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Site PlanTSB TSB TSBROBERTS GARDENNORTHSWEET ROAD ROUTE 9WALMART MDR ZONING DI S T R I C T CI ZONING DIS T R I C T CI ZONING DISTRICTMDR ZONING DISTRICTCI ZONING DISTRICTMDR ZONING DISTRICT©2021 PROJECT NO. 21.1302 DRAWING NO. 21-0149 C.T. MALE ASSOCIATES WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCHITECTURE - COMMISSIONER'S REGULATIONS PART 69.5. WARNING: IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROFESSIONAL ENGINEERING AND LAND SURVEYING - ART. 145, SECTION. 7209 G-001 HOFFMAN CAR WASH 919 STATE ROUTE 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 518.786.7400 www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY NORTH NEW YORK STATE NIAGARA ERIE ORLEANS MONROE WYOMING WAYNE GENESEE CHAUTAUQUA CATTARAUGUS ALLEGANY LIVINGSTON ONTARIO SCHUYLER SENECA CAYUGA OSWEGO ONONDAGA ONEIDA LEWIS JEFFERSON ST. LAWRENCE FRANKLIN CLINTON ESSEX HAMILTON SARATOGA WARREN MONTGOMERY ALBANY COLUMBIA OTSEGO SCHOHARIE GREENE DELAWARE ULSTER SULLIVAN DUTCHESS ORANGE PUTNAM ROCKLAND WESTCHESTER BRONX KINGS RICHMOND QUEENS NASSAU SUFFOLK MADISON CHENANGO STEUBEN CHEMUNG TIOGA BROOME TOMPKINS SCH E N E C T A D Y YATES WASHINGTONRENSSELAER CORTLAND HERKIMER FULTON TOWN OF QUEENSBURY SHEET OF CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\G-001_CVR.dwg1401 NORTH PROJECT SITE SITE PLAN SCALE: 1"=60' SITE LOCATION MAP N.T.S. WEEKS ROAD FOR MUNICIPAL REVIEW PURPOSES ONLY NOT FOR CONSTRUCTION DRAWING LIST SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 01 COVER SHEET G-001 02 EXISTNG CONDITONS PLAN C-101A 03 SITE LAYOUT PLAN C-101 04 SITE GRADING & SOIL EROSION & SEDIMENT CONTROL PLAN C-102 05 SITE UTILITY PLAN C-103 06 SITE LANDSCAPING PLAN C-104 07 SITE DETAILS C-501 08 SITE DETAILS C-502 09 SITE & WATER DETAILS C-503 10 SANITARY SEWER DETAILS C-504 11 SANITARY SEWER DETAILS C-505 12 STORM SEWER DETAILS C-506 13 EROSION & SEDIMENT CONTROL DETAILS C-507 14 WATER RECOVERY TANK DETAILS C-508 LANDS NOW OR FORMERLY OF THE ROBERTS GARDEN NORTH PARTNERSHIP BOOK 810 PAGE 271 TAX MAP PARCEL ID 296.17-1-41 LANDS NOW OR FORMERLY OF QUEENSBURY HOLDINGS, LLC BOOK 4545 PAGE 291 TAX MAP PARCEL ID 296.13-1-17.2 LANDS NOW OR FORMERLY OF NILKANTH, INC BOOK 4882 PAGE 289 TAX MAP PARCEL ID 296.13-1-17.1 WEEKS RO A D TOWN ROA D NEW YORK STATE ROUTE NO. 9- S.H. 417ROW VARIES479.56 487.30 478.44 477.19 476.89 474.32474.88474.96 475.34 475.39 475.29 484.22 483.28 476.83 477.150.4'±0.6'±75.6'± 75.8'±52.1'±115.9'±88.0'± 88.2'± WV WV WV WV WV WV WV WVSMH SMH SMH SMH BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL CBCI CBCI CIRF AT CORNER CIRF CIRF (FLUSH) AT CORNER CMON HYD IPF IRF AT CORNER IRF LP LP LP LP LP LP LP LP TPED TPED SS SS SS SSSSSSRIM=473.90 RIM=475.03 8"INV THRU=467.93 TSP "BLIND PERSON AREA" SIGN NM 3.5-1 VZ 3 W/TEL RISER NM 2 NYT 2 NM 3.5 VZ 3.5 W/GUY WIRE NM 4 VZ 4 W/ERISER GUY WIRE BENCHMARK- RR SPIKE FOUND IN POLE NM 3 ELEVATION=474.91' BENCHMARK - N.H.O.A. ON HYDRANT ELEVATION=479.30' OLD SIGN POST W/STONE PLANTER CONCRETE PAD NM 3 NYT 3 TSB TSB TSB BLACKTOP BLACKTOP BLACKTOP BLACKTOP WOODED AREA BLACKTOP TRANSFORMER CONCRETE PAD CONCRETE PAD 1 STORY COMMERCIAL BUILDING "OUTBACK STEAKHOUSE" 1 STORY COMMERCIAL BUILDING FORMER CARWASH OVERHANGS AS NOTED TEL. FLAG DOUBLE YELLO W L I N E "STOP" SIGN "ROUTE 9/ WEEKS ROAD" SIGNS "30 MPH" SIGN SIGN "DEAD END" SIGN NM 1 W/TRANSFORMER, ELEC. RISER & TEL RISER W/GUY WIREG UG GAS PAINT MARK-OUT U/G ELECTRIC PAINT MARK OUT SPLIT RAIL FENC E BLACKTOP CONC 6'H WOOD FENCE SIGN W/ ELEC OUTLET TRANSFORMER ON CONCRETE PAD CONCRETE MONUMENT FOUND W/ NYS DISK SIGN BLACKTOP GRANITE CURBCONCRETE CURB 1.5' O.H. 1.5' O.H. 3.0' O.H. 3.0' O.H.1.0' O.H.1.0'O.H.1.0' O.H.3.0' O.H.3.0' O.H.1.0' O.H.COVERED CONC PAD RIM=473.84 (A)8" INV IN=466.84 8"INV THRU=466.24 CONCRETE CBCI TF=473.23 TF=473.02 TF=474.35 BRICK PAVER CROSSWALK RIM=476.48 8" INV THRU=467.28 CROSSWALK PEDESTAL TSP ON CONCRETE BASE G G G G G G G G G G GGGGGGAPPROXIMATE LOCATION OF EXISTING 4" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID APPROXIMATE LOCATION OF EXISTING 12" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID RET. WALL RAISED PLANTER BRICK PAVER CROSSWALKSTOPBAR FLUSH CURB CONC 0.4'± 2.3'±28.2'96.2'28.2'13.3'8.6'13.4'8.7'34.2'58.0'30.0'58.0'5.1' S06°34'10"E 71.67' S00°20'40"E 55.00' S42°50'10"W 37.00' N82°51'03"W 41.00' S06°33'00"E 63.50' 168.71' N83°27'00"E S06°33'00"EN83°27'00"E 83.60' N83°27'00"E S77°35'40"W 137.17' N83°05'20"W 170.11'N06°32'46"W339.12'123.40'160.50'S53°55'01"W 0.37' TO CMON FOUND N20°25'05"W 0.51' TO CIRF N26°09'57"E 1.03' TO IRF 1.2'±HIGHWAY BOUNDARYBLACKTOP PATCH 1967 HIGHWAYBOUNDARYDEED LINE FORMERPINE DRIVEUNDEVELOPED1967 HIGHWAY BOUNDARYLANDS NOW OR FORMERLY OF 919 STATE ROUTE 9, LLC BOOK 6060 PAGE 199 TAX MAP PARCEL ID 296.17-1-42 AREA = 2.011± ACRES OR 87,615± SQ. FT. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING PAVEMENT, CONCRETE AND STRUCTURES NECESSARY FOR NEW CONSTRUCTION BAR SCALE 1 inch = ft. 30 0 15 30 60 30 c PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400 www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY 18.____ HOFFMAN CARWASH 919 STATE ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1302 SEPT. 9, 2021 14 FRANCIS G. PALUMBO R.L.A NO. 001226 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNED "ONLY COPIES OF THIS MAP SIGNED IN RED INK AND EMBOSSED WITH THE SEAL OF AN OFFICER OF C.T. MALE ASSOCIATES OR A DESIGNATED REPRESENTATIVE SHALL BE CONSIDERED TO BE A VALID TRUE COPY".K:\Projects\211302\LD\Drawings-Maps\C-101A_EX.DWGC-101A_EX.DWGEXISTING CONDITIONS PLAN OKS OKS FGP 1" = 30' C-101A 2 NONE DEMOLITION NOTES: 1.DEMOLITION DEBRIS, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL MATERIAL, AND CONSTRUCTION REFUSE SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF OFF THE PROPERTY, IN ACCORDANCE WITH APPLICABLE REGULATIONS. WHEN REMOVING AND TRANSPORTING SAID ITEMS, DO SO IN A MANNER THAT PREVENTS SPILLAGE ON ADJACENT SURFACES AND AREAS, IN ACCORDANCE WITH APPLICABLE REGULATIONS. BURNING IS PROHIBITED. 2.CONFORM TO APPLICABLE CODES FOR DEMOLITION OF STRUCTURES, PRESERVATION OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF CONTROL, AND HAULING/DISPOSAL/STORAGE OF DEBRIS. 3.PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES AS NECESSARY. 4.THE CONTRACTOR SHALL VERIFY THE LOCATION AND STATUS OF ALL UTILITY SERVICES ENCOUNTERED PRIOR TO SCHEDULING A PLANNED INTERRUPTION. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OPERATIONAL FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE OWNER AND THE AUTHORITIES HAVING JURISDICTION. 5.PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES THAT MAY BE IMPACTED BY THE PROPOSED WORK. PROVIDE BRACING AND SHORING, AS NECESSARY. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY AUTHORITY HAVING JURISDICTION. 6.UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL PURPOSES ONLY. THEIR EXACT LOCATION SHALL BE FIELD VERIFIED BEFORE CONSTRUCTION BEGINS. DISCONNECT AND SEAL, OR CAP-OFF, UTILITY SERVICES THAT WILL BE AFFECTED BY THIS PROJECT. NOTIFY AFFECTED UTILITY OWNERS BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE PROGRESSING WITH THE WORK. 7.PROTECT EXISTING FEATURES THAT ARE NOT INTENDED TO BE DEMOLISHED. 8.CONDUCT DEMOLITION OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC AND PRIVATE ACCESS. 9.MAINTAIN INGRESS AND EGRESS TO THE SITE AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT PUBLIC ROADWAYS, OR SIDEWALKS WITHOUT OBTAINING NECESSARY PERMITS/APPROVALS. 10.FIELD VERIFY EXISTING CONDITIONS AND COORDINATE WITH THE REQUIREMENTS INDICATED ON THE SITE DEMOLITION PLAN AND ARCHITECTURAL BUILDING DEMOLITION PLAN TO DETERMINE THE REQUIRED EXTENT OF THE SELECTIVE DEMOLITION. 11.CONDUCT DEMOLITION OPERATIONS IN A MANNER THAT PREVENTS INJURY TO PERSONS AND DAMAGE TO ADJACENT BUILDINGS/STRUCTURES AND FACILITIES THAT ARE TO REMAIN. ENSURE SAFE PASSAGE OF PERSONS AND VEHICLES AROUND THE SELECTIVE DEMOLITION OPERATIONS. 12.USE WATER MIST, TEMPORARY ENCLOSURES AND/OR OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT DURING SELECTIVE DEMOLITION OPERATIONS. COMPLY WITH APPLICABLE ENVIRONMENTAL PROTECTION REGULATIONS DURING SELECTIVE DEMOLITION OPERATIONS. DO NOT USE WATER WHEN IT HAS THE POTENTIAL TO CAUSE DAMAGE TO EXISTING CONSTRUCTION, SUCH AS ICING, FLOODING, AND POLLUTION. 13.CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO THEIR FORMER CONDITION PRIOR TO THE START OF SELECTIVE DEMOLITION. 14.ALL ABANDONED UTILITY PIPES SHALL BE CAPPED WATERTIGHT AT EACH PIPE END. BACKFILL EXCAVATIONS WITH NYSDOT FLOWABLE FILL UP TO THE PROPOSED PAVEMENT SUBGRADE ELEVATION. 15.ALL ABANDONED STRUCTURES SHALL HAVE THEIR PIPES CAPPED WATERTIGHT. REMOVE FRAMES, COVERS, GRATES & THE UPPER CONCRETE PORTION OF THE STRUCTURE BELOW THE PROPOSED PAVEMENT SUBGRADE ELEVATION. THE REMAINDER OF THE STRUCTURE SHALL BE BACKFILLED WITH NYSDOT FLOWABLE FILL. ALL STRUCTURES WITHIN THE BUILDING FOOTPRINT SHALL BE REMOVED ENTIRELY & THE EXCAVATION BACKFILLED WITH NYSDOT FLOWABLE FILL UP TOT HE PROPOSED BUILDING SLAB SUBGRADE ELEVATION. 40'±160'± 75.0'31.7'140.7' INFILTRATION BASIN #IB112'20' 5,750 SF CAR WASH BUILDING15'20'12'26'24'24' 50' 8' 10'X14' DUMPSTER PAD WITH ECLOSURE &ADJACENT SHED CONCRETE SIDEWALK ACCESSIBLE PARKING SPACE SIDEWALK RAMP VACVACUUM ENCLOSURE CMU TO MATCH COLOR OF BUILDING3 EMP. & 9 VACUUM SPACES3 EMP. & 9 VACUUM SPACESASPHALT PAVEMENT AREA, TYP. CONCRETE CURB ASPHALT PAVEMENT AREA, TYP. BYPASS LANE AUTOMATIC PAY STATION10'3.5'10'3.5'10'CONCRETE SIDEWALK VEHICLE HEIGHT RESTRICTION BARRIER SWEET ROA D STOP SIGN "DO NOT ENTER" SIGN "DO NOT ENTER" SIGN TRAFFIC FLOW ARROWS TRAFFIC FLOW ARROWS FREESTANDING SIGN 20' HIGH AND 40' FLAG POLE (BY OTHERS) 15' PROPOSED RECONFIGURED ACCESS TO ROUTE 9 (SUBJECT TO NYSDOT APPROVAL)17.4'9'9'POROUS PAVEMENT AREA, TYP. POROUS PAVEMENT AREA, TYP. LIGHT POLE TO BE RELOCATED LIGHT POLE TO BE RELOCATED LIGHT POLE TO BE RELOCATED TRAFFIC SIGNAL BOX TO BE RELOCATED 25.5'12.0'20.0'LIGHTING BY OTHERS, TYP (CUT OFF SHIELDS ALONG RESIDENTIAL ZONE) LIGHTING BY OTHERS, TYP DETENTION BASIN #DB1PROPOSED 25.0' SIDE YARD SETBACK PROPOSED 25.0' REAR YARD 1 SETBACK PROPOSED 25.0 ' R E A R YARD 2 SETBAC K PROPOSED 75.0' FRONT YARD 2 SETBACK PROPOSED 75.0' F R O N T YARD 1 SETBACK PROPOSED 25 . 0 ' R E A R YARD 2 SETBA C K 79.4'ENTRANCE SIGN BY OTHERS R20'WEEKS RO A D TOWN ROA D NEW YORK STATE ROUTE NO. 9- S.H. 417ROW VARIES0.4'±0.6'±75.6'± 75.8'±52.1'±115.9'±88.0'± 88.2'± WV WV WV WV WV WV WV WVSMH SMH SMH SMH CIRF AT CORNER CIRF CIRF (FLUSH) AT CORNER CMON HYD IPF IRF AT CORNER IRF TPED TPED TSP "BLIND PERSON AREA" SIGN TSB TSB TSB BLACKTOP BLACKTOP WOODED AREA BLACKTOP TRANSFORMER CONCRETE PAD CONCRETE PAD 1 STORY COMMERCIAL BUILDING "OUTBACK STEAKHOUSE" TEL. FLAG DOUBLE YELLO W L I N E "STOP" SIGN "ROUTE 9/ WEEKS ROAD" SIGNS "30 MPH" SIGN SIGN "DEAD END" SIGN G UG GAS PAINT MARK-OUT SPLIT RAIL FENC E BLACKTOP CONC 6'H WOOD FENCE TRANSFORMER ON CONCRETE PAD CONCRETE MONUMENT FOUND W/ NYS DISK SIGN BLACKTOP GRANITE CURBCONCRETE CURB BRICK PAVER CROSSWALK CROSSWALK PEDESTAL TSP ON CONCRETE BASE G G G G G G G G G G GGGGGGAPPROXIMATE LOCATION OF EXISTING 4" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID APPROXIMATE LOCATION OF EXISTING 12" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID BRICK PAVER CROSSWALKSTOPBAR FLUSH CURB 0.4'± 2.3'± S06°34'10"E 71.67' S00°20'40"E 55.00' S42°50'10"W 37.00' N82°51'03"W 41.00' S06°33'00"E 63.50' 168.71' N83°27'00"E S06°33'00"EN83°27'00"E 83.60' N83°27'00"E S77°35'40"W 137.17' N83°05'20"W 170.11'N06°32'46"W339.12'123.40'160.50'S53°55'01"W 0.37' TO CMON FOUND N20°25'05"W 0.51' TO CIRF N26°09'57"E 1.03' TO IRF 1.2'±HIGHWAY BOUNDARY1967 HIGHWAYBOUNDARYDEED LINE FORMERPINE DRIVEUNDEVELOPED1967 HIGHWAY BOUNDARYPROPOSED 25.0' SIDE YARD SETBACK TSB TSB TSB SITE STATISTICS ZONE: COMMERCIAL INTENSIVE (CI) TRAVEL CORRIDOR OVERLAY REQUIRED EXISTING PROPOSED MIN. LOT AREA 87,615± SF (2.01 ACRES) 87,615± SF (2.01 ACRES) 87,615± SF (2.01 ACRES) BUILDING HEIGHT MAX. 40 FEET ~25 FEET ~25 FEET BUILDING AREA -4,560± SF (5.2%)5,750 SF (6.6%) IMPERVIOUS AREA 70.0%24,475± SF (27.9%)40,497± SF (46.2%) GREENSPACE 30.0%72.1%53.8% FRONT YARD 1 (ROUTE 9)75 FEET 71.0± FEET 75.0± FEET FRONT YARD 2 (WEEKS ROAD)75 FEET 50.5± FEET 79.4± FEET REAR YARD 1 25 FEET 208.5± FEET 140.7± FEET REAR YARD 2 25 FEET 23.2± FEET 31.7± FEET FLOOR AREA RATIO 0.3 (26,284 SF)0.05 (4,560 SF)0.07 (6,196 SF) PARKING 29 SPACES (5 PER 1,00O SF)UNKNOWN 45 SPACES* STACKING SPACES 9 SPACES UNKNOWN 20 SPACES BAR SCALE 1 inch = ft. 30 0 15 30 60 30 PROJECT SITE WEEKS ROADROBERTS GARDENNORTHMONTRAY ROADSWEET ROAD LAWTON ROADROUTE 9WALMART VICINITY MAP 1" = 200' 1.AREA OF BUILDING TO BE USED - 6,400 SF CAR WASH BUILDING 2.MAXIMUM NUMBER OF EMPLOYEES - 7 EMPLOYEES PER SHIFT 3.MAXIMUM SEATING CAPACITY - N/A 4.NUMBER OR PARKING SPACES EXISTING AND REQUIRED FOR THE INTENDED USE - 6 EMPLOYEES SPACES, 1 ACCESSIBLE SPACE AND 23 STACKING SPACES. SITE STATISTICS FOR NEW CONSTRUCTION MDR ZONING DI S T R I C T CI ZONING DIS T R I C T CI ZONING DISTRICTMDR ZONING DISTRICTCM ZONING DISTRICTMDR ZONING DISTRICTCM ZONING DISTRICTMDR ZONING DISTRICTCI ZONING D I S T R I C T MDR ZONIN G D I S T R I C T CI ZONING DISTRICTMDR ZONING DISTRICTc PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400 www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY 18.