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HomeMy WebLinkAbout99-28P_IMPROVEMENT TO THE BENEDICT DRIVE PUMPING STATION_BENEDICT DRIVEcontract drawings no. title 1. Pumpi g Station Site Plan 2. Pupping Station Plan and section 7r 41 %V bi 11 F ISL 121 t I Ir il VW 114 ID !& 101 Iq 3. Wet Wei Division Wall and Structural Details 4. Process Piping Moclifications 5. Generator Building Plan and Elevations 6. Generator BuNding Details 7. Electrical SW& Line Diagrams 8. Electrical Plans and Sections 9. Process Piping and Instrumentation C.01 ill 41E(; 10 Prrx_asa P"nm anri InatrimAntatirxn w. ■ • vvvw • •'r■■ �■ ■v. a •vim■ w • ■�• ..�..�. . 11. PuITOV Station Detai Drawings 12. MiscManeous Site Details 13. Sedimentation Control Details EEAE31 C1 DRIVE PUMPING STATION M A S S A C H U S E T T S lM ILW WSW MOTOR MIARr SWRELD SOIEItS ST/FFOWD MTd i11O1R011 Wmm] FASI = MIS EAST F115ITg1 w1NAY WSWWNW Vmm TOLM m Sff0 POIFQET Q SWIA01 AD90 TOAWW6TOA WNW � mm AiLKY p arFti O AYM WEST wo Arm n m � rApaFW LffCIFELD MMT ff T �.. TQ FAM�6T � 71[MAY tASW1MT M71RK a r TEIL KV IIFOM A1EWi CDT EfRll AWR. WIMOI 1_ wow EAST " COLOIESIEW p>R CONTRACT 3 ATU OEM ism > NO. 99 1 ART SOPS m AAWMA � EAST MM MR mm Z W corm LEM STOWWea DAIRWT �Fot1 cxsTEA 0 EriGWW LSE T L A MTO STOIOOTOA ��^ "��N Protect � � WATER POLLUTION CONTROL AUTHORITY TOWN MANAGERlocation locus plan C�ar�o�o � `�G��orr���ar� fi�c�4�G�c�e� C3o Ca���g�� G� G�3oc�G��ar�d �Qoc�� oc�[� DEPARTMENTOF PUBLIC WORKS eco �° ao�c��or� J . jo col��f�oc�C� roEo � [D)'U'r�c�c�(0)r� Goo LLJ e�;,NotEa �3rr84 oa� ��a��c�rr�o� Cho G�r�c�a �G��c� � �apc�rr� �o����oo� � ��r�o�OND Mn1��r�c� i��rr�o G�3of�Qrr� g�o � M�JoFLF ooo `Sr 1VG "p � �VF�' ° o a yak y'�" location plan low low TS JONES CONSULTING A=oN CONSULTING ENGINEERS, INC. Approved for the Town of South Windsor P.O. BOX 416 A 124 WHITE OAK DRIVE By: Date:_ _— NORTH CANTON, CT 06059 CONSULTING BERLIN, CONNECTICUT 06037 Approved for A-N Consulting Engineers, Inc. ENGINEERS a By: Date: GRAPHIC SCALE 10 0 5 10 20 40 6' HIGH CHAIN LINK FENCE W/ PVC PRIVACY SLATS LOAM AND SEED DISTURBED AREA 10" D.I. SLEEVE (TYP.) WITH RETAINER GLANDS 10" GATE VALVE W/ VALVE BOX (TYP.) 4" PEASTONE WITH LANDSCAPE FABRIC REMOVE AND PLUG EXISTING VENT 12" DIA. S.S. AIR INTAKE DUCT SEE DETAIL ON DRAWING NO. 2 AIR RELEASE/VACUUM VALVE 8 MAG. FLOWMETER MANHOLE 3/4"C - CONDUCTOR'S AS REQ'D FOR MAG. FLOW METER I" DOMESTIC WATER SUPPLY a I" PUMP SEAL WATER SUPPLY 3"C - (6)#1/0 + (2)#4 (POWER) 1-1/2"C - (6)#10 + (24)#12 (POWER) - 1-1/2"C - (30)#14 (INST. a CONTROL) REMOVE EXISTING TREES REMOVE AND DISPOSE OF OFF -SITE AND STUMPS 4" TEL. CONDUIT a 4" POWER CONDUIT =7 B AUSTRIAN PINE 8'-10' HT. B8B (TYP.) %4 V J I10, SIDEYARD S.B.L.vf- ( IN FEET ) 1 inch = 10 ft. END PROP. BCLC MATCH EXISTING I / .4rn IGENERATOR © ❑ _ ❑ : , BUILDING FINISHED FLOOR EL. 185.50 �o C.P. #1 a , /3 76 ' I \ N 1 0 EXTEND DOWN TO INFLUENT CHANNEL \ 6' CLF GATE �_ DIVERSION VALVE ASSEMBLY }I I m �\ JUNCTION BOX (TYP.) (1) 12"x12"x12" CLDI M.J. WYE ' - •' (2) 12" RS M.J. GATE VALVES W/ BOXES " (2) 12" FERNCO COUPLINGS _ 10' 12" CL 54 CLDI PIPE TT --- EDGE OF ' END OF PROP. BC L •--_. .,. SEDIMENTATION NE-W PAVEMENT CONTROL SYSTEM PROP. BCLC - PROVIDE I-I/2" LIP AT DRIVEWAY ! � 6' DIA. CONC. BYPASS WET WELL END PROP. BCLC REMOVE AND DISPOSE OF EXISTING CONCRETE GENERATOR AND SERVICE ENTRANCE BASE SLAB JIB CRANE FOUNDATION (2)-1/2" S.S. WET WELL BUBBLER TUBES 8 / SLIDING CHAIN LINK FENCE (2)-1" S.S. GRINDER HYDRAULIC FLUID LINES GATE (20' CLEAR OPENING) 1-1/2"C - (12)#12 (POWER) - r 1-1/2"C - (30)#14 (INST. a CONTROL) } 4"PVC BUILDING SANITARY DRA! 10' SIDEYARD S.B.L. L ......... 3/4"C (4)#12 GENERAL NOTES: I. ALL ELEVATIONS ARE BASED UPON THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.). 2. LOCATION AND EXISTANCE OF UNDERGROUND FACILITIES INDICATED ON THE DRAWINGS IS BASED UPON INFORMATION AND DATA FURNISHED TO OWNER OR ENGINEER BY OWNERS OF SUCH FACILITIES OR BY OTHERS. OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR LEGEND 141 EXISTING UTILITY POLE © CONCRETE BOLLARD WITH LIGHTING FIXTURE CONTROL POINT EXISTING WELL POINT - CONTOURS - 10' INTERVAL CONTOURS - 2' INTERVAL FENCE LINE INLAND WETLAND BOUNDARY PROPERTY LINE EXISTING SANITARY SEWER SEDIMENTATION CONTROL SYSTEM EXISTING STORM DRAINAGE EDGE OF STREAM COMPLETENESS OF THIS INFORMATION. CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND VERIFYING THE LOCATION AND EXISTANCE OF ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND FACILITIES, AND FOR THE PROTECTION AND REPAIRING OF ANY DAMAGE TO SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION. 3. NOTIFY UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. C A L L B E F O R E Y 0 U D I G (1-800-922-4455) 4. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS AND ACTIVITIES FOR CONSTRUCTION PURPOSES WITHIN ESTABLISHED STREET LINES, RIGHT OF WAYS, OR CONTRACT LIMITS. 5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO "AS EXISTING" CONDITIONS. 