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HomeMy WebLinkAboutPlans 2006411 1, A.ti Co"i " V BM2 (N) NUT ON HYD. FLANGE v ELEV.=193,87' W ov 'S TC 191 70 -LP -�AK' IPF V VA? . . . . . . . . . . . . .... ...... D BC= "a1. BC= )2,21 ...... .... 7 IV, ...... rC=192.32 —A TC=193.06 '—A N (r ec= TC=193.56 N -9 0 1 1 BC= TC=196.90 --i rn BC- TC=198,43 I 701 411 Site Location Plan 30 0 10 210 310 NNe!!%NINd I ..... . .. H -z Gv 0 . . . . . . . . . . . . . Yz C= TC=194.63 Cr. . . . . . . . . . . . . . . 12"OAK . . . . . . . . . . CJ 32" APL .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BC= TC=195,65 e. . . . . . . . . . . . . . . G� n 0 . . . . . . . . . . . . . . . . . . . . MEDLEY I 10 0 OC E a-aAd Site Location Plan n lw 20 0 10 20 I Rev. No.: I Date: I Description: I TA I fi Ito I'luf 1.0, A Grei a * I - • Village of Rye Brook �b Recreation Department Rye Brook, New Yo King Street Field H Site Location Plan Drawn by: Date: j1p May 5, 2006 T+ Project No.: 5932.4 C a cr aG tD ca B" CMU - GROUT �- CORES SOLID AT REINFORCEMENT - co co 2 TYVAI O j 0 N 0 l 0 �r 4 N tfJ \-5" CONCRETE SLAB F.F.E. = 100'--0" t 1 i` 4 AI r tri t 1 i O N 4 cr? co 0 1 al Foundation Plan /4' 1,_Of 1 /2" RIGID INSULATION G" TYPE 4 FILL CONC SLAB ON GRADE 44 x #5 BARS 0 2.4" O C '; TYPE I FILL - COMPAC IN G" TO 8' LIFT5 TO F g59. OF OPTIMUM US MODIFIED PROCTOR 2" RIGID INSULATION.`.'? � r / ELEV q y✓ i , t( F # SEE PLAN TYI'11G�AL tJFIO C2) #5 BARS CONTINUOUS Typical Foundation Wall and Footing 3/4"=1'-0" �a "b-' A.E s" a' ^,. t L ✓ ! {.5*y ^"+`.'>3 <"= 'w"i�."'`; .-"`ar..,k.."S'�N�iz.„§k` "49 "�, i z "i " � �4 �;i, fir'^w'a°�r"�`,�a .�';,�`�.a>y?'�"�3 =nt s'wi`r �<z ✓"+�-s��°: �`� s��� ,ia �'°„„"s"s •:t� V' 10 ML POLYETHYLENE VAPOR RETARDER IN SITU EARTH OR TYPE I FILL AS - RE(2D TO BRING TO PROPER GRADE REFER TO TYPICAL JOINT DETM S FOR JOB M6 REQU -ZNTS. LAP EDGES OF VAPOR RETARDER 6' MIIIIUM . ! . 4 1 1 /2"=1'--0" SEE ARCH DWGS WALL 2- #5 BARS CONT ` Ruc- up ... I'll y't }.. t}''"f� '^. `^, xe, `'w �'`, t''�. S' v �i ,+y. � �" i ✓+ Ci si °� °s ti � ` �y�.y r" f,* ' 4..'� '. 't `,�i} ]��ff `--�.--f' E �.. �pj (yt F.F ��ts�`•}s 1f° }k�x ! f W �;L ..'���,s' =�}J� <✓ j"��`, P *i } 't f, °+. w°>. �-,, •, ..,-`#k k,�j,r j (S J '+i } st f!. i iv. �k P{ � ( ti �,. f, Typical Slab Under Partition r 1 1 /2"=1'-0" SAW CUT JOINT !f4" X 'X 4 � .41 A. BREAK DISTRIBUTED -� REINFORC 46 AT JOINTS 1. SAW CUT CONTROL JOINTS WITHIN 12 HOURS OF CASTING SLAB. 2. JOINTS TO BE SPACED 15 FEET OC MAXIMUM OR AS NOTED ON PLAN. 3. FILL JOINTS IN SLABS PERMANENTLY EXPOSED TO PUBLIC VIEW WITH '51KADUR 51 SL" OR EQUAL AFTER CONCRETE HAS REACHED A STABLE, DRY CONDITION. JOINTS NOT EXPOSED TO PUBLIC VIEW ARE TO BE PREPARED AS REQUIRED TO APPLY THE FLOOR FINISH MATERIAL. Typical Slab Control joint 1 1 /2"=1'--0" vJ v C d I 6 Ai Floor Plan 5 1 /4" = I `-O" ► L Exterior Elevation 6 1 /4" I `-0" a Exterior Elevation /4' = 1'-0" PROVIDE CONTINUOUS RIDGE VENT mom J A �� =�� WIN, s Exterior Elevation 9 1 /4" = I'-O'f ARCHITECTURAL ASPHALT ShiiNGLES ON 15# FELT PRE -FINISHED GUTTER AND DOWNSPOUT TO APPROVED STORM SYSTEM CTYPICAL) 8" SPLIT -FACE CMU WALL PROVIDE CONTINUOUS RIDGE VENT ARCHITECTURAL ASPHALT SHINGLES ON 15# FELT PRE -FINISHED GUTTER AND DOWNSPOUT TO APPROVED STORM SYSTEM CTYPICAL) 8" SPLIT -FACE CMU WALL .AD RD E-F1N�aFIED ITTER AND >WNSPOUT I APPROVED ORM SYSTEM SPLIT -FACE fU WALL E-FINISHED iTTER AND �WNSPOUT APPROVED DRM SYSTEM SPLIT --FACE U WALL Rev. No.: Date: ( Description: • : M King Street Field House Foundation Plan and Details, Floor Plan and Exterior Elevations Drawn by. Date: Drawing No.: jlp May S, 2006 T+ Project No.: A I 5932.4 IMIF Building• i ARCHITECTURAL ASPHALT SHINGLES ON 15# FELT 3/4" PLYWOOD SHEATHING 8" BOND BEAM WITH CZ) #5 BARS CONTINUOUS 8" LOAD BEARING SPLIT -FACE CMU WALLS WITH #5 BARS VERTICAL SPACED 24" OC. - ,. DOUBLE 4" GMU - SPLIT FACE ON EXTERIOR, PLAIN FACE ON INTERIOR CONTINUOUS TRHU-WALL FLASHING CMU FOUNDATION - SEE FOUNDATION PLAN AND DETAILS \/\\\/\` ENGINEERED WOOD TRUSS - TRU55 DESIGN BY TRU55 MANUFACTURER AND STAMPED BY NYS LICENSED ENGINEER 5/8" GYPSUM BOARD CEILING AT BOTTOM CHORD OF TRUSS 5" CONCRETE SLAB - SEE FOUNDATION PLAN AND DETAILS 1=1 M�� ARCHITECTURAL ASPHALT SHINGLES ON 15# FELT 3/4" PLYWOOD SHEATHING 8" BOND BEAM WITH C23 ##5 BARS CONTINUOUS -' STEEL UNTEL PER SCHEDULE STEEL DOOR WITH HOLLOW METAL FRAME - REFER TOO DOOR SCHEDULE CMU FOUNDATION - SEE FOUNDATION PLAN AN1L a2Building Section I /4" - 1'-0" }odUaQnaCl �� A� fi4 �onro \\\\\\\\\\\ ENGINEERED WOOD TRUSS - TRUSS DESIGN BY TRUSS MANUFACTURER AND STAMPED BY NYS LICENSED ENGINEER 5/8" GYPSUM BOARD CEILING AT BOTTOM CHORD OF TRU55 5" CONCRETE SLAB - SEE FOUNDATION PLAN AND DETAILS I Rev. No.: I Date: I Description: I Village•s Brook Recreation i♦ Department Rye Brook, New York King Street Field House Typical Building Sections Typical Wall Sections Drawn by. Date: Drawing No.: Y g j1p I May S. 2006 3 Wall Section 3/4" = V-O" 3 Wall Section 3/4" _ V-C}" T+ Project No.: 5932.4 N ARCHITECTURAL ASPHALT SHINGLES ON 15# FELT PRE --FINISHED ALUM. GUTTER AND DOWNSPOUT TO APPROVED STORM SYSTEM -�, A3 EDGE OF BUILDING BELOW CONTINUOUS RIDGE VENT ARCHITECTURAL ASPHALT SHINGLES ON 15# FELT ARCHITECTURAL ASPHALT SHINGLES ON 15# FELT 5:12 5:12 SLOPED STRU SLOPED STRU 2 1 � 1 i I Roof Plan I /4" = V-0" 12 5 ,rr F. SLOPED DIRECTION OF DOWNWARD 5LOPE OF 5TRU ROLLED OR SLOPED STRUCTURE Door Schedule for King Street Field House DOOR NO. DOOR DOOR FRAME RATING DW SET ROOM FROM ROOM TO REMARKS TYPE I MAT DOOR 51ZE GLASS MAT TYPE HEAD JAMB THREWLD DEPTH 001 1 F HM 3'-0" x 7'-O" HM F H-4 J-4 - - CONCESSION EXTERIOR 00i 2 K STL 8'-0" X 4'-8" - - - - CONCE55ION EXTERIOR ROLLING STL DOOR 002 1 F HM 3'--0" x 7'-0" - HM F H-4 J-4 - - MEWS EXTERIOR 003 1 1 IF I HM 1 3'-0' x 7'-0" HM IF I H-4 I J-4 - - WOMEN'S EXTERIOR 004 1 1K ISTL 8'-0" X 7'-4" - - - - - - - - STORAGE EXTERIOR ROLLING STL DOOR NOTE: DOORS WITH A FIRE RATING SHALL HAVE A FRAME WITH AN EQUAL FIRE RATING. REFER TO DOOR TYPES, FRAME TYPE5 AND DETAILS. LEGENQ: HM HOLLOW METAL 5TL STEEL WD WOOD ALUM ALUMINUM r,, VARE5 f [a SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION STEEL AND ALUMINUM FRAME TYPES SIMILAR - SEE DETAILS FOR DIMENSIONS Frame Types 1 /4"=1 "-0" 8$-O"" c0 A 0 8$_O'v �t t LOUVER WHERE INDICATED Imi 4 1. FOR 4" THICK WALLS MASONRY LINTEL OPENING ANGLE UP TO G`-4' MT GX5.9 2. FOB 6" THICK WALLS MASONRY LINTEL OPENING ANGLE CSa 5'-0" 2- LZ 1 /2X2 I /2X5/I G, 6'-0' 2- L3X2 1 /2X5/1 Ga LLV 7'-0" 2- L3 1 /2X2 1 /2X5/I G LLV $'-0" 2- L3 1 /2X2 I /2X5/I G LLV 3. FOR S", I Z", AND Ito" l "U( W ALLbx FOR EACH 4" THICKNE55 OF WALL MA50NRY LINTEL OPENING ANGLE 5'-O" L3 1 /2X3 1 /2X5/1 G G'-O" L4X3 I /2X 5/1 G LLV 7'-0" L5X3 1 /2X5/1 G LLV 8'-O" L5X3 I /2X5/1 Gs LLV 9'-O" LGX3 1 /2X5/I G LLV 1 O'-0" LGX3 1 /2X5/1 G LLV LINTEL NOTES I . ALL OPENINGS 1'-0" AND OVER REQUIRE LINTELS. 2. STEEL TO BE A3G. 3. TH15 SCHEDULE 15 TYPICAL FOR ALL MASONRY OPENINGS IN NON -LOAD BEARING WALLS UNLESS OTHERWISE NOTED. 4. ALL LINTELS TO HAVE MINIMUM 8" BEARING BOTH ENDS. 5_ BACK TO BACK ANGLES ARE TO BE STITCH WELDED TOGETHER BEFORE PLACEMENT. fo. ALL LINTELS ARE TO HAVE BOTH ENDS BEAR ON SOLID MASONRY OR SOLIDLY GROUTED HOLLOW MASONRY. 7. WHERE MINIMUM 8' BEARING LENGTH CANNOT BE PROVIDED DUE TO COLUMN INTERFERENCE, PROVIDE CONNECTION OF LINTEL TO COLUMN. 8. THIS LINTEL SCHEDULE 15 APPLICABLE FOR USE IN EXISTING BUILDING. SHORE EXISTING STRUCTURE AND WALL AS READ FOR INSTALLATION OF NEW MAS AND LINTEL. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS. Typical Lintel Schedule 7 I Rev. No.: I Date: I Description: I the SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION VE40N PANEL METAL TRIM TO BE PAINTED TO MATCH FRAME56 U.N.O. T o STEEL, ALUMINUM AND WOOD TYPES SIMILAR - SEE DETAILS FOR DIMENSIONS ATffRATECH G0I4PAW� L..1 6 Door Types www.TheThomasGroup.com 1 /4"=1'-O" I Will Typical Roof t • `Detail 1 1 /2"=1 '-0" Typical Gable End Roof • e Detail 1 1 /2"=1 '-0" MAT0i WALL E() Hollow Metal Frame Details 1 1/2"=1'-0" NQT_E ALL FRAMES AND EXPOSED LINTELS TO BE PAINTED. j GROUT FRAMES SOLID. REINFORCE FRAMES AT EXP. BOLT LOCATIONS - COUNTERSINK BOLTS, FILL WITH PUTTY, GRIND SMOOTH, SAND AND PAINT. CAULK ALL JOINTS BETWEEN FRAMES AND WALLS. TYPICAL. ALL HEAD CONDITIONS AT C.M.U. WALLS TO INCLUDE STEEL LINTELS - REFER TO LINTEL SCHEDULE. MASONRY ANCHOR. At .. RecreationVillage of Rye Brook t Rye Brook, New York FieldKing Street House Roof •• Plan and Detail, Door Scheduleand Details Drawn by: Date: Drawing No.: j1p May 5, 2006 T+ Project No.: A 3 5932.4 BURIED WATER SERVICE il Z' CW CBURIED3 TO OF 2, CW CBURIED3 TO GROUND HYDRANT - 2" V ON THRU FLR- 2" SAN ON THRU FLR, I I /?-- V UP---" V" v CBURIED3 ----- 3" SAN W/P` TRAP UP TO FD 2' V UP, 3' VTR 4' SAN CBURIED3 — Q ts 0 CL fU tti In N C14 00 tiq C14 Ln M rn Ln RFZ BY OWNER. GOOF N 1 11 '*w- 4" SAN-----� 4 V AlcL SINK 2' V ON THRU FLR " SAN ON THRU FLR, CONGESSION 1 1/21, V Lip STAND 3" SAN AND L220 Ili 2" V CBURIED3 3' SAN W/" TRAP U ID I Floor Plan 1, /4' = V-0` STORAGE Q�] -I 1 /2' OW, 1/2' HW' 2" V RACKED ON WALL 2" SAN ON THRU FLR, 1 1/2' V UP THRU FLR -21, V ON I gg IN& * g'q *4 ;1"111Ill WATER HEATER 2" V ON THRU FLR 2, V CBURIED3 3" SAN W/ AFFIV TRA P UP TO fo 4' SAN CBURIED3 SEE IV DWGS FOR CONT am I Rev. No.: I Date: I Description: I Villae of Rye Broo gk Recreation Department Rye Brook, New York King Street Field Hous(; Floor Plan Drawn by: Date: Drawing No.: DCG May 5, 2006 T+ Project No.: P 1 5932.4 V .G c ran NO h» O eyf 6n g za all �a8 N 0 m cr+ Ln 11 A h I -F 'Id Construction n- t eti c i e Drawing List: T1 Title Sheet & Symbols o s - III; TS I Boundary and Topographic Survey of the King Street Site - Erea a TS2 Boundary and Topographic Survey of the King Street Site - Area `• i Land - a Erosion Control L2 Site Demolition L100 Site Layout Plan and Details L200 Site Grading, Drainage and Utility Plan and w Details L201 Site Drainage EnlargedL202 Partial Swale Details AlternatefAsphalt Paving Site Planting Plan and Site Details !i Site Details Plan and Details i Details I and Notes Electrical Dr it Electrical E:7FILE PROJECT LOCATION MAP NOTE: REFER TO FINISH PLANS FOR ROOM SR BOTTOM REGISTER OR CEILING REGISTER EMT ELECTRICAL METALLIC TUBING G GAS. GLYCOL KW KILOWATT MTH MTR MARBLE THRESHOLD METER R RADIUS RETURN, REFRIGERANT SK SL SINK SOUND LINED, SKYLIGHT UE UG UNDERGROUND ELECTRIC UNDERGROUND FINISH KEY BRDG BRIDGING CRS C5K COURSE (S) COUNTERSINK ENC COD ENCLOSURE EDGE OF DECK GA GAL GAUGE GALLON KWM KV KILOWATT PER HOUR KILOVOLT MULL MULLION RA RAD RETURN AIR RADIATION SLC SLLCOGK UM UNIT HEATER BR6 BRK BEARING BRICK CSMT CASEMENT E05 EDGE OF SLAB GALV GALVANIZED KVA KILOVOLT AMPERE MVEJ MASONRY VENEER EXPANSION JOINT RAF RETURN AR FAN, RESILIENT ATHLETIC FLOORING SLV SLEEVE UNF UNFINISHED AAG AAD ASBESTOS ABATEMENT CONTRACTOR AUTOMATIC AIR DAMPER BR5H BRICKSMELf CT COMPUTER TERMINAL, CERAMIC BASE TILE CO COO EQUAL, EQUIVALENT EQUIPMENT CONTRACTOR CASK GO GASKET CEDE GENERAL CONTRACT (OR) L LENGTH, LONG N NORTH, NO WORK REQUIRED RB RC RESILIENT BASE ROOFING CONTRACT (OR) SLVR SMM STORM LOUVER SANITARY MANHOLE UNIF LINO INFORM UNLESS NOTED OTHERWISE AB AG ANCHOR BOLT I I ALTERNATINGR NT AS CONDITIONING, CURRENT BRZ B5 BRONZE BOTH SIDES BOTTOM OF STAIR . CID CTOP COATED COUNTER TOP EQUIP ES EQUIPMENT EXPOSED SURFACE, EXPOSED STRUCTURE GCMU GOO GLAZED CONCRETE MASONRY UNIT GRADE CLEANOUT LAB LAD LABORATORY LADDER NAT NO NATURAL NORMALLY CLOSED RCA RCP RECYCLED CONCRETE AGGREGATE REINFORCED CONCRETE PIPE $06 SP SLAB ON GRADE TAN P AGE STATIC PRESSURE, S D IFE, SPACE UR UT URINAL UNDERGROUND TELEPHONE ACCMP HALT C ASPHALT COATED CORK, METAL PIPE BSMT BASEMENT CTR CU CENTER CUBIC ESF ELASTIC SHEET FLASHING 6F GROUND FACE LAM LAMINATE CD) NEC NATIONAL ELECTRIC CODE RCU REMOTE CONDENSING UNIT SPEC SPECIFICATION C5S UV UST VENTLATOR ACM ACT ASBESTOS CONTAINING MATERIAL CEILING TILE AIR BT BT BAGKSPLASH BENT CUM CABINET UNIT HEATER ESM ELASTIC SHEET MEMBRANE GL GLA55; GLAZING LAT LEAVING AIR TEMPERATURE NEG NEGATIVE RD ROOF DRAIN SPKR 5PL SPRINKLER SPECIAL V VENT, VOLT ACU AIR CONDITIONING UNIT CONDITIONING BTU BRITISH THERMAL UNITS GV CONVECTOR, CURB VALVE EW EWG EACH WAY ELECTRIC WATER COOLER GND GPM GROUND GALLONS PER MINUTE LAV LB LAVATORY POUND NEUT NIC NEUTRALIZATION NOT IN CONTRACT RECEP7 REF RECEPTACLE REFERENCE SQ SQUARE VAR VARIES VARIABLE AD ADD AREA DRAIN ADDENDU DISABILITIES ACT BUR BUR BUILT- THERMAL UNITS PER HOUR BUILT-UP ROOFING OW CWR COLD WATER CHILLED WATER RETURN EWT ENTERING WATER TEMPERATURE OR GRADE (ING). GLYCOL RETURN LBL LABEL LANDSCAPE CONTRACTOR C5lTE? NO NUMBER, NORMALLY OPEN REFL REFLECT CEDE UVE? (OR) SS SST STAINLESS STEEL IN STRUCTURAL STEEL TUBING VARN VAT VARNISH VINYL ASBESTOS TILE ADD ADDENDUM BW BOTTOM. OF WALL CWS CHILLED WATER SUPPLY EXH EXG EXHAUST EXISTING GS GVL GLYCOL SI�'PLY GRAVEL LC LGC LEAD COATED COPPER NO" NRC NOMINAL N06E REDUCTION COEFFICIENT REFR RE6 REFRIGERATOR REGISTER $I STORM. STORAGE VAV VARIABLE AIR VOLUME ADDL ADDITIONAL BWC BACK WATER CHECK VALVE CWTI CERAMIC WALL TLE TYPE 1 EXP EXPAN5ION GWB GYPSUM WALL BOARD LDR LEADER NTS NOT TO SCALE REINF REINFORCE (D) (ING) STA STATION VB VACUUM BREAKER, VAPOR RETARDER BARRIER AU?Mt ADJ ADHESIVE ADJACENT of CARPET TYPE I DI RANGE FLOORING TYPE I EXT EXTERIOR, EXTERNAL GYP GYPSUM LEV LEVEL REM REMOVED STC SHOWER TEMPERATURE CONTROLLER, STAINED CONCRETE VCB VENTED COVE BASE ADR ACCESS DOOR C CONDUIT. CONVECTOR, CONDCN50R, D DIESEL FUEL. DEPTH FIRE M HEIGHT LF LFMC LINEAR FOOT LIQUID -TIGHT FLEXIBLE METAL CONDUIT OA OC OVERALL, OUTSIDE AIR ON CENTER READ RE54L REQUIRED RESLIENT STD STANDARD VCT VD VINYL COMPOSITE TILE VOLUME DAMPER AES5 AFF ARCH. EXPOSED STRUCTURAL STEEL ABOVE FINISH FLOOR CA COMMON COMPRESSED AIR DB DO DRY BU LD DIRECT CURRENT A ALARM FIRE ALARM HB HOSE BE LFNC LIQUID -NIGHT FLEXIBLE NONMETALLIC CONDUIT OD OUTSIDE DIAMETER RET RETAINING, RETURN SIG STL SEATING STEEL VERM VERMICULITE AM ACCESS MATCH GAB CABINET DDC DE DIRECT DIGITAL CONTROL DELONIZED WATER FAI FCU FRESH AIR INTAKE FAN COOLING UNIT MOD HC HARD BOARD HEATING CONTRACT CORD, HANDICAP L6 LGt LENGTH. LONG LARGE GROUP INSTRUCTION OM OPNG OVERHEAD OPENING REV RF REVISION. REVU5ED RUBBER FLOORING STN STAIN CEDE VERT VEST VERTICAL VESTIBULE AHU AIB AIR HANDLING UNIT AIR 1dFLTRATtON BARKER CATV CB GABLE TELEVISION CATCH BASIN, GIRGLIlT BREAKER, DEG DEGREES fD FLOOR DRAIN, FIRE DAMPER MCR HOT/CMLL€D RETURN LH LEFT HAND OPP OPPOSITE RF6 ROOFING STOR STRU STORAGE STRUCTURAL Vlf VERIFY IN FIELD ALT ALTERNATE CHALKBOARD DEMO DEMOLISH FDC FIRE DEPARTMENT CONNECTION HGS HOT/CMLLED SUPPLY LIN LNEAR OFF MD OPPOSITE HAND RFH ROOF HATCH SURF SURFACE VIN VINYL ALTB ACOUSTICALLY LINED TRANSFER BOX CCTV CLOSED CIRCUIT TELEVISION DEP DEPRESS (ED) CION) DETAIL FE FCC FEE EXTINGUISHER FIRE EXTINGUISHER CABINET MD MDPE HEAVY DUTY HIGH DENSITY POLYETHYLENE LKR LL LOCKER LIVE LOAD P PAINT RFM RG RECESSED FLOOR MAT RETURN GRILLE 5U5f' SV SUSPENDED SHEET VINYL. STEAM VENT VIT VNR VITREOUS TILE. VENEER ALTN ALUM ALTERATION ALU�71NU1M CD GEM CEILING DIFFUSER, CONDENSATE DRAIN CEMENT DET DF DRINKING FOUNTAIN FF FINISH FLOOR, FACTORY FIN15H MDR HEADER LP LOW PRESSURE PAR PARALLEL RG5 RIGID GALVANIZED STEEL SW SWITCH, SOFTENED WATER VOL VOLUME AMP AMPERE CER CERAMIC DH DOUBLE HUNG FFE FINISH FLOOR ELEVATION HDW HARDWARE LPC LOW PRESSURE CONDENSATE PART PARTITION RM RIGHT HAND SWCI SERVICE WEIGHT CAST IRON VTR VENT THROUGH ROOF ANOD ANODIZED OF Gt.18lG FEET, CEILING FAN DHU DEHUMIDIFICATION UNIT FFL FINISH FLOOR LINE MI6 HOT GLYCOL LPS LOW PRESSURE STEAM PG PLUMBING CONTRACT (OR) RHC REHEAT COL SYM SYMMETRICAL VWC VINYL WALL COVERING ANT ACID NEUTRALIZATION TANK CFM CUBIC FEET PER MINUTE D15TLLED WATER, DROP INLET, DUCTILE IRON FG FM FLOOR GRILLE FIRE HYDRANT HIP MM HIGH IMPACT PANEL HOLLOW METAL LPT LS LOW PONT LINOLEUM SHEET PGC PIGMENTED CONCRETE PRECAST CONCRETE RI RU ROUGH-N RAM LEADER YN Y5 SYNTHETIC SYSTEM. W WEST, WIDTH, WIDE. WASTE, WATT AP ACCESS PANEL GFMF GOLD FORMED METAL FRAMING D!A DiAG DIAMETER DIAGONAL FHG FIRE HOSE CABINET HORZ HORIZONTAL LT LIGHT, LINOLEUM TILE PE PORCELAIN ENAMEL RLG RAIL (M6) WB WET BULB APPROX ARCH APPROXIMATE CLY? ARCHITECT CURALa CFI C& CERAMIC FLOOR. TILE CEILING GRILLE DIM DIMENSION FIN FINISH CED? MP HORSEPOWER, HIGH PRESSURE, HEAT PUMP VOLTAGE PERF PERFORATE CION? CED) RM ROOM T TREAD, TOP, TOILET ROOM, TERRAZZO, TONS WC WATER CLOSET. WALL COVERING A/$ AIR SEPARATOR OMAN CHANNEL DISP DISPENSER flXT FIXTURE HOG HIGH PERFORMANCE COATING LVL LOW PERI PERIMETER RMC RIGID METAL CONDUIT TB TOP AND BOTTOM, TACK BOARD, WD WOOD A55 ASBESTOS CHUV CEILING HUNG UNIT VENTILATOR DST DISTANCE FL FLD FLUSH FLOOR DUCT HPL MR HIGH PRESSURE LAMINATE HANDRAIL, HOUR LVR LWT LOUVER LEAVING WATER TEMPERATURE PERP FL PERPENDICULAR PLATE, PROPERTY LINE RNC RNT RIGID NONMETALLIC CONDUIT RUNNING TRAP TBD TERRAZZO BASE TO BE DETERMINED WDW WDWC WINDOW WINDOW CONTRACTOR ASPH ATV ASPHALT ATMOSPHERIC VENT CI CIF CAST IRON CAST IN PLACE DIV DL DIVISION DEAD LOAD FLEX FLEXIBLE MT HEIGHT PLAM PLASTIC LAMINATE RO ROUGH OPENING TO TEMPERATURE CONTROL, TEMPERED CLEAR. WF WASH FOUNTAIN AUD AUDITORIUM CURC CIRCUMFERENCE DN DOWN FLG FLASHING HTG HEATING/VENTILATING/AIR CONDITIONING MAN MANUAL PLAS PLASTER. PLASTIC ROW RIGHT OF WAY TELECOMMUNICATIONS CONTRACTOR. WG WALL GRILLE. WATER GAUGE AUTO AUTOMATIC GJ CONTROL JOINT DO DITTO FLR FLOOR (ING.? HVAC MEATING/VENTILATING/AIR CONDITIONING MAS MASONRY PLF POUNDS PER LINEAR FOOT RPM REVOLUTIONS PER MINUTE TOP OF CURB WH WALL HUNG. WALL HYDRANT AV ACID VENT CL CENTER LINE DP DAMPPROOF LING) FLUOR FLUORESCENT HVU HEATING AND VENTILATING UNIT MAT MATERIAL PLYWD PLYWOOD RR REMOVE EXISTING AND REPLACE WITH NEW TDV TRIPLE DUTY VALVE W1 WROUGHT IRON CL6 CEILING DPR DAMPER FM FLUOR MOUNTED MW HOT WATER MAU MAKE UP AIR UNIT PM PLUGMOLD R5 RUBBER STAIR TREAD/RISER TEL TELEPHONE WM WIREMIOLD AVE AVTR AVERAGE ACID VENT THRU ROOF GLKG CAULKING DR DOOR, DEEP RIB FMO FLEXIBLE METAL CONDUIT HWH HOT WATER HEATER MAX MAXIMUM PNL PANEL RIM ROOF TOP HOOD TEMP TEMPERATURE WP WATER PROOFING, WORKING POINT AW ACID WASTE CLL CONTRACT LIMIT LINE DW6 DRAWN& FND FOUNDATION HWP HOT WATER PUMP MB MARKER BOARD FOG POINT OF CURVATURE, POINT OF RTU ROOF TOP UNIT IC, TOP GRLLE, TONGUE AND GROOVE WR WATER REPELLENT, WIDE RIB, WALL RE66TER CLR CLEAR CIN&) DS DOWNSPOUT. DRAINAGE STRUCTURE FOB FREIGHT ON BOARD, FLAT ON BOTTOM MWR MOT WATER RETURN MBM THOUSAND BTUH CONNECTION RW RAW WATER THK THICKNESS WS WATER STOP B BOILER, BRICK, BOTTOM CLRM CLASSROOM DT DRAIN TLE FOG FUEL OIL GAUGE MWS HOT WATER SUPPLY MBR MEMBER -POL POL15HED THR THRESHOLD WSCT WAINSCOT BBD BOILER SLOWDOWN CMP CORRUGATED METAL PANEL DTA DOVETAL ANCHOR FOR FUEL OL RETURN MV HIGH VOLTAGE MD MOTORIZED DAMPER P05 POSITIVE S SOUTH, SUPPLY THE TO MATCH EXISTING WT WEIGHT BC BOTTOM OF CURB CMT CERAMIC MOSAIC TILE VTL DETAIL FOS FUEL OIL SUPPLY ME MECHANICAL EQUIPMENT POT POINT OF TANGENCY SA SUPPLY AIR TMV THERMOSTATIC, MIXING VALVE WWMP WATER TO WATER HEAT PUMP BCU BLOWER COILUNIT CMU CONCRETE MASONRY UNIT DW DUMBWAITER, DISHWASHERFOT FLAT ON TOP ID INSIDE TER MEGM MECHANICAL PR PAIR 5AN SANITARY TOD TOP OF DUCT wwM WELDED WIRE MESH BD BOARD CO GLEAN OUT DWL DOWEL FP FIREPROOF CMG) IE INVERT ELEVATION MED MEDIUMPRE POWER ROOF EXHAUSTER SAS SMOOTH ALL SIDES TOF TOP OF FASCIA W/ WITH BDD BACKDRAFT DAMPER CODP CLEAN OUT DECK PLATE DWR DRAWER FPM FR FEET PER MINUTE FRAME, FLOOR REGISTER IN INCHES MEMB MEZZ MEMBRANE MEZZANINE PREP PRF PREPARE CATION) PREFORMED SG SCHED SOLID CORE, SILL COOK, SEALED CONCRETE SCHEDULE TOL TOM TOLERANCE TOP OF MASONRY W/O WITHOUT BFP BACK FLOW PREVENTER COL COMB COLUMN COMBINATION C CAST FRA FRESH AIR . MCL INS INCLUDE CD} CING3 INSULATE (D7 CION) MF MIXING FAUCET PROD PROJECT SOT STRUCTURAL CLAY TLE TOP TOP OF PIPE, TOP OF PER XHGI EXTRA HEAVY CAST IRON BG BIT BOTTOM GRILLE BITUMINOUS COMP COMPRESS CED) {ION) CIBLE), COMPOSITE CA EXHAUST AIR, EACH FRO FIRE RESISTANT COATING INT INTERIOR MFR MANUFACTURE CR3 PS PAINT EXPOSED STRUCTURE/DECK SD STORM DRAIN, SPUTTER DAMPER, TO$ TOP OF STEEL. TOP OF STAIR BLDG BUILDING CONC CONCRETE EAT ENTERING AIR TEMPERATURE FRO FIBERGLASS REINFORCED PANEL INV INVERT MH MAN HOLE PSF POUNDS PER SQUARE FOOT SMOKE DAMPER TPART TOILET PARTITION YD YARD DRAIN, YARD BLK BLOCK COND CONDENSATE EB EXPANSION BOLT FRT FIRE RETARDANT IF IRON PIPE MIN MINIMUM P51 POUNDS PER SQUARE INCH SEC SECTION TR TOP REGISTER BLKC7 BLOCKING CONN CONNECTION EC ELECTRICAL CONTRACTOR F5 FSD FLOOR SINK FIRE AND SMOKE DAMPER IF$ IW RON PIPE STILE INDIRECT WASTE MR M15C MIRROR MISCELLANEOUS PT PTD POINT, PORGELIAN TILE PAINTED SF S61 SQUARE FEET SMALL GROUP INSTRUCTION TRN IS TRANSOM TOP OF STAIR BM BEAM CONST CONT CONSTRUCTION CONTINOU5 EF EJ EACH FACE, EXHAUST FAN EXPANSION JOINT FT FEET MO MASONRY OPENING PIP PRE55ME TREATED PRESERVATIVE 56T STRUCTURAL GLAZED TILE TV TELEVISION BO BOD BY OTHERS BOTTOM OF DUCT CONTR CONTRACT COR3 ELEC ELECTRIC CAL) FIG FOOTING J JANITORS CLOSET MOD MODULE COR?. MODEL PTFR PRESSURE TREATED FIRE RETARDANT 5H SHELF. SHELVING, SMOKE MATCH TW TEMPERED WATER. TOP OF WALL BOF BOTTOM OF FOOTING GOOD COORDINATE ELEM ELEMENT FIR FIN TUBE RADIATION JAN JANITORS CLOSET MP MULTICOLOR PAINT PVC POLYVINYL CHLORIDE 5HR SHOWER, SHEAR WALL TYP TYPICAL BOS BOTTOM OF STEEL CORR CORRUGATED, CORRIDOR ELEV ELEVATION. ELEVATOR FV FLUSH VALVE JB JC JUNCTION BOX JANITORS CLOSET MR MT MOP RECEPTOR MOUNT FWE PWE PAVEMENT POWER WALL EXHAUSTER SH7 SITING SHEET SHEATHING UG UNDERCUT BOT BOTTOM COWP CLEAN OUT WALL PLATE EM EMERGENCY JOT JUNCTION MID MOUNTED S�1 SIMILAR UD UNDERDRAIN BPL BEARING PLATE &PVC CHLORINATED POLY VINYL CHLORIDE JT JOINT MTG MOUNTING QI QUARRY TLE MTL METAL OF QUARTZ FLOORING T the onia ,,h s A TETRATECH COMPANYg U P lthu"-&ca, Farmingdale, Alb,'any, l Sy-ram-cu, & e I MAY 252005 'STANDARD REFERENCE BUBBLE (,, ---DETAIL NUMBER DRAWING NUMBER FloorPlanDRAWING TITLE + SCALE tf VRIPa`{/a 2 2 BUILDING SECTION A6 A6 I WALL SECTION Ad 2 ELEVATION A4 I 4 11A5> 2 INTERIOR ELEVATION 3 f® ® 2 Al2 DETAIL CLA55RtiOM IC) ROOM NAME AND NUMBER NORTH ARROW GLL CONTRACT L911T LINE PROPERTY LINE COLUMN CENTER LINE ®---v"--- CUT LINE FAI ® MATCH LINE M -- CENTER LINE I O F .E. p Q DRAWING REVISION NUMBER I= EARTH GRAVEL SAND CONCRETE NEW ASPHALT PAVING OR TOP COURSE NEW HEAVY-DUTY ASPHALT PAVING REMOVE AND REPLACE ASPHALT PAVING CONCRETE MASONRY UNITS BRICK STONE METAL, STEEL PLYWOOD FINISHED WOOD TRIM ROUGH WOOD INSULATION CLO05E OR BATTY RIGID INSULATION CERAMIC TILE ! ACOUSTICAL PANEL c GLASS CLARGE SCALES PLASTER, CEMENT, GROUT GYF51JM WALL BOARD RESILIENT FLOORING ✓JJJ✓J TERRAZZO STRUCTURAL GLAZED TILE 5932 ark, Newj.q-.;;'1_ sey r f pwy �� ' ��� 0� MEDLEY ��n���- ^ "`�� v����^�� -x 195. ) 196.21 / / / / / / / � / / / | ! / / / / / / / / / i / / / / / / / / / / / / / � mc ` D / m / / / / z _` / / / / c» / m | | V � N � o / w� / / ! . nws w«wc = u,sonxpnn.tIwo / | � ( --------/ _____________________________________________________-_____-_- ____ - _ -----------------------------------------------------------------_--____________________-____________________________________________________________________---_______________-__-____________________-_-_______________________-____________________________-______-______-_____________-_________ AP 12 Pik GAS 14 WOAK x *OAK 197-14 65 1191.78 19(05 3. STUMP xIW.8D 'OAK 192.44, -I 34!*MAPLE � - --36 I - ��- aa _ . 197.3' � �/-- ~- 19t.35 ' "y30 \ \ ='- 32 /% 74 xw/w THE -ARBORS FILED MAP NO. 19322 187.78 LANDS NIF 188 long. KLEINHANDLER '187.76 PARCEL 130.69-1-4 —'BUSH 1rMAPLV_11k111 878 JW ROSENBERG rCED LIGH LE 4.04 19 `mo .�����|D OR vis v k\S_��~ »~ ��^\ ~- '~~'-° »~ _- ^X�»� " .'~ ^~ ~^ � � / � / / / / / / / / / � / / / / / � / / / / | / / / / / / / / / / / / / / / � i / / � / , . LEGEND �e-" SOIL BORING '-��'� LANDSCAPED AREA -------- '- �� MAIL BOX po -- POST {}mm TELEPHONE MANHOLE -n- SIGN OTP TELEPHONE PEDESTAL IRON PIPE FOUND n7RANS TRANSFORMER STONE MONUMENT FOUND Drp TRAFFIC SIGNAL POLE CAPPED |NUN ROD FOUND Onm TRAFFIC SIGNAL �U� �s IRON ROD FOUND 0omf4 ELECTRIC MANHOLE CAPPED IRON ROD SET 0 UTILITY POLE 0ua CATCH BASIN *u" LIGHT POLE ()»un DRAIN MANHOLE (I*'» HYDRANT SANITARY MANHOLE ow« WATER VALVE �o« CLEANOUT pSPK SPRINKLER HEAD oow GAS VALVE (]=wu WATER MANHOLE o4w OHW------ OVERHEAD WIRES -----~--^--~--F»--^--`--~--^--'«-^--^- UNDERGROUND FIBER OPTIC --' --'--' --'-- ` --'--'--'--'-- ' --' --' -- UNDERGROUND TELEPHONE -' --`-- --^ - « -' --'--'--^ -- v -' --` - UNDERGROUND GAS --~ --'--^--` -- w --` --' --`--~-- n --` --` -- UNDERGROUND WATER --. --' --' --` -- c --' --' --' --' -- E --' --' -- UNDERGROUND ELECTRIC OVERHEAD ROOF 411 um 7.04 ° MAP NOTES: 1] NORTH ORIENTATION IS PER MAP REFERENCE 61. 2) VERTICAL DATUM |S BASED mwMAP REFERENCE #3. 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR UP TO DATE TITLE REPORT AND /S THEREFORE SUBJECT TO ANY EASEMENTS, RESTRICTIONS, COVENANTS OR ANY STATEMENT or FACTS THAT SUCH DOCUMENTS MAY DISCLOSE. 4) UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM DATA OBTAINED 8YFIELD SURVEY, PREVIOUS MAPS AND RECORDS, AND FROM PAROLE TESTIMONY MADE BY SCHOOL DISTRICT AND UTILITY COMPANY PERSONNEL. THERE MAY BE OTHER UNDERGROUND UTIUTIES, THE EXISTENCE OF Mx:H ARE NOT KNOWN TOTHE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO ANY CONSTRUCTION. 5) THERE WAS +/-10- OF SNOW COVER AT THE TIME OF THIS SURVEY, THEREFORE, THERE MAYBE FEATURES THAT WERE INADVERTENTLY OMITTED. TO BE CONVEYED TO THE TENNESSEE GAS PIPELINE COMPANY 212.79 .13 TC 41 05.09 Lo rOAK 60 So 191.75 191. 23 24-P -Ptimw FULL OF 214.21 I so wo 95 210-1 1.25 .65 18991 204 191.43 45 .24 M85 27 *00 CONVEYED JO 16. AC 192.33 190.37 192 14 oz 207.57 3rOAK `/70 OWMAPL�� 22 AK 204. TO E CONVEYED TO THE lcu le RRY 191.97 46 MAP REFERENCES: 1) SURVEY OF PROPERTY OF HARKNESS PARK, SITUATE IN VILLAGE OF RYEBROOK, oESTCHESTERCl. N.Y., BYROLAND K. LINK, L.S. AND DATED 11/27/1982. 2) 8YR4W RIDGE SUBDIVISION OF THE 8YRAM REALTY CO., KING ST &LOCH LANE' MAP #1687 AND FILED ON 12/20/1906' 3) TOPOGRAPHIC BASE MAPPING (FROM AERIAL SURVEY) OF AREA PROVIDED IN DIGITAL FORMAT BYTH0NASASSOCIATES ARCHITECTS + ENGINEERS. 4) LAND SUBDIVISION, UNION FREE SCHOOL 0ST.NO. 5,PART OF LOT 2A-2,BLOCK 0. SECTION 1^ VILLAGE OF RYE BROOK, wESTCHESTER CO., N.Y., BY LAN ASSOCIATES AND DATED 2/15/2004. 5) RE -SUBDIVISION MAP OF 8YRAw RIDGE IN THE TOWN OF RYE, WEgTCH[STER COUNTY, NY, FILED AS MAP #2457' BOUNDARY & TOPOGRAPHIC SURVEY KING STREET PARK TOWN OF RYEP WESTCHESTER COUNTY, STATE OF NEW YORK PREPARED FOR THOMAS ASSOCIATES ARCHITECTS + ENGINEERS / / / / / / � / | i / / / | � ^ 0�w / / / , uw� NAwL =wrLvm^,w^uw^ � / / _____-_______-_______-__________________-_____________-________________-___________-___________________________________________________________________-___-___-__________________________________________________-_________________________-_______________________-________________________-______________________________________-_______-__________-_______/ I rn Ln Ln Ln W 0 A , a� # A M= M1111111111111 FAM 1WN11111111 MI"I _j I NEMM RAM 3 4 7 to 1[4 ID %el % LEGEND 7 a h w X. /J INLET PRO x Av A h § TECTION ...... (SEE SHEET L402 DETAIL 12) p., v # pq'i 47, er r SILT FENCE --j N, C5EE 5HEET L402 DETAIL 10 AND 15) 51 Ali Y- jr 0 t h' &V IV, EDINO OF\ I "'X CRITICAL AREA 5E t i�, ft� 0, N 41� § V, I o D M ool" I . . ...... IVY R j, I Pt� Ji J— x I .1, % "o, STABILIZED CONSTRUCTION t, i�z NN, ENTRANCE C5EE 5HEET L402 DETAIL I I 'v, io lgl ht . ........ //y X""I Z'- 501L STOCK PILE LOCATION5 A'/ C5EE SHEET L402 DETAIL 133 Zz z x Ae S TREE PROTECTION I/Tp V_ 5CE zY C5EE 5HEET L402 DETAIL. 14) 'p "'N i�, 4L17, J _j, ji ? 'Y� A I"A 0 Al v -,i lit 511 g .. . ....... ­j - --------- . ..... 7 4 'Alt A A N, g, ar V! '19 X, -0 Z "n" x y V N Z A.I p I It IN, , A,, 'NV N Y V V "A I'M X;, A, J A"!' % _1x\" �k x 1< N N Z4 y�iA �,A V�, 4 ;2 tl X ni-s JI % A ME W Z '4 1q4 'v;' f F (51 A*,. t 11 d to j iv v /J 41 X Ir _J A ft 9 4; '00, j 101 % 7 41, Z j"A/ 04 r"117 1i i / 1-1 ? t, i., � i "; ., / .1 11 i ! J, "I , ; `� tj 1A 'J, Ap k t 14F t , f 'Ap i ?11 , ­t", I" V01 V, Ile N % S j�­ y"q -;,q it t J x All J ) , " / /"? "e, � ,� I , / / -N- I % Io J T­- j A xvil . .. ........ 7 �,V .......... . 56 va. Z. ............. x ------ ---- 4 v;' L4, J, oa 1, ALL WORK ON THIS DRAWING TO BE PART OF THE SITE WORK CONSTRUCTION CONTRACT UNLE55 OTHERW15E NOTED. 2. SEE DRAWING L402 FOR ADDITIONAL ER05ION CONTROL NOTEa 3. ALL BOUNDARY AND TOPOGRAPHIC INFORMATION INDICATED ON 51TE PLAN OBTAINED FROM SURVEY TITLED "TOPOGRAPHIC SURVEY OF KING STREET PARK" BY BOLTON LAND SURVEYING, P.C., LAND 5URVEYOR. DATED 1/27/05. SURVEY DRAWING 15 PROVIDED FOR INFORMATION ONLY. IT 15 THE BASE INFORMATION USED TO PREPARE THE WORK INDICATED ON OL' SERIES DRAWINGS. THE DATA INDICATED REGARDING EXISTING SURFACE CONDITIONS 15 NOT INTENDED AS REPRESENTATIONS OR WARRANTIES Of THEIR ACCURACY BY INCLUSION Of TH15 SURVEY IN THE SET OF DOCUMENT5, THE THOMAS GROUP DOES NOT A55UME RESPONSIBILITY FOR ACCURACY OFTHE SURVEY NOR FOR INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR. IT 15 AL50 EXPRE55LY UNDER5TOOD THAT THE OWNER WILL NOT BE RESPONSIBLE FORINTERPRETATION5 OR CONGLU51ON5 DRAWING THEREFROM BY THE CONTRACTOR. ERROR OF TOPOGRAPHIC INFORMATION WAS REQUIRED NOT TO EXCEED ONE HALF OF THE CONTOUR INTERVAL. 4. VERIFY ALL EX15TING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. 5. NO ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUND UTILITIES ON TH15 DRAWING. CONTACT U.F.P.O. AND LOCAL UTILITY COMPANIES TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO TRENCHING OR EXCAVATION OPERATIONS. G. CONTRACT LIMIT LINE CCLL) SMALL BE TEN FEET OUT51DE OF LIMITS OF WORK SHOWN ON THESE DRAWING5 UNLESS NOTED OTHERWISE. 7. CONTRACTOR 5HALL PROVIDE CONSTRUCTION/FROTECTIVE FENCING OR OTHER MEANS NECE55ARY TO PROTECT WORK AND TO ENSURE SAFETY OF PEDESTRIAN AND VEHICULAR TRAFFIC DURING CONSTRUCTION. 8. INSTALL 50L AND ER054ON CONTROL FACILITIES PRIOR TO START OF EARTHWORK OPERATIONS PER LOCAL GOVERNING 501L AND WATER CONSERVATION AGENCY RECOMMENDATIONS AND STANDARDS. rotfeld ongineoring, p.c,- 900 White Plains, Road Tarrytown, NY 105ql Dam Descriptlom- Rev. No.: fit. J, § ­3 19266 A Y2,z", fil J �,A "A , Iti 195.44 1A UU AV, 'X V) VT, Z5, Z. A t 0 41 01 4' M h, ......... . I've M". it 77"1" It" V it ko Aj It ,e ------- f J. 5 1 2*8, t V� CAP 7> i it .P, Al -I k6t, -0-K GRAPHIC SCALE J, 30 0 is 30 60 120 X ET IN FE 1 inch 30 ft. r Village of Rye Brook Recreation Department Rye Brook, New York I, Athletic Field Constru on at the King Street Property 0 0 a 4 eq Dmwn by: Dam DmMng No.: CS Sq*ember 16,2005 T+ Proiect W_ L I 5932 N 7 M-A 10 W IT M R E-A PEI z 2 3 4 5 Gt 7 8 q to I I 12 13 1 14 1 15 1 I p. W T6=192-41 24- OAK j',/ TO REMAIN. CPROTECT .�2• I DUIIN`STRUCTION) 30" OAK TO CU TC-I9t91 REMAIN. `CPROTECT URN& 09N5TRUOTION) TC 215.16 a. 20%`A$WTO' 'CPROTECT' REf1AIN,' 00 go- fC2)`300 OAKS TO DURING ONSTRUbTION) ev REMAIN. CPROTECT I v �rz V, - ------ DUI CONSTRUCTION) EXG. CONCRETE AO 400 to BUILDING TO BE TC=216,3 REMOVED. C 3 W"A 56 TO RCTtCTf _6 'OA C NEW TREE LINE 0 U "&YP 7 "*EX& WOODEp1A9EA DE 40"OAK Ile. IGNATeD OVEP BC= 7 TO BE CLEAI�ED)AND &fUBBED/ TYPO 5 TYPICAL. NEW TREE LINE T Gz INVEYFE, 10 (TYPICAL) •,.EXG STONE WALL EXG CONC. WALK ALONG PROPERTY A AND CURB TO REMAIN LINE TO REMAIN. loll* PROTECT DURING 48-MkPLE� BEYOND THIS POINT. 91 95 CONSTRUCTION. THE rrmiN THE ZO7 EM .RAVEL w.✓ 30"OAK i f ��/ - VILLAGE OF IZYE BROOK PORTION OF EX6. CONC. CURB GAS DMAI ;1K1*1 PROVIDE ADEQUATE WIDTH FOR OPERTY TO BE STRIFF AND WALK TO BE REMOVED TO pp, WIDENING THE EXG. CURB OUT AND SC AS EXG. FENCE I ON MA BE REMOVED. Bc- -51TE IFILL �TERIAL. 34 OAK ACCESS RIVE. C5HOWN DASHED 1413 Bc= TC=192 TYPICAL®RIVE. �ti / , f ; �iD `1 , P r /< / �Z� f' I = ' +r , / / ♦ ,.., ,_ r �Zf r� 14�1 (2)8"MAPLE 36"OAK EXG. TREE5,TO BE 48'OAK , (2 14"MAPLEf�� `°\ �.. REMOVED.C5HOWN 1,4"MAPLE 2 BE REMOVED. EXG.. FENCE �.TC=19 2 DARK TYPICAL 32"OAK/ 20'CHERRY BC- 24"OAK - ------ ---- • - 2 A - 2tit 36"OAK IF TO p 6"OAK Ile - 11 �t 20"OAK r. A ,trCC L) EX6. GATE, POSTS AND FOOTINGS TO BE REMOVED EXG CONC. WA&n% AND cuR -0 RtMAIN TO C 0 N V E 1' E)05TIN6 ASPHALT DRIVEB,.,T BROOK TQ BE REMOVED AND WILIAGF ,,)F RYL 32" K Rai AS, ON-54TE FILL C C=,93.06 IU �A EXG. FENCE AEW" TREE LINE % 1081 BE REMOVED. 32"OAK _V� (3)14"OAK ♦ 01%b 3 O"MAPLE 14"MAPLE M E\ BC_ HIGH , TC=193.56 — — — - — — — ® — 12"MAPLE I X -195 i0"CHERRY 'APPROXIMATE LOCATION OF EXG. PRESSURE GAS LINE AND EASMENT. �2)10"OAK COORDINATE ALL WORK WITHIN EA5MENT WAPLE WITH TENNESSEE &A5 PIPELINE COMPANY GAS LINE AH PRIOR TO ANY WORK WITHIN r 30"OAK- EASMENT. CONTACT NICK DEOEWE Af TE. 92' OAK TO -3 (�:8GO-7ro CORRDINA r —EXG. STONE WALL REMAIN. CPROTECT DURING CONSTRUCTION) TO BE REMOVED 32"OAKrr 0 12'�, OAK TO 30"OAK 14"OAK RtAAIN. (PROTECT OAS /* TC=1 94 WOAK MAM)v♦ DURIN6--00N5,TRU0TION) 12"OAK vv MAPLE 12"OAK 12"OAK -OAK (2)12 ANE 32" MAPLE TO MEDLEy 30"OAK 34-OA REMAIN. CPROTECT EXG POLE AND / , I 32-0�K CONSTRUCTION r FOUNDATION TO DURING ............. r BE REMOVED 1q4 3WOAK -OAK J� (5)14 4r < 24!'OAK ,Zi t F+t > .. t-,t,> ,,* ; i J.,- f �', ,t, f !� - / / l• �`'"" .. .•'�' { . / ri I 34 22"OAK "MAPLE vOr 7- C StRIPPED, EXISTING GRAVEL TO 5 G A L 24."OAK SCREENED AND REUSED 34"OAK FILES EX AV ON SITE FILL. 30-DAK 14 OAK 30"OAK VIUMP (2)18"M PLE �D L A,,1 22""OAKf PILE 12"CgRY BC - j,�TC=�;196,90 12"0 rri A X6 E S0-'OAK TO 14"M OAS 'MAPLE WIRE FENCE TO BE crPOT #AA EX0,,TkEE5 AND STUMP -Of REMOVED. REMAIN,' CPR RING bNS. A20 J4" OAK TO UCTION) 0 BE REMOVED.C5HQ ARE CPROTECT 'DARK TYPICAL) DURING CONSTRUCTION) AK TREE LINE TO BE REMOVED 18"OAK1­1, NEW TREE: LINE 14' 12"MAPLE 30"OAK N, 1 -4 ` CTYFICAL) STUMP lec= 11. i� OAK TO REMAIN. CPROTECT DURING CONSTRUCTION) op� Soo C TYPICAL) 'NEW TREE"LINE, EXG. CHAIN LINK FENCE C TYPICAL) TO BE REMOVEDti 34X OAK TO 341 REMAIN. CPROTECT �1APLE DURING CONSTRUCTION) BC= 6A 14' PINE� TO % 14rMAPL 34 MAP REMAIN CPROTECT 30'OAX 18"OAK 12"MAPLE' G. WOODrD K 'iENCE TO BE 40 - "W " - DURING ; CON5TRUCTION) EX AREA DESIGNATED TO BE,_REM0_VED___, 2)12"OA EXC. WiR 181, il"OAK TO TO BE'CLEARED A ';4 ND GRUBBED TYFZA�L:77'�,� R EMOVED. ./REMAIN. CPROTECT' 8' MAPLE alK 11 _ _ (2)12"OAK 3Q,PINE 6 CONSTRUCT DURIN ION3 (2)30"MAPLE . . .... I -MAPLE%, 4 REMAIN.,C Z DURING 01005TRUC,MON), X&. WOOD FENCE TO 3) 22ff MAPL ES TO TO REMAIN. CTYP) REMAIN. CPROTECT F IN 14"MAPLE DURING CONSTRUCTION) --- do 12"OAK PLE 14"MA 34 OAK TO . . .... REMAIN. CPROTECT REMOVED. EXC. WIRE FEI� 0 BE DURING CONSTRUCTION/ C2) 32" RAftt Tb REMAIN. CPkO L DURING C",54VC�ION) ... . .... .. Fi E 0 4, f A P 0, SEC. L 0ry EXG. WOOD Ff:NCE-,'fO �40 TO REMAIN. CTYF3 22' MAPLES ,10hh REMAIN. CPROTEGT DURING CONSTRUG �_, 1�9 .6 CZ) 22",OAKS TO NO RTH REMAIN. ('PROTECT IVE BISHOP DR DURING P, C N1 E Ay �A ............. §5 H 195.18 rr sd (p Site Demolition Plan % 18732 30 0 10 20 30 > RIM= 9"PVC INV= % %• TC=185�54 177�6 HILLAN LE DA Bc- ROAD -18562 14 ;/p it % ♦ U7 1Drawing Notes I. ALL WORK TH15 DRAWING TO BE PART OF THE SITE WORK , CONSTRUCTION CONTRACT UNLE55 OTHERWISE NOTED. < 2, REFER TO DRAWING 1_100 FOR ADDITIONAL GENERAL NOTES. m Imo: m Im m the Tho ATErRATECNC0I1PAI1Ygr*1*"%Up wwwMeThomasGroup.com Village of Rye Brook Recreation Department - Rye Brook, New York Athletic Field Construction at the King Street Property Dmvm brw tuft Drawing No.: itm SqAm*w 16,2005 T+ Project No.: L21 I 1 2 1 3 SYNTHETIC WRFACE FILLED WITH RUBBER/SAND MIX SECURE SYNTHETIC TURF TO C-OW051TE: DRAIN CONCRETE EDGE WITH ADHESIVE CAULK. NOTE SEE DETAIL 7/L402 FOR ADDITIONAL SYNTHETIC FINISH GRADE AT TURF SECTION INFORMATION LAWN AREAS IIIWELL �L!T COMPACTED 5UBGRADE CONCRETE EDGE. PROVIDE CONTROL JOINT EVERY 30' MIN. (Tyr) '�COLLECTOR FIFE TRENCH SEE DRAWING L201 TYP Synthetic Surface Edge @ Lawn C 2 NTS C, C SYNTHETIC SURFACE FILLED 5ECAJRE SYNTHETIC TURF TO WITH RUBBER/SAND MIX CONCRETE EDGE WITH COMPOSITE DRAIN ADHESIVE CAULK. NOTE SfE DETAIL 7/L402 ASPHALT PAVING `F0K ADDITIONAL SYNTHETIC SEE DETAILQ TURF SECTON INFORMATION A C11 4 F-u—CONCRETE EDGE. PROVIDE CONTROL JOINT EVERY 30' MIN. (TYF_1 COLLECTOR PIPE TRENCH SEE DRAWING L201 'Ietic Surkce Edge @_Asphalt Paving 7q 4 7 to H 12 1, 13 1 14 1 15 IG 17 0 SEE RAWING L201 lrcv DIMENSION LINE FROM-\ GATE P05T TO 0 CENTER Of RADIL GATE P05T DIMEN54ON NE FROM IUTILITY POL TO 0 CENTER OF DIU5 0 FENCE NEW TREE CHAIN UNK CIRFo 0 .. ........ LINE.CTYP) 4' HT. BLACK PVC COATED CHAIN -AsmALt -PAvm 0 UTILITY LINK FENCE. START 0 CORNER OF NEW PRECAST C 1�z ,FEA6 Tyr) SHOWN. PRO 11DE 12' DOUBLE WING GATE 5ATE TO OPEN AWAY FROM PARKING. BOLLARD. C PROVIDE 12'x12', G" DEPTH MIN.. GRU5HED STONE PAD 10� FOR PLACEMENT OF 5TORA6E BUILDING -ff I0'-G'x1O'-O" SCHWEITZER DIMENSION LIN 51MILAR TO Tt C100 FIRE HYDRANT TO PRECAST UTILITY BUILDING, BY GXT PREGA5T PRODUCT5 CENTER OF RADIU 3808 NORTH 5ULIVAN RD, BLDG. 7 GOAL POST MOUNTM DETAIL SPOKANE, WA. qq2I G. PHONE#800-GCo3-5759 E PARKING LOT AND 13UILDING CDOUBLE DOOR5 TO FAC 104'-100 -77--_-CORNER TO BE WITHIN 4- OF NEW FENCE POST) EXG. FIRE 5 STAF118 W/ LANDING DETAL �G43G-. G112- E, 35 0 W EAVINIG FALL E ON iM WALK AND I ASPHALT To R rXF, CHAIN FENCE RI o' SYNTH SURFAICE EDGE 3 LFt- G' HT. BLACK FVC COATED CHAN G7* ALAWINOV,:L G LINK FENCE FROM NEW GATE P05T TO EX6� -NEW 5YNTMET-40 SURr-J, E-INTH15AR-E-A, ADJACENT STONE WALL AS SHOWN. OVIDE FLUSH CONDITION5 ........... ..... ........... TWFEN EXG. STREET, WALKS IA D CURB& TO REMAIN AND M R EfJZ, V NE ASPHALT PAVING IN '13OLLA THI AREA. CTYPICAL) P ..... ..... t - LSWAR) E 5' WIDE FAINTED . ........ :8��M,HAMICAMED'PAfK60. SMA + ..... R20 LIN%TRIFED OR055WALK 4 CTY -.K I0,LO ATIOWSHOWN). ... .. P AS OWN. .R2 IG042' 2G' WI )E �OGKABLE NEW TREE DOUBLE 5TNG GATE .... ..... ..... r-9 -N-PANM ...... . ... YI-q-,\ $Top SON LINE.CTYP) RI 2' R51 r2 ISYNTHETIC §W-,�fkCE-96W 0 LAWN TYPICAL Of.'(lO)'.*. EACH' AND I APSHALT PAVING BASE ISM EXG. GONG. WALK AND SEE' -DRAWING - �300'/FOR, ALTERNATE, L L-, '140PARXING STALL CURB TO REMAIN T TO THIS DETAIL AS P PAVING k -P . . ....... ... ART OF THE . ..... -NEW NT .TIP,'SURf *T"IS-A - PROVIDE 8' TYPE '2' FILL 554MLA ASPHALT'- ER-fME-TER'O'F' BASE BID. BINDER COURSE AND TOP -'(TY ....... SEE RAWIN6 L201 ............ ....... ....... ... ...... ...... COURSE TO BE PART OF -60LLA14D \Q5V 31 OLFt G' HT. BLACK CHAIN LJW MO -1. SEE DRAWIN�rOO bkTAL 00 0 ALTERNATE L rl 2 W�CTYPAN .2) .... .... PVC COATED CHAIN ......... .. ... ....... .. . BEE.'DRAWING. L201 LINK FENCE. CSTART 0 CORNER OF EXG. WOOD FENCE AND END 0 NEW 2G' WIDE DOUBLE GATE) SWING E )IME AT CENT �EE "WING L 2C PC EN15ION L NE FROP _ITY POL To IT P 'O P E F DIUS LTI PAVNG' iREA ,,flATCHED.A _5 TYP), ....... "GORTEZ EGA5T OONGRETE FLUSH 'PROXIMATELOCAION �OFEXt AP LINE'ANDI-ASEMENT. - TOILET B DING, BY GXT PRECAST PRODUCTS W.ACE EDGE p, RI 5' COORDINATE ALL'WORK,WITHIN EASEMENT 3808 I`$O TH 5ULIVAN RD, BLDG. 7 \w� .(TYPICAL) I'CE, 6A5'FIFEL . ........ .... WITH,TENNE55 INECOMPANY. SPOKANE, A. qq21G. Pt1ONE#8OO-GG3-575q PROWIDE 1) 18'xG' DEPTH MIN. C�RU5HED 5TONE PAD ... FRIOR.TO ANY', WORK. WITHIN. � GA51INE . EASEMENT..CONTACT NICK- DECESARE AT A5PER MAOUFACTURER5 5PICIFICATION5. I,U IV vvvrLj AIL. APPRO ED EQUAL) *17' SOFTBALL 5A0K5TOP IvOR APPRO 15G* 1 7' AND SIDLINE FENCING GAS SEE DETAILS(-1-2-\\ �15. . . . . . . . . . . . . . . . . . . . ...... .... . .... UTILITY POLE TO SYNTHETIC SURFACE FINISH GRADE AT CENTER OF RADIU5 T E FLUSH WITH ASPHALT TOPCOURSE OVER N%eBA5PHALT FIN15H TOP OF FENCE POST FOOTINGS. GRADE AT ALL (TYPICAL ALL LOCATIONS) r.1 FAWN IT LOCATIONS. (Tyr) 2 SYNTHUIC -*,,LA §qRFACE FOR' L300, ALTERN TE L-2' .... 'YNTHETIC SURFACEIN'THIS'AREA' SEE DRAWING L100 ASPHALT FAVIN6. 12' (D 5PHALT*FAVING AT-fERIMETER'.0f TYP /* NEW 5 . ........ ..... . TYPICAL IA- E-i V14 CONCRETE EDGE WITH CONTROL JOINTS EVERY 30' MIN. (TyP) WELL COMPACTED W_GRADE Edge Detail @w Softball Fencing 4 3 -4 Section Thru Composite Drain ---­-------------------- ­­­­­ .. ............... . ........ . .... .. . ..... ... ...... --------- -------------- - ---------- 188.27r4o' TO GENTER OF L 50 YARD IFN—E, 8,27G' TO t6DE ED6E OF 12" NEW OFFSET GOAL FOOTBALL END ZONE LINE5TRIP P015T W/ROUND SYNTHETIC SURFACE P05T PROTECTOR PAD AND BASE SECTION. AGGE55 FRAME SEE DETAIL 7/1_402 IN5ERT KIT FOR DEPTH zS1 -T Z, LEVELING DOLT5 CENTERING ROD5 0- e, 3G' UARE Note: GOAL POST MOUNTING DETALAY z: VARY AGGORDINO TO MANUFACTURER5 INSTALLATION IN5TRUCTION5. Goal Post Mounting Detail N.T.S. I 01 -.FOR - -SYNTHETIG� EE,DRAWIN6.4.01 .ALL -COLOR -0, CHAIN LINK FENCE .'INF ...... .... . . . HT BLAGK'PVC COATED*CHAIN 70I.F. 8' r LINK FENO E - ALONG. 3' d 'BASE 'LINE 'A SEE DRAWING L201 \P_0�0 721 E-207G'355G'.' GAS CtMTMM AM r"T" 'OOM ... M kRKW* CHAIi/ INK FENCE, r, 2 \4,4� 41 tl�. LACK FYC` COATED 43,�0533),','. RER'5 ....... T FE WITH 4' NIVE, ... ...... ......... SACK4TOP DETALS A. A ND TEA C41 12" . ...... . .. ........ .. 47 CHAN LIW CAST -4',,HT.-BLAGK-PV0,.COATED CHAN.LINK.*_.. IRON H, 4'�, WIDE: SWING GATE R FENCE, -WIT ... AROUND EAM, .5ENGH. AREA. 45- 'r DWG. ­/"21 tHAINIM �"IE NEW TREE LF. 1 2' HT 'BLACK VC COATED'. CHAIN NEW LINE.CTYP) LINK FENCE, ALONG.16t-BASE.LINE.' LINE. TYP) IMEN$460N LINE FR`6M 0 UUv AZ�4 IKUN RO ..... ........ O/ AT 177*,7'.-- START NEW G'HT. N AT EX6. WOOL) DIMENS40 LINE FROM P ZOPERTY LIKE GOR CHAIN LINK FENCE TO THE BA(,K GORN Of ac IRON PIPE BACK 5OFTBALt HOME PLATE. FENCE CORNER. CORNER OF 5OFTB ALL ME PLAT 142 CHAIN LINK E6!qE KIM=1 92.50 74 CBELOW ORA \k!Wr27LF:t G' �HT. BLAC"VC COATED A17 EXG. WOOD CHAIN Lik FENCE.START FENCE a 39-3- FENCE TO REMAIN END Qt NEW W,CY01D FENCE AND END GI 1-1 O" 20-01 FEN45E 0 RETAINING WALL BY OTHER5� IPF IRON VERIFY GA5,LINE LOCATION PRIOR TO ANY PIPE SANITARY LINE AND EASEMENT 45* FENCE POST FOOTING INSTALLATIONS WITHIN GAS LINE EASEMENT. COORDINATE WITH A)SPHAL* PAVM TENNESSEE GAS COMPANY TYP. SEE DRAWING 1_201 \4�4 COR055 14ATCHED AREA5 Tyr) IRON PIPE AN Le- PROVIDE 15' 4ON ffRM PLkYER 0 1 DIMEN51ON LINE FROM S101 0 M EL #P -20PI PROVIDE 102LF± OF IRON PIPE NEAR CORNER -___-By JAYPRO SP RTS TEL.#1-800-243-0533 OF EXG. WOOD FENCE NEW WOOD FENCE INSTALL IN FOOIIN65 PER MANUFACTURER'S 0 TO MATCH HEIGHT, MATERIAL, TO THE BACK CORNER 0 AND COLOR OF ADJACENT 5OFTBALL HOME PLATE. RECOMMENDATIOVS. EXG� WOOD FENCE GO*23' EXG� WOOD FENCE TO REMAIN 0 START NEWWOOD FENCE 192.4 AT EX6. WOOD FENCE CORNER. 195,4 Poo� DRAWING L201 FOR 0 95,1 ORM DRAINAGE IN PROP05ED EASEMENT SEE�RAWING L201 Gv 0 N ut Plan ite IPF 0 10 20 30 0 General Notes I ALL WORK ON TH15 DRAWING TO BE PART OF THE 54TE WORK GON5TRUCTION CONTRACT UNLE55 OTHERWISE NOTED. 2� ALL BOUNDARY AND TOPOGRAPHIC INFORMATION INDIGATED ON SITE PLAN OBTAINED FROM SURVEY TITLED "TOPOGRAPHIC SURVEY OF KING STREET PARK" BY BOLTON LAND SURVEYING, P.C., LAND SURVEYOR, DATED 1/27/05. SURVEY DRAWING 15 PROVIDED FOR INFORMATION ONLY. IT 15 THE BASE INFORMATION USED TO PREPARE THE WORK INDICATED ON "L SERIES DRAWIN65. THE DATA INDICATED REGARDING EX15TING 51JRFAGE CONDITIONS 15 NOT INTENDED A5 REPRE5ENTATION5 OR WARRANTIE5 OF THEIR AGGURAGY BY THOMAS GROUP DOE5 NOT A55UME RESPONSIBILITY FOP, ACCURACY OF THE SURVEY NOR FOR INTERPRETATION5 OR GONGLU51ON5 DRAWN THEREFROM BY THE CONTRACTOR. IT 15 AL BE RE5PON51BLE FOR INTERPRETATION5 OR GONCLU51ONS DRAWING THEREFROM BY THE CONTRACTOR. ERROR OF TOPOGRAPHIC INFORMATION WA5 REQUIRED NOT TO EXCEED ONE HALF OF THE GONTOUR INTERVAL. 3. VERIFY ALL EXISTING GONDITION5 AND DIMEN51ON5 IN FIELD PRIOR TO GOMMENGING WORK AND NOTIFY ARCHITECT OF ANY D15GREFANGIE5 IMMEDIATELY. 4. NO ATTEMPT HA5 BEEN MADE TO SHOW ALL UNDERGROUND UTILITIES ON TH15 DRAWING. CONTACT U.F.P.O. AND LOCAL UTILITY COMPANIES TO VERIFY THE LOCATION Of ALL UTILITIES PRIOR TO TRENCHING OR EXGAVATION OPERATION5- 5. GONTRAGT LIMIT LINE (CLL) SHALL BE TEN FEET OUT54DE OF LIMITS, OF WORK SHOWN ON THESE DRAWING5 UNLE55 NOTED OTHERWISE. G� GONTRACTOR SHALL PROVIDE GON5TRUGTION/PROTEGTIVE FENCING OR OTHER MEAN5 NECE55ARY TO PROTECT WORK AND TO EN5URE SAFETY OF PEDESTRIAN AND VEHICULAR TRAFFIG DURING GON5TRUGTION. Rev. No.: Date: Descriptim- T e ommahILas ATETRATECH COMPANY 6FUUP www.TheThomasGroup.com Tholowlsias,ft Assod4o%tes Architects + Engineers Village of Rye Brook Recreation Department Rye Brook, New York Athletic Field Construction at the King Street Property Site Layout Plan and Details Drawn by: Date: Omwing No-- itm S"mber 16,2005 L I 00k 0 T+ Project No.: 5932 t7 7 8 q to it I12 13 .1, 14 1 15 1 IG 2 4 IZ7 O/ (U SEE DRAWIN L201 RIM= ICE SNOW GOUD INV 0,HD IQ5 FULL OF 9 PIPE= SEE DRAWINa L Of ONE TP GWAPE IF f;17P 6 CIRF T RIM= ST G "O VNIN ICO�TINIUI� I UINtIW Mur/t r N/ AN� AN ABANDO CAP N EXG. /0 P�A CIO 12, LE ;THIS LOCATION 7-� S;PLY GROUND BOX rl 3 Ak� OENT \k4* INSTALk BOX DIRECTLY ADJA 35 TO SY HETIC SURFACE CURB EDGE AND FI U WITH FIN15H GRADE� L .......... . u s BM#2, T ON HYD. FLANGE ov ELEV.=193.87' j�' EX& WATR�"tVf ATER M EX& �w -al 7— \R t(-71NNIN6=1 qO.75 r7 SE INVOG"UD t5 ICE INSTALLATION RgIAL MAI Exe Drop Inlet r2C INSTALL FRAME AND COVER MIN. AST IRON FRAME AND MANHOLE COVE 155G-. IMPRINTED WITH 20 in OCKNG SIM Go BELOW FIN15H &RADE TO NEENAH 'R WORDS '75ANITARY $EWER ...... ALL/1`�Pr BENDS TYP. T PROVIDE CONCRETE ...... SHIMS AS REQUIRED MATCHEXII97 0 PROVIDE BITUMINOUS WATERPROOF GOAT- ION EXTERIOR .......... .......... POLYPROPYLENE STEP ........... < 0 ....... z "O-RING STRUCTURE JOINT BETWEEN PRECAST-* MANHOLE 5EGTION5 ........... ......... .......... ......... CTYP.3 SEE DETAIL f SEE DqAW I 6 L201 T 41-011 PRECAST GONCRETE WA GROUND,S-OX . . . . . . . . . . MANHOLE SECTION 13 LY ADJACEN id2q/ INSTALLtX DIRECT > C4000 1`51 0 25 DAYS) -5DR 2G PVC 7\ 5EE5ITE PLAN - - - - - -- .. ... ....... TIC SURFACE CURB EDGE PROVIDE GROUTED < FOR SPECIF1 BOTTOM WITH SMOOTH AND FLU WITH IFINISH GRADE. ERT > 'E INV 5 ICHANNEL FROM INLET ...... r . ...... ......... ATER SERVICE LINE ......... . ... . .............. A', TO OUTLET PIPE NEW 2i FROM WATER MAIN TO .. ......... INEW PREP ...... I WILID OVE FINISH FLOOR )�.ST TOILET BUILDING. INSTALL G" TYPE 2 FILL ...... FOR CONN CTIQ14 TO BUILDING. PROVIDE . . . . . . . . . . . . D A VALVE/ IN WATER LINE INSIDE BUILDING CID . ......... ..... ....... TO ALLQW R FREEZE PROTECTION OF 5UBGRADE WELL COMPACTED 'y WATER*114� IN ATHLETIC, FIELDS. y DETAIL FLEXIBLE SLEEVE. SEE PIPE rENETRATION ...... SAN 0 1.0% SLOPE. STUB .... ... .. .... F GSAN UP 120 ABOVE FIN15H FLOOR PE0,70RATE,D - GOMP(bSiTr/_�6k�lw. IAF Sanitary Manhole Detail V X12 FOR CONNECTION 1\\ Irl rx/A nF IQA nl u- j N.T.S. H 0 Ln rn Ln 10! -43 E PRE-CA5T CONCRETE STRUCTURE NOT TO SCALE "WATERPLUG" OR EQUIVALENT NON - SHRINK GROUT. AFTER PIPE INSTALLATION PRE:-GA5T ICONGRETE STRUCTURE "WATERPLU6" OR EQUIVALENT NON SHRINK GROUT D-RING" STRUCTURE JOINT CONFORMANCE WITH STM C443 "DUAL-5EAL H' MOLDED RUBBER GASKET EQUIVALENT CAST IN PLACE WATER TIGHT CONNECTOR EXTERIOR PIPE ;5 Pipe Penetration Detail NOT TO SCALE 16" x 15" CONCRETE SLAB SLOPE TOWARDS (5RADE CIZ MIN) EXTERIOR OLEANOUT @ 6RADE. L 1% F-4 zrol� Exterior Cleanout Detaii.1 TO PR BUILDING PLUMBING AND 7 "I `-y ' . ...... FLOOR DR CATION� AM W ....... rl 3 . .......... -t, BOX DIREr. P GtN1 4 vTLY \k!o _q/ INSTAL 0 ...ERIOR CLEANOUr DETAL TO 5Y"-tf:Tr, 5mrA WITH FINI FINISH GRADE3 RIMI�=j q3.q5 C AND FLUS4 . ..... 9�v ...... 14 GISAN INV=155.5G ............ DRA ''IN6 CONNECT G-UD TO AFFROXIMATE LOCATION tX6 /P416P 5A5 LINE AN BA51N IN THIS ATION ...... rrIC` DRAW OR C5 INFO. DINATE A�LL WOR IN OFIFANY," n NNESSEE No"' ..... .=I 90-82 -77 .. .... INV &A6 / �. � I � _/ I ''I ''. t. - - ..... ..... K�� A I/ ...... . . .......... -0 ANY WORK JOR T �/LINF CONTACT- EASEMENT .. .... I -7G, -GO15ST TIE' 40 ROUND BOX �,_/ ..... rl 3-'N *A SUPPLY _6 \4W IN ALL BOX DIRECTLY ADJACEN 4" q3.05 ...... / TO SYNTHETIC SURFACE CURB EDGE I...... AN ...... 37OLF G 5AN I -LUSH WITH FINISH 6RADE. ...... . . ...... .... ...... 7 7 ,0 .......... . ......... .......... 00, A q3.36 N ............. . . ;I'LL HOLE IN M ARBLE MON. I q3.50 STOW 0 ril _egaogugs, W/ I q3. U L 201 D e,b.5Z SEE DRAWINC 305LF r ...... IFOR ADDITIONAI INF RMATION q3. N NVOGOUD, > / BE(51NNIN6=1 q2-32 Site Grading, Drain e, and U. ity,flan on 30 0 10 20 30 SIRFCAP ANF�/A15ANDON EX - v I Al I;yl VERTICAL/TLE IN TtV5 LOG ION /'3-*'%\ SAINITARY MANHOLE - SSIIIII RIM=Iql.50 CBELOW GRADE) EX15TING WATER MAIN Gff INV IN=185.qC)±A65UMED rXG. 8" INV OUT=185. Ot CV.I.F.) NEW CORPORATION STOP CURB STOP INSTALL PRIOR TO IFYING N1cAN IFE VERT AND L ATION NEW SERVICE 5EE DRAWIN L2_ I FOR STORM PIPING -188- Or EXISTING 8" PVC, 5 . IT Y IN FIELD. IFY ARCHITECT OF NY D150REPANCI PRIOR TO CON UCTION FROM 5TORMWATER LINE. PIPE LOCATION A INVERT 7N 0 OF NEW 5ANI Y LINE.) 0 COLLECTION DE51C TO BE FIELD VERIFIED P IOR TO THROUGH PROPOSED EASEMENT IN TH15 AREA. START OF ANY NEW NITARY WORK SERVICE PIPE 10 5HOWN. NOTIFY ARC TECT OF ANY A ANY DISCREPANCIES I THE INFORMATION 5HO AND FIELD VERIFICATIONS. (T 7EX15TING SANITARY EASEMENT Pool -192 A 191 CORPORATION STOP. 9-1 -1901 TAP WATER MAIN AT 000_1_1:�) 11 3 OR q O'CLOCK r -SL e LID + PLUG . . .... FIN, GRADE 2" DIAMETER r-A 1*EN5ION TYPE CURB BOX - TELESCOPING ARCH PATTERN BOX NY51TEM # 703 02 CRU5HED STONE 0 No� I + No� 2 L COVERED WITH POLYETHELENE SHEETING - 2" WATER SERVICE RIM- 2" WATER SERVICE CURB STOP EX15TING WATER MAIN CONC. BEARING,/,",' E3M#3 185 D IN ETAL C fo BLOCK LEV.=186.62' IFIF SO Service Installation Detail CAPPED ROD IN CONCRETE 7 N.T.S. IDrawing otes I. ALL WORK THIS DRAWING TO BE PART Of THE SITE WORK C,ON5TRUCTION CONTRACT UNLE55 OTHERWISE NOTED. 2. REFER TO DRAWING LIOO FOR ADDITIONAL GENERAL NOTES. 3. FOR INFORMATION REGARDING 5UB5URFACE CONDITIONS AT TEST BORING LOCATIONS. SEE PROJECT MANUAL SECTION 02300 -EARTHWORK. 