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Site Plans12/15/2021 ©2021 PROJECT NUMBER: PROJECT NO. 21.1714 DRAWING NO. 21.0683 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-101 19.9530 GREAT ESCAPE THEME PARK, LLC TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK PARK ENTRANCE IMPROVEMENTS 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 · HIGHLAND, NY · JOHNSTOWN, NY LITTLE FALLS, NY · RED HOOK, NY · SYRACUSE, NY NORTH NORTH PROJECT SITE 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 SCHE N E C T A D Y YATES WASHINGTONRENSSELAER CORTLAND HERKIMER FULTON TOWN OF QUEENSBURY SITE LOCATION MAP NORTHROUTE 9ADIRONDACK NORTHWAY I -87 LOCATION OF PROPOSAL ZONING REQUIREMENTS: RC - RECREATIONAL COMMERCIAL DENSITY: 2,000 SF OF PRINCIPAL BUILDING PER 15,000 SF OF LAND FRONT SETBACK: 75'* SIDE SETBACK:20' REAR SETBACK: 20' BUILDING HEIGHT: 35' ** LOT WIDTH: 75' ROAD FRONTAGE: 75' PERCENT PERMEABLE: 30% * PER TRAVEL CORRIDOR OVERLAY DISTRICT. **MAXIMUM HEIGHT 175-185 FEET PER PARKWIDE GEIS. 4104104 1 0 4 1 0 410 410 BOLLARDS (TYP.) CO N C R E T E R AM P R A I L I N G R A I L ING 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 10" MAPLE 6" BIRCH 6" SPRUCE ELEC. OUTLET FLOOD LIGHT FLOOD LIGHT PLANTER STRE A M WING W A L L WING W A L L BU S S TO P CONCR E T E S ID EWA LK CON CR E T E S ID EW A L K PLANTER 10" MAPLE 5" MAPLE A/C FF=410.04'TWO STORY BRICK BUILDINGTWO STORY BRICK BUILD I N G TWO STORY BRICK BUILD I N G 2ND STORY WALKWAY 2ND STORY WALKWAY CONCRETE W A L K PILLAR PILLAR ELECTRIC BOX CONCRETE WA L K PLANTER ASPHALT PARKING PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER PLANTER 8" APPLE 8" APPLE 4" TREE 4" TREE 8" TREE 8" TREE 12" MAPLE PILLAR PILLAR PILLAR PILLAR PILLAR PILLARS (TYP.) 6" MAPLE A/C ONE STORY BRICK BUILDING TW O S T O R Y W O O D F R A M E B U I L D I N G COVERED CONCRETE PADDECK 4" MAPLE SIGN SIGN FLAG POLE SIGN WATER SPIGOTWA T E R S P IGO T PLANTER CLEANOUTS METAL FENC EBRICK WALLBRICK WALLCURBBRICK WALL (TYP.)SIGN SIGN BUILDING OVERHANGFF=407.53' FF=407.53' FF=407.53'FF=407.49'FF=407.47' FF=407.48' FF=407.52' FF=407.52' FF=410.47' FF=410.61'FF=410.29'FF=410.24'FF=410.21' RETAINING W A L LGUARD RAILELEV.=412.36' BM=BOLT AT ARROW SMH SMH SMH SMH CB CB CB CB CB TF=405.72 CB TF=405.29 CB TF=407.24 CB TF=407.09 SMH RIM=406.11' ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING ONE STORY BRICK BUILDING PLANTER PLANTER TW O S T O R Y W OO D F R AM E B U I L D I N G FLAG POLE FLAG POLE FLAG POLE FLAG POLESIGN SIGN SIGN SIGN SIGN SIGNPLANTER CB CB TF=406.62 SMH RIM=407.45' SMH RIM=405.46' SMH RIM=406.97' SMH SMH RIM=405.36' CULVERT INV=401.78' HYD WV WV CO CON.Y .S .ROUT E 9SSSSSS406 405 404 403 402 402 403 404 405 4 0 6 4 0 7 4 0 8 409 4104 0 8 4 0 9 410 411 4104094084064064064074084094104114124074074 08 408 409 409 410407 SSSSSSSSSSSS SS SSSSSS STW LP LP CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING PAVEMENT, CONCRETE AND STRUCTURES NECESSARY FOR NEW CONSTRUCTION 75' FRONT YARD SETBACK 75' SHORELINE SETBACK APPROXIMATE LOCATION OF SAWCUT TYP. 