6. ALL EXISTING STRUCTURES AND UTILITIES SHALL BE SECURELY SUPPORTED AND MAINTAINED DURING CONSTRUCTION. 7. TEMPORARY BYPASS PUMPING WILL BE REQUIRED DURING CONSTRUCTION OF THE WORK UNDER THIS CONTRACT. CONTRACTOR SHALL MINIMIZE THE DURATION THAT THE EXISTING PUMPING STATION IS OUT OF SERVICE. CONTRACTOR SHALL SUBMIT HIS PLAN FOR HANDLING EXISTING WASTEWATER FLOWS DURING CONSTRUCTION TO OWNER AND ENGINEER FOR APPROVAL. 8. DIMENSIONS OF EXISTING STRUCTURES, PIPING AND EQUIPMENT SHOWN ON THESE PLANS ARE NOT GUARANTEED. CONTRACTOR SHALL TAKE ALL FIELD MEASUREMENTS HE DEEMS NECESSARY TO COMPLETE THE WORK UNDER THIS CONTRACT AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY. SHOP DRAWINGS BASED UPON FIELD MEASUREMENTS SHALL BE ACCOMPANIED BY A COPY OF THE FIELD MEASUREMENTS TAKEN. 9. EXISTING BITUMINOUS CONCRETE PAVEMENT TO BE MILLED AND UTILIZED AS SUBBASE MATERIAL. 10. REMOVE AND DISPOSE OF EXISTING UNDERGROUND FUEL OIL TANK. SEE SPECIFICATION SECTION 02080. 11. REMOVE AND REINSTALL EXISTING METAL BEAM GUIDE RAIL AS REQUIRED TO ACCOMODATE NEW DRIVEWAY. s o V x � N W �` W �W z O F— Q z Q O z_ L Q CV O Z 0 H � � H � U 0 0 w Z Z � 0 v � =o WO.. � N O�� cac:a. U = � W o V) W m Scale 1" = lo' Date MAR., 1999 Revisions Sheet No. 1 12" S.S. EXHAUST DUCT S.S. SLIDE GATE (TYP.) 6" TOE BOARD AROUND SEWAGE GRINDER OPENING HYDRAULIC SEWAGE GRINDER BYPASS BAR RACK TYPICAL BOTH SIDES L t IF I I GRATED WET WELL PLATFORM TOP OF GRATING EL. 174.66s t i CORE EXISTING WET WELL AND INSTALL DOUBLE LINK SEAL WALL SEAL 175 170 30"x3O" HINGED GRATING SECTION (TYP.) EXISTING PUMP #1 10"x8" FLEXIBLE ECCENTRIC j REDUCER (TYP.) - FILLER FLANGE i --� WITH GAGE (TYP.) ) -- EXPLOSION PROOF r --- LIGHTING FIXTURE (TYP. OF 2) = - = 8" DIA. PVC ----�/ c EXHAUST DUCT NEW ACCESS LADDER CONC. WET WELL — DIVISION WALL 1� I REBUILD EXISTING 10" j 7 PLUG VALVE (TYP.) f 12" S.S. INTAKE DUCT SEE DRAWING NO. I FOR CONTINUATION 12" FIBERGLASS HOODED VENTILATOR W/ HINGED HOOD a BACKDRAFT DAMPER F REMOVE AND REPLACE PRECAST CONCRETE WET WELL ROOF SLAB TOP OF EX/S T/NG WET WELL EL. 185.66 12" SCH.5S EXHAUST DUCT TERMINATE 6" ABOVE GRATING E AND REPLACE EXISTING 4" SURGE RELIEF VALVE DISCHARGE PIPING (SHOWN OUT OF SECTION/ IC EL. /79.16t INSTALL S.S. STEEL PIPE SUPPORT r BYPASS BAR RACK (TYP.) BOTH SIDES 12" INFLUENT SEWER INVERT EL. 173.0+/- CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION j AGE GRINDER INFLUENT INVERT EL. 172.00 1 701 H 1�1.(,.i EXISTING PUMP#2 1/2" S.S. BUBBLER TUBE WITH CLEAN OUT TEE AND BELL (TYP. OF 2) 0 0 0 0 12" WIDE SLIDE GATE (TYP. BOTH SIDES) REMOVE EXISTING OPERATING DECK o HE Eff REMOVE EXISTING BAR RACK CLEAN, FLUSH AND COAT EXISTING WET WELL ROOF, WALLS AND FLOOR EX/S TING /0 ' D/A. PRECA S T CONCRETE WET WELL I I 12"xl2" SLUICE GATE >� EL. /66.2/ t (OPERATOR NOT SHOWN) I ROD AND FLUSH EXISTING 10" PUMP SUCTION PIPES EXISTING PUMP S TA T/ON 84SE SLAB PLAN BELOW GRADE =L. 20OW EXPLOSION 'PROOF LIGHTING FIXTURE - MOUNT 7' ABOVE PLATFORM (TYP. OF 2) FIBERGLASS ACCESS LADDER WITH S.S. HARDWARE AND "LADDER UP" CLIMBING DEVICE j 10" 900 FL. BEND FILLER FLANGE (TYP.) RELOCATE AND REBUILD EXISTING 10" PLUG VALVE - FIT WITH NEW CHAIN) OPERATOR (TYP. 2 LOCATIONS) 10" FILLER FLANGE WITH GAGE PROVIDE AND ATTACH CONFINED SPACE DAVIT BASE TO ENTRANCE TUBE EXACT LOCATION TO BE DETERMINED IN FIELD A 2 PLUG VALVE WITH EEL ACTUATOR 'E EXISTING 10"x10"x10" TEE EXISTING 4 8 " D/A. A CCESS TUBE REMOVE EXISTING PUMPS AND REPLACE WITH NEW PUMPS (NEW PUMPS NOT SHOWN FOR CLARITY) EX/S TING PUMP CHAMBER PROVIDE NEW FIBER ( ASS GRATING AND SUPPORTS TOP OF GRATING EL.[174.66w 10" 90° FLANGED ELBOW 10" FLANGE FILLER WITH PRESSURE GAGE t I NEW 10" PLUG VALVE WITH CHAINWHEEL ACTUATOR EXISTING D/S CHA R GE PIPING - EL. /73.43 t 10" FL.xFL. SPOOL PIECE ,r1 -' 10" CHECK VALVE C4 p LEVER a WEIGHT ' Y 10"x8" FLEXIBLE REDUCER ,EXCENTRIC 101, FILLER FLANGE WITH 10" FILLER FLANGE WITH GAGE !; i, ( ,, ;; �;�, - = -� - .�- I �-_ PRESSURE GAGE REBUILD EXISTING 10" PLUG VALVE WITH - - - <<< 6"x10" REDUCING BASE VALVE -LESS -BODY KIT r--r �� - BEND ELBOW r ri WELDED STEEL PIPE SUPPORT _ . - - ..__._ _. __-. _--six •i s ' ; t i RELOCATE AND. MODIFY EXISTIN FLEXIBLE COUP ING PUMP BASE AS REQUIRED TO RIGIDLY SUPPORT NEW PUMPING EQUIPMENT. ALL CUTTING REQUIRED TO EXISTING STEEL STRUCTURE TO BE ACCOMPLISHED WITH A PLASMA TORCH, s --. SECTION A - A ELECTRICAL JUNCTION BOX LADDER UP CLIMBING DEVICE PLAN AT TOP OF WET WELL 4-1/2" STAINLESS STEEL, LIQUID FILLED PRESSURE GAGE I" RED VALVE SERIES 42 THREADED PRESSURE SENSOR \-I" STAINLESS STEEL BALL VALVE (TYP,1 I" STAINLESS STEEL THREADED NIPPLE (TYP. TAPPED FILLER FLANGE PRESSURE GAGE DETAIL NOT TO SCALE 12" SCH. 5S S.S. DUCT WET WELL INTAKE DUCT INLET DETAIL NOT TO SCALE PUMPING STATION CONTROL ELEVATIONS NOTES: INCHES OF 1• CONTRACTOR TO VERIFY ALL DIMENSIONS ELEVATIONS WATER AND ELEVATIONS PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ENGINEER OF ALL BOTTOM OF BUBBLER TUBE 166.21 0 DISCREPANCIES FOUND. LOW WET WELL ALARM LEVEL 168.46 27 LEAD PUMP STOP 168.96 33 2, CONTRACTOR IS RESPONSIBLE FOR LAG PUMP STOP 169.54 40 COORDINATING PROCESS PIPING WITH LEAD PUMP START 171.63 65 THE PUMPS PROPOSED FOR INSTALLATION. LAG PUMP START 172.04 70 HIGH WET WELL ALARM LEVEL 172.46 75 WET WELL FLOODING ALARM 173.96 93 LEVEL (FLOAT SWITCH) BACKUP PUMP CONTROL SYSTEM 173.96 93 START LEVEL (FLOAT SWITCH) BACKUP PUMP CONTROL SYSTEM 168.96 33 STOP LEVEL (FLOAT SWITCH) z z 0 0 Q U O ►— W z W E-- C7 C Q z CL z Z Q 0 1..1.E Scale 1 2" = 1' Date VAR., 1999 Revisions Sheet No. 2 NOTES: C C Lf Z9 90 RE SECTION A -A SCALE: I"=l'-0" 0 J W U z O U z 0 W m BOTH ANGLES SEWAGE GRINDER ENCLOSURE SECTION B-B SCALE: I"=I'-0" DETAIL AT GRINDER ENCLOSURE I 2'-9"± NEW CONCRETE I ELEVATION SECTION SCALE: I/2"=I'-0" SCALE: I"=1'-O" I. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH Wc) OF 4000 PSI. ALL REINFORCING STEEL SHALL BE DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 60 KSI. REINFORCING STEEL SHALL BE EPDXY COATED. 2. ANGLES SHALL BE STAINLESS STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A276. 3. BOLTS SHALL BE STAINLESS STEEL AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A320 WITH APPROPRIATE NUTS AND WASHERS. 4. THE PORTION OF EACH BOLT EMBEDDED IN THE CONCRETE SHALL BE SMOOTH (NOT THREADED) AND SHALL BE COATED WITH AN APPROVED RELEASE AGENT PRIOR TO PLACING CONCRETE. 5. WELDING SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AWS DI.I. 6. HOLES FOR DOWELS SHALL BE DRILLED INTO THE EXISTING CONCRETE AS SHOWN. DOWEL BARS SHALL BE EPDXY GROUTED INTO THE HOLES AS DIRECTED BY THE GROUT MANUFACTURE'S INSTRUCTIONS. THE GROUT SHALL DEVELOP A MINIMUM PULL OUT STRENGTH OF 8000 LB PER DOWEL. 7. ALL JOINTS BETWEEN THE NEW CONCRETE DIVIDER WALL AND THE EXISTING CONCRETE WALLS AND FLOOR AND THE STEEL ANGLES SHALL BE SEALED WITH A CONTINUOUS BEAD OF SIKA IA CAULK. 8. 2" MINIMUM CONCRETE COVER SHALL BE PROVIDED AROUND ALL REINFORCING STEEL, INCLUDING THE REINFORCING STEEL AT THE SLUICE GATE OPENING. 9. CAREFULLY SAW CUT AND CHIP -OUT VOID IN EXISTING CONCRETE FLOOR TO ALLOW FOR THE INSTALLATION OF THE SLUICE GATE ASSEMBLY. FILL VOID WITH NON -SHRINK GROUT AFTER ASSEMBLY IS ACCURATELY SET IN PLACE AND FLOOR DOWELS HAVE BEEN GROUTED IN PLACE. SLUICE GATE DETAIL (SECTION) SCALE: I"=I'-O" J J (n Q J_ i � Q 0)z ~ 0 0 z > J p Q I— (r U _I Z) Q J F_ tr D z O w F— U Z 0 W FQ- m (f� U U O W (L � j O � W o z 0 Q 3 a: H = 0.U� 2-0 W Z W m Scale AS Date MAR., Revisions Sheet No. 3 EXISTING PRECAST CONCRETE CHAMBER PLAN C.I. MANHOLE SECTION A - A 9-Y1Q TiAiI^, A iar,F RF1 IFF iia i vF 10"x10"x8" TEE 8" GATF VALVF 8" SIDE OUTLET ELBOW B -BUILD EXISTING 4" GA INDUSTRIES MODEL 625 SURGE RELIEF VALVE 8" BLIND FLANGE 8" 22-1/20 BEND !' l u n I I r- n v % I n I % J r EXIS TING /0 "x 4 " REDUCER 8" SIDE OUTLET ELBOW _CUT EXISTING 10" SPOOL PIECE AND INSTALL 10"x10"x8" TEE 10" MEGAFLANGE ADAPTOR EXISTING /0 " FORCE MAIN b7 Aw\l 4" SPOOL -- :� 4�X4 "x4TEE P-rnr7l nNrP nnnpTOP EXISTING 4" SURGE RELIEF / VAL VE D/SCHARGE 4" GATE VALVE 4" SPOOL 4" 900 BEND 8"x4" REDUCINC FLANGE FILLER ° BEND CORE DRILL EXISTING CHAMBER ROOF AND GROUT IN CAST IRON VALVE BOX OVER PROPOSED VALVES (TYP.) in in EXISTING PRECAST CONCRETE CHAMBER 4" SPOOL 4"x4"x4" TEE 4" MEGAFLANGE ADAPTOR EXISTING 4" SURGE RELIEF - VA L VE DISCHARGE 4" 90° BEND 4" FLANGED SPOOL "x4" REDUCING 90° STEEL PIPE SUPPORT FLANGE FILLER WITH I" TAPPED s a � 5 3 0 �� W4 �W (D z z �- o CL Z Q � U v W V- U p E- O 0 o CC U a_ DRAIN OPENING AND I" S.S. BALL VALVE CUT CONCRETE CHAMBER FLOOR AS z NOTE: REQUIRED TO INSTALL NEW PIPING O REMOVE 8" BLIND FLANGE TO CONNECT TEMPORARY GROUT OPENING AFTER PIPE INSTALLATION _ PUMPING STATION BYPASS PUMPS TO FORCEMAIN W Q SECTION B - B = U ~ Cj) V SURGE RELIEF VALVE CHAMBER PIPING MODIFICATION DETAIL O z E- Zz SCALE: I/2" = I' Wa-O — U D W(Lo � cn o � z � o o: u= I I ITi i I _I 11- _ i I �I I I- O — W cn Z CAST IRON VALVE BOX W VALVE BOX NOT TO BEAR fn ON GATE VALVE. PROVIDE n 2" MINIMUM CLEARANCE. M.J. RESILIENT SEATED GATE VALVE (OPEN RIGHT) MEGALUG RETAINING GLAND (TYP.) C 11 Scale AS Date MAI Revisions Sheet No. WASTEWATER DIVERSION MANHOLE DETAIL SCALE: 1/2" - I' M.J. GATE VALVE INSTALLATION NOT TO SCALE El 1/2" HANGER RODS 11 IAI1, 11I A TI ^ NI VIBRATION ISOLATORS "CRITICAL" TYPE EXHAUST SILENCER CONTINUOUS RIDGE VENT LE ROLL NO REQ'D) GENERATOR EXHAUST CONNECTION DETAIL NOT TO SCALE I I I I I I I i I I I I -L-L-----------------------------I--L, L------------------------------------� EXHAUST PIPE W/BIRD SCREEN "CRITICAL" EXHAUST SILENCER 8'-0"W x 6'-0"H ACOUSTIC INTAKE LOUVER AND MOTORIZED DAMPERS 2" REVEAL (TYP.) 0 SOUTH ELEVATION SCALE; 1/4" = 1'-0" 2X10 CEILING JOIST (TYP.) 2X6 WOOD BLOCKING IX3 FURRING 16" O.C. 1-1/2" TECTUM WALL PANELS AS MANF'D BY TECTUM, INC. CONCRETE FLOOR 5/8" TYPE X GYPSUM BOARD 2X6 WOOD FRAMING TEXTURED FRP SANITARY PANEL LAMINATED OVER 1/2" PLYWOOD AS MANUF'D BY NUDO PRODUCTS, INC. HIGH DENSITY FIBERGLASS INSULATION (R-21) ANCHOR BOLT (TYP.) INTERIOR WALL SECTION SCALE; I" = 1'-0" 12 5 ❑ �'.�_ ram,. y�T,.1L�.