVENT DAMAGE TO THE SOD. DURINGPERIODS OF HIGH TEMPERATURE, LIGHTLY IRRIGATE THE SOIL IMMEDIATELY PRIOR TO LAYING THE SOD.B. PLACE SOD STRIPS WITH SNUG, EVEN JOINTS THAT ARE STAGGERED. OPEN SPACES INVITE EROSION.C. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING PLACEMENT TO INSURE SOLID CONTACT OF ROOT MAT AND SOIL SURFACE. DO NOTOVERLAP SOD. ALL JOINTS SHOULD BE BUTTED TIGHTLY IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE DRYING OF THE ROOTS.D. ON SLOPES GREATER THAN 3 TO 1, SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, WIRE STAPLES, OR SPLIT SHINGLES (8 TO 10INCHES LONG BY 3/4 INCH WIDE).E. SURFACE WATER CANNOT ALWAYS BE DIVERTED FROM FLOWING OVER THE FACE OF THE SLOPE, BUT A CAPPING STRIP OF HEAVYJUTE OR PLASTIC NETTING, PROPERLY SECURED, ALONG THE CROWN OF THE SLOPE AND EDGES WILL PROVIDE EXTRA PROTECTIONAGAINST LIFTING AND UNDERCUTTING OF SOD. THE SAME TECHNIQUE CAN BE USED TO ANCHOR SOD IN WATER CARRYINGCHANNELS AND OTHER CRITICAL AREAS. WIRE STAPLES MUST BE USED TO ANCHOR NETTING IN CHANNEL WORK.F. IMMEDIATELY FOLLOWING INSTALLATION, SOD SHOULD BE WATERED UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SODTO A DEPTH OF 4 INCHES. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS, AND CONTINUE IRRIGATION THROUGHOUTENTIRE SEASON.IV. TOP-DRESSING IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION TOSUGGESTED FERTILIZER, THEN A FOLLOW-UP OF TOP DRESSING IS NOT MANDATORY.A. SPRING INSTALLATION OF SOD WILL REQUIRE AN APPLICATION OF FERTILIZER SUCH AS 10-20-10 OR EQUIVALENT AT 500 POUNDSPER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET BETWEEN MARCH 15 AND APRIL 1.B. FALL INSTALLATION OF SOD WILL REQUIRE THE ABOVE BETWEEN SEPTEMBER 1 AND OCTOBER 15.STANDARD FOR PERMANENTSTABILIZATION WITH SODL2LANDSCAPE DETAILSLANDSCAPE DETAILSL1.2 GLEN STREET(AKA ROUTE 9)(AKA GLENS FALL - LAKE GEORGE HIGHWAY)(STATE HIGHWAY LAYOUT NO. 417)(VARIABLE WIDTH)(ASPHALT ROADWAY - SPEED LIMIT 30 MPH)(VARIABLE WIDTH)(ASPHALT ROADWAY - NO SPEED LIMIT POSTED)GLENDALE DRIVE O'REILLY AUTO PARTS86'-4" X 86'-4"SQ. FT. = ±7,453 SF1"=20'02051020BADDDDC05/15/17B160247PROJECT: NEW O'REILLY AUTO PARTS STORE 682 GLEN STREET QUEENSBURY, NY 12804VR RWOCORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 (417) 862-2674 TELEPHONE AUTO PARTS W.D. GOEBELNEW HAMPSHIRE LICENSE No. 10280MASSACHUSETTS LICENSE No. 42644-CPROFESSIONAL ENGINEERMAINE LICENSE No. 9490RHODE ISLAND LICENSE No. 7268CONNECTICUT LICENSE No. 21854NEW YORK LICENSE No. 071284-1FLORIDA LICENSE No. 66202TM17 COMPUTER DRIVE WEST, ALBANY, NY 12205PHONE: (518) 438-9900 SCALE:CAD I.D.:AS NOTEDB160247ss0035 POND PARK ROAD, BAY 16 HINGHAM, MASSACHUSETTS 02043 PHONE:(781) 452-7121 FAX:(860) 264-1628 WEBSITE:www.phasezerodesign.com09/25/19LANDSCAPE IRRIGATION PLANL3.0GENERAL NOTESNEW AREA OF IRRIGATION SYSTEM COVERAGESYMBOLS LEGENDREFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.REFER TO CIVIL AND SITE UTILITY DRAWINGS FOR ADDITIONAL REQUIREMENTS.COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT DRAWINGS.PRIOR TO INSTALLATION, GENERAL CONTRACTOR TO CONFIRM THAT LIGHTPOLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATIONSHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTORIS TO CONTACT OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH THEWORK.IRRIGATION SYSTEM TO BE DESIGNED BY CONTRACTOR FOR SHOWNCOVERAGE AREAS INDICATED. CONTRACTOR SHALL BE RESPONSIBLE FORPROVIDING A COMPLETE AND OPERABLE IRRIGATION SYSTEM INACCORDANCE WITH GOVERNING CODES, ORDINANCES, AND AUTHORITIESHAVING JURISDICTION. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVALAS SPECIFIED.VERIFY MINIMUM STATIC WATER PRESSURE IS AVAILABLE AT THE PROJECTSITE PRIOR TO DESIGN AND BEGINNING CONSTRUCTION.COORDINATE IRRIGATION SYSTEM WITH LANDSCAPING AND PLANTING, REFERTO LANDSCAPE PLAN. WHEN TRENCHING AVOID TREE ROOT BALLS ANDINSTALL HEADS AT APPROPRIATE LOCATIONS.ADJUST ALL NOZZLES TO AVOID OVERTHROW ON SIDEWALKS, PAVING, WALLS,ROADWAYS, AND BEYOND PROPERTY LINES, UNLESS OTHERWISE INDICATED.THROTTLE ALL IRRIGATION CONTROL VALVES AS REQUIRED TO PREVENTFOGGING. ADJUST ARC AND RADIUS OF REQUIRED SPRINKLERS AS NEEDED.SET CONTROLLER RUN TIMES TO MATCH PLANT WATER NEEDS AND SOILCONDITIONS.INSTALL RISERS 18" FROM WALLS AND A MINIMUM OF 12" FROM ANY SIDEWALKOR ROAD.TOP OF SPRAY AND ROTOR HEADS SHALL BE SET AT TOP OF SOD OR TOP OFMULCH LAYERS.PROVIDE RAIN SENSOR AND ANTI-FREEZE ASSEMBLY ON IRRIGATION SYSTEM.THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE WORK UNTIL OWNERGIVES FINAL ACCEPTANCE.ALL CIRCUIT PIPE IS TO BE CLASS 160 PVC OR HIGHER GRADE.ALL MAIN FITTINGS SHALL BE REINFORCED WITH 2000 PSI POURED CONCRETETHRUST BLOCKS.AKEY NOTESAPPROXIMATE LOCATION OF LAWN IRRIGATION METER WITH BACK FLOWPREVENTION PER CITY REQUIREMENTS. REFER TO SITE UTILITIES PLANIRRIGATION CONTROLLER LOCATION INSIDE OF BUILDING. PROVIDE FREEZESENSOR AND RAIN SENSOR ON OUTSIDE OF BUILDING.4" DIAMETER SCHEDULE 40 PVC SLEEVES UNDER PAVEMENT FOR ROUTING OFIRRIGATION SYSTEM. PROVIDE END CAPS AND PULL WIRE.COVERAGEREQUIREMENTSIRRIGATION HEAD SHALL BE PLACED TO PROVIDE 100% OVERLAPHEAD-TO-HEAD COVERAGE.NOTE: REFER TO SURVEY SHEET FOR SYMBOLS LEGEND OF EXISTING CONDITIONS.BCDEFGHIJLMNOSYMBOLS LEGEND·THIS PLAN TO BE UTILIZED FOR IRRIGATION PURPOSES ONLYPLAN REFERENCESPR 3 1 inch = ft.( IN FEET )GRAPHIC SCALE020 20 402080102008 ESRI WORLD STREET MAPScNOTES:1. PROPERTY KNOWN AS LOT 28, BLOCK 1 AS SHOWN ON THE TOWN OF QUEENSBURY, WARRENCOUNTY, STATE OF NEW YORK MAP NO. 302.7.2. AREA = 33,172 SQUARE FEET OR 0.762 ACRES3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. LOCATIONS AND SIZES ARE BASEDON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE INTHE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THESURVEY. AVAILABLE AS-BUILT PLANS AND UTILITY MARKOUT DOES NOT ENSURE MAPPING OFALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVATION IS TO BEGIN, ALLUNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THEPROPER UTILITY COMPANIES. CONTROL POINT ASSOCIATES, INC. DOES NOT GUARANTEE THEUTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE ORABANDONED.4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BYCONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON.5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TOTHE RESTRICTIONS, COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN.6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE A2 (AREAS OF100-YEAR FLOOD; BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS DETERMINED) ANDZONE C ( AREAS OF MINIMAL FLOODING) PER REF. #27. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), BASED ONGPS OBSERVATIONS UTILIZING THE KEYSTONE VRS NETWORK (KEYNETGPS).TEMPORARY BENCH MARKS SET:TBM-A: DOCK SPIKE SET IN UTILITY POLE NG 28 LI 128 . ELEVATION = 334.91'PRIOR TO CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE BENCHMARKS ILLUSTRATED ON THIS SKETCH HAVE NOT BEEN DISTURBED AND THEIR ELEVATIONS HAVE BEEN CONFIRMED. ANY CONFLICTS MUST BE REPORTED PRIOR TO CONSTRUCTION.8. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE,FENCE, PERMANENT ADDITION, ETC.9. PARKING COUNT: 25 REGULAR1 HANDICAP26 TOTALREFERENCES:1. THE TAX ASSESSOR'S MAP OF QUEENSBURY, WARREN COUNTY, NEW YORK, SHEET#302-7.2. MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCERATE MAP, TOWN OF QUEENSBURY, NEW YORK, WARREN COUNTY, PANEL 26 OF 35,"COMMUNITY-PANEL NUMBER 360879 0026 B, EFFECTIVE DATE: JULY 16, 1984.3. MAP ENTITLED "TRAFFIC SIGNAL PLAN - LOCATION NO. 38, U.S. ROUTE 9 ATGLENWOOD AVENUE," PREPARED BY THE STATE OF NEW YORK DEPARTMENT OFTRANSPORTATION, DATED FEBRUARY 1995.4. MAP ENTITLED "PLAN/PROFILE, GREENWAY WATERLINE REPLACEMENT, GLENDALEDRIVE," PREPARED B C.T. MALE ASSOCIATES, P.C., DATED JULY 24, 2000.5. MAP ENTITLED "LOCATION PLAN," PREPARED BY STATE OF NEW YORK DEPARTMENTOF TRANSPORTATION, DATED JULY 2002.6. MAP ENTITLED "STATION 176+00 TO STATION 200+00 PLAN (RT 9)," PREPARED BYSTATE OF NEW YORK DEPARTMENT OF TRANSPORTATION, DATED OCTOBER 3, 1985.7. MAP ENTITLED "50' PLAN AND PROFILE, STA.0+00 TO STA. 13+42'," F.A.R.C. 69-34.8. MAP ENTITLED "GLENS FALLS - LAKE GEORGE, S.H. NO. 417, MAP NO. 140, PARCELNO'S 171 & 172.9. MAP ENTITLED "GLENS FALLS - LAKE GEORGE, S.H. NO. 417, MAP NO. 146, PARCEL NO.179"10. MAP ENTITLED "GLENS FALLS - LAKE GEORGE, S.H. NO. 417, MAP NO. 168, PARCEL NO.207,"11. WATER MAPPING PROVIDED BY THE TOWN OF QUEENSBURY WATER DEPARTMENT.12. WATER SERVICE TIE CARD PROVIDED BY TOWN OF QUEENSBURY D.P.W.13. MAP ENTITLED "ALTA/NSPS LAND TITLE SURVEY O'REILLY AUTO ENTERPRISES, LLC682 GLEN STREET, MAP 302.7, BLOCK 1, LOT 28, TOWN OF QUEENSBURY, CITY OFGLENS FALLS, WARREN COUNTY, NEW YORK", PREPARED BY CONTROL POINTASSOCIATES, INC. DATED FEBRUARY 22, 2017.14. PLAN SET ENTITLED "SITE DEVELOPMENT PLANS FOR O'REILLY AUTO PARTSPROPOSED O'REILLY AUTO PARTS STORE", PREPARED BY BOHLER ENGINEERINGDATED MAY 15, 2017, LAST REVISED JULY 24, 2017.UTILITIES:THE FOLLOWING COMPANIES WERE NOTIFIED BY NEW YORK ONE-CALL SYSTEM(1-800-962-7962) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTINGAND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREONIS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST.SERIAL NUMBER(S):LOCUS MAPDWG. NO.67J.J.L.D.J.D.REVIEWED:FIELD CREWDRAWN:R.F.L.11-11-1919-08FIELD BOOK NO.FIELD BOOK PG.FIELD DATESV1J.J.L.APPROVED:11.13.2019DATE1" = 20'SCALE09-190193FILE NO.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CONTROL POINT ASSOCIATES, INC., IS PROHIBITED.CONTROL POINT ASSOCIATES, INC.