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Teatown Campus Renovation Signed Site Plans - Sheets 41-59
CI C BOARDWALK _r� STAIRS (n rr rr z r EDGE OF WOOD POST AND RAIL FENCE WOOD POST AND 4 RAIL FENCE - RAPTOR LOOP MEW @ BOARDWALK TYP. L-608 EDGE OF WOOD POST AND RAIL FENCE WOOD 1 5 POST AND RAIL FENCE BOARDWALK, TYP. L-608 L-608 RAPTOR LOOP ENTRANCE @ 31'-5" 5:- \ i BENCH WITH ARM AND �7� \ BOARDWALK LAYOUT @ RAPTOR LOOP I NOTES: • ENGINEERED SHOP DRAWINGS TO BE PROVIDED BY BOARDWALK FABRICATOR FOR LANDSCAPE ARCHITECT AND STRUCTURAL ENGINEER'S REVIEW. • SHOP DRAWINGS SHALL INCLUDE FRAMING PLANS, PIER, PLATE CONNECTIONS, LOCATIONS AND HANDRAIL ATTACHMENT. 14�MA ENO\ / \ M Q 48, W 314„ � \ ff BOARDWALK - TYP. TAPERED CUT BOARDS AT ANGLED TRANSITION. YELLOW ;\ �� \\ NO MITER CUTS ALLOWED, TYP.BUILDING \ EDGE OF WOOD POST AND RAIL FENCE WOOD POST AND RAIL FENCE @ BOARDWALK, TYP. 3 L-603 m m -n r z co 1 /4" = 1'-0" 11 3'-0" TYP. RAPTOR LOOP 11 PAVEMENT TRANSITION L-60 I 11 L-601 RAPTOR LOOP PAVEMENT TRANSITION I NOTES: • ENGINEERED SHOP DRAWINGS TO BE PROVIDED BY BOARDWALK FABRICATOR FOR LANDSCAPE ARCHITECT AND STRUCTURAL ENGINEER'S REVIEW. • SHOP DRAWINGS SHALL INCLUDE FRAMING PLANS, PIER, PLATE CONNECTIONS, LOCATIONS AND HANDRAIL ATTACHMENT. 1 3 EDGE OF WOOD POST AND RAIL FENCE WOOD POST AND RAIL FENCE @ BOARDWALK, TYP. BOARDWALK - TYP. 6 TAPERED CUT BOARDS AT 603 ANGLED TRANSITION. NO MITER CUTS ALLOWED, TYP. Resolution Number Date— A_ Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614,4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: VIA 5 Sheet Title: SITE DETAILS - BOARDWALK II Date: 07 February, 2025 Project No:1023 Dwg By: RS Check By: GWL 2 BOARDWALK LAYOUT @ RAPTOR LOOP II 1 /4" = 1'-0" SP-7.03 NOTES: 1. REVIEW STONE LOCATIONS IN FIELD WITH LANDSCAPE ARCHITECT. 2. TOTAL NUMBER OF STONE TREADS VARIES, REFER TO MATERIAL PLAN. V-2", TYP. cz �c C G 00000 00000 N M 0 0 0 0 0 c— 00Oo0 ° 0 ° o ° 0 0°0000 0 0 0 wo 0 0 0 0 0 0 0 0°0 0 ►►-- � 0 0 0 0 0 0 0 0 0 0 0 0 CO / O°O°O°O°00)'0' °O°0°0°0 O 0 O O O 0 O O O O 0 O O°O°O°O°O°O°O°O°O°O°O°O 0°0°0°0000000°0000000 z °o°o°0°0°0 0°0°0°0°0°0°0°0°0° O 0 0 0 O O O O O O O O O 2 O°O°0000000, 0 0 °O°O°O°°°o°O°O°o°— — 0 0 0 0 0 0 0 0 0 0 0 0 0 00 °o°o°o°o°0 0°0°0°0°0°0°0°— o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °o°o°o°o°o o°o°o°o°o° - 03 0 0 0 0 0 0 0 0 0 CV 0°0°0°0°00 00000°0 - 0000000000 000 O O O O 0 O O O O O 0 0 0 0 00°O0 0 00) O 0 0 O O 0 O O 0 O O 0 O 0 o O O 0 O - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �- z o O 0 O O O O O O o O O 0 O 0 0 0 CD p°°°°°p°p°°°o°o°o°0°0°0°0°0 0000000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -_ O O O nono O O O O O O O o - 0 " EASED EDGE 3 BOULDER EDGING L-610 GRANITE STONE STEPS WITH NATURAL CLEFT FINISH SAND CEMENT SETTING BED MODIFIED WITH ADDITION OF STONE SCREENINGS - JOINTS DEEPLY RAKED #57 AGGREGATE CHOKER COURSE QUARRIED #4 COMPACTED AGGREGATE BASE COMPACTED SUBGRADE Q q HANDRAIL EMBEDMENT - EXPOSED AGGREGATE CONCRETE EXPOSED AGGREGATE CONCRETE RAISED COBBLE CURB mul /1l All -TYP HANDRAIL @ SUGAR SHACK STAIR BOULDER EDGING STONE STAIR SLAB - TYP. Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE,14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 i I� — 6 RESIN BOUND Date Issue AGGREGATE 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC -- 10/07/25 ISSUED FOR DEP REVIEW 0 0 0 0 0 ° ° ° ° ° ° °o'-' 0— 000 _ 12J12/25 ISSUED FOR DEP °°o°o°o°o°o°o°o°o°o°o°o°o° — REVIEW 0°0°0°0°0°0°0°0°0°0°0°0°0° . 0 0 0 0 0 0 0 0 0 0 0 0 °°°°°°°°°°°°°°°°°°°°0° i— - 03/11/26 FINAL ISSUE FOR DEP / 000°0°0°°°°0°°°°°°o°° 0 0 0 0 0 0 0 0 0 ° ° ° ° ° ° ° 0 °°°°°°°°°°°°°°°°°°— I� -- REVIEW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000°0°0000000°0°00000°000°000000000°0 - (p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o �- -- .:_<:.�_:;•..:: .. s.,;:: �. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ..-- - , o°00000000000°00000°00000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o°o°o°o°0°0°0°0°0°0°0°0°0°0°0°0°0° �- --- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °000°o°o°o°o°o°o°o°0°0°0°0°00 f o 0 0 0 0 0 0 0 0 0 0 0 0 0 ,•✓ °O°O°O°O°°°O°°°O°O°°C., 0 0 0 0 0 0 0 0 0 0 0 0 — 0 0 0 0 0 0 0 0 00 _I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0�0°0°0°000°0�0. 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 00 = 00000000000°O°O°O°D°O°O°O°O O D0�0�0�0�0° -- °O°O°O°O°O°O°0°O°0°0°O0000°O°O 0 O O O O - -- °O°O°O°O°O°O°O°O0000000, O Z=JOO°O°° — ____ 00000000 0 0 0 0 0 0 0 0 0 0 - — 000000000 0 0 00 0 0 --0000000000 �00 - --- - 0-0-0-0- 0 0 0 0 0000 0 0 0 0000 - -- SUGAR SHACK STAIR - SECTION 1" = 1'-0" q SHOULDER VARIE ,SEE SHOULDER Q WIDTH LAYOUT PLAN IDTH REFER TO TABLE OF SLOPES SLOPE ROUNDING IN 10 COMMON MATERIAL SALVAGED \ L-610 TIMBER CRIBBING FULL BENCH SECTION REFER TO TABLE OF SLOPES SLOPE ROUNDING IN COMMON MATERIAL BALANCED SECTION X% TO X% SIDESLOPE FLAT SECTION TRAIL CROSS SECTION - TYP. SHOULDER SHOULDER SHOULDER x SHOULDER WIDTH, TREAD WIDTH WIDTH SALVAGED TIMBER CRIBBING Seal and Signature: kv f8s� E3��9 ti Sheet Title: SITE DETAILS - STONE STAIRS AND SLOPE PROFILES Date: 07 February, 2025 - _ Project No:1023 Dwg By: RS Resolutioi- - Check By: GWL Date 32''/ �25 SP-7.04 5 STONE STAIR SLAB - TYP. 1 1 /2" = V-0" no RAMP PROFILE WITH COBBLE EDGE - TYP. 1 1 /2" = 1'-0" 1 " = 1 '-0" Pg No: Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: 1-1/2" DIA. POWDER COATED BLACK WITH MATTE FINISH, SEE SPECIFICATIONS STONE SCREENING, 3/8" MINUS FINISH PAVEMENT, REFER TO MATERIALS PLAN NON -SHRINK GROUT FILLER _ - - - AND SEALANT 0 NON -SHRINK GROUT Q o CEMENT CD PIP SONOTUBE `D 0 0 0 0 0 CONCRETE FOOTING 0-0-0 - 00000 a a -- 1'-011 HANDRAIL EMBEDMENT - STONE STAIR 1 1 /2" = V-0" EXPOSED AGGREGATE CONCRETE 1-1/2" DIA. POWDER COATED BLACK WITH MATTE FINISH, SEE SPECIFICATIONS NON -SHRINK GROUT FILLER AND SEALANT 7 RAISED COBBLE CURB -610 NON -SHRINK GROUT CEMENT PIP SONOTUBE CONCRETE FOOTING COMPACTED SUBGRADE cc d 1-1/2" DIA. POWDER COATED BLACK WITH MATTE FINISH, SEE SPECIFICATIONS STONE PAVEMENT ON AGGREGATE BASE NON -SHRINK GROUT FILLER AND SEALANT NON -SHRINK GROUT CEMENT PIP SONOTUBE CONCRETE FOOTING Cr kSPHALT WITH CHIP SEAL )URFACE 1-1/2" DIA. POWDER COATED BLACK WITH MATTE FINISH, SEE SPECIFICATIONS NON -SHRINK GROUT FILLER AND SEALANT ADJACENT CONDITION VARIES REFER TO MATERIAL PLAN NON -SHRINK GROUT CEMENT PIP SONOTUBE CONCRETE FOOTING '1OMPACTED SUBGRADE 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212,487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator 2 HANDRAIL EMBEDMENT - EXPOSED AGGREGATE CONCRETE HANDRAIL EMBEDMENT - STONE PAVEMENT HANDRAIL EMBEDMENT - CHIP SEAL ASPHALT ELLANA 1 1 /2" = 1'-0" 3 1 1 /2" = V-0" 4 1 1 /2" = V-0" 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 no +/- 4'-2" +/- 2'-11 " ; <0 HANDRAIL @ SUGAR SHACK STAIR 1-1/2" DIA. POWDER COATED BLACK WITH MATTE FINISH, SEE SPECIFICATIONS SUGAR SHACK STONE STAIR PLAN AND SECTION RESIN BOUND AGGREGATE HANDRAIL EMBEDMENT - STONE STAIR TRACTOR SHALL VERIFY LING MEETS ALL STATE AND )DES. ill = 1'-0" Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: 0 f 4 1 .i 1 Sheet Title: SITE DETAILS - HANDRAIL I Date: 07 February, 2025 Project No: 1023 Dwg By: RS Check By: GWL Resolution Burr, Date SP-7-05 im Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Q Q Q RAMP HANDRAIL @ NATURE CENTER JTRACTOR SHALL VERIFY ]LING MEETS ALL STATE AND ODES. ASPHALT WITH CHIP SEAL SURFACE HANDRAIL EMBEDMENT - CHIP SEAL ASPHALT FINISH GRADE RAMP, REFER TO GRADING PLAN 11V = 1'-011 0 RAMP HANDRAIL @ DROP-OFF JTRACTOR SHALL VERIFY ,ILING MEETS ALL STATE AND ODES. ASPHALT WITH CHIP SEAL SURFACE @ TOP AND BOTTOM OF RAMP, TYP. HANDRAIL EMBEDMENT - CHIP SEAL ASPHALT 1" = 1'-0" A� �'. 77"asolution Numbar� ._.z, _z- to _ 3 /`2-_'_ 2 S Architect: ITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212,596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: SITE DETAILS - HANDRAIL II Date: 07 February, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-7.06 am RAPTOR LOOP AND CRAFT POND BOARDWALK FENCE AND GATE NOTES: • ALL WOOD ELEMENTS TO BE SOUTHER YELLOW PINE. • ALL POSTS TO BE PRESSURE TREATED. • ENGINEERED SHOP DRAWINGS FOR ALL RAILING, GATES, AND ATTACHMENTS TO BE PROVIDED BY BOARDWALK FABRICATOR FOR LANDSCAPE ARCHITECT AND STRUCTURAL ENGINEER'S REVIEW. • PIERS ON EITHER SIDE OF THE POND BOARDWALK ONLY. BOARDWALK LIMIT OUTSIDE OF 5FT OF THE POND TO BE INSTALLED WITH STEEL PLATE SYSTEM. NO STRUCTURES WITHIN THE LIMIT OF CROFT POND. • FENCE AT ANIMAL ENCLOSURES SHALL HAVE WIRE MESH INFILL PANEL AS SHOW ON DETAIL 4. • FENCE SECTIONS WITH ELEVATIONS GREATER THAN 301N. SHALL HAVE WIRE MESH INFILL PANELS. FENCE POST ATTACHMENT @ GRADE d- M 0 t, FENCE POST - ATTACHMENT @ GRADE C�? G 5'-0" MAX. 0 0 10101, I I 00 00 I I 0 0 0 0 - 6" MIN 1 SECTION @ BOUND AGGREGATE RAILING ELEVATION @ BOUND AGGREGATE WOOD POST AND RAIL FENCE POST ATTACHMENT @ RESIN BOUND AGGREGATE MAINTENANCE ACCESS GATE 1'-5" nvPQunnir 0 < z 0 u 0 u E C a SE.....,.. RAPTOR LOOP ENTRANCE DID POST 1 RAIL FENCE iN TOP AND BOTTOM SATE FRAME WITH TOP BOTTOM FENCE RAIL E LATCH MOM. WOODEN E FRAME WOOD POST AND RAIL FENCE ATTACHMENT F @ BOARDWALK iHED GRADE, REFER 4ATERIALS PLAN ')E - ALIGN WITH INSIDE OF GATE FRAME, TYP. %n N CV N CV POST ATTACHMENT (a7 RESIN BOUND AGGREGATE 2X8 NOM. TOPRAIL, FASTENED TO POST, TYP. 4X4 NOM. POST, FASTENED TO POST, TYP. 2X4 NOM. RAIL SET IN GALVANIZED U-BRACKET, TYP. FINISH GRADE 1 " = 1'-0" L� CL 5'-0" MAX. 0 0 0 0 I I 0 0 0 0 ELEVATION BOA DWALK ELEVATION (@ RAPTOR LOOP ENCLOSURE MEW WOOD POST AND RAIL FENCE - RAPTOR LOOP MEW NOTES: • ALL WOOD ELEMENTS ARE TO BE SITE SALVAGED. • ALL POST ENDS TO BE PRESERVATIVELY TREATED. • ALL ATTACHMENTS TO BE REVIEWED BY FOR LANDSCAPE ARCHITECT AND STRUCTURAL ENGINEER. SITE SALVAGED WOOD TOP BEAM PINNED TO POST, TYP. SITE SALVAGED WOOD CROSS BRACE PINNED TO POST AND TOP BEAM TYP. SITE SALVAGED WOOD POST MOUTNED TO SIMPSON 8X8 CPTZ KNIFE PLATE STYSTEM, TYP. SEE SIGNAGE DWGS 6 1 /4" 0 O N D � r 1 z BOARDWALK - TYP. FHK. METAL PLATE =ASTENED TO FRAME ECTION AND METAL rLH i c ON EITHER SIDE PLAN i z M � � M SECTION 6 BOARDWALK 1 if = 1'-0" TERPRETIVE SIGN -OP TOP RAIL, :E SIGNAGE DWG WOOD POST AND RAIL FENCE PAVEMENT CONDITION VARIES, REFER TO MATERIALS PLAN 1 INTERPRETIVE SIGN AT HANDRAILS ENCLOSURE WALL ENCLOSURE MEW P. TOP RAIL, YOND FERPRETIVE SIGN 'OP TOP RAIL, E SIGNAGE DWG RE MESH @ TEND OF THE CLOSURE WALL RE MESH PINNED TO SOD POST AND RAIL WOOD POST AND RAIL FENCE BOARDWALK - TYP. 4X4 WOOD POST GALVANIZED 4X4 SIMPSON STRONG -TIE CBS COLUMN BASE -SIMPSON COLUMN BASE INSTALLED WITH TWO BOLTS STANDOFF 4X4 WOOD POST 80 SECTION 0 RAPTOR LOOP MEW 1" = 1'-0" Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE,14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW WOOD POST AND RAIL _ I _ GALVANIZED 4X4 SIMPSON FENCE — i — STRONG -TIE CBS COLUMN BASE ADDITIONAL BLOCKING Seal and Signature: AROUND POST = = SIMPSON COLUMN BASE N I INSTALLED WITH TWO BOLTSCN BOARDWALK - TYP. o ROUNDED PORTION OF PLATE CUT FROM HSS 12.75X0.5, VERIFY WITH STANDOFF ACTUAL WOOD ADJACENT CONDITION VARIES, DIMENSIONS PRIOR TO J REFER TO MATERIALS PLAN`'_''` STEEL FABRICATION 8„ 318 STEEL NOM. V-2" UPPER BEAM ABOVE, PLATE, I ° a Sheet Title: GALVANIZED NOTED TO SHOW DIRECTLY ORIENTATION OF BASE I SITE DETAILS - UNDERNEATH WOOD PLATES a a a CONCRETE PIER FENCING POST, USE STANDOFF ` a CONNECTOR SIMPSON _ - COLUMN BASE SET IN CPS OR EQUAL I 'i 1 ao 1 O2 3/4 DIAMETER / z CONCRETE PIER a HILTI HY-200 z -- - - -- - - - -- a ® � � a ANCHOR BOLTS, 12" /k> M a EMBEDMENT -e Date: 07 February, 2025 WOOD POST #4 STEEL BAR Project No: 1023 REINFORCEMENT, TYP. 11__ ) d Dwg By: RS Nurnber - C78 UNDISTURBED 6" 1'-0" 1'-0" 6" SECTION_e y� y Check By: GWL SUBGRADE :TE FOOTING - 3'-0" T. x 4FT. DEEP SP-7.07 PLAN �(________-,,LFENCE POST ATTACHMENT @GRADE 3/4" = 1'-0" 3" = 1'-0" Pg No: ["9iW11►� 4'-0" MIN. - 6'-0" MAX. q- CL CI C\/ATIA<►1 5 PLAYGROUND WOOD POLE ROPE FENCE 11" CEDAR WOOD PICKET FENCE ROPE TO POST ATTACHMENT 6" ROBINA LINE POST, 48" HEIGHT NET TO ROPE ATTACHMENT #3 COMPACTED AGGREGATE CONCRETE FOOTINGS FOR GATE POSTS ONLY 1" DIAMETER MANILA ROPE 1/2" LASHING TWINE WOVEN BETWEEN MESH AND WRAPPED AROUND ROPE 2" SQUARE MESH NETTING WOVEN WITH LASHING TWINE NET TO ROPE ATTACHMENT [old iI f 16J11 VI\VVI\Y ♦71 LJL 1-1/2" = V-0" 36" - 2" SQUARE MESH NETTING, CONTINUOUS, STAPLED TO BACK OF POST 1" DIAMETER MANILLA ROPE WRAPPED 2x PER ROPE ATTACHMENT NET TO ROPE ATTACHMENT 2" DIAMETER CORE DRILLED HOLE TO CATCH ROPE 1/2" CROWN GALVANIZED STAPLE, 1.5" LEGS, 2 PER WRAP ROPE TO POST ATTACHMENT 1X6 NOM. WHITE CEDAR FACIA BOARD, TYP. 1X4 NOM. WHITE CEDAR PICKET - NAILED TO WHITE CEDAR FACIA BOARD, TYP. 4 X 4 NOM. WHITE CEDAR POST - SET IN CONCRETE FOOTING AND NAILED TO WHITE CEDAR FACIA BOARD, TYP. FINISH GRADE VARIES, REFER TO MATERIALS PLAN 3/4" AGGREGATE QC/+TIAAI 1-1/2" = 1'-0" 1' = 1'-0" 0 6" MIN. - Tf 8" MAX GAP DIA. PLAYGROUND GATE r---- TAPERS 211 6" MIN. - GA 8" MAX DIA. ROPE TO POST ATTACHMENT NET TO ROPE ATTACHMENT PLAYGROUND WOOD POLE ROPEFENCE 1X4 NOM. PICKET, TYP. 2X3 NOM. HORIZONTAL BRACE, TYP. 2X3 NOM. CROSS BRACE, TYP. GATE LATCH 1-1/2" = 1'-0" r,Lsoiutiorl 0 fete/... Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, LOTH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725,6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: SITE DETAILS - FENCING II Date: 07 February, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-7.08 Pg No: a N M NOTES: 1. ALL ANGLES, ARCS, AND RADII SHALL BE MECHANICALLY BENT. 2. ALL WELDS TO BE PAINTED TO MATCH PAINTED EDGING. 1'-0" __..__.7.7777k r PLAN ELEVATION N( T.S.) 1 1/2" TYP. MAN �. M3i 11 N LO 1/2" 2'-6" O.C. TYP. SECTION STEEL EDGING 8" LAP JOINT SLOTS -PUNCHED OUT HOT ROLLED STEEL PLATE %4" THICK AL STAKES 1 1/2" = 1'-0" NOTE: 1. GRANITE COBBLE BLOCK EDGE ALONG FULL DEPTH ASPHALT PAVEMENT TO BE SET W/ 1/2" OPEN JOINTS. MORTAR TO BE FLUSH WITH ADJACENT CONCRETE PAVEMENT. PITCH TO PLANTING BED 2. REFER TO MATERIALS PLAN FOR NOTCHED CURB LOCATIONS 3. TOP OF PAVEMENT SHALL BE FLUSH WITH BOTTOM OF NOTCH TO ALLOW POSITIVE DRAINAGE, 4. GRANITE CURB: 11" X 8" X 4" 5. GRANITE BLOCK COLOR: REFER TO SPECS FULL DEPTH ASPHALT, REFER TO CIVIL DWG STONE PAVEMENT ON CONCRETE BASE GRANITE BLOCK L-BRACKET DOWELED IN -PLACE 1/2" MORTAR SETTING BED CONCRETE CRADLE D ° D p 3/4" AGGREGATE BASE COURSE Oa aoaoo C � COMPACTED SUBBASE ---- --- ---- --- i rr. SECTION ELEVATION FLUSH GRANITE CURB NOTE: 1. GRANITE COBBLE BLOCK EDGE ALONG FULL DEPTH ASPHALT PAVEMENT TO BE SET W/ 1/2" OPEN JOINTS. MORTAR TO BE FLUSH WITH ADJACENT CONCRETE PAVEMENT. PITCH TO PLANTING BED 2. REFER TO MATERIALS PLAN FOR NOTCHED CURB LOCATIONS 3. TOP OF PAVEMENT SHALL BE FLUSH WITH BOTTOM OF NOTCH TO ALLOW POSITIVE DRAINAGE. 