Loading...
04 Site plan setPRELIMINARY - AUG. 23, 2023 ©2023 PROJECT NUMBER: PROJECT NO. 23.3496 DRAWING NO. 23-0555 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 23.3496 6 FLAGS GREAT ESCAPE 1172 ROUTE 9 BOBCAT WOODEN ROLLER COASTER 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ G - 0 0 1 _ C O V E R . d w g SHEET OF 901 PRELIMINARY 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 SCH E N E C T A D Y YATES WA S H I N G T O N RENSSELAER CORTLAND HERKIMER FULTON TOWN OF QUEENSBURY SITE LOCATION MAP NORTH R O U T E 9 A D I R O N D A C K N O R T H W A Y I - 8 7 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% DRAWING LIST: SHEET NO. SHEET TITLE SHEET DESC. 01 COVER SHEET G-001 02 EXISTING CONDITIONS C-101A & DEMOLITION PLAN 03 SITE LAYOUT PLAN C-101 04 OVERALL SITE LAYOUT PLAN C-102 05 SITE GRADING & SOIL EROSION C-103 & SEDIMENT CONTROL PLAN 06 SITE LANDSCAPING PLAN C-105 07 SITE DETAILS C-501 08 SITE DETAILS C-502 09 EROSION & SEDIMENT C-503 CONTROL DETAILS * PER TRAVEL CORRIDOR OVERLAY DISTRICT. **MAXIMUM HEIGHT 175 FEET PER PARKWIDE GEIS. TOWN OF QUEENSBURY APPROVALS: NW Cor Rim=427.39' SSAC Rim=424.51' NW Cor Rim=424.14' Electric Access Cover Rim=424.87' Electric Access Cover Rim=424.23' SSAC Rim=424.12' CB NW Cor Rim=427.29' Metal Access Cover NW Cor Rim=427.02' Electric Box 4x4 Post w/ Fire Extinguisher 6" Maple 6" Hemlock14" Pine 14" Pine 4" Hemlock 4" Hemlock 4" Hemlock CB NW Cor Rim=427.74' CB NW Cor Rim=422.15' Edg e o f W o o d s Edg e o f W o o d s 14" White Pine On e S t o r y B u i l d i n g "T r a d e w i n d s " 21 2 7 s f 6" Birch 6" Hemlock 12" Pine 4" Triple Birch 8" White Pine 8" White Pine 14" White Pine 4" Hemlock 6" Maple 14" Maple12" White Pine 4x4 Wood Post w/ Speakers 4x4 Post w/ Fire Extinguisher Electric Box Traffic Light 14" Oak 16" Oak 4x4 Post w/ Electric Water Spigot Water Spigot 14" Maple 6" White Pine Air Filler Traffic Light 6" Twin Maple 8" Oak Fountain Outlet Wood Post Pl a n t e r 6" Birch 6" Oak 6" Poplar 12" Birch 6" Oak 6" Oak 6" Spruce 4" Oak 6" Hemlock 4" Birch 4" White Pine 4" Triple Birch SignTunn e l Lo c k e r s Lo c k e r s AT M Concrete Bu i l d i n g O v e r h a n g 26" Oak Birch Cluster Water Spigot Wood Post w/ Speaker Wood Post w/ Electric " D i p p i n D o t s " IC V ICV ICV A/ C El e c t r i c P o s t Wo o d D e c k 4" Spruce 6" Spruce 14" Poplar 26" Oak 6" Spruce 6" Spruce 4" Spruce 26" Oak 4" Spruce Si g n Si g n Electric Access Cover Rim=420.42' " A i r b r u s h S h o p " F F = 4 2 1 . 5 1 ' R o o f E l e v . = 4 3 8 . 3 0 ' 4" Spruce 12" Oak 3" Ash 4" Ash 4" Ash 3" Ash 4" Ash 18" Oak 4" Locust 4" Locust 4" Spruce 10" Locust 3" Locust 4" Locust 4" Locust 8" Locust 8" Locust 4" Birch 12" Spruce 12" Spruce 8" Spruce 12" Spruce 6" Cherry Birch Cluster 6" Spruce 4" Spruce 6" Hemlock 4" Spruce 8" Spruce Water Spigot Water Spigot Water Spigot ICV 6" Spruce Electric Panel Electric Panel Wood Post w/ Speaker Water Spigot ICV 14" White Pine 8" Spruce 8" Spruce 4" Triple Birch 6" Spruce 4" Spruce 6" Ash Yew Tree Yew Tree Yew Tree Yew Tree Electric Post Wood Ramp Wood Ramp Wood Ramp Wood Ramp Wood Ramp Wo o d R a m p St a i r s t o R i d e Stairs to Ride Wo o d L a n d i n g Water Spigot 6" Maple Water Spigot L P Traffic Light Electric Box CB Electric Box Wood Post Stam p e d C o n c r e t e W a l k Stamped Concrete Walk Wood Railing Wood Railing Wood R a i l i n g Wood R a i l i n g Edg e o f W o o d s Ed g e o f W o o d s F u e l T a n k Co n c r e t e Cru s h e d S t o n e D r i v e Cr u s h e d S t o n e D r i v e C o v e r e d D e c k Meta l G u i d e R a i l Conc r e t e T r a c k R o o f O v e r h a n g T i r e B u m p e r s Conc r e t e W a l k Conc r e t e W a l k Conc r e t e W a l k Conc r e t e W a l k Elec t r i c P a n e l 12" CPP Culvert Top=426.72' Building Concrete Building "Alpine Bobsled" 1397 SF Building on Piers Electric Box Electric Box 43 5 4 3 5 435 4 3 5 4 3 0 43 0 43 0 430 43 0 4 3 0 4 3 0 430 430 430 430 43 0 430 430 430 430 43 0 430 430 4 3 0 43 0 430 430 43 0 43 0 430 430 430 430 4 3 0 43 0 43 0 430 425 425 425 42 5 425 425 425 42 5 42 0 420 415 415 EMH SMH CB # SMH EMH WV WV Bob s l e d R i d e T r a c k Bob s l e d R i d e T r a c k Bobs l e d R i d e T r a c k Bobs l e d R i d e T r a c k Bobsled Ride Track Bob s l e d R i d e T r a c k Bob s l e d R i d e T r a c k Bobsl e d R i d e T r a c k Bobsled Ride Track Bobsl e d R i d e T r a c k Paved Access Path Paved Access Path Paved Access Path Paved Access Path Paved Access Path Paved Access Path