4. TOP50L SMALL BE STRIPPED FROM ffCUT AREA5ff TO FULL DEPTH AND STOOKPILED AT LOCATIONS AGREED UPON AT THE PREGONSTRUCTION MEETING, MECHANICALLY 5GREENED. THEN RED15TRIBUTED DURING FINAL GRADING OPERATIONS. 5, ALL TOPSOIL, IMPORTED AND FROM ON SITE, SHALL BE MECHANICALLY SCREENED BEFORE USE. REFER TO PROJECT MANUAL SECTION 02300 - EARTHWORK FOR ADDITIONAL INFORMATION. G. SPREAD ALL TOP504L FROM STRIPPING OPERATION TO A MINIMUM DEPTH OF G" OVER ALL AREAS OF 51TE WHERE EARTH HAS BEEN EXP05ED BY EXCAVATING. GUTTIN&. FILLING OR GRADING EXCEPT WHERE ASPHALT OR CONCRETE PAVING 15 REQUIRED. CONTRACTOR SHALL IMPORT ADDITIONAL TOP501L AS REQUIRED TO MAINTAIN MINIMUM G DEPTH. 7� AFTER FINE GRADING 15 COMPLETED, INFORM THE OWNER AND A/E 50 THAT AN INSPECTION OF THE FINE GRADING GAN TAKE PLACE BEFORE, SEEDING 15 BEGUN. EXCE55 FILL MATERIAL TO 15E REMOVED FROM THE 51TE AND LEGALLY DISPOSED OF CA$ PEP, PROJECT MANUAL). q. ALL AREAS NOT SPECIFICALLY INDICATED TO RECEIVE IMPROVED SURFACING WITHIN THE CONTRACT LIMIT LINE (I.E. BUILDING, ASPHALT, AND CONCRETE PAVIN6, CURBING, ETC.) SHALL BE FINE GRADED,SEEDED, FF-RTIL17-ED AND MULCHED AS PER THE PROJECT MANUAL. VARIATIONS IN FINE ORADING SHALL NOT EXCEED TOLERANCES INDICATED IN SECTION 02300 - EARTHWORK. 10. THE CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY PRIOR TO COMMENCEMENT OF EARTHWORK OPERATION. ANY ELEVATIONAL 015GREFANCIE5 WHICH WILL AFFECT THE WORK REQUIRED AS PART OF THE CONTRACT DOCUMENTS SMALL BE IMMEDIATELY REPORTED TO THE ARCHITECT. COMMENCEMENT OF WORK WITHOUT THIS WRITTEN NOTIFICATION SMALL CONSTITUTE CONTRACTOR ACCEPTANCE OF THE EX15TING TOPOGRAPHY INDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENTS TO THE CONTRACT WILL BE MADE FOR THE DISCREPANCIES uj BROUGHT TO THE OWNER'S ATTENTION AFTER WORK HAS BEGUN. H. ALL WATER PIPING BETWEEN MAIN AND BUILDING TO BE 2" TYPE K COPPER UNLE55 OTHERWISE NOTED. 12, ALL WATER PIPES BETWEEN BUILDING AND WATER SUPPLY GROUND BOXES TO BE 5DR 21 PVC� 13. ALL SANITARY PIPE TO BE 6DR 2G PVG- EM H �A the S U P ATIETRATECHCOMPANYgi u www.TheThomas roup.com Village of Rye Brook Recreation Department Rye Brook, New York Athletic Field Construction at the King Street Property Site Grading, Drainage, and Utility Plan and Site Details Dam DmOng No 7—\ Dmwn by. z S"mber 16,200S itm 0 T+ Project No.- L200 0 :e-, 5932 N.T.S. "Oao A kp� ca I A = 7671= �4j I MIM ME uam E�1001 fi-M11111111 FAI M F9111111111 3 4 7 9 .-to I I I I 2 _j A A A IV - 01 I - t 11 - - F� G 51505 S7_ V", LEGEND U WAIM 0 W RM� 'Irt L I Q-1 % ALL WORK ON TH15 DRAWING TO BE PART OF THE 51TE WORK 10LE I Y . ... .... DOO HOU5E MANt 4NV. A% R CON5TRUCTION CONTRACT UNLE55 OTHERW15E NOTED. Jf F A v PROP05ED CONTOUR RIM E�_. IqO.5t X 2� 5EE DRAWING LI, LI 00 AND LZOO IF OR ADDITIONAL GENERAL EL� 185.5t INV. it At" � kt," VIF. Q� 0 ?v > I I i j , ., I , N NOTE5. , .1 % EL I q2 25 5POT ELEVATION PROP050 CURB A > �Qt A OLIN ARKIN(5 t I PROP05ED HOPE COLLECTOR AREA .......... .......... V. EL.-, iy. hi 2 1 5 6,f %a, \y . ......... %V t 0 .1,44 t 0 Q 0 V P A% Nt gv rt� 190.41 15 HOF INV EL. X N, 10 LF E u 0; ...... ff RIM EL. jq::��?_5 /Y I/ --- -I-- ';I "'! ! ! � I I I Nil jj N, INV. EL. 158.3\0 j0, 9" _h A . .... . .... Af 06 GO WIDE x 18,11 DEEP X rvRAVEL 5TRIP,,,EL. Iq3.2 v ­Aik '7 INV. rL. CNO CURB) zz V X I qO.4 & EL 'x, h'i X Nk;`t 37 3q LF 15`0 _7 Mfikh�� I 1�-5`WALE A - -, z, , §, x v L. 3.58 SRI- "U tN� t "Pi HOPE @ 0.57. IRV, EL, V It r A, 193.4 "Al it " I 1\ I - 0 G 5. '5D04 f RIM EL. I q2.74 NIV. I- -A I \1 90.4 INV. EL. 188.5 14- t Z ­� 7 ", it -'�INV. 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LOO5EN5UB5OL W/ A PICK. CONSTRUCT EARTH SAUCER W/4 HIGH BERM, FLOOD WITH WATER TWICE IN THE FIRST 24 HOURS. I-A. x �21-011 VARIES L2,_Olf TYP TYP Tree Planting Detail 17 Drawing Notes I ALL WORK THIS DRAWING TO 13E PART OF THE 51TE WORK CONSTRUCTION CONTRACT UNLESS OTHERWISE NOTED, 2. REFER TO DRAWING LIOO FOP, ADDITIONAL OENERAL NOTES. DECIDUOUS TREE ONLY: PRUNE 1/5 OF LEAF AREA 3� ALL NEW PLANT MATERIAL SHALL CONFORM TO THE AMERICAN 13UT RETAIN NATURAL FORM SPRAY W/ ANTIDE551CANT A550GIATION Of NURSERYMANS 'AMERICAN STANDARD FOR ACCORDING TO MFR5 NURSERY STOCK - ANSI ZG.01" FOR CALIPERS, HEIGHTS, 13ALL INSTRUCTION If FOLIAGE SIZES, ETC, 15, PRESENT. -WRAP WITH WATERPROOF TREE WRAP + SECURED WITH TWNE. 0) Z'x4" HARDWOOD STAKES MIN. 00 N-O' HIGH ABOVE GROUND OR 2/3 HEIGHT OF TREE. GROUND LINE TO BE SAME AS AT NURSERY. .WEED BARRIER SIM. TO MATERIAL MFR'D BY DEWITT CO. INC., SIKESTON, MO. 4' MULCH EXTENDING OVER BERM W ...... .......... A' v GROUND LINE TO BE SAME .......... .......... AS AT NURSERY .......... WEED BARRIER 51M� TO MATERIAL MFR'D. BY DEWITT GO. INC., SIKESTON, MO. .......... ...... . ........ ........... ............. ........... ...... ........ 14 OVER BE RM .. . ... .... 4' MULCH EXTENDING L: iSTRUCT EARTH SAUCER ...... CON FLOOD ...... WITH 40 HIGH BERM WATER TWICE IN FIRST l.... .. .. ..... b- 24 MRS. ........ ........ . REMOVE BURLAP FROM TOP ..... . OF BALL. CUT ALL METAL ........... ......... .... OR LACING MATERIAL FROM TOP OF BALL AND AROUND TRUNK. .. ....... ... BREAK UP 50L '00e, ........ BACKFILL WITH TOP501L + PEAT WITH A PICK M055 3:1 RATIO BY VOLUME NOTE: FOR MA55 NOTE: PRUNE 1/5 OF LEAF AREA BUT IN q' LAYER5, WATER EACH FRf Jill I...... PLANTINGS, EXCAVATE RETAIN NATURAL FORM. SPRAY W/ LAYER UNTIL SETTLED. .... ... ENTIRE BED + BACKFILL ANTIDE5154CANT ACCORDING TO MF6R'5 W/ ABOVE MATERIAL INSTRUCTION IF FOLIAGE 15 PRESENT. AM ID I. ............ I. .. ... AK5 A ru ND Sh b Mass Planting Detail 6 TO "REMAIN 0 0 0 No Scole AG AL A 0 M.35 E G� 32" MAPL MAPLES T6 REMAIN 7 '\\ u TO REMAIN EX6. 32, MArl-r- w ASPHALT PAVING (TOP AND BINDER SMAJ FA-L-1 0 -1 HIS PORTION OF ASPHALT PAVING TO REM 40 C23 E 0. 22' 3 CY 3 ul�Aq FALTERNATE L-1. BASE T41J OoOr 'm MPL T R .00 A DRAWING LIOO) U�i N N233 Site Planting Plan R2T 06 1'=40'-O' 40 0 10 20 30 40 PLANT LU Na SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS 9 AC ABIES CONGOLOR CONGOLOR FIR 8'-1 O' HT. B+B SEE DETAIL 3/L300 3 AR ACER RUBRUM RED MAPLE 2 1/2-3' CAL B+B SEE DETAIL 3/L300 22- AL AMELANCHIER LAEVIS ALLEGHENY SERVICEBERRY G'-8' MT. B+B 'MULTI STEM' 3/L300 47 AM ARONIA MELANOCARPA BLACK CHOKEBERRY 2'-3' HT. B+B SEE DETAIL 3/1-300 4 CC CERGIS CANADENS15 EASTERN REDBUD G'-8' HT. B+B 'MULTI STEM' 3/L300 14 CK CORNU5 KOUSA 'GMINENSIS� CHINESE DOGWOOD G'-8' MT. B+B 'MULTI STEM' 3/L300 17 C5 CORNUS, SERIGEA RED051ER 006WOOD Z-3' HT. CONT. SEE DETAIL 4/L300 34 CSF CORNU5 SERICEA 'FLAVIRAMEX YELLOW TWIG D06WOOD ?'-3' HT. CONT. SEE DETAIL 4/L300 4 LT URIdDFNDRON TULIFIFERA TULIP TREE 2 1/2-3' CAL B+B SEE DETAIL 3/L300 5 LS LIQUIDAMBAR 5TYRAGIFLUA SWEET GUM :7 1/2-3' CAL 13+13 SEE DETAIL 3/L300 G MR MALU5 'RED BARON' 'RED BARON' CRABAFFLE 2 1/2-3' CAL B+B SEE DETAIL 3/1-300 G MS MALUS'SNOWDRIFT' 'SNOWDRIFT' CRABAPPLE 2 1/2-3' CAL B+B SEE DETAIL 3/L300 7 PA PICEA ABIF5 NORWAY SPRUCE 8'-1 O' MT. B+B SEE DETAIL 3/L300 7 PG PIGEA 6LAUCA WHITE SPRUCE 8'-10' HT. 13+13 SEE DETAIL 3/L300 G FP FICEA PUNGEN5 COLORADO BLUE SPRUCE 8'-1 O' MT. B+B SEE DETAIL 3/1-300 9 P5 PRUNUS SAR6ENT11 SARGENT CHERRY 2 1/2-3' GAL B+B SEE DETAIL 3/L300 4 PC PYRUS CALLERYANA 'REDSPIRE' RED5PIRE FEAR 2 1/2-30 CAL B+B SEE DETAIL 3/1-300 4 OF QUERGUS PALU5TR6 PIN OAK 2 1/2-30 CAL B+B SEE DETAIL 3/L300 23 RCI RHODODENDRON x 'CATAWBIENSE' CATAWBA RHODODENDRON 2'- 3' MT. CONT. SEE DETAIL 4/1-300 42 RG2 RHODODENDRON x 'CUNNINGHAM'S Wt-HTE' CUNNINGMAM'S WHITE RHODODENDRON 5 GAL. CONT. SEE DETAIL 4/L300 4 RPI RHODODENDRON x 'PJM' PJM RHODODENDRON 5 (9AL. CONT. SEE DETAIL 4/L300 4" 3 TC TILIA CORDATA LITTLE LEAF LINDEN 21/2 -3' CAL B+B SEE DETAIL 3/L300 3 VB VIBURNUM BURKWOODD BURKWOOD VIBURNUM 2-3' HT. CONT� SEE DETAIL 4/L3OO 11 V VIBURNUM PLICATUM TOMENT05UM DOUBLEFILE VIBURNUM 21-31 HT� GONT. SEE DETAIL 4/1-300 5 VT VIBURNUM TRILOBUM AMERICAN CRANBERRY -31 HT. CONT. SEE DETAIL 4/1-300 A 2 SYNTHFTIf- l F E EDW o ASPHALT PAVING HIS, PORTION OF A5PHAT PAVINC7 TO 13E PART ALTi4RNAT L-1. I 9Z, 7 ��7 AREA Of PITCH ASFfLT AT 27_-05LOP� /AWAY FROM SYNTHETIC BASE BID UNLESS HERW Lit P41 'PE INDICATED. ASPHALT PROVIDE FLUSH CONDITION BETWE K NEW CONCRETEPAD AND ASPHALT/ 0 0 Rev. No.. ate: Description: WALK. CTYPPALY' 10 I AREA OF 0 I BASE BID ASPHAL I0 E EDGE K_2__� SYNTH6[!!�CSURFAG * ASPHALT PAVING T PAVING kQOOJ Thlc-i'PORTION OF ASP TO BE PART ALTERNAT L-1. f�M, �PHAL-t AT SLOPE AWAY FROM SYNTHETIC /5URFACE VNLESS THERW15E INDICATED. IASPHALT PAVING - (TOP AND BINDER - SM the 1�� Tt;146 PORTION OF ASPHALT PAVING NOTE: BE /�ART OF ALTERNATE L-1. BASE ISEE DRAWINGS L100, L200 AND 5TONr TO BE PART OF BASE BID. CSEE IL201 FOP, ADDITION LAYOUT DRAWING Ll 00) v*e%UP AND GRADING INFORMATION ATErRATEcH commy ICl) www.TheThomasGroup.com APPROXIMATE LOCATION OF EX6. HIGH PRE55LJRE QA'5 LINE AND EASMENT. COORDINATE ALL WORK WITHIN EASEMENT WITH TENNE65EE GAS PIPELINE COMPANY PRIOR TO ANY WORK WITHIN GAS LINE EA5EMENT. CONTACT NICK DECESARE AT mates 1-8GO-7G3-GO15 TO COORDINATE. Thoir"llas Assamad I.i R R30 Architects + Engineers /y SYNTHETIC SURFACE EDGE o ASPHALT PAVING r2 AREA OF BASE BID \0_00 H C, _� T 15 PORTION OF ASPHALT PAVING TO BE PART ALTERNAT L-2. ge- .0 / I SYNTHETIC SURFACE. 01 0 - PITCH ASPHALT AT 2Z SLOPE AWAY FROM SYNTHETIC Village of Rye Brook 193.7 SEE'DRAWING LIOO-,,,,. 5URFAGE: UNLESS OTHERWISE INDICATED. i.Arl Recreation Department 193.05 AREA OF 94. Rye Brook, New York BASE BID ASPHALT Athletic Field Construction at the -v King Street Propert, ASPHALT PAVING 1q4A*0 0 0 0 4,10W THIS PORTI IS OF A5PMALI PAVIN ITO BE PART OF ALTERNATE L-2 Site Planting Plan and Details and AREA OF BASE BID I q4A2 Alternate Asphalt Paving Plan ASPHALT N II q3.qO I q4.32 Altern#6 �Asphalt Paving a' 1 Dmwn br. mte: DraMng No.: z 1"=40 jtm September 16,2005 !!7040 0 4 T+ Project No-- L300 5932 - � I I .4 , I 1 2 1 , , 3 1 ... I � 4 . - I 1 5 1 .1 ro I 'z I I � �7 1 1 8 1 1 , I I IR . � I . 10 I I � �, 11 � I ,_ 12 1 13 1 1 14 11 1 15 1 1 co 1 17 � � - I I � LAWN AREAS. I � ql. I I 1, I I I I - - I - HANDRAILING I . I ", ­ I � I ;_'. � I I � SEE 51TE PLAN. G' TYPE I CRUSHED /to , G'-70A ___ R. 10" I . I � I I ­ I 11 - - � � . � 7-- d SEE DETAIL,/ �7 Drawing Notes I . � I I I el �� I I . I - CTYPICAL) 5TONE. SEE 5PEG5. I TYP . . � . I 1�11 ; . I 1q9 1. ALL' WORK TH15 DRAWING TO BE PART OF THE 51TE WORK , I .- - I 11 � 11,� . . - . Y MIN. TTF � GRAVEL + ASPHALT AREAS. 1/2' CHAMFER I I I I . . � 1 40 . 5ITE PLAN. e I ALL EDGE5 (TYP.) CONSTRUCTION CONTRACT UNLE55 OTHERWISE NOTED. `-l"o, , Z,e 4� " G G- MIN. I 1 ­14 - I I n'- (TYPIGAL3 5EE DETAIL , �� . I I I I I -CHAIN LINK FENCE _� � OVERLAP -1 /: C2) #G REBARS 1 1/2" TOP COURSE 4 .. I 11-1. I Q 4 -11 - - 4 I I _­1 � I, 2z �Z_ i-1. 17'� - 1 2. REFER TO DRAWING 1_100 FOR ADDITIONAL GENERAL NOTES. I FABRIC FOR ROOF �- at .. 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I .x", -, ,, " " " ' _ " ' , 'L, - -' " '��, ',�� `>e ,"', :, 4,.,.�,�-":,,",,�-�,-,�,,,,,-�"",�, �. - - Z9 1.0 FILL WITH CONCRETE FLUSH I - _ , " ',�'< " <'>�,'�,", � �, __ % 11:1i - .1 - )-":,�,:"'-,',i.', , - 11 0 x, - ,'', " , � ,::.. - __�' ==�_ ­1 1# _� ',','.­,� ­�,,' ", �t , "'i I ,� ,,, , , , , >` �`r OAF AND I : 1, .,-.- ",­ L-. , , _-, �, ", � b TO TOP OF BOLLARD. �� - L L, ,,- - "­� - L, '­., " ­ ­ ­ �X, \ - I I " 1­­r� .." ,, I". - � " _ " L' ,, `� I _-- - - (D ",' L"\,�' ­X -`,,,"",,�,.,.',,, "e (L' - " CHAIN �, � ­­L. ­ ............. � ... ­ � .... .... *­­­ " ,.,,,/,\ �, I ­­ "' ., i Im. V, CTYPIOAL 0 EACH PARKING STALL - 1, - 11 , I., I '. " _/ `,�`� ,,,.,, J, 11 �L' !%r �r) - . - I - I . �_,�/\,­, " � 11 �_,. " ""." _'-��L,>,�',­'>, ,� . .1 11 � 1, ,� * :--^",----,",�"--".."-�-�""""*-�,- - __` - - ­ -1 -1.1l.-�.�.-I.-�--l'-"-,--,.,". . �­.f­­�<,.�,,�,.­:�>��­ - +1 -�-,�",--..-",�-�.1-�,.�.�---I - I I . 11 , ,�, 1.� - ,,,-, " " " � ". ", � . - I . 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I ­ '. __ ; " " /, � , , , I'_--, I I �__ -"\ HAN '� PIPE ZONE - � "I .1 � 'r NOTE: IF I'-G' SEPARATION CANNOT BE MAINTAINED THEN PROVIDE ONE OF UJ �,- : X ; , -- / - ,­ P rl 0 1 n �!:;I) .., � ,,�,,'.�',/-,,',,!,/�'<, DICAP PARKING SIGN - I I I ­­ I ..­., ,.-T ",,� "', � I 5 . C . I , ­_­ Ir .� t THE F LLOWIN : — ___ __ BLOCKIN6 FOP, PIPIN6 PIFE 51ZE A B G DEPTH 2. G" MIN 11" 12" MIN 12' MIN 311 12, 411 13" 1 1 r. '0 I I G" 11 80 . 18" �1 IM = �A -.1 __ ­­-- \ I " -7 . 2 V_ � .--. - - , il, :1 - I \ I lltu_y - r 11 i 1 1 ,. i � M � - .. I — , I � . � i �� � - "I ­' BEDDING n' 1. CON5TRUCT SANITARY LINE OF MATERIALS + JOINTS THAT ARE , ffl �v A " I_L� * �� ;;� , � EQUIVALENT TO THE WATER PIPING AND PRE55URE TEST PRIOR TO ri 0--"'\ NO PARKING ANYTIME SIGN . . I -1, I ­1111- � ., . I I >_ _K I . I � , I [ 40 . , 0, .-. . �, -.. t ­ 1_r1_V',;. New BACK FILLING. _01 .4 .. . A 0 V � . � "I IF � . 1'1�� ! 11 4 j, I ; 4- - 0 . t �- - 1�!; CL 2. WRAP EITHER. PIPE IN 8 MIL, POLYETHYLENE AND ENCA5r IN " . . . , , L" �, 8 BOLLAM DETAJL . � . ----I � 0 . A 0 A :__ �� . 1:__L_!+1 . S� . � CONCRETE IN ACCORDANCE WITH ANSI /AWWA C105 A21.5 . ­­­ ­­­­i 4o TYPICAL 0 EACH 546N ., J - .,. tp __ 0 q ;.,­ q.- :,," . ____ __N '. . .. , ; I �_JOKMA- ;� ir 6 :- 6 0 , i '.11 — ro" I.D. STEEL BOLLARD TO EXTEND A 0 .0 � -,- - I I I . . I X1 CONSTRUCT OF SANITARY LINE /� CONC. WHEEL STOP . . k%.O. V . pg.mo­ . ; � � ... �, __ .04.6c. . 11; I *1 * � - � . , 6' - ' �'­'i I TO BOTTOM OF FOOTING. 1 11 �, I. . + ' ' �_ I -'- INV. LINE 1� *6 A L + - , 2 PRECAn L . . �­­ ... 1 W. _1 � , 0 . Vail - MATERIALS AND JOINTS TO L :0.:. - � - . . 4 , 11­1 CONCRETE ENCASEMENT OF LINE NQO� TYPICAL a EACH STALL FILL WITH CONCRETE FLUSH , * , - 17.1- lk� , W-2*4Z � - � + �,** �_ 'a 7 i;-� __iv ----- ---- :.-. 4 1/3 1.0, (G' MIN., I ,! &Z*b�tCE � . I BE EQUIVALENT TO I .. .. "' * V . a I �� ! � --i I -I- WATFI? MAIN STANDARDS OF - I'G' SEPARATION CANNOT BE TO TOP OF BOLLARD. I . , � V I IF I __ P I t- rl/AA..) I ­"� I __1, 111­ � 1'�_Iz " � ft o. rM �..­ � -,11­�­­��-, --r-�_111 1, - '.1 n i � I I � I z 1 , t_,� , "--i "i" -, �-Y �, " MAINTAINED. BOLLARD5 TO BE FAINTED , . I j ...... _: i __ i . ....... ... i _�,:__ � -_."'2, -r 0 ASPHALT PAVING Rev. No.: Date: Description. . � 7 � % � �_ , " - - ___ . _* � I I � I , CONSTRUCTION IF I' oll �t �, SEE DETAIL �� .. I '. - - �3 _ --- � I Q --- V�� I YELLOW � - 11 . . 0 � � SEPARATION CANNOT BE I F� I . I --&- I � . i;l I NOTE5: MAINTAINED. PRE55URE TEST ----=M?� MWA160=29 �� ; I " � �i�,�. "" 1 � .. 11 � .__�._ ` I - - I I , NOTEEn. I v o -7J., PRIOR TO BAGKFILLING. NEW SANITARY LINE /��-� 7.`� . I , , -1) I.t,. . 0 1. PIPE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFAGTURER5 900 ��a�_ � I :,��,:,�,,�',:] .,* 11ro � I I I - . . I. THESE DETAILS ARE FOR BOTH ENTIRE LENGTH OF PIPE . � . RECOMMENDATIONS. b . 9�\ I, . e �v I I =­` VERTICALLY + HORIZONTALLY ENCASED IN CONCRETE I NEW WATER MAIN k -1 . - . Z`�117" 1 � I r­ __,"", "_z.=7"1=_== I - ,:�-_T,-�;,�,�_ �, � VILLAGE OF ,. -_ - I . I 111-1.1-- ­­_ LAID PIPE. SHALL BE WRAPPED IN OR HDPE STORM 0 1. _. ­­1_1 .......... __­ . I I I ­ _1­­11­­_­. - J 2. TRENCHING OPERATIONS SHALL INCLUDE ALL NECE55ARY SHORING 450 �,���-111,���,�-�,'�,.�,,,��v��,,�,�,� I - - - - - �,��111 �, ;". I RYE,BROOK � - � ,�,�.,����,'��,�-�_,,,��;,�,,,�.,.,-".,�,:� I . . I - I , , 1 ,g�,�,�7-:.��--�,�,"����,��,,,,I ,� PIPING 11 �,, ;_ 7'--"—,, -, - I I 5 MIL. POLYETHYLENE - � ., , .;�;��,,,* I . 11- - ­­ , - - � I ! i 1� - , I 1­,b, I _`� . I es , ,i�b,�x� 2. POURED IN PLACE: CONCRETE � * - � I I . 1 ���,,�".�,��;"'�-�-���(�,�-���,,,,-.,--7"-���1-11 Vx'i" � i I DEWATERING. ENCASEMENT IN AGGORD_ I . C 00 IN 1-1 - - .11, .� I . -, I - � ... , . ���11 I - SHALL BE CLA55 3000. 1 ANCE WITH AN51/AWWA \,,-, \,�,' I �,�­ - , "", - i -7A, 3. TRENCH DETAILS ARE ONLY SHOWN FOR PURPOSES OF MATERIAL Z9 b ",%", 11, 11, 'III, r , I . �11 ,I", , " 1� �� CI 05 A21 5 z a.: I "A � I A I " " ,_ ��7 � I .� - ,-.., \'�, � . . _�.� ""I", \ ��� -_ I " , , ,,-, ,�, 1, ", EEEEEkh­___­­._ - I - 7- >_ 114, ,,'. ,� �,, I "I � , 4* � I �� , . ,,.,r , .�.. — PLACEMENT AND MAXIMUM PAY LIMITS. THICKNESSES SHOWN ARE � 1�_ �', "' " � . I .11 � 11 , . , ." 3. LEAVE: JOINT5 CLEAR OF , ..... 0 *0 I I � - ­ , a . .. .. I ­ * I I " ,,� ,' -1, � i I I, _\ \ \ I Z* - - MINIMUM. WHERE EX15TING CONDITIONS EXCEED THOSE SHOWN. I . I - 4 1 - - - %r , " ""' ;. I I , ONGRETE FOOTING � I : 1. * 1. I I I " I � � I 1� I . � , I -, �� CONCRETE FOR EASY ACCESS. . ,4 ., -. ­­ , ,,�I I . . I - . A.1 11 46 z __11' . 0., . A.. .. . .11-1 r ___+ '_11- _­ �'.. .1 ,. I ',,- I I . 0 1 MATCH EXISTING. I ; . , I,- :1 ., 0. ',,� , � I , � I : 0 . . � I % I " '. , - � I - .4'-(y L ' I I I I ,��', ,_ �,, 11, 1. 1, 11\ - IIIIIIIIIIIIIIIIIIIIIIII 4. PROVIDE THRUST BLOCKS CREACTION ] , , , �,�,� 11. , �1 I . I I I � I I � . I .", , �, I �� b . r I ­ 1 1A 11 �,� - - I _.. I I � - "Y:--.[-- \ \.­­ 11 -- " I the *4 I 11 z­ I ) AT ALL CHANGES OF : 0 'O' Ao A .0 4 4, MOVABLE PROTECTIVE TRENCH SHIELD SHALL BE USED IN ALL I " �,, \,�: � - I I I, ' )e Adnk � BACKING . q -0, T-011 T-01 T-01, �"' "I, _,� : I .1 I ,� %� 1, k: I I DIRECTION IN DOMESTIC WATER AND __+ UN5HEETED TRENCH AREAS AS REQUIRED BY 05HA REGULATIONS. 101-01 I 101-01 1 -40 � � � L J � � � - , I I I � "*'<�'�WELL COMPACTED ���� . af __ I " r r 1.� �% ,,,, -777t�, �� , , - FIRE PROTECTION WATER SERVICE . I I- NOTE: I � , 11\', ", , "I, 5UBGRADE I I , 5 . L H , ,-O, 0 1 LINES. . 4 � 15. MINIMUM BURY IDEPTH5 SHOWN A I BOVE APPLY UNLE55 OTHERW15E I 20'LENGT LINE WIDTHS TO BE I I - ATMATECH COMPANYgV'V""�k P NOTED ON THE DRAWINGS. OF PIPE � 4" UNLE55 NOTED I � I VU 40 to ON PLANS. 0 Z> � I UND15TURBED 501L 0 1 � 0 0 1 N C14 11 It Typical Thrust Block Detail I Iq Pipe Trench Sewer - Water/Storm Pipe Crossing n Painted Line Striping I Bollard Detail -1 www.TheThomasGroup.com - I I � — 01 9 i 0 4 0 20 0 18 o, 14 0 C14 1 1 - I I F) , N.T.S. to 1" = 10'-O" OD 1/2$'= V-0- 00 9 . NOT TO SCALE 0 N.T.S. 0 C4 04 C14 N N 1 1 1 I -Off 11-00 RAIL END 71 24' - PROVIDE AT ALL HC PARK946 5FAGE!5. I-0,1 11 * � PROVIDE AT ALL ACCESS AISLES / 2'-00 , 121-01, 51-0/1 1 -3 1/;r EXPANSION SLEEVE I I 11 .3 I t I I �, / .11 � 12 41 TOP RAIL I R1 -1 5 I I NON-REFLEGTIVE INTERNATIO] 9, 12 TREAD5 012' 12 TREA05 012' _J Ill V Idt I � _J I .. .f . , , �, , I RED HANDICAPPED SYMBOL 5CREENED_`,�� 13 RHR5 0 V CHEEK WALL CTYP.) 13 R6ER5 0 Go - 11 1�` '. � � " "'�, MAI' Thorms Ass,ftc m es �11 I � ,,,,, �_ - I 1: ` , " " `,� , , '�'_;,�� I I . 11 11 - ... -, �1, , I ,�-,,,�,-�,,-,'�-,��,,,,�,,',-',�,,, - 11, � , ,- -?"-`1,I�7',,, ".IX"W , . : 11 . I , �� I ", , " I * __________,_] Arch' ects + Enrvineers ,� 5, - ,, , ,��'�,-,�-,,> .4 . ," ____ T PAD AT q;;) 1. �, �, '�,',,,'�-'-',-"-",�,,,���".',����"",�,��I .::� � , I,*��""',(�� -,`,,��',, I # NOSING - I z �' /""/ " , ,,,,, � .. , ­ "��;,�,,,,,` "", " WITH ROUNDED GORNER5, SIMILAR I BAR CTYP.) ­ GONG. I .. I I 1 � , , ":,���,�,,�,,,�,�,�-',�,,�:,,�',"I,�,'���l">e',.'-� .", ,I,-,-,;1 __�`;i il i! ii ii - X_�11 '' ASPHALT. SEE ,_v I., �, - NO I , I ,:�­­ -11 �.� 1�1:,-�',�_`< "'I'll. V. , ", �ellll ,/`,"",,�5-, -E51 21 8-13 BY ' I , , , ". " , , , TO MODEL #W 1; , ." , 11 � � , � �'�,, � ,� " " , �1 i; H I I � � ��: , , � - , , � �, - ,;, '�, , �< -,, -, , -, 11 .11. �­­�, I.. - - -, , ...... ,, " �7""'-;�,', " �'� I 'r", " -,,' -"" `�, � , � � -�/ �-, /� I I I �,", �`,,,��,=:I�-�,,��, . ,� " , , � , Z,;",�>.",'*�,� ,',��., , ,,, ,,�� I ALLSTATE 516N AND PLAQUE CORF�, , I i I 1 DETAIL - , , , -1 " - ­,.1/, /1" ",", "�, _ I " " 1 �,, L� 5 3 1 <� , ", �, " I , '"' , ", ." I ­�, �� I -: ­�,,­,,�, " . , ,�2�, ,�, ".. , ., , I /811 PER I /2" R AT i � " , , � -, "" ,, ;,,,��.-,_ ,�,� ,>�, X , , , ,�� "I I . , �� ., ,,�'_�/ � I � 11 i! �i fi _� )� �25 . I / __ , � - , - , , �, � , , `�- -�,�,;,,�,�"e"�' �> - >_ 11 " /_,'' D ;; �j �; 1, 1,11, / I , -,., -, , / �" � "" -4, � " , �� � �� , , , _.2,',� ,,,`,',',. FER PARK, N.Y. STEEL HANDRAIL �, �:�:�z ""i i 0 111'__,� X/ ` N /, , 1, " - I FT. WA I N05IN6 CTYP.) . ". , � � � `11 �,,';:,`,`.� �-, ,,�>, ­ I " " " ", �/, 11 �, / PARKING . - / , , ,� "", � I r"!4. "I I --"\ ­,,��­­� � I. , --v-/', ", ,��,, " � ft . 1 E-9 ", I � i �- �i �� � � i� L400 -- ­ I,-", �,, -",' ,ION BAR' r7 CTYP) - - � �0 0 Village of Rye Brook Z,��,, ., 1 i, I SEE DETAIL _`i___ � , , , , " - "', " 1 119 11 t: I, - , �'.. �� :� ,'� " ,� ,� " I. � :�i­�,`,,',., �,`>""r"',,_ , ,;, 11-1 , "It WHITE 5YMB I I ._­1­_­._1 - , "" _­_,._­­­­ - I , . - , Do I � - z: __ , � - __: , r " 11, ", ,- ", " - , I I OL AND LETTERS ON ", ..... .... , , � I , � , - , _, , 1-11.1.11,11 .'' . . , , , � '111­1,�,111_1111­ 'I ­n­,-N ; I � I - - � " I 1-1 , ­_/,Z,_'_,`;�_� �\/-,�<'.111'1­1'1_ /_," N � . :�_ ,�,�', z . i ;, , � �� i :i 'J I -_ . > ... 'r ' I". - I 'I', ­� / ., " x , I f i � � ,;, ''' - I I '_�, � , I , , I _�, "� I/ " I I I . I � I I I � � i I � ; I I . � I , " ­­­,-,,,,,,,--,'--', """�;,, , I I., , �r, � , " __ ", BLUE BACKGROUND. 11 I ,� � Recreatio I < ,_, , - , , ), -, ___�, �1! �_ � , - `� �` �,/, `­;�,'�<� � - , r `�T,'.�< ',.,,�,,�, ,,-�""7��,,"�,',--','::,�,',�,-.,,,�,:",�',�,',:.��,,,.,,,�-,�;,�',,,�,,�,-,�"-,�,�,.,,, � � � �� iii - , . M_ -,�'>,'-""",-"",, " ,'�,�x,�, , �<-,,, '�,, " ��,�<­ , � ; ,; , ­!" 11 I I . ��,, � - " n � \ ;, _�'��' 11.,,� - � � . I - , ; , '­ -, ",.I - . ;, I I ,,, ) ) I , 'I, � ,; k ii H il � 11 \ - , , � - �� - " � '', '', ,, " "I", ,� � "' _'1:,>1',1 " � I I ,,, 11"! ��,o J � � ; � � i _` - ` -, , "' - , ' ' `� LIJ ,-.:�""","---�'�,-�,,�,,--��,-�,',"',',�, � I % ,:" r ,, ' - - - "' �' AND BORDER ON ,<�111 � - ­x � __ - RED LETTERS 1.1 � t--- , / , I �:�,,,,�x, I � "I 11 1�. � �'-, I I I ,,,,'�1NJtKMt1)1A1t �� ____', ,_ _,� I ­,,,,,�i � c '. ­�­Z­', ,'', � "',��11,1 >� �-' "", - `� I I Z� ; . I J i � -"','!��, - , Rye Brook, New York ,,�v ,� `� -, , WHITE BACKGROUND. -, ­` i � i! I � � �, U5 �` , �` �`­`-'/�RAIL f`:.­,',_,,',',," ",,,;' , HANDICAPPED � �� �i ;� ii H ", � �.. - - ­� ': � ... . � �, , �> ",", .11 : i4 , UJ �� / ,,>�x;, �'. v " :,� . - �­ ", , , �: c I .,��- I I � - , -, "_ , ��,,�;�, .1,1­­ ��­.­_____­ , ­ I - 11 . -1, '_ � I- " 'I., � _z - , , ", . '. " , -, I: �, ,- � ___� _� ,I.., 1 " , � -� , .� i, I ­ , . ".",", I -, 11. � " � z"I'l :_ �,�, "- - `,`�,,�,,'-',�/',_.", �� :'11,11 . , ��,� V­,"��".�­. , " ,� , _ I 1­1111111­1_1.,��,� �, � �___ - - I � I'�.,� I ; � ';',��,>,"', . - �',�­-`G KNEK,t­`--;�,,t­�� _-,,7,,�,, i� 1! - " . - , `.�' ", " , �' 6 PARKING SIM. TO ALL5TATE 5ERIE5 , � , " -'� �x/x�, � , , - , , ,,, ,,�,�,� , ,�, , " , � "­,i, I , "",- "' - I I e ; � - ,� �., . . - �4­ WHITE TIME \\\\��1_11,`, _�,� - ��"",." n Department I 1 - 1, _,�,,,��;"" " ANY . . - - ,- < �� � . ..,;� "."""', x`,�. � h [ L� , . , . , , , " I "I - ,,_'-,', � .. .... * - ../,�-,­� ," , ;� - �, - �', -,,, " /� I - � I'll ", " GONG. PAD AT ­ , 11 ­ ­�� _'�", .",� "z . " �,�_ !IA / , I �",� , / " ,';� S�,,'. �., . . .. , ,,, � I ,-,-�_ I 11 ,� � 11 , , - ,� '7,<', / � " , '"'­:, �.."",Y, I, I I ASPHALT . -, " �� , !� !� !! "",,-I'll .1 . I �.-:,,�7e,-;�;���,.�',-'�,,.��,�.,,,,; , 1�1, , ,­,�.",­", - e ... ... ,,, " , , ,��,� ,,, .-"/ '' ` - , , I N I �,,� - ­­- - �-,- ,�, ��,_�, , " � __ - ­� ,� �, ,�, " �< � " " "'; , , I- I O' LONG 49REEN ENAMELED -GRI8 516N� r . 1 � : T � ! �, �! I i I I I I , - I � '__', ] : he ��,,,�"/, """"", ,_"",�,, , , , POST' * "" - �' - ��, �� . I , - Athletic Field Construction at t 1� 15 �_/'51�,,<, ,",,,,,,r,,,,,,,,,,,",.--",,,,.,.,<,,,,,".,I � - < ? - , `.;v��-�,,�­>., 100 W I , ,'_-� �� , I � I -11, "i 1, , < I-— x , _�,,,,� r 1. " _7,_� �_,.­_,­ - - _,_ , , , ,_ �_._ I 11. ''., ,,, . , -, - - ,,, " �/ "�`,' 1."11< , , - `x, '', X --- DETAI ;� i� i� i! H ", �/ �/ �/ �/ , �, /1 " I . � X , �-' X """'; , --- -_ 5EI i t � � Sl'�_ I ��! , - - _' I , "" � " , 0 I�Ml= Lill, �3 _�"';;�� ", I , , , , , , , 6A ,�, , ,��-",.',�,�,�­; "'/-,- '_ ,�� , i� �-.,,_­ �,�,,�,,,�""/'>,',__ 1: , ,,,6­I,�,<,.,',,� ,-",/-,,- � '' , , ,­� "O" '' 2b, - 7 �1, 11 � , I - " � . i , �I !� ;,,� I W -, . - �� " �,� �; . ', �/, � - - , . � - , '' � X_-,,,,.',,/ � - �, . ,�5,, �""', 0� . r ", I , 1_,,,­� 11"X-, , HANNEL P05T PUNCHED 3,__11 - - I . - tl'_ i 5, ' ,�, �," �, _� , � , , `�biSf4kbE'­`� 0�:L . �� � : �11 ", '�' ",/,_ ,:�,��I­;,,,x�-;,�, -�_""X/�`� I :" '':�V'-"_:',. U-C .< , , "'' I ,:��,<,�,�,,�-�-,���<�,�,�,��;"�,;,��/-;,- _� - I O' LONG GREEN ENAMELED I ., L�;. King Street Property , I , ', ", - � li� �� �i �i H I I :> 1�` ", " ",/ �, � ), 11 ,?. �, ", , �,-, :,:/�- ' ON CENTER I I L�_�11_­ I I I � I -- , - ,,�,:,I ) ) . I � I 1, �_L ,� ", >', " ,.,�',�­. k 0 0 0 k __ I " , f - , , , ,. " - -, - , � _, ,�'BETWEE � " � � " ,� i� �; � � 'IJI, � - 'r �. I`— �>" , . 1� I - WITtl 3/8" HOLES I k �,L 4 0 0,) . � I , ­��Wz I , - - , , '"' � ''Xx � ,�, ­;',�-'_V,:,��,.-".-' ":,-1, 0 0 0 -CHANNEL P05T PUNC , , .1 1J -��­�_'� - 1,:1,­ ,,.."',�/x_x�Z, " 0 U ,HED 0 1 ____:�,.,_.��< �� ���,',�,'��5,�,,,',�,,,,,�,,,-,,�",:,-",,�,,�,,�".-,�,>-,�-�,,� , > �� , NEW PAVING,", `,, MINIMUM WF16HT 3 LB5./FT. I---- � � � � �� p.