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HomeMy WebLinkAbout03-06P_PUMPING STATION IMPROVEMENTS_PLEASANT VALLEY ROADTOWN OF SOUTH WINnSOR, ONN CTIC T PLE MIRANT VALLEY iOAD pi) U o9- PLEASANT VALLEY ROAD PUMPING STATION 1" = 2000' 1000 0 2000 LOCATION PLAN ujtiPROOVEM CONTRACT NO. 03mOl FEBRUARY 2003 WATER POLLUTION CONTROL AUTHORITY JOSEPH CARINO -CHAIRMAN RICHARD DRIES . IZOBERT DICKINSON CAROL FLETTERICK TIMOTHY IVIORIARTY CLIFFORD SLICER EDWARD H"ENS MATTHEW GAUTHIER TOWN MANAGER MATTHEW B. GALLIGAN DEPARTMENT OF PUBLIC WORKS SHEET NO. MPING TITLE C-1 SITE PLAN AND BUILDING ELEVATIONS C-2 CIVIL DETAILS I S-1 ELECTRICAL AND CONTROLS BUILDING FOUNDATION PLAN SECTION AND DETAILS M-1 PUMPS AND PIPING DEMOLITION AND NEW WORK PLANS AND SECTIONS E-1 ELECTRICAL SYMBOLS E-2 ELECTRICAL SINGLE LINE DIAGRAM AND PANEL SCHEDULE E-3 ELECTRICAL SITE AND POWER PLANS IL-1 INSTRUMENTATION LEGEND 1 IL-2 INSTRUMENTATION LEGEND 11 P&ID-1 PUMP STATION P&1 DIAGRAM 1-1 PANEL DETAILS AND INSTALLATION DETAILS MICHAEI. J. GANTICK, P.E. - DIRECTOR C. FRED SHAW -SUPERINTENDENT POLLUTION CONTROL M. TIMOTHY FRIEND — W.P.C.P. SUPERVISOR CdlA Camp Dresser & McKee Inc. WETHERSFIELD, COIVNECTICUT 23 CUlyti"'''�. ,`'l.Q���,�. A�v9, •BOG �05 •• ENS....•`��i� `4is�0IVAL Q N a {.'IH 1. 1-. -- 4 4..i l INv'.=4'0 7j - - - - - - - - - - I CONCRETE FILLED I ' + STEEL BOLLARD I j ; r.r NEW BYPASS PUMPING QUICK —CONNECT IN MANHOLE. CONTRACTOR TO DIG TEST PIT TO VERIFY DEPTH AND LOCATION OF' PIPES. SEE DETAIL SHEET C-2 C B INV. r INV, ;i:; H, i .. • r: �r NEW ELECTRICAL AND CONTOLS BUILDING. LOCATE SOUTH WEST CORNER AT NORTH WEST POST OF EXISTING FENCE {r, REFER TO ELEVATIONS BELOW HIGH POINT AT DOOR �' t SLOPE GRADES AWAY TO PREVENT PUDDLING i EXISTING SITE PAVEMENT TO BE REPLACED. HATCH EXISTING GRADES. SEE DETAIL SHEET C--2 12' WIDE DOUBLE SWING GATE SEE DETAIL SHEET C-2 I I j I I II I I-------------------•-- ---I EXISTING ELECTRICAL POLE AND I I --` I ELECTRICAL EQUIPMENT TO BE REMOVED. �. ( J E (1" ` t f.. i, t ! , I j t i AUTOMATIC TRANSFER SWITCH TO ,I I I '. ;` ; 1 t i 4 `.i..• I , I 1 ` I t.;.1 BE TURNED OVER TO TOWN. 1 r i .r" EXISTING GENSET TO REMAIN F[ l: v -1 1 08 f 't RIP RANAli �C C PLAN 1/4" = V-O" NO. I DATE I DRWN I CHKD I REMARKS Cal 1 I- 12'-1" INTERIOR DIMENSION ' SOUTH ELEVATION 1/4" = V-0" DESIGNED BY: D. MURPHY DRAWN BY: J. GALEOTA SHEET CHK'D BY: D. WAGNER CROSS CHK'D BY: P. GILBERT APPROVED BY: DR m DATE: FEBRUARY 2003 GUTTER WITH DOWNSPOUT SITE PLAN PLAN 1" = 10' NORTH ELEVATION 1/4" = V-0" CmCamp I?resser & McKee Inc. Cams" I vowuovai b .i DOUBLE HUNG FAUX WINDOW VINYL SHUTTERS REFER TO DRAWING S-1 FOR FOUNDATION � 12 8 6'-9" INTERIOR DIMENSION WEST ELEVATION 1/4" = 1'-0" LIMIT OF WORK REPLACE HANDRAIL BASE DAVIT FOR FALL PROTECTION EQUIPMENT f CONCRETE REPAIR IN WETWELL WALL SEE DETAIL SHEET C-2 iri'V.I."vu SUUIti I `;t `> ; tQ i j 1 � I E 1 r• lil. tr3' V6 ��`i•7 REMOVE EXISITNG FENCE. REPLACE WITH NEW FENCING. REPLACE SOUTH AND WEST SIDE IN EXISTING LOCATION. SET NORTH SIDE EVEN WITH BUILDING CORNER, RUN EAST, PARALLEL TO BUILDING FACE. REPLACE EAST SIDE IN EXISTING LOCATION, EXTEND NORTHWARD. SOUTH SIDE, TYPE I EAST, WEST, NORTH SIDE, TYPE II SEE DETAILS SHEET C-2 RIDGE VENT ASPHALT ROOF SHINGLES GUTTER WITH DOWNSPOUT LOUVER (INTAKE) VINYL SIDING (TYP) TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONNECTICUT PLEASANT VALLEY ROAD PUMPING STATION IMPROVEMENTS EAST ELEVATION 1/4" = V-O" NOTES: 1. CONTRACTOR SHALL MAINTAIN EXISTING FENCE, OR PROVIDE TEMPORARY FENCE TO MAINTAIN SITE SECURITY. 2. ALL NONPAVED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE LOAMED AND SEEDED TO LAWN. 3. THE LOCATION SIZE AND COMPOSITION OF EXISTING UNDERGROUND UTILITIES ARE NOT WARRANTED TO BE EXACT NOR IS IT WARRANTED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SITE FEATURES AND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "CALL BEFORE YOU DIG" AND NOTIFYING ALL REQUIRED AGENCIES PRIOR TO BEGINNING EXCAVATION. HAYBALES AND SILT FENCE (TYP) SEE DETAIL SHEET C-2 CONTRACTOR TO REMOVE ACCUMULATED GRIT AND DEBRIS FROM WETWELL PRIOR TO PUTTING NEW PUMPS INTO SERVICE — SEE DETAIL A THIS SHEET ASPHAULT SHINGLES 5/8" PLYWOOD SHEATING W/ TAR PAPER COVERING \. 2 X 6 RAFTERS a 24" O.C. PNE FACIA DUPER (EXHAUST) COVERED W/ ALUM. TRIM—\� WYL SIDING (TYP) 12" PERFORATED VINYL SOFFIT 2 X 4 RAFTER TIES Q 24" O.C. 1 1/2" RIGID INSULTATION VINYL SIDING OVER 3/4" PLYWOOD, PRECAST CONCRETE 3/4" RIGWD INSULTATION I X 3 FURRING STRIPS Q 24" O.C. EXTERNAL S0W AND ROOFM DETALL A NTS C-1 SITE PLAN AND BUILDING ELEVATIONS 1"=20' 10 0 20 PROJECT NO. 1806-37642 FILE NAME: CPSPL100 SHEET NO. C-1 E H POST z 4x4-W1.4XW1.4 WW & FILTER FABRIC BURY TOE OF FABRIC o A MINIMUM OF 8' N 4x4-W1.4XW & FILTER FA BURY TOE 0 A MINIMUM ELEVATION SILT FENCE DETAIL A NTS - EXPANSION SLEEVE TOP RAIL TOP OF CHAIN LINK CORNER POST OR TERMINAL POST BAR BANDS AT 12" INTERVALS BRACE TUBE STRETCHER BAR 12" BOTTOM TENSION WIRE io I d- 12" DIA 2-REBARS, STEEL PICKETS,OR 2"x2" STAKES 1-1/2' IN GROUND ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE WIRE OR NYLON BOUND STRAW BALES PLACED ON THE CONTOUR EXISTING GROUN SURFACE LINE POST ��•���� 2" it" 10'- 0" SLOPE TOP OF FOOTING TO DRAIN TYPE I FENCE PVC COATED CHAIN LINK FENCE DETAIL H NTS - NO. I DATE I DRWN I CHKD I REMARKS H/ HAYBALES DETAIL B NOT TO SCALE - BITUMINOUS CONCRETE PAVEMENT DETAIL C NOT TO SCALE — I IAIOAVCn nevrn FINISHED GRADE EXISTING GROUND HAYBALES F FLOW 1-1/2" TOP COURSE -ACK COAT i-1/2" BINDER COURSE 'RIMER COAT 12" COMPACTED GRAVEL SUB -BASE COMPACTED SUBGRADE CENT jZ2" 1 /2" 1 /2" 1/2" 1/2" SLOPE TOP OF FOOTING TO DRAIN TYPE II FENCE EXTRUDED RIGID PVC PRIVACY FENCE DETAIL I NOT TO SCALE - DESIGNED BY: D. MURPHY DRAWN BY: J. GALEOTA cep Dresser McKee Inc. SHEET CHK'D BY:-C. WAGNER Cm Iaarm7Fp CROSS CHK'D BY: P. GILBERT wvkwft APPROVED BY: DATE: FEBRUARY 2003 COMM( MATER 8" MIN CLEAR/ IN RO( UTI LITY AND SUB -BASE IAL IN FILL AL NIMUM ATE 1 BELOW JED GRAVEL PLACED AGAINST URBED SIDES AND BOTTOM :NCH. SEE NOTE 1 SCREENED GRAVEL BEDDING OUTSIDE DIAMETER OF PIPE URBED EARTH NOTE: FOR PIPES OTHER THAN PVC, SELECTED COMMON FILL MAY BE USED FROM MID -DIAMETER OF PIPE TO 12" ABOVE TOP OF PIPE UTILITY TRENCH DETAIL D NTS - Donrrr -n IME' 5/8" ROUND LATC 6" DIA FOOTIN( DOUBLE LEAF GATE DECORATIVE FACE TOWARD STREET 12" DIA FOOTING) DOUBLE LEAF SWING GATE TYPE II FENCE DETAIL Koi NOT TO SCALE - 36" DIA. MANHOLE FRAME AND COVER AS SPECIFIED. BRICK OR PRECAST GRADE RING FOR GRADE ADJUSTMENT. IF REINFORCING IS EXPOSED, CLEAN AND INCORPORATE INTO REPAIR MORTAR. WHEN HALF OR MORE OF THE DIAMETER OF THE REBAR IS EXPOSED, CHIP OUT BEHIND THE REINFORCING STEEL, 1" MIN REPAIR MORTAR PREPARE SURFACE AS SPECIFIED LOCATION FOR TEMPORARY LINE STOP CONCRETE ENCASE EXISTING 10" ASBESTOS CEMENT FORCE MAIN TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONNECTICUT PLEASANT VALLEY ROAD PUMPING STATION IMPROVEMENTS 8" MORTAR BED • •. PRECAST MANHOLE MANHOLE FRAME AND COVER DETAILKE NTS - CONCRETE WALL REPAIR DETAIL F NTS - I ( PRECAST MANHOLE VnI L VnL-VL PLAN EXISTING CONCRETE WETWELL WALL EXISTING INFLUENT 8" TRUSS PIPE (SHOWN FOR LOCATION REFERENCE) EXISTING INFLUENT 10" PVC PIPE (SHOWN FOR LOCATION REFERENCE) 6" DIAMETER CAM -LOCK FITTING WITH COVER 1 ' EXISTING 8" TRUSS PIPE GRAVITY SEWER i 11� 1, EXISTING 10" ASBESTOS CEMENT FORCE MAIN INVERT=34.6f L GATE VALVE QUICK CONNECT FITTING (18" BELOW COVER, MAX.) 4" WIDE REFLECTIVE SHEETING AS SPECIFIED I 6" DIAM. CONC FILLED STEEL BOLLARD PAVEMENT co CONCRETE ENCASEMENT SLOPE TOP 1 /2" PER FT. 1 •1= —III III — 6' 1'-6" DIA. STEEL BOLLARD DETAIL G NOT TO SCALE 36" DIAMETER MANHOLE COVER PRECAST CONCRETE MANHOLE CONE SECTION 4' DIAMETER GRADE f44 FILL INSIDE OF MANHOLE WITH CRUSHED STONE ABOVE FILL. CONCRETE FOOTING 8-6 cey /—COMPACTED STRUCTURAL FILL 10" X 10" TEE 10" RESILIENT SEATED GATE VALVE, METROSEAL 250 OR EQUAL CONCRETE THRUST BLOCK (TYP) SECTION NOTE: DETAIL DEPICTS INTENT OF BYPASS PUMPING CONNECTION. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPES BY DIGGING TEST PIT. USE DUCTILE IRON PIPE WITH RESTRAINED JOINTS THROUGHOUT. BYPASS PUMPING CONNECTION DETAIL K NTS - CIVIL DETAILS I 6" RESILIENT SEATED GATE VALVE, METROSEAL 250 OR EQUAL 6" DUCTILE IRON 8" X 6" TAPPING SLEEVE EXISTING 8" TRUSS PIPE GRAVITY SEWER INVERT=31.9 f of ee CONK, % Co • Z �� •'•:CENS��• •�'� N AL PROJECT NO. 1806-37642 FILE NAME: CCVDT001.DWG SHEET NO. C-2 Accession No: 1806-37642 Accession No: 1806-37642 Cf) d 0 0 O d � O .J O O z cO ai J E rl I F d U m rr � o (n = U z (n _ n O u O CL 2 co x N U rri a x 3-1 0 0 O m (n w U w J w N ca cD O 1-1 ai E c a: SYMBOL DESCRIPTION A 3 INCANDESCENT, COMPACT FLUORESCENT OR H.I.D. TYPE LIGHTING FIXTURE 0 "A" -FIXTURE TYPE (SEE LIGHTING FIXTURE SCHEDULE) b "b"-CONTROLLED BY SWITCH "b" "3"-CIRCUIT NUMBER A FLUORESCENT TYPE LIGHTING FIXTURE 3Ob NOTATIONS SAME AS ABOVE. A b WALL OUTLET AND INCANDESCENT COMPACT FLUORESCENT OR H.I.D. LIGHTING M 3 FIXTURE. NOTATIONS SAME AS ABOVE. BU-1 EMERGENCY LIGHTING BATTERY UNIT WITH TWO LAMP HEADS 3 BU-1 - FIXTURE TYPE (SEE LIGHTING FIXTURE SCHEDULE) (*) 3 - SUPERVISORY CIRCUIT (*) - FIXTURE TAG NUMBER R-2 REMOTE ADJUSTABLE EMERGENCY LAMP HEAD • = HOME RUN TO BU INDICATED BU-I(+ R-2 - FIXTURE TYPE SEE LIGHTING FIXTURE SCHEDULE COMBINATION BATTERY UNIT AND EXIT SIGN A®3 CEILING MOUNTED EXIT SIGN, NOTATIONS SAME AS ABOVE ­► WHEN USED, ARROW INDICATES DIRECTION OF EGRESS A__3 WALL MOUNTED EXIT SIGN• NOTATIONS SAME AS ABOVE WHEN USED, ARROW INDICATES DIRECTION OF EGRESS BRANCH CIRCUIT CONDUIT WITH 2#12,1#12G, 3/4"C INSTALLED EXPOSED. FOR MINIMUM SIZE CONDUIT PERMITTED REFER TO THE SPECIFICATIONS. DOES NOT APPLY TO UNDERGROUND DUCTBANKS. -0 CONDUIT TURNING UP. COMMENTS SAME AS ABOVE. CONDUIT TURNING DOWN 3 CONDUIT STUBBED OUT AND CAPPED CONDUIT RUN CONCEALED, (2#12, 1#120, 3/4"C UNLESS OTHERWISE NOTED) (V1.1 LIQUIDTITE FLEXIBLE CONDUIT. (2#12, 1#12G., N"C. UNLESS OTHERWISE NOTED.) —► LP-1 HOMERUN, CIRCUITS 1 AND 3 RUN TO PANEL LP -I 1.3 OR ii LIGHTING PANELBOARD f lo--NAME AS INDICATED LP** OR .�'P■• POWER PANELBOARD &-NAME AS INDICATED PP** ❑J JO JUNCTION BOX © PULL BOX , CONDUIT: SIZE AND FILL AS NOTED. TWO 3" CONDUITS EACH CONTAINS 1#2G., 3"C.) THREE #3/0 AWG CONDUCTORS AND ONE #2 GROUND. 3#12,1#12G. THREE (3) NO.12 AWG CONDUCTORS AND ONE (1) NO.12 EQUIPMENT GROUNDING CONDUCTOR 1-2/C#16TS INSTRUMENT CABLE. TWISTED PAIR OR TRIPLEX AS NOTED WITH OVERALL SHIELD AND JACKET, CONDUCTOR SIZE AND QUANTITY AS NOTED SINGLE POLE SWITCH, "a" INDICATES CONTROL OF LIGHTS ° "m" INDICATES MOTOR HORSPOWER RATED. 3 THREE WAY SWITCH. "a" INDICATES CONTROL OF LIGHTS "a" a DUPLEX RECEPTACLE, 20A, 12OV, 3W. SINGLE PHASE >K C - MOUNTED ABOVE COUNTER TOP GF - GROUND FAULT INTERRUPTER TYPE ckc WP -WEATHERPROOF 3 - BRANCH CIRCUIT NUMBER T - TRANSIENT VOLTAGE SURGE SUPRESSOR IC - ISOLATED GROUND SIMPLEX RECEPTACLE, 120V. 20A, 2P, 3W. NOTATIONS SAME AS ABOVE e . FOR DUPLEX RECEPTACLE 4 )K TL - LOCKING TYPE WP - WEATHERPROOF SPECIAL PURPOSE RECEPTACLE 71E 3 'IE - VOLTAGE RATING 60 W4W 3 - NUMBER OF POLES 4W - WIRES IN ADDITION TO GROUND 60 - AMPERE RATING ® K TELEPHONE OUTLET FOR DESK TYPE HANDSET K - KEY SWITCH �K TELEPHONE OUTLET FOR WALL TYPE HANDSET (MOUNT UP 4'-6") K - KEY SWITCH PAGE/PARTY TELEPHONE OUTLET FOR DESK TYPE HANDSET -�- PAGE/PARTY TELEPHONE OUTLET FOR WALL TYPE HANDSET (MOUNT UP 4'-6") TM TELEPHONE CABINET OR BACKBOARD AS SPECIFIED © LIGHTING CONTACTOR, MECHANICALLY HELD TYPE D® DAMPER MOTOR PC PHOTOCELL FIRE ALARM MANUAL PULL STATION, MOUNT UP 4'-0- �F HEAT ACTUATED FIRE DETECTOR G200 R 200 - 200'F FIXED TEMP R - FIXED TEMP. RATE -OF -RISE TYPE 01 SMOKE DETECTOR PHOTOELECTRIC TYPE UNLESS OTHER'r:ISE NOTED. 1 - IONIZATION TYPE D - DUCT SMOKE DETECTOR PAGING SPEAKER FLUSH MOUNTED. CEILING TYPE PAGING SPEAKER SURFACE MOUNTED. CEILING TYPE W S SECURITY ALARM WINDOW SWITCH A 15 FIRE ALARM STROBE, MOUNT UP 6'-8". NUMERAL INDICATES Lr CANDELA RATING rV 15 FIRE ALARM HORN AND STROBE LIGHT COMBINATION. MOUNT UP 6'-8". L!V NUMERAL INDICATES CANDELA RATING SFS SPRINKLER FLOW ALARM SWITCH FACP FIRE ALARM CONTROL PANEL SACP SECURITY ALARM CONTROL PANEL FB WEATHERPROOF HI -INTENSITY FIRE ALARM STROBE LIGHT rv-s--si SPRINKLER VALVE SUPERVISORY SWITCH DS SECURITY ALARM DOOR SWITCH GB GLASS BREAK DETECTOR OK -• SECURITY ALARM KEY PAD SECURITY ALARM MOTION DETECTOR ® INDICATES MOTOR STARTER OR MOTOR CONTROL EQUIPMENT WITHIN THE ENCLOSURE ESA EYE WASH SHOWER ALARM STATION R - SECURITY ALARM CARD ACCESS READER PAGING SPEAKER WALL MOUNTED S HI - HORN TYPE W W - WIDE ANGLE TYPE L ME[- FIRE ALARM SMOKE DETECTOR REMOTE INDICATOR AND TEST SWITCH —.-- EXOTHERMIC WELD CONNECTION NO. I DATE I DRWN I CHKD REMARKS ONE OR COMA Dik PLAN I FRAME I� TRIP CB full SWITCH I E+ FUSE MP 2 ujjj fY'('1.1 �A TO - V-120 -3&-L - L A�L — 0 O O O O TG TG #KW OR #KW ---�--- - TB - I - O_ --SL - FES o- PE PBM A B� LR (XO) —o 0( )) C* HOA X00) LOR —o 0 rRSL (OOX) DESCRIPTION LOW VOLTAGE CIRCUIT BREAKER, THREE POLE UNLESS NOTED OTHERWISE COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC MOTOR STARTER, FULL VOLTAGE NON -REVERSING UNLESS NOTED OTHERWISE, FVR - FULL VOLTAGE REVERSING RVNR - REDUCED VOLTAGE NON -REVERSING 2S1W - TWO SPEED, ONE WINDING 2S2W - TWO SPEED, TWO WINDING RVAT-REDUCED VOLTAGE AUTO TRANSFORMER NON -FUSIBLE DISCONNECT SWITCH, 600 VOLT, 3 POLE YF AMPERE RATING NOTED IF OTHER THAN 30A FUSIBLE DISCONNECT SWITCH, 600 VOLT, 3 POLE AMPERE RATING AND FUSE SIZE AS NOTED MANUAL MOTOR STARTER WITH THERMAL OVERLOAD HEATER P - PILOT LIGHT 2 - 2 POLES TRANSFORMER, RATING AND CONNECTIONS AS NOTED CURRENT TRANSFORMER QUANTITY A - PRIMARY AMPERES POTENTIAL TRANSFORMER * QUANTITY V - PRIMARY VOLTS LIGHTNING ARRESTER SPECIAL UAVAGI I OR SC SURGE CAPACITOR GROUND OR GROUND ROD FUSE, AMPERE RATING AS NOTED MOTOR, NUMERAL INDICATES HORSEPOWER GENERATOR, RATINGS AND CONNECTIONS AS NOTED TACHOMETER GENERATOR VOLTMETER WITH SWITCH. 3 PHASE RANGE AS NOTED AMMETER WITH SWITCH, 3 PHASE YE RANGE AS NOTED METER - INDICATING/RECORDING TYPE WM - WATTMETER WHM - WATTHOUR METER WHDM - WATTHOUR DEMAND METER PF - POWER FACTOR METER ETM - RUNNING TIME METER TRANSDUCER AX - CURRENT TRANSDUCER WX - WATT TRANSDUCER WHX - WATT WATTHOUR TRANSDUCER PROTECTIVE RELAY. NO. AS INDICATED: 27 - UNDERVOLTAGE RELAY 38 - BEARING PROTECTIVE DEVICE 42 - RUNNING CIRCUIT BREAKER OR CONTACTOR 46 - REVERSE PHASE, OR PHASE BALANCE. CURRENT RELAY 47 - PHASE SEQUENCE VOLTAGE RELAY 49 - MACHINE OR TRANSFORMER THERMAL RELAY 50 - INSTANTANEOUS OVERCURRENT, OR RATE -OF -RISE RELAY 5OG- INSTANTANEOUS GROUND RELAY, ZERO SEQUENCE 51 - AC TIME OVERCURRENT RELAY 51N - AC TIME OVERCURRENT RELAY , RESIDUAL TYPE 86 - LOCKING -OUT RELAY 87 - DIFFERENTIAL PROTECTIVE RELAY UNIT HEATER - ELECTRIC HEATING COIL AND FAN # = RATING UNIT HEATER - STEAM OR WATER HEATING COIL AND FAN KEY INTERLOCK VOLTAGE OR CURRENT TEST BLOCK MECHANICAL CONNECTION OR INTERLOCK CONDUCTORS OR CONDUITS CROSSING PATHS BUT NOT CONNECTED CONDUCTORS ELECTRICALLY CONNECTED INDICATES LIMITS OF EQUIPMENT OR WIRING ENCLOSURE PUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN , NORMALLY CLOSED PUSHBUTTON, MOMENTARY CONTACT, SPRING RETURN NORMALLY OPEN EMERGENCY STOP PUSHBUTTON WITH RED MUSHROOM HEAD OPERATOR , MAINTAINED CONTACT. PUSH -TO -STOP PULL TO RESET. START -STOP PUSHBUTTON CONTROL STATION (MOMENTARY CONTACT) WITH LOCKOUT DEVICE ON STOP START -STOP PUSHBUTTON CONTROL STATION, MAINTAINED CONTACT WITH LOCKOUT DEVICE ON STOP TWO POSITION SELECTOR SWITCH. MAINTAINED CONTACT X-CLOSED 0-OPEN POSITION 1-CONTACT 2-CONTACT A X 0 B 0 X CIE NAMEPLATE (A/B) LR - LOCAL/REMOTE THREE POSITION SELECTOR SWITCH, MAINTAINED CONTACT POSITION 1-CONTACT 2-CONTACT 3-CONTACT A X 0 - B 0 0 - C 0 X — X-CLOSED 0-OPEN �E NAMEPLATE (A/B/C) HOA - HAND/OFF/AUTO LOR - LOCAL/OFF/REMOTE RSL - RAISE/STOP/LOWER HOR -HAND/OFF/REMOTE TOA - TEST/OFF/AUTO BY BY DIV. DIV. 16 16 MO BY MO MOTOR OPERATED GATE OR VALVE. M OTHERS M BY OTHERS CS CS MOTOR OPERATED REMOTE CONTROL STATION. CABLE SEAL AND EXPLOSION PROOF SEAL FITTING 100 A AUTOMATIC OR MANUAL TRANSFER SWITCH NO. 1 (ATS-1) (MTS-U ATS-1 "N" INDICATES NORMAL OR PREFERRED SOURCE S "S" INDICATES STAND BY OR ALTERNATE SOURCE 100 A INDICATES CONTINUOUS CURRENT RATING DESIGNED BY: B. SQUIBB DRAWN BY: B. SCHWARTZ SHEET CHK'D BY: B. SQUIBB CROSS CHWD BY: D. MURPHY APPROVED BY: R. PRATA DATE: FEBRUARY 2003 ONE LONE OR PLAN DESCRIPTION CONTROL D(A. LS OR LIQUID LEVEL (FLOAT) SWITCH _oe-- NORMALLY OPEN, CLOSES ON RISING LEVEL O vF-PS-1 NORMALLY CLOSED, OPENS ON RISING LEVEL OR PRESSURE OR VACUUM SWITCH NORMALLY OPEN, CLOSES ON RISING PRESSURE -fro- NORMALLY OPEN, CLOSES ON DROPPING PRESSURE ■ NORMALLY CLOSED. OPENS ON RISING PRESSURE -0 NORMALLY CLOSED. OPENS ON DROPPING PRESSURE TS OR TO OR TEMPERATURE ACTUATED SWITCH (THERMOSTAT) o- . NORMALLY OPEN, CLOSES ON RISING TEMPERATURE NORMALLY OPEN, CLOSES ON DROPPING TEMPERATURE NORMALLY CLOSED. OPENS ON RISING TEMPERATURE NORMALLY CLOSED, OPENS ON DROPPING TEMPERATURE FS OR FLOW SWITCH (AIR, WATER, ETC.) --01�0- NORMALLY OPEN, CLOSES ON INCREASED FLOW ■ --a'�6• NORMALLY CLOSED, OPENS ON INCREASED FLOW ZS OR POSITION (LIMIT) SWITCH —O��° — ■ NORMALLY OPEN _HELD CLOSED NORMALLY OPEN tea— NORMALLY CLOSED - HELD OPEN -0� NORMALLY CLOSED SV SV SOLENOID OPERATED VALVE CIJIFLO- HTR STRIP HEATER OR HEATING ELEMENT SCV SURGE CONTROL VALVE PILOT LIGHT. COLOR AS NOTED R - RED G - GREEN A - AMBER B - BLUE W - WHITE _ = - PILOT LIGHT. PUSH TO TEST TYPE �E COLOR AS NOTED ABOVE CR - RELAY COIL. NUMBER AS INDICATED -�— # - MOTOR STARTER COIL. NUMBER AS INDICATED CONTACT, NORMALLY OPEN (NO) CONTACT. NORMALLY CLOSED (NC) OVERLOAD RELAY HEATER (OL) - TIME DELAY RELAY, RANGE AS NOTED /TD 0-60 SEC SET POINT AS NOTED TDE-TIME DELAY AFTER ENERGIZATION-ON DELAY TDD-TIME DELAY AFTER DE-ENERGIZATION-OFF DELAY J--o�Oh NOTC - NORMALLY OPEN, TIMED CLOSE WHEN ENERGIZED NCTO - NORMALLY CLOSED, TIMED OPEN WHEN ENERGIZED NOTO - NORMALLY OPEN, TIMED OPEN WHEN DE-ENERGIZED NCTC - NORMALLY CLOSED, TIMED CLOSE WHEN DE -ENERGIZED RTD - RESISTANCE TEMPERATURE DETECTOR - -## FIELD INSTRUMENT, TAG NO. AS INDICATED INDICATES LOOP NO. - INDICATES INSTRUMENT TYPE DEFINED ON LOOP SHEETS ORP&ID UTILIZED WITH OTHER CONTROL SCHEMATIC SYMBOLS _ TO DEPICT THE PHYSICAL LOCATION OF THE DEVICE # REPRESENTS SEE LOCATION LEGEND ON DRAWINGS INDICATED EQUIPMENT AND MATERIALS TO BE DEMOLISHED VE -� I- OR VE - VIBRATION DETECTOR FETMJ ELAPSED TIME METER - DM 1 DAMPER MOTOR INDICATES THAT ALL LUMINAIRES WITHIN THE ROOM OR AREA IN TYPE A WHICH THIS NOTATION APPEARS SHALL BE TYPE "A" UNLESS OTHERWISE NOTED INDICATES THAT ALL ELECTRICAL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE ROOM OR AREA IN WHICH THIS NOTATION APPEARS SHALL BE DAMP OF NEMA 12 CONSTRUCTION AND SUITABLE FOR USE IN A DAMP OR WET LOCATION INDICATES THAT ALL ELECTRICAL EQUIPMENT AND MATERIALS INSTALLED WET WITHIN THE ROOM OR AREA IN WHICH THIS NOTATION APPEARS SHALL BE OF WATERTIGHT OR NEMA 4 CONSTRUCTION SUITABLE FOR USE IN A WET LOCATION, UNLESS NOTED OTHERWISE INDICATES THAT ALL ELECTRICAL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE ROOM OR AREA IN WHICH THIS NOTATION APPEARS SHALL BE CORROSIVE OF NEMA 4X. CORROSION RESISTANT CONSTRUCTION SUITABLE FOR USE IN A WET LOCATION, UNLESS NOTED OTHERWISE INDICATES THAT ALL ELECTRICAL EQUIPMENT AND INSTALLATION WITHI LASS I, DIV. 1 THE ROOM OR AREA IN WHICH THIS NOTATION APPEARS ----- SHALL CONFORM GROUP D TO N.E.C. REQUIREMENTS FOR THE HAZARDOUS AREA CLASSIFICATION SHOWN GAS DETECTOR/VENTILATION FAILURE ALARM, # GD/VF # GD/VF # INDICATES TYPE OF UNIT. 1 = MASTER, 2 - REMOTE Camp Dresser & McKee Inc. 41 Qorw>ti:ion RED POLYETHYLENE WARNING TAPE FULL LENGTH OF TRENCH 12" BELOW FINISHED GRADE COUPLING (TYP.) CORROSION PROTECTION TAPE WRAP FINISHED FLOOR STRUCTURAL FLOOR SLAB SUB BASE FINISHED GRADE �' Z III I I I III II N III I BACKFILL OF SELECT COMMON FILL COMPACTED IN LIFTS OF 6" DEPTH VARIES COMPACTED SAND 6" (MIN) ALL AROUND DIRECT BURIAL CONDUIT(S) 7.5" MIN AS INDICATED ON PLANS OR SPECS III III '--UNDISTURBED EARTH FILL VOID WITH FIRE RETARDENT FILLER AFTER CONDUIT INSTALLATION IS COMPLETE PITCH AWAY FROM CONDUITS DIRECT BURIAL CONDUIT DETAIL rA N.T.S. - CONDUITS PROVIDE BOXOUT IN FLOOR SLAB TYPICAL CONDUIT FLOOR PENETRATION DETAIL rc N.T.S. - AVED AREAS CONCRETE BRICK CHIMNEY WITH FULL BEARING UNDER FRAME HEIGHT VARIES TO SUIT FIELD CONDITIONS MOP ENTIRE SURFACE WITH COAL TAR BITUMEN BEFORE PAVING PAVEMENT AS SPECIFIED ' UNPAVED AREAS CAST IRON MANHOLE FRAME AND COVER AS MANUFACTURED BY NEEHAN LEBARON, VULCAN (OR EQUAL) SUITABLE FOR H2O WHEEL LOADING i ENGRAVED "ELECTRIC" CONCRETE PAD, 1524mm SQUARE FIN GRADE SLOPE SLOPE 11101I " III 30" GROUT ALL AROUN MANHOLE CONCRETE FILL AS REQUIRED NOTE: FINAL GRADING SHALL PROVIDE ADEQUATE DRAINAGE AWAY FROM MANHOLE COVER IN ALL DIRECTIONS MANHOLE FRAME AND COVER DETAIL_ E N.T.S. - TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONNECTICUT PLEASANT VALLEY ROAD PUMPING STATION IMPROVEMENTS 1/2" CERS SECURE TO WALL WITH SS CONC ANCHORS AS REQ'D FLOOR SLAB WALL MOUNTED INSTRUMENT INSTALLATION DETAIL B N.T.S. - NOTES: 1. THE PLANS DO NOT SHOW RACEWAYS AND CONDUCTORS BETWEEN RECEPTACLES, LIGHTING FIXTURES AND SWITCHES. HOWEVER, THE CONTRACTOR SHALL FURNISH AND INSTALL THESE CONNECTIONS IN ACCORDANCE WITH THE ASSIGNED FIXTURE OR RECEPTACLE CIRCUIT NUMBER AND SWITCH DESIGNATIONS. HOMERUNS SHOWN CONCEALED SHALL BE INDICATIVE OF ENTIRE CIRCUIT INSTALLATION. THE SAME SHALL APPLY FOR HOME - RUNS SHOWN EXPOSED. REFER TO SPECIFICATIONS FOR MATERIALS AND INSTALLATION REQUIREMENTS. 2. CONDUIT AND WIRE IS NOT SHOWN FOR FIXTURES, SWITCHES AND/OR RECEPTACLES, HOWEVER, IT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND SHALL BE: a. N" (MIN.) CONDUIT RUN 1. EXPOSED IN UNFINISHED AREAS. 2. CONCEALED ABOVE HUNG CEILINGS AND IN WALLS AND SLABS IN FINISHED AREAS. b. NO. 12 COPPER (MIN.) TYPE "THWN/TIIHN" NO. OF WIRES AS REQUIRED. 3. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS. 4. SWITCHES SHALL BE MOUNTED 4'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. RECEPTACLES SHALL BE MOUNTED 2'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED, EXCEPT RECEPTACLES IN CONCRETE BLOCK WALLS, 1N OFFICES OR AREAS WITH HUNG CEILINGS, WHICH SHALL BE MOUNTED V-6" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. (1) CONCRETE STRENGTH f'c 4.500 PSI@ 28 DAYS. DENSITY 150 PCF. (2) CEMENT, PORTLAND TYPE I OR III PER ASTM C150-81. (3) ADMIXTURES, AIR AND PLASTICIZERS PER ASTM C233-82. (4) REINFORCING PER ASTM A615 GRADE 40 OR 60. 60,000 PSI YIELD. (5) DESIGN LOADING PER AASHTO HS20-44 AND ACI 318-83. (6) APPROX. WEIGHT: 2400 LBS. 3'-81, A SHEET NO. WHERE 4 3,_0„ 4 DETAIL IS DRAWN ,. A 2'-10" o °° A V-6" PLAN VIEW i„ FOUR, 12"X18" KNOCKOUTS J SECTION VIEW A -A 3' X 3' HANDHOLE ELECTRIC/TELEPHONE DETAIL rF� N.T.S. - #4/0 BARE COPPER (TYP EXOTHERMIC CONNECTION G �E MAIN CB GROUND GRID DETAIL rF N.T.S. - ELECTRICAL SYMBOLS SUBTITLE DETAIL rA E-5 SHEET NO. WHERE THERE IS A DETAIL 1_ 3 E-5 SHEET NO. WHERE SECTION IS DRAWN SUBTITLE SECTION 3 1" = 1" E-4 SHEET NO. WHERE SECTION IS TAKEN :• t ■ : •► • i • GENERAL NOTE THIS IS A STANDARD LEGEND. SOME SYMBOLS MAY NOT APPEAR ON THE DRAWINGS. PROJECT NO. 1806-37642 FILE NAME: ESYMB001 SHEET NO. E-1 m 0 0 J J Z J I i- U O U) 0 _Z 2 F— D O u a c c c n M a E r- U 0 N O O CL W U W J W N d- O M O O co N N E: 0 c LZ nF 0 0 3 U) a 0 0 (L 3 V) 0 0 J W 0.. U O O d 3 U) 0 0 3 U O O O 0 0 0 m 0 0 0 0 0 0 m ca u w X 0 0 0 o_ J 0- m W / U W _l W N / 0 00 6i ai 0 Li - LOWER LEVEL POWER PLAN 1/2" = 1'-0" OVERHEAD TO NEW UTILITY POLE TO GROUND TELEPHONE SERVICE GRID DROP AUTODIALER (AD) LIT-101 DUTILITY CO. ROP & METER VICE K�Ji� I 15 ��IT-102 /— PANEL PP 'CB � TM Ub, F I ATS MAIN CIRCUIT BREAKER F ATS LCPI LCPI I 11 s II II I 16 4, LCP 1 1 � ill LA P r AD PP PP PP LCP LCP LCP I 8 13LCP 2 9 y 21 I LCP -S `XS-108B LCP PUMP#1 PUMP#2 UMP#3 Nq o� 01 F A \ PRECAST CONCRETE BUILDING (NOTE 9)` �� 5 TO GENERATOR CONTINUES ON SITE PLAN THIS SHEET REV. I DATE I DRWN I CHKD ELECTRICAL AND CONTROLS BUILDING REMARKS PLAN 1 /2" = 1 '-0" LOWER LEVEL MISCELLANEOUS PLAN 1 /2'p = 1'-0" LOAD CENTER PANEL (FURN. UNDER DIV. 13) KEY SWITCH (HS-108) PUMP MOTOR STARTERS & PFCC MOUNTED ABOVE TO WET WELL TO DRYWELL CONTINUES ON SITE PLAN THIS SHEET DESIGNED BY: B. SQUIBB DRAWN BY: B. SCHWARTZ SHEET CHK'D BY: B. SQUIBB CROSS CHK'D BY: D. MURPHY APPROVED BY: R. PRATA DATE: FEBRUARY 2003 Camp Dresser & McKee Inc. MAN WAY UP TO GRADE V4 EXHAUST FAN SUMP PUMP AA 7 :EPTACLE EXISTING POLE �TO REMAIN DRY WELL BELOW 1 8 \ LS \ I 5 CONDUITS 1 DOWN TO 1 I 11 J LOWER LEVEL I I I � 1 I 1 � \ 13 IDS \ DOOR SWITCH \ (XS-108A) / UPPER LEVEL MANHOLE PLAN 1 /2" = 1'-0" TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONNECTICUT PLEASANT VALLEY ROAD PUMPING STATION IMPROVEMENTS SITE PLAN PLAN 1 " = 10'-0" HATCH LIMIT SWITCH AND TOGGLE SWITCH FOR LIGHTING/FAN ON LOWER LEVEL I r NOTES: 1. REFER TO SHEET M-1 FOR ELECTRICAL DEMOLITION WORK IN THE EXISTING PUMP ROOM. 2. MAKE ALL ARRANGEMENT WITH UTILITY COMPANY TO REMOVE EXISTING UTILITY SERVICE AND POLE TO PUMP STATION. 3. CONDUITS UP TO RACEWAY ENTRANCE LOCATION IN MANHOLE. REFER TO UPPER LEVEL MANHOLE PLAN THIS SHEET. 4. CONDUITS AND CABLE TO LEVEL INSTRUMENTS COORDINATE EXACT LOCATION IN THE FIELD. REFER TO BLOCK DIAGRAM ON E-2 FOR WIRING REQ. 5. REFER TO E-2 FOR CONDUIT AND WIRE LEGEND. 6. FURNISH AND INSTALL 2 NEW LIGHT FIXTURES IN DRYWALL. FIXTURES SHALL BE CLASS 1, DIVISION 2 RATED, INCANDESCENT, FEED THROUGH TYPE WITH 10OW LAMP, GLOBE AND GUARD, WET LOCATION LISTED, CROUSE-HINDS VDC SERIES OR APPROVED EQUAL. 7. FURNISH AND INSTALL 2 NEW NEMA 4 PULLBOXES FOR GENERATOR POWER AND CONTROL WIRING. EXISTING CONDUIT FROM BACKBOARD LOCATION TO GENERATOR SHALL BE REUSED. ALL WIRING SHALL BE NEW. PULLBOXES SHALL BE MOUNTED 36" MIN. ABOVE GRADE (TO BOTTOM) OF BOX. 8. CONDUITS LEAVING THE DRYWELL AND WETWELL ARE REQUIRED TO BE PROVIDED WITH SEAL —OFF FITTINGS. SEAL —OFF FITTINGS SHALL BE INSTALLED IN NEW HAND HOLES AS SHOWN. 9. PRECAST CONCRETE BUILDING IS BEING FURNISHED UNDER DIVISION 13 AND INCLUDES LIGHTING RECEPTACLES, HEATING, VENTILATION AND LOAD CENTER PANEL. 0� CO N NF�T ELECTRICAL SITE AND POWER PLANS �SlONAt E� 0 PROJECT NO. 1806-37642 FILE NAME: EPSPL100 SHEET NO. E -3 "°emu y Z Q � i= J IL 2' LLJ U C) J W O O � Z_ N 41 = O � n- O V) Lu r O O O O O 0 m 0 u I 4- L X Lj— Cl- N O r7 7 Q' W r) _1 W L- N O 91 u O O O O O 0 m CD u t L x r) N O O O 0 W J co C / N (O M CO O 00 6i N E C N LL Li. KI cn �- m o o � of O d- 0 Z Q � acf) E w 1— J a_ 7 Q' W O 0 J W r O co >, Z_ N = o O u ^ O O O O O Q m O u t 4- N L x X