Retaining Wall Retaining Wall Retaining Wall Retaining Wall R e t a i n i n g W a l l R e t a i n i n g W a l l Re t a i n i n g W a l l Decorative Fence Decorative Fence Decorative Fence Decorative Fence Chainlink Fence Chainlink Fence Chainlink Fence Concrete Pier Concrete Pier ST ST ST ST ST ST ST 425 428 G a r a g e 5 7 6 S F DIS C H A R G E S T O RO A R I N G R I V E R CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING PAVEMENT, CONCRETE AND STRUCTURES NECESSARY FOR NEW CONSTRUCTION HIGHEST POINT OF BOBSLED 66' EXISTING CONDITIONS & DEMOLITION PLAN OKS OKS FGP PRELIMINARY 2023 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 23.3496 AUG. 23, 2023 23.3496 23-0555 9 6 FLAGS GREAT ESCAPE BOBCAT WOODEN ROLLER COASTER 02 C-101A CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ 0 2 _ C - 1 0 1 A _ E X . d w g c PROJECT NUMBER: 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 : DESIGNED www.ctmale.com AS NOTED FRANCIS G. PALUMBO R.L.A NO. 001226 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 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. EXISTING RIDE OPERATIONS BUILDING TO REMAIN AND BE REUSED FOR NEW COASTER CONCRETE FOUNDATION (TYP) CONCRETE FOUNDATION (TYP) EXISTING "TRADEWINDS" BUILDING TO REMAIN EXIT RAMPS TO BE RECONFIGURED ENTRANCE RAMPS TO BE REUSED CONCRETE FOUNDATION (TYP) EXISTING GO-KART GARAGE TO REMAIN GO-KART ACCESS ROAD TO GO-KART TRACK TO REMAIN TO BE MODIFIED/ADJUSTED AT COASTER FOUNDATION CROSSING AS NEEDED GO-KART GARAGE BUILDING GRAVEL ACCESS ROAD COASTER STRUCTURE &TRACK (TYP) CONCRETE FOUNDATION (TYP) COASTER STRUCTURE &TRACK (TYP) COASTER STRUCTURE &TRACK (TYP) STAIRS CONCRETE WALKWAY FOR RIDE QUEUING STAIRS SEGMENTAL BLOCK RETAINING WALL WALKWAY FOR RIDE QUEUING UNDER RIDE STRUCTURE PERMEABLE PAVERS AREA FOR RIDE QUEUING HIGHEST POINT OF COASTER AT 60' RIDE PORTAL & POLICY SIGNRIDE PORTAL & POLICY SIGN BOBCAT SIGN 490'± TO NEAREST PROPERTY LINE 170' ± T O N E A R E S T PROP E R T Y L I N E NW Cor Rim=427.39' SSAC Rim=424.51' NW Cor Rim=424.14' Electric Access Cover Rim=424.87' Electric Access Cover Rim=424.23' SSAC Rim=424.12' CB NW Cor Rim=427.29' Metal Access Cover NW Cor Rim=427.02' Electric Box 4x4 Post w/ Fire Extinguisher CB NW Cor Rim=422.15' Edg e o f W o o d s On e S t o r y B u i l d i n g "T r a d e w i n d s " 21 2 7 s f 4x4 Wood Post w/ Speakers 4x4 Post w/ Fire Extinguisher Electric Box Traffic Light 4x4 Post w/ Electric Water Spigot Water Spigot Air Filler Traffic Light Sign Lo c k e r s Lo c k e r s AT M Concrete Bu i l d i n g O v e r h a n g Wood Post w/ Electric " D i p p i n D o t s " IC V ICV ICV Si g n Electric Access Cover Rim=420.42' Water Spigot Water Spigot Electric Panel Electric Panel Wood Post w/ Speaker Electric Post Wood Ramp Wood Ramp Wood Ramp Wood Ramp Wood Ramp Water Spigot L P Traffic Light CB F u e l T a n k Co n c r e t e C o v e r e d D e c k Meta l G u i d e R a i l Conc r e t e T r a c k R o o f O v e r h a n g T i r e B u m p e r s Conc r e t e W a l k Conc r e t e W a l k Conc r e t e W a l k Conc r e t e W a l k Elec t r i c P a n e l Building Concrete Building "Alpine Bobsled" 1397 SF Building on Piers Electric Box EMH SMH CB # SMH EMH WV WV Paved Access Path Paved Access Path Paved Access Path Paved Access Path Paved Access Path Paved Access Path Retaining Wall Retaining Wall Retaining Wall Retaining Wall Re t a i n i n g W a l l Decorative Fence Decorative Fence Decorative Fence Decorative Fence Chainlink Fence Chainlink Fence Chainlink Fence Concrete Pier Concrete Pier G a r a g e 5 7 6 S F DIS C H A R G E S T O RO A R I N G R I V E R SITE LAYOUT PLAN OKS OKS FGP PRELIMINARY 2023 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 23.3496 AUG. 23, 2023 23.3496 23-0555 9 6 FLAGS GREAT ESCAPE BOBCAT WOODEN ROLLER COASTER 03 C-101 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ 0 3 _ C - 1 0 1 _ S P . d w g c PROJECT NUMBER: 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 : DESIGNED www.ctmale.com AS NOTED FRANCIS G. PALUMBO R.L.A NO. 001226 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 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*37 FEET**37 FEET** RIDE HEIGHT 35 FEET*66 FEET**60 FEET BUILDING AREA -4,289± SF**4,100± SF** IMPERVIOUS AREA -28,358± SF**33,030± SF** GREENSPACE 30.0%61.7%**55.4%** FRONT YARD 75 FEET >75 FEET >75 FEET SIDE YARD 20 FEET > 20 FEET > 20 FEET REAR YARD 20 FEET > 20 FEET > 20 FEET SHORELINE 75 FEET >75 FEET >75 FEET *MAXIMUM HEIGHT 175-185 FEET PER PARKWIDE GEIS 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 