- ALL RIGHTS RESERVED.DATECASPL ORTNOSSCOTAIETNIONI, C .508.948.3000 - 508.948.3003 FAX352 TURNPIKE ROADSOUTHBOROUGH, MA 01772SEE REF. 13.THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS,DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'SSURFACE ANYWHERE IN THE NEW YORK.!IDOYUGS T C-APO OFBERELLCHALFONT, PA 2157129800WARREN, NJ 9086680099MANHATTAN, NY 6467800411MT LAUREL, NJ 6098572099ALBANY, NY 5182175010682 GLEN STREETWARREN COUNTY, NEW YORKTOWN OF QUEENSBURY, CITY OF GLENS FALLSMAP 302.7, BLOCK 1, LOT 28FINAL SURVEYNEW YORK PROFESSIONAL LAND SURVEYOR #50715SITE40 FEETITEMSMAX BUILDING HEIGHTMIN LOT AREA MIN FRONT YARD MIN FRONTAGE MIN REAR YARDMIN SIDE YARD 25 FEET *REQUIRED1 ACRE150 FEET75 FEETZONING INFORMATION(CI) COMMERCIAL INTENSIVE DISTRICTSOURCE: PAGE 323 OF THE CODE OF THE TOWNOF QUEENSBURYNOTE: ZONING CRITERIA IDENTIFIED HEREON ARE BASED UPON PRELIMINARYRESEARCH AND PRESENTED FOR REFERENCE ONLY. SAME MUST BECONFIRMED WITH LOCAL ZONING OFFICIAL AND LEGAL COUNSEL TOCONFIRM VALIDITY.*SECTION 179-4-070. LOTS BOUNDED BY TWO ROADS OR ROAD AND SHORELINE.THE DEFINITIONS OF FRONT, REAR AND SIDE YARD NOTWITHSTANDING,WHERE A LOT IS BOUNDED BY TWO ROADS (A PUBLIC ROAD OR PUBLICRIGHT-OF-WAY EXCLUSIVE OF A PRIVATE RIGHT-OF-WAY), OR A ROAD ANDA SHORELINE, ANY FRONT YARD OR SETBACK REQUIREMENTS SET FORTHIN THIS CHAPTER SHALL BE MET ON BOTH SUCH BOUNDARIES. BOTH AREASOR SIDES OF THE LOT ADJACENT TO EACH ROAD OR SHORELINE SHALL BECONSIDERED FRONT YARDS FOR CHAPTER COMPLIANCE PURPOSES. THEREMAINING AREAS SHALL BE CONSIDERED REAR YARDS. THE LOT WILL BETREATED AS IF IT HAD NO SIDE YARDS, BUT ONLY FRONT AND REAR YARDS,FOR ZONING COMPLIANCE PURPOSES.20 FEET MINIMUM,WITH A MINIMUMTOTAL OF 50FEET BOTH SIDES1-800-962-7962UTILITY COMPANYCITY OF GLENS FALLSNATIONAL GRID/CENTRAL/ELECTRICNATIONAL GRID/CENTRAL/GASNYS DOT ALBANY - REGION #1PHONE NUMBER518-724-7597518-761-3850 x125CONTACTPAUL MENALDINOCHRIS QUAYQUEENSBURY DEPT. OF PUBLIC WORKS518-793-8866ROD WARRINGTON (SANITARY SEWER)SCOTT BURNARD (WATER)TIME WARNER CABLE/GLENS FALLS800-262-8600 x2VERIZON/EAST855-226-9564WARREN COUNTY DPW518-824-8851ALAN MEADEPARKING SPACE COUNTPAINTED ARROWSAPPROX. LOC. UNDERGROUND GAS LINEOVERHEAD WIRESAREA LIGHTSIGNGUY WIREAPPROX. LOC. UNDERGROUND TELEPHONE LINEUTILITY POLETREE & TRUNK SIZETITLE REPORT EXCEPTIONDEPRESSED CURBEDGE OF PAVEMENTLANDSCAPED AREA10CHAIN LINK FENCESANITARY/SEWER MANHOLEGAS METERTYPICAL CATCH BASIN OR INLETEXISTING GUTTER ELEVATIONEXISTING SPOT ELEVATIONEXISTING TOP OF CURB ELEVATIONEXISTING CONTOURLEGENDEXISTING FINISHED FLOOR ELEVATIONEXISTING DOOR SILL ELEVATIONSOLID YELLOW LINE HEIGHT DASHED YELLOW LINEBUILDING SOLID WHITE LINE DASHED WHITE LINE INVERT ELEVATIONGRATE ELEVATIONSOLID BLUE LINE APPROX. LOC. UNDERGROUND WATER LINE800-642-4272800-642-4272CONTRACTING DEPT.CONTRACTING DEPT.CUSTOMER SERVICECUSTOMER SERVICEJANUARY 28, 2020UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LANDSURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATEEDUCATION LAW.ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LANDSURVEYOR'S EMBOSSED OR INK SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.APPROX. LOC. UNDERGROUND SANITARY / SEWER LINEAPPROX. LOC. RECORD UNDERGROUND DRAINAGE LINEAPPROX. LOC. RECORD UNDERGROUND SANITARY / SEWER LINEAPPROX. LOC. UNDERGROUND DRAINAGE LINEIRRIGATION CONTROL VALVEELECTRIC METERADDED PRIVACY FENCE1No. DESCRIPTION OF REVISIONBEC MJB JLL 01-28-2020DATEAPPROVED:DRAWN:FIELD CREW