��� ti .LtJ�.t. �— ZZ T 1.1 iT-..B Er - -1--1---------------------------1 I I I I 1 i I I I --1----------------------------J--� I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - J EAST ELEVATION SCALE; 1/4" = 1'-0" 36'-6" — 16'-31, 1'-4.. 5'- 0 I - 4'-0" '� o I LO W W N N 0 > ram- O i1 N ' u J AUTOMATIC ,,IETERINO CAISINET scnzt u gEAL LI 0 TRANSFER ENTRANCE SEWAGE WATER WATER PANELBOARDEL SWITCH BRINGER PUMP PUMP PANELBOARD CONTROL STARTERSTARTER PANEL DOUBLE 3'O"x6'8" HOLLOW METAL DOOR AND FRAME TUReRiE PUMP FLOOR O DRAIN TUPRUB� TANK BREAK TANK PUMPING STATION CONTROL PANEL >o ¢�1` Y4 >> rt HYO. u .� POWER PACK u N SPARE PARTS STORAGE SHEL V NIO 7' I 6'-4.. _ 1�..2'- 7 _ I� I _4 1'-4 7'-0"W x 8'-0"H ACOUSTIC EXHAUST LOUVER AND MOTORIZED DAMPERS PLAN SCALEL 1/4" - 1'-0" REPAIR WORK BENCH UTILITY SINK BUILDING HEATER VIBRATION ISOLATORS HANGER RODS r". 1061n1 11 A -rl^ k ADJUSTABLE i ROLL SUPPORT -- SCH. 40 SEAMLESS STEEL PIPE SLEEVE WITH 2" WELDED STEEL ANCHORING RING ti N CD O N 5/8" THICK TYPE 304 STAINLESS STEEL COVER PLATE W/ (8) I/2" STUDS, LOCK WASHERS, AND NUTS CAULK 1/4" ANNULAR SPACE WITH HIGH TEMPERATURE (1200°F) SERVICE SEALANT SCH. 40 TYPE 304L STAINLESS STEEL EXHAUST PIPE-- SIZED AS REQUIRED BY GENERATOR SET MANUFACTURER 12 GA. x I" TYPE 304_ STAINLESS STEEL WIRE MESH BIRD SCREEN 24" BUILDING WALL GENERATOR EXHAUST WALL THIMBLE DETAIL NOT TO SCALE 3-'-O" x 6'-8" HOLLOW METAL DOOR AND FRAME ..I,_4_-8 - 2'6"x2'6" OPENING FOR EXHAUST FAN Ll 14„ 9'-0"'W x 8'-0"H INSULATED METAL GARAGE DOOR 1.1 !-1,.T... -I t -L-� I I I I I I ---------------------------1--1---------------------------J--L i I I I i I I I I I I I L--------------------------------------------------------------- WEST ELEVATION SCALE; 1/4" = 1'-0" 1 I I I I I i 1 I I i 1 r- L--L-----------------------------i--)-, L----------------------------------J NORTH ELEVATION SCALE; 1/4" - 1'-0" 1/2" PREMOULDED JOINT FILLLER WITH 3/8" DEEP JOINT SEALER ALL AROUND. ANCHOR BOLT (TYP. #4 na 12' E.W. TOP a BOTTOMS .��C4 n9C 4C��4Q��u CRUSHED STONE VAPOR BARRIER COMPACTED GRAVEL FILL NOTE: LOCATION, SIZE AND NUMBER OF ANCHOR BOLTS TO BE AS REQUIRED BY GENERATOR MANUFCTURER, GENERATOR PAD DETAIL NOT TO SCALE �v �w .�. a w �w Z Z O i- Q —j O F- Q z LL- w V z W (� a z W m LLJ I--- ( _J m 0 z O Q WQ� U 0 F- Z z tl„ a Cn U z !W0..o ■ 0 Wiz_ > 0 F- -- w cn W Scale as Date Revisions Sheet No. 5 ALUMINUM ACOUSTIC LOUVER FASTEN LOUVER AND DAMPER TO WALL .WITH CLIP ANGLES ALUMINUM AIRFOIL DAMPER 24"HIGH x 2"THICK ALUMINUM FACED INSULATED BLANK OFF PANEL JOINT SEALAN 12 5I PROVIDE 12" BEARING LENGTH EACH END OF LINTEL - SEE DETAIL THIS SHEET GALV. STEEL EXHAUST DUCT FLEXIBLE NEOPRENE DUCT CONNECTO GENERATOR SET RADIAT( 24"x24" HINGED ACCESS P WITH 3 POINT LATCH (TYP. OF 2 -ONE ON EACF GENERATOR SET BAST 2"x2"x1/4"L WELDED DUCT SUPPORT W/ 1/4"x4"X4" BASE PLATES BOLTEi GENERATOR SET SUB -BASE FUEL TANK (24 HR.) 2" RIGID PERIMETER INSULATION SECTION AT EXHAUST LOUVER SCALE: 1/2"= I' ,QaQaQa°aaa°a°a°a°a°a°Q A Q Q Q Q Q A Q <1 Q Q SECTION AT DOOR SCALE: 1/2"= I' 12 NO. 15 ROOFING PAPER 2X8 RAFTER 5 .ASPHALT ROOFING SHINGLES WIDE RUBBERIZED ASPHALT 12" BATT INSULATION (R-38) EAVE PROTECTION BARRIER 5/8" PLYWOOD 2X10 CEILING JOIST WOOD BLOCKING „ e METAL DRIP EDGE I" NOMINAL TRIM Ix8 CEDAR IX6 T&G CEDAR WITH CONTINUOUS 6" SCREENED SOFFIT VENT SECTION AT INTAKE LOUVER SCALE: 1/2"= I' I' -I.. (TYP. WALL) L3 1/2x3 1/2x5/16 (GALVANIZED) K631 5/16 3/8"x10"x width of opening GALVANIZED STEEL PLATE WT 8 X 15.5 (GALVANIZED) "HALF" CMU> 5/16 5/16 1/4"0 WEEPHOLE AT 2'-0" o.c:. PROVIDE 5-I/2"Wxl2"LxI/2"T BEARING PLATE AND TWO 1/2" ANCHOR BOLTS AT EACH END OF LINTEL. FILL MASONRY SOLID WITH GROUT FOR A MINIMUM OF THREE COURSES BELOW LINTELS. LINTEL DETAIL NOT TO SCALE (FOR USE IN 7' - 9' WIDE HORIZONTAL OPENINGS) 4" FACE BRICK I" CAVITY FINISHED GRADE 2X8 P.T. PLATE '— 5/8' TYPE X GYPSUM BOARD ANCHOR BOLTS 6' O.C. 1'-4" FILL BLOCK VOID SOLID WITH MORTAR TO FORM BOND BEAM PROVIDE 2 #5 CONTINUOUS IN BOND BEAM 6" CONCRETE MASONRY UNIT 2" RIGID INSULATION (R-14.4) WITH TAPE SEALED JOINTS HORIZONTAL JOINT REINFORCEMENT (@ 16" O.C. LAP REINFORCEMENT 6" MINIMUM #5 BAR VERTICAL REINFORCEMENT rc) 48" O.C. MAX. FILL BLOCK VOIDS SOLID TO FORM BOND COLUMN 1/2" PREMOLDED JOINT FILLER WITH 3/8" DEEP JOINT SEALANT 6" CONCRETE FLOOR WITH 6x6 10-10 WIRE MESH REINFORCING 2" RIGID INSULATION Z o � N 2" RIGID PERIMETER INSULATION 66 �� �� COMPACTED GRAVEL BACKFILL o 2 #4 BARS (TYP.) 6" 0Q4Qil�4nQnQn 4QdQ4�QQQ— H STONE BASE TYP. 6' CRUSHED S 0 E (TYP.) VAPOR BARRIER 6" -3/8" CRUSHED STONE GENERATOR BUILDING SECTION SCALE: 1/2"= I' n Q Q Q Q Q Q Q Q Q Q SECTION AT OVERHEAD DOOR SCALE: 1/2"= I' CK _J Ir Q 0) O E-- p E-- w z 0 1— NQ CC V-I Z Q z w o �- O z _j o � m Z 0 0 W Z Z 0 U W 4- O N � U = W N Z W m Scale AS Date MAF Revisions SHOWN Sheet No. �i* ELECTRICAL LEGEND 00 LIGHTING PANELBOARD 00 DENOTES CIRCUIT NO. BH GEN. SET ENGINE BLOCK HEATER BT GENERATOR SET BATTERIES L FLOODING FLOAT SWITCH Q HEAT DETECTOR PD PERSON DOWN SWITCH 8 ACKNOWLEDGEMENT LIGHT PS PUMPING STA. CONTROL PANEL TS AUTO. TRANSFER SWITCH TC TIME CLOCK ® JUNCTION BOX FLUORESCENT LIGHTING FIXTURE COOPER-LUMARK FSRC-PP-64A•I2OV-BLK ® FLUORESCENT LIGHTING FIXTURE COOPER-LUMA K TTMC-PP-17A-12OV-BLK KEENE CAT. #323150LX-PC-3/4- 330 - MOUNT 8' ABOVE F.G. BOLLARD LIGHTING FIXTURE KEENE LLFIOOHPS120DB-E WET WELL LIGHTING FIXTURE CROUSE HINDS EVJ220-20OW A-2 © THERMOSTAT MOUNT ON INSULATED STAND-OFF ® MOTORIZED DAMPER DUPLEX RECEPTACLE OUTLET QUADRUPLEX RECEPTACLE OUTLET PB PUSH BUTTON STATION s SINGLE -POLE SWITCH s2 TWO POLE SWITCH S3 THREE-WAY SWITCH Sp SWITCH AND PILOT LAMP Sk-Wp WEATHERPROOF KEY -OPERATED SWITCH j, INTRUSION ALARM DOOR SWITCH .