SNOW REMOVAL NOTES: THE PARK IS A SEASONAL OPERATION. SNOW WILL BE REMOVED AS NEEDED TO ENSURE FIRE ACCESS. OVERALL SITE LAYOUT PLAN OKS OKS FGP PRELIMINARY 2023 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 23.3496 AUG. 23, 2023 23.3496 23-0555 9 6 FLAGS GREAT ESCAPE BOBCAT WOODEN ROLLER COASTER 04 C-102 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ 0 4 _ C - 1 0 2 _ O V _ S P . d w g c PROJECT NUMBER: 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 : DESIGNED www.ctmale.com AS NOTED FRANCIS G. PALUMBO R.L.A NO. 001226 BAR SCALE 1 inch = ft. 100 0 50 100 200 100 1 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY RO U N D P O N D R O A D H I G H P O I N T E DR I V E ROU T E 9 HIGH POINT OF BOBSLED 66' HIGH POINT OF BOBCAT COASTER 60' STOR M W A T E R TREA T M E N T F A C I L I T Y (INF I L T R A T I O N B A S I N ) 428.75 428.99 420.61 421.03 420.94 ST S T ST ST CB CB CB ST CB=428.00 12" INV OUT 425.50 CB=428.00 12" INV IN 425.30 12" INV OUT 425.30 39 LF-12" HDPE@ 0.5% 50 LF-12" HDPE@ 0.6% ES INV.=425.00 ES INV.=425.00 ES INV.=425.00 SPILLWAY EL=427.50 OS TF=427.50 INV. OUT=425.1± CB CB=428.00 12" INV OUT 425.34 68 LF-12" HDPE@ 0.6% CB=428.00 12" INV OUT 425.33 66 LF-12" HDPE@ 0.5% 425 426 428 428 426 428 428 428 425 OIL WATER SEPARATOR 6" INV IN 426.00 6" INV OUT 425.75 TW=428.5 BW=422.6 TW=428.5 BW=422.0 TW=427.0 BW=422.3 424.12 424.07 420.97 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 428.5 CONCRETE WASHOUT SILT FENCE, TYP. SILT FENCE, TYP. SILT FENCE, TYP. SILT FENCE, TYP. INLET PROTECTION, TYP. INLET PROTECTION, TYP. STABILIZED CONSTRUCTION ENTRANCE TOPSOIL STOCKPILE NW Cor Rim=427.39' SSAC Rim=424.51' NW Cor Rim=424.14' Electric Access Cover Rim=424.87' Electric Access Cover Rim=424.23' SSAC Rim=424.12' CB NW Cor Rim=427.29' Metal Access Cover NW Cor Rim=427.02' Electric Box 4x4 Post w/ Fire Extinguisher CB NW Cor Rim=427.74' CB NW Cor Rim=422.15' Edg e o f W o o d s On e S t o r y B u i l d i n g "T r a d e w i n d s " 21 2 7 s f 4x4 Wood Post w/ Speakers 4x4 Post w/ Fire Extinguisher Electric Box Traffic Light 4x4 Post w/ Electric Water Spigot Water Spigot Air Filler Traffic Light Wood Post Pl a n t e r Sign Lo c k e r s Lo c k e r s AT M Concrete Bu i l d i n g O v e r h a n g Wood Post w/ Electric " D i p p i n D o t s " IC V ICV ICV A/ C Si g n Electric Access Cover Rim=420.42' Water Spigot Water Spigot Electric Panel Electric Panel Wood Post w/ Speaker Electric Post Wood Ramp Wood Ramp Wood Ramp Wood Ramp Wood Ramp Water Spigot L P Traffic Light CB F u e l T a n k Co n c r e t e C o v e r e d D e c k Meta l G u i d e R a i l Conc r e t e T r a c k R o o f O v e r h a n g T i r e B u m p e r s Conc r e t e W a l k Conc r e t e W a l k Conc r e t e W a l k Conc r e t e W a l k Elec t r i c P a n e l 12" CPP Culvert Top=426.72' Building Concrete Building "Alpine Bobsled" 1397 SF Building on Piers Electric Box 43 5 4 3 5 435 4 3 5 4 3 0 43 0 43 0 430 43 0 4 3 0 4 3 0 430 430 430 430 43 0 430 430 430 430 43 0 430 430 4 3 0 43 0 430 430 43 0 43 0 430 430 430 430 4 3 0 43 0 43 0 430 425 425 425 42 5 425 425 425 42 5 42 0 420 415 415 EMH SMH CB # SMH EMH WV WV Paved Access Path Paved Access Path Paved Access Path Paved Access Path Paved Access Path Paved Access Path Retaining Wall Retaining Wall Retaining Wall Retaining Wall Re t a i n i n g W a l l Decorative Fence Decorative Fence Decorative Fence Decorative Fence Chainlink Fence Chainlink Fence Chainlink Fence Concrete Pier Concrete Pier ST ST ST ST ST ST ST 425 428 G a r a g e 5 7 6 S F DIS C H A R G E S T O RO A R I N G R I V E R SITE GRADING & SOIL EROSION & SEDIMENT CONTROL PLAN OKS OKS FGP PRELIMINARY 2023 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 23.3496 AUG. 23, 2023 23.3496 23-0555 9 6 FLAGS GREAT ESCAPE BOBCAT WOODEN ROLLER COASTER 05 C-103 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ 0 4 _ C - 1 0 2 _ S G . d w g c PROJECT NUMBER: 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 : DESIGNED www.ctmale.com AS NOTED FRANCIS G. PALUMBO R.L.A NO. 001226 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY ST S T ST ST ST 425 426 428 428 426 428 428 428 425 EXISTING TREES TO REMAIN (TYP) FENCE 48" MINIMUM HEIGHT AT TOP OF WALL EXISTING TREES TO REMAIN (TYP) EXISTING TREES TO REMAIN (TYP) EXISTING TREES TO REMAIN (TYP) LP LP LP LP PROPOSED ROPE LIGHTING MOUNTED BELOW TOP HANDRAIL (TYP) PROPOSED ROPE LIGHTING MOUNTED BELOW TOP HANDRAIL (TYP) PROPOSED ROPE LIGHTING MOUNTED BELOW TOP HANDRAIL (TYP) PROPOSED ROPE LIGHTING MOUNTED BELOW TOP HANDRAIL (TYP) DECORATIVE LIGHTPOLES FOR RIDE QUEUING AREA DECORATIVE LIGHTPOLES FOR RIDE QUEUING AREA LIGHTING FOR QUEUE MOUNTED TO STRUCTURE OF COASTER (TYP) 1 PG ANNUAL BED (TYP) 1 AB 3 CS 1 AR 1 AR 1 AR 1 AR 1 PG 1 PG 1 AB 1 PG 3 CS NW Cor Rim=427.39' SSAC Rim=424.51' NW Cor Rim=424.14' Electric Access Cover Rim=424.87' Electric Access Cover Rim=424.23' SSAC Rim=424.12' CB NW Cor Rim=427.29' Metal Access Cover NW Cor Rim=427.02' Electric Box 4x4 Post w/ Fire Extinguisher 6" Maple 6" Hemlock14" Pine 14" Pine 4" Hemlock 4" Hemlock 4" Hemlock CB NW Cor Rim=427.74' CB NW Cor Rim=422.15' Edg e o f W o o d s Edg e o f W o o d s 14" White Pine On e S t o r y B u i l d i n g "T r a d e w i n d s " 21 2 7 s f 6" Birch 4" Hemlock 6" Maple 14" Maple12" White Pine 4x4 Wood Post w/ Speakers 4x4 Post w/ Fire Extinguisher Electric Box Traffic Light 14" Oak 16" Oak 4x4 Post w/ Electric Water Spigot Water Spigot 14" Maple Air Filler Traffic Light 6" Twin Maple Wood Post Pl a n t e r 6" Poplar 12" Birch 4" Oak 4" Birch 4" White Pine 4" Triple Birch Sign Lo c k e r s Lo c k e r s AT M Concrete Bu i l d i n g O v e r h a n g 26" Oak Wood Post w/ Electric " D i p p i n D o t s " IC V ICV ICV A/ C 14" Poplar 26" Oak 6" Spruce 6" Spruce 4" Spruce 26" Oak 4" Spruce Si g n Electric Access Cover Rim=420.42' 8" Locust 4" Birch 8" Spruce 6" Cherry Birch Cluster 4" Spruce 4" Spruce 8" Spruce Water Spigot Water Spigot Electric Panel Electric Panel Wood Post w/ Speaker ICV 4" Spruce Yew Tree Yew Tree Yew Tree Yew Tree Electric Post Wood Ramp Wood Ramp Wood Ramp Wood Ramp Wood Ramp 6" Maple Water Spigot L P Traffic Light CB Ed g e o f W o o d s F u e l T a n k Co n c r e t e C o v e r e d D e c k Meta l G u i d e R a i l Conc r e t e T r a c k R o o f O v e r h a n g T i r e B u m p e r s Conc r e t e W a l k Conc r e t e W a l k Conc r e t e W a l k Conc r e t e W a l k Elec t r i c P a n e l 12" CPP Culvert Top=426.72' Building Concrete Building "Alpine Bobsled" 1397 SF Building on Piers Electric Box 43 5 4 3 5 435 4 3 5 4 3 0 43 0 43 0 430 43 0 4 3 0 4 3 0 430 430 430 430 43 0 430 430 430 430 43 0 430 430 4 3 0 43 0 430 430 43 0 43 0 430 430 430 430 4 3 0 43 0 43 0 430 425 425 425 42 5 425 425 425 42 5 42 0 420 415 415 EMH SMH CB # SMH EMH WV WV Paved Access Path Paved Access Path Paved Access Path Paved Access Path Paved Access Path Paved Access Path Retaining Wall Retaining Wall Retaining Wall Retaining Wall Re t a i n i n g W a l l Decorative Fence Decorative Fence Decorative Fence Decorative Fence Chainlink Fence Chainlink Fence Chainlink Fence Concrete Pier Concrete Pier ST ST ST ST ST ST ST 425 428 G a r a g e 5 7 6 S F DIS C H A R G E S T O RO A R I N G R I V E R SITE LANDSCAPING & LIGHTING PLAN OKS OKS FGP PRELIMINARY 2023 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 23.3496 AUG. 23, 2023 23.3496 23-0555 9 6 FLAGS GREAT ESCAPE BOBCAT WOODEN ROLLER COASTER 06 C-105 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ 0 7 _ C - 1 0 5 _ S L . d w g c PROJECT NUMBER: 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 : DESIGNED www.ctmale.com AS NOTED FRANCIS G. PALUMBO R.L.A NO. 001226 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 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 4 AR ACER RUBRUM RED MAPLE 2.5-3" CAL.SEE PLAN B&B 4 PG PICEA GLAUCA WHITE SPRUCE 6-8' HEIGHT SEE PLAN B&B AB ABIES BALSAMEA BALSAM FIR 6-8' HEIGHT SEE PLAN B&B SHRUBS 6 CS CORNUS STOLOENIFERA RED OSIER DOGWOOD 30-36" HEIGHT SEE PLAN B&B D 6" 6" D COMPACTED SUBGRADE CONSTRUCTION JOINT 3"3" EXPANSION JOINT 3" TYPICAL 3" TYPICAL 3" TYP 1/2" 1/4" NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE REQUIREMENTS OF SECTION 608, SIDEWALKS, DRIVEWAYS, AND BICYCLE PATHS; SPECIFICALLY ITEM NO. 608.0101 CONCRETE SIDEWALKS AND DRIVEWAYS, OF THE NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED JANUARY 1, 2019, AND ALL ADDENDA THERETO. SEE NOTE NO. 10 FOR REQUIRED DETECTABLE WARNINGS. 2. SUBBASE MATERIAL AND PLACEMENT SHALL CONFORM WITH THE REQUIREMENTS OF SECTION 304, SUBBASE COURSE; SPECIFICALLY ITEM NO. 304.12, SUBBASE COURSE, TYPE 2, OF THE NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS DATED JANUARY 1, 2019, AND ALL ADDENDA THERETO. 3. REINFORCEMENT SHALL BE AS FOLLOWS: 5" THICK SIDEWALK: 6" X 6"-W2.9/W2.9 WELDED WIRE MESH 4. THICKNESS OF CONCRETE (D) SHALL BE 5". 5. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI 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 AS SHOWN 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 PENETRATING SEALER "CONSPEC SILANE 40 WB," OR EQUAL, AS MANUFACTURED BY "CONSPEC MARKETING AND MANUFACTURING COMPANY" OF KANSAS CITY, KANSAS. TOOLED JOINT WITH 1/4" R AND SEALER FIXED OBJECT OR EXISTING SIDEWALK PREMOLDED EXPANSION JOINT FILLER AND SEALER APPROX. 20' O.C. OR AS SHOWN ON PLANS SUBBASE COURSE, TYPE 2 NYSDOT ITEM NO. 304.12 1/4"R TYPICAL 6 x 6-W2.9 x W2.9 WELDED WIRE MESH REINFORCEMENT AT MID-SLAB (SEE NOTE NO. 12.) TOOLED JOINT WITH 1/4" R AND SEALER 1/4"R TYPICAL COMPACTED SUBGRADE SUBBASE COURSE, TYPE 2 NYSDOT ITEM NO. 304.12 6 x 6-W2.9 x W2.9 WELDED WIRE MESH REINFORCEMENT AT MID-SLAB (SEE NOTE NO. 12.) SCALE: CROSS REFERENCE: CONCRETE SIDEWALK DETAILS NONE 1 C-501 NONE FLUTED ROUND STEEL POLE WITH BLACK FACTORY APPLIED FINISH HAND HOLE ASSEMBLY 4-4# RE-BARS VERT. #3 TIES @ 12" O.C BURNDY'S COMPRESSION CONNECTOR CAT. NO. YGHC34C26 SCHEDULE 40 PVC CONDUIT CONTINUOUS 2" MIN. 3,000 PSI CONCRETE VIBRATE CONCRETE TO ENSURE SMOOTH FORM FINISH ABOVE GRADE PRECAST BASE OR CAST IN PLACE SONOTUBE REMOVED TO 6" BELOW GRADE. COMPACTED BASE OR UNDISTURBED SUBGRADE BOLT SIZE, LAYOUT MOUNTING PROCEDURE AS PER MFG. SPECS. PROVIDE SQUARE BASE COVER AS FURNISHED BY POLE MFG. STERNBERG CAPITAL SERIES 6130B OR APPROVED EQUAL PLAN VIEW SECTION VIEW LIGHT BASE SHALL BE INCREASED IN SIZE AND REINFORCED AS REQUIRED, TO ACCOMMODATE SITE SPECIFIC SOIL BEARING CAPACITIES AND ANTICIPATED WIND LOADING PER ANSI A58.1-1982 FINISHED GRADE 24" DIA. MIN 5' M I N . 2' 1" 18 " M I N . SCALE: CROSS REFERENCE: LIGHT POLE BASE NONE 4 C-501 NONE 100 YEAR W.S. ELEV. 427.043 1 INFILTRATION BASIN 3 1 INFILTRATION BASIN CONSTRUCTION NOTES: 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. SCALE: CROSS REFERENCE: INFILTRATION BASIN #IB1 DETAIL NONE 3 C-501 TOP OF BERM ELEV=428.00 BOTTOM ELEV=426.00 1 YEAR & 10 YEAR W.S. ELEV. 426.00 GRADE BASE COURSE 4" ASTM NO. 57 AGGREGATE COMPACTED SUBGRADE BEDDING COURSE 1 1 2" TO 2" ASTM NO. 8 AGGREGATE PERMEABLE PAVERS, INSTALL PER MANUFACTURERS INSTALLATION GUIDE JOINT FILLING MATERIAL ASTM NO. 8 AGGREGATE 2" TYPE 3 BINDER COURSE 1 1 2" TYPE 6 TOP COURSE 12" TYPE 2 SUBBASE COURSE COMPACTED SUBGRADE SCALE: CROSS REFERENCE: ASPHALT PAVEMENT SECTION NONE 5 C-501 SCALE: CROSS REFERENCE: PERMEABLE PAVERS SECTION NONE 2 C-501 GEOTEXTILE FABRIC PERMEABLE PAVER MAINTENANCE GUIDELINES: OWNER SHALL BE RESPONSIBLE TO ENSURE PROPER MAINTENANCE OF PERMEABLE PAVERS. THIS SHALL INCLUDE: ·ADHERENCE WITH MANUFACTURERS RECOMMENDATIONS. ·PERIODICALLY ENSURE PAVERS ARE CLEAR OF ANY DEBRIS. ·INSPECT PAVER AREAS AFTER STORM EVENT TO ENSURE DEWATERING IS OCCURRING. ·KEEP AREA CLEAR OF SEDIMENTS. ·VACUUM SWEEP ON SEASONAL BASIS ·ANNUALLY INSPECT FOR DETERIORATION OF SURFACE PAVERS. SCALE: CROSS REFERENCE: LIGHT DETAILS NONE 6 C-501 NONE TOP OF BERM ELEV=427.50 BOTTOM ELEV=425.00 FOREBAY OUTLET CONTROL STRUCTURE TF=427.50 12" PVC SDR 35 INV 425.1 3 13 1 SITE DETAILS OKS OKS FGP PRELIMINARY 2023 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 23.3496 AUG. 23, 2023 23.3496 23-0555 9 6 FLAGS GREAT ESCAPE BOBCAT WOODEN ROLLER COASTER 07 C-501 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ 0 8 - 1 0 C - 5 0 1 D E T A I L S . d w g c PROJECT NUMBER: 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 : DESIGNED www.ctmale.com AS NOTED FRANCIS G. PALUMBO R.L.A NO. 001226 1 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY BRASS PLUG SOLID, SQUARE NUT THREADED IRON BODY FERRULE WITH SCHENECTADY SANITARY SEWER APPROVED EQUAL STAMPED PATTERN NO. 1213 OR CAMPBELL FOUNDRY MANHOLE FRAME AND COVER AND 1/8 BEND COMBINATION WYE SEE TRENCH DETAILS CRUSHED STONE BASE 1/8" PER FT. MIN. SLOPE SEWER FROM MAIN LINE SEWER LATERAL 6" C.I. PIPE 5' M I N . O R A S O R D E R E D LE N G T H V A R I E S A D J U S T T O G R A D E MORTAR GRADE RINGS GRADE w/ CONC. ADJUST TO FINISH FINISHED GRADE SCALE: CROSS REFERENCE: TYPICAL CLEANOUT DETAIL NONE 5 C-502 NONE PIPE DIMENSIONS TRENCH DIMENSIONS NOMINAL SIZE BARREL OD Bc 4"4.8"2"28" 6"6.9"2"30" 8"9.1"3"32" 10"11.4"3"34" Bc/4 Bd 6" 6" 6" 6" ROCK EXCAVATION BELOW PIPE d AASHTO M294 TYPE 5 CORRUGATED HDPE PIPE 6" NOTES: 1.CRUSHED STONE BEDDING AND PIPE ZONE BACKFILL SHALL BE NO. 1 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. 