____ HOFFMAN CARWASH 919 STATE ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1302 SEPT. 9, 2021 14 FRANCIS G. PALUMBO R.L.A NO. 001226 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-101_SPNEW.DWGC-101_SPNEW.DWGSITE LAYOUT PLAN OKS OKS FGP 1" = 30' C-101 3 NONE *INCLUDES 18 SELF-SERVICE VACUUM SPACES, 6 EMPLOYEE PARKING SPACES, 1 ACCESSIBLE PARKING SPACE, 9 STACKING SPACES AT PAY STATIONS AND 11 ADDITIONAL STACKING SPACES. FFE:477.83 FFE:478.00 FFE:478.00 FFE:477.67 FFE:478.13 W W W W SWEET ROA D SS SS FFE:478.00 TRENCH DRAIN TF=477.90 TRENCH DRAIN TF=477.57 TC=480.00 BC=479.50 TC=480.00 BC=479.50 TC=480.85 BC=480.35 TC=480.00 BC=479.50 TC=480.00 BC=479.50 TC=479.71 BC=479.21 TC=478.25 BC=477.75 TC=478.25 BC=477.75 ST CB1 TF=477.00 CB3 TF=476.50 STSTSTSTSTSTOS1 TF=475.25 CB2 TF=479.25 TC=477.70 BC=477.20 TC=477.75 BC=477.25 TC=477.25 BC=476.75 TC=477.75 BC=477.25 TC=477.75 BC=477.25 TC=477.75 BC=477.25 TC=477. 5 0 BC=477. 0 0 TC=477.35 BC=476.85 TC=477.35 BC=476.85 TC=477.35 BC=476.85 TC=477.10 BC=476.60 TC=477.75 BC=477.25 TC=478.25 BC=477.75 TC=478.00 BC=477.50 TC=478.45 BC=477.95 TC=478.85 BC=477.35 TC=477.25 BC=476.75 TC=476.98 BC=476.49 HTU1 TF=478.25 HTU2 TF=477.25 SILT FENCE, TYP. EROSION CONTROL BLANKET TO BE USED ON ALL SLOPES 3H:1V OR STEEPER, TYP. INLET PROTECTION, TYP. INLET PROTECTION, TYP. STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT ST ST ST ST CB4 TF=476.56 CB5 TF=476.30 OS2 TF=477.10 SILT FENCE, TYP. 480.00 477.95 476.25 476.25 475.18 ME 475.25 ME 475.20 ME 477.00 476.90 476.25 4 7 7 478476 475 474 476 478 479480 478 478478 4 7 9 4794 7 9 477 476 477 476 475 477 477 4 7 8 480480478479477480481 473 476 477 475 474 475 478 477 476 475 477473 474 476.00 TC=479.71 BC=479.21 TC=477.05 BC=476.55 TC=477. 2 5 BC=476. 7 5 476.90 474.60 474.60 WEEKS RO A D TOWN ROA D NEW YORK STATE ROUTE NO. 9- S.H. 417ROW VARIESWV WV WV WV WV WV WV WVSMH SMH SMH SMH HYD TPED TPED SS SS SS SSSSSSRIM=473.90 RIM=475.03 8"INV THRU=467.93 TSP "BLIND PERSON AREA" SIGN BENCHMARK- RR SPIKE FOUND IN POLE NM 3 ELEVATION=474.91' BENCHMARK - N.H.O.A. ON HYDRANT ELEVATION=479.30' TSB TSB TSB TEL. FLAG "STOP" SIGN "ROUTE 9/ WEEKS ROAD" SIGNS "30 MPH" SIGN SIGN "DEAD END" SIGN G UG GAS PAINT MARK-OUT SIGN RIM=473.84 (A)8" INV IN=466.84 8"INV THRU=466.24 RIM=476.48 8" INV THRU=467.28 CROSSWALK PEDESTAL TSP ON CONCRETE BASE G G G G G G G G G G GGGGGGAPPROXIMATE LOCATION OF EXISTING 4" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID APPROXIMATE LOCATION OF EXISTING 12" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID 4 7 9 4 7 8 477476 475 474482 482 4 8 1 478 478 477 476 476476 4 7 4 475 475 47 4 475 475 4 76 478 4 7 9 4 7 8 477 476 477 48 0 HIGHWAY BOUNDARY1967 HIGHWAYBOUNDARYDEED LINE FORMERPINE DRIVEUNDEVELOPED1967 HIGHWAY BOUNDARYBAR SCALE 1 inch = ft. 30 0 15 30 60 30 c PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400 www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY 18.____ HOFFMAN CARWASH 919 STATE ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1302 SEPT. 9, 2021 14 FRANCIS G. PALUMBO R.L.A NO. 001226 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-102_SG.dwgC-102_SG.dwgSITE GRADING & SOIL EROSION & SEDIMENT CONTROL PLAN OKS OKS FGP 1" = 30' C-102 4 NONE 1.DIG SAFELY NEW YORK (PHONE 800-962-7962 / PHONE 811 / WWW.DIGSAFELYNEWYORK.COM) SHALL BE NOTIFIED PRIOR TO BE CONDUCTING ANY TEST BORINGS, EXCAVATION OR CONSTRUCTION. UTILITY MARK-OUTS SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 2.THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON-SITE OR IN THE RIGHT-OF-WAY THAT MAY BE AFFECTED BY THE WORK, PRIOR TO EXCAVATING AND SITE GRADING. 3.SITE GRADING SHALL NOT PROCEED UNTIL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE PATTERNS DURING THE COURSE OF THE WORK. 5.NO SAW CUTTING OF EXISTING ROADWAY IS ALLOWED. DIRECTIONAL DRILLING MUST BE PERFORMED CROSSING THE ROAD. NO PAVEMENT CUTS OR SHOULDER DISTURBANCE WITHOUT THE APPROVAL OF TOWN HIGHWAY SUPERINTENDENT. 6.EARTHWORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. IN THE EVENT THAT WORK OUTSIDE OF DESIGNATED LIMITS OF CONSTRUCTION IS NECESSARY, THE PERMISSION OF THE PROPERTY OWNER MUST FIRST BE OBTAINED BEFORE COMMENCING SUCH WORK. 7.BOX TREES, SHRUBS, AND HEDGES TO REMAIN BEFORE PLACING EARTH AGAINST OR NEAR THEM. SHRUBS AND HEDGES, WHICH MUST BE REMOVED TO PERFORM THE WORK, SHALL BE HEALED IN AND REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED TREES, SHRUBS AND/OR HEDGES INTENDED TO REMAIN SHALL BE REPLACED IN SIMILAR SIZE AND SPECIES AT THE CONTRACTOR'S EXPENSE. 8.THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING, BARRICADES, OR OTHER SUITABLE PROTECTION LOCATED OUTSIDE THE DRIP LINE (OUTER PERIMETER OF BRANCHES) TO PROTECT TREES AND OTHER PLANTS INTENDED TO REMAIN FROM DAMAGE. 9.CONSTRUCTION ACTIVITY WITHIN THE TOWN ROW SHALL BE RESTORED, GRADED FOR DRAINAGE AND VEGETATION ESTABLISHED PRIOR TO C.O. ISSUANCE. 10.ALL DISTURBED AREAS WILL BE RESTORED IN ACCORDANCE WITH THE SOIL RESTORATION REQUIREMENTS IN TABLE 5.3 OF THE DESIGN MANUAL (SEE PAGE 5-22). 11.NOTIFY AND APPLY FOR WORK PERMIT THROUGH THE TOWN OF WILTON HIGHWAY DEPARTMENT PRIOR TO COMMENCING WORK IN THE TOWN RIGHT OF WAY. DIRECTION DRILLING UNDER ROADWAY IS REQUIRED. OPEN CUTS IN PAVEMENT SURFACE NEED TO BE APPROVED BY WILTON HIGHWAY DEPARTMENT, THE AUTHORITY HAVING JUSIDICTION OVER ROADWAY. 1.INSTALL STABILIZED CONSTRUCTION ACCESS AND PERIMETER EROSION AND SEDIMENT CONTROLS. 2.CLEAR AND GRUB THE SITE. 3.DEMOLITION OF EXISTING PAVEMENT, CURB AND SIDEWALK. 4.GRADE TEMPORARY SEDIMENT TRAP. 5.ROUGH GRADE THE STORMWATER MANAGEMENT AREAS. WHEN EXCAVATING INFILTRATION BASINS, EXCAVATE TO 1' ABOVE FINISHED GRADE TO PREVENT SILTATION DURING CONSTRUCTION. 6.ROUGH GRADE THE ROAD AND BUILDING FOOTPRINT. 7.INSTALLATION/CONNECTION OF UTILITIES. 8.ROUGH GRADE THE REMAINDER OF THE SITE. 9.STABILIZE THE AREAS OUTSIDE OF THE BUILDING FOOTPRINT AND THE ROADWAY, WITH STRAW AND SEED. 10.ESTABLISH FINAL GRADES, REMOVE SEDIMENT FROM TRAP AND PROPERLY DISPOSE OF IN AN APPROVED UPLAND AREA. 11.EXCAVATE INFILTRATION BASIN TO FINAL GRADES (REFER TO INFILTRATION BASIN CONSTRUCTION NOTES ON THIS SHEET). HYDROSEED AND PLACE SILT FENCE OR COMPOST FILTER SOCK AT TOE OF BASIN SLOPE(S). AS INDICATED ON THE PLANS. 12.CONSTRUCT SUBBASE SECTION OF ROADWAY AND FOUNDATION PREPARATION FOR BUILDING. 13.STABILIZE ALL OTHER AREAS THAT ARE DISTURBED. CONTINUE WORK IN THE DRIVEWAY AND BUILDING. 14.ONCE ALL UPLAND AREAS ARE STABILIZED WITH IMPERVIOUS COVER AND GRASSED AREAS HAVE ACHIEVED 80% VEGETATIVE COVER, PERIMETER EROSION CONTROLS MEASURES CAN BE REMOVED. 1.TO MAXIMIZE THE PERCOLATION IN THE BOTTOM OF THE INFILTRATION BASIN AND TO ESTABLISH AND MAINTAIN VEGETATIVE COVER, IT IS REQUIRED THAT A REDUCED DEPTH OF TOPSOIL (APPROXIMATELY 1.5 INCHES) BE SPREAD ACROSS THE BASIN FLOOR. THE TOPSOIL SHALL BE WORKED INTO THE UPPER 2 TO 3 INCHES OF NATIVE SAND CREATING A BLENDED MIXTURE OF TOPSOIL AND NATIVE SAND. USE LIGHT MECHANICAL EQUIPMENT(I.E., YORK RAKE, LANDSCAPE RAKE) TO AERATE AND BLEND THE TOPSOIL AND NATIVE SAND. 2.IT IS CRITICAL THAT THE CONTRACTOR AVOID THE USE OF HEAVY EQUIPMENT ON THE BASIN FLOOR WHEN PERFORMING THE SURFACE TREATMENT WORK. IF THE BASIN FLOOR HAS EXPERIENCED HEAVY POINT LOADING(I.E., COMPACTION) THEN THE BASIN FLOOR SHALL BE AERATED (DECOMPACTED) TO RESTORE THE NATURAL PERCOLATION RATE. THE INTENT IS TO PROVIDE ENOUGH ORGANIC TOPSOIL TO GET GRASS ESTABLISHED WITHOUT CHOKING OFF THE INFILTRATION CAPACITY THROUGH THE FLOOR OF THE BASIN. 3.FOR INFILTRATION BASINS THAT INCLUDE A FOREBAY COMPONENT, THE FOREBAY MAY BE EXCAVATED AND UTILIZED AS A SEDIMENT TRAP DURING CONSTRUCTION; HOWEVER, THE INFILTRATION BASIN PORTION OF THE BASIN MAY NOT BE EXCAVATED AND/OR UTILIZED AS A TEMPORARY SEDIMENT CONTROL DEVICE, AS THIS CAN CAUSE THE INFILTRATION BASIN TO BECOME SILTED IN, COMPACTED AND REDUCE ITS OVERALL INFILTRATION CAPABILITIES. PROPOSED 4" DIP WATER LATERAL APPROXIMATE LOCATION OF PAD FOR TRANSFORMER. LOCATION TO BE VERIFIED WITH NATIONAL GRID APPROXIMATE LOCATION OF GAS CONNECTION LOCATION TO BE VERIFIED WITH NATIONAL GRID W W W W INFILTRATION BASIN #IB1 SWEET ROA D SS SS INV OUT AT BLDG=471.17 1000 GAL OIL/WATER SEP RIM=763.46 6" INV IN=758.85 6" INV OUT=758.60 WATER RECOVERY TANK POURED-IN-PLACE 8" WASH BAY OUTLET=473.34 GGG GUE UEUESMH1 RIM=477.67 6" INV IN=470.87 6" INV OUT=470.77 15 LF-6" PVC SDR 26@2% 105 LF-6" PVC SDR 26@2% EX SMH PROP 6" INV IN=468.67 6 LF-6" PVC SDR 26@2% 6" INV OUT=472.97 104 LF-12" HDPE@1.0% EX CB PROP INV IN=470.00 OS1 TF=475.25 12" INV OUT=470.9 BOTTOM STORM =470.20 TOP SAN=467.10STSTSTSTSTSTSTCB2 TF=479.25 4" INV IN=476.25 12" INV OUT=476.25 (W. HOOD) (WITH 2' SUMP) CB1 TF=477.00 12" INV OUT=474.00 12" INV OUT=474.00 (W. HOOD) (WITH 2' SUMP) 4" PERFORATED UNDERDRAIN, TYP 4" PERFORATED UNDERDRAIN, TYP 51 LF-12" HDPE@ 0.5% 43 LF-12" HDPE@ 0.5% 45 LF-12" HDPE@ 0.5% ES1 12" INV=473.55 ES2 12" INV=473.10 41 LF-12" HDPE@ 0.5% 40 LF-12" HDPE@ 0.5% TRENCH DRAIN WITH ADA HEEL PROOF SLOTTED GRATE BY ABT PART 2506 TRENCH DRAIN WITH ADA HEEL PROOF SLOTTED GRATE BY ABT PART 2506 ST ST ST ST ES3 12" INV=476.03 6" ROOF DRAIN COLLECTION PIPE @1% MIN SLOPE REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF DOWNSPOUTS HTU1 TF=478.25 12" INV IN=473.75 12" INV OUT=473.75 CB3 TF=476.50 12" INV OUT=473.50 (W. HOOD) (WITH 2' SUMP) HTU2 TF=477.25 12" INV IN=473.30 12" INV OUT=473.30 OS2 TF=477.10 12" INV OUT 474.50 168 LF-12" HDPE@ 1.0% CB4 TF=476.56 12" INV IN=472.82 12" INV OUT=472.82 (W. HOOD) (WITH 2' SUMP) 40 LF-12" HDPE@ 1.0% CB4 TF=476.30 12" INV IN=472.42 12" INV OUT=472.42 (W. HOOD) (WITH 2' SUMP) 12" HDPE@ 1.0% TO BE CONNECTED TO STREET DRAINAGE SYSTEM DETENTION BASIN #DB1 WEEKS RO A D TOWN ROA D NEW YORK STATE ROUTE NO. 9- S.H. 417ROW VARIESWV WV WV WV WV WV WV WVSMH SMH SMH SMH CBCI CBCI HYD TPED TPED SS SS SS SSSSSSRIM=473.90 RIM=475.03 8"INV THRU=467.93 TSP "BLIND PERSON AREA" SIGN TSB TSB TSB TEL. FLAG "STOP" SIGN "ROUTE 9/ WEEKS ROAD" SIGNS "30 MPH" SIGN SIGN "DEAD END" SIGN G UG GAS PAINT MARK-OUT SIGN RIM=473.84 (A)8" INV IN=466.84 8"INV THRU=466.24 CBCI TF=473.23 TF=473.02 TF=474.35 RIM=476.48 8" INV THRU=467.28 CROSSWALK PEDESTAL TSP ON CONCRETE BASE G G G G G G G G G G GGGGGGAPPROXIMATE LOCATION OF EXISTING 4" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID APPROXIMATE LOCATION OF EXISTING 12" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRIDHIGHWAY BOUNDARY1967 HIGHWAYBOUNDARYDEED LINE FORMERPINE DRIVEUNDEVELOPED1967 HIGHWAY BOUNDARYBAR SCALE 1 inch = ft. 30 0 15 30 60 30 c PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400 www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY HOFFMAN CARWASH 919 STATE ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1302 SEPT. 9, 2021 14 FRANCIS G. PALUMBO R.L.A NO. 001226 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-103_SU.dwgC-103_SU.dwgSITE UTILITY PLAN OKS OKS FGP 1" = 30' C-103 5 NONE 1.THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON-SITE OR IN THE RIGHT-OF-WAY THAT MAY BE AFFECTED BY THE WORK, PRIOR TO EXCAVATING AND SITE GRADING. 