4. GRANITE CURB: 11" X 8' X 4" 5. GRANITE BLOCK COLOR: REFER TO SPECS STONE PAVEMENT ON 10 CONCRETE BASE L-601 FULL DEPTH ASPHALT, ALIGN REFER TO CIVIL DWG a d- X O ti O ��C 0 Da�� -- 411 4" - - - TYP. SECTION @ STONE PAVEMENT SECTION @ PLANTING RAISED GRANITE CURB GRANITE BLOCK, TYP. ADJACENT FINISHED CONDITION VARIES 1/2" MORTAR SETTING BED CONCRETE CRADLE 3/4" AGGREGATE BASE COURSE COMPACTED SUBBASE EXPOSED AGGREGATE CONCRETE NOTCH a 2-PERSON BOULDER r, _+ b 3-PERSON BOULDER REFER TO MATERIALS PLAN FOR BOULDER SIZE 1 BOULDER SCHEDULE 8" TYP. FIFE 1 1/2" = V-0" NOTCH 2'-10" l I 8" TYP. 8" TYP. ------------------ ---------- L-606 HANDRAIL EMBEDMENT - j - BUILDING FACADE EXPOSED AGGREGATE � � 3" 4" CONCRETE / 1/4" X 5" PAINTED STEEL EDGING, SEE SPECS 11-011 15" STEEL LANDSCAPE SPIKE - o- COBBLE EDGE IN 8X6X4 li%_ 30" O.C. AND AT JOINTS ° —' ---- _ CV ADJACENT CONDITION CV- _,:;;.,:,_:: h VARIES, REFER TO MATERIAL ° - — — AND PLANTING PLAN CLEAN CRUSHED CONCRETE CRADLE _ M. _ = GRANITE, SEE SPECS a O 'O O — O O QUARRIED #4 _ _ / —III= FILTER FABRIC - O O TURN UP AT VERTICALS O O O O O O COMPACTED AGGREGATE GGR GATE COMPACTED SUBGRADE ISEb COBBLE (CURB Q GRAVEL EDGE 1 1/2" = V-0" NOTE: 1. NATURAL FACES WITH NO VISIBLE CUTS OR POLISH. 2. LANDSCAPE ARCHITECT SHALL APPROVE A REPRESENTATIVE ALIGNMENT AND PLACEMENT PRIOR TO INSTALLATION. VARIFS- SFF PI AN BOULDER TYPE AND SIZE, REFER TO MATERIALS PLAN ADJACENT LANDSCAPE VARIES, REFER TO MATERIALS PLANS NOTES: 1. ALL BOULDERS SHALL BE ONE THIRD 1/4 MIN. BELOW FINISH GRADE 2. LANDSCAPE ARCHITECT SHALL APPROVE BOULDER PLACEMENT AND ORIENTATION AT THE TIME OF INSTALLATION. ZW Co CO z o = co COMPACTED #57 AGGREGATE BASE COMPACTED SUBGRADE 1 BOULDER EDGING 1 of = 1'-0" TREETRUNK \/\\/x \` TREE WELL //\// NEW SOIL, REFER \\//\/ ;\`. TO SOILS PLAN W11 DRIP LINE AND EXTENT OF STONE AND GRAVEL SUBBASE �X !\ / ADJACENT � CONDITION �_ VARIES, REFER \\ \\ \- TO MATERIALS PLAN PLAN SECTION I III III n TREE WELL 1 BOULDER IN LANDSCAPE 1 if = 1'-0" Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION BOULDER TYPE AND SIZE 1600 SPRING VALLEY RD, REFER TO MATERIALS PLAN OSSINING, NY 10562 ADJACENT LANDSCAPE VARIES, Consultants: REFER TO MATERIALS PLAN Landscape Architects STARR WHITEHOUSE COMPACTED SUBGRADE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, 1" = 1'-0" HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NOTE: NEW YORK, NY 10004 • ALL GULLIES, EXPOSED ROOTS, AND SEVERELY ERODED AREAS TO BE FILLED WITH TOPSOIL OR CLEAN FILL AS DIRECTED BY T: 212.971.0936 THE ENGINEER PRIOR TO INSTALLATION OF CRIBBING: APPROXIMATELY 4" (±l" ACCEPTABLE FILL FOR PLANTING AREAS). • ALL SITE SALVAGED LUMBER CRIBBING TO BE LAID PARALLEL TO PROPOSED AND EXISTING GRADES. Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK NY 10018 VARIES, REER TO GRADING PLAN ig W Q Z CV SALVAGED TIMBER CRIBBING 1 Vl DRIP LINE STONE TREE WELL, DRY LAID J c� NEW SOIL ADJACENT w CONDITION VARIES, REFER TO MATERIALS PLAN J NOTE: ALL SLOPES ARE SHOWN AS VERTICAL -TO -HORIZONTAL DISTANCE (V:H). TRAIL CORRIDOR CLEARING WIDTH TRAI LWAY �— CATCHPOINT EXISTING GROUND SHOULDER WIDTH HOULDER WIDTH GRAVEL BACKSLOPE BASE COURSE SWALE TREAD MATERIAL STONE TRAILBED � HINGE POINT \ FILL SLOPE SUITABLE MATERIAL CATCH POINT PATH PROFILE ON SLOPE 3/4" = 1'-0" 11 T: 212.596.4690 Acoustic Consulting SM&W — 1" MIN. EMBEDMENT 275 MADISON AVE, 14TH FLOOR — SITE SALVAGED NEW YORK, NY 10016 LUMBER CRIBBING, TYP. T: 212.725.6800 � PROPOSED GRADE / — EXISTING GRADE Date Issue 12/20/24 100% CD SUBMISSION li 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP — #4 REBAR 3-0 O.C. (TYP) ' REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW 3/4" = 1'-0" Seal and Signature: C7 G�) z W , e� Sheet Title: z SITE DETAILS - UJ CURBS, EDGING AND EROSION CONTROL Date: 07 February, 2025 Project No:1023 EXISTING GROUND Dwg By: IRS Check By: GWL SP-7.09 1 1/2" = V-0" -0" ICJ l 3/4" = 1'-0" Pg No: NOTE: • CLEAR ALL SALVAGED SITE RECLAIMED STONES OF ALL MORTAR AND DERBIES PRIOR TO INSTALLATION. • CONFIRM EXISTING ATTACHMENTS AND INSTALL PER EXISTING FRAMEWORK 0 2'-6" PLAN STONE WALL @ ENTRY D r z NATURAL STONE WALL RECLAIMED NATURAL STONE FACE WALL, BELOW SLOPED DIRECTION ON STONE PILLAR CAP RECLAIMED GRANITE STONE PILLAR CAP WITH BALL PINNED TO C.I.P. CONCRETE RECLAIMED NATURAL STONE FACE MORTAR SETTING, 1/2" MIN. -1" MAX. C.I.P. CONCRETE EPDXY COATED REBAR @12" O.C. ADJACENT CONDITION VARIES, REFER TO MATERIALS PLAN LOWERMOST STONE BURIED BELOW GRADE CONCRETE FOOTING QUARRIED #4 COMPACTED AGGREGATE COMPACTED SUBGRADE 1 " = 1'-0" NOTE: HYDROSEED SURFACE OF THE COMPACTED FOUNDATION MATERIAL. a w UJw = J 0 ui ZQ� 6w 0 SITE SALVAGED TIMBER EDGE AT PARKING LOTS REPAIR OR REPLACE SURFACE IN KIND OR AS SPECIFIED IN THE CONTRACT DOCUMENTS GALVANIZED STEEL POLE 3REAKAWAY TRANSFORMER BASE BASE PLATE, J-BOLTS AND CONCRETE FOOTING PER STRUCTURAL REVIEW FROM MANUFACTURER REBAR NUMBER AND SIZE OF CONDUIT AS SPECIFIED IN THE CONTRACT DOCUMENTS GROUNDWIRE GROUNDING ROD PER CODE 3'-0" PEDESTRIAN CROSSING SIGNAL FOUNDATION ADJACENT CONDITION VARIES, REFER TO MATERIALS PLAN SALVAGED TIMBER LOG, EMBEDDED IN COMPACTED AGGREGATE 4"-6" DIA. CEDAR POST, 24"-26" LENGTH CRUSHED STONE PAVEMENT (VEHICULAR) REBAR TO STAKE TIMBER LOG IN PLACE COMPACTED 3/4" AGGREGATE UNDISTURBED SUBGRADE z N fV PLAN SECTION Cr C Cy 1 " = 1'-0" 6'MIN - 10'MAX. NOTE: PRODUCT: HOF EQUIPMENT COMPANY - BOL-OR-40-BK-SM CHAIN: YELLOW 71 /4" CAST STEEL, BLACK POWDER COAT FINISH BOX FOR CHAIN WELDED TO BOLLARD ORNAMENTAL STEEL BOLLARD - SETSCREW SURFACE MOUNTED TO CONCRETE PIER EXISTING SUBGRADE BOLLARD - STEEL WI I H (;RAIN AND CHAIN BOX 6-0" MIN.-10'-0" MAX. 3'-0" MIN. i, V-6" MIN. 3'-0" 1'-6" MIN. i 1= I I=1 11= I I=1 1= ;I 111 111f II,;,Ifl,;,I 3'-0" MIN. z_ co00 Z 00 2 ,0 zm W NOTE 1. BOLLARD COVER SEE SPEC. 0 M INTERNAL LIFTING PIN 6" SCHEDULE 40 STEEL BOLLARD PIPE CONCRETE IN BOLLARD TUBE (2) PRE-CUT #6 VERTICAL REBAR TOP OF GUSSET AT TOP OF CONCRETE - CONCRETE FOOTING REFER TO STRUCTURAL DWGS �IIII�III�� o I—IIII II - o ° —I I_ EXISTING SUBGRADE -1 1= I ° °— fi=1 . N ° I I = --11 I— I D o D ° .p - -___ —1 1 —71 - -1-1 MASONRY BLOCKS OR CHAIRS TO ELEVATE BOLLARD STEEL OFF SUBGRADE BOLLARD - STEEL REMOVABLE 1 If= 1'-0" 4 1 if = 1'-0" NOTES: 1. ALL SIGNS SHALL BE THERMALLY STABILIZED REFLECTIVE ALUMINUM ALLOY, ENGINEER GRADE, 0.080" IN THICKNESS 2. WHERE DRIVERAIL IS SPECIFIED, HOLES FOR SIGN SHALL BE PRE -DRILLED IN THE FACTORY AND CORRESPOND TO HOLE POSITION ON DRIVE RAIL. 3. CONTRACTOR SHALL SUBMIT SIGN AND MOUNTING DETAILS FOR APPROVAL. 4. SIGN SHALL BE MOUNTED ON DRIVERAIL, FENCE, OR WALL AS SHOWN ON THE DRAWINGS. FASTENERS AND HARDWARE SHALL BE PER SPECIFICATION OR AS SHOWN ON CONTRACT DRAWING. 0 PARKING ACCESS AISLE 0 0 ACCESS AISLE ii SIGN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o t 0 E 0 0 0 0 0 0 0 0 0 0 0 0 a 0 ao 14� WASH 0 1/4=d 0 0 1'-0" TYP. VARIES W W_ ZQ -> ■ E V 1'-0" RESERVED PARKING ® L c VAN ACCESSIBLE I► V-6" PKING EV RESERVED PARKING PARKING SIGN CHARGING VAN ACCESSIBLE STATION SIGN LANGUAGE AND SIGN TYPE TO BE CONFIRMED. BOLT TO STEEL DRIVERAIL WITH 3/8" CADMIUM BOLTS, NUTS & WASHERS STEEL DRIVERAIL, PAINTED BLACK BREAKWAY U-CHANNEL GROUND POST ADJACEMENT SURFACE VARIES, CHIPSEAL SHOWN CONCRETE FOOTING NON -SHRINK GROUT CEMENT 1'-0" 1'-0" J AUTHORIZED BUS PARKING VEHICLES ONLY ONLY t�'_r Dt� Resolution Numb -- Date 13 2 4-1 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: SITE DETAILS - PARKING LOT AND PEDESTRIAN CROSSING Date: 07 February, 2025 Project No:1023 Dwg By: RS Check By: GWL SP-7.1 0 1 if = 1'-0" 1 " = 1'-0" Pg No: XX OF XXX Project: NOTES: Teatown Lake Reservation 1. FINISH OF SEATING SURFACE TO BE SMOOTH AND FREE OF SILVERS AND SPLINTER FREE 1600 SPRING VALLEY RD, 2. ROUND OR BEVEL EDGES AS SHOWN, NO SHARP EDGES OR PROTRUDING KNOTS OSSINING, NY, 10562 3. FINISH INSIDE EDGE 4.OUTSIDE EDGE TO BE LIVE EDGE Architect: NOTES: 1. FINISH OF SEATING SURFACE TO BE SMOOTH AND FREE OF SILVERS AND SPLINTER FREE \ ' 68 Jay #317 2. ROUND OR BEVEL EDGES AS SHOWN, NO SHARP EDGES OR PROTRUDING KNOTS \ Brooklyn, NY 11201 3. FINISH INSIDE EDGE ` T: 718.260.0845 4.OUTSIDE EDGE TO BE LIVE EDGE Owner: 1/2" LIVE EDGE FINISH TEATOWN LAKE RESERVATION OUTSIDE SURFACE 1600 SPRING VALLEY RD, OSSINING, NY 10562 BEVELED EDGE ` i � Consultants: 1/2" LIVE EDGE FINISH �; \ Landscape Architects OUTSIDE SURFACE \ STARR WHITEHOUSE ,—� � \ ; SANDED AND FINISHED _ NOTES 1. LANDSCAPE ARCHITECT TO REVIEW PLACEMENT OF BLOCKS PRIOR TO FINAL INSTALLATION 80 BROAD ST, SUITE 1700 O° \ SANDED AND ao INSIDE SURFACE 2. SHOP DRAWINGS TO BE PROVIDED FOR ALL STONE ELEMENTS NEW YORK, NY 10004 FINISHED INSIDE \ I ` ` 3. NO SHARP EDGES OR PROTRUSIONS WILL BE ACCEPTED T: 212.487.3272 ; \ ` SURFACE � ; `` � \ i I \ \\ 41-�� 6 �-�� 6 0 Civil Engineer 5 -10„ BEVELED EDGE, BEVELED EDGE DTS PROVIDENT TYP. 5'-10" ONE NORTH BROADWAYWHITE PLAINS, NY 10601 PLAN ISOMETRIC PLAN ISOMETRIC T: 914.428.0010 ao Structural Engineer 14" 16" MIN. - N SILMAN MIN. 18" MAX. 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 SITE SALVAGED LUMBER T: 212.620.7970 16"-18" LIVE EDGE FINISH PLAN OUTSIDE SURFACE MEP Engineer SITE SALVAGED LUMBER SANDED AND FINISHED 22" - 28" ALL TOP EDGES TO BE EASED OLA 50 BROADWAY, " SANDED AND FINISHED ' \ INSIDE SURFACE 106810 MATCH THE TOP SURFACE 3'-10� 681° ONONDAGA LIMESTONE BLOCK BENCH. T 914.919.3102 Y 10532 INSIDE SURFACE PITCH, � � � � � .., PITCH, SAWN BOTTOM TWO LONG LIVE EDGE FINISH 0 G SIDES SPLIT I� I OUTSIDE SURFACE FACE, TOP SAWN WITH BURNED AND Lighting Designer BOTTOM OF BENCH IS NOTCHED BOTTOM OF BENCH IS NOTCHED BRUSHED FINISH. REF DETAILS ABOVE LUMENCD g TO FIT THE LOG SUPPORT ao TO FIT THE LOG SUPPORT — — FOR SHORT SIDE CONDITIONS 108 EAST 16TH ST, 6TH FLOOR Ii ili WOODEN LOG SUPPORT ii ii WOODEN LOG SUPPORT + 10 STONE PAVEMENT ON NEW YORK NY 10003 L- 0 CONCRETE BASE \ \ COMPACTED 3/4" AGGREGATE �� �� \ \ COMPACTED 3/4" AGGREGATE T: 718.614.4502 > - moo=\yo ay\ y y\�yy o o ���� �v�Qv�\=\�=�o=�\=\_\\t��_�j�>o NO.6 REBAR TO STAKE / o o \.\\Vo - V�V \= �J�y \ l �y \ o NO.6 REBAR TO STAKE v �' "� �.<' -�.�' � _/ -"�/ `-'�\ �\ Cost Estimator TIMBER LOG IN PLACE C% �� C �L%��C?�C-,"� C% �_. TIMBER LOG IN PLACE 0 ELLANA - UNDISTURBED SUBGRADE — -- — _= = — __ — — UNDISTURBED— I— _—__--_ .,' 1=I = 1 = — 1 I I III = — — _—_ 1-0 TYP. --—III-VARIES ==III —I — 1-0 TYP. = = - II I ELEVATION III —III—IIII Vertical Transportation ELEV TION Ir SECTION III LERCH BATES SECTION ELEVATION 1430 BROADWAY, SUITE 908 NWYORK, NY SALVAGED TIMBER BACKLESS LOG BENCH SALVAGED TIMBER BACKED LOG BENCH STONE BLOCK BENCH TE212. 964690 10018 1"-1'0" 3 NOTE: 2,-41/2„ Acoustic Consulting REFER TO MATERIALS PLAN FOR LOCATIONS OF BACKLESS BENCHES AND BACKED BENCH WITH ARMREST. SM&W275 MADISON AVE, 14TH FLOOR 11, NEW YORK, NY 10016 5 -11 1 / T: 212.725.6800 NOTE: 2"X4" NOM. WOOD SLAT REFER TO MATERIALS PLAN FOR LOCATIONS OF BACKLESS BENCHES AND BACKED BENCH WITH ARMREST. BENCH TOPPER (SEE SPECS) d- Date Issue co /" 5'-11" 1/" 1-5/16"TUBULAR 12/20/24 100% CD SUBMISSION 2"X4" NOM. WOOD SLAT GRANITE BLOCK BENCH BASE STEEL TOP RING 02/07/25 100% CD BID SET BENCH TOPPER (SEE SPECS) 05/23/25 100% CD Rev 1 IFC �* PLAN V-7 3/4" PLAN 10/07/25 ISSUED FOR DEP 4'-11" REVIEW GRANITE BLOCK BENCH BASE 12/12/25 ISSUED FOR DEP --T---------------r T---�-�-----------T T--------------T---® 5X 1 1/4" S.STL. BTN SKT HD REVIEW LAG SCR 03/11/26 FINAL ISSUE FOR DEP -- 3/8" X 1" S.STL. BTN SKT HDCAP -'' 2'-4 1/2" REVIEW PLAN 2"X4" NOM. WOOD SLAT 1'-7 1/4" � � I I � I �� � I �' � BENCH TOPPER (SEE SPECS) SCR W/ BRONZE SLEEVE - + - 5/16" X 1 1/4" S.STL.BTN SKT HD 3/8" THICK STEEL PLATE 04 -- LAG SCR N -- -- -- -- -- _ N 1/2' X 6" STEEL BAR N c_ 3/8" THICK STAINLESS PLATE z z z U? co c� C7 Q Q GRANITE BLOCK BENCH BASE Q 9/16" DIA HOLE T ADJACENT PAVEMENT VARIES, M GRANITE BLOCK BENCH BASE VICTORY STANLEY o REFER TO MATERIALS PLAN ES-342 POWDER COAT, ------------------------------- F.G. ``' SEE SPEC FOR COLOR ------------------------------------ F.G. F.G. ------ c, p o p 1 MORTAR SETTING BED, TYP. Xo �� ° \ 1 MORTAR SETTING BED, TYP. t X X Xo0X X X X X _X_X, \X-zrX��X XQ _� N CONCRETE FOOTING o D CONCRETE FOOTING a ° W/ WIRE MESH REINFORCEMENT W/ WIRE MESH REINFORCEMENT dv \ oa oa oa as \ \ \ o o = o COMPACTED #57 AGGREGATE BASE g D� 0� __ o c� o� � \\O\\o\\ _ — - :I __. �\o �\ _ _ COMPACTED #57 AGGREGATE BASE ----- _ = ADJACEMENT SURFACE VARIES, \ COMPACTED SUBGRADE — COMPACTED SUBGRADE — REFER TO MATERIALS PLAN ' EQUAL TO BENCH LENGTH EQUAL TO EQUAL TO BENCH LENGTH EQUAL TO 2'-01/4" BENCH WIDTH ELEVATION BENCH WIDTH ELEVATION SECTION SECTION SECTION \ STONE BLOCK BACKLESS BENCH WITH WOOD TOPPER \�\ STONE BLOCK BACKED BENCH WITH WOODEN TOPPER \G\ MOVEABLE TRASH AND RECYCLING 1 " = 1'-011 v J 1 " = 1'-0" Seal and Signature: NOTE L5 1/2" V-81/4" 7'-11" 4w INSTALLATION TO BE COMPLETED IN ACCORDANCEAll WITH MANUFACTURER'S SPECIFICATION. WOOD SLATS o'� rayq'"'� Sheet Title: MOUNTED TO ARMREST CONCRETE PIER FOOTREST SITE DETAILS - ' CONCRETE PIER SITE FURNISHING 5„ 1/2" x 3 3/4 o STAINLESS STEEL i I I TYP. TREADED NUT WITHcn 91/4" WASHER AND BOLT �I ^^;� Oo° L-603 BOARDWALK - TYP. _ Date: 07 February, 2025 3" 3-81 /2" 3' Project No: 1023 -81/2" 3" Dwg By: RS ° -- \ V-61 /4" -- Check By: GWL SECTION I I I I - BENCH ONCONCRETE (SLAB SECTION - BENCH ON BOARDWALK ELEVATION —- -� _ SP-7.11 BENCH WITH ARM AND BACKREST Pg No: Project: VARIES NOTES Teatown Lake Reservation V.I.F. REFER TO APPENDIX H FOR TREE SPECIES. 2-INCH MIN CALIPER OR 6-I" OOT MIN HEIGHT EXISTING LOCATION OF NOTES 1600 SPRING VALLEY RD, (4) 2" X 4" X 8'4" POSTS 1) REFERENCE STAKING AND TREE FOR NEW TREE PLANTINGS ROOT OSSINING NY 10562 z 4-INCH MIN CALIPER OR 6-FOOT MIN HEIGHT , PROTECTION AS PER DETAIL 5/L-613 FOR EXIS-nNG TREES UNDERMINE ROOT AS 1.) AIR -TILLING OF THE CRITICAL ROOT ZONE METHOD SHOULD BE 9 3'-0" MIN DRIPLINE DIRECTED BY CERTIFIED USED FOR DECOMPACTION. Architect: M (TYP) ARBORIST USING OO EXISTING TREE PNEUMATIC EXCAVATION 2.) SUBBASE AND GEOTEXTILE FABRIC NOT REQUIRED. THE STONE 68 Jay #317 PIN ROOT DOWN TO SCREENING SHALL BE HAND TAMPED ONLY. Brooklyn, NY 11201 3'-011 MIN. TREE GUARD _ _ DEPTH AS DIRECTED BY T: 718.260.0845 2 X 411 X 8 STAKES - CERTIFIED ARBORIST. PNEUMATIC (AIR -SPADE) EXCAVATION NOTES Owner: LOCATE AT CORNERS WRAP REBAR WITH TEATOWN LAKE RESERVATION FOAM PIPE INSULATION 1.) PNEUMATIC EXCAVATION SHALL BE PERFORMED WITHIN TREES OUTSIDE TREE DRIPLINE CRITICAL ROOT AREAS TO REDUCE AND MITIGATE DAMAGE TO THESE 1600 SPRING VALLEY RD, PLAN - HARDWOOD MULCH CONTRIBUTING WITH ROOT ROOTS. PNEUMATIC EXCAVATION SHALL BE DONE WHEN ORDERED OSSINING, NY 10562 �" MIN SHREDDED WHERE WHERE IN CONTACT (8) 2" X 4" (LENGTH VARIES) IMPERVIOUS _ HIGH DENSITY POLYETHYLENE FINISHED AREA 00 PINNED LOCATION BY THE CONSTRUCTION MANAGER. PNEUMATIC EXCAVATION MAY BE MESH. SECURE TO TREE, GRADE LAWN OF ROOT USED TO PERFORM TRENCHING FOR CONDUIT AND INSTALLATION OF Consultants: WOOD CONNECTIONS SHALL-I-I-LL LLLLLGUARD OUTER SURFACE WITH - ' --- --- --- ° - - --- °--- -' `"�'"' UTILITIES, AS AN INVESTIGATIVE TOOL TO DETERMINE THE LOCATION Landscape Architects - __ .. - L L LLLLLLLLLLL STARRWHITEHOUSE BE 2" GALVANIZED OR SS DECK LLLLLLLLLLLLL LL LLLLLL L L LLLLLLLLLLL GALV WIRE OR STAPLES. 1/2" DIA. REBAR OF TREE ROOTS PRIOR TO ROOT PRUNING, AND TO IMPROVE SOIL 11 LLLLLLLLLLLL LL LLLLLL L L LLLLLLLLLL FILTER MEDIA' L L L SCREWS MIN 2 OC �� L L L L L L L L L L L L L L L L L L L L COLOR TO BE BRIGHT ORANGE. MIN DEPTH OR BENT TO U-SHAPE CONDITIONS AT THE RECOMMENDATION OF THE CONSULTING 80 BROAD ST, SUITE 1700 LLL LL „ „ 6 -0 LLLLLLLLLLLL LL LLLLLL ROOT BALL. ARBORIST AND CONSTRUCTION MANAGER. THE CONSULTING NEW YORK, NY 10004 L L 2 X 4 WOOD POST AND RAIL L L L L L L L L L L L L L DEPTH, ARBORIST MUST BE PRESENT AND DIRECTLY SUPERVISE ALL T: 212.487.3272 (2) 2" X4" CROSS BRACES LLLLLLLLLLLL LL LLLLLL L L LLLLLLLLLLL ORIGINAL GRADE WHICHEVER IS LLLL L LL GREATER AIR -SPADING OPERATIONS. L LLLL L LL HIGH DENSITY POLYETHYLENE MESH. Civil Engineer LLLL LL COLOR TO BE BRIGHT ORANGE. �� 2.) APPROVED SUBSOIL MATERIAL SHALL BE USED AS BACKFILL UP DTS PROVIDENT to L L L —�� SECURE TO TREE GUARD OUTER 2 -Q FINISHED GRADE 5' MIN BELOW FINISHED SUBBASE. SUBSOIL MATERIAL MAY CONSIST OF ONE NORTH BROADWAY LI SURFACE WITH GALV WIRE OR STAPLES. 