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 FOR 12-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 BACKFILL OPTIONAL EXTRA BEDDING Bd ADDITIONAL PIPE ZONE BACKFILL CAREFULLY PLACED AND COMPACTED TO 95% STANDARD PROCTOR DENSITY ID Bc TRENCH BACKFILL BE D D I N G AN D I N I T I A L PI P E Z O N E BA C K F I L L AD D ' L PI P E BA C K F I L L SPRING LINE OF PIPE CROWN (TOP) OF PIPE ZO N E (EXCAVATED MATERIAL) 6" MIN. IN ROCK GEOTEXTILE-GEOTEX 401 OR EQUIVALENT 1'-0" OVERLAP 30" SQ. OPENING FRAME AND GRATE PATTERN NO. 2816-B AS MANUFACTURED BY "SYRACUSE CASTINGS", CICERO, NEW YORK, OR EQUIVALENT. -OR- FRAME AND GRATE PATTERN NO. R-3561 AS MANUFACTURED BY "NEENAH FOUNDRY COMPANY" NEENAH, WISCONSIN, OR EQUIVALENT.A SECTION 30" SQUARE FRAME AND GRATE A TYPICAL SECTION INVERT LOWEST PIPE SE E N O T E DE P T H SU M P BA S E 6" UNDISTURBED EARTH OR ROCK 4' - 6 " (TYP.) 1'-0" AROUND PIPE CEMENT MORTAR SEAL FLOW FLOW NOTES: 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 PRECAST CONCRETE ROUND CATCH BASIN. 4.UNLESS OTHERWISE INDICATED, THE MAXIMUM HEIGHT OF THIS CATCH BASIN SHALL BE 4'-3" AS MEASURED FROM THE FINISHED TOP OF FRAME AND GRATE (RIM) ELEVATION TO THE INVERT OUT ELEVATION. WITHIN THE ABOVE STATED MAXIMUM HEIGHT LIMITATION, A SINGLE PRECAST CONCRETE INTERMEDIATE SECTION MAY BE UTILIZED IF NECESSARY TO PROVIDE THE SUMP DEPTHS CALLED FOR IN NOTE NO. 4. FOR DEEPER STRUCTURES, A PRECAST CONCRETE ROUND CATCH BASIN SHALL BE USED. 5.PRECAST CONCRETE SQUARE CATCH BASIN SHALL BE REINFORCED TO WITHSTAND HS 20-44 LOAD IN TRAFFIC AREAS. 6.CRUSHED STONE FOUNDATION COURSE 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. NO . 4 2" MAX (TYP.) 24"x42" KNOCKOUT PANELS CENTERED ON ALL FOUR SIDEWALLS 1 2" PORTLAND CEMENT MORTAR PARGE INSIDE JOINTS NEATLY STRUCK AND POINTED FINISHED GRADE 6" MIN. ON ROCK 12" MIN. ON EARTH CRUSHED STONE FOUNDATION COURSE FLOWFLOW 5" M I N . 2'-6" SQ. VA R I E S 13 " M A X . FRAME AND GRATE INSTALL NON-WOVEN GOETEXTILE SEPARATION FABRIC (GEOTEX 401 OR EQUIVALENT) TO PREVENT MIGRATION OF FINES INTO THE FOUNDATION COURSE. 2'-6" x 2'-6" x 4'-0" INSIDE DIMENSION CATCH BASIN AS MANUFACTURED BY "THE FORT MILLER CO., INC.", OR EQUIVALENT (SEE NOTE NO. 7) CONCRETE GRADE ADJUSTMENTS RINGS SCALE: CROSS REFERENCE: STANDARD SQUARE FRAME AND GRATE ON PRECAST CONCRETE SQUARE CATCH BASIN NONE 1 C-502 NONE SCALE: CROSS REFERENCE: PRECAST CONCRETE SQUARE CATCH BASIN NONE 3 C-502 NONE SCALE: CROSS REFERENCE: STORM SYSTEM - CORRUGATED HDPE PIPE BEDDING AND BACKFILL NONE 2 C-502 NONE A A 5" MIN WALL SECTION VA R I E S 8" M I N . INVERT LOWEST PIPE IN C R E A S E S W I T H CA T C H B A S I N D E P T H OR A O B E SU M P 1' - 0 " BA S E 8" UNDISTURBED EARTH OR ROCK (TYP.) 1'-0" AROUND PIPE CEMENT MORTAR SEAL 4'-0" DIA MIN FLOWFLOW FL O W FLOW FLOW 2" MAX (TYP.) AD D I T I O N A L R I S E R SE C T I O N S A S R E Q U I R E D 12 " M A X . PRECAST CONCRETE GRADE ADJUSTMENT RINGS SET IN PORTLAND CEMENT MORTAR (AS NECESSARY) SHALL BE UTILIZED TO EXTEND THE OPENING IN THE TOP SLAB TO AN ELEVATION APPROPRIATE TO SETTING THE SPECIFIED FRAME AND GRATE TO THE INDICATED RIM ELEVATION. 12" PORTLAND CEMENT MORTAR PARGE PORTLAND CEMENT MORTAR FILLET 8" PRECAST REINFORCED CONCRETE TOP SLAB HAVING A FORMED OPENING APPROPRIATE TO THE FRAME AND GRATE SPECIFIED. NOTES: 1.CRUSHED STONE FOUNDATION COURSE SHALL BE NO. 2 CRUSHED STONE CONFORMING WITH SECTION 703-02, COARSE AGGREGATE OF THE NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIAL, DATED MAY 4, 2006, AND ALL ADDENDA THERETO. 2.CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI AND HAVE 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" IN DIAMETER OR WHEN THE HEIGHT OF THE CATCH BASIN EXCEEDS 4'-4" AS MEASURED FROM THE FINISHED TOP OF FRAME AND GRATE (RIM) ELEVATION TO THE INVERT OUT ELEVATION. FOR SHALLOWER STRUCTURES, USE A PRECAST CONCRETE SQUARE CATCH BASIN (SEE DETAIL 3/C505) UNLESS OTHERWISE INDICATED. 5.PRECAST CONCRETE ROUND CATCH BASIN SHALL BE REINFORCED TO WITHSTAND A.A.S.H.T.O. HS 20-44 TRAFFIC LOADING. 5" WALL (TYP.) 5" M I N . 13 " M A X . TO P SL A B FOUNDATION COURSE: CRUSHED STONE FOUNDATION COURSE 12" MIN. ON EARTH 6" MIN. ON ROCK SCALE: CROSS REFERENCE: ROUND CATCH BASIN NONE 4 C-502 NONE TYPICAL SECTION 0.4550 25.00" 1.4000 1.6800 0.6301 16" Ø1.5400 27" 14.18" R0.6300 14.18" R0.8400 R0.7000 Ø1.2600 1" PVC ANTI-SIPHON PIPE ADAPTER FRONT SIDE PLAN BY BEST MANAGEMENT PRACTICES, "SNOUT" OR APPROVED EQUAL SCALE: CROSS REFERENCE: HOODED OUTLET NONE 6 C-502 NONE REMOVABLE WATERTIGHT ACCESS PORT, 6" OPENING c PROJECT NUMBER: 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 : DESIGNED www.ctmale.com AS NOTED FRANCIS G. PALUMBO R.L.A NO. 001226 SITE DETAILS OKS OKS FGP PRELIMINARY 2023 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 