2.UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL PURPOSES ONLY. THEIR EXACT LOCATION SHALL BE FIELD VERIFIED BEFORE CONSTRUCTION BEGINS. 3.EXPLORATORY EXCAVATIONS SHALL BE PERFORMED AT THE PROPOSED UTILITY CONNECTION LOCATIONS AND AS NEEDED BY THE CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING THE WORK, AT NO EXTRA COST TO THE OWNER. 4.BEFORE CONNECTING NEW UTILITY SERVICES TO EXISTING UTILITIES, VERIFY EXISTING UTILITY INVERTS AND NOTIFY THE ENGINEER OF ANY VARIATION FROM THE CONTRACT DRAWINGS. UTILITY SYSTEM COMPONENTS SHALL BE INSTALLED AT THE ELEVATIONS AND LOCATIONS SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE CONTRACT DRAWINGS WITHOUT PRIOR REVIEW AND APPROVAL BY THE ENGINEER. 5.WHERE POSSIBLE, SANITARY SEWER SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. A MINIMUM VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED BETWEEN THE EXTERIOR OF THE PIPES AT WATER MAIN CROSSINGS. WHEN IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, PRESSURE RATED WATER PIPE (E.G., PVC SDR-26 CLASS 160 PIPE) SHALL BE USED TO PROVIDE AT LEAST 10 FEET OF UNJOINTED PIPE ON EACH SIDE OF THE WATER MAIN BEING CROSSED. VERTICAL SEPARATION SHALL BE A MINIMUM OF 6 INCHES BETWEEN THE EXTERIOR OF PIPES FOR MAINTENANCE PURPOSES. 6.SANITARY SEWER COMPONENTS AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN THE "RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES," LATEST EDITION, AS PUBLISHED BY THE GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF STATE AND PROVINCIAL PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS (A.K.A. TEN STATE'S STANDARDS). 7.POTABLE WATER SERVICE COMPONENTS AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN THE "RECOMMENDED STANDARDS FOR WATER WORKS," LATEST EDITION, AS PUBLISHED BY THE GREAT LAKES - UPPER MISSISSIPPI RIVER BOARD OF STATE AND PROVINCIAL PUBLIC HEALTH AND ENVIRONMENTAL MANAGERS (A.K.A. TEN STATE'S STANDARDS). 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LAYOUT FOR NEW UTILITY CONSTRUCTION. THE CONTRACTOR SHALL RECORD TIE DIMENSIONS FOR NEW UTILITY WORK AND PROVIDE MARKED UP RECORD (AS-BUILT) PLANS FOR NEW UTILITIES SHOWING CONNECTIONS, BENDS, VALVES, LENGTHS OF LINE AND INVERTS. DOCUMENT OTHER EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION OF NEW UTILITIES ON THE RECORD PLANS. 9.THE CONTRACTOR(S) SHALL MAINTAIN EXISTING UTILITY SERVICES ON-SITE AND THOSE THAT MAY AFFECT ADJACENT PROPERTIES DURING CONSTRUCTION OF NEW UTILITY SERVICES. 10.BOX TREES, SHRUBS, AND HEDGES TO REMAIN BEFORE PLACING EARTH AGAINST OR NEAR THEM. SHRUBS AND HEDGES, WHICH MUST BE REMOVED TO PERFORM THE WORK, SHALL BE HEALED IN AND REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED TREES, SHRUBS AND/OR HEDGES INTENDED TO REMAIN SHALL BE REPLACED IN SIMILAR SIZE AND SPECIES AT THE CONTRACTOR'S EXPENSE. 11.NO WORK, STORAGE OR MATERIALS, OR TRESPASSING SHALL BE ALLOWED BEYOND THE BOUNDARIES OF ANY EASEMENTS WITHOUT FIRST RECEIVING PERMISSION FROM THE PROPERTY OWNER. W W W W SWEET ROA D SS SS STSTSTSTSTSTSTST ST ST ST 4 7 7 478476 475 474 476 478 479480 478 478478 4 7 9 4794 7 9 477 476 477 476 475 477 477 4 7 8 480480478479477480481 473 476 477 475 474 475 478 477 476 475 477473 474 1 AR 1 OV 5 JP 7 BGV1 AR 1 OV 5 JP 7 BGV 7 BGV 1 AR 4 JP 1 OV 1 AR 11 BGV 1 AR WEEKS RO A D TOWN ROA D NEW YORK STATE ROUTE NO. 9- S.H. 417ROW VARIESWV WV WV WV WV WV WV WVSMH SMH SMH SMH GAS MARKER GAS TEST GAS VALVE HYD TPED TPED SS SS SS SSSSSSRIM=473.90 RIM=475.03 8"INV THRU=467.93 TSP "BLIND PERSON AREA" SIGN TSB TSB TSB TEL. FLAG "STOP" SIGN "ROUTE 9/ WEEKS ROAD" SIGNS "30 MPH" SIGN SIGN "DEAD END" SIGN G UG GAS PAINT MARK-OUT SIGN 8"PVC8"PVC (A)8"PVC 8"PVCRIM=473.84 (A)8" INV IN=466.84 8"INV THRU=466.24 8"PVCRIM=476.48 8" INV THRU=467.288"PVCCROSSWALK PEDESTAL TSP ON CONCRETE BASE G G G G G G G G G G GGGGGGAPPROXIMATE LOCATION OF EXISTING 4" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID APPROXIMATE LOCATION OF EXISTING 12" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID 4 7 9 4 7 8 477476 475 474482 482 4 8 1 478 478 477 476 476476 4 7 4 475 475 47 4 475 475 4 76 478 4 7 9 4 7 8 477 476 477 48 0 HIGHWAY BOUNDARY1967 HIGHWAYBOUNDARYDEED LINE FORMERPINE DRIVEUNDEVELOPED1967 HIGHWAY BOUNDARYBAR SCALE 1 inch = ft. 30 0 15 30 60 30 c PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400 www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY 18.____ HOFFMAN CARWASH 919 STATE ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1302 SEPT. 9, 2021 14 FRANCIS G. PALUMBO R.L.A NO. 001226 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-104_SL.dwgC-104_SL.dwgSITE LANDSCAPING PLAN OKS OKS FGP 1" = 30' C-104 6 NONE GENERAL PLANTING NOTES: 1.TOPSOIL, SEED AND ESTABLISH LAWN IN ALL DISTURBED AREAS. 2.ALL SUBSTITUTIONS OF PLANT MATERIALS MUST BE APPROVED BY LANDSCAPE ARCHITECT (L.A.) OR ENGINEER BEFORE INSTALLATION, AND AFTER AWARD OF BID. 3.L.A. ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO PROPERTY OR PERSONAL INJURY OCCURRING DURING CONSTRUCTION OR THEREAFTER. CONTRACTOR IS RESPONSIBLE FOR ALL APPLICABLE INSURANCES. 4.ALL EVERGREEN PLANTS TO BE WILT-PROOFED IN LATE FALL. USE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5.ALL MULCHED PLANTING BEDS TO BE EDGED WITH SPADE TO ALLOW FOR MIN. OF 4" OF LAWN TOPSOIL TO BE PLACED ADJACENT TO MULCHED BED EDGE. ALL LAWN AREAS TO RECEIVE 4" OF TOPSOIL, AS PER SPECIFICATIONS. 6.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DIGGING. LOCATIONS SHOWN ON UTILITY PLANS ARE APPROXIMATE. CONTACT OWNER OR GENERAL CONTRACTOR FOR PLANS. 7.CONTRACTOR IS TO SUBMIT HYDROSEED MIXES TO L.A. OR ENGINEER FOR APPROVAL. 8.SEE DETAILS 1-3 ON THIS SHEET FOR PLANTING INSTALLATION. ALL TREES GREATER THAN 6' HEIGHT MUST BE STAKED AND GUYED PER DETAIL. 9.PLANTING PITS AND BEDS SHALL BE BACK FILLED TO THE DEPTHS INDICATED ON DETAILS. PREPARED SOIL MIX SHALL CONSIST OF A UNIFORM MIXTURE BY VOLUME OF 5 PARTS TOPSOIL, 2 PARTS PEAT MOSS, 1 PART SAND, AND PLANT FERTILIZER PER SPECIFICATIONS. 10.MULCH MATERIAL SHALL BE A HARDWOOD SHREDDED BARK MULCH DELIVERED IN BULK FORM. SAMPLES TO BE APPROVED BY OWNER. INSTALL AT A MIN. OF 3" IN BEDS, ISLANDS AND AROUND TREES. INSTALL MULCH WITHIN 3 DAYS OF PLANT INSTALLATION. 11.PLACE WEED FILTER FABRIC OVER GROUND AROUND BASE OF ALL EVERGREEN AND DECIDUOUS SHRUBS AND TREES IN THOSE AREAS TO BE MULCHED. 12.WEED FILTER FABRIC MATERIAL TO BE NON-WOVEN GEOTEXTILE, TYPAR 3301 OR EQUAL PLACED OVER SOIL AND AROUND PLANTS PRIOR TO MULCHING. 13.CONTRACTOR TO BROADCAST GRANULAR SLOW-RELEASE PRE-EMERGENT HERBICIDE, PER LABEL DIRECTIONS, PRIOR TO INSTALLING WEED FABRIC AND MULCH. 14.CONTRACTOR TO ADJUST PLANTINGS AROUND HYDRANTS, LIGHT POLE BASES, AND OTHER UTILITIES SO AS NOT TO CONFLICT WITH ACCESS OR USE. CONSULT ENGINEER FOR PLACEMENTS. 15.SEE GRADING PLANS FOR GRADING INFORMATION. 16.PLANT MATERIALS SHALL BE GUARANTEED TO BE IN VIGOROUS, HEALTHY GROWING CONDITION FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF LANDSCAPE INSTALLATION. SEE SPECIFICATIONS FOR MAINTENANCE REQUIREMENTS. SUBMIT GUARANTEE IN WRITING TO OWNER. 17.ALL DECIDUOUS TREES ISOLATED IN LAWN AREAS ARE TO BE MULCHED WITH 4' DIA. CIRCLE. EDGE TO MINIMIZE INTRUSION OF LAWN. 18.SPACING OF SHRUB PLANT MATERIAL SHALL BE MADE WITH KNOWLEDGE OF ANTICIPATED GROWTH HABITS OF PLANTS. DO NOT CROWD AROUND BASE OF TREES OR NEAR EDGES SUCH AS CURBS. PLANTING SCHEDULE QTY ABBR.BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS TREES 5 AR ACER RUBRUM RED MAPLE 2.5-3" CAL.SEE PLAN B&B 3 OV OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2-2.5" CAL.SEE PLAN B&B SHRUBS 32 BGV BUXUS GREEN VELVET GREEN VELVET BOXWOOD 2-3' HEIGHT SEE PLAN B&B 14 JP JUNIPERUS PFITZERIANA C COMPACT PFITZER JUNIPER 2' HEIGHT SEE PLAN B&B NOTES:1.REFER TO THE GEOTECHNICAL REPORT "GEOTECHNICAL EVALUATION PROPOSED CAR WASH342 SOUTH KINGSORO AVENUE TOWN OF GLOVERSVILLE, FULTON COUNTY, NEW YORK"DATED JUNE 11, 2021 PREPARED BY C.T. MALE ASSOCIATES FOR ADDITIONAL INFORMATION.2.ALL PAVING CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE REQUIREMENTS OFTHE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FORCONSTRUCTION AND MATERIALS, DATED JANUARY 1, 2019 AND ALL ADDENDA THERETO;SPECIFICALLY SECTIONS 200, 300, AND 400.3.THE LIGHT DUTY PAVEMENT SECTION SHALL BE UTILIZED ONLY FOR AUTOMOBILE PARKINGAREAS. ALL REMAINING PROPOSED PAVED AREAS (SUBJECT TO TRUCK AS WELL ASAUTOMOBILE TRAFFIC) SHALL BE HEAVY DUTY PAVEMENT.4.PRIOR TO PLACING THE SUBBASE, THE SUBGRADE SHALL BE PROOFROLLED AND COMPACTEDUSING A SMOOTH DRUM VIBRATORY ROLLER WITH A STATIC WEIGHT OF AT LEAST TEN (10)TONS. THE ROLLER SHALL COMPLETE AT LEAST SIX (6) PASSES ACROSS THE SUBGRADE AT ASPEED NO GREATER THAN THREE (3) FEET PER SECOND. ANY AREA WHICH PUMPS OR WEAVESUNDER THE PASSING ROLLER SHALL BE UNDERCUT AND STABILIZED THROUGH THEPLACEMENT OF SELECT STRUCTURAL FILL CONFORMING WITH THE REQUIREMENTS OFNYSDOT ITEM NO. 203.21.45°OC 2 ' - 0 "32"4" SOLIDBLUE20' 6"9'9'4"(TYP.)(TYP.)(TYP.)4" (TYP.)NOTES:1.PARKING STALLS SHALL BE DELINEATED WITH 4" WIDE WHITE PAINTED LINES.2.HATCHING AND RELATED PAVEMENT MARKING SHALL BE 4" WIDE WHITE PAINTED LINES.3.HANDICAP PARKING STALLS AND RELATED HATCHING STALLS SHALL BE DELINEATED WITH4" WIDE BLUE PAINTED LINES.4.HANDICAP SYMBOLS SHALL BE EXECUTED IN BLUE PAINT.NO PARKING SIGNPLACED ATHANDICAPPED STALL2 SIGNS PERINSTALLATION (TYP.)1'-0"ON BLUE BACKGROUNDWHITE SYMBOL AND LETTERS5'-0" - 7'-0"1'-0"2" DIA. GALVANIZED STEEL POSTHANDICAP PARKING SIGNPOSTED AT CENTER OF STALL(SEE DETAIL 7/DET1)NON-REFLECTIVEINTERNATIONALHANDICAPPEDSYMBOL-SCREENED ON HEAVYDUTY .080 ALUMINUM WITHROUNDED CORNERS MUTCDNO. P4-6C.40"3" COURSE HOT MIX ASPHALT,NYSDOT SPEC 402.2583QR1-1/2" COURSE HOT MIX ASPHALT,NYSDOT SPEC 402.0983QR12" COURSE SUBBASE COURSE,NYSDOT SPEC SECTION 304, TYPE2PROOFROLLED SUBGRADE(SEE NOTE BELOW)GEOTEXTILE MIRAFI 180N, 1-PLY 18" OVERLAP,NYSDOT SPEC SECTION 207 OR EQUIVALENTSCALE:CROSS REFERENCE:HANDICAP PARKING CONFIGURATIONNONE3C-501NONESCALE:CROSS REFERENCE:HANDICAP PARKING SIGNNONE7C-501NONED6"6"DCOMPACTED SUBGRADECONSTRUCTION JOINT3"3"EXPANSION JOINT3" TYPICAL3" TYPICAL3" TYP1/2"1/4"NOTES:1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THEREQUIREMENTS OF SECTION 608, SIDEWALKS, DRIVEWAYS, AND BICYCLEPATHS; SPECIFICALLY ITEM NO. 608.0101 CONCRETE SIDEWALKS ANDDRIVEWAYS, OF THE NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTIONAND MATERIALS, DATED JANUARY 1, 2019, AND ALL ADDENDA THERETO. SEENOTE NO. 10 FOR REQUIRED DETECTABLE WARNINGS.2. SUBBASE MATERIAL AND PLACEMENT SHALL CONFORM WITH THEREQUIREMENTS OF SECTION 304, SUBBASE COURSE; SPECIFICALLY ITEM NO.304.12, SUBBASE COURSE, TYPE 2, OF THE NYSDOT STANDARDSPECIFICATIONS FOR CONSTRUCTION AND MATERIALS DATED JANUARY 1,2019, AND ALL ADDENDA THERETO.3. REINFORCEMENT SHALL BE AS FOLLOWS: 5" THICK SIDEWALK: 6" X6"-W2.9/W2.9 WELDED WIRE MESH4. THICKNESS OF CONCRETE (D) SHALL BE 5".5. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000PSI AND HAVE BETWEEN 5% AND 8% ENTRAINED AIR.6. PROVIDE PREMOLDED EXPANSION JOINT FILLER AND SEALER AT 20' O.C.OR AS SHOWN ON PLANS.7. PROVIDE TOOLED CONTRACTION JOINTS AT 5'-0" O.C. BOTH WAYS OR ASSHOWN ON PLANS.8. JOINTS SHALL NOT BE SAW CUT.9. ALL EXPOSED SURFACES SHALL HAVE A BROOM TEXTURE FINISH.10. SIDEWALK SURFACE SHALL BE TREATED WITH AN APPROVED PENETRATINGSEALER "CONSPEC SILANE 40 WB," OR EQUAL, AS MANUFACTURED BY"CONSPEC MARKETING AND MANUFACTURING COMPANY" OF KANSAS CITY,KANSAS.TOOLED JOINT WITH1/4" R AND SEALERFIXED OBJECT OREXISTING SIDEWALKPREMOLDED EXPANSIONJOINT FILLER AND SEALERAPPROX. 20' O.C. OR ASSHOWN ON PLANSSUBBASE COURSE, TYPE 2NYSDOT ITEM NO. 304.121/4"RTYPICAL6 x 6-W2.9 x W2.9 WELDED WIRE MESHREINFORCEMENT AT MID-SLAB(SEE NOTE NO. 12.)TOOLED JOINT WITH1/4" R AND SEALER1/4"RTYPICALCOMPACTED SUBGRADESUBBASE COURSE, TYPE 2NYSDOT ITEM NO. 304.126 x 6-W2.9 x W2.9 WELDEDWIRE MESH REINFORCEMENTAT MID-SLAB (SEE NOTE NO. 12.)SCALE:CROSS REFERENCE:CONCRETE SIDEWALK DETAILSNONE1C-501NONENOTE:CONCRETE SHALL HAVEA 28-DAYCOMPRESSIVESTRENGTH (f'c) OF4,000 PSI AND HAVEBETWEEN 5% AND 8%ENTRAINED AIR.R= 3/4"MIN3"20"6"R= 3/4"FINISHED GRADESUBBASE6"5"PAVEMENT1" OR ASOTHERWISE INDICATEDSCALE:CROSS REFERENCE:CONCRETE CURB DETAILNONE6C-501NONESCALE:CROSS REFERENCE:HOT MIX ASPHALT PAVEMENT SECTIONNONE8C-501NONEPROOF ROLLEDSUBGRADE, OR SELECTGRANULAR FILLFINISHED GRADE 1"BELOW TOP OF CURB INALL LANDSCAPED AREAS.ESTABLISH GRASSON 4" COURSEOF TOPSOIL (TYP.)1.5'SEE PAVEMENT SECTIONSUBBASE COURSE6"12"HOT MIX ASPHALTWING GUTTER, SEEPLANS FOR LOCATIONSSCALE:CROSS REFERENCE:ASPHALT WING CURBNONE2C-501NONE3'-0"TYPICAL SIGN POSTCONCRETE FOUNDATION12" DIA. (f'c=4,000 PSI)3"3"2'-9"WITHOUT CURB ANCHOR6"2'6"SUBBASE COURSE, TYPE 2BENEATH CONC. PAVEMENTCONC. PAVEMENTCONCRETE WING CURB,SEE PLANS FOR LOCATIONSFINISHED GRADE 1"BELOW TOP OF CURB INALL LANDSCAPED AREAS.ESTABLISH GRASS ON6" COURSE OF TOPSOIL (TYP.)CONSTRUCTIONJOINTNOTES:1.REFER TO THE GEOTECHNICAL REPORT "GEOTECHNICAL EVALUATION PROPOSED CAR WASH342 SOUTH KINGSORO AVENUE TOWN OF GLOVERSVILLE, FULTON COUNTY, NEW YORK"DATED JUNE 11, 2021 PREPARED BY C.T. MALE ASSOCIATES FOR ADDITIONALINFORMATION.2.ALL CONCRETE PAVEMENT CONSTRUCTION AND MATERIALS, UNLESS OTHERWISEINDICATED, SHALL CONFORM WITH THE REQUIREMENTS OF THE NEW YORK STATEDEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION ANDMATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA THERETO; SPECIFICALLY SECTIONS200, 300, 500, AND REFERENCED SECTIONS.3.CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI, 5.0% TO8.0% ENTRAINED AIR, AND SLUMP RANGES AS FOLLOWS: A. FOR SLIP FORM PAVING 1 TO 2.5 INCHES B. FOR FIXED FORM PAVING 1.5 TO 3 INCHES4.COORDINATE SIZE AND LOCATION OF EQUIPMENT PADS WITH MECHANICALCONTRACTOR(S). ALL PADS SHALL HAVE TOOLED EDGES.6" CONCRETE PAVEMENT12" COURSE OF NYSDOT ITEM NO.304.12 SUBBASE COURSE, TYPE 2REINFORCEMENT AT MID-SLAB:GRADE 60 #4 BARS @ 12" O.C. BOTH WAYSCOMPACTED SUBGRADEGEOTEXTILE (GEOTEX 801)SCALE:CROSS REFERENCE:SITE SLAB-ON-GRADE SECTIONNONE5C-501NONESCALE:CROSS REFERENCE:CONCRETE WING CURBNONE4C-501NONESQUARE, STRAIGHT STEELPOLE WITH BRONZE FACTORYAPPLIED FINISHHAND HOLE ASSEMBLY4-4# RE-BARS VERT.#3 TIES @ 12" O.CBURNDY'S COMPRESSIONCONNECTOR CAT. NO.YGHC34C26SCHEDULE 40 PVCCONDUIT CONTINUOUS2" MIN.3,000 PSI CONCRETEVIBRATE CONCRETE TOENSURESMOOTH FORM FINISHABOVE GRADEPRECAST BASE OR CASTIN PLACE SONOTUBEREMOVED TO 6" BELOWGRADE.COMPACTED BASE ORUNDISTURBED SUBGRADEBOLT SIZE, LAYOUTMOUNTING PROCEDUREAS PER MFG. SPECS.PROVIDE SQUARE BASECOVER AS FURNISHEDBY POLE MFG.LIGHT FIXTURE(S)BY OTHERSPLAN VIEWSECTION VIEWLIGHT BASE SHALL BE INCREASED IN SIZEANDREINFORCED AS REQUIRED, TOACCOMMODATE SITE SPECIFIC SOILBEARING CAPACITIES AND ANTICIPATEDWIND LOADING PER ANSI A58.1-1982FINISHED GRADE24" DIA. MIN5' MIN.2'1" 18" MIN.SCALE:CROSS REFERENCE:LIGHT POLE BASE10C-501NONEPROOFROLLED SUBGRADE(SEE NOTE BELOW)HEAVY DUTY PAVEMENT(CAR WASH ACCESS/TRAVELLANE AND VACUUM AREAS)LIGHT DUTY PAVEMENT(PARKING LOTS, EMPLOYEE PARKING,BYPASS LANE, TRAVEL LANES)2-1/2" COURSE HOT MIX ASPHALT,NYSDOT SPEC 402.2583QR1-1/2" COURSE HOT MIX ASPHALT,NYSDOT SPEC 402.0983QR8" COURSE SUBBASE COURSE,NYSDOT SPEC SECTION 304, TYPE2GEOTEXTILE MIRAFI 180N, 1-PLY 18" OVERLAP,NYSDOT SPEC SECTION 207 OR EQUIVALENT19.9547CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\C-501_DET1.dwg cPROJECT NUMBER:1DATEREVISIONS RECORD/DESCRIPTIONPROJ. NOCHECKEDDRAFTEDC.T. MALE ASSOCIATESSCALE :CHECKDRAFTERAPPR.::::OFSHEETDWG. NO:UNAUTHORIZED ALTERATION ORADDITION TO THIS DOCUMENT IS AVIOLATION OF THE NEW YORK STATEEDUCATION LAW.DATE :23456789C.T. MALE ASSOCIATESEngineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400www.ctmale.comCOBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NYJOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY18.____HOFFMAN CARWASH919 STATE ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.1302SEPT. 9, 202114___FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-501_DET1.dwg C-501_DET1.dwgSITE DETAILSOKSOKSFGPAS NOTEDC-5017NONE SCALE:CROSS REFERENCE:VEHICLE HEIGHT RESTRICTION BARRIERNONE5C-502NONESCALE:CROSS REFERENCE:DUMPSTER ENCLOSURENONE3C-502NONESCALE:CROSS REFERENCE:40-FOOT HIGH ALUMINIUM FLAGPOLE DETAIL6C-502NONE4'-0" 4'-6" 6" 12"18"48"9"ALUMINUM FLASH COLLAR3000 PSI CONCRETE1/4" STEELBASE PLATE1/4" STEELSUPPORT PLATEWELDED TOGROUNDING SPIKESTEELCENTERINGWEDGESFOUNDATION SLEEVE -16 GA HOT DIPGALVANIZED STEELDRY SAND LIGHTLY TAMPEDAFTER ALIGNING POLEHARDWOOD WEDGES(SUPPLIED BY OTHERS4'-6" BOLLARD COVER4'-0"6"6"NOTE:1. SEE SITE PLAN FOR BOLLARD LOCATIONS.2. BOLLARDS SHALL BE SPACED AS INDICATED ON SITE PLAN.3. LOCATION SHALL BE NOT LESS THAN 3-FEET FROM THE OBJECT BEING PROTECTED IN ACCORDANCE WITH FC-NYS PART 312.2.4. COLOR SHALL BE SELECTED BY OWNER.6" I.D. DIAMETERSCHEDULE 40STEEL PIPE4,000 PSI CONCRETE FILLING4,000 PSI CONCRETE FOOTINGFOR BOLLARDFORM ROUNDED TOP WITHCONCRETE TO CAP PIPEFINISHEDGRADESUBBASEPAVEMENT SECTIONOR CONCRETE4'-0" BOLLARD 1/8" THICK POLYETHYLENE COVERWITH RETRO-REFLECTIVE TAPEBY "BOLLARDGARD" OR EQUIVALENTIN PAVEMENT AREATYPICAL BOLLARDIN GRASS AREATYPICAL BOLLARDSCALE:CROSS REFERENCE:CONCRETE BOLLARD2C-502NONESCALE:CROSS REFERENCE:VACUUM ENCLOSURE FOOTING DETAILNONE4C-502NONETOOLEDJOINT (TYP.)3" DIA. GATE POST (TYP.)8" THICK MASONRY WALL10'-0"14'-0"GATE LATCHHINGE(TYP.)LINE OF CONTINUOUS CONCRETEFOOTINGBENEATH CONCRETE BLOCKNOTES ON 10-FOOT DOUBLE PANEL GATE:1. GATE POSTS SHALL BE 3" NOMINAL O.D. SCHEDULE 40GALVANIZED STEEL PIPE CONFORMING WITH ASTM F-1083.2. GATE POSTS SHALL BE SET IN A CONCRETE FOUNDATION 12" IN DIAMETER AND 3'-6' DEEP. ALL CONCRETE FOR POSTfOUNDATIONS SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH(f'c) OF 3,000 PSI.3. DOUBLE PANEL GATE (10' WIDE, 6' HIGH): A. THE GATE POSTS SHALL BE SET WHERE INDICATED WITH ACLEAR OPENING OF 10'-0". B. GATE FRAMES (PANELS) SHALL BE FABRICATED FROM 2"NOMINAL O.D. SCHEDULE 40 GALVANIZED STEEL PIPE,CONFORMING WITH ASTM F-1083. EACH FRAME (PANEL)SHALL HAVE A 2" NOMINAL O.D. SCHEDULE 40 GALVANIZEDSTEEL PIPE DIAGONAL BRACE. FABRICATION OF GATE FRAMES(PANELS) SHALL BE BY WELDING. C. FENCE FABRIC FOR GATE FRAMES SHALL BE 6' HIGH, 9 GA.WIRE SIZE, 2" MESH, KNUCKLED AT THE TOP AND BOTTOM.FENCE FABRIC SHALL BE GALVANIZED STEEL. FENCE FABRICSHALL BE SECURED TO GATE FRAME WITH STRETCHER BARSSECURED BY SIX (6) CHAIN LINK BANDS ON EACH SIDE OFTHE FRAME AND TIED TO HORIZONTAL AND DIAGONALMEMBERS WITH 14 GAUGE GALVANIZED STEEL WIRE TIES AT12" O.C.D. GATE PANELS SHALL EACH HAVE A HOLD OPEN DEVICE.E.GATE SHALL BE PROVIDED WITH A CENTER DROP ROD AND ADROP ROD CATCHMENT PIPE SET IN THE CONCRETE SLAB ANDLOCATED SUCH THAT WHEN THE DROP ROD IS ENGAGED, THEGATE PANELS ARE IN CO-LINEAR ALIGNMENT.F.THE GATE LATCH SHALL BE THE MALLEABLE IRON FORK TYPEAS MANUFACTURED BY HOOVER FENCE CO. AS THEIR STRONGARM INDUSTRIAL GATE LATCH PAD LOCKS WILL BE PROVIDEDBY THE OWNER.G.GATE HINGES SHALL BE WELDABLE STEEL, CAST STEEL, ORMALLEABLE IRON, 180º OFFSET, INDUSTRIAL TYPE. HINGESSHALL NOT TWIST OR TURN UNDER THE ACTION OF THE GATE.BOTH GATE PANELS SHALL BE CAPABLE OF BEING OPENEDAND CLOSED EASILY BY ONE PERSON. HINGES SHALL BEGALVANIZED.4. SS30 PIPE IS UNACCEPTABLE MATERIAL FOR THIS GATE ANDPOSTS.10"3" CLEAR (TYP.)6'-0"2x4 KEY(TYP.)CONTINUOUS 8" THICKCONCRETE FOUNDATION WALLBENEATH CONCRETE BLOCK18" COURSE OF NYSDOT ITEMNO. 304.12 SUBBASE, TYPE 28" CONCRETE SLAB.CONCRETE SHALL HAVE A28-DAY COMPRESSIVESTRENGTH (f'c) OF 4,500 P.S.I.1/2" EXPANSIONJOINT AT JUNCTUREOF WALL AND SLAB4'-0" MIN.7'-4"10" HIGH X 18" WIDE CONTINUOUSCONCRETE FOOTING REINFORCEDWITH (3) #4 BARS1'-6" MIN. EMBEDMENT CAP BLOCK WITH SLOPE8" THICK MASONRY WALL,OWNERS REPRESENTATIVE TOSELECT MATERIAL OF WALLALL MASONRY CAVITIES SHALL BEFILLED SOLID WITH PORTLANDCEMENT MORTAR.NO. 4 REINF BARS @ 1'-4" O.C.6"x6"-W4.0 X W4.0WELDED WIRE MESHAT MID SLAB3" CLEAR (TYP.)10-FOOT WIDE, 6-FOOT HIGHDOUBLE PANEL GATE(SEE NOTES BELOW)DROP RODCATCHMENT PIPE1/2" EXP. JOINT12" DIA. GATE POSTFOUNDATION3'-6" DEEP (TYP.)10'-0"1'-4" (TYP.)CLEAR OPENING BETWEEN GATEPOSTS(CENTERED)SLOPE 1/8" PER FOOT 1/2" EXP. JOINT,TYPICAL ALONGINSIDE OF WALLSECTION A-APLAN#4 BARS VERTICAL @ 16" O.C. MAX.#4 BARS HORIZ. @ 12" O.C. MAX.ACI STD. HOOK ALTERNATEHOOKS EVERY OTHER BAR10"3" CLEAR (TYP.)2x4 KEY(TYP.)CONTINUOUS 8" THICK CONCRETE FOUNDATIONWALL BENEATH CONCRETE BLOCK8" COURSE OF NYSDOT ITEM NO.304.12 SUBBASE, TYPE 26" CONCRETE SLAB.CONCRETE SHALL HAVE A28-DAY COMPRESSIVESTRENGTH (f'c) OF 4,500 P.S.I.1/2" EXPANSIONJOINT AT JUNCTUREOF WALL AND SLAB4'-0" MIN.7'-4"10" HIGH X 18" WIDE CONTINUOUS CONCRETEFOOTING REINFORCED WITH (3) #4 BARS1'-6" MIN. EMBEDMENT NO. 4 REINF BARS@ 1'-4" O.C.6"x6"-W4.0 X W4.0WELDED WIRE MESHAT MID SLAB3" CLEAR (TYP.)#4 BARS VERTICAL @ 16" O.C. MAX.#4 BARS HORIZ. @ 12" O.C. MAX.ACI STD. HOOK ALTERNATE HOOKSEVERY OTHER BARLOWER 6': SPLIT FACE CMU #259 TOP 16": GROUND FACE BLOCK #399 NOTE: TOP COURSE OF BLOCK IS TO BE SOLID-NO CORES 3'-6"3'-6"REFER TO VACUTECH PLAN SETFOR LAYOUT AND DESIGN OFVACUUMS AND VACUUMENCLOSURE DATED JULY 2, 20214" X 4"4-4# RE-BARS VERT.#3 TIES @ 12" O.C3,000 PSI CONCRETEVIBRATE CONCRETE TO ENSURESMOOTH FORM FINISHABOVE GRADECOMPACTEDBASE ORUNDISTURBEDSUBGRADEFINISHEDGRADE24" DIA. MIN5' MIN.2'1"FINISHEDGRADE24" DIA. MIN5' MIN.CAP BLOCK8" THICK MASONRY WALL, OWNERSREPRESENTATIVE TO SELECT MATERIAL OFWALL TO MATCH EXISTING BUILDING EXTERIORALL MASONRY CAVITIES SHALL BE FILLED SOLIDWITH PORTLAND CEMENT MORTAR.9'SCALE:CROSS REFERENCE:AUTOMATIC TELLER DETAIL1C-50219.9547CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\C-502_DET2.dwg cPROJECT NUMBER:1DATEREVISIONS RECORD/DESCRIPTIONPROJ. NOCHECKEDDRAFTEDC.T. MALE ASSOCIATESSCALE :CHECKDRAFTERAPPR.::::OFSHEETDWG. NO:UNAUTHORIZED ALTERATION ORADDITION TO THIS DOCUMENT IS AVIOLATION OF THE NEW YORK STATEEDUCATION LAW.DATE :23456789C.T. MALE ASSOCIATESEngineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400www.ctmale.comCOBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NYJOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY18.____HOFFMAN CARWASH919 STATE ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.1302SEPT. 9, 202114FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-502_DET2.dwg C-502_DET2.dwgSITE DETAILSOKSOKSFGPAS NOTEDC-5028NONE EXCAVATION, TRENCHING, SHEETINGAND SHORING REQUIREMENTS:A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEADEQUACY OF ALL SHEETING AND SHORING USEDAND FOR ALL DAMAGE RESULTING FROM ITS FAILUREOR FROM PLACING, MAINTAINING AND REMOVING IT.B.REQUIREMENTS OF REGULATORY AGENCIES:1.SUBPART 23-4, "EXCAVATION OPERATIONS", OFNEW YORK STATE DEPARTMENT OF LABORINDUSTRIAL CODE RULE 23.2.SUBPART P, "EXCAVATIONS" OF UNITED STATESDEPARTMENT OF LABOR OSHA REGULATIONSFOR CONSTRUCTION.3.THE MORE STRINGENT REQUIREMENT IN EACHOF THE ABOVE CODES SHALL APPLY. THESEREQUIREMENTS ARE MINIMUM REQUIREMENTSAND SHALL BE INCREASED IF NECESSARY TOPROVIDE SAFE WORKING CONDITIONS.4.ALL MUNICIPAL, COUNTY, STATE, OR FEDERALORDINANCES, REGULATIONS, OR LAWS AND ALLNECESSARY PERMITS AND APPROVALS OBTAINEDBY THE CONTRACTOR SHALL BE OBSERVED.TOP SOILGRASS AREATRENCH BACKFILLINITIAL PIPE ADDITIONALPIPE ZONEBACKFILLBEDDING ANDBEDDING ANDZONE BACKFILLTRENCH EXCAVATION AS REQUIREDINCLUDED IN INSTALLATION OF PIPE TOPSOILCROWN OF PIPEBc/2Bc/2OF PIPESPRING LINEIDBcBc/44" MIN.INITIAL PIPEZONE BACKFILL ADDITIONALPIPE ZONEBACKFILLBdOVERLAP1'-0"BEDDING AND INITIALPIPE ZONE BACKFILLOPTIONAL EXTRA BEDDINGGEOTEXTILE-GEOTEX 401 OR EQUIVALENTNOTES:1.Bd=ID+18" OR AS OTHERWISE INDICATED.2.ALL DIP WATER MAINS SHALL HAVE RESTRAINED JOINTS AT MECHANICAL JOINT FITTINGS.3.CRUSHED STONE BEDDING AND INITIAL PIPE ZONE BACKFILL SHALL BE NO. 2 CRUSHED STONE CONFORMING WITH SECTION 703-02, COARSE AGGREGATE, OF THE NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA THERETO.4.OVER EXCAVATE AT BELLS TO PROVIDE FOR PLACEMENT OF 4" MIN. OF BEDDING BELOW BELLS.5.UNLESS OTHERWISE NOTED, ADDITIONAL PIPE ZONE BACKFILL AND TRENCH BACKFILL SHALL BE EXCAVATED MATERIAL DEEMED BY THE ENGINEER TO BE SATISFACTORY OR MATERIAL CONFORMING WITH REQUIREMENTS FOR NYSDOT ITEM NO. 203.07, SELECT GRANULAR FILL, OF SECTION 203, EXCAVATION AND EMBANKMENT, OF NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAT 1, 2008 AND ALL ADDENDA THERETO.12" C524"4.80"0.40"30"THICKNESSCLASSPIPE DIMENSIONSTRENCH DIMENSIONSPIPESIZEBARRELO.D.WALLMIN.THICKNESSBdEXCAVATIONROCK*BELOW PIPE6"*BELOW AND ON EACH SIDE OF ALL PIPES, VALVES, AND FITTINGS526"6.90"0.45"30"6"528"9.10"0.55"32"6"SCALE:CROSS REFERENCE:CLASS 52 DIP WATER SERVICEBEDDING AND BACKFILLNONE1C-503NONEONE FULL LENGTH (L)1/2 LW A T E R M A I N18" MIN. TOP OF SEWER TOBOTTEM OF WATER MAINSANITARY OR STORM SEWER18" MIN. TOP OF WATER MAINTO INVERT OF SANITARYSANITARY OR STORM SEWEROR STORM SEWERSCALE:CROSS REFERENCE:TYPICAL UTILITY CROSSINGNONE2C-503NONE(8) #6 BARS VERTICAL WITH ACI HOOK TO FOOTING ATCOLUMNS#4 BAR TIES AT COLUMNSANCHOR BOLTS BY SIGN MANUFACTURER. ASSUMED TO BE (4)1"Ø x 42" LONG ANCHOR BOLTS. VERIFY WITH MANUFACTURERCENTERLINE FOOTINGCENTERLINE COLUMN AT BASE PLATE0'-2" 0'-6"1'-0" TYP. 1'-0"12" WELL COMPACTED SELECT GRANULAR FILLTOP OF FOOTING(-4'-0") TYPICAL2'-6"2'-6"GRADE(0'-0") TYPICAL3'-0" WALL(5) #6 BARS SPACED EVENLY, CONTINUOUS#6 BARS AT 1'-6" ON CENTERSIGN SUPPORTS AND FINISH BY SIGN MANUFACTURER0'-3" CLEAR3" CLEAR 12'-0"3'-0"(8) #6 BARS VERTICAL,TYPICAL AT COLUMNS(20) #6 BARS VERTICAL, SPACEDEVENLY IN WALL AS SHOWNWELL COMPACTED STRUCTURAL FILLWALL REINFORCING PLANSCALE:CROSS REFERENCE:SIGN FOUNDATIONNONE3C-503NONE0'-6"#4 BAR TIES, TYPICAL AT COLUMNS(20) #4 BARS HORIZONTAL,SPACED EVENLY IN WALLNOTE:1.MONUMENT FOOTING REBAR CAGE IS PROVIDED BY OWNER'S SIGN COMPANY19.9547CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\C-503_DET3.dwg cPROJECT NUMBER:1DATEREVISIONS RECORD/DESCRIPTIONPROJ. NOCHECKEDDRAFTEDC.T. MALE ASSOCIATESSCALE :CHECKDRAFTERAPPR.::::OFSHEETDWG. NO:UNAUTHORIZED ALTERATION ORADDITION TO THIS DOCUMENT IS AVIOLATION OF THE NEW YORK STATEEDUCATION LAW.DATE :23456789C.T. MALE ASSOCIATESEngineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400www.ctmale.comCOBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NYJOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY18.____HOFFMAN CARWASH919 STATE ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.1302SEPT. 9, 202114FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-503_DET3.dwg C-503_DET3.dwgSITE & WATER DETAILSOKSOKSFGPAS NOTEDC-5039NONE Bc 12"Bc/4, 4"MIN.CRUSHED STONE BEDDING AND INITIAL PIPE ZONE BACKFILLOPTIONAL EXTRA BEDDING BdADDITIONAL PIPE ZONE BACKFILLCAREFULLY PLACED AND COMPACTEDTO 95% STANDARD PROCTOR DENSITYID BcTRENCHBACKFILLBEDDINGAND INITIALPIPE ZONEBACKFILL ADD'LPIPEBACKFILLSPRING LINE OF PIPECROWN (TOP) OF PIPEZONE (EXCAVATED MATERIAL)6" MIN. IN ROCKNOTES:1.CRUSHED STONE BEDDING AND INITIAL PIPE ZONE BACKFILL SHALL BE NO. 1 CRUSHEDSTONE CONFORMING WITH SECTION 703-02, COARSE AGGREGATE, OF THE NYSDOTSTANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, ANDALL ADDENDA THERETO.2.OVER EXCAVATE AT BELL TO PROVIDE FOR PLACEMENT OF 4" OF BEDDING BELOW BELLS.3.FOR SPECIFIC SANITARY SYSTEM APPLICATIONS, SDR 26, CLASS 160 PVC PRESSURE PIPE MAYBE CALLED FOR IN THE DRAWINGS. BEDDING AND PIPE ZONE BACKFILL FOR SAID SDR 35,CLASS 160 PVC PRESSURE PIPE SHALL BE AS DETAILED AND NOTED ABOVE.GEOTEXTILE-GEOTEX 401 OR EQUIVALENT1'-0" OVERLAPPIPE DIMENSIONSTRENCH DIMENSIONSNOMINALSIZEIDMIN WALLTHICKNESSTBARRELODBcID4"0.120"4.215"3.89"2"Bc/424"Bd6"ROCKEXCAVATIONBELOW PIPEPOLYVINYL CHLORIDE PIPE (SDR 26)6"0.241"6.275"5.793"8"0.323"8.400"7.754"10"0.404"10.500"9.692"2"3"3"30"32"34"6"6"6"BRASS PLUGSOLID, SQUARE NUT THREADEDIRON BODY FERRULE WITHSCHENECTADY SANITARY SEWERAPPROVED EQUAL STAMPEDPATTERN NO. 1213 ORCAMPBELL FOUNDRYMANHOLE FRAME AND COVERAND 1/8 BENDCOMBINATION WYESEE TRENCH DETAILSCRUSHED STONE BASE1/8" PER FT.MIN. SLOPE SEWERFROM MAIN LINESEWER LATERAL6" C.I. PIPE5' MIN. OR AS ORDERED LENGTH VARIES ADJUST TO GRADE MORTARGRADE RINGSGRADE w/ CONC.ADJUST TO FINISHFINISHED GRADESCALE:CROSS REFERENCE:TYPICAL CLEANOUT DETAILNONE3C-504NONESCALE:CROSS REFERENCE:SANITARY SYSTEM - SDR 26 PVC PIPEBEDDING AND BACKFILLNONE1C-504NONE5'-6" OUTLET (SEE NOTES 6 AND 7)4'-3"8' -2"4" M IN .'L'5" MIN.5'-9" INLET (SEE NOTES 6 AND 7)18"18"4" M IN .24" OPENING(TYP. SEE NOTE 8)NOTES:1.GREASE INTERCEPTORS SHALL BE 1,000 GALLON HEAVY DUTY UNITS AS MANUFACTURED BY THE FORTMILLER COMPANY, INC. OF SCHUYLERVILLE, NEW YORK, OR EQUIVALENT.2.CONCRETE ULTIMATE STRENGTH (f'c) SHALL BE 4,000 PSI.3.CONCRETE SHALL HAVE 5% TO 9% ENTRAINED AIR.4.STEEL REINFORCEMENT SHALL BE ASTM A615, GRADE 60.5.GREASE INTERCEPTOR SHALL BE DESIGNED TO SUPPORT AND WITHSTAND A.A.S.H.T.O. HS 20-44 TRAFFICLOADING.6.INLET AND OUTLET TEES ARE REQUIRED AND SHALL MATCH THE INLET AND OUTLET PIPE SIZES INDICATEDON SITE UTILITY PLAN. SEE DETAIL 2/C504 FOR CONFIGURATIONS OF TEES AND RELATED PIPING.7.KNOCKOUT SIZES SHALL BE PROVIDED TO ACCOMMODATE INLET AND OUTLET PIPE SIZES, LOCATIONS,AND ELEVATIONS INDICATED ON SITE UTILITY PLAN. HIGH DENSITY POLYETHYLENE PIPE SEALS SHALL BEPROVIDED AT ALL PIPE CONNECTIONS SHOWN.8.PROVIDE CAST IRON MANHOLE FRAMES AND COVERS IN ACCORDANCE WITH DETAIL 5/C504. ADJUSTFRAMES AND COVERS TO GRADE WITH PRECAST CONCRETE MH GRADE RINGS SET IN PORTLAND CEMENTMORTAR (SEE DETAILS 6/C504 & 7/C504) OR WITH CONCRETE BRICKS AND PORTLAND CEMENT MORTAR.8"4'-3"SECTION C-C8'-2"INLET6'-10"5'-9"2'-3" MIN.1" STAINLESS STEEL4'-0" SPACING (TYP)SECURING STRAP8"(TYP)5'-3"MIN.4'-0" MIN.SECTION B-B4'-3"6'-10"EXISTING GRADEMANHOLE ALONGSANITARY SEWERPRECAST CONCTANK A1000 GALOPTIONALINLET6"x6" SCH. 40 PVCPIPE TO SDR 26 PVCPIPE ADAPTORCOUPLING6" SCH. 40 PVC PIPE@2% MIN. SLOPE6" SDR 26 PVCPIPE @2% MIN.SLOPEMANHOLESTEPSTO PUBLICSEWER(MIN. 0.25' DROPBETWEEN INLET TOOUTLET ELEVATIONSTHROUGH TANK)6" SCH. 40PVC PIPEPVCCOUPLINGBEND ASREQUIREDCAST IN PLACEOR COREDRUBBER BOOT(TYP.)PRE-CASTCONCRETEMANHOLELIQUID LEVELCAST IRON MANHOLE FRAME AND COVER (TYP.)SYRACUSE CASTINGS PATTERN NO. 1009-8, ORNEENAH FOUNDRY COMPANY PATTERN NO. R-1556,OR EQUIVALENT (SEE DETAIL 5/C504).PRECAST CONCRETE GRADE RINGS ANDPORTLAND CEMENT MORTAR (SEEDETAIL 6/C504 AND 7/C504).6" DIA. SCH 40 PVCPIPE (OUTLET)1,000 GALLONGREASEINTERCEPTOR(TYP.) (SEEDETAIL 2/C504).UNDISTURBED EARTH OR ROCK (TYP.)INSTALL NON-WOVEN GEOTEXTILE SEPARATION FABRIC(TYP.) ("GEOTEX 801" OR EQUIVALENT)NOTES:1.FOR INVERT ELEVATIONS, SEE SITE UTILITY PLAN.2.FOR SPECIFICS OF 1,000 GALLON GREASE INTERCEPTORS, SEE DETAIL2/C504.3.ALL JOINTS BETWEEN PRECAST ELEMENT AND PIPE OR APPURTENANCESSHALL BE MADE WATERTIGHT.4.PRECAST GREASE INTERCEPTORS SHALL BE AS MANUFACTURED BY THE FORTMILLER COMPANY OF SCHUYLERVILLE, NEW YORK, OR EQUIVALENT.5.USE 6"x6" SCH. 40 PVC PIPE TO SDR 26 PVC PIPE RUBBER GASKETEDADAPTOR COUPLING, APPROXIMATELY ONE FOOT DOWNSTREAM OF THEDISCHARGE END OF THE SECOND GREASE INTERCEPTOR.6.POLYETHYLENE PIPE SEALS SHALL BE PROVIDED AT ALL PIPE CONNECTIONSSHOWN.7.CRUSHED STONE FOUNDATION COURSE: 12" MIN. ON EARTH, 6" MIN. ONROCK. CRUSHED STONE FOUNDATION COURSE SHALL BE NO. 2 CRUSHEDSTONE CONFORMING WITH SECTION 703-02; COARSE AGGREGATE, OF THENYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS,DATED MAY 1, 2008, AND ALL ADDENDA THERETO.FOUNDATION COURSE (TYP.)(SEE NOTE 7)OPTIONALINLET24" OPENING(TYP.)6" DIA. SDR 26 PVCPIPE2'-0"PIPE SIZE,MATERIAL ANDSLOPE PERUTILITY PLANBBAAFLOWSCALE:CROSS REFERENCE:OIL WATER SEPARATORNONE4C-504NONESCALE:CROSS REFERENCE:1,000 GAL. GREASE INTERCEPTOR UNITNONE2C-504NONEAARIBSREINFORCING"H" = 8""G" = 1 3/8 ""D" = 24"SECTION1/8" CLEARANCE"A" (27 7/8 " MIN)"B" = 26""C" = 25 3/4 ""E" = (27" MAX)"F" = (34" MIN, 40" MAX)SANITARYREWESYUSE AIR ENTRAINED CONCRETE 4000 PSI MIN.ASECTIONATHICKOR 10"4",6",8"THICK2" OR 3"BENT ALL AROUNDCENTER LAYER #3 BARSTEEL REINFORCEMENT#3 BAR BENT ALL AROUNDTOP & BOTTOM LAYERSTEEL REINFORCEMENTBE ROUGHERTOP & BOTTOM MAYOUTSIDE SURFACESSMOOTH INSIDE &PRIOR TO MORTARINGRING INSTALLATIONCUT OFF AFTER(2 REQ'D)SET AT ANGLESTEEL LIFT EYE1" COVER MIN.4"PLAN40"DIA24"DIA8"PRIVATESYRACUSE CASTINGS PATTERN NO. 1009-8 OR EQUAL -OR-NEENAH FOUNDRY COMPANY PATTERN NO. R-1556 OR EQUALLETTERING 1 3/4 " HIGHRAISED 1/4 "- LOCATE 180°APART ON PERIMETERFULL PENETRATING PICKHOLES (2 REQ'D 180° APARTON PERIMETER)NON-SKID COVERDESIGN, CIRCULARRAISED RIB PATTERNMACHINEDNON-ROCKING SEATSSAFETY VENTHOLES 4 REQ'DFLANGE BRACINGWEB (6 REQ'D)SCALE:CROSS REFERENCE:MANHOLE FRAME AND COVERNONE5C-504NONEPLANSCALE:CROSS REFERENCE:MANHOLE GRADE RINGNONE7C-504NONESMOOTH CEMENTMORTAR FILLET OUTSIDE.SET FRAME TOMATCH PAVEMENTSLOPECOAT BRICKWITH CEMENTMORTAROUTSIDETOOLEDJOINTINSIDE4"MIN TO 12"MAXPRECAST CONCRETEGRADE RING(S) &CEMENT MORTARCEMENT MORTARBED WITH JOINTSTROWELED SMOOTHINSIDE & OUT. CUTOFF LIFT EYES ANDMORTAR OVER.CONEIN PAVED AREASSCALE:CROSS REFERENCE:MANHOLE FRAME ANDCOVER INSTALLATIONNONE6C-504NONE19.9547CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\C-504_DET4.dwg cPROJECT NUMBER:1DATEREVISIONS RECORD/DESCRIPTIONPROJ. NOCHECKEDDRAFTEDC.T. MALE ASSOCIATESSCALE :CHECKDRAFTERAPPR.::::OFSHEETDWG. NO:UNAUTHORIZED ALTERATION ORADDITION TO THIS DOCUMENT IS AVIOLATION OF THE NEW YORK STATEEDUCATION LAW.DATE :23456789C.T. MALE ASSOCIATESEngineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400www.ctmale.comCOBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NYJOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY18.____HOFFMAN CARWASH919 STATE ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.1302SEPT. 9, 202114FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-504_DET4.dwg C-504_DET4.dwgSANITARY SEWER DETAILSOKSOKSFGPAS NOTEDC-50410NONE MIN3"FLEXIBLE JOINT REQUIREMENTS3' MAXSTD RUBBER GASKET PIPE JOINT ONLYPVC(FEET)"A"DISTANCEFLEXIBLE JOINT TYPE IN & OUTSEWER PIPE TYPEFIRST JOINTTABLE)JOINT COUPLING (PERFLEXIBLE PIPE JOINT OR"A"DISTANCE PER TABLEIN CORED HOLEBOOT SEAL ASSEMBLYFLEXIBLE RUBBERBOOTKORBAND HOLDINGALUMINUM ALLOYSEWER PIPEIN OR OUTBASE SLABTOP OFPIPE SPRINGLINEINTO MH AT2" MIN. PROJECTIONOF MANHOLEINSIDE FACEBASE SECTIONPRECAST CONCRETE(ASTM C923)SERIES 304 STAINLESS BAND CLAMPSERIES 305 STAINLESS SCREWAPPLY WITH TORQUE WRENCHSET TO 60-70 IN LBSDUCTILE IRONSTD RUBBER GASKET PIPE JOINT ONLY10' MAXSTEPS 12" O.C.FLEXIBLE RUBBERBOOT SEAL ASSEMBLY#1009 OR EQUALPLASTIC MH STEPMORTAR5" WALLTHICKNESSSEWER PIPEBUTYL ROPE ASPRIMARY JOINT SEALER24" DIAMINC COVERLSYRACUSE CASTINGS FRAME & COVERMANHOLE CONE SECTION4" MIN-12" MAXGRADE RINGSAND BENCHWALLSINVERT, CHANNELSEWER PIPE6" CRUSHED STONEMANHOLE BASE SECTIONMANHOLE RISER SECTIONPOLYPROPELENECOPOLYMER4'-0" DIAUSE ONLY WET-CAST UNITS. DRY-CAST NOT ACCEPTABLEGENERAL NOTES - DRAINAGE AND SANITARY SYSTEM STRUCTURES1.DRAINAGE AND SANITARY SYSTEM STRUCTURES SHALL BE PRECAST STRUCTURES.2.PRECAST STRUCTURES SHALL CONFORM WITH SECTION 706-04, PRECAST CONCRETE DRAINAGE UNITS, OF THE NYSDOT STANDARD SPECIFICATIONS FORCONSTRUCTION AND MATERIALS DATED MAY 1, 2008.3.SEE PLANS FOR ELEVATIONS AND LOCATIONS OF DRAINAGE AND SANITARY SYSTEM STRUCTURES AND THE TYPES OF COVERS/GRATES TO BE UTILIZED.4.REINFORCEMENT FOR DRAINAGE AND SANITARY SYSTEM STRUCTURES SHALL CONFORM WITH THE FOLLOWING SUBSECTION OF THE STATED NYSDOTSPECIFICATIONS:BAR REINFORCEMENT, GRADE 60 709-01WIRE FABRIC FOR CONCRETE REINFORCEMENT 709-02COLD DRAWN WIRE FOR CONCRETE REINFORCEMENT 709-095.SUMPS:SUMPS SHALL BE PROVIDED IN ALL CATCH BASINS.6.GRATES:OTHER THAN CASCADE GRATES, GRATES SHALL BE PLACED WITH BARS (LONGEST PART OF OPENING) PARALLEL TO THE SURFACE FLOW.7.WALL KNOCKOUTS: UNLESS OTHERWISE DETAILED, WALL KNOCKOUTS SHALL BE FORMED FOR EACH PIPE ENTRY. THE CLEARANCE BETWEEN THE OUTSIDE OF THE PIPE AND THEKNOCKOUT SHALL BE AT LEAST TWO INCHES BUT NO MORE THAN THREE INCHES. WHEN THE PIPE ENTRIES ARE SKEWED, RECTANGULAR KNOCKOUTS MAY BEUSED. THE CLEARANCE BETWEEN THE OUTSIDE OF THE SKEWED PIPE AND THE NEAREST CLEARANCE TO THE RECTANGULAR OPENING SHALL, HOWEVER STILL BETWO INCHES MINIMUM AND THREE INCHES MAXIMUM. THE RESULTING SPACE AROUND THE PIPE SHALL BE FILLED WITH MORTAR FOR CONCRETE MASONRY,CONCRETE GROUTING MATERIAL, OR CONCRETE REPAIR MATERIAL; UNLESS OTHER METHODS ARE APPROVED BY THE ENGINEER. IF THE ENGINEER DETERMINESTHE ALTERNATE METHODS FOR SEALING THE SPACE AROUND THE PIPE ARE NOT SATISFACTORY, THE CONTRACTOR SHALL RESEAL THE JOINTS WITH MORTAR FORCONCRETE MASONRY, CONCRETE GROUTING MATERIAL, OR CONCRETE REPAIR MATERIAL, AS ORIGINALLY SPECIFIED, AT NO ADDED COST TO THE CONTRACT.8.TOP SLAB AND/OR FRAME AND GRATE ADJUSTMENT; A MIN. OF 1/2" OF BEDDING MORTAR SHALL BE PLACED BETWEEN RISER AND PRE-CAST TOP SLABS WHENORDERED BY THE CLIENT'S ENGINEER. FOR ALL DRAINAGE STRUCTURES, A MAXIMUM OF THREE INCHES OF BRICK AND MORTAR OR A MAXIMUM OF TWO INCHESOF MORTAR ALONE SHALL BE USED FOR TOP SLAB AND/OR FRAME AND GRATE ADJUSTMENT. FOR ADJUSTMENTS OVER THREE INCHES AND NOT TO EXCEED 12INCHES; CAST-IN-PLACE CONCRETE OR A PRE-CAST CONCRETEADJUSTMENT ELEMENT SHALL BE A MAXIMUM OF TWO INCHES OF MORTAR SHALL BE ALLOWED ONBOTH THE TOP AND BOTTOM OF THE PRECAST DEVICES. BRICK SHALL BE PRECAST CONCRETE BRICKAND MORTAR SHALL BE MORTAR FOR CONCRETE MASONRY.9.STEPS: STEPS SHALL BE REQUIRED IN ALL DRAINAGE STRUCTURES DEEPER THAN FOUR FEET.10.CORBELED OR CONICAL RISER SECTIONS, AND FLAT SLAB REDUCERS: FLAT SLAB REDUCERS MAYBE PROPOSED BY THE CONTRACTOR FOR RECTANGULARSTRUCTURES. IN NO CASE SHALL A WALL SECTION WITH A HEIGHT LESS THAN SIX INCHES BE PERMITTED BETWEEN THE TOP OF THE HIGHEST PIPE ENTRY ANDTHE BOTTOM EDGE OF A CONICAL SECTION OR FLAT SLAB REDUCER.11.CONTRACTOR PROPOSED CHANGES TO STRUCTURES DETAILED IN THESE DRAWINGS, OTHER THAN MINOR CHANGES APPROVED BY THE ENGINEER, SHALLREQUIRE THE SUBMISSION OF COMPLETE WORKING DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL. THE SAID WORKING DRAWINGS SHALL BEAR THESIGNATURE AND SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. THE SAID WORKING DRAWINGS SHALL ADDITIONALLY BEAR ASTATEMENT THAT THE STRUCTURE AND ALL OF ITS COMPONENTS ARE DESIGNED TO SUPPORT AND WITHSTAND A.A.S.H.T.O. HS-20-44 LOADING.SCALE:CROSS REFERENCE:PRECAST CONCRETE MANHOLENONE1C-505NONESCALE:CROSS REFERENCE:CORED HOLE WITH FLEXIBLE PIPE-TO-MH JOINTNONE3C-505NONEFLEXIBLE RUBBERTRAINSITION COUPLINGEXISTING 8" CLAY PIPESAINTARY SEWER8"x6" GASKETEDWYE FITTING8" SDR 26 GRAVITYSEWER PIPE, TYP6" GASKETED CAP4X4 LOCATIONSTAKERIGHT-OF- WAY,LIMIT OF EASEMENT8"x6" GASKETED45° BENDSAWCUT AND REMOVE SECTION OF EXISTING 8" CLAY PIPE SCALE:CROSS REFERENCE:WYE CONNECTION AT EXISTING SANITARY SEWERNONE2C-505NONEFINISH FLOORBUG-PROOF CAPFOUNDATIONWALLFOOTINGDOUBLE HAND HOLEBUILDING TRAP(CAST IRON)4'MAXFINISHED GRADE4" CLEANOUTRISER TO GRADE(CAST IRON)3"MIN4" CLEANOUTPLUGTO PUBLICSEWERMINIMUMSLOPE 2%BUILDINGDRAIN2'MAXFRESH AIR INLET(3" MIN)CLEANOUT PLUGS FLUSHTO FINISHED FLOOR6"x4"FERNCO CPLGIN PAVEMENT LOCATIONS,INSTALL CLEANOUT FLUSH WITH PAVEMENT SURFACEPIPE PER PLUMBING PLAN(P1)AIR INLET AND CLEANOUT OFFSET DISTANCE BETWEENMIN 6"NOTES:1.BUILDING DRAIN AS SHOWN IS CIP2.A PVC BUILDING DRAIN IS ALLOWED. IF A PVCBUILDING DRAIN IS PROPOSED, A FERNCOCOUPLING WOULD NOT BE ALLOWED. ARUBBER GASKETED REPAIR COUPLING SHALLBE REQUIRED.SCALE:CROSS REFERENCE:BUILDING DRAINNONE4C-505NONE19.9547CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\C-505_DET5.dwg cPROJECT NUMBER:1DATEREVISIONS RECORD/DESCRIPTIONPROJ. NOCHECKEDDRAFTEDC.T. MALE ASSOCIATESSCALE :CHECKDRAFTERAPPR.::::OFSHEETDWG. NO:UNAUTHORIZED ALTERATION ORADDITION TO THIS DOCUMENT IS AVIOLATION OF THE NEW YORK STATEEDUCATION LAW.DATE :23456789C.T. MALE ASSOCIATESEngineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400www.ctmale.comCOBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NYJOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY18.____HOFFMAN CARWASH919 STATE ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.1302SEPT. 9, 202114FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-505_DET5.dwg C-505_DET5.dwgSANITARY SEWER DETAILSOKSOKSFGPAS NOTEDC-50511NONE PIPE DIMENSIONSTRENCH DIMENSIONSNOMINALSIZEBARRELODBc4"4.8"2"28"6"6.9"2"30"8"9.1"3"32"10"11.4"3"34"Bc/4Bd6"6"6"6"ROCKEXCAVATIONBELOW PIPEdAASHTO M294 TYPE 5 CORRUGATED HDPE PIPE6"NOTES:1.CRUSHED STONE BEDDING AND PIPE ZONE BACKFILL SHALL BENO. 1 CRUSHED STONE CONFORMING WITH SECTION 703-02,COARSE AGGREGATE OF THE NYSDOT STANDARDSPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATEDMAY 1, 2008, AND ALL ADDENDA THERETO.2.OVER EXCAVATE AT BELLS TO PROVIDE FOR PLACEMENT OF 4"OF BEDDING BELOW BELLS.1.STORM SEWER PIPE SHALL BE SMOOTH INTERIOR WALL.2.ALL SLEEVES SHALL BE WATERTIGHT.3.GASKETS SHALL CONFORM TO ASTM F477.4.GASKETS AND SLEEVES SHALL BE LUBRICATED AS RECOMMENDED BY THE MANUFACTURER.5.FITTINGS SHALL BE IN CONFORMANCE WITH AASHTO M294.6.PIPE SHALL BE HANCOR, ADS, OR APPROVED EQUIVALENT.7.BARREL OD VALUES ARE PROVIDED FOR REFRENCE PURPOSES ONLY. VALUES PRESENTED FOR12-INCH THROUGH 60-INCH ARE ± 1-INCH.12"14.5"4"36"15"18.0"5"39"18"21.0"5"42"24"28.0"6"48"6"6"6"6"Bc 12"Bc/4, 4"MIN.CRUSHED STONE BEDDING AND INITIAL PIPE ZONE BACKFILLOPTIONAL EXTRA BEDDINGBdADDITIONAL PIPE ZONE BACKFILLCAREFULLY PLACED AND COMPACTEDTO 95% STANDARD PROCTOR DENSITYIDBcTRENCHBACKFILLBEDDINGAND INITIALPIPE ZONEBACKFILL ADD'LPIPEBACKFILLSPRING LINE OF PIPECROWN (TOP) OF PIPEZONE (EXCAVATED MATERIAL)6" MIN. IN ROCKGEOTEXTILE-GEOTEX 401 OR EQUIVALENT1'-0" OVERLAP30" SQ. OPENINGFRAME AND GRATE PATTERN NO. 2816-B ASMANUFACTURED BY "SYRACUSE CASTINGS",CICERO, NEW YORK, OR EQUIVALENT.-OR-FRAME AND GRATE PATTERN NO. R-3561 ASMANUFACTURED BY "NEENAH FOUNDRY COMPANY"NEENAH, WISCONSIN, OR EQUIVALENT.ASECTION30" SQUAREFRAME AND GRATEATYPICAL SECTIONINVERTLOWEST PIPESEE NOTEDEPTHSUMP BASE 6"UNDISTURBED EARTH OR ROCK4'-6"(TYP.)1'-0"AROUND PIPECEMENT MORTAR SEALFLOWFLOWNOTES:1.CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI AND HAVE BETWEEN 5%AND 8% ENTRAINED AIR.2.STRUCTURES SHALL BE WET CAST ONLY.3.PIPES SHALL BE SET IN UPPER PORTION OF KNOCKOUT IN ORDER TO PROVIDE A 12" SUMP FOR A 12"DIAMETER PIPE AND A 9" SUMP FOR A 15" DIAMETER PIPE, FOR LARGER PIPES, USE A PRECASTCONCRETE ROUND CATCH BASIN.4.UNLESS OTHERWISE INDICATED, THE MAXIMUM HEIGHT OF THIS CATCH BASIN SHALL BE 4'-3" ASMEASURED FROM THE FINISHED TOP OF FRAME AND GRATE (RIM) ELEVATION TO THE INVERT OUTELEVATION. WITHIN THE ABOVE STATED MAXIMUM HEIGHT LIMITATION, A SINGLE PRECAST CONCRETEINTERMEDIATE SECTION MAY BE UTILIZED IF NECESSARY TO PROVIDE THE SUMP DEPTHS CALLED FORIN NOTE NO. 4. FOR DEEPER STRUCTURES, A PRECAST CONCRETE ROUND CATCH BASIN SHALL BEUSED.5.PRECAST CONCRETE SQUARE CATCH BASIN SHALL BE REINFORCED TO WITHSTAND HS 20-44 LOAD INTRAFFIC AREAS.6.CRUSHED STONE FOUNDATION COURSE SHALL BE NO. 2 CRUSHED STONE CONFORMING WITH SECTION703-02, COARSE AGGREGATE, OF THE NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION ANDMATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA THERETO.NO. 4 2" MAX (TYP.)24"x42" KNOCKOUTPANELS CENTERED ONALL FOUR SIDEWALLS12" PORTLAND CEMENTMORTAR PARGEINSIDE JOINTSNEATLY STRUCKAND POINTEDFINISHED GRADE6" MIN. ON ROCK12" MIN. ON EARTHCRUSHED STONE FOUNDATION COURSEFLOWFLOW5" MIN.2'-6" SQ.VARIES13" MAX.FRAME AND GRATEINSTALL NON-WOVENGOETEXTILE SEPARATIONFABRIC (GEOTEX 401 OREQUIVALENT) TO PREVENTMIGRATION OF FINES INTOTHE FOUNDATION COURSE.2'-6" x 2'-6" x 4'-0"INSIDE DIMENSION CATCHBASIN AS MANUFACTUREDBY "THE FORT MILLER CO.,INC.", OR EQUIVALENT(SEE NOTE NO. 7)CONCRETE GRADE ADJUSTMENTSRINGSSCALE:CROSS REFERENCE:STANDARD SQUARE FRAME AND GRATE ONPRECAST CONCRETE SQUARE CATCH BASINNONE1C-506NONESCALE:CROSS REFERENCE:PRECAST CONCRETE SQUARE CATCH BASINNONE3C-506NONESCALE:CROSS REFERENCE:STORM SYSTEM - CORRUGATED HDPEPIPE BEDDING AND BACKFILLNONE2C-506NONESLOPE=0%AAMETAL END SECTIONCORRUGATED METAL OR SMOOTH INTERIORCORRUGATED POLYETHYLENE CULVERTAASTONE FILL. SEE CHART FOR SIZEOF STONE AND DEPTHGEOTEXTILE PROPEXGEOTEX 801 OREQUIVALENTSLOPE=0%2121PROFILE VIEWPLAN VIEWSECTION A-ASTONE FILL. SEE CHART FOR SIZEOF STONE AND DEPTHSTONE FILL. SEE CHART FOR SIZEOF STONE AND DEPTHEXTEND STONE FILL BACK FOR A 12" MIN.OVERLAY OF THE PIPEVARIESTVARIESLadw = d + 0.4 LaGEOTEXTILE PROPEXGEOTEX 801 OREQUIVALENT3d 1' MIN.3' MIN.1' MIN.RIPRAP APRON SIZING*12NYSDOT STANDARDSTONE FILLINGAPRON THICKNESS[T] (IN.)PIPE SIZE[d] (IN.)PIPESLOPE0-3%3-7%7-10%APRON LENGTH[La] (FT.)469LIGHTLIGHTMEDIUM181824101415*THE ABOVE TABLE IS BASED ON:NYSDEC "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION ANDSEDIMENT CONTROL" -FIGURE 3.16 OUTLET PROTECTION DESIGN - MINIMUM TAILWATER CONDITION(DESIGN OF OUTLET PROTECTION FOR A ROUND PIPE FLOWING FULL, MINIMUMTAILWATER CONDITION: Tw < 0.5Do) (USDA-NRCS)NOTES:1.APRON DIMENSIONS ARE BASED ON PIPES FLOWING FULL; USING ACTUAL FLOWSMAY RESULT IN DIFFERENT APRON DIMENSIONS.2.MINIMUM THICKNESS OF THE RIPRAP LAYER SHALL BE 1.5 TIMES THE MAXIMUMSTONE DIAMETER FOR d50 OF 15 INCHES OR LESS; AND 1.2 TIMES THE MAXIMUMSTONE SIZE FOR d50 GREATER THAN 15 INCHES.15,180-2%2-5%5-10%6912LIGHTMEDIUMMEDIUM182430142024STONE DIMENSION[d50] (IN.)SCALE:CROSS REFERENCE:ROCK PROTECTION OUTLETNONE5C-506NONEAA5" MIN WALLSECTIONVARIES 8" MIN.INVERTLOWEST PIPEINCREASES WITH CATCH BASIN DEPTH OR AOBE SUMP 1'-0" BASE 8"UNDISTURBED EARTH OR ROCK(TYP.)1'-0"AROUND PIPECEMENT MORTAR SEAL4'-0" DIA MINFLOWFLOWFLOWFLOW FLOW2" MAX(TYP.)ADDITIONAL RISER SECTIONS AS REQUIRED 12" MAX.PRECAST CONCRETE GRADEADJUSTMENT RINGS SET INPORTLAND CEMENT MORTAR (ASNECESSARY) SHALL BE UTILIZEDTO EXTEND THE OPENING IN THETOP SLAB TO AN ELEVATIONAPPROPRIATE TO SETTING THESPECIFIED FRAME AND GRATE TOTHE INDICATED RIM ELEVATION.12" PORTLAND CEMENT MORTAR PARGEPORTLAND CEMENT MORTAR FILLET8" PRECAST REINFORCEDCONCRETE TOP SLAB HAVING AFORMED OPENING APPROPRIATE TOTHE FRAME AND GRATE SPECIFIED.NOTES:1.CRUSHED STONE FOUNDATION COURSE SHALL BE NO. 2 CRUSHED STONECONFORMING WITH SECTION 703-02, COARSE AGGREGATE OF THE NYSDOT STANDARDSPECIFICATIONS FOR CONSTRUCTION AND MATERIAL, DATED MAY 4, 2006, AND ALLADDENDA THERETO.2.CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI ANDHAVE BETWEEN 5% AND 8% ENTRAINED AIR.3.STRUCTURES SHALL BE WET CAST ONLY.4.THIS CATCH BASIN SHALL BE UTILIZED WITH PIPE SIZES GREATER THAN 15" INDIAMETER OR WHEN THE HEIGHT OF THE CATCH BASIN EXCEEDS 4'-4" AS MEASUREDFROM THE FINISHED TOP OF FRAME AND GRATE (RIM) ELEVATION TO THE INVERT OUTELEVATION. FOR SHALLOWER STRUCTURES, USE A PRECAST CONCRETE SQUARE CATCHBASIN (SEE DETAIL 3/C505) UNLESS OTHERWISE INDICATED.5.PRECAST CONCRETE ROUND CATCH BASIN SHALL BE REINFORCED TO WITHSTANDA.A.S.H.T.O. HS 20-44 TRAFFIC LOADING.5" WALL (TYP.)5" MIN. 13" MAX. TOP SLABFOUNDATION COURSE: CRUSHEDSTONE FOUNDATION COURSE 12" MIN.ON EARTH 6" MIN. ON ROCKSCALE:CROSS REFERENCE:ROUND CATCH BASINNONE4C-506NONETYPICAL SECTION0.455025.00"1.40001.68000.630116"Ø1.540027"14.18"R0.630014.18"R0.8400R0.7000Ø1.26001" PVCANTI-SIPHONPIPE ADAPTERFRONTSIDEPLANBY BEST MANAGEMENTPRACTICES, "SNOUT" ORAPPROVED EQUALSCALE:CROSS REFERENCE:HOODED OUTLETNONE6C-506NONEREMOVABLE WATERTIGHTACCESS PORT, 6" OPENING19.9547CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\C-506_DET6.dwg cPROJECT NUMBER:1DATEREVISIONS RECORD/DESCRIPTIONPROJ. NOCHECKEDDRAFTEDC.T. MALE ASSOCIATESSCALE :CHECKDRAFTERAPPR.::::OFSHEETDWG. NO:UNAUTHORIZED ALTERATION ORADDITION TO THIS DOCUMENT IS AVIOLATION OF THE NEW YORK STATEEDUCATION LAW.DATE :23456789C.T. MALE ASSOCIATESEngineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400www.ctmale.comCOBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NYJOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY18.____HOFFMAN CARWASH919 STATE ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.1302SEPT. 9, 202114FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-506_DET6.dwg C-506_DET6.dwgSTORM SEWER DETAILSOKSOKSFGPAS NOTEDC-50612NONE F LOW SECTIONPERSPECTIVE VIEWFLOWNOTES:1.POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.2.FILTER CLOTH SHALL BE FASTENED SECURELY TO POSTS.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6", FOLDED AND STAPLED.4.FILTER CLOTH SHALL BE MIRAFI 100X OR APPROVED EQUAL.5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THESILT FENCE. WHEN THE ACCUMULATED SEDIMENT REACHES 30% OF THE SILT FENCE HEIGHT, THE SEDIMENT SHALL BEREMOVED AND DISPOSED OF IN AN APPROPRIATE UPLAND AREA.6.PREFABRICATED UNITS SHALL BE MIRAFI SILT FENCE, MIRAFI ENVIROFENCE OR APPROVED EQUIVALENT.REPLACEEXISTING SOILAND COMPACTFILTER CLOTH(GEOTEXTILE FABRIC)36" MIN. FENCE POSTUNDISTURBEDGROUNDHEIGHT OF FILTER18" MIN.6"MIN10' MAX CTR TO CTR36" MIN. LENGTH FENCEPOSTS DRIVEN MIN. 16"INTO GROUNDEMBED FILTERCLOTH MIN 6"INTO GROUND4"20" MIN. 16" MIN.FINISHED GRADESCALE:CROSS REFERENCE:SILT FENCE DETAILNONE2C-508NONEMIN.12'MIN.24'50' MIN.12'12'6"MIN.50' MIN.3'5'NOTES:1.USE 1"-4" STONE, NYSDOT NO. 2 CRUSHED STONE, ORRECLAIMED OR RECYCLED CONCRETE, OR APPROVEDEQUIVALENT.2.THE LENGTH SHALL NOT BE LESS THAN 50 FEET.3.NYSDOT NO. 2 CRUSHED STONE SHALL BE MAINTAINED ATA MINIMUM OF 6" IN DEPTH.4.ENTRANCE SHALL HAVE A 12 FOOT MINIMUM WIDTH, BUTNOT LESS THAN THE FULL WIDTH AT POINTS WHEREINGRESS OR EGRESS OCCURS. ENTRANCE SHALL BE ATLEAST 24 FEET WIDE IF SINGLE ENTRANCE TO SITE.5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARDCONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THEENTRANCE. IF PIPING IS NOT PRACTICAL, A MOUNTABLEBERM WITH 1V:5H SLOPES WILL BE PERMITTED.6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONWHICH WILL PREVENT TRACKING OR FLOWING OFSEDIMENT ONTO PUBLIC RIGHTS- OF-WAY. ALL SEDIMENTSPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.7.WASHING - WHEELS SHALL BE CLEANED TO REMOVESEDIMENT PRIOR TO ENTRANCE ONTO PUBLICRIGHT-OF-WAY.8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON ANAREA STABILIZED WITH STONE AND WHICH DRAINS INTOAN APPROVED SEDIMENT TRAPPING DEVICE.9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALLBE PROVIDED AFTER EACH RAIN.NYSDOT NO. 2 CRUSHED STONEWOVEN GEOTEXTILE,"GEOTEX 350ST", ORAPPROVED EQUALEXISTINGGROUNDEXISTINGPAVEMENTPAVEMENTMOUNTABLE BERM(OPTIONAL)PLAN VIEWPROFILESCALE:CROSS REFERENCE:STABILIZED CONSTRUCTION ACCESSNONE3C-508NONESECTIONAREA TO BEPROTECTEDWORKAREAWORK AREAAREA TO BE PROTECTEDRUNOF F 12" MIN 12" DIA, 5 MIL HDPECOMPOST FILTER SOCKBLOWN/PLACEDFILTER MEDIA2" X 2" X 36" WOODENSTAKES PLACED 10' O.C..PLAN12" DIA, 5 MIL HDPECOMPOST FILTER SOCKTUBULAR FILTRATION DEVICES (COMPOST FILTERSOCKS) MAY BE USED IN AREAS OF ROCK WHEREINSTALLATION OF SILT FENCE IS IMPRACTICAL2" X 2" X 36" WOODEN STAKES PLACED 10' O.C..NOTE:1.FILL TUBULAR FILTRATION SEDIMENTCONTROL DEVICE WITH FILTER MEDIAAPPROVED BY NYSDEC FOR THISAPPLICATION.COMPOSTFILTER SOCK2" X 2" X 36" WOODEN STAKESSCALE:CROSS REFERENCE:COMPOST FILTER SOCKNONE5C-508NONEPLANSECTION 'A-A'FLOWSTRAW BALEPOLYETHYLENE LINER(10 MILS MIN.)WOOD OR METAL STAKES(2 PER BALE)SECURE PLASTIC LINER INTOGROUND NEAR TOP OF SLOPESTRAW BALE (TYP)STAKE (TYP)10 MIL POLYETHYLENELINER (TYP)8' MIN8' MIN CONCRETEWASH OUTSIGN SHALL BE PLACED INA PROMINENT LOCATIONAT WASHOUT AREA18"12"4' MIN.3' MIN.BLACK LETTERS ONWHITE BACKGROUNDGALVANIZED "U"CHANNEL POSTFINISHED GRADEWASHOUT SIGNNOTES1.CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAKFREE AND CONTAIN ALL LIQUID WASTES.2.CONTAINMENT DEVICES MUST BE OF SUFFICIENTQUANTITY OR VOLUME TO COMPLETELY CONTAIN THELIQUID WASTES GENERATED.3.WASHOUT MUST BE CLEANED OR NEW FACILITIESCONSTRUCTED AND READY TO USE ONCE WASHOUT IS75% FULL.4.WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATIONEASILY ACCESSIBLE BY CONCRETE TRUCKS.5.ONE OR MORE AREAS MAY BE INSTALLED ON THECONSTRUCTION SITE AND MAY BE RELOCATED ASCONSTRUCTION PROGRESSES.6.AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND ANDAGGREGATE AND DISPOSE OF PROPERLY.7.SIGN SHALL BE PLACED IN A PROMINENT LOCATION ATWASHOUT AREAA2' MINSCALE:CROSS REFERENCE:CONCRETE WASHOUT DETAILNONE4C-508NONE1.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL CONFORM TO THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOREROSION AND SEDIMENT CONTROL" (2016 ISSUE) AND ANY ADDENDA THERETO.2.THE SEDIMENT CONTROL MEASURES DETAILED IN THESE PLANS SHALL BE IN PLACE PRIOR TO THE START OF EACH CONSTRUCTIONPHASE. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD, AND THENREMOVED FROM THE SITE ONCE THE SITE IS STABILIZED.3. AFTER THE START OF CONSTRUCTION, SITE SWPPP INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY (7) CALENDAR DAYS.4. BASED ON THE WEEKLY SITE SWPPP INSPECTIONS, THE EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE SWPPP MAY BEREVISED AS SITE CONDITIONS WARRANT. THE CONTRACTOR SHALL IMPLEMENT THESE CHANGES AS SOON AS PRACTICABLE.5.THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR UNTIL THE FINALSURFACE TREATMENT HAS BEEN INSTALLED AND VEGETATED AREAS HAVE ESTABLISHED 80% COVERAGE. AFTER THE VEGETATED AREASHAVE BEEN STABILIZED WITH AT LEAST 80% VEGETATIVE COVER, AS DETERMINED BY THE ENGINEER, THE PROJECT SPONSOR SHALLASSUME RESPONSIBILITY FOR MAINTAINING THE EROSION AND SEDIMENT CONTROL SYSTEM(S).6.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE CONTRACT DOCUMENTS WILL NEED TO BE SUPPLEMENTED WITHINTERIM MEASURES PRIOR TO ACHIEVING FINAL GRADES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INTERIM EROSION ANDSEDIMENT CONTROL MEASURES AS NEEDED TO CONTROL EROSION AND SEDIMENTATION THROUGHOUT THE DURATION OFCONSTRUCTION. THE DETAILS AND EXTENT OF THESE MEASURES ARE HIGHLY DEPENDENT ON THE CONTRACTORS MEANS AND METHODSAND THEREFORE NOT DETAILED ON THESE PLANS. THE COSTS ASSOCIATED WITH INSTALLING AND MAINTAINING THESE INTERIMMEASURES SHALL BE INCLUDED IN THE CONTRACTORS BID.7.CONSTRUCTION ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE CONSTRUCTION SEQUENCING NOTES.8.OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH, EXCELSIOR MATTING, ORTACKIFIER) SHALL BE USED UNTIL SUCH TIME AS VEGETATIVE COVER CAN BE ESTABLISHED.9.EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE. SITE WORK ACTIVITIES SHALL BE PLANNED TOMINIMIZE THE AREA AND DURATION OF SOIL DISTURBANCE. REMOVAL OF WOODY VEGETATION SHALL BE KEPT TO THE MINIMUM EXTENTPRACTICABLE.1.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED WHERE NECESSARY TO PREVENT SEDIMENT FROM BEING TRACKED ONTOROADWAYS.2.PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. CONSTRUCTION TRAFFICSHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT SUITABLE CROSSING FACILITIES, AND SHALL NOT OPERATE UNNECESSARILY WITHINWATERWAYS OR DRAINAGE DITCHES.3.IF INTERNAL CONSTRUCTION ROADS ARE DETERMINED TO BE A SOURCE OF SEDIMENT-LADEN RUNOFF TO SENSITIVE AREAS, THEY SHALLBE STABILIZED AS SOON AS PRACTICABLE.1.SILT FENCE/ COMPOST FILTER SOCK SHALL BE PLACED ON THE DOWNSLOPE SIDE OF DISTURBED AREAS AND AROUND THE PERIMETEROF SOIL STOCKPILES.2.SILT FENCE/ COMPOST FILTER SOCK SHALL BE PLACED AROUND THE BOUNDARY OF WETLANDS ADJACENT TO THE WORK AREA, AND ATTHE EDGE OF WETLANDS AFTER CONSTRUCTION IS COMPLETED.3.SILT FENCE/ COMPOST FILTER SOCK SHALL BE REPAIRED OR REPLACED WHEN THE ENDS ARE FRAYED OR WORN, AND WHEN THE FENCEIS NOT ANCHORED 6" INTO THE GROUND. WHEN THE ACCUMULATED SEDIMENT REACHES 30% OF THE SILT FENCE HEIGHT, THESEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE UPLAND AREA.STABILIZED CONSTRUCTION ENTRANCE NOTES:SILT FENCE NOTES:GENERAL NOTES:1.DUST SHALL BE CONTROLLED ON THIS PROJECT BY USE OF A WATER TRUCK.2.THE QUALIFIED INSPECTOR WILL DETERMINE THE FREQUENCY OF WATERAPPLICATION IN ORDER TO CONTROL DUST.3.CHEMICALS OR OTHER METHODS OF DUST CONTROL ARE PROHIBITED TO BE USED ONTHIS PROJECT, UNLESS APPROVED BY THE REGIONAL DEC OFFICE.DUST CONTROL NOTES:1.TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIESHAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NOT MORE THAN (7) DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARYSTABILIZATION MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO SEEDING MULCH, STRAW, EROSION CONTROL BLANKETS, SOILSTABILIZING EMULSION PRODUCTS, OR SOME FUNCTIONALLY EQUIVALENT MEASURE. TEMPORARY SEEDING SHALL BE ANNUAL RYE GRASS,APPLIED AT A RATE OF 30 LBS./ACRE.2.AREAS TO RECEIVE TEMPORARY SEEDING AND MULCHING SHALL RECEIVE BOTH GRASS SEED AND MULCH, AS DESCRIBED BELOW.3.IN SPRING OR SUMMER OR EARLY FALL, SEED SHALL BE ANNUAL RYEGRASS APPLIED AT A RATE OF 30 POUNDS PER ACRE.4.IN LATE FALL OR EARLY WINTER, SEED SHALL BE CERTIFIED "AROOSTOCK" WINTER RYE (CEREAL RYE) APPLIED AT A RATE OF 100 POUNDSPER ACRE.5.MULCH SHALL CONSIST OF STRAW APPLIED AT A RATE OF 2 TONS PER ACRE OR WOOD CHIPS (MIN. 3" DEEP). (A WOOD FIBER HYDROMULCHOR OTHER APPROVED SPRAYABLE PRODUCT MAY BE SUBSTITUTED, IF APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.)6.A JUTE MESH SHALL BE PLACED OVER THE MULCH IN AREAS WHERE WIND OR WATER EROSION PREVENTS ESTABLISHMENT OF GRASS COVER.TEMPORARY SEEING AND MULCHING NOTES:SEEDING AND MULCHING NOTES:1.TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIESHAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NOT MORE THAN (7) DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARYSTABILIZATION MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO SEEDING, MULCH, STRAW, EROSION CONTROL BLANKETS, SOILSTABILIZING EMULSION PRODUCTS, OR SOME FUNCTIONALLY EQUIVALENT MEASURE. TEMPORARY SEEDING SHALL BE ANNUAL RYE GRASS,APPLIED AT A RATE OF 30 LBS./ACRE.2.TEMPORARY EROSION CONTROL PROTECTION BY MULCHING SHALL BE CARRIED OUT WITHIN (7) DAYS OF THE FILL GRADE BEING FINALIZEDTO AVOID POSSIBLE CONTAMINATION OF PONDS, STREAMS, OR OTHER WATERCOURSES. PLACEMENT OF JUTE MESH OR EROSION CONTROLBLANKETS OVER THE MULCH IS RECOMMENDED TO PROVIDE POSITIVE "TACKING" OF THE MULCH AND INCREASED PROTECTION AGAINSTEROSION.3.PERMANENT SEEDING AND MULCH SHALL BE APPLIED AS SOON AS THE DISTURBED AREAS HAVE ACHIEVED FINAL GRADE. IF THE SPECIFIEDSEEDING DATES ARE MISSED, MULCH SHALL BE APPLIED TO THE SLOPE AND SEED SHALL BE APPLIED TO THE TOP OF THE MULCH IN THE NEXTSEEDING SEASON AFTER RECONDITIONING THE TOPSOIL. WHEN THE FINAL GRADE CANNOT BE OBTAINED IN (7) DAYS, MULCH SHALL BEAPPLIED FOR PURPOSES OF TEMPORARY EROSION CONTROL.4.EROSION CONTROL BLANKETS OR SOIL STABILIZING EMULSION PRODUCTS SERVE AS A TEMPORARY EROSION CONTROL MEASURE ON ALLSLOPES STEEPER THAN OR EQUAL 1V:3H AND AS INDICATED ON THE PLANS.5.THE UNDERLYING SOIL IN AREAS THAT WILL BE PERMANENTLY PERVIOUS (LAWN, GRASS AND LANDSCAPED AREAS) SHALL BE RESTORED INACCORDANCE WITH THE MEASURES IDENTIFIED IN THE JANUARY 2015, NYSDEC STORM WATER MANAGEMENT DESIGN MANUAL, SECTION 5.1.6"SOIL RESTORATION".6.SEEDBED SHALL BE PREPARED BY LOOSENING THE TOPSOIL TO A DEPTH OF 4 TO 6 INCHES, AND LIMING TO A PH OF 6.5. FERTILIZER SHALL BEAPPLIED IF NECESSARY.7.MULCH OVER PREEMINENT SEED AREAS SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS PER ACRE AND ANCHOREDWITH WOOD FIBER HYDROMULCH APPLIED AT A RATE OF 500 TO 750 POUNDS PER ACRE. THE WOOD FIBER MULCH SHALL BE APPLIEDTHROUGH A HYDROSEEDER IMMEDIATELY AFTER SEEDING8.SEED MIXTURES:A.GENERAL LAWN MIX:1.SEED SHALL BE A MIXTURE OF THE SPECIES AND PROPORTION AS LISTED BELOW:SPECIESPERCENTAGE BY WEIGHTYELLOW BLOSSOM SWEETCLOVER25%ALSIKE CLOVER 25%CRIMSON CLOVER 15%RED CLOVER, MEDUIM 20%WHITE CLOVER, DUTCH 15%2.RATE: 75 - 150 LBS/ACRE, OR 1.7 - 3.4 LBS/1,000 SFSECTIONELEVATIONVARIESTURF REINFORCING MAT (T.R.M.)LIMIT OF COMPACTIONLOOSE TOP SOILDETENTION BASIN EMBANKMENT FILL REQUIREMENTS:NOTE:3" MINSCALE:CROSS REFERENCE:TRM BROAD-CRESTED WEIRNONE1C-508NONEA. EMBANKMENT SOILS SHALL CONSIST OF INORGANIC SOILS COMPOSED OF THE ON-SITE SOIL, UNLESS OTHERWISE INDICATED.B. THE SOILS SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO AT LEAST 95 PERCENT OF THE SOIL'S MAXIMUM DRY DENSITY, AS IT IS DEFINED BY THE MODIFIED PROCTOR COMPACTION TEST, ASTM DESIGNATION D-1557.C. THE SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT THAT IS WITHIN 3 PERCENT OF THE SOIL'S OPTIMUM MOISTURE CONTENT FOR COMPACTION, AS IT IS DEFINED BY ASTM DESIGNATION D-1557. SOILS MOISTURE CONTENTS OUTSIDE THESE LIMITS SHALL BE MOISTURE CONDITIONED (THROUGH WETTING OR DRYING) AND BE COMPACTED ONCE THEIR MOISTURE CONTENT FALLS WITHIN THE SPECIFIED LIMITS.PROVIDE TURF REINFORCING MATON SPILLWAY, SI GEOSOLUTIONLANDLOK TRM 450 (OR APPROVEDEQUIVALENT). INSTALL PERMANUFACTURERSRECOMMENDATIONSIN ALL AREAS WHERE TURF REINFORCING MAT (T.R.M.) IS TO BE INSTALLED, EARTHWORKSHALL BE CONSTRUCTED IN CONTROLLED LIFTS AND COMPACTED. SUCCESSIVE LIFTSSHALL BE PLACED & COMPACTED UNTIL ROUGH GRADE IS ACHIEVED 3" BELOW FINALDESIGN GRADE. THE LAST 3" SHALL BE INSTALLED PER THE FOLLOWING DETAIL:OVERFLOW SIDETOP OFBERMTOP OF WEIRBASIN SIDETOP OF WEIRPER GRADING PLANTOP OF BERMPER GRADING PLANBANK STABILIZATIONSEED MIXTURF REINFORCING MAT (T.R.M.) (STAPLED PERMANUFACTURERS RECOMMENDATIONS)OVERLAP AND ANCHORT.R.M. PERMANUFACTURERSRECOMMENDATIONSEARTHEMBANKMENTEARTHEMBANKMENT19.9547CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\C-507_DET7.dwg cPROJECT NUMBER:1DATEREVISIONS RECORD/DESCRIPTIONPROJ. NOCHECKEDDRAFTEDC.T. MALE ASSOCIATESSCALE :CHECKDRAFTERAPPR.::::OFSHEETDWG. NO:UNAUTHORIZED ALTERATION ORADDITION TO THIS DOCUMENT IS AVIOLATION OF THE NEW YORK STATEEDUCATION LAW.DATE :23456789C.T. MALE ASSOCIATESEngineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400www.ctmale.comCOBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NYJOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY18.