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. 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.____ 6 FLAGS GREAT ESCAPE 1172 ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1714 10/27/2021 9 21.0683 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211714\LD\Drawings-Maps\C-101A_EX.DWGC-101A_EX.DWGEXISTING CONDITIONS PLAN OKG OKS FGP 1"=20' C-101A 2 NONE 12/08/21 REVISED PROPERTY LINE PER NEW SURVEY OKS FGP FGP BAR SCALE 1 inch = ft. 20 0 10 20 40 20 FRANCIS G. PALUMBO R.L.A NO. 001226 2,750± SF METAL DETECTION BUILDING PROPOSED 75' FRONT YARD SETBACK PROPOSED 75' SHORELINE SETBACK60.4'1 , 1 5 0 ± S F T I C K E T S B U I L D I N G B U I L D I N G FLAG POLE TYP. (BY OTHERS) FLAG POLE TYP. (BY OTHERS)ASPHALT PAVEMENT AREA, TYP. LANDSCAPE AREA, TYP. LANDSCAPE AREA, TYP. QUEUING AREA FOR METAL DETECTION BUILDING ASPHALT PAVEMENT AREA, TYP. LANDSCAPE AREA, TYP. GATE GATE WALL BY OTHERS EDGE OF PAVEMENT TYP. EDGE OF PAVEMENT TYP. 25.8'20.0'FIRE/EMERGENCY ACCESS64.0'50 . 0 '47.0'2 5 . 0 '29.0'3 9 . 0 ' FOUNTAIN LANDSCAPE AREA, TYP. EDGE OF PAVEMENT TYP. LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK CO EXISTING TREES TO REMAIN CONTRACTOR TO PROTECT DURING CONSTRUCTION EXISTING LIGHT POLE TO REMAIN EXISTING LIGHT POLE TO REMAIN PROPOSED 4 HEAD LIGHT POLE 35' TALL TAPERED 8.5"Ø ROUND POLE 11 GUAGE STEEL. FIXTURE TO BE 4 HEAD SQUARE DOWN FACING 150 WATT LED EACH 19,000 LUMENS 71.1'BOLLARDS (TYP.) CO N C R E T E R AM P R A I L ING R A I L I NG 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 10" MAPLE 6" BIRCH 6" SPRUCE ELEC. OUTLET FLOOD LIGHT FLOOD LIGHT PLANTER STRE A M WING W A L L WING W A L L BU S S TO P CON CR E T E S ID EW A L KCONCR E T E S ID EWA LK PLANTER 10" MAPLE A/C FF=410.04'TWO STORY BRICK BUILDINGTWO STORY BRICK BUILDI N G TWO STORY BRICK BUILDI N G 2ND STORY WALKWAY 2ND STORY WALKWAY CONCRETE W A L K PILLAR PILLAR ELECTRIC BOX CONCRETE WA L K PLANTER ASPHALT PARKING 8" APPLE 4" TREE 8" TREE 8" TREE 12" MAPLE PILLAR PILLAR PILLAR PILLAR PILLAR A/C TW O S T O R Y W O O D F R A M E B U I L D I N G 4" MAPLE WATER SPIGOTWA T E R S P IGO T PLANTER CLEANOUTS SIGN SIGN FF=410.47' FF=410.61'FF=410.29'FF=410.24'FF=410.21' RETAINING W A L LGUARD RAILELEV.=412.36' BM=BOLT AT ARROW SMH SMH SMH SMH PLANTER FLAG POLE SIGN SIGN PLANTER SMH HYD WV WV CO CON.Y .S .ROUT E 9 SITE STATISTICS ZONE: RECREATION COMMERCIAL (RC) TRAVEL CORRIDOR OVERLAY REQUIRED EXISTING PROPOSED MIN. LOT AREA 15,000 SF (0.34 ACRES) 10,349,856± SF (237.6 ACRES) 10,349,856± SF (237.6 ACRES) BUILDING HEIGHT 35 FEET*<35 FEET**<35 FEET BUILDING AREA -1,445± SF 3,900± SF IMPERVIOUS AREA -34,503± SF**28,054± SF** GREENSPACE 30.0%19.8%**34.8%** FRONT YARD (METAL DETECTION BUILDING)75 FEET 0 FEET 60.4 FEET FRONT YARD (TICKETS BUILDING)75 FEET 0 FEET 71.1FEET SIDE YARD 20 FEET > 20 FEET > 20 FEET REAR YARD 20 FEET > 20 FEET > 20 FEET SHORELINE 75 FEET 87.3 FEET 84.2 FEET *MAXIMUM HEIGHT 175 - 185 FEET PER PARKWIDE GEIS 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 21.0683 6 FLAGS GREAT ESCAPE 1172 ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1714 10/27/2021 9 21.0683 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211714\LD\Drawings-Maps\C-101_SP.DWGC-101_SP.DWGSITE LAYOUT PLAN PARK ENTRANCE IMPROVEMENTS OKG OKS FGP 1"=20' C-101 3 NONE 12/08/21 REVISED PROPERTY LINE PER NEW SURVEY OKS FGP FGP BAR SCALE 1 inch = ft. 20 0 10 20 40 20 SITE PLAN NOTES: 1.THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES, AND REGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT (SEQR), AND FRESHWATER WETLANDS PERMIT REGULATIONS. 2.THE OWNER AND CONTRACTOR(S) SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: NYS FIRE CODE, NYS BUILDING CODE, NATIONAL ELECTRIC CODE, AND WORKER HEALTH AND SAFETY LAWS AND REGULATIONS. CONTRACTOR SHALL COMPLY WITH THE CONDITIONS OF ALL APPLICABLE PERMITS. 3.THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING CONSTRUCTION ACTIVITY WITHIN THE LIMITS OF THE CONSTRUCTION SITE. 4.NO WORK, STORAGE, OR TRESPASS IS ALLOWED BEYOND THE SITE PROPERTY LINES OR PUBLIC RIGHTS-OF-WAY. 5.THE CONTRACTOR SHALL RESTORE EXISTING FEATURES (I.E., LAWNS, DRIVEWAYS, CULVERTS, SIGNS, ETC.) THAT HAVE BEEN DISTURBED DURING CONSTRUCTION TO A CONDITION AT LEAST AS GOOD AS THEY WERE PRIOR TO SAID DISTURBANCE. FEATURES SHALL EITHER BE PROTECTED OR REMOVED AND REPLACED IN-KIND AS THEY WERE PRIOR TO THEIR REMOVAL, AS DETERMINED BY THE ENGINEER. ANY DAMAGED FEATURES SHALL BE REPLACED IN-KIND AT THE CONTRACTOR'S EXPENSE. **WITHIN WORK AREA FRANCIS G. PALUMBO R.L.A NO. 001226 STSTST FFE:407.47 FFE:407.47 FFE:408.50 407 4084074084094104 0 9 410406 406407.47 407.47 407.47 407.47 407.47 407.47 407.30 CB1 TF=407.05 CB2 TF=407.60 DHMH TF=408.20 DMH 408.50 408.50 409.9 409.9 410.20 SILT FENCE, TYP. INLET PROTECTION, TYP. STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT COMPOST FILTER SOCK TYP. COMPOST FILTER SOCK TYP. INLET PROTECTION, TYP.INLET PROTECTION, TYP. COMPOST FILTER SOCK TYP. W WW W EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT CO410 4104 1 0 410 410 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 10" MAPLE 6" BIRCH 6" SPRUCE 10" MAPLE FF=410.04' 8" APPLE 4" TREE 8" TREE 8" TREE 12" MAPLE 4" MAPLE WATER SPIGOTWA T E R S P IGO T SMH SMH SMH SMH CB CB CB CB CB TF=405.72 CB TF=405.29 CB TF=407.24 CB TF=407.09 SMH RIM=406.11' CB CB TF=406.62 SMH RIM=407.45' SMH RIM=405.46' SMH RIM=406.97' SMH SMH RIM=405.36' CULVERT INV=401.78' HYD WV WV CO CON.Y .S .ROUT E 9SSSSSS406 405 404 403 402 402 403 404 405 4 0 6 4 0 7 4 0 8 409 4104 0 8 4 0 9 410 411 4104094084064064064074084094104114124074074 08 408 409 409 410407 SSSSSSSSSSSS SS SSSSSS STc 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.