23.3496 AUG. 23, 2023 23.3496 23-0555 9 6 FLAGS GREAT ESCAPE BOBCAT WOODEN ROLLER COASTER 08 C-502 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ 0 8 - 1 0 C - 5 0 1 D E T A I L S . d w g 1 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY FLO W SECTION PERSPECTIVE VIEW FLOW NOTES: 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 THE SILT FENCE. WHEN THE ACCUMULATED SEDIMENT REACHES 30% OF THE SILT FENCE HEIGHT, THE SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE UPLAND AREA. 6.PREFABRICATED UNITS SHALL BE MIRAFI SILT FENCE, MIRAFI ENVIROFENCE OR APPROVED EQUIVALENT. REPLACE EXISTING SOIL AND COMPACT FILTER CLOTH (GEOTEXTILE FABRIC) 36" MIN. FENCE POST UNDISTURBED GROUND HEIGHT OF FILTER 18" MIN. 6"MIN 10' MAX CTR TO C T R 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND EMBED FILTER CLOTH MIN 6" INTO GROUND 4" 20 " M I N . 16 " MI N . FINISHED GRADE SCALE: CROSS REFERENCE: SILT FENCE DETAIL NONE 2 C-503 NONE MIN. 12' MI N . 24 ' 50' MIN. 12 ' 12 ' 6" MI N . 50' MIN. 3' 5 ' NOTES: 1.USE 1"-4" STONE, NYSDOT NO. 2 CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE, OR APPROVED EQUIVALENT. 2.THE LENGTH SHALL NOT BE LESS THAN 50 FEET. 3.NYSDOT NO. 2 CRUSHED STONE SHALL BE MAINTAINED AT A MINIMUM OF 6" IN DEPTH. 4.ENTRANCE SHALL HAVE A 12 FOOT MINIMUM WIDTH, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ENTRANCE SHALL BE AT LEAST 24 FEET WIDE IF SINGLE ENTRANCE TO SITE. 5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS NOT PRACTICAL, A MOUNTABLE BERM WITH 1V:5H SLOPES WILL BE PERMITTED. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY. 7.WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. NYSDOT NO. 2 CRUSHED STONE WOVEN GEOTEXTILE, "GEOTEX 350ST", OR APPROVED EQUAL EXISTING GROUND EXISTING PAVEMENT PAVEMENT MOUNTABLE BERM (OPTIONAL) PLAN VIEW PROFILE SCALE: CROSS REFERENCE: STABILIZED CONSTRUCTION ACCESS NONE 3 C-503 NONE SECTION AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BE PROTECTED RUN O F F 12 " M I N 12" DIA, 5 MIL HDPE COMPOST FILTER SOCK BLOWN/PLACED FILTER MEDIA 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.. PLAN 12" DIA, 5 MIL HDPE COMPOST FILTER SOCK TUBULAR FILTRATION DEVICES (COMPOST FILTER SOCKS) MAY BE USED IN AREAS OF ROCK WHERE INSTALLATION OF SILT FENCE IS IMPRACTICAL 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.. NOTE: 1.FILL TUBULAR FILTRATION SEDIMENT CONTROL DEVICE WITH FILTER MEDIA APPROVED BY NYSDEC FOR THIS APPLICATION. COMPOST FILTER SOCK 2" X 2" X 36" WOODEN STAKES SCALE: CROSS REFERENCE: COMPOST FILTER SOCK NONE 5 C-503 NONE PLAN SECTION 'A-A' FLOW STRAW BALE POLYETHYLENE LINER (10 MILS MIN.)WOOD OR METAL STAKES (2 PER BALE) SECURE PLASTIC LINER INTO GROUND NEAR TOP OF SLOPE STRAW BALE (TYP) STAKE (TYP) 10 MIL POLYETHYLENE LINER (TYP) 8' MIN 8' M I N CONCRETE WASH OUT SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA 18" 12 " 4' M I N . 3' M I N . BLACK LETTERS ON WHITE BACKGROUND GALVANIZED "U" CHANNEL POST FINISHED GRADE WASHOUT SIGN NOTES 1.CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN ALL LIQUID WASTES. 2.CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTES GENERATED. 3.WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL. 4.WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. 5.ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES. 6.AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF PROPERLY. 7.SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA A 2' M I N SCALE: CROSS REFERENCE: CONCRETE WASHOUT DETAIL NONE 4 C-503 NONE 3' M I N 1. 5 ' M A X 2"x4" WOOD FRAME AROUND STRUCTURE BELOW GRADE ALL BURY FABRIC 1 FOOT NOTE: FABRIC STAKE SCALE: CROSS REFERENCE: INLET PROTECTION FOR STRUCTURES IN UNPAVED AREAS NONE 5 C-503 NONE 1.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL CONFORM TO THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION 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 CONSTRUCTION PHASE. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD, AND THEN REMOVED 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 BE REVISED 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 FINAL SURFACE TREATMENT HAS BEEN INSTALLED AND VEGETATED AREAS HAVE ESTABLISHED 80% COVERAGE. AFTER THE VEGETATED AREAS HAVE BEEN STABILIZED WITH AT LEAST 80% VEGETATIVE COVER, AS DETERMINED BY THE ENGINEER, THE PROJECT SPONSOR SHALL ASSUME 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 WITH INTERIM MEASURES PRIOR TO ACHIEVING FINAL GRADES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INTERIM EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO CONTROL EROSION AND SEDIMENTATION THROUGHOUT THE DURATION OF CONSTRUCTION. THE DETAILS AND EXTENT OF THESE MEASURES ARE HIGHLY DEPENDENT ON THE CONTRACTORS MEANS AND METHODS AND THEREFORE NOT DETAILED ON THESE PLANS. THE COSTS ASSOCIATED WITH INSTALLING AND MAINTAINING THESE INTERIM MEASURES 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, OR TACKIFIER) 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 TO MINIMIZE THE AREA AND DURATION OF SOIL DISTURBANCE. REMOVAL OF WOODY VEGETATION SHALL BE KEPT TO THE MINIMUM EXTENT PRACTICABLE. 1.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED WHERE NECESSARY TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAYS. 2.PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT SUITABLE CROSSING FACILITIES, AND SHALL NOT OPERATE UNNECESSARILY WITHIN WATERWAYS OR DRAINAGE DITCHES. 3.IF INTERNAL CONSTRUCTION ROADS ARE DETERMINED TO BE A SOURCE OF SEDIMENT-LADEN RUNOFF TO SENSITIVE AREAS, THEY SHALL BE STABILIZED AS SOON AS PRACTICABLE. 1.SILT FENCE/ COMPOST FILTER SOCK SHALL BE PLACED ON THE DOWNSLOPE SIDE OF DISTURBED AREAS AND AROUND THE PERIMETER OF SOIL STOCKPILES. 2.SILT FENCE/ COMPOST FILTER SOCK SHALL BE PLACED AROUND THE BOUNDARY OF WETLANDS ADJACENT TO THE WORK AREA, AND AT THE 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 FENCE IS NOT ANCHORED 6" INTO THE GROUND. WHEN THE ACCUMULATED SEDIMENT REACHES 30% OF THE SILT FENCE HEIGHT, THE SEDIMENT 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 WATER APPLICATION IN ORDER TO CONTROL DUST. 3.CHEMICALS OR OTHER METHODS OF DUST CONTROL ARE PROHIBITED TO BE USED ON THIS 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 ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NOT MORE THAN (7) DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARY STABILIZATION MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO SEEDING MULCH, STRAW, EROSION CONTROL BLANKETS, SOIL STABILIZING 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 POUNDS PER 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 HYDROMULCH OR 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 ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NOT MORE THAN (7) DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARY STABILIZATION MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO SEEDING, MULCH, STRAW, EROSION CONTROL BLANKETS, SOIL STABILIZING 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 FINALIZED TO AVOID POSSIBLE CONTAMINATION OF PONDS, STREAMS, OR OTHER WATERCOURSES. PLACEMENT OF JUTE MESH OR EROSION CONTROL BLANKETS OVER THE MULCH IS RECOMMENDED TO PROVIDE POSITIVE "TACKING" OF THE MULCH AND INCREASED PROTECTION AGAINST EROSION. 3.PERMANENT SEEDING AND MULCH SHALL BE APPLIED AS SOON AS THE DISTURBED AREAS HAVE ACHIEVED FINAL GRADE. IF THE SPECIFIED SEEDING DATES ARE MISSED, MULCH SHALL BE APPLIED TO THE SLOPE AND SEED SHALL BE APPLIED TO THE TOP OF THE MULCH IN THE NEXT SEEDING SEASON AFTER RECONDITIONING THE TOPSOIL. WHEN THE FINAL GRADE CANNOT BE OBTAINED IN (7) DAYS, MULCH SHALL BE APPLIED FOR PURPOSES OF TEMPORARY EROSION CONTROL. 4.EROSION CONTROL BLANKETS OR SOIL STABILIZING EMULSION PRODUCTS SERVE AS A TEMPORARY EROSION CONTROL MEASURE ON ALL SLOPES 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 IN ACCORDANCE 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 BE APPLIED IF NECESSARY. 7.MULCH OVER PREEMINENT SEED AREAS SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS PER ACRE AND ANCHORED WITH WOOD FIBER HYDROMULCH APPLIED AT A RATE OF 500 TO 750 POUNDS PER ACRE. THE WOOD FIBER MULCH SHALL BE APPLIED THROUGH A HYDROSEEDER IMMEDIATELY AFTER SEEDING 8.SEED MIXTURES: A.GENERAL LAWN MIX: 1.SEED SHALL BE A MIXTURE OF THE SPECIES AND PROPORTION AS LISTED BELOW: SPECIES PERCENTAGE BY WEIGHT YELLOW BLOSSOM SWEETCLOVER 25% 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 SF c PROJECT NUMBER: 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 : DESIGNED www.ctmale.com AS NOTED FRANCIS G. PALUMBO R.L.A NO. 001226 SITE DETAILS OKS OKS FGP PRELIMINARY 2023 TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK 23.3496 AUG. 23, 2023 23.3496 23-0555 9 6 FLAGS GREAT ESCAPE BOBCAT WOODEN ROLLER COASTER 09 C-503 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 3 3 4 9 6 \ L D \ 0 0 _ D r a w i n g s a n d M a p s \ 0 8 - 1 0 C - 5 0 1 D E T A I L S . d w g 1 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 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY