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Plans 8.28.1995
2" r FIRE ALARM SYSTEM WIRING NOTES AND SYMBOLS 1. ALL WIRE SHALL BE FIRE RATED SHIELDED CABLE --`- -- 3/4" 1 -PAIR (ADDRESSABLE LOOP) #14%2 = 3/4" 2 -PAIR (ADDRE$SABLE LOOP) #14/20 OR '#14/40 3/4" 1 -PAIR (SIGNAL -AUDIO) #12/4C AUDIBLE = 3/4" 1 -PAIR (SIGNAL -VISUAL) #12/40 VISUAL = 3/4" 8#12 THHN CU. (AUDIO/VISUAL) ------- = HOME RUN TO FACP FW 2. ALL OUTLETS SHALL BE RED IN COLOR. 0 = ;MAN#JAL FIRE ALARM STATIONADDRESSABLE TYPE DOUBLE ACTION. = FIRE ALARM SIGNAL AUDIO/VISUAL (75 CANDELA) SIGNAL. FIRE ALARM SIGNAL VISUAL (75 CANDELA) SIGNAL. o = FIRE ALARM DETECTOR PHOTO ELECTRIC ADDRESSABLE TYPE AREA DETECTOR. C> = 'FIRE ALARM DETECTOR RATE OF RISE ADDRESSABLE TYPE,AREA DETECTOR. F p= FIRE ALARM DETECTOR FIXED TEMPERATURE ADDRESSABLE TYPE AREA DETECTOR. s = FIRE ALARM DETECTOR DUCT DETECTOR UNIT ADDRESSABLE TYPE AREA DETECTOR. INSTALL IN DUCTWORK AT LOCATIONS DIRECTED BY ENGINEER. 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PAD WATER HEATER �0T Iro fzll If- '41 E) x may, W4. 70Z rz 7- L urz(JA(,- TO ZC-,11(-A I Q TZ9 ';X Y4 \M*4 AMC 6,Af' 7r�if 14-11 r- A A c - c" 4 5 kvc)ol Cl ;��Y'`tr.'ki, j�� p �.° - 5th . DPc 0- lkv iii1 L4 �flfk 4- r4 -tJ/ fu/x,p 1PIT. co TA 7t, -11Ar;, -5A�JIT^ rzy/ 'A F aAP...... ..... . F, %Al A 'r r- M 0 C" A h I I -r A r"Is r -t If A r*N A L A eo - I C- i4o—T ro 15C-e�-L-S- Ej anderson la rocca andurson,,l architects and planners 22 purchase street -rye -new yank 10580 werner e. tietien, O.e. -consulting engineer 68 purchase street - rye -.new york 10580 LAAI;� -TO F>L4 i LI 1 r -w 157H S116 -m A I I ,6 K -J !A"ttW6 UP -1 I *w- RW,6 WAW 30 Fr 5-7 t 19�_ It, (� lr�l _f } v P_'� 0-4 -A 4 t4wK ur 4" L4A K 3/44f L) F ,V4 " t4t4V- U? I., tt+ 4- r, (zqu- cor445_ur To HV4 H4s#71 -- ----- ----- - . ..... --- - ------ SYM90L DESCRIPTION Iv, DESCRIPTION SUPPLY DUCT PRESSURE GAUGE W/ PETCOCK RETURN/EXHAUST DUCT THERMOMETER DUCT TRANSITION Q AIR VENT W/ PETCOCK HOT WATER SUPPLY IN-LINE CIRCULATING PUMP HOT WATER RETURN --- BACX-FLOW PRINTER -NATURAL GAS FINNED TUBE RADIATION FLEXIBLE CONNECTION FINNED TUBE ENCLOSURE ONLY EEEE9 EXPANSION JOINT "or STRAINER ANCHOR S DUCT SMOKE DETECTOR Lj Ll FT G tly'll L)I?*T,* DIRECTION OF FLOW AC Q2 Pl? UNION -K- SEF' SWITCH FOR EXHAUST FAN EMERGENCY DISCONNECT 4-4— CHECK VALVE, SHUT-OFF VAL"ml-.1411c, NG FLOW CONTROL VALVE GATE VALVE T .. . .. ... ------ BALANCING COCK GLOBE VALVE MOTORIZED} VALVE 4 t4wK ur 4" L4A K 3/44f L) F ,V4 " t4t4V- U? I., tt+ 4- r, (zqu- cor445_ur To HV4 H4s#71 HVAC LEGEND SYM90L DESCRIPTION SYMBOL DESCRIPTION SUPPLY DUCT PRESSURE GAUGE W/ PETCOCK RETURN/EXHAUST DUCT THERMOMETER DUCT TRANSITION Q AIR VENT W/ PETCOCK HOT WATER SUPPLY IN-LINE CIRCULATING PUMP HOT WATER RETURN --- BACX-FLOW PRINTER -NATURAL GAS FINNED TUBE RADIATION FLEXIBLE CONNECTION FINNED TUBE ENCLOSURE ONLY EEEE9 EXPANSION JOINT "or STRAINER ANCHOR S DUCT SMOKE DETECTOR Ll FT THERMOSTAT FOR FINNED. TUBE RADIATION DIRECTION OF FLOW AC Q2 THERMOSTAT FOR A/C UNIT UNION -K- SEF' SWITCH FOR EXHAUST FAN EMERGENCY DISCONNECT 4-4— CHECK VALVE, SHUT-OFF VAL"ml-.1411c, NG FLOW CONTROL VALVE GATE VALVE BALANCING COCK 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 AlT.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. CUBRZ 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 SOUARE INCH FRESH AIR INTAKE RG. RETURN/EXHAUST REGISTER F.D. FIRE /- M RACC APPRO=PED WL§ DOOR VEE R.T.A.C. ROOF -TOP AJR, CONDITIONING UNIT F.T FINNED TUBE RADIATION S.D. SPUTTER DAMPER FX FLEXIBLE CONNECTION S.R. SUPPLY REGISTER F.L.1) FUSIBLE LINK DAMPER U.H. UNIT HEATER G.C. GENERAL CONTRACTOR V.D. VOLUME DAMPER W.A. WAtI HEATER, 0021 TWE W. vu v�m A it 04 MIS, ... ....... 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H& it PACAPEN'G, CAULK 2.ty ------ AROUND DUICT P E I E7 R, k 1' 1 C --------- --- 'CiC To F__1 1AIL A,� C u NICUOR B 1) E701 L 1 F` T k!, i GATE VALVE31C HWR r -HAS R MA;NS F ETCOH- 3/4!' HWS —77 BALANCING/ nCEVVG SHUT --OFF VALVE AC)UASTAT SAUT-OFF VIANE N C07E ._",a ,, ts,' VALVE UNIT HEATER PIPING Tro S,CA!_E AjR 71c CR SAWNGNO WALL HEATER, PIPING R;%PI:;�,,T'3�, VALVE A,30v'E C! -G, AT,' Y',:-,�,�T &S LED 3/1' HWS �zi IN "hALL VVA evaT-,:,ocK --z IN LL . . . . . . . . . . ARRANGE Iki i -.'N -'r A;R A IT_77rr IN sle XWR 3 WAIT ViL 0\1 YVALL A3C t, 'VE C!_G r vi VIE OR_FLO0,,FZ 16-FILOW AS SCHEDULED (TYPICAL) GATE VALVE PF M1 ARRANGEMENT FINNED TUBE RADIATION PIPI,NG DETAIL NOT TO. SCALE ... ....... * -1 u r-\ loot I wv. a I I, - Y.q I - g yZ5110 JP Ak x rllW�61�Z(4 0-MAKK, W14,,L, KA 500, 511) 011101, Q9 ^14 rroAQ: 'W-WAVVY E EXPRQUI GUAIE GLASS REU0 Y,'t_,.. SEC ST 12 tZ YZE TO G' z 1 L! � 2 01 G TYF- 12 v tt z -Yi#sww:w TACAL ova `i ------- J_JL 1 -------- h 0'0" 1 1 UT, Q F VI&E `Gr. TO FLcOiR H T WA C) 10 K—l" E. R, B 01 L E FR F1 r7 141 G "OvI A C11 our- ?Q scX,:" 'c 0 Nm OF CURD C 0 'J,Ni'.iEiZ by lic, PRZ-FA'3 1 N SUN-Aii-E C lji,0 'ElY H, C, ------ "iPINa CIRZED Lu Rl 0 01 Y G 0. V CO- iNSUJ,,,'f_;0N SY GC if 77; 2�' _C� T� Y, T STE`c' 10 G& WOE PLATE OC ER F '3 OF CURE ENTRE WiMEVCZ weT . .. .... 3* REG:D COA","D iiNSUL, TAc:<ZD TO 30 -AN H v 6' FUEJRC, -AS- Kc-7 ---- --- "cc; DECK m oywm�; M-1,11RE c"U'Ro BY H C, ..».... H& it PACAPEN'G, CAULK 2.ty ------ AROUND DUICT P E I E7 R, k 1' 1 C --------- --- 'CiC To F__1 1AIL A,� C u NICUOR B 1) E701 L 1 F` T k!, i GATE VALVE31C HWR r -HAS R MA;NS F ETCOH- 3/4!' HWS —77 BALANCING/ nCEVVG SHUT --OFF VALVE AC)UASTAT SAUT-OFF VIANE N C07E ._",a ,, ts,' VALVE UNIT HEATER PIPING Tro S,CA!_E AjR 71c CR SAWNGNO WALL HEATER, PIPING R;%PI:;�,,T'3�, VALVE A,30v'E C! -G, AT,' Y',:-,�,�T &S LED 3/1' HWS �zi IN "hALL VVA evaT-,:,ocK --z IN LL . . . . . . . . . . ARRANGE Iki i -.'N -'r A;R A IT_77rr IN sle XWR 3 WAIT ViL 0\1 YVALL A3C t, 'VE C!_G r vi VIE OR_FLO0,,FZ 16-FILOW AS SCHEDULED (TYPICAL) GATE VALVE PF M1 ARRANGEMENT FINNED TUBE RADIATION PIPI,NG DETAIL NOT TO. SCALE FIRE I ALARM SYSTEM WIRING NOTES AND SYMBOLS 1. ALL WIRE SHALL BE FIRE RATED SHIELDED CABLE 3/47 1 -PAIR (ADDRESSABLE LOOP) #14/2 3/4!' 2 -PAIR (ADDRESSABLE LOOP) #14/21C OR #14/4C 3/47 1 -PAIR (SIGNAL -AUDIO) #12/40 AUDIBLE 3/4!' 1 -PAIR (SIGNAL -VISUAL) #12/40 \ASUAL 3/4- 8#12 THHN CU. (AUDIO/VISUAL) HOME RUN TO FACP FA 2, ALL OUTLETS SHALL BE RED IN COLOR. FFJ = MANUAL FIRE ALARM STATION ADDRESSABLE TYPE DOUBLE ACTION. FIRE ALARM SIGNAL AUDIO/VISUAL (75 CANDELA) SIGNAL. to = FIRE ALARM SIGNAL VISUAL (75 CANDELA) SIGNAL. so = FIRE ALARM DETECTOR PHOTO ELECTRIC ADDRESSABLE TYPE AREA DETECTOR. (D = 'FIRE ALARM DETECTOR RATE OF RISE ADDRESSABLE TYPE AREA DETECTOR. F o = FIRE ALARM DETECTOR FIXED TEMPERATURE ADDRESSABLE TYPE AREA DETECTOR. ==0S = FIRE ALARM DETECTOR DUCT DETECTOR UNIT ADDRESSABLE TYPE AREA DETECTOR. INSTALL IN DUCTWORK AT LOCATIONS DIRECTED BY ENGINEER. =1 = FLUSH ANNUNCIATOR UNIT FACP = FIRE ALARM CONTROL PANEL. CH Im utI T 1 N G_` I T U R, E F-1, EnL 7— r -q Vol TAGE R�CIJV'Arf k" FIXTURE ER CA'!ALG� NO� I R [_A�,,AP DATA INFO SYMBOL Mi AiN U A C'T U. 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I . rhk I "I'"I., le ---111- --1111 -� -----.-111-11,----i', 11--.----- ---- 1-- -11�,�,-�.�—.-","--,.-�-11.,"�,��"""--,---"",",�,,,�,,,-,-------�-��-,-,-,�,-"-�,� - �, "I 1, � ..... , 11 11 , "I'll ,, " � , �", I I � I �� , � ... -, " � �-,---�11----�-,-,--,--.—�,-,-�� '� , - 110. - . ..... . - ..... in "I 11 &�-M '! I I : mi� 0 i mm, ...... . ... - - -- -, � , - .— -1----1---'-- ---", I ME C/ Ad A k 11 1,-\i r- r-0 A R A[7 0. SEWER CLEANOUT DETAIL N.T.S. MANHOLE FRAME & COVER NO. 1254 MARKED 23 314" "SEALER". "RYE BROOK, N.Y." OR APPROVED EQUAL. SOLID COVER, TWO PICK HOLES (TYP.) BRING TO GRADE WITH I' MAX, BRICKS MORTAR CON C. T-yp.) I C. SLAB CONC. W =I CRUSHED STONE N.Y.S. #2 PROVIDE BOOT OR RING FOR PVC OR. DIP PIPE OPENING IN MANHOLE PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN MANHOLE 6" OF CRUSHED STONE N.Y.S. #2 60" o LJ o V) 48" CRUSHED STONE N.Y.S. #2 PROVIDE BOOT OR RING FOR PVC OR. DIP PIPE OPENING IN MANHOLE PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN MANHOLE 6" OF CRUSHED STONE N.Y.S. #2 LMAKE SMOOTH CONNECTION BETWEEN INLET AND OUTLET WITH SPLIT PIPE OR CONCRETE FORMED IF APPROVED BY THE ENGINEER. MANHOLE BASE PRECAST CONCRETE klv`IANHOLE, I CDa - CD TOP OF BENC TOP OF PIPE' PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN MANHOLE (TYP.) GRAVITY SEWER TROUGH -NTH MINIMUM OF 0.10' PITCH ACROSS MANHOLE DEFLECT PIPE AS PER MANUFACTURER'S RECOMMENDATIONS FLANGED 45' ELBOW NOTE: INDIVIDUAL HOUSE FORCE MAIN LATERALS TO CONNECT INTO MANHOLES WITH 45' DISCHARGE ELBOW. VELOCITY DISSIPATOR MANHOLE FOR SEWER FORCE MAIN DISCHARGE MAX. PAYMENT LIMIT "In mc'mi �ICLACKIT 2" TOP COURSE NYSDOT ITEM NO. 403,1701 4" BINDER COURSE NYSDOT ITEM NO. 403-13 PROVIDE 4" MIN. OF NYSDOT 304.05 SUBBASE ASPHALT C MACADAM - PAVEMENT REPLACEMENT N.T S. FORCE MAIN PROFILE WATER LINE TSEK- R OR DRAIN LINE MI.. 1� 0, k L 10' MIN m , _�2_ NO II-_ FOk ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING REQJIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER OR STORM DRAIN SHALL BE A MINIMUM OF 10* FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRi:SSURE PIPE & THE STORM DRAIN SHALL BE DUCTILE IRON. CROS,".S)ING OF WATER LINE OVER SANITARY SEWER OR STORM DRAIN SANT IARY SEWER OR STORM DRAIN (PRESSURE PIPE) WATER LINE L/2 L/2 NO FE WHERE WATER LINE PASSES BENEATH SEWER LINE OR STORM DRAIN, TT (i JOINTS OF THE PIPE SHALL BE A MIN. OF 10' FROM THE POINT OF CF ' )SSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRESSURE PIFE & THE STORM DRAIN SHALL BE DUCTILE IRON PIPE. CROSSING OF WATER LINE UNDER SANITAIRY SEWER OR STORM DRAIN ,')I, O.D. 19" 9 COMPACTED SUITABLE BACKFIL.L. 9" LAYERS ATER 12"+ 1 /2 DIA. COtVIPAC'fFD BACKFILL 1/2 O.D. #2 CRUSHED STONE, STORM OR SANITARY SEWER 6" #2 CRUSHED STONE OR NOTE: AS DIRECTED 4, WHERE A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF TRENCH BEDDING 13" HOWEVER, AN EXCEPTION TO THE 10' MINIMUM HORIZONTAL SEPARATION REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT. pV. c P I SEPARATION' -OF WATER MAINS AND SEWERS PARALLEL INSTALLATIUN HOUSE, STORM, OR SANITARY SEWER UNUSUAL CONDITIONS WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF 18" MIN. BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE SUPPORTED AS DIRECTED BY THE ENGINEER. TO THE EXTENT FEASIBLE, JOINTS IN THE WATER MAIN SHALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWER. WHERE AN 18" SEPARATION CANNOT BE OBTAINED DUE TO, FIELD CONDITIONS, SEPARATE APPROVAL OF THE WESTCHEsTER COUNTY HEALTH DEPARTMENT SHALL BE REQUIRED. SEPARATIO'N OF WATER MAll"NS AND SEWER CRO"SSINGS 60" LMAKE SMOOTH CONNECTION BETWEEN INLET AND OUTLET WITH SPLIT PIPE OR CONCRETE FORMED IF APPROVED BY THE ENGINEER. MANHOLE BASE PRECAST CONCRETE klv`IANHOLE, I CDa - CD TOP OF BENC TOP OF PIPE' PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN MANHOLE (TYP.) GRAVITY SEWER TROUGH -NTH MINIMUM OF 0.10' PITCH ACROSS MANHOLE DEFLECT PIPE AS PER MANUFACTURER'S RECOMMENDATIONS FLANGED 45' ELBOW NOTE: INDIVIDUAL HOUSE FORCE MAIN LATERALS TO CONNECT INTO MANHOLES WITH 45' DISCHARGE ELBOW. VELOCITY DISSIPATOR MANHOLE FOR SEWER FORCE MAIN DISCHARGE MAX. PAYMENT LIMIT "In mc'mi �ICLACKIT 2" TOP COURSE NYSDOT ITEM NO. 403,1701 4" BINDER COURSE NYSDOT ITEM NO. 403-13 PROVIDE 4" MIN. OF NYSDOT 304.05 SUBBASE ASPHALT C MACADAM - PAVEMENT REPLACEMENT N.T S. FORCE MAIN PROFILE WATER LINE TSEK- R OR DRAIN LINE MI.. 1� 0, k L 10' MIN m , _�2_ NO II-_ FOk ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING REQJIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER OR STORM DRAIN SHALL BE A MINIMUM OF 10* FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRi:SSURE PIPE & THE STORM DRAIN SHALL BE DUCTILE IRON. CROS,".S)ING OF WATER LINE OVER SANITARY SEWER OR STORM DRAIN SANT IARY SEWER OR STORM DRAIN (PRESSURE PIPE) WATER LINE L/2 L/2 NO FE WHERE WATER LINE PASSES BENEATH SEWER LINE OR STORM DRAIN, TT (i JOINTS OF THE PIPE SHALL BE A MIN. OF 10' FROM THE POINT OF CF ' )SSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRESSURE PIFE & THE STORM DRAIN SHALL BE DUCTILE IRON PIPE. CROSSING OF WATER LINE UNDER SANITAIRY SEWER OR STORM DRAIN ,')I, O.D. 19" 9 COMPACTED SUITABLE BACKFIL.L. 9" LAYERS ATER 12"+ 1 /2 DIA. COtVIPAC'fFD BACKFILL 1/2 O.D. #2 CRUSHED STONE, STORM OR SANITARY SEWER 6" #2 CRUSHED STONE OR NOTE: AS DIRECTED 4, WHERE A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF TRENCH BEDDING 13" HOWEVER, AN EXCEPTION TO THE 10' MINIMUM HORIZONTAL SEPARATION REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT. pV. c P I SEPARATION' -OF WATER MAINS AND SEWERS PARALLEL INSTALLATIUN HOUSE, STORM, OR SANITARY SEWER UNUSUAL CONDITIONS WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF 18" MIN. BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE SUPPORTED AS DIRECTED BY THE ENGINEER. TO THE EXTENT FEASIBLE, JOINTS IN THE WATER MAIN SHALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWER. WHERE AN 18" SEPARATION CANNOT BE OBTAINED DUE TO, FIELD CONDITIONS, SEPARATE APPROVAL OF THE WESTCHEsTER COUNTY HEALTH DEPARTMENT SHALL BE REQUIRED. SEPARATIO'N OF WATER MAll"NS AND SEWER CRO"SSINGS 3" FORCE MAIN 0 EFFLUENT in LINE MANUFACTURER'S NOTE : MANUFACTURER'S OF ELECTRICAL, MECHANICAL, AND OTHER PUMP STATION APPURTENANCES SHALL PROVIDE DESIGN DRAWINGS INCLUDING MODEL NUMBERS, MOUNTING INSTRUCTIONS, ETC., FOR APPROVAL BY THE ENGINEER ALL EQUIPMENT WITHIN THE PUMP CHAMBER SHALL BE EXPLOSION PROOF. hAAMWnt C' 97DAKAr A, (r)\lr7P Kir) I '? I;A 48" DIA. TO BE SUPPLIED BY CONTRACTOR TO MEET CODES & PREVENT SURFACE WATER FROM ENTERING JUNCTION BOX 4" D.I. VENT PIPE WITH BRING CHECK VALVE L BRICKS MORTAR SHUT OFF VALVE 4. CHECK VALVE 23 3/4- 46 A MANUFACTURER'S NOTE : MANUFACTURER'S OF ELECTRICAL, MECHANICAL, AND OTHER PUMP STATION APPURTENANCES SHALL PROVIDE DESIGN DRAWINGS INCLUDING MODEL NUMBERS, MOUNTING INSTRUCTIONS, ETC., FOR APPROVAL BY THE ENGINEER ALL EQUIPMENT WITHIN THE PUMP CHAMBER SHALL BE EXPLOSION PROOF. hAAMWnt C' 97DAKAr A, (r)\lr7P Kir) I '? I;A 48" DIA. TO BE SUPPLIED BY CONTRACTOR TO MEET CODES & PREVENT SURFACE WATER FROM ENTERING JUNCTION BOX 4" D.I. VENT PIPE WITH TTER PUMPS WEATHERPROOF BOX __ MOUNTING STAND CONDUIT SEAL (BY OTHERS) INFLUENT LINE SEALED MERCURY SWITCH. ,----TOP RAIL— 1 5/8" 0 ft / \ — 2" MESH, 9 GA. NYSDOT �'x x SECTION 710-03, VINYL 'Ix COATED — 7 MIL. V X/ 'X I 00 2 1/2" POSTS @ 10'-0" C to C MIDDLE RAIL Kx x 1 5/8" BOTTOM RAIL — 1 5/8" 0 CONC. BASE 12"x12" 211 71� 1: 2: 4: MIX 12" CHAIN LINK NOTE: END AND CORNER POSTS SHALL BE 4" DIA,, ALL POSTS AND RAIL TO SCHEDULE. 40. ILI, BRING TO GRADE WITH L BRICKS MORTAR e4r 23 3/4- r 4 VALVE PIT (SEE DETAIL THIS SHEET) PIPE SLEEVE WITH FLEXIBLE WATERTIGHT PACKING (TYP.) EFFLUENT LINE— FORCE MAIN 3" PVC FORCE MAIN U71 Q. CONC. CRADLE (SEE DETAIL) 6" MIN. CRUSHED STONE OR GRAVEL 3/4"TO 1 1/2" 4 FORCE MAIN SHUT OFF J. VALVE ,B4O,X DETAIL (2)SEWAGE CUTTER PUMP MODEL SPGF—G2FX500 --- 3'-0" WX 4'-0" L X 4'-0" H PRECAST (5 HP EA.) CONC. BOX BY ROTONDO & SONS INC. (1750 RPM ONLY) 16 OR APPROVED EQUAL AS MANUFACTURED BY AURORA/HYDROMATIC PUMPS, INC. OR NOTE: APPROVED EQUAL MANUFACTURER OF PRECAST STRUCTURES SHALL PROVIDE DETAILED 4 4 DESIGN FOR THE PROPOSED UNITS TAKING INTO CONSIDERATION< SOILS AND GROUND WATER CONDITIONS. ELEVATION* ANY ALTERATION,OR REVISION OF THESE PLANS, UNLESS CUTTER PUMP STATION -ARD VALVE BOX DETAIL DONE BY OR UNDER THE DIRECTION OF THE NYS. LICENSED AND REGISTERED ENGINEER 'THAT PREPARED THEM, ISA VIOLATION OF THE NYS, EDUCATION LAW. TTER PUMPS WEATHERPROOF BOX __ MOUNTING STAND CONDUIT SEAL (BY OTHERS) INFLUENT LINE SEALED MERCURY SWITCH. ,----TOP RAIL— 1 5/8" 0 ft / \ — 2" MESH, 9 GA. NYSDOT �'x x SECTION 710-03, VINYL 'Ix COATED — 7 MIL. V X/ 'X I 00 2 1/2" POSTS @ 10'-0" C to C MIDDLE RAIL Kx x 1 5/8" BOTTOM RAIL — 1 5/8" 0 CONC. BASE 12"x12" 211 71� 1: 2: 4: MIX 12" CHAIN LINK NOTE: END AND CORNER POSTS SHALL BE 4" DIA,, ALL POSTS AND RAIL TO SCHEDULE. 40. ILI, Pon revision date title: ad,neon � oc nde�ron � _ *��.��:,��. � I PL -AN architects and planners .. ... C A� POLICE R 22 +�rGh�se streett' Clew C�t'k 105�3t� ` V1[..AG I�i[ 7ee. V % j ( nengineer n. sts•co purchase reet rye new york 10580 scale: date: 7/y/°° sheet of e a revision, date sm mba'Y E B w""O**t 0 Vl LL V rl �•1ftF �� 'VILLAPE HALE. POLICE HEADQUARTERS, ♦y � erblo I I I and6rsm and in, 4 r 22 wrchase street eye new *k M .. • revision date C date: 7/7 H1 t= , T , n, Ma ro f P purchase st reet • rye w new y prk 10 shed of an anderson la, Mi architectsl derson • nd planners• 68 purChase street rye - new YO* 10680 e -.at'', revision date title: no. a IT OF HYE VILLAGE -BROOK. mmmmmmm.�: VILLAGE'H'LL POLICE HEADQUARTERS r, sale: date: 7/7% meet of r,. s i t „vs U 4r 4 C0 jJp uk-J Gyre ,o M 'I Gi ! A �'r%k1..�r if�•�," t :t._rt r r.at^t° t scale, date: sheet of f {j f s „vs U 4r 4 C0 jJp uk-J Gyre ,o M 'I Gi ! A �'r%k1..�r if�•�," t :t._rt r r.at^t° t scale, date: sheet of r, 1 � ` ,r tY' 3 w .1 4'P3� ._,... � � t i� • %t:t't.-;:; 1t%�� j RA 1 C(l j �i+rl Ute 17� 1,�9JN�t> 24 ��'- r -Itltl,lcl j 6„ ' 4"4„ ,, , a,� ra - _ puf 4" }E- NtU1i+tA�lrI2 " 4 Olt F1 ,T p`"ty'y €rig", I { r 4„ �,A,1• i I 'I Lv , f � (� 2„ 2 CI r � C� \ t I 1I: , G / L , ( t ? .�_ 1, t t-� A' ?, [� V 'i � �.' Tm I_ _ t k r r t if7 I GJUM''3Nthi } i ¢„ -7t I , -------------- 4"w Uf7- _.r j _ A A 8 Iv4" f A-4" . r I _ { { I ! - _-- 1-2 : , , PLUMBING LEGEND SYMBOL DESCRIPTION B R 0 0 HEADQUARTERS' ABOVE GROUND SOIL AND/OR WASTE PIPING UNDERGROUND SOIL AND/OR WASTE PIPING VENT PIPING , COLD WATER PIPING HOT WATER PnNG (110°) -.=----- HOT WATER RECIRCULATING PIPING (H.W.R.) G GAS PIPING (G..) ---- GATE VALVE y---- GLOBE VALVE CHECK VALVE ---- GAS SHUT-OFF VALVE --fit CLEANOUT (C.O.) ------tjf--w-- UNION SHOCK ARRESTOR ' HANDICAPPED FACILITY NEW CONNECTION TO EXISTING FACILITY P 1 PLUMBING STACK No. 1 -j DETAIL No. 1, DRAWING P-1 V4 R G GkI.L s DI 3 t*I F A.F.F. ABOVE FINISHED FLOOR A.F.G. ABOVE FINISHED GRADE B.F.P. BACK FLOW PREVENTER B.W.V. BACK WATER VALVE CLG. CEILING G.O. CLEAN OUT CW, COLD WATER ON. DOWN EX. EXISTING F.C.V. FLOW CONTROL VALVE F.A.I. FRESH AIR INLET F.D. FLOOR DRAIN F.S. FLOOR SINK F.U. FIXTURE UNIT G.I. GRREASE INTERCEPTOR H.B. HOSE BIBB (18" A.F.F.) H.W.R HOT WATER RETURN R.P.Z. REDUCED PRESSURE ZONE S.A. SHOCK ARRESTOR U/G UNDERGROUND V.T.R. VENT THROUGH ROOF W.C.O. WALL CLEANOUT „ /tN. (-,4mxg C- 0. A1; P _.._ .a.. �. ... _ 3/43/4'� 11 t!�---------AQUASTAT 314' HWR PUMP i 1!4 FLUE' _: 3/4'� ' I' GAS 3/4' _ DRAFT HOOD THERMOMETER TYP, TEMP%PRESS, G REL, VALVE W/ FULL SIZE DISCH. TO F.D. PRESS, GA. GAS COCK Lill - DRAIN DRAIN DIRT LEG REINF. C NC, PAD .•.'.�.�.. .• � UNION FIN, Ft R, HOT WATER PIPING DETAIL N11T T O SCA1_ J j2 t4rt/ 2%2" j i A�. j i i ( f i ! I� '51 l rt(/5 3 t) fi 1 1 i i' �I ,j w f ` C44,4 ObA,5 C _ I 1 NA4/ f VI�,Nt HV4 riV Y4" I/1kV Y2" GY2" t/2` IN M'12P tl t, m15 1'12" GY2` 5/4` ' 3/4 C 11G itoo5 it G I, Y2 %' I%2" X12'` �. � Eio(N �, t 1 � `' _ 314" x` I � € t € k � i VIS VVi } f1 4" t2N - - I t f ' Fc/`5 / Ic < } _- l€ 4-" Q> UN. 7E L IL 1 _ _ _ __. _ _ . _ C:: _ (_ _ , 1 _.__ _� __ . w_._ _ 4 i -- 2 -_ G / t T $ �� r 4 3' I t PN 1 -� /rI ; / F T(Y• 71 � k LL , : , I (; e __J f f I HI tit, M L ' t ; i , - } 1 , , i I , 2.. y , r j I I it + (t� L F I r i€ Y l I — .i r , ' s ..r 1 i , • j ,� 17 i" ia(it hI ' i (72 LV) I! C 72 (� F11 I f 2lel�,/°Lb�� w. T"4, tri 1 I ` 1 I e I VILLAuE VILLAGE HALL R YE POLICE B R 0 0 HEADQUARTERS' revision date 5 ee t a_ f irE 1 .�-rr UNC � GCiMit�. PM4 - 7�1 �1 I10 pot,4 esrl C, 8 revision date '�.y,-V�� ,. �t �� � � � tom- t P �`'.��'" { ' i*� 6�^"' � � €.�..• f) ! 5TOt'zv t , U� 2y2'"+4W K'f."t2 - , E 314'" H 77 w `� -1 t" U� s 1261 G t12.d �-t �t PUMP; / C- �.,� � E _ 1 F �-'_ I i; it . MC.C, F ( I� r _. c a, Ll— TT- V444 _-- ;- 2 fit/! M I, P_M 1,50 �+41 ys. 2w- 14' 114[4 . �' ` �IeC<+ i '2C�f_ - €.�ae, �J: i _ uw my t 2 x f3 Tcat2 EtV{C-t 50 ! I Y^€ 1 i-tt4k U ' t J. c- _. . 5- rtlx( F � tR�cgl 24x10 i G!i~UT, �p 2SG Lkl kn4 F 34 Fora a , i �Sp t E �[ iG}O GALLC t h- ROL IRTFOL WITi4 5 -`;;-' ;!?SER; 5sG-'RI-ZYY �XPA 5IC�t T4.NK - _ _ �,--- 2;��-r uaLv s=; AT �o �stc: REDUCING VALVE S=T AT 20 ?SIG T—NK AIRTROL -- x fF! BAC<FLOW FREVENTER tG "AirL f 3t4" COLD WA T -ER MAK..-'P LOW WATER VALE - OUTOOG;`'�.- ;�.aWT � CUT -C= G-- ;T>= Yrs L` fi F .1 Q 4� \Z 2« HIGH LIMIT AQUAS T AT I TO ro 4, OF=-=F-ATIN , 01-145T, ;T ALO VALVE (T7.1 2l•""� 1 . x T3••?HF Ot ,ETER T7'IP.1 z�z. �t {-"- VAI Y� GO"' It;AT3©`i 2l2 ^ �/ (i i rc $5Ui2E GAuc i=ULL -14E-CK VALVE (TTP.) i ! l FL�X15L v AUXILIARY GOI�lI~iEC i ION C i Yea LOW WATER GUT-G=r i . 55'1iic: GAt: »" FULL SIM— MEW 6k utr =r T COC< ( T Yf.) F *2 TO (o °_ AFF. F:3UFN= Vi t AT tON ISOLATION 3r2AM f FLOOR RAILS ( T r=.) 6," NIC -H R'HlNaFORCED CONCRETE f=A - �� PFzDVt � (2) P.W. Gi C. FUt-iFS OIL-=i�D HOT WATER, 501L.Et2 ALL NEu./ o co�ty �c T6 4J.15 r-tR ic-v lLsp- Te" NOT TO SCALE L 3114 0 to R PN. i= 31 rrih PK, --� C" t� fxE''1 01,05-� t 1214-__ _- r _. T 2 'H 1/41Fi �" r € 2*ixt� trrlxLl U t2xGa ? 160 ' _� _ - i ttxtt PN, z i t hll 3!!td i �p MV OQ t'12" ! revision cute F E E �I4`° t��tt2 Cit �i scale: date: - t�'i -� t of t tri ,-3, 75'0 4 4tJ P,� ,9 L 1,260'4- 2 _ t4.15�4)0 7 750 - 4 t,,/&7 49 RJ ir, 490 e5 _ 4514a��005 IA -Z 17 ' 3114 0 to R PN. i= 31 rrih PK, --� C" t� fxE''1 01,05-� t 1214-__ _- r _. T 2 'H 1/41Fi �" r € 2*ixt� trrlxLl U t2xGa ? 160 ' _� _ - i ttxtt PN, z i t hll 3!!td i �p MV OQ t'12" ! revision cute F E E �I4`° t��tt2 Cit �i scale: date: - t�'i -� t of ,1�1�� �'f`• �`����� ��/cam'` Vi `�� � . �t°"'i'W � t�l^'i+ft`"in�'"� 1�F'3l°"�1 L✓t°6 C\t'� !/ r A"�c ( Ji�' `9 IL 2 _ IA -Z 17 ' yl -z 3114 0 to R PN. i= 31 rrih PK, --� C" t� fxE''1 01,05-� t 1214-__ _- r _. T 2 'H 1/41Fi �" r € 2*ixt� trrlxLl U t2xGa ? 160 ' _� _ - i ttxtt PN, z i t hll 3!!td i �p MV OQ t'12" ! revision cute F E E �I4`° t��tt2 Cit �i scale: date: - t�'i -� t of L3� L p QuarsTt�tCSGE DC.. -1E a (araC, tZTbc 12r A 4. IZrA . 1ZTAG (•1 } r t r r ► I 1 I IVA- ►, :�. r ,• a r pA.4,•4 moves of Tt;Lsr PLxoom_ AL,So A t,L.-( `ro P. AS titgtNT PL4««ta '6 C.A. L V.: 4/e 1-- - - - 5 s� .. DATA INFO. 1e •. • r :d '1 i�fd t,.. F 5 pL Apt Ar tal2k �sAr (FO %L •NT,T-i q , -. ..:a 1 Qts ':S• a4.. i 1' 4 c i/ �a` �'. t �T �Y,�.. k t�'.. K PLAN t t r 4.... .. 1. ca �• - % t ' k 1 1 @ 014 kd' LOea NO t 1-3 ScoX WOAwTITtr4l %. G 4 A ►2 pUFIL TZ -F ZP'rA LC .Ira ' rlue&C-�k. r;!%7_�Y t o a� F 11 1 A 11 bra oka.SSkr.A.T�.1� .eAjo.vr�k�t. P MWO �L? (+�L VOPLCC* M -T 10 "r -YO �A0 F50sa. S-)1 VAT 4 ALA'RM F`i�»f^.. c` 1° 'i ',� � 61 3 ' , fie+ [,». j f/y � �• i�+' A. i P ES5Ai6Lc Co r{ts« A36 StorDa.vr+'ro to]>f'SNuaT its' C'AA1 �NW ewA a.. Loop,No. i Pat zm ' Ertx Ai r to >Y s 6- ^Oro 5t�r.iri 1A'( ALAV_t�k� +Cmr,::e Psy e'tla�lxf, �P� fi'a:4 i i A �:pJ-7���•8s M ¢T 4 '�►� ` LrrOAgENo,Ai�? PI.VV- E.t�t6�C ►..5'G PA•-tEL-4-'iG QAatE:l. - '�� ata D15 19 PA�E6. 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"s x Y .+ xa..*a.�yt. i.! �+ C �„ `:wri# +'L' C 3 p C..a. } "G, y y � 37 v. purchase p, w. rn., a $ :.. �, ,... ^.•,,. .asrau.: ass3..w s , - m wm s e :, � Fr °�'�`. ,, :�;,,. � � n v m. r&. rs±.»nYa.�.�..'�.::VE..5n.3�'yw,., 4H`a...M3Msa�g'ra•'sr:8k"{.R 4P °l3 `^M^:.,Li r It :„'Y. * K k w � ' ,:,, .: h r a.r.,.:xr..rsa e..w,fi.:+�„cxzre,�zara.,ut-ssxa.nas: ..� r,.,aass..�:<a� ,.:,,. �. .-• -_,. ” f MAJOR DIVISIONS c)tsT"f'RICAL NAMES BORING BORING r BORING GW WELL -GRADED GRAVELS, GRAVEL -SAND MIX - w LL 0 w w a- _j 0 0. 0 1-- < 14 GROUND SURFACE 7 V 1,� sk K %, r -7 iE> 14 o'l t _j Ir z < 1,- F_: (:) Fr 0 Lu C) 1: 1% >-,. o w J 0 :3 (j) J _j 0 J JI N OV, MAJOR DIVISIONS c)tsT"f'RICAL NAMES BORING BORING r BORING GW WELL -GRADED GRAVELS, GRAVEL -SAND MIX - w LL 0 w w a- _j 0 0. 0 1-- < 14 GROUND SURFACE 7 V 1,� sk K %, r -7 iE> 14 o'l t _j Ir z < 1,- F_: (:) Fr 0 Lu C) 1: 1% >-,. o w J 0 :3 (j) J _j 0 J JI MAJOR DIVISIONS c)tsT"f'RICAL NAMES BORING BORING r BORING GW WELL -GRADED GRAVELS, GRAVEL -SAND MIX - w LL 0 w w a- _j 0 0. 0 1-- < 14 GROUND SURFACE 7 V 1,� sk K %, r -7 iE> 14 o'l t Iq -,I TURFS LITTLE OR NO FINES, crA 0 z 0 4 "i > W c) >_ U�3 J U POORLY GRADED GRAVELS OR GRAVEL -SAND _j �� 0 Z� (n uj �lj GPMIXTURES, LITTLE OR NO FINES. > 0 w > Ln Lu (n _j LL uj cr- ui IL 0 Z) < -/-3 (4 Ul ro 0 GM SILTY GRAVELS, GRAVEL,SANO-SILT MIXTURE, It _j V) (c UJ w I > U Z Z > uj _T Lu 0 TG °t _j0- 0- GC CLAYEY GRAVELS, GRAVEL SAND -CLAY MIX- < 0 TURES, < 0 }_ CCU - «r4 uj j 0(rWELL-GRADED SANDS, GRAVELLY SANDS, LI' w LL (D cl) z 0 cli SW C/) _j z <t Lu w OR NO FINES. CC z > Zf ul Z I-- LL < Z POORLY GRADED SANDS OR GRAVELLY SANDS, G 0* u < I, S P �R UND SURFACE V) U < 0 < :r u LITTLE OR NO FINES. T u cr ui I cr > uj PT, er—k— uj T ui :r _j < Uj Llj m 0 SM SILTY SANDS SAND SILT MIXTURES. a, cry �-/3 -- aj- LJ < < z A V) 0 :� t-_ w 0 _j a- < Sc CL CLAYEY SANDS, SANDCLAY MIXTURES, t� t; 1z, uj LL >INORGANIC SILTS AND VERY FINE SANDS, ROC V) FLOUP, SILE TY OR CLAYEY FINSANDS OR T 'vl L _j CLAYEY SILTS WITH SLIGHT PLASTICITY. < 1 INORGANIC CLAYS OF LOW TO MEDIUM PLASTI T 0 _L CITY GRAVCLLY CLAYS, SANDY CLAYS, SILTY < CLAYS, LEAN CLAYS. _J (f) ORGANIC SILTS & ORGANIC SILTY CLAYS (,,lF �T 1,4 0 L I— LOW PLASTIC!) Y cl- 0 J --- 7 _j (D INORGANIC SI LTS, NlICACEOUS OR DIATOMACE01 , Q0 H FINE SANDY OR SILTY SOILS, ELASTIC SILTS, V) 0 V) INORGANIC CLAYS OF HICH PLASTICITY, FAT 0 _j - CLAYS. Ii < T '40 u.' 0 H ORGANIC CLAYS OF MEDIUM 10 HIGH PLAST! (3 ORGANIC S _TS, ----------------- H I pt PEAT AND OTHLR HIGHLY ORGANIC S 67 V>iAKOil 0 01 LS. atmI G A I C S 0 1 L S -Ilw SIEVE All`vlALYQlS BOMING O. -Fli`I RG A, C-> t tA (A 14 L r T cp, % PASSED % RETAINED BY NO. 4 SIEVE % PASSED % RETAINED BY NO, 40 SIEVE % PASSED % RETAINED BYNO. 60 SIEVE y % PASSED .% RETAINED BY NO20 . 0 SIEVE zn pe, -r N BORING NO. --BELOW G ROUND'SURFACE % PASSED % RETAINED BY NO. 4SIEVE % PASSED %RETAINEDBYNO. 40 SIEVE % PASSED '.RETAINED BY NO, 60 SIEVE % PASSED %.RETAINED BY NO. 200 SIEVE -too < ENG.INEERIN,d NSPECTION -rte f:;i,,y BORINGS, WERE INSPECTED. UNDERHE SUPERVISION. OF: e7 �q- A AS INSPECTOR. A DATES -OF. -FIELD WORK. ------------------------- -re 4 T .. .... & 14 f \j THESE-BORI GS WE IRE -MADE AND N CARRIED TO THE DEPTHS IND!CATEL, AND. TO THE BEST, KNOWLEOGF:', THE DESCRIPTION A' CLASSIFICATION OF THE SOILS ARE -A ND TRUE DESCRIPTION OF THE SAMPLES UNCOVE kED AT THE LEVELS INDICATED AND THE SAW PLES RECOVERED ARE REASONA8LY.REPRESENTATIVE OF THE SUB SURFACE CONC.1- TIONS. BORING CON I RACTO.R'S CERTIFICATIONS ACE BORING INC. CERTIFIES AS T(, THF ACCURACY OF T HE SPOON AND CASING BLOWS AND ELEVATIONS ANDIMETt D BORING. THE FOLLOWING EOUIPMENT WAS USEP- EQUIPMENT UE & 11 SPRAGHENWOOD MODEL 30 0 40 CL 0 ACKER MODEL RGT c LD C], NX8 0 CME 55,30 CME 45 TYPE OF CORE BARRELS AND DIAMOND BITS: SIZE *','ORE DIAMETERS 0 AX IES I - 1!8" 0 BX 2-3/8" C NX 2-15/16" SEE 0 AXM 0 Nx,.* 2-15/16- 21/$"" A Iq WATER 8 2" NOTES 200 LBS, ON 21/2" CASING - 18" DROP 140 I. BS. ON 2" SPOON - 30" DROP SPOON - SPLIT SAMPLER -- 2" O,D- ,-318'" 1-0. (24" LONG) WATER ENCOUNTERED WATER NO I ED ON PRINT tS ONLY FORST INDICATION OF WATER, FOR EXACT RESULTS CALL FOR OUR WELL POINT TEST, BORING LOCATIONS ON TRACING NOT DRAWN TO SCALE UNLESS DIRECTED. ACECLIENT., -------- B0,RING. H .Mcm4, i EXEGUTIVE OFFICE 167-20 1201h AVENUE. P.D. BOX 957, ROCHOALE VILLAGE. NEW YORK, 11434 PHONE: 171181 525-5295 BORING LOG PLOTPLAN JOB LOCATION: VALLEY STREAM STAT Erb ISLAND BEDFORD BERGF-NFIELD NEW YORK NEW YORK NEW YORK NEW jERSEY (516)561-2175 (718)525-5295 (914)764-4266 (201)i87-1661 _j Ir z < 1,- F_: (:) Fr 0 Lu C) 1: 1% >-,. o w J 0 :3 (j) J _j 0 J GROUND'SURF"/,CE OV, 6 - �15 A 1 K'7 C-5 I )J Nl 14 b L __J ep I c, T 0 Iq -,I TURFS LITTLE OR NO FINES, crA 0 z 0 4 "i > W c) >_ U�3 J U POORLY GRADED GRAVELS OR GRAVEL -SAND _j �� 0 Z� (n uj �lj GPMIXTURES, LITTLE OR NO FINES. > 0 w > Ln Lu (n _j LL uj cr- ui IL 0 Z) < -/-3 (4 Ul ro 0 GM SILTY GRAVELS, GRAVEL,SANO-SILT MIXTURE, It _j V) (c UJ w I > U Z Z > uj _T Lu 0 TG °t _j0- 0- GC CLAYEY GRAVELS, GRAVEL SAND -CLAY MIX- < 0 TURES, < 0 }_ CCU - «r4 uj j 0(rWELL-GRADED SANDS, GRAVELLY SANDS, LI' w LL (D cl) z 0 cli SW C/) _j z <t Lu w OR NO FINES. CC z > Zf ul Z I-- LL < Z POORLY GRADED SANDS OR GRAVELLY SANDS, G 0* u < I, S P �R UND SURFACE V) U < 0 < :r u LITTLE OR NO FINES. T u cr ui I cr > uj PT, er—k— uj T ui :r _j < Uj Llj m 0 SM SILTY SANDS SAND SILT MIXTURES. a, cry �-/3 -- aj- LJ < < z A V) 0 :� t-_ w 0 _j a- < Sc CL CLAYEY SANDS, SANDCLAY MIXTURES, t� t; 1z, uj LL >INORGANIC SILTS AND VERY FINE SANDS, ROC V) FLOUP, SILE TY OR CLAYEY FINSANDS OR T 'vl L _j CLAYEY SILTS WITH SLIGHT PLASTICITY. < 1 INORGANIC CLAYS OF LOW TO MEDIUM PLASTI T 0 _L CITY GRAVCLLY CLAYS, SANDY CLAYS, SILTY < CLAYS, LEAN CLAYS. _J (f) ORGANIC SILTS & ORGANIC SILTY CLAYS (,,lF �T 1,4 0 L I— LOW PLASTIC!) Y cl- 0 J --- 7 _j (D INORGANIC SI LTS, NlICACEOUS OR DIATOMACE01 , Q0 H FINE SANDY OR SILTY SOILS, ELASTIC SILTS, V) 0 V) INORGANIC CLAYS OF HICH PLASTICITY, FAT 0 _j - CLAYS. Ii < T '40 u.' 0 H ORGANIC CLAYS OF MEDIUM 10 HIGH PLAST! (3 ORGANIC S _TS, ----------------- H I pt PEAT AND OTHLR HIGHLY ORGANIC S 67 V>iAKOil 0 01 LS. atmI G A I C S 0 1 L S -Ilw SIEVE All`vlALYQlS BOMING O. -Fli`I RG A, C-> t tA (A 14 L r T cp, % PASSED % RETAINED BY NO. 4 SIEVE % PASSED % RETAINED BY NO, 40 SIEVE % PASSED % RETAINED BYNO. 60 SIEVE y % PASSED .% RETAINED BY NO20 . 0 SIEVE zn pe, -r N BORING NO. --BELOW G ROUND'SURFACE % PASSED % RETAINED BY NO. 4SIEVE % PASSED %RETAINEDBYNO. 40 SIEVE % PASSED '.RETAINED BY NO, 60 SIEVE % PASSED %.RETAINED BY NO. 200 SIEVE -too < ENG.INEERIN,d NSPECTION -rte f:;i,,y BORINGS, WERE INSPECTED. UNDERHE SUPERVISION. OF: e7 �q- A AS INSPECTOR. A DATES -OF. -FIELD WORK. ------------------------- -re 4 T .. .... & 14 f \j THESE-BORI GS WE IRE -MADE AND N CARRIED TO THE DEPTHS IND!CATEL, AND. TO THE BEST, KNOWLEOGF:', THE DESCRIPTION A' CLASSIFICATION OF THE SOILS ARE -A ND TRUE DESCRIPTION OF THE SAMPLES UNCOVE kED AT THE LEVELS INDICATED AND THE SAW PLES RECOVERED ARE REASONA8LY.REPRESENTATIVE OF THE SUB SURFACE CONC.1- TIONS. BORING CON I RACTO.R'S CERTIFICATIONS ACE BORING INC. CERTIFIES AS T(, THF ACCURACY OF T HE SPOON AND CASING BLOWS AND ELEVATIONS ANDIMETt D BORING. THE FOLLOWING EOUIPMENT WAS USEP- EQUIPMENT UE & 11 SPRAGHENWOOD MODEL 30 0 40 CL 0 ACKER MODEL RGT c LD C], NX8 0 CME 55,30 CME 45 TYPE OF CORE BARRELS AND DIAMOND BITS: SIZE *','ORE DIAMETERS 0 AX IES I - 1!8" 0 BX 2-3/8" C NX 2-15/16" SEE 0 AXM 0 Nx,.* 2-15/16- 21/$"" A Iq WATER 8 2" NOTES 200 LBS, ON 21/2" CASING - 18" DROP 140 I. BS. ON 2" SPOON - 30" DROP SPOON - SPLIT SAMPLER -- 2" O,D- ,-318'" 1-0. (24" LONG) WATER ENCOUNTERED WATER NO I ED ON PRINT tS ONLY FORST INDICATION OF WATER, FOR EXACT RESULTS CALL FOR OUR WELL POINT TEST, BORING LOCATIONS ON TRACING NOT DRAWN TO SCALE UNLESS DIRECTED. ACECLIENT., -------- B0,RING. H .Mcm4, i EXEGUTIVE OFFICE 167-20 1201h AVENUE. P.D. BOX 957, ROCHOALE VILLAGE. NEW YORK, 11434 PHONE: 171181 525-5295 BORING LOG PLOTPLAN JOB LOCATION: VALLEY STREAM STAT Erb ISLAND BEDFORD BERGF-NFIELD NEW YORK NEW YORK NEW YORK NEW jERSEY (516)561-2175 (718)525-5295 (914)764-4266 (201)i87-1661 L & T L)1_0� I Tic 16 , 2 ;7— MACADAM L;< 4 (4 A, C58 41 1��ALK P\ 5 E5 35 E7 5 -T o N£ nS _r, rA 4 T` E 4! AK ASN ASrl TILE TO RY R --,MAIAjS ?63 'S 2 V -Al 1`4 j P..;�c) � T, c ", 5 T 0 D -rL0 I t4 til—AME '15 0) 7'0 At "RA ai. £+`-t" FP_ AMC (�Az'lofkyl (lu L Pj K(A, c- S � 1 .11 __ 1. __ Z 0 OIL Ft ILL L ).14 Drep rl <) A� o tq c E T Fc P, m t V "P.9 Tfa N NIS ?5 7.5 It (J I L 0 ja 3C K4 APL FL00K (6 cd A$ -T ff T F WALI c 26 4 4EIB 14; s' Fp- x4lE 6AQA&E \0 tu 1) A\ M p A v Ij T x 411b 1-4'M A P4. E %A • tu fJ Z gcH w mpkp E L9 0 12"MPPLr Ile W'MAPLt u p.pc 0 1 To Is P�AE < MErAL c. "_"� %) K < V4 ArEa VALV I ELT-C.Yk, C_ Id JOAJCTION 63 Apt, Not stye D I D E C Vi VA L 14 P, PE AC A DP,1.4 7 S I APLE C L) P, a IS`"n 14" ig D r4 F_j .5o < 6ATt Post ti V 73ZI 5 N Asti 04 04; 3e�. 4u 4AS z_ c 4'.V TEL EP Ho 41JE KI I R_ 255, 11TINE KrETAININ� WALL 16 _'(7 _o9 �45WATFER /A L A/STTc u V4Hryt{ P_ c, (ffkACADAtv! PA \/F �017 kJT) 2 E40 Z30 3A Iz —F Tr a of ,\J A TE P. MAIN I look& BMW ki Rm POLICE HEADQUARTERS SUR '00 T P F 1 4 PP, E PAFE:D FOR- TH F_ I L L,/-\ G E 0 F P, YE B ROOK, I -Y l L_ J'L 1?- .6, \'I�Nj zed .... ...... scale- date: sheet /�_ of j, --- - ------- -- ----- L & T L)1_0� I Tic 16 , 2 ;7— MACADAM L;< 4 (4 A, C58 41 1��ALK P\ 5 E5 35 E7 5 -T o N£ nS _r, rA 4 T` E 4! AK ASN ASrl TILE TO RY R --,MAIAjS ?63 'S 2 V -Al 1`4 j P..;�c) � T, c ", 5 T 0 D -rL0 I t4 til—AME '15 0) 7'0 At "RA ai. £+`-t" FP_ AMC (�Az'lofkyl (lu L Pj K(A, c- S � 1 .11 __ 1. __ Z 0 OIL Ft ILL L ).14 Drep rl <) A� o tq c E T Fc P, m t V "P.9 Tfa N NIS ?5 7.5 It (J I L 0 ja 3C K4 APL FL00K (6 cd A$ -T ff T F WALI c 26 4 4EIB 14; s' Fp- x4lE 6AQA&E \0 tu 1) A\ M p A v Ij T x 411b 1-4'M A P4. E %A • tu fJ Z gcH w mpkp E L9 0 12"MPPLr Ile W'MAPLt u p.pc 0 1 To Is P�AE < MErAL c. "_"� %) K < V4 ArEa VALV I ELT-C.Yk, C_ Id JOAJCTION 63 Apt, Not stye D I D E C Vi VA L 14 P, PE AC A DP,1.4 7 S I APLE C L) P, a IS`"n 14" ig D r4 F_j .5o < 6ATt Post ti V 73ZI 5 N Asti 04 04; 3e�. 4u 4AS z_ c 4'.V TEL EP Ho 41JE KI I R_ 255, 11TINE KrETAININ� WALL 16 _'(7 _o9 �45WATFER /A L A/STTc u V4Hryt{ P_ c, (ffkACADAtv! PA \/F �017 kJT) 2 E40 Z30 3A Iz —F Tr a of ,\J A TE P. MAIN I look& BMW ki Rm POLICE HEADQUARTERS SUR '00 T P F 1 4 PP, E PAFE:D FOR- TH F_ I L L,/-\ G E 0 F P, YE B ROOK, I -Y l L_ J'L 1?- .6, \'I�Nj zed .... ...... scale- date: sheet /�_ of j, TYPE 'C' PRECAST CATCH BASIN TOP PER CTDOT STD. �DWG- #229E Lr-AZvx�. fare CAU, Livi, -0� F4; vme$4 "." V51 VK b VVI44T. Ift-0 Z.T"c A-rl* LAAEzr _R ICY, AND MORTAR BASIN _vf-e ooit D�J % 0 7", PROPOSED GRADE mot'. 40� elle-_ PRECAST CONCRETE LID, (IF,,'REQ't) GRANULAR BACKFILL -r$Me W;tArM#4A WM4 KNOCKOUT A"ve Ar*,A ICA Im- estfw (4 SIDES PRECAST CONCRETE CATCH BASIN *ISER wrWI 700 :�,TORY- _T 7 -�l _ __ , , 11, 1 L111 VARIES 04_� 1 1 so t%qPr_PPv rwe zAvy- KVVA NEW A"PHALT �ASriri�14T tLVI 1-2554 5-rm.,mAWY (1), PAY U PRECAST CONCRETE SUMP I COT -OF 4 P -1 -1 ''1 v . I _,- . 11. 1-1 - I I I 24 or I il , — I _ - v -se exwr 4- 6. SUBBASE GRAVEL tAATMIZ Aw/cp Lou A5m5cz-66W. PT V NN 1 4 cAr 4 0 BE ABLE TO wIT+4STAND HS -20 NOTE 1) ALL PRECAST COMPONENTS TO U f �1;_rw 0�t 5109y WHEEL LOADING 40 4 So LIFTS AROUND BASIN _77 2>- BACKFILL TO BE COMPACTED AM I ION 37 5 4j- jo TOP TYPE C -L 3 1,r4 E14 zt 'v;l TYPE CF CURB USED AT EACH LOCATION. < tQ y + 4) TYPE IC, TOP TO MATCH v,/ 1;�"Tof�z - 0 eLto — I *It -_ e, � fl A 7� if i-_ �,A& i - &I /v C) JA M 0 91 NC7-1 _1,Nrrf*1 Ylll/ P 4 ILA 1`� 6 m _� 0 5T 7 AVVI� UN D NfW,45PHALT EXISTINIGI 'F � W - C __- -e, i1jr �55.10, F"i t, 4 - f� A i i I 5ASMNT rLt)i +z e#VK* . ) PAY IN r:5 5 -My MWW faxe:��A_71r_41f.,P� 114r-, /OWILAN� e--, Z' 2 �IZOUNP �"J_ tL.E:'V+2 ry �5N 27 Tr� r _x —7 MW ONt 5TOR'Y lop Z, 7 Atvtm M. JkL4, N WAU< "Now 'j I ic� 0 THC- v -1/w<_ PA 1;) 1 1 I'iq SWIMMING Mot.. e;, -TH6 lk� ly� oil L C) v �4 U71. 4� 0� L 777 in o , rr ft/q�j Acc rL)jqj,,vj,, 12t4l�Q C,&)Plj 3 f e LC&'r f5z;1z_ CTtfr_,r_ ��rre L) � I X Kai: - I -K K�AA-T I C,t4 L_L A!)ri�grj IZ- 4, L_X 5, -A r wuLxr- HAT5XIAL warning. 00 �4) A I ih !!L U L I i 7 1 t!t'll It 1, Tj -111 DI T" Tj j *T '3� >1 01 A REINF. METAL EDGE f 0 U z V GAGE DIMgN$ DNS I A I )1#.4B I C -t AX H L IY2 I W-1 1 6- - -8__j 6-j " 6" 1 - ��=O a C, 2O"APPAdX. IAIJ 2'17', W PLAN FINISH EARTH SLOPE anderson la roPokcal Ondewson 1 architects and planners 22 purchase street - rye new york 10580 werner e. tietjen, pe. consulting engineer 68 purchase street rye - new 4o-rk 10580 AS REGUIPF L GALV. TOP FINISH PLATE IN, Q—APPAOX 2VZ'I SLOPE 4- - A\"7 SAW Aff Z_Jff V1 I L L A E " vo" FFS F"I Y I mw B 6 VILLAGE HALL, POLICE HEADQUARTERS B DR 0 0�. rn R, 19 9 STD. COUPLING BAND ELEVATION V� t7F,_7;411 (7�`F title; -cale: date: sheet of 2_?_ r, Elm 0 i ftlk 4101�1 milL., vec-.< R4or, !WM nym� 126 �jl 4", , 91. 1 . v 6�1�1)� -4 t'l �7 @) ii 4 &t A Olt "W ErVi X W j 'ZA 4 O� r L Ilk' r qCft-� FfK 0 At - l 1._j J 'I 7Z7,—= Xj 4 01 I �r I -I F_ T -0- 4 17 41/-4 1AZ I I'- Ap,� Yz r, Elm 0 i ftlk 4101�1 milL., vec-.< R4or, !WM nym� 126 �jl 4", , 91. 1 . v 6�1�1)� -4 t'l �7 @) ii 4 &t A Olt "W ErVi X W j 'ZA 4 O� r L Ilk' r qCft-� FfK 0 At - l 1._j J 'I 7Z7,—= Xj 4 01 I Fir t-� T 0051 ALL., W4;rlg 4; 71A*';� -9 TPH t4Ar-�� CONSTRUCTION AND DEMOLITIGN NOTES + 1, Existing toilet,tp remain, ifii floors and wainscot. Refurbish existing 4ding ceramic life I,!h, new seats and cover, Existing metal toilet, partitions shall remain and Al>t 41 dA�_ -r)Z)ILJ water closeisi "if be scrap, sanded, and painted, Remove existing Iwistories and one urinal (in the -eLr - - men's toileVFrovide new ItAvatotieses indicated. T 2. Remove existing windows, thefil'trames, arid related appoirteriances in their entirety. Rerholore brick rowlock sills. Close resultant openings with",metat stud construction to MA) -KOL f ;rece yp ard finishes on both sides of the ening, kAl J it �i_111`17 'it - 3. Remove existing stud waH/gypsum board construction in -its entirety. Lt. 4!:;,� JVtA -7 exisling 4� 71W_ concteto slab. Scrape, clii�n, and. sh-patch slab as required to provide a smooth, V, level, and suitable substrate for the new flooring. -Tw,vT !Poll W)4 -IN 5. Existing steel columns to rentain, Scrape and paint, r� 1?4 VV/ Mm 4,TV 61 Existing gypsum board on furring to remain, Remove the existing 48" h. wood panel 1K 7 wainscoting and trim in its entirely, ILI, 7. Remove existing wood stair and railing In their entirety, Close resultant floor opening with metal deck, concrete, and required supp 71 "on. See structural drawings. -S tion at existing concrete stab as required to fa6titate 0 �;ind remove par V construction,of new, -Concrete foundation work, Provide new floor construction as 07' indicated. -To Ke/_-jeVr_- �C-fja 9. Remove existing built-up rooting in its entirety, including gravel, asphalt plies, and insulation. Existing metal d6cl< substrate shall remain, gCX�jk-T fbr- 'I Al VW1 6> N" TC _/91 tAlt";' #0r- 10. Remove existing false 48, h. mansard root and 24' w. soffit in tha,r entirety, including 7 linless* steel P all wood framing, plywood substrate,,,asptialt shingles, and wood ;,)ffit. 4" M1,H fYr_+A f,,vzV4v-e_ Aluminum Fran a A W Spacer 11. Remove existing aluminum leaders and gutters in their enfirlity. 01� L 12" 421?�"" 1 12� Remove existing metal coping at the root's building perimeter in its entirely, including H!q % ail underlying blocking and anchors. TC�FP 4:;PN4::; 13. Remove existing 40"4- diameter existing hood, frame, and all related appurtenances in t 1ow 11W nlieIiiis Meet their entirety. Close the resultant wall opening with concrete masonry units. Provide interior finish as inclicateo. 11-4 4— Front VhW" 4b I X 14, Remove existing masonry planters in their entirety (approximately 40" total ht,). ME 15, Remove existing concrete platforms in their entirety. ReAeve eii! ey** 4� 122; �__ 7 ?4 k,t'[,J 'All 1--il-alt it J So "ea 17 �-eVic� VINI(L Tj�r__ �_t_Ar_;44 FXr-H -07j�� ro anderson 16 Cca andi a r architects and, planners 22 Dur"se ttfeet,' rye new vork lo5m, wernere. tietjen consulting engineer p4 e., y1w, 68 Purchase street rui� new york iOwo I FA ME M I revision date T_ 4, I V, Trzz-"r" scale: date:, sheet Of �r I -I F_ T -0- 4 41/-4 1AZ I I'- Ap,� Yz OF, & FtATt _t Ar 8 N0A) 660 3 j2EL0(.ATF-_ r��1ie Jrl, __7 L 44F�, I 01 L L LAVPekZ TO T L I -TIC 4-1- _7 J", r% 1, 5,4A 1 1 1 1 r1l pl/z -4 51ew�! T lill N -T, E -L b F-4 V1,nrwN,( lr� (17 TPr/ ovee- �L- I 4` "T kAl tO M�F_- �a I H to I< 4�, 10, F. j 6121 S (V "U, U. C�x oil 01 iv -0. Vill NOM P VW 'VA9TT10-4 A I—— �T� ) (� LA) 89 r E 1T_ T I I Ir l -71-1)! TEJ LS 1 f - __T Lt S�_4 F_ 51 'Vie 16-0 J, + 110 a tn7 _r L i4 A�j \h &I ED,, al F 'All h "l .......... ....... Z F911 to pis 5e�P5;K 11IN a4 4�4 AM 4- 4_� _TP 0 -0 so 4 L A' A- A' L .0 1>V1. oil Z/ 4 Fir t-� T 0051 ALL., W4;rlg 4; 71A*';� -9 TPH t4Ar-�� CONSTRUCTION AND DEMOLITIGN NOTES + 1, Existing toilet,tp remain, ifii floors and wainscot. Refurbish existing 4ding ceramic life I,!h, new seats and cover, Existing metal toilet, partitions shall remain and Al>t 41 dA�_ -r)Z)ILJ water closeisi "if be scrap, sanded, and painted, Remove existing Iwistories and one urinal (in the -eLr - - men's toileVFrovide new ItAvatotieses indicated. T 2. Remove existing windows, thefil'trames, arid related appoirteriances in their entirety. Rerholore brick rowlock sills. Close resultant openings with",metat stud construction to MA) -KOL f ;rece yp ard finishes on both sides of the ening, kAl J it �i_111`17 'it - 3. Remove existing stud waH/gypsum board construction in -its entirety. Lt. 4!:;,� JVtA -7 exisling 4� 71W_ concteto slab. Scrape, clii�n, and. sh-patch slab as required to provide a smooth, V, level, and suitable substrate for the new flooring. -Tw,vT !Poll W)4 -IN 5. Existing steel columns to rentain, Scrape and paint, r� 1?4 VV/ Mm 4,TV 61 Existing gypsum board on furring to remain, Remove the existing 48" h. wood panel 1K 7 wainscoting and trim in its entirely, ILI, 7. Remove existing wood stair and railing In their entirety, Close resultant floor opening with metal deck, concrete, and required supp 71 "on. See structural drawings. -S tion at existing concrete stab as required to fa6titate 0 �;ind remove par V construction,of new, -Concrete foundation work, Provide new floor construction as 07' indicated. -To Ke/_-jeVr_- �C-fja 9. Remove existing built-up rooting in its entirety, including gravel, asphalt plies, and insulation. Existing metal d6cl< substrate shall remain, gCX�jk-T fbr- 'I Al VW1 6> N" TC _/91 tAlt";' #0r- 10. Remove existing false 48, h. mansard root and 24' w. soffit in tha,r entirety, including 7 linless* steel P all wood framing, plywood substrate,,,asptialt shingles, and wood ;,)ffit. 4" M1,H fYr_+A f,,vzV4v-e_ Aluminum Fran a A W Spacer 11. Remove existing aluminum leaders and gutters in their enfirlity. 01� L 12" 421?�"" 1 12� Remove existing metal coping at the root's building perimeter in its entirely, including H!q % ail underlying blocking and anchors. TC�FP 4:;PN4::; 13. Remove existing 40"4- diameter existing hood, frame, and all related appurtenances in t 1ow 11W nlieIiiis Meet their entirety. Close the resultant wall opening with concrete masonry units. Provide interior finish as inclicateo. 11-4 4— Front VhW" 4b I X 14, Remove existing masonry planters in their entirety (approximately 40" total ht,). ME 15, Remove existing concrete platforms in their entirety. ReAeve eii! ey** 4� 122; �__ 7 ?4 k,t'[,J 'All 1--il-alt it J So "ea 17 �-eVic� VINI(L Tj�r__ �_t_Ar_;44 FXr-H -07j�� ro anderson 16 Cca andi a r architects and, planners 22 Dur"se ttfeet,' rye new vork lo5m, wernere. tietjen consulting engineer p4 e., y1w, 68 Purchase street rui� new york iOwo I FA ME M I revision date T_ 4, I V, Trzz-"r" scale: date:, sheet Of P t -e " � �(lif.-,{`,✓'�^'' � -- 1"IG��~ C"Z,�T�,I�'�tr �✓C.d�:t�ll�.r"G a t w z ,v LEFT NOW ,,,�•I � 0.. t� P A� EDU CAP EMCAPCMEN OaA 49 MTLI F -Y f r��l LLP -i 7K T F-iz�� Oz; Oft�LNV Fl, ly t l a 4 y� -- - E #1 T<WAr'HFSC '"': w ' .• u.. -A& ivi L, �"r,.. U ° J. . .owe i riri ��rri i� r iii i n iir ■ni��n�rrri�rrrrrrrrrr�r�rr x CQ To i - _. , .n„ r iHil ' x. LiL41 i t'e��✓G'�� �"-� ""M 'v�/i�i�"��t �'"`i` L�.l�i� Gni-�=��- 1*�i'�=�: '�. - 1 ,.NLC New., s, r �U 4 'l+C# ►C v I cc i yw .::- I mvv ywo IES fvw%ry FOR DRAIN.", WITH tNSUL-J:0tl AT DRAIN NOTES: �UMP OREATER THAN 3 INCHES TO IFI0RLZON_-A,L, FOOT 1. REIN , F�RCED' EPOM',9EmBRANE MUST 13F FA.STtN.`_.D WITH SEAM FASTENING PLATES SURE- SFAL/BRfEE-- PLY No MORE THAN 12 INCHES ON CENTER SU2E-SF_1I_ WATER NON-RFINFbRCF0 EPOM )AFM,PPA%iIE WHEN THE TAPERED INSULATION 3 AT THE CUT-OFF MASTIC AN6 ME BRANS SPLICE DRAIN SUMP IS GREATER THAN INCHES TO TH E- HORIZONTAL FOOT. CUT REIN - CLAMPING R'-- SUFf.'--SEAL SEAM' FASTENIN't-, IORC--," i.iE),IBRANE E`VV,:%) %'.'!TH TOP EDGE (BY OTHERS) PLA7n-. (LAX. 12-0 C.) F,,FT DRAIN SUMP. (SEE NOIE 6) WHEN TAPERED iNSUILATION AT THE DRAIN S U R V - S EAL SU !P ;'S LESS THAN 3 INCHES TO THF F., NEMSEALANT HORIZONTAL FOOT, REFER TO U -6--S'- DETn MIN. � rtUS-- NONPEINFORCED EPDM MEMBRANE AS, A SURFACE SPLICE Al�* EXTEND INTO RAIN' CLAMPIN�; RINC 3. WHEN A SOUARL, OR RECT.V4GUIAR J1,11 1 �,ECTION OF NON -REINFORCED 0PDM L � 1 --'- J� I.15RANC IS USED AS A SURFACE S PLIC -E, ROUND THE CORNERS OF THE -u NON -REINFORCED FOR PROPER SPLICE, 4. j7 ;E EDGE OF THE SURFACE SPLICE 0 V-1 C THE DRAIN S1;WP AT LEAST N 6 1�',-HES IN ALL DIRECTIONS ONTO T E "ORiZONTAL 1J t.i 3f ANE S. INS!ATION TAPER SiVLL NOT er STEEPER SAN 6 Il.'CHES (VERTICAI) IN jM m 12 ;NCHFS 6. HP LOCKING SEAM P:. ES ARE REOIJIPED I,,' !I U O. S' &I t'ASTENIN,-, PLATES STEti DECKS, REFER TO DE'TAI, T ? NOT,- 3-- tIOTES: I. APPLY IN -SEAM 1/2 INCH STAINLESS STE; L CUT-OFF MASTIC FROM THE INSIDE EDGE: OF rH�_ CLAMPING plltlln,_ PIPE SEAL FLANGE, PRE -,MOLDED PP E SEAL* IN -SEAM SEAUVJ MUST BE LOCATED A SSUR MAXIMUM OF 1/2 INCH AWAY FROM E-SEAL78WIE-PLY SURE-SFAL CURED EPOM IAEMaRANE EPOM MEMBRAINE THE Sr -Am FASTEtnNc PLATE AND SHALL BE CONTINUOUS AROUND THE SURE SEAL SURE -SEAL INSULATION PIPE.SEA—5;* I FASTFN!,,4c SURE -SEAL IN -SEAM Wr 3. PRE - MOLDED PIPE SEAL MUST HAVE SEALANT (NOTE 1) m V SU R E - SZ,*,:- INTACT RIB AT THE TOP EDGE \ HP FASTFNER I SURE-SEAL./BRITE-.1PLY REGARDLESS OF PIPE OvVET--_R. P (SEE NOTE 6) SPLICING CEMENT LIR S IJE EA STAINLESS AN 'P1 P H (SE Ir 4, 'EAM FASTENING PLATES ARE ALSO S U P E- S EAL68PITE ;,y R"QUIRED AROUND FIELD FAPICAT_D LAP SEALAII Pir SEALS (U-14 DETAILS). 5. ;.*,S -,A_11. A MUI3i(Ukf OF 4 SERIFASTEN- T T TNG PLATES FOR PIPES WITH A. DL*AETER !_ T L11 j I U-1 ILI 11-1 UP '0 6 INCHES, A.DDFROtiAL s£ u. A4 NING PLA7-_S WILL BE R_Q�jIRED FOR PIPES GF�E;iER THLAN f IER AJI;3 _SIVU, F5r SPACED Oc. > um LOCKiN` SF.11.m Pl_a_Fs ARE RE- -M 'AS 12' PLAT 5 Cvz-_i, DECKS Rcr_ TO DE7rAjL MitS21D. Imp; 111111'0412�9�� PP '7VAL �,Ri'[_ nLy _AP SF_AfA;14' S, At, WAER CU' -OiA'�; MI!(, �;URE Ai, a 13R!'L PL�" 111 R. `LAI. HP TFRFAINATK,N RAR NAk,IN f f L'M MLMEIYANIII A 71 Si_p: t)45" I f R! �f,, GiWi i f`A! A! a. _RW* 14 At�oe lt4l�A) LATk:>,4 - SUIRE- Sf NATION 9AR -.,EAI.; 11 R: I AL ADHES!VE E;'1)M MEMBRAt f 7 It F FM M�VBRANE NO APP!,' jjA;Rq 7 X,'i'_1 NO' FOR USE CN WOOD 'r MIN t. 2, WA7FIR CJTQt� MASTN, MJS7 Rl' it. 'N Fp, CONSTANfT rOMPFFSSiON DO NO-, WRA-' COMPRESSION TERMIN�,�:,�'� CORNERS �(:'R CORNER APP;�CAIICN. SFE DETNI, 'S��,NE SEAi ="[AM TE k�_LOW 1 /4 �,KH MINIWIM TO ' 2 �IICH Mkyim!,M SPA0NG RE7WEEN 'ASTEN�NG P,ATF AN �NS', AT 10 N -GNSF1 "EVIEN, 6 BCH WIDE �-)NCUPEI) ',-VASTOf-()RM FLASHING �Ull f- CNGr"S OF TFRM'�,-.'�( �� RAQ SURE -SEA L FASTt.NLR OR PRESSURE SENSITIVE FLASHING MUST BE MA.X. C 1 G..."", ENTERED OVER FIELD SPLICE AT THE ANGLE ERMINATiON 'VOR BY 0THFRS 6 8 iNC,11 X I INCH MINIMUM, SURE -SEAL IN. -SEAM SEALANT" simE - -SFAIL/fIRITE -f",Y CURt'D .060- NON -REINFORCED (SEAMLESS) EPDM MEMBRANE TOTAL COVERAGE: d f SURE --SEAL/ NO rl"' BRITE-41LY 2 3- MIN. EPDM MEMBRANE I_r`\P SLALAVI SURF,- SEAL INSULATION INOTES: P I. DECK FLANGE MUST BE TOTALLY COVERED 13Y CURED EPDM MEMBRANE. 2. MINIMUM 2 INCH MEMBRANE SPLICE FROM NAIL HEAD, 3 CURED EPDM MEMBRANE MUST OVER- LAP DECK MEMBRANE MINIMUM 3 INCHES. 4. FASTENERS AND FASTENER PATTERN AS 6, IN-SFAIM SEALANT MUST BE PLACED NO L ME1 Ak EDGE RECOMMENDED BY METAL EDGE MANU- MORE THAN 1/2 INCH FROM EDGE OF _. F TREATED WOOD NAILER FACTURER. FLANGE. 5. TREATED WOOD NAILER MUST EXTEND PAST 7, UNDERSIDE `01` GRAVEL STOP FLANGE ,URESEAI./ItlRU(_ 411Y TOTAL WIDTH OF METAL EDGE DECK FLANGE. MUST BE SEALED AT ALL JOINTS. - SPLICING CL.MLNI w�f—_ %1r_ METAL CAP SURE- SEAL'/BRiTE-PLY TM EPOM MEMBRANE SURE -SEAL BONDING ADHESIVE M, 16IL-) )QTAL F2SHiNG (BY O`FfffRS) SURE -SEAL bONDINC ADHESI'vE SURE- SEAL,/BRITE-PLY EPDM MEMEIRANE SURE --SEAL SEAM FAS7EIJIN(3 PLAIF (MAX 12 O.C.) SURE- SEAL IN --SEAM SEALANT SUR:. SEAL/fIRIfE PLY SPLICING CE-M.ENT r-- SURF- Sf,.AL/8RIrE-f`lLY LAP SE0,,LANT SURE-SEAL*/BRJTE:-PLY' EPOM MEMBRANE SURE SEA! !rjSUI_APON U I NOTES I I h 1 1 1� FOR ALTERNATE CURB FLASHING REFER To DETAIL U-12 -CU- 17-t7. OR 2, HP LOCKING SEAM PLATES ARE REQUIRED IN LIEU OF SEAM FASTENING PLATES FOR MECH- ANICALLY--FAS1T:NFD P.00l"INC SYSTEMS OVER STEEL DECKS, -7 3. 6 INCH WIDE UNCURED ELASTOlORM ft,ASH-- INC'OR PRESSURE ftASHING MUST MIN 7 FOR PROPER !N --SEAM SEAIANT P! A('f MCNT Rf-FFR BE CENTERED OVER FIELD SPLICE AT ANGLF: TO DETA!t- LJ --2 CHANGE_ Rt-fER fo CLIA!',. U .5-f 9X'r- 0611 1f K4.T L MTL. I -40T561-1 C_� r__11_1(7_1_i - 4- -T W/ C -41, L\1 L 6m%A 7ce, I ef- 1 I�- MO e�51rlGk.t.)< 1.�, /9' x 4" 1, vi d /4 �A G2 V ?7"x , 14 iU A." f �x I� C J 1< k� A. K C,r-T 4, lilkcl --------------------- kewwe 7 DL4Lj 6-1 It- c4FINC-0 r-t-Akk+4�N<�0 Jill- -1 oo-N-T, (fex V4 7) KT -j F e5lq..li�W I — I I V, At,1,7 ro Vin, fc'7 Mlrx 7� Z14 - r1toar- 41TT1 tk 2 r < 41,11 r TO �Z- r T:I;i� 7" 1 AF -f- -J I -40T561-1 C_� r__11_1(7_1_i - 4- -T W/ C -41, L\1 L 6m%A 7ce, I ef- 1 I�- MO e�51rlGk.t.)< 1.�, /9' x 4" 1, vi d /4 �A G2 V ?7"x , 14 iU A." f �x I� C J 1< k� A. K C,r-T 4, lilkcl --------------------- kewwe 7 DL4Lj 1-4 V4 `71 V, ox n_-Tf:7_0 ta Vill 7� 1115 r1toar- 41TT1 tk 2 < 41,11 r TO -J 4- 1< • L61 \T LL 10 ANY U-9 TERMINATION SIDES CANNOT EXCEED 12 INCHES SURF- SEAL/BRITE --PLY UNCURED SURE-SFAL BONDING ADHESIVE - - ----- -- ELASTOFORM I HE SURE -SEAL EXPANSION SURE -SEAL ki-7. JOINT SUPPORT INSULATION G -U 97 WIDE SURE -SEAL BRITE -PLY CURED .060- SURE- SEAI!/BRITE -PLY' (T " r, d ., - NON -REINFORCED (SEAMLESS) EPDM MEMBRANE I" MIN EPDM MEMBRANE SURE -SEAL RE SU -SEAL/BRITE-PLY SPLICING CEMENT SURE -SEAL SEAM FASTENING POURABLE PLATE (MAX. 12�` O.C.) SEALER SURE- SEAL/BRITE - PLY LAP SEALANT L T r -ft -4- v/ SURE -SEAL/ r I'- A" IN -SEAM SEALANT SURE -SEAL INSULATION METAL DAM NOTES; AROUND SEAM URE-SEAL/BRITE-PLY SPLICING CEMENT (BY OTHERS) I. 189F MAXIMUM TEMPERATURE, FASTENING 2. POURABLE SEALER MUST CONTACT UNCURED SURE - SEAL/BRITE- PLY LAP SEALANT ELASTOFORM FLASHING AND DECK MEMBRANE. _X- V PLATE 00� , -e 3 DECK FLANGE MUST BE CONTINUOUS WITH ROUNDED L I SURE - SEAL:/BRITE - PLY- CORNERS. EPDM MEMBRANE ----- ----- - L MIN. 4. POURABLE SEALER POCKET MAY BE ROUND, 5. POURABLE SEALER POCKET TO BE I INCH MINIMUM NOTES: FROM PENETRATION ON ANY SIDE, 1. ALI- OILIT 71D - POURABILE 15r _4� IIIF SIDE AND k%SkDE CORNERS REQ b . POURABLE SEALER MUST COMP _Y FlU TWO CORNER APPLICATIONS OF UNCURED 0 '<1 ELASTOFORM FLASHING AS PER DETAIL U-15, 0 SEALER POCKET TO PREVENT PONDING OF 0o"a 0 0 0 7. POURABLE SEALER TO BE MINIMUM 2 INCHES DEEP. (3 0 100 2� WIDTH OF JOINT SHALL BE A MINIMUM OF C7 3/4 INCH AND SHALL NOT EXCEED 2 INCHES. 8. IF ANY SIDE EXCEEDS 12 INCHES, USE TREATED WOOD NAJLCRS� SEE U-16-8 3. HP LOOKING SEAM PLATES ARE REQUIRED IN FILLER 9. POURABLE SEALER MUST CONTACT THE BARE SUR - LIEU OF SEAM FASTENING PLATES FOR MECH FACE OF THE PENETRATION ALL. DEBRIS (PAINT, RUST ANICALLY- FASTENED ROOFING SYSTEMS OVER 3" MIN. LEAD, OTHER FLASHINGS, ETC,) MUST BE REMOVED MIN.- PENEIRATIONS APPROX. 5- -1� �3 STEEL DECKS. FROM THE PENETRATION. EXPANSION (SEE NOTE 4) 1" MIN. JOINT FILLER 4. POSITION SEAM FASTENING PLATE APPROXI- INI MATELY 5 INCHES FROM THE EXPANSION JO SUPPORT TO PREVENT EXTENDING CURED FLASHING OVER THE EXPANSION JOINT. V, L ff architects and planners 22 purchase street - rye - new york 105801 werner e. tietjen, p.e. - consulting engineqm ,68 purchase street - rye - new yQrk 105A revision date title: L EIWA71N, alt.: date: Z/'?, �7- 1-4 V4 `71 V, ox n_-Tf:7_0 ta Vill 1115 r1toar- 41TT1 tk 2 < 41,11 r TO alt.: date: Z/'?, �7- , -ITL. T IN To _TCC_ , K AL4.- TOF A/, M" :.. I j �X # NT ` 05-- ' W' 01 PDX 11t Ceiling -to -Wall III to2" 13 + + + m t TYPE A !) f e +A H10-61-14 1 21c �,t t LAW ;,.`NNL1�.1P# �t i M �=si if✓{ Jrk, AKT v 41 ! �+ k 'T1� PliTi.. y � a r • �r I i a , f ' W , y ' r � -t--�k�� '�C`i "",..",.��..�•�� '�� Uri' - ' r _ 4 4 x 1A y Y'-� .,,.. � , �j r � � y �✓ '� j ''J l � <,�r ::rte � _ - ; t, -�'+�-�' .. __... :.yrc��*� ' C .' s : .� i yt�ryp4-��-.y —_--... ._,. , i .. - _� : . - },tr .r 'iv � s�;..,., ter' bI,. .>+.�—• _,._t..-,�i... :P.i_ P n.. j^"}�{�^y' ,�(x,�;�,..,�,.),, r ra.""%'�.f• ,i„✓1+Cc„ ....-,:L. 7'6 ✓._ "-�:r", :�, yr<., J -.,r;...,,�,,..„. �J>J" �1r .+ �; '' .�a,✓...i../ `., .b�'-'' .. -. e � r . .Vic. ' Qac 3 - - t ("-fT1 Ti T V i a r� anders'Oon ., icca-A anderson I and planners purchase22 • i ;i werner e. tietien, p. e. - consulting engineer .. s york 10580 VILLA G" E lkji�l RYE- ca-SHOU"'K VILLAGE HALL. POLICE HEADQUARTERS _ —_ G.%�-'�'„.,�"''• -{}F'a�.� t ���#iii �I�'�#.. �.„ {�*�i�'� as4.rri•. -r-- MTL. Ftl Nli '.? �� w � x i WkT 70 N'k. _ 'TCS k_M L• 'T ;: its': a 2 v 6 � I _ may r r"4, -r t,jr._ AN '1 F ►N4i-' .LL r 'rri, I, t4 ~l/ 1 tl mt_::: F___T nA E� 'Ion 7 1 i 1 f 'i r f i #` iF I�i 1 S Y t ° r k• BRc� tr' 19312, revision date title: scale: date. / sheet 7 of Z?, r. r r.' , -ITL. T IN To _TCC_ , K AL4.- TOF A/, M" :.. 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Box 04665, Milwaukee, W 53214 7 (414) 273.3333. 2 - Warranty: Monufacturer guarantees that the will be butt In accordance with the dwwkW and Vecftdm as fid. Mwsutd,rre ams to repair or replace product W may prove to de detective in workma or material wift a year of occeplancet, Ordiray wear and fir, product Vie, neglect or acts of God are not waffordw Onstallation warranties must be arranged with installing contractor). 3 - Units Od axes* with Undmilers Lobarae#uy or o#w recognized performance stendarrte or design norms. s. O.e. SweelsSpec, SEND. CSI. Millim, Federal or local codes as required). Note to specifier. Please add text of spedft standards 4 - Start approval drawings, Shaw large scale sections of ty*W members. Indicate tMw dimensions #0 relate to sWft it conditions. 5 - Aluminum alruslons are to be 6063-T5 allay, conforming to ASTM 6-221. 6 . Corners are to Imre tx Whw miters and be Wooed by means of internal aluminum angles: N welding Is used, acerae shat b {no *lute" are to be when doors aro dosed. Frances shall have awcmN bc 'back-up mem ix the door. 7 - Venting shall b8 proWded, as required, to prevent rxxrde€ssrtion. 6 - Metals and spas stxrff be of sufficient thickness and wf h proper reinforcement to produce a surka that Is free of'oii-cc and strong enough for size, design and application. 9 - tis: A) Ail WrIged doors Io have corn locksSlift doom to have rocket locks ung of mise specifled. Leas to be keys onmu 8) Tap hinged doors to have have hold open arms. ; C) Hinged doors shall, be constructed as not to rack and tW the glass Is not used to keep the door swore and In ilne. D) UonNnuous eked aluminum piano hinge wah stainless OW pins to be used on off hinged doors. E) SIWV doors shall, hove grooved finger pulls and 'H` shoe rollers (except Model Q. 21 I<> j - 14 NOTE: c i ;Irl, } _ A,i J.. I ;UU. i' OL Tor UTI as N - Cm 1 X 4 WC? "XQ-A (VI W� IYZ x I Yz. x t� 2)< 4 WP - �^ t F -2 -r- 54- -1, P a —4, off 54- 44- Hr 20"x 40, - J I Mo' i -A-'t sit iq::7, -- -- -- --------- e a Gate; 6 v t �) i 44 r VENE IAL SPECIFICATIONS leer to an modwis) I - Provide each unit as a oompW product, manufactured try Poblocld and Sons, P. J. Box 04665, Milwaukee, W 53214 7 (414) 273.3333. 2 - Warranty: Monufacturer guarantees that the will be butt In accordance with the dwwkW and Vecftdm as fid. Mwsutd,rre ams to repair or replace product W may prove to de detective in workma or material wift a year of occeplancet, Ordiray wear and fir, product Vie, neglect or acts of God are not waffordw Onstallation warranties must be arranged with installing contractor). 3 - Units Od axes* with Undmilers Lobarae#uy or o#w recognized performance stendarrte or design norms. s. O.e. SweelsSpec, SEND. CSI. Millim, Federal or local codes as required). Note to specifier. Please add text of spedft standards 4 - Start approval drawings, Shaw large scale sections of ty*W members. Indicate tMw dimensions #0 relate to sWft it conditions. 5 - Aluminum alruslons are to be 6063-T5 allay, conforming to ASTM 6-221. 6 . Corners are to Imre tx Whw miters and be Wooed by means of internal aluminum angles: N welding Is used, acerae shat b {no *lute" are to be when doors aro dosed. Frances shall have awcmN bc 'back-up mem ix the door. 7 - Venting shall b8 proWded, as required, to prevent rxxrde€ssrtion. 6 - Metals and spas stxrff be of sufficient thickness and wf h proper reinforcement to produce a surka that Is free of'oii-cc and strong enough for size, design and application. 9 - tis: A) Ail WrIged doors Io have corn locksSlift doom to have rocket locks ung of mise specifled. Leas to be keys onmu 8) Tap hinged doors to have have hold open arms. ; C) Hinged doors shall, be constructed as not to rack and tW the glass Is not used to keep the door swore and In ilne. D) UonNnuous eked aluminum piano hinge wah stainless OW pins to be used on off hinged doors. E) SIWV doors shall, hove grooved finger pulls and 'H` shoe rollers (except Model Q. 21 I<> j - 14 NOTE: c i ;Irl, } _ A,i J.. I ;UU. i' OL Tor UTI as N - Cm 1 X 4 WC? "XQ-A (VI W� IYZ x I Yz. x t� 2)< 4 WP - I. OP THf, t. ..; Mel N 11 tW - T i 4 t f s� C MI'Le" ti C3, u: i' (►i IeA�Z tit -2 -r- 54- -1, P —4, T-7 54- 44- Hr 20"x 40, - J I Mo' i -A-'t I. OP THf, t. ..; Mel N 11 tW - T i 4 t f s� C MI'Le" ti C3, u: i' (►i IeA�Z tit ,,)on rocca andOooq and'ef atichitects andplanners pUmhase york • i a a purchase revision date IN tittle: Ilgq�l r wawa ir��{►� s � I,si�ri w�����'����wr. Scale: date. sheet to of Lwlrwlrrlw�wrr�ru rrw�IwrrruLwuurrrrrwrlw�iw i�rl��r F'�[ t^� ,�.,.�- '��"" TRi.•� c%-' it � '� �x 2 ° , �-��" . > � - C,cz.�'. ''"�' /� � ��' S .d�'4 — ..... s°FAF'1i,• d '. ,"'.Ny . + ".. ..:� , ... • - iii ` NXI.."l L•:: td .t. WEU.. -4 U A ,O y�f� � py-'�. . 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Gs % W Ir—L & f - to, 19 A wv, �► �- ' �► �►� �- a-�t� i�+a� �a'T�rc� �u� 3 -c• � � � r �.ra,�i . � 7i Nc� ke �-F.��Ti�J4 �. LTi - ��•C' i`i%A,�►�(� T I��, t�ii;.,� iF,J �� iii la„Li'+, u -r , , :ir�rlrn�rrri.ni.wrr uxrr�.rr, rriM t {I „.. AS UICAA 41t '�'� �x G•r� C�st.�i ,1,'.•-•.3 ; ' �q' )� o � 1 JCS A;€�» ,. wr 'E ' �5. _ - - • , . ».. 1111 , G{. , , . .o �o`` If oNt C`It.t. Wi'tH GPh4er . s. � AFa0 G.4 t iavo _ a.4c k.. C,: PZP r b y:t . <`11yc�sl,/..'�"+ L i%A{, 1 4,.•7.•• """�', 1 �,.'":► cFT° P,! `o SNI^1 NT 4*.a Soo#, 4'a i �,!•. ,......��. i � '• i _ _. Tp "C4t v N M�Ci14�Ca $ � � ! , "�N • r ''x~,`� �dr � � •�'+R Esq �> r=-'--' - \. 4pCIO Vic. COWN.,�1 6�5 fort- 14-Ii-r-lor- 4.00�.14WLna-pml �lI6-A , tow ` It scale: date: & U41 4141- P - *r-,Arrp. ,�.. L Sys d ,.` i S ` IX s A.�1. , mart , py i 4 � 1 4 tl t 1 q {{ p "ie----aO wo > � �----r ca 'd- zr.M` 00 ,. V i ( 14114xt� �, o, �4 1 f4 6,� go w VA. ' x rW T *-rlw l Jai r jjp r' , .�a Vol' Owl CA ' -� i-` F►-'i`4'ij �-AKS w '` , , . � s �a�„ i- � i�1��. A� , Ebb MP�ea��'�•,'i����" lt*w� Jot -to h14x.°' �' ►�F� _t I1 I( -CIF e low WMY4141 4+ 1 4 333 t x 1 $ ,. F�l l 12 i'1 lip r� 1.4 C�,[tp` 0 4 t 6 ell iIg- R T' 1 j 1 p � � � Gr�jJ�► h�laa{ �' f i p_ D. i 410 1 l ry 5n t W t f i i W1�rs W1¢�ll P Cit " HIVY i1 �, l,p f � i , _ N u. r i 1--H �lv :Z, ml 4, t ?i� [ �+C'i + ,�,—y�. +� Ge► �j t3 � `�,` to +�""'$/' e I 11;r It 1 1 "1 40 �01 7 je� ',40� i I r—)(j /I N UK - f .�. y W jj9_i' 1 x ! Y- '' i� Ar t. i" t' o ALL ' o 0 M0 C3 O 0 o t TEMPORARY 6NG 1 Execute all 'temporary shoring, brapi:ng'; framing and protection of affected portions of the structure which are designated to remain in piece prior to start of demolition and excavation, 2 provide shorting in such a manner as to prevent an settlement or vertical or horizontal deformation o the existing structure. Before commencing with the work the Contractor shall thoroughly investigate the existing structure to - verify its present condition. krepgS ppints ahalls s 'or, to t of o ov'de a mL6 tong baste f r ,gerfQx_mance 3 Temporary shoring shall be performed by a subcontractor thoroughly experienced in this type of work. Shoring shall be designed by a professional engineer retained by the :Contractor at no expense to the owner, who shall prepare and submit sealed drawings and description of sequence of operations to the Owner's Representative and Structural Engineer for review''showing all features of the work. The contractor shall be fully and solely responsible for all design and installation of the shoring. 4 Stores shall consist of steel members or substantial timbers free from splits, holes, notches, warpage,,or other deformation. Sizes shall be adequate to support the imposed loadings, 5 Shore walls by needling, shimming, drypacking, etc., in a neat and safe manner. Do not cut holes in walls where they would be exposed in the finished work unless there is no alternate method of needling. 6 shore floor and roof members directly against structural members, not through finish materials, 7 Carry all loads down in a safe manner such that existing members are not overstressed. If necessary, shore down to bearing at the cellar level or on grade. Plan and locate shoring and needling so as not to interfere with the installation of new work. Drawings which are submitted shall take access for new work into account. 8 Provide shoring wherever existing walls are to be removed and wherever substantial openings, are cut in slabs or support is; removed from beams. 9 Plan removal of shoring carefully so as to transfer loads uniformly and without impact to new structural elements, 10 The Contractor shall be fully responsible for the existing structure during all shoring operations. ; UNDERPINNING 1. Perform underpinning of all elements of''structure and other items of existing work where adjacent to or, directly adjoining new work to be installed at levels Rawer than existing conditions at locations where designated on the drawings or as may develop during the progress of the work. 2. The work shall include all necessary shoring, bracing, needling, and reinforcing. 3. Before any excavation for underpinning is done, the wall above shall have exact referenced settlement and horizontal control points placed thereon by an engineer in Contractor's employ, and during progress of underpinning a careful record of same shall be kept. Any aettlement noted dUring the wgrg shall bp t c r ecte; On cogplgtion, no settlement a e to remain without ccsrrction. 4. All underpinning, construction of temporary or permanent bracing systems for excavations, and ether constructions affecting support of adjacent properties or buildings shall be designed by a professional engineer employed by the Contractor. Contractor shall submit engineer -sealed drawings and description of sequence of operations to the Owner's Representative for review. 5. Upon approval of the Owner's Representative and the Engineer of the depth and material it is proposed to underpin to, the le �t of the space shall be divided into an approved number of, E ,`.esu which shall be excavated and underpind by dig alternate holes and connecting same one by one progressively until the (5omplete wall is underpinned, Col ,gas shall be underpinned in a similar manner so as to pre ld,e a safe working plan. � &. S coons may be worked on simultaneously only if they are at least three {3} sections apart. 7*. Steel template plates and steel wedges of suitable size and thickness shall be set for each item of underpinning, and wedges shall be driven to transfer the load when concrete has sufficiently set and before any adjacent excavation for underpins-ing, has been made. x•tart"*# .,s°�•+"" it 4 •F�®► f_04_- T .o � S. in place of steed plates and wedges, an open space may be i i Q f 9 1 a 9 i left and packed with dry mix of sand and lumnite cement. 9. Separate sections of underpinning concrete shall be keyed together with keyways. : 1.R\..1 �+ r�rrrrrr� revision date scale: date: A,12 03L, i Q Z left and packed with dry mix of sand and lumnite cement. 9. Separate sections of underpinning concrete shall be keyed together with keyways. : 1.R\..1 �+ r�rrrrrr� revision date scale: date: A,12 03L, OL0 Qi1 C.D. 4�f,'V6 l W tt4 TO r ",r,49:=; iN R ,, ,, up 016"e -- I F 'CcIt-Q-t0Ap of 1416 c,Fq- tl VA Lq 4�#, (/LrU' P-('2'l,Z' lk —7t7,; vA DL y Ta G wl - #" A T t t t t tl�G f �?�% k'."� � 1�' D!'G Vt (� t", i#� V4' l , tr 1 _ , ou N i i #9 ! w TR i +` t -ill . AT CLCA Wt TH 4•faW int ►rti��'1 M ��. X4�i 0Ate. YGf 9V CO 1li !"`ir4� /A��:B4 /FtrL # i 3 , ` 3Y rc {, s,, 2 r• rt' 4. V 4� 3 f i .\v- 70 _ V V" Ir Ql#1t 7 ext 7' .To tai , j AWMX. �,t?G% O1 4 F �) Sfi U G r , -tt . , Uzi _ _ -•' 41 ..•► L� ! i# ° -- _ I 0 t TI , _ j } to p. F F' 1, Li i# Pl2oGES5l�<9# { i 2 _ -- _ o I cl i U i*Q 4- 7, , I i I i 3( , I t �{ m 34tz , NDT . EXACT LOCATIOW Or- ITE/At) 0TED A -t i GlO ��I Ti r, a _ 9' t ! �v BASEMENT FLOOR PLA IL +—. k Vit` Qy p /E C�..� 17 r 5,A- X44` # , TOILETS DETAIL E�L : F01Z COgr,OF F'I 5L -5_r_— rt 00Z SCHEDULE OF MINIMUM FIXTURE CONNECTIONS R[" IFI RE L'�.,.S°G "7y�} { 1 I;§,ASI'E { tjEN`} i 3`i.`a�Y. CA i� i." i..,� `z i 1 y ER lA'#_ 1 1/2" 1/2", 1 f2,> COON I -R SIN;t s' f2" 1 1/2" 1/2" 1 /2" a..sHO #9: R S ..3i t. I i 1/ 3/4 3/4!' \ WATER COOLER NOTE': EACH HO'l Cc CQLD NATER SUPPLY TO EACH F'I„ TURE SHALL BE INDIVIDUALLY VALVED. _ F F i� 5 A. i 46 1 O w.c. I 9 CLC T.N G`T Z ! 5,A, Mt�t \'c'_Li f _011 1D v '1'"o IA , t cora �m M -- KFUjl�Xlti (t 3 TO1 LETS DE TAI; r ----__ ------ L wA a irk 4- Wl!Tci. Tot G6 TO W /(A W Nit 1 Ft , 1 (i Y r I 1 t i F'_._ 1 Ci'7, E i___ .__ _ __.__ _. _ _ ____ rt _ �_ _. � f: - f1 �(' T� fl ✓ i i' of To g L 72G A,) G 7__ . i ` �^r0 1 r V ( i 1 t= ! is r • .° ' i"`i ', ......._. .,. ._. ._.__.- , i w p L_. 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SYMMONS MODEL acf!'T EXTROL THERMAL H 'TEMPCONTROL' 5-400A 3/4' 1/4' 4' , I ABSORPTION TANK SET DISCHARGE AT 110'(3/4' INLETS, r -tr,` izoorAST- 12 DRAIN BY H,C. T -0' 4 )c Y, ...... No WtTH 9001*46l CON 9) [-FM FLOOR op. aLoc4<1Hsf -6' HIGH REINF, INDIRECT 6' HIGH REINF, CONC, CONC, PAD TER CT PAD 2�A -HEATER W--�HDT WATER HEATER DETAIL ool, NEATER DETAIL Flo �0T -To ROOF PLAN \V, c, , /7%0 ik t"r 1 c. 7-01 4" ..... urzIJAL-, ........... 1112 4" (J, t 12, TO \qtTW- AtIt e.AT' <' oat.) I•jc>IFLpor... 4`4 11co, F 4 Li 7� F, GfZ uj( \VCQll Z AVE l( S4. 4 4--) —Z-7�7 4 L4- _ &�6AWTNtJITIACY 2 -**"'N WATER 9, SANITARY RISER DIAGRAMS P-2 j NOT TO 'ZXALA,: C7 tz lip - 74 I I HEATING HOT WATER LVA` :Z� r L i p e�4 e rz&,rl Q N SUPPLY & RETURN PIPING & CONNECTION BY H,C, $1 1 H,W:R, PUMP AQUASTAT SHOCK .... L2> R ARRESTER 3/4' VACUUM BREAKER 11/4' C1 1/4' r344' 1114 TO DOMESTIC H.W. SYSTEM 1 4' C1 1/4' TYP, TEMP/PRESS,--- REL, VALVE 1/ 4' W1 FULL SIZE c=t-lAmp11-1 CoL.0p, 10 e*- DISCH. TO F,D, -3/4' W,/AI.R GAP WALL SWITCH HOSE BIB DRAIN WITH INDICATING LIGHT -PLUGGED TEE -4 THERMOMETER 1/4 -THERMOMETER CONTROL /r -3 -WAY THERMOSTATIC MIXING THERMOSTAT -V VALVE. SYMMONS MODEL acf!'T EXTROL THERMAL H 'TEMPCONTROL' 5-400A 3/4' 1/4' 4' , I ABSORPTION TANK SET DISCHARGE AT 110'(3/4' INLETS, r -tr,` izoorAST- 12 DRAIN BY H,C. T -0' 4 )c Y, ...... No WtTH 9001*46l CON 9) [-FM FLOOR op. aLoc4<1Hsf -6' HIGH REINF, INDIRECT 6' HIGH REINF, CONC, CONC, PAD TER CT PAD 2�A -HEATER W--�HDT WATER HEATER DETAIL ool, NEATER DETAIL Flo �0T -To ROOF PLAN \V, c, , /7%0 ik t"r 1 c. 7-01 4" ..... urzIJAL-, ........... 1112 4" (J, t 12, TO \qtTW- AtIt e.AT' <' oat.) I•jc>IFLpor... 4`4 11co, F 4 Li 7� F, GfZ uj( \VCQll Z AVE l( S4. 4 4--) —Z-7�7 4 L4- _ &�6AWTNtJITIACY 2 -**"'N WATER 9, SANITARY RISER DIAGRAMS P-2 j NOT TO 'ZXALA,: i r l NOT -r- OEC I >r V4. _ POOSSTl .- wa 5 r r•i1- f 0-6 fpIlpl�-4G 4 'f UNC�t �t clom 5l bjw P ','K}N MP'Tl WA�)Z P_vI -To ME_:�rICI 5F_,ZVlCPl i fl !1! 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I%x 24y -I2 or .KHs } VIA ' I ` _ 1.6X 3vi 2^s IPirl Get # ? # ice » a {{ �/ s vp v ;, $ .. UE'i'lLi+`Jki" `x9t# . _.,. t _..TO 9�f .. I T ICLL iia 4. IIx - a.. x_22 3/4"HWR UP -� R' �Imo{ :j � •' y� q^yp{ t �roYi �i.Y`r• C`a V 9.`S, .. 3/4" k-IV44a �V4"Hw 5 up—, Tom' fi 32" i $t�$ , t' jLJ 30 rt#z tP I T^ I it t %t4 a Dt4 T74 Fj , , � . TQ �w I2 4 � i t x 1� # 11)64 To G $ G ? 1 l r , y + a t i ttt i Y , , r , T_ -5/4' ' ' ' #' � . "�•Yl4l� � ,'tel 6 �.� :.. � � f$ � .. . ol V4 I/A"HWS 04 41, t # 5 i ,1 f �i VIA ti, /of-( HVAC LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SUPPLY DUCT ! PRESSURE GAUGE W/ PETCOCK RETLIRN/EXHAUST DUCT THERMPMETER DUCT TRANSITION AIR VENT W/ PETCOCK _s_ HOT WATER SUPPLY 1N --LINE CIRCULATING PUMP ----R -- HOT WATER RETURN BACK-FLOW PREVENTER --- c -»--- NATURAL `GAS GUMNIMM FINNED TUBE RADIATION FLEXIBLE` CONNECTION FINNEDTUBE ENCLOSURE ONLY EXPANSION .IOINT STRAINER ANCHOR' SO— DUCT SMOKE DETECTOR FT THERMOSTAT FOR FINNED TUBE RADIATION DIRECTION OF FLOW ( KAC �.S THERMOSTAT FOR A/C UNIT UNION EF SWITCH FOR EXHAUST FAN E EMERGENCY DISCONNECT CHECK VALVE` COUSINATM 5HUi-t?I`F VALVE FLOWN CONTROL VALVE GATE VALVE BALANCING COCK VALVE MOTORIZED VALVE �� ¢G�L�08E {•.'. e' . .f`�AT`Y �y 1'.l V'f ,... iaxaWJ/ . 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 DtrWOS€R 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 F;.A.I. - FRESH AIR INTAKE RG. RETURN/EXHAUST REGISTER F.D. APP D V AC' DOOR R.T.A.C. ROOF --TOP AIR CONDITIONING UNIT F.T FINNED TUBE RADIATION S.D. SPLITTER DAMPER FX FLEXIBLE CONNECTION S.R. SUPPLY REGISTER F.L Z ' FUSIBLE UNIT DAMPER U.H. UNIT HEATER * GENERAL CONTRACTOR V.D. VOLUME DAMPER W.H. WALL HEATER VIA ti, /of-( pgovHM PgOVIC* At,� wrr4 � DWMIWWN4 CLw,6, L31p-p :ac4zpeO A,-Jp D lv'14ZIAMON SCHEDULE IN' -i f:- t I r__ 7A F; N S MEAN� VYAT. N4TG, HT. TOP L i -v Rio VV� G PJvl. CO3NYR, LS NOTES T�Mpl� CAB, A. F. F. 7. :0 19 i t4; )5�2 A `3 04 --T 5F- 2 A �t -7 Z' 4 f, I I a 4-0" 70 24 2112, 100 �Z -7 ISO t24,4 -P pp L 3, 14K ------------ WALL HEATER SCHEDULE +,i� IJ L; L..». 1 j R. P. M, Vl�VIJ "S G, P, m. E"; U NOTES AOi 1,1 TE kel P. HR, 745 uwr 76 'UKO,49MO) 0 '11&-741-3500 t4- 4 " W I PE 4tH X 3 MIA/ Q- MMJ<, W12K, Ke;J 5,�90, 560 t 20 Vk9L%, MINLL� 141w -a C -AI, lmwmf CEILING"' DIFFUSER SCHEDULE c E J .11 N G mm, M, cl 1 , 0 E lL CM.7- 7EE t7ro' # if 16, 17 4V 's 2t$ 17,G 42A 0 27 28 44 41 V *-33ky75 it 0,64 t -115 5 -WAY fof?,lk ,042 76 &Y,,f�� 2 -WAY lopmtlrt fl+KPA -A47,e #t4S Nv d!fX�, 0 49 -3 - VLOY VMWA -R(WtA J 455 7 'a 71 it 50)f �#evpc Z_wly ce>wrw 41+lfbN Lao 5 V �l 75 it V 375 -*72 _j too, 4" Ileo 1*74- lill 47 J 4 0"�,vfe; TFtR4'Pv4 094 RETU 11 RN EXHAUST.- REGISTER SCHEDULE— i`<ETU7 RN E, L CFM. S MOD, NOTES EXFL No� IV rp it KgAA�t so too 07 06 L24 (6 - Leo 7 -A 12-0*14 3 (7 I S T E R H E D U L E S'u'PF L I u �w I SUPPLY N11 FIR MODEL CFM. SIZE NOTES REG., No. I 1:245 L2 x,ro 40 r-Ai 41' t-li ;A Ei'FAN'l L U1010E Dr A!�Nl v F E Cl /I *7"t,' 7 '1_0 FL( L'0 1, "11, L_ 1 ZONE 2 70 NE 4 7 C' 5 L_ FL.0`0,� C"ONTR01- Cl-:EECK IVALVE (TYPICAL) P U k P 0-y i 1 iyi L lf� P AL) V�1�11111_VE ECAL) FF 'VALVE E','XAUST FAN 111USZER !SCLATia; PAD 4v 0, tA 112' fluliwk IF F-1 t- i-'13 UP CUR3 L A ROOF D'E"OKI, DY OTHERS r By O(HERNS G, 9 ROOF' FAN DETAdL TO E M,4 AIR UN ---ROOF TOP A/C UNIT vv z:1 VA �� ;'i_F7R TIG at Givz:1E` AROUND ENTIRE PElRiM'E`TER OF' CURB COUNTER FILASI-iflNl` BY FLC- PRE-FAS lNSUL-ATED CUR73 BY HC, f—RGOIRNG CAFMIED UP MRB BY,G.C, INSULATION BY GX Du�"'T ROOF rf 7 4 STEEL R"COF DECK 10 GA. x 6' WIDE PLATE UNDER ENTIRE PERIMNEYER OF CURB - 2r RlGiD IAC PRD !N ,'UL. TACKED TO SLAD WiTHM ENTIRE- CURB BY H,C 6" FIBERGI-PSIS BLANKEI WITHIN ENTiRZE CURB BY HlC. H.C. 'fro PACK OPEN'& &- CAULK AROUND DUCT PENETRXRON ''NIT CURB DETAIL ROOF—TOP A _Zu u 314* HWS; IMANUIAL �.!R, VEJIT -31e HIWS COMBINN-11ON BALANCING/ clXUT--OFlF VALVE A;QUAST A UN':0N -I,"Pi C A L) Dilt`,l N ------ VAILVIE 'UNIT H'EATER lr__"l'l PING sll,11! 1: 1- clCX1,7_1 cltll%;i0N Yl '3 - /F AT- VALVE "OVE CI_C Gr A!R, VENT RADiATOR' VAL'Ar- A �, r, - � 1- S0'"EDULED ----i ip � I --- 3/4�" HWS IN *ALL Z DA FN D'u'l`iNf"EED AM'A�:GEMENT VENT A. ME7TZ lm m '71 IN WALL L A,la RADIAATOR VALVE i VALVE 01',Z FLOOR BELOW AS SCHEDULED St Or Aj_) GATE VALVE UPFEED ARRANGEM4,ENT LENCilH MS, SCHMULED IN TUBE RADIATIONN rl___`lllNG DETAIL, NOT TO SCALE 0. p (i I/ -/q 4 f"?, f t CEILING"' DIFFUSER SCHEDULE c E J .11 N G mm, M, cl 1 , 0 E lL CM.7- 7EE t7ro' # if 16, 17 4V 's 2t$ 17,G 42A 0 27 28 44 41 V *-33ky75 it 0,64 t -115 5 -WAY fof?,lk ,042 76 &Y,,f�� 2 -WAY lopmtlrt fl+KPA -A47,e #t4S Nv d!fX�, 0 49 -3 - VLOY VMWA -R(WtA J 455 7 'a 71 it 50)f �#evpc Z_wly ce>wrw 41+lfbN Lao 5 V �l 75 it V 375 -*72 _j too, 4" Ileo 1*74- lill 47 J 4 0"�,vfe; TFtR4'Pv4 094 RETU 11 RN EXHAUST.- REGISTER SCHEDULE— i`<ETU7 RN E, L CFM. S MOD, NOTES EXFL No� IV rp it KgAA�t so too 07 06 L24 (6 - Leo 7 -A 12-0*14 3 (7 I S T E R H E D U L E S'u'PF L I u �w I SUPPLY N11 FIR MODEL CFM. SIZE NOTES REG., No. I 1:245 L2 x,ro 40 r-Ai 41' t-li ;A Ei'FAN'l L U1010E Dr A!�Nl v F E Cl /I *7"t,' 7 '1_0 FL( L'0 1, "11, L_ 1 ZONE 2 70 NE 4 7 C' 5 L_ FL.0`0,� C"ONTR01- Cl-:EECK IVALVE (TYPICAL) P U k P 0-y i 1 iyi L lf� P AL) V�1�11111_VE ECAL) FF 'VALVE E','XAUST FAN 111USZER !SCLATia; PAD 4v 0, tA 112' fluliwk IF F-1 t- i-'13 UP CUR3 L A ROOF D'E"OKI, DY OTHERS r By O(HERNS G, 9 ROOF' FAN DETAdL TO E M,4 AIR UN ---ROOF TOP A/C UNIT vv z:1 VA �� ;'i_F7R TIG at Givz:1E` AROUND ENTIRE PElRiM'E`TER OF' CURB COUNTER FILASI-iflNl` BY FLC- PRE-FAS lNSUL-ATED CUR73 BY HC, f—RGOIRNG CAFMIED UP MRB BY,G.C, INSULATION BY GX Du�"'T ROOF rf 7 4 STEEL R"COF DECK 10 GA. x 6' WIDE PLATE UNDER ENTIRE PERIMNEYER OF CURB - 2r RlGiD IAC PRD !N ,'UL. TACKED TO SLAD WiTHM ENTIRE- CURB BY H,C 6" FIBERGI-PSIS BLANKEI WITHIN ENTiRZE CURB BY HlC. H.C. 'fro PACK OPEN'& &- CAULK AROUND DUCT PENETRXRON ''NIT CURB DETAIL ROOF—TOP A _Zu u 314* HWS; IMANUIAL �.!R, VEJIT -31e HIWS COMBINN-11ON BALANCING/ clXUT--OFlF VALVE A;QUAST A UN':0N -I,"Pi C A L) Dilt`,l N ------ VAILVIE 'UNIT H'EATER lr__"l'l PING sll,11! 1: 1- clCX1,7_1 cltll%;i0N Yl '3 - /F AT- VALVE "OVE CI_C Gr A!R, VENT RADiATOR' VAL'Ar- A �, r, - � 1- S0'"EDULED ----i ip � I --- 3/4�" HWS IN *ALL Z DA FN D'u'l`iNf"EED AM'A�:GEMENT VENT A. ME7TZ lm m '71 IN WALL L A,la RADIAATOR VALVE i VALVE 01',Z FLOOR BELOW AS SCHEDULED St Or Aj_) GATE VALVE UPFEED ARRANGEM4,ENT LENCilH MS, SCHMULED IN TUBE RADIATIONN rl___`lllNG DETAIL, NOT TO SCALE 0. p (i I/ -/q 4 f"?, f { FIRE ALARM SYSTEM WIRING NOTES AND SYMBOLS 1. ALL WIRE SHALL BE FIRE RATED SHIELDED CABLE ---- =. 3/4" 1 -PAIR (ADDRESSABLE LOOP) #14/2 = 3/4" 2 -PAIR (ADDRESSABLE LOOP) #14/2C OR #14/4C f{ = 3/4" 1 -PAIR (SIGNAL 12j4C AUDIBLE ----- = 3/4" 1 -PAIR (SIGNAL-ViSUAL) #12/4C VISUAL -, = 3/4" 8#12 THHN CU. (AUDIO/VISUAL) = HOME RUN TO FACP FA 2. ALL OUTLETS SHALL BE RED IN COLOR. nF = MANUAL FIRE ALARM STATION ADDRESSABLE TYPE DOUBLE ACTION. = FiRE ALARM SIGNAL AUDIO/VISUAL (75 CANDELA) SIGNAL. = FIRE ALARM SIGNAL VISUAL (75 CANDELA) SIGNAL. so = FIRE ALARM DETECTOR PHOTO ELECTRIC ADDRESSABLE TYPE AREA DETECTOR. O =FIRE ALARM DETECTOR RATE OF RISE ADDRESSABLE TYPE AREA DETECTOR. FO = FIRE ALARM DETECTOR FIXED TEMPERATURE ADDRESSABLE TYPE AREA DETECTOR. ctps = FIRE ALARM DETECTOR DUCT DETECTOR UNIT ADDRESSABLE TYPE AREA DETECTOR. INSTALL IN DUCTWORK AT LOCATIONS DIRECTED BY ENGINEER. - = FLUSH ANNUNCIATOR UNIT FACP = FIRE ALARM CONTROL PANEL. i pw A- 28 VIA T/G IDS A• 28 VIA ? G -- _ i fly z -z t t i A iM - eF , I � _.. , 'T — - I A I S. GLI f , 4 " 1 YS C "F 1 05 2 {{ �5 ►'� M CAI) r i� C>S SrEM _ h9 `'2 _..,_ C, I � �- 7.�� tis 2•� � rt� �r LT I , � c -t , ! t A:J Z•3 Zt 431 L ( /•. I p5 - i x�Fr2ac» t i f t A �M ' 5-- ? Y �-r s 4 c 5 W. 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EF 'LES M DAN I VOLTAV,2 D .,UB -FEE -LUGS-_ AC OR MC 0 - L0,,,AD LOAD /\sS1,(_`,NMFNT mui. P, 12 mum "'i 2 A3ZS1V1,JMENT W,�_J-TS S C,k T,1 11, N s A I E30 9 rAii-ftQ4 Rtc t D11= 174 -- it tv t000 B L220 t (9 i--_ 1 15 ot ...... Td - 1 If -_)J 4DOO 6 a t 60 it 4 1-o" 0 c fp �A, r, 2 f 120 it T -1-ii tP 0 4s, 10FO 6 It '55&0 A '560 it 02 011&f5,WfA_oiA6 a 20 t 400 4 T 26 0 C 20 U 2�, 7 - it Kvfc,��,,N ac', 20 1 3,2 �540 A t �30 If So 1 3-11, I li�o ao 120 1 1115) �J, 20 1 1 20 3-3 40" U',,11 D B U S A PANIEL TYPE MAINS CU. _-AN/i PERES VOLl-AGE FIc EDER M. C. 8. M.1-0, S B ..... .. . AC OR C 0 CAME LOAD OAD 2 mIN. �,,!VFN u A14 TTS Gr\, -Ti4mm k1A '3A, ASSIGNMENT HN E CU. 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