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Home My WebLink About3390Ak Alk Ad I rAfth 01 � "A�M I � A Villa,ge�,ion L...#e artment;;j Rye B e or I .. e rook N WY H 11 T the homas, E> U P www.TheThomasGroup.com- 0 Am A 0 Am 46 AM 10 Ij 1i;kWM;*;1 . w Is 0 M" Drawing Usi® StandardSymbols REFERENCE BUBBLE DETAILNUMBER T1 Title Sheet &Symbols & bbreviations • ,,,=STANDARD DRAWING NUMBER t i�aR DRAWING TITLE + SCALE • +Vii a sggF* 2 2 BUILDING aEt+T10N TS i Boundary and Topographic Survey of the King Street A� � Site - Area A WALL SECTION TS2 Boundary and Topographic Sur Yey of the King Street Site - Area A� ELEVATION s: I .i1t5CraVn Ll Erosion Control Flan 4 A5 2 INTERIOR ELEVATION L2 Site Demolition Plan L100 Site Layout Plan and Details '`...►%2 DETAIL t L200 Site Grading, Drainage and Utility Ilan and Site Al2 `,, ,, f Details A SR dM I pp ROOM NAME AND NUMBER 1 01 Site Drainage an L202 Partial Enlarged Swale Details NORTH ARROW L300 Alternate Asphalt Paving Ilan, GLI. CONTRACT LIMIT LINE Site Planting :Plan and Site Details PROPERTY LINE ,� L4W Site Details " " "" COLUMN CENTER LIME L401 SynffieficSurface Linestriping Plan and Details ----�--0----- CUT LINE L402 Details and Nates 91 MATCH LINT' Electeical Drawin -• CENTER LINE a E 100 Electrical Plan--,-°° DRAWING REVISION NUMBER EARTH GRAVEL SAND n. •+: CONCRETE NOTE. REFER TO FLASH PLANS fOR ROOM BR BOTTOM REGISTER OR GEILM REGISTER EMT ELECTRICAL METALLIC TUBING 6 GAS, GLYCOL KW KILOWATT MTH MARBLE THRESHOLD METER R RA RADIUS RETURN, REFRIGERANT RETURN AIR SK SL SINK SOUND LINED. SKYLIGHT UE U6 UNDERGROUND ELECTRIC UNDERGROUND NEW ASPHALT PAVING, OR TOP COURSE FINISH KEY BRDSP BRIDGING ORS GSK COURSE (5) COUNTERSINK ENG COD ENCLOSURE CDGE OF DECK 6A GAL GAUGE GALLON iKWH KV KILOWATT PER HOUR KILOVOLT MIR MULL MULLION RAI? RADIATION SLC SILLOOCK UM UNIT HEATER UNFINISHED BR6 BEARING OSMT CASEMENT E05 EDGE Of SLAB GALV GALVANIZED KVA KILOVOLT AMPERE MVEJ MASONRY VENEER EXPANSION JOINT RAF RETURN AIR FAN, RESILIENT ATHLETIC FLOORING SLV SLEEVE UNF U UNIFORM , . NEW HEAVY-DUTY ASPHALT PAVING AAC AAD ASBESTOS ABATEMENT CONTRACTOR BRK BRICK AUTOMATIC AIR DAMPER BRSH BRICKSHi:LF CT COMPUTER TERMINAL, CERAMIC BASE TILE EGO EQC EQUAL. EQUIVALENT EQUIPMENT CONTRACTOR GA5K 6C GASKET (ED) GENERAL CONTRACT COR? L LENGTH, LONG N NORTM, NO WORK REQUIRED RB RC RESILIENT BASE ROOFING CONTRACT (OR) SLVR SMM STORM LOUVER SANITARY MANHOLE U NO UNLESS NOTED OTHERWISE AB AO ANCHOR BOLT BRZ BRONZE SIDESTH AIR CONDITIONING, ALTERNATING CURRENT B5 BOTH BOTTOM OF STAIR CTD OTOP COATED COUNTER T®P EQUIF CQUI PENT 6CMU GLAZED CONCRETE MASONRY UNIT LAS LAD LABORATORY LADDER NAT NO NATURAL NORMALLY CLOSED RCA RCP RECYCLED CONCRETE AGGREGATE REINFORCED CONCRETE PIPE $06 SP SLAB ON GRADE STATIC PRESSURE, STANDPIPE, SPACE UR UT URINAL UNDERGROUND TELEPHONE REMOVE AND REPLACE ASPHALT PAVING ACGMP ASPHALT COATED GORR. METAL PIPE 55MT BASEMENT CTR CENTER ES ESF EXPOSED SURFACE. EXPOSED STRUCTURE ELASTIC SHEET FLASHING GOC? of GRADE CLEANOUT GROUND FACE LAM LAMINATE CD) NEC NATIONAL ELECTRIC CODE ROU REMOTE CONDENSING UNIT SPEC SPECIFICATION (5) SPRINKLER UV UNIT VENTILATOR ACM ACT ASBESTOS CONTAINING MATERIAL BSPL BACKSPLASH ACOUSTICAL CEILING TILE BT BENT CU GUM cubic CABINET UNIT HEATER CSM CLASTIC SHEET MEMBRANE GL GLASS; GLAZING LAT LAV LEAVING AIR TEMPERATURE LAVATORY NE6 NCUT NEGATIVE NEUTRALIZATION REO RECEPT ROOF DRAIN RECEPTACLE SPKR SPL SPECIAL V VENT, VOLT CONCRETE MA50NRY UNITS ACU AD AIR CONDITIONING UNIT BTU BRITISH THERMAL UNITS AREA DRAIN BTUIH BRITISH THERMAL UNITS PER HOUR CV OW CONVECTOR, CURB VALVE COLD WATER EW EWC EACH WAY ELECTRIC WATER COOLER OND GPM GROUND GALLONS PER MINUTE LB POUND NIC NOT IN CONTRACT REF REFL REFERENCE REFLECT CED) LIVE) COR) so 55 SQUARE STAINLESS STEEL VAR 'YARN VARIES VARIABLE VINYL 'I ADA AMERICAN DISABILITIES ACT BUR BUILT-UP ROOFING GWR CHILLED WATER RETURN CWT CXH ENTERING WATER TEMPERATURE EXHAUST OR 65 GRADE (NO). GLYCOL RETURN GLYCOL SUPPLY LBL LC LABEL LANDSCAPE CONTRACTOR (SITE) NO NOM NUMBER. NORMALLY OPEN NOMINAL REFR REFRIGERATOR SST STRUCTURAL STEEL TUBING VAT VINYL ASBESTOS TELE BRICK ADD ALL ADDENDUM BW BOTTOM OF WALL GWS GHLLED WATER SUPPLY CX6 EXISTING GVL GRAVEL LCC LEAD COATED COPPER NRC NOISE REDUCTION COEFFICIENT REG REGISTER $T STORM, STORAGE VAV VARIABLE' AIR VOLUME ADDL ADDITIONAL BWO BACK WATER VALVE OW'S CERAMIC WALL TILE TYPE I CXP EXPAN51ON GWB GYPSUM WALL BOARD LDR LEADER NIS NOT TO SCALE REINF REINFORCE co) CINe) STA STC STATION SHOWER TEMPERATURE CONTROLLER, VB VGB VACUUM BREAKER, VAPOR RETARDER BARRIER VENTED COVE BASE ADH AEDJ ADHESIVE ADJACENT CI CARPET TYPE I DI DANCE FLOORING TYPE l EXT EXTERIOR, EXTERNAL GYP GYPSUM LEV LF LEVEL LINEAR FOOT OA OVERALL, OUTSIDE AIR REM REGIO REMOVED REAL RED STAINED CONCRETE VOT VINYL COMPOSITE TILE 5TQ1VIs ADR ACCESS DOOR O CONDUIT, CONVECTOR, CONOCNSOR, ARCH. EXPOSED STRUCTURAL STEEL COMMON D DB DIESEL FUEL, DEPTH DRY BLI BA FAHRENHEIT M HEIGHT LFMC LIQUID -TIGHT FLEXIBLE METAL CONDUIT OC ON CENTER RESIT. RESILIENT RETURN STD ST6 STANDARD SEATING VD VERM VOLUME DAMPER VERMICULITE AE5S Aff ABOVE FINISH FLOOR CA COMPRESSED AIR DO DIRECT CURRENT ETRE ALARM HB MDSE BGE► LFNO LG LIQUID -TIGHT FLEXIBLE NONMETALLIC CONDUIT LENGTH, LONG OD OH OUTSIDE DIAMETER OVERHEAD RET REV RETAINING. REVISION. REVISED 'STL STEEL VERT VERTICAL METAL, STEEL AM ACCESS MATCH GAB CABINET DDO DE DIRECT DIGITAL CONTROL DELONIZED WATER FAI FCU FRESH AIR INTAKE FAN COOLING UNIT MBD MC HARD BOARD HEATING CONTRACT (OR) HANDICAP L61 LARGE GROUP INSTRUCTION OPN6 OPEi+IN6 RF RUBBER FLOORING STN STOR STAIN (ED) STORAGE VCST VESTIBULE AMU AIB AR HANDLING UNIT CATV CABLE TELEVISION AI: INFILTRATION BARRIER CB CATCH BASIN. CIRCUIT BREAKER, DEG DEGREES FD FDC FLOOR DRAIN, EIRE DAMPER FIRE DEPARTMENT CONNECTION MOR MCS MOT/CMI.LED RETURN HDT/CHILLED SUPPLY LH LIN LEFT HAND LINEAR OPP Off MD OPPOSITE OPPOSITE BAND RF6 RFM ROOFING ROOF HATCH STRU SURF STRUOTURAL SURFACE VIF VIN VERIFY IN FIELD VINYL PLYWOOD ALT ALTS ALTERNATE CHALKBOARD ACOUSTICALLY TICALLY LEtVED TRANSFER BOX CCTV CLOSED CIRCUIT TELEVISION DEMO DEMOLISH CED) CION) FE FEC FIRE EXTINGLIISMER FIRE EXTINO"ER CABINET HD HDPE HEAVY DUTY HIGH DENSITY POLYETHYLENE LKR LL LOCKER LIVE LOAD P PAINT RFM RG RECESSED FLOOR MAT RETURN GRILLE ,USP SV SUSPENDINY SHEET VINYL, STEAM VENT yT VNR VITREOL*a TILE VENEER ALIN IN ALTERATION OD CEILING DIFFUSER, CONDENSATE DRAIN DET DF DETAIL DRINKING FOUNTAIN fF FINISH FLOOR, FACTORY FINISH MOR HEADER LP LOW PRESSURE PAR PARALLEL Rea RIGID GALVANIZED STEEL SW SWITCH SOFTENED WATER VOL VOLUME FINISHED WOOD TRIM ALUM ALUMINUMOEM CEMENT DH DOUBLE HUNG fFE FINISH FLOOR ELEVATION HDW HARDWARE LPO LOW PRESSURE CONDENSATE PART PARTITION KM RICHT HAND SWCE SERVICE WEIGHT CAST IRON VTR VENT THROUGH ROOF AMP ANOD AMPERE CER CERAMIC ANODIZED CF CUBIC FEET, CEILING FAN DHU DEHUMIDIFICATION UNIT EFL F6 FINISH FLOOR LINE FLOOR GRILLE HG HOT GLYCOL LP5 LPT LOW FRE56URE STEAM LOW POINT PC PLUMBING CONTRACT COR) PIGMENTED CONCRETE RHO RI REHEAT COL ROUGH -IN SYM YIN SYMiNtETRIGAL SYNTHETIC VWO VINYL WALL COVERING ROUGH WOOD ANT ACID NEUTRALIZATION TANK CFM CUBIC FEET PER MINUTE DISTILLED WATER, DROP INLET, DUCTILE IRON DIAMETER FH FIRE HYDRANT HI' MM HIGH IMPACT PANEL HOLLOW METAL LS LINOLEUM'S SHEET PCC PRECAST CONCRETE RL RAIN LEADER Y5 SYSTEM W WEST. WIDTH. WIDE. WASTE, WATT AP ACCESS PANEL CFMF COLD FORMED METAL FRAMING DIA DIAD DIAGONAL FMC FIRE HOSE CABINET HORZ HORIZONTAL LT LIGHT, LINOLEUM ILE PE PORCELAIN ENAMEL RLG RAIL CINE) WB WET BULB APPROX. APPROXIMATE CLY) OFT CERAMIC FLOOR TILE DM DIMENSION FIN FINISH (ED) MP HORSEPOWER, tIGM PRESSURE. HEAT PUMP LTL LINTEL PERF PERFORATE CION) CEO) RM ROOM T TREAD, TOP, TOILET ROOM, TERRAZZO, TONS yyG WATER CLOSET, WALE COVERING INSULATION CLa OR BATT) ARCH ARCHITECT CURAC) CO CEILING GRILLE DISf' DISPENSER FRI FIXTURE HPO HIGH PERFORMANCE COATING LV LOW VOLTAGE PERI PERIMETER RMC RIGID METAL CONDUIT T5 TOP AND BOTTOM, TACK BOARD, WD WOOD ARC AR SEPARATOR CMAN CHANNEL SEPARATOR DIST DISTANCE FL FLUSH HPL MEGM PRESSURE LAMINATE LVR LOUVER PERP PERPENDICULAR RNC RIGID NONMETALLIC CONDUIT TERRAZZO BASE WDW WINDOW ASB AIR CHAN CEILING HUNG UNIT VENTILATOR DN DIVISION fLD FLOOR DUCT MR HANDRAIL, HOUR LWT LEAVING WATER TEMPERATURE PL PLATE, PROPERTY LIVE RNT RUNNING TRAP TBD TO BE DETERMINED WDWC WINDOW CONTRACTOR RIGID INSULATION A55 ASPHALT G CAST IRON DL DEAD LOAD FLEX FLEXIBLE HT HEIGHT PLAM PLASTIC LAMINATE RO ROUGH OPENING TO TEMPERATURE CONTROL, TEMPERED CLEAR, WF WASH FOUNTAIN ATV ATMOSPMC'RIC VENT CIP CAST IN PLACE DN DOWN FLO FLASHING MTG MEATINf/'VENTILATIN6JAIR CONDITIONING MAN MANUAL PLA, PLASTER. PLASTIC ROW RIGHT OF WAY TELECOMMUNICATIONS CONTRACTOR, W6 WALL GRILLE, WATER GAUGE AUO AUDITORIUM CIRC CIRCUMFERENCE DN DITTO D FLR FLOOR (INC) HVAC HEATIN6IYENTILATINGIAIR CONDITIONING MAS MASONRY PLF POUNDS PER LINEAR FOOT RPM REVOLUTIONS PER MINUTE TOP OF CURB WH WALL HUNG, WALL HYDRANT CERAMIC TILE AUTO AUTOMATIC CJ CONTROL JOINT DP DITTO >OF (ENG) FLUOR FLUORESCENT MVU HEATINC7 AND VENTILATING UNIT MAT MATERIAL PLYWD PLYWOOD RR REMOVE EXISTI S AND REPLACE WITH NEW TDV TRIPLE DUTY VALVE W1 WROUGHT IRON AV ACID VENT CL CENTER LINE DPR DAMPER FM FLOOR MOUNTED MW HOT WATER MAU MAKE UP AIR UNIT PM PLUGMOLD RS RUBBER STAIR TREAD/RISER TEL TELEPHONE WM WIREMOLD AVE AVERAGE CLO CEILING DR DOOR, DEEP RIB FMC FLEXIBLE METAL CONDUIT MWM HOT WATER HEATER MAX MAXIMUM PNL PANEL RTIC ROOF TOP HOOD TEMP TEMPERATURE WP WATER PROOFING, WORKING POINT ACOUSTICAL PANEL AVTR ACID VENT THRU ROOF OLKG CAULKING FND FOUNDATION MWP HOT WATER PUMP MB MARKER BOARD POO POINT OF CURVATURE, POINT OF RTU ROOF TOP UNIT T6 TDP GRILLE, TONGUE AND GROOVE WR WATER REPELLENT, WIDE RIB, WALL REGISTER AW ACID WASTE CLL CONTRACT LIMIT LINE CLR CLEAR (TNG) DWG DS DRAWN& DOWNSPOUT, DRAINAGE STRUCTURE FOB FREIGHT ON BOARD, FLAT ON BOTTOM MWR HOT WATER RETURN MBM THOUSAND BTUH CONNEOTION RW RAW WATER THIK THR THICKNESS THRESHOLD W5 WSCT WATER STOP WAINSCOT C7LA'S5 CLARf7E SCALE) B BOILER. BRICK. BOTTOM CLRM CLASSROOM DT DRAIN TILE ANCHOR FOG FOR FUEL OIL GAUGE FUEL OIL RETURN MWS MV HOT WATER SUPPLY HIGH VOLTAGE MBR MD MEMBER MOTORIZED DAMPER FOL POS POLI5MeD POSITIVE 5 SOUTH, SUPPLY TME TO MATCH EXISTING WT WEIGHT PLASTER, CEMENT, GROUT BBD BOILER SLOWDOWN CMP CORRUGATED METAL PANEL DTA DOVETAIL FOS FUEL OIL SUPPLY ME MECHANICAL EQUIPMENT POT POINT OF TANGENCY 5A SUPPLY AIR TMV THERMOSTATIC MIXING VALVE WWMP WATER TO WATER MEAT PUMP BC BCU BOTTOM OF CURB CMT CERAMIC MOSAIC TILE BLOWER COI. UNIT CMU CONCRETE MASONRY UNIT OIL DW DETAIL DUMBWAITER, DISHWASHER FOT FP FLAT ON TOP FIREPROOF (NO) ID INSIDE DWtTER MECH MED MECHANICAL MEDIUM PR PRE PAIR POWER ROOF SAN SA5 SANITARY SMOOTH ALL SIDES TOD TOF TOP OF DUCT TOP OF FASCIA WWM WO WELDED WIRE MESH WITH GYP5UM WALT, BOARD BD BOARD CO CLEAN OUT DWL DOWEL FPM FEET PER MINUTE IE IN INVERT ELEVATION INCHES MEMO MEMBRANE PREP .EXHAUSTER PREPARE CATION) SO SOLED CORE, SILL COCK. SEALED CONCRETE TOL TOLERANCE WIO WITHOUT RESILIENT FLOORING BDD BACKDRAFT DAMPER COOP CLEAN OUT DECK PLATE DWR DRAWER FR FRAME, FLOOR REGISTER INCL INCLUDE (D) (IN&) MEZZ MEZZANINE PRF PREFORMED SOMED SCHEDULE TOM TOP OF MASONRY OFF BACK FLOW PREVENTER COL COLUMN E EAST FRA FRESH AIR INS INSULATE (D) (ION) Mf MIXING FAUCET PROJ PROJECT SCT STRUCTURAL CLAY TILE TOP TOP OF PIPE, TOP Of PIER XHCi EXTRA HEAVY CAST IRON Be BIT BOTTOM GRILLE COMB COMBINATION BITUMINOUS OOMP COMPRESS CED) (ION) CIBLE). COMPOSITE EA EXHAUST AIR. EACH FRO FR? FIRE RE56TANT COATING FIBERGLASS REINFORCED PANEL INT INTERIOR MFR MH MANUFACTURE (R) MAN HOLE P5 PSF PAINT EXPOSED STRUCTUREIDECK POUNDS PEER SQUARE FOOT 5D STORM DRAIN, SPLITTER DAMPER, SMOKE DAMPER TOS TPART TOP OF STEEL. TOP OF STAIR TOILET PARTITION YO YARD DRAIN, YARD�✓✓✓��✓ TERRAZZO BLDG BUILDING GONG CONCRETE EAT EB ENTERING AIR TEMPERATURE EXPANSION BOLT FRT FIRE RETARDANT INV IF INVERT IRON PIPE MIN MINIMUM PSI POUNDS PER SQUARE INCH SEC SECTION TR TOP REGISTER `�✓✓ ✓✓ BLK BLKG BLOCK COND CONDENSATE BLOCKING CONN CONNECTION EC ELECTRICAL CONTRACTOR F5 fSD FLOOR SINK FIRE AND SMOKE DAMPER IPS IW IRON PIPE SIZE INDIRECT WASTE MIR MESO MIRROR MISCELLANEOUS PT PTD PONT. PORCEUAN TILE PAINTED 5F SGI SQUARE FEET SMALL GROUP INSTRUCTION TRN IS TRANSOM TOP Of STAIR STRUCTURAL GLAZED TILE BM BEAM CONST CONSTRUCTION Ef EACH FACE. EXHAUST FAN FT FEET MO MASONRY OPENINO PTP PRESSURE TREATED PRESERVATIVE SGT STRUCTURAL GLAZED TILE TV TELEVISION BO BY OTHERS CONT CONTINOUS EJ EXPAN51ON .JOINT FTG FOOTING J JANITORS CLOSET MOD MODULE (OR) MODEL PTFR PRESSURE TREATED FIRE RETARDANT SH SHELF. SHELVING, SMOKE MATCH TW TEMPERED WATER, TOP OF WALL BOD BOTTOM OF DUCT CONTR CONTRACT CORS CLEC CLEM ELECTRIC CAL) ELEMENT FTR FIN TUBE RADIATION JAN JANITORS CLOSET MP MULTIOOLOR PAINT PVC POLYVINYL CHLORIDE SHR SHOWER. SHEAR WALL TYP TYPICAL BOF BOS BOTTOM OF FOOTING COORD COORDINATE BOTTOM OF STEEL CORR CORRUGATED, CORRIDOR CLEV ELEVATION, ELEVATOR FV FLUSH VALVE JB JC JANITORS BOX JANITORS CLOSET MR MT MDP RECEPTOR MOUNT PNMT PWE PAVEMENT POWER WALL EXHAUSTER SH7 SHEET SHEATHING UC UNDERCUT BOT BOTTOM COW? 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NOTE h DIMENSION LINE FROM SEE DETAIL 7/L402 6ATE POST TO 0 FOR, ADDITIONAL SYNTMET110 FINISH GRADE AT CENTER OF RADIU5 GATE TURF SECTION INFO ' MATION LAWN AREAS POST lDIMEN51ON If FROM UTILITY POL TO I 0 IN I a CENTER OF Lai .. ........ 0 CIRF@ HT, BLACK PVC, COATED CHAN NEW 72 CHAN !,X9 FENCE TREE: 0 4 LINE.CTYP) tIN-Asm �VNG ILITY INK ENCE. START 0 CORNER OF NEW PRECAST 0 UT LI To 0 `kQW wzdss 4 . SHOWN. PROVIDE 12' DOUBLE SWIN6 GATE PEN AWAY FROM PARKING. to T 5OLLARD. GATE TO 0 ... ........ I153 R2ro' PROVIDE 12'xlZ', G" DEPTH MIN., CRUSHED STONE PAD E RAW1 IEN510N LN ILITY POL ifl- IFOR PLACEMENT OF STORAGE BUILDING lot DiMENSIO SIMILAR TO THE I0'-G"xtO'-0" SCHWEITZER FIRE HYDRA T TO PRECAST UTILITY BUILDING, BY CXT PRECAST PRODUCTS CENTER OF RADIUS 3808 NORTH 5ULIVAN RD, BLDG. 7 AL POST #AOLV WT L SPOKANE, WA. 9921 ro. PMONE#800-GG3-578q CDOUBLE DOORS TO FACE PARKING LOT AND BUILDING WELL OOMPACT0 104'-I O' OF NEW FENCE POST) C UZORAVE --7---,,Cv0RNER TO BE WITHIN 4 RETE ED&E. .0Nr EXG FIRE PROVIDE CONTROL JOINT STAIRS Wit �A� DETAL MY 5 EVERY 301 MIN. CTYP) 335 EX CONO. WALK AND LT P&IM0 . I �c \ , E NE COLLECTOR PIPE TRENCH -RI O' B TO REMAIN --WALL SEE DRAWING L201 TYP ...... 12 C"Alu I MMA(CE IWQE, OL 12' $)"MET 0LF±,G1 MT. BLACK FVC COATED CHAIN Synthetic Surface Edge @ Lawn 1,3 E,': AWIMO, 9VALTERNATE, -1'' . ..... LINK FENCE FROM NEW GATE P105T TO EXC7� G 7 ADJACENT STONE WALL AS SHOWN. NTS 9 NfN SYNTM !C IN --THIS AREA'..tTYI . 10ALY - ...... OVIDE fLU*0n L.-VNLAV1Vr4* [or ..... ... TWEEN EX6. STREET, WALKS ME I K." =vKr AtOL r &I.L.w ZP6%0wr%1. %__11 I - GAS ; D CURBS TO REMAIN AND .3f ....... 'M RUBBER/SAND MIX ,CONCRETE EDGE WITH NE: ASPHALT PAVING IN ,AULK. ADHESIVE C C-014PO511TE DRAIN THI �REA. (TYPICAL) NOTE ..... ..... . .... .... I 1PAJAR) ASPHALT PAVING . ...... SEE DETAIL 7/L402 %4,t* FROVDE 5;WIDr PAINTED Li TRIf FOR ADDITIONAL SYNTHETIC ......... Pie CROSSWALK SEE LXTALr AS SOOWN. TURF SECTION INrORMATION (TYf`.fN, .. .......... OOKABLE I Go 42' 2G, WIDE rW TRE DOUBLE 6 ING GAT NL r T"\' PAWN MWAT—mm, HUM RIAIDffliwi fWA, - - ---- -- -- -- LINECTYP3 ....... Iq ... .. C, >.flr,, �,FARKINe . STALL�S ........... A ................ . ......... I...... OFE ILAWN:L .. .. ..... Z;� AND ';500'-rOK. L TYPICAL EXG CONC. WALK AND P, 5, . ..... APM&T EA_VM. SAM CURB TO REMAIN r ........ PARKIN& STALL PROVIDE 8- TYPE: '21 FILL SIMILAR ........ . ... ... . ..... V�.DRAWINS'-� ASPHALT- I*AV1N5-,A.T PERIMETER TO TH15 DETAIL AS PART OF THE Tt ...... ...... SEE RAWING L201 4C"% TO BE PART OF . . . . . . . . . . . . . . . .4 N 4&LAfb.wTA CHO UW FE r . . . . . . .......... p , BASE BID. DINDER COURSE AND TOP C)ALTERNATE L-1. SEE DRAWINI�FOO ....... .. ... ... rl 2 Ir , k --f^ W,'(TYPAN-2) ....... k44W 31 OLF:t GI HT. BLACK .......... ..... PVC, COATED CHAIN ......... .. . .... LINK FENCE. (START 0 ... .......... . ...... . . CORNER OF EXO. WOOD FENCE AND END 0 NEW . ......... ........... ....... ...... CONCRETE EDGE. ....... ..... . 2G' WOE DOUBLE ...... . .. .... PROVIDE CONTROL .. .... ........... ....... SWING GATE) JOINT ]EVERY 30, MIN. CTYF) . ..... .... . . . . . . . . . . . . . . . . . . . . . . . . . . IPAVING' _H) SEE DRAWING LZOI COLLECTOR FIFE TRENCH M - "CORT EZ PRECAST GONGRETE FLUSH BY GXT PRECAST PRODUCTS Synthedc Surke Edge Asphalt Paving TOILET B DING AMM qAMA 380 8 M SULIVAN RD, BLDG. 7 It - 'COORDINATE, ALL -WORK �-WITMIN, f: RI 5' M NT -6 -S'" -CTYFICAL) 114121 G. PMONE#8OO-GG3-57Bq NITS .,,.,.,.WITM.TfNNE56Cf, �A ELNE*0OMPANY. SP K A. .... ..... . .. D 18'xG DEPTH MIN. CRUSHED STONE PAD 'AS. MENT.- CONTACT NICN- DrCESAR.r, AT PR !G3 GO] A Ov A�,' R MA JFACTURER5 SPECIFICATION .5 T .OQQRDIN TE. SOFTBALL BACKSTOP ;�OR APPR ED EQUAL) I5G* 1 71 AND SIDLINE FENCING SEE DETAILS rl 2 �15 DIMENE90 .... ............ N LINE FR M FINISH GRADE AT UTILITY POLE: TO ... ....... I�SALIOO SYNTHETIC SURFACE . . . . . . . . . . . . . . . . . . . . . CENTER OF RADIUS TO BE FLU5h WITH ASPHALT TOFCOURSE OVER ....... ...... NEW ASPHALT FINISH Top OF FENCE POST FOOTINGS. . ......... ........... N GRADE AT ALL CTYPICAL ALL LOCATIONS) DILA _UT RIM=I 93.q5 (TYIP) 2 �/7 SwiTHE M, C AT FINISH OR (D E-'DIZAWKG'L300,'r.OR.'-ALTE-RNATE,, - LOCATIONS. ASPHALT PAVINO. .. . . . . SEE DRAWING LIO0 Sr PHALT'PAVINC7,AT'F-ERIMETE:R'-OF AS ................ . . . (TYPICAL)i . . . . . . . . . . . .......... i...... ... .. .... SEE: DRAW L201 ... . ...... . NT SY METIC," ........... ... . ... -DRAWING 4b FOR Aa �E Kr AGE, LINE$TRIFIN.G,.'AND,,GOLOR,'INFO . ........ .. .. ..... ......... CMAN, LW 'MAIN ... ........ ............. ..... .. D'.0 ..... ...... .. ....... ...... -F -8" HT. - bLAC'K_'PVCL 00'ATE 1OL . . . ....... . L E................ 3�d ........ ........... �T M( i0T_z ......... . .................... ...... SEE: DRAWIN6 L201 UTILITY ... .. .... 72'-2' . ..... ..... ......... jq-k Tit" POLE . . . ..... . . . . . . lo ..... ..... .. ..... .. ... . N I 1, �4 r COCEEDGE WITH GAS CONTROL JOINTS MARKW' DIMEN51ON INE FROM EVERY 30' MINi r, 2 CHA FENW 4a-�0533) UTILITY PO TO (TYP) R3 �PK" r .1 ....... ..... ............ ........... ..... ... 411, �GENTER 0 RADIUS r L w SUBGRADIE OP 11��A WELL C-ONIPACTED FE7, INIDE eA1vvw_,4 OKST� ..... . ..... ND TEAM W.N -"*RE ... ... . .. .... ... DIMEN540 LINE FROM .4 ing MARBLE ONUMENT Edge Detail Softball Fend . . ........ '_*"�', I - - "_' , , -4 I.&IF ' TO CENJ�R OF RADIUS _0% �T CA IRON �4, MT- BLACK- FfNCE:�.WITM - 4. -WIDE. -SWING, -GATE _AKOUND,.TEAM.5ENCh ARE'A., . . . . . . ON 3r— ...... ...... f MAR&E SEE DWO. L2 I MONUMENT NEW TREE 70 -C;MAIN LF, 1,2'.,HT: .SLACK, PVC, COATED, NEW LINECTYP) . ...... ... ... .. LINE TYP) LINK. -FENCE'ALON6.16t BASE 1INE II.......... ..... IIMEN',�& LINE FROM 0 START NEW G!HT, 00 ICASTIRON ROD" AT CHAIN LINK FENCE AT EXG. WOOD TO THE BACK CORN Of IRON FIFE BACK FENCE CORNER. t LINE FROM ROPERTY LIKE COR )RIEN510 SOFTBA SOFTBALL HOME PLATE. CORNER 0 LL r r ME PLAI R1M=J q2-50 2 HAIN LW CBELOW OR!5g�, 141�4127LF± G' .HT. BLAC"VC, COATED EX6. WOOD E FENCE TO REMAIN CHAIN Lk FENCE. START FENC 3U-3- END Of NEW W��61) FENCE AND END NOT A FENC�E 0 RETAINING WALL BY OTHERS, IPF IRON !t APPROX. LOCATION OF EXG. tr I *OIRF VERIFY 6A$,LINE LOCATION PRIOR TO ANY PIPE 450 SANITARY LINE AND EASEMENT SEU FENCE: POST FOOTING INSTALLATIONS WITHIN IPAVM GAS LINE EASEMENT. COORDINATE WITH ZOI TENNESSEE GAS COMPANY TYF. If DRAWING U N44V COROSS INATCHED AREAS TYF) IRON PIPE 5ii N FkRM AN PROVIDE I PLAYER Ot 0 f L DIMENC:�4ON LINE FROM -20PI 0 M tL:Wr IL JAYPRO SP RTS 1`1141 -800-243-0533 PROVIDE 102LF:t OF IRON PIPE NEAR CORNER np* rye- w nn F*rw,.rle 7 i I %- 1.0 INSTALL IN FOO hIN t> PLK MANUr At, I UKEK t� W11111 , rlll_�14Z, TO THE BACK CORNER 0 0 TO MATCH HEIGHT, MATERIAL, e le e 0- RECOMMENDATIO`1�15. T AND COLOR OF ADJACEN G SOFTBALL HOME PLATE. EX6. WOOD FENCE 0 G 4F GO*23' EXG. WOOD 7ALA02- FENCE TO REMAIN 0 Section Thru Composite Drain START NEW ... . ....... ... -------- - - ------ WOOD FENCE - I AT EX6. WOOD I, .. ............ FENCE CORNER� 186.271W TO CENTER OF L 50 TARD LINE -i % \. 8.27G! TO 145OX EDGE OF 120 NEW OFFSET GOAL FOOTBALL END ZONE LINE5TRIFE POST W/ROUND Pool DRAWN6 L201 FOR 5YNTMETIG SURFACE P05T PROTECTOR PAD ORM DRAINAGE IN AND BASE ACCESS FRAME SEE DETAIL 7/L402 SECTION. PROP05ED EASEMENT FOR DEPTH INSERT KIT Z9 2!: LEVELING co BOLTS SEE 6RAWING L201 CENTERING RODS Site ut Plan 3G' 5QUARE 0 Note: GOAL POST MOUNTING DETAIL MAY 30 0 10 20 30 VARY AGOORDIN6 TO MANUFACTURERS IPF INSTALLATION INSTRUCTIONS. Goal Post Mounting Detall 0 to 40 N.T.S. CAPPED General Notes IALL WORK ON TH15 DRAWING TO BE PART OF THE 54TE WORK CONSTRUCTION CONTRACT UNLE55 OTHERWISE NOTED. 2. ALL BOUNDARY AND TOPOGRAPHIC INFORMATION INDICATED ON SITE PLAN OBTAINED FROM SURVEY TITLED ffTOPOGRAPHIC SURVEY OF KING STREET PARK" BY BOLTON LAND SURVEYING, F.C., LAND SURVEYOR. DATED 1/27/05. SURVEY DRAWING 6 PROVIDED FOR INFORMATION ONLY. IT 15 THE BASE INFORMATION USED TO PREPARE THE WORK INDICATED ON "L" SERIES DRAWING5. THE DATA INDICATED REGARDING EXISTING SURFACE CONDITIONS 15 NOT INTENDED AS REPRESENTATIONS OR WARRANTIES OF THEIR ACCURACY BY INCLUSION Of THIS SURVEY IN THE SET Of DOCUMENTS, THE THOMAS GROUP DOES NOT A55UME RESPONSIBILITY FOR ACCURACY Or THE SURVEY NOR FOR INTERPRETATION$ OR CONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR, IT 15 AL50 EXPRESSLY UNDERSTOOD THAT THE OWNER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLU51ON5 DRAWING THEREFROM BY THE CONTRACTOR. ERROR OF TOPOGRAPHIC INFORMATION WAS REQUIRED NOT TO EXCEED ONE HALF OF THE CONTOUR INTERVAL. 3. VERIFY ALL FX15TING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT OF ANY D150REPANCIE5 IMMEDIATELY. 4. NO ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUND UTILITIES ON THIS DRAWING. CONTACT U.F.P.O. AND LOCAL UTILITY COMPANIE5 TO VERIFY THE LOCATION OF ALL UTILITIES PRiOR TO TRENOhING OR EXCAVATION Of'ERATK)NEk. 5. CONTRACT LNIT LINE COLL) SHALL BE TEN FEET OUT51DE OF LIMITS OF WORK SHOWN ON THESE DRAWINGS LJNLE55 NOTED OTHERWISE - CONTRACTOR SHALL PROVIDE CONSTRUCTION/PROTECTIVE FENCING OR OTHER MEANS NECESSARY TO PROTECT WORK AND TO ENSURE SAFETY OF PEDESTRIAN AND VEHICULAR TRAFFIC DURING CONSTRUCTION. - �O theAdak 0 AITMTECHCOMPANY group %-ww.TheThomasGroup-com Tholmas Associates Architects Engineers 2 Recreation iDepartment Rye Brook, New York Athletic Field Construction at the King Street Property z T+ Project Nw. 5932 CENTERING RODS Site ut Plan 3G' 5QUARE 0 Note: GOAL POST MOUNTING DETAIL MAY 30 0 10 20 30 VARY AGOORDIN6 TO MANUFACTURERS IPF INSTALLATION INSTRUCTIONS. Goal Post Mounting Detall 0 to 40 N.T.S. CAPPED General Notes IALL WORK ON TH15 DRAWING TO BE PART OF THE 54TE WORK CONSTRUCTION CONTRACT UNLE55 OTHERWISE NOTED. 2. ALL BOUNDARY AND TOPOGRAPHIC INFORMATION INDICATED ON SITE PLAN OBTAINED FROM SURVEY TITLED ffTOPOGRAPHIC SURVEY OF KING STREET PARK" BY BOLTON LAND SURVEYING, F.C., LAND SURVEYOR. DATED 1/27/05. SURVEY DRAWING 6 PROVIDED FOR INFORMATION ONLY. IT 15 THE BASE INFORMATION USED TO PREPARE THE WORK INDICATED ON "L" SERIES DRAWING5. THE DATA INDICATED REGARDING EXISTING SURFACE CONDITIONS 15 NOT INTENDED AS REPRESENTATIONS OR WARRANTIES OF THEIR ACCURACY BY INCLUSION Of THIS SURVEY IN THE SET Of DOCUMENTS, THE THOMAS GROUP DOES NOT A55UME RESPONSIBILITY FOR ACCURACY Or THE SURVEY NOR FOR INTERPRETATION$ OR CONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR, IT 15 AL50 EXPRESSLY UNDERSTOOD THAT THE OWNER WILL NOT BE RESPONSIBLE FOR INTERPRETATIONS OR CONCLU51ON5 DRAWING THEREFROM BY THE CONTRACTOR. ERROR OF TOPOGRAPHIC INFORMATION WAS REQUIRED NOT TO EXCEED ONE HALF OF THE CONTOUR INTERVAL. 3. VERIFY ALL FX15TING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO COMMENCING WORK AND NOTIFY ARCHITECT OF ANY D150REPANCIE5 IMMEDIATELY. 4. NO ATTEMPT HAS BEEN MADE TO SHOW ALL UNDERGROUND UTILITIES ON THIS DRAWING. CONTACT U.F.P.O. AND LOCAL UTILITY COMPANIE5 TO VERIFY THE LOCATION OF ALL UTILITIES PRiOR TO TRENOhING OR EXCAVATION Of'ERATK)NEk. 5. CONTRACT LNIT LINE COLL) SHALL BE TEN FEET OUT51DE OF LIMITS OF WORK SHOWN ON THESE DRAWINGS LJNLE55 NOTED OTHERWISE - CONTRACTOR SHALL PROVIDE CONSTRUCTION/PROTECTIVE FENCING OR OTHER MEANS NECESSARY TO PROTECT WORK AND TO ENSURE SAFETY OF PEDESTRIAN AND VEHICULAR TRAFFIC DURING CONSTRUCTION. - theAdak 0 AITMTECHCOMPANY group %-ww.TheThomasGroup-com Tholmas Associates Architects Engineers Village of Rye Brook Recreation iDepartment Rye Brook, New York Athletic Field Construction at the King Street Property T+ Project Nw. 5932 . I 1 2 1 3 1 4 1 5 . 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SEE DRAWING L201 Ak - -11 . .0 �. 11_� APPROXIMATE LOCATION �1. "SAN IFE INVERT AND L ATION / NEW SERVICE r UK 5 I ORM r 146 - 408—_ -1 / � __� \ \, 3F � 1\ 1� % d I'll OF EXISTING 8' PVC IT Y ,�, \ IN FIELD. IFY ARCHITECT OF NY — . FROM STORMWATER I 1� - V LINE. PIPE LOCATION A INVERT \ " \ DISOREPANCI FRIOR TO CON UCTION .0 0 � Ar �1'11 (", k / COLLECTION DESIGN .1 TO BE FIELD VERIFIED P IOR TO \ %.,, \ OF NEW SANI LINE.) 0 � ThROUGh PROPOSED Nel � 11� I V, SR FANY NEW NITARY WORK \ ,! " \ EASEMENT IN THIS AREA. ,/ __�,/ G I J I.- % \ TIFY ARC ��,(. .* .0 __1) / _V SHOWN. NOTIFY, TEGT OF ANY \ ` � ) I , 0 1 %, % ) / X ANY DISCREPANCIES I THE . �1�11'\ \ . 4--il- 2j" SERVICE PIPE - G %�,,_,� \ / !") 0 % Vol .I:,/ I/ SW AND FIELD 't '% � le 1�> vk:�,� . \ " I I P1 on \A e,vq � I/ VERIFICATION$. 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I--,' 11 . �, \ %\ '�- �e� 19 t �. , /------, /-/�"' /!--,,,�, it I e \ " � � ,r_ I i � � � / il / __11 ---* -lea- a . :,i - , 4 1\ __ , � * I � I I / ___� I _* �,&>, � - - I \ (\ , \ \ , 1 '7�= - / :i . __,� I . a - - / I., � - � \ - — � - �f; , __� ___N\ ('�1'11 - \ EV "I'll � / . , I I zz� I �� =:: \ - � I % � . I � "I - \ I — � �_7=____— k:=-�` � ;! _1� " - -7-- I,. I[ ---- 11 ,,� , �` � � I , � - - ::��; - / � � ", 'I', \-, '� /"--�/-�//� .1 " `_ I— I— - A��, 1,� I - ... ;, , ,_- , , . -�Z� .." " __� - 1� 9� _ � ,- � I z',',,J,, " . .r - ... �,;� ". � �� 1___� . —_,, , , - _!�_�,�.� . ..... �'_ ,,, "", � =, ��,��_,. , ,�� = ','.'� = - 1`1 1� � 1.'!�,,� \\\ - __� �\ �_ _ _� I ��. .�_, , " � ='. �vrm_:4_�,�_ .��=�� ... : I \\I'— �_. - ��, �;N � " __ � I \ I e , ,,� �, "', 11 -_ I-- -1 "I RIM-1-,�,, A --, vn�a,k", , _�� - I \ ,.� �f" 1�1 � — — \ 1�,'�'k�A � ,�, — I � cp"_ � �, % '_ � __�,.�. -1-il —, ::,::,!!I::i:::;;:::! I I � 9N,� " ,0\',% . , \_�_I-,:�� tu 11,�,,,� -A- _ __ Vl, 1\ " I 125 I ------- __ I',— ,1,,,� " \ - ;;:7-' � * - - — !;" -�,* ,\ � F - 1.�_ �_ .1c"_ - - ____ - - 'A;� " . - ?, - V� �, z� -ktkf , I .?, FO ---- , - I C, -?' I �� , n��_ �t� - , - - 11 f �Ie, ___�_ 5, 5, - , I - b, - i�; _' � - 0� __"�,_� _11� - IPF I - '" 'f, - J�j , " �J , �,,,-�, / " ,,,,�� - - t /,-----",\ � %, - 11 % /111� ___:�� I - � \ � ) V, I - I 11� AvIk I 0. 1___� ,,, w _�, / I ) -1 � � " I I �� ( / ) I .e / � I I I � . . I � .1 ._________ , r— // ) _� LID + PLUG 1 I FIN. GRADE ----\ . — ", I 11 __ N , "" I , 11 "', \ / """, �', '�, ,,\, 11,_ \ , L 1, /,./I I , I �', 20 DIAMETER EXTENSION TYPE CURB BOX TELESCOPING ARCH PATTERN BOX - N.T.S. , /,�"/" , 1\1,�/ , `, I. ALL WORK TH15 DRAWING TO BE PART OF THE SITE WORK CONSTRUCTION CONTRACT UNLESS OTHERW15E NOTED. .4 � 1 2, REFER TO DRAWING LIOO FOR ADDITIONAL GENERAL NOTES. 