-'-';:---. ;01 ,,�::�_411< 1 - � .,��_­�,,,', , " ­­ � � � , , 'I /'�, '� �,­ WITH 3/8' HOLES I" ON CENTER 0 b -011 - I I" 11 :"/,,-,­y' , , '_'­t, ", .11 I I I . ,­ � I /-, �, ", - - �, ,"',",-, ) I � � , ", " ,<, " . , 11 .11 , ,,,,.,- " I C C\I MINIMUM WE16HT 3 L[35./FT. I �p ; - . - , I , � , , , `­�,`X,;',_'��, ,� I �­,/,,,,� "x . ,� , ­��, ,� -, ,­­), ", - - W/VANDAL KE515T I Q I ­11". ,� "Ill, �`�<,�,,,�`�,'�"`,-`�� I", 1<,e1__,1'1-_,.- -, " I ", - `�-"-,�< -` -­ ","_1">- "'.", , , �� 1�_1:11", , �,�",�,�� � '', ­­ , "'"" "';', �.""�-)�",�-,."--�,-""-,-� , , , ""r-, - ,.� . - ,,,,,;",-� .+ BOTTOM RAIL�,­ I I 0, 31 1 � ,�, --� -----,­�­ - � _,_,,�,___,� 11 , ,,, , ,X, '' , 5UPPLY P05T DRIVE GAP. ATTACH . ,�,,,,�,,_,�_: ... �,�,, �� , ,� K - ,_ I � . ..... e-,--,- -,K,,>S�1"�,_� ',"',X' > - - , , " to � �,',',­,, ,'/ , , - � � ', � , ) BE I ", ­­ >S1, "�;�,'.,�> ,'��,',�,,:I��,", " ANT FA5T - . C, , , I I '1� I ., , , " � " � 1, � ", � , I ENERS � ::PU , 1. � - 1, �, /�, I-, I � z I . , . , - �, - , , '!I � PPLY P05T DRIVE CAP. ATTACH I �J ,V I � 11, : . I � :'�-"",�';,-,, �-<,��,,x�,,�,,',�,,- "'i " --,'--->�� ��'��,"'.) I I 1�1�-, I " " .., ', , . � 11 11 71" ,"�\" I '� , .4. — I I I " , I - - 8" TYPE '2' FILL - '22-1 /" / , � , 1�, .111,11"" W/VANDAL RES15TANT f A5TENER5. 0 - - , - � � A_� �'�, " , � 4 �< ,,,��.,.­ -"< . I I _.. I . . - , = _:V'K, . >1 BOTTOM"' "' " I � I ` . �, 11;, 11 - 11 � I I `:_ "',1111:11 , � " , 11, ., , .. � I_t .... �1 - ; I RAIL�,<,­ ,L,,�� -1 -1 /', , - t, I . --- _____ I Im - = , , - 11,x, I I . .� I- __ , I - - - , -- - - I 11 �/ � ..4"",, . ..., " .�i , , , , , , . �, - I . _, I I , -,��'/' , ��-\_',­',';/�--, . I .1 ,,, - ., '.. " , W MIN. � ,_ 11-IT I I I 0 '44 i 1. .". , . �, — ,/ ., ! " 1 t" /,­­ - , 1 4_1 0 1 P& I , I A I " . , � I , � I � "I . ,�, - w�� 0�, � <, �\ . I I I I I z . - . � I I COVER I., , q I -� "" , " -,I;-- , I I 1, ,� !T, , , I , I �\�"/ .-,,--_/,-�', 4 i I SEE DETAIL 5/1-400 I I . _1 z9 U - '� I WELL COMPACTED Site Details I;— ft �h (19 ! ! . " " I , I - " " . ,I' , /� FA13RIG "��/ , i I i VA FOR INSTALLATION IN � 11 , F,,�>i .�:,�,,N 0 ; , -, I , �< �.. � , I I I t '. I 1. . - �, 11 ,/,, #4 REBAR a I 2" O.C. SUE56RADE I I I , - `11 ; � , <,,,,, "I - I � I ! 1, I-., I , I I . :; I 11 IF - . I 11, -1 - ­ - . - -1 �, TIE -,�' - / C%J . I 0 STEEL BOLLARD. (TYPICAL) I " - �� I 1". I � , � � ,�,.,i 11 0 I 11 ,,,.:\, I I I A # Il' - I it, �z,� � ; I'll, - EA. WAY, KEY AND LOCKING 1, / "r , I I � A -! .' , I" � -, . - � 41 " 1: .-. .. I , 1,�w�, I n , I _w�l �' � `� I . I ,);w�� I - I I ;r i ; 10 I I / " . , - I .1 I - - ,� - , w � ------ I ./I I . " '. .- , . " -4 .) - , .. I .� I - i DOWEL INTO SIDE I DEVICE � I '. �� - -� � � - �_" -4-____1 FINISH GRADE - - 11 � .. 17'.. - If 1. . .". I -----___ .� . I - I � � K ", ,,,,% WALLS CTYP.) 'Drawn b)r Datter Oravving No.: I __V ,;", Al 0 ------. * " 14 - *1 4 � I -, "'. , - I . ;; .1 I EY AND DOWEL WIT ,", . , , lel:<, MVE P05T M, 31-00 � __�,,,�611 ,'�, I , - , � , - Z9 � #4 DOWELS 0 12" O.C. Z , " 1 Z9 1 - \�,, , , "'. 1�', , � "'I" ,_ W .:. 4 11'v� . jun � September 16.2WS z � I t. 11 , \ INTO 5LIB-61ZADE . I - ____ - , Ill i..:-1 // ::�� I I .1 .4 : I I I - � Y. " \ -, , � I .,A � . 1� `A 4' �� � J LJ I - . / "-/�,,,, ,'/,' I 1- ;, - ;� " , I I � . , : !'A :" I , ,. . I ­ r7 I . . . I I L 12, 0 1 1 . . . I �? Stairs w/ Landing D il I I 0 IT+ Project No.- I I � , - I 11� I Chain Link Fence Above ITHT. - , - . I I �­ � I �! Stop Sign . �0. Handicapped Parking Signage I I � I . I I I I eta I � ''I � I I I L400 I I I I — I I I 0 5 � I � 3:� � I I M I I I i � � . I . 1 21 ____ � . I I %J 1 19 1 � Fe � 3/8'= 1 '-01- I I < 5932 . . � 04 � � 11 1� � � � — � co . . I I � I . I I I C4 1 � I 1 �, I I I aD 1"=V-0" " I � 1 1/2",=V-O" , . I I . � I I I . I I I � �; � I 1 1/4*$ = V-0" . I I . N I I I � I . (i j I I I I . � - I . � . I I I � . I I I � I � I I I I ----- T_ . ----f--� � I � � I I I I I I I ---F-------- I 1, I I 1. 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 I 11 I I � I I � I � � . I I L � 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 � I I I . I . I I I I . I I I � . . I I I I L I I I I . � I I I . . I I I I I I I I I � I . - . � � I I I � I I I 11 I I I .1 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 . . L 1. . I I . � I I I I I . � I I � I I � I � I . .1 11 � � ­ I . - ­ � - � ­11 I I � ''I I I � + I � ` I I � I � � 11 I I I I I � . I I I � � I I I � I 11 11 I I I � 11-1-1 - , " � _-, I I I I � , , I ,�' 'r�,- � ,I �, , 1 ­_ � I _ , __ I I . I I . F 3 CENTERLINE OF FIELD 105'-Oo FROM CENTER LINE 105'-0" FROM CENTER LINE OF FIELD TO OUTSIDE EDGE OF FIELD TO OUTSIDE EDGE OF 4" 5OGGER SIDELINE OF 40 SOCCER 51DELINE 4* 4'x6' YELLOW SOCCER GOAL LOCATION LINESTRIPE NOTE: PROVIDE 5OGGER GOAL LOGATION LINE5TRIFE5 AT BOTH ENDS OF FIELD. Soccer Goal Location 1"=V-0" 4" WHITE FOOTBALL Q OUT OF BOUNDS LINE 0 4" WHITE FOOTBALL UNE5TRIPE AT REAR 4" YELLOW SOCCER OF END ZONE END LINE -n H3 900 O C-1 70< FOOTBALL END ZONE U_ NOIC: DETAIL TYPICAL AT EACH END ZONE CORNER Soccer/Football Lin 1/2*#=1'-0" 4" WHITE 50 YARD LINE LINESTRIPE 4" YELLOW SOCCER MIDLINE (D 4' WHITE FOOTBALL LINESTRIPE AT END ZONE SIDELINE @ End Zone 4" WHITE FOOTBALL OUT OF BOUNDS LINE SOCCER MIDFIELD LINE STOP 4" YELLOW Q 0 6 6 ' 5: 5000ER LINE IN THIS 9Jr <* 4 LOCATION AND CONTINUE 70 4" YELLOW THRU FOOTBALL FIELD 5000ER WITH 4" WHITE LINESTRIPE MIDLINE t-A (P CTYPICAL EACH SIDE 0, :34 OF FIELD) 70 C-) 0 ar 5 rn rn Soccer Midline Football 50 Yard Line 188.27G' FROM CENTER OF FOOTBALL 6005E NECK TO CENTER OF 4" 50 YARD o LINESTRIPE. CTYPICAL EACH SIDE OF FIELD) 8.27G' FROM CENTER OF FOOTBALL 6005E NEGK TO INTERIOR EDGE OF ENDZONE LINESTRIPE. CTYPICAL EACH 51DE OF FIELD) 50GCE R GOAL >1 "Oe OA, 6005E NECK FOOTBALL &GRC )UND" 8�5_'3 GOAL P05T AR SEE DETAIL I G N FIN15H GRADE OF FIELD FOOTBALL END ZONE LINESTRIPE in ` _R Football and Soccer" foal Location Detail 8 1/4$$= V-0" _J �A z: FIRST BASE LINE PLATE ,17, 3'-00 0 0 z 4 ffi CATCHERS BOX NOT ALL ALL WHI rA HOME 4 7 q to- 12 13 14 15 IG 17 Ong Notes Draw[ 210!_01 OIJT50E EDGE OF 4' YELLOW 50= LINE WORK V CONSTRUCTION CONTRACT UNLESS TYP L401 2. REFER TO DRAWING LIOO ADDITIONAL GENERAL NOTES. if a N, f; & ...... 7 FB Aw JA OR CA A 'Y F00TSALIJ$WUNMTRO 1 C9R FJ&D LAYQU� 4= _M Ck CLINES TO BE INLAYED) > 64 40 IN Q 1 v"N b YAP, v =j r4 D x 50 YARD SOCCER Y !o I- 40 �L401) LINESTRIPING LAYOUT v "S C4' MAROON INLAYED LINES.) A 04 gg ONO 25 i" Vk /-3'V4\ 70 YARD x §Q YARD 6QQC iam—pankftm M � MAROON ANLAYED LINES) "Al 0 A LIMIT OF SYNTHETIC SURFACE 0 11 TYP COOT HATCHED AREA) L401 /* b 40 'E"'Ell' VILLAGE OF RYE BROOK ... ... 0 PLACED ON 50 YARD I LOG LINE AS FART OF ALTERNATE L-5. IAJ vz7-210'x3G ' SOCCER LINESTRIPIN6 SEE TITLE BLOCK IN LOWER RIGHT TO BE 4" YELLOW INLAYED cg HAND CORNER ON THIS DRAWING DETAIL. LIMIT OF BROWN E UJ (LINE HATCHED AREA) UJ ell —ALL OTHER FOOTBALL MARKINGS V:55 TO BE 4" WHITE INLAYED LINES CTYP) 10, 11` L WW J FOOTBALL OUT OF BOUNDS LINE: TO BE 4 WHITE INLAYED LINE ....... C* CTYP) YARD LO&SINd PLAN 70 YARD x CER TRP \1:1�40 (4- MARqON INLAYED LINES) 02 2)2 §QMALL FIELD AINESTRIPNO (50 YARD x 50 YARD SOCCER .00 CLINES TO BE INLAYED) 0 C(4" MAROON INLAYED LINES) ) ��01 FIELD LINE5TRIPING LAYOUT vg UJ N Synthetic Surface Linestripiqg Plan 6 0 0 20 4 0 �i . LINES TO BE 2" TE, INLAYED LINES Softball Home Plate Linestriping Detail 3/16" = 1-0" 00 pa S I. ALL WORK THIS DRAWING TO BE PART Of THE SITE OTHERWISE NOTED, FOR 3 FIELD GREEN 7 0 LINES. CTYP) FOR LOGO 'SYNTHETIC... FAC o ;3 so 8 TYP 511-1 OTH ENDS IN9DE EDGE OF 4' WhITE FOOTBALL OLJT OF is LINE 210!_01 OUTSIDE EDGE OF JIN YELLOW $OC.GrR LINE 249-0' FOOTBALL FIELD UNE5TRIPING TO BE 4" WHITE INLAYED LINES 2. 210'x3G FIELD LINES TO BE 4' YELLOW INLAYED LINES 3. ALL OTHER SOCCER FIELD LINES TO BE 4" MAROON LINES Football/Soccer Field LinestriDinir Layout 4. ALL TO FOLLOW NFH5 GUIDELINES I. 0' SOCCER INLAYED DIMENSIONS 1 `=30'-O" Mal"i I - t!OTEL- 1. ALL DIMENSIONS ARE TYPICAL 2. TO BE 4" 'MAROON' INLAYED LINES 70 Yard x 50 Yard & 80 Yard x 50 Yard Soccer Field LinestriDiMe Plans ALL :LINES 1"=3 '-O" (^y SEE SITE PLAN AND SIDELINE FENCING INFORMATION. SEE �:4� CTYP) L100 LIOD =INSN - FOR BACKSTOP DETAIL HOME PLATE LINE5TRIPING SEE DETAIL g La- LSEE DETAIL CTYP) ) Or FOUL LINE 15'" DDO 200' FROM BACK EDGE OF PLATE /7 HOME R \``ti\\��`�.,� �,,`� \�, \� \`\,\ ��.\� �.\ ;�\���\`'` \\\4�`;``\\,t;> \ CTYPICAL? LINESTRIPE . SEE DETAIL CTYP) ­� / 4 INFIELD TO BE BROWN X 31SYNTHETIC SURFACE 1 " C5H0 WN SHADED TYP) N TYF M t1\1 Al� N "n D R. ALL SOFTBALL LINES ' 'x � g\ TO BE 2" WHITE x L 5! L INLAYED LINES. ,X R"\1 OUTFIELD ARC TO BE PAINTED FOUL LINE--/ �M, \� .Mll'��\' sm �­N .......... \_Mw the ,f 0 OUTFIELD ARG TO BE PAINTED 0 M 70 a < rq NOTE: PROVIDE SET OF SOFTBALL BASES, (2) PITHCER'5 RUBBER, + HOME PLATE. REFER FOR MODEL #'5. LINESTRIPE TO SPECIFICATIONS %pill ATETRATECH COMPANYCYL**`� U 1151 U P www.TheThomasGroup.com #5 REBAR 18" LONG. 2-1,4 4"x4". .......... . ..... .......... .............. miftlas ........... .. ......... ... . . . ... .. ....... ... Architects + Engineers ... ....... . ..... Village of Rye Brook .. ........ ........... ......... ............. ........ .. Recreation Department .... ...... .. .... Rye Brook, New York . ........ . ... ...... PLAN VIEW 4"x4"PRE55URE TREATED— SECURE 5YNTHETIfE Athletic Field Construction at the OR PLASTIC EDGING. SURFACE TO 4"x4v TO TOP OF PITCHING RUBBER EDGING WITH Ki ng Street Property BASE STONE. CTYP) 0- G,,xG,,x24'—\ CAULK. CTYP FIN15H J __ TOP OF Synthetic Surface Linestriping Plan SYNTHETIC SURFACE and Details INFILL Drawn -br. Date: Drawing No.: #5 REBAR 18" LONG.--T SECTION z: PM S"n*w 16,2005 C2) PER 4"x4'. TYP w Softball Infield �inestri in Plan. . ,_ PER R 5932 0 I I% r F1 Z 1d 4S a lit 1 417 General Notes TIE INTO EXISTING General Notes GRADE 12" o.D. 12" ALL WORK ON THIS DRAWING TO BE PART OF THE SITE FINISHED GRADE 1, Contractor shall be responsible for compliance with all WORK CONSTRUCTION CONTRACT UNLESS OTHERWISE NOTED. WEIR WEIR 1 1%4" EL. 11.C} / v �/ / ��'�\\/�\\�\/`�\�\\ ��/��f��/j�/%/� Inlet Pro@CtIQI'l sediment and erosion control practices. The sediment and erosion control practices are to be installed prior to ally Z, ALL BOUNDARY AND TOPOGRAPHIC INFORMATION INDICATED 5 1 /2" •�'\`���• '�\/ DRIP LPIE major soil disturbances, and maintained until permanent ON SITE PLAN OBTAINED FROM SURVEY TITLED "TOPOGRAPHIC L J WEIR EL, VARIES \'/`` wow •-SLTFM 1 protection is established. SURVEY OF KING STREET PARK" BY BOLTON _ „ 12" i'- 190.4 \\ i\� \ 3f+• fIUBt Ff>�C LAND SURVEYING, P.C., LAND SURVEYOR, DATED 1 /27/OS. SURVEY )� DD to „ 6 TOPSOIL � \ / COMPACTED SUITABLE \s `'� „ sIRI+w eaE -..- ,�iIILEr -.. -..- F. ( I F�EN°w� 2. Timely maintenance o€ sediment control structures is the Y responsibility o€ the Contractor. All structures shall be DRAWING IS PROVIDED FOR INFORMATION ONLY. IT IS THE WALL PLATE I -1 BACKFILL 9 LAYERS ROM QUM 4•DEP,►I maintained in good working order at all times. The sediment g g BASE INFORMATION USED TO PREPARE THE WORK I'NDiCATED "L" (n« IrDIM level in all sediment traps shall be closely monitored and ON SERIES DRAWINGS. THE DATA INDICATED REGARDING \� 1 1 _, I, fi �1 I 1� ✓y/� f' sediment removed promptly when maximum levels are beached or as the EXISTING SURFACE CONDITIONS IS NOT INTENDED AS REPRESENTATIONS OR WARRANTIES OF THEIR ACCURACY BY INV. EL. r ,�� i j ° N WMD mm C� FENCE ordered by engineer. All sediment control structures shall be inspected on a regular basis, and after each Leavy INCLUSION OF THIS SURVEY iN THE SET OF DOCUMENTS, n OUT 187.75 %, ,. '� 12"+ 1 f2 DIAL COMPACTED CORRECT METHODS OF TREE FEN€ING rain to insure proper operation as designed. An inspection ap THE THOMAS GROUP DOES NOT ASSUME RESPONSIBILITY FOR ACCURACY OF THE SURVEY NOR FOR INTERPRETATIONS OR 36' 6" -- f• f f�\\�% , . l\ BACKFILL schedule shall be set forth prior to the start of construction. CONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR. IT IS ALSO EXPRESSLY 4» 6" 36" 4fD ,. UNDERSTOOD THAT THE OWNER WILL _ / 1/2 O.D. #2 3. The locations and the installation times of the sediment capturing NOT BE RESPONSIBLE FOR INTERPRETATIONS OR 1-2-4 CONCRETE BASE 6" 6" ';`;% CRUSHED STONE INSTALLATION NOTES standards shall be as ordered b the Engineer, and in accordance with Y 9` the standards set forth in this manual. CONCLUSIONS DRAWING THEREFROM BY THE CONTRACTOR. ERROR OF TOPOGRAPHIC INFORMATION WAS REQUIRED NOT 6' #2 CRUSHED STONE �• f %�\� \� \�� \ x ` ': uJ ` 18" MIN. PERMEABLE \. \�\ \ OR AS DIRECTED SILT FENCE 4. All topsoil not to be used for final grading shall be removed from TO EXCEED ONE HALF OF THE CONTOUR INTERVAL. N „ SILT FENCE SOIL LAYER �,\ \ \ ' /��f 1. EXCAVATE A 8 INCH 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET the site immediately and placed in a stabilized stockpile or fill 3. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD �-•• 6 2 CRUSHED UNDISTURBED 1. SLOPE B/T 1%--2% ONLY. x PERIMETER' , area. All topsoil required for final grading and stored on site shall PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT OF STONE EARTH CATCH PRECAST CATCH BASIN BASIN 1 2. UNROLL A SECTION AT A TIME AND POSITTONTHE POSTS AGAINST THE BACK (DOWNSTREAM) be limed, fertilized, temporarily seeded and mulched within 21 days. ANY DISCREPANCIES IMMEDIATELY. ff''�� 1 W�N�TVH p BIG--SWALE DETAIL 6 NOT TO SCALE © /� p t ! TRENCH BEDDING DETAIL NOT WALL OF THE TRENCH {NET SIDE AWAY FROM DIRECTION OF FLOW). 3. DRIVE THE POST INTO THE GROUND UNTIL THENETTING IS APPROXIMATELY 2 INCHES TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING 5. Any disturbed areas that will be left exposed more than 21 days v and not subject to construction traffic, shall immediat�ly receive 4• NO ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUND UTILITIES ON THIS DRAWING. CONTACT U.F,P.fl. AND LOCAL UTILITY COMPANIES TO VERIFY THE TO SCALE FROM THE TRENCH BOTTOM. temporary Mulch be if the LOCATION OF ALL NOT TO SCALE 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH. BACKFILL THE TRENCH AND TAMP THE SOiL. 1� �'! C� �f''1�Ct ��""''►► I• ENVINV AND ARMVRINV DETAIL NOT TO SCALE seeding. shah used season, revents the establishment of a temporary cover. Disturbed areas shall be limed and fertilized prior to temporary UTILITIES PRIOR TO TRENCHING OR EXCAVATION OPERATIONS. 5, s 2 1/2" SYNTHETIC STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. seeding. C CONTRACT LIMIT LINE CLL SHALL BE TEN FEET OUTSIDE OF L) � TURF W/RUBBER AND 5. JOIN SECTIONS AS SHOWN ABOVE. SUPPLEMENT WITH GRAVEL, PILED AGAINST THE FENCE. LIMITS WORK SHOWN THESE DRAWINGS UNLESS 0.5% SLOPE .N SAND MIX 6. All disturbed areas within 500 feet of an inhabited dwelling shall 9 NOTED OTHERWISE. F ; I € 14 2" FINISHING STONE be wetted as necessary to provide dust control. 6. CONTRACTOR SHALL PROVIDE CONSTRUCTION/PROTECTIVE 1 1/4" 5 1 2" 6" WASHED SAND AASHTO M--6 �,.,.,.; ,.:. �._ ,v _ 7. The Contractor shall keep the roadways within the project FENCING OR OTHER MEANS NECESSARY TO PROTECT WORK �. OR ASTM C-'33 CONCRETE ,tom �; ��� �� { }�;�., 1 1/2"-2" NYSDOT #3A CRUSHED i � clear of soil and debris and is responsible far an street p Y AND TO ENSURE SAFETY OF PEDESTRIAN AND VEHICULAR rc�; SAND <4 % PASSING #100 'r ~�' - `µ I , ), STONE COMPACTED TO 95% DRY � SLEEVE STRAW BALES �---D�PUN� RETAINING VAU. FI"IM cleaning necessary Burin the course of the project. 9 Y 9 P j ® TRAFFIC DURING CONSTRUCTION. �"- 54 � 1,t t4- PROCTOR DENSITY W 30% MIN. VOID -._ `C� -, t / p0 RATIO NON -WOVEN STONE (30% VOIDS) ` 1. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER BALES TO SURROUND i '"D 8. Sediment and erosion control structures shall be removed and 7• SEE ELECTRICAL AND PLUMBING SITE PLANS E_+ P_` FOR ! Off WALL PLATE .- �y_CRUSHED �{ THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES the area stabilized when the drainage area has been properly TRENCHING AND OTHER EXCAVATIONS BY THESE CONTRACTS 6* %` - /---" 2 TO 10 FEET AWAY FROM THE INLET. ANCHOR BALES IN PLACE BY DRIVING REBARS stabilized b Y permanent measures. THAT REQUIRE SITE WORK BACKFILL. OR 2" x 2" STAKES THROUGH THE BALES, SUPPLEMENT WITH GRAVEL, PILED AGAINST THE 8. BALES. TREE WEIi. 9. All sediment and erasion control measures shall be installed in INSTALL SOIL AND EROSION CONTROL FACILITIES PRIOR TO • SAND 2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN accordance with current edition of "Westchester Count B y Best Management Practices Manual for Erosion and Sediment g # Control".AND START OF EARTHWORK OPERATIONS PER LOCAL GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS ,� THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED STANDARDS. > . ►«ice' SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE, » 4D, > SE STONE`-----`- ` ��- ' 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. Notes ci 1-2-4 CONCRETE BASE 6 6 �..�•�"�} � � � �� W i 7RBED •� " " 1 K 12 CaMPOS{TOE DRAINS C� 20 -0 O.C. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SHALL BE MINIMIZED. DRIP UNE Nee GRADE COUMGRAVM 1. All control measures for erosion and sedimentation to be 6" #2 CRUSHED EARTH STONE ADS ADVANEDGE W/ FILTER SLEEVE OR EQUAL 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. FILL IIAI rE sTRAwDR ,M Fill sat FLTER F11 c ONARoK ins ected week) b the contractor and or builder and p Y Y % all necessary repairs to be made immediately. The major goals of the erosion control system are; to prevent the GEOTEXTiLE 6oz.--Soz. FILTER FABRIC MEETING tracking of dirt and mud into adjacent roads, to prevent ASTM D--751, D-1117 & D-1682 REQUIREMENTS mud and silt from entering into existing and proposed VAU WITHOUT DRAIN TiLES drainage facilities, and to protect the receiving waters r PRECAST CATCH BASIN 2 NOT TO SCALE ppp {� SECTION SUBBASE SEC I IN 7 NOT TO SCALE 1 INLET PRCTECTI�N DETAIL 1 TREE WELLS DETAIL from contamination during the construction. 2. These details indicate the proposed controls to be V NOT TO SCALE NOT TO SCALE followed. During construction field conditions may ta. require that modifications to these controls shall have �,----MANHOLE FRAME & COVER NO. 1254 ' "DRAIN", "VILLAGE StrawB®le Sediment Barriers to be utilized. PRECAST CONC. MARKED OF RYE CROSS SECTION 3, All stockpiles are to be surrounded by silt barriers, D, PRECAST CONC. NYSDOT CL. B ,> BROOK OR APPROVED EQUAL SOLID SECTION SECTION „ CONC. (TYP) " D DD 2 CLEA 4'-0" DIA. O.D. (TYP} COVER, TWO PICK HOLES TYP. "�' STEPS >, 1 MAX. (SEE DETAIL}ULI 7/8 '3 3/4" a BRING TO BALES TO TOGETHER ""Y �'R"w as shown on the detail. If Iles remain for more than p` two months, than piles are to be stabilized with temporary seeding. "I °• " GRADE WITH r- y° EXISTING 24"45 fD i G'1 2 °'�`"" 6'1 4. Duringconstruction, all road slopes to be stabilized STORM SEWER `'. �� o BRICKS & /f ZEDS MORTAR STABILIZE ENTIRE PILE VARIES DEPENDING ON HEIGHT OF SLOPE & IN with tem oral seeding and/or mulching, as required. temporary g g, q ` 9 1 4" 13 1 4" p Q / / {SEE DETAIL 4W WITH VEGETATION OR COVER STEEPNESS OF RESULTING GRADE AT TOE OF Flow 5. Drainage facilities and siltation traps to be installed C� �- s4.: D, °- i t1. � [ � PR©VIDE. BOOT OR � SLOPE -EXISTING GROUND INTERSECTION during grading process. All existing and proposed catch TYPICAL OPENING OF fD STEP DETAIL tj 6 OF, CRUSHED RING FOR PVC OR <- basins and inlets are to be protected as shown on the detail. PRECAST M.H. SOLID CONC. BASE SECTION BLOCKS (TYP) ELEVATION STEPS SHALL BE PLACED APPROXIMATELY STONE N.Y.S. #2 DIP PIPE OPENING I 12" ON CENTER FOR THE FULL DEPTH OF ar IN MANHOLE o 2"X 2"X 3" 6. Temporary drainage swales and siltation traps to be SECTION THE MANHOLE. NO STEPS WILL BE REQUIREDT w 2 SLOPE OR LESS STAKES EACH installed before start of uphill earth, as required, SOLID CONC. '�•"' IN MANHOLES LESS THAN 4' DEEP. 8" MIN, W W w W W w 1 w w BALE BLOCKS (TYP) " -- �_ W w w w w w w w ww PLAN PLAN -y 7. Erosion control measures to be maintained during course Gff 111 Ei 60" � � � w W w w w W W w w w �'} �/ J'y �( 2- 2"X 2"X J" of construction. » EXISTING 24 0 Y,W W w w w W w W w w w w W STAKES EACH BALE I I-w w w w W w w W w w w ww w EMBANKMENT 8, All erosion control work to be follow Standard 16, 17, and ._ - -a- PROVIDE BOOT aR wW ww w ww w w w w w w w w w w W SLOPE 69t Y ,> g >, 18 of Westchester Count Best Management Practices for FORM CHANNEL �� RING FOR PVC OR - R DiP PIPE OPENING 4-" "`� T $'D MIN. www w w w w w w w w W w w w w w w w www w w w W w w ww w w W EXISTING GROUND construction -related activities. S IN MANHOLE 6" OF CRUSHED- „ " *W-Wwww Ww w W W www w'+wwww,,,�•wvwvwWww wwww w w *WWw wVWwww+'w'W 9. install gravel tracking bed at all driveways leading to STONE N.Y.S. #2 / �, �� 6 OVERLAP and from construction operation. PLAN EDGES Management Practices Manual for Erosion and Sediment Control". /� DOG FUSE MANHOLE NOT TO SCALE PRECAST CONCRETE DRAIN MANHOLE NOT TO SCALE \ STRAWBALES OR SILTFENCE \ MIN . SLOPE MIN. SLOPE NOTE:TO BE USED iN LOCATIONS NOTE.TO BE USED WHERE THE EXISTING THE EXISTING GROUND SLOPES IN GROUND SLOPES AWAY FROM THE ETOWARD THE MBANKMENT TOE OF THE TOE OF THE EMBANKMENT dall h ratfalld n uQ511'�t�Li``' g lIngj, PLOT man 11[111121111111s Road PRECAST, REINFORCED POSTS SUPPORT NET FLOW -.- T"r'etltl� tiiaara4 6 p7 u OUTLET CONTROL SECTION B- 4 DEPTH 2 RE -BAR, STEEL PICKETS, OR STRICTURE RUBBER BOOT (TYP.) FILTER FABRIC SECTION A INSTALLATION NOTES EMBEDDING DETAIL 2" * 2" STAKES 1 1/2' TO 2' IN GROUND POST TOP VIEW ANGLE FIRST STAKE TOWARD a," PVC 450 ELBOW EXTEND ' BELOW INVERT FLOW COUPLER B A BACKFILL 1, AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. PREVIOUSLY LAID BALE -- FLOW = ASPHALT 1 1/6/0$ REVISION TO DRAINAGE �! i, li' ` P IS € # I E II I °) I I illy; ,,�,1(IIIII� SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A MINIMUM OF 50-75 FOOT PARKING 1 09/27/05 ADDITION OF POND 2B l IL�J� r SECTION B 2. SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING Rev. No.: Date: Description: P }� I +{III II , li; q SECTION A NATIVE SOIL ACTIVITIES SETBACKS FROM TEMPORARY DRAINAGE SWALES. WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 1.09� SLOPE {TYP.} 5 j POND 26 It€sl III (�1 l€ EMERGENCY OVERFLOW GRATE n IT_wI c TOE --IN METHOD 3. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1: 2. OR COVERED. .i NEENAM R434fi�, sI I ,, t = � JOINING SECTIONS OF FENCING 4. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED\ j � - 30" X 30" F AND G r 'II jlEl;Ij�t��€iI€'II}i�� -���,;fi3l€£i` {' `F'I _ _ INSTALLATION NOTES WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION INSTALLATION NOTES COO -II PVC PERF. PIPE UNDER `l;jtIIII�. llil "+ * GRAVEL tlfl ICI' DRAIN W/12" CRUSHED STONE AND FILTER FABRIC ALL 1. EXCAVATE A 4 INCH 4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE. 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED 1, BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. �L 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) AND MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY AROUND EXTEND ACROSS WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). SiLT FENCE. 2. EACH BALE SHALL BE EMBEDDED IN THE SOiL A MINIMUM OF 4" POND BOTTOM TYPO 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 6. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE, 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BAR DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE ,HALL BE the ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, 4. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS XAmok 12" 0 HDPE PIPE BACKFILL THE TRENCH AND TAMP THE SOIL. SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. onds STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. CUTLET CONTROL STRUCTURE SDD4 �, JOIN SECTIONS AS SHOWN ABOVE. STRA ALE SEDIMENT ATEIRATKU rUU PLAN 4 NOT T 0 SCALE 1 SILT FENCE DETAIL SOIL STo3CKPILiNG DETAIL NOT 13 O O SCALE BARRIERS DETAIL 15 GRAVEL STRIP DETAIL 17 NOT TO SCALE www•TheTh>�masGrflu p•com NOT TO SCALE NOT TO SCALE PRECAST, REINFORCED OUTLET EMERGENCY OVERFLOW GRATE ASPHALT PARKING CONTROL STRUCTURE �--- - 25 MIN. WIDTH - ---� PRECAST REINFORCED OUTLET EMERGENCY OVERFLOW GRATE NEENAH R4346 30" X 30" F AND G AREA i /j ;((;jj(( j �i 00 YR /} EL 193.0 ii l.{ SIs €oUu0 �a I'i 0r�`cl JI iil 5, ii. i,, 01, 7iAV IR Ls 1�3eV 1.0% SLOPE (TYP.) �,�' E!. 19227 ./ f 3 in. GLEAN STONE T- a . COMPACTED SUBGRADE NEENAH R4346 30" X 30" F AND G 1OOYR = 189.12 CONTROL STRUCTURE � WQV = 188.31 18 0 ��'� S ii�#}{! I II�1f' �{ ��^§ 3F,r• EL. 189.20 I ��tJ � U 11ti 0Il RUBBER B®OT {TYPO) 1 V � .