____ 6 FLAGS GREAT ESCAPE 1172 ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1714 10/27/2021 9 21.0683 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211714\LD\Drawings-Maps\C-102_SG.dwgC-102_SG.dwgSITE GRADING & SOIL EROSION & SEDIMENT CONTROL PLAN OKG OKS FGP 1"=20' C-102 4 NONE BAR SCALE 1 inch = ft. 20 0 10 20 40 20 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. FRANCIS G. PALUMBO R.L.A NO. 001226 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 10" MAPLE 6" BIRCH 6" SPRUCE 10" MAPLE FF=410.04' 8" APPLE 4" TREE 8" TREE 8" TREE 12" MAPLE 4" MAPLE WATER SPIGOTWA T E R S P IGO T SMH SMH SMH SMH CB CB CB CB CB TF=405.72 CB TF=405.29 CB TF=407.24 CB TF=407.09 SMH RIM=406.11' CB CB TF=406.62 SMH RIM=407.45' SMH RIM=405.46' SMH RIM=406.97' SMH SMH RIM=405.36' CULVERT INV=401.78' HYD WV WV CO CON.Y .S .ROUT E 9SSSSSSSSSSSSSSSSSS SS SSSSSS STWST STSTCB1 TF=407.05 12" INV OUT=474.00 124 LF-12" HDPE@ 0.5% CB2 TF=407.60 12" INV IN=403.40 12" INV OUT=403.40 (WITH HOOD) (WITH 2' SUMP) DHMH1 TF=408.20 12" INV IN=403.28 EX INV OUT=402± 12 LF-12" HDPE@ 1.0% INV OUT AT BLDG=403.0 31 LF-4" PVC SDR 26@2% MIMIMUM INV IN =402.38± PROPOSED 1" TYPE K WATER CONNECTION W WW W PRIOR TO CONSTRUCTION CONTRACTOR TO FIELD VERIFY INVERTS AND OUTFALL OF EXISTING PIPE AND NOTIFY PROJECT ENGINEER OF ANY DISCREPANCIES. CO WV 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.____ 6 FLAGS GREAT ESCAPE 1172 ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1714 10/27/2021 9 21.0683 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211714\LD\Drawings-Maps\C-103_SU.dwgC-103_SU.dwgSITE UTILITY PLAN OKG OKS FGP 1"=20' C-103 5 NONE BAR SCALE 1 inch = ft. 20 0 10 20 40 20 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. FRANCIS G. PALUMBO R.L.A NO. 001226 4104 1 0 4 1 0 410 410 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 5" MAPLE 10" MAPLE 6" BIRCH 6" SPRUCE 10" MAPLE FF=410.04' 8" APPLE 4" TREE 8" TREE 8" TREE 12" MAPLE 4" MAPLE WATER SPIGOTWA T E R S P IGO T SMH SMH SMH SMH CB CB CB CB CB TF=405.72 CB TF=405.29 CB TF=407.24 CB TF=407.09 SMH RIM=406.11' CB CB TF=406.62 SMH RIM=407.45' SMH RIM=405.46' SMH RIM=406.97' SMH SMH RIM=405.36' CULVERT INV=401.78' HYD WV WV CO CON.Y .S .ROUT E 9SSSSSS406 405 404 403 402 402 403 404 405 4 0 6 4 0 7 4 0 8 409 4104 0 8 4 0 9 410 411 4104094084064064064074084094104114124074074 08 408 409 409 410407 SSSSSSSSSSSS SS SSSSSS STWST STST407 4084074084094104 0 9 410406 406W WW W CO 8 BGV 5 BGV 1 AR 3 MP 5 MP 2 AR 15 FG 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.____ 6 FLAGS GREAT ESCAPE 1172 ROUTE 9 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 2021 21.1714 10/27/2021 9 21.0683 XREFS:CAD DWG. FILE NAME:CAD DWG. FILE NAME:DESIGNEDK:\Projects\211714\LD\Drawings-Maps\C-104_SL.dwgC-104_SL.dwgSITE LANDSCAPING PLAN OKG OKS FGP 1"=20' C-104 6 NONE BAR SCALE 1 inch = ft. 20 0 10 20 40 20 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 3 AR ACER RUBRUM RED MAPLE 2.5-3" CAL.SEE PLAN B&B SHRUBS 15 BGV BUXUS GREEN VELVET GREEN VELVET BOXWOOD 2-3' HEIGHT SEE PLAN B&B 15 FG FOTHERGILLA GARDENII DWARF FOTHERGILLA 3 GAL SEE PLAN CONTAINER 8 MP MORELLA PENNSYLVANICA 'SILVER SPRITE' BAYBERRY 30-36" HEIGHT SEE PLAN B&B FRANCIS G. PALUMBO R.L.A NO. 001226 D6"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-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 BASE4C-501NONE2" TYPE 3 BINDER COURSE1 12" TYPE 6 TOP COURSE12" TYPE 2 SUBBASE COURSECOMPACTED SUBGRADESCALE:CROSS REFERENCE:ASPHALT PAVEMENT SECTIONNONE2C-501CAD DWG. FILE NAME:K:\Projects\211714\LD\Drawings-Maps\C-501_DET1.dwg FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211714\LD\Drawings-Maps\C-501_DET1.dwg C-501_DET1.dwgSITE DETAILSOKSOKSFGPAS NOTEDC-5017NONEcPROJECT 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.____6 FLAGS GREAT ESCAPE1172 ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.171410/27/2021921.0683 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 DENSITYIDBcTRENCHBACKFILLBEDDING AND INITIALPIPE ZONEBACKFILL ADD'L PIPE BACKFILLSPRING 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 DETAILNONE5C-502NONESCALE:CROSS REFERENCE:SANITARY SYSTEM - SDR 26 PVC PIPEBEDDING AND BACKFILLNONE7C-502NONEPIPE 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-502NONESCALE:CROSS REFERENCE:PRECAST CONCRETE SQUARE CATCH BASINNONE3C-502NONESCALE:CROSS REFERENCE:STORM SYSTEM - CORRUGATED HDPEPIPE BEDDING AND BACKFILLNONE2C-502NONEAA5" 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-502NONETYPICAL 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-502NONEREMOVABLE WATERTIGHTACCESS PORT, 6" OPENING19.9547CAD DWG. FILE NAME:K:\Projects\211714\LD\Drawings-Maps\C-502_DET2.dwg FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211714\LD\Drawings-Maps\C-502_DET2.dwg C-502_DET2.dwgSTORM & SANITARY SEWER DETAILSOKSOKSFGPAS NOTEDC-5028NONEcPROJECT 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.____6 FLAGS GREAT ESCAPE1172 ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.171410/27/2021921.0683 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-503NONEMIN.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-503NONESECTIONAREA 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-503NONEPLANSECTION '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-503NONE3' MIN 1.5' MAX 2"x4" WOOD FRAMEAROUND STRUCTUREBELOW GRADE ALLBURY FABRIC 1 FOOTNOTE:FABRICSTAKESCALE:CROSS REFERENCE:INLET PROTECTIONFOR STRUCTURES IN UNPAVED AREASNONE5C-503NONE1.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 SFCAD DWG. FILE NAME:K:\Projects\211714\LD\Drawings-Maps\C-503_DET3.dwg FRANCIS G. PALUMBOR.L.A NO. 001226XREFS:CAD DWG. FILE NAME: CAD DWG. FILE NAME:DESIGNEDK:\Projects\211714\LD\Drawings-Maps\C-503_DET3.dwg C-503_DET3.dwgEROSION & SEDIMENT CONTROL DETAILSOKSOKSFGPAS NOTEDC-5039NONEcPROJECT 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.____6 FLAGS GREAT ESCAPE1172 ROUTE 9TOWN OF QUEENSBURYWARREN COUNTY, NEW YORK202121.171410/27/2021921.0683