3. FOR INFORMATION RE6ARDING 5U55URFACE CONDITIONS AT TEST BORING LOCATIONS, SEE PROJECT MANUAL SECTION 02300 -EARTHWORK. - 4. TOFSOL SMALL BE STRIPPED FROM "OUT AREA5�' TO FULL SPD AT LOCATIONS AGREED UPON AT THE PRECON5TRUCTION MEETING, MECHANICALLY SCREENED, THEN REDISTRIBUTED DURING FINAL GRADING OPERATIONS. . to 5, ALL TOPSOIL, IMPORTED AND FROM ON SITE, 5HALL BE I 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 Go OVER ALL AREAS OF STE WHERE EARTH HA5 BEEN EXPOSED BY EXCAVATING. CUTTING, FILLING OR GRADING EXCEPT WHERE ASPHALT OR CONCRETE PAVING 15 REQUIRED. CONTRACTOR SHALL IMPORT ADDITIONAL TOP50L 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 GAN TAKE PLACE BEFORE SEEDING 15 BEGUN. ' 8. EXCE&5 FILL MATERIAL TO BE REMOVED FROM THE 51TE AND LEGALLY DISPOSED OF (AS PER PROJECT MANUAL). - 9. � ALL AREAS NOT SPECIFICALLY INDICATED TO RECEIVE . IMPROVED SURFACING WITHIN THE CONTRACT LIMIT LINE CI.E. BUILDINS, ASPHALT. AND CONCRETE PAVING, CUR5ING, ETC.) SHALL BE FINE GRADED, SEEDED, FERTILIZED AND MULCHED A$ PER THE PROJECT MANUAL. VARIATIONS IN FINE GRADING . 5HALL NOT EXCEED TOLERANCES INDICATED IN SECTION Ci 02300 - EARTHWORK. . . � I 10. THE CONTRACTOR SHALL FIELD VERIFY'EXISTIN6 I TOPOGRAPHY PRIOR TO COMMENCEMENT OF EARTHWORK OPERATION, ANY ELEVATIONAL DISCREPANCIES 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 TOP06RAFHY INDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENTS TO THE CONTRACT WILL BE MADE FOR THE DISCREPANCIES bi BROUGHT TO THE OWNER'$ ATTENTION AFTER WORK HAS . BEGUN. I 11. ALL WATER PIPING BETWEEN MAIN AND BUILDING TO BE 2" TYPE K COPPER UNLESS OTHERWISE NOTED. - 12, ALL WATER FIFES BETWEEN BUILDING AND WATER SUPPLY GROUND BOXES TO BE 5DR 21 PVC. , 1 13� ALL SANITARY FIFE TO BE $DR 2G PVC. il- 21)� H &==l=Ml167=_ I I I Ak # Of I **!' 0 0 4w .11j*11110 0 1# \." " , /, ,/ / . . . I " 'I', "I, � � I NY5 ITEM # 703.02 � I" � " � 1, "", / \ "'.. �,, "',/' ;-.",/ � / ., � , ',..,� No. I + No. 2 ,,,,,\,,,,,. "/ 0 Masociates C,RU5HED 5TONE I -- " , ,,�.-,- ,,,,, " 1. � ..J I � 1. I , COVERED WITH I � " " ",-, " �,"11/� �, f-11 POLYETHELENE .// I ��, , 2 ,,';�,) 11`� � , , , , , ,,�_A� 5MEETING , ". -, ,_ I " " I — I , � _r 2' WATER "I I'll p,,,�-_ SERVICE I, � I,/. *1 2" WATER SERVICE � � , , ,/,�: � � 14 " . � —EX15TING WATER MAIN CURB STOP I I , ,,-�I,i�-' , �_. _� . // . _ ., _-f5--�- CONC. BEARING'\,,' _5, BLOCK ,� , -, r- �. '.. ,� , -1 � , I',, 11 I se,c,tiom \Iie'N 1, , , Service Installation � Detail � I N.T.S. , /,�"/" , 1\1,�/ , `, I. ALL WORK TH15 DRAWING TO BE PART OF THE SITE WORK CONSTRUCTION CONTRACT UNLESS OTHERW15E NOTED. .4 � 1 2, REFER TO DRAWING LIOO FOR ADDITIONAL GENERAL NOTES. 3. FOR INFORMATION RE6ARDING 5U55URFACE CONDITIONS AT TEST BORING LOCATIONS, SEE PROJECT MANUAL SECTION 02300 -EARTHWORK. - 4. TOFSOL SMALL BE STRIPPED FROM "OUT AREA5�' TO FULL SPD AT LOCATIONS AGREED UPON AT THE PRECON5TRUCTION MEETING, MECHANICALLY SCREENED, THEN REDISTRIBUTED DURING FINAL GRADING OPERATIONS. . to 5, ALL TOPSOIL, IMPORTED AND FROM ON SITE, 5HALL BE I 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 Go OVER ALL AREAS OF STE WHERE EARTH HA5 BEEN EXPOSED BY EXCAVATING. CUTTING, FILLING OR GRADING EXCEPT WHERE ASPHALT OR CONCRETE PAVING 15 REQUIRED. CONTRACTOR SHALL IMPORT ADDITIONAL TOP50L 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 GAN TAKE PLACE BEFORE SEEDING 15 BEGUN. ' 8. EXCE&5 FILL MATERIAL TO BE REMOVED FROM THE 51TE AND LEGALLY DISPOSED OF (AS PER PROJECT MANUAL). - 9. � ALL AREAS NOT SPECIFICALLY INDICATED TO RECEIVE . IMPROVED SURFACING WITHIN THE CONTRACT LIMIT LINE CI.E. BUILDINS, ASPHALT. AND CONCRETE PAVING, CUR5ING, ETC.) SHALL BE FINE GRADED, SEEDED, FERTILIZED AND MULCHED A$ PER THE PROJECT MANUAL. VARIATIONS IN FINE GRADING . 5HALL NOT EXCEED TOLERANCES INDICATED IN SECTION Ci 02300 - EARTHWORK. . . � I 10. THE CONTRACTOR SHALL FIELD VERIFY'EXISTIN6 I TOPOGRAPHY PRIOR TO COMMENCEMENT OF EARTHWORK OPERATION, ANY ELEVATIONAL DISCREPANCIES 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 TOP06RAFHY INDICATED ON THE DRAWINGS AS ACCURATE. NO ADJUSTMENTS TO THE CONTRACT WILL BE MADE FOR THE DISCREPANCIES bi BROUGHT TO THE OWNER'$ ATTENTION AFTER WORK HAS . BEGUN. I 11. ALL WATER PIPING BETWEEN MAIN AND BUILDING TO BE 2" TYPE K COPPER UNLESS OTHERWISE NOTED. - 12, ALL WATER FIFES BETWEEN BUILDING AND WATER SUPPLY GROUND BOXES TO BE 5DR 21 PVC. , 1 13� ALL SANITARY FIFE TO BE $DR 2G PVC. il- 21)� H &==l=Ml167=_ I I I Ak # Of I **!' 0 0 4w .11j*11110 0 1# \." " , /, ,/ / ; --,---,- -- -- - ---- -- -- -- I I I : Village of Rye Brook Drawn by: ; L ! � i I � Recreation Department 1, "", / \ "'.. �,, "',/' ;-.",/ � / ., � , ',..,� , I i Rye Brook, New York Tholmas Masociates 1 �`,,,',,:� �,,IIV � , I ., ',�,' '. < / ,\ '11,� ..J Architects + Engineers �,"11/� 11`� � , , . I � '' - � ''I � � - I. � ` 11, :,., a ,1 . /�'. Site Grading, Drainage, and Utility Plan .e� . '�_ \ I -',,, ',,�',, and Site Details _-,� ,,�, ,;�i I .1 , I , 1. � � .%, // / I,-11 , 1� /, _ 1, ,, � -.,�`- ; --,---,- -- -- - ---- -- -- -- I I I : Village of Rye Brook Drawn by: ; L ! � i I � Recreation Department Itm , I i Rye Brook, New York . T+ Project No.- I i : ______.,__,_____ � Athletic field Construction at the 0 ; I . � � , King Street Property '' - � ''I � � - I. � ` 11, :,., a ,1 . /�'. Site Grading, Drainage, and Utility Plan .e� . '�_ \ I -',,, ',,�',, and Site Details _-,� ,,�, ,;�i I .1 , I , 1. � � .%, // / I,-11 , 1� /, _ 1, ,, � -.,�`- Drawn by: , / , z " -./ / " \", ,,,/ 11 Iv/ Itm 11 ,. _ 1,/ M 0 . T+ Project No.- tq 0 I 5932 - i - M 0 I I I . I I I I I I I I I I . I I I I I I I . -1 1 2 . I I .,. _______3 1 4 - I -I -.1 1 5 1 G - 7 �, I 8 - 9 I ,I , , 10'-, � , Y, i�,_% 7'. , - , - * . , ";" I I I ; � \, \ 1%4 - -,, - l -,"'.''»'""",.-,,.,, I '_��____ - - ,,-,�,t, _, ,I i 0 " el , I N \ . ��e)�, ,I v , _ /� . � �t I -, � , \ N �'t " k '. 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OF J."W ��;i . im � - . ,%WWQ�� '.► - v tr . 02 " I i . +E a - --Vw N - L P • P a * Site•lanting,, ln IIIA 1 , I - 40 0 10 20 30 40 = I - PLANT LIST NO. SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS q AG I ABES CONCOLOR I CONCOLOR FK 8'-I0' MT. B+B SEE DETAIL 3/L300 3 AR ACEK RUBRUM RED MAPLE 2 1/2-3' GAL B+B 1 SEE DETAIL 3/1,300 . 22 AL AMELANCHIER LAEVIS, ALLEGHENY SERVICEBERRY G'-8' MT, I .11 5+13 'MULTI STEM' 3/L300 47 AM AROMA MELANOCARPA BLACK CHOKEBERRY 2'-3' MT. 13+13 SEE DETAIL 3/L300 4 cc CERC15 CANADEN% EASTERN REDBUD G'-8' HT. D+B 'MULTI STEM' 3/1-300 14 CK CORNUS KOUISA 'CHINENEIV I CHINESE DOGWOOD G'-6' MT. 0+5 'MULTI STEM' 3/1300 17 CS CORNU5, SERICEA RED054ER DOGWOOD 2'-3' MT. CONT. SEE DETAIL 4/L300 34 CSF CORNUS SERIGEA 'FLAVIRAMEX YELLOW TWIG DOGWOOD 2'-3' MT. CONT. SEE DETAIL 4/1300 4 LT URIODENDRON TULFIFERA TULIP TREE 2 1/2-3' CAL 11 B+B SEE DETAIL 3/1300 5 LS LIQUIDAMBAR STYRACIFLUA SWEET CUM 2 1/2-3' CAL B+B SEE DETAIL 3/1-300 I G MR MALLS 'RED BARON' 'RED BARON' CRABAPPLE 2 1/2-3' CAL I 5+13 SEE DETAIL 3/1300 ro I MS MALUS"5NOWDRIFT' 'SNOWDRIFT' CRABAPPLE _ 2 1/2-3" CAL B+B SEE DETAIL 3/1-300 7 1 PA FICEA ABIES, NORWAY SPRUCE 6'-I O' HT. 13+13 SEE DETAIL 3/1300 7 FG FICEA GLAUCA WHITE SPRUCE 8'-10' MT. B+5 SEE DETAIL 3/L300 G rr FICEA PUNGENS COLORADO BLUE SPRUCE 8'-10' MT. B+B I SEE DETAIL 3/1300 9 P5 1 PRUNUS SAR6FNTI1 SA96ENT CHERRY 2 112-3" CAL 5+5 SEE DETAIL 3/1300 4 I PC PYRUS CALLERYANA 'REDSPIRE' REDSPIRE PEAR 2 1/2-3' CAL B+B SEE DETAIL 3/1-300 4 1 OF 1 QUERCUS PALUSTRIS, FIN OAK 2 1/2-30 CAL B+B SEE DETAIL 3/1300 23 RCI RHODODENDRON x `CATAWBIENSE' CATAWBA RHODODENDRON 21-31 MT. CONT. SEE DETAIL 4/000 42 R02 RHODODENDRON x 'CUNNINGHAM'S WHITE' CUNNINGHAM'S WHITE RHODODENDRON 5 GIAL, CONT, SEE DETAIL 4/000 4 RPI RHODODENDRON x 'FJM'FJM - RHODODENDRON 5 GAL. CONT. SEE DETAIL 4/1300 3 TC TILIA CORDATA LITTLE LEAF LINDEN 2 1/2-3' CAL B+B SEE DETAIL 3/000 3 VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 2'-3' MT. CONT, . SEE DETAIL 4/L300 . 11 VF VIBURNUM PLICATUM TOMENT054JM DOUBLEFILE VIBURNUM 2'-3' MT, CONT, I SEE: DETAIL 4/1-300 1 5 VT VIBURNUM TRILOBUM AMERICAN CRANBERRY 1. 2'-3' HT. I I CONT. SEIE DETAIL 4/1300 I i ` � �i3 I � � ; ", I I I � V I 'i; % i � I J I, , ,,� � 10, `,i4 " � ? I k � 1 11 . }, v 4, / � I 'k a ,I n EM , 1�1 . V , - I I i ii � ��-, I t I t, v Ir> it It I i , , .11&� i I I -�,l 12-1 , I ;_I, �111.'! � & , t ,I I , - I � "'; y � 7� - , 'j ,� I / 1 I ,'- ?- : - -- i i" i � i � " , i #_LLJ , , - I ,� /� -.1 ... 41 11 — 1, 1 I I LLJ ,, � � I " 4i 1 1 47 : 11 I� I 11 " I ,I %, , 4 �; I , � k / !F . ` I It , " z 4 , " ef I �� : I tl I, I - .I - , {, . . I ,, I I -1 V ;; Y ^ q I I f #, " / It I f II I f �� 9 .11 I I , " ! I . , � ASD ' :z. I I -1 I ` "I h I - _11"'i ...... . I.- - t --t .11 -1 ,4 -41V 1e _1 , " _1i - _.- r _1 - , _ 17 .- - - A " 2111 2, " , , _ I � -, ... , e / .,000F"x / I - 12 1 1 13 I . 14 M IVI,sr" "I do 10000� - I, 7 ,. -" ��__, III 14 - - , , I. 14-- .. ,&.-, \ \� . \ DOUBLE STRAND OF I0 6A_ GALT WIRE TWISTED IN RUBBER HOSE C THREE GUYS PER TREE) 120* APART REMOVE BURLAP FROM TOP OF BALL CUT ALL METAL CACAN6 OR LACING MATERIAL FROM TOP Of BALL AND AROUND TRUNK. BACKFILL W/ TOPSOL + PEAT MOSS 3-1 RATIO BY VOLUME IN cr LAYERS. WATER EACH LAYER UNTIL SETTLED, 5 EN5UB LOO 5OL W1 A PICK. CONSTRUCT EARTH SAUCER W/4" HIGH BERM, FLOOD WITH WATER TWICE IN THE FIRST 24 HOURS. --,� IG 17 Drawing Notes I I L I I. ALL WORK THIS DRAWING TO BE PART OF THE SITE WORK . CONSTRUCTION CONTRACT UNLESS OTHERWISE NOTED, L .4 . i it �, I L DECIDUOUS TREE ONLY: 2. REFER TO DRAWING LIOO FOR ADDITIONAL GENERAL NOTES. � �/ i ,/ ,-' .", ', ,/ , - / PRUNE 1/5 OF LEAF AREA , J , 1, J , ." ""' 3. ALL NEW PLANT MATERIAL SMALL CONFORM TO THE AMERICAN / ,,/ _�, _-, BUT RETAIN NATURAL FORM " , _', /,_" / ASSOCIATION OF NURSERYMAN'S "AMERICAN STANDARD FOR . 1SPRAY W/ ANTIDE551GANT , 1 / NURSERY STOCK - ANSI ZG.01*' FOR CALIPERS, HIT167HT5, 13ALL / I ACCORDING TO MFIZ'!5 I I/ { I _/ � / ,� - " / INSTRUCTION IF FOLIAGE - SIZES, ETC, , / I 11 . / I / 6 PRESENT, //,/ I , " I I I i . !I/ �Ivl/' ,/�,?rl / . i ; , . Ie / / 1 � -1-1 WITH WATERPROOF TREE I I , . / _.- i I WRAP + SECURED WITH TWINE. - ; 17 1, f "�__�,___.. -.,.-,' � " - , �41,.J,_,: ! " I h�." / MIR co L I /111 / _,��__,, �_ -O' HIGH ABOVE GROUND OR 2/3 _[ 0) Vx4m HARDWOOD STAKES I- / I" . 3� 1 1 -, "" HEIGHT OF TREE, I .\. , ! ; I-' I I - \ . _-___-1_,. /- GROUND LINE TO BE SAME AS AT . J NURSERY. - I /- WEED BARRIER 51M. TO MATERIAL I MFRD BY DEWITT CO. INC, L SIKESTON, MO. I I I r 4' MULCH EXTENDING OVER BERM Of , L, . . - . I . , I.. I I , I � " ,.,,,, ,.,e ,�xv, �- .. .1 11, \< -/ , �< -;4 -,< I >01 1, �, I . - I "I - I - . , II _ K A, .1. . f <x " 1'1�" . .+"' VARIES 1,2'-O 11 It 71I TYP TYP N.T.S. f - 3, , , -1 �, A GROUND LINE TO BE SAME q,�)�,f ,I, `�/'�� ;��"4y:-" mx ", /,-" I �4,, IYA, � f-,�fY,��',�'�MI,�-,',,""�,�l,Fl��"f;", AS AT NURSERY - I -b-8"?"." , ,_�,�,�,.- , �, , ,, �/, �, ,F*M�A � -�Z' ,"�� vq, /K ��, , � " " .;,��/,;-;"",�,',�,;�/,-',��.,�;:�,�,, J ,V,�,_�i ��,_4 5e�,��.,V,,k,�i " -11, � N�, X J_Y`/`�I?`��"Vxl WEED BARRIER SIM. TO MATERIAL � Wr,�,�, , , ,,,, -, �� ,4-� . I , �,�,, ; I ..� Ill . * I ,�,��, -'11, "I., L � �, �Wz,/,<,�,� ---- � �z ��/ "- ,,-, �" � ,-, ., - - - - - " x2llm� " MF DEWITT GO. ING., RrD. By $ye, p , , � 400 �'t 't N��, � . , � � 1 P ," (-,//,k�,� o .$��.o - �.�,2A�Ayl,,Kzz'% �1/ M ��g SIKESTON, MO. - , . I 'Ki,�WAP�,- � ; � , � y - , �, �� , 4117 " . " - � a - ,, - 0,117 ,,�— 4' MULCH EXTENDIN6 I - .." �� , " OVER BERM I , � , , 1�_>` : . 11111.;� <x",\, - ,�x : , �- �: . � ,�<,/: - CONSTRUCT EARTH SAUCER -�- -11, ,� I , " �� ` , </Z��': I., " � -,> . ,� , 1�;, . � -�:,� . . ',, *:�:, H LOOD X. -,", � ,,,, : . IX �, I .:: <,�-,),/ .1 , '51�.'11 ,< 11 \ "" WITH WATER TWICE IN FIRST . - 11 1, "*1 ,/-��. . , ., I/ "I � I., , , . 24 HIRS. b- - " 11�11_�`_'��', �� 1'_11'1'1 ""I"" �;,� � , I I ... - -1 I __ , , , I I- MOVE BURLAP FROM TOP , I ,,�/">,��-*�,,,-,�".,�,-.,,,,,/�,,��,�.,�> � 1, 1- I , I " I ,-� I , -� I --�� - -� . 11,1% �1'11 !! I :��,�,, - -,- - , ,� OF BALL. CUT ALL METAL , , , " , - '% \,�� ""/,,� /,�'� ,,,,, ,,.�� 1�� ,< ,,;�� , , � OR LACING MATERIAL FROM I TOP OF ALL AND AROUND TRUNK. BREAK UP SOL WITH A PICK BACKFILLWITH TOPSOIL + PEAT - MOSS 3-1 RATIO BY VOLUME TE FOR MA55 NTE: PRUNE 1/5 OF LEAF AREA BUT IN Or LAYERS, WATER EACH PLANTING5, EXCAVATE RETAIN NATURAL FORM, SPRAY W/ LAYER UNTIL SETTLED. ENTIRE BED + BACKFILL ANTIDE:561CANT ACCORDING TO MFGR'S W/ ABOVE MATERIAL INSTRUCTION IF FOLIAGE 15 PRESENT. 0 Shrub Mass Planting Detail r, a i No Scale , I I I , , , � I, , R I ; _-, I V , 1. �, I " � I, ,� 11, g� - - I z=�� - - , I ! I � � � I I Thonrias Associates I � k I I , Architects + Engineers I � I I I i I Village of Rye Brook ! II � Recreation Department I � I i Rye Brook, New York I � i Athletic Field Construction at the I I ; � � King Street Property . , � I I � , � � Site Planting Plan and Details and I I ' � I I Alternate Asphalt Paving Plan � I i I � i ; . ft I I -----------] I T+ [ Project No - I r I � I ! I I 5932 . I � . . I . I I . . I I � I . I I - I I I ! I * 2 1 3 1 . 1 4 � � I . 5 1 - 6 � ." I � �7 1 1 1.8 ,,, I L. I . IR I I . 10 I J--- I . 11 � .1 . 12 1 �-, - 13 .-J 14 f - _ I _ 15 11 I- I ro t 17 1 _,__ � � I �� 1. - � � LAWN AREAS. . �, , I I - � I . - G'-7� 101, HANDRAILIN6 I I . I . I.. . I � � I'm I 10d, I ' Drawing Notes � 1. 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( , �,�,Z�1�1>1�<' � . ,,'r , � �,, ' "_" . I ,.,.,,,,�% , ,,�,r,,,',_,. � I V "N Backstop Plan View , ,/ I 11 e� "I PAVING - I* I 5OLLARDS TO BE PAINTED 111�1 X", I", I , �� ", " �t:, , I I . Z-1- , 11 �', I ,,, __ - , � , r, 1�'. I ,< I X, / r 0 , - ; �._"�,, ',_� 1"..., �� , , � -, ,,� , \.��,�,,�,,,�"K�,;��"",5:��,� :, k . " '' - - , �, I , � �, � , _/ �1� - , 11� ,,�'_:,, �11�,11� 11 I 1��,� I�L " , ",�, k,., +1 1\1 ,_ I ��v r, -1;1. , " "i"� .1 � - 17, I/4`=I'-0ft - *_ .11 YELLOW I , . 1[ � � " , , r �, - , -\ , _� ., - ,�e - ... S, , , �� 4,,,,�� " ,+,,, 1, ", ,., .� �, 4 , 3Y": � ': . � ,,.:: ,,,,-_,., ,,, ,"L b ,.""�,.�.',-�,�,.,,'�,,�\;��,,�� 1.1", �, , ;,K,� 11 -3 - � ,,,�.,�.,," ,,,- . a, "I �_ ' �", I --- I& 11 J Qg LLL -\\)�n� `� I � �'�)�'__.-" 4' "',"� , , '' I � . , ,,�'� - �r , , , 1�',�� , �, =`.= 4 = � = �_ I t I., � - _.�,�, _ 11 , 1�1 ' , Z 11, t� ... + . � .rr " -LL , , . . ' ' ... '�, . - % . , , , : , ,�,.;\. "I 1\:1 , , . I , __r 1,,�,,., �= ,== __. 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" . , �,� -, , 4 -d .4 - 4. . EXISTING 4 ,� -1 '' ,� , ,� . . - ; ;; I `� i ,_1 , ENTIRE PERIM. OF $LAB A . 5E ,t�l ,T_�I,� _ _. .1 1. . . . . SUBBA ��,L�j� 1� _i I �� -,. � L� - " , : rrr e 111 1 ---! �,J-, , , 0 , .. . . . - A P I. -a I. ,A,- . , , Ili i- \ ,�'. � . \ NCRFTE FOOTING . V. * _ - ,,�'\ \ , , , \ . . . 'r W_ I . . - . � , A . I 0 V, G' TOP5OL MIN. ASPHALT '4 - �;11 1 i 1 -, , � . J.), - ; " . , - -1 1 -_:.;!!7zA 1 �Z';zi, �11 ", \ N .. I I I L � ", ,�, r = . 0 * . . .. _ "i 1 f_�;,;z;-! 1 �;, - " BRICK SHIM � . . � "� - . . �* * '. , ...'? PAVEMENT 2" 5DR 21 PVC I T I -1i I I G" MIN. TYPE '2' FILL . . . .. - * :�_ . " ,, J,J--�:--j--- � . a . . , 4 . �i ! ,- ..,-,;.- L = cc .. . . - . '1'r-, -v,?. u Aw. 1f.A_.Ad " A& a I 't, - / WATER PIPE (TYF) 1 1 1 ,4 WITH MORTAR ,,, \ - + . , \ , 1 4 V :D L -"* ' 0V . Z,___".��,. � ,:,___rL: , � 1� �, - ..,_ , _� .... , I - ,-,:, _ � ,� 1. ,; 1\ V .. 7__ -1 ... _, ��,�`�,,,,, ,,,�,,,�,�-, .. - I.. 11 "V/1 �� I - _ 1,1% \'\ - " � , , 11% . :11 ��-_, ! L, . . . . :�__ I . _�, -, el_�, 7 SEE TRENCH DETAIL �--- BEDDING. (TYF " /I � 111. � I .ii._11_0 ,r" . - 11 ��,___ _. ... - I >. WELL OOMP .. .-I - ': 1�� --- " ' " 7x L '-1-1111 � !,_:."::-! i jr.-:- I _�, 1-11 , ,11/ 0 r �� . ACTED / . "It. 1; :11 \ "Cl., -11 -_ 11 ,,, -;Y .. - �'�)"` " - F UK BURY DEPTH -i, � ... I ALL CORNER53 .<�,L' :_A, . � *.. 1-1 " I - -1 4J . I I IZZ/ � - :_� � f j: ,,, I � '. " .. I .� + / - — I � 11 _1. -,�, 1 45 OW .0 " "I : .. , I I '�,!%" ld�do I ,, 11 11 - r . , �, �� .W>,. �� " � -1 r r �, / _1 ;,. I V, r �, " /_ *: L-1 f=,.�i Z�=i 1. - � I ELL COMPACTED , � ... ... __ " \� ", , `,',� / ,."' " , ,, I/ L . f LA'; ra".1 �: 4 4 1 5UBGRADE " 1, x,/�11' - 1_! I 1-=�-�f 1 E -� 0. lv� * , Mvho I - /, -i -,:::Li � I..' - ; , "I 7RADE I POURED CONC. *, -, -- A x/,", \ \ V, 0 . 2, vl� 4 1 :1 ! :. �! '� '6 111. ,� ,,, SUBC I BLOCK$ CTYP) hi I BACKFILL WITH _ ` I I I , TEE L CONNECTION -3 r— \ - � MATERIAL I I 1 ,','11;,�`TREN AYWIDTH',Ii- -"�, /L400. (TYP) '_0- \ UJ PROVIDE THRUST BLOCKING PER DETAIL 20 1, ./ .. I 1: E E b EXCAVATED 7-7 ." � . 1 2 �, .. I'll, - "7; t - I-- '1%1';': - I VJ_ i - t) ba)4 FROM TRENCH . �I r.. I `," 11- - N N -1 I <.el " I �- � - I - i , I U. , '� , , , � , I I .. � I .. " ___ - 'P, , � MA � , � , I / > �, I , "" ��_'�,' I I ��_,>�"��,,< : I I _/ �1�5� ` , :,��,� ,- " IT I 11 4� .1 0 - I - I 4,� , rt, i� , I i I i i i I I � -.41 , I �, 1/. � 'N� Concrete Pad at Asphalt I 0 , , � % . I "� ,� I Sign I COMPACT TO i � "I '1`1� - , ON-STE -i I I � , ", . , `� -1 Water Supply Ground Box Bollard Detail with t ., I I I I I . UNDISTURBE 06 , 4 0 — 8 I— ujul 85Z PROCTOR . '.. r � .1 MATERIAL UNDISTURBE '0 &k! . _. 13 8 N 3 iff=V-001 ,� " � � COMPACT oz OD N >_ /2-,/,,��,�---�, ,�_, ;L- N.T.S. 1/2"=1'-0" N C11 SOL $OIL .� � - , , - ", ` . 1__ . L = 5 ." "", �` , TO 957. () . I I I t 25 -axe TOP OF I _-_E -, 'Ii�',',-,,,',,49 -,il 4- � I i O!a �; P10t: Z L 1. I UA 'ONE . i ./ , L' � .1; PROCTOR ( '/ '/," ' ,,"r'�<� L : I- - . I , �, � -1-11 ,,." 111`1�111 �, I— - " zo- 31: 1 ,�', 'L "�, 114 r_ NOTE- IF I' -G' SEPARATION CANNOT 5E MAINTAINED THEN PROVIDE ONE OF , _ _ I- , t- THE F LLOWING: . � ,�51 I \ I\ ., . -'N\r "AND'W PAWNG NqN - B C . .,11 1. � , 11 . rl 0 _ – _-----N- 0%6 r r — 13LOCKIN& FOR PFIN�6� FIFE 51ZE I A B C, DEPTH - - 21 Go MIN 1111 I 2" MIN 12' MIN 30 120 4n 13" 1 I r '00 I Go I L--- I - W . 11 A 18" - - �1 I . . —, L_ 4J �11 , � � ." I. 1, — ;�INVI.OIVNL 40 . ;-;-�- " � 4 UJ 1. CONSTRUCT SANITARY LINE OF MATERIALS + JOINT$ THAT ARE � . i . . i BEDDING 0 1 0 NO PARKING AISIMME SIGN " � � I ! � , " 11, - EQUIVALENT TO THE WATER PIPING AND PRE55LIRE TEST PRIOR TO A . 499M)LI-h . ., : >_ 40 . � ... 0 * , . i� -.- 4 � I-— :71,1- < BACK FILLING. . . _. . � 1< . 0 J . � �, . I * I P � - r � Q� 2. WRAP EITHER. FIFE: IN 8 MIL. FOLYETHYLENE7 AND ENCASE IN 8 Sol J AM nVrAl � . � 4% ,�^ I t . 0 � , � � �: � i, "I � ik . 2�' . 0 . . t, _- .0 ---" V_ C� -1-1i � CONCRETE IN ACCORDANCE WITH AN51 /AWWA 0105 A21.5 40 TYPICAL* EACH 516N . .1% _� - I . --_- A a ., .:. 4;7 6 : - 6 � 0 , 1 �- . N ..a G" ID. STEEL BOLLARD TO EXTEND - � I � .. . li t -�.- J � � CONSTRUCT OF SANITARY LINE 'O �i � �� 2 PRECAST CONC. WHEEL STOP _', I a. 0 _i� ; ! I- � i TO BOTTOM OF FOOTING. � . � L . �, " - ID . __-11 �. 11 :, INV. LINE AL5 AND JOINT$ TO 11 ___ . r A 1--, MATERI A TYPICAL* EACH STALL — . 9 H --ti �-, CONCRETE ENCASEMENT OF LINE: I FILL WITH CONCRETE FLUSH iP__r.4-:._.0. - - .- - � 4 1/3 LD. CW M , ,l i i: , . � I 13E EQUIVALENT TO I .1 - . I _. ., -47- ; -,;- - - - . a _!�� I � - I I WATER MAIN STANDARDS OF IF I'G" SEPARATION CANNOT BE I TO TOP OF BOLLARD. A I " . I C� 0. to 14 r1AA.J . i z .,;_,;�'�, 4,_� -.'� ''�j � _ � , ;,, I '-� _�� __�_Jt t_ _ , I I r 2k � 1_- � _::"'�:�'I! �-_� .... .... i�' MAINTAINED. BOLLARD5 TO BE: FAINTED . r . .... .. �:,� 1 1 -G" . .0 I ____1 � 1-111'ri � f--,- . - b ASPHALT PAVING ", Rev. No.: DIM. r I ;4 , i 1 i � CONSTRUCTION IF V . Descr"M. -71 , -1 i - "i,.-�-.",-",�L.!:i--�--��-'� ... 1_1�jt--� _ �t�,_ YELLOW _� 4 _. � , I i I ------- Q._______ __ __ - ve �, SEE DETAIL � , ...... kdlll�. . . . 0 I -1 SEPARATION CANNOT BE . 9"Mmowmam � , , I � � I I . t. I MAINTAINED, PRESSURE TEST " I I V, o ."; � � -7 . -I � NOTE5: I . . . . . 0 . NOE 5-1 PRIOR TO BAOKFILLING. NEW SANITARY LINE 7 400 � I `_ . .$* 1. PIPE INSTALLATION SMALL BE IN ACCORDANCE WITH 4106 . ,-Ci I - THESE DETAILS ARE FOR BOTH I 1-111i ENTIRE LENGTH OF FIFE !?%- � I I VERTiOALLY + HORIZONTALLY . r RECOMMENDATION5. ENCASED IN CONCRETE . r b -S, . . . I NEW WATER MAIN I '4'904'4�' " �.r ��: ' ' .- -1-1-1-11-1. i 4 �_ =.=_1 . 1-1.1-111-111.11- . - =_=__.=___= - .., -_-_-_--_-r LAID FIFE, SHALL BE WRAPPED IN I OR HDPE STORM 0 _,.__._._-_._-_,_--r I .1 I 11- I-- -11--, ; I . ; . -4 ' _' — � ,�, 2. TRENCHING OPERATION$ SHALL INCLUDE ALL NECE55ARY SHORING 45* �,�, r, r I � � 8 MIL. POLYETHYLENE I PIPING 11 alin 1,,nt,�,-g. _ 1, I - � 1 77" '"' 1_____.__.. ` . I " ��--111_z?��,�11,1. . I I 7-'J__; � , . - ,� g 1, _a�, , � - I 9- , 1,Z,, r � . ',�� 2. POURED IN PLACE CONCRETE DEWATERIN6. ENCASEMENT IN ACCORD- " to -,,�; ,_< . ,, V*�t-��,,`� ....... e;-" I % " " - , a;�-� ��' � I - SMALL BE GLASS 3000. 1 ANCE WITH AN51/AWWA * ;a �11�_,_, 1�1_. I 1, �. . "I ,,, - � 0 ,�,% \, ,�", . \ v,� % 1� �- . , , ,� , �.�. " -,-, \ �, � 3. TRENCH DETAIL$ ARE ONLY SHOWN FOR PURPOSES OF MATERIAL CI 05 A21.5 Z!; z 01� . \, . - r�� , 1� 1;1, 14, ,.' I I I .1 E � _� >_ 1 4 ',--',,,,,,',-.�\i � - . . � -- I r 11 1�''� - �,�,�'11. _ * _____1 V_ PLACEMENT AND MAXIMUM PAY LIMITS. THICKNESSES SHOWN ARE � k %-- . ,,. ","... I i, � ", � . 3. LEAVE JOINT$ CLEAR OF . I 0 L ,, 4 , I *11 __ I �"11.1 � ". ,� I - �> "', '�'_ - �_' , � . .A: �.&- - - . . MINIMUM. WHERE EX15TING CONDITIONS EXCEED THOSE SHOWN. . - t, , , � � �,-, V , I � "t >_ ze \ �,,, , 0 . " x,, \�' �ONGRETE FOOTING GONORETE FOR EASY ACCESS. . 04 , .. . . � ."". *1 , , . 1 . , . " �, . , �-, I � - � - _1-J . , I . � I �_ A 46 46 , ,,,� �1� � � . � ;1 ,, , ., . , * . I . - - I -24'r 1. �. A I I I I , 1. . . *. "... MATCH EXISTING. I -,-- - -I - r I �,.-�-_"��, 1, , ,,�- . .11 � 0 � . . I I [ r r � �1, 11 � I . I � �,, '\, ", : 0 . _ � ." -_ 4r -G, 1. , I ". I .1 , I I , � < I 11 ,� I I � � � 1 4. PROVIDE THRUST BLOCKS CREACTION � I . - I I , , � . . I - � -411, ". ' J',�"r., �22' r 11, I � '"' . -4 L TYR. � "', ��1.11 I I � "\ \N \,- . e . the . 7, � I 11 , -1 r . ,\1 \ 1, . , I . , � '1*1_,� - q,_0 ,�., . . I "''I . I 'r, . . 0 V, Ao A .0 b� 4. MOVABLE PROTECTIVE TRENCH SHIELD SMALL BE USED IN ALI , :,., le I )4 I . BACKING) AT ALL CHANGE5 OF . - --1- � UN5HEETED TRENCH AREAS AS REQUIRED BY 05HA REGULATIONS. la -011 I 101-01 r. 91-01 . cr-()- [ q-0, L J JW I'll r I I ,�. I ,� '. �-\' '�'�WELL COMPACTED I � DIRECTION IN DOMESTIC WATER AND I / I -, 7"': '. � -7 ----- --Tw I , " " r ......... __0__________ - .� 1, 1�11 ,7', " - " - 1�- , . FIRE PROTECTION WATER SERVICE r _____ T NOTE: � , \1 ,�,, I 5U56RADE 0 S 1. I . � . r � LINES. I I . I 5 5. MINIMUM BURY DEPTHS SHOWN A I BOVE APPLY UNLE55 OTHERWISE I L 20' LENGTH I LINE WIDTHS TO BE . 1J_( . 11 ATErRATEO ANVgroUp . NOTED ON THE DRAWING$. I or PIPE � 4" UNLESS NOTED � � . . � to 0%. ON PLANS. 0 - L I—. �) 0 � . I . . UNDISTURBED 501L 8 I I � Sewer - Water/Storm Pipe Crossing 2 Painted Line Striping IN Bollard Detail www.TheThomasGroup.com Typical Thrust Block Detail Vq Pipe Trench N I I -11 — � r - I ..., — I I . W 4 10 20 � W 18 � 1 14 W 9 a) N I x , 1/2"=V-0" 0 . I - . N.T.S. 0 I" = 10'-O" IN NOT TO SCALE 0 N.T.S. 0 9 N � . N C14 I I - . 7 RAIL END _\ 1 24' 1 r � I I -Oft PROVIDE AT ALL HC PARKING SPACES. . it -OR 10, I 1 2f-011 ,,_ " 1 12,-O. 1,;-3 I/ I � 0 . EXPANSION SLEEVE _J - I . � PROVIDE AT ALL AC,C,ES5 AISLES - I � 1 12, -Off 5r_011 1 12 ' 10 I . I TOP RAIL \ \I- _+ _R1 -1 B r. I I I - I I Ill NON- NA� ---"', 11 I � 12 TREAD5 012' TREAD$ 012* - J Thomas Associates , -4 . --i -_1-11-- I' X�'11 I . -1, , .- .,,, /r",,-, �x ,_ 1-1 - __ 'y .. I RED � HANDICAPPED SYMBOL SCREENED 13 MER5 0 (Y CHEEK WALL (TYP.) 13 WR5 0 Go � . � , � r I'll .��,�, ' . I � `_ '-"- , , � ..�' - r ,�'_-"�'�.,""_;Ql>'�,'� . 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ATTACH .1 I I ',I �� , " 1 ,2, ,;,, ,� ,,",/X' ""/"/ , 1� "" _�17_1 , ,,, 'X 11 1��, I .3 — _,<,,/�_". I . ______..______ t � I N - - ' /A . I � , ", W/VANDAL RES15TANT FASTENER$. . � . .-"..;- - -1 1. . ' 8`7 TYPE FILL . . - I I _ -1 ,r � ,�� - I I , "' 0 . " - - �.. � b I r F --,, ,, . o." � 3_P� .. . I '� " - " �� /./ �. ,�,-, , ,,/',-, I I . I . I I',-- _'/��' * I � 1;)_,�" I �LINE -�1,12>,,,;��<BOTT ' /,,,�, , :',.� - ' K" 6� , ,� , , ' " T " x , <>�.,">- "x` � r� 4 "�', "I'll 1,��,�X, "' x "i" `� �- " � - "'k,"J" � ,;�",��</,. , , 1�� V ""i' , '!'� ' I ,rr k " � . .��, , " . I I 1 - 11, I - - 11 I t a .,4, -, _ "', - , I ,� r I . I I ," ". I � �h 0 I ! . � __ 1-4 SEE DETAIL 5/1.400 ". ", -, " OVER � I- 11 I a, WELL COMPACTED Site Details . � L ,.' X >, ,�, b ��,�,��- ,;';,� � PO x I, A > " ,PoS ," , ,�. �% . h , % _ � . 14 - I � . I I I I � .:I � - t 1�� I . Z9 � 1� . 1 " � .'.� k 77 E I � I r . ,� 71 \, ,,, - . . _. I __VF \-FABRIC >> I " , FOR INSTALLATION IN � Z_ " I I I 5UBGRADE � I I �\ Z . I � 0 , �,�' . I . � � rr *1 11-7-T-- ----- �. It I V -1 0 I r #4 REBAR 0 1 2" O.C. TIE " ,4,- 0 ..R`,�11 I .1 . " -,��',', � -.1.1 � I , I I It ,� . r Q ,,,-*,_r\" I � , 40'' " I I 01 II I .- " -, I r � , zN1 I I STEEL BOLLARD. (TYPICAL) .1 1-1 - , 'I", . i I I . I , � LOOKING e) X\4 I . � I I I ".111 ; I- . '.1, i I L ,�, . _1� EA. WAY, KEY AND I � I I ;r ,:VA' - I; ,/,�/ 0 I I , - ''I -1 0 ." ., I I I I - I , - - � * -_ FINISH �If .,. , . I I .. � J A. I , " DOWEL INTO SIDE I � - `,"\, I I I I 1� _A0 - � 11 f I J-1--- 11 -, �' DEVICE I , I I D-+��, - - - GRADE � .,/ I I r � I I I . , � -41 It 0 I I -1 7----- MVE 1,0!5T M. 3,-0- - I . .. � :- � . I A ALL5 (TYP.) I 'Drawn b)n Own DMWftt4W . I _1_1'1� , 1, i - KEY AND D I "�,/.A �. P I . ,, .0 " � I ."./ / . r Z9 � - .0 1. .4 - __ a . Z!� #4 DOWELS 0 12" O.G. . A. 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CTYPICAL EACH b SIDE OFFELD) 40XG" YELLOW SOCCER L COAL SOCCER GOAL1 01 FIELD LINE5TRIPING, LAYOUT (4" MAROON INLAYED LINES) GOOSE: NECK LOCATION CRC3UND r GOAL P05T FINISH GRADE OF FIELD--\ ZD SEE DETAIL� JIM LINE5TRIPE 4" WHITE FOOTBALL MQ OUT OFBOUND5 LINE NQTC.- PROVIDE $OOCER GOAL LOCATION LINE5TRIFE5 AT BOTH ENDS, OF FIELD. M u- Soccer Goal Location 4" WHITE FOOTBALL LINE5TRIPE AT REAR 4" YELLOW SOCCER OF END ZONE END LINE n Ia; 02 FOOTBALL END ZONE NOTE: DETAIL TYPICAL AT EACH END ZONE CORNER 6 Soccer/Football Ur 1/2-=11-011 4" WHITE FOOTBALL LINE5TRIPE AT END ZONE SIDELINE @ End Zone 4" WHITE FOOTBALL 0 A kO OUT OF' BOUND5 LINE 5•Y �r LINE L11's STRIPE 4" YELLO 50CICER SOCCER MODFEL LINE MID LINE In "I FA END ZONE LINE5TRIPE ff Football and Soccer 1/4"= V-0" Go G" Yf} iii 0 fi0 CATCHER'5 BOX —HOTE: ALL LINES TO BE 2" Ilk WHITE, INLAYED LINES Softball Home Plate Ulnestriping Detail FIRST BASE LINE HOME PLATE 3/16" = 1°-0" OD 00 N Ln ,01 I IDuj A 11� OUTWE rW OF4w YELLOW 5O= UK$ TYP 5 TYP L401 q to- t II I f2 kSTOF 211 -Oft to ,�„�%Y�{ 4N YELLOW P SOCCER LINE IN THIS LOCATION AOND CONTINUE RM2 4" YELLOW THRU FOOTBALL FELD FOOTBALL GOOSE NECK TO SOCCER WITH *7 WHITE LINESTRIFE MIDLINE (TYPICAL EACH 51DE J• JR=R rn CENTER OF 4" 50 YARD OF FIELO3 • LINE57RIFE, CTYPICAL EACH rn �01 FIELD LINESTRIFING LAYOUT (40 MAROON INLAYED LINES) 7 TYP L401 210'x3GO' 5OCCER LINE5TRIFING TO BE 4" YELLOW INLAYED LINES. (TYP) ALL OTHER FOOTBALL MARKINGS TO B 4" WHITE INLAYED LINE$ CTYP)E FOOTBALL OUT OF BOUNDS LINE TO BE 4 WHITE INLAYED LINE CTYP) 1"�480 YARD X. 50 YARD 5OCCQ 51DE OF FIELD) A to p m 8.27G' FROM CENTER OF a 0 Soccer Midline 0 Football 50 Yard Line 4w FOOTBALL GOOSE NECK TO In "I FA END ZONE LINE5TRIPE ff Football and Soccer 1/4"= V-0" Go G" Yf} iii 0 fi0 CATCHER'5 BOX —HOTE: ALL LINES TO BE 2" Ilk WHITE, INLAYED LINES Softball Home Plate Ulnestriping Detail FIRST BASE LINE HOME PLATE 3/16" = 1°-0" OD 00 N Ln ,01 I IDuj A 11� OUTWE rW OF4w YELLOW 5O= UK$ TYP 5 TYP L401 q to- t II I f2 57'-0* 24'-0' 22-G* 211 -Oft to low 188.27ro' FROM CENTER OF FOOTBALL GOOSE NECK TO CENTER OF 4" 50 YARD ....... LINE57RIFE, CTYPICAL EACH �01 FIELD LINESTRIFING LAYOUT (40 MAROON INLAYED LINES) 7 TYP L401 210'x3GO' 5OCCER LINE5TRIFING TO BE 4" YELLOW INLAYED LINES. (TYP) ALL OTHER FOOTBALL MARKINGS TO B 4" WHITE INLAYED LINE$ CTYP)E FOOTBALL OUT OF BOUNDS LINE TO BE 4 WHITE INLAYED LINE CTYP) 1"�480 YARD X. 50 YARD 5OCCQ 51DE OF FIELD) -Co 8.27G' FROM CENTER OF 4w FOOTBALL GOOSE NECK TO INTERIOR EDGE OF ENDZONE 41* 4- 75r-Ov LINE5TRIFE. CTYPICAL EACH b SIDE OFFELD) SOCCER L COAL 01 FIELD LINE5TRIPING, LAYOUT (4" MAROON INLAYED LINES) GOOSE: NECK FOOTBALL CRC3UND r GOAL P05T FINISH GRADE OF FIELD--\ AAR7��it" SEE DETAIL� JIM In "I FA END ZONE LINE5TRIPE ff Football and Soccer 1/4"= V-0" Go G" Yf} iii 0 fi0 CATCHER'5 BOX —HOTE: ALL LINES TO BE 2" Ilk WHITE, INLAYED LINES Softball Home Plate Ulnestriping Detail FIRST BASE LINE HOME PLATE 3/16" = 1°-0" OD 00 N Ln ,01 I IDuj A 11� OUTWE rW OF4w YELLOW 5O= UK$ TYP 5 TYP L401 q to- t II I f2 8 -� TYP 5150TH ENDS OUT51DE 06f OF 4' YELLOW 50CTtR LINE 240'-0' OUT51DE ED6E OF 4' t1AROON NLAYED SOCUR LIDS !QT 1. FOOTBALL FIELD LINESTRIFING TO BE 4" WHITE INLAYED LINES 2. 210'x3GO' SOCCER FIELD LINES TO BE 4" YELLOW INLAYED LINES 3. ALL OTHER SOCCER FELD LINES TO BE 4" MAROON INLAYED LINES Football/Soccer Field Linestripipg Layout 4. ALL DIMENSIONS, TO FOLLOW NFH5 GUIDELINE5 w- �&Au 57'-0* 24'-0' 22-G* 211 -Oft to 4 70 YARD x 50 YARD 5000ER 40 ....... �01 FIELD LINESTRIFING LAYOUT (40 MAROON INLAYED LINES) 7 TYP L401 210'x3GO' 5OCCER LINE5TRIFING TO BE 4" YELLOW INLAYED LINES. (TYP) ALL OTHER FOOTBALL MARKINGS TO B 4" WHITE INLAYED LINE$ CTYP)E FOOTBALL OUT OF BOUNDS LINE TO BE 4 WHITE INLAYED LINE CTYP) 1"�480 YARD X. 50 YARD 5OCCQ -Co 4w 7 - 41* 4- 75r-Ov 75'-O' b If L 01 FIELD LINE5TRIPING, LAYOUT (4" MAROON INLAYED LINES) 8 -� TYP 5150TH ENDS OUT51DE 06f OF 4' YELLOW 50CTtR LINE 240'-0' OUT51DE ED6E OF 4' t1AROON NLAYED SOCUR LIDS !QT 1. FOOTBALL FIELD LINESTRIFING TO BE 4" WHITE INLAYED LINES 2. 210'x3GO' SOCCER FIELD LINES TO BE 4" YELLOW INLAYED LINES 3. ALL OTHER SOCCER FELD LINES TO BE 4" MAROON INLAYED LINES Football/Soccer Field Linestripipg Layout 4. ALL DIMENSIONS, TO FOLLOW NFH5 GUIDELINE5 w- �&Au p NOEr2-: 1. ALL DIMENSIONS ARE TYPICAL 2. ALL LINES TO BE 4" 'MAROON' INLAYED LINE5, 70 Yard x 50 Yard & 80 Yard k 50 Yard Soccer Field LinestritAnIR Plans R 13 14 f5 I6 t\1 NO XS,� t, 7R * k 'A : kC 0 41- \ 5D 1, 17 1�q & X IfiSTRIPM LAYSi 9. N. 1 Man V, `7 w., 6 � yrs`' •�, r � at. „ .�? t '%�t i'n�, i -A V arm ON ANLAYED LWES) LIMIT OF GREEN SYNTHETIC SURFACE 17 ID Or- A I -• 41 1, ALL WORK THIS DRAWING TO BE FART OF THE 51TE WORK CONSTRUCTION CONTRACT UNLE55 OTHERWISE NOTED. 2. REFER TO DRAWING LIOO FOR ADDITIONAL GENERAL NOTE$, 7 COOT HATCHED AREA Ck 4') VILLAGE Of RYE BROOK LOGO PLACED ON 50 YARD CV1111 LINE AS PART OF ALTERNATE L-5. SEE TITLE BLOCK t4 LOWER RIGHT JAI HAND CORNER ON TIH15 DRAWING 'a FOR LOGO DETAIL. i LIMIT OF BROWN SYNTHETIC ':I: ACE CLINE HATCHED AREAS; F bA 3. 11 -da lb, M ot 1- 'Y ..... 7-1 3 4 70 YARD x I YARD SMCER Li6mv46 PL &N 4 ' C MA ON INLAYED LINE$) 2 fl"A&&8Tp~ Ptm 4 (LINES TO BE IWAYED) 4 N nthetic Surface Linestripiq Plan 60 0 20 4.0 60 SEE 51TE PLAN HOME PLATE: LINE5TRIPIN5 FOR BACKSTOP SEE DETAIL AND 51DELINE FENCING L401 14 INFORMATION. SEE DE AIL 4 (TYP? ED AIL LIOO C YP) 200' FROM BACK FOUL LINE EDGE OF HOME: PLATE X, -10 NN N INFIELD TO BE BROWN g SYNTHETIC SURFACE 4' (5HOWN SHADED TYP) TYP TYP 10 A A NNIN g , Nz��1111' X, b \wx "Ell N 0 I ALL SOFTBALL LINTS TO BE 2ff WHITE -\ R INLAYED LINES. CTYPICAL) �o OUTFIELD ARC TO BE PAINTED FOUL LINE LINE5TRIPE OUTFIELD ARC TO BE FAINTED C) LINE5TRIFF rn rn NOTE: PROVIDE 5rT OF SOFTBALL BA5E5, (2) PITHCER'S RUBBER. + HOME PLATE. REFER TO SPECIFICATIONS FOR MODEL eAft *%ft 0% 57'-0* 24'-0' 22-G* 211 -Oft to Zp b 4- 75r-Ov 75'-O' b p NOEr2-: 1. ALL DIMENSIONS ARE TYPICAL 2. ALL LINES TO BE 4" 'MAROON' INLAYED LINE5, 70 Yard x 50 Yard & 80 Yard k 50 Yard Soccer Field LinestritAnIR Plans R 13 14 f5 I6 t\1 NO XS,� t, 7R * k 'A : kC 0 41- \ 5D 1, 17 1�q & X IfiSTRIPM LAYSi 9. N. 1 Man V, `7 w., 6 � yrs`' •�, r � at. „ .�? t '%�t i'n�, i -A V arm ON ANLAYED LWES) LIMIT OF GREEN SYNTHETIC SURFACE 17 ID Or- A I -• 41 1, ALL WORK THIS DRAWING TO BE FART OF THE 51TE WORK CONSTRUCTION CONTRACT UNLE55 OTHERWISE NOTED. 2. REFER TO DRAWING LIOO FOR ADDITIONAL GENERAL NOTE$, 7 COOT HATCHED AREA Ck 4') VILLAGE Of RYE BROOK LOGO PLACED ON 50 YARD CV1111 LINE AS PART OF ALTERNATE L-5. SEE TITLE BLOCK t4 LOWER RIGHT JAI HAND CORNER ON TIH15 DRAWING 'a FOR LOGO DETAIL. i LIMIT OF BROWN SYNTHETIC ':I: ACE CLINE HATCHED AREAS; F bA 3. 11 -da lb, M ot 1- 'Y ..... 7-1 3 4 70 YARD x I YARD SMCER Li6mv46 PL &N 4 ' C MA ON INLAYED LINE$) 2 fl"A&&8Tp~ Ptm 4 (LINES TO BE IWAYED) 4 N nthetic Surface Linestripiq Plan 60 0 20 4.0 60 SEE 51TE PLAN HOME PLATE: LINE5TRIPIN5 FOR BACKSTOP SEE DETAIL AND 51DELINE FENCING L401 14 INFORMATION. SEE DE AIL 4 (TYP? ED AIL LIOO C YP) 200' FROM BACK FOUL LINE EDGE OF HOME: PLATE X, -10 NN N INFIELD TO BE BROWN g SYNTHETIC SURFACE 4' (5HOWN SHADED TYP) TYP TYP 10 A A NNIN g , Nz��1111' X, b \wx "Ell N 0 I ALL SOFTBALL LINTS TO BE 2ff WHITE -\ R INLAYED LINES. CTYPICAL) �o OUTFIELD ARC TO BE PAINTED FOUL LINE LINE5TRIPE OUTFIELD ARC TO BE FAINTED C) LINE5TRIFF rn rn NOTE: PROVIDE 5rT OF SOFTBALL BA5E5, (2) PITHCER'S RUBBER. + HOME PLATE. REFER TO SPECIFICATIONS FOR MODEL eAft *%ft 0% 3 I WALL FLA' 1 I/4N TIE 94TO EXISTING GRADE 4" la {11-2-4 00WACTE OASE G VARIES UNDISTURBED G" #2 CRUSHED EARTH STONE PRECAST CATGfl BASIN 2 NOT TO SGALE Zn PR PT GONC. PRECAST CONC. NY5DOT CL-: B 7J, SECTION SECTION GONC.CTYF) 2' OLE A I 4'-0" DIA, CTYP) -Tq EXISTING 24"0 STORM SEWER 4. -7 (D 0 TYPICAL OPENING OF GONC. PRECAST M.H. BASE SECTION BLOCKS BLOOKS (TYF) ELEVATION SECTION z SOLID CONC. BLOCK5 (TYP) X15TING 24" STORM 5LI�W-I;E. Lov" FORM ....... ... CHANNEL TIE 94TO EXISTING GRADE FINISHED GRADE VARIES 0.57. SLOPE Zn 7J, y G" TOP501L I 18", MIN. PERMEABLE SILT FENCE 50L LAYER 1. SLOPE D/T 11-27. ONLY. E310-SWALE DeTAIL NOT TO SGALE G" WASHED SAND AA5t1T0 M -G - OR A5TM 0-33 CONCRETE SAND <4 Z PA554NG #100 SLEEVE M CROSS SECTION 7/5" 3 3/4" 20 9 1/4" 13 1/40 STEP DETAIL STEPS SMALL BE PLACED APPROXIMATIELY 12w ON CENTER FOR THE FULL DEPTH OF THE MANHOLE. NO STEPS WILL BE REQUIRED IN MANHOLES LESS TMAN 4! DEEP. PROVIDE BOOT OR RING FOR PVC OR nip pipir 0.57. SLOPE 7J, y , 5 E G F (AGLOW "-OR ED ONE 4 0 z ....... ... 12- 1 O.D. 1 12- COMPACTED SUITABLE BACKFILL 9, LAYERS 12'.+ 1/2 DIA. COMPACTED SAOKFILL 4/2 O.D. #2 CRUSHED STONE Ga #2 CRUSHED STONE' OR AS DIRECTED TRENCH BEDDINO DETAIL 9 NOT TO SGALE 2 1/2" SYNTHETIC TURF W/RUBBER AND SAND MIX L 2" FINISHING STONE MR M, I 1 NY6DOT #3A CRUSHED STONE COMPACTED TO q5% DRY PROCTOR DENSITY W/ 3OZ MIN. VOID RATIO NON -WOVEN 'I" X 12" COMPOSITE DRAINS 0 20'-O'y O.C. ADS ADVANEDGE W1 FILTER SLEEVE OR EQUAL - GEOTEX71LE Goz.-Boz. FILTER FABRIC, MEETING ASTM D-751, D--1117 + D -I G82 REQUIREMENTS 511[3[3,6SE SECTION NOT TO SGALE 'IAN OLE FRAME LUVLK NO. 1254 '1AR ED "DRAIN". "VILLAGE OF RYE 3RO Kv OR APPROVED EQUAL. SOLID DOVER, TWO PICK HOLES CTYF.) STEPS BRING TO GRADE WITH BRICKS + MORTAR PROVIDE BOOT OR ro' OF CRUSHED RING FOR PVC, OR 5TO4E N.Y.5. #2 DIP PIPE OPENING IN MANHOLE MIN. Q 5 wRC C 10 11 25' MIN. WIDTH \�-COMPACTED SUBGRADE SECTION _FILTER FABRIC START AT EXIST. NNW PAVEMENT 50' MIH LENGTH PLAN INSTALLATION NOTES S. WOW SIM - 05E 3' SLOW, OR ArCLAMP 09 ACOYC4.0 OOWAM COMAL1W. 2. UOTH - AS UMMEQ, Uff NOT LESS TKAN 50 FEET CrX"FT ON A SMI ftWD" LOT WHERE A 30 MOT HH" LOOT" WOULD APPLY. Z. UIPMM - NOT LESS T"AN SK CG) MKS. 4. WWh - 25 fOOT M"Kft BUT NOT LESS TITAN IM fMt. WOTtt AT POM WHERE 1140ftlss OR EGRESS OCCUR. 5; FILTER OLOW - WILL BE PLACED OVER T"E ENTIRE AREA PROATO PLAONS Or fiTi FILM CLOTH WILL NOT K RV*=D ON A SHOLE fAMLY *IMINKE LOT. G. SURFACC WATER - ALL SURFACE WATER FLOWM OR OMTED TOWARD UMSTRIUCTION ENTRANCES S"AL4 ME PIPED ACROGG The CWRANCZ. F PVM IS WRACTCAL. A "OLIKAOLE aM writ! Sd SLOPES WILL me 71. MKTDW" - T"E CWRAWX STALL BE MANTAPIED IN A 00KIMM WM" WILL fREVEINIT TRWOW OR fLOWM Or WOMM ONTO PU" NOMT Of WAY THS MAY RECAME PEWIX TOP ORES" WIT" ADM%& STOW AS C�ONWIONS M"AtjD PED. AND/oa OLE04OUT Or BOG MD TO TRAP SEMM. AM StOMT SPILLED. DROPPED. WAWD 09 MACOIED ONTO ftftr, 09"T OF WAY "T W RVIOM "MEDIATELY. 4. WASHNS - WHEELS VIALL VC =ANCD TO REMOVE SCOWNT PRIOR TO rM*A" ONTO Kftc� M11T OF WAY. Wt9K WAS"M 15, REULMEV. ff SMALL 11C DONE ON AN AREA STAIKIZED WIT" STOW AND WtVi DRAM #4TO AN APPROVED 6139"T TRAPP00 DEM". 4t MWW MIFF " N=0 "NiTEMM UfALL W PROVIDED AFTER W" UK STABILIZED CON5TRU CTION ENTRANCE DETAIL NOT TO SCALE Inlet Protection sm CORRECT METHODS OF TREE FENCING arim TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING 1= ENGIN AND ARMORING DETAIL NOT TO SGALE TREE WELL Ow" Sam INSTALLATION NOTES fu ux omm" sox scamp Da fftft rtm SILT FENCE gwmau I. EXCAVATE A G 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 OF THE TRENCH CNrT SIDE AWAY FROM DIRECTION OF fLOW3. 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS 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 5CALE BAWLIL THC TRENCH 04D TAMP THE SOL, STEEPER SLOPES RrQURE AN IN[TrRom TRENCH. StrawBale Sediment Barriers 5. JOIN SECTIONS A$ SHOWN ABOVE, SUPPLEMENT WITH GRAVEL, PILED AGAINST THE FENCE. %BTEOR BUTT RrAaEm MAY OR SHAW VARIES DEPENDING ON STRAW BALES HEIGHT OF SLOPE & - h STEEPNESS OF RESULTING I. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER GALES TO SURROUND GRADE AT TOE OF FLOW THE "-rT- WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF SALES SLOPE -EXISTING O 2 TO 10 FEET AWAY FROM THE INLET. ANCHOR DALES, IN PLACE BY DRIVING RESARs GROUND IWERSECTION OR 2' x 2' STAKES THROUGH THE BALES. SUPPLEMENT WITH GRAVEL. ?LED AGAINST THE --o-L BALES. 2"X 2"X 3" 2. SEDIMENT SMALL BE REMOVED AND THE TRAP RESTORED TO ITS OIRJOINIAL DIMENSIONS WHEN STAKES EACH THE SEDWINT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED BALE SEM NT SMALL Of DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL PLAN PLAN NOT VROIX, 2-2"X 2"X 3" 3. THE STRUCTURE SMALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE As NEEDED. STAKES, EACH BALE I EMBANKMENT 4. CONSTRUCTION OPERATION$ SMALL BE CARRIED OUT IN SUCH A MANNER THAT EROSitDiN I SLOPE Gi. AND WATER POLLUTION SMALL BE MINIMIZED. EXISTING 8" MIN. 5. THE SEDWINT TRAP SMALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING GROUND OPENING IN G" OF CRUSHED -- DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. MANHOLE STONE N.Y.5. #2 G" OVERLAP PLAN EDGES D06 HOUSE MANHOLE PRECAST GO CRETE DRAIN MANHOLE NOTE: O BE USED IN LOCATIONS NOTE: O BE USED WERE THE EXIS71NG 3 INLET PROTECTION DETAIL THE EXISTING GROUND SLOPES IN GROUND SLOPES AWAY FROM THE 12 TOWARD THE TOE OF THE TOE OF THE EMBANKMENT NOT TO SEAL NOT TO SCALE 8 NOT TO SGALE EMBANKMENT E PRECAST, REINFORCED OUTLET SUPPORT NET POSTS CONTROL STRUCTURE SECTION B EMERGENCY OVERFLOW GRATE FILTER FABRIC SECTION A NEENAM X4346 RUBBER BOOT CTYF.> 30' X 30' F AND 6 POST TOP MEW -fLOW COUPLER B ii itilil"'Mt" BACKFILL 41 ELBOW EXTEND W PVC, 45' BELOW NVERT M 4' PVC PCRF, PIPE UNDER DRAIN N,itIIS WA2* GRUSIirV STONE AND IC ALL AROUND z=� FILTER FABRIC SECT ON 0 N p p 'njin d EXTEND ACROSS, POND BOTTOM SECTION A (TYfl,) r !01 ==n -IN METHOD OE NATIVE 5,OIL uTl JOINING SECTIONS OF FENCING kE INSTALLATION NOTES o 441 I. EXCAVATE A 4 INCH 4 INCH TRENCH ALONG THE LOWER PERIMETER Of THE SITE. 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK CDOWNSTREAM> WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW1 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 HOPE Per SACKFILL THE TRENCH AND TAMP THE SOL.' STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. OUTLET CONTROL STRUCTURE SD04 5. JON SECTIONS As SHOWN ABOVE. 4 PLAN 10 SILT FENCE DETAIL NOT TO SGALE NOT TO SGALE ASPHALT PARKING PREOA5T, REINFORCED OUTLET EMERGENCY OVERFLOW GRATE 1.01 SLOPE CTYF.) CONTROL STRUCTURE NEENAM R434G 30" X 30# F AND 6 EL. 193-0 ' EL. 193.0 EL. I q2.74 RUBBER BOOT CFYP,) 42A'1�1, ,/r//`,°�;%j 8" PVC, 45* /\`/�\'�/� ELBOW EXTEND BELOW INVERTIR, -.111t EXISTING GRADE (9RAvEL J GRA55 LINED G'y TOPSOIL CTYP.) CTYP.) 4" PVC, PERF. PIPE 4 UNDER DRAIN W/12'7 EL. I A EL. Iq0. CRUSHED STONE AND FILTER FABRIC ALL AROUND EXTEND ACROSS POND BOTTOM n L--.,# (TYP.) 30" PERMEABLE 501L LAYER C TYP.) J- G" 2 CRUSHED $TO VDISTURBEDEARTH Z OUTLET CONTROL STRUCTURE SD04 SEC/TION NOT TO 5GALE FLOW aMaaal DEPTH 2 RE -BAR, STEEL PICKETS, OR EMBEDDING DETAIL 90 * 2" STAKES 1 1/2' TO 2' IN GROUND ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE STABILIZE ENTIRE FILE FLOW WITH VEGETATION OR COVER -7-, t L4939F" WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR W W 2 SLOPE OR LESS W W W W W W W W W INSTALLATION NOTES W W W W W W W W W W W V W W W W I. BALES SMALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE W W W W W W W W W I ADJACENT BALES. W WW W W W W WW W W W W W W W W W W W 2. EACH BALE SMALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4' W W W W W W W W W W W V W W W W W W W W 3. DALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BAR W W W W W W W W W DRIVEN THROUGH Tmr BALES. THE FIRST STAKE IN EACH BALE SMALL BE W W W W WW W w W W W WW W W ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. MIR 4. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS W"W *WWWVWW---W-W.WW.W,., W"W W : W �,, W *W W V wlrww W*WW 50 AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 5TRAWBALE5 OR 51LTFENCE STRAW13ALE SEDIMENT SIN. SLOPE MIN, 5LOP E BARRIERS DETAIL NOT TO SGALE INSTALLATION NOTES I. AREA CH05EN FOR STOCKPILING OPERATIONS WALL BE DRY AND STABLE. SHOULD BE LOCATED ON LEVEL PORTIONS OF THE SITE WITH A MINIMUM OF, 50-75 FOOT 2. $OIL$ OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ACTIVITIES SETBACKS FROM TEMPORARY DRAINAGE SWALE5s. 3. MAXIMI." SLOPE OF STOCKPILE SMALL BE 1-2. OR COVERED, 4. UPON COMPLETION OF SOL STOCKPILING. EACH FILE SMALL BE SURROUNDED WITH EITHER :SILT FENCING OR 5TRAWBALE5, THEN 5TABLIZED WITH VEGETATION 5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED AND MULCHED OR COVERED WITH GCOTEXTILE FABRIC, SURROUNDED BY 5LT FENCE, Co. SEE SPECIFICATIONS, CTM6 MANUAL) FOR INSTALLATION OF SILTFENCE. SOIL 5TOCKPILIN6 DETAIL 13 NOT TO SGALE t0 General Notes General Notes 1, ALL WORK ON THIS, DRAWING TO BE PART OF THE SITE WORK CONSTRUCTION CONTRACT UNLESS OTHERWISE NOTED. 1. Contractor shall be responsible for compliance with all 2, SEE DRAWIN65 LI, Ll 0 AND L2C 0 FOR ADDITIONAL GENERAL ;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 shelf be closely monitored and Sediment removed promptly when maximum levels are reached or as ordered by the engineer. All sediment control structures, shag be inspected on a regular basis, and of ter each heavy raln, 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 topsoil not to be used for- final grading shall be removed from the site immediately and placed in a Stabilized stockpile or fill area. Ali topsoil required for final grading and stored on site shall be limed, fertilized, temporarily seeded and mulched within 21 days. 5. Any disturbed are -as 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 as temporary cover. Disturbed areas shall be limed and fertilized prior to temporary Seeding. fo. 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 sod 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 property stak;fted by permanent measures. R. All seelknent and erosion control measures, shall be installed in accordance with current edition of 'Westchester County Best Management Practices Manua! for Erosion and Sediment Control". iNotes I. All control measures for erosion and sedimentation to be inspected weekly by the contractor and/or budder and *11 necessary repairs to be, made Immediately. The major U. goals of the erosion control system are; to prevent the tracking of dirt and mud Into adjacent roads, to prevent mud and slit from entering into existing and proposed drainage facilities, and to protect the receiving waters from contamination during the construction. 2. These detalls Indicate the proposed controls to be followed. During construction field conditions may require that modifications to these controls shad have to be utilized. 3. All Stockpiles are to be surrounded by silt barriers, as shown on the detail. If piles 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 swalles and slitation 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 rotf eld engineering, p.c,. 200 White Plains Road Tarrytown, NY 10511 0 - Thomas Associates Architects + Engineers Millage of Rye Brook Recreation Department Rye Brook, New York Athletic Field Construction at the King Street PropertY Details and Notes 1 Dmwkw t4a-- T+ Projea NW L402 5932 4 171 10 IT b- Lqw H FW3 Email 93 9 4 M 0 6 1-1 10 R, NN EN IN M� IE IG E N.T.S. 0 N Electrical Site Planry 20 0 5 10 15 20 COVER TO BE FLUSH PLILLBOX AS, INDICATED WITH FINISHED GRADE ON PLAN5. FIN15H GRADE UNDERGROUND TAPE 120 (MIN.) 0 CONDUITS, zz= E PMt L h". n 3 14 00 --r ------ 7% j, CONDUIT5 SIZE AND QUANTITY A5 INDICATED ON DRAWINGS OR NOTED IN SPECIFICATIONS: Aj 14 Typical Pull Box Detail 3 C: 2 z is .14 93 9 4 M 0 6 1-1 10 R, NN EN IN M� IE IG E N.T.S. 0 N Electrical Site Planry 20 0 5 10 15 20 COVER TO BE FLUSH PLILLBOX AS, INDICATED WITH FINISHED GRADE ON PLAN5. FIN15H GRADE UNDERGROUND TAPE 120 (MIN.) ABOVE ALL CONDUITS, zz= PMt h". 00 --r ------ 7% j, CONDUIT5 SIZE AND QUANTITY A5 INDICATED ON DRAWINGS OR NOTED IN SPECIFICATIONS: PROVIDE GRAVEL BASE FOR PROPER DRAINAGE Typical Pull Box Detail 3 GLEAN FILL COMPACTED EVERY 4"---�;j UNDERGROUND TAPE---, 4" CMINIMUM) SAND ABOVE: CONDUIT SERVICE CONDUITS TYPE AND SIZE' AS INDICATED ON PLANS 4" (MINIMUM) SAND BELOW CONDUIT 24" (MIN.) JF k 12' CMIN.3 I G- (MAX.) Electrical_ Pipe Trench Detai! (D PROVIDE GAWOO GULLWING FIXTURE TYPE GI3-I-2XL-I00MH-2O6-BRP-PC-Lf WITH POLE TYPE SSA4-1 2 -DI -BRA (TYPICAL OF 2 LOCATIONS). REFER TO TYPICAL POLE BASE DETAIL 4/EIOO- PROVIDE DAKTRONIOS 50OREBOARD #fb-1530. REFER TO SPECMATION SECTION I G802 FOR INSTALLATION REQUIREMENT$ AND REOLKED COMPONENTS PROVIDE NEMA 3R FUSED DISCONNECT ON REAR OF 50OREBOARD PROVIDE DIRECT MAIED MXLBOX SIMILAR TO QUAZITE MODEL #f*6I324BAIZ/P&I324EAO8 AND COVER MODEL *PGI 324HAOO-1 7. BOXES AND COVERS SMALL BE GREEN (TYPICAL OF FOUR1 CSEE FULL BOX DETAIL 3 ON THIS, DRAWING) IM IM TR ni H ILMLMI= Thomas Associalms Architects.+ Engineers Village of Rye Brook Recreation Department Rye Brook, New York Athletic Field Construction at the King Street Property Electrical Plan Dmw-n br. fbft DfwwftN0.: ft4w sq*WAW 16, ms T+ Project No.: E 100 5932