------•---# REMOVABLE TURF SECTION Thomas Associates WoV *QV SEC11ON FILTER FABRIC � LOP ;:.: •m CONNECT TO .a a ..' S LF - 8"� PVC -14% s Architects + Engineers EL 191.70 EL 191.70 -- OND 2A EL. 191.70 START AT EXIST, 18"0 FIELD PIPE ° ' ' 4a. INV. IN. EL. 187.61 • PAVEMENT :.. +' "°' INV. OUT EL. 188.31 ° RUBBER BOOT s'. Wov \ EL. 188.31 \� " 28" REMOVABLE 4 PRECAST PLUG WITH Village of Rye Brook TOPSOIL QNo 3O" a4' �'•, �` 50' MIN. LENGTH --------- EL. 188.31 POND 2B 2 LiFT HANDLES Recreation Department 6" a • GRASS LINED EXISTING GRADE (TYP.) ('°} / PLAN EL. 187.52 EL. 188«03Ott a ., `° _ y e r©o�1�c New ®r1� (TYP.) A INSTALLATION NOTES • sa °,. .' EL. 187.61 8 ! ? Athletic Field Construction at the pv ! �y ' 2 °"8y" PVC 45� E�^+ 191.y 9 ": As a` EL. 1a71.V \ %� `/ / ' '' a/` 9. STONE SIZE -USE 3" STONE OR RECLAIMED OR RECYCLED CONCRETE EQtitYALENT. : A•°• ELBOW EXTEND •* /e �y INVERT _ O a BELOW IN YGRT (TYP.) � � � � ~ � ,� � . 4 W � � {� � i1[I C1[ i1 CIj1 LI�I fIQ 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. 3. THICKNESS -NOT LESS THAN SIX (8} OUCHES. 20 LF " 10"0 HDPE 0 2.4% EXISTING GRADE \ .� INV: IN. EL., 1p88g..0 « Kin Street Property 11Im an Ilu I y " 30 PERMEABLE SOIL ., 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCUR. 5. FILTER CLOTH - WiLL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER CLOTH WiLL iNV. OUT EL. 187°52 a { \f (TYP.) °,a• ' ., , INV. EL. 188.5 LA (WP.) NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. +. • \/\ BASS LINED PRECAST p� p 4" PVC PERF. PIPE UNDER a"• �' ~ a ' •' •a d : a . °" °• s i• ' a .• a' a ° a ° . 6, SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. / y„ p. ,°a ;a a- x,•. . A (TYP.) \\ a ° • a a :. ° a ° ' ° ' a' ' . ° e , MANHOLE DRAWN W{)12" CRUSHED I Q. . + • • •? . .. •. a a ; •. •� ° . • • "a'•. ' .' •+: °a STONE AND FILTER FABRIC 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WiLL PREVENT TRACKING OF �ASENT ONTO PUBLIC RIGHT OF WAY THIS MAY REWIRE TOP WITH, .. ' ''i'•. ° •: 6 TOPSOIL a• '• * P • .. • o a : '. �� 'A •NG � d a $4' � DETAILS AND NOTES OTEei v ALL AROUND EXTEND ACROSS a a `6"2 CRUSHED STONE POND BOTTOM (TYP.) / 4/ / �/ \/ \ i / \ ,\ ADDITIONAL STONECONDITIONS DEMAND AND REPAIR AND/OR CLEAANOUT OF ANY MEASUREIC S USED TO BE REMOVEDNMM SEDIMENT SPILLED, DROPPED, WASHED �R TRACKED ONTO PUBLIC RIGHT OF WAY MUST & WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. 6� 2 .% y CRUSHED STONE v Jre� / ASBUILT/REVISICJI� PLAN j� 11Wii I>j/ Date: Drawing No.: \ �\ �\ �`\ \ \ \ \ `\ \ �/��/�/\��\�\\`\jZ�\� UNDISTURBED EARTH WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEICE. _ _ ` ,\ ` \ ` \ \ \\ \ \\ \� \ \ \ \ EL, 186 O UNDISTURBED • %\ J//\ r\ %\//,/\� / / / /` �/� �/` �/� �/� 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. \�\�\�//\\\�//\�//\�\ { l EARTH ` �/` �/` /` �/` /` /` //`f //`s " /`f /`y �/` /� ` �\ /� / \/ �/ � r�\/��/\ R u BURIED M AN MANHOLE LE Z CS 09-09-2005 CUTLET CONTROL JL STRUCTURE SDD4 SECTION STABILIZED CONSTRUCTION ENTRANCE DETAIL CUTLET CONTROL STRUCTURE 5 SECTION DETAIL L402 T+Pro;ectNo.: I 1 16 18 NOT TO SCALE 5932 NOT TO SCALE NOT TO SCALE NOT TO SCALE ti WEIR 1 1/4" 1 lip L------ 12 - 30 3 A 5 6 INV. FL. OUT 187.75 3 Gff- 3G G-_ 411 411 11-2-4 CONCRETE BASE G G" UNDISTURBED G" #2 CRUSHED EARTH STONE FREGAST CATCH BASIN W/NOTOH NOT TO SCALE 1 1/4fl Ck WALL PLATE—\ 5 1/2" 411 T �51 I 11-2-4 CONCRETE BASE G11 Gil _T BED MTG" #2 CRUSHED T M EARTH STONE PRECAST CATCH BASIN NOT TO SCALE f RECAST CONC. PRECAST CONE. NY5DOT Cb: B SECTION SECTION CONC.CTYP) I -a 4'-0" 2' CLEA 4'-0" DIA. CTYP) OD EXISTING 24`0 STORM SEWER (D C-4 -A''. 14 iew TYPICAL OPENING OF PRECAST M.H. BASE SECTION SOLID CONC. BLOGK5 CTYP) ELEVATION SECTION 50LID CONC BLOOK5 CTYP) EX15TING 24110 FLOW r_ FORM CHANNEL TIE INTO EX15TING GRADE FIN15HED GRADE VARIES zl _5 ( 9 n (n,tn V CI G" TOP50L 18- MIN. PERMEABLE SILT FENCE 501L LAYER 1. SLOPE B/T 17.-27. ONLY. E310-SWALE DETAIL NOT TO SC/ALE C14 0.57. SLOPE 1 r *CIJ - G" WASHED SAND AA5HT0 M-G OR A5TM C-33 CONCRETE SAND <4Z PA55ING #100 SLEEVE !2 CRUSHED STONE (307. 0 f. ........... ................... ................. 40SAND......... ................. ............... ............. Z, E to 12 O.D. i12 COMPACTED SUITABLE BACKFILLIr LAYERS 12'+ 1/2 DIA. COMPACTED BACKFILL 1/2 O.D. #2 CRUSHED STONE #p CRUSHED STONE OR AS DIRECTED TRENCI-t E3EDDIN5 DETAIL 19 NOT TO SCALE 2 1/2" SYNTHETIC TURF W/RUBBER AND SAND MIX 2" FINISHING STONE 1 1/2"-2" NY5DOT #3A CRUSHED STONE COMPACTED To q57 DRY 4/ PROCTOR DEN51TY W/ 307. MIN. VOID RATIO NON -WOVEN to it 25' MIN. WIDTH 1r3 in. CLEAN STONE '�IL COMPACTED SUBGRADE SECTION FILTER FABRIC START AT EXIST. PAVEMENT 50' MIN. LENGTH PLAN INSTALLATION NOTES 1. STONE WE - USE :V STOW. OR RECLAWD OR RECYCLED CONCRETE' CQWALCNT. 2. MOT" - AS WOMED, VX NOT LESS THAN 50 FEET (EXCEPT ON A SNOLE RESIDENCE LOT MIME A 30 FOOT tWW LOOT" WOULD APPLY 3.NOT LESS TMAN Six M Whirs. 4. WVT" - 25 MOT MINKH, BUT NOT LESS TMAN THE FULL WfDTh AT FONTS WHERE INORESS OR CROSS Omm- !5. FILTER CLOT" - WILL W PLACED oveR THE ENUM AREA PRIOR TO FLACM Or STONE. FILTER CLOT" WILL NOT BE 12UMD ON A SW7LC FAMILY RESIDENCE LOT. Cr. SMA" WATER - ALL SURFACE WATER FLOWM OR WERTED TOWARD CONSMUCT60ft ENTRANCES SMALL BE PIPED ACROSS THE ENTRANCE. r PMO IS WRAOTCAL, A K"TADLE BERM WIT" 54 SLOPES WILL BE PERMIT=. 7. a ARC AM "ANTOW" - T"E ENTRANCE SMALL BE MAINT 0 IN A CONDMON WW" WILL PREVENT TRAC OR fLOWN& Of SEPMENT ONTO FLOM, ROM Of WAY Ttt1S MAY REQUIRE FMOM TOP DR GMS WITH ADMIONAL STOW AS COMMONS DEMAND AND REPAIR AND/OR GLEANOUT or ANY MEASURES USED TO Top StojtW. ALL SEDNENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PMC MftT OF WAY "T Or REMOVED IMMEDIATELY. a, WAS M - WMELS SMALL at CLEANED To ReMM Srr"rw MWIt To rNT"#CV ONTO "L10 ROOT OF WAY. WHEN WASHM 6 REOMM ff SHALL K DONE ON AN AREA sTABILM Wff" STONE AND WtW" DKANS INTO AN APPROVED SMWNT TRAPPM DEVICE. , S FOODW 96TOWN AND NEEDED MAMNAN" SMALL BE PROMDED AFTER EAC" RAN. STABILIZED CONSTRUCTION ENTRANCE DETAIL NOT TO SC/ALE Inlet Protection Mill WAX CORRECT METHODS OF TREE FENCING 14 TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING FENCIN6 AND ARMORING DETAIL NOT TO SCALE U MA *A CO" WAM INSTALLATION NOTES n= rAw *V=AL SILT FENCE 1. EXCAVATE A ro INCH x G INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET PERIMETER. Z., UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) TREE WELL WITHOUT DRAIN TILES WALL Or THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). 3. DRIVE THE POST I INTO THE GROUND UNTIL THE NETTING ro APPROXIMATELY 2 INCHES TREE WELLS DETAIL FROM THE TRENCH BOTTOM, 14 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH. NOT TO SGALE 5ACKFILL THE TRENCH AND TAMP THE SOIL. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. StrawBale Sediment Barriers 5. JOIN SECTIONS AS SHOWN ABOVE. SUPPLEMENT WITH GRAVEL, PLED AGAINST THE FENCE. 10 BUBUTT1THIERR HAY Ot MW 6:t VARIES DEPENDING ON STRAW BALES HEIGHT OF SLOPE & ks Ile cA I STEEPNESS OF RESULTING < 1. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER BALES TO SURROUND GRADE AT ME OF FLOW 0 THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES SLOPE -EXISTING 0 2 TO 10 FEET AWAY FROM THE INLET, ANCHOR BALES IN PLACE by DRIVING REDAR5 GROUND INTERSECTION 0Z OR 2' x r STAKES THROUGH THE: SALES. SUPPLEMENT WITH GRAVEL. PILED AGAINST THE U BALES. > 2"X 2"X 3" 0 2. SEDIMENT SMALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 1 STAKES EACH THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP, REMOVED BALE SEDIMENT PLAN PLAN SMALL BE DEPOSITED IN A SUITABLE AREA AND #4 SUCH A MANNER THAT IT WILL I NOT ERODE. i2-2"X 2"X 3" 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. STAKES EACH BALE I EMBANKMENT 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION I SLOPE Git AND WATER POLLUTION SHALL BE MINIMIZED. EXISTING I 8" MIN. 5. THE SEDIMENT TRAP SMALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING GROUND OPENING IN G" OF CRUSHED DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 11 MANHOLE STONE N.Y.5. #2 GCIVERLA EDGES PLAN NOTE: BE USED IN LOCATIONS NOTE: TO BE USED ERE THE EXISTING DOG HOUSE MANHOLE PRECAST CONCRETE DRAIN MANHOLE THE EXIWHERE GROUND SLOPES IN GROUND SLOPES AWAY FROM THE 12 INLET PROTECTION DETAIL TOWARD THE TOE OF THE TOE OF THE EMBANKMENT NOT TO 5GALE 8 NOT TO 5C�ALE NOT TO SCALE EMBANKMENT PRECAST. REINFORCED OUTLET SUPPORT NET POST CONTROL STRUCTURESECTION B EMERGENCY OVERFLOW GRATE FILTER FABRIC SECTION A NEeNAM R434G RUBBER BOOT (TYP.) 30' X 30' F AND 6 POST- TOP VIEW FLOW COUPLER B W PVC 4Y BACKFILL it ELBOW EXTEND BELOW INVERT M; E 4' PVC PERF. PIPE UNDER DRAIN W/12' CRUSHED STONE AND FILTER FABRIC ALL AROUND SECTION B EXTEND ACROSS POND BOTTOM SECTION A r CTYP.) . . .. . . NATIVE 501L A Q TOE -IN METHOD H, JOINING SECTIONS OF FENCING INSTALLATION NOTES 1. EXCAVATE A 4 INCH 4 INCH TRENCH ALONG THE LOWER PERIMETER Of THE SITE. ............ 'Ns! 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE: TRENCH CNET 51DE AWAY FROM DIRECTION OF FLOW). 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING 15 APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, 12, 0 HDfE PIPE BACKFILL THE TRENCH AND TAMP THE SOIL STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. RUC OUTLET CONTROL STTURE SD04 5. JOIN SECTIONS AS SHOWN ABOVE. 4 PLAN 10 SILT FENCE DETAIL NOT TO SCALE NOT TO SCALE ASPHALT PARKING PRECAST, REINFORCED OUTLET EMERGENCY OVERFLOW GRATE' G" 1.0% SLOPE (TYP.) CONTROL STRUCTURE NEENAM R434G 30" X 30N F AND 6 ------ EL I q3.0 Iq3 EL. I q3.0 EL. 192.74 RUBBER BOOT CTYP.) 8" PVC, 45* ELBOW n EXTEND BELOW INVERT EXISTING GRADE n Q., 6 R A V E L GRASS LINED G" TOP501L CTYP,) CTYP. 4" PVC PERF. PIPE UNDER DRAIN W/I 2" EL. Iq00 EL. I qO. CRUSHED STONE AND FILTER FABRIC ALL AROUND EXTEND ------------- ........ AGRO55 POND BOTTOM 1, J L - , . 1-11-1. 1—— _ CTYP./ -301, PERMEABLE 501L LAYER C TYP.) INV. EL. 1655 G" 42 CRUSHED 5TO 4E Xy Z: UNDISTURBED EARTH OUTLET CONTROL STRUCTURE SD04 SECTION NOT T SCALE CROSS SECTION 7/5" 3 3/4" 2" q 1/4" 13 114" STEP DETAIL STEPS SHALL BE PLACED APPROXIMATELY 12- ON CENTER FOR THE FULL DEPTH OF THE MANHOLE. NO STEPS WILL BE REQUIRED IN MANHOLES LESS THAN 4' DEEP. PROVIDE BOOT OR RING FOR PVC OR DIP PIPE I X 12" COMPOSITE DRAINS 0 20'-0" O.G. ADS ADVANEDOE W/ FILTER SLEEVE OR EQUAL GEOTEXTILE Goz.-boz. FILTER FABRIC MEETING A5TM D-751, D-I 117 + D-I G82 REQUIREMENTS SUBBASE SECTION NOT TO SCALE ,_-MANOLE FRAME + COVER NO. 1254 MARrFD 'DRAIN", "VILLAGE OF RYE BROOK" OR APPROVE[) EQUAL, 50LID COVER, TWO PICK HOLES CTYP.) . STEPS t. 01 BRING TO CsEr 0 GRADE WITH I - 0 BRICKS + I 0 MORTAR PROVIDE BOOT OR Got " F CRUSHED RING FOR PVC OR 5TO 4E N.Y.5. #2 DIP PIPE OPENING IN MANHOLE 8" MIN. Ga FLOW 4" DEPTH 2 RE -BAR, STEEL PICKETS, OR EMBEDDING DETAIL 2" * 2" STAKES 1 1/2' TO 2' IN GROUND ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE 5TABLrZE ENTIRE PILE FLOW WITH VEGETATION OR COVER MIN. SLOPE WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR SLOPE OR LESS INSTALLATION NOTES 1. BALES SMALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. V 2. EACH BALE SMALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" . W W 3. BALES SMALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BAR Ir DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SMALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 4. BALES SMALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNE55 50 AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. STRAWBALE SEDIMENT MIN, SLOPE BARRIERS DETAIL NOT TO SGALE INSTALLATION NOTES 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SMALL BE DRY AND STABLE. SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A MINIMUM OF 50-75 FOOT 2. SOILS OR FILL TO BE STOCKPILED ON 9TE DURING CUTTING AND FILLING ACTIVITIES SETBACKS FROM TEMPORARY DRAINAGE (WALES. 3. MAXIMIUM SLOPE OF STOCKPILE SHALL BE 1:2. OR COVERED. 4. UPON COMPLETION OF 501L STOCKPILING, EACH FILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR 5TRAWBALE5, THEN STABILIZED WITH VEGETATION 5. 5TOGWILE5 REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED AND MULCHED OR COVERED WITH GEOTEXTILE FABRIC SURROUNDED BY SILT FENCE. Gs. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF 5ILTFrNGE. SOIL STOCKPILING DETAIL 13 NOT TO 50ALE 1 17 15 1 General Notes - General Notes I. ALL WORK ON TH15 DRAWING TO BE PART OF THE eITE WORK CONSTRUCTION CONTRACT UNLE55 OTHERW15E NOTED. 1. Contractor shall be responsible for compliance with a2. SEE DRAWINGS Ll, LI 00 AND L200 FOR ADDITIONAL GENERAL ll sediment and erosion control practices. The sediment and NOTE INFORMATION. erosion control practices are to be installed prior to any major soil disturbances, and maintained until permanent protection Is established. Timely maintenance of sediment control structures is the responsibility of the Contractor. All structures shall be maintained in good working order at all times. The sediment level in all sediment traps Shall be closely monitored and sediment removed promptly when maximum levels are reached or as to ordered by the engineer. All sediment Control Structures shall be inspected on a regular basis, and after each heavy rain to Insure proper operation as designed. An inspection schedule shall be Set forth prior to the start of construction. 3. The locations and the installation times of the sediment capturing standards shall be as ordered by the Engineer, and in accordance with the standards set forth in this manual. 4. All topsail not to be used for final grading shall be removed from the site immediately and placed in a stabilized stockpile or fill area. All topsoil required for final grading and Stored on site shall be limed, fertilized, temporarily seeded and mulched within 21 days. 5. Any disturbed areas that will be left exposed more than 21 days and not subject to construction traffic, shall immediately receive temporary seeding. Mulch shall be used if the season prevents the establishment of a temporary cover. Disturbed areas, shall be Ilmed and fertilized prior to temporary seeding. G. All disturbed areas within 500 feet of an inhabited dwelling shall be wetted as necessary to provide dust control. 7. The Contractor Shall keep the roadways within the project clear of soil and debris and is responsible for any street cleaning necessary during the course of the project. 8. Sediment and erosion control structures shall be removed and the area Stabilized when the drainage area has been properly stabilized by permanent measures. q All sediment and erosion control measures shall be installed in accordance with current edition of 'Westchester County Best es Manual for Erosion and Sediment Control'. ManagementPractir UJI exposed than 21 Dd re t *Y6 immediately e more : re hall :medi -elve C he season prevents t _nts prior to temporary 7ed mporary Notes I All control measures for erosion and Sedimentation to be inspected weekly by the contractor and/or builder and al necessary repairs to be made immediately. The major goals of the erosion control system are; to prevent the tracking of dirt and mud into adjacent roads, to prevent mud and Silt from entering into existing and proposed drainage facilities, and to protect the receiving waters from contamination during the construction. 2. These details indicate the proposed controls to be followed. During construction field conditions may require that modifications, to these controls shall have to be utilized. 3. All stockpiles, are to be surrounded by silt barriers, as, shown on the detail. If pies remain for more than two months, than piles are to be stabilized with temporary seeding. 4. During construction, all road slopes to be stabilized with temporary seeding and/or mulching, as required. 5. Drainage facilities and Siltation traps to be installed during grading process. All existing and proposed Catch basins and inlets are to be protected as shown on the detail, G. Temporary drainage swales and siltation traps to be installed before start of uphill earth, as required. 7. Erosion control measures to be maintained during course of construction. 8. All erosion control work to be follow Standard IG, 17, and 18 of Westchester County 'Best Management Practices" for construction -related activities. q. Install gravel tracking bed at all driveways leading to and from construction operation. Management Practices Manual for Erosion and Sediment Control". dolph rotfeld engineering, p.c_ 200 White P1aIn5 Road Tarrytown, NY 105ql E R 17 H O Ln V� 9 I" r4 f" 0% tao c �I 01 (D F-t r z I 2 3 4 5 G 7 8 q I O I I I2 13 14 1\1:—% N.I.S. N Electrical Site Planrt-,� 20 0 5 10 15 20 COVER TO BE FLUSH PULLBOX AS INDICATED WITH FIN15MED GRADE ON PLANS. FINISH GRADE EI"f 7.. t UNDEROROUND TAPE 12" (MIN. ABOVE ALL Ifl CONDUITS F # ,` 0 Aj GONDUIT5 SIZE AND QUANTITY A5 INDICATED ON DRAWING5 OR NOTED IN 5PECIFIGATION5. PROVIDE GRAVEL BASE FOR PROPER DRAINAGE ical PullBox Detail CLEAN FILL r,OMPACTED _I PJAIKILIL02AILI Electrical Pipe Trench Detail IIN.3 12" (MIN.) I G" (MAX.) 0 �w r R L Drawing Notes (D PROVIDE GARDCO 6ULLWIN6 FIXTURE TYPE G13--I —ZXL—I 00MH-208-8RP—PC—LF WITH POLE TYPE 55A4-12—DI —BRA (TYPICAL OF 2 LOCATIONS). REFER TO TYPICAL POLE BASE DETAIL 4/E100, PROVIDE DAKTRONICS SCOREBOARD #F5-1530. REFER TO SPECIFICATION SECTION I G802 FOR INSTALLATION REQUIREMENTS AND REQUIRED COMPONENTS. PROVIDE NEMA 3R FUSED DISCONNECT ON REAR OF SCOREBOARD PROVIDE DIRECT BMIED PULLBOX SIMILAR TO QUAZITE MODEL #PG1324BAI Z/PG1324EA08 AND COVER MODEL #PG1324MA00-17. BOXES AND COVERS SHALL BE GREEN (TYPICAL OF FOUR). C5EE PULL BOX DETAIL 3 ON THIS DRAWING) Rev. No.: Date: DescriPaw t�MM tlWtll' 'tfU iltl lit u i t I VRJ,A�Gv, OF ..:: the om"a ATETECH 0WAf4Yg1P`t"%U P 1 www.TheThomasGroup.com 'ZThommaws Assodees Architects + Engineers Village of Rye Brook Recreation Department Rye Brook, New York Athletic Field Construction at the King Street Property Electrical Plan Drawn by: Date. Drawing No- mjw September 16, 2005 E 1000" T+ Project No.: 5932 Athletic struction treet PrODertv F Vill I age of Rye Brook Recreation Depart ent O.,ye Brook, New York Drawing List: Standard Symbols STANDARD REFERENCE BUBBLE DETAIL, NUMBER T1 Title Sheet & Symbols & Abbreviations (@=DRAWING.7 NUMBER Fivo_:an DRAWING TITLE + SCALE Survey Drawings.• 2 /**2� BUILDING SECTION TS1 Boundary and Topographic Survey of the King Street Site - Area A TS2 Boundary and Topographic Survey of the King Street WALL SECTION Site - Area B ELEVATION Landscape Drawings: Ll Soil Erosion and Sediment Control Plan and 4 AJ 2 INTERIOR ELEVATION Details L2 Site Demohnon Plan 2 L100 Site Layout Plan and Details DETAIL X2 *oQ L200 Site Grading, Drainage and Utility Plan and Site CLA55ROOM Details 100 ROOM NAME AND NUMBER L20t Stonnwater Collection Plan NORTH ARROW L300 Alternate Asphalt Paxring Plan, ,Site Planting Plan and Site Details CLL— CONTRACT LIMIT LINE PROPERTY LINE L400 Site Details (A --- COLUMN CENTER LINE L401 SyntheficSurface Linestriping Plan and Details CUT LINO, FAI MATCH LINE M B Electrical Drawings! CENTER LINE E 100 Electrical Plan 'F C�OA DRAWING REVISION NUMBER EARTH GRAVEL SAND CONCRETE NOTE: REFER TO MW PLANS FOR ROOM BR BOTTOM REGISTER OR CEILING REGISTER et -IT ELECTRICAL METALLIC. TUBING G GAS, GLYCOL KW KUL)WATT MT" MARBLE THRESHOLD R RADIUS, RETURN, REFRIGERANT SK SINK Ue UNDERGROUND ELECTRIC NEW ASPHALT PAVING OR TOP COURSE FININ-1 r—fry BRDG BRIDGING ORS COURSE CS) ENO ENCLOSURE 0A GAUGE KWH KILOWATT PER HOUR MTR METER RA RETURN Alt SL SOUND LINED, SKYLIGHT UG UNDERGROUND SRO BEARING CSK COUNTERSINK COD EDGE OF DECK GAL GALLON KV KILOVOLT MULL MULLION RAD RADIATION SLO 5LLOOCK UK UNIT HEATER AAC ASBESTOS ABATEMENT CONTRACTOR BRK BRICK C-C,*MT CASEMENT COS EDGE OF SLAB OALV GALVANIZED KVA KILOVOLT AMPERE MVEJ MASONRY VENEER EXPANSION JOINT RAF RETURN AIR FAN, RESILIENT ATHLETIC FLOORING SLV SLEEVE UNF UNFINISHED NEW: HEAVY-DUTY ASPHALT PAVING AAD AUTOMATIC AIR DAMPER BR5K BRICK5HELF BRZ BRONZE CT OTD COMPUTER TERMINAL, CERAMIC BASE TILE COATED ra COIC EQUAL. EQUIVALENT EQUIPMENT CONTRACTOR CASK GO GASKET (ED) GENERAL CONTRACT (OR) L LENGTH; LONG N NORTH, NO WORK REQUIRED RD RG RESILIENT BASE ROOFING CONTRACT (OR) SLVR Sm STORM LOUVER SANITARY MANHOLE UNIF UNO UNIFORM UNLESS NOTED OTHERWISE AD AC ANCHOR BOLT AIR CONDITIONING, ALTERNATING CURRENT 5S BOTH SIDES, BOTTOM Or STAIR OTOP COUNTER TOP EQUIP ES EQUIPMENT EXPOSED SURFACE, EXPOSED STRUCTURE GOM 000 GLAZED CONCRETE MASONRY LINT GRADE CLEANOUT LAB LAD LABORATORY LADDER NAT NO NATURAL NORMALLY CLOSED RGA RCP RECYCLED CONCRETE AGGREGATE RomrORGED CONCRETE PIPE soe SF SLAB ON GRADE STATIC PRESSURE. STANDFIFE, SPACE UR LIT URINAL UNDERGROUND TELEPHONE REMOVE AND REPLACE ASPHALT PAVING AC-CMP ACM ASPHALT COATED CORR, METAL FIFE DSMT BASEMENT ASBESTOS CONTAINING MATERIAL BSPL BACKSPLASH ��TR CU CENTER CUBIC r5r ELASTIC 5heeT FLASHING or GROUND FACE LAM LAMINATE CD) NEC NATIONAL ELECTRIC CODE RCU REMOTE CONDENSING UNIT SPEC SPECIFICATION (5) UV UNIT VENTLATOR ACT ACOUSTICAL CEILING TLE ST BENT CUM CABINET UNIT HEATER ESM, ew ELASTIC SHEET MEMBRANE EACH WAY GL GND GLASS. GLAZING GROUND LAT LAV LEAVING AIR TEMPERATURE LAVATORY NEO NEUT NEGATIVE NEUTRALIZATION RD RECEPT ROOF DRAIN RECEPTACLE SFKK 5PL SPRINKLER SPECIAL V VENT. VOLT CONCRETE MASONRY UNITS ACU AD AIR CONDITIONING UNIT BTU BRITISH THEFMAL UNITS AREA DRAIN BTUI1 BRITISH THEKMAL UNITS PER !-!OUR CV OW CONVECTOR, CURB VALVE COLD WATER rWC ELECTRIC WATER COOLER GPM GALLONS PER MINUTE LB POUND W-1 NOT IN CONTRACT REF REFERENCE so SQUARE VAR VARIESS, VARIABLE ADA AMERICAN DISABILITIES ACT BUR BUILT-UP ROOFING CWR CHILLED WATER RETURN EWT exti ENTERING WATER TEMPERATURE MAUST OR 65 GRADE (ING), GLYCOL RETURN GLYCOL SUPPLY LBL LC LABEL LANDSCAPE CONTRACTOR (SITE) NO NOM NUMBER. NORMALLY OPEN NOMINAL RCFL REFR REFLECT CeD) CIVE3 (OR) REFRIGERATOR 56 SST STAINLESS STEEL STRUCTURAL STEEL TUBING VARN VAT VARNISH VINYL ASBESTOS TLE ADD ADDL ADDENDUM BW BOTTOM OF WALL ADDITIONAL BWO BACK WATER CHECK VALVE OWS CWTI CHILLED WATER SUPPLY CERAMIC WALL TLE TYPE I exe EXISTING OVL GRAVEL LCO LEAD COATED COPPER NRC NOISE REDUCTION COEFFICIENT RES REGISTER ST STORM, STORAGE VAV VARIABLE AIR VOLUME BRICK ADM ADHESIVE EX? EXPANSION Ows GYPSUM WALL BOARD LDR LEADER NTS NOT TO SCALE RrhNr REINFORCE (D) (M) STA STATION V5 VACUUM BREAKER, VAPOR RETARDER BARRIER ADJ ADJACENT C1 CARPET TYPE I D DANCE FLOORING TYPE I EXT EXTERIOR. EXTERNAL GYP GYPSUM LEV Lr LEVEL LINEAR FOOT REM REMOVED STO SHOWER TEMPERATURE CONTROLLER. STAINED OONCRCTE VOB VENTED COVE BASE ADR AE56 ACCESS DOOR 0 CONDUIT, CONVECTOR. CONDrNSOR, ARC". EXF05CO STRUCTURAL STEEL COMMON 0 D5 DIESEL FUEL, DEPTH DRY BULB FA FAHRENHEIT H' HEIGHT LFMC OA UQUID-TIGMT FLEXIBLE METAL CONDUIT Oro OVERALL. OUTSIDE AIR ON CENTER REOD RESL REQUIRED RESILIENT STD STANDARD VOT VD VINYL COMPOSITE TILE VOLUME DAMPER STONE AFF ABOVE FINSH FLOOR CA COMPRESSED AIR DO DIRECT CURRENT FIRE ALARM he HOSE BID LFNC AID - IGHT FLEXIBLE NONMETALLIC CONDUIT OD OUTSIDE DIAMETER RET RETAINING. RETURN $TO SEATING VERM VERMICLIUTC Atf ACCESS MATCH CAB CABINET DDO De DIRECT DIGITAL CONTROL DELONIZED WATER FAI FOU FRESH AIR WAKE FAN COMING UNIT HDD HC HARD BOARD HEATING CONTRACT (OR). HANDICAP LO LGI LENGTH, LONG LARGE GROUP INSTRUCTION Oh OFNG OVERHEAD OPENING REV Rr REVISION. REVISED RUBBER FLOORING 5% STN STEEL STAIN (ED) VERT VEST VERTICAL VESTIBULr METAL, STEEL AHU Ala Alt HANDLING UNIT OATV CA5LE TELEVISION AIR INFILTRATION BARRIER C6 CATCH BASIN, CIRCUIT BREAKER. DEG DEGKF.ES FD FLOOR DRAIN, FIRE DAMPER HOR HOT/OHLLED RETURN LH LEFT HAND OFF OPPOSITE RF49 ROOFING STOR STRU STORAGE STRUCTURAL VIF VERIFY IN FIELD PLYWOOD ALT ALTERNATE CHALKBOARD DEMO DEMOLW FDO FIRE DEPARTMENT CONNECTION HCS HOT/OHLLED SUPPLY LIN LINEAR OFF HD OPPOSITE HAND RFM ROOF MATCH SURF SURFACE VIN VINYL ALT74v ACOUSTICALLY LIKED TRANSFER BOX COTV CLOSED CIRCUIT TELEVISION DEr DfFlite% CED) (ON) DETAIL Fe rec FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET HD HOPE HEAVY DUTY HIGH DENSITY POLYETHYLENE LKW LL LOCKER LIVE LOAD F FAINT RFM R& RECESSED FLOOR MAT RETURN GRILLE SUSIX SUSPENDED Vff VOL VITREOUS TLC VENEER ALTN ALL" ALTERATION 0D OCUNO DIFFUSER, CONDENSATE DRAIN ALUM"JM GEM CEMENT DET Of DRINKING FOUNTAIN FF FINISH FLOOR, FACTORY FtOi HOR HEADER LP LOW PRESSURE PAR PARALLEL RGS ROD GALVANIZED STEEL SV 5W SHEET VINYL, STEAM VENT SWITCH. SOFTENED WATER VOL VOLUME FINISHED WOOD TRIM AMP AMPEft OCR CCRAMIG DI DOUBLE HUNG rFE FFL FNW FLOOR ELEVATION F111511 FLOOR LINE HDW HARDWARE LPG U*S` LOW PRESSURE CONDENSATE LOW PRESSURE STEAM PART PARTITION RM RIGHT HAND SWCI SERVICE WEIGHT CAST IRON VTR VENT THROUGH ROOF ANOD ANODIZED Or OL60 FEET, CEILING FAN DW DEHUMIDIFICATION UNIT FO FLOOR GRILLE tie HOT GLYCOL LIFT LOW POINT PC, PLUMBING CONTRACT (OR> RHO REHEAT COIL 5YM SYMMETRICAL VWO V914YL WALL COVERING ANT ACID NEUTRALIZATION TAW CFM OUW FEET PER MINUTE DISTILLED WATER. DROP INLET, DUCTILE IRON FM FIRE HYDRANT HIP MOM IMPACT PANEL LS UNOLEUIwI SHEET FCC, PIGMENTED CONCRETE F?j RL ROUGH-1N RA94 lyys" SYNTHETIC ROUGH WOOD AP ACCESS PANEL OFMr COLD FORMED METAL FRAMING DIA DIAL DIAMETER DIAGONAL FHO FIRE HOSE CABINET HM HORZ HOLLOW METAL HORIZONTAL LT LIGHT. LINOLEUM TILE PC PRECAST CONCRETE PORCELAIN ENAMEL RLS LEADER RAIL CINO> SYSTEM W WS, WEST. WIDTH, WIDE. WASTE. WATT WET BULB AFPi7':;" ARCH '* A!"WROXIMATe CLY) OFT`CERAMIC FLOOR TLE ARCHITeCT (VIRAL) Ce CeIUNO GRILLE DIM DIMEN51ON FIN FH5h CID) HIP HORSEPOWER. HIGH PRESSURE, HEAT PUMP LTL LINTEL VOLTAGE FERF PERFORATE (ION> (ED) RM ROOM T TREAD, TOP, TOILET ROOM, TERRAZZO. TONS WC WATER CLOSET, WALL COVERING INSULATION CLOO5E OR BATT) A/S Alt SEPARATOR CHAN CHANNEL DW DISPENSER rIXT FIXTURE MPG HIGH PERFORMANCE COATING LV LOW Peri FERIMCTER RMC, ROD METAL CONDUIT TS TOP AND BOTTOM; TACK BOARD, WD WOOD ASS' ASBESTOS CHUM CEILING HUNG UNIT VENTILATOR 06T DISTANOF_ FL FLD FLUSH FLOOR DUCT HPL HIGH PRESSURE LAMINATE LVR LWT LOUVER LEAVING WATER TEMPERATURE PERF PERPENDICULAR RNG ROD NONMETALLIC CONDUIT TERRAZZO BASE WDW WINDOW ASP" ASPHALT C! CAST IROO DIV DIVISION MR HANDRAIL, HOUR FL PLATE, PROPERTY LINE RNT RUNNING TRAP TBD TO BE DETERMINED WDWC WINDOW CONTRACTOR ATV ATMOSPHERIC VENT CAP CAST IN PLACE DL DEAD LOAD FLEX FLEXIBLE HT MIGHT PLAN PLASTIC LAMINATE- RO ROUGH OPENING TO TEMPERATURE CONTROL, TEMPERED CLEAR. WF WASH FOUNTAIN RIGID INSULATION AURA . AUDITORL" CIRO CIRCUMFERENCE DN' DOWN FLO FLASHING HTO HEAT"/VENTILATING/AIR CONDITIONING MAN MAKJAL MA50NRY PLAS PLASTER, PLASTIC ROW RIGHT OF WAY TELECOMMUNICATIONS CONTRACTOR, we WALL GRILLE. WATER GAUGE AUTO AUTOMATIC Cj CONTROL JOINT Do DITTO rLR FLUOR FLOOR CING> FLUORESCENT HVAG HEATING/VENTILATING/AIR CONDITIONING MAS MAT MATERIAL FLF POUNDS PER LINEAR FOOT RPM REVOLUTIONS PER MINUTE WITH NEW Tor OF CURD W" WALL HUNG. WALL HYDRANT CERAMIC TLE AV ACID VENT a CENTER UNr op • DAMPPROOF (ING)� F" FLOOR MOUNTED MVU MW HEATING AND VENTILATING UNIT HOT WATER MAT MAKE UP Alt UNIT PLYWD FM PLYWOOD FUJGMOLD RR RS REMOVE EXISTING AND REPLACE RUBBER STAIR TREAD/RISER TDV TEL TRIPLE DUTY VALVE TELEPHONE WI WK WROUGHT IRON WIReMOLD AVE AVTK1 AVE CLS CEILING AVERAGE CLK49 CAULKING ACID VENT THRU ROOF Wit DR DAMPER DOOR, DEEP RD FMC FLEXIBLE METAL CONDUIT HWH HOT WATER HEATER MAX MAXIMUM MARKER BOARD PHL PANEL RTM ROOF TOP HOOD TeMF TEMPERATURE wr WATER FROOFINS, WORKING POINT ACOUSTICAL PANEL AW ACID WASTE CLL CONTRACT LIMIT LINE DWO DRAWING FIND FOUNDATION HwP HOT WATER PUMP M5 Poo POINT OF OURVATURe, POINT OF RTU ROOF TOP UNIT T49 TOP GRILLE. TONGUE AND GROOVE WR WATER REPELLENT, WIDE RIB, WALL REGISTER CLIt CLEAR (ING) DS DOWNSPOUT. DRAINAGE STRUCTURE F05 roe FREIGHT ON BOARD, FLAT ON BOTTOM FULL OIL GAUGE MWR HOT WATER RETURN MBH malt THOUSAND BTUH MEMBER CONNECTION RW RAW WATER TMK, T"ICKNES& WS, WATER STOP GLASS CLARGE SCALES 8 BSD BOILER, BRICK. BOTTOM CLRM CLASSROOM BOILER SLOWDOWN OMP CORRUGATED METAL PANEL DT DTA DRAIN TLC DOVETAL ANCHOR FOR FUEL OL RETURN HWS, HV HOT WATER SUPPLY HIGili VOLTAGE M17 MOTORIZED DAMPER POL Fos POLISHED POSITIVE 6 SOUTH, SUPPLY THR THE THRESHOLD TO MATCH EXISTING WSCT WT WAINSCOT WEIGHT SO BOTTOM Of CURB CMT CERAM MOSAIC TLE VTL DETAL FOS FUEL OIL SUPPLY me MECHANICAL EQUIPMENT POT POINT Of TANGENCY SA SUPPLY Alt TMV THERMOSTATIC MIXING VALVE WWMP WATER TO WATER HEAT PUMP PLASTER. CEMENT. GROUT SCU SLOWER COIL UNIT CPU CONCRETE MASONRY UNIT DW DUMBWAITER, DISHWASHER FOT FP FLAT ON TOP 0 INSIDE DIAMETER MECK MCChANICAL PR PAIR..SAN, SANITARY TOD TOP OF DUCT WWM WELDED WIRE MESK GYPSUM WALL BOARD BD BOARD cc CLEAN OUT DWt DOWEL FIREPROOF CING) le INVERT ELEVATION MED MrMjM FRIC POWER ROOF EXHAUSTER SAS SMOOTH ALL SIDES Tor TOP OF FASCIA W/ WITH BID; BACKDRAFT DAMPER CODF CLEAN OUT DECK PLATE DWK DRAWER FPf4 FR FEET PER MINUTE FRAME, FLOOR REGISTER IN INCL M"15S INCLUDE (W (INO)� MEMS, mezz MEMBRANE MEZZANINE PREP �FRF PREPARE CATION) PREFORMED 50 SCHED SOLID CORE, SILL COCK, SEALED CONCRETE SCHEDULE TIOL TOM TOLERANCE TOP OF MASONRY W/o WITHOUT RESILIENT FLOORING arp Be BACK FLOW PREVENTER COL COLUMN BOTTOM GRILLE COMB COMBINATION r CAST FRA FRESH Alt ;0151 INSULATE CO.) (ION) MF MOMS FAUCET PROD PROJECT SOT STRUCTURAL CLAY TLE TOP TOP OF ME, TOP OF PER XhOI EXTRA HEAVY CAST IRON SIT BLD& BITUMINOUS COMP COMPRESS (ED) (ION) CIBLE). COMPOSITE BUILDINS CONE"CONCRETE CA CAT EXHAUST AIR. EACH ENTERING AIR TEMPERATURE FRO FRP FIRE RESISTANT COATING FIBERGLASS REINFORCED PANEL IN INV INTERIOR !NVERT MFK MM' MANUFACTURE <R:� MAN MOLE PS FSF FAINT EXPOSED STRUCTURE/DeCK POUNDS PER SQUARE FOOT SD STORM DRAM SPUTTER DAMPER. SMOKE DAMPER TOS TPART TOP OF STEEL. Tor OF STAIR TOILET PARTITION YD YARD DRAIN. YARD , T rv'X ERRAZZO 13LK BLOCK CON! CONDENSATE ED EXPANSION 13OLT FRT FiReRETARDANT IF IRON ME MN MNIMUM M POUNDS PER SQUARE NCIi SEC SCCTION TR TOP REGISTER 0 SLK0 1 BLOCKING CONN CONNECTION CONST CONSTRUCTION ec OF ELECTRICAL CONTRACTOR EACH FACE. EXHAUST FAN FS FIRE AND SMOKE DAMPER AND !PS 1W IRON FIFE SIZE INDIRECT WASTE MR MISC MIRROR MISCELLANEOUS FT FTD POINT, FORGELIAN TLC FAINTED SF 561 SQUARE FEET SMALL GROUP INSTRUCTION TRN TS TRANSOM TOP OF STAIR STRUCTURAL GLAZED TILE �6 :3 81`4 50 DEAN BY OTHERS CONT CONTINOUS, ej EXPANSION JOINT FT FT FEET Mo MASONRY OPENING PTF PRE55ME TREATED PRESERVATIVE SOT STRUCTURAL GLAZED TLC TV TELEVISION 4 Boo BOTTOM OF DUCT CONTR CONTRACT (OR} CLEO IC ELECTRGAL) FTO FOOTING i :!TORS CLOSET MOD MODULE (OR). MODEL PTFR PRESSURE TREATED FIRE RETARDANT SH, SHELF, SHELVING, SMOKE HATCH TW TEMPERED WATER. TOP OF WALL Dor BOTTOM OF FOOTING COORD COORDINATE ELEM ELEMENT FTR rV FIN TUBE RADIATION FLUSH VALVE JAN JANITCRS CLOSET MP MULTICOLOR FAINT MOP PVC POLYVINYL CHLORIDE SHR SHOWER, SHEAR WALL TYP TYPICAL L Dos BOT BOTTOM OF STEEL CORR CORRUGATED, CORRIDOR BOTTOM COWF CLEAN OUT WALL PLATE CLEV Eff rVATION, ELEVATOR ELL EMERGENCY is JO JUNCTION BOX JANITORS CLOSET MR MT RECEPTOR MOUNT PVMT FWr PAVEMENT POWER WALL EXHAUSTER 5HT S"TH& SHEET SHEATHING LIC' UNDERCUT BFL BEARING PLATE CFVG CHLORINATED POLY VINYL CHLORIDE JOT JT JUNCTION JOINT MTD MT45 MOUNTED MOUNTING QIT QUARRY TLE 'FLOORING SIM SIMILAR Le UNDERDRA14 MTL METAL Or QUARTZ T the L"o h Ma ATETRATECH COMPANY (7 roU 6. www.TheThomasGroup.com Ithaca, Far[-11-Hngd Rochester, Syracunsto% &White Plains ale, Albany, Buffalo, Set No. M 0 W lu In 0 F"_ of MA W EA EA G 1 q 10 41 <1\ �Qllk ASEMENT TO SCHOOL DISTRICT VP IV ox O. 5 W% 1206 V) �D -D At (:P '16 \\C:) fn Q) Cn / / 0322 "oe WOW& C-) C� IN WOOD- 11-M 0.86 J I '� ';01 / �"� '��✓ s x p MEDLEY 16"A 1*'9EV0- 9!� A.• 1� A 1$ft 44 A§5,22 elm Ul) 76 0 x1o"? 3DVV:W'/ LANDS N T- RO V1t GE OF 3 TO- �b- Ll ER �! 4n"rKr K SEE A E5 7112�rl AS V, —192 !ram t *o- 20 C_ 7 N, N Nq rj' R, C- D .44 t. CD LANDS NIF SAN,( (3 )U.Ma" PORT C14ESTER SAVINGS ED OWNER} SE(REP19LOCK UT 6 LOT I I C. N 801,200 \X 167.96 -vie N A 40 0 10 20 30 40 o N 801,100 12 13 1 G 17 11 IM U_ M R is thic 0 NNAMkAgilk mas ATUMMMCOWAWg""�UP www.TheThomasGroup.com Thomas Associates Architects + Engineers L— ----- --- - Rye Brook Recreation Department Rye Brook, New York 3 3203=4' - Compost Site Scheme 4r E C E with LAN Survey Overlay OCT - 4 z Drawn b)r Date: Drawing N *11LE AD'vl! K_ Ty ATOR itrn October, 1, 2004 T+ Project No-- S c h In %I �4 r 5932 221.15 X 221.7k 221.95x 220.95x N 220.65 I/ 221.07 x 221.18X 221.2% 221.0 maw X 19740 197.31 X I LANDS NIF THE ARBORS FILED MAP NO. 19322 SEC. I BLOCK 6 LOT 2A-5 TO BE CONVEYED TO THE \% TENNESSEE GAS PIPELINE COMPANY 21270 0.66 ACRES 43 x 194.90 20*ASH 213 192.45 213.09 190.43 21Z79 2.45 13 f TC.192.89 F.F.- N lj 0 193.63 WCHERRY 213= 213.49 l X 30"OAX q 212. A, 3"APLE x MP 19t.93 S UP X I92 33 .71 W& 91.9t 1 191 Z41 95 )? 3row 213.7t 1-r 19W 0 I *.07 STU 19&79 F.F.- 101 71%1 k F.F.- 2t&00 K 2 9 -7 y 79;i 191. .% I > SC-214jI,6 GNS 1, N 79 %, M .23 TC-214&16 211.79 /,-�K NE; 24"P p NE 19 214.21 STU A I DO CRF,*20&75 ISM" 21033 M(x` 1.20 31rPINE r a 2)1Z -A 2OZ43 SC-21&55 TC-21&35 7 201LIs 0. 2t&32 X ZW23 47 .20;Al Joe IPF f TC-217. CONVEYEDD TO :20Z$3 19292 vr VIL OF RYE OK 16.-AC V IM37 21&43 1 05. $*MAPLE 208.78 2 111213 GAS X MAW x 206.70 8C.21&03 : - 1 A7 x 11 /* 36'OAK /* ILis 201 T 207.57 aY * 36-OAK Z09,77 7.10 DS fF 07 z SC-219.09 H TRI 419223 / �/ 21COAK U 0 E 2A-2 /* /* AK 20 W AK =7t 41 m 204. x 204.45 , W4.51)TO E CONVEYED TO THE 107 VIL GE OF RYE BROOK (06*0 34.4 39" 192.0 1.95 ACRES IV-65 ISZ4*, 4v �k X 189.50 X"Im M27 L VII-WOAK IBM& 3WOM WQAK > Vft4l X190.5% 203.50 47 014 02 3rOAK r `a7t 19&90 /* .74 X 19&06 1) 11 xd\ it� 2 oe 30rMAPLE 193.39 -MAP x45 19130 55 X ;v 02.05 09 x 192-49 x 19&45 /X 1 03 191 10, 05 /* x 191.48 19197 193.67 LEGEND LANDSCAPED AREA SI' -20 SOIL BORING PO POST O MAIL BOX SIGN OTw TELEPHONE MANHOLE IRON PIPE FOUND 0 7p TELEPHONE, PEDESTAL STONE MONUMENT FOUND 07RAws TRANSFORMER CAPPED IRON ROD FOUND Om TRAFFIC SIGNAL POLE- 4 `IF IRON ROD FOUND, 07w TRAFFIC SIGNAL BOX 0- CAPPED IRON ROD SET oem ELECTRIC MANHOLE OCR CATCH BASIN � UTILITY POLE 00w DRAIN MANHOLE *tP, LIGHT POLE SANITARY MANHOLE -*"YD' HYDRANT ­�(;o CLEANOUT 0 wV WATER VALVE OGV GAS VALVE OWMH WATER MANHOLE 0"w oHw OVERHEAD WIRES FO FO UNDERGROUND FIBER OPTIC T T UNDERGROUND TELEPHONE 0 UNDERGROUND GAS W UNDERGROUND WATER E E UNDERGROUND ELECTRIC OVERHEAD ROOF \Rl- I;P.• X 191.43 190.89 C=191.40 twL90X ISM93 WCHEMY , 4�cv­y 191824 (3)WOAK A PLEti 11 k C Ir /119003 3W 194.79 9&90 3WO I C/�, .41 195A7 4"M OAK X X 195.25 A 194.841 5514 lit 32 OAX 73 X4 X I 1! 63 41 f IOC31 19233 xi9Z49 x 1OZ27 -191.82 19322 ­7 CIS - # W"A . *X 194.23' . . i A N8 1COAK 2rOA.f > '.. 19&84 39 ,`,, %A TC-194.19&83 33 x191.44• 1 %�kix 1 IrOAK 1.39 oo, w IM23� 31V0AK 34OAK X 8 31194.96 x 194.25 .72 195.22 X xl"47 53 OAK 9z57 W*OAK 6 !.41 f76 2eOAK XI90.56 i.._yo X 10,22 1 .65 X .95 192-14 X 1.00 (;93.5z, GRAVEL 2 �__-_,PILES WOAK." �7xl• X 19t 78 30rOAK X 19&08 X 19&48 100.19 X 30r0AK X *190.53 x i 1 c 24 .95 X 2.94 X193.90 ol 190.25 X LANDS NIp F X 191.134 i 191 VIL GE OF RYE B 1114.50 3696.36 X X Li ER 7947 PAGE I i 19t.n X1 93 191.50 191. T 10 X SEC I BLOCK 'If P, X Iftoo Nq 19mis A A. t 9 ACRES xl9Z32 X. 2:94 x193 121.47 x1m.17 VIS&45 s7uw 18&00 X TILE ATjW SPOT 187.C" 1COAK f 57.25 (2)IrOAX (2)30"MAPLE 5fi -7.63 (2)3CrMAPLE uv� A- (3)22-MAPLE �vS39 (3)2rMAPLE OW, X 195.34,, • X X M.94 ell p Ar LANE (2)IrOAK t2'OAK <�� MEDLEY X XIW24 x1ft I"m 3 rM APLV7_62 (5)14-OAK 3 197.66 54 SC-195 5 22'OAK 34'MAPLE 197.83 1*7 84 197.50 oo" A 14'OAK 197.01 (2)18•MAPIE I9" 12-CHgRRY Be 70 TC 96.90 S 14 WOW Z2 20M84 4,qii&27 I., pass 190. X 2=51 amp X DRILL HOLE IN All X147, MARBLE MON. 19IL43 ---- ELEV.=200.36' WOAK 197.1 X1 t 19me. x 19&44 69 194 9z X LANDS NIF PORT CHESTER SAVINGS BANK (REPUTED OWNER) SEC. I BLOCK 6 LOT 11 BAR SCALE 30 0 is 30 60 1 inch = 30 ft. MAP NOTES: 1) NORTH ORIENTATION IS PER MAP REFERENCE #1. 2) VERTICAL DATUM IS BASED ON MAP REFERENCE #3. 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY EASEMENTS, RESTRICTIONS, COVENANTS OR ANY STATEMENT OF FACTS THAT SUCH DOCUMENTS MAY DISCLOSE. 4) UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM DATA OBTAINED BY FIELD SURVEY, PREVIOUS MAPS AND RECORDS, AND FROM PAROLE TESTIMONY MADE BY SCHOOL DISTRICT AND UTILITY COMPANY PERSONNEL THERE MAY BE OTHER UNDERGROUND UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN TO THE UNDERSIGNED. SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO ANY CONSTRUCTION. 5) THERE WAS +/-10* OF SNOW COVER AT THE TIME OF THIS SURVEY, THEREFORE, THERE MAY BE FEATURES THAT WERE INADVERTENTLY OMITTED. MAP REFERENCES: 1) SURVEY OF PROPERTY OF HARKNESS PARK, SITUATE IN VILLAGE OF RYEBROOK, WESTCHESTER CO., N.Y., BY ROLAND K. LINK, L.S. AND DATED 11/27/1992. 2) BYRAM RIDGE SUBDIVISION OF THE BYRAM REALTY CO., KING ST. & LOCH LANE, MAP #1687 AND FILED ON 12/20/1906. 3) TOPOGRAPHIC BASE MAPPING (FROM AERIAL SURVEY) OF AREA PROVIDED IN DIGITAL FORMAT BY THOMAS ASSOCIATES ARCHITECTS + ENGINEERS. 4) LAND SUBDIVISION, UNION FREE SCHOOL DIST. NO. 5, PART OF LOT 2A-2, BLOCK 6, SECTION 1, VILLAGE OF RYE BROOK, WESTCHESTER CO., N.Y., BY LAN ASSOCIATES AND DATED 2/16/2004. TOPOGRAPHIC SURVEY KING STREET PARK TOWN OF RYE, WESTCHESTER COUNTY, STATE OF NEW YORK PREPARED FOR THOMAS ASSOCIATES ARCHITECTS + ENGINEERS Surwy Prepored By. BOLTON LAND SURVEYING, P. C. Box 184 - Richland, NY 3144 TEL(315)298-5210 FAX:298-6787 C O 'TN, 4we;3 O? -d f2a!la,Ly R 1, -�I_ �3i�; � S,;r -y Aff'�61,,kt' - ta'=` k; ft"In-L to 611ta - n 187.89* Dwr& NAME = RYEBRKPRK-DWG - - - ------------ - - # # 14'0AK g'll 194. # Tc-194. # g�n127RAK 196.42� IV' 1YOuV( E ' ' r21i x19642 MEDLEY x19824 # 197.44 v x # x19&39, 196.21 } 71yr x` i f1 63 # v ,„ .34 i Aaal 349MPLE 1$T iDAK r, # i t 14-*W 197.01 # i7 i3' 70+. lLmf TkMY } � 96.90 +, 14-MAPLE 3 MAPLE I # 99&7 } itl C, j 19&72 WOW S } 94 Luc ! } `x. XI" 12 t>a si C 99 . a 3fy PINE 200 Tc* 7.94 j 200 199. 196. a I 51 DRILL MOLE IN IL MARBLE MON.� 199 � i I 9613 1 j ELEV.-200.36 I TC.i9&4 199.63 x199.10 i It 4 I ! I t # # # # } # I' # 1 t i } i # # # # I # # # 1 } t t 1 # { # # # i # # # # # # # # # # # # # t # } # # # # i # } # # # 1 # # # # # # t # # # t # # # # # 1 # 1 # # i 1 # # # } } # i 1 # # # # # } # # # i # } # # # # i d BOUNDARY & TOPOGRAPHIC SURVEY ' # t INN STREET PARK # # TOWN OF RYE, WESTCHESTER COUNTY, STATE OF NEW YORK PREPARED FOR THOMAS ASSOCIATES ARCHITECTS + ENGINEERS a I t .® Z t i Survey Prepored By. 1-6-2A-2�1�It t N0. — t15.04 D SURVEYING, P.C. N — 1"-30 feet Box i$4 — Richland, NY 13144 0 { 1 Of 1 t 315)298-5210 FAX:298-6787 a Date — 5/5fQ5 ote — 5/6/05 „te, a c -t ;Z > — GM �' r t D 4F 1 J •aa:)ate +...c= OW -- By — RTB -,ir., .,ntv _ >v, , n. x.. ,. ., a ,. �c, ov;Q a tm I mc.hc� FV -� 4 T 4it L. V..LF �+ r . p ,gF �. s Y 1 r tv I V t i VVG. 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'_� ............. ... .... ..... . . ... ....... ..... . 194 11 CV116 -7 ovin SLT -1 r3--**N DRO'P INLET PROTECTOR r3 FENCE L Ali� I I I k'01 Ll j C TYP) Ll CTYP) _5 \k i �Tc jv,:*C h, , t y BC- TC-I� X/ N A /'2-"\ T PORARY TREE", ROTECTION A , 0 P 0 SE D - - fo 9 i Soil Erosion and Sediment Control Plan N I I T A P Y / C, 7e n_7' P M 0 1`40-CY, Soil Erosion and'Sediment Control Notes 11. ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL I. ALL SOL EROSION AND SEDIMENT CONTROL PRACTICE$ WILL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS SPECIFIED IN j2. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A THE NEW YORK GUIDELINES FOR URBAN, EROSION AND SEDIMENT SEDIMENT TRAP IN ACCORDANCE WITH SECTION 5A OF THE NY CONTROL, AND WILL BE INSTALLED IN PROPER SEQUENCE AND 5TANDARDS. MAINTAINED UNTIL PERMANENT PROTECTION ro E5TABLGHED. 13. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 2. ANY DISTURBED AREA THAT WILL BE LEFT EXP05ED FOR MORE THAN THIRTY DAYS AND NOT SUBJECT TO CONSTRUCTION NOT THIS DRAWING TO BE USED FOR SOL EROSION CONTROL TRAFFIC SMALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF INFORMATION ONLY. FOR LAYOUT OR GRADING INFORMATION, THE SEASON PROHIBITS TEMP. SEEDING, THE D15TURBED AREA REFER TO PERTINENT 51TE DRAWING$. WILL BE MULCHED WITH SALT tfAY OR EQUIVALENT AND BOUND IN ACCORDANCE WITH THE: NY 5TANDARD5. 50L ERQ-WN AND SEDIMENT CONTROL SEQUENCE: 3. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE: OR ROUGH I INSTALL STABILIZED CONSTRUCTION ENTRANCE PAD. GRADING, ALL CRITICAL AREAS SUBJECT TO ER05ION WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW 2. INSTALL TEMPORARY TREE PROTECTION AT EX15TINS TREES WITHIN MULCH OR A SUITABLE EQUIVALENT ACCORDING TO THE NY CONSTRUCTION AREA. 5TANDARD5. 3. PRIOR TO COMMENCEMENT OF GRADING OPERATIONS, INSTALL 4. STABILIZATION SPECIFICATION SILT FENCE, SEDIMENT TRAPS AND SEDIMENT BASIN5. A. 50L AMENDMENTS: 4. INSTALL TEMPORARY STORM SEWER INLET PROTECTION AT ALL EXISTING DRAINAGE INLETS THAT WILL BE RECEIVING STORM LIME - PROVIDE GROUND LIMESTONE TO PH OF G.O. DRAINAGE: FROM CON5TRUCTION ACTIVITIES. FERTILIZE - 14 LB5/1,000 5-F.. 5-10-10 OR EQUIVALENT 5. PREPARE CONTRACTOR ACCESS DRIVES. PARKING AND STAGING WORKED INTO 50L A MINIMUM OF 4". AREAS WITH TYPE 2 FILL OR OTHER SURFACING THAT WILL PREVENT ER05ION OF THESE AREAS. B. TEMPORARY SEEDING AND MULCHING: G. STRIP TOP501L AND STOCKPILE IN LOCATION SHOWN. SURROUND = - ANNUAL RYEGRASS 30 LB5/ACRE; PLANT BETWEEN ALL STOCKPILES WITH SILT FENCE OR HAY BALE BARRIER. MARCH I AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1. USE WINTER RYE IF SEEDING IN OCT./NOV. 7. THROUGHOUT GRADING OPERATIONS, PROVIDE TEMPORARY AND PERMANENT SEEDING PER SOL ER05ION AND SEDIMENT CONTROL MULC - SALT MAY OR SMALL GRAIN STRAW AT A RATE OF NOTES NO5. 2. 3, + 4� qO LBS/1,000 S.F., TO BE AFFLIE:D ACCORDING TO THE: MY STANDARDS. MULCH SHALL BE SECURED BY WOOD FIBER 8. AFTER sLoFeS ARE CUT OR FILLED, PROVIDE ER05ION CONTROL MULCH (HYDROMULCH) AT 11 -17 LBS./1,000 5.F. WOOD FIBER MATTING AT ALL SLOPE$ THAT ARE THREE HORIZONTAL TO ONE MULCH MUST BE APPLIED THROUGH A HYDROSEEDER VERTICAL AND STEEPER. Q IMMEDIATELY AFTER MULCHING, q. BEFORE COMMENCEMENT OF EXCAVATING FOR FOOTINGS, C. PERMANENT SEEDING AND MULCHING. INSPECT SITE WITH OWNER/ARCHITECT FOR COMPLIANCE WITH SOL EROSION AND SEDIMENT CONTROL REQUIREMENT$. 5CED - REFER TO PROJECT MANUAL SPECIFICATIONS FOR SEED TYPE, RATE OF SEEDING AND 5CA50N OF SEEDING. RATE AND 10. DURING EXCAVATION FOR FOOTINGS, TRENCHES. ETC., WHEN SEED TYPE ARE: TO MEET THE MINIMUM REQUIREMENTS OF THE NY DEWATERING t5 REQUIRED, PROVIDE MEANS TO REMOVE SEDIMENT STANDARDS. MULCK - REFER TO PROJECT MANUAL IN ACCORDANCE WITH SOL ER05ION AND SEDIMENT CONTROL SPECIFICATIONS FOR MULCH TYPE, RATE OF APPLICATION, ETC. NOTE #12 THIS DRAWING. RATE AND MULCH TYPE ARE TO MEET THE: MINIMUM REQUIREMENTS OF THE, NY STANDARDS. 11. AS STORM STRUCTURES ARE BEING INSTALLED, PROVIDE TEMPORARY STORM SEWER INLET PROTECTION PER DETAIL, AT ALL bj 5. TEMPORARY BERMS ARE TO BE INSTALLED ON ALL CLEARED GRATED STORM SEWER INLETS PRIOR TO CONNECTING BASINS TO ROADWAYS AND EASEMENT AREAS IN ACCORDANCE WITH SECTION NEW STORM FIFIN6. 5A OF THE NY STANDARD5. 12. MAINTAIN EROSION CONTROL DEVICES IN FULLY FUNCTIONAL ra. THE 51TE SMALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH CONDITION THROUGHOUT CONTRACT PERIOD. PROVIDE THAT ALL STORMWATER RUN-OFF IS DIVERTED TO SOL EROSION ADDITIONAL ER05ION CONTROL MEASURES A$ REQUIRED TO MEET - AND SEDIMENT CONTROL FACLITIE5. NEW YORK STANDARDS OR AS REQUIRED BY 50L CONSERVATION DISTRICT. 7. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BA515. 13. UPON OWNER APPROVAL, REMOVE TEMPORARY 50L + EROSION CONTROL MEASURES AFTER PERMANENT MEASURES ARE IN PLACE 8. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50� OF A AND FUNCTIONING EFFECTIVELY. b- FLOODPLAIN, SLOPE, ROADWAY, OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHOULD BE PROTECTED BY A 5LT DAM OR STRAW BALE DIKE IN ACCORDANCE WITH NY STANDARDS. cl. A CRUSHED STONE, VEHICLE WHEEL -CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY. SAID BLANKET WILL BE COMP05ED OF 2` CRU5HeD STONE, Go THICK, WILL BE AT LEAST 30'XIOa AND SHOULD BE UNDERLAIN WITH A SUITABLE �A SYNTHETIC SEDIMENT FLTER FABRIC AND MAINTAINED. CSEE DETAL THIS DRAWING.) 0110. ALL CATCH BASIN INLETS WILL BE PROTECTED WITH A CRUSHED STONE OR FABRIC FILTER CFILTER DETAILS APPEAR ON THE PLAN). C98M MICORREC FENCING FOR TREE PROTECTION FENCING FOR TREE PROTECTION INSTALL FENCING AT EDGE OF TREE CANOPY DRIP LINE. Temporary Tree Protection 0 N.T.S. N C14 DRAWSTRING RUNNING OEOTEXTILE SILT FENCE FABRIC SECURED THROUGH FABRIC ALONG TO POST WITH METAL FASTENERS AND TOP OF FENCE RENFORCEMENT BETWEEN FASTENER AND FABRIC DIG Gin DEEP TRENCH, BURY BOTTOM FLAP, TAMP IN PLACE he 9`X2N HARDWOOD FENCE P05T ad oqhs MAX ONCENTERS 0 a HC0MPAWg)rr0UP 0 Slit Fence Detail N www.TheThomasGroup.com -4 2.66 0 C14 N.T.S. C14 A 'ENT 71 VA L 5U-O'Mh. L WIDTH - THIRTY (30) FEET MINIMUM BUT NOT 2"x4" WOOD FRAMEi STAKE LAI 1& 4. EXISTING LESS THAN THE FULL WIDTH AT POINTS WHERE PAVEMENT GRA � 4" INGRESS OR EORESS OCCURS. DE Thormas Assodates D s 1� Z9 FILTER FABRIC N i 1 5. FILTER CLOTH - WILL BE PLACED OVER ENTIRE P, -MOUNTABLE SIMILAR TO Architects + Engineers 195.1�, AREA PRIOR TO PLACEMENT OFSTONE. 00'.f Ar-, MIN._j BERM MIRAF1 I OOX 4, ALL SURFACE WATER FLOW - FILTER CLOTtl G. SURFACE WATER INIS OR DIVERTED TOWARD CONSTRUCTION PRQFILE la ENTRANCE$ SHALL BE PIPED ACROSS ENTRANCE. I", �,,_ - 11% Village of Rye Brook V31 IF PIPING 15 IMPRACTICAL, A MOUNTABLE BERM WITH A 5:1 SLOPE SHALL BE PERMITTED. ....... EXIST Recreation Department N ING GRADE CE - THE ENTRANCE: SHALL BE 7. MAINTENAN Rye Brook, New York vu v MAINTAINED IN CONDITION WHICH WILL PREVENT %A DROP INLET TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R16hTS-OF -WAY. THIS MAY REQUIRE NOTE5j .7 Athletic Field Construction at the PERIODIC TOP DRESSING WITtt ADDITIONAL F JOINTS, 1) CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. I STONE AS CONDITIONS DEMAND AND REPAIR E. AND/OR CLEANOUT OF ANY MEASURES USED ARE NEEDED, THEY WILL BE OVERLAPPED TO THE NEXT STAK King Street Propert TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, 2) STAKE MATERIALS WILL BE STANDARD 20x4" WOOD OR EQUIVALENT. DROPPED, WASHED OR TRACKED ONTO PUBLIC METAL WITH A MINIMUM LENGTH OF 3 FEET. RIM= ? 187.32 5a-cr MR RI6ffT5­OF-WAY MU5T BE REMOVED IMMEDIATELY. R M= 8'PV 3 SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MIN. 4" Ilk PLAN VIEW Soil Erosion and Sediment 8. WASHING - WHEELS SHALL BE CLEANED TO OF 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED k0W__'*TC=185�54 E RUOT-10N W SUPPORT. rMal -9 WITtl THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR 177.6 NI REMOVE SEDIMENT PRIOR TO EXIT ONTO Control Plan and Details C= 1. 5TONE SIZE - USE 2 1/2" STONE OR RECLAIMED PUBLIC RIGHTS�-OF-WAY. WHEN WASHING 6 4.) FABRIC SMALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND 13c= OR RECYCLED CONCRETE EQUVALENT. REQUIRED, IT SHALL BE DONE ON AN AREA BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKE5 FRAME. TC- I 8!� sc= _5 STABILIZED WIT"STONE AND WHICH DRAINS 2. LENGTH AS REQUIRED BUT NOT LESS THAN INTO AN APPROVED 5ED11ENT TRAPPING DEVICE. 53 A 2*x4* WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF 50' FEET. Drawn by: Datc Drawing Nw THE FABRIC FOR OVERFLOW STABILITY. A_ NE AFTER EVERY STORM Z PERIODIC INSPECTION AND NEEDED MAINTENANCE G) FILTERS MUST BE INSPECTED FOR CLO66ED STO May 2S, 2005 z % ion 110, NOT LESS THAN 51X (G) INCHEa SHALL 13E PROVIDED AFTER EACH RAIN. EVENT AND REPLACED AS NECESSARY TO PREVENT FLOODING. RIM- 3. THICKNESS '0 T+ Prolm No-- -�'INV= N Stabilized Construction Entrance Detail Drop Inlet Protector A L 1 519132 0 C14 0 N.T.S. C Not To Scole 7 I I am " aim 311I :-3= M1 � M � 174 = ia� In= Cif "= VA M I 1 2 1 3 1 4 1 5 1 ro , I . 7 1 8 I q 1, I , , , 10 I I If I 1 12 1 � 13 1 14 1 ID I I I 1 I / 11 \ I I I I I I , \ I � I / 1, 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 TO BE CONVE)IED TO THE \ I \ I I I . , - I I -_______ I I TFNNESSEE GAS PIPELINE COMPANY \% "I � I I I _Y­ I I I 't / t, � , At �. . � . , 11 1%/ 1. I � . � , ,- I, `­ * *1, 11___.,v- �' , , \ I \ . 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REFER TO DRAWING LIDO FOR ADDITIONAL GENERAL NOTES. , I I Eil 7- IT FRI I �T the A � ',. I � . M.T.Mm I I 0 = , LMA - ipma A - I - � I I i Village of Rye Brook . 11 I : :I I Recreation Department I H i � RIye Brook, New York 1� � 1 i I :1 Athletic Field Construction at the ii i � � •i� I k I e,r Street Propertm I I Site Demolition Plan Site Demolition Plan 1 1130`_O" 1 1 1 1 1 I I 30 0 10 20 30 1 Drawn b)r. Date: I I I t z im May 1, 200S I I I I T+ Project No- , I I I I I . 5 I I Drawing Niu L2 I I I 2 SYNTHETIC SURFACE FLLED WITH RUBBER/SAND MIX 1 2" CRUSHED TOP STONE 4' CRUSHED BASE STONE: I it COMPOSITE DRAIN ,a T-O' MAX. TO 10' . G' HDFE COLLECTOR ' DRAN � d ��l 4 011, I " il�101 11 n� jj� 2101 111wiffilbiIIIIA 111';f, Wi I I= i " , ii-I i'z - _w _!!! '. � . 1. 1� _ ,z , .� I �� ��f Z&_ 1� . � � . - . *'k allz�o ,,�?4�,. -, - - C­ :) . �, I <Z 4 � , _11�� I ., , . It I-- D - .1 I , � I * I 11 - 81 -, 4- � 1�� , -� " ,4 lerr-D <_-, rl_3�4 . 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(TYF> . - - I 11 / Synthetic Surkce Edge @ Asphalt Paving a 3 - i &_ � NITS � SOFTBALL BACKSTOF -SEE /AND SIDLINE FENCING DETAILS K_12N'111_5� FINISH GRADE AT I �� ,L400 SYNTHETIC SURFACE I I TO BE FLUSH WITM ASPHALT TOPGOUIRSE OVER \ NEW ASPHALT FINW I TOP OF FENCE FOST FOOTINGS. \ I GRADE AT ALL CTYPIGAL ALL LOCATIONS> LOCATIONSk (TYP> I ASPHALT PAVING. D v .J. v 4 � 12 -+ . SEE DRAWING L100 ", Tyr I Im"M WWWIVA W _____ I I I I I- � __ 7z­ 1­111-­1.1�111=­.- ­ .__ -­­­ -.�= 111�.� �. _. ­ ��. - . .. - �-�..�4u�_..��=,,­�.�_�- ��_E � 1W, - . - 1 ,--4��­�-- I- I ;: * - :;: ; ; I V I .1 . � ;., _ ­, - ­11 -.4P." C;> ".� - 4'. . . . . . " .... , . z1o.. .rIez-.19L. --i't _1_rj._U , '4 " � I , .�. . ­7� - . -le � ,.;c I . . i , � , � � , "i". 4 *.. .4'. &% � XI - . I I It * .t � , I 'It i . ��.�-..' *" ** . r .-..i 4 `;-1. . - . , * 1, I.. 1 , I ­ $ 11, * � . 4.-4 Ar .) 