101-0" MAX (TYP) SUITABLE EXCAVATED MATERIAL THAT IF FREE OF VEGETATIVE OR WHITE PLAINS, NY 10601 KL LLLLLLLLLLLL FINISHED GRADE 10" MAX FOR NEW TREE PLANTINGS NON -DECOMPOSED ORGANIC MATERIAL (I.E. STICKS AND BRANCHES). T: 914.428.0010 20' MAX TO CANOPY FOR EXISTING TREES 3.) DURING THE PERIOD OF OF BACKFILLING THE SUBSOIL THE 9 o Structural Engineer N0. 4 REBAR, OPPOSITE CORNERS. N0. 4 REBAR, EVERY SECOND POST. SHEET FLOW FROM EXCAVATED AREAS SHALL BE THOROUGHLY WATERED. WATERING SILMAN SECURE WITH GALVANIZED SECURE WITH GALVANIZED ASPHALT PAVEMENT OR SHALL OCCUR IN QUANTITY TO THOROUGHLY SATURATE THE ENTIRE 32 OLD SLIP, 10TH FLOOR WIRE AS DIRECTED. WIRE AS DIRECTED. EMBED THROUGH CURB DROP NEW YORK, NY 10005 SECTION MIN. 2'-0" INTO GROUND. PROFILE VIEW BACKFILL VOLUME. PNEUMATIC EXCAVATION OPERATIONS MAY NOT BEGIN UNTIL THERE IS ADEQUATE WATER AVAILABLE AT THE WORK T: 212.620.7970 Figure 5.35 Tree Planting (RR-3) LOCATION. PAYMENT FOR WATERING SHALL BE INCLUDED IN THE PRICE OF PNEUMATIC EXCAVATION. MEP Engineer OLA 50 BROADWAY, TREE PROTECTION GUARD - CONSTRUCTION TREE PROTECTION FOR GROVES - CONSTRUCTION TREE PLANTING - 2 IN. MIN CALIPER OR 6-FT MIN. TREES SPECIES TREE ROOT PINNING HA�W4TH�O�R3E02NY10532 1 1 /4" = 1'-0" 2 1 /4" = 1'-0" 11 _ , 11 4 1 /2" = 1'-0" 3 3/8 - 1 -0 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR BLACK REINFORCED NEW YORK, NY 10003 RUBBER HOSE @ TREE T: 718.614.4502 LEADER, 3 PER TREE MULTI -STEM TREE - SELECT TWO Cost Estimator MAIN STEMS FOR STAKING ELLANA 32 BROADWAY, 8TH FLOOR GUYING DETAIL POLYPROPYLENE 3/4" WEBBING NEW YORK, NY 10004 � � T:212.971.0936 Vertical Transportation 2" DIA. x 8' CEDAR STAKE POLYPROPYLENE 3/4" LERCH BATES 3'-0" 2 OPPOSITE TO EXTEND �� WEBBING 1430 BROADWAY, SUITE 908 POLYPROPYLENE 3/4" WEBBING INTO UNDISTURBED SUBGRADE NEW YORK, NY 10018 2" DIA. x 8' CEDAR STAKE BOTTOM OF TRUNK 3" SHREDDED HARDWOOD 4 T: 212.596.4690 2 OPPOSITE TO EXTEND FLARE SHALL BE SET 3" DIA. X 8' CEDAR STAKE, INTO UNDISTURBED SUBGRADE EXISTING GRADE 2" ABOVE FINISH BARK MULCH 14 TYP OF 2 EXTEND INTO Acoustic Consulting \ GRADE TREE SAUCER: FORM A UNDISTURBED SUBGRADE SM&W L-613 DEER PROTECTION FENCE \ CIRCULAR RIDGE OF SOIL AT THE \ TREE SAUCER: FORMA 275 MADISON AVE, 14TH FLOOR \ 3" SITE -GENERATED EDGE OF THE ROOT ZONE CIRCULAR RIDGE OF SOIL AT NEW YORK, NY 10016 I L_ BOTTOM OF TRUNK _ THE EDGE OF THE ROOT LL-FLARE SHALL BE SET 2" ARBORIST WOOD CHIPS UNTIE ALL CORDS BINDINGILIL ZONE T: 212.725.6800 LL- ABOVE FINISH GRADE \ BURLAP TO TRUNK & FOLD \ LL \ LL TOPSOIL, SEE NOTE DOWN 1/3 OF ROOTBALL; 3" SHREDDED HARDWOOD 9 1 LL : SACUER: FORM A CIRCULAR \ LL= 2 THIS SHEET REMOVE ALL PLASTIC BURLAP \ BARK MULCH. DO NOT BURY Date Issue LL RIDGE OF SOIL AT THE EDGE L SAUCER J .' 1\ " TREE ROOT FLARE M 11 PROPOSED GRADE - LL _w ,.:' ,..,..,::-; '.' o \ & CORDS FROM PLANTING PIT LL LL OF THE ROOT ZONE, 4 DP. SEE GRADING PLAN \ LLJ_ Q \//\//\//\ //j/\// \ 12/20/24 100% CD SUBMISSION LL OF .. ro;. a. •y LL 11 - I I \ a.. _ I _ /\\/\/\/ /\/\/\ TOPSOIL, SEE NOTE 2 :Y LL _ / 3 SHREDDED BARK MULCH I I \//\\//\/ j j\ ` III1 N o 00 \\\\\\\\\\\\\// THIS SHEET ¢ "% /\\j\/ Y: /\/\\j\ A' 02/07/25 100% CD BID SET / _, W /.... / 'L \\//\\ \� \ . \ /\\/ —IIII /\\/\\ \/\\/\ = 11- z_ /// /// /// /// /// /j WELL COMPACTED CLEAN Z m / \\/\\/\\/\\/\\ /\\/\\/\\/ /\\ z o % \/\/ \ \ \\ \\ \ \\ \\ \\ _ \/\/\/\/\/ /\/\/\/ / PLANTING TOPSOIL 05/23/25 100% CD Rev 1 IFC FINISH GRADE J —III /\\/ \, // III - o //\//\//\ /// /// //\ HORTICULTURAL FILL MATERIAL _ a \//\//\//\//\/ //\//\// //\/\ \ \\\\\\ \\\\\\ \ Q I \ \ \ \ o WO \\\\\\\\\\ \\\\ \\\\ /\ /\/\/\ /\/\ \ \ m —III / / \ \ i i, i, i, i, i, i, i, \ o // // // // / // // / // // / 10/07/25 ISSUED FOR DEP 0 0- o / / / / / TOPSOIL, SEE NOTE 2 THIS SHEET \//\/ 11- o / // /// /��j��j��j��j��j��j��j \/ // N o rY 1 Wo \/ \/\\/\\/\ \\/\\\ - III —III =III III \\\ 1=III=` _ II /\i �������� /\/ I \\\\\\\\\\ \\\\\ N o /\ /\/\/\ UNDISTURBED SUBGRADE o — - \//\/// i�i\�i�i\�i�i�i� \ \ \\ \ COMPACTED SUBSOIL REVIEW \\ \\ �i��i��i��i��i��i��i - i _ // // i��ii�,��,��i��i��,i, _ WELL COMPACTED CLEAN I=1 11= I IIIIIIIII 1= — — o — I \/\/\ �������%�%���������� �� /\/\/ =1 ' \ —iii III = REVIEW 1 \\ HORTICULTURAL FILL MATERIAL THIRD STAKE FOR IIIIII—III— _— III=1 I =III 1 I — I 1=III= \ ROOT BALL i — =1 EX. SUBGRADE MAJOR TREES I = I II 1=, \ UNDISTURBED SUBGRADE 03/11/26 FINAL ISSUE FOR DEP —I I _ EXISTING SUBGRADE _ — =III=1 I I 3X ROOTBALL WIDTH IF IN EXISTING SOIL REVIEW ROOT BALL ROOT BALL EQ. EQ. EQ. 3X ROOTBALL WIDTH 3X ROOTBALL WIDTH 5 TREE PLANTING TREE PLANTING ON SLOPE % MULTISTEM TREE PLANTING EVERGREEN TREE PLANTING 1/2" = 1'-0" 5 1/2" = 1'-011 / 1/2" = 1'-011 8 1/2" = 1'-011 INSTALL MIN. 6" MULCH/ WOOD CHIPS UNDER VARIES -SEE PLANS MATTING, AS DIRECTED BY LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST. O N a 2" SHREDDED ROOT PRUNE ONLY UNDER DIRECTION ° ° BARK MULCH OF LANDSCAPE ARCHITECT OR TOPSOIL, SEE CERTIFIED ARBORIST PROTECTION MATS OR PLYWOOD TO NOTE 2 THIS SHEET PROTECT EXISTING TREE ROOTS WITH N§ , ANCHORING AS PER SPECIFICATIONS. o \/\\ \ \ Y \ \ \ \ \ Y- y \ \ � /\/\/\ ���.•/\/\/\/\/\/ �-��-�'. \/\/\ ORNAMENTAL GRASS PLANTING EXISTING SUBGRADE r- \\\\�=\\\\\\ �•\\// _ _ PIT TO BE EQUAL TO DEPTH OF ROOTBALL AND 2X WIDTH OF ROOTBALL; SCARIFY PIT EDGES 9 TREE PROTECTION MATS ORNAMENTAL PLANTING TUBELING GROVE, REFER TO Seal and Signature: 1/2" = 1'-0" 1 O 1/2" = 1'-0" PLANTING PLAN FOR SPECIES NOTES: HORIZONTAL RAILS r 1. PLANTS WITH NYLON BURLAP WILL NOT BE ACCEPTED ~ - I, UNLESS SPECIFIED IN THE PLANT SCHEDULE. ;�LLLLL'- " RE -USE 2 X 4 X 8 STAKES 8 0' k 6J,g LLLLL 2. ONCE PLANT IS IN POSITION, REMOVE ALL STRINGSLLLL� FROM TREE PROTECTION FOR ., W I„ ;;, AROUND BASE OF PLANT. __ _ —LLLLLLLLLLLLLLL GROVES, INSTALLED ' 3. NO MULCH TO BE LEFT IN CONTACT WITH PLANT STEM. = POST -CONSTRUCTION t, NO MULCH WITHIN 3,-''F o SACUER: FORM A CIRCULAR t3� rj ti VARIES - SEE PLANTING SCHEDULE OF PLANT STEM - '� NO.14 GAUGE WIRE FABRIC WITH 2" x 4" I LLLLLLLL RIDGE OF SOIL AT THE EDGE OPENINGS, UREA TE 1-FOOT DIAMETER CAGE L L L L L L L L L L OF THE ROOT ZONE, 4" DP. TREE SAUCER: FORM A AROUND TREE AND FASTEN To STAKE. 2 SITE -GENERATED Sheet Title: CIRCULAR RIDGE OF 6' HARDWOOD GUYING STAKE (2' INTOGROUND), ARBORIST WOOD CHIPS SITE DETAILS - TREE GUARD SOIL AT THE EDGE OF (1 STAKE PER TREE) THE ROOT ZONE SPACING VARIES NOTES: WOOD STAKES EMBEDDED PLANTING NO MULCH TO BE LEFT IN - INTO TOPSOIL, 2'-0" MIN. TUBELING SEE PLANTING - REFER PLANT SCHEDULE I'l ��i�l' I'��, I� i '' � i'�I o -'' CONTACT WITH PLANT STEM II 1 �, , ; \/\\/\\ \� /\\/\\ /\\/\\/\ PLAN FOR VARIETY. 3" SHREDDED AND PLANTING PLAN\/ TO 2" SHREDDED/ 2" SHREDDED BARK MULCH HARDWOOD BARK MULCH. DO NOT BURY BARK MULCH \, ° /\\ t' SHRUB ROOT FLARE TOPSOIL, SEE \\\/\\/\\/\\/\\/\ /\\/\\/\\/\\/\\/\ //\//\//\�i \/�//\//\'��, \/�//\//\ NOTE 2 TH IS SHEET / // // // // // // // // // // // // // // // // EXISTING SUBGRADE DIRECT BURY o x x FINISH GRADE, Notes: Date: 07 February, 2025 /\/\ /\/\ PLANTING TOPSOIL / / / / \/\/\/\/\/\/\/\ Project No: 1023 // // // // N //\//\//\//�� ,� �/ // // // //'�� // // // PLANTING BED 1. Height of cage shall be 4-feet (min.). �/j EXISTING SUBGRADE //j/j/j/j/j�/j�/j�/j�/j�/j�/j�/j�/j�/j�/j�/jam/jam/j�/j TOPSOIL, SEE /` / : / ` /' " 1 i / ; I / I 2. Cage shall be fastened to stake with two (min.) Dwg By: RS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\/\ \/\ \/ \/ /\/ /\ /\ /\ /\ / 11-inch releasable cable ties (one at to and one 6" min.) above the round. \ \ \ \ \ NOTE 2 THIS SHEET \ \ \ \ \ \ \ \ \ \ \ \ P ( g SPACING VARIES, — — — — — — - — — __ Check By: GWL _— — _ — 3. Do not damage tree during installation. SEE PLANTING PLAN _ 4. Substitutions must be approved by Forest Conservation Inspector. _ —_ 1 1 — — — — _ EX. SUBGRADE = i— III I— r —I I — --= I-1 I 1=1 I =) —III— 5. Cases to be removed at direction of Forest Conservation Inspector. Resolution f o Y Date SP-7.12 I _ TUBELING WITH DEER PROTECTION FENCE SHRUB PLANTING PLUG PLANTING DEER PROTECTION FENCE PLANTING PROTECTION GROVE " - ' " 1 /2" = 1'-011 1 1 /2" = 1'-0" 14 NTS 15 11 1 /2 - 1 -0 12 3 1/2" = 1'-0" Pg No: SOILS NOTES: 1. SEE GRADING PLAN AND SOILS PLAN FOR AREAS OF CUT, FILL AND SOIL WORK BY TYPE. 2. UTILIZATION OF DREDGE SOIL TO BE DETERMINED BASED ON TIMING OF INDEPENDENT DREDGE PROJECT. 3. REMOVE LOOSE ROCKS ABOVE 3" DIAMETER FROM EXISTING SOILS TO BE AMENDED TO A DEPTH OF 12". 4. SOIL PROFILES FOR STORMWATER INFILTRATION AREAS, REFER TO CIVIL DRAWINGS. 5. SOIL PROFILES FOR EDUCATION CENTER ROOF, REFER TO ARCH DRAWINGS. 6. TREE AND SHRUB PLANTINGS SHALL FOLLOW TOPSOIL DEPTHS AS INDICATED ON THE INDIVIDUAL PLANTING DETAILS WITH SIZE OF SOIL PLANTING PIT PROPORTIONAL TO THE ROOT BALL SIZE. SOIL PROFILE - LAWN SEED LAWN SANDY TOPSOIL HORTICULTURAL FILL ADD ALT: DREDGED SOIL EXISTING SUBGRADE 1 1 /2" = V-0" NOTE: NO TOP MULCH REQUIRED IN NEW OR AMENDED LAWN OR NATIVE MEADOW AREAS. SEE SOIL PLACEMENT PLANS AND PLANTING PLANS FOR NEW LAWN EXTENTS. SOIL PROFILE - NEW FULL DEPTH SITE -GENERATED ARBORIST WOODCHIPS, 2" FOR SHRUBS AND TREES, 1" FOR PERENNIALS PLANTING TOPSOIL HORTICULTURAL FILL ADD ALT: DREDGED SOIL SCARIFY, TYP. EXISTING SUBGRADE 1 1 /2" = 1'-0" NOTES: • NO TOP MULCH REQUIRED IN NEW OR AMENDED LAWN AREAS OR HYDROSEEDED AREAS.. • SEE SOIL PLACEMENT PLANS AND PLANTING PLANS FOR NEW LAWN EXTENTS. • AERATE AND DECOMPACT EXISTING SOIL AREAS DISTURBED BY CONSTRUCTION PRIOR TO PLACEMENT OF COMPOST AND NEW PLANTINGS 3 N r r SITE -GENERATED ARBORIST WOODCHIPS COMPOST INCORPORATED INTO EXISTING SOIL EXISTING TOPSOIL EXISTING SUBGRADE SOIL PROFILE - AMEND EXISTING SOIL 1 1 /2" = V-0" L� Cs 0 cc STABILIZED TURF TOPSOIL FOR SEEDED AND SODDED AREAS SUPPORT GRID FILLED WITH TOPSOIL 3/4" CLEAN CRUSHED AGGREGATE SEPERATION GEOTEXTILE FABRIC 1 1 /2" = V-0" �a �7D esolutlon Number _2,�5_- Date _. / LJ / 3 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614,4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: SITE DETAILS - SOIL PROFILES Date: 07 February, 2025 Project No: 1023 Dwg By: IRS Check By: GWL SP-7.13 Pg No: 'LOTTED BY: DTS PROVIDENT, LLP VERAS, HEKIBEKIO 1/.SU/2UZa 12:ZZ PM C: U26_YUKKIUWN ILA IU2,S SY-/.14 - SI'-/.16 NIL ULIAILJ HLI.UWU 1/4" X 1/2" SCORED JOINT WITH TOOLED EDGES EVERY 5 LINEAR FEET FOR 5' WIDE WALKWAYS OR EVERY 6 LINEAR FEET FOR 6' WIDE WALKWAYS OR AS SHOWN ON PLANS 4000 PSI CLASS A CONCRETE WITH NOTE: LIGHT BROOM FINISH. SLOPES AT INTERSECTIONS OF ACCESSIBLE ROUTES 6" X 6" - W2.0 X W2.0 WELDED WIRE SHALL NOT EXCEED 2% IN ANY DIRECTION. MESH (2" MIN. COVER) BEDDING COURSE JOINT DETAIL COMPACTED SUBGRADE N JOINT SEALANT N CV n • a a ad . v a © v a 12" p12' :. v v _ 1/2" JOINT IIIIII I I -III -III -III -III -III II I DOWEL BAR III -III -III -III -III -III -)III I III 1/2" EXPANSION _ JOINT III -III -III -III -I I -)III I -I 11 I I -I PAVEMENT OR STRUCTURE NOTE: UNDERDRAIN WHERE CONDITIONS OF EXPANSION JOINTS WITH JOINT SEALANT TO BE SPACED AT 20' O.C. FOR 5' GROUND WATER ARE OBSERVED AND/OR WIDE WALKWAYS AND 24' O.C. FOR 6' WIDE WALKWAYS PROVIDE 1/2" WHERE DIRECTED BY THE ENGINEER. TO EXPANSION JOINT WITH SEALANT BETWEEN CONCRETE WALKWAYS AND CONCRETE CURBS AND STRUCTURES BE CONNECTED TO THE STORM DRAIN SYSTEM CONCRETE PAVEMENT (SIDEWALK) SCALE: N.T.S. ROUGH SAWN 8"X8" TIMBER GUIDE POST MAXIMUM SPACING 6'-0" (SEE ELEVATION) C. TO C. POST TO BE SQUARE; SET PLUMB N GALVANIZED STEEL PLATE (1/4" x 9 1/2" x 26") COUNTER SINK 4" X 10" PRESSURE TREATED DOUGLAS FIR LO PLANK, PLANK LENGTHS TO BE EITHER 6' OR 12' SUBMIT SHOP DRAWINGS TO COUNTERSINK 5/8 " GALV. CARRIAGE SITE ENGINEER FOR APPROVAL BOLTS, NO SHARP EDGES PRIOR TO FABRICATION. w N N 12" - FROM FACE OF CURB/EDGE OF PAVEMENT/EDGE OF EMERGENCY ACCESS ROAD i \12 \MIN. ROUGH SAWN TIMBER POSTS TO BE DRY, WELL SEASONED, PRESSURE TREATED AND DRESSED ROUGH r SAWN DOUGLAS FIR, SOUTHERN PINE OR OTHER SPECIES SECTION HAVING A STRESS GRADE OF AT LEAST 10 MEGAPASCALS. ALL LUMBER SHALL CONFORM TO THE CLEAN WOOD PROPERTIES OF ASTM D2555 AND THE BENDING STRESS DRAINAGE COURSE SHALL NOT BE LESS THAN 4,000 P.S.I. COMPACTED SUBGRADE 4" 4" L L 6-0" O.C. AL- 2'-6" ELEVATION :;ua - -x r-! r.y ...,..,. ,,y,�:,ws!•aca!2v ,r•• , a..r.._ ..., ��a .. .... .+ t: u, _ GALVANIZED STEEL PLATE (1 /4" x 9 1/2" x 26") 1/8" GAP BETWEEN BOARDS (TYP.) WOOD BUMPER GUARD SCALE: N.T.S. 0 • • IIIIIIIIIIIIIIIIIIIIIIIIIIII ON Ia • • • _' SUB -BASE COURSE NYSDOT ITEM NO.304.11 COMPACTED SUBGRADE UNDERDRAIN WHERE SHOWN ON PLANS OR CONDITIONS OF GROUND WATER ARE OBSERVED AND OR WHERE DIRECTED BY THE ENGINEER. TO BE CONNECTED TO THE STORM DRAIN SYSTEM. COMPACTED ASPHALTIC CONCRETE TOP COURSE, NYSDOT ITEM NO.403.16 COMPACTED ASPHALTIC CONCRETE TOP COURSE, NYSDOT ITEM NO.403.12 tu�,a iiQ:91�1►d1►A NOTE: SLOPES AT INTERSECTIONS OF ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. ASPHALT PAVEMENT SCALE: N.T.S. DRAINAGE COURSE 4" PERF. PVC 5' MIN. @ CATCH BASIN (OR DRAIN TO DAYLIGHT 0 WHITE PAVED NOTE: CROSSWALK CROSS SLOPE OF THE CROSSWALK SHALL NOT EXCEED 2%. MARKERS EDGE OF PAVEMENT 2EO % MAX CROSS SLOPE VARIES 2' 2 PEDESTRIAN CROSSWALK - PAINTED SCALE: N.T.S. 0 TERMINATE WITH BOX BEAM END PIECE LENGTH OF PIECE SHALL BE CUT AT PAY LIMIT FOR TYPE I END ASSEMBLY____ _ TANGENT SECTION OR TRANSITION TO OTHER SYSTEMS -� BACK SLOPE WITHOUT EXCEEDING RAIL MOUNTING (SEE NOTE 4) POINT OF REDIRECTION POINT OF HEIGHT ALONG FLARED PORTION FOR TYPE I END ASSEMBLY DRIVEWAY REDIRECTION 2 POST ANCHOR BOX BEAM SHALL BE SHOP CURVED WALKWAY OR (SEE DETAIL "A") OR STRAIGHT AS DIRECTED BY THE EDGE OF TRAVELED WAY OTHER OPENING ENGINEER. PAYMENT SHALL BE UNDER cc THE APPROPRIATE ITEM o TANGENT TS G" X 6" X 3/r." SECTION GALVANIZED STEEL •' SHOULDER BREAK =tea �� BOX BEAM PLAN VIEW SHOULDER BREAK WHEN A TYPE 0 TERMINATION IS USED, PAYMENT WILL BE MADE AS GUIDE RAIL WITH THE INDICATED PAYMENT FACTORS N L=72' (SEE NOTE 7) 1 R=205.25' SHOP CURVING REQUIRED AND IN BOTHNBOTH POSTS.SIDESX OF BOX BOLT 1=200 05.93, FOR THESE SECTIONS TS 6" X 6" BOX BEAM PLAN VIEW 3'-0" WITH NUTS AND FLAT WASHERS PLAN VIEW PAYMENT SEE BOX BEAM END PIECE DETAILS __ FACTOR = 2 6'-O" I GROUND LINE (SHEET 2 OF 4) w TERMINATE WITH BOX BEAM END PIECE -H = I _ TANGENT SECTION OR TRANSITION TO OTHER SYSTEMS P TERMINAL POSTS IN ROCK: POINT OF REDIRECTION POINT OF REDIRECTION- i i I DRILL APPROPRIATE SIZE HOLE OR FOR TYPE I END ASSEMBLY FOR TYPE IIA SOIL PLATES HOLES. BACKFILL AND COMPACT DRIVEWAY, WALKWAY POST SPACING 6'-0" TYP. SHOULDER BREAK N OR OTHER OPENING (SEE NOTE 2) 'III REQUIRED IN SOIL GRANULAR MATERIAL AROUND POSTS OR DRIVE POST IN CACTED EDGE OF PAVEMENT I".. --I " POST MAY BE FIELD CUT MATERIAL, SOIL PLATES NOT REQUIRED. TYPE 0 END TERMINAL rrTq ELEVATION )SEE NOTE 1) ELEVATION TYPICAL TYPE I END ASSEMBLY TYPICAL TYPE IIA END ASSEMBLY GENERAL NOTES: (SEE NOTE 4) (SEE DETAILS ON SHEET 3 OF 4) 1. POST SPACING SHALL BE 6'-0" EXCEPT WHERE REDUCED POST SPACING IS INDICATED ON THE CONTRACT PLANS. POSTS ARE CONNECTED TO RAIL AT 6'-0" SPACING. WHEN 36" OR 24" REDUCED POST SPACING IS REQUIRED, PAYMENT FOR ADDITIONAL POSTS ASSOCIATED WITH REDUCED POST SPACING WILL BE MADE UNDER EITHER THE PAY ITEM FOR BACKUP POSTS FOR GUIDE RAIL OR THE PAYMENT FACTORS SPECIFIED IN CONTRACT DOCUMENTS. 2. THE LINE OF BOX BEAM GUIDE RAIL, WHEN COMPLETED, SHALL PRESENT A SMOOTH AND PLEASING GRADE LINE IN BOTH HORIZONTAL AND VERTICAL PLANES. BOX BEAM WITH RADIUS OF NUT WITH WASHER TS 6" X 6" 720'-0" OR LESS SHALL BE SHOP WORKED TO THE REQUIRED CURVATURE. PAYMENT FOR SUCH BOX BEAM CURVED LENGTHS SHALL BE MADE UNDER THE APPROPRIATE ITEM. 3. THE END MAY BE EXTENDED BY ONE 18'-0" STRAIGHT SECTION, PLACED BETWEEN THE CURVED SECTION AND THE END PIECE, TO MOVE THE END CLOSER TO THE EDGE OF THE CLEAR ZONE. PAYMENT SHALL BE MADE UNDER THE APPROPRIATE ITEM. /4' X 8" X 24" 3/a" BOLT 91/z" LONG 4. BACKUP MAY REMAIN IN PLACE. STEEL SOIL PLATE WITH WASHER 5. THE RAIL MOUNTING HEIGHT OF ALL GUIDE RAIL OR MEDIAN BARRIER PLACED BEHIND CURB (NOT REQUIRED IN ROCK) (REGARDLESS OF THE CURB HEIGHT OR SPEED) SHALL BE MEASURED FROM THE PAVEMENT SURFACE WHEN THE OFFSET IS 12" OR LESS AND TO THE GROUND SURFACE UNDER THE FACE OF THE RAIL WHEN DETAIL "A" - PLAN VIEW THE OFFSET IS GREATER. 6. FOR DESIGN SPEEDS UNDER 50 MPH THE POINT OF REDIRECTION WILL BE AT THE POINT OF TANGENCY. BOX BEAM GUIDE RAIL SCALE: N.T.S. TOPSOIL OR REINFORCED TURF SEE DETAILS PITCH AS SHOWN ON PLANS 4 •�; •tom • •�'.••� • • •�••r� ••ram • •• ►t' , Ii_II=11=1 PAINTED AREA UNDER DRAIN SCALE: N.T.S. 12 3'-8" AD 4'-2" DI 3'-0" AD `r T-6" D I 0) Q _ Q b I? b I? 6" SUMP WITH GRAVEL POCKET OUTLET PIPE NOTE: 1. ALL STRUCTURES TO SUPPORT H2O LOADING 6" 2. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS FOR APPROVAL SECTION DRAIN INLET (DI) / AREA DRAIN (AD) SCALE: N.T.S. HEAVY DUTY FRAME AND GRATE AS MANUFACTURED BY CAMPBELL FOUNDRY CAT. NO. 2129E YD / 2816 DI (H-20 LOADING) 2 COURSES OF BRICK FOR FINAL ADJUSTMENT PRECAST CONCRETE 6" COMPACTED CRUSHED STONE (BEDDING COURSE) UNDISTURBED SUBGRADE MATERIALS 13 EXTEND ASPHALT BASE COURSE INTO EXISTING PAVEMENT SAWCUT NEW PAVEMENT OVERLAY WHERE REQUIRED rIN m �°Cq �l ° (1 �)D(0 O EXISTING NEW PAVEMENT / PAVEMENT -UTILITYTRENCH WITHIN EXISTING PAVEMENT NOTES: 1. SAW CUT INTO EXISTING PAVEMENT APPLIES TO PAVEMENT REPLACEMENT AT TRENCHES 2. REFER ALSO TO DETAIL 11, TRENCH DETAIL ON DRAWING NO. SP-7.2. FOR BACKFILL REQUIREMENTS WITHIN EXISTING PAVEMENT AREAS SAW -CUT PAVEMENT KEY -IN SCALE: N.T.S. 1" X 2' SCORED JOINT WITH TOOLED EDGES AS SHOWN ON PLANS 4000 PSI CLASS A CONCRETE WITH LIGHT BROOM FINISH FENCE WHERE SHOWN ON 6" X 6" -W2.0 X W2.0 PLANS GALVANIZED WELDED WIRE MESH WITH 2" MIN. COVER 4" REBAR SPACED 12" O.C. 4" REBAR AT 12" O.C. BOTH DIRECTIONS PITCH TO DRAIN v v v v v M V, _ ° N o °oo ©oo °oo 000 0000 00° o00JL00 42" HIGH ORNAMENTAL METAL RAIL - WHERE GRADE DROP GREATER THAN OR EQUAL TO 30" 6" PVC OVERFLOW RISER PIPE W/DOME GRATE (NYOPLAST DRAIN SYSTEM) SEE PLANS FOR TOP OF WALL -� (T.D.W.) ELEVATIONS, TYP. ' ADJACENT SURFACE e (WALKWAY OR LANDSCAPED AREA STORMWATER PLANTER WALL GSE WHITE IMPERVIOUS HDPE LINER (54 MIL THICKNESS) OR APPROVED EQUAL EXTEND 6" DIA. PVC OVERFLOW - PIPE THROUGH FOUNDATION WALL TO MAIN STORM SYSTEM AND CONNECT. 12" \ COMPACTED GRANULAR BASE NYSDOT ITEM NO. 304.11 COMPACTED SATISFACTORY SOIL COMPACTED SUBGRADE CONCRETE UTILITY PAD DETAIL SCALE: N.T.S. 0 FINISH GRADE ASPHALT SERVICE YARD PAVEMENT FINISH GRADE PLANTED AREA 0 BUILDING WALL, TYP. ROOF o•ois w•d� DOWNSPOUT �t�� y" 'J��•�•�•• •''� I STONE SPLASH y � ' BLOCK (SEE PLANS �•• FOR DIMENSIONS) • r BIORETENTION • • Abs 21"TYP. (SEE SPECIFICATIONS (SEE AND NOTE 1, DIET. 11) -I 1 1-1 1 1-I 11- I DRAINAGE _ MULCH LAYER .III-III-III-1 I COURSE, 10" MIN. -1 I I-III-III=III-III-I DEPTH (SEE TABLE & 1=III=III=III�III-IIEEE I -II SPECIFICATIONS) -III-III-III-I I I-1 I I -I I -III 6"PVC III -III III-III-III-III-III=1 PERFORATED PIPE (RUN THE LENGTH OF PLANTER) WATERPROOF BUILDING .... + + + + + + + + FOUNDATION WALLS AS *+*+*+*+*+*+*+*+*+*+*+*+* NEEDED WITH GRACE 1++++++�i++++++++++++++ PERMA BARRIER WATERPROOFING SYSTEM (OR APPROVED EQUAL) STORMWATER PLANTER TABLE BED ELEV. RISER DRAINAGE OUTLET ID /REQ'D AREA RIM ELEV. CDEPTH DIA./INVERT NATURE CENTER(N) 364.0/248 SF 364.50 10" 6"/361.42 NATURE CENTER (S) 365.0/145 SF 365.50 1011 6/362.42 NEW MAINT. 410.0/326 SF 410.50 1001 6/407.42 BLDG FLOW -THROUGH STORMWATER PLANTER - BELOW GRADE SCALE: N.T.S. 10 PAVEMENT OR TOPSOIL, SEE PLANS Z Z C C cc Q T M ZZ W �rn mE: 0 � n Z N PIPE O.D. PIPE PIPE O.D. GO c (12" MIN.) O.D. (12" MIN.) UNDISTURBED GROUND / IMPORTED BEDDING 2i z VIRGIN SOIL COURSE MATERIAL o STORM/SEWER/WATER z W PIPES w a NOTES: 1. WHEN PIPES ARE TO BE INSTALLED IN FILL SECTIONS, THE CONTRACTOR SHALL INSTALL CRUSHED STONE, GRAVEL OR APPROVED STRUCTURAL FILL. 2. BACKFILL TO 95% RELATIVE MATERIAL COMPACTED DRY DENSITY AT OPTIMUM MOISTURE UNDER PAVED AREAS AND 90% UNDER LANDSCAPED AREAS (TYP.) 3. BACKFILL WITH 90PS1 FLOWABLE CONCRETE IN TOWN R.O.W. (K-CRETE) 4. K-CRETE BACKFILL SHALL BE USED IN ALL TRENCHING WATER MAIN LOCATED WITHIN THE EXISTING PAVEMENT. PRIOR TO THE PLACEMENT OF THE K-CRETE BACKFILL, THE PIPE SHALL BE SURROUNDED WITH A MINIMUM OF 12-INCHES OF NYSDOT ITEM 304.05 OR CLEAN SAND AS DIRECTED BY THE UTILITY OWNER. THE REMAINDER OF THE TRENCH (UP TO THE BOTTOM OFPAVEMENT SECTION) SHALL THEN CONSIST OF K-CRETE. 5. REFER ALSO TO DETAIL SAW -CUT PAVEMENT KEY -IN FOR TRENCHING WITHIN EXISTING PAVEMENT. TRENCH DETAIL (STORM / WATER) SCALE: N.T.S. 14 rlrvroncv �rcr-gut FLUSH CURE 'HALT PAVEMENT 3-BASE COURSE 10 PSI CONCRETE )DING COURSE I. 6" ALL AROUND 0PACTED SUBGRADE NOTE: 1. EXPOSED SURFACES TO HAVE BROOM FINISH 2. PROVIDE 2' PREMOLDED EXPANSION JOINT AND SEALANT EVERY 20' O.C. 3. PROVIDE 2" PREMOLDED EXPANSION JOINT AND SEALANT WHEN CONCRETE PAVEMENT ABUTS CONCRETE CURB 4. MOUNTABLE CONCRETE CURBS TO BE NYSDOT MODEL M150, 9" WIDE, 2" VERTICAL, 6" EXPOSED REVEAL HEIGHT, 18" TOTAL HEIGHT CONCRETE CURB SCALE: N.T.S. NON -PAVED SURFACE 4,000 PSI CONCRETE DETECTABLE WARNINGS: CONCRETE RAMPS - CAST IN PLACE TILES AS a MANUFACTURED BY ARMOR -TILE 1:12 MAX H 1,12 MAX 1-800-682-2525 OR APPROVED EQUAL; WALKWAY 7 WALKWAY CONCRETE PAVER RAMPS - 12" x 12" CO N DETECTABLE WARNING PAVER DARK MUMNfe's,N ° 11sEit° GRAY COLORED TILES; ALIGN DOMES i::: i::o 's 'ii'::s d is =s;;=T=..;_ :..:.;fNlf. IN SQUARE GRID IN PRIMARY DIRECTION OF TRAVEL a � 6'-0" 6'-0" � UNLESS DIMENSIONED OTHERWISE ON PLANS io PLAN PAVED SURFACE J 4,000 PSI CONCRETE a H WALKWAY N 9� WALKWAY i MIN - H S:S:Sfi:if. Siff: a 6-0" 5'-0" 6'-0" '( UNLESS DIMENSIONED OTHERWISE ON PLANS PLAN DETECTABLE WARNINGS (SAME AS ABOVE) TOP OF CURB BOTTOM OF CURB d A H ELEVATION PEDESTRIAN RAMPS SCALE: N.T.S. WATER QUALITY MAX PONDING DEPTH = 6" OVERFLOW STRUCTURE DOMED BASIN PLANTING - SEE LARGER STORM MAX PONDING DEPTH = 12" RISER AND GRATE. TOP OF GRATE PLANTING PLAN DRAWING L 402 AT WQv PONDING DEPTH (ELEV. 3" DOUBLE SHREDDED 362.5) HARDWOOD BARK MULCH 3:1 MAX SIDE SLOPE (TYP.) TURF AREA SIDE SLOPE FILTER A EA LIMITS (SEE PLAN FOR SIZE AND DEPTH) - MAX SLOPE 3:1 II x .J FILTER MEDIA - I I I III III I III I I I (I (-I � I III -III -I I III -III -I NO.57 STONE DRAINAGE I=III=1 I=III=III I I ;III=III= LAYER (WASHED, NO FINES) 0 FILTER FABRIC MIRAFI 140N (OR EQUAL) EXISTING SUBGRADE TO BE SCARIFIED (NOTE 4) NOTES: 1. FILTER MEDIA COMPOSITION (CLEAN AND WEED SEED FREE): 85-95% ASTM C-33 SAND, 5-15% TOPSOIL (NO COMPOST), P-INDEX: 12 - 13 2. SEE PLANTING MEDIA PREPARATION AND PLACEMENT SPECIFICATION FOR TOPSOIL REQUIREMENTS. 3. BIORETENTION FILTER AREA TO BE PLANTED WITH HERBACEOUS UPLAND MEADOW MIX. SEE PLANTING PLAN, DRAWING L-402. 4. PROVIDE IMPERMEABLE LINER -MIN. 40 MIL HDPE GEOMEMBRANE-AT BOTTOM & SIDES OF FILTER MEDIA/DRAINAGE LAYER SECTION. RAIN GARDEN / BIORETENTION BASIN SCALE: N.T.S. STORM DRAIN CLEANOUT SCALE: N.T.S. OUTLET PIPE (SEE PLANS) �{ 6" PVC SDR-35 PERFORATED UNDERDRAIN UNDISTURBED SUBGRADE 15 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: nARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 10/4/24 For Planning Board Review 12/20/24 100% CD Issue 02/07/25 100% CD Bid Set 03/12/25 Planning Board Resubmission 05/23/25 100% CD Rev 1 IFC 06/16/25 Issued for NYCDEP Review 10/07/25 Issued for NYCDEP Review 12/12/25 Issued for NYCDEP Review 01/30/26 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW CITY OF NEW YORK DEPT. OF ENVIRONMENTAL PROTECTION BU EAU OF WATER SUPPLY REGULATOf iYAND ENGINEERING PROGRAMS APPROVED SEE FIRST AGE FOR DATE AND SIGNATURE Seal and Signature: EXPIRES 7/31/26 Sheet Title: SITE DETAILS - STORM DRAINAGE & MISCELLANEOUS Date: 2 July, 2024 Project No: 1023 - Dwg By: RCC/HV Chck By: MSG SPJA4 Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 12/12/2025 11:07 AM C: \USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-7.11 - SP-7.12 SITE DETAILS PLT.DWG A-7 Project: CASTING AND COVER SHALL BE EQUAL TO PATTERN Teatown Lake Reservation NO. 1204 AS MANUFACTURED BY CAMPBELL p p o 0 0 0 1600 SPRING VALLEY RD, FOUNDRY CO. HARRISON, N.J. PROFILE LIMIT OF POROUS PAVEMENT AS SHOWN ON PLANS TOP OF CASTING = W/2 OSSINING, NY, 10562 FINISH GRADE 2'- 11o o 0 0 0 0 0 I DECTIONG(FLARED OE TO UTLET) UNCONFINED Architect: 2" BLUESTONE 2 COURSES OF BRICK d SCRENNINGS � d/2 o 0 (MINIMUM TAILWATER CONDITION) SLOPE n ARCH ITECTS, PLLC " . 0 o p EL. 411.17 AS SHOWN ON PLAN LIMIT OF PERMEABLE PAVEMENT AS SHOWN ON PLANS AREA OF CIRCUMFERENTIAL T-0" DIA. -J W/2 w = + aJay EL. 411.00 / STEEL 12" SO. IN / LIN. FT. 6 < 4 Br okly317 S.W.D. o 0 0 o p p 2 2 SLOPE PLASTIC COATED STEEL 0 �1 d/2 1 Brooklyn, NY 11201 2" GEOPAVE AS SHOWN STEPS CONFORMING TO w � 6 o p T: 718.260.0845 EL. 410.83lip W/AGGREGATE ON PLAN NYSDOT SECTION 725-02 A (3/8"-1/2") INFILL 2" BLUESTONE ry a Owner: L iv SCRENNINGS PRECAST CONCRETE RISER . - SECTION AS NEEDED PLANVIEW SEE RIPRAP TEATOWN LAKE RESERVATION 2" GEOPAVE GRADED AGGREGATE STANDARDS AND I nin- W/AGGREGATE RISER FILTER OR FILTER CLOTH SPECIFICATIONS 1600 SPRING VALLEY RD, 18" AGGREGATE Z v �U 4) J >cy J, (3/8" 1/2") INFILL s u...,_,,,; 6" PVC OVERFLOW / s_ J c , _ CROSS SECTION A -A OSSINING, NY 10562 -• SEE DTL. "A" BASE/DRAINAGE INV 41016 RESERVOIR. "- �," % - " c, 6"PVC DISCHARGE PIPE - 10" MIN. AGGREGATE SELF SEALING A SEE RIPRAP STANDARDS AND SPECIFICATIONS ', 00 4 AASHTO No. 57 STONE r BASE AND DRAINAGE 4'-0" DIA. MIN. 5" RUBBER GASKET MINIMUM TAILWATER CONDITIONS Consultants: C) ] WRAP (BOTTOM & SIDES) ), '�- "� ` '�' - `� LAYER. STONE (TWO PROJECTIONS) DETAIL "A" DISCH. NO OVERFALL 6"MIN. Landscape Architects RESERVOIR/OPEN GRADED _ ASTM C44360T EXISTING STABILIZED AGGREGATE IN MIRAFI 140N OR � N . 57 STONE � N O • APPROVED EQUAL (3/8" - 1") c d/2 PPE S_oD/ CHANNELSTARK WHITEHOUSE PIPE z 80 BROAD ST, SUITE 1700 BOTTOM SLOPE LEVEL PARALLBOEL TTOM SLOOPSRFACE I --O _i--- _. --I - - = - - - -1 �- _ I� _ p 3' MIN. NEW YORK, NY 10004 UNLESS - - __ - OTHERWISE INDICATED _ SCARIFY SUBGRADE UNLESS OTHERWISE L` 1 _. ,III it 1 II II ilLL,I 1 T - CO INDICATED -- GRADED AGGREGATE T: 212.487.3272 EL. 409.33 PRIOR TO Ili PRECAST CONCRETE NOTE: APRON @ FILTER OR FILTER CLOTH 4 STONE PLACEMENT NON -COMPACTED BASE RISER SECTION 6" BEDDING COURSE ZERO GRADE 1.0' GEOTEXTILE WRAP (BOTTOM & NON -COMPACTED NATIVE SOIL " STL. REINF. RODS AT _ UNDISTURBED SUBGRADE MATERIAL SIDE SLOPE 2:1 A� TABLE OF RIPRAP OUTLET PROTECTION Civil Engineer SIDES) SEPARATION LAYER, NATIVE SOIL 8" O.C. BOTH WAYS = _ _ = Apron DTS PROVIDENT MIRAFI 140N/APPROVED EQUAL 6' DIA. PROFILE VIEW Pipe Apron Apron Median Max. Stone Apron Width Outlet ID Diann., Length, La Width, W stone Size, Size dmax Depth, d ONE NORTH BROADWAY ®Outlet Do (in.) (ft.) (ft.) d50 (in.) (in.) (in.) NOTE: (ft•) WHITE PLAINS, NY 10601 1. ALL STRUCTURES TO SUPPORT H2O LOADING R-Tank #1 2" & 4" 7 8 3.5 3 5 12 2. CONTRACTOR TO SUBMIT FABRICATION SHOP R-Tank #2 6 7 8 1.5 3 5 12 T: 914.428.0010 NOTE: NOTE: DRAWINGS FOR APPROVAL SEE SPECIFICATION FOR MATERIAL GRADATIONS SEE SPECIFICATION FOR MATERIAL GRADATIONS New Maint. 6 7 8 1.5 3 5 12 Porous Pvmt. Structural Engineer SILMAN NEW MAINTENANCE BUILDING POROUS GRAVEL PAVEMENT SECTION SPRING VALLEY AND NEW CROFT PARKING PERVIOUS GRAVEL PAVEMENT SECTION STORMWATER PRECAST MANHOLE RIP RAP/ROCK OUTLET PROTECTION 32 OLD SLIP, 10TH FLOOR SCALE: N.T.S. 1 SCALE: N.T.S. 2 SCALE: N.T.S. 3 SCALE: N.T.S. 4 NEW YORK, NY 10005 T: 212.620.7970 CUT AN %"IN THE FABRIC ENVELOPE THAT IS NOTEi MEP Engineer APPROX.EXIST. SLIGHTLY LARGER THAN THE PIPE, PULL THE PIPE BOOTS ARE AVAILABLE IN THE GRADE EARTHEN OLA FABRIC FLAPS AROUND THE PIPE, AND SEAL FOLLOWING STANDARD SIZES 8' 112'I BERM WITH A STAINLESS STEEL BAND. 15' 1 18' 1 24'. • LARGER SPECIAL ORDER, CUSTOM SIZES 50 BROADWAY, - _ "X" CUT IN THE ARE AVAILABLE. SEE PLAN FOR PIPE/TANK FABRIC TO ALLOW +20 +20. HAWTHORNE, NY 10532 ELEVATION OF INTERFACE ---- PROPOSED TOP OF WALL �� ii!Illiilllliiillllliil!i1i T:914.919.3102 Z II,Illlllllil11111 IIII,III,I - - GEOTExTILE IIIIIIIIIIII IIIIIIIIIIIII I, I I r - - GRADE SLOPE TO NEW ASPHALT Q V) NEW MORTARED STONE/ FABRIC IIiIIIIIIII!IIIIIIIIIIIIIIIIIII111 IIli IIII!I!IIIIIIII � X OVER I!III!IIIIIIIIIII!II 1 Lighting Designer DRAIN TYP. PAVEMENT, TYP. Lu RUBBLE WALL R-TANK 2.5HAVSIDE LUMEN IIIIIIIII IIIIIIII TO MATCH EXISTING) I I I I I I I I l l l l 1 l PIPE DIA. SLOPES, TYP. ( IIIIIIIII IIIIIIIII �r��i���i��i% � ii!i1111111,1,fi!,. 1I,I,1I11,!;Ii 108 EAST 16TH ST, 6TH FLOOR c FILTER STONE .%\�r/\✓/�r\/j\`/\/fj%/j.��s�j�.�/j�/fj\�/j��/j�/j`�/�` ✓ rr ! I i 1 I1 f I I I I! j 1 j I .1 . j 8'-6" MAX EXPOSED INLET/OUTLET !1!I11!I!111!1!I!III!III!I!I!Ili!I!I!i!I!Ililllliiii NEW YORK, NY 10003 I _ y /2 TO 2-1/2 r n 4 -0 MAX STONE WALL HEIGHT. PIPE �I�I�I�I�I�I�I�I�I�I�L�I�IIIBI�I T: 718.614.4502 NOTE: EXPOSED STONE 0 1 I I I I I I I I I I I I I I I I STONE/RUBBLE GRAVITY RETAINING WALL- (ACTUAL WALL HEIGHT VARIES) ) � WALL HEIGHT. CONSTRUCTED UTILIZING NATIVE STONE 1 END VIEW OF PIPE/FABRIC CONNECTION FRONT VIEW OF GEOTEXTILE BOOT Cost Estimator FROM SITE. STONE/RUBBLE WALL IS SELF 8 (OR MATCH EXISTING) ` DRAINING. WALL AS SPECIFIED IS STILL 12 (1:12 BATTER) - - - - - - - - - - - - - - O ELLANA z �. a 32 BROADWAY 8TH FLOOR WASHED GRAVEL STRUCTURALLY STABLE TO SUPPORT THE 2 WEEP HOLE EXISTING 1-1/2" To 2-1/2" INDICATED SOIL RETAINING CONDITION. - _ _ - - GRADE NEW YORK, NY 10004 (5' O.C.) TYP. I - T:212.971.0936 Ln AFTER TANK WRAP IS SECURED TO PIPE, SLIDE BOOT AGAINST f DRAINAGE FABRIC _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , APPROX. R-TANK AND SECURE WITH SECOND STAINLESS STEEL BAND, THEN %\ MIRAFI 140N OR EQUAL \ `. `e �\ �\\ �\ �\\ �\� f`\ �\� '`\ !, 1 ❑RTOTHER°ADHESIVE. T❑ TANK ENVELOPE FABRIC WITH DUCT TAPE z FINISHED GRADE Vertical Transportation _.. - - - GE❑TEXTILE FABRIC LERCH BATES -'I t - - .� `. OVER R-TANK O - - - FABRIC COLLAR TO FIT GEOTEXTILE FABRIC OVER 1430 BROADWAY, SUITE 908 DO � D 42" MIN • OUTSIDE DIAMETER OF R-TANK � I L_ L_ L_ L_ L_ L_ L L L L L L I- L INLET/❑ TLET PIPE y L L L L L L L NOTE, PIPE MUST BUTT L_ L L L L_ L L NEW YORK, NY 10018 j �j��j��j��//�j�j 2 -0" L L L L L L L DIRECTLY AGAINST R-TANK. L L L L L L L i - - - FROST PROTECTION 12 ❑Z/SY LI -LL LI .Ll cV - - - - - - - - - - - PIPE \\ /\% // SYSTEM SYSTEM PIPE EFFLUENT SHALL NOT PIPE - L � TANK L L ENVELOPE L L TANK L L T: .59 . ItD I � 4690 � / /' /' /' NON -WOVEN O•➢� _ - PASS THROUGH FABRIC �..��� ////////� GEOTEXTILE, TRIM /�;�� AS NEEDED LL-!-LLLL LLLLLLI Acoustic Consulting 1 __� GEOGRID REINFORCEMENT NOTE:STONE/RUBBLE GRAVITY RETAINING ;j/,i/;/ �` r /i/ - - LLLLLLL LLLLLLL g __._-._ __ __ WASHED GRAVEL 12" MIN. 1 2 EXPOSED HEIGHT STRUCTURAL //////i/// /i /j „ „ 3/4" - 1 1/2" / r� AS REQUIRED WALL -CONSTRUCTED UTILIZING NATIVE STONE j�ji�%��%�����%��%�/ 18 to 24 2 -6 MIN. BACKFILL FROM SITE. STONE/RUBBLE WALL IS SELF ///j////�//////// // STAINLESS STEEL STAITO NLESS STEEL BAND SM�tW DRAINING. WALLAS SPECIFIED IS STILL /%%'%%i%fii BAND USED PIPES TO PREVENT 275 MADISON AVE, 14TH FLOOR 6" PVC \. STAINLESS STEEL BAND BACKFILL FROM PERFORATED PIPE \ \_�` �,��'-l) << -1 1 _.` STRUCTURALLY STABLE TO SUPPORT THE ENTERING STRUCTURE NEW YORK, NY 10016 STC BASE INDICATED SOIL RETAINING CONDITION. GE❑TEXTILE BOOT SIDE VIEW OF GEOTEXTILE BOOT SIDE VIEW OF PIPE/FABRIC CONNECTION COURSE WIDTH T: 212.725.6800 FRENCH DRAIN/CURTAIN DRAIN LOW BOULDER RETAINING WALL (NON VEHICULAR LOADING) REINFORCED STONE MASONRY RETAINING WALL R-TANK INLET/OUTLET PIPE BOOT DETAIL SCALE: N.T.S. 5 SCALE: N.T.S. 6 SCALE: N.T.S. 7 SCALE: N.T.S. 8 Date Issue 10/4/24 For Planning Board Review NOTES: X MATCH R-TANK INSPECTION PORT DIMENSIONS 1. THE WELDED WIRE FABRIC SHEETS VARY IN LENGTH EXISTING 1. T E INSPECTION PORT IS USED IN THE ACCESS MODULE TO INSPECT THE 12/20/24 100% CD Issue _ UNIT DOGHOUSE BOTTOM DOGHOUSE VERTICAL DOGHOUSE OPENING PORT LEVEL OF SEDIMENT ACCUMULATION AND PERFORM ROUTINE MAINTENANCE. WITHIN EACH WALL. THE HEIGHT (H) OF THE VERTICAL CAPSTONE - TYPE WIDTH ("A") LENGTH("B")* HEIGHT("C") DIAMETER("D") 2, MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION DURING FACE OF THE WALL DETERMINES THE LENGTH OF THE THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION THEREAFTER, 0 -� BACK OF GABION WALL (MATCH EXISTING) • HD 101, 9" 14" 12" FLUSH AS NEEDED. 02/07/25 100% CD Bid Set AS SHOWN ON PLANS WELDED WIRE FABRIC FOR THE ENTIRE SECTION. WHERE rn 3. R-TANKHD R-TANKSD, R-TANKuD AND R-TANK%D MAY BE USED IN TRAFFIC VARIABLE THE WALL CONSTRUCTION REQUIRES THE WIDTH OF THE N D SO 10" 3" 8" 12" COVERAPPLICATIONS. SEETRAFFICAFFIC LOADING DETAIL FOR MINIMUM & MAXIMUM 03/12/25 Planning Board Resubmission 01 WELDED WIRE FABRIC SHEETS TO BE LESS THAN 5.5 FEET, -I -i UD 8" 7" 12" 10" 4, IF INSPECTION PORT IS LOCATED IN A NON -TRAFFIC AREA, A PLASTIC CAP THE FABRIC WIRE MAY BE FIELD CUT TO FIT, CUT FABRIC AT z n CAN BE USED IN LIEU OF A FRAME AND COVER WITH CONCRETE COLLAR. 20' ACCESS DRIVE (TYP.) CENTER OF MESH OF WELDED WIRE FABRIC SHEETS. Z = NEW FULL DEPTH ASPHALT XD 10" VARIES- VARIES** 12" 05/23/25 100% CD Rev 1 IFC 2. PLACE LAYERS OF WELDED WIRE FABRIC SHEETS WITH 6 • PAVEM ENT, TYP. PORTS ARE SUPPLIED WITH A STANDARD DOGHOUSE LENGTH OF 9". THE OPENING LENGTH SHALL INCH GAPS BETWEEN SHEETS. THE E INCH GAPS ARE - BE REDUCED IN THE FIELD TO CORRESPOND WITH THE SPECIFIED PRODUCT TYPE. O6/16I25 Issued for NYCDEP Review MEASURED AT THE FACE OF THE WALL. CONNECT THE - VERTICAL HEIGHTS VARY BASED ON THE STACKING HEIGHT OF THE XD SYSTEM. THE TOP OF ANY 1'_10" WELDED WIRE FABRIC SHEETS WITH SPIRAL BINDERS OR STONE VENEER > OPENING SHOULD NOT EXCEED THE TOP OF THE STACK HEIGHT. FACE OF GUIDE RAIL TIE WIRE TO THE FRONT EDGE OF EACH GABION BASKET. 10/07/25 Issued for NYCDEP Review 3. THE HEIGHTS AND QUANTITIES ARE SUBJECT TO FIELD ADJUSTMENT. ANY INCREASE IN WALL HEIGHTS OVER 12/12/25 Issued for NYCDEP Review TIE WELDED WIRE CHAIN LINK FENCE THOSE SHOWN ON THE PLANS REQUIRE INVESTIGATION TO FABRIC SHEET TO GUIDE RAIL I PROPOSED FINISHED DETERMINE THAT THE SAFE BEARING PRESSURE IS NOT FRONT OF GABION, 1V:1.5H GRADE EXCEEDED. REINFORCED CONCRETE 03/11/26 FINAL ISSUE FOR DEP TYP. 4. AVERAGE DESIGN ASSUMPTION VALUES. SEE THE PVC INSPECTION COLLAR (WHERE REQUIRED), REVIEW GEOTECHNICAL REPORT, IF AVAILABLE, FOR SITE SPECIFIC • • P❑RT MIN. 1' CLEARANCE FROM TIE UPPER BASKET VALUES. PVC UNIT WEIGHT OF BACKFILL MATERIAL 125 PCF 16.25' FRAME AND SURFACE SELVAGE TO UNIT WEIGHT OF FILLED GABIONS 105 PCF EXISTING AND/OR (OVER SURFACE TRANSVERSE GABION EARTHWORK (H) BACKFILL WITH _ WIRE ON MAT BASKET GEOTEXTILE TYPE IV-D AS REQUIRED 0 0 �F GRANULAR MATERIAL 0 ANGLE = 35' FOR BACKFILL MATERIAL PROPOSED FINISHED GRADE _ _ GRANULAR FREE ``'` °' NON -CORROSIVE 0 5. WALL TO BE DESIGNED TO SUPPORT H-20 LOADING AND BE DRAINING BACKFILL i-D-{ ITYP FINAL GROUNDLINE Q�P CAPABLE OF WITHSTANDING THE LOADS OF A 75,000 LB • HOSE CLAMP TIE MAT TO SEED AND MULCH, TYP. 2 O JP FIRE SERVICE VEHICLE. 12" SCH40 WIRE MESH ON GABION WELDED WIRE MEET EXISTING 1 !- 0 6. SUBMIT SHOP DRAWING PREPARED BY A PROFESSIONAL �� ��:\O!; tip.\\;\�!:\ �,\� f PVC PIPE LOWER BASKET BASKET - APPROXIMATE - GEOTEXTILE FABRIC GRADE, TYP. O 0 EXCAVATION LINE ENGINEER REGISTERED IN THE STATE OF NEW YORK. SHOP LL_LLLL LL (AS SPECIFIED) TIE BASKET DRAWING TO BE SIGNED AND SEAL AND SUBMITTED FOR STEEL REINFORCED > WEEP HOLE _LLLLLL SELVAGE TO IJ 4" PVC UNDERDRAIN, TYP. PROJECT ENGINEER REVIEW. NOTES: VARIES R-TANK PERFORATIONS CONCRETE WALL c2) v2• HOLES ❑N _LLLLLL LL 1° +/- VENTING EACH SIDE ❑F L L L L L MAT (DRAIN TO DAYLIGHT) G PIPE SPACED 2' _LL- -L LL LL LEVELING PAD 1. FINAL ENGINEERING DESIGN BY CONTRACTOR. 1C] -L APART-!_!_LLLL LL NON -CORROSIVE SOLID PLATE 4" PVC FOOTING DRAIN, TYP. �-A-�-LLLLLL LL PLASTIC, SLATE DR EQUIVALENT TYPICAL CONNECTION DETAIL TYPICAL WALL SECTION 2. SUBMIT SHOP DRAWING PREPARED BYA (DRAIN TO DAYLIGHT)-LLLLLL WELDED WIRE FABRIC • SCALE: N.T.S. SCALE: N.T.S. PROFESSIONAL ENGINEER REGISTERED IN FRONT VIEW OF INSPECTION ISOMETRIC SHEETS FOR PORT PORT SOIL REINFORCEMENT THE STATE OF NEW YORK. SHOP DRAWING TO BE SIGNED AND SEAL AND SUBMITTED FOR PROJECT ENGINEER REVIEW. a DEPT.OF CITY OF RONMEWYORROTECTION 3. WALL LOADING TO WITHSTAND H-20 n LOADING AND WITHSTAND THE WEIGHT OF % /. / / // 1 BU EAU OF WATER SUPPLY <\,tip;,\���\,� REGULATO YAND ENGINEERING PROGRAMS A FIRE TRUCK. �---- BASE �' APPROVED SEE FIRST AGE FOR DATE AND SIGNATURE GABION FACED WALL 9 STONE VENEER RETAINING WALL (CROFT SCIENCE CENTER) 10 R-TANK INSPECTION AND MAINTENANCE PORT DETAIL 11 SCAL N.T.S. SCALE: N.T.S. SCALE: N.T.S. - NOTES, R-TANK CONSTRUCTION EQUIPMENT RECOMMENDATIONS DUMP TRUCKS R-TANK HD UNIT ' INIFORE�^ATION, 1, INSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF HL-93 LOADING PER THE Seal and Signature: 10 TON LOW GROUND PRESSURE 6 TON SMOOTH DRUM STATIC 6 TON SMOOTH DRUM VIBRATORY AND PANS SHALL AASHT❑ LRFD BRIDGE DESIGN SPECIFICATIONS. R-TANK UNIT LOAD RATING UNIT COMPRESSION NOT OPERATE - _ 2, FOR INFILTRATION APPLICATIONS, UNCOMPACTED FREE DRAINING BACKFILL (SPEC .--^--� DOZER ROLLER ROLLER OVER THE UNIT TYPE WIDTH LENGTH HEIGHT STORAGE VOLUME WEIGHT -- 28.15 '4 TYPE STRENGTH SECTION 2,03A) TO PROVIDE A LEVEL BASE. SURFACE MUST BE SMOOTH, FREE OF MIN. COVER MIN. COVER MIN. COVER SYSTEM MINI 15.75' 28,15' 9.45' 2.30 CF 10.90 LBS, LUMPS ❑R DEBRIS, AND EXTEND 2' BEYOND R-TANK FOOTPRINT. THE ENGINEER OF NE (1j HD 33.4 PSI 12" (SEE NOTE 1, 2 & 3) 12" (SEE NOTE 1, 2 & 3) 24" (SEE NOTE 2) EXCAVATION UNIT COMPRESSION HS-20 MIN. HS-25 MIN. AREA RECORD IS RESPONSIBLE FOR ASSESSING THE BEARING CAPACITY OF THE TYPE STRENGTH (OVER* COVER* MAX. COVER* � ,� SINGLE 15.75' 28,15' 17,32' 4.22 CF 17.30 LBS. y�"� �y BACKFILL MATERIAL UNLOADED SUBGRADE, AND BASE. SD 42.9 PSI 12" (SEE NOTE 1, 2 & 3) 12" (SEE NOTE 1, 2 & 3) 24" (SEE NOTE 2) OUTSIDE OF THE SYSTEM SINGLE+MINI 15,75' 28.15' 25.98' 6.33 CF 25.90 LBS. 3, FOR INSTALLATIONS IN LANDSCAPED AREAS, THE INSTALLATION OF TREES IS FOUNDATION NOTES: EXCAVATION AREA PRpHIBITED ABOVE THE R-TANK UNITS. PLEASE CONTACT YOUR LOCAL FERGUSON HD 33.4 PSI 20" 24" 6.99' 1. FOLLOWING PLACEMENT OF SIDE BACKFILL, A UNIFORM 12" LIFT OF THE FREELY DRAINING MATERIAL (SPEC SECTION 2.03 B1) SHALL BE DOUBLE 15,75' 28,15' 33.86' 8.25 CF 32,30 LBS. WATERWORKS REPRESENTATIVE FOR MORE INFORMATION. SO 42.9 PSI 18" 19" 9.99, - 0 71 PLACED OVER THE R-TANK AND LIGHTLY COMPACTED USING A WALK -BEHIND TRENCH ROLLER. ALTERNATELY, A ROLLER (MAXIMUM GROSS DOUBLE+MINI 15.75' 28,15' 42.52' 10,36 CF 41.00 LBS, 4, THE R-TANK SYSTEM IS NOT DESIGNED TO SUPPORT LOADS FROM BUILDINGS OR VEHICLE WEIGHT OF 6 TONS) MAY BE USED. ROLLER MUST REMAIN IN STATIC MODE UNTIL A MINIMUM OF 24" OF COVER HAS BEEN PLACED O O O _ _ T15.75 STRUCTURES. THEREFORE, THE ENGINEER ❑F RECORD MUST COORDINATE WITH THE s IJ "'"'"� 12" (STONE); 15" (STONE); TRIPLE 15.75' 28.15' 50,39' 12,28 CF 47.40 LBS, HORIZONTAL OFFSET "H" OVER THE MODULES. SHEEP FOOT ROLLERS SHOULD NOT BE USED. SPEC SECTION 3.05 A5 �' " (SJ SMALL PLATES PROPER DISCIPLINES T❑ ENSURE N❑ STRUCTURAL LOADS ARE IMPARTED UPON THE UD 134.2 PSI 5.00' E �i •� � ��--` � � ,, �; 14" (SAND) 17" (SAND) 2. AFTER THE GEOGRID IS INSTALLED OVER THE INITIAL LAYER, THE GRADED AGGREGATE BASE MATERIALS CAN BE PUSHED OUT (MAX 1 ' ' #' LLLLLLLLLLLLLLL TRIPLE+MINI 15.75' 2815' 59,06' 14,39 CF 56,00 LBS, SYSTEM AND ANY INFILTRATION FROM THE SYSTEM HAS BEEN ACCOUNTED FOR IN - r MACHINE SIZE IS 10 TON LGP DOZER OR SMALLER) IN A SINGLE LIFT AND STATIC ROLLED BY A MACHINE WITH A MAX GROSS VEHICLE WEIGHT - ':�= LLLI R-TANKSvsTEMLLL :n LLLL�_� ���LLLI QUAD 15,75' 28.15' 66.93' 16,31 CF 62.40 LBS, LL=�- I III= I - I -I I �- I -I' ., TOP vlEw THE FOUNDATION DESIGN. �%1 OF 6 TONS. ROLLER MUST REMAIN IN STATIC MODE UNTIL A MINIMUM OF 24" OF COVER HAS BEEN PLACED OVER THE MODULES. SHEEP FOOT - �=ej..LLLLLLLELLLLLLLLLL.», MINIMUM AND MAXIMUM COVER ROLLERS SHOULD NOT BE USED. SPEC SECTION 3.05 A5 QUAD+MINI 15,75' 28,15' 75.59' 18,42 CF 63,80 LBS, - - -III- ... ..; .._:.•.:':.., ..,..... ,, ... ..,:'::., .r:';:'�:•.; ::,.; 2. ONLY LOW PRESSURE TIRE OR TRACK VEHICLES LESS THAN 7 PSI AND OPERATING WEIGHT OF LESS THAN 20,000 LBS) SHALL BE '"'"" ' '�'-"' ''""``•'• - 0 S, uc DETAIL 0.34 C 69,3 LB DUMP TRUCK 83,46 2 F - - - ;:•::.....;,, ,:-;:,�^...:: ,:�.: `:. .::.. _: ., :. ENTA 15J5 2815 I- ,..:,. ,.. ...•.._•. ,...�, .::.,'.'.::. 3.05 A5 T ..,„ •:.:..;.........„. ,-;: ;; s..;.,.:.,,, ;..:. - - - - - - CONSTRUCTION SPECSECTION TEM D RING CONSTRUC O' OPERATED OV ER THE R TANK SYSTEM U THE TOP - " ARE MEASURED FROM THE HEAVY YTIME. WHERENECESSARY, E -TA K Y TEM AT AN- - - T PERATED WITHIN THE R N SYSTEM AND PANS SHALL NO BE 0 DUMP TRUCKS A A SI 3. UI I - NOTES - - - D OVER THE SYSTEM - K SYSTEM AND THE MATERIAL SHOULD BE MOVE 0 _ I I I- - ' ` ` ^ EQUIPMENT SHOULD UNLOAD IN AN AREA ADJACENT TO THE R TAN S S 1. R TANK HD HAS AN INTERNAL VOID SPACE OF 95/. AND A SURFACE AREA VOID OF 90G. OF THE R-TANK UNIT TO THE TOP �I- T _ _:- ' -'" •' `'''''"``'�'=" EXPIRES 7/31 /26 WITH TRACKED EQUIPMENT. SPEC SECTION 3.05 A5 2, R-TANK HD HAS A MAXIMUM COMPRESSION STRENGTH OF 33.4 PSI, (MODULE ONLY), �- 4. ENSURE THAT ALL UNRELATED CONSTRUCTION TRAFFIC IS KEPT AWAY FROM THE LIMITS OF EXCAVATION UNTIL THE PROJECT IS 3, R-TANK HD IS MADE FROM 100% RECYCLED POLYPROPYLENE, COMPLETE AND FINAL SURFACE MATERIALS ARE IN PLACE. NO NON -INSTALLATION RELATED LOADING SHOULD BE ALLOWED OVER THE 4. R-TANK HD IS COMPRISED OF 5 SMALL WALLS PER uNITs, OF THE FINISHED SURFACE. '-III-I lf-�1- I L �- L L L �- �- �- �- �- L_ L_ L_ L_ L_ �- R-TANK SYSTEM UNTIL THE FINAL DESIGN SECTION HAS BEEN CONSTRUCTED (INCLUDING PAVEMENT). SPEC SECTION 3.05 6 I _�� �``' „ "" '• I I I I I I I I I I Sheet Title: SMOOTH DRUM ROLLER VERTICAL HEI(��'I III- I;:z;,;.;t::_..; ,.� I- I- 1- L- (- I- I- I- I- (_ I- (- I- I__ 5. SEE R-TANK INSTALLATION GUIDE OR CONTACT YOUR LOCAL FERGUSON REPRESENTATIVE FOR ADDITIONAL INFORMATION. VIBRATORY MODE-"_fI�II,�'.„ - I I I I I (6 TON MAX) I III=11>;.::.+);'i`i7LLL-L-L_L_L_L_LLI-LLL-LL-L-L_L_L UTILITY MARKERS AT FINISHED TOTAL COVER: FIRST 12"MUST BE FREE R-TANK SITE DETAILS - CORNERS CTYP.) SURFACE DRAINING BACKFILL (SPEC SECTION 2,03B), 1-I 'III 4. {:; A':e'^ ( I SYSTEM LOW ADDITIONAL FILL MAY BE STRUCTURAL FILL 36"(- GROUND (SPEC SECTION 2,03C), PRESSURE SMOOTH DRUM =II=I-L_L_LLLI-L-I-L-I-`-LL-LL LLLL--I-�STORM DRAINAGE - DOZER ROLLER =_ r T,I I = -III= j_�'„ C10 TON STATIC MODE =III=I I I I=III=III-I GEOGRID (ACE BX-12) _ - r � MAX) (6 TON MAX) r - ::: & MISCELLANEOUS PLACED ABOVE THE- Ii�I�I J II'-' I I -III -I LI=1T �' �• r •. . • R-TANK SYSTEM, OVERLAP TI- �!I=I I-III-L=I nI1=1r(- O _ - r ADJACENT PANELS BY 18" =I I I=1 I1=III=1I I=1I I=!II!= ! -' -- MIN. GEOGRID SHOULD !!=III=III-!�!=i�I=I�I�!II 11-111 EXTEND 3' BEY❑ND THE -I!I-III -III -III-III _= IIII IIII (IIIII IIIIILIIIIIIII II LLLLLLLLLLLLLLLLLLLLLLLL _ _ O t 83.46 ExCAVATI❑N FOOTPRINT, I -III -III III III -III -III LLLLLLLLLLLLLLLLLLLLLLLLJI= -!I - J= • VIBRATORY ROLLER GEOGRID .- - - - - _ _ _ _ - - ' MIN, COVER ".REINFORCEMENT - _- / I - 75.59 R-TANK UNITS WRAPPED =III-III-T-T_ITI _- L L L L L L L L L L L L L L L L L L L L L L L L i � i=!Ii=I � I-! I IIII=1 11=!I!=I � R-TANK IS NOT DESIGNED TO SUPPORT STRUCTURAL LOADS ASSOCIATED WITH BUILDINGS, RETAINING WALLS OR 4}WITH 8 ❑Z, NON -WOVEN - - - - _ _ - - o EENO TE.2 LAYER (ACE - - 66.93 - - - - _ L L L L L L L L L L -SYSTEM- L L L L L L L L L L _ - _ _ - _ THE ECIVI LUEN ENGINEER AND STRUCTURAL ENGINEER SHALL REVIEW ALL DOCUMENTATION AND DESIGNS TO ENSURE O- r !! III III �I I I III III I I I (8) t+ 59.06 GEOTEXTILE (OR EQUAL) -III=III-III= =III -I I I7�I L L L L L L L L L L L L_ L_ L L L L L L L L L L I I I -I I hI I I -I I!-IIIIE7 I I -I I I -I BX12) ?I p_ =III=iI!=III=!II=III=III 1 EIIIIIEIIII=III=III=III=III=III= NO STRUCTURAL LOADS ARE APPLIED BY THE STRUCTURE ON THE R-TANK UNITS. IT IS RECOMMENDED THAT 50.39 _-I EXCAVATION WRAPPED - - - - - - L L L L L L L L L LL L L L L L L L L L L L III=W=!II=III=III=!II=III=I I ALL R-TANK UNITS BE INSTALLED ABOVE THE ELEVATIDN OF ANY SUBSURFACE STRUCTURAL ELEMENTS SUCH - - - - - - E - - - - - - - - - - UM ld ZONE OF INFLUENCE, SITE ___-- Date: 2 JUIy, 2O •-.- r,- WITH B ❑Z. NON24 WOVEN II -III -III -III -III-= - II I�!II II! II! -III !II III AS FOOTERS, IF THIS CANNOT BE ACHIEVED, IT RECOMMENDED THAT A MINIM ::iOW`GROUND.PRESSURE DOTER - STATIC ROLLER _ _ - - - T THE STRUCTURAL -I I I I I I III L L L L L L L L L L L L L L L L L L L L L L L I I=I I=III-III=I i!=III=III=I I SPECIFIC SOILS MAY REQUIRE GREATER SEPARATION DISTANCE, BE MAINTAINED BETWEEN E S R III I MIN, COVER •: - ,. MIN.. COVER - - :. - •: ---.-�::� u�� - r-. - GEOTEXTILE (OR EQUAL) -III-III-III_III-III-III I I 1 _ _ _ _ _ _ - - - - - - - - - - - - - - - ELEMENT AND THE UNITS. Project NO: 1023 -III-III �l III -III- L_I I I_I I I_I I I_I I I_I I I_IT_I I I I I I I_I I I_I I I_I I I- .•.... ..�S@ENOTESI&'3' .�:.:.... :... .� .. -� .. : ... ... (SEE .; � ... :... � ,.... I{ �:,-.: - I - - -. 42 52 33 86 T _ `T I ! I III III III Ili II - III III IIIII III III III !� THE STRUCTURAL ENGINEER AND GE❑TECHNICAL ENGINEER SHALL REVIEW ALL DOCUMENTATION AND DESIGNS T❑ -III-I I I I -III -I I k - - - - - - - - - - - - - - - SATURATED SOIL CONDITIONS POTENTIALLY ) - 9' ' � ' � - � .� - - - - - - - - - - - - - - - =1 =I = - =III=I !