____HOFFMAN CARWASH919 STATE ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.1302SEPT. 9, 202114FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-507_DET7.dwg C-507_DET7.dwgEROSION AND SEDIMENT CONTROL DETAILSOKSOKSFGPAS NOTEDC-50713NONE SCALE:CROSS REFERENCE:PLAN VIEWWATER RECOVERY TANK1C-508NONESCALE:CROSS REFERENCE:CONCRETE TANK SECTION2C-508NONETOP CONC WALL LIGHTBROOM FINISH - TYPLEAKMASTERWATER-SWELLINGSEALANT BEADAT BASE OF WALLTYP ALL WALLSAPPROVEDSUBGRADETOP CONC OVERFLOW WEIRELEV 758.6210"Ø HOLEGROUT SEALAROUND PIPE8" PIPEFROM CAR WASH PITINV ELEV TO BEFIELD VERIFIED6"Ø HOLE GROUT SEALAROUND PIPE INV ELEVTO BE FIELD VERIFIEDAIR LINEFROM CAR WASHPRESSURIZATIONPUMP TO CAR WASH8"Ø HOLEGROUT SEALAROUND PIPE6" PIPE TO OIL/WATERSEPARATOR INV ELEVTO BE FIELD VERIFIEDCHAMFERED OR TOOLED TOP EDGETOP CONC BASE FTGELEV 753.87TOP CONC BASE FTGELEV 753.87CHAMFERED OR TOOLED TOP EDGE CHAMFERED OR TOOLED TOP EDGE - TYP#5 AT 8" o.c.#5 AT 12" o.c.#5 AT 18" o.c. EACH WAY#4 BENT DWL's AT 12" o.c.36" OPENING WHEREINDICATED. BANDOPENING WITH (2)-#5CIRCULAR TIES36" DIAMETER MANHOLE COVER WITHCORRESPONDING HOLE THROUGHCONCRETE COVER, TYPICAL OF (10)MANHOLE COVER AND FRAME10'-6" CONCRETE BASE FOOTING6" TYP3'-1" MIN LAP TYP 10'3'-6"3'-6"5'-0"CONCRETE & REINFORCING STEEL NOTES:1.PLACEMENT OF ALL NEW CONCRETE AND REINFORCING STEEL SHALL COMPLY WITH THELATEST EDITION OF ACI 350, "CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERINGCONCRETE STRUCTURES".2.ALL NEW CONCRETE PLACED OR CURED AT OUTSIDE AIR TEMPERATURES BELOW 40° FSHALL COMPLY WITH THE LATEST EDITION OF ACI 306.1 STANDARD SPECIFICATION FORCOLD WEATHER CONRETING.3.ALL NEW CONCRETE PLACED OR CURED DURING HOT WEATHER CONDITIONS AS DEFINEDBY ACI 305 SHALL COMPLY WITH THE LATEST EDITION OF ACI 305.1 SPECIFICATION FORHOT WEATHER CONRETING.4.ALL NEW CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE-STRENGTH OF 4,000PSI. ALL PORTLAND CEMENT SHALL COMPLY WITH ASTM C150 TYPE IIA AND SHALL HAVE6.5% ENTRAINED AIR. ALL NEW CONCRETE SHALL COMPLY WITH NYSDOT STANDARDSPECIFICATIONS SECTION 501 AND SHALL BE CLASS A CONCRETE. ALL PERMANENTLYEXPOSED CONCRETE EDGES SHALL HAVE 3/4"X3/4" CHAMFERS. CONCRETE SLUMP AT TIMEOF PLACEMENT SHALL NOT EXCEED 3 1/2" FOR FOOTINGS AND WALLS. WATER-CEMENTRATIO BY WEIGHT FOR ALL CONCRETE SHALL NOT EXCEED 0.42. ALL NEW CONCRETESHALL BE CONTINUOUSLY WET CURED FOR MINIMUM OF 7 DAYS.5.ALL CONCRETE SHALL BE PLACED IN FORMS BY USE OF AN "ELEPHANT TRUNK" OR OTHERSUITABLE METHOD REQUIRED TO MAINTAIN A MAXIMUM FRESH CONCRETE VERTICAL FALLOF 4'-0". ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL CONCRETE VIBRATORAT THE TIME OF PLACEMENT.6.ALL CONCRETE REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL. GRADE 60BARS AND SHALL COMPLY WITH ASTM A615 AND THE FOLLOWING:CONCRETE COVER OVER REINFORCEMENT (AS APPLICABLE):CONCRETE SURFACES CAST AGAINST EARTH4"CONCRETE FORMED SURFACES PERMANENTLY EXPOSED TO EARTH3"CLOSED TIES & WELDED WIRE FABRIC2"TYPICAL, UNLESS NOTED OTHERWISE3"REINFORCING BAR SPACES (AS APPLICABLE)ALL REINFORCING BAR LAP SPLICES SHALL BE CLASS B AS FOLLOWS, UNLESS NOTEDOTHERWISE:#4 BARS MINIMUM LAP 2'-1"#5 BARS MINIMUM LAP 2'-7"#6 BARS MINIMUM LAP 3'-1"#7 BARS MINIMUM LAP 4'-6"10' CONCWALL TYP1'-0" CONCBASE FTGT.O. CONC.GRADETANK SIDE WALLSINTERMEDIATE WALLS& OVERFLOW WEIRREINFORCING STEEL:#6 AT 1'-0" EACH WAYALL MIDDLE THIRD OF WALLALL VERTICAL WALL BARSSHALL HAVE VERTICALDOWELS WITH STANDARD90° HOOKS IN BASE FTGALL HORIZONTAL WALL BARSSHALL HAVE STANDARD90° HOOKS AT ALL WALLCORNERS& WALL INTERSECTIONSTOP BARS IN BASE FTG#5 AT 1'=0" EACH WAYBOTTOM BARS IN BASE FTG#4 AT 1'-0" EACH WAYCRUSHER RUN GRAVEL - COMPACTED CRUSHER RUN GRAVEL - COMPACTED 10" CONC WALL 10" CONC WALL 8" CONC WEIR10"CONCWALL3"1'-0"10" CONC WALL TOP CONC BASE FTGELEV 753.87CHAMFERED OR TOOLED TOP EDGETOP CONC BASE FTG ELEV 753.87 CHAMFERED OR TOOLED TOP EDGESAND SETTLINGTANK 4SAND SETTLINGTANK 1RECLAMATION TANK & PUMPDATUM: 763.87TOP CONC BASEELEV 753.8710"TANK COVERBOTTOM BARS:#5 AT 8" o.c. TRANSVERSE#5 AT 12" o.c. LONGITUDINALTOP BARS:#5 AT 18" o.c. EACH WAYTOP CONC WALL ELEVATION = 763.04TOP CONC WALL ELEVATION = 763.04TOP CONC WALL ELEVATION = 763.04 TOP CONC WALL ELEVATION = 763.04 TOP CONC WALL ELEVATION = 763.04SAND SETTLINGTANK 3SAND SETTLINGTANK 210"CONCWALLTOP CONC WALL ELEVATION = 763.04TOP CONC WALL ELEVATION = 763.04TOP CONC WALL ELEVATION = 763.04TOP CONC WALL ELEVATION = 763.04 3"1'-8" SQUARE OPENING INVERT ELEV TO BE FIELD VERIFIED 3"ASPHALT DRIVE3 1/2"TOP CONC WALL ELEVATION = 763.041'-8" SQUARE OPENING INVERT ELEV TO BE FIELD VERIFIED 1'-8" SQUARE OPENING INVERT ELEV TO BE FIELD VERIFIED1'-8" SQUAREOPENING INVERTELEV TO BEFIELD VERIFIED2'-2"2'-6"2'-6"16'-0"10"CONCWALL2'-6"2'-6"2'-6"10"CONCWALL16'-0"5'-0"2'-6"41'-4"CONC BASE FTG40'-4"CONC TANK1'-9"1'-9"1'-9"1'-9" 3'-6"3'-6" 9'-6" CONC TANK 10'-6" CONC BASE FTG 1'-9"1'-6"1'-6"19.9547CAD DWG. FILE NAME:K:\Projects\211302\LD\Drawings-Maps\C-508_DET8.dwg cPROJECT NUMBER:1DATEREVISIONS RECORD/DESCRIPTIONPROJ. NOCHECKEDDRAFTEDC.T. MALE ASSOCIATESSCALE :CHECKDRAFTERAPPR.::::OFSHEETDWG. NO:UNAUTHORIZED ALTERATION ORADDITION TO THIS DOCUMENT IS AVIOLATION OF THE NEW YORK STATEEDUCATION LAW.DATE :23456789C.T. MALE ASSOCIATESEngineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400www.ctmale.comCOBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NYJOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY18.____HOFFMAN CARWASH919 STATE ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.1302SEPT. 9, 202114FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\C-508_DET8.dwg C-508_DET8.dwgWATER RECOVERY TANK DETAILOKSOKSFGPAS NOTEDC-50814NONE SWEET ROA D WEEKS RO A D TOWN ROA D NEW YORK STATE ROUTE NO. 9- S.H. 417ROW VARIES0.4'±0.6'±75.6'± 75.8'±52.1'±115.9'±88.0'± 88.2'± WV WV WV WV WV WV WV WVSMH SMH SMH SMH CIRF AT CORNER CIRF CIRF (FLUSH) AT CORNER CMON HYD IPF IRF AT CORNER IRF TPED TPED TSP "BLIND PERSON AREA" SIGN TSB TSB TSB BLACKTOP BLACKTOP WOODED AREA BLACKTOP TRANSFORMER CONCRETE PAD CONCRETE PAD 1 STORY COMMERCIAL BUILDING "OUTBACK STEAKHOUSE" TEL. FLAG DOUBLE YELLO W L I N E "STOP" SIGN "ROUTE 9/ WEEKS ROAD" SIGNS "30 MPH" SIGN SIGN "DEAD END" SIGN G UG GAS PAINT MARK-OUT SPLIT RAIL FENC E BLACKTOP CONC 6'H WOOD FENCE TRANSFORMER ON CONCRETE PAD CONCRETE MONUMENT FOUND W/ NYS DISK SIGN BLACKTOP GRANITE CURBCONCRETE CURB BRICK PAVER CROSSWALK CROSSWALK PEDESTAL TSP ON CONCRETE BASE G G G G G G G G G G GGGGGGAPPROXIMATE LOCATION OF EXISTING 4" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID APPROXIMATE LOCATION OF EXISTING 12" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID BRICK PAVER CROSSWALKSTOPBAR FLUSH CURB 0.4'± 2.3'± S06°34'10"E 71.67' S00°20'40"E 55.00' S42°50'10"W 37.00' N82°51'03"W 41.00' S06°33'00"E 63.50' 168.71' N83°27'00"E S06°33'00"EN83°27'00"E 83.60' N83°27'00"E S77°35'40"W 137.17' N83°05'20"W 170.11'N06°32'46"W339.12'123.40'160.50'S53°55'01"W 0.37' TO CMON FOUND N20°25'05"W 0.51' TO CIRF N26°09'57"E 1.03' TO IRF 1.2'±HIGHWAY BOUNDARY1967 HIGHWAYBOUNDARYDEED LINE FORMERPINE DRIVEUNDEVELOPED1967 HIGHWAY BOUNDARY9 VACUUM SPACES AND 3 EMPLOYEE SPACES 9 VACUUM SPACES AND 3 EMPLOYEE SPACES 1 ACCESSIBLE PARKING SPACE 11 STACKING SPACES 3 STACKING SPACES AT EACH AUTOMATED PAY STATION PARKING TABLE REQUIRED EXISTING PROPOSED PARKING 29 SPACES (5 PER 1,00O SF)UNKNOWN 45 SPACES* STACKING SPACES 9 SPACES UNKNOWN 20 SPACES *INCLUDES 18 SELF-SERVICE VACUUM SPACES, 6 EMPLOYEE PARKING SPACES, 1 ACCESSIBLE PARKING SPACE, 9 STACKING SPACES AT PAY STATIONS AND 11 ADDITIONAL STACKING SPACES. BAR SCALE 1 inch = ft. 30 0 15 30 60 30 c PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400 www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY 18.____ HOFFMAN CARWASH 919 STATE ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1302 SEPT. 9, 2021 1 FRANCIS G. PALUMBO R.L.A NO. 001226 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\PARK EX.DWGPARK EX.DWGFOR MUNICIPAL REVIEW PARKING PLAN OKS OKS FGP 1" = 30' PP-1 1 NONE INFILTRATION BASIN #IB1 SWEET ROA D DETENTION BASIN #DB1 WEEKS RO A D TOWN ROA D NEW YORK STATE ROUTE NO. 9- S.H. 417ROW VARIES0.4'±0.6'±75.6'± 75.8'±52.1'±115.9'±88.0'± 88.2'± WV WV WV WV WV WV WV WVSMH SMH SMH SMH CIRF AT CORNER CIRF CIRF (FLUSH) AT CORNER CMON HYD IPF IRF AT CORNER IRF TPED TPED TSP "BLIND PERSON AREA" SIGN TSB TSB TSB BLACKTOP BLACKTOP WOODED AREA BLACKTOP TRANSFORMER CONCRETE PAD CONCRETE PAD 1 STORY COMMERCIAL BUILDING "OUTBACK STEAKHOUSE" TEL. FLAG DOUBLE YELLO W L I N E "STOP" SIGN "ROUTE 9/ WEEKS ROAD" SIGNS "30 MPH" SIGN SIGN "DEAD END" SIGN G UG GAS PAINT MARK-OUT SPLIT RAIL FENC E BLACKTOP CONC 6'H WOOD FENCE TRANSFORMER ON CONCRETE PAD CONCRETE MONUMENT FOUND W/ NYS DISK SIGN BLACKTOP GRANITE CURBCONCRETE CURB BRICK PAVER CROSSWALK CROSSWALK PEDESTAL TSP ON CONCRETE BASE G G G G G G G G G G GGGGGGAPPROXIMATE LOCATION OF EXISTING 4" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID APPROXIMATE LOCATION OF EXISTING 12" CS-35# GAS LINE PER MAPPING PROVIDED BY NATIONAL GRID BRICK PAVER CROSSWALKSTOPBAR FLUSH CURB 0.4'± 2.3'± S06°34'10"E 71.67' S00°20'40"E 55.00' S42°50'10"W 37.00' N82°51'03"W 41.00' S06°33'00"E 63.50' 168.71' N83°27'00"E S06°33'00"EN83°27'00"E 83.60' N83°27'00"E S77°35'40"W 137.17' N83°05'20"W 170.11'N06°32'46"W339.12'123.40'160.50'S53°55'01"W 0.37' TO CMON FOUND N20°25'05"W 0.51' TO CIRF N26°09'57"E 1.03' TO IRF 1.2'±HIGHWAY BOUNDARY1967 HIGHWAYBOUNDARYDEED LINE FORMERPINE DRIVEUNDEVELOPED1967 HIGHWAY BOUNDARYSTOP SIGN "DO NOT ENTER" SIGN "DO NOT ENTER" SIGN FREESTANDING SIGN 20' HIGH AND 40' FLAG POLE (BY OTHERS) 15'17.4'LIGHT POLE TO BE RELOCATED LIGHT POLE TO BE RELOCATED LIGHT POLE TO BE RELOCATED LIGHT POLE, TYP LIGHT POLE, TYP LIGHT POLE, TYP LIGHT POLE, TYP LIGHT POLE, TYP BAR SCALE 1 inch = ft. 30 0 15 30 60 30 c PROJECT NUMBER: 1 DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH 518.786.7400 www.ctmale.com COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY 18.____ HOFFMAN CARWASH 919 STATE ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1302 SEPT. 9, 2021 1 FRANCIS G. PALUMBO R.L.A NO. 001226 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211302\LD\Drawings-Maps\L-1 LIGHT SIGN PLAN.DWGL-1 LIGHT SIGN PLAN.DWGLIGHTING AND SIGN PLAN OKS OKS FGP 1" = 30' LS-1 1 NONE