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INFORMATION INDICATED I ON SITE PLAN OBTAINED FROM SURVEY TITLED "TOPOGRAPHIC � 51JRVEY OF KING STREET PARK" BY BOLTON LAND SURVEYING-, P.C., LAND SURVEYOR, DATED 1/27/05. SURVEY DRAWING 15 PROVIDED FOR INFORMATION ONLY. IT 15 THE BASE INFORMATION USED TO PREPARE THE WORK INDICATED ON %" 5ERIE5 DRAWINGS. THE DATA INDICATED REGARDING EXISTING SURFACE CONDITIONS 15 NOT INTENDED AS REPRESENTATIONS OR WARRANTIE5 OF THEIR ACCURACY BY INCLUSION OF TH15 SURVEY IN THE SET OF DOCUMENTS. THE THOMAS GROUP DOES NOT A55UME RESPONSIBILITY FOR ACCURACY OF THE SURVEY NOR FOR INTERPRETATION5 OR , CONCLU54ONS DRAWN THEREFROM BY THE CONTRACTOR. IT 15 ALSO EXPRESSLY UNDERSTOOD THAT THE OWNER WILL NOT BE RESPON51BLE FOR INTERPRETATIONS OR CONCLUSON5 DRAWING THEREFROM BY THE CONTRAGTOR.. ERROR OF TOPOGRAPHIC INFORMATION WAS, REQUIRED NOT TO EXCEED ONE HALF OF THE CONTOUR INTERVAL. 3. VERIFY ALL EX15TIN6 CONDITIONS AND DIMENSIONS, IN FIELD PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. 1 4. No ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUND UTILITIES ON THIS DRAWING. CONTACT ur.P.O. AND LOCAL UTILITY COMPANIES TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO TRENCHING OR EXCAVATION OPERATIONS. 5. CONTRACT LIMIT LINE CCLL) SHALL BE TEN FEET OUT51DE OF LIMITS OF WORK SHOWN ON THESE DRAWINGS UNLESS NOTED OTHERWISE. G. CONTRACTOR SHALL PROVIDE CON5TRUCTION/PROTECTIVE FENCING OR OTHER MEAN$ NECE55ARY TO PROTECT WORK AND TO ENSURE SAFETY OF PEDESTRIAN AND VEHICULAR TRAFFIC DURING CONSTRUCTION. 1 7. SEE ELECTRICAL AND PLUMBING 51TE PLANS CE_+ P-) FOR TRENCHING AND OTHER EXCAVATIONS BY THESE CONTRACTS THAT REQUIRE SITE WORK BACKFILL. 8. INSTALL SOIL AND EROSION CONTROL FACILITIES PRIOR TO START OF EARTHWORK OPERATIONS PER LOCAL GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS L=M�� I 11r:P. . PROVIDE I tAM DENCK \____1\___1 . 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BEGINNING=1 q2.32 ---,) / / / '/'/ / / \ / I �� -- I � �_ I q3. ,_ - "I ,, 11 / . . /� �/, // / / _W� ,�,�- ��- I /* / � / / - a '.." / OW /. / / / / / I � _­­ ­11 1­1 i I .W-- . . _-) /,-�---� / // \ // / ( �B ( i � 10 . 11, �`111111 1�1 , _W . \\� r- ............. \ / � , " / a . ___�) / / � I � � I A - P.W_ - j __ __..Ck_,_ _ __ // / / � 1i , 4 -,- ­ _* SANTA MMMOLE 88"/ / / � I / c_-_:___ -.---- �/ - - I .:!!�­:_ � __ ,", I e I / � � I �� 1� 11 .__�_ - . RIM=lq3. 2 C13ft-OW/61"015) I I ) / . �___��._, 11 � W-4- . INV IN=18G.GG � � / / . I - _� _­___7 ­ --- --- ", I . ( S , , �:� INV OUT=18G.GG / �_ - - � I IPF I � . I- _____1______ � ­_­111._1__1_- - -11 ... . s I I � 11� 957LF G"SAN ) I � , � "I _�_/ . ,',�\,__,/\-_--\___"\, r SEE DRAWING L201 -188- -11 � * ---,, ­­ .- . Iz' // 0 1.5% SLOPE ,,�� _�\\�� �� I -_ FOR STORMWATER .0 i - _�, '\ I'll., / - __� I \ r3_*� 1ANTARY MA - COLLECTION DESIGN 0 . \ \ W RIM=18G.75 CBELO GRADE> �� ) . � AND PIPING INFORMATION I * r- THROUGH PROF05ED J# .0 �Gj I I e ( INV N=182.80 EASEMENT, 0 G (0 - \ I / j - INV OUT=182-80 � � - /,/" ) soft 20% Am& "M I&* demo n 7OLF G'SAN U-- AM � omftw 40 I I t ) / ) too ir " top 10 70W �=Mmft G '1� & �- ft /% 0 1.07. SLOPE ) ( �. . � I , N . I %,o "b 0 '//)w c / / "/�' ' Site Gradin& Drainage�, and Utifi Plan '040M avok ftft,,,ftftftft ........��Iv It I ,!� 0 / /'�� UAlibil(MV 88*S itY - 'am I& Na"ART / 4mft 4%b I / /�' I/ . 1 I'=30'-0` %.%,a I I %008-19 KM --- -W RIM= I �Gj50 (E�IELOW -5RADE.) ) 18 10 am* A&M G&SW ...0 / I / / INV N-- . C _,� 30 0 10 20 30 . & / t%O%JPP 40 / / / I / INV OUT=[ 82. 0 . i t t %onOW I *_ I / /// �111 * �_ 6i_n� G I / / N / / / 3OLF GOSAX �� ) I / / ,� I - � k /_ ___ / ,3 . 0 I.0xSLOPE �_ ___\ NOTE: IF I'-G!' SEPARATION CANNOT BE MAINTAINEDThEN PROVIDE ONE OF Pool A 1�1 1-9 /'_3%\ SANITARY *M4OLE - SW THE FOLLOWINGn " �_ )---" 1. CONSTRUCT SANITARY LINE OF MATERIALS + JOINTS, THAT ARE J# ,/ % �_ W RIM=18G.50 �BELOW GRAVE3 EQUIVALENT TO THE WATER PIPING AND PRESSURE TEST PRIOR TO CO / I L INV IN=l 81.�O 1 % '11� I BACK FILLING. ^V74. / x INV OUT=I 1.80 2. WRAP EITHER PIPE IN 8 MIL. POLYETHYLENE AND ENCASE N Z�fj -1 \ \ � - GOLF Go 5AI41 �� CONCRETE IN ACCORDANCE WITH ANSI /AWWA C105 A21.5 \ I& I I 0 2.Ox SLOP EXISTINC7 STORM LINE %_ I , T_ - 9e- 3 SAWARY ANHOLE - �_ CONSTRUCT OF ___� % t \ \\ -1 I ___�M MATERIALS AND JOINT$ \ t- � - 91- RIM=l 8G.50-fl�ELOW GRADE.) THAT ARE EQUIVALENT TO CONCRETE ENCASEMENT OF LINE I eAllf V -, - -1 , INV IN=I 80.GO �,­, \ -_�/-___-,\/----,\/,,,� WATER MAIN STANDARDS OF IF I'G" SEPARATION CANNOT BE \ \ � 11 % 1INV OUT=18O.G0 -_�/' MAINTAINED. \ \ % I e'll- \ I CONSTRUCTION IF I'-(W . . � SEPARATION CANNOT BE \ "'�\ -(V- \ ­* -188- � - __� MAINTAINED. PRE55LJRE TEST I /----,/--, \ ('\. -* \ G Re \ I � ____� PRIOR TO BACKFILLING. 1�1 \ % \��_.,/_\,__ _/ - I I rawi ng otes 1. ALL WORK TH15 DRAWING TO BE PART OF THE SITE WORK I CONSTRUCTION CONTRACT UNLESS OTHERWISE NOTED. 4 2. REFER TO DRAWING U00 FOR ADDITIONAL GENERAL NOTES. 3. FOR INFORMATION REGARDING, SUBSURFACE CONDITIONS AT TEST BORING LOCATIONS, SEE PROJECT MANUAL SECTION - 4. TOPSOIL SHALL BE STRIPPED FROM "CUT AREA50 TO FULL DEPTH AND STOCKPILED AT LOCATIONS AGREED UPON AT THE PRECONSTRUCTION MEETING, MECHANICALLY SCREENED, THEN RED15TRIBUTED DURING FINAL GRADINO OPERATIONS. NO TOP501L SHALL BE REMOVED FROM SITE. to 5. ALL TOPSOIL, IMPORTED AND FROM ON SITE, SHALL BE MECHANICALLY SCREENED BEFORE USE. REFER TO PROJECT MANUAL SECTION 02300 - EARTHWORK FOR ADDITIONAL INFORMATION. - G. SPREAD ALL TOPSOIL FROM STRIPPING OPERATION TO A MINIMUM DEPTH OF (W OVER ALL AREAS OF 51TE WHERE EARTH HAS BEEN EXP05ED BY EXCAVATING, CUTTING, FILLING OR 6RADIN& EXCEPT WHERE ASPHALT OR CONCRETE PAVING 15 REQUIRED. CONTRACTOR SHALL IMPORT ADDITIONAL TOPSOIL AS REQUIRED TO MAINTAIN MINIMUM Go DEPTH. 0 7. AFTER FINE GRADING 15 COMPLETED, INFORM THE OWNER AND A/E 50 THAT AN INSPECTION OF THE FINE GRADING CAN TAKE PLACE BEFORE 5EEDINC7 15 BEGUN. 8. EXCESS FILL MATERIAL TO BE REMOVED FROM THE STE AND - LEGALLY DISPOSED OF CA5 PER PROJECT MANUAL). q. ALL AREAS NOT SPECIFICALLY INDICATED TO RECEIVE IMPROVED SURFACING WITHIN THE CONTRACT LIMIT LINE CI.E. BUILDING, ASPHALT, AND CONCRETE PAVING, CURBING. ETC.) SHALL BE FINE GRADED, SEEDED, FERTILIZED AND MULCHED AS PER THE PROJECT MANUAL. VARIATIONS IN FINE GRADINC7 a SHALL NOT EXCEED TOLERANCES INDICATED IN SECTION 02300 - EARTHWORK. 10. THE CONTRACTOR SHALL FIELD VERIFY EXISTING TOP06RAPHY PRIOR TO COMMENCEMENT OF EARTHWORK OPERATION. ANY ELEVATIONAL DISCREPANCIES WHICH WILL AFFECT THE WORK REQUIRED AS PART OF THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT. COMMENCEMENT OF WORK WITHOUT THIS WRITTEN NOTIFICATION SHALL CONSTITUTE CONTRACTOR ACCEPTANCE OF THE EXISTING TOPOGRAPHY INDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENTS TO THE ujl CONTRACT WILL BE MADE FOR THE DISCREPANCIES BROUGHT TO THE OWNER'5, ATTENTION AFTER WORK HAS, BEGUN. En R X: 1���=��,_ __ I ___ I ­_ ,--O---_� ­ I I I - 0 4 I - 9 AA & A,k I toll I &A�01L'oj CONCRETE _j Tholmlas Associates ENCASEMENTOF SEWER LINE Ar-^k;+,.M.,+c _jL 1=r%eT;r%,M,n,1-c NEW SEWER LINE __ , � . % ) \ . . __ , i --zz::�� "'� NEW WATER MAIN . . 7, 1 . �1 ., , . I . , ­ . , 4 :1 41,2. � I ( �,�, � % � GV . ENTIRE LENGTH OF PIPE 4 _ ' . I . " . ,� I - . � � , �, , I \ :.) \ __ " ". :!6A,_ `-__�\,_� ENCASED IN CONCRETE '111, . I , -) \ 'Op""', \ I - - ,,� � :::::::-= �__���_ 3:� I. .. . __� . .1 �� � . :11 , , . 7- .. .4 . - . " . - , 4 e ", 4i : ,,. 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" , \ / I I I . ...... ... - �11 - ,� � /.;�/ \� / I 0 _1 I - / / 1// // , / 'I, f AC rur ­­-.11 �/ /,/ /// dc"h I I .1W __`,� ­_ __ I 1'/ // / /,,' � \ I /I/ � � W ' L , - ­_ - ­. I " I ,-_� ­_­__ ­___ - ./ / / I � � --l", "" I / \/ � � � ! I I -_ I ­__ _1 --.,)--) _11 i � /_ / /' , V / t I / rp _ rus EXG. 32" MAPLE -) �\,��,,_,,O,' .t10 .... / 1- - -, _-, � I � I 11 -, r_ // t I t I � .1 I I PF LZJ TO REMAIN ,� . ..... - ,;��_­6­35 � . I / ,- I I r -­ � I 11 , � - I I ­ I � 05 TO-21 a * ,/�, %__ __ '� 0 1 4 EX6. 32" MAPLE ­_­ `­------ .. llfll, I _ l,�� 140, . I / __1 ) - "', FAL TO P,EMW__,/ _____ i � 0 , /,�' I . C2) -11 ­ . 220, 1 . VBI - 1, � 1 3 %,_� — \_�� � 11_�r __ ",____ , - � "TO' REMAI - _­ I ,"', \1 - __ , " 1 ,a 11'_� / 3 ) ­ -, �,ai N, � -1.1 .... .. .... � F * _ ; 4 / / Me ... _ " _* I 1, , A', ) � Ir _ I . , I I .... ­_-, " Be- 'I., i N - —] __1_1 � - - - 1, ia � Pq � P" � F_W� "� I Site Planting Plan 2 1 " =40'- O' 410 0 10 2P 3P 4.0 I I I I PLAW UST =1 NO. SYMBOL BOTANiICAL NAME COMMON NAME SIZE ROOT REMARKS 8 AG ABIES CONCOLOR CONCOLOR FIR 8'-1 O' MT. B+5 SEE DETAIL 3/L300 3 I AR ACER RUBRUM RED MAPLE . 2-2 1/2"CAL B+5 SEE DETAIL 3/1_300 90 I AL AMELANCHIER LAEV15 ALLEGHENY SERVICEBERRY Go'-& MT. B+ff 'MULTI STEW 3/1_300 46, 1 AM ARONIA MELANOCARPA BLACK CHOKEBERRY 2'-3' MT. B+5 SEE DETAIL 3/1_300 4 1 cr, cERCIS CANADENSIS I G'-& MT. B+B 'MULTI STEW 3/1_300 , ICH CHINESE DOGWOOD V-& HT. B+I3 'MULTI STEW 3/L300 20 I CS CORNUS SERrGEA RED051ER DOGWOOD 5 CAL. CONT. SEE DETAIL 4/L300 34 1 C5F CORNUS SERICEA 'FLAVIRAMEX . YELLOW TWIG DOGWOOD 5 GAL. CONT. SEE DETAIL 4/L300 I I GB, GINKO BILOBA I C71NKC 2 1/2-3* CAL B+15 SEE DETAIL 3/L300 4 1 L5 LIQUIDAMBAR STYRACFLUA I I SWEET GUM 2-2 1/2' CAL B+I5 SEE DETAIL 3/L300 Go I MR MALUS'RED BAROW ' 'RED BAROW CRABAFFLE 2-2 1/2" CAL B+B SEE DETAIL 3/L300 7 � MS MALUS 'SNOW DRIFT' 'SNOWDRFT' CRABAPPLE 2-2 1/2' CAL B+I5 S IL I 7 re PICEA GLAUCA WHITE SPRUCE 8'-IV MT. B+5 SEE DETAIL 3/L300 G PF1 FICEA FUNGENS COLORADO BLUE SPRUCE 8'-IO` MT. B+I5 SEE DETAIL 3/L300 9 I FS FRUNUS SAR6ENTIl I SARGENT CHERRY 2 1/2-3m CAL B+I3 SEE DETAIL 3/1_300 4 1 PC PYRUS CALLERYANA 'BRADFORD' BRADFORD FEAR 2 1/2-3* CAL B+B SEE DETAIL 3/1_300 4 or QUERCUS PALUSTRIS PIN OAK 2 t/2-3* CAL B+B SEE DETAIL 3/1_300 19 RCI RHODODENDRON x 'CATAWBIEN5E' CATAWBA RHODODENDRON 5 GAL. CONT. SEE DETAIL 4/1_300 42 RC2 RHODODENDRON x 'CUNNINGMAWS WHITE' CUNNINGHAM'S WHITE RHODODENDRON 5 GAL. CONT. SEE DETAIL 4/1_300 4 RF1 RHODODENDRON x 'PJW FJM RHODODENDRON 5 CAL. CONT. SEE DETAIL 4/1_300 3 T C TILIA CORDATA LITTLE LEAF LINDEN 2 1/2-3" CAL B+D SEE DETAIL 3/L300 G VB VIBURNUM BURKWOODIt BURKWOOD VIBURNUM 5 CAL. CONT. SEE DETAIL 4/1_300 It VP VIBURNUM PLICATUM TOMENT05UM DOUBLEFILE VIBURNUM 5 GAL. CONT. SEE DETAIL 4/1_300 1 5 1 VT , VIBURNUM TRILOBUM - I AMERICAN GRANBERRY 5 GAL. -ECONT. SEE DETAIL 4/1_300 . __ FTM�7 609 * z 40� / '415; / Al�� I �z � 9 (B 0 .fm W I I I , 14' 1 1 .-I I I it I I U I I I DOUBLE STRAND OF 10 6A. 6ALV. '11'�, �,,� WIRE TW15TED IN RUBBER HOSE , - i___� - C THREE OUYS PER TREE) 1200 APART f I , ) ,� � ill .11 �i . REMOVE BURLAP FROM TOP OF BALL � 1, hi It '' CUT ALL METAL CAGIN6 OR LACN& - - , - ��111­ \X MATERIAL FROM TOP OF BALL AND /I-,'.,/ ,.,�,� j � I\ AROUND TRUNK , / " , ,_,; I ,1 _ - \ BACKFLL W/ TOP501L + PEAT MO I �,__ __ 11 11 1-1--, 11 RATIO BY VOLUME IN cr LAYERS. I I'll WATER EACH LAYER UNTIL SETTLED. - LOOSEN 5UB501L W/ A PICK. ------� 11 I , CONSTRUCT EARTH SAUCER W/4' Hr7H BERM. FLOOD WITH WATER � . TWICE IN THE FIRST 24 HOURS. -IN I \� I :� __ ` � . -- �:� ­­� . , - - :, "� ,v, ,:. - I ", 'r .. x I . ", � �X��x . ,�.-� , \ x I . I. , Ix . . .r ­ I I . 1I.- 1; , ; , x - I . ;x. ",�,."."?16M '1� .. � xl� -1 �','^ Z, ". ", . , XA 1. :,. � , �� , , " '_,� , � .1. 1, �,�', ,X"A 1:�, I.... I , \*. -,,<�< , " '.. �. � � , . I I I � . ., 'A, -� , I � � . � . , I . I .. , , ,< I'll I , 11 .­� ......... 'N . . , ,, , i I ,�� -� ;,. ,/ 1. � I 11 I � "t � - I ,111 v.. I � r " "I , :�<�� \,-, ,- -, - - 11 \\ ,-, _X �� N I ��;- y',­, , " �\��-- \,,' \ ,,-,,� �� K, � \ 1%0 I , , I I . � I Drawing Notes I I . ALL WORK TH15 DRAWING TO BE PART OF THE SITE WORK I �-OIS15TRUCTION CONTRACT UNLESS OTHERW15E NOTED. - 4 � 2. REFER TO DRAWIN& LIOO FOR ADDITIONAL GENERAL NOTES. DECIDUOUS TREE ONLY- ,,* /I PRUNE 1/5 OF LEAF AREA 3. ALL TREES AND SHRUBS WITHIN THE CONSTRUCTION ZONE I __,,�, _1 I/ I BUT RETAIN NATURAL FORK I SPRAY W/ ANTIDE55CANT SHOWN DASHED AND NOT DE516NATED FOR RELOCATION / ACCORDIN6 TO MFR'5 SMALL BE COMPLETELY REMOVED CROOTBALL INCLUDED) AND I INSTRUCTION IF FOLIAGE - LEGALLY D15POSED OF. / 15 PRESENT. / , // / 1 4. CONTRACTOR SHALL CAREFULLY ROOT PRUNE, BALL AND ­`� �`j/ 1.,'_ / I BURLAP AND TEMPORARILY HEEL -IN PLANT MATERIAL TO BE ; I 1 ­­ WRAP WITH WATERPROOF TREE RELOCATED USIN(5 C700D HORTICULTURAL PRACTICES. __ "_< , " WRAP+ SECURED WITH TWINE. PLANTS MUST BE PLACED IN A PROTECTED AREA APPROVED _­ to BY THE ARCHITECT , WATERED DAILY DURING SUMMER MONTHS C3) 2"x4' HARDWOOD STAKES MIN. AND INSTALLED AT NEW LOCATIONS SHOWN ON DRAWINGS AS .1­1.1­1" \__,____­-- / 3�0-THIGM ABOVE OROUND OR 2/3 SOON AS CONSTRUCTION WILL PERMIT. ,��__' 1, - )r TREE. � I , ��, ­ / 5. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE AMERICAN .1_­___1­­_. /- OROUND LINE TO BE SAME AS AT A650CIATION OF NURSERYMAW5 OAMERICAN STANDARD FOR I NURSERY. - NUR5ERY STOCK - AN51 ZG.0I'v FOR CALIPERS, HEIGHTS, BALL WEED BARRIER SIM. TO MATERIAL SIM, ETC. MFR'D BY DEWITT CO. INC., SIKESTON, MO. F4' MULCH EXTENDM OVER BERM 0 L21-Off L VARIES �20_0,v� It 11 -q TYP TYP Tree Planting Detail N.T.S. F U.- r�l ,­ , I GROUND LINE TO BE SAME I ,x. " /-., ,-2 ,,, � �.. ��,xg 'v�:'1411�12_1:11� ", , �g/z p , AS AT NURSERY � "I W�;,"�,T��111 , (�,rx,"V,­'xw1.,­. r��,"IVNII 1iI - �91 I ,�,�,x , WEED BARRIER SM. TO MATERIAL " � W � � , �, , I M, IN- �,, , � ", � MFR'D. BY DEWITT CO. INC., '. 43 ,F�_ I , , I 0 . �� $ 110" 111 VIP ffil SIKESTON, MO. - I Z, __ ........... ,;��Z��-,;,? �n� � -- 4' MULCH EXTENDIN& ,X�,�� .. ­1 . . W - ­.. "'! "I .. I 11 , __ � I.- . , : , ". ,­ OVER BERM ­11�_':,: ... % - . .. '' �.� . �, �� i. -, � , I. ` ��. "/ � . � � " t, 4 .. 11 11 CONSTRUCT EARTtl SAUCER Y', .%:,�. . '. .. .. ,6,� , -\_ - ­ . ., . I " 1, I -.1 �, .; �, NX, , , , I . � . I 1� .,�4 WITH 4A' HIGH BERM - FLOOD , � � .. ..... :. ',- I . . /1\ ." -1 I., . 1'1.,�, 1­1 ,.;, . .1. .. ,� .... � ... "" . ,. .._��,>, WITH WATER TWICE IN FIRST I 11, 1. ­ I 11 � , I :1z ,� .. �x / �/, ,,,,,, � 7, .,_,.'�,* . % � ;,/, /,'N ,<1 I ., I �. � .- - K ,��, x x '�', 24 MRS. U_ "..­ �­- , Z 'I;*:,: :1, � � IV, I :��/"_, ", X !.�, �, � � �, '�'>' REMOVE BURLAP FROM TOP , .. , , ,,� y, , , , ', X/`,X/\�� > _�'/�4�//'\�' , , ,,.�"/,.Y";.,;,/�,/,�,,��/`,"-,'��/�`\ -',/. - ,I- 1�//� ". '�..,/��"/ " ' " ' , OF BALL. CUT ALL METAL , , �;��, � , 11 N-,", ,,/.-'­ ,-\\�<"�,4'�,,,`,�� ,-', ",",� � <,,,--� ,,�,'I'�e /x'� ,,, �/ ",'/ % , , , , " . ;,�;�� , "\ I OR LACINO MATERIAL FROM " TOP OF BALL AND AROUND TRUNK. BREAK UP 50L WITH A PICK BACKFILL WITH TOP50L + PEAT - M055 3:1 RATIO BY VOLUME NOTE- FOR MA55 NOTE: PRUNE 1/5 OF LEAF AREA BUT IN q` LAYERS. WATER EACtl PLANTINGS, EXCAVATE RETAIN NATURAL FORM. SPRAY W/ LAYER UNTIL SETTLED. ENTIRE BED + BACKFILL ANTIDES51CANT ACCORDING TO MFGR'S W/ ABOVE MATERIAL INSTRUCTION IF FOLIAGE ro PRESENT. 0 Shrub Mass Planting Detail N C I No Scale I F-0 ,_-�::�, ..,,,� 0<55, otll­ ," '. �, ." "I """ Z �,O�� #�_.,_ / ,,,-,' i i \'..O�,,, Rev. No - I Date I ".1.11 . ,�,� \ \ \ -7 1 ac- TC-193.58 \ � I 10 / - / he / , Y_ AML I / �e � � I W , " �, //? \�, T o S I 1 19443 ATETRATECHCOMPAWgroUp I , I www.TheThomasGroup.com t I t I 'I � � 1 11 � � � j , i Be. 41 i 10C.195165 1", —as Associates " I � �, 1. I �� '. Tholli � 1, i 1. , !i� I i I 1] ;� I Architects + Engineers I I j 4 , A I . I 91 )! , �, if ;, � il, j, t, y �! r � __A 11, , �. i� Village of Rye Brook ,X:.. i, j * i�i,T ;� 1 ,g N ;i I e,i 1; Recreation Department I I fl, 3z i - I I ,1, 1! I � � " 1� Rye Brook, New York ?i �. 11 il k �i I 1; I I I _ I i 1. \ �jc Athletic Field Construction at the , ! t , , 11 11 � ;! � I � ;�,� King Street Property , �� I 11 97.701 1 � � t � �� �t P I , i � 1 i �,' j - Site Planting Plan and Details and I k i 6 - i f; 90 " TC-1 43 , # k I Alternate Asphalt Paving Plan �V � N I I � 1 Ill; ), z Dmwnby. Data DmAng Nw i J ion MW 25, MOS i i I a ! � 1 T+ Projea No- � !. ! L300 I I 1 5932 1 1 1 2 1 3 1 4 5 6 7 II TVA Mir Backstop Elevation /4"=I'-O" NY 45'-3" 4 a I N11-11 BALL CAP 777 1 5/80 O.D. PIPE X� TOP OF < F PIPE END POST 10)- TENSION BANDS REQ'D. FOR 12' NER 2­%�"> 20 TEN51ONPOST- ,-Z. BANDS REQD.1/ ,­'m,FOR 121FAMC L L UNDISTURBED NDISTURBE S SOIL OIL C BLOCKING FOR PIPING PIPE 51z.r A B G DEPTH 30 G. MIN 110 12" M114 12" MIN 4& 13' r '00 ( i 180 NOTE5.- I. THESE DETAILS ARE FOR BOTH VERTICALLY + HORIZONTALLY LAID PIPE. 2. POURED IN PLACE CONCRETE: SMALL BE CLASS 3000. 3. LEAVE JOINTS CLEAR OF CONCRETE FOR EASY ACCESS. 4. PROVIDE THRUST BLOCKS (REACTION BACKING) AT ALL CHANGES OF DIRECTION IN DOMESTIC WATER AND FIRE PROTECTION WATER SERVICE LINES. yplcalLhrus�tBl�ock �Det�aff T NOT To sc MAM =1.trV CHAIN LINK FENCE FABRIC FOR ROOF C3_) SUPPORT BRACES CONNECT AT MIDPOINT EACH WAY I 518m O.D. PIPE ENDSENDS TENSION BAR TENSION BANDS X XZ FIN. GRADE Inv Side Elevation /4"=1 a- U4 z 5- I(3 it Iz 7 LAWN AREAS. SEE SITE PLAN. G" TYPE I CRUSHED STONE. SEE SPECS. /10% Gr-Off 7 TYP MANDRAILIN6 SEE DETAIL,/ �7 kQ9 CTYPICAL) ASPHALT AREAS. 1, ALL WORK THIS DRAWING TO BE PART OF THE: SITE WORK 1/20CHAMFER 40 GO MIN. SEE SITE PLAN. " ALL EDGES CTYP.) CONSTRUCTION CONTRACT UNLE55 OTHERWISE NOTED. OVERLAP CTYPICAL) SEE DETAIL Or C2.:) #G REBARS 2Z 17� 1 1/2" TOP COURSE 2. REFER TO DRAWING 1_100 FOR ADDITIONAL GENERAL NOTES. TOP + BOTTOM 2' BINDER COURSE Tyr FINISH GRADE A- ----- jr—�' cl ELEVATION 'TION VARIES it 12" MIN. n ae wA)'F'1P1hA11k1N; 0 !J.b :-7 �4 #4 REBAR5 1- i= 77 z EACH WAY 0 0 12, O.C. CTYP) U.1 < > z CL .-t tin00 77 L FILTER FABRIC 21-00 DRAINAGE FILL fj DENSE GRADED AGGREGATE WELL COMPACTED 5UB6RADE COMPACTED SUBGRADE WELL COMPACTED 5UBGRADE 4- ENGINEERING FABRIC SIMILAR TO MIRAF1 50OX 0 PERFORATED POLY 8ff TYPE '2' FILL DRAINAGE TUBING. SEE SITE PLAN FOR DIAMETER, 0 Porous Underdrain with Stone 10 Exterior Stair Section Asphalt Paving 0 0 N.T.S. 1/2" = 1'-0" X I. REFER TO SPEC SECT. 05500 2. GRIND ALL STEEL AND PRECAST GONG. WHEEL ON MISCELLANEOUS METAL. WELDS SMOOTH. PRIME STOP'-0" -0" LONG G ALL PIPING USED N RAIL AND FAINT PER SPEC SECT. OqqO0_p CENTERED IN PARKING CONSTRUCTION TO BE MOT -7. COLOR TO BE BLACK. HORIZONTAL BRACE AINTINC STALL. CTYP EACH STALLS AT ENDS + CORNERS EXPAN51ON RAIL END DIPPED GALVANIZED STEEL.:1 1/2" O.D. STEEL PIPE HANDRAIL. #5 REBARS 2'-Oo LONG 12' TYF' TO END SLEEVE TOP RA r- (3 PER STOP:) OF PARKING 4' PARKING rTF-_ - INTO 8" DEEP F MOUNT POS FABRIC, TIE ASPHALT PAVING STALL LINE5TRIPE SLEEVES WITH NON -SHRINK 2W SEE DETAIL AT REAR OF C' GROUT. PIPE SLEEVE TO BE I/ PARKING STALL z1j i q41'2" I MAX. LARGER THAN HANDRAIL LOCKING am}1 <PIAMETER. CTYP3 > r 0 :�,,, �'��!" "e,.,j`. trX :�i %C h, � v r: "� < z: tD Dx. �" < EViGE_\\ SWING GATE SEE PLAN - 777`7 35 Z% 20PON 7 'X X 0z 'X, j I X FOR WIDTH IL FINW �x GRADE PI ti it t t i it t I = ­­! 1: t t t 1 :7 -71 I t t I I Nr it I I I t I tt SEE STAIR SECTION t DETAIL FOR CHEEKWALL f r4INFORMATION &ATE LINE CORNER '0- POST POST POST 0 C Chain Link Fence Under ITHT. Stair Handrail 1=01 Precast Concrete Wheel StOD 0 FINISH GRADE AT COMBOX SIMILAR TO MODEL#3500 TOP OF SYNTHETIC BY 'SPORTSFIELD SPECIALTIES" OR SURFACE COVER TO APPROVED EQUAL. TEL. 1-888-975-3343 SEE DETAIL ??/L400 FOR 51ON ASPHALT PAVING BE FLUSH WITH PROVIDE SYNTHETIC TURF COVER AND DIVIDER ► INFORMATION. SEE DETAIL SURROUNDING PLATE. (PROVIDE BRICK 5HIM15 AT CORNERS GRADE; CTYP WITH MORTAR BEDDING TYP..) 400 Ift"tut f Itittitta itiligill#lnt[UL[LtLWIttiuuLLLmulltltuuit- Ittil 4r cd rIt '0 I.D. STEEL BOLLARD TO EXTEND TO BOTTOM OF FOOTING. 2' TREADED IMBED 516N POSTS MIN. INTO NEW BOLLARDS AND zo MALE WITH FILL WITH CONCRETE FLU9f CAP AND TO TOP OF BOLLARD. CHAIN C.4 is i�3 . 4 (TYPICAL 0 EACH PARKING STALL 2- BALL VALE ASPHALT A SHOWN ON SITE PLANS 9-j-T._T�., IN LAWN IN PAVEMENT it ALT NEW ASPHMEN NYSDOT PAVET T TYPE 4fi SUBBASEEXISTING TOPSOIL MIN. 7 ASPHALT PAVEMENT 2' 5DR 21 PVC V t— si WATER PIPE SX C FOR BURY DEPTH BAC1\r1LLWITH 1,I-..--, MATERIAL -"'>``' `TRENCH PAYWIn TH EXCAVATED � FROM TRENCH � COMPACT TO ON -SITE Water Supply Ground c-Box t1 L�,t 85Z PROCTOR o MATERIAL ct13 COMPACT cv, N.T.S. Uj..:j %n TOP OF To q5% -- t= 2& -T ;9 PIPE ZONE PROCTO STRUCTURE UCTURE '0- TF BEDDING LU > (L Ci PAVING 74 BOLLARDS TO BE FAINTED C5EE SPECIFICATIONS- 7 77 b ONCRETE FOOTING BRICK SHIM WITH MORTAR BEDDING. CTYP ALL CORNERS) WELL COMPACTED SUBGRADE SEE PLAN FOR SIZE L'_- INV LINE 1/3 I.D. Cra' M 121, MAX-) "T' GATE VALVE W/ CURB BOX CSIM3 NOTES: 1. PIPE INSTALLATION SMALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION5., 2. TRENCHING OPERATIONS SMALL INCLUDE ALL NECESSARY SHORING DEWATERINC7. 3. TRENCH DETAILS ARE ONLY SHOWN FOR PURPOSES OF MA ER L EXG WATER MAIN PLACEMENT AND MAXIMUM PAY LIMITS, THICKNESSES SHOWN ARE MINIMUM. WHERE EXISTING CONDITIONS EXCEED THOSE SHOWN, WET TAPPING SLEEVE MATCH EXISTING, 20 THRUST BL 4. MOVABLE PROTECTIVE TRENCH SHIELD SMALL BE USED IN ALL �OO UNSHEETED TRENCH AREAS AS REQUIRED BY 05"A REGULATIONS. 5. MINIMUM BURY DEPTHS SHOWN ABOVE APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS. C 101, Pipe Trench 04 Wet Tapping, Sleeve and Valve 1 14 #4 REBARS 0 NOSE REINFORCED CONCRETE W/ GxG WIAXWI.4 W.W.M. MIN. 3'y COVER 4 is .4q ? 5 TURN DOWN EDGE 0 ENTIRE PERIM. OF SLAB G' MIN. TYPE '2' FILL WELL COMPACTED 5UBGRADE Bollard Detail with Sign 01 ............. .. .... Concrete Pad at - N _00 N 10 HANDICAP PARKING SIGN r 0 N.T.S. to NOT TO SCALE 01 �1= �10 - �0 0 Stop Sign L PROVIDE AT ALL hC PARKING SPACES, PROVIDE AT ALL ACCESS AISLES. RED NON -REFLECTIVE INTERNATIONAL HANDICAPPED SYMBOL SCREENED ON HEAVY DUTY .080 ALUMINUM WITH ROUNDED CORNERS, SIMILAR NO TO MODEL #W-E54218-5 BY ALLSTATE SIGN AND PLAQUE CORP., DEER PARK, N.Y. PARKING —WHITE SYMBOL AND LETTERS ON WHITE BLUE BACKGROUND. ANY RED LETTERS AND BORDER ON HANDICAPPED WHITE: BACKGROUND. TIME PARKING SIM. TO ALLSTATE SERIES 10' LONG GREEN ENAMELED 100 W-GR18 SIGN. U-CHANNEL POST PUNCHED WITH 3/8' HOLES I' ON CENTER W 0 10' LONG GREEN ENAMELED MINIMUM WEIGHT 3 LBS./FT. 0 0 U-CHANNEL POST PUNCHED 0 SUPPLY POST DRIVE: OAF. ATTACH WITH 3/8' HOLES I' ON CENTER es W/VANDAL RE56TANT FASTENERS. MINIMUM WEIGHT 3 LBS./FT. SUPPLY POST DRIVE CAP. ATTACH W/VANDAL RESISTANT FASTENERS b 44 11 _41 SEE DETAIL ??/L400 FOR INSTALLATION IN IV It STEEL BOLLARD. (TYPICAL) A' FINISH GRADE DRIVE POST MK Y-(r 7 INTO SJO -GRADE Z9 L W. Handicapped Parking Signage 7 10 1 1/2"= 1.-0" Gty I.D. STEEL BOLLARD TO EXTEND - TO BOTTOM OF FOOTING. FILL WITH CONCRETE FLUSH TO TOP OF BOLLARD. A BOLLARDS TO BE PAINTED ASPHALT PAVING Rev. No- Date: i Description: SEE DTAIL (SEE SPECIFICATIONS? II b t ONGRETE FOOTING the 19901 ELL COMPACTED r III 5UBGRADE T o 1"S 4 ATETRATECHCOMPANYU gro Jr) F 0 Bollard Detail It 7 A VVWW.TheThomasGroup.com cv 1/2"= V-0" N 51-019 � 2$-0N 12'-0'* 12'-o -3 I/# Ile 12 TREA05 012- 12 TREADS 012' Thomas Associates 13 RISERS 0 V CHEEK WALL CTYP.3 13 RURS 0 G' # NOSING GONG. PAD AT ; ' i Architects + Engineers BAR CTYP.) i ASPHALT. SEE 1 /511 PER I/20R AT DETAIL 3 1z STEEL HANDRAIL FT WASH NOSING CTYP.) is SEE DETAIL K-7-*'N CTYP) L400 of Rye Brook 40 . Village ` GONG. PAD AT FT.- ASPHALT SEE DETAIL 3 N 1 b 77 t. KEY AND DOWEL WIT #4 DOWELS 0 12' O.G. TOP AND BOTTOM Stairs w/ L 3/8"= 1'-0,"' C4 EACH 516N CAST CONC. WHEEL S7 'ICAL 0 EACH STALL -0 : 3 !I �i Recreation Department Rye Brook, New York Athletic Field Construction at the !i L King Street Property r DENSE GRADED ` AGGREGATE COVER Site •Details WELL COMPACTED #4 REBAR 0 12O.C. 5UB6RADE EA. WAY, KEY AND DOWEL INTO SIDE WALLS CTYP.) Drawn b)r. Date: DmWng Na: May 25, 2005 ion ding Detail T+ Project No-- L400 5932 il I i 2 3 CENTERLINE OF FIELD I05'-0' FROM CENTER LINE 105'-0" FROM CENTER LINE OF FIELD TO OUTSIDE EDGE OF FIELD TO OUTSIDE EDGE OF 4' SOCCER SIDELINE OF 40 SOCCER SIDELINE 4" 12' -0" IT-0" 4" 4`xG o YELLOW SOCCER GQAL LOCATION i UNESTRIPE A 4" WHITE FOOTBALL Q OUT OF BOUNDS LINE n o NOTE; 4 PROVIDE SOCCER GOAL LOCATION L14ESTRIFES AT BOTH ENDS OF FIELD. �? rn i-Ft rn �o Soccer Goat + Location 1 "i i *—on HIT F 4 WHITE FOOTBALL O L LINESTRIPE AT REAR 4" YELLOW SOCCER OF END ZONE END LINE n � Q 2iM— 1 4 4` -t Cfl 7O FOOTBALL END � Sf ZONE 4" WHITE FOOTBALL LINESTRIPE AT END ZONE SIDELINE NOTE:. - DETAIL TYPICAL AT EACH END ZONE CORNER Soccer/Football Linestriping @ End Zone 1 /2"= 1'-CI" 4" WHITE 50 YARD LINE LINESTRIPE 3� 4" WHITE FOOTBALL OUT OF BOUNDS LINE FSOCCER MIDFELD LINE 4 5 G 7 S 9 1 10 li v 210 —Ov It OUT50E EDGE OF 4' YELLOW SOCCER LINES TYP 5 TYP _ L Q . 4 7C? YARD x 50 YARD SOCCER L40I FIELD LINESTRIPING LAYOUT i C4 BLUE PAINTED LINESTRIPING) .a - - - U.i WA W — 40 Q ca - i - ,Q - 7 TYP, +.i. L401 3 LLJ _ / s 21 C}J3� x O SOCCER LINESTRIPING TO BE 4" YELLOW INLAYED O LINES CTYP3 - - _ „ 4.i _ - - ALL OTHER FOOTBALL MARKINGS 4" WHITE INLAYED LINES CO PBE i4i FOOTBALL OUT OF BOUNDS LINE _ s .. C* TO BE 4 WHITE INLAYED LINE CTYP3 - - 4 80 YARD x 50 YARD SOCCER- _ L401 C E. 4 N .) BLUE PAINTED LISTR FING �ir i�"�*�!i+�t� ����%'�`rir'G'�'�C///������/% • �� ++apt** a n 1 "=30'-O" ! ! FROM CENTFR OF FOOTBALL !! ! CENTER or 40 50 - ICAL EACH' M !FIELD) i FROM �LI11 FOOTBALL 6005E NECK TO o►INTERIORI L] EDGE OF ENDZONE it !} OF SOCCER --m-6005E NECK FOOTBALL i Y GOAL ! FINISH GRADE SEE OF FELD a ] FOOTBALL END ZONE Football and Soccer oa Location Detail • C G" G" FIRST p x x BASE LINE � amr^^�'�c V t HOME PLATE Ut CATCHER'S BOX 0 ALL LINES TO BE 2` WHITE, INLAYED LINES Softball Home Plate Linestriping Detail` TYP L401 BOTH ENDS IL NNE EDGE OF 4' WHITE FOOTBALL OUT OF BOUNDS LIVE 2I0'-O' OUT5IDE EDGE OF 4' YELLOW SOCCER LIVE 240'-0" OUTSIDE EDGE OF 4' BLUE PANTED 5OCCER LIVES L40TE-5: 1. FOOTBALL AND 21O'x2GO' SOCCER FIELD LINESTRIPING TO BE INLAYED 2. ALL OTHER SOCCER LINES TO BE PAINTED. 3. ALL DIMEN51ONS TO FOLLOW NFH5 GUIDELINES Field Linestriping Layout 4. ALL FOOTBALL LINES TO BE WHITE 5. ALL SOCCER LINES TO BE YELLOW �fr1 l W-Aw" 57-0" 24'-0' 22'-V • 21 ]-X " ' 4i J. s N 4 Gl } 75'-0"all 75'-0• ca i Q 57-0' 24'-0' 22'-6" A 2I J�0 N Q y zo ca 4 d 0 7Y—O' ! 5 —T 0 i N 1. ALL DIMENSION5 ARE 2. ALL LINES TO PAINTED B Field70 Yard v SO Yard & 80 Yard x 50 Yard Soccer - striDinv- Plans 1'=30'—O" 211 V Firoly11m`►I 1 12 ( 13 1 14 i' j f' f + a r�$� \X�, f \A11' ,'sue., i 4 ,o.mass �, .,✓ �' � �, < t t: � �'{ � f ; � ._ � •,, >�y,«�, aka. ��. LL/SOCC FIELD L EST Q LAYOUT ........,',1' f�' iL 0 BE IN �AYED3 } ` n.m gi 9A '`ems �� '•,n.o v r;.It'$'r/ :�jl�,r frf R �! 1 V, f , `. tY (ttfl+ f�1 1 , K D SMCER LINESTRIPNNi rt,f ;. :D LINESTRIPING% �rr/ :`�-f Iri4%•i:� Off�REE�: YNTH SURFAC v► ...... ... ...:. l CE?4 't#fr1t1 D 'A1EA �E r, ,.. ...... - ........... p r !' � r 3 t .>f ! ] ....... ..... t ea. f,BR.C1YIfN...........:. f : ... .. .. .. .. r / /JJJ,._ ..................... 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Softbell Infield Linestriping Plan f ALL SOFTBALL LINES TO BE 2" WHITE / INLAYED LINES: CTYPIGAL3 1 OUTFIELD ARC TO BE PAINTED_ BY OWNER `f FA 0 h- 0 Drawing Notes 1. ALL WORK THIS DRAWING TO BE PART OF THE 51TE WORK CONSTRUCTION CONTRACT UNLE55 OTHERW15E NOTED. 2. REFER TO DRAWING LIOO FOR ADDITIONAL GENERAL NOTES. Athletic Field Construction at the PLAN VIEW, 4"x4"PRE55URE TREATED SECURE SYNTHETIC OR PLASTIC EDGING. PITCHING RUBBER SURFACE TO 4"x4" EDGING WITH Ding Street Property BURY TO TOP OF BASE STONE. CTYPJ 6"xG'x24" _\ ADHESIVE CAULK. FINI,�Hs _ t1 -1 1 Surface Linestriping Plan GRADE 0 TOP OFSynthetic ��;�, £ �~;� � �.} � .� SYNTHETIC ... SURFACE c Details 3 and INFILL D►mwn b}r. Datec Drawing Nw #5 REBAR 1 W LONG. SECTION � jvn May 25, 2005 C23 PER 4"x4". TYP T+ Irojea Nw0 Pitchin g I Ubber N1 S y nthetiC Surface m 1L4 593 1 1,_ , 2 3 14 g G 1 7 1 8 19 14 !I tZ r.s r4 r� rw 1 Ef 9111111111111111111 :m A ® r ot_ 0 V IT PM L Electrical Site PlanMA 1 "=20'-O �v 20 a 5 ,o 15 20 he ht 0 ATM1kATECHC0t%4M9r0uv% .COVER TO BE FLLW PULLBOX A5 INDICATED www.TheThomasGroup.com WITM FINISHED GRADE ON PLANS. IF F'INW GRADE F GRADE 9 t GLEAN FILL ,,� / � f 4 � ��_ .� , # � � _ ,. 3 ,1 _ , { COMPACTED EVERY 4 --, �...:.. ° ` F ; i s ; i till �� Iw __Associates UNDERGROUND w , a" I _ gg ,� € € TAPE 12" CMIN. ?� t - � 1 ®• ! l ,s ; 3 ,_ $I ��' � ,- Ai3©VE ALL , Y UNDERGROUND €APE-----.�._ � ��,�,��- � �. Architects C�1iteCtS -�- EClg1�IE'e�' CONDUITS g g g t 3� W; z4 c CEO (MIN") G. ABOVE CONDUITwT CM�1.3 SERVICE CONDUITS,a{ --- :` . r. d, ° �CMAXVillage of Rye Brook s [ 4 TYPE AND SIZE IV 'I AS �IiATE1�3 ON PLANS i Recreation Department 4 c SAND l : Rye Brook, New York i BELOW GONDUrT ` Athletic Field Construction at the c�C, s Vie. P Ova CONDUITS 51ZE AND QUANTITY A5 King Street Proper`" INDICATED ON DRAWINC96 OR NOTED IN SPECIFICATION5- PROVIDE GRAVEL BASE fOR PROPER DRAINAGE Electrical Plan omwnb D c> mn Nw zMJIW Mr/ 25, 2005 Y+ pvect Na: E100 ':�Vvq 0 Zt� etc. 164 �-TV34-) 8" xvk 61f�r4H 4 4y '566 wy, -T-0 ?0"? cwamocrz- (V'tA91rAr_y 15�*WF_V_ pIfIC41 L A WIB'. EXACT LOCATIOW Or ITEIW5 0TED k1b M>C-100% b�615TW4, t74AUL r>L- 4WIft 0 W T14a FtE 0. X'6AIL /P 5AS'EMENT FLOOR PLAN am SCHEDULE OF MINIMUM FIXTURE CONNECTIONS FIXTURE DESIGNATION WASTE VENT H.W. C.W" WATER CLOSET W.C. 4!' 2" 1 1/4!' LAVATORY LAV. 1 1 /Z' 1 1/2" 1 12r MOP SINK M.S. 1 1 1 1/2- 3142- 3/4,' COUNTER SINK C.S. 1 1/27 1 1 /Z' 1/2- 1 /Z' SHOWER SHI. 27 1 1/27 3/4" 3/,4!' WATER COOLER E.W.C. NOTE: EACH HOT & COLD HATER SUPPLY TO EACH FIXTURE SHALL BE INDIVIDUALLY VALVED. DRAW'" Job No. Date P.M. MECHANICAL, INC. P.O. BOX 249 MONGAUP VALLEY, NY -12762 (914) 583-8500 H5-671 4X7fi7, Dw6. # Scale 1v'r5 anderson la Fmo-nca anderson architects and planners 22 purchase street - rye - new york 10580 werner e. tietjen, p.e. - consulting e kngineer 68 purchase street- - rye new yor 1 10580 IIZU,5T 1304,1< 91FC10- U14 (SA-5 6t:XVICe :5[ZeV 6YO� 60- �rZ Cok.",WAP OF 1416 C-F,14- A IPA, WA TW 1AMe A5�t1Ic of _7-�001)T f3f,46k I\JEW F, D -ro Sl-okfA etJje TO alk ea I,N5UAgf�VAP rIT WI'M Fps 2! 6A'.5 U'r I gEXV 2,116A) -rL) er)t I tm *6 Toy L,r-- -ttp ATC-LCI- �44990) 4 s �0�4 TOILETS DETAIL 74 %V-114- NOTE: EXACT WCAWt4 OF ITEIA-5 WTEP A-5 DE146 �Y,1,5TWrA, 61kALL f5E VEFJFIF�_9 IQ -R4E F(ELD. F I RST G ROUND FLOOR PLAN PLUMBING LEGEND SYMBOL DESCRIPTION ABBREVIATIONS ABOVE GROUND SOIL AND/OR WASTE PIPING A.F.F. ABOVE FINISHED FLOOR UNDERGROUND SOIL AND/OR WASTE PIPING A.F.G. ABOVE FINISHED GRADE VENT PIPING (V.) B.F.P. BACK FLOW PREVENTER COLD WATER PIPING (C.W.) CLG. CEILING HOT WATER PIPING (110') (H.W.) C.O. CLEAN OUT HOT WATER RECIRCULATING PIPING (H.W.R.) DN. DOWN —G— GAS PIPING (G.) F.A.I. FRESH AIR INLET 2 GATE VALVE F.D. FLOOR DRAIN GLOBE VALVE F.U. FIXTURE UNIT 2-21- CHECK VALVE H.B. HOSE BIBB (18" A.F.F.) GAS SHUT-OFF VALVE R.P.Z. REDUCED PRESSURE ZONE CLEANOUT (C.O.) S.A. SHOCK ARRESTOR UNION U/C UNDERGROUND SHOCK ARRESTOR V.T.R. VENT THROUGH ROOF HANDICAPPED FACILITY W.C.O. WALL CLEANOUT is NEW CONNECTION, TO EXISTING FACILITY W.H. WALL HYDRANT (2'-Y' A.F.G.) PLUMBING STACK No. 1 A9EA 04 -,Q(JA25 ft-r--T P DETAIL No, 1, DRAWING P-1 _� A�VL_ 611ZOUNP i5T0F../A\vATa1z Piplwa LEADER No.1 PIP I W6 VILLAG"E OF RYE BROOK VILLAGE. HiMLL POLICE HEADQUARTERS A �LI�OI�\ �I,1�N� � ��G�cF�tJD� �V'F' r(A r e.sof ri e4-r, TO Q W - �O 2fi aka OP 41 2 6A5 94. '.`SUP UP V ZP. I NO, . o la u andersor architects and planners 22 purchase street • rye • new York 10580 Werner e. tietjen, p.e.. consulting engineer 68 purchase street • rye • new York 10580 VILLAGEVILLAGE OF RYE BROOK R POLICE . HEADQUARTERS ! (/�j lit t L JGG •f 4"t ..try ti4:'Cc '✓vL t\✓) 198 042 anderson la rocca anderown architects and planners 22 purchase street -rye -new yak. 10580 werner e. tietjen, p.e. • consulting engineer 68 purchase street -rye -new york , 105M ov�4, CIA, C-4 ':rNTAKE RtAK up -1 N71-A trE G, r:- tj F 414,14AXIII? r_, VCK"-K of I46 4- K ( cot4t4mur -To ZkMHZSF. VvRif Mr. W 5) LOY4 I 14 2.0 L k - (, ISKS x (v v-(4 JOKC* X9 I C , 4071 vii Li 4# -lox Df Ant fs8to TO .............. J_ L qKv� 1714- -914"RNR PQ L 4' 14" U?N 4P 47 tA. 4" A(P vo 7 1' i2tv,la rZ AR flicrW IN ICA-' 101* K6 f[44)V2 VAR z -,04A HVAC LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SUPPLY DUCT PRESSURE GAUGE W/ PETCOCK RETURN/EXHAUST DUCT THERMOMETER DUCT TRANSITION 4 AIR VENT W/ PETCOCK HOT WATER SUPPLY IN -LW CIRCULATING PUMP _R HOT WATER RETURN BACK -FLOW PREVENTER NATURAL GAS � FINNED TUBE RADIATION 'FLEXIBLE CONNECTION FINNED TUBE ENCLOSURE ONLY EXPANSION JOINT STRAINER ANCHOR S G= DUCT SMOKE DETECTOR FT THERMOSTAT FOR FINNED TUBE RADIATION DIRECTION OF FLOW aeAC THERMOSTAT FOR A/C UNIT UNION SEF SWITCH FOR EXHAUST FAN nE EMERGENCY DISCONNECT 4-4— CHECK VALVE COMBINATION B&MICING SHUT-OFF VALVE --4-4-- FLOW CONTROL VALVE ­04-- GATE VALVE --- 0-- BALANCING COCK Do*— GLOBE VALVE MOTORIZED VALVE ABBREVIATIONS A.D. ACCESS DOOR G.P.M. GALLONS PER MINUTE A.F.F. ABOVE FINISHED FLOOR H.C. HEATING CONTRACTOR A.T.C. AUTOMATIC TEMPERATURE CONTROL H.W.R. HOT WATER RETURN A.T.C.P. AUTOMATIC TEMPERATURE CONTROL PANEL H.W.S. HOT WATER SUPPLY B.F.F. BELOW FINISHED FLOOR M.D. MOTORIZED DAMPER C.D. CEILING DIFFUSER M.V. MOTORIZED VALVE C.F.M. CUBIC FEET PER MINUTE N.T.S. NOT TO SCALE C.O. CLEANOUT O.A. OUTSIDE AIR DN DOWN 0 DIAMETER E.C. ELECTRICAL CONTRACTOR P CIRCULATING PUMP E.F. EXHAUST FAN P.C. PLUMBING CONTRACTOR E.H. ELECTRIC HEATER P.S.I. POUNDS PER SQUARE INCH FAL FRESH AIR INTAKE RG. RETURN/EXHAUST REGISTER F.D. FIRF APPROVED T- &U.C. RMD DOOR AND, / DOOR R.T.A.C. ROOF -TOP AIR CONDITIONING UNIT F.T FINNED TUBE RADIATION S.D. SPUTTER DAMPER FX FLEXIBLE CONNECTION S.R. SUPPLY REGISTER F.LID FUSIBLE LINK DAMPER U.H. UNIT HEATER G.C. GENERAL CONTRACTOR V.D. VOLUME DAMPER W.H. WALL HEATER VILLAGE OF RYE -BROOK VILLAGE HALL. POLICE HEADQUARTERS Ilk ro 111111 0110vul 111�012gja ,ROOF -TOP AC UNIT No.' MIN. EER a IV, •HEATING EXT. S.P. Jm COOLIN HRCAPACRY ENT. AIR 0 F PA CACITY D. 0860H ELECTRICAL TA 2V 30, Z OUTSIDE INPUT M13H �IOUTPUT 43 _467 n Im ill A'. SEE M-MMSEM n 1­1 -w ERI IMR, M-11 I'M NUMow, El Eli �1 ffvp�,ZMIN W&ONNININ INS, 011 IS31NEMiMM18 IFIN 110101111 IN ,i � 01 ZEN! ME MI IM1 M,111 OEM BI �I®IMM! I I I ® � ® �II��P�� IIII I I �� �® ANN 101101 =11011100 IM Aj-� WkIT's wN " cwp4l), -rlmt 450440 cAP401T 4 F400WMt,4J14C-w-1oST**r EXHAUST FAN SCHEDULE ROOF OR OPENING CONTROLS NOTES E1101mmIN0 Mo-xx 111101 011�lml 30111�mlll 11101001 WE 1110 pf:z0v1pe Aw- Pt-w v4*4 AAJMIWWM CUR4!:Fj �PR-OfT PAMPSR-, 53199 r,>I4-560t4IsJJ5CT C.7VJI-rC+4 PUMP SCHEDULE PUMP No. SERVICE AR DISCHGE --- III�IMlIII II ,il'lllli Ill,r�li -P �,,� �� � '� I I� >I I '! III �u � 'll Tj I M_ � �.���I��� 1 III I � II � II III { ICI I C I I I II I I I I II I II I II 11111111=11,11122 vial Sam FINNED RADIATION SCHEDULE FINNED TUBE No. MODEL -T HT. LOAD 8 HR. 1 B/HR./LF. FINNED LENGTt+ ■PIPE SIZE CONTRO S L MEAN. WAT. TEM. P MTG. HT.,TOP CAB. A.F.F. MEN 101001 Elm N 1110111101011101 0111111101 111m 0111=1011001 11110 N 01111011 0111 10111011 101110101011111101 0 0111ZE101 lAmsimii �-g I IN 11011111210111 i 1110111101 11 INO1101 N WWT M 111111111 0 ii�immim ' MlSmim I I ' 111 ®tYl� ®�I� I�lii��'IY� ®®®�I WALL H EATER SCHEDULE WALL HTR. No. MFR. MODEL No. ARGMT. C.F.M. R.P.M. G.P.M. L AV. WAT TEMP. BTU HR. jj��Nm ri:� vmngwffijw,�� Emil NN1N1 * lVKWIA14t, 1". tt 1216-741-86VO 4- * 1,44" WIM kteoH x 3 3/41- K%W,6 a_-Mhe,K I'WI20-1, KJ 500, 500 VVW,,, W VOM MWIA,- architects and planners 22 purchase street - rye - new york 10580 werner e. tietien, p.e. - consulting engineer 68 purchase street - rye - new york 10580 F CEILING D-IFFUSER SCHEDULE CEILING DIFF. No. VA' =12­111m! SCUNIM Will Eel(, NEON I a a LIJ an ki E wx MM Mw M 1:04 Ion Imam No Im kyj IN RETURN• EXH. No. NOTES SUPPLY REG. No. EXHAUST FAN RUBBER ISOLATION PAD COUNTER FLASHING BY H.C. 12" HIGI 1 WELDED 16 GA. ALUM. PRE-FAB CURB ROOF INSULATION BY OTHERS 40 GALLON WDIA X C­3 LONG EXPANSION TANK GUAGE GLASS DRAIN RELIEF VALVE SET AT 30 PSIG MAKE-UP WATER CONNECTION WITH WATS#909 BACKFLOW PREVENTER BY P.C. REDUCING VALVE SET AT 12 PSIG FULL SIZE TO 6" ABOVE FLOOR ASME RELIEF -VALVE TO FLOOR HOT WAT&R BOILER 1) J .� � T. ,'1 . ,T. r! IN -LINE AIR SEPARATOR B & G MODEL IAS-2 HOT WATER BOILER PIPING - S r THICK THERMAL & BACKDRAFT ACOUSTIC INSULATION DAMPER CARRY ROOFING. UP CURB 7,7'7\777 DUCT COLLAR -- ROOF DECK BY OTHERS ROOF OPENING r 7- ROOF FAN DETAIL 2 H�-2 F NOT TO SCALE VALVE HWS & R MAINS COMBINATION a4ANGWG/--A SHUT-OFF VALVE 1 /2' HWS & R AL 1 130 AQUASTAT UNION FLOOR . . ....... .......... ........... ......... ............. ........... ...................... . . ............................... WALL HEATER PIPING H — 2,/ NOT TO SCALE AS F-,IULT DRAWING 00K VILLAGE OF RYE B R VILLAGE HALL, POLICE HEADQUARINEZIRS Wl� -198 - ZONE 1 — ZONE 2 ZONE # 3 — ZONE # 4 — ZONE # 5 — GLOBE VALVE (TYPICAL) FLOW CONTROL CHECK VALVE (TYPICAL) PRESSURE GAUGE (TYPICAL) IN -LINE CIRCULATING PUMP (TYPICAL) — THERMOMETER (TYPICAL) — GATE VALVE (TYPICAL) COMBINATION — BALANCING/SHUT-OFF VALVE (TYPICAL) CHEMATIC ROOF TOP A/C UNIT AJR &WATER TIGHT GASKET AROUND ENTIRE PERIMETER OF CURB COUNTER FLASHING BY H.C. PRE-FAB INSULATED CURB BY H.C. ROOFING CARRIED UP CURB BY G.C. N, ti nnc DUCT ROOF INSULATION BY G.0 j (TYP.) 6, STEEL ROOF DECK 10 GA. x 5r WIDE PLATE UNDER ENTIRE PERIMETER OF CURB .2r RIGID BOARD INSUL. TACKED TO SLAB WITHIN ENTIRE CURB BY N.C. 6* FIBERGLASS BLANKET WITHIN ENURE CURB BY H.G.. AROUND DUCT PENETRATION `3' ROOF -TOP A/C UNIT CURB DETAIL L.2 NOT TO SCALE MANUAL AIR VENT IF W/ PETCOCK 31e HWS COMBINATION BALANCING/ SHUT-OFF VALVE COIL AQUASTAT UNION (TYPICAL) DRAIN OMFE VALVE � UNIT HEATER PIPING H-2J NOT TO SCALE COMBINATION. B HUT -OFF VALVE ABOVE CLG GATE- VALVE AIR VENT RADIATOR VALVE 31,C HWR (TYPICAL) AS SCHEDULED— 3/47 HWS IN WALL IN WALL rim L DRAIN DOWNFEED ARRANGEMENT �R VENT TYPICA 31e HWR 3/e 1 IN WALL WALL 3/47 HWS COMBINATION ABOVE CLG — IN WALL B 4CING RADIATOR VALVE ,jAS SCHEDULED --OFF VALV11__.,--1 OR FLOOR BELOW TY ICASCrh�E VALVE ARRANGEMENT LENGTH AS SCHEDULED, FINNED TUBERADIATION 'PIPING DETAIL 6 ' v` d as co 00 45 t , t'IcK- a Q 7 4, zZh c 4s,;. L L. 11 > Royal Mush Adjustable Concealed Pendent (Non -Activated) t � 1/2' NPT t 21/2"31/8" r tt Hole Diameter r 1 t ! Ii 7/161(ref.) [ Face of Fitting Support Cup ! .__. 2 t1/4" 2 8/8" (nominal) 3ii W I Ceiling Line 31/4" Diameter Cover Plate/ Retainer Assembly Preferably from end of remote branch line Test valve in readily accessible location Smooth bore corrosion -resistant outlet giving flow equivalent to one sprinkler �-- ------ 450 ell Elevation For SI Units: I ft = 0.3048 m. NOTE: Not less than 4 ft (1.2 m) of exposed test pipe in warm room beyond valve where pipe extends through wall to outside. System test connection on wet pipe system. 7 V A r 5 ( t t ' ` ki t o�_K ,P_ .............. ... ........... nT--. i�C i I Ll G(q "], 4+ 1 \- a., 0 0 IL I � 1--1 v cwa � c..�, � i..."t � �� }•{�:1� t<Et T -r 8' - Q,t li i �, �. 2)ALL li,X `- tetra N� PLA\ I -A E_ x GA\r �' DO01+ &E D4ET�Fc 7nP. CH C-e K 'Tc> DOm��TIe_ SPRINKLER NOTES 1.) The installation, components,.sizing, location, clearances, position and type of system shall conform to all local build1h codes, N.Y. State building codes and the following N.F.P.A. :standards when applicable: N.F.P.A.- 13, 13A, 14, 20, 22, 24, 25, 231, 231C. 2.) inspection and tests of sprinkler systems shall conform to N.F.P.A. -- 13A & 25. 3.) Sprinklers shall be protected against freezing and injury. 4.}'Stock of extra sprinkler heads shall be furnished (required for each temperature rating): 5.) An approved sprinkler alarm shall be installed on the system. 6.) All systems and valves shall be identified with appropiate signs and tags. 7.) All piping,shall be installed in such a manner that the entire system will completely drain from an approved drain valve. (Auxiliary drains to be installed where required). €3.) All valves on connections to water supplies and in supply to sprinklers shall be approved O.S.Y. or approved indicator type. 9.) Provisions shall be made to facilitate flushing of system piping by providing flushing connections at the end of all cross mains 1� inch or larger. 10.) All sprinkler control valves shall have either an approved tamper switch or lock and chain. 11.) All sprinkler heads shall be of an approved type and temperature rating. 1_ AF'C_Vt . �(t tr,l( '�Af�Ti 6;1 n ha i it--- �k'/,S7- 4, : -7� f I&I ���" Z-=� WINC O , STA71 i it —I i Dto ?i_A IV" ! I( I-e¢ C r� I-,4 tiE( _-.. -._ o.,. _ (�� DO MAiN a � — �/ -�/z 3 fol�8 777) 4-3/2to -0 to -!c,' CHV-t GK tt 2-1oa 'Ca i � N l) �.i C �' �• i i_.. t rA 1( !-! °� I �`� M{ `� t �' ' ®, t � ��. t 1 N 1,..� S a� � i *-t �� tf I � r" t:,. N 0 Y�7 V � t� v �. pr�.l � t � �. , USE '(��.> Der rtil tnra SG 7 PtP f v t vCx > zx S SPRINKLER HEAD COUNT 10.28-% PHONE: (914)737-"3006 FAX:_(914)7377�4955 APt_>G:D ¢` F D,C, RIPendry i RZL0( 4,rF_P 4-.t' Ft7.T, 2 lo-21e� 9Ca SYM. OTY. DESCRIPTION S�,1i M\T'r is FCC f� t t7V!�l:k.. 4`�1} `Q/G FIRE SPRINKLER DESIGHANC■ 13 CEKTPi 41,I_ t`ZUY,4t_ 1=t_t3SJ4 C0NNCI _AI_r=:E) N-E,tkD ,t CA54"" W! 7-H WtiITe COVE PLATE SUBMITTED FOR APPROVAL P . 0 - BOX 423 ►'&o f2" OR11=1cel 5•Cr, DESCRIPTION REv. oaTE 6TH STREET & MADELINE AVE. VERPLANCK,N.Y.. 1"0596 O I� C�tyTkAt_ "A' [�21��"" tJP�'+!�tNt $ ICo�e, f2` 0e,IFIe,t K= �. P.E. SEAL V I LLA` - �� RYE � �i �%Q� /AS b U O I C,EN7k—P,L. .A '-tk/A r�Er-(D�F_ �J T i I(at", y2," 01 tC71(" V) LLA(!- & HAS L • 2 PF=U A>i L_e Mao - " Zx -SR- INST Cl­kkOM��- PF_> )f�.Ka T 1EoS° 'lz ^ �} �j FIRE SPRINKLER PLAN — DRAWN `'- G'1.' � BY .Mr CONT. NO. �dI D�:NOTEI.. Hf iarAoL 1C i-;Zr f OIHT INS. BUR. SPRKS.ONDWG. ISCp DWG. NO. 1569 TOTAL SPRINKLER HEADS SCALE /Ba= f �„ TOTAL SPRKS. 15Ca NO.OF DWGS. l 1J AV 5, A. k ' x ;?$ _ to (9 25 ►) 41p,1�C D. g.CIO , �' ti� 1. ` 3 (1724m016, O ar _ __ INISPT MA 1 -.e OtiZ�j ui -- ig d k,Co�5 _ — _ , I �4 �T Y } rVRTT✓ 9 9 �,FP- DIZOP TO4A, .4b. a � - �}.1y. cw . A Ff D, yWAT ' /&T co>v c I V TO t.AE �T01 LET S DETAI L z 1 s _` - - To setcces. -- =t7 Get tT,(' 2 �, �rrc1E>�t�3i� oR,c a t� �. {V,( F D '1"� 57Qk -�� { To 9! 11 Q tuit'`G Co'` �d+ittT/�7�'( •5 I `� k �, TO' • �?;.. • /t{ �7 V. �lP�ov1: A O ltii ._._._....._. �__ � _, L.c�UNfle -` ry/ � i��L � t'1 © � r t r 1 o00THTl�` t'4H i 2 i .L.. ''"Gh t �V.cA• "' t " ` 't;Xt�TG,StI��iPP i'iT I' ! 1 I /kP p NE - f WITH New f�mfp ; J-71 A {pp,,�)/�����{{�"0t �� ((��rItRp 00 C{ V a sir^ • /'�1J/�IN��N C/7�I +rt �t !'+r l.�. +./!�4{Vs �r� �••Rt-8. d /}6f l ' i � � � ka , k I 2a '.b UP , � .-. � ' '.I r car > T cTkv� � , 5,� � ► LJ QN4.► - ��► dec sa�� P f n r kf T A!5W9E. z ( > I A (/!{yi,+i fJ 2L11 'i lsA- !•�-lt% �ryy�.p �}�- { / 'T'. ._.._.. -: .....— &... r 4 . _ _ VTII ✓G+ ... I r t _ _ I pc� j TILAP Tip I �cr t'c .T�NC1Er5 f, n �� t LA r E 2 � 6� yr � rG_ T f ..... "fi.. F-- 1t V ./ ��vCOFKE.�t ` �til 4 Up To t .0— U 1' R`, - +r � TO � � „ � uf TQ g,v, (72 *) � c 4 - '`y'—ri�qoq Taitt3'tbW Nw. I70 _ PRoGEStr! kt 12 D,P.Ca I►J 4 het i 1 � --- r r?`• t%2,'�'"�-`-�'" /.�,i{ 1�$Cni� j �� att,C�� a7' �. 1�,('.4r i �! N K t .r.�(t k� To V Go �' ! I-r9u-aT�`5 MTC:r. 12M ------} IN S7b�tr6 � � St'+ow�.R \ j,{dV 1(� }1 �_ PE OYS TO LI�vT. m v -`��- ,tv,U f - t,�j 41, 3 L .�... D,P, c.o_ of TQ JZ p_ IN aL WS'. EXACT L,OGATIOW Or (T�>rt OT p �k E (plc �t� T++� , �� NOTE EXACT LOCATE N OF ITEfA-5 OTEP Ac 5 C�a1t� �XI'5Tt�CA, { (13st� I Y �-.,j kALL t5� gEZfflt0 IQ Tt-4E Ftl-,LD- El 1�J I 61VVALL CAE VOA J IEJ2 IW T14E FIELD— � � C[ � u r4 i �x c� v/ATF.r� r'rtCrp 1 13A5 EME NT FLOOR PLAN F I RST GROUND FLOOR PLAN .t. � �„ t 1 i P-1 `o-I o � : �' � • '...� _=.-.tea _ IA.4, SCHEDULE OF MINIMUM FIXTURE CONNECTIONS FIXTURE It DESIGNATION WASTE VENT H.W. C.W, WATER CLOSET W.C. 4" I 2" - 1 1 /4'°` LAVATORY LAV. 1 1 /2" 1 1 /2" 1 /2" 1 /2" MOP SINK M.S. 1 1 /2" 1 1 /2" 3/4" 3/4„ COUNTER SINK C.S. 1 1 /2" 1 1 /2" 1 /2" 1 /2" SHOWER SH. 2" 1 1 /27 3/4" 3/4' WATER COOLER E.W.C. NOTE: EACH HOT & COLD HATER SUPPLY TO EACH FIXTURE SHALL BE INDIVIDUALLY VALVED. t , P.M. MECHANICAL, INC. } Uate P.O. DOXX 249 PLUMBING LEGEND SYMBOL DESCRIPTION ABBREVIATIONS ABOVE GROUND SOIL AND/OR WASTE PIPING A.F.F. ABOVE FINISHED FLOOR UNDERGROUND SOIL AND/OR WASTE PIPING A.F.G. ABOVE FINISHED GRADE — — -y- ~-- VENT PIPING (V.) B.F.P. BACK FLOW PREVENTER - ---- COLD WATER PIPING (C.W.) CLG, CEILING ---- - - -- HOT WATER PIPING (119) (H.W.) C.O. CLEAN OUT — - - - -- HOT WATER RECIRCULATING PIPING (H.W.R.) ON. DOWN G GAS PIPING (G.) F.A.I. FRESH AIR INLET - ---=- GATE VALVE F.D. FLOOR DRAIN - GLOBE VALVE F.U. FIXTURE UNIT CHECK VALVE H.B. HOSE BIBB (18" A.F.F.) -- -- GAS SHUT-OFF VALVE R.P.Z. REDUCED PRESSURE ZONE ---------�i CLEANOUT (C.O.) S.A. SHOCK ARRESTOR ---�sl�-- — UNION U/G UNDERGROUND 44 SHOCK ARRESTOR V.T.R. VENT THROUGH ROOF HANDICAPPED FACILITY W.C.O. WALL CLEANOUT 1 NEW CONNECTION. TO EXISTING FACILITY W.H. WALL HYDRANT, (2'-0- A.F.G.) P t PLUMBING STACK No. 1 AMA tN-,Q(JA12a i=ET-T p_ DETAIL No. 1 DRAWING P-1 AfDoVE csKoUND 5T0jZ/A\\/4Ti__)Z plp(wal -�- LEADER No.1 t2. ti, r2 4 O F O tZ A I N L I Al OTf-P PAT rl, : 8 - 220� - :� ���� ��' �� 22 • anderson la rocca andersot architects and planners 22 purchase street •rye •new York 10580 warner e. #ietjen, p.e. •consulting engineer 68 purchase street •rye •new York 10580 Loa rF= iV4`hWV,AF-J '5N'RlAF, DN- r1__ - l[Ti or— W"6 Uf -I Kw, Kw 10 f 5A6 �A �4 I"',_ 1 lei anderson la rmca anderson architectsand planners 22 purchase street - rye - new york. low werner e. tietjen, p.e. -consulting engineer 68 purchase street •rye •new york 10580 C 0 1\1,4) Fc,, k- A /6 -1 mvIlm 1 15N C-4 14WK ur 3/,4&4 RLA41 up, C,0t445C_-r To WV4 HSA16t m4f, Yyr 4. 4 L Li Lj tpxFp v 40171 Li G ti 41 .9144' PR 421" Itty. U T6 up ev #(A 4040 14446 4 10 axe), mate, -ur, n �Itw 16f 190p, V411 I y 6 a - 215 %9R ok F 4! V4 wi pw, *4*'�W6 DN f �v a 8 t-714 12 V61 41 16A Am-.- AM:k P14 'K4 L7 I A 0" up get r, Do 10 7 —H I ex4) Gt fV, 4" 14 TO 12ie* �24 ss vv A L rI r� 7 SAS 714, em 0,91 740�_ 4 + K PW RM0 4 vp I ?43124 UVO 27 le 01 1404 P T a/-+" 14W5 1X4 7 1 1- F El n6p# 40 24+,KI2 UP L-A mh(yo ilz iiF tt 2 _13, 43 � N W LL, eve vr 8-1-P 119 ef w 70 U QN. Li T so Y44 V,_ U tel Y �, VK__ S%4- W4 > <9#8 t 30x_A -7 -14PIL V! xto 8x4) IWO ea, vo Pf #_ 02 - A. - kit 791 1 1, tea PIT sui,#7 L-1 4 To ago m 166�y4e A►d — OKI?, 3OKtt 41 A am F to V2,Y-6- aW LAI sw ve 0 IrvZILISAV, _�-t Li kfA6 'L7 -K& 2 K,6 ILI —+'It co LF to t6_ tA__1 Dw J/411 L_j vp Lj 4, i0l El Ej ta),+ 4 11't- 4 TO 69# 39 6t7* 40 4.0 0 Q• W- 7v4-# 0 f-D t2 -41 41 U14 _3 P5/4 of it va A e-7 14VIR 914� -9/4- RV64,4�Tvv_ 2�j _j L 1 —4, '�A 4\4� U -2 0Y 101ca 4- IV q 10 'K HVAC 'LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SUPPLY DUCT PRESSURE GAUGE W/ PETCOCK RETURN/EXHAUST DUCT THERMOMETER DUCT TRANSITION Q AIR VENT W/ PETCOCK HOT WATER SUPPLY TFIZ IN-LINECIRCULATING PUMP HOT WATER RETURN BACK -FLOW PREVENTER NATURAL GAS � FINNED TUBE RADIATION FLEXIBLE CONNECTION C FINNED TUBE ENCLOSURE ONLY EXPANSION JOINT STRAINER ANCHOR S DUCT SMOKE DETECTOR FT THERMOSTAT FOR FINNED TUBE RADIATION DIRECTION OF FLOW Qz AC THERMOSTAT FOR A/C UNIT UNION SEF SWITCH FOR EXHAUST FAN rEj EMERGENCY DISCONNECT CHECK VALVE COMINAMN &MAJOW SHUT -ow VALVE --- 4-� FLOW CONTROL VALVE ­04-- GATE VALVE 17 �A_BALANCING COCK GLOBE VALVE MOTORIZED VALVE ABBREVIATIONS A.D. ACCESS DOOR G.P.M. GALLONS PER MINUTE A.F.F. ABOVE FINISHED FLOOR N.C. HEATING CONTRACTOR A.T.C. AUTOMATIC TEMPERATURE CONTROL H.W.R. HOT WATER RETURN A.T.C.P. AUTOMATIC TEMPERATURE CONTROL PANEL H.W.S. HOT WATER SUPPLY B.F.F. BELOW FINISHED FLOOR M.D. MOTORIZED DAMPER C.D. CEILING DIFFUSER M.V. MOTORIZED VALVE C.F.M. CUBIC FEET PER MINUTE N.T.S. NOT TO SCALE C.O. CLEANOUT O.A. OUTSIDE AIR DN DOWN 0 DIAMETER E.C. ELECTRICAL CONTRACTOR P CIRCULATING PUMP 'E.F. EXHAUST FAN P.C. PLUMBING CONTRACTOR E.H. ELECTRIC HEATER P.S.I. POUNDS PER SOLIARE INCH F.A.I. FRESH AIR INTAKE RG. RETURN/EXHAUST REGISTER F.D. FIRE DAMPER - APPROVED WU.C. RMD DOOR 1 &CESS R.T.A.C. ROOF -TOP AIR CONDITIONING UNIT FJ FINNED TUBE RADIATION S.D. SPL17TER DAMPER FX FLEXIBLE CONNECTION S.R. SUPPLY REGISTER F.L.D FUSIBLE LINK DAMPER U.N. UNIT HEATER G.C. GENERAL CONTRACTOR V.D. VOLUME DAMPER W.H. WALL HEATER ....... .. EXHAUST FAN. SCHEDULE EXH, FAN N 0. L ROOF OR OP ENING CURB TYPE CONTROLS Lvk]EMM Pf;?0VIM ALA, IA(-" W04 FWP," AWMIwI,4M cLAIk T PAmPsP.'- olgp 5 Ai,,Ip Plecoiwla�C'T PUMP SCHEDULE PUMP No, SERVICE MFR. MODEL SIZE. SUCTION DISCHARGE GPM. HEAD RPM. H. P. NOTES 4K" P. 40 4 41 FINNED RADIATION SCHEDULE 1 FINNED TUBE No. L HT. LOAD B HR. LE GTtf FIN. SIZE PIPE SIZE IL G. P. M. 0 MEAN. WAT.1 1 TEMP. 1 MTG. HT, TOP CAB. A.F.F. Elm mimmm loolmolm� mj�mj wimmi UNIT HEATER SCHEDULE UNIT HTR. No. MFR. SIZE MODEL H.P. R.P.M. C.F.M. BTU / HR. G.P.M. NOTES '�CWA 56 ++S1 '147 4a* 243,540 2,0 rtWDe Afh tZKWq%,!g VtK116AI, L6VVe4le6 WALL HEATER SCHEDULE WALL HTR. No. MFR. MODEL No. AV. WAT TEMP. mom, mm' IVKWKO,�� -TOV.0 1216-741-86,00 42-7~K, W170/1, K61 500, 500 WA-If4,' tvVaLs' rtew/u;t: 1411' -NwW*%f Anderson la roc%aeron: architects and planners 22 purchase street • rye - new york 10580 wvrf*r e• tietien, p.e. - consulting engineer 68 purchase street • rye • new york '105W CEILING D]FFUSER SCHEDULE CEILING DIFF. NoIII +s RETURN EXH. No. MODEL SUPPLY REGISTER SCHEDULE SUPPLY REG. No. ---------- EXHAUST FAN RUBBER ISOLATION PAD COUNTER FLASHING BY H.C. 12" HIGI I WELDED 16 GA. ALUM. PRE-FAB CURB I DABACKDRAFT MPER - !i0T W—ATLR BOILER \—S" HIGH REINF. CONC. PAD HOT WATER BOILER PIPING SCHEMATIC DUCT COLLAR ROOF INSULATION BY OTHERS ROOF OPENING ROOF FAN DETAIL 2 �H - 2'/ NOT TO SCALE 60M GAf Er VALVE WS & R MAINS U .... ....... ..... . ..... 11 . .............. .......... COMBINATION SHUT-OFF VALVE 1/2" HWS & R AQUASTAT AS BIULT DRAWING DR 19 ROOF TOP A/C UNIT --,—AIR & WATER TIGHT GASKET AROUND ENTIRE PERIMETER OF CURB COUNTER FLASHING BY H.C. PRE-FAB INSULATED CURB BY H.C. ROOFING CARRIED UP CURB BY G.C. DUCT /n! ROOF INSULATION BY G.0 (TYP-) 2" THICK THERMAL & ACOUSTIC INSULATION STEEL ROOF DECK CARRY ROOFING, UP CURB 110o � ,} 10 GA. x !r WIDE PLATE -UNDER ENTIRE PERIMETER OF CURB 5" RIGID BOARD INSUL. TACKED TO SLAB WITHIN ENTIRE CURB BY H.C. 6" FIBERGLASS BLANKET WITHIN ROOF DECK BY OTHERS ENTIRE CURB BY H.C. �ftf i9 ae ?1z'