_! III=III=III=III-III=III=III=III=I I= ENSURE PROPER STABILITY ❑F STRUCTURAL ELEMENTS DURING SA U TED ❑ .. J I -I I I� I I I I I_I I I� I I_I I I_I 11=1 I I_I I CI I I I I_I I I_I I I_I I I I I I_I I I_I I I_I I I I I I I I I _I I III ___ _ 1 - I III=III= -- 17.32 _ _ _ - _ - - _ _ _ _ _ - - - CAUSED BY THE PROXIMITY ❑F INFILTRATIDN FACILITIES T❑ THE STRUCTURAL ELEMENTS. DWg B�/: RCC/HV -III-I II _I I I_I I �ITI_I I I_I I I_I I_I 1=1 11=1 I =1 11 I 1=1 11=1 1=1 1=1 i�-III-I 1=1 I I=1 I I -I 11=1 11=1 I--TI-I I H I 1=1 I_I IIII I_I I I_I I f I I_I hI I I_I I I_I I_ i p': _ 1=III=1 I I I I I L L L L L L L L I I=1 11=I I I=1 I I=1 I I=1 1=1 I I=1 I I=1 =1 I=1 I�I 11=11 =1 I=1 I I=t l l=1 I 11=T=1 11=1 11=I 1-111=f 11=1 I Y-11T=1 11=1 1=1 I I I=1 11=1 11=1 11=T_I 11=�1 _III -III_ s o l ,� t, l Q n 1 s_ - U LLLLLLLLLLLLL LLLLL III=III=� 1 - I.o y Z- ChckBy: MSG _III=III R-TANIK SYSTEM _ _ - SIDE BACKFILL FREE DRAINING d�� (-III-1 L L L L L L L L L L L L L L-L-I- L L L L L L L L L L L L L I I -III -I I MINI SINGLE SINGLE+MINI DOUBLE ➢OUBLE+MINI TRIPLE TRIPLE+MINI QUAD QUAD+MINI PENTA BASE: IL MIN. FREE DRAINING BACKFILL (SPEC SECTION 2.03B): � R� J SUBGRADE / EXCAVATION LI NE, COMPACT PER SPEC I PSF MUST BE BACKFILL (SPEC SECTION 2.0 ) - COMPACT SIDE =III=I - - - - ..- - - - - - - - - - - - - - - - - = 0 INSTALLING R-TANK, BACKFILL WTANK ITH POWERED N - '. SECTION 3,02 D, A BEARING CAPACITY OF =1 11=1 11=III=III=1 11=III=III=1 11=1 I I=1 I I=III=III=1 I I=1 11=III=1 11=III=1 I1=1 I I=III=1 1=1 1 1=III=1 11=1 11=1 11=III=III=111=11 I I II! IIIII I II I 2 0 ACHIEVED PRIOR TO ICTOR- - -III ;III ;IIII ; I I I„II I I I ;IIII ;III ;III ; II I I„I I II I II ;III ;III ;III„ III ; I MECHANICAL SPEC SECTION 3 05 A2), IN 12' IIIII�1111,;,1111�1111,,1IIII,IIII��rl�l„III,;,IIII,IIIII„IIII;,JII,;,III,;,111,;,III,,,III,,, - - - - - - - - - - - - - SP-1.15 R-TANK CONSTRUCTION EQUIPMENT (TRAFFIC) DETAIL 13 R-TANKHD MODULE DETAIL R-TANKHD' SD' LID VEHICULAR LOAD (HS-20 / HS-25) SECTION DETAIL R-TANK STRUCTURE PROXIMITY DETAIL SCALE: N.T.S. SCALE: N.T.S. 14 SCALE: N.T.S. 15 SCALE: N.T.S. 16 Pg No: 'LOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 2/2/2026 2:51 PM C:\USEH IUZJ-YUHKIUWN LAIUWN\F-NUJLUI YILLJ\UIJ\IUZJ JF'-/.14 - JY-/.Ib JIIL ULIAILJ YU.UVVb ARCADIA AR3PC CEI INLET MUST BE EQUAL OR HIGHER THAN OUTLET CwARAC 4 nwATC no cnI In LID PROFILE VIEW NTS 3.0- [36"] MIN (STD) 2.5' [30"] MIN (FLUSH) D VEIR 7.58' [91"] MIN (STD) 7.08' [85"] MIN (FLUSH) PRODUCT SPECIFICATIONS • THE STORMWATER TREATMENT UNIT SHALL BE AN INLINE UNIT CAPABLE OF CONVEYING 100% OF THE DESIGN PEAK FLOW. IF PEAK FLOW RATES EXCEED MAXIMUM HYDRAULIC RATE, THE UNIT SHALL BE INSTALLED OFFLINE. • THE ARCADIA UNIT SHALL BE DESIGNED TO REMOVE AT LEAST 80% OF THE SUSPENDED SOLIDS ON AN ANNUAL AGGREGATE REMOVAL BASIS. SAID REMOVAL SHALL BE BASED ON FULL-SCALE THIRD PARTY VERIFIED TESTING USING OK-110 MEDIA GRADATION OR EQUIVALENT AND 300 MG/L INFLUENT CONCENTRATION. FULL SCALE TESTING SHALL HAVE INCLUDED SEDIMENT CAPTURE BASED ON ACTUAL TOTAL MASS COLLECTED BY THE STORMWATER TREATMENT UNIT. -OR - THE ARCADIA UNIT SHALL BE DESIGNED TO REMOVE AT LEAST 50% OF TSS USING A MEDIA MIX WITH D50=75 MICRON AND 200 MG/L INFLUENT CONCENTRATION. 241.5' AVAILABLE FOR INLET CONNECTIONS (WHERE APPLICABLE) ARCADIA AR3PC (036" CONCRETE MANHOLE PROVIDED BY ADS) I INLET PIPE(S) 018" MAX DIAMETER I=> I=> FRAME & SOLID LID (24" ROUND LID TYP GRATE AVAILABLE WHERE ALLOWED) PLAN VIEW NTS NOTES: OUTLET PIPE 018" MAX DIAMETER • ENGINEER / CONTRACTOR TO CONFIRM PIPE MATERIALS AND APPLICABLE ADAPTERS. • CONTRACTOR IS RESPONSIBLE FOR MATERIAL AND LABOR TO BRING CASTINGS TO FINISHED GRADE. • CONTRACTOR TO MEASURE HEIGHT OF STRUCTURE TO ENSURE THAT DEPTH OF EXCAVATION IS CORRECT. • UNIT SHALL CONFORM TO HS20-44 LOAD RATINGS. HYDRODYNAMIC SEPARATOR SCALE: N.T.S. Ir o W ¢ W O U U a = W ZIJ M z Z ow QC 6a C Q W E❑ Q W O U U2 Cl 0 Q W N o U (y) M S N O m U o L Z� Q Z �g O �* 0 c� U z W Q z zw a �o w w N u)o m w �(n U W z w mzd o � F a ww C7 Z U W 2 w Y �a U � F o� N W o OR z2 c9 w w� U W I- } �m am FR o 0 0� M ID QQ w = Q ww IO WN � of Q z z ICU mo '+ v � oz ao 8 (A o ow wo � So > N m J p a m () zzR Qv = :2 a O a W 0 p z F- Q zo 0 CD::i aN �a a� m0 w (9 zo w K .o t=- a SHEET 1 of 1 0 FILTER LIMITS / 6" PONDING DEPTH SEE PLAN FOR SIZE NORMAL PONDING DEPTH" N -��. � —I"' -1 1- N III —III —I ICI-1 I I-1 11= III —I � I —I 1=1 I 1=1 11- EXISTING 36" MIN. TO SUBGRADE TO BE GROUNDWATER OR SCARIFIED BEDROCK 41I P` EXISTII` E (TYPICAL) vVv `v BERM, 12" MIN. ABOVE PONDING DEPTH GRAVEL DIAPHRAGM CHANNEL FOR 3 _ PRETREATMENT 2' WIDE —I I 2' DEEP 24" GRAVEL DIAPHRAGM NATIVE SOIL FILTER FABRIC MIRAFI 160N (OR EQUAL) BIORETENTION FILTER TO BE PLANTED WITH HERBACEOUS PLANTS. SEE SITE LANDSCAPE PLAN. FOR PLANT LIST INFILTRATION BASIN SCALE: N.T.S. TYPICAL TRAIL SECTION TRAIL TRENCH DRAIN SCALE: N.T.S. PROPOSED FINISHED GRADE NO. 8 COARSE AGGREGATE, "NATURAL BEIGE" AS SUPPLIED BY ROMEX SLOPE TO DRAIN Ell ASPHALT W/CHIP SEAL SURFACE GEOTEXTILE FABRIC ENCIRCLING err `t���p`Or"r I PVC wPERFORATED•• 00 r II`�Ilillll-IIII11111- 101I TRENCH DRAIN DETAIL WASHED GRAVEL AASHTO #57 AGGREGATE 1/4" TO 1" 0 l L-r10`� m.-13 Pesolution Number 2 QS Date CITY OF NEW YORK DEPT. OF ENVIRONMENTAL PROTECTION BUREAU OF WATER SUPPLY REGULATORY AND ENGINEERING PROGRAMS APPROVED SEE FIRST PAGE FOR DATE AND SIGNATURE Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: n ARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 10/4/24 For Planning Board Review 12/20/24 100% CD Issue 02/07/25 100% CD Bid Set 03/12/25 Planning Board Resubmission 05/23/25 100% CD Rev 1 IFC 06/16/25 Issued for NYCDEP Review 10/07/25 Issued for NYCDEP Review 12/12/25 Issued for NYCDEP Review 01/30/26 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: EXPIRES 7/31/26 1 Sheet Title: SITE DETAILS - STORM DRAINAGE & MISCELLANEOUS Date: 12 December, 2025 Dwg By: RCC/HV Chck By: MSG SP-7,16 Project: r / � ` •�• `� ` • , ' ;,!' / �� � � Teatown Lake Reservation 11600 SPRING VALLEY RD, HAND HOLE I OSSINING, NY, 10562 GROUND LUG BONDED Architect: GROUND BUSHING WITH TO POLE. #10 BONDING WIRE. nARCHITECTS, PLLC #10 GREEN GROUND POLE BASE 68 Jay #317 ' CONDUCTOR BOND TO P"LE FINISHED GRADE Brooklyn, NY 11201 r. AND CONDUITS. � E 1A PPT: 718.260.0845 I i x��/� SEE TRENCH DETAIL Owner: u ;;' ANCHOR BOLTS. � / i FOR G _ PPS 3 1 �E� DEPTH. TEATOWN LAKE RESERVATION TYP. 1600 SPRING VALLEY RD, /, ����, GROUND CLAMP AND OSSINING NY 10562 2 o3e /�. PVC CONDUIT. /., �/ p S -1�� TYP- #10 BARE COPPER 1 1 v 03 E o 2�' ; ;- ,. A� ,•, �� GROUND WIRE, FROM PPSL3 - ° Consultants: `� CONDUIT TO ROD UG-E - UG-E EX01 B L ` b �,�' i - / I Exo3�µ� $ _ _ ______ = STEEL TO PVC COUPLING. :v 011 U+ -�, .-� \ RGS CONDUIT ROUTED IN TYP. ape Landsc Architects CONCRETE TYP..STARR WHITEHOUSE 1/ GROUND 80 BR S SUITE 1700 + � '`. � - 2 x6'-0" G D ROD T, NEW YORK,Y 10004 s I -- POLE FOUNDATION ° ,--------- -%°" _ \ \ TYP. T 212.487.3272 0. PPSL-1 ti t = — ' x � SOLAR POWERED Exo16 LIGHTING FIXTURES. ExoSn-------------- PANELBOARD PPSL. 1 � ', - ' \' "� -�. - '�-- � � ���,, `�\ \ ,Civil Engineer DTS PROVIDENT NOTE: ONE NORTH BROADWAY 1 REFER TO FLOOR PLAN FOR 1. THIS DETAIL PROVIDES ELECTRICAL GROUNDING/ BONDING AND �� WHITE PLAINS, NY 10601 �. O �, -� REFER TO FLOOR PLAN FOR \ ;' '" BUILDING MOUNTED LIGHTING t RACEWAY INFORMATION ONLY. SEE STRUCTURAL DRAWINGS f UGe BUILDING MOUNTED LIGHTING \!= \\ T: 914.428.0010 i ,, FIXTURE BRANCH CIRCUITRY. , \ FOR POLE FOUNDATION INFORMATION. >'` FIXTURE BRANCH CIRCUITRY. PP 3&e PPSL-7 TYP------__ „t xA,f o 2 ETYPk �P%�jTF jLIGHT POST ELECTRICAL EX05 ;, .,:L,..,. \ W,,,. % :- ��° '` !`'`, \� __.�. ----- APPROXIMATE LOCATION OF '�� - - - __ -------------- ------------ /i •�'��� Engineer ry% ' - MER IN EDUCATION BUILDING. - - � _ _ Structural n �y. _ - A 32 OLD SLIP 10TH FLOOR o - - � I�n�j%L��ATION DETAIL sILMAN v. 1° - PANELBOARD LPEB. - --- ��2 X03 \ S —� Exos NEW YORK, NY 10005 TYP. ., P $L5 EX03 \ PANE A PNC. Ex 3 , �� Exo3 --_ � LBO RD L EX03 � ,/,; . T: 212.620.7970 LOCATION — / EX03 Exo3 ;'------------- APPROXIMATElf` \ y, EX03 e - - O c-1 °, OF ELECTRICAL SPACE IN / P�sl Xo3 +. \ , / �' MEP Engineer 3` NATURE CENTER BUILDING EX03 i1\ ; ,` t PPS,; G .F ° OLA ON THE LOWER LEVEL \ EX03 EX03 xo3 ------ \' i A) EX03 ` r i' F i % .' 03 /--- 0 00 SUMMIT LAKE DRIVE, � EX03 � � /' ' °� It \ PEB-31 _ 1 - `', SUITE 102 VALHALLA NY 10595 Ao /i' ------- - � AGE -.. r LPN 15 `\\ E° ��°� _—_--`>\=yF'.,} �- -, 1_- _ - 1 �`T: 914.919.3102 , ` J HANDHOLE. TYP. `. Exo It a `E\xo3 a \ \ LPEB 31 ��. • i ` ;' \'`. J EXB X03 I it i1 f r i ` �' i'' \ � � PEB Y• � Lighting Designer it \ �'` LUMEN �P -_ `, \ \ 108 EAST 16TH ST, 6TH FLOOR E • �F PANELBOARD ME. 10003 '__ `_ - /; ` � xo3 NEW YORK, NY TYP. Exo 2 T. 718.614.4502 . I r tr ---_-_-_- Cost Estimator , U \ \\ r o UG 2 \ \ 32 BROADWAY 8TH FLOOR t Fxo � 10004 T: U12.97R 0936 21 Vertical Transportation LERCH BATES b ar �° {y r{ n } } 1 �c k�e G EXO / '� 1430 BROADWAY SUITE 908 r �..._ NEW YORK NY 10018 4 2 E21 aka 4 AGE Flps/:?': :� T: 212.596.4690 , i w O �,�� O �r k r 'tall_. - SITE LIGHTING. TYP. Consulting Acoustic n SM&W4. , 275 MADISON AVE, 14TH FLOOR NEW YORK NY 10016 �(1t# tf�j�}7F.�r {��ft{,• ]} v�,� ,yam 1 T: 212.725.6800 Y Date Issue 4 12/20/24 100 /o CD SUBMISSION n 02/07/25 100% CD BID SET I , •.w _ /• 12/12/25 ISSUED FOR DEP - _ REVIEW r ^5 • 03/11/26 FINAL ISSUE FOR DEP REVIEW SOLAR POWERED LIGHTING FIXTURES. ,\ r SITE LIGHTING FIXTURE SCHEDULE SC ULE 1 EX01 FIXTURE MANUFACTURER CATALOG NUMBER WATTAGE VOLTS MOUNTING LUMENS REMARKS DESIGNATION t •t ----------------------------- EX01 SELUX DSCLS-R4-1-L65-30- 65/LED SOLAR POLE 6240 22' TALL, 3000K, SOLAR POWERED, POLE MOUNTED LED LIGHT. BATTERY-PANEL-8432- COORDINATE FINISH WITH ARCHITECT. PANEL ANGLE -FINISH REFER TO FLOOR PLAN FOR B IL EX01A SELUX DSC6L-R4-1-5G350- 63/LED UNV POLE 6303 22 TALL, 3000K, POLE MOUNTED LED LIGHT. COORDINATE U DING „1;r`' " 30-FINISH-UNV-HL30 FINISH WITH ARCHITECT. r� MOUNTED LIGHTING FIXTURE BRANCH CIRCUITRY. TYP. gffla fr EX01 B SELUX DSC6L-R5-1-5G350- 63/LED UNV POLE 6303 22' TALL 3000K, POLE MOUNTED LED LIGHT. COORDINATE �� r 30-FINISH-UNV-HL30 FINISH WITH ARCHITECT- Re:�oEl Lion I�urr�i� r - Exos - � Dc1�:e EX03 SPJ LIGHTING SPJ09-05 3/LED 120V BOLLARD 200 19", 2700K, LED BOLLARD. COORDINATE FINISH WITH ARCHITECT. I :1>• � �x Seal and Signature: EX04 Q-TRAN VERS-06-SW-3-30-WET- 3/FT UNV SURFACE 98 CRI, 3000K, SURFACE MOUNTED, WET LOCATION RATED, OF NEB/ E N C/T L- N /I S 1 - B W- C L S - STRIP LIGHT. COORDINATE LENGTH WITH NEW WORK LIGHTING w STD -STD -WIRE PLAN. FIN ISH-CL2-CC-FINISH- LENGTH-E i of T ' a 2 C? EX05 FIRST LIGHT PLB-102-FINISH-ASM- 10/LED SOLAR BOLLARD 450 35", 2700K, TYPE 3 DISTRIBUTION, SOLAR POWERED LED Aq�FEss�f �{r �• �� TECHNOLOGIES WW-04 BOLLARD. COORDINATE FINISH WITH ARCHITECT. DESIGN INTENT -LIGHTING CONTROL SYSTEM ELECTRICAL SITE LIGHTING FIXTURE SCHEDULE AND NEW WORK PLAN EXPIRATION DATE:05/31/2026 1.) LIGHTING CONTROL SYSTEM IS BASED ON N-LIGHT BY SENSOR SWITCH (FINN O'BRIEN (646) Sheet Title: 352-2188) OR APPROVED EQUAL. (OTHER ACCEPTABLE MANUFACTURERS ARE LUTRON & EX05A FIRST LIGHT PLB-102-FINISH-SYM- 10/LED SOLAR BOLLARD 450 35", 2700K, TYPE 5 DISTRIBUTION, SOLAR POWERED LED COOPER LIGHTING.) NORTH TECHNOLOGIES WW-04 BOLLARD. COORDINATE FINISH WITH ARCHITECT. � ELECTRICAL SITE FIELD WIRING/CONDUIT LEGEND LIGHTING FIXTURE 2.) LIGHTING CONTROL COMPONENTS SHOWN ARE FOR GENERAL DESIGN INTENT. ALL COMPONENTS AND WIRING ARE NOT SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EX06 LITHONIA WEDGE2LED-P1SW-30K- 10/LED UNV SURFACE 1200 90 CRI, 3000K, BUILDING MOUNTED LIGHT FIXTURE. NECESSARY COMPONENTS, WIRING (LINE AND LOW VOLTAGE) AND PROGRAMMING FORA 4-#10 & 1-#10 GND IN 1-1/2 C. LIGHTING 90CR1-VW-MVOLT-SRM- COORDINATE FINISH WITH ARCHITECT. SCHEDULE AND NEW FULLY OPERATIONAL SYSTEM. CONTRACTOR IS RESPONSIBLE FOR FULL DELEGATED DESIGN O2 2-#10 & 1-#10 GND IN 1"C. PIR-FINISH WORK PLAN OF SYSTEM BASED ON THE DESIGN INTENT INCLUDED ON THESE DRAWINGS. EX07 RBW LIGHTING LD-S-FINISH-2700-10- 8.8W 120 SURFACE 390 90CR1, 2700K, DECORATIVE BUILDING MOUNTED LED SCONCE 3.) THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE LIGHTING CONTROLS WITH TRIAC-120V LIGHT FIXTURE. LIGHT FIXTURES. Date: 05 April, 2024 4.) ALL LIGHT FIXTURE AND LIGHTING CONTROL SUBMITTALS SHALL BE SUBMITTED AT THE NOTES. Project No: NNAR0010.00 SAME TIME FOR APPROVAL. Dwg By: MP 1.) VERIFY ALL FIXTURE CATALOG NUMBERS FOR INTENDED APPLICATIONS WITH REQUIRED ACCESSORIES. 5.) LIGHT FIXTURES INDICATED AS EMERGENCY (EM) ON DRAWINGS SHALL CONTAIN AN 2.) ALL BALLASTS AND DRIVERS IN FIXTURES LOCATED OUTDOORS SHALL BE ZERO DEGREE RATED STARTING TEMPERATURE. REFER TO DRAWINGS FOR LOCATION OF FIXTURES. Chck By: KS EMERGENCY BACK-UP BATTERY WHERE POSSIBLE THE SHALL BE INTERNAL TO FIXTURE WITH 3.) ALL EXIT AND EMERGENCY FIXTURES SHALL BE FED FROM UNSWITCHED LEG OF ASSOCIATED LOCAL LIGHTING CIRCUITS. A VISUAL INDICATING CHARGE LAMP AND TEST SWITCH. 4.) IN THE EVENT THE CONTRACTOR CHOOSES TO SUBSTITUTE LIGHT FIXTURES FOR THOSE THAT ARE SPECIFIED ON THE LIGHT FIXTURE SCHEDULE, THE CONTRACTOR SHALL SUBMIT POINT-TO-POINT PHOTOMETRIC CALCULATIONS FOR ALL AREAS WHERE THE SUBSTITUTED FIXTURES ARE INDICATED TO BE INSTALLED ON THE DRAWINGS. THESE 6.) EXTERIOR MOUNTED LIGHT FIXTURES ARE TO BE CONTROLLED VIA PHOTOCELL AND TIME CALCULATIONS SHALL BE SUBMITTED ALONG WITH THE LIGHT FIXTURE SHOP DRAWINGS. 'lip CLOCK WITH MANUAL OVERRIDE SWITCHES. SP-8.00 -BOLLARD MOUNTED LIGHTS. -SITE POLE LIGHTS. -PATH/AREA LIGHTS. I -BUILDING MOUNTED LIGHTS. Pg No: 28of298 1/16/2023 7:25.21 PM TEATOWN LAKE ' V EXISTING DEER 1� �l EXCLOSURE AREA (NIC) 14 • l \\ r \\ l EXTENTS OF EXISTING LOT 000 , 37 . \ �.� EXISTING CAPTOR ENCLOSURES ® ( S t \ � r 1 i EXISTING RAPTOR ENCLOSURES s / M \ —T--—— -----— ---� --- ---� \ r'� I • \ I \ MAINTENANCE �. BUILDING • • q CROFT Pi 1 Po \ r v1 '�. CROFT • -- • " SCIENCE \ I CENTER I : I " EXISTING I MAINTENANCE BUILDING I I SIGNAGE SCHEDULE ROAD SIGNAGE SIGN TYPE DETAIL SYMBOL INFORMATION TO BE INCLUDED QTY. STANDARD SIZE 6 O PARKING 3 8 ACCESSIBLE PARKING 6 \v BUSES ONLY - NO IDLING 1 MAINTENANCE ACCESS ONLY 2 L-611 V2 PARK MOBILE 3 vs EDUCATION CENTER DROP OFF ONLY 1 v4 NATURE CENTER DROP OFF ONLY 1 UNKNOWN N/A TLR PARKING STANDARD 1 PEDESTRIAN WAYFINDING FINGER BOARD N/A FB TRAILHEAD AND DESTINATION ORIENTATION 8 EXISTING 3-PANEL STRUCTURE nnx EXISTING SITE INFORMATION 1 SITE ORIENTATION O MAP AND SITE INFORMATION 2 INTERPRETIVE SIGNAGE IDENTIFICATION SIGN N/A SUGAR SHACK 1 is2 CINDY'S GARDEN 1 ENTRANCE SIGN RL RAPTOR LOOP 1 L-5 HANDRAIL INTEGRATED SIGN 2 L-608 �s CROFT POND 1 ANIMAL DESCRIPTION PER ENCLOSURE 7 GARDEN SIGN @ EDUCATION CENTER N/A Rs GARDEN DESCRIPTION 2 EXISTING SIGNAGE EXISTING SIGN N/A Es N/A 1 NOTES: • FINAL CONTENT OF ALL SIGNS TO BE CONFIRMED BY TLR AND PROVIDED BY GECKO. • FINAL POST AND FOOTING DETAILS WITH THE EXCEPTION OF REGULATORY SIGNS ARE TO BE PROVIDED BY GECKO. 