�� SWITCH --��- FUSE --��- CIRCUIT BREAKER o-! o CONTACTOR OVERLOAD TRANSFORMER GROUND 25 ELECTRIC MOTOR NUMBER DENOTES HORSEPOWER G ENGINE DRIVEN STANDBY GENERATOR SET SURGE ARRESTOR 6 -0" jYP 1 EXIST/NO POLE MOUNTED TRANSFORMER 480 YI277 VOLT, 3 PHASE 4"C - (4)#500MCM 4 WIPE, 400 AMP SERVICE I , PROVIDE SECONDARY SURGE ARRESTORS I I MAIN SERVICE DISCONNECT SWITCH I I 480V, 3P, 400A FRAME - PROVIDE 300A TIME DELAY FUSES i j 400 AMP 3 PHASE r---- I I INSTRUMENT METERING SOCKET I I i I I I I l O DIESEL GENERATOR G 480Y/277V, 3PH, 4W ---� ! _ CT__J 250 kW, 312 kVA RELOCATED I MCB I EXISTING AUTOMATIC i ! PROVIDE NEW 3/4"C (01/0 G TRANSFER SWITCH SEE GROUND DETAIL = 480V, 3P, 400A r � 1-1/2"C - (3)#1/0 + (1)#4 G SEWAGE '- -� SEWAGE r PUMP 101 400 PUMP 102 400 j V.F.D. 1 ( 250 I V.F.D. 1 250 I I 1 ! I I I I ! ! I I I I I I I I I ! 1---- -_J I---- --J 2"C - (3)#1/0 + (1)#4 G _ 200A, NON -FUSIBLE, 4-1 200A, NON -FUSIBLE, SAFETY SWITCH SAFETY SWITCH I 1 NEMA 4X .ENCLOSURE I I NEMA 4X ENCLOSURE t 2"C - (3)#1/0 + (1)#4 G 75 #1/0 BARE COPPER GROUND CONDUCTOR #1/0 BARE COPPER GROUND CONDUCTOR IN 3/4" CONDUIT TO MAIN SERVICE DISCONNECT SWITCH 5/8" DIA, x 8' LONG COPPER CLAD STEEL GROUND ROD (TYP.) - 3 REQ'D. GROUNDING DETAIL NOT TO SCALE SEAL SEAL WATER WATER PUMP PUMP STARTER STARTER SEWAGE GRINDER CONTROL PANEL FINISHED DETECTABLE AVERY HEIGHTS STANDBY POWER DISCONECT 4"C - (4)#500 MCM +#3 G j I I I I I ! t I I I I I 1-1/2"C - (3)#1/0 + (1)#4 G 3/4"C - (3)#12 + (1)#12 G SEAL -- _-� WATER 1 60 j PUMP 103 1 15 1 I I . I i L-_ SEALTIGHT FLEXIBLE CONDUIT (TYP.) 0 1-1 SITE LIGHTING LIGHTING PANELBOARD TIME CLOCK 12"x10" WIREWAY 6" ITYP.) LECTRIC DISI PANELBOARD SEAL -- - WATER 60 j PUMP 104 1 15 1 I I I I I -_J �••• 4�3•• 4"C - (4)#500 MCM +#3 G o 1"C - (3)#6 + (I)#6 G r- - 1 1001 I so I I I I i 4"C - (4)#500 MCM +#3 G L -J 3/4"C - (3)#12 412 G �- r IBUILDING HEATER 1 400 60 1 -► 5 KW 1 480V, 3PH, 60171Z 1 250 15 I L------90 J 11 17�0 I 3/4"C - (3)#12 + (1)#12 G 60 60 15 15 1 3/4"C - (3)#12 + (012 G 600 60 1 15 20 ! SPARE SPARE 1 25 250 100 I 7o SEWAGE'--- ---' ! SPAREI I GRINDERi SPAR 60 ! I 15 1 ONTROLI 20 PANEL! ! SPARE I I I I 1 20 I I I I 3/4"C - (3)#12 + (1)#12 G POWER DISTRIBUTION RISER DIAGRAM NOT TO SCALE AUTOMATIC TRANSFER SWITCH MET f RING CABIINET SERVICE ENTRANCE DISCONNECT AVERY HEIGHTS WELL STANDBY POWER DISCONNECT NOTES: I. ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AS SUPPLEMENTED BY STATE AND LOCAL REGULATORY AUTHORITIES. 2. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE UL LISTED. 3. SEAL ALL CONDUITS ENTERING HAZARDOUS LOCATIONS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. ALL WIRING TO WET WELL AREA SHALL RUN VIA JUNCTION BOX "B". 4. WET WELL IS TO BE CONSIDERED A CLASS I, GROUP D, DIVISION I HAZARDOUS LOCATION FOR THE WORK UNDER THIS CONTRACT. 5. WET WELL, PUMP CHAMBER, AND BUILDING TO BE CONSIDERED WET LOCATIONS FOR THE WORK UNDER THIS CONTRACT. 6. CONDUITS SHALL GENERALLY BE INSTALLED EXPOSED ON CONSTRUCTION. 7. BUILDING EXHAUST FAN TO BE INTERLOCKED WITH INTAKE LOUVER OPERATORS TO OPEN DAMPERS WHEN THE EXHAUST FAN IS OPERATING. 8. PUMP CHAMBER VENTILATION FAN AND LIGHTS TO BE INTERLOCKED. WITH ENTRANCE TUBE HATCH SO THAT FAN AND LIGHTS TURN ON WHEN HATCH IS OPENED. 9. WET WELL FAN AND LIGHTS TO BE INTERLOCKED WITH WET WELL ENTRANCE HATCH SO THAT LIGHTS AND FAN COME ON 1-1/2"C - UNDRGRND WHEN ENTRANCE HATCH IS OPENED. TO REAR OF BUILDING 10. ALL CONDUIT CONNECTIONS TO PUMPS, FANS, COMPRESSORS, AND OTHER MECHANICAL EQUIPMENT TO BE MADE WITH SEALTIGHT FLEXIBLE CONDUIT. JIB CRANE-_ HOIST 1 ! I I 60A, NON -FUSIBLE, L - j SAFETY SWITCH NEMA 4X ENCLOSURE I I i f I I !- I I I 1, L-_T___0 .JII-- II. POWER CONDUCTORS SHALL NOT BE LOADED ABOVE THE ALLOWABLE AMPACITY OF 75 DEGREE CELCIUS WIRE. I"C - (3)#4 + (I)#6 G FERRORESONANT TRANSFORMER 75 kVA, 3 PHASE, 80°C RISE 480V PRIMARY 208Y/120V SECONDARY 3/4"C- (0#6 G (4)#4/0 + (I)#6 G r - � I C 50 I CONTROL BUILDING L. „ LIGHTING PANEL A 225A FRAME, 3 PH 42 CB CAPACITY 150A, 3P MCB 1=--___ -J 1-1/2" GALV. UNI-STRUT LIGHTING PANEL CIRCUIT SCHEDULE CIRCUIT N0. DESCRIPTION LOAD KVA BREAKER SIZE FEEDER WIRING REMARKS 1. SITE LIGHTING 1.8 20A-IP 2412 2. BUILDING LIGHTING 0.5 15A-IP 2412 3. INTERIOR BUILDING RECEPTACLES 1.8 20A-IP 2412 GFI RECEPTACLES 4. EXTERIOR BUILDING RECEPTACLES 1.8 20A-IP 2412 GFI RECEPTACLES 5. BUILDING EXHAUST FAN 0.7 15A-IP 2412 6. PUMP CHAMBER LIGHTING 0.5 15A-IP 2412 7. PUMP CHAMBER RECEPT. 1.8 20A-IP 2412 GFI RECEPTACLES 8. PUMP CHAMBER FAN 0.7 15A-IP 2412 9. PUMP CHAMBER HEAT 5.6 35A-2P 348 10. PUMP CHAMBER HEAT ----- ----- ----- 11. PUMP CHAMBER DEHUMID. 0.7 15A-IP 2412 12. PUMP CHAMBER SUMP PUMP#I 1.2 3OA-IP 2410 13. PUMP CHAMBER SUMP PUMP#2 1.2 30A-IP 2410 14. WET WELL LIGHTING 0.5 15A-IP 2412 15. WET WELL FAN 0.7 154-IP 2412 16. WET WELL RECEPTACLE 1.8 20A-IP 2412 GF1 RECEPTACLES 17. CONTROL PANEL UPS 1.2 20A-IP 2412 18. CONTROL PANEL MAINT. 1.8 20A-IP 2412 19. AIR COMPRESSOR #1 1.2 30A-IP 2410 20. AIR COMPRESSOR #2 1.2 30A-IP 2410 21, BATTERY CHARGER 0.5 15A-IP 2412 22. ENGINE BLOCK HEATER 2.5 20A-2P 3412 23. ENGINE BLOCK HEATER ----- ----- ----- 24. INTAKE DAMPER MOTORS 1.4 15A-IP 2412 25, EXHAUST DAMPER MOTORS 1.4 15A-IP 2412 26. SPARE 1.8 15A-IP ----- 27. SPARE 1.8 15A-IP ----- 28. SPARE 1.8 15A-IP ----- 29. SPARE 1.8 20A-IP ----- 30. SPARE 1.8 20A-IP ----- 31. SPARE 1.8 20A-IP ----- 32-42 SPACE ----- ----- ----- FUTURE TOTAL PANELBOARD LOAD 43.3 4 W _I (D (1) 1 z_ J U rn O z Q U Q p V Q U L J z - z O W _1 V _I W Z 0 P W Fa- � (f) U U 0 Z Z a. Cj) 2o 0 a. W o N Z O Qa: � N W Z W m Scale As Date MAI Revisions Sheet No. CONDUIT TRENCH DETAIL NOT TO SCALE ELECTRICAL EQUIPMENT ELEVATION SCALE: I/2" = 1'-0" ELECTRICAL BACKBOARD DETAIL NOT TO SCALE N HYDRAULIC SEWAGE GRINDE A � f 7 A 8 P ,\y 12" FIBERGLASS HOODED VENTILATOR W/ HINGED HOOD 81 BACKDRAFT DAMPER TOP OF EXISTING WET WELL EL. /85.66 LC EL. /79. /6.t X/S T/NG /O ' 01A. PRECAST CONCRETE WET WELL } f \ i 'I }r f 1 � i i i r EXISTING PUMP S TA T/ON BASE SLAB EXPLOSION PROOF LIGHTING FIXTURE (TYP. OF 2) - k—s VENTILATION FAN SUMP PUMP DEHUMIDIFIER II JB IM ATER - f 4r 71 1 ; PB , I H 1 t�1 PROVIDE NEMA 4X STOP/START STATION FOR EACH PUMP PB K .!; t \ B T , PUMP CHAMBER FREEZE ALARM THERMOSTAT 1/2" S.S. BUBBLER TUBE WITH CLEAN OUT TEE AND BELL (TYP. OF 2) PLAN BELOW GRADE \ 14 15 PS J EXPLOSIOP )F LIGHTING JRE - MOUN 1E PLATFOR OF 2) I SECTION A - A 30"x36" ALUM. PLAN AT TOP OF WET WELL 3 PS Y R C r S S W W REPAIR u 2 2 w S < BENCH N W _ CO. METER SOCKET A ABOVE FINISH GRADE a /r EEZE ALARM THERMOSTAT 'AN CONTROL THERMOSTAT SING HEATING THERMOSTAT T BATTERY CHARGER PROVIDE 3/4"C W/2#10 T F0 GENERATOR BATTERY { P S - --J 21 ■UA m w FAI 4" SCH. 40 PVC SAN. OZ DRAIN TO WET WELL 4 TY =m \ K 5 A A PUMP •� PUMP 2OOJ ur t'r Z A.L 2 W I Q ] 3 OVa aQ O acorn A. ui 7y KVA �3u RANSFORMER i o a A A PS ` FA - WA. A ?a ' BREAK fs C A sj . 1 = - TANK 4TA A 25 ;' BT STANDBY DIESEL 22 GENERATOR SET 11* BH � u I it A MD � 25 FLOOR PLAN s N � gxa a V r� aW O� VW z Q u I IZ Z O o Q U F-- U W Z � V Q U W z Q O U J W Z 0 wa~ 7: u U � Z Z � a. o L) W0=.. o � � N o � z 3 0 UC) = L Z N W m Scale As Date MAI Revisions Sheet No. 8 PROCESS PIPING a INSTRUMENTATION DIAGRAM SYMBOLS AND ABBREVIATIONS INSTRUMENT SYMBOLS 0 FIELD MOUNTED DEVICE MCS YL ��b _ N -1 FRONT OF PANEL MOUNTED DEVICE GRN MCS )ey-LX _ REAR OF PANEL MOUNTED DEVICE I OFF + RED I MCS TWO MEASURED VARIABLES KQI 00 —J IN ONE DEVICE PROGRAMMABLE LOGIC CONTROLLER WITH NORMALLY ACCESSIBLE OPERATOR INTERFACE ILLUMINATED DEVICE J� -----f-- DIGITAL SIGNAL ELECTRICAL SIGNAL DESCRETE OR ANALOG PNEUMATIC SIGNAL —I---L—L--L HYDRAULIC SIGNAL EAH EAL FCV FE FI FIR FIT FQI FS HMS HS KIC KQI LAH LAL LCV LI LIT LS LSH LSL LT M PCV PDSH PI PIT PS PSH PSL PSV S SC SI SOV TAH TAL TSH WS YC YIC YL ZC ZS ABBREVIATIONS VOLTAGE ALARM - HIGH VOLTAGE ALARM - LOW FLOW CONTROL VALVE FLOW ELEMENT (MAGNETIC FLOW METER) FLOW INDICATOR FLOW INDICATING RECORDER FLOW INDICATING TRANSMITTER FLOW QUANTITY INDICATOR (TOTALIZER) FLOW SWITCH HAND MOMENTARY SWITCH (PUSHBUTTON) HAND SWITCH (SELECTOR) TIME INDICATING CONTROLLER RUNNING TIME TOTALIZER LEVEL ALARM - HIGH LEVEL ALARM - LOW LEVEL CONTROL VALVE LEVEL INDICATOR LEVEL INDICATING TRANSMITTER LEVEL SWITCH (UNCLASSIFIED) LEVEL SWITCH - HIGH LEVEL SWITCH - LOW LEVEL TRANSMITTER MOTOR PRESSURE CONTROL VALVE PRESSURE DIFFERENTIAL SWITCH - PRESSURE INDICATOR PRESSURE INDICATING TRANSMITTER PRESSURE SWITCH - UNCLASSIFIED PRESSURE SWITCH - HIGH PRESSURE SWITCH - LOW PRESSURE SAFETY VALVE (RELIEF) SOLENOID VALVE OPERATOR SPEED CONTROLLER SPEED INDICATOR SOLENOID OPERATED VALVE TEMPERATURE ALARM - HIGH TEMPERATURE ALARM - LOW TEMPERATURE SWITCH - HIGH WATER SUPPLY PROGRAMMABLE LOGIC CONTROLLER INDICATING PLC PILOT LIGHT POSITIONER LIMIT SWITCH PANEL SUPERSCRIPTS HIGH (PLC) GSCP GENERATOR SET CONTROL PANEL MCS MOTOR CONTROL STARTER PSCP PUMPING STATION CONTROL PANEL PSSE PUMPING STATION SERVICE ENTRANCE VFD 101 VARIABLE FREQUENCY DRIVE NO.1 VFD 102 VARIABLE FREQUENCY DRIVE NO. 2 I I I I I 2" VENT ( i ( C LSH I I 202 i I ( LSL I i I CITY WATER SUPPLY 203 PSV PSV i MCS I YL I I I r Tni ( ---- -- TSH F TSH -- ---- I I GRN I r � IMcs ( CS OVERFLOW CS YL i ---- — M — M — ---- --+--- OFF IRED I 100 GALLON IMCS i BREAK TANK I KQI L—_ I I SEAL WATER SEAL WATER IPSCP TURBINE PUMP TURBINE PUMP 4-20 mA P-103 DRAIN P-104----------- ♦- NA HYDROPNEUMATIC BLADDER TANK PIT ( I _ YL _ YL _ YL _ YL _ YL I- ON F- ON r ON r ON r ON ( GRN ( GRN ( GRN ( GRN I GRN OFF YL OFF YL r ON YL r 0—N YL OFF YL OFF YL OFF YL I RED ( RED ( GRN I GRN ( RED I RED I RED OFF YL OFF KQI RED RED I I I I HS (_HS L-- HS L-- HS I __ HS (__ HS (__ HS rH/O/A rH/0/A_ (H/O/A IH/O/A rH/0/A rH/0/A rH/0/A (__ r ON r ON r ON r ON r ON r ON r ON t t F--- M OFF ( OFF ( OFF I OFF I OFF ( OFF I OFF WASTEWATER WASTEWATER SEAL WATER SEAL WATER COMPRESSOR COMPRESSOR SEWAGE PUMP NO. 1 PUMP NO. 2 PUMP NO. 1 PUMP NO. 2 NO. I NO. 2 GRINDER I HOSE BIBB 601 DRAIN II i II II HOSE HOSE BIBB BIBB SEDIMENT i I FILTER ( I C _ WATER SEAL SYSTEM SETPOINTS ( t f LOW SE ALARM 65 PSI LAG PUMPON LEAD PUMP ON 80 LAG PUMP OFF 110 LEAD PUMP OFF 115 HIGH PRESSURE ALARM 120 II PI j I 401 1/2" SCH_ 80 PVC ( j SEAL WATER PIPING CONNECTIONS TO PUMPS TO BE MADE WITH BRAIDED STAINLESS STEEL FLEXIBLE HOSE I i ( I VFD r REMOTE 101 I HMS START 3 i i GRN WASTEWATER PUMP MECHANICAL SEAL WASTEWATER PUMP P-101 CONTROLLED CLOSING SWING CHECK VALVE OPERATOR INTERFACE CONTROLLED CLOSING WASTEWATER SWING CHECK VALVE PUMP P-102 4" D.I. SURGE RELIEF AND RECIRCULATION TO WET WELL 8" BYPASS PUMPING CONNECTION CE5 Z Z 0 a z _ o Z d G Q UJI V 0 ~ o U QC Z CL -- Z 0 W ia- n U 0 Z Z W 0. O wm N QZ 3 a: H = o-U� W z w m Scale As Date >� Revisions Sheet No. NOTES: I. PROVIDE AN AUXILIARY RELAY IN THE EXISTING AUTOMATIC TRANSFER SWITCH WHICH IS ENERGIZED WHEN THE NORMAL UTILITY POWER SOURCE IS AVAILABLE FOR USE. 2. FURNISH AND INSTALL PHASE SEQUENCE / PHASE BALANCE MONITOR OPTION FOR EXISTING AUTOMATIC TRANSFER SWITCH. TYPE 3002 UNCONDITIONED TELEPHONE LINE PSCP -- —— AT -----— — — — — —— -- J ALARM DIALER SURGE I ARRESTOR (TYP.) I ( I PSCP --------------------------------------------- r------------------------------I--------r------ , J I I I I I I I I I I I I I I I I I I I I I i I I J I I i L — — — — M AIR SUPPLY SYSTEM SETPOINTS 101 LOW AIR PRESSURE ALARM 60 PSI I I LAG COMPRESSOR ON 75 I LEAD COMPRESSOR ON 80 J 1/4" S.S. I LAG COMPRESSOR OFF 95 LSH LSL I I LEADCOMPRESSOR OFF 100 201 202 HIGH AIR PRESSURE ALARM 105 REDUNDANT REDUNDANT I FILTER COMPRESSOR C101 PIT WET WELL WET WELL i FLOAT SWITCH FLOAT SWITCH I I I pE J I I I I 1 J I J I I I I/4" S.S RECEIVER I I 1/.4S.S. 1 1 I TANK — 1 1 AFTERFILTER -- OIL 8 WATER CONDENSATE MIST PREFILTER L--- - - - - -- M SEPARATOR WITH DRAIN J 102 WITH DRAIN I ACCUMULATOR I I 1/4" S.S. MANUAL AUTOMATIC I I DRAIN DRAIN I 3-WAY WET WELL PIT FILTER SELECTION VALVE vi ° I COMPRESSOR C-102 N I I 0 PI I I = 410 V P 1 0-160" H2O xC I _ I WET WELL LEVEL MEASUREMENT SYSTEM N 400-100PSI I FI 1 703 I I I I 4-WAY BUBBLER I . TUBE PURGE VALVE I C I I I 3-WAY WET WELL SELECTION VALVE j 1 i I I I I I I I J I I EXHAUST I I I I I I I I I I I I I I I I I I I I I I PUMPING STATION CONTROL PANEL NEEDLE VALVE FOR WET WELL LEVEL SIMULATION J J I i J I I I I I I PROVIDE CLEANOUT CROSS I UMP I CHAMBER UMP CHAMBER UILDING TS4; L UMP TS UILDING CHAMBE�-r SH GSCP GSCP TS GSCP sH GSCP PSL GSCP SLLA o. AND PLUGS AT TOP OF BUBBLER DROP TUBE 204 U 804 805 806 807 (78 0-9 563 MO 40 I LOOD EMP. EMP. IRE IRE COOLANT COOLANT COOLANT IL PRESSURE OIL PRESSURE WARNING WARNING 1/2" SCH. 40 I TUBE WITH 3" DIA. I i I I I I I I i I I i I I i i I I I I I I I I i I II I i I I i I I I I I I I I I t I i J I t I I 1 ► I I I I FUEL UEL ET WELL UMP CHAMBER UILDING WET WELL PUMP CHAMBER UILDING (OT SE PSCP LT TANK 61L, TANK ZS ZS ZS ZS ZS ZS JY I 301 05 0607 909910911FUEL OW FUEL TRUSION TRUSION TRUSION AN DOWN AN DOWN AN DOWNILITY POWER I POWER AVAIL. AVAILABLE I49 ---------------------------------------------------------- T---------------� I I I I I I I I I 1 STAINLESS STEEL COMPRESSION BELL i I i 1 I I I I I I PROVIDE CLEANOUT CROSS I I I I I i I I I I AND PLUGS AT TOP OF i ! BUBBLER DROP TUBE I I I I I I i i I I I I i I i GOW T. CHARGER AT. CHARGER AT. CHARGER GSCP GSCP GSCP GSCP GSCP GSCP 1/2" SCH. 40 ESH U91-6 U5—O3 SLL YY Y_Y U�2 YI TUBE WITH 3" DIA. 915 IGH UPPLY IL PRESSURE504 01L PRESSUR 918 OVERCRANK 919 OVEIRSPEED OTIN 921 GEN. SET VOLTAGE VOLTAGE POWER LOSS WARNING FAILURE FAULT AUTO. MODE OPER. NORMAL ALARM SYSTEM STAINLESS STEEL COMPRESSION BELL 0 0 0 0 00 WET WELL LEVEL #1 0 0 0 0 WET WELL LEVEL #2 Co Z Vr 0 i Z E- Z EL Z (n 0 W a W U 0 N F— O U W Z CL Scale As Date mm Revisions Sheet No. 10 V . •M r .. r• • • f +a'lkat�i4it.�.�Fd��32�:�d�G.e,�",:�•w>,wc. s-�rs�a ..,.?=.e•t....<va.r.,..r ..:., y-..•..� � .. .. ,. �.: _..... .... ,,... _ -. -. ... .. .Y. _ -•7 _ .. -.. �. ..... .. ._.. __ . ... -. .... rid- _ . b...__,.., ., ..n..%.. .. ... rz. .r _ ..,,. .+ _ -r ,. ,,. ,v .. .. _� ,.. . .. ., . - _ .. .._ .. .. _ ... .. .. , .. ,.. .. .,. ., ..., -.h., r. �e rr ... �� ...'.��a'r. ..n•cet. a��:, d4 '�$ I• 1 1/2" �_..i HANDLING HOLE (2 REQ' 21 3/4" 6" 1 36" a Ct' THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. SANITARY SEWER MANHOLE FRAME AND COVER DETAIL NOT TO SCALE MAGNETICALLY DETECTABLE WARNING TAPE SHEETING IF USED, SHALL BE REMOVED IN LIFTS TO ALLOW PROPER PLACEMENT i AND COMPACTION OF BACKFILL MATERIAL. I LIFTS SHALL NOT EXCEED 24". ALL 1 STEEL SHEETING SYSTEMS OR PRESSURE 1 TREATED TIMBER SHEETING SYSTEMS MAY 1 BE LEFT IN PLACE PROVIDING THAT THE I TOP 48" BELOW FINISHED GRADE IS REMOVED. ia^ rQi iQNPn c TnniP apnnw(,. #J5 �. ►� �.., eG r oe. PROPOSED . AIR RELEASE/ VACUUM VALVE MANHOLE EXISTING GROUND #e'66 b. r INSTALL AIR RELEASE/; VACUUM VALVE IN EXISTING MANHOLE �t AIR RELEASE / VACUUM VALVE MANHOLE LOCATION PLANS SCALE: I" - 40' COPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP MANHOLE STEP DETAIL NOT TO SCALE 0 BACKFILL WITH COMPACTED EXCAVATED MATERIAL OR SUBSTITUTE BACKFILL AS DIRECTED. REMOVE STONES GREATER THAN 12" IN LEAST DIMENSION. COMPACT BACKFILL TO AT LEAST 95% MAXIMUM w DENSITY. USE HOEPACK FOR COMPACTION IN 48" LIFTS OR AS REQUIRED TO ACHIEVE MINIMUM Q COMPACTION SPECIFIED. > CLEAN WELL -GRADED SAND BACKFILL PLACED AND COMPACTED IN 6" LAYERS FILTER FABRIC - OVERLAP SEAMS 12" MINIMUM N 4d 6" FOR EARTH EXCAVATION -- ,-, 12" FOR ROCK EXCAVATION 12" MIN. I D 1 12" MIN. TYPICAL FLEXIBLE PIPE TRENCH DETAIL SCALE: I" - 1'-0" 0 SLOPE TO DRAIN MANHOLE FRAME 81 COVER CONCRETE BRICK MASONRY POLYPROPYLENE MANHOLE STEPS AT 12" O.C. AIR RELEASE / VACUUM VALVE WITH FLUSHING CONNECTIONS 2" SCH 40 STAINLESS STEEL CLOSE NIPPLE 2" STAINLESS STEEL ISOLATION BALL VALVE 2"X4" SCH 40 STAINLESS STEEL PIPE NIPPLE 48" DIA. PRECAST CONCRETE "DOGHOUSE" TYPE MANHOLE DUCTILE IRON FORCE MAIN BLOCK UP "DOGHOUSE" OPENING WITH SOLID CONCRETE MASONRY 2"x1O" TAPPING SA d d v � v v PROCESSED STONE BEDDING dd d d d d d , d d d d d d d d d d d MASONRY PIPE 12" DIA. X 6" DEEP SUMP HOLE _6" THICK CONCRETE BASE SLAB SUPPORT FORCEMAIN AIR RELEASE / VACUUM VALVE MANHOLE DETAIL z cn 0 0 ; Q z 3: rn 6 O I— Q z 0 z J F- V Q �- Q I— z O W V Al W Q � U w 0 z Z Z 0 U N Q Z a: o(L = � W 0 N Z W m Scale As SHOWN Date MAR., 1999 Revisions Sheet No. 11 NOT TO SCALE ROUND END & CORNER POST CHAIN LINK FABRIC, (3) STRANDS OF BARBED WIRE, ROUND END & POST TOP TOP SELVAGE EA CONSISTING OF 2 STRAND ACORNER POST KNUCKLED LINE WIRE W/ 4 PT BARBS CORNER ARM .17 RAIL TIE �1.66" (1 5/8") OD 45° B/W ARM TOP RAIL ROUND LINE POST 1.66" (1 5/8"1 OD BRACE RAIL C' BOTTOM SELVAGE KNUCKLED TENSION HOG RING WIR!O LINE POST TIE ' N nJ Z\ V TURNBUCKLE ADJUSTABLE�- TENSION BAR TRUSS ROD NOTES: Lu FURNISH AND INSTALL A CORNER POST AND BRACE RAIL WHERE THE CHANGE IN FENCE ALIGNMENT IS GREATER THAN 150. �- CHAIN LINK FENCE DETAIL NOT TO SCALE CO 3" TYP. ELEV. 185.66 = I In I I Aj I II II ( • • II II II it II II ii • II II II II II ONCRETE_ UNDATION SE PLATE JIB CRANE BASE PLATE I" NON -SHRINK GROUT FINISHED GRADE #6 a12" E.W. ANCHOR BOLTS PER CRANE MANUFACTURER'S RECOMMENDATION #6 na 12" E.W. • PROCESSED STONE BASE COURSE NOTE: PROVIDE AND INSTALL CONDUIT(S) FOR ELECTRIC HOIST IN FOUNDATION. SECTION JIB CRANE FOUNDATION. DETAIL NOT TO SCALE 2 1/4" 2 1/4" LATCH FPOST i 1 LATCH CENTER RAIL 1 2 1/2" 1,\ CHAIN LINK FABRIC SINGLE GATE ELEVATION NOT TO SCALE #5 REINFORCING BAR WITH 2" COVER (TYP.)---,- N I" CHAMFER (TYP. 2" SO.(3) STRANDS OF ALUM BARBED WIRE, EA UPRIGHT CONSISTING OF 2 STRAND LINE WIRE KEEPER TRUSS ROD 2" SQUARE ALUM BOTTOM RAIL 4"m POST 2' _I I BOLLARD CROSS SECTION LIGHTING FIXTURE CENTER OF LIGHTING FIXTURE LENS . N N FINISHED GRADE BACKFILL WITH COMPACTED 111- IIIIIIII PROCESSED STONE AGGREGATE 3/4" RGS CONDUIT - II -III -III-_ -IIIh- IIII-_-- _III -III -III NOTE: BOLLARD TYPE "A" CONTAINS NO LIGHTING FIXTURES. BOLLARD TYPE "B" CONTAINS I LIGHTING FIXTURE. BOLLARD TYPE "C" CONTAINS 2 LIGHTING FIXTURES LOCATED ON OPPOSITE FACES OF BOLLARD. CONCRETE BOLLARD DETAIL NOT TO SCALE FINISHED CAST IRON MANHOLE GRADE OPW 104-AOW-1212 ' ' I TRIM EXISTING PIPE AS REQUIRED a INSTALL GASKETED CAP OR PLUG I / 1 �,- � �J \ EXISTING WELL POINT_ 12" WELL POINT ACCESS MANHOLE DETAIL NOT TO SCALE W/ 4 PT BARBS POST TOP 2" SO. ALUM UPRIGHT ENSION OD -..JK FABRIC J 4"0 TRUCK ASS'Y POST ALUM TRACK �j H 2" SO, ALUM. UPRIGHT )MIT FABRIC) r TRUSS ROD T2OD I I I 2 I/2" NOM. FABRIC GUIDE ROLLER 4SS'Y I L_ J SINGLE CANTILEVERED SLIDING GATE DETAIL NOT TO SCALE 91, 3" R=211 BITUMINOUS CONCRETE �n 42` 20• STACK COAT PROCESSED AGGREGATE SUBBASE - BITUMINOUS CONCRETE LIP CURB NOT TO SCALE 1/2" CLASS 2 BITUMINOUS CONCRETE WEARING COURSE 2" CLASS I BITUMINOUS CONCRETE BINDER COURSE 9" PROCESSED AGGREGATE BASE COURSE 1 1 / / 6 -G / l COMPACTED SUBGRADE G O 4 C p V 4 O A A 9 G V 4 V G � A V G � ♦] 'J p I 1 I � �' I 1 1 1 1 I / I / I ♦ r INSTALL FILTER FABRIC FENCE EROSION CONTROL SYSTEM INSTALL MODIFIED_ RIPRAP (TYP) PUMP DISCHARGE HOSE PLAN TYPICAL PAVEMENT CROSS SECTION NOT TO SCALE INSTALL FILTER FABRIC TILTED TOWARD RIPRAP PLACE MODIFIED RIPRAP 2' .� 5' MIN (TYP) , PUMP DISCHARGE EXISTING �- GROUND z_ M HOSE SUPPORT 5' 11N. �► + +1++ +140.+ ,0 BELOW RIPRAP TO FILTER FABRIC FENCE ELEVATION NOTE: REMOVE WHEN DEWATERING IS COMPLETE. DEWATERING PUMP DISCHARGE PAD DETAIL NOT TO SCALE N s u g0 q p 4 N U <�mm� N w �._ W UW 0 --J rn L < O z z F Q LJ t— I p U _J Q W L J (z U z U) _ o Z 0 W < p 0 w Z z o W (L o 2 to Q Z 0U= � W N Z W m Scale As Date 1 Revisions Sheet No. 12