0 25' 50' 100, Scale: 1" = 50'-0" Z Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: .ITECTS, I; 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: SITE SIGNAGE PLAN Date: 07 February, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-8.01 Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 3/18/2026 12:01 PM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-9.00 EROSION & SEDIMENT CONTROL PLAN PLT.DWG SEDIMENT TRAP VOLUME (3600 cf / acre) Number Drainage Area Min. Volume Basin Area Volume Provided Effective Depth (ac) (cf) (sf) (cf) (ft) ST-1 0.41 1476 1,795 1795 1.0 ST-2 0.20 720 922 922 1 ST-3 0.53 1908 1221 1954 1.6 ST-4 0.10 360 990 990 1.0 ST-5 0.06 216 449 449 1.0 ST-6 0.23 828 520 832 1.6 ST-7 0.32 1152 763 1221 1.6 ST-8 0.18 648 1,160 1160 1.0 ST-9 0.62 2232 1,308 2354 1.8 ST-10 0.26 936 876 964 1.1 ST-11 0.30 1080 603 1085 1.8 ST-12 0.23 828 984 984 1 ST-13 0.31 1116 637 1147 1.8 ST-14 1 0.14 504 1 755 1 755 1 1 'e\ / n _ , t 0� ♦ � t I ♦ ♦ s� >c / ■ n , �c� c�° r 1 r „ �,� 9 ♦ ' _ �� 11 r (� 11♦ �♦ ♦ I, �F tj l PWIA si r' 0� \ INLET PROTECTION, ■ ■ ■ ■ ■�•• ■ M� 1 TYP. _ 'z Mason■ �\ *■■■ s ■■� ■� / , 1 41P, _ Nunn �1 mass , z r a M .. � MATERIAL STORAGE AREA --'- , �"w •' `�" 1 TEMPORARY . •11y. ♦• ) A \ ,,...o aa,-,, o�daaaa' ;r,.0 ' aoaoaooaaacr:,.aycor'o Ca oa0o• 0a a , TYP. 0 � oaatasa / � "-W.. ,■.. ,■ ■�^.x CONSTRUCTION STAGING SEDIMENT .■ a' TRAP, TYP. aoac 000 ,", aaa raooe> ��,,,,, °, ¢ I � ,._ _... �'� `' •. • 5 p \ l:aaos 1 c r�aa00 o a o o f :. t. '; • „.. \ ... .,. , .. - Cp? ,:, aR+A O p a a a a,p a a O a V a Cm .. q. ',.,':'�, . ,,,^^^ '""'°"•e. ;'., "".�.--..°•aq! '". ., 0 r00000 aaan 0000, us,, �, p p `3 �'✓ , _ 4 O aaea afJ 4,4a aoa y6w "fJ .+R" , " ,"a._ .• i„ r.....,. `". ,.�, «,:.y""'I"` ,\ - • SEDIMENT TRAP � � redo ooaa a©000aa. zs�a � ' : ,..,,.,, 5� � ■ � � � /��.,�... •, \ � ti' ■ .,\\ :....-..._.":...\,,.., .,,.a ., Heads ; a `` TEMPORARY STOCKPILE, . SPILLWAY TYP. `ti 'a aaa� styy1;'„ \ ,,..-`'.�.....:f_aaa r:rv.;Y• .MP r ,.: \, $::.,, _:::. ; ,,.,'.. ';�C--,,,..,.,9'.. TYP..` nk,.,.. .. w +I . �'` y\ ■ m•,. _ �,;,' \ ,�,. .;,,; ,.'> _. . , /- 1/■ � o '� ,." _ .... ram, � � v, w NN ,M • ,„ ohs ,.. .- , 1 ,, �"ti..... .° �.,�r , r. � ; � I + + + + � ,� ,, � I . ; w , .- .. v _ / I l "131ALL TEMPORARY FAIN -LINK FENCING PROTECT EXISTING JBSURFACE SEWAGE SPOSAL SYSTEM TREE STAGING AREA, TYP. + NSTALL TEMPORARY ■. . ., ., '�CONSTRUCTION + ' FENCING AROUND ' + PROP. INFILTRATION � �I BASINS y 1 \ l e ♦ , _, _ _w TEMPORARY , ' �•, h. `: I NC TYP. e. .�� r > SILT FENCE, i" STABILIZED off:. \ 1�%' \ ,f'F, _ CONCRETE ;. `---�....� '«_. TEMPORARY � CONSTRUCTION 4 + WASH STATION / \ , SWALE, TYP. ENTRANCE TYP. 11 a \, '''"��" RELOCATE AS k ith -11 / f\ I 1 +,. � -° NEEDED) \ \,.`,, SEDIMENT TRAP SPILLWAY, TYP. n ,F n CHAIN LINK FENCE , — \ j `•, �,.� ! .• / TYP.17 TEMP. CONTRACTOR -.-/ \ ,,. —I'so r �, . , "� ♦;' . . . h TRAILER`..I w V o. ♦ - b_- ■off �!1>_. via . ♦♦ STABILIZED o CONSTRUCTION ENTRANCE, TYP. �n ----yt,�.---------------------------------------� I INSTALL TEMPORARY I " ♦�/` // CONSTRUCTION FENCING AROUND PROPOSED INFILTRATION SYSTEMS ++ + + + + + I y + + + + cl+ + + +' + +t++ + I +M1 M1 �I ♦ I 1 I tct7++.,+ y / + i + +717 A K+ _ M , TEMPORARY w - TYP o o 1 .a 1 I 4#1� - .� II I � I I \_ INSTALL TEMPORARY ( ' \�`------ •-�---- -- CONSTRUCTION---- — — — — --———— — — — /-I � ' FENCING UPON DEMOLITION OF / EXISTING CONCRETE � ' \— SLAB � � SEDIMENT TRAP SPILLWAY, TYP. / TEMPORARY SEDIMENT TRAP, TYP. jow, ■ ■ INSPECTION AND MAINTENANCE (I&M) SCHEDULE CONSTRUCTION EROSION & SEDIMENT CONTROL (E&SC) BEST MANAGEMENT PRACTICES (BMPs) FREQUENCY OF INSPECTION (BY BMP TO BE INSPECTED MAINTENANCE ACTION ITEMS (SEE ALSO SWPPP SECTION 5.3) THE TRAINED CONTRACTOR) SILT FENCE DAILY AND AFTER EACH RAIN EVENT REMOVE ACCUMULATED SEDIMENT BEHIND FENCE AT A HEIGHT OF ONE-THIRD OR GREATER OF THE FENCE HEIGHT DUST CONTROL DAILY APPLY WATER BY SPRINKLER OR WATER TRUCK AS NECESSARY DURING GRADING OPERATIONS STABILIZED CONSTRUCTION DAILY AND AFTER EACH RAIN EVENT PROVIDE TOP DRESSING OF ADDITIONAL AGGREGATE AS REQUIRED AND/OR REMOVE EXCESS SEDIMENT TO PREVENT ACCESS FLOWING/TRACKING ONTO THE ROW. STONE AND BLOCK INLET DAILY AND AFTER EACH RAIN EVENT REMOVE SEDIMENT BEHIND THE PERIMTER FILTER STONE WHEN ACCUMULATED TO A HEIGHT OF 50 PERCENT OR PROTECTION GREATER OF THE FILTER STONE'S ORIGINAL DEPTH. EROSION CONTROL BLANKETS DAILY AND AFTER EACH RAIN EVENT USED WITH HYDROSEEDING. MUST BE BIODEGRADABLE CONCRETE TRUCK WASHOUT DAILY AND AFTER EACH RAIN EVENT PUMP ACCUMULATED RAINWATER OVER HARDENED CONCRETE TO A STABILIZED AREA; REMOVE AND DISPOSE ACCUMULATED, HARDENED MATERIAL WHEN 75% OF STRUCTURE CAPACITY IS FILLED; PUMP EXCESS WASH WATER INTO A CONTAINMENT VESSEL FOR PROPER, OFFSITE DISPOSAL; REPLACE PLASTIC LINER WITH EACH CLEANING. SOIL STOCKPILING DAILY USE SILT FENCE OR STRAW BALES AT BASE. SEED/MULCH STOCKPILE AFTER 2 WEEKS OF INACTIVITY SOIL STABILIZATION DAILY AND AFTER EACH RAIN EVENT INITIATE/REAPPLY MEASURES IN ACCORDANCE WITH APPLICABLE CONDITIONS (TEMPORARY, WINTER, PERMANENT) MEASURES AND THE SPECIFICATIONS IN NY SOIL EROSION AND SEDIMENT CONTROL NOTES 11 THROUGH 14 ON DRAWING S P-9.01. TEMPORARY CONSTRUCTION AFTER EACH RAIN EVENT STABILIZED WITHIN 2 DAYS OF INSTALLATION DITCH CHECK DAMS AFTER EACH RAIN EVENT SEDIMENT ACCUMULATED BEHIND THE DAM SHALL BE REMOVED AS NEEDED TO PROVIDE UNIMPEDED FLOWAND RESUSPENION OF SEDIMENTS DURING LARGE FLOW EVENTS EXCAVATION DEWATERING AFTER EACH RAIN EVENT WATER WILL BE PUMPED OUT AT A STUDY RATE INTO AN ENERGY DISSIPATER/ SEDIMENT FILTRATION DEVICE GEOTEXTILE FILTER BAG DAILY/ AFTER EACH RAIN EVENT FILTER BAG WILL BE CONSIDERED FULL AT 75% OF ORIGINAL VOLUME. DISPOSE OF CONTENTS BY CUTTING OPEN THE SILT BAG AND SPREADING CONTENTS IN AN APPROVED UPLAND AREA. SEED AND MUCH AREA SEDIMENT TRAP DAILY/ AFTER EACH RAIN EVENT SEDIMENT REMOVED AND TRAP RESTORED TO ORIGINAL DIMENSIONS. TRAP CONSIDERED FULL AT 50% OF THE DESIGN DEPTH. CONSTRUCTION STAGING AND PARKING AREA, TYP. STABILIZED CONSTRUCTION ENTRANCE. CHAIN LINK FENCE, TYP. 0,aa �- - CITY OF NEW YORK DEPT. OF ENVIRONMENTAL PROTECTION BUREAU OF WATER SUPPLY REGULATORY AND ENGINEERING PROGRAMS APPROVED SEE FIRST PAGE FOR DATE AND SIGNATURE SCALE: 1 " = 40' Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: nARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614,4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 10/4/24 For Planning Board Review 12/20/24 100% CD Issue 02/07/25 100% CD Bid Set 03/12/25 Planning Board Resubmission 05/23/25 100% CD Rev 1 IFC 06/16/25 Issued for NYCDEP Review 10/07/25 Issued for NYCDEP Review 10/15/25 100% CD Rev 2 IFC 12/12/25 Issued for NYCDEP Review 01 /30/26 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: EXPIRES 7/31/26 Sheet Title: EROSION & SEDIMENT CONTROL PLAN Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG Pg No: SPM9000 PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 12/17/2025 2:33 PM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023-YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-9.01 ESC DETAILS PLT.DW I- - I STABILIZE ENTIRE PILE WITH VEGETATION OR u 2SLOPE OR LESS COVER W W W 1 W �. W W W W W W W W W W W W W W W W W W 1' W W W W 4, W W W W �. W v' W ,y, , W W W W W v' W W ` v W W W W W W W W W W •y w v W �, W W W W W w W W W W W w W W W W W W W W W W W WW W W W W W W W`+ W W MIN W W W W W WWv' v W W W W WWWWWWWWwW W W W WWWWW WW W W W WW W W W WWWW W W WJ'WW WWYW Molt TRAWBALES OR SILTFENCE INSTALLATION NOTES 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1.2. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED AS NOTED. 4. TEMPORARILY STABILIZE AS NOTED IN SPECIFICATIONS. SOIL STOCKPILING SCALE: N.T.S. - CONSTRUCTION OPERATIONS SHOULD BE SCHEDULES TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ONE TIME. - BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. - TEMPORARY OR PERMANENT STABILIZATION MEASURES SHALL BE INSTALLED. A. NON -DRIVING AREAS THESE AREAS USE PRODUCTS AND MATERIALS APPLIED OR PLACED ON SOIL SURFACES TO PREVENT AIRBORNE MIGRATION OF SOIL PARTICLES. 1.VEGETATIVE COVER FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF DUST CONTROL. 2.MULCH (INCLUDING GRAVEL MULCH) MULCH OFFERS A FAST EFFECTIVE MEANS OF CONTROLLING DUST. THIS CAN ALSO INCLUDE ROLLED EROSION CONTROL BLANKETS. B. DRIVING AREAS THESE AREAS UTILIZE WATER AND BARRIERS TO PREVENT DUST MOVEMENT FROM THE TRAFFIC SURFACES INTO THE AIR. 1. SPRINKLING THE SITE MAY BE SPRAYED WITH WATER UNTIL THE SURFACE IS WET. THIS IS ESPECIALLY EFFECTIVE ON HAUL ROADS AND ACCESS ROUTES. 2. BARRIERS WOVEN GEOTEXTILES CAN BE PLACED ON THE DRIVING SURFACE TO EFFECTIVELY REDUCE DUST THROW AND PARTICLE MIGRATION ON HAUL ROADS. STONE CAN ALSO BE USED FOR CONSTRUCTION ROADS FOR EFFECTIVE DUST CONTROL. 3. WINDBREAK A SILT FENCE OR SIMILAR BARRIER CAN CONTROL AIR CURRENT A INTERVALS EQUAL TO TEN TIMES THE BARRIER HEIGHT. PRESERVE EXISTING WIND BARRIER VEGETATION AS MUCH AS PRACTICAL. MAINTENANCE MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS ARE STABILIZED DUST CONTROL NOTES I' B 2:1 SLOPE OR FLATTER �\ �- 2:1 SLOPE OR FLATTER < STABILIZATION AS REQUIRED. �- ON STEEP SLOPES EXCAVATE GRADE LINE TO PROVIDE REQUIRED FLOW WIDTH AT FLOW DEPTH. DIKE A DIKE B (5 AC. OR LESS) (5-10AC.) A - DIKE HEIGHT 18" 36" CUT OR FILL SLOPE �/ B - DIKE WIDTH 24" 36" CROSS SECTION C - FLOW WIDTH 48" 60" NOT TO SCALE D - FLOW DEPTH 8" 15" POSITIVE DRAINAGE -GRADE SUFFICIENT TO DRAIN CUT OR FILL SLOPE CONSTRUCTION SPECIFICATIONS 1. ALL DIKES SHALL BE COMPACTED BY EARTH -MOVING EQUIPMENT. 2. ALL DIKES SHALL HAVE POSITIVE DRAINAGE TO AN OUTLET. 3. TOP WIDTH MAY BE WIDER AND SIDE SLOPES BE FLATTER IF DESIRED TO FACILITATE CROSSING BY CONSTRUCTION TRAFFIC. 4. FIELD LOCATION SHOULD BE ADJUSTED AS NEEDED TO UTILIZE A STABILIZED SAFE OUTLET. 5. EARTH DIKES SHALL HAVE AN OUTLET THAT FUNCTIONS WITH A MINIMUM OF EROSION. RUNOFF SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN WHERE EITHER THE DIKE CHANNEL OR THE DRAINAGE AREA ABOVE THE DIKE ARE NOT ADEQUATELY STABILIZED. EARTH DIKE SCALE: N.T.S. 3 6• i I l-III=1 i ii r- �l I i�i i I - -I 11=1 I' I,-I\I"I-1 11-1 11 I-, 1 I_- =1 .7 STAPLES PER SO YD 4:1 SLOPES 3• - 6' - x 1.2 STAPLES PER SO YD 3:1 SLOPES 2' 17-x 4• x I .75 STAPLES PER SD YD I-1 I-j �I -1 I•II•�II I �I I I-1 I-1 I I 2:1 SLOPES DIAGRAM OA DIAGRAM © DIAGRAM © DIAGRAM �D INSTALLATION GUIDELINES 1. PREPARE THE SOIL SURFACE INCLUDING RAKING, SEEDING, AND FERTILIZING. 2. BEGIN THE INSTALLATION PROCESS BY DIGGING A TRENCH 6" DEEP BY 6" WIDE AT THE TOP OF THE SLOPE. PLACE 12" OF BLANKET OVER THE UP -SLOPE PORTION OF THE TRENCH. SECURE THE BLANKET ATTHE BOTTOM OF THE TRENCH WITH STAPLES PLACED 12" APART. BACKFILLAND COMPACTTHE TRENCH. APPLY SEED AND FOLD THE REMAINING 12" OF BLANKET OVER SOIL, SECURE WITH A ROW OF STAPLES PLACED 12" APART ACROSS THE WIDTH OF THE BLANKET. (SEE DIAGRAM A) 3. ROLL THE BLANKET VERTICALLY DOWN THE SLOPE. SECURE USING THE APPROPRIATE STAPLE PATTERN SHOWN HEREON SPECIFIED BY SLOPES. 4. PARALLEL BLANKETS MUST BE OVERLAPPED BY A MINIMUM 4" AND SECURED WITH A ROW OF STAPLES PLACED APPROXIMATELY T-0" APART. (SEE DIAGRAM B) 5. ADDITIONAL VERTICAL BLANKETS CAN BE JOINED USING A MINIMUM 4" OVERLAPPING IN THE DIRECTION OF WATER FLOW. CONNECTTHE BLANKETS BY USING STAPLES APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. (SEE DIAGRAM C) 6. FOR MAXIMUM PERFORMANCE A CHECK SLOT SHOULD BE PLACED AT 25'-40' INTERVALS. A 6" DEEP BY 6" WIDE TRENCH IS MADE. THE BLANKET IS PLACED AT THE BOTTOM OF THE TRENCH AND COVERED WITH APPROXIMATELY 2" OF SOIL. THE BLANKET IS ROLLED OVER COMPACTED SOIL AND SECURED WITH STAPLES PLACED 4" APART. A SECOND ROW SHOULD BE PLACED 4" BELOW IN A STAGGERED PATTERN. BACKFILL AND COMPACT THE TRENCH. APPLY SEED AND CONTINUE WITH GENERAL INSTALLATION. (SEE DIAGRAMS D & E) 7. THE END OF BLANKET MUST BE SECURED IN A 6" X 6" TRENCH WITH A ROW OF STAPLES PLACED AT 12" INTERVALS. (SEE DIAGRAM F) ROLLED EROSION CONTROL MAT SCALE: N.T.S. 10 WOVEN WIRE FENCE (MIN. 14 GAUGE 36" MIN. LENGTH FENCE W/ MAX. 6" MESH POSTS DRIVEN MIN. 16" SPACING) INTO GROUND. I 10' MAX. C. TO C. 36" MIN. FENCE POST WOVEN GAUGE W/ MAX. 6" MESH No SPACING) WITH FILTER CLOTH CID FLOW - EXIST. COMPACTED SOIL - �� i v GRADE EMBED FILTER CLOTH SIIL18"MFIENCE A MIN. OF 6" IN GROUND. z ABOVE GRADE. 4 PERSPECTIVE VIEW UNDISTURBED GROUND CONSTRUCTION SPECIFICATIONS SECTION VIEW 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE THE SILT FENCE INSTALLATION SHALL BE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE COORDINATED WITH THE CONSTRUCTION SHALL BE WOVEN WIRE, 14 GAUGE, 6" MAXIMUM MESH OPENING. PHASING. THE MAXIMUM ALLOWABLE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SLOPE LENGTHS BETWEEN SILT FENCES SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH PLACED ON SLOPE ARE: SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. SLOPE MAX. SLOPE LENGTH 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR 2:1 5T APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 3: 1 50 REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 4: 1 75 5: 1 100 OR FLATTER SILT FENCE SCALE: N.T.S. 3' MIN. OFF -DAM EMERGENCY FLOOD POOL 1 TOP OF DAM SPILLWAY CREST � � _ � WWI yW y . s , �� FREEBOARD 1.0'MIN. CREST ELEV. , ,� III 1.0'MIN• I 2 iH 2ELEV. -Hjl 11 ) 2.O'MIN. CUTOFF TRENCH 4.0'MIN. /WI NGTH STABILIZED DTH OUTLET PRINCIPAL SPILLWAY PROFILE NOT TO SCALE MAXIMUM DRAINAGE AREA = 100 ACRES ELEVATION OF �i�- TOP OF DAM 20' LEVEL BOTTOM WIDTH FLOOD POOL = FREEBOARD 1.0'MIN. PORTIPQQ G �NEL/ ELEV. APPROACH b S= FLOW G�PQE', S�OpE\ CHANNEL / EXIT SECTION `.'--BERM LEVEL SECTION EXIT SECTION J 20'MINIMUM EMBANKMENT PROFILE ALONG C OF SPILLWAY 1.5 NOT TO SCALE 311 BOTTOM WIDTH 1 3 MIN. EMERGENCY SPILLWAY PLAN VIEW = NOT TO SCALE CROSS SECTION AT CONTROL SECTION NOT TO SCALE CONSTRUCTION SPECIFICATIONS: 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED AND STRIPPED OF ANY VEGETATION AND ROOT MAT. 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER -SIZED STONES, ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED. 3. VOLUME OF SEDIMENT STORAGE SHALL BE 3600 CUBIC FEET PER ACRE OF CONTRIBUTORY DRAINAGE. 4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 5. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED. 7. THE STRUCTURE SHALL BE REMOVED AND AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 8. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER; CUT SLOPES 1 : 1 OR FLATTER. 9. FOR SEDIMENT TRAPS AREA AND EFFECTIVE DEPTH SEE THE SEDIMENT TRAP VOLUME TABLE ON DRAWINGS SP-9.01, AND CS-1.01 - CS1.04. SEDIMENT TRAP DETAIL SCALE: N.T.S. �. 21)' MN. W11011I yJt2j}'�' tg SECTION � SUI1(1KAU1 R IAHRC PLAN NOTES: 1. STONE SIZE - USE MIN. 3" STONE. 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 75 FEET. 3. THICKNESS - 12" 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH OF DRIVE AT POINTS WHERE INGRESS OR EGRESS OCCUR. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD COMPACTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT. 8. WASHING - PRIOR TO LEAVING THE SITE VEHICLES' WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT. WASHING WATER SHALL BE DIRECTED TO A SEDIMENT TRAP. STABILIZED CONSTRUCTION ENTRANCE SCALE: N.T.S. ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE 2 RE -BAR, STEEL PICKETS, OR 2" * 2" STAKES 1 1 2' TO 2' IN GROUND FLOW �l WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR , M, FLOW t=Lam 4" DEPTH EMBEDDING DETAIL INSTALLATION NOTES 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4". 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BAR ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. HAY BALES SCALE: N.T.S. DUMP STRAP- 1" REBAR FOR - BAG REMOVAL FROM INLET SEDIMENT - CONTROLBAG "SILTSACK" OR EQUAL INLET SEDIMENT CONTROL DEVICE - SILT SACK BAG DEPTH TO TOP OF PIPE 2 EACH DUMP STRAPS EXPANSION RES- (1/4" NYLON ROPI WASHERS) NOTES: THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. FOR NON-STANDARD CATCH BASINS AND INLETS, THE CONTRACTOR SHALL MEASURE DIMENSIONS IN THE FIELD AND ORDER THE APPROPRIATE SIZE(S). THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF HIGH FLOW DESIGN AS PER THE MANUFACTURER'S SPECS. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED A MINIMUM ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. FILTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT REMAINS ON SITE. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT APPROVED. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS, SIZE OF FILTER INLET SACK TO BE DETERMINED BY MANUFACTURER. THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF FULL. SILT SACK INLET PROTECTION SCALE: N.T.S. INSTALLATION DETAIL BAG DETAIL �-� - TEMPORARY WIRE DEWATERING CONCRETE SEDIMENT POOL `- DEWATERING - _ SCREEN 1,•.. 0 00 oe o °p a m �ro� & eb°ate°o --1� 1'MIN. __ ----- .. -.__.. ..-- ----- 16„ -ao q, dea a �°m� 0 2'MAX. _ ;g°� 2:1 SLOPE { ...- �- GRAVEL FILTER -IIII=IIII - 11=IIII a DROa STONE & BLOCK PLAN VIEW I- - =)III=_ e a 2" WITH GATEINLET I W= SEDIMENT STONE & BLOCK DETAIL TEMPORARY /-SEDIMENT POOL VMIN. 2:1 SLOPES\ o �� 3:1 SLOPE OIPTIONAL 2'MAX. o o -1'-r, FINE GRAVEL FACE - IIII�-7 II -II (1'MIN. THICKNESS) I-IIII- -IIII IIII 3" STONE IIII- a a "DOUGHNUT" DETAIL CONSTRUCTION SPECIFICATIONS: 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST THE INLET FOR SUPPORT. 2. HARDWARE CLOTH OR z' WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL 2' - 4 INCH SIZE PLACED 2 INCHES BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. BLOCK AND STONE INLET PROTECTION SCALE: N.T.S. NEW YORK SOIL EROSION AND SEDIMENT CONTROL NOTES 1. SOIL EROSION AND SEDIMENT CONTROL (E&SC) MEASURES/PRACTICES MUST BE INSTALLED IN ACCORDANCE WITH NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (BLUE BOOK), LATEST REVISION, AND PART 11.13 OF THE NYSDEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY, PERMIT NO. GP-0-25-001. 2. THE OWNER/OPERATOR, CONSTRUCTION MANAGER, CONTRACTOR, AND/OR OTHER REPRESENTATIVE MUST NOTIFY THE NYCDEP AND THE DESIGNATED MS4 OFFICIAL AT LEAST 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY LAND DISTURBANCE ACTIVITY, SO THAT INSPECTIONS CAN BE SCHEDULED BY THE NYCDEP. 3. E&SC MEASURES/PRACTICES, AS COORDINATED WITH THE PHASING/TIMING OF PROJECT CONSTRUCTION, MUST BE INSTALLED IMPLEMENTED IN ACCORDANCE WITH THE CONSTRUCTION SEQUENCE NOTES ON THE DRAWINGS AND/OR AS SPECIFIED IN THE SWPPP. E&SC DEVICES/PRACTICES MUST BE INSTALLED BY THE CONTRACTOR AFTER VEGETATIVE CLEARING OPERATIONS AND PRIOR TO ANY GRADING OR OTHER MAJOR SOIL DISTURBANCE. 4. THE CONTRACTOR MUST CONFINE SOIL DISTURBANCE ACTIVITIES TO THE AREAS CONTAINED WITHIN THE LIMITS OF CONSTRUCTION WORKSPACE/LIMITS OF PROJECT DISTURBANCE SHOWN ON THE PLANS. SUCH ACTIVITY SHALL GENERALLY CONSIST OF, BUT NOT BE LIMITED TO: CLEARING; GRUBBING; ROW AND TEMPORARY CONSTRUCTION WORKSPACE DEMOLITION, EARTHWORK AND GRADING; UTILITY TRENCH EXCAVATION; BACKFILLING; HYDROSTATIC TESTING; AND SITE RESTORATION AND STABILIZATION. 5. THE TRAINED CONTRACTOR (AS DEFINED IN GP-0-25-001) MUST INSPECT THE E&SC DEVICES/PRACTICES AND POLLUTION PREVENTION MEASURES BEING IMPLEMENTED WITHIN ALL WORK AREAS (ACTIVE AND INACTIVE) DAILY UNTIL EITHER TEMPORARY OR PERMANENT STABILIZATION HAS BEEN ACHIEVED, TO ENSURE THAT THEY ARE BEING MAINTAINED IN AN EFFECTIVE OPERATING CONDITION AT ALL TIMES. 6. THE CONTRACTOR/SUBCONTRACTOR MUST IMPLEMENT CORRECTIVE ACTIONS TO ADDRESS DEFICIENCIES REPORTED BY THE INSPECTOR(S), NYCDEP AND/OR DESIGNATED MS4 OFFICIAL AS FOLLOWS: a. IF THE CORRECTIVE ACTION DOES NOT REQUIRE ENGINEERING DESIGN - BEGIN CORRECTIVE ACTIONS WITHIN ONE (1) BUSINESS DAY, AND COMPLETE THE ACTIONS WITHIN FIVE (5) BUSINESS DAYS. b. IF THE CORRECTIVE ACTION REQUIRES ENGINEERING DESIGN - BEGIN THE ENGINEERING DESIGN PROCESS WITHIN FIVE (5) BUSINESS DAYS, AND COMPLETE THE CORRECTIVE ACTION(S) IN A REASONABLE TIME FRAME BUT NO LATER THAN WITHIN 60 CALENDAR DAYS. 7. THE CONTRACTOR/SUBCONTRACTOR MUST BE PREPARED, IN ACCORDANCE WITH NOTE NO. 10 BELOW, TO IMPLEMENT ADDITIONAL AND/OR INTERIM DRAINAGE CONTROLS AND E&SC MEASURES/PRACTICES AS MAY BE NECESSARY DURING THE COURSE OF CONSTRUCTION, IN ACCORDANCE WITH THE CONDITIONS AND TIME FRAMES STATED IN NOTE NO. 7 ABOVE. 8. THE CONTRACTOR/SUBCONTRACTOR MUST MAKE AVAILABLE ONSITE ALL EQUIPMENT, MATERIALS AND LABOR NECESSARY TO EFFECT EMERGENCY E&SC AND DRAINAGE IMPROVEMENTS WITHIN TWENTY-FOUR (24) HOURS OF ANY IMPENDING EMERGENCY SITUATION. 9. SOIL E&SC MEASURES/PRACTICES MUST BE MAINTAINED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL FINAL ACCEPTANCE OF THE SITE WORK BY THE ENVIRONMENTAL INSPECTOR(S) AND/OR NYCDEP. UPON CERTIFICATION OF FINAL ACCEPTANCE, THE OWNER/OPERATOR SHALL ASSUME RESPONSIBILITY FOR THE CONTINUED MAINTENANCE OF PERMANENTLY RESTORED AREAS. 10. THE ENVIRONMENTAL/E&SC INSPECTOR(S), NYCDEP, AND/OR DESIGNATED MS4 OFFICIAL MAY REQUEST THE INSTALLATION OF ADDITIONAL MEASURES TO MINIMIZE THE POTENTIAL FOR ONSITE OR OFFSITE EROSION AND/OR SEDIMENTATION CONDITIONS OCCURRING DURING CONSTRUCTION. 11. TEMPORARY SOIL STABILIZATION - IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY CEASED AND IS NOT SUBJECT TO CONSTRUCTION TRAFFIC, APPLICATION OF THE BELOW MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE MEASURES SHALL BE DONE IN ACCORDANCE WITH THE BLUE BOOK, AS FOLLOWS: a. FERTILIZER: FERTILIZER OR LIME WILL NOT BE USED. b. SEED: ANNUAL RYE, WHICH SHALL INCLUDE EITHER ANNUAL RYEGRASS (LOLIUM PERENNE SSP. MULTIFLORUM) APPLIED AT THE RATE OF 30 LBS./ACRE, OR WINTER RYE. C. MULCH: SMALL GRAIN STRAW MULCH APPLIED AT A RATE OF 90-LBS/1000 S.F. OR 2 TONS/ACRE, OR EQUIVALENT, TO BE APPLIED AND ANCHORED ACCORDING TO THE NYS STANDARDS OR AS SPECIFIED ON THE DRAWINGS. d. PAVED AREAS: ARE CONSIDERED STABILIZED AFTER PLACEMENT AND COMPACTION OF PAVEMENT SUBBASE/BEDDING MATERIAL. e. STEEP SLOPES: IN ACCORDANCE WITH NOTE NO. 14 BELOW. 12. WINTER STABILIZATION - IF WEATHER OR OTHER CONDITIONS AFTER OCTOBER 15 CAUSE INTERRUPTION OF CONSTRUCTION OR RESTORATION ACTIVITY AND PREVENT THE ESTABLISHMENT OF TEMPORARY COVER/STABILIZATION PER NOTE NO. 11 ABOVE, ONE OF THE FOLLOWING MEASURES MUST BE IMPLEMENTED UNTIL TEMPORARY VEGETATIVE OR FINAL RESTORATION MEASURES CAN BE COMPLETED: a. SEED WITH 1.67 BUSHELS PER ACRE (100 LBS/ACRE) OF CERTIFIED'AROOSTOOK' WINTER RYE (CEREAL RYE). MULCH THE ROW AT 3.0 TONS PER ACRE WITH WHEAT STRAW. b. APPLICATION OF HYDROMULCH/SOIL STABILIZERS - SHALL BE CLASS IV, TYPE A - BONDED FIBER MATRIX (BFM) OR TYPE C - FLEXIBLE GROWTH MEDIUM (FGM) AS SPECIFIED IN SECTION 713-07 OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS 13. PERMANENT SOIL STABILIZATION - IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY CEASED AND IS NOT SUBJECT TO FURTHER DISTURBANCE OR CONSTRUCTION TRAFFIC, THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN SEVEN (7) DAYS FROM THE DATE OF FINAL GRADING (INCLUDING SPREADING OF STOCKPILED TOPSOIL). FINAL STABILIZATION MEASURES SHALL BE APPLIED AS FOLLOWS: a. COMPOST AND ADD SOIL PH MODIFIERS: COMPOST AND PH MODIFIERS WILL BE APPLIED IN ACCORDANCE WITH THE SOIL RESTORATION SPECIFICATIONS IN THE BLUE BOOK OR AS INDICATED ON THE DRAWINGS, AND IN ACCORDANCE WITH THE SWPPP. b. SEED MIXTURE AND MULCH: PERMANENT STEEP SLOPES SEED MIX AS SPECIFIED ON THE PROJECT LANDSCAPE/PLANTING PLAN (BY OTHERS), TO BE PLANTED BETWEEN MARCH 15 AND MAY 15, OR BETWEEN AUGUST 15 AND OCTOBER 15 (PREFERRED). MULCH SHALL BE SMALL GRAIN STRAW AT A RATE OF 90-LBS/1000 S.F. OR 2 TONS/ACRE, TO BE APPLIED AND ANCHORED ACCORDING TO THE MULCH STANDARDS AND SPECIFICATIONS IN THE BLUE BOOK. C. TREES, SHRUBS, AND PLANTS WITH MULCH: TO BE PLANTED AS SPECIFIED AND DETAILED ON THE PROJECT LANDSCAPE/PLANTING PLAN (BY OTHERS). MULCH SHALL BE SHREDDED CEDAR BARK AS APPROVED BY THE LANDSCAPE ARCHITECT, SPREAD AT A THICKNESS OF 2 OR 3 INCHES WHERE SPECIFIED ON THE PROJECT LANDSCAPE/ PLANTING PLAN. d. UNTIL PERMANENT STABILIZATION IS ACHIEVED (I.E. MINIMUM 80% DENSITY OF VEGETATIVE AND/OR HARDSCAPE COVER), CONSTRUCTION WORK AREAS WILL BE SUBJECT TO A CONTINUED INSPECTION AND MAINTENANCE PROGRAM AS SPECIFIED IN THE DRAWINGS AND/OR SWPPP. FOR AREAS WHERE ESTABLISHMENT OF VEGETATION IS UNSUCCESSFUL IN THE FIRST GROWING SEASON AFTER SEEDING, PH AND ORGANIC MATTER LEVELS SHALL BE CHECKED USING LAB ANALYSIS TO DETERMINE IF ADDITIONAL MODIFIERS ARE NEEDED PRIOR TO RE -SEEDING. 14. CUT OR FILL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3HAV), AND AREAS OF SOILS WITH SEVERE EROSION POTENTIAL WHERE INDICATED ON THE PLANS MUST BE STABILIZED IMMEDIATELY AFTER GRADING, AND AFTER COMPLETION OF DAILY CONSTRUCTION ACTIVITIES AS DIRECTED BY THE ENVIRONMENTAL/E&SC INSPECTOR(S), WITH A TEMPORARY COVER OF STRAW MULCH OR EQUIVALENT AT A RATE OF 3 TONS/ACRE (SEE THE MULCH STANDARDS AND SPECIFICATIONS IN THE BLUE BOOK) OR WITH EROSION CONTROL MATTING (BLANKETS). 15. PAVED ROADWAYS MUST BE KEPT CLEAN ATALL TIMES USING MANUAL AND/OR MECHANICAL SWEEPING MEASURES. 16. CATCH BASINS/DRAIN INLETS AS SHOWN ON THE PLANS, OR AT OTHER LOCATIONS AS DIRECTED BY THE ENVIRONMENTAL/E&SC INSPECTOR, MUST BE PROTECTED ACCORDING TO THE METHODS SHOWN ON THE E&SC DETAIL SHEETS OR IN THE BLUE BOOK PRIOR TO THE START OF CONSTRUCTION. STORM DRAINAGE OUTLETS SHALL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL. 17. CONSTRUCTION FENCING MUST BE USED TO PROTECT EXISTING TREES TO REMAIN, AND OTHER SENSITIVE AREAS (WITH SILT FENCE WHERE APPLICABLE) WHERE SPECIFIED THAT ARE NOT TO BE DISTURBED. 18. STORM WATER RUNOFF FROM DISTURBED AREAS AND DISCHARGES FROM ALL DEWATERING AND HYDROSTATIC TESTING OPERATIONS MUST PASS THROUGH A SEDIMENT FILTER DEVICE OR PRACTICE AS DETAILED ON THE DRAWINGS OR AS APPROVED BY THE ENGINEER, ENVIRONMENTAL/E&SC INSPECTOR AND OR NYCDEP BEFORE BEING DISCHARGED BEYOND DISTURBED AREAS OR DISCHARGED INTO INLETS WATERBODIES OR OTHER DRAINAGE SYSTEMS. THE FILTERING DEVICE/PRACTICE SHALL BE LOCATED WHERE SHOWN ON THE PLANS; IN FLAT, UPLAND AREAS WHERE VEGETATION IS PRESENT (IF POSSIBLE). 19. DUST CONTROL - WATER SHALL BE APPLIED BY SPRINKLER OR WATER TRUCK DURING EARTHWORK AND GRADING OPERATIONS TO MINIMIZE SEDIMENT TRANSPORT AND MAINTAIN ACCEPTABLE AIR QUALITY CONDITIONS. REPETITIVE TREATMENTS SHALL BE DONE AS NEEDED UNTIL GRADES ARE STABILIZED. EROSION AND SEDIMENT CONTROL NOTES SCALE: N.T.S. OPERATION AND MAINTENANCE (O&M) SCHEDULE POST -CONSTRUCTION STORMWATER MANAGEMENT PRACTICES (SMPs) SMP TO BE INSPECTED FREQUENCY OF INSPECTION (BY THE OWNER/OPERATOR) MAINTENANCE ACTION ITEMS R-TANK SUBSURFACE STORMWATER PRETREATMENT- QUARTERLY; DETENTION AND CONNECTIONS - A COMBINATION OF JET -VACUUM AND FLUSHING SYSTEM. SEDIMENT REMOVAL SHALL BE PERFORMED WHEN ACCUMULATION DETENTION SYSTEM BI-ANNUAL. WHEN POSSIBLE, INSPECT IMMEDIATELY AFTER REACHES SIX (6) INCHES IN THE TREATMENT ROW AND MAIN STORAGE CHAMBERS/MODULES. MAJOR STORM EVENTS (> 2 INCHES OF RAIN). SURFACE SAND FILTER ON A QUARTERLY BASIS FOR THE FIRST YEAR, THEN ONCE EVERY SEDIMENT/ SILT SHALL BE REMOVED FROM FOREBAY WHEN ACCUMULATION EXCEEDS SIX (6) INCHES, AND FILTER BED WHEN SIX (6) MONTHS, AND IMMEDIATELY AFTER MAJOR STORM ACCUMULATION EXCEEDS ONE (1) INCH, OR WHEN FILTERING CAPACITY DIMINISHES SUBSTANTIALLY. EMERGENCY DEWATERING EVENTS (> 2 INCHES OF RAIN). WITH PUMPS SHOULD BE IMPLEMENTED AS SOON AS POSSIBLE AFTER MAJOR RAIN EVENT IF INSPECTION SHOWS INUNDATION OF THE FOREBAY AND/OR MAIN TREATMENT CELL DUE TO HIGH GROUNDWATER AND/OR SURFACE FLOW. BIORETENTION AREA ON A QUARTERLY BASIS FOR THE FIRST YEAR, THEN ONCE EVERY MULCH, WEED W/ LANDSCAPING. REMOVE SEDIMENT FROM FILTER BED WHEN ACCUMULATION EXCEEDS THREE (3) INCHES OR (6) MONTHS, AND IMMEDIATELY AFTER MAJOR STORM EVENTS MORE. IF WATER PONDS ON THE SURFACE FOR MORE THAN 48 HOURS, CORE AERATION, TILLING, OR REPLACING THE UPPER SIX (> 2 INCHES OF RAIN). (6) INCHES OF FILTER MEDIA AND REPLACEMENT OF THE MULCH LAYER MAY BE REQUIRED. CATCH BASINS AND DRAIN INLETS ONCE EVERY SIX (6) MONTHS REMOVE SEDIMENT 2X PER YEAR OR WHEN STORAGE REDUCED BY 10%. VACUUM TRUCK, IF REQUIRED HYDRO -SHIELD TM ADVANCE PLUS ONCE EVERY SIX (6) MONTHS FIRST YEAR FOLLOWED WITH VACUUM TRUCK, DURING DRY WEATHER CONDITIONS, WHEN THE LEVEL OF SEDIMENT HAS REACHED 75% OF THE ISOLATED HYDRODYNAMIC TREATMENT ANNUAL SUMP CAPACITY, OR WHEN AN APPRECIABLE LEVEL OF HYDROCARBONS AND TRASH HAS ACCUMULATED, MEASURED AS STRUCTURES PRESCRIBED IN THE MANUFACTURER'S 0&M MANUAL. DRAINAGE PIPES MONTHLY REMOVE DEBRIS WHEN CROSS SECTIONAL AREA IN ANY LENGTH OF PIPE REDUCED BY 10% OR MORE HEADWALLS/ END SECTIONS MONTHLY REPAIR/RESET RIP -RAP STONE AND REMOVE DEBRIS OPERATION AND MAINTENANCE (O&M) SCHEDULE SCALE: N.T.S. Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: nARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 I Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 10/4/24 For Planning Board Review 12/20/24 100% CD Issue 02/07/25 100% CD Bid Set 03/12/25 Planning Board Resubmission 05/23/25 100% CD Rev 1 IFC 06/16/25 Issued for NYCDEP Review 10/07/25 Issued for NYCDEP Review 12/12/25 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW I CITY OF NEW YORK DEPT. OF ENVIRONMENTAL PROTECTION BUREAU OF WATER SUPPLY REGULATORY AND ENGINEERING PROGRAMS APPROVED SEE FIRST PAGE FOR DATE AND SIGNATURE Seal and Signature: EXPIRES 7/31/26 Sheet Title: EROSION & SEDIMENT CONTROL DETAILS Date: 2 July, 2024 Project No: 1023 y Dwg By: RCC/HV Leo _ ._, Chck By: MSG SP401 12 Pg No: PLOTTED BY: DTS PROVIDENT, LLP CANCIO, ROLANDO C. 10/3/2024 4:00 PM C:\USERS\RCANCIO\DC\ACCDOCS\DTSP\l023—YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-10.01 EMERGENCY SERVICE MANEUVERING PLAN SC40 PLT.DWG 1 BUFFER I WW' WEtLAN� O 8 ® p ° — --------------------- _. T f , / +,' SEE LAN+iJCAPE SEE ARCHITECTURAL w � x \ \, ARCHITECT PLANS PLANS FOR GREEN ROOF FOR SITE FEATURE (2,500 SF, APPROX.) w4o I 1y , r ` \ o , i W I _ n , n, 'a , E r , O. v 1 , dp 00 , 8 d I I , r. o ' , W , 10 O I I00 o J \w v __.--•_"_,--... -- - � -, � WAS ". , �' ; "' ^: , �5 . ` \ � e♦ ♦ ♦ ♦ 1 U u OR \ 0 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: n ARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 CA #: 0017846 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212,971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 /,^ 1 T: 212.596.4690 Acoustic Consulting SM&W %' 275 MADISON AVE 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue ® 41 10/4/24 For planning board review ��,� 03/12/25 Planning Board Resubmission d s a. w - y' 0 oo�r? 9ti 6 T FP a,.,r,s �kjtion it u nber - Q 46.333 12.833 18.417 3 20.833 E-ONE Emergency Vehicle Overall An th 46.333ft OverWi h 8.333ft Overall Body Height 11.833ft Min Body Ground Clearance 1.393ft Track Width 8.333ft Lock -to -lock time 6.00s Max Wheel Angle 45.00` 40769 IL Blue Bird All American Rear Engine 273 School Bus Overall Length 40.769ft Overall Width 8.000ft Overall Body Height Min Body Groun Clearance 10.500ft 1.066ft Track Width 8.000ft Lock -to -lock time 6.00s Max Wheel Angle 50.00' (E Z 0 20 40 80 Seal and Signature: EXPIRES 01/31/27 Sheet Title: EMERGENCY SERVICE MANEUVERING PLAN Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG sp=10001 SCALE: 1 " = 40' Pg No: