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Home My WebLink AboutWastewater Treatment Plant Modifications - 2001 CONSTRUCTION DRAWINGS FOR BOZEMAN, MONTANA WASTEWATER TREATMENT PLANT MODIFICATIONS CITY OF BOZEMAN PROJECT NO. 56EP02 EPA ASSISTANCE IDENTIFICATION NO. XP988139-01 -0 MAY 2002 :'BELGRADE a 51{T[i i ,VM1riL R{Tq ENGINEERS MORRISON SCIENTISTS O SURVEYORS C MAIERLEIINC. SIN EN NE 1945 F�QN .�.._o„m„romp,. PROJECT = .r 910 Nele�w Avenue 901 161—kV BIvE. lgCe 2 Rae IR 59604 Ba,—,ur 59771 0 �Rs ° LOCATION Panne:(406)442-3D,%U 1—.(406)582-0721 Tq $) ` F.(406)442-7862 N. (406)587-1176 �l rararart wrarsox Ivtat.K.26ol m 90 BR,DGER • n_�,w ' 4- A a Dry R0. N RECORD DRAWINGS BD�AN PROJECT HWY. 197 LOCATION LOCATION MAP - NO SCALE rn VICINITY MAP N a NO SCALE o� s v AI�t>, APPROVED BY: APPROVED BY: Robert J.Murray,Jr.Is/ �, gYlEhr•�bJ1ANCF Robert J. Morrison, P.E. Robert J. Murray, Jr., P.E. TA^W Project Manager City Engineer 0 (\ 502RlPe MORRISON MAIERLE, INC. PROJECT NO. SET NUMBER m° 0417.032.01—040D-01 1 1 .ZOOI'1� Il Y O y O M O t` a x m' _3 �20 y�i ~ O REMOVE PLUG ON EXISTING - n ocoi 24' PE AT INSIDE WALL o ws .83� o EXISTING RECYCLE SLUDGE ti BLDG. ••.., it PROf�y'` EXISTING ELECTRICAL p EXISTING TRANSFORMER EXISTING SURGE BASIN METER EXISTING AERATION BASIN AREA 0 AERATION BASIN NO. 4 NO. 3 SECONDARY LIFT STATION PROTECT AND RELOCATE EXIST. 3" W AND COMPRESSED w AIR LINES AS REQ'D DURING 0 CONSTRUCTION OF ACCESS VAULT 0 rc u u EXISTING � N SECONDARY DIGESTER m o EXISTING I ADMINISTRATION AND _ ANEW 1" NP HW DIGESTER CONTROL FROM HW HEATER BUILDING i EXISTING EXISTING AERATION BASIN AERATION BASIN EXISTING SEE DWG.W44MD5 NEW 2" NG 1 pIL, a r- GRAVITY THICKENER N0. 2 NO. 1 EXISTING �- NEW 2"NP CW FROM LOW NEW 1" NP HW •^� SEE DWG. 4-M-5 - a OM & 2" NP CW `BLOWER 1 BLDG. SUPPLY PAVEMENT REPLACEMENT REQUIRED. NEW _ �.}'�`.-_*•-"' '` U5�' SEE DWG. 2-C-2 (TYP) 8' PSD i ` "It.V€-v� -'� EXISTING W 8�g frLL NEW a—„ RIMARY SLUDGE ANL, EXISTING £ NEW 24' P.E. 6" PSM -IHIGKEIATION MP PRIMARY DIGESTER . � STATION -- -6 PSM REPAIRED EXST. SIDEWALK _ _� > TO MATCH EXISTING ANDF �`" NEW 8" PSD PER f NEw 1' Hw V` ( 2307 Ys o � NEW 1' HW 1 L_' 0 (NEW 1" NP HW r 1 NEW 4" DG TO 2" NP CW NEW 2" NG TO BURNER \ `1 WASTE GAS BURNER REGULATOR PACKAGE. J SEE DWG. 2-c-6. EW 12" DEW ( w EXISTING l - EXISTING PRIMARY CLARIFIER NO. 1 , m m t PRIMARY CLARIFIER NO, 2 1 \ d NEW CONC. CONSTRUCTION PRIMARY CLARIFIER 14,0. 3 / RETAINING WALL 5'-0" � ,, .. . -^,',j..>l o•�;'� INSTALLED NEW)��. BELOW GRADE - LEFT ...".i.�•�,•.:>.>••`••• •• '• J� CONC. SIDEWAL / Z IN PLACE ` _ �.-J J�+ �J PER 2301 V) Q FOR NEW WASTE GAS �� O Z BURNER & PIPING DETAILS. I` J 1- O SEE DWG. 2-C-6. � � O NEW 24' R.I. - SEE NOTES 13 & 14 ON�� - _ ao DWG. 2-C-1 (TYP.) Q J � 0 N EXISTING PRETREATMENT H- z BUILDING z Q LLJ J d H s FOR ENLARGED PIPING PLAN Q n IN THIS AREA, SEE DWG. 2-C-4. uJ z V a_ I N a a w } o V) a a z moss BRIDGE Q E Z �� w Q 00 w mo N O � m N GENERAL NOTES O PROJECT N0. N G417.032-01-04OD-0111 1. CONTRACTOR SHALL PERFORM ALL NECESSARY WORK REQUIRED TO DETERMINE THE LOCATION AND DEPTH OF BURY OF EXISTING PIPING WHERE POSSIBLE INTERFERENCES WITH PROPOSED SHEET NUMBER y LOCATIONS OF NEW PIPING MAY EXIST, INCLUDING "POT-HOLING" TO EXPOSE THE PIPING SURFACE. 9 o CONTRACTOR SHALL INFORM THE ENGINEER OF HIS INTENT TO DO SUCH WORK A MINIMUM OF 24 DRAWING NUMBER HOURS PRIOR TO THE COMMENCEMENT OF SUCH WORK 20 0 20 40 2. MINIMUM PIPE COVER SHALL BE 6 FEET UNLESS OTHERWISE INDICATED. SCALE IN FEET 2-C-3 EXISTING PIPE LEGEND CAP EXIST. 3" DG AND 1" NG moo EXISTING DIVERSION AFTER ABANDONMENT AND r`�'csiz EXISTING PIPE NOMINAL STRUCTURE NO. 2 REMOVAL OF EXIST. WASTE SIZE AND SERVICE GAS BURNER. SEE�. Frio �1`5 2-C-5 z o 0 6` PSD 4596.05 �aa r .-- . INVERT ELEVATION AT FITTING 8-3OR AT STRUCTURE t n (FIELD VERIFY) T ~VIa W (SEE DWG. 2-C-3 - wn FOR CONTINUATION) - - oho EXISTING EXISTING �' .._P"�°`�' AERATION BASIN AERATION BASIN EXISTING N0. 2 N0. 1 EXISTING //� �, ^ GRAVITY THICKENER SEE DWG. 6-M-1 FOR BLOWER ��`� REMOVED/REPLACED - \ NEW HW HEATER AND EXISTING 50 FT. SIDEWALKS PER k4" ELEC HEATING SYSTEM DEMOLITION ROOM/ 01 ,(TYP) CONDUIT j NEW 1" HW FROM HW HEATER — - -�D ( /' _o (INSULATED) ' .56 `" Zi o 6" THICK. PSD FqA A.B.LE=4590.93 p z ELBOW DOWN AND CUT HOLE FOR NEW NEW 2' CW 4608.70 - ---�1 j 1Y,. 8" SDC TO DISCHARGE INTO EXISTING 21' "'�--�'� ' �A� -�- _ - /,; m CORRUGATED ALUMINUM DRAIN PIPE. 1 - n _4j NEW 8' PSD \ ' -6" P D PLACE CONC. FILL AROUND PENETRATION AG L TO PUMP STA. 1 45 .90 />] TO HOLD IN PLACE. DO NOT ALLOW ANY (FIELD VERI BASEMENT THICK. P50 0 CONC. INTO EXST. 21` PIPE. \-.. _ ) �'�-� - - REMOVE PLUG AN NEW 1" HW— CONNECT NEW 24 PE J _J & 2" CW 24 TO EXST. PIPE W 1 �. J �_-F PTA r- kK'rc�n 24 FLEX. TRANSI I N - COUPLING L_ _-___- ( LATI REPLACE APPROX. OUTLIVE OF INSTAL ` - - 24` PE) ROUI� NEW 6" PSM �' BASEMENT DWG. 8 MP 2 U� 5 BEL(((fffWWW EXST. 30" PE FOR PIPING MODIFICATIONS A.B.I.E.=4600.37 - - _ - - I.E.=4600.23 AN A EXST. 4' D, AND F NEW 8` SDC AB E EXST. 6" SD. a598.50 - �w 8 RSF4 I.E.-4592.00 NEW 24" PE NEW 24" PE AB.I.E.=4591.96 (IF ECESSARY TO USE BENDS, (HIGH SP(,-- S IT DETAILS TO ENGINEER FOR AB.I.E.=4591.2� I.E.=4600.50 \J � REVIT PRIOR TO PROCEEDING) 12" DF,V W J PRESSURE 4�04 - O d 8 8" PSD SEE 204 (TYP) ,.,33 CLARIFIER EFFLUENT EjQX.FOR PIPING DETAILS SEE 2 I �� REMOVED/REPLACED O` ` . 10 LF SIDEWALK PER 16 J ROUTE NEW 1" HW k 2� TMP 5-S M-3 U PAVEMENT REPLACEMENT BELOW SIDEWALK & EXISTING NEW 1" HW REQUIRED PER DWG, 2-C-2 SCUM BUILDING FLOOR SLAB, (INSULATED) (TYP) NEW 1" HW CTU TURN ORE THRU FLOOR�SLAB�BY (INSULATED) SIM�` NEW 6' PSM \ TO 15620 . TERMINATE 1" HW I m EXIST. 12` DEW AT ` CLARIFIER WALL 2 4 NEW 8" SDC W A NEW HOSE VALVE, �"- /, ) (FIELD VERIFY) EXISTING FLOOR SLAB, SEE LE.=4593.00 - J`/ V235, MOUNTED 3'-6' ABOVE 151 SIM 2` CW INSIDE p o SEE DWG. 5-M-2 FOR �®( ) 1 BUILDING CAPPED / J SUB-DRAIN PIPING - _ - / REMOVED/REPLACED ) 9 m m S BELOW CLARIFIER (TYP) �� / 10 LF SIDEWALK PER I 3 p cio I.E..4 j 2301 TYP. LE.=4593.50 a SEE DWG. 5-S/M-4 FOR \ 11 6" PSD 1n Q -`- 1 ELECTRICAL 4592.37 Zp Z MECHANISM SUPPORT AND _ N SLUDGE HOPPER PIPING SEE DWG. 5-S/M-6 '"ITS (ABANDONED) EXISTING EXISTING PRIMARY CLARIFIER N0. 1 a DETAILS. NEW PRIMARY SCUM TA EW 12' DEW U STATION PIPING DETAIL I. .=4598.86 PRIMARY CLARIFIER NO. 2 REMOVE/REPLACE SIDEWALK AS REO'D. PER 2301 (TYP) 00 3 \ CO NC. CONSTRUCTION - NEW \\\ SEE _ 4M-4 RETAINING WALL 5"-0` / \ / BELOW GRADE - LEFT\ - z O PRIMARY CLARIFIE�`�NO. 3 \'JPLAG✓ J JI�j a vL Z a \\\ z a- La a z I w a- U I Cif d AB.=4593.00 I.E. p a w Q Q r 0 a w \\ a a o \ ^ a E ! v JOINTS DEFLECTED TO � E ACHIEVE GRADE CHANGE \ r I. .=4595.50 NEW 24" PI N Q w m AB.=4595.53 LE. J O A8.=4603.88 I.E. PRQIECT N0. 0417032,01-0400-0111 n `\ NUMBER REMOVE AND RE-INSTALL OR FOR CONNECTION TO EXST. SHEET 10 REPLACE EXST. FENCE AS DIVERSION STRUCTURE NO. 1= REO'D. SEE DWG. 2-C-2 SEE DETAIL® 10 0 10 20 DRAWING NUMBER 2-C-5 SCALE IN FEET 2-C-4 >mu� NOTE: BURNER DEMO NOTES: BASE COURSE GRAVEL SHALL CONSIST OF A MINIMUM OF 10 INCHES OF SUB-BASE COURSE MATERIAL AND A MINIMUM OF 2 INCHES OF 1. ALL DEMOLITION AND SALVAGE WORK SHALL BE CRUSHED SURFACE BASE COURSE MATERIAL AS SPECIFIED. Lo COORDINATED AND SCHEDULED AS SPECIFIED. THESE �a�c $u V NOTES PROVIDE A BRIEF SUMMARY OF WORK. SEE SAWCUT EXISTING SPECIFICATIONS FOR DETAILED REQUIREMENTS. FULL PAVEMENT WIDTH REMOVE EXISTING BURNER AND (MATCH EXISTING SPECIIFIED (TYP.) wo ACCESSORIES. SEE DEMO NOTES 2. EXISTING EQUIPMENT AND PIPING DRAWINGS ARE FOR DETAILS. `1q NEW HOT MIX ASPHALT FROM 1969 RECORD DRAWINGS. FIELD VERIFY ALL N t} INFORMATION AND MAKE FIELD OBSERVATIONS AND MEASUREMENTS FOR ITEMS NOT SHOWN. DETAILS ON `.• ��a THESE DRAWINGS ARE FOR CONVEYANCE OF GENERAL ` j w&N Z REQUIREMENTS ONLY. BURNER POT, FLAME 'vt MINIMUM �h BAFFLES. PILOT 3. EXISTING FACILITIES ARE SHOWN AS SHADED. o NEW BASE COURSE ASSEMBLY, SUPPL,AND NEW WORK IS SHOWN BOLD. 1 _ EXCAVATION =.,fT P GRAVEL, SEE NOTE. REPAIR - P1LOT PIPE SUPPORT r-'r�"/'-,��-�r-.-.r�r-i-.�..�..�.�� - 4. REMOVE BURNER POT, FLAME BAFFLES, PILOT ASSEMBLY, PEDESTAL ASSEMBLY, BASEPLATE, J-- ✓�-��.��✓.,�\ J m CONCRETE PAD, AND ALL WASTE GAS AND PILOT `-"`-RECOMPACT FF O PIPING ABOVE GRADE AFTER NEW WASTE GAS BURNER ( SUBGRADE IS CONSTRUCTED AND OPERATIONAL. ALL EXISTING \ _ r 414' 'STEEL KDESTAL MATERIALS SHALL BE REMOVED AND DISPOSED OF INSTALLED—' COMPACT TRENCH OFF-SITE AS SPECIFIED. ( GEOFABRIC �—BACKFILL IN AREAS `THROUGHOUT f_l WITH PIPING 5. WELD A PERMANENT CAP ON EXISTING 3• WASTE PAVEMENT SURFACE REPAIR DETAIL ^ r GAS AND 1` PILOT SUPPLY PIPES BELOW GRADE AND / 3 \ � ^ter` � -� � z 3" WASTE GAS BACKFILL OVER PIPES. USE CAUTION WHEN WORKING 111 111 EXIST. 24" A.C. PIPE STUB - WITH GAS PIPING. 1 WITH PIPE CAP & THRUST _ NOT TO SCALE 2-C-� ` BLOCK (NOT SHOWN) , J I'1 T l0 SUF'r_ 6. AREA AROUND EXISTING BURNER CONSISTS Of 2-C-2 REMOVE CAP & THRUST , m BASE PLATE k APPROXIMATELY 300 SQUARE FEET OF ROCK Q�BLOCK - VERIFY I.D. OF 1 LANDSCAPING. REMOVE ROCK LANDSCAPING AND NEW COUPLING l ANCHOR SUIT; REPLACE WITH 6" TOPSOIL AND LAWN GRASS SOD AT , z Y-0` +UIJAAI ELEVATION MATCHING ADJACENT LAWN. ADD A SPRINKLER HEAD OR OTHERWISE MODIFY EXISTING _. LANDSCAPE IRRIGATION SYSTEM TO WATER NEW LAWN f AREA. 7FLEX \ , ��♦� T `1 z - 7. DO NOT DAMAGE, AND LEAVE IN PLACE, THE ` ) EXISTING 4" PVC CLEANOUT ADJACENT TO THE WASTE - '^ GAS BURNER PAD. EXISTING WASTE GAS BURNER .I J _ _ 5 ✓✓ tJ 5�� DEMOLITION DETAIL �� LI N. NOTMAAYE NOTAT EXST. GATE BE WATER GHT.LING CONTRACTOR SHALL MAKE ANY SCALE: 1/2" = 1'-0" 2-C-2 NECESSARY PROVISIONS TODEW MANHOLE NOTES TEMPORARILY SEAL GATE TO2 C 41. WORK ON THE DEWATERING VALVE MANHOLE WILL REQUIRE SPECIAL COORDINATION AND SCHEDULING. THESE NOTES " PI TO PREVENT LEAKAGE. W PROVIDE A BRIEF SUMMARY OF THE WORK. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. s NEW PRIMARY CLARIFIER. SEE O 75 _ 2. CONTRACTOR MUST PERFORM EXPLORATORY EXCAVATION INITIALLY TO FIELD VERIFY EXISTING 12" PIPING LOCATION AND DWG. 2-C-3 AND 2-C-4 FOR ELEVATION BEFORE ORDERING NEW MATERIALS OR PERFORMING ANY OTHER WORK. CONTINUATION O TLL 3. NEW PIPING FROM THE NEW CLARIFIER AND THE MANHOLE AROUND THE EXISTING PIPE MUST BE CONSTRUCTED BEFORE ANY PIPE CUTTING OR FINAL PIPE CONNECTIONS CAN BE MADE. THIS WORK CAN ALSO NOT BE DONE UNTIL THE NEW CLARIFIER IS CONSTRUCTED, TESTED, AND READY FOR OPERATION. SCHEDULE AND COORDINATE THIS WORK AS SPECIFIED. � UPON OWNER APPROVAL, CONTRACTOR SHALL USE THE EXISTING 12" PIPE TO DEWATER EXISTING PRIMARY CLARIFIER NO. 2 DIVERSION STRUCTURE NO. 1 PIPE CONNECTION DETAIL ! 4� DOWN TO APPROXIMATE ELEVATION 4598.88 (INVERT OF 12" PIPE AT CLARIFIER WALL). ONCE DRAINED TO THIS ELEVATION, CONTRACTOR SHALL ONLY HAVE A MAXIMUM OF ONE DAY TO CUT THE EXISTING PIPET INSTALL AND CONNECT THE NEW PIPING, SCALE: 1/2" = 1'-D` 2-C-3 FLANGED COUPLING ADAPTERS, VALVES, AND TEE; AND BEGIN ALLOWING WASTEWATER FLOW INTO THE NEW PRIMARY CLARIFIER. _ - L THE EXISTING CLARIFIER WILL BE LEFT DRAINED FOR OWNER INSPECTION. 2 o o � �-- VALVE FLOOR BOX /� EXIST. CONC. 1 g4 AT 12"o/c, E.W. CENTERED. VALVE ( TYP. OF 21 THRUST BLOCK _ PROVIDE ADDITIONAL REINF. AT MANHOLE LID w/ FRAME �• MANHOLE LID OPENINGS PER AS SPECIFIED CAST INTO EXIST. 12" DA. 45' _ ^1 DETAIL QIN UPPER SLAB ELBOW I.E. 4598.68 _ FINISH GRADE ELEV Z '�� 1 TOP ELEV. 4609.50 4609.0 Z 1- X / EXIST. 72" D.I. DEW PIPE TO DEWATERING rh O ZO DGROUTK AROUND NALLSHRINK PIPE PUMP STATION PENETRATIONS AFTER 12" FLEXIBLE 1 24' DIA. U PLACING MANHOLE - -•, TRANSITION COUPLING 1 OPN'G. L� --- - 0 _ 12` FLANGED COUPLING MANHOLE STEPS AT ELEV.=4611.80 �-� O _I 16"o/c TO BOTTOM OF - vl ADAPTOR, (TYP. OF 3) VALVE OPERATSNGMNLR MANHOLE EXISTING F.G. (LAWN) Q 12' DEW, FOR rE 12" TEE 1 (TYP. OF 2) SEE DWG 2-C-2 CONTINUATION SEE DWG. 1 Z w a � 2-C-3 & 2-C-4 a i a 1 0 o \ STANDARD 84" I.D. Z 3 W w C 12" - V405 (TYP OF 2) 1 DRYPACK NON-SHRINK MANHOLE SECTIONS. F- ~ 1 GROUT AROUND PIPE SEE MPW DWG. d Ut ( FIELD CUT EXISTING PIPE AS) 02722-2 (SIM.) NEW 24` PI (CLDI) REQ'D. TO FIT NEW VALVES ELEV-=4 ~ AND FITTINGS (SEE NOTE 3) / ^, MATCH ELEV. OF 1 _ O 606.86 w 84" ID MANHOLE. LOCATE- w EXISTING PIPING \ __ CENTER OVER PIPING AND \ / `/ L J `NOTCH BOTTOM SECTION AS �`-�� \ / w O REO'D. TO FIT AROUND / PIPING 12" DEW FROM EL.EV.=4604.00 Q m J NEW CLARIFIER i - - - 3- m A.B. INV. ELEV. Z v� � 2-M5 HOOPS Z 4603.88� —�i-i-. � z NEW 24" FLEX. `1 EXST. 24` A.C. PIPE W/ CAP `� Li Q REMOVED CAP AND THRUST BLOCK #5 AT 18`o/c � � TRAN. CPLG. \ & THRUST BLOCK (NOT SHOWN) 1 O w EXISTING 12" D.I. DEW PIPE I-Qj , FROM PRIMARY CLARIFIER J CONNECTED TO EXISTING 24" A.C. PIPE. m N N0. 2 SEE NOTE 2 UNDISTURBED Q O �. ( ) J" EARTH OR S WIDE x 12' DEEP CONC. �. DRAIN GRAVEL �-./✓�.�.��-i_-�.--� 1 m -._/✓✓�✓�./� COMPACTED BELOW MANHOLE SUPPORT BELOW VALVE, DEPTH NTYP OF 2 SUBGRADE AS SHOWN AS SHOW ( . ) I'�1 04 nAS1�01-G4000D-mn t DEW VALVE MANHOLE PLAN DETAIL DEW VALVE MANHOLE SECTION �A !SECTION r l SHEET NUMBER DRAWING NUMBER SCALE: 1/2" z t'-U" 2-C-3 SCALE: 1/2" = 1'-0- - SCALE: 1/2" = I'-0" 2-C-4 2—C-5 �o m9 iz� �s w � z��o No Lol J. W U' 3 OU SLAM LOCK _ -WASTE GAS BURNER SEE RED VINYL REMOVABLE WRENCH > �< 4" 4 FOR MORE DETAILS. - GRIP HANDLE KEY raj (NG PIPING AND CONDUCT AUTOMATIC HOLD-OPEN NOT SHOWN) ARM AND COVER RELEASE Vi DIAMOND PLATE PIPE WALL PENETRATION i ALUM. COVER •'`4 F b33ti _ /4 O 12 D.C.. E.W., ! W/ LINK SEAL PER 15 007 i __ __ __��_ __'-__ __ _ - -_ r CENTERED IN SLAB Vi CHANNEL FRAME 'zw f I II I I I (EXTRUDED ALUM.) oa 4'3' ECCENTRIC REDUCER II 1, FORGED BRASS = _ 4" DG. SEE NOTES _I! _ I" PVC DRAIN PIPE j5j I I i I -1' HINGES w/SST PINS DG SPOOL W/ SUPPORT PSH I AND 2. SEESEE NOTE 1 i ?PER 1551p (TYP OF 2) 2-1 CON 2-C-3 FORCONTINUATION CONC. SLAB / O O t F - r-- �--�-—}-- �. ./ - oi H--- -'i-->E--} ---- ---- I t i Ef- 36' 5p. FLANGE A t I i II b LIFTING MECHANISM _ I VENT, SEEM - o w HOUSING � 7 ES BILCO `LADDER UP" SAFETY POST 4' PR SURE RELIEF ^ ,I a m BOLTED TO STEPS PER MFR. SPECS. VALVE AND FLAME 4'-6 I/2"-V451 I I I - �-�--�I _ ------ I-�-- '� io TRAP ASSEMBLY -�L_--i- I \ i �i MANHOLE STEP GIST INTO WALL AS SPECIFIED. `oz�' z L--F---t- - 4- V456 --- m NOTES: 1. DAYLIGHT DRAIN PIPE TO OUTSIDE -� CORNER REINF. OF STRUCTURE AT INVERT ELEVATION m o FOR TYPICAL WALL MANHOLE STEPS PER 3306 ABOVE FINISH GRADE. REINF. AND SECTION SEE DETAIL 3'-0"EE DIET ACCESS 3'_p• HATCH. SEE DETAIL Q2 OPENING REINF SIDEWALK AROUND SEE e2� - - PER 3305 VAULT NOT SHOWN. z - NOTES: SEE DWG. 2-C-2 1. HEAT TRACE AND INSULATE ALL PIPING IN VAULT AS SPECIFIED. USE INTRINSICALLY ACCESS HATCH DETAIL ° a SAFE HEAT TAPE. _ - - 2. MAINTAIN POSITIVE SLOPE ON 4" DG FROM UPPER LEVEL PLAN �1 scruE 1/2`-'-° 3-SIM-6 i as VAULT TO CONTROL BLDG_ 1/4` PER _ LOWER LEVEL PLAN / 5 1 FOOT (APPROXIMATE) TO ELEVATION SHOWN SCALE: 1/2=7'=0 5 SIM-6 ON DWG. 4-M-5. SCALE: 1/2`=I'T EQUIPMENT SUPPORT PANEL W/ _ ^� WEATHERHOOD BY BURNER MFR. -�4 SCH. 40 PIPE FLANGE W/ RING EL 4623.761 THERMOWELL /STAINLESS STEEL FLANGE AND 1/4" MESH 2%VERIFY W MFR. NOTES: � PIPE PAINT OSHA SST SCREEN AND p14 It THERMOCOUPLE 1. HEAT TRACE AND INSULATE ALL PIPING IN YELLOW W/ SYSTEM MESH NYLON WINDOW VAULT AS SPECIFIED. `_ 8 2 MAINTAIN POSITIVE SLOPE ON 4` DG FROM NO. 5. SCREEN BETWEEN THE VAULT TO CONTROL BLDG.. 1/4" PER I ��J-� RANGES. BOLT TOGETHER O g5 J W/ CALV. STEEL BOLTSrv. FOOT (APPROXIMATE) TO ELEVATION SHOWN THERMOCOUPLE CONDUIT AND HIGH AND NUTS. PAINT FLANGES ❑� a ,p 1" NO PILOT ON DWG. 4-M-5. TENSION LEAD WIRE TO WASTE GAS AND BOLTS SAME AS PIPE. 3. PROVIDE 3" SCHEDULE 40, TYPE 316L FLANGED BURNER BY CONTRACTOR AS REO'U SST SPOOL CAST INTO VAULT SLAB W/ EMBEDDED 8Y MFR- SEE 2` NG PILOT COLLAR CENTERED IN SLAB. COLLAR DIAMETER CONTROL SEE t5605 WASTE GAS PANEL BURNER TO BE 6` MINIMUM, SIMILAR TO 15605 BY SIM ASSEMBLY ^CONDUIT AND WIRING BURNER •i o ;mo FROM WASTE GAS BURNER MFR. POWER SUPPLY AND ALARM CONTROL PANEL N Z CONDUITS BY CONTRACTOR. 1" NG BY CONTRACTOR 1-o THERMOCOUPLE SEE DWG. 1-E-1 SLOPE SE WASTE CAS BURNER. JUNCTION BOX "RIGU- RIS SEE A oCONDUCT AND WIRING BY -CONTRACTOR TO PSH 2-1 NG By <RACTOR EL. AS REO'DMRAS REO'D BY BURNER MFR. TO WASTE GAS TBURNER.AN N AND SLOPE SEE A I I Q REGULATOR PACKAGE FOR TYPICAL TOP SEAB _SEE 1REINFORCEMENT SEE Q N F 1' NG AND 2" NG - FROM VENTURI AND CONDUIT AND WIRING N ZREGULATOR PACKAGE. TO CONTROL PANEL O 2 BY WASTE GAS SELL AS REO'D BY MFR. 6" 2" FUME CHECK NBURNER MFR, -. SLOPE t`NG AND p4 DOWELS O ,0 2-V451— PIPING ANDPIPING ANDU 2'NG TO VENTURIS 17` O.C., TYP. ACCESSORIES ING AND VENTURIS ACCESSORIESVENT DETAIL n4'-0` SIDEWALK . 1 BY CONTRACTORBURNER MFR. BY CONTRACTORSEE DWG. 2-C-2 DRAINS BY MFR. EL. 46t3.00(TYPICAL) NOT To scALE 3 S/M-6ING SHOWN IS5-S/M-6z z u, SLOPE . REFER TO MFR'S J_ i Z INSTRUCTIONS AND DRAWINGS FOR g a s J N ° CONC. STEP NOT SHOWN. ACTUAL INSTAIUTION REQUIREMENTS) � EL. 4611.75 (TYP) T7- I SEE DWG. 2-C-2 MOUNT PANEL TO CONC. PAD W W AS RECOMMENDED BY MFR. Z p 4" PRESSURE RELIEF PSH•• /4 O 12- O.C., HORIZ.. TYP. Of Z i VALVE AND FLAME 2_1 = SEE 15620 FOR SIDEWALK, SEE Q m TRAP AS$6AIBLY- -... - 1/2` DG _ W R 3" DG SPOOL-� 10 IN. 9-�4 Tk8 DWG. 2-C-2. (TW.) (/1 Z PE MF1 r r' �r� rr^ i--i-r-i--�i�,� ~ O p SEE NOTE 3. I SLOPE 1/2`TH(lEAD-O-LET ., LU W 1- 3" OG TEE _ 1 SLOPE I I II I • 1 Q !�w It EL. 4607.75 - • TA j W ° N4 O 6" O.C., VERTS., "- "�= J �4" DG. SEE 2` NC PILOT SUPPLY ` •• ° j CENTERED, TYP. Qj NOTES I h 7 SEE DWG. 2-C-3 © Q FOR CONTINUATION I J..�✓✓J-�'-'�"� �i L DRILLED AND Y �- CONCRETE SLAB W/ Z TAPPED BLIND 04 DOWELS O Io _ 3` ClR t FLANGE x� 6` O.C., I;,1 I J DIMENSIONS OF 2'-0` TOP & BOT. c+ -a DEEP x 6'-0" WIDE IMPORTED OENGINEERED 0 V451 W/ 1`- 3'-0" CENTERED, TYP. 1 �� 6 COMPACTED x 72`THICK STRUCTURAL GRANULAR N Z E �,ELEC. ACTUATED I EL. 4604.75 SUBGRADE °. DRIP TRAP Q FILL, TYP. Q `I O] W _ 1.NOTES TE GAS BURNER MFR. TO PROVIDE CONTROL PANEL, REGULATOR PIPING AND ACCESSORIES, VENTURIS, AND SUPPORT PANEL WITH WEATHER HOOD N AS SPECIFIED, TO BE INSTALLED BY CONTRACTOR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. INSTALL ALL PIPING, CONDUITS, AND j m L 1/2`-V451 W/ t` WIRING BETWEEN MFR. SYSTEMS AND WASTE GAS BURNER AS RECOMMENDED/REOUIRED BY MFR. p4 O 12` O.C.. E.W., Tk6 DRIP TRAP ATED I,LnT PROJECT NO. 6" MW. COMPACTED IMPORTED 2. SUPPORI AlL PIPING AND CONDUIT BY CONNECTING TO EQUIPMENT SUPPORT PANEL PER DETAIL 15500 (SIMILAR), OR AS RECOMMENDED BY MFR. nano}z.o1-o4oD-ont l _ - � ENGINEERED STRUCTURAL He[r NUMBER 4" PVC PIPE SLEEVE GRANULAR FILL MATERIAL I. r TO 1 CU. YD. GRAVEL TO UNDISTURBED EARTH DRAWING NUMWI DRAIN MATERIAL BELOW (ryPIGAL) SECTION n WASTE GAS BURNER CONTROL PANEL DETAIL 2—C-6 SCALE: 1/2'=1'=U" - NOT TO SCALE 0 a_ STEEL COVER AND Al_l- ACCESSORIES --- ---- - - AU P TO BE REMOVED. FOR MORE _ -"- 't' a "" +� M DETAILS, SEE LA \� - \ - i VALVE WYTH EtAM£,ARRF3TER, :'4- ,,A ONNI1 r+1 I rUTiI F. 'ALVE I Z4" MANHQI,E ) 2Q` ANT CHAMBER MN3'` ! PORT WIT14 E ILTED COVER ✓'"� \ a/ MLTEG� t a 3y+ \ Nr ,4R. ! 1 \A EMBLY ,q �O o� REMOVE EXIST. HANDRAIL. STORE AND TO BE REMOVED SEE -.�I, +F t:' A 1 a ¢ \ PROTECT FOR RE-INSTALLATION AFTER w NEW DIGESTER ROOF CONSTRUCTION. SEE DWG. 3-A-4. INSPF.CTIO14 WELL CTYF1 OF 2)� I O y�, SEE AND© - I Y, " EXISTING BOILER FLUE EXHAUST VENTILATOR CJ (SEE NOTE 4) O 5lMF+EE TWE z l' c EXISTING PENTHOUSE TO CONTROL I ;;YSy�uN},F�cFDONDA,RY DIGES7�R B OPENING COVER u PI IILDINr, :1AIRWaY wITH T?111LT UP \ (DIGESTER NO. 2) REMOVE AND REPLACE ROOFING. SEE `� HOLLERS ITYP i,F (NOT ` i DWG. 3-A-4 FOR NEW ROOFING DETAILS. r i REMOVE TO LIMITS REMOVE STEEL COVER E xISIrvG ALUM. HANURAu_ - .'„ - i SHOWN ON DWG. 3-S/M-2 AND ALL ACCESSORIES PERIMETER OF DIGESTFI`,: ANL 81111-DING AREA /\ AI CESr MANHOIl a THE CONTRACTOR SHALL COVER AND PROTECT ALL EXIST. FACILITIES, ESPECIALLY THE EXISTING ELEC. O - o MCC'S IN THE ROOM BELOW THE DIGESTER BUILDING - / p \ m ROOF WHILE THE EXIST. ROOFING IS REMOVED UNTIL °` REMOVE EXIST. HANDRAIL. STORE AND STEEL COVER COMPOSITE SECTION THE NEW ROOFING IS IN PLACE. ;- V 300F OR41N \\ I PROTECT FOR RE-INSTALLATION. (TYP.) NO SCALE a o / (MODIFY PER . - -1 3-S/M-2 TO BE REMOVED, CUT AND REMOVE ALL BUILT UP ROOFING, - \O TE 3 SEAL PIPE AT CONC. INSULATION, AND WALKING PADS (TYP ON BLDG ROOF v O �_ . . F• ,- " E I ;'r' ,_n iNNa3 AND PRIMARY DIGESTER) _-� o \ \ SEE NOTE A ^ ^_ SEE DWG. 3-A-4 FOR NEW REMOVE EXIST. HANDRAIL (•IOTA ANCHOR a BOLTS STORE AND PROTECT FOR I��_ / (TOTAL OF 8 iNo ROOFING DETAILS - j- SEE NOTE 4 REINSTALLATION AFTER NEW EACH GUIDE) M P'S�� ROOF CONSTRUCTION AND -f NEW ROOFING IS COMPLETED. �_ & E„ X \\ SEE DWG. 3-A-4. 4 1 �' 0[LJ g�S SEE NOTE a r O R" - REMOVE EXST. GUIDE SYSTEM £ -®�- REMOVE EXIST. �I + ALUMINIZED 2 A5 COM, FLUSH WITH EXST. WALL A= COATING FROM lrj (TYP 4 PLCS) TO REMAIN. FOR ---- `\ REMOVE ROOF HATCH FOR CONC. LEDGE MODIFICATIIONS --_ \ REPLACEMENT W/ NEW ROOF �e 888 SEE Q (TYP OF 2) �, -�-� `� �.`. HATCH. SEE DWG. 3-A-48 3-S/M-3 LI_Fi 453'.1-' REMOVE EXIST. HANDRAIL STORE AND PROTECT FOR RE-INSTALLATION AFTER d+ O _ I E? liarE NEW ROOFING SYSTEM IS IN PLACE. / 3 EEL M F, L>_. ... Ex 't - �' 0' . _ .. ��.�-, -iCtL MEMSE-.. (DIGESTER NO. 1) UAV I r•-llL tlL_ - - �!� "� iF.4rJ;F Lu r /�- Ll 4` CLAY TILE MASONRY CUT EXST. BOLTS , �ERItAkG YI SEE FOR DEMOUTION DETAILS SEE NOTE / _ FLUSH W WALL.n --- ^-d'- - - - COAT EXPOSED END I m o m o I Y1 3-S/F4-3 �' =' -.' -1' RIGID INSULATION J o AT WALL W/ PAINT SEE NOTE 9 ~� PLAN VIEW SYSTEM N0. 2 (TYP) TO REMAIN. SEE DETAIL (c FOR MODIFICATIONS (TYP FOR 24- AND 30" MH) )--- u / b TO BE MODIFIED. ELEVATION VIEW a SEE DETAIL/ Z 3-S/M-3 �I w 1'1 a / WALL DEMOLITION SECTION 11Bl GUIDE SYSTEM DEMOLITION DETAIL DRIP EDGES FOR DIGESTER SCALE: 1/2 -0" �� o REMOVE ALL METAL __ + `\ �. SING ROOFING SYSTEM ON PRIMARY '=1' U \- •,r DIGESTER N0. 1 AND DIGESTER CONTROL L� REPLACEMENT W/ NEW \ - - , �. SCALE _ BUILDING CONTAINS ASBESTOS. SPECIAL (TYP AROUND OUTSIDE OF SECONDARY DIGESTER N0. 2) MATCS TYP _- - - PRECAUTIONS AND WORK METHODS ARE _ O (TYP) i �r �i i REQUIRED TO MEET ALL APPLICABLE EPA .7 cn " AND OSHA REQUIREMENTS WHEN REMOVED EXISTING MANHOLE COVERS , tr N REMOVE AND REPLACE TYP. OF 2 & RELACE W NEW F- J REMOVING AND DISPOSING OF MATERIALS. ( ) / Z H Z Q WITH NEW UNIT, SEE EQ SEE SPECIFICATIONS FOR MORE DETAILED l GASKET AND %" ALUMINUM BLIND Q Lo O_H- 00 (TYP OF 2) 3-S/M-2 REQUIREMENTS. - f FLANGE CO�+S ��,�-J 1 -j O p N _ REMOVE ALL EXISTING \wJ �� i0 BE REMOVED. SEE DETAIL UPPER LEVEE Ne INSULATION AND SEE NOTE 2 BELOW —NON-SPANKING GAS Tu;H p O " 3-S/M-3 L ROOF DEMOLITION PLAN BUILT UP ROOFING i- . .< AAN11oLf aCCF` HATCH p ON TOP OF ROOF - �� , w U w Q a SCALE: t/8"=t'-0' I SEE NOTE 3 BELOW g puj> N T DIGESTERS DEMOLITION NOTES: I I Z0 m t ALL DEMOLITION AND SALVAGE WORK SHALL BE COORDINATED AND SCHEDULED AS 8. EXISTING EQUIPMENT SHOP DRAWINGS ARE AVAILABLE FROM THE OWNER UPON REQUEST FROM THE a' 1 LLEV- 463'.17 - _ Q U SPECIFIED. THESE NOTES PROVIDE A BRIEF SUMMARY OF WORK. SEE SPECIFICATIONS FOR CONTRACTOR PRIOR TO STARTING DEMOLITION WORK. r� +rl'H -gNCt 1 DETAILED REQUIREMENTS. GUILT-U� G''_i'L-- 1 w CO w/n 9. PROTECT EXISTING CLAY TILE AND RIGID INSULATION. IF DAMAGED BY ANY CONSTRUCTION WORK, -�} SEE NOTE 1 BELOW Q z a. n' 2. EXISTING STRUCTURE, EQUIPMENT, AND PIPING DRAWINGS ARE FROM 1969 AND 1981 REMOVE MASONRY BLOCKS AND INSULATION DOWN TO UNDAMAGED AREA AND REPLACE WITH NEW V ; _ -5' I In� RECORD DRAWINGS. FIELD VERIFY ALL INFORMATION AND MAKE FIELD OBSERVATIONS AND MATERIALS AT NO EXTRA COST TO THE OWNER. I-EX15,TINT i:QNTRGL -1AF_TAI PITC.�--� X Q o MEASUREMENTS FOR ITEMS NOT SHOWN. DETAILS ON THESE DRAWINGS ARE FOR CONVEYANCE >t -1,4 ✓,EY' kr-. POO I OF GENERAL REQUIREMENTS ONLY. 10. EXCAVATE DOWN FROM EXISTING FINISH GRADE AT SIDE ACCESS MANHOLES (TYP 2 PLCS) FOR `A1'1 V1 w d SEE NOTE 4 (TYP) Q CONSTRUCTION OF NEW CONCRETE ACCESS VAULTS. SEE DRAWING 3-S/M-6 FOR NEW VAULTS 3. EXISTING FACILITIES ARE SHOWN AS SHADED, NEW WORK IS SHOWN IN BOLD. DETAILS, F'- _ 3 4. REMOVE OR MODIFY ONLY THOSE FACILITIES SPECIFICALLY SHOWN FOR Z. 11. NOTIFY, AND SCHEDULE, WITH OWNER AS SPECIFIED WHEN READY TO WORK INSIDE EITHER Q o Z E DEMOLITION MODIFICATION. CONTRACTOR SHALL PROTECT ALL OTHER EXISTING EQUIPMENT, DIGESTER. EXISTING SECONDARY DIGESTER (DIGESTER NO. 2) HAS ALREADY BEEN DRAINED BY OWNER RING -l'� STRUCTURES, PIPING, ELECTRICAL, AND MISCELLANEOUS FACILITIES FROM DAMAGE, WHETHER AND IS READY FOR CONTRACTOR TO BEGIN WORK. OWNER WILL DEWATER DIGESTER NO. 1 AT LEAST 1 NOTES: --'�_��'� �"--�-i^i--�i-/'r'�-r'i--�- �-/-/-^ w Q m SPECIFICALLY SHOWN, OR NOT SHOWN_ ANY EXISTING FACILITIES DISTURBED OR DAMAGED BY DOWN TO BOTTOM OF SIDEWALI. REMAINDER OF SLUDGE CONTENTS (UP TO 40,000 GALLONS) SHALL r'�--/-`�^�i--�� t. REMOVE EXISTING BUILT UP ROOFING MATERIALS, INSULATION, METAL WORK, AND LEAD ` N CONSTRUCTION ACTIVITIES AND NOT SCHEDULED FOR DEMOLITION SHALL BE REPAIRED OR BE REMOVED BY CONTRACTOR PRIOR TO DOING WORK IN THIS DIGESTER, LIQUID AND SOLIDS MAY BE / REMOVED EXISTING MANHOLE CWRSI SLEEVE FOR REPLACEMENT WITH NEW MATERIALS AS SPECIFIED 1\ CO �I REPLACED AT NO ADDITIONAL COST TO THE OWNER. DISPOSED OF ON OWNER'S PROPERTY TO THE WEST OF THE MAIN PLANT SITE WHERE DIRECTED BY ` (TYP. OF 2) & RELACE W/ NEW \ 2. EXISTING STEEL FLOOR PIPES AND FLANGES REMAIN IN PLACE. ABRASIVE BLAST AND I O i 5. SALVAGE EXISTING MIXER 7.5 HP MOTORS AND ANY OTHER ITEMS AS SPECIFIED, AND OWNER. CONTRACTOR SHALL ALSO CLEAN BOTH DIGESTERS WITH A HIGH PRESSURE WASH AS GASKET AND %- ALUMINUM BLIND / PAINT ALL INTERIOR SURFACES PER SYSTEM NO- 2 (BASE BID) OR SYSTEM NO. 16 ` m . NECESSARY TQ COMPLETE WORK. THIS WATER AND ANY SOLIDS MAY ALSO BE DISPOSED OF AT THE FLANGE COVERS. (ALTERNATE BID), AND EXTERIOR PER SYSTEM NO. 5 AS SPECIFIED BEFORE PLACING DELIVER TO THE OWNER o WWTP LAND APPLICATION SITE. SEE SPECIFICATIONS FOR MORE DETAILS. -�-�✓_i J--i - NEW ROOTING AND ACCESSORIES. PROJECT N0. ^� 6. ALL ITEMS NOT SPECIFIED TO BE SALVAGED SUCH AS BUILDING AND DIGESTER ROOFING 12. EXISTING SLUDGE PIPING IS DUCTILE IRON AND EXISTING TYPE A. B, AND C SUPPORTS ARE 3. REMOVE AND REPLACE ALL NUTS, BOLTS, AND WASHERS WITH NEW 316 SST NUTS, BOLTS, oen Dal ot-oeoD-Ont o, MATERIALS, SECONDARY DIGESTER STEEL COVER AND ACCESSORIES, CONCRETE, MIXER CONSTRUCTED OF EITHER 4" O.D. STEEL PIPE MEMBERS OR 4'x4' STEEL ANGLES BOLTED TO THE AND WASHERS, FUSION BONDED EPDXY COATED PER SYSTEM N0. 29. (QUANTITY IS APPROX. SHEET NUMBER COMPONENTS AND DRAFT TUBES, PIPING, VALVES, ETC- SHALL DE REMOVED AND DISPOSED OF CONCRETE FLOOR. ALL D.I. PIPING AND SUPPORTS ARE COATED, PROBABLY WITH A COAL TAR EPDXY. WALL DEMOLITION SECTION ` 28 O FOR 24" MANHOLE AND 36 O FOR 30- MANHOLE) is OFF-SITE AS SPECIFIED. ,-_/-��--/- -� J _ CONTRACTOR SHALL ABRASIVE BLAST ALL D.I.D1 SLUDGE PIPING AND ALL STEEL SUPPORT MEMBERS, BASE DRAWING NUMBER 7. CONTRACTOR MUST FIELD VERIFY ALL EXISTING FACILITY DIMENSIONS, ELEVATIONS, AND PLATES, STRAPS, BOLTS, ETC. IN BOTH DIGESTERS AS SPECIFIED IN SECTION 09900 TO REMOVE OLD SCALE: 1/2'-1'-0" MANHOLE DEMOLITION/MODIFICATIONS DETAIL r2"\ I SIMILAR INFORMATION BEFORE ORDERING OR FABRICATING NEW EQUIPMENT, PIPING, AND COATINGS. CONTRACTOR SHALL RECOAT ALL PIPING AND SUPPORT COMPONENTS PER SYSTEM NO. 2 j ACCESSORIES. SEE DRAWING ORDER THRU 3ABRICA10 FOR NEW FACILITIES DETAILS. (BASE BID) OR SYSTEM NO. 16 (ALTERNATE BID) AS SPECIFIED IN SECTION 09900. CONTRACTOR MAY (TYP AT SECONDARY DIGESTER NO. 2/CONTROL BLDG. WALL) NO SCALE e)—S/M— 1 REFER TO 1981 RECORD DRAWINGS FOR MORE DETAILS ON PIPING AND SUPPORTS. �� aPSUkL 'aACIJ LrJ `.c L[F FOR MODIFICATIONS AND WITH FLAME ARRESTOF ''<m REMOVED ALL EXIST. 4' PIPE DEMOLITION SEE " 9LINU RANGE SEE NOTE 10, DWG. 3-S/M-1 & SUPPORTS ON 4" PVC _ ��zo �z w GAS PIPE, (TYP).V 3-S M-3 GIPREMOVED EXIST. PVC n Pi o EXISTING STEEL COVER TO .�.� 4 L COLLAR BE REMOVED. FOR MORE5 �- LINER & GROUTED 1�� SURF�C DETAILS. SEE —^A; i'IFF r/0us1NT: � \\Y' 3 S M-1 PIPE BRACKET VAN'Aa' L "RESSUNE VACUUM RELIEF SAMPLL WEI L / RAME 4RRESTOR --- cELL.. 4630 50 ; (DIGESTER NO. 2) MANHOLE -+�} SAMPLE MAX. LIQUID LEVEL = 4629.5 N EXISTING CLING M11 WELL CORBEL STEEL - - �- UOUIp } m n r.=PER SUpn(Irv. PIPE— ELEti'. a628A TO BE REMOVED. �.1Ff SUP�LIRT•- XI-TINT; PRIM AP 1 t TER SEE� -� ---- / m UxI ING _SECONDARY APPROX. ELEV ` a rn DIGESTER = 4s2u.5o INSTALL 0 NEW _4 r„- SCH. 40 S.S. 4" 1 EXISTING GRADE _ TO BE REMOVED (PVC PIPE TO REMAIN) ` __ J iQ REMOVE ALL 4" DIGESTER GAS (DG) \ \DIGESTER GAS PIPE VARIES. SEE J}, / DWG. 2-C-2 0 L TO BE REMOVED. PIPING INSIDE DIGESTER i �1 0 _ SEE DEMO NOTE _ (-EXTENDED BtRANS� \ 11, DWG. 3-S/M-1 SEEQ - UPPER CONTROL /) `' A-FRAME J Q 9-- BUILDING BOOR 1 1 O._O- `SUPPOR J _.1.. I- _ i o IUDGE ELEV. m 4811Q )SEEDEMO NOTE 12 '� r' RAW i I' 6' `L 1 ` DWG. 3-S/M-1 _ Tr:FP:J u \ z now PAW Cllf0r,'�" - TYPE 'G i I UPPURT L�1.� DRAW - - �� - - I 6" RECIRCULAT W ,) - - , - - -- - SLUDGE DRAWOFF �4n T F � - f E "C" 1 - S PIPING IN DIGESTER �� II �l �'l�nE�OkT __. �-TYPE "A" SUPPORTS CONTROL BUILDING �, -6' RECIRCULATED ELEV. e 1 U - = .Uz..I NOT SHOWN. SEE pRAwUF� - �' -_ 8' DIGESTED i fl8 Y� LC VJFP COn1i'R'r� e F,' DI GESTEU SLUUt:; _ _ SLUDGE DRAWOFF Q w g��If GROUP 4 DRAWINGS. �/7 y / REMOVED 4' DG PIPE TO 4"x3" ) 9' SLUDGE .LJ DKAWOFT 6' DIGESTED 1 5 �_ SLUDi;E ORAW01' COUPLING NEAR DIGESTER WALL. \ �_ TRANSFER Qr' SEE DEMO NOTE 12. - = 4;95.2i �-CONC PIPE LEFT 3" PIPE THRU WALL IN PLACE - '_� _ y W; _ SEE DEMO NOTE 12, (.�' DWG. 3-S/M-1 l!TYP ANCH(l, Al FOR CONNECTION TO NEW PIPE. CONC T -�r� INSTALLED NEW 3" & 4' ECCENTRIC) — �' - DWG. 3-S/M-1 (TYP) PIPING IN DIGESTER (REMOVED APPROX. 8'-0" OFCONTROL (S.S. REDUCER ANCHC�i- / ..,,�^ -.\ NOT SHOWN. SEE ��-EXIST. 6✓DRAWOFF/PIPE/)I ceouP a DRAwINcs. /J DI STER COMPOSITE PIPING SECTION D �EMOVED APPROX. 8'-0' OF APPROX. 20' DIA AREA OF CONSTRUCTION / J' EXIST. PIPE & INSTALLED NEW JOINTS. EPDXY INJECT ALL JOINTS TO ELIMINAT SCALE: 3{e = 1'-0" - PIP`SUPPORT & PIPE RESTRAINTLEAKAGE AS SPECIFIED IN SECTION 03300. - r wFL'-r=dQNPRi n>f --EXPLOSKM.'kb'., AINCT;C11. R d• DRIVE MOTOR "- OVERFLOW `�� u.i. L•: r ic-.r?: 11 m o i�LL L.JNIHOt --. ` nw"f -6EI T GUAP_ LE n =o \ TOP yr U1XEF aP"rPi FLAME 5_ PAW - SAWCUT AND REMOVE EACH m o N' 't pGE \ `L I)UC` EXISTING 8" WIDE CONC. SUPPORT CORBEL FLUSH WITH DIGESTER a w SAWCUT & REMOVE UPPER 6" OF 2'-2" CURB IS APPROX. 4'-3" I.D. SAWCUT WALL o m o BY 3'-3' CONC. & REMOVE UPPER 6" OF CURB ALL MOTOR SUPPORT I AROUND. PROTECT REMAINDER OF Q PAD I EXISTING CONC. SUPPORT CURB FOR - - - Z USE WITH NEW MIXERS. V) REINFORCING FROM WALL INTO CORBEL NOT Z Z KNOWN. REMOVE EXPOSED REINFORCING O O SEE DEMO NOTE 12, BARS 1 MINIMUM BACK INTO EXIST. CONC. '�. -1 I _, " Q 0 DWG. 3-S/M-1 (TYP) _ -b� SURFACE AND PATCH W/ REPAIR MORTAR O ,� AS SPECIFIED TO PROVIDE PROPER COVER. I Av". O V) V) REMOVE BRACES & CUT ANCHOR J g (DIGESTER NO. 1) BOLTS. REMOVE BOLTS 1J4' Z - 0' UTA MINIMUM BACK INTO EXIST. Q w w ORAr^_ CONC. SURFACE AND PATCH W/ d C9 E.iBE REPAIR MORTAR AS SPECIFIED 41 0 O p REMOVE EXISTING MIXER'S TO PROVIDE PROPER COVER. w U w Q Il DRIVE MOTOR, BELT GUARD, SUPPORT FRAME, m m o N 1 1 HOUSING, SHAFT, O 1 l PROPELLER, DRAFT TUBE, CORBEL DEMOLITION DETAIL �� a w Z E , SEE DEMO NOTE BRACES, CONC. SUPPORT, Q> O ,r 11. DWG. 3-S/M-1_, AND OTHER ACCESSORIES. SCALE �" = 1'-D" - F- a J v SEE DEMOLITION NOTES w ON DWG. 3-S/M-1 w U w V) a \ Q ? X / 14 a w m � Z °m Lj Q N M TO BE REMOVED FOR w REPLACEMENT WITH NEW UNITS, Inw a SEE O(TYP. OF 2) - 'EXISi;y•- _ o O SAWCUT & REMOVE AT DIGESTER FLOOR LEVEL. m } REMOVE EXPOSED REINFORCING BARS 11§" MINIMUM PROJECT NO. BACK REPAIRNMORTAR TO TAS OSPECIFIEDFTOE PROVIDE AND TPROPER 0417 032.01-0400-01 t 1 COVER. SHEET NUMBER SEE NOTE 10, DWG. 3-s/M-1 MIXER DEMOLITION SECTION 4 LOWER LEVEL DEMOLITION PLAN DRAWM0 NUMBER SCALE- No" = 1'-0" SCALE: )fs = V-O' 3-s/M-1 3-S/M-2 ;O m0 REMOVE UPPER BLIND FLANGE, VALVE, FUME ARRESTOR, AND \\ �: - VALVL ASSLNIBLI PRESSURE/VACUUM VALVE. Al50 \ /- cS6 REMOVE ALL NUTS, BOLTS, AND —FLAME ARRESTOR io� S WASHERS. 1 1 '/ _ ASSEMBL, T�T—,` UJ So _ l-4- VALVE Jr /� WIND FLANGE WITH _ ADAPTOR 10 4" PIPING N3 REMOVE AND ' 3 i ' 12 OM. GAS COLLECTION DISPOSE OF -- FLOOR PIPE m I EXISTING CONCRETE SoN a EXISTING FLOOR PIPE WITH FLANGE AND METAL BAND BOLTED ON BRACKET SUPPORT TO REMAIN. ABRASIVE /METAL HOOD" / BLAST AND PAINT ALL INTERIOR SURFACES __ - SEE NOS T 6ELOMI PER SYSTEM NO. 2 (BASE BID) OR SYSTEM NO. 16 (ALTERNATE BID) AND EXTERIOR r SAWCUT PER SYSTEM NO. 5 AS SPECIFIED BEFORE ,-BUILT UP ROOF PLACING NEW ROOFING AND ACCESSORIES. �INSULATION \ yr L _ A I 0 J NOTES: m o`4" I 1. REMOVE EXISTING BUILT-UP ROOFING MATERIALS, INSULATION, METAL WORK, AND LEAD SLEEVE. REPLACE WITH NEW SINGLE PLY MEMBRANE AND TERMINATION BARS MATERIALS AS SPECIFIED. ROOFING DETAIL SIMILAR TO 2 i 3-S/M-1 GAS COLLECTION ASSEMBLY AND PIPING - - DEMOLITION AND MODIFICATIONS (11 SCALE: I"=1'-O" 3-S/M-1, 3-S/M-2 t NUN iPAkKING GAS T1GH //�SEE NOTE 2 BELOW -1 ;i-fi' SAMPLE WELL (YF RI �j %//p/ PIPE ANU 'Poi_ �' E %/ ,-METAL BAND BOI.ILL, SEE NOTE 3 BELOW . ' METAL HOOD SEE NOTE 2 BELOW SEE NOTE I BELOW. DIGESTER NO. 1 SLUDGE CONTROL�TRANSFER BOX DEMOLITION PLAN �1 .s SCALE 1/2 =1'-G" 3-S/M-1 5s� I No /QIOVEDEM E%IS71NC PIPES 1(& REPLACED W/ SCH. 40 S.S. PIPE SEE �p� G" STEEL PLATES -(2) 2'-0"x 2'-6- STEEL PLATES, Qi 3-S M- ��REMOVE NANO DISPOSE OF EXISTING PLATE` ---- ItI.--. - REMOVE AND REMOVE AND DISPOST OF EXISTING PLATES. `�'-��J✓ 3 NOTES: I DISPOSE OF - -----_-___ EXISTING CONCRETE REMOVE AND DISPOSE _ OF EXISTING CONCRETE 1. REMOVE EXISTING BUILT-UP ROOFING MATERIALS, INSULATION, MEFAL WORK, AND LEAD SLEEVE. REP CE WITH NEW -4634 I REMOVE AND DISPOSE SINGLE PLY MEMBRANE AND TERMINATION BARS MATERIALS AS SPECIFIED. ROOFING DETAIL SIMILAR TO (. OF EXISTING CONCRETE 3-S/M-1 SAWCUT } REMOVE AND -V DISPOSE OF 2. EXISTING SAMPLE WELL COVERS, STEEL FLOOR PIPE, AND STEEL PIPE SPOOL TO REMAIN IN PLACE. ABRASIVE BLAST EXISTING CONCRETE INSULATIONL EXISTING B1 a Q m$ ' TRiMOVE ALL [XISTING BI::ii AND PAINT ALL INTERIOR SURFACES PER SYSTEM NO. 2 (BASE BID) OR SYSTEM NO. 16 (ALTERNATE BID), AND EXTERIOR - - - _ ROOFING AND INSULATION (Trr $AWCUT PER SYSTEM NO. 5 AS SPECIFIED BEFORE PLACING NEW ROOFING AND ACCESSORIES. - — - _= SAW SAWCUT z - - 3. REMOVE AND REPLACE ALL NUTS, BOLTS AND WASHERS WITH NEW FUSION BONDED EPDXY COATED 316 SST NUTS, _ Z ~ BOLTS AND WASHERS (QUANTITY IS APPROX. 12� 031" FOR LOWER FLANGE AND 8 " FOR UPPER FLANGE. FIELD VERIFY). -r -- O Z- � O SAMPLE WELL DEMOLITION AND MODIFICATIONS �� _` `=48Co TS.. SCALE- 1"=1'-O" 3-S/M-1 ��--.-.-..-..- -- --=1-Ev=.1e2S �I o PVC N a RA5 n- lnw. LC SEE NOTE 2 BELOW ��^ REMOVED EXIST. PVC 1 `CLIEANED TO SOUND OUIND , ~ l % LINER Ec ABRASIVE l REMOVED EXIST. PVC W P-- -HEX HEAD CAP -1.FF DETAIL - CLEAN D TO SOUND Q to w 1ISCREWS 1 (REMOVED APPRO%. l CLEANED TO SOUND ��'' CJ�� / � w w 61 1 ` CON REFE �Q �ONCRETE /.\ o GLASS CLAMP \ Q` 2'-0" OF EXIST. 1 `--S�J`/J✓ 1 /' _ ! - Z THK. I�" LD�: CONC. FILLET\ REMOVED APPROX. 2'-0 � Q g O.G. SOFT RUBBER L.a-; I `��`��'-� �� `OFIEXIST. CONIC. FILLET) Z U EXISTNG ''-� In z PRIMARY -.�— O O_ SEE NOTE 1 BELOW. UICESTERA I I - - 1 L 1 I I w w \� F- NC I SAFETY ,LASS I.` 1h.r 1-U• O.L ZN 1� CALV.E REMOVED 1 Q Irt FLANGE I I I ` STL SAMPLE (TYP. 1 w Z FAn SLEEVE W Q.� 3 PLACES)J �1 Z O SEE NOTE 3 BELOW I I -8" OVERFLOW 1 -�.�-��-� V. + i C I I r TO LIR STATION ) ` w Lo O - -6" LEVEL CONTROL OVC a Li 12 7- 3 NOTES 1 \`-E" OVERFLOW TJ LIFT51ATICM Q � E I'S E 4-M-1I y ` E z 1. REMOVE EXISTING BUILT-UP ROOFING MATERIALS, INSULATION, METAL WORK, AND LEAD SLEEVE. REPLACE WITH NEW SINGLE ` FOR DEMO/ w Q r '�-6' SLUDGE TRANSFER PLY MEMBRANE AND TERMINATION BARS MATERIALS AS SPECIFIED. ROOFING DETAIL SIMILAR TO ^' 0. 1 - Iv m 3-S/M-1 J,.� _ - 10 SECONDARY gICESTEP m N O 0 2. ABRASIVE BLAST SITE GLASS STEEL INSERT AND COVER PLATE AND PAINT ALL INTERIOR SURFACES PER SYSTEM NO. 2 (BASE `-8- PRIMARY DIGESTER III BID) OR SYSTEM NO. 16 (ALTERNATE BID), AND EXTERIOR PER SYSTEM NO. 5 AS SPECIFIED BEFORE PLACING NEW ROOFING AND SLUDGE TPANSFLT+/SAMPLE o PROJECT NO ACCESSORIES. 0417 032.01-040o-o l n o ( 3. REMOVE EXISTING SCREWS, CLAMP, GASKET AND GLASS. REPLACED EXISTING GLASS INSERT. INSTALLED A NEW GASKET AND SHEET 1NUMBER I- ` 5 NEW 316 SST SCREWS, (TYP. OF 4 PLACES). J 1 a v.JJ��/_/J,./✓.J ✓J�I�../�J�J.��..J JJ J�JJJ.J'J J-i.�..i��J SITTEE GLL ASS DEMOLITION SECTION �n1 DEMOLITION SECTION �B1 DRAWING NUMBER DEMOLITION AND MODIFICATIONS r3 r 1 SCALE: 1/z= -O - SCALE: 1/2"=1'-O" - SCALE: 1'-I'-O" 3-S/M-1 3-S/M-3 Woo � J z Tmi'_a N. �� 0 s �UttU 0UUU > wo70 �Q NEW SLOPED CONCRETE COVER AT EXISTING A °A Qaa 4 da dA DIGESTER NO. 2 a° EXISTING DIGESTER 1` 4 New MnFP 44 a d 4° REFER TO 3-M-0 FOR PLAN / NO. 2 'nnmluaa° 4 °4d°°4q.IX 4q°4 4 4 EXIjTING FLAN DRAM, / t - NEW CONC, DOME ROOF STRUGIURE 4/A q q a Qa°ppQd°�da 4Q d° RE-INGTAIJiD ON ',LA _ -_ THIS PRO.!EOT. w ,1-M-B 410 P G C'Q a d °4 44°4 ° ° 3 4,4 1n a R�JOF. SLE UWG. S A do f4 q44,p a �4 a °a d - z EXISTING 8" SLUDGE 4° ^4 a d 4 4 C q°4°4 _t1 4 44 q d 4a 4 4 ] f OVERFLOW/VENT TO 4e I \ 4 O• d 4 °4 p 4 da �A •n T i�� - PIPING IN CONTROL- _ R21- ° 4 d 4 a p 4 a \ !Q, ) - - I i R21 -0" BUILDING BELOW \ p a CONC' WALL °'? °°d q°°d 44°4 4 ry`41 i_i1 I CONC. WALL - I Q l °ld q GAS COLLIE ti °°d 444 4 49�a d d�4- .t-M-H It i °Iq ASSEMBLY. SEE r 4' 4 °4 °a a p d [.1" MANHOLE - \ 1 \ _ / INSULATION CR1fRE' 3-M-B q°°a° 4 .44° a ,.ly / AND WOOD CURB AROUND �p V Jy(ts 461d A 4 4 d A°d q°°4 4°ate° ,''q ( ^SG \\ 7. 4 SLUDGE CONTROL 60% ol SEE 2/3-A-48 EXISTING BOILER NOOF PENTRATION C'f`Jyl, 4 4Q a 4.��p 4 4 4 4 494 SIGHT GLASSY V -- O„y C 4A 4\ -1 (TYP OF i). 3 SIM-It, PIS& CRICKET �------I / ,- ^�'� G � M NEW ROOF DRAINS 4° d° .rS > d / q44 ' q 644 <1 qdp°46 4 .a y � - IIfW M..EF 7 Lei I I � d € EXISTING SLAB OVER STAIR NEW MEMBRANE RCOi rn d ° ° 4 T - °dq dC, :� ° 4 Iq 4<f4 'lP0 zw IT y 4 d as ga d 4 a dad daa - - Y�Na 4°q dd q ° 6 a ALUMINUM LHECKLF, F'IATF [:OVFR 8 NEw MIXER �°d d 4 4q 4 ^ 4a a,Ad�.4 4 4 4 4° S A 4PHi/ip SLUDGF LEVEL' LOW v ` F r uM TRUL Hr�; - _ -- '`� � fL 4 4°°a q 4.4 4 4, °d °a A ( REFER Tn ;833 SHEET A D 6 1 _ [ s a 4 4,yl y}�4Aa Q n 44 4 dp d 4y p tea° a4p ° 4 d41 SEXISTINF, - "`•74 V n 4 q q q a U 4 a p 4 RFveR ', 1 - \ `gyp d /^4 q °4 q°a °d q 4q b d 4®� d 74 ql O MJ IF MANFDJAMCTER f� .�1 Lt d 4 d q 4 0 ] 4A q 4 d4 4 44 4'd 4p S XPHO ] \ CONTROL BUILOIN - O -- WSUL CRICKET 9w �._ NEW ROOF DRAINS SEE ® AND NOTE d']�4d4a ]d4a°dq 4]dgdd 4/4-0°a443A 4A OEF n,A� ROOF - _ _ - 3-A_49 O 4 4 a°4,4a°q G°°,.d °d q°4 d 44 4`�]J NEW ROOF HAI.. a ° 4 °° n°d "4 °A q° ° CONTROL BUILDING ROOF - EXISTING CONCRETE ROOF SLAB TO REMAIN 44/4 44d d q° 4 4°a 44°4 q°p 4 4°d q4a a°4°4 °4 4d \ S PHOTO SLOPE TAPERED POLY-ISO INSUL. FROM EDGE OF PARAPET TO /M-3 p a`,♦4 4 d°a 4°a 44°4 4 da 4 44 ad ,; ° °° 4A°°�4A •\ 3 A 4a _ UFI�N ACCESS I° �4 Q Qa a°a q Qa p d as°pp,,J�Ay M81 coEEDLFv+SH 1 f° ma4 d1 FOR 50JIDGE CONTROI.!TRANSFEk - - ROOF DRAINSY TO PROVIDE POSITIVE DRAINAGE 4 °4 a °4 4 4`_ BOX MODIFICATIONS, SEE 2 O d d 4-�q-d q,°4 q 4d a 4 a4' d SUPVORTRE CR DMEMBRANE MFGR d q,pda' 3-S M U w ° 44 4 A �- d 4 d ° p 4 �CONC. 4 a)°°d° a 3-S�6 CO w �6 4�d4 4 44 4 4q 4 4 4d 4 q 4 O A 1700F6 R28 2 °41h°I (� - O N ROOF R?8'-2" I 3 P Q �. o W. 1,Lry,,' 4° I°'•3 i1°4 `3° 4 3-S M-5da 44 4 44 ° 3 SIM-G �a i Q \-41n°°°4 4 a°°d as°i°aq°�4° old°a°°a a°4/4, 4 4 4 a, �4"d 44°d°°4 4 q°�Oa°°4a a 4 G° \a 4 4 24" DIAMETER MANHOLE Q 1r1 4� 4.4 °d a°•]a°°A° °p° d d4°A°°°a �4°• - - SHADED AREA z 4 q4 q dq d4Qd q 4 4 q d4. d/4 - - - 1- 4 ° ] °4 n °° °° ] ° DENOTES TAPERED POLY-ISO INSUL. Al CHANGE ¢ aa/q, 4 a °°A p 4 d a g 4 4 a/q OF SLOPE FROM DOME TO FLAT SURFACE Z ' °q a pi' 4a q 4e O ° A� 4 \ 'REMOVE EXIST. 1•ANDRArI. - - _ J O q 4\ p q d 4 4 ° 4, d d 0 NOTE. TAPERED POLY INSUL. BASE LAYER FU 4,.a4°d°°°4 1 O n q°°d q°A q° HE-INSTALL W/NEW INSUL I \ PROVIDE A UNIFORM TRANSITION OF ROOF q 4 4 a a _ O SLOPES FOR MEMBRANE W DRAINAGE:SEE d d°4 q °44 4 44°4 q°d 4 ° & MEMBRANE -� X� / DETAILS 4 b•4 64 4 4d 6,°4 4 4 4 q 4 a4,6 4° 3(A A 4 °°° Li °d �.�`• °°A Q°'� 4°a°��4 Q Q4"4,d4°4i y..p -I •�•v Z a S 4 a [� GENERAL NOTES �o_ T!LW MIXER / 1 3-S M-7 < I WALKING PAD ROLLS CC Q EXISTING DIGESTER N0 1 COORDINATE FINAL LAYOUT WITH ALL MECHANICAL EQUIPMENT F v LEGEND U4 ROOFING AND INSU .LATION MATERIAL'_,, AND PLUMBING PENETRATIONS ON THE ROOF - INSTALL AS DIRECTED BY PROJECT ENGINEER Q Li EXISTING CONE DOME AT —� EXISTING CONCRETE DOME TO COORDINATL WAAL LOCATION OF ROOF MCUN'EE FOUIPMFNT (MCCH;! EL--,,; w.7H ROOF JHA114ACE Li EXISTING DIGESTER NO, 1 4 DENOTFS AREAS OF NEW SINGLE PLY ROOFING - �PEL, 07'.,3L1 REMAIN AT DIGESiOR N0. 1 F- g O 3. UBC 1997 ADDITION 1508.3 OVERFLOW DRAINS N REFER TO 3-S/M-5 FOR PLAN OVERFLOW DRAINS HAVING THE SAME SIZE AS THE ROOF DRAINS SHALL BE INSTALLED WITH THE INLET FLOW I INL Q 0 DENOTES AREAS OF NEW POLY-ISO INSULATION OVER LOCATED 2'ABOVE THE LOW POINT OF THE ROOF 3 TAPERED POLY-ISO INSULATION - SPEC. 07220 LOW POINT OF THE ADJACENT ROOF AND HAVING A MINIMUM OPENING HEIGHT OF 4•. OVERFLOW DRAINS SHALL BE Z CONNECTED TO DRAIN ONES INDEPENDENT FROM THE ROOF DRAIN LINES, ¢ ly+l µJ DENOTES AREAS OF NEW POLfI$0 INSULATION R=16 - -,PFC T1727t1 4 MECHANICAL FENEIRA)ION5 SHOWN ARE FOR REFENLNCE ONL/. THIS DRAWING MAY NOT INCLUDE A'_E PENETRATIONS OR m LL11.111_l_1JJ EXACT LOCATIONS. COORDINATE di VERIFY WITH MECHANICAL DRAWINGS W N z D EXISTING ROOFING MATERIAL$AND COATINGS ARE TO BE REMOVED TO A SUITABLE SUBSTRATE FOR NEW BITUMEN CO M5 MOISTURE BARRIER AND INSULATION ARACHMENT SEE DIVISION 2 - SNEWORK, SECTION 02021). DEMOLTION AND SALVAOF l,J ROOF PLAN INSULATION PLAN AhL _'I:- MOISTURE PROTECTION SECTION 07220, PART , ITEM 301 O EXISTING CONTROL BUILDING AND DIGESTERS # 1 & #2 EXISTING CONTROL BUILDING AND DIGESTERS # 1 & # 2 REFERENCE PROJECT NO / NORTH 4013-64-01 J-~- SHEET NUMBER 16 DRAWING NUMBER 3—A-4 EXIST. MASONRY WALL & m CONT. BEAD OF ALL PURPOSE SEALANT TERMINATION BAR(COW.) ��4 � BY MEMBRANE MFGR. SINGLE PLY MEMBRANE BAR h FASTENERS TO BE WRAP DRIP EDGE PER MFGR. a wu o0 APPRV'D BY MEMBRANE MFGR. FASTEN O 6-O.C. W/FASTENERS HOT AIR WELD BY MEMBRANE h DRIP EDGE MFGR. BONDING ADHESIVE EAM CAULK rw� FULL HT.(CLEAN WALL TO ALL PURPOSE m _ PROVIDE ACCEPTABLE SUBSTRATE) SEALANT SINGLE PLY MEMBRANE 1 3/4' ",�Ilu1O1 ro / MIN. FULLY ADHERED / HOT AIR WELD SEAM CAULKING SINGLE PLY MEMBRANE��/; `� •• ice''' SINGLE PLY MEMBRANE DRAIN BARS —• `- { ,i EDGE � BY MEMBRANEMFGR - 3"0 INSUL. PLATE (BY MEMBRANE/ EXIST.CONC. SLAB R=10 RIGID INSUL �''ti�6>"•,.. MFGR. FASTENERS (SCREW TYPE) CONT. CLEAT POLY ISO CLOSED CELL O 12 O/C. PENETRATE INTO FASTENED 1,- W/ FELT FACERS SET W/ _ - Ipppp1ll�\ CONIC. DECK MIN. 1-1/4 (POINTED 12"O.C. EMBED I BITUMEN ON ROOF OVER _ SCREW TYPE) COATED, #14 X 10 MIN, 1-1/2" CONTROL BUILDING OR 1"MIN, EMBEDMENT TREATED WOOD NAILER, SEE 3-A-4C USING COATED CD-10 FASTENERS 2 LAYERS OF TREATED 3/4"PLYWOOD k' (JPS, OR APPRV'D ED.) ATTACH TO CONCRETE DECK W/ PE RAILING VERTS.SPACED O 6'O/C S STAGGERED FASTENERS, EACH PROVIDING INSTALLED ON DIGESTER#1 AND#2 REMOVE. PROVIDE TUBE SECTION AS \ I100/OF WITHDRAWAL FORCE SPACE O TWO LAYERS OF 3/4'WOOD FIBER BOARD DETAILED AND RE-INSULL RAILING OVER z EXIST. CONIC. SLAB 12"O/C O PERIMETER k O 6"O/C SET WITH BITUMEN, SEE 3-A-4C FOR NEW SINGLE PLY MEMBRANE. 0 INSULATION AS SPEC'D WITHIN 8 OF OUTSIDE CORNERS CONTINUATION 3-A-4A u - PLATE!FASTENER 0 INTO DECK E X I S T L N G "ASH'N6 MODIFICATION WALL FLASHING DETAIL n METAL DRIP EDGE 3-A-4A 1/2-_ ,_D. 3-A-4 , _ ,'_D 3-A-46 BASE DETAIL ® RAILING n EXISTING FLASHING nsg 3-A-4B <$ � 3—A-4C No sr,Alt 4A NO SCALE EXISTING ROOF MOUNTED MODIFICATION PENTHOUSE ® - OAS �xg EXISTING BOILER BLOWERS (2) REFER TO REFER TO 3-S/M-6 SECTION 3-A-4B v J M 'fry FLUE TO REMAIN 3-S/M-1 � E S,S z K NEW 10 CON DOME CESTOR y2 M07OR CONTROL CENTER O ggLL • `� PROJECT.DURING ROOFING REVIEW W/OWNER SREPRESENTATNE w ••R PRIOR TO COMMENCING WORK 3 ;; I--1 3-A-4B o r REPLACE EXISTING 3-A-4B _ ROOF HATCH., ROOF HATCH TO BE REPLACED I FLASHING Q Q V. o E X I S T I N G E X I S T I N G REFER TO o EXISTING PENTHOUSE 3—A-4A 3—A-4C EXIST. ELEC. CONTROL CENTER � ' = o 0 CONTROL BLDG ROOF SLUDGE CONTROL BOX 3-A-4B NO SCALE 3 A 4A NO SCALE 3 A;A < 5 m�n n NO SCALE 3-A-4A NO SCALE 3-A-4A PHOTO DETAILS 3 THRU 10 ARE PROVIDED FOR GENERAL CONTRACTOR REFERENCE ONLY AND ARE NOT INTENDED TO DOCUMENT ALL CONDITIONS AND 7- AREAS OF WORK. PORTIONS OF THIS WORK ARE REMODELING AND AS SUCH ALL EXISTING ITEMS AND CONDITIONS CANNOT BE FULLY EXPLAINED BY DRAWINGS. Q OTE: ALL EXISTING ROOFING AND COATINGS TO BE REMOVED, CLEAN SUBSTRATE TO BE SLUDGE CONTROL FIELD OBSERVATION OF EXISTING CONDITIONS PRIOR TO SUBMITTING A PROPOSAL IS ENCOURAGED. SEE BID DOCUMENTS. THE CONTRACTOR SHALL VISIT AND Z 0 APPROVED BY MEMBRANE MFGR. FOR BONDING ADHESIVE APPLICATION TO VERTICAL SURFACES. MODIFICATION EXAMINE THE PROJECT AREA IN EVERY DETAIL AND MAKE ALLOWANCES IN HIS/HER PROPOSAL FOR ALL CONDITIONS THAT AFFECT THE WORK REQUIRED BY THESE ALL EXTERIOR CORNERS TO BE MEMBRANE FLASHED USING MANUFACTURERS APPROVED METHODS. REFER TO PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. a 3—S/M-6 PRIOR TO INSTALLING THE NEW ROOF THE ROOFING CONTRACTOR SHALL COORDINATE W/ THE PRIME CONTRACTOR TO INSURE ALL UNUSED AND ABANDONED LL HANGERS, SUPPORTS, CLAMPS AND ROOF PENETRATIONS HAVE BEEN REMOVED OR SEALED. Ln Z O w EXISTING METAL PIPE EXISTING METAL PIPE RAILING _ O �, FASTENERS W BASE FOR PIPE RAIL BASE FLANGE RAILING VERTS. O 6'-0"O/C. H S TO BE REMOVED AND RE-INSTALLED � TO BE SET W/APPROVED ALL PURPOSE SEALANT / Q N CL ULTRAPLY TPO GENERAL DRILL NEW T.S.TO MATCH EXIST. ULTRAPLY TPO GENERAL NEW SINGLE PLY MEMBRANE w Z PURPOSE SEALANT PATTERN O PIPE FLANGE. TACK PURPOSE SEALANT RUN CONTINUOUS UNDER RAILING BASE FLANGE O _ STAINLESS STEEL I WELD HEADS OF 3 - 1/YO X SET ENTIRE BASE FLANGE IN ALL PURPOSE SEALANT I- Z _ STAINLESS STEEL Q • .I - CLAMPING RING 1"GALV. BOLTS (INSIDE T.S.) CLAMPING RING a — I NEW 45 MIL SINGLE PLY ROOF TO 20 GA GALV. 'Z�BREAKMETAL F-U N ^_'--y-� _ ULTRAPLY TPO BONDING EXTEND TO ROOF EDGE AND DOWN ULTRAPLY TPO BONDING z_ END CLOSURE PC. O EA. END Q J -'� -T- ADHASIVE I PER MFGR. ADHASIVE OF EA. T.S. < a ULTRAPLY TPO MEMBRANE m ULTRAPLY PRO MEMBRANE ^o H - SECURE FULL HT. OF VERT MEMBRANE w O AS FLASHING I AS FLASHING W/BONDING ADHESIVE H � w PRESSURE TREATED 2X4 - SINGLE PLY MEMBRANE CONTINUOUS OREATED SEAM CAULK Q NAILER. CONTINUOUS Ac 2X4 W OD NAILER ?� O SCUTEC AROUND TUBE Q SEE C2 FOR ANCHOR` i i SECTIONS-SEE 3-A-4A ,y 3-A-4A �' II Z DRAIN BAR q h I ° Q y1 EXIST. EMBEDAN EDGE OF EXIST. ROOF R-10 (1-1/2'POLY ISO) BOLTS 3 PER I II �E 3-OR O'MTS�GE CAULK O ZQ + RIGID INSUL. SET IN BITUMEN FLANGE BASE I a I IF T.S. 1'X4'X3/16"X4' * OR WOOD FIBER BOARD AS DET. I II I HOT-AIR WELD m W DRILL TO MATCH EXIST. EMBED BOLT PATTERN k PLATE k FASTENER BY MEMBRANE U U U T.S. 1'X4"X3/16" MIXER MODIFICATION Q SECURE TO CONIC. USING MFGR. 4' X4' LONG O 6' 0/C. m EXISTING FASTENERS EXISTING MIXER REFER�_S/M-5 EXISTING DIGESTOR # RAILING RE—INSTALL DETAILS PROJECT NO. /10� MEMBRANE WRAPS OVER VERIFY PROVIDED BY 4073-s4-07 FACIA AND THEN DRAIN BAR RECO DWGS. Ni',LACE 3—A-4A Na seal 3—A-4A IS SECURED AND SEALANT , , SHEET NUMBER APPLIED i- n 3-A-4A : n ANCHORS EXTEND THROUGH DRAWING NUMBER THE RAIL BASE. I'SPACER a INTO CONCRETE "AS-BUILT" MAY 2004 3-A-4A 3� m0� - \ RICIG INSUL R=10 AND � Rio 3--A--4A ( 'APEREO POLY ISO INSULA',IL:N �\ " �qV NEW ROOF HAI, TREATED WCrUU BLOCKING CURB STING 4-CONCRETE'.I ay - 311rrr,ra„" ( MINIMUM B'X B" ) ATTACH 10 CONCRETE DECK WITH INTEGRAL STAGGERED FASTENERS, EACH PRi)VTDING -v! FLASH'G RING W/ ;00# OF WITHDRAWAL FORCE SPACE AT c °j-A-4A ROOF HATCH BODY 2" 0/C At PERIMETER AND AT 6"O.C. NEW FULL, ADHERED n- A,h, WILD- WITHIN A' OF OUTSOUC CORNFRS SIUEWA:I SINGLE PLY MEMBRANE j a i MEMBRANE F-'.11 SINGLE Pl I HOT AIR W yc ELT. / UOFIM SIN ,: \ / GLE Pi ROOF '�'a'CL^^• .., '�� & SEAM CA'... --- / TAPERED PULE ISO R MEMBRANE CLEAN SUBSTRATE & %h 1-I/2"POL ISO 150IN`;ULOI1 / PROVIDE Nu HT I BlRpuua .,1 TERMINATION BAR DOND'G ADHFSIVE _ ALUMMUN CHECKER —FOLLOW MEMBRANE MFGR'S - �/ / PLATE COVER-RFMOVARLE IAPI R(U PnIY-ISO INSUL TO ROOF DRAIN MEfHODS TO FLASH EIQERIOR E[IST.CONE.ROOF`DECK CORNERS o ROOF OVER MEMBRANE MFGR'S PLATE FSTNNS\NEW CHANNEL FRAME OR MIN 14 GA. TAPERED PU RIJ(4 iPLANNS,L CONTROL BUILDING INTO DECK O PFRIM. BRAKE MZAI. EXTENSION. 4-SIDES OF CRICKET-SL?- HOOF PLAN . ✓, EXIST HATCH BODY SECURE TO CONE DECK' N('A g NOTE: EXISTING ROOF HATCH TO BE REMOVED PAINT INTERIOR TO MATCH D15T. FIN AND PROVIDE NEW. SET HATCH TO MATCH yf o EXISTING OPENING AT REOUIRED ELEVATON ABOVE FHE F EQUIRED D LEVEL OF THE ROOF AS R FL x i I-OR A UNIFORM SLOPE TO THE DRAMN WOOD CURB AND CRICKET SIDEWALL FLASH'C- R O O F H A T E H AT SLUDGE CONTROL BOX TERMINATION _ NOT r0 SCALE BAR S A 3-A)-4A Eyj saga 1-1/2.PDEY-/ 150. INSUL. ✓ow < EXIST CONC CURB/SUEWALL u u Z z ---- TA PEkECI POLY-ISO INSUL. E XIERIOR TALI gq3 S °VEPROW ROOF DRAIN PARAPET WALL LKISTING CONCRETE ROOF SLAB SEE NOTE 3 SHT 3-A-4 i t'S a ANu PuEU I ulw sPEc _PIPE' r2ORANoYESN EXTERIOR MASONRY ss jy WALL 4 Two DRAIRS RTOORED- -� W/DYER"Ow DOWNSPLAI PENTHOUSE WALL SECTION �� ROGT URAN A OYCf<FLO� _�- SEE°DIMBINC SPEC / ,I N DRAINS SEE PLUMBING / '-I' \ Fil 66 Sp SCE AEAIAG(MT f't AN SINGLE-PLr ROOFING-\-` N W £= p SEE 5/3A4B r --A-`� TAPER INSULATION ROOF N15UlATICN / DRAIN SUMP AT DRAIN-, OFT. 5/} A-4B RR CRICKET SLOFC �1 4 TO DRAIN XIST CUNC. DECK I I ROOF DRAN SEE ' \ O (CORE DRIIAFD) I PLUM IN SP(0 \ -PIPE RODE LH DRAIN TO EXISTING / - EXTERIOR MASONR't WA CLAMUNDER DECK-� PROVIDE TEMPORARY PROTECTIVE / WITH DOMSPOUT;' HOT AIR WELD CLAMPING COLLAR -- --,MEASURES INSIDE CONTROL BLOC 1 _ �� SET PiuMBrNG SFLT SEA JOINT Of CTP BD-- 10 CONTAIN DUST / DFRRIS FROM AND ROOF CRAM DOLLAR DRILLING OPERATIONS TARGET SHAPED / DISH INSUL. SI PROVIDE A OSS"UNSILPPORTCD MEMBRANE - SMOOTH TRANSITION TO / ?/ FLASHING BY MEMBRANE MFGR CONE. DECK O DRAIN 3 o w EXISTING MASONRY U J WALL I PROVIDE NEW OPENING -l1--1 fi SINGLE PL1 MEMBRANE / m 0 4 f AS REOb FOR NEW I-I-1/2" LAVER R-10 o o PIPING' INSUL ENTIRE CONTROL \ /BUILDING \ / SEALANT BY MEMBRANE MFGR, SECTION AT DRAINS ^ �\D0W'15PO T&DYERFLOw N.T., PLAN AT DRAINS, � SEE PLUMBING SPEC / CLAMPING RING BOLTED Q NOTE VERIFY FINAL LOCATION INTO DRAIN BODY. EXTEND Z WITH RELATIONSHIP TO -- EYSTINC ROOF MEMBRANE 1-1/2"INTO Q \DRAIN (BEYOND BOLTS),CUT z TAPER-MOLDED POLY-ISO. INSUL, HOLES THRU MEMBRANE TO BOLT DM. z O DONOT NOTCH MEMBRANE ROOF AND OVERFLOW DRAIN DETAILS /, FT MIN.- OR AS REOD FOR CRICKETS Q NEW ROOF DRAIN ASSEMBLYSEE Il MECHANICAL. ToROOFING, PRIOR TO ROOFlNG, VERIFY VERIFI THE CLAMPING RING IS APPROVED -� FOR INSTALLATION W/ MEMBRANE MFGR. Z CORE DRILL HOLFS AND ROOF DRAIN BY MECHANICAL w COORDINATE INSTALLATION W/ MECHANICAL TO AVOID N SHARP EDGES AND PROVIDE ACCEPTABLE SUBSTRATE. ~ J W DO Q � Z H O w H � DRAIN SUMP a -A-4B o z � � o a o 3 z a w N Z O Q m w N O m PROJECT NO. 4013-FE-01 SHEET NUMBER 1B 3-A-48,OWq 1212DI 65U DRAWING NUMBER 3—A-4B mom oo zW3; SHEET INDEX SHEET INDEX = o 0 58 SHEET NO. DRAWING NO TITLE SHEET NO. DRAWING NO. TITLE aZ GROUP 1 - GENERAL GROUP 6 - MISCELLANEOUS FACILITIES 1 1-G-1 INDEX TO DRAWINGS 40 6-M-1 BLOWER BUILDING AND SECONDARY LIFT STATION DEMOLITION 2 1-G-2 MISCELLANEOUS LEGENDS AND NOTES AND MODIFICATION PLANS Boa 3 1-G-3 THRUST BLOCK DETAILS AND TYPICAL ABBREVIATIONS 41 6-M-2 PRIMARY SLUDGE AND THICKENER PUMP STATION PIPING, 4 1-G-4 GENERAL STRUCTURAL NOTES DEMOLITION AND MODIFICATION PLANS, SECTIONS AND DETAILS 000 5 1-G-5 ELECTRICAL LEGENDS AND SYMBOLS tr �yy 6 1-G-6 PROCESS AND INSTRUMENTATION LEGENDS AND NOTES GROUP 7 - ELECTRICAL AND INSTRUMENTATION GROUP 2 - SITEWORK 42 7-E-1 ELECTRICAL SITE PLAN 3 43 7-E-2 PRIMARY CLARIFIER ELECTRICAL PLAN 7 2-C-1 GENERAL SITE PLAN AND NOTES 44 7-E-3 ELECTRICAL SCHEDULES AND DETAILS 8 2-C-2 GRADING AND LOCATION PLAN SOUTH 45 7-E-4 P&ID - DIGESTER SLUDGE HANDLING AND WASTE GAS BURNER 9 2-C-3 YARD PIPING PLAN SOUTH SYSTEMS o 46 7-E-5 P&ID - PRIMARY CLARIFIER AND PRIMARY SCUM PUMP SYSTEMS 10 2-C-4 ENLARGED YARD PIPING PLAN SOUTHWEST " 11 2-C-5 MISCELLANEOUS SITE WORK DETAILS 47 7-E-6 LOCAL CONTROL PANELS AND ANNUNCIATOR rc 12 2-C-6 WASTE GAS BURNER PLANS, SECTIONS, AND DETAILS 48 7-E-7 DIGESTER CONTROL BUILDING CONTROL WIRING o SECTIONS AND DETAILS 49 7-E-8 DIGESTER CONTROL BUILDING LOWER LEVEL CONTROL WIRING PLAN 4 GROUP 3 - EXISTING ANAEROBIC DIGESTERS 13 3-S/M-1 UPPER LEVEL DEMOLITION PLAN, SECTIONS, AND DETAILS z z - 14 3-S/M-2 LOWER LEVEL DEMOLITION PLAN, SECTIONS, AND DETAILS GROUP 8 - STANDARD DETAILS 15 3-S/M-3 DEMOLITION SECTIONS AND DETAILS 16 3-A-4 ROOF PLANS 50 8-D-1 SITEWORK DETAILS 9 17 3-A-4A ROOF DETAILS AND PHOTOS 51 8-D-2 STRUCTURAL DETAILS Z _Uz. o 18 3-A-4B ROOFING DETAILS 52 8-D-3 STRUCTURAL DETAILS 19 3-A-4C ROOFING SECTIONS 53 8-D-4 STRUCTURAL DETAILS L� R .-� 20 3-S/M-5 DIGESTER N 1 UPPER LEVEL MODIFICATIONS 55 8-D-6 STRUCTURAL DETAILS 54 8-D-5 STRUCTURAL DETAILS S PLAN, SECTIONS AND DETAILS 56 B-D-7 INSTRUMENTATION DETAILS 21 3-S/M-6 DIGESTER NO. 1 LOWER LEVEL € �7s MODIFICATIONS PLAN, SECTIONS AND DETAILS 57 8-D-8 MECHANICAL DETAILS 22 3-5-7 DIGESTER NO. 2 MODIFICATIONS STRUCTURAL ROOF PLAN, 58 8-D-9 MECHANICAL DETAILS SECTIONS AND DETAILS 59 8-D-10 MECHANICAL DETAILS P 23 3-M-8 DIGESTER NO. 2 MODIFICATIONS MECHANICAL ROOF PLAN, 60 8-D-11 ELECTRICAL DETAILS LOWER LEVEL PLAN, SECTIONS AND DETAILS 24 3-S/M-9 MODIFICATIONS SECTIONS AND DETAILS 25 3-S/M-10 MODIFICATIONS SECTIONS AND DETAILS N ��O GROUP 4 - EXISTING DIGESTER CONTROL BUILDING z o 1a o 26 4-M-1 LOWER LEVEL DEMOLITION PLAN AND DETAILS 4 o ro 27 4-M-2 DEMOLITION SECTIONS AND DETAILS 28 4-M-3 DEMOLITION SECTIONS AND DETAILS z 29 4-M-4 DEMOLITION SECTIONS AND DETAILS z a 30 4-M-5 LOWER LEVEL MODIFICATIONS PLAN AND DETAILS O z O 31 4-M-6 MODIFICATIONS SECTIONS AND DETAILS a 32 4-M-7 MODIFICATIONS SECTIONS AND DETAILS 33 4-M-8 MODIFICATIONS SECTIONS AND DETAILS o a O Np 6 z a GROUP 5 - NEW PRIMARY CLARIFIER a V, a� Z 34 5-5-1 STRUCTURAL FOUNDATION PLAN 35 5-M-2 MECHANICAL PLAN AND DETAILS z 3 w C 36 5-S/M-3 STRUCTURAL/MECHANICAL SECTIONS AND DETAILS Ir i'E 37 5-S/M-4 STRUCTURAL/MECHANICAL SECTIONS AND DETAILS w o 38 5-S/M-5 STRUCTURAL/MECHANICAL SECTIONS AND DETAILS c a 39 5-5/M-6 SCUM PUMP STATION PLAN, SECTIONS AND DETAILS x ckf w w o Zt - a � a � o a Q z a E z w Q m N M O w r m N a O o m i o00 PRQIECI NU, N 0 41 .0 2.01- 4 - 1 j SHEET NUMBER r 1 a 0 i om-%mMr NUMBER 1-G- 1 .10 1-1/2 R-10 RIGID NEW INSUL PENTHOUSE ROOF OVER STAIR SINGLE PLY ROOF OVER NEW moo SINGLE PLY MEMBRANE NEW DRIP RIGID INSULATION OVER 1 1/2"RIGID WOOD EDGE l\ BUILD 1/4-PER FT. SLOPE Q FIBER BOARD INSULATION [ � r W/BASE LAYER OF EPS Q p N, Q 3-A-4A NEW SINGLE PLY MEMBRANE Q 3-A-0 4 zoo --EXISTING AI I Y A PIPE RAILING 3-A-4A NEW 2 1/2'RIGID INSUL R=16 3-A-4A / E%ISTING 1 1/2' 0 PIPE NAILING EXISTING 1 1/2-0 PIPE RAILING EXISTING 1 1/2'0 PIPE �� F. REMOVE h REINSTALL REMOVE k REINSTALL `` REMOVE h REINSTALL REMOVE& REINSTALL �a IE COVER a• PRIMARY DOME - a a COVER OVER PRIMARY DIGESTER NO 1 MECHANIC]L ]E— IF�� .....1uH1Nrr��r UNIT �. SINGLE PLY MEMBFWNC 10"SLOPING CONCRETE ROOF OVER 1 1/2'RIGID INSUL SINGLE PLY MEMBRANE SLAB OVER DIGESTER NO. 2 SINGLE PLY MEMBRANE _ OVER 1 1/2"RIGID INSUL R�10 '�v�'••., A-4A TAPERED POLY ISO INSUL SEE DWG. J-S-7 R-16 2-1 2' RIGID INSUL '',�1 •`V SLOPE TO RODE DRAINS rrOrr�11111�1^"" REFER TO 1/3-A-4 a -- - - - �^ �.- 25' t VERIFY LONGITUDINAL SECTION � EXISTING 1 1/2"0 PIPE RAILING REMOVE h REINSTALL 3-A-4 f2 d SINGLE PLY ROOF OVER NEW 1-1 2 R-10 RIGID RIGID INSULATION INSUL BUILD 1/4-PER FT. SLOPE TYPCAL BASE LAYER OF POLY ISO. NEWTYP DRIP EDGE© EXISTING CONCRETE ROOF SLAB(REMOVE EXIST.ROOFING) ! 3-A-4A 3-A-4A r <S GAL 3-A-4A PENTHOU E EXISTING 1 1/2'0 PIPE CONNECTIONI SIDEWALL FLASH OVER /�RAILING REMOVE & REINSTAL.L. SINGLE. PLY MEMBRANE W/TERM BAR STAIRS ga /OVER 1 1/2-RIGID INSUL (R=10) CRICKET W/EPS SINGLE PLY MEMBRANE SEE PUN OVER 1 1/2'RIGID INSULATION - R=ID if 3--A-4A PERIMETER TAPERED POLY-150 INSUL TO ROOF DRAIN -`�- PUSHING TAPERED POLY-ISO INSUL g 3-A-4A 3-A-4A Gx] g ROOF OVER SLOPE TO ROOF DRAINS EXISTING 'CONCRETE CONTROL BUILDING REFER TO I/21' ± ROOFS N - - 21' t VERIFY ►+N � ROOFING SECTION n CROSS SECTION n 3-A-4 �4" 3-A-4 TWO LAYERS OF 3/4'TREATED PLYWOOD TWO LAYERS OF 3/4-TREATED PLYWOOD AND TWO DYERS 3/4`WOOD FIBER BOARD Q AND TWO LAYERS 3/4'WOOD FIBER BOARD SET WITH BITUMEN SET WITH BITUMEN 3 0 3-A-4A EXISTING 1 1/2-0 PIPE RAILING EXISTING 1 1/2"0 PIPE RAILING EXISTING 1 1/2" 0 PIPE RAILING EXISDNG 1 1/2'0 PIPE RAILING m w %�—REMOVE k REINSTALL Q REMOVE h REINSTALL Q REMOVE& REINSTALLQ REMOVE k REINSTALL i -A-4A / 3-A-4A W 3-A-4A a EXISTING 4' SINGLE PLY ~ Z CONC. DOME SINGLE PLY Z O OVER PRIMARY SINGLE PLY MEMBRANE MEMBRANE OVER MEMBRANE OVER Q DIGESTER OVER 1 1/2-RIGID POLY ISO MEMBRANE 2-1/2'RIGID INSUL(2-LAYERS POLY-ISO) -1/2"RIGID INSUL J N0, I INSULATION R-10 FLASHING.. (2-LAYERS POLY- 2 d. SINGLE PLY MEMBRANE W OVER 1 1/Y RIGID 1B. 10'SLOPING CONCRETE ROOF 10'SLOPING CONCRETE ROOF fn SLAB OVER DIGESTER NO. 2 SUB OVER DIGESTER NO. 2 \ ^ Z % ..... WOOD FIBER INSULATION -•• .. 18' V 1 (2-LAYERS AS SPEC) - •' W Lr) O 3-A-4A SINGLE PLY MEMBRANE c Z E- NGLE PLY MEMBRANE / OVER 1 I/2'RIGID WOOD ,i - EXISTING CONCRETE EXISTING CONCRETE Li OVER 1 1/2 RIGID WOOD FIBER INSUL FIBER INSULATION •• ?:' F- W 3-A-4A - EXISTING CONCRETE W Q U1 EXISTING CONCRETE EXISTING CONCRETE Q E O TAPERED Y-ISO INSUL TO ROOF DRNN Z REFER TO 2/3-A-4 - w O V) O 3 c ROOFING SECTION n ROOFING SECTION n ROOFING SECTION n ROOFING SECTION Z 3-A-4 3-A-4 4' 3-A-4 �1 a o w N Z O Q m Li w N O m PROJECT NO. °AS-BUILTf1 MAY 2004 4013-64-01 SHEET NUMBER 19 DRAWING NUMBER 3-A-4CAw9 121201 90227 3-A-4 C NEW MIXER INSTALLATION/CONSTRUCTION NOTES: 0 NEW MIXER M-3-1-1m33 �- SEE I I. THE SYMBOL • DENOTES AN APPROXIMATE EXISTING DIMENSION OR s <� ELEVATION THAT MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ✓•-"pia ,`�ii —FOR SLUDGE CONTROL/TRANSFER EXPLOSION PROOF DISCONNECT SWITCH, 3 0 0 MIXER MOUNTING FABRICATION OF THE NEW MIXERS. BOX MODIFICATIONS. SEE('� SEE DWG. 7-E-1 MOUNT PER 6,OS noW� 40 3-S M--6 FLANGE PLATE•a SEE NOTE 4 2. THE SYMBOL •• DENOTES REINS PROVIDED BY THE MIXER MANUFACTURER \ TO BE INSTALLED BY THE CONTRACTOR. W�o EXPLOSION PROOF MOTOR-- _ 3. THE EXISTING CONCRETE CURB AND MOTOR SUPPORT PAD HEIGHT MUST - �� _ \ - • BE CONSTRUCTED AT LEAST 12"ABOVE THE ORIGINAL HEIGHT (MINIMUM), OR w------ HIGHER IF REQUIRED BY THE MIXER MANUFACTURER. THE EXISTING 4 a�3q.4"'• CONCRETE CURB AND MOTOR SUPPORT PAD DIMENSIONS ARE APPROXIMATE. TOP 6" CUT OFF IF REQUIRED BY THE MIXER MANUFACTURER, THE CURB AND PAD DIMENSIONS ! PERQ MUST BE MODIFIED BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. SEE DWG. 3-A-4 FOR DETAILS f OF INTERFACE BETWEEN DIGESTER 3-S/M-2 IF THIS IS REQUIRED, CONTRACTOR MUST SUBMIT DETAILS ON THE PROPOSED m l - AND BUILDING ROOF SYSTEMS. (TYP) SEE NOTE 3 MODIFICATIONS. IF THE CURB ONLY NEEDS RAISING (AND NOT ENLARGING), .�ys CONSTRUCTION MUST BE DONE AS FOLLOWS: 6 ff. - AFTER SAW CUTTING OFF THE UPPER 6' OF CURB, ROUGHEN f NEW MIXER EXPOSED CONCRETE SURFACE TO Y4"AMPLITUDE. - DRILL HOLES AND EPDXY GROUT A4 VERTICAL BARS INTO --� TOP 8'l OFF I EXISTING CURB AT 12" O.C., CENTERED IN CURB ALL AROUND. o SEE NOTE 3 3-5/M-2 W/BELT DRIVE WITH 4" MINIMUM EMBEDMENT INTO EXISTING CURB. W/ BELT GUARD-- - PROVIDE d3 HOOPS AT 6" O.C. HORIZONTALLY AROUND 1 � CURB, 3 MINIMUM, CENTERED IN CURB, APPLY CONCRETE BONGING AGENT PRIOR TO POURING NEW o CONCRETE, NEW GAS COLLECTION km / ASSEMBLY 4. MIXER MOUNTING FLANGE OUTSIDE DIAMETER AND ANCHOR BOLT DIAMETER / APPLY NEW MEMBRANE ROOFING MUST FIT EXISTING CONCRETE CURB LIMITATIONS. IF MIXER MANUFACTURER AND INSULATION SYSTEM ON NEW MIXER DETAIL REQUIRES MODIFICATIONS TO THE SUPPORT CURB OR THE MOTOR PAD, THIS m o ROOF OF DIGESTER NO. 1 TO / MUST BE DONE BY THE CONTRACTOR PER NOTE 3. I EDGE OF CONCRETE ROOF SCALE: 3/6"=1•-0" 5. ACTUAL ORIENTATION OF MIXERS VARIES. SEE UPPER LEVEL PLAN ON OVERHANG, A5 SPECIFIED. SEE CORROSION IN EXISTI ✓ THIS DRAWING AND LOWER LEVEL PLAN ON OWC. 3-S/M-6, LSlSER HOLES l!'ELD PATCMElyyy� _ DWG. 3-A-4 FOR DETAILS. t _ FLASH ALL ROOF PENETRATIONS 6. NEW MIXER, MOTOR ASSEMBLY', AND DRAFT TUBE SUPPORT ANCHOR BOLTS PER MFR'S RECOMMENDATIONS. TO BE PROVIDED BY MIXER MANUFACTURER AS SPECIFIED, TYPE 316 SST, N4 BARS ® 12" O.C. -NEW MIXER MOUNTING FLANGE PL. SEE FUSION BONDED EPDXY COATED. z (3 SETS MINIMUM) NOTE 4. ANCHOR BOLTS PER NOTE 6. u EXISTING DIGESTER NO. ) _ 7. ALL MIXER COMPONENTS MUST BE INSTALLED WITH VERTICAL AND CMS z - -i-S-- 6.� ..,_ EPDXY SEALE6 l�Ell�l/EXIST. CONC.1 HORIZONTAL ALIGNMENT MEETING MIXER MANUFACTURER'S SPECIFICATIONS. 'I JOINT, (TYP. BOTH MIXER CURBS)Q - - -_ TOP OF EXIST. CONIC. CURB. SEE NOTE 3 9 REMOVE EXIST. HANDRAIL - - -� STORE AND PROTECT FOR _Z w RE-INSTALLATION AFTER NEW NEW MOTOR PLATFORM CONSTRUCT ROOFING SYSTEM IS IN PLACE. SIMILAR TO NOTE 3 W/ /4 BARS O - - NEW MEMBRANE ROOF AND • 41 t SEE DWG 3-A-4 \ _ INSULATION SYSTEM. SEE 5^3 888 12" O.C., E.W., DRILLED AND EPDXIED _ DWG. 3-A-4 eg W/ 2" EMBEDMENT INTO EXST. CONC. j -= r� ( REMOVE ALL DETERIORATED EXISTING - CONCRETE & PERFORMED CEMENTIOUS -- _ EXST. HANDRAIL �REPAIR. (TYP. BOTH EXIST. MIXER CURBS)I J SIX • -- TO BE RE-INSTALLED ABRASIVE BLAST BOTTOM NEW MIXER M-3-1-2 DESIGN SLUDGE LEVEL - 4629.10 TO 4629.85 FLOW (INTERIOR) OF CONC. ROOF AND - SEE Q1 MAX. SLUDGE LEVEL - 4630.25 TOP PORTION OF INTERIOR CONC. _ DEFLECTOR•• X�" DEEP . Y4" WIDE SAWCUT WALL TO REMOVE ALL ALL AROUND DIGESTER WALL ACCUMULATED MATERIALS DOWN TO rvZ o CLEAN CONC. SURFACE. APPLY m 'm •- NEW PROTECTIVE COATING TO UPPER LEVEL PLAN PROPELLER•• dm� INTERIOR ROOF AND WALL PER ANTI-VORTEX SUPPORT AS REO'D p g $ o m SIZE AS REO'D ELEV. 4627.00 3 � yI SYSTEM N0. 19 (BASE BID) AND SCALE. 3/16"-1-0' BY MFR.-- BY MFR., AS i SPECIFIED SYSTEM NO. 22 (ALTERNATE BID) AS SPECIFIED IN SECTION 09900. Q FOR CLARIFICATION SEE�. / Z to Q Z Z NEW MIXER DRAFT TUBE•" i--^� �_ _ i- p O SIZE AS REQUIRED BY MFR., / �� g AS SPECIFIED L REMOVE EXIST. PVC "NOB-LOC" UNER,^\ Q 4" PRESSURE/VACUUM l ABRASIVE BLAST CLEANED PERFORMED V RELIEF VALVE W/ FLAME l CEMENTIOUS REPAIR, GROUTED THE EXIST.I w_ ARRESTER ASSEMBLY CONC. & COAT WALL AND INTERIOR ROOF (TYP OF 2) ��PER NOTE ON UPPER LEVEL PLAN JQ J✓l • �J w Z g SWAY BRACE" IF REQUIRED BY MFR. 4 J 4" DIG ELBOW SIZE AND LOCATION AS DETERMINED BY _j w 4" DG TEE—\ MFR., AS SPECIFIED. CONNECT TO ti Lj V) n \\ EXIST. WALL W/ SST EPDXY ADHESIVE w Ln ORIENT ELBOW 90' FROM LDRAF ANCHORS. Z -i 4" DG PIPE SPOOL TANK RADIUS IN DIRECTION w Z — 4"-V456 W/ SHOWN ON LOWER LEVEL f Q s� LOCKABLE ACTUATOR H tl w a 10" DIA.,X" THICK 316 SST PLAN. DWG 3-S/M-6 Q O ,n REDUCING FLANGE toNOTE NOTE Z Za4 ALL BOLTS. NUTS, WASHER5 SHALL ~m cr �t-CK 316 SST PLATE W/ REDUCING BE 316 SST. w Q ATE DIAMETER, GASKET, AND BOLTv SHALL MATCH EXISTING FLANGE. 7 Lnz- '� 3 w C_�oEXISTING 12" GAS O PROVIDE SINGLE PLY MEMBRANE ANU Z,o -' toOCOLLECTION PIPE oAND FLANGE TERMINATION BAR PER MFR'S BLAST AND PAINTRECOMMENDATIONS. PER c 3 S/M-3 a z a F • E Z o NEW MEMBRANE ROOF— —PIPE SUPPORT _ NEW CONC. SUPPORT, SIZE AS REO'D LA a N m AND INSULATION PER® _-- • BY MIXER MFR. CONSTRUCT SIMILAR O :2 SYSTEM (TYP) - - - - TO NOTE 3 EXCEPT PROVIDE #4 OD IV Yo - VERTICAL DOWELS ® 12' E-W. DRILLEDAND EPDX m o EXST. CONC. ROOF - PREPARE EXST. CONC.7 " INTO EXSTIECONCRETEM AND EIY4EBARS T PRaecT No SURFACE SIM TO NOTE 3 PRIOR TO POURING NEW CONIC. O 12" E.W. HORIZ. 0417032.01-o400-0111 r 4"fNSTA�LED DG SHEET PIPINC�BLAST CLEAN AND COAT 20UUBER :r LSCHEDULE 40, S.S. _ PER UPPER LEVEL PLAN, GAS COLLECTION MB SELY SECTION �A SECTION �g� DRAWING NUMBS - SCALE: 3/6"=,'-D" 3-S/M-5 SCALE: 1"=1'-O 3-S/M-6 NOTES_ m o Jsi 1. ATTACH NEW WALL TO EXISTING WALL W/ #5's x 2'-0` W/ EMBEDMENT AS NEW VAULT & ACCESS COVER SHOWN DRILLED AND EPDXIED (HILTI HIT HY 150 OR EQUIVALENT). MATCH AND mti� Ni LAP TO HORIZONTAL BARS. PRIOR TO PLACING FORMS OR NEW CONCRETE, CLEAN o - EXISTING CONCRETE SURFACES AND ROUGHEN AREAS WHERE NEW CONCRETE WILL. n d W 4o FOR TYPICAL TOP & ? $u - BE PLACED TO EXPOSE AGGREGATE TO Ys" AMPLITUDE. APPLY CONC. BONDING SLAB REINF. AND "�" �< AGENT PRIOR TO POURING NEW CONCRETE SECTION SEE Q TOP ELEV, VARIES W !. VENT, SEE 0 4 NEW VAULT & ACCESS COVER - — ��•-- INST LLD NEW 4` 12" 1 \VALVE. (TYP. 2j _ :ti WAN E0 i FOR TYPICAL WALL REINF. AND SECTION SEEM .. 6" MIN. EMBEDMENT (TYP-) SEE NOTE 1. ��^ A lk 'r��------ --------'a---- o -- ---- ---------------'hi--- -- 'i�i 3-M4 AT EDGES J u� OF OPENING (TYP N5x4'-O" I' i + i i I 3 SIDES) o (FIELD VERIFY) L o DIAGONAL AT �I _I 36"x 36" ALUM. ( PACCESS HATCH. am (DIGESTER NO. 1) OF 2) SEEQ 2-C-6 J 6 Z MANHOLE STEPS AT 16" O.C. - Nou a FOR TYPICAL BOTTOM 8" 6'-0" 8" SLAB REINF. AND i zuNu SECTION SEE© Z "e f 6" MIN. COMPACTED - WNF '- IMPORTED STRUCTURAL 4" PVC PIPE SLEEVE -f" kAW SWOLE 4" 4 ENGINEERED GRANULAR FILL CENTERED IN FLOOR SLAB V �^ MATERIAL TO UNDISTURBED TO h CU. YD, GRAVEL DRAIN �_fl t I i EARTH (TYP.) MATERIAL BELOW w a$ �j SIDE ACCESS VAULT UPPER PLAN DETAIL SECTION J SCALE: Y2 = 1'-0" 3—S-7 SCALE: )¢" V-O" — (x ---•+$ Rm 3—M-8 �, i3 NEW MIXER DRAFT TUBE OUTLET--. SEE ©(TYP. OF 2) 3-S/M-5 I I � I HINGED SIDE V + Q O I I �NEW SIDE ACCESS VAULT. (2)/4 O T.O. CURB NEW COVER Fal T DIGESTER-�� m 41,TINC. ABOVE GRAD, m Jo m•- L J SEE 1 (TYP ALL AROUND) o /4 O 6" O.C. VERTS., CTR'D. IN WALL �L AND LSH LSL ELEV. = 4628.80 1 � -/, CENTERED IN SLAB i `o �'- NEW COVER 2-'- -'- LSH ELEV. 4630.20 Qi LOWER LEVEL PLAN QADDED CONSTRUCTION JOINT O O� I ELEV. = 4611.50 (2)N4 O T.O. CURB 1 SEE PLAN (EXST. TO ELEV. 4617,58 G SCALE: 3{e' = 1'-O" (TYP ALL AROUND) ATTACH WALL TO EXISTING WALL BE RE-INSTALLED)ALUMINUM 1 Z COVERS, TYPES B,CHECKER PLATE ��! (TYP) BOTTOM ELEV. N z W/ p4 DOWELS O 6" O.C. Z PROVIDE 4 SST HINGES ON 6,' - w 8' MBED HILTI HIT HY150 NOTE 1 TYP RESTORE AREA TO O NOTE 1 NOTE 1 / ( CON4. LIP = — O DIGESTER SIDE. OR EQUN.) 4511,JQ —SEE NOTE 1, DETAIL I SAME FIN. GRADE 04 O 12' O.C. NEW ROOFING 6` 6" ELEV. AS CURRENTLY U J NEW ROOFING TRANSFER PIPES__. HORIZ., TYP. MEMBRANE, SEE 8- 6" MIN. EMBEDMENT (TYP.) EXISTS E� Q MEMBRANE, SEE h I-, DWG. 3-A-4 #4 HORIZ O 12" O.C. Q F- P ELEVATION b NEW 8" OVERFLOW, ROUGHEN SURFACE -1 8" O w r— DWG. 3-A-4. l= 9.OD / -'- �_ _ — - ROUGHEN SURFACE #4 DOWELS o O TO LIFT STATION. TO 1 4" i� I — TOP ELEV.=4630.25 ELEV. _ --- TO 1/4' O 12" O.C. N F- p ELFV 4631.17 EXISTING-� LO� I -__ A 4631.17 a cy J L�! PROVIDE EXIST.CEMENTITIOUSCONC.__` o DIGESTER ATTACH WALL TO EXIST. WALL W/ VIERTS.6CENTEREDW w O REPAIR O EXIST. CONC V E%IST. ROOF SLAB 3 — I o m o M4 x FULL HT. W 6" EMBED DRILLED IN WALL Z. O SURFACES PER SPECIFI- Z (2) N4, T&B - W w U I - + CATIONS, SEE NOTE 1 TYP ATTACH WALL T. EXIST. WALL m & EPDXIED (HILTI HIT HY150 OR EQUIV.) w I +- W//4x FULL O W/ HI EMBED o N {:- INSTALLED NEW 8" SCH. 40 S.S p4 DOWELS I N TA DRILLED & EPDXIED (HILTI HIT ROUGHEN EXISTING w C I INSTALLED 3" HY150 OR EOUIV.) SURFACE TO 1/2" I-� 1 LEVEL CONTROL PIPES (TYP. 4) � CO ENTERED M O Z 1 GROUT FlLLET AMPLITUDE \REMOVED 2'-0" c� 8" Z Q I ✓_ J� J� IN WALL _n_ ___ E%IST. CONC. FILLET 1 - •r----I� EXIST. CONE. WALL _ _J , to a LSL INSTALLED NEvP- J ✓� � w w _-1•_ AND \ _ I �'i�l EXIST. CONC. N 2-'- �-'- \ __ ZN` 3" GROUT FlLL T o Q Z I ! REINSTALL EXST. LEVEL T REMOVED/REP:MOVED/REPLACED EXIST 1 1 J ✓ J PROVIDE CEMENTTTIOUS REPAIR w O PROBES AS RECOMMENDED 111 O EXIST. CONC. SURFACES PER C9 I tt 8" LEVEL CONTROL PIPES W/ 4 BY MFR, PROBE ELEV. AS I Z SPECIFICATIONS, SEE NOTE 1, (TYP.) "� p Q I \8" SCH. 40 S.S. PIPES (TVP EXIST. PRIMARY U L— _ �� SPECIFIC / J ��L✓.J2B.00 ,� .- 4625.50t 3 w ,Y// / \ DIGESTER 1 EXIST. CONC. FlLIET \\\ ' - - 6" MIN. COMPACTED Z O 6" 6" �1 .�� J-� EXIST. CONC. FILL EXIST. CONC. nUET EXIST. GONG. FILL c� IMPORTED ENGINEERED Z TT /'�' �"i-- I `��.�J--�'� �4 O 12` O.C., STRUCTURAL GRANULAR w Q I EXIST. CONC. SLAB FILL MATERIAL TO N REMOVED •- 2'-0' 1 ,- E.W., TOP AND PROVIDE N4 2-D E%IST. CONC. FILLETJ�1 J ---EXIST. OVERFLOW I BUTTOM UNDISTURBED EARTH O w 4'-0` CORNER BARS O _J -�-� EXIST. DIGESTER WALL - i--�-^ (TYP.) m N EACH HORIZ. CURB NOTE: �m ^— 4" PVC PIPE SLEEVE CENTERED m e REINFORCEMENT BAR 1. PROVIDED COAL TAR EPDXY - I --r- --- 1. PROVIDED COAL TAR EPDXY - _--- IN FLOOR SLAB TO )� CU. YD. (BASE BID) COATING SYSTEM 1 PRWECT NO, � f (BASE BID) COATING SYSTEM AT ALL GRAVEL DRAIN MATERIAL BELOW INSULATED NEW 8" AT ALL INTERIOR CONCRETE \INTERIOR CONCRETE SURFACES 0417.032.01-040D-0I II SCH. 40 S.S. PIPE SURFACES AFTER CEMENTR10U5 AFT S"-8• - -ER CEMENTITIOUS REPAIR (TYP.)/ SNEEt NUMBER SLUDGE CONTROL/ Q` - SEE4-M-6 J AIR, (TYP.) � J J J J I - 21 TRANSFER BOX PLAN ACTION SECTION / C 1 SECTION / B ` DRAMNG NUMBER SCALE Y2` = 1'-0" — 3—S/M-3,SCALE: Y,•• = 1•-0" 3—S/M-5 4—M-2, 4—M-6 SCALE: )4" = 1'-0" — 3—S/M-6 SCALE: )¢" - 1'-0" mod MATCH HANDRAIL EXIST. 14" NEOPRENE SPONGE RUBBER "" "" CONT c� FILLER PADS ELASTOMERIC BRG. R, A CHAMFER PAD CENTERED ON m SLOPE EXISTING WALL t\,ELEV. = 34632.88 a33N�"q ' VERIFY W EXIST. 'y y. ROOF SUB REINF. �= -cT a LL SEE ROOF PUN 6" 6" 2-#'x CUNT. m (3) ADD'L RADIAL BARS & 1 Y SEE DETAIL @ Y2" 2'tRl I y- N5 O 12" � w (3) ADD'L CIRCUM. BARS O 10" THICK CONIC. SUB TOP SLAB CONSTRUCTION FIELD OPNG., T&B MATS (OPNG. SIZE W/ SLOPED TOP & BOT7 JOINT, (TCJ), PER PLUS (1) UP EXT. EA, SIDE) SURFACE SEE NOTE 4 EXISTING CONC. WALL OVERHANG, SEALANT AS _ TO REMAIN SPECIFIED w Q tt rc lkq / J 'O (r'�•.. EXISTING CLAY J j i O'ti O TILE MASONRY m EXISTING HANDRAIL RE-INSTALLED VENEER N 40 / - xi I G ON NEW ROOF. SEE 1/3-S-7 EXISITNG CONCRETE a z ® 3 / 16 RADIAL OARS O APPROX 6" SPACING 4„ WALL AND REINF. O OUTSIDE EDGE OF SLAB (BOTTOM LAYER) FIELD VERIFY -(4) ADO'L. /6.16-0" O 6" O.C. EXIST. VENEER 1' wGo a 05 RAUTAL BARS O BOTT. BARS FOR 3" O.0 TOTAL -0" i 1' u�g APPRO%. 1'-6"SPACING EACH SIDE OF CENTER OPENING mNa 2 O OUTSIDE EDGE OF SUB EXIST_ WALL (TOP LAYER) 's a ('Z) /5 Q HOOPS O 3" O.C., TOP & BOTTOM LAYERS, rrP. ROOF SECTION �q1 `zU'IL (3) ADD'L RADIAL BARS & SCALE: 1" 1'-0" ADD L. (2} {�5 O HOOPS OP NC.,, T&BCLMAT M(OPNG.®IZE _ 3—S/M-9 O 3" O C, TOP AND / PLUS (1) LAP EXT. EA. SIDE) BOTTOM LAYERS, TYP p6 CIRCUMFERENTIAL BARS O 6' 0 C 10 I _ _ (BOTTOM LAYER) Ou ' T /5 CIRCUMFERENTIAL BARS O 1' 6" O.C. ] p. ; FA (TOP LAYER) z w d = 112. v_' N o O x �Sy w Z 3so 0 (3) ADD'I. RADIAL BARS & OOJ V ` Z (3) ADD'L. CIRCUM. BARS O m rcao OPNG., T&B MAI, (OPNG. SIZE O m0 S BACKER ROD ` Q1 i PLUS (1) LAP EXT. EA, SIDE) SEALANT (TYPE 3) PER SPEC. SECTION LINE OF EXISTNG III Q OVERHANG BELOW D7800 s z n a (3) ADO'L RADIAL BARS & 1' (3) ADD L. CIRCUM. BARS O CEMENTiOUS v \7 zp z0 ` < N OPNG., T&B MATS (OPNG. SIZE \J Q J PLUS (1) LAP EXT. LA. SIDE) LINE OF EXISITNG a J WALL. BELOW 0 L.J 0 � � I N O O Q ADD L. CIRCUM. BARS O OPNG, Q Q N p py TOP MAT FOR 6" O.C. TOP MAT, d U Z 'o Q' 4yT LOPNG. SIZE PLUS Ll) LAP EXT. EA. SIDE) ?� Z O U y (4) ADD'L. CIRCUM. l;4RS O 1 ` L,J O N SLUDGE LEVEL/FLOW OPNG_ BOT. MAT FOR 3" O.C.\ v `BOT. MAT, (OPNG. SIZE PLUS / CONC. JOINT SEALANT a • CONTROL BOX �B1 Z n (1) UP EXT EACH SIDE) — SEE `✓.��.�✓✓✓�� 7,\1 SCALE: i" = 1" O Q (4) ADD'L. RADIAL BARS O 6" O C. (FOR 6" O.C- TOTAL EA. SIDE OF w O OPNG.) TOP LAYER ONLY J Q ~O uj CD J a Ln p� 3333 Q NOTES; 3 1- VERIFY ALL EXISTING DIMENSIONS. U o Z :D E 2. SEE MECHANICAL FOR LOCATIONS OF ALL OPENINGS. Q « 3. SEE MECHANICAL FOR ALL EXISTING ELEVATIONS. z m 4 SEQUENCE SUB POURS SUCH THAT TWO OPPOSITE "PIE" SECTIONS N Q ✓1 n ARE POURED AT THE SAME TIME, AND THEN ALLOW 7 DAPS (MINIMUM) O w CURE TIME BEFORE POURING FINAL TWO SECTIONS. mco N O N DIGESTER No. 2 STRUCTURAL ROOF PLAN PBmC,No. 0 / SCALP. Y"" = 1'-0" 0417.037.01-04oa-0315 n SHEET NUMBER O `2 S DRAWING NUMBER 3-5-7 �+oo NEW SIDE ACCESS DIGESTER NO 2 ROOF AND LOWER LEVEL PLAN NOTES: Buz VAULT, SEE NOTE 1 r ..r �I 1. CONSTRUCT NEW SIDE ACCESS VAULT SIMILAR TO DETAIL 1 ON � - COAT BOTTOM (INTERIOR) SIDE ,�.-� - I - DWG. 3-S/M-6, EXCEPT THAT TOP SLAB ELEVATION IS 4609.25 AT OF CONCRETE ROOF- SEE NOTE 3. INSTALLED NEWS 1 1 THE EXISTING DIGESTER CONCRETE LIP (MASONRY WALL SUPPORT) AND e 4 l ALVE W yc J I (FIELD VERIFY) 4609.17 AT THE NORTH END OF THE NEW VAULT. FINISH GRADE IS �- COAT INTERIOR APPROXIMATELY 4608.7 IN THIS AREA. SEE DWG. 2-C-3 FOR C3�mo 8" SAMPLE HATCH. SEE 2Q I i CONCRETE WALL DOWN POTENTIAL CONFLICTS WITH EXISTING SMALL PIPING IN THIS AREA. sz e (TYP OF 2) - - 1 TO ELEV. 4625.00. REROUTE PIPING AS NECESSARY AT NO EXTRA COST TO THE OWNER. SEE NOTE 3. / 2. ROUTE NEW 4" DG FROM NEW DIGESTER GAS COLLECTION 4 83,� ASSEMBLY ON ROOF TO CONNECT TO EXISTING 3" WALL PIPE AT { i NEW MIXER M-3-2-2 NEW MEMBRANE ROOFING AND N DIGESTER WALL (AT APPROX. ELEV. = 4607.5t). VERIFY MATERIAL OF SEE iQ(TYP OF 2) INSULATION SYSTEM ON NEW ROOF EXISTING 3" WALL PIPE AND MAKE CONNECTION WITH AN ADAPTER AS 3-S/M-10 OF DIGESTER NO. 2 TO EDGE OF REQUIRED. SUPPORT NEW 4" DG FROM EXISTING SUPPORT FRAMES �y o f CONCRETE, AS SPECIFIED. SEE _ WITH )�" SST U-BOLTS AND PLASTIC SPACER BLOCKS. SLOPE 4" DG 7 �� y 1 NOTE 5 AND DWG. 3-A-4 FOR FROM DIGESTER CENTER TOWARD CONTROL BUILDING WALL PIPE AT Y" DETAILS. FLASH ALL ROOF PER FOOT. PENETRATIONS PER MFR'S RECOMMENDATIONS. 3. ABRASIVE BLAST EXISTING CONCRETE WALL DOWN TO ELEVATION 4625.00 TO REMOVE ALL ACCUMULATED MATERIALS DOWN TO CLEAN 61 O o CONCRETE SURFACE, ALSO CLEAN NEW CONCRETE WALL AND I INTERIOR CONCRETE ROOF SURFACES. APPLY PROTECTIVE COATING TO h ,fie 1 io EXISTING HANDRAIL L - RE-INSTALLED ON NEW ,�1, INTERIOR ROOF AND WALL PER SYSTEM ECI 19 IN BID) OR ROOF. SEE DWG. 3-A-1 O' SYSTEM NO. 22 (ALTERNATE BID) AS SPECIFIED IN SECTION 09900. O --- AND 3-S/M-5. F% FOR CLARIFICATION, ALSO SEE 3-S/M-9. 4. THE ROOF R ELEVATION 30" ME 15'-0" �j' THAN THE EXISTING I XSTNG STRUCTURE CONSTRUCTED E T REEAND CONTROL BLDG. ROOF. MODIFY q o _ NEW 4' DG EXISTING HANDRAIL AT DIGESTER/CONTROL BLDG. ROOF INTERFACE TO `a SEE NOTE 2 \ ,p ACCOMMODATE ELEV. DIFFERENCES BY PROVIDING TWO NEW END POSTS AND CUTTING EXST. RAIL AS REQ'D. (TYR 2 PLACES). D m _ / yo/ / 5. PROVIDE SINGLE PLY MEMBRANE FLASHING AND TERMINATION BARS 8" DOT WALL PENETRATION 15-0 PER MFR'S RECOMMENDATIONS. o t ELEV. 4617.50 GAS COLLECTION SEE Q. 1. ASSEMBLY. SEE Q 24" MANHOLE / SEEwGF a SEE DWG. 3-A-4 FOR DETAILS OF INTERFACE O,n0. T w n BETWEEN DIGESTER AND ?J /-7 NEW MIXER DRAFT TUBEF oC BLDG. ROOF SYSTEMS S OUTLET SEE SIGHT GLASS (TYR Of 2). SEE - (TYP OF 2) 3-S/M-10 v 3-S M-1O f '�g fyH �i NEW MIXER M-3-2-t , - 1-. - ►---7 R � .. �7 I I SLUDGE LEVEL/FLOW CONTROL BOX NEW 8" RIDS, t ELEV. 4602.33. x+w 1 1f�4 SEE 0 SEE DWG. 4-M-5 FOR CONNECTION / 3-S/M-9 (FIELD VERIFY) DETAILS TO EXISTING 6" DIGESTED / 3 Sry CONNECT TO EXISTING PIPING ALUMINUM CHECKER PLATE COVER` SLUDGE DRAWOFF : S IN DIGESTER CONTROL Bic SEE/o� SEE 5 J3 PROVIDE 4 SST 4-M-7 HINGES AT OUTER EDGE - SEE 4" DG SPOOL - LENGTH AS REO'D FOR ADEQUATE SEPARATION, 4" MIN EXST. HANDRAIL. RE-INSTALLED - ON NEW ROOF TO BE MODIFIED 4* 2 PLACES) SEE NOTE 4, REEF a"RELIEF VALVE E W/ FLAME ARRESTER ASSEMBLY MECHANICAL ROOF PLAN (TYP of 2) g =o LOWER LEVEL PLAN Vim" N p co SCALE Ufa" = 1'-0" SCALE: 3fe" = V-O" 4" DG TEE m p ` 4" DG ELBOW � PIPE SUPPORT 4"-V456 W/ PER 15 06 (SIM) Q AS REQ'D TO LOCKABLE ACTUATOR EXISTING MATCH INTO EXST. Z CONC. PIPING (8" MIN. 10" DIA.,Y2" THICK 316 Z Q WALL 1'-0" MAX) 4" DG PIPE SPOOL SST REDUCING FLANGE O Z O MUCK 316 SST BLIND FLANGE 8" MIN. SEE NOTE 2 Q 1'-0" MAX (TYPICAL) o U INSIDE BLDG. FACE OF WALL Y2' THICK 316 SST PLATE p SST HANDLE, YJ" DIA, I I W/ REDUCING FLANGE O U1 BY 4" HIGH BY CORE DRILL HOLE - - � to SEE NOTE 1 6" WIDE, WELDED TO TYPE 316 SST BOLTS, PIPE O.D. + 2"t - - �" DA. SST BOLTS IN SST o Z Q NUTS, AND WASHERS 8" SAMPLE CLEAN PRIOR TO SELF-DRILLING FLUSH SHELLS, I F- O 1- BLIND FLANGE HATCH COVER Z F=Z w GASKET, DRILLING, AND INSTALLING LINK SEAL RADIALLY SPACED AT 3- O.C. BOLTING SHALL BE PER SYNTHETIC RUBBER AS SPECIFIED. AND CEMENT GROUTING MAX, TYP EA. SIDE OF WALL TYP Yi X[ THICK 316 SST FLANGE. Q U_O WALL SLEEVE z SEE NOTE i a -d� ANSI 150 PSI BOLT GASKET SYNTHETIC N M. DI PIPE SEE NOTE 5 1 �w 7- PATTERN{ SPECS J¢" THICK 316 RUBBER GASKET Y4 M Z 0 Q 1 NEW MEMBRANE O L- SEE NOTE 5 SST FLANGE ROOF AND SST PIPE a NEW MEMBRANE Z F NEW MEMBRANE INSULATION SYSTEM SEE NOTE 5 N Z ROOF AND NEW DIGESTER N Q ROOF AND NEW DIGESTER o INSULATION I SST SEEP RING INSULATION SYSTEM CONC. ROOF sQ Q 2 ROOF SEE 1 605 p U SYSTEM - • I Z Z w 1 �4 cr Q LL s c=w F- w J aaa 1 Q � w SST WALL SLEEVE PIPE 3 w w i o z Y4 Y4 FLxPE 3-S E7 D OR V1 p O ' COAT INTERIOR I NEW DIGESTER ROOF. REINF. DETAILS COAT INTERIOR r PER PLANS NOTE 3. Q J n SST SEEP RING %" DIA. AIR HOLE, " SST PLATE x PIPE 0.0 36" DA. SCHEDULE 40S 3 PER PLANS COAT INTERIOR SEE 15 0 TOP do BOTTOM. + 10" SST WASHER. SEE NOTE 3 NOTE 3. PER PLANS NOTE 3. ,O� 8" SCHEDULE 40S 316E SST GAS COLLECTOR I I 316 SST PIPE PRESSURE GROUT E FORM PLATE CURVATURE W/ SST SEEP RING PER 15605 Z ILL— THRU BOTTOM HOLE TO MATCH DIGESTER NEW 4' DG. FOR Q SEE DWG. FLANGE X PE. (TYR BOTH SIDES) WALL OUTSIDE RADIUS. CONTINUATION, SEE Z 3-S-7 FOR DRILL REDUCING FLANGE TO MATCH BOLT w Q SEE DWG. REINF. DETAILS EL 4615.00 LOWER LEVEL PLAN HOLES OF 10" DIA. FLANGE N O RE NFS DETAILS %" SST PLATE x PIPE O.D. 1i"-40H NEOPRENE SCH, 40S 316L SST + 10" SST WASHER. GASKET. EA FACE NOTES: O i WALL PIPE. DIAMETER FORM PLATE CURVATURE 1. SYNTHETIC RUBBER GASKETS, DRILLING, AND BOLTING STALL BE IN ACCORDANCE WITH ANSI 150 PSIAS 1 m ROOF PLAN ON MECH. TO MATCH WALL INSIDE DIGESTER RADI S UNK-SEAL 2 BOLT ALL BOLTS. NUTS.ERN AND WASHERS SHALL BE TYPE 316 SST.CS. J ECT I'1O i (3. PROVIDE PIPE SWAY BRACE WELDED TO 4" GAS PIPE AND 36" GAS COLLECTOR PIPE. 041 7 032 01-04011-01e1 EXISTING DIGESTER WALL PIPE �. ( 4 ALL WELDED JOINTS SHALL BE GAS-TIGHT Q SMEC NUMBER J PENETRATION DETAIL `(�3� 1 _ -1 J J J J J J J�J 1/J�✓�\�J 1 23 MANHOLE DETAIL SAMPLING HATCH DETAIL GAS COLLECTION ASSEMBLY DETAIL ONAWWG NUMBER NO SCALE. SCALE. 3/4" = 1�-O" - NO SCALE - l 4-M-5 1 SCALE: 3/4" 1'-0" — 3—M- 4—M-6 JO mop' 2' SCHEDULE 40 / OVELOW RING (4 REQ'D.) RF OVERFLOW RINGWALL EV.=4627.75 XN) I i y z W� 8• V-6" 2'-0' 2'-0' V-6' 12' DLC N `�^a T 2'x 2'x Y+" THICK 316L s H �< v 8' DOF. SEE DWG. 3-M-8-\ ovi F FOR CONTINUATION. \ SST PLATE GUIDE LUG �m o \ ® WITH NOTCH TO PROVIDE \ - --- ---- ---- --- , O Xe CLEARANCE, 4 REQ'D. ay DIGEST TO CENTER OF PER RING, EQUALLY `•.fi,,,R DIGESTER. SPACED AROUND RING ALUM. CHECKER PLATE COVER IN y 1 WALL. C 3 SECTION PER & SEE 583J ` I ELEV.=4625.75 Xe" CLR °1 PROVIDE EA. SECTION W/ CONT. I I - t SST HINGE AT OUTER EDGE I I 2" DIA SST EYE NUT WELDED TO RING, 2 A I - _ ,� I e REQ'D PER RING AT OPPOSITE SIDES. - I I � f /� I I •I 12' 118E SST LEVEL m I I 1 I f CONTROL PIPE o - I I OACH NE ALL MATING SURFACES OF �m„ f a F--�-, --- ---- ---1 I OVERFLOW PIPE TO PROVIDE A FLUSH J N BEARING SURFACE AT EACH JOINT. o AND a-a- ` � �—� - • _ L b' EMBEDMENT _ MOUNT NEW LEVEL PROBES AS 1 " RECOMMENDED BY MFR, PROBE ATTACH NEW WALL TO EXIST. WALL OVERFLOW RING DETAIL �� Q�JELEVA_TJION ASJPJCIJE�� W/ #5x 2'-6" DOWELS DRILLED & SCALE: 1' = 1'-0' - zz �_� a EPDXIED TO MATCH & LAP TO NEW = - iW ;; B" PDS. SEE WALL HORIZ. REINF. $N n - DWG. 3-M-8 FOR CONTINUATION SLUDGE LEVEL/FLOW CONTROL BOX PLAN DETAIL SCALE: 1/2" = 1'-0" 3-S-7, 3-M-8 ,--REINSTALL EXIST. HANDRAIL ON LSL - NEW ROOF �� ROOFING CURB. a-a_.SEE 5 SEE DWG. 3-A-4 ALUM CHECKER PL. COVER. SEE gg 5835 PROVIDE EA. SECTION W/ ALUM. CHECKER P 8' NEW MEMBRANE ROOF C NT. SST HINGES AT OUTER EDGE PLATE COVE AND INSULATION SYSTEM TOP OF NEW CONC. ROOF SLAB. R - --OOFING CURB. ram' 1 SEE 01 (SIM.) ELEV. VARIES. SEE PLAN ON �^ OPE SJ�INJE. 3-5-7 LSH DWG. 3-5-7 FOR FYP. REINF. SEE DWG. 3-A-4 '-'- -a-a- SL ---------— - _ , ELEV.=4632.883 - 1\\ (VERIFY W/ EXISTING) � o 1 1 SEE DWG. 3-5-7 l \ FOR TYP. SLAB 1 1 __ __--- ( 1 REINF. FIELD VERI ; o o COAT IN RIOR OF BDX W/ ) o u @ m 3 SYSTEM 40. 19 (BASE BID)1 ��._...�..�---.�.^�. COAL ALL NEW CONC. SURFACES COATED NEW CONC. SURFACES Q .- W/ SYSTEM NO. 19 (BASE BID) OR ELEV.=4629.00 l Q WFM SYSTEM N0. 19 (BASE BID) Z I J J 1 _�.J -�✓✓J✓J 1 SYSTEM N0. 22 (ALTERNATE BID) FOREGROUND,NEW SIDE WALLS E BEYOND AND Z Z O FOR TYPICAL WALL---,,, ALL ` 1 ELEV.-4627.75 ELEV, 4627.75 WL ALL AROUND DIGESTER TANK ABRASIVE BLAST CLEANED & GROUT Q REINF. SEE . C ALE & PAINT CXI 1 1 OVERFLOW RINGS. SEE 02 - 509" O.C.. EACH DER SYSTEM N(-1✓(BASE 81D)J/ p J ✓ J J J / WAY, CTRD. IN WALL O 1/2" DEEP x 1/4" WIDE SAWCUTELE :4 T.O. CONC. FILL ALL AROUND DIGESTER WALL l 1/ T.O. CONC. FILL ELEV.-4625.25 T.D. CONC. FILL Z � ELEV.=4624.50 = 4625.25 ELEV.=4625.00 Q CD t ELEV.=4624.6Q I d Z T.O. CONC. FILL ELEv.=4624.25 6' EMBEDMENT Q ELK 46�. I I EIEY.=4624.00 — f-- m� m� Z O I �—ROUGHEN EXISTING SURFACE TO Y+" SST SEEP RING, SEE 15805 0YP.) 1{506. O.C., EACH AMPLITUDE. w w FOR TYPICAL SLAB ELEV.=4622.00 WAY, CTRD. IN SLAB Ckf Lf] REINF. SEE . B. PDS. T.O. PIPE - N 12" DLC ELEV.=4624.50 Q O ATTACH NEW SLAB TO EXISTING WALL W/ N5x 2'-6' 0 6' O.C. W/ EMBEDMENT AS 3 Q SHOWN DRILLED AND EPDXIED TO MATCH w _U AND LAP TO BOT. SLAB REINFORCING. < Q 3 O 8" PDS FIELD VERIFY 2E 8' DOF, f ELEV. = 4617.50 Ld z I � w Q mw N 0 m PROJECT NO wn SECTION rA SHEET 1 SECTION �1 SHEET NUMBER SCALE.- 1/2' = 1'-0' - SCALE: 1/2" - 1'-0" — 24 DRAWING NUMBER 3-S/M-9 EXPLOSION PROOF MOTOR '" mg 0 im33 'y>NEW MIXER INST IAnnN/cnNaauCn N NOTES ss EXPLOSION PROOF DISCONNECT SWITCH, i�oa ya SEE DWG. 7-E-1. MOUNT PER 16105 1. THE SYMBOL " DENOTES AN APPROXIMATE EXISTING 4 n MIXER MOUNTING FLANGE PLATE •• DIMENSION OR ELEVATION THAT MUST BE FIELD VERIFIED BY Co THE CONTRACTOR PRIOR TO FABRICATION OF THE NEW '4 �� MIXER/DRAFT TUBE CONCRETE MIXERS. (SUPPORT CURB. SEE NOTES 3 2. THE F \� ANO 4. MIXER MANUFACTURER TO BE INSTALLED BOL -- DENOTES ITEMS PROVIDED THE THE L SHADE 833N p _ _ _ _ CONTRACTOR. SIGHT GLASS W 1 , 3. THE SYMBOL ••• DENOTES A DIMENSION OR ELEVATION /n... TO BE PROVIDED BY THE MIXER MANUFACTURER. FINAL DIMENSIONS MUST BE SUBMITTED IN SHOP DRAWINGS FOR :fits g \� -� REVIEW. f � L 4. OUTSIDE DIAMETER OF CONCRETE SUPPORT CURB MUST BE A MINIMUM OF 6 INCHES LARGER THAN DIAMETER OF V-BELT DRIVE W B MIXER MOUNTING FLANGE PLATE DIAMETER. MINIMUM DRIVE MOTOR AND BELT GUARD / BELT GUARD •• CONCRETE CURB WIDTH SHALL BE 9 INCHES. CONC. SUPPORT PAD, SIM. TO •s" 3003 SEE NOTE 3- 5. ACTUAL ORIENTATION OF MIXERS VARIES. SEE UPPER �N LEVEL PLAN AND LOWER LEVEL PLAN ON DWG, 3-M-8. NEW MIXER DETAIL / 1 \ 6 NEW MIXER, MOTOR ASSEMBLY, AND DRAFT TUBE SCALE. 1/2" = 1'-0- 3_M-8 SUPPORT ANCHOR BOLTS TO BE PROVIDED BY MIXER MANUFACTURER AS SPECIFIED, TYPE 316 SST, FUSION _ BONDED EPDXY COATED SHADE z �y o w s 7. ALL MIXER COMPONENTS MUST BE INSTALLED WITH -MIXER MOUNTING FLANGE PLATE VERTICAL AND HORIZONTAL ALIGNMENT MEETING MIXER ANCHOR BOLTS PER NOTE 6. MANUFACTURER SPECIFICATIONS. SIGHT GLASS co I CONCRETE CURB 8. SIZE OF DRAFT TUBE SUPPORT SHALL BE AS REQUIRED SUPPORT. SEE BY THE MIXER MANUFACTURER, SUBMIT FINAL DIMENSIONS 0 NOTE 4. i-REINSTALL EXISTING FOR REVIEW. CONSTRUCTION MUST BE DONE AS FOLLOWS: z HANDRAIL ON NEW ROOF + MOUNTING FRAME BY SIGHT GLASS MFR - /5012" EA. WAY, AT p6 HOOPS - CLEAN AND ROUGHEN EXISTING CONCRETE SLAB INSTALL PER MFR. RECOMMENDATIONS w H o g a EA. FACE AT CURB. EXPOSED SURFACE TO Ya' AMPLITUDE. e� ;;z a NEW MEMBRANE ROOF - DRILL HOLES AND EPDXY GROUT #4 VERTICAL i�k�3 i AND INSULATION SYSTEM • ELEV.=4634.50 MIN. BARS INTO EXISTING SLAB AT 12 INCHES EACH WAY WITH 4 SEE NOTE 9 (TYP) FOR DETAILS AND TYP. INCHES MIN. EMBEDMENT INTO EXISTING CONCRETE. N G q^- �EPDXY INJECTION SEAL' REINF., SEE PLAN ON ?IEP ,__,g ��I THE CONSTRUCTION JOINT � DWG. 3-5-7. - PROVIDE #4 HOOPS � AT 12 INCHES �TYP, BOTH MIXER CURBS 1 1 HORIZONTALLY, 2" CLR. OF ALL SIDES OF SUPPORT, WITHDIGESTER ROOFNG BY Fq g d ELEV.=4632.88t TWO ADDITIONAL HOOPS AT TOP OF SUPPORT. SEE DWG. 3-S-7 SIGHT GLASS MFR(VERIFY W EXST. FOR TYP. REINF. SEE 1 005 APPLY CONCRETE � POURING NEW CONCRETE. E BONDING AGENT PRIOR TO SECTION LCv.=IdL--.'• 9. PROVIDE SINGLE PLY MEMBRANE FLASHING ANDb NEW DIGESTER CONCRETE ROOF. TERMINATION BARS AT ALL ROOF PENETRATIONS PER MFR'S I SEE DWG. 3-5-7 FOR DETAILS RECOMENDATIONS. ; I_ MIXER SHAFT AND TYP. REINF. FLOW DEFLECTOR- I" •• aLL DESIGN SLUDGE ELEV. = 4627.90 TO SIGHT GLASS DETAIL �2� 4628,65 MAX. SLUDGE LEVEL=4629.00 NO SCALE 3-M-8 3 '• ANTI-VORTEX SUPPORTS SWAY BRACE- REQUIRED -•- AS REO'D. BY MFR. BY MFR. SIZE k LOCATION ,,Ioom0 AS DETERMINED BY MFR., AS al m =o I SPECIFIED, CONNECT TO EXIST. m qm WALL W/ SST EPDXY ADHESIVE < = a o ANCHORS'• PROPELLER. SIZE AS REQ'D. BY' MFR., AS SPECIFIED I Z V) Q O Z•• MIXER DRAFT TUBE, SIZE AS O � � REQ'0. BY MFR., AS SPECIFIED. mQ U_ w N J V 8 Q O H b :5 W N � 0 z Q CL Q ~ n V Z 6 ORIENT ELBOW 90' FROM -- O TANK RADIUS IN DIRECTION w SHOWN IN LOWER LEVEL ,-DRAFT TUBE 2 E PLAN ON DWG. 3-M-8. SUPPORT "' Q U w � In vt cr ANCHOR BOLTS w O w o PER NOTE 6. •• Q Z (2) ADDL. TIES O Q T.O. SUPPORT w AS RECOMMENDED BY Q N 3 MIXER MFR., 2'-6" MIN., V) N4'-6" MAX. z o Q m Z w a a N f o O w [D N NEW CONC. SUPPORT, SIZE m AS REO'D. 8Y MIXER MFR., O 5'-6- CONSTRUCT PER NOTE S. i PaaECT No 1 MIXER 041703:.01-0400-01 o SHEET Nl1MBER SECTION (A :5 SCALE: 1/2" = 1'-0" - DRAWING NUMBER 3-M-8 3-5/N7- 10 mom DIGESTER CONTROL BUILDING DEMOLITION NOTES: 1. ALL DEMOLITION AND SALVAGE WORK SHALL BE COORDINATED AND SCHEDULED AS injig Ni SPECIFIED. THESE NOTES PROVIDE A BRIEF SUMMARY OF WORK. SEE SPECIFICATIONS FOR i o DETAILED REQUIREMENTS. nWwi �o 6" RAW SLUDGE DRAWOFF PIPING M Su EXST. / 2. EXISTING STRUCTURE. EQUIPMENT, AND PIPING DRAWINGS ARE FROM 1969 AND 1981 �� REMOVE ALL EXST. - BELOW TO IC REMOVED. SEE© REMOVE ALL PIPING I/ RECORD DRAWINGS. FIELD VERIFY ALL INFORMATION AND MAKE FIELD OBSERVATIONS AND WWo 3" PVC DG PIPING - FOR CLARIFICATION 4 M 3 3 PVC DG PIPING "'Ra EXST FLOOR �� '�10"A24X. LOCATION OF je,,V/ _ r ELEv. _ 4601.00 10'X2s' BEAMS ABOVE.! MEASUREMENTS FOR ITEMS NOT SHOWN. DETAILS ON THESE DRAWINGS ARE FOR CONVEYANCE APPROX. BOTTOM r OF GENERAL REQUIREMENTS ONLY. ,�^ Fi F'd=a60F 62 (TYP} � 3. EXISTING FACILITIES ARE SHOWN AS SHADED. NEW WORK IS SHOWN IN BOLD. ''r M`a33N REMOVE EXST. 6 RAW � y _/ / - SLUDGE INLET VALVE AND PIPING REMOVE ALL 2' PVC DG �W _ BETWEEN FLANGES. SEE©FOR =-- r--�i PIPING TO COMPRESSOR 4. REMOVE OR MODIFY ONLY THOSE FACILITIES SPECIFICALLY SHOWN FOR 7 r a " +----- _ CLARIFICATION 4-M-J_ .. _ REMOVED 6" RAW DEMOLRION/MODIFICATION. CONTRACTOR SHALL PROTECT ALL OTHER EXISTING EQUIPMENT, ��Q.� '` SLUDGE INLET PIPING REMOVE EXISTING 6" RAW STRUCTURES, PIPING, ELECTRICAL, AND MISCELLANEOUS FACILITIES FROM DAMaCE, WHETHER s`�y SPECIFICALLY SHOWN, OR NOT SHOWN. ANY EXISTING FACIUTIES DISTURBED OR DAMAGED BY _ SLUDGE VALVE AND PIPING � � ' ��!l CONSTRUCTION ACTIVITIES AND NOT SCHEDULED FOR DEMOLITION SHALL BE REPAIRED OR REMOVE EXST. 3' DG ELBOW -2 yr _iwr y--.J l l REMOVE 3' DG ELBOW, GAS SEDIMENT REPLACED AT NO ADDITIONAL COST TO THE OWNER. \ 4 PRE of ke GP_ AND ALL 4" PVC DG PIPING �- -14 TRAP/ACCUMULATOR AND DRIP TRAP, AND ALL 4" PVC DG PIPING. 5. SALVAGE EXISTING HEAT EXCHANGER, BOILER ACCESSORIES, DIGESTER CAS SYSTEM SEDIMENT TRAP WAS - - - ACCESSORIES, AND ANY OTHER ITEMS AS SPECIFIED, AND DELIVER TO THE OWNER'S -777r'm PREVIOUSLY REMOVED - 1} '�"r - - - j _ cts� -'aeb„-Rv�a:,cv c DESIGNATED STORAGE AREA. .a4A5Vrl� 1.. REMOVE RAW a �- L".PLN�SC4QiF.N4YE' 6. ALL ITEMS NOT SPECIFIED TO BE SALVAGED SUCH AS PIPING, VALVES, ETC. SHALL 6E � SLUDGE INLET - _ - I-��+ �".PFU.te- S.&,4 w- raf4l✓"i�r REMOVED AND DISPOSED OF OFF-SITE AS SPECIFIED. sz yt Cf wzd,/ VALVE --i--�` -_ _ -5" DIG SLUDGE DRAWOF` 7. CONTRACTOR MUST FIELD VERIFY ALL EXISTING FACILITY DIMENSIONS, ELEVATIONS. AND ,Q'Ld'Y uaWlGf La/YLal9�' -rL - I:.�., 'IF i 1_ _ - ,�. �.,R �- SIMILAR INFORMATION BEFORE ORDERING OR FABRICATING NEW EQUIPMENT, PIPING, AND �,•�, A:c6PifEI.4w%Q�f Ili- il - )II_ - - -� ACCESSORIES. SEE DRAWING 4-M-5 THRU 4-M-8 FOR NEW FACILITIES DETAILS. o C - t� ise�Over C Z SLUUUL J L.� 8. ALL PVC DIGESTER CAS PIPING IS TO BE REMOVED. MOST WILL BE REPLACED WITH SST I I �Y/eSffY.�G�SIER 4—M-3 PIPING AS SPECIFIED. IN SOME AREAS, EXISTING PIPING IS PRIMARILY PVC WITH FINAL 4—M-3 �rn RECIRV ( SLUUO6 _C'RC 1�E.a6E1JEf PORTIONS BEING STEEL PIPE IN THOSE AREAS, LEAVE STEEL PIPE IN PLACE FOR CONNECTION a _I \ T_ S'�� T° NEW SST PIPE UNLESS NOTED OTHERWISE. 5 o a-Iar6IfLiI�INAr51-- REMOVED/REPLACED EXIST 4%3' D.I. vd YCt11lJI{l'l.K:'1!. - l CONCENTRIC REDUCER W/ 4"x3" S.S. f�A6C371SFl,f/1Tr 1tl,. -- ECCENTRIC REDUCER, SEE GROUP DWGS..I EXIST. 4" DG PIPING IN DIGESTER #1, Q (REMOVED/REPLACED�r4' DG PIPIT rf) `- -I- `REMOVED/REPLACE IN DIGESTER NO. 2. REMOVED/REPLACED PIPING BELOW TO BE REMOVED. W 1P o i R' l EXIST. 4'x3' D.I. CONCENTRIC REDUCER) `I-DIGLSTLD SEE©FOR CLARIFICATION. z w w u SUIDGF ruM. a-M-3 z,, z 1,W/ 4"x3' S.S., SEE GROUP 3 DRAWINGS)0 I 4" -. -- - �, _ _ I ITYF liF lPIPING �4�= d REMOVE EXIST. DRIP TRAP AND a l REMOVE EXIST. DRIP TRAPS AND PIPING. I REMOVE B" SLUDGE TRANSFER PIPING U tea,. TO APPROX. LIMITS SHOWN. COORDINATE ..Z. k: DG PVC PIPE CONVERTS TO STEEL AT ! I l `� kti /I EXST. ONG SUPc'��k LENGTH OF PIPING REMOVED WITH DWG. 4-M-5. O �_ BEND UP THRU FLOOR, SEE NOTE B \!\ _ •.n (npvRO>. w �" (NOTE: TYP. FOR OTHER SIMILAR PIPING -f �I"Wx8'-4'1x 15K"H) p SITUATIONS - TO BE FIELD VERIFIED). I C --_-_ - _ REMOVED EXIST VALVES. PIPING, RECIRCULATION�� PUMPS & GONG. PADS. & HEAT EXCHANGER FOR w g I, REPLACEMENT W/ NEW SYSTEM. DISCONNECT TWO y ` 3' WATER LINES INTO & OUT OF SIDE OF HEAT A N ( EXCHANGER REMOVE EXIST. 2 HP PUMP MOUNTED �I TO CONC. SUPPORT PAD (SALVAGE PUMP PER --' g 4-M-2 V2' NC MAIN fl CD NOTE 5). REMOVE WATER PIPING TEMPERATURE AREATION BUILDING I _ - `'� ` CONTROL VALVE FOR REPLACEMENT W/ NEW VALVE.) O r� LL d _ EXIST. CONC. PAD TO REMAIN. MODIFY PAD AS ) REO'D. TO ACCOMODATE NEW HEAT EXCHANGER. A ( SEE DWG. 4-M-5 FOR DETAILS OF NEW T NIT. 4—M-2 EXISTING GAS COMPRESSOR, MOTOR, SILENCER, m L .aldF�[e_�sC SEPARATOR AND ALL OTHER ACCESSORIES 3 p a a w ALREADY REMOVED BY OWNER. CONTRACTOR Exp. l WIDE " 7 HIGH -- - SHALL REMOVE EXISTING CONCRETE SUPPORT u g o S PIPE TUNNEL APPROX. - PAD FLUSH WITH FLOOR. GRIND SO FLOOR IS FLOOR EL EV s 4603.00 - _ " SMOOTH. Q 'Y lKltl9r0 - _ _ REMOVE EXISTING VENT (CAP AT WALL) Z Q AND EXISTING DRAIN PIPING. O O - 2-DG '--0't 2-.;'i- Q REMOVE TO END OF I� I U o •,n� REMOVE ALL 3" PVC OG AND 1' PILOT NG PIPING IHSULA LED / TO END OF PIPE TUNNEL. CAP BOTH PIPES AT END TRENCH. SEE PLAN. I W PIP" 1` Q OF PIPE TUNNEL. DO NOT DO THIS WORK UNTIL - -H w- p` EXST. WASTE GAS BURNER IS ABANDONED. Q- I _ _ - I � �! Op REMOVE ALL 2' PVC DG PIPE FROM COMPRESSOR TO _ - Z Z Z 1 END OF PIPE TUNNEL. CAP AT END OF PIPE TUNNEL. To� - Q Q <` Q O z m i i•I - -E�v�- < F-O NOTE THAT PIPING IN TUNNEL IS r w O r STACKED ALONG SOUTHWEST WALL _ l 1\�- J AND IS NOT AS SHOWN HERE IN �- (REMOVED AFTER /r - 1 H U 0 E EXIST PLAN VIEW. FOR ACTUAL PIPING //^^ . WASTE CAS Of w e LAYOUT SEE DETAIL 1 1 LHURNER ABANDONED) I, VJ ( �, w p \ (REMOVED AFTER -� 3 Li w -) EXIST. WASTE GAS w W BURN —PRIMARn l_:. �PrRljx_ FUNNEL FLOOR r^ ABANDONED) ` xL � Q O J ELEV. c 4503.00 - ?� of tt (TO BE MODIFIED- W SEE PLAN) Q O � Z 7,IPPORT RF',.A�INf: r 4 m O w I- m N O m PRCULG l �! 9<17.0}2 01-D400-fi 1 SHEET NUM6ER EXISTING PIPE TUNNEL DETAIL �� LOWER LEVEL DEMOLITION PLAN SCALE: 1/2" = ,-°" _ Z6 DRAWING NIIM6FF T SCALE: 3/8" = 1'-O" w3p m0 CAP 34"W, REMOVE PIPING :�za DISCONNECT EXST. 3" HOT WATER TO GAS COMPRESSOR. 0 a EXST, 8- 'VENT PIPING INTO AND OUT OF HEAT ow o$ p ABOVE DICE�Tt F' EXCHANGER (2 PLACES). REMOVE r6- PSD FROM ioy'o 2� r PI ITf. ROOF FOR PIPING MODIFICATIONS IN rt EXST. HW MIX/TEMPERATURE GRAVITY THICKENED N / DIGESTER NO. 1 SLUDGE CONTROL VALVE. n TRANSFER/FLOW CONTROL BOX, - -- - -- --i. TO LIFT STATION III _ _ SEE MD �L- ,_. 2` COMPRESSED GAS �- 3-S/M-6 _ 1 __ - - -- T!1 �.Tpv41;F '4N✓ 213j4,•`,,,; r REMOVE 2" PVC DG - iI --- -q --- G- �y*•: 'z W • PIPING COMPRESSOR. O - - AND OACC ACCESSVE ALL 2"ORIES FROM PIPING GAS COMPRESSOR. REMOVE TWO 6" ELBOWS AND -- --- - TWO 6" PIPE SPOOLS. ALSO ' /-�- THICKENER `w -- SEE QD FOR CLARIFICATION MOVED EXIST. �.-� l - --- -t - I 4-M-3 1, REMOVED EXIST. RECIRCULATION -- -Q_ s PUMPS & CONC. PADS (TYP 2) l I - .Y m ✓�J 1 + _ & ASSOCIATED PIPES, VALVES, & � 1 ♦�- � r�ITFINGS, SEE A FOR CLARIFICATION) REMOVE ALL PVC DG PIPING AND ALL DG VALVES, METERS, AND OTHER ACCESSORIES FOR REPLACEMENT WITH • ° � l 11 } ' ALL NEW PIPING AND ACCESSORIES. --- i •e > 1 � ALSO SEE�FOR PLAN VIEW. - - ° - REMOVED 8" PIPE(BEHIND), TEES- VALVES. FITTINGS, & 0j" GALV. I � '� -\J --_ jSTE. SAMPLING PIPES FOR MOR, REMOVE I " GALV. STEEL SLUDGE SAMPLING PIPES. PLUG TAPS ONe� ��( / `LARIFICATION, SEE J'� 1 DI SLUDGE PIPES. FOR MORE ✓��J�"4-M-3� �✓ CLARIFICATION, SEE 4-M 351M). 1 l ff m Li .�:ldF:"":ffGi•'-1tiTi?'dL�'isfCi(F 1 [y,F=-�+•..�s.-=.- -- - ` ✓ J 1 EXISTING GAS COMPRESSOR \. .f'l.�IE 6!•M:.�'7 ) - REMOVE EXST. 4" AND 6" HAS ALREADY BEEN REMOVED z z r \ �� ,�•, �` Y.� yny�,.��,- n'.•I .7E l 1 REMOVE EXST. 2HP _�" .a... - SLUDGE PIPING AND VALVES BY OWNER. CONTRACTOR c� w w r 1 i�A3 .}>/E.'F.P ��•I f• ,7 M1't.e' �4 y.N ..f PUMP AND STEEL TO LIMITS SHOWN SHALL REMOVE CONNECTING l G" SUPPORT EFPUMP r� TO REMAIN. MODIFY AS PIPING AND ALL _ IIII ( REMOVE AND REPLACE CONCRETEACCESSORI PAD.REMOVE GRI D �n REO'D TO ACCOMODATE �j �r�-g TO OWNER NEW UNIT) WITH NEW UNIT. CONCRETE SMOOTH, FLUSH -q Qi WITH FLOOR. DEMOLITION SECTION �� SCALE: )k" - 1'-0" 4-M-1 REMOVED EXIST. SLUDGE I�1I o •" i" w. TOP OF FLOOR 'a' \ TRANSFER LINE & DRAWOFF) m � `PIPE CONNECTIONS AND Q I U SAMPLE PIPING J✓J7 I �L'J'I • j' sysv cos f. l e•a EXIST. SLUDGE OVERFLOW REMOVE MANOMETERS AND T • �/f/�fJYG7/GS7fit" (SUPERNATANT) AND SLUDGE PIPING ATTACHED TO m F TRANFER LINES FOREGROUND) REMOVE ALL EXISTING DIGESTER WALL. s I NOT SHOWN FOR CLARITY -/ DIGESTER GAS PVC PIPING, �' ` VALVES, AND ACCESSORIES SEE PHOTO DETAIL BELOW' o T �^�.��. —(._ �- FOR MORE DETAILS. 3 p o W I __.: brf6FJ Lf-►.S TO -t� REMOVE 2" PVC a PP•'/'7.if�/'i� DG PIPING TO GAS �y�y I�t7 F =_ 4) NI ---� 1�>•rl I _ - —Lr� COMPRESSOR. R13o'cr`",�..P+n - sL _ - z:T i '� .(67tZ2•Ytafi a'\ '. ' 'y<` 4•• r/ Q DIGESTER - - NO, t PLAN VIEW 0 _ O V) o d - 1 a z cn -J a l y z ou I 1 1 ) F d I ` - uJ Lo _ _ p n --- -. EXST CONC PAD\` \ w O -J REMOVE EXST. 4" AND - 0 6" SLUDGE PIPING TO : ��^ V "\ I Ln I REMOVED EXIST. RECIRCULATION Q REMOVE EXST. 4" VALVE, 4 LiJWt k FLOOR w a LIMITS SHOWN. FOR PIPING AND ACCESSORIES, PUMPS & CONC. PADS (lYP 2) ELEV.=4601.00 _ 3 O CLARIFICATION ALSO AND HEAT EXCHANGER SEE BQ. ` & ASSOCIATED PIPES, VALVES, & > EXIST. GAS COMPRESSOR ALREADY FITTINGS, SEE FOR CLARIFICATION EXIST. c - `.✓J J ✓J✓✓✓✓JQ REMOVED OWNER. CONTRACTOR _ SHALL REMOVE ALL ACCESSORIES & � Z E CONNECTING PIPING. CAP VENT AT I N Q $ DEMOLITION SECTION �A� WALL AND ROOF. o m E m 'SCALE. 14 = 1'-0' 4-M-1 �• O e m o i PROJECT NO. PHOTO VIEW 041703201-04o0-0111 SHEET EXISTING DIGESTER GAS PIPING DEMOLITION PLAN DETAIL NUMBER d ( 1 DRAWING NUMBER i NO SCALE 4-M-2 REMOVE ALL PVC DIGESTER GAS PIPING (TYP) REMOVE EXST DRIP TRAP PIPING 6rRAW SLUDGE INLET If L R- --- - VPPER FL,,,-,+- I PIPING REMOVED, SEE 1 z=Wo ELEV=a57t 00 `4-M-1 FOR CLARIFICATION o f o IL ��Jlll ;_lrK: I -r. I , j77 i J� F." RAW C INLET-rtA �T" - SLUDGE INLET �,......... 3 ELEV. li08.6: 1 N� "IL, REMOVE EXST. 6" VALVE 6' RAW SLUDGE INLET PIPING 3' WALL PIPE r•� DRAWUFF GAS AND PIPING BETWEEN BEYOND TO BE REMOVED.WAU_ PIPE - SEDIMENT FLANGES AS SHOWNSEE PLAN ON DWG. 4-M-1TRAP WAS REMOVE EXST. 3" FOR CLARIFICATION.PREVIOUSLY G R" l EtEJ=4605,33 REMOVE 3" STEEL DG ELBOW --4' GAS DRAWOFFif STEEL DG ELBOWREMOVED _AFTER WALL PIPE - � REMOVE LJtXIST, WALL PIPE AND CASREMOVE EXIST. DRIP 6'VALV6i_ ^-f- AFTER TAP/ACCUMULATOR TRAPS AND PIPING N�._ ' II� E EXIST. 6" RECIRCULATION aEc P� s�ux� To�UA�iREMOVED,1 a .(-- SLUDGE�ORAWOF` 1- --VENT ""OM , uu:E>l. o -- 1 i i. 'K. 1 I .a X F APB NI IX i Evv 4- ;' t r,Fo=45:�4 1 �.�i. c- Prw uracYE cirCd2 RSII�- r C �_. _J - .' III �"II � � JL�� .��✓✓� - � ) � � 1 � - 1 ----- -- � BE D' L6" 4 LLLV.=4t•1i:,Jt 1 1 ✓✓ -OWLF FLOOD 6'DIG SLUDGE REMOVE EXST. 6' PIPING AND DRAWOFF 1 - - REMOVE EXST. 6" PIPING, REMOVE EXST. 6" VALVE SUPPORTS TO APPROX. LIMITS l - \ 6' VALVE, AND SUPPORT AND SUPPORT SHOWN. COORDINATE ACTUAL BETWEEN FLANGES AS LENGTH OF PIPING REMOVED SHOWN. WITH MODIFICATIONS© l 4-M-7 REMOVED EXIST. 6" PIPE --i✓...i✓ - '� j '- �^%` DEMOLITION SECTION (—c� l,. FlrnNcs SPOOLS. FOR I / I- PULL cNA/NOPOEJPATOR WORE CLARIFICATION, ALSO EXST. J%QVV d.4L!/ES Lj} 6-N SCALE: 1/2" = 1'-0' 4-M-1 ....� SEE 7IANDRAIL t' ( 1 d Ji¥ TOP OF INTERMEDIATE STAIR LANDING APPROa ' ELEV.-4621.50 i-XST MASONRY WALL -I b REMOVE PORTION OF 8" PIPING TO APPROX. LIMITS SHOWN. COORDINATE p 11 -- - LENGTH OF PIPING REMOVED WITH V Qp 4-M-7 .1f I` NEW 8" TEE It =t 17. _ v 'TAP N/PPLES WITH ,- - m J - L%ACVES F017 BACK- / - ` _ •� �I o =o FL 41.4/UAf-. l I J 3I Nmo ''r4 /NG /OWNER REMOVED U¢" GALV. STL SAMPUN } _= F`� REMOVE EXST. 3" DG STEEL 9 PIPES, VALVES, SAMPLE SINK, do AC�SSORIE�/ 1 STAIRWAY TO LOWER - -- J�-�'�-�- - -��-� '-�� _ ELBOW NEAR DIGESTER NO.2 LEVEL. FOR PIPING - - - 11 �� _ �I � WALL, GAS SEDIMENT Z DEMOLITION DETAILS, '.I�� NOTE: SAMPLE SINK _ Lt \ TRAP/ACCUMULATOR WITH N Q SEE DWG. 4-M-1 r cl '{.,� t7= t;�...�w -_ _ - -.� AND SAMPLING PIPES I DRIP TRAP, AND ALL 4" PVC Z ~ DIGESTER NO. 1 I '1 -r.{ L ACTUALLY LOCATED ON '�`��'•` 1 DG PIPING. O Z .-fit. .wo I'l I 1 _. _ _ _ ,vw w R WL O (SEE CROUP 3 DWGS) I -� �� y OTHER SIDE OF 8' INSTALLED NEW OILER FRE9FF` \ SUPERNATANT PIPING. AIR INTAKE ON EXTERIOR WALL ABOVE DOORS, SEE DETAIL J \ - - -- PLUGGED SERVICE SEE DWG 7-E-3 To��- + 1 4�M-t ��.1._�. 1' �j Q`SADDLE 11 3" TAP Vl �\ ��.. 1 ✓✓_J_l UPPER FLOO- 0 Q FOR MODIFICATIONS \ >ti, ( -- -_-- -- - =4StT O( Z ` C�W I Z Q N 4` Pvc JFOR EXISTING BOILERNON-FDEMOLITION DETAILS, WATER SU3' STFtt Z SEE DWG. 4-M-4 _-/'J'i`�� L- a L ",_ - _:!>fgNATANT _ R.4W Sl UOGE w O In - , E4FLOWV_./ -- — 2 E Z t ELEV-4608.%. !NiE.- r O _ i ELEV-46U8.67 a' Z 1 Y$ ~w BE1 OG6E�50RANSF£A-`j� _ GASACCL!MLIiATOR cr u w � - I � - W'!TiI JR/P TFr•-' ~ �Vl a w Z n 1 w 0 u INSULATED NEW✓ Ij ,MTL. DBL. DOOR �t ,T��, Q o _ 1 " ORAWOFF Z E ♦ fks l ELEV=46W.33 Q °1 FOR DIGESTER GAS ::E Z m° PIPING DEMOLITION IN _ RAW SL UDGt w a DIGESTER NO. 2 N THIS AREA, SEE DWG (SEE GROUP 3 DWGS) DRA WOFF O w 4-M-2 _--t ELEV-4602 13 m N j FOR SLUDGE PIPING m N DEMOLfFION IN THIS LOWER FLUOR nAREA SEE .FV-4601.130 PROJEC7 N0. o - //,��\ oan.oaz n o+-o400-o t DEMOLITION SECTION / u ` SHEE728VMBER DIGESTER BUILDING UPPER LEVEL LOCATION PLAN 1 pRAW NO NUMBER SCALE: 1/2" - l'-O" 4-M-1 SCALE: 1/8" = V-0- 4-M-3 MATERIAL SYMBOL~ TOPOGRAPHIC LEGEND MECHANICAL LEGEND AND NOTES PIPE AND FITTING SYMBOLS VALVE SYMBOLS mmUz muxc LMIFZui EiENEBAL PPING NOTES __ SMIGLE LINE �_ �� EXISTING PIPE SCREENED BOUNDARY AND/OR PROPERTY LINE (SCREENED) $gyp o CONCRETE. 1. LAY PIPE TO UNIFORM GRADEHA BETWEEN INDICATED ELEVATION NEW PIPS POINTS, MINIMUM COVER SHALL BE 6'-U' UNLESS OTHERWISE 1 — � KNIFE GATE u o W l —•—• FENCE LINE SHOWN. 'L('.g g ^�!/�//�/�/�/�/-�{} EXISTING PIPE TO BE ABANDONED -0— BUTTERFLY Fes--'--'-'--'-�-H - EASEMENT LINE 2. SIZE Of FITTINGS SHOWN ON DRAWINGS SNNI CORRESPOND a.._�-ir+:atir EXISTING PIPE TO BE REMOVED �"— GLOBE �rc CMU PLAN TO ADJACENT STRAIGHI NUN OF PIPE. UNLESS OTHERWISE �� BALL INDICATED TYPE A J(XNl ANOF IITTNC MATERIAL SHALL BE WELDED JOINT y SECTION UNE OR DLC UNE THE SAME AS HOWN HOR AN STRAIGHT RUN Of PIPE. —re} PLUMBING FIXTURE INDENTIFICATION o ela3 ffAff 1 GROOVED END JOINT - FLEXIBLE VEE-� N CENTERLINE 7 3 LOCATION AND NUMBER OF PIPE HANCERS AND PIPL SUPPORTS `�, �{/SEAT PORT zu P`DZ� CMU SECTION O SHOWN IS ONLY APPROXIMATE ANAL SUPPORT REQUIREMENTS -�-i'�1- - GROOVED END JOINT - RIGID �l�- ECCENTRIC PLUG W/REQUIRED FIOTE: A150 SEE LEGENDS £ p a SHALL BE DETERMINED IN THE HLUD AND APPROVEU BY THE --YY JJ SEAT LOCATION A GROUP 10 DRAWINGS Z ma- 9T BURIED TELEPHONE ENGINEER PRIM TO INSTALLATION. MAXIMUM SPACING SHALL�j -- N LAGED JOINT op� BE AS SPECIFIED. F PLUG OR COCK OF DRINKING FOUNTAIN ¢g ROAD (EDGE OF EXISTING PAVEMENT) P MECHANICAL.JOINT —>`t— FULL PORT PLUG ffw EMERGENCY EYE WASH * {„ METAL STUD WAIT PLAN 1. APPR17MtIATE STANDARD WALL PIPE DETAIL SHALL BE USED KSK Olt- NEEDLE SINK ¢ PRO' WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL UV LAVATORY -� E%ISTING CULVERT - HUB k SPIGOT JOINT DIAPHRAGM SHOWER ( m 5.ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS RUBBER GASKET PUSH-QN) SH PTERS SWILL lea- PINCH SINK - A HORIZONTAL/VERTICAL CONTROL POINT BE PROVIDED WITH THRUST TIES, BLOCKS,OR ANCHORS, UNLESS - - BALL JOINT ---fly SWING CHECK AH SAFETY SHOWER STUD WALL PLAN OTHERWISE NOTED, THRUST PROTECTION SHALL BE ADEQUATE FOR CONTROL POINT TEST PRESSURFS SPECIFIED —s9� —10-- DOUBLE DISK CHECK SSN SERVICE SINK a FLANGE COUPLING ADAPTER WC WATER CLOSET S BALL CHECK ON WATER HEATER 6. SHALL B LEGENDS.AND PIPE USE IDENTIFICATIONS SHOWN _d 14_ FLEXIBLE COUPLING � HOSE VALVE WS WASH STATION ��H� + COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER UR URINAL MASONRY VENEER APPI-ICABLE, ALL OF THE VARIOUS APPLICATIONS ARE NOT BORING DRILL HOLE LOCATION AND NUMBER. NECESSARILY USED IN THE PROJECT. -� - --'-g-� THRUSS"TLLnEOLIPLINC WITH --��' X- qp IN SPECS VALVE VC VANITY CABINET 110.N STEOi7G1%)IS— B DN/1 SEE SPECS FOR BORING LOGS. _ c. _� -- 7 TI/R1151 BLOCKS ME NOT GENERALLY SHLIWN ON THE ORAWIN('S. _ _ STEEL BELLOWS �-II NON FREEZE HOSE VALVE WITH NOSE RACK - z { o 32400 SURVEY HUB AND TACK WITH STATION -` ` EXPANSION JOINT X = NO. IN SPECS n ALL BURIED PIPING SPECIFIED 7D BE PRESSURE TESfEO, EXCEPT VALVE ACTUATOR SYMBOLS GYPSUM WALL BOARD WELDED,GROOVED END OR SCREWED PIPING, SHALL BE ELASTOMER BELLOW"_ .S)- SAMPLE PRWIDED WITH THRUST PROTECTION AT ALL DIRECTION --t}'— EXPANSION JOINT u MUD U.S. GOVERNMENT BOUNDARY MARKER. CIANGLS, UNLESS OTHERWISE NOTED, SEE THRUST DETAILS ANFi NOTES ON DRAWINGS 1-G-3. p,-- ELBOW UP A! PRESSURE RELIEF L?{T1 PNEUMATIC W/POSTPONER RIGID INSULATION N BM-2 BENCHMARK LOCATION AND NUMBER 8 WHERE A GROOVED END COUPLING IS SHOWN, D STALL BE THE i IFS . AIR AND/OR VACUUM RELEASE O POINT OF INTERSECTION, SET 5/8'X 18' RIGID JOINT TYPO, UNLESS OTHERWISE. SPECIFIED WHERE At�F-- - C ELBOW DOWN [�M PNEUMATIC W/SOLENOID z FLANGED COUPLING ADAPTOR IS SHOWN,A STANDARD FLANGE REGULATED SIDE L� REBAR SHALL BE JOINED TO THE COUPLING ADAPTOR, � T TEE UP �74�pRESSURE CONTROL -A---------` A P-3 PIF70METER LOCATION AND NUMBER ,o l- ELECTRIC w in rc a + E3ATT INSULATION A. VALVE BOXES REQUIRED FOR ALL VALVES IN A BURIED SERVICE. ow m � MULTI-PORT VALVE z - X 1000 EXISTING GRADE DOWN 'Y (YLLLEY VALVE SHOWN. FOR 07HER VALVE 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY ES,APPROPRIATE VALVE SYMBOL SHOWN. I`tZI ELECTRIC W/POSITIONER APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE - v� LATERAL UP ARROWS INDICATE FLOW PATTERN. SEAT POR�S Y' 1000 FINISH GRADE CONVT.NIFNI REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. ARE IMPLIED BY INDICATED FLOW PATTERN PLYWOOD T SOLENOID I! HYDRAULIC U f!m 11 THE CONTRACTOR FOR THIS CONTRACT IS CONNECTION FOR - �- —EF-+ LATERAL DOWN -T�il 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING 1HE CONNECRON OF THE � ..Z..,�`��e Y PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS X I-g -- CONCEN1T21C P.EDl10ER [[ ., STEEL EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND MANUAL w 8 g€f; TO THE WORK OF OTHER CONTRACTORS,AS NOTED. MISCELLANEOUS PIPING SYMBOLS 12- EXISTING TREE W/ APPROX. TRUNK DIAMETER 1 ECCENTRIC REDUCER ^y N 12 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE IS SOLENOID w THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE. �•---, �� STRAINER —Nlr UNK1N —� SIGHT GLASS R p ® WOOD. HOUGH CONTINUOUS BUSH THESTRUCTURE CONTRACTOR SHALL EXPOSE THE TIEXISTING PIPE OR -�- —1,11A FLEX (ELASTOMER)PIPE CONNECTION w V. Rtl STRUCTURE TO VERIFY 17S EXACT IOCATKIN. SIZE. MATERIALS. —IE BOND RANGE ( a NEW TREE AS SPECIFIED AND INVERT ELEVATIONS. 4 PLUG T GAUGE WITH COCK v�WOOD. ROUGH NON-COMINWUS SIGN, ONE POST OR TWO POST �- , CAP THERMOMETERYc o - � T 0 EXISTING MANHOLE PIPING DESIGNATION ANCHOR L� �4 ROUMETER PIPE AND FITTING END PATTERNS WOOD, FINISHED 0 NEW MANHOLE EXAM E -�T E!"90 DEGREE (A�' GALVANIC ANODE 8 BELL - IB'RW CROSS XXO, AIR SET S SPIGOT c} EXISTING UTILITY OR TELEPHONE POLE ELX= SUPPLY PRESSURE - PSIC 'Te RTW S NEW UTILITY OR TELEPHONE POLE I `PIPE. USE FLOW STREAM IDENTIFICATION LEGEND, ON �� TYPICAL INSTRUMENT SYMBOL F FLANGE g o o GROUND SURFACE. ♦ L _ g� (' DWG. 1-G-3. SEE PIPING SCHEDULE IN THE SPECIFICATIONS. TEE pg_T_2 (SEE k C LEGEND) PE PLAIN END �o DITCH SNOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER � GE GROOVED ENO E!"45 DEGREE )E FIRE HYDRANT 4 P""`...."'...."- MJ MECHANICAL JOINT 3 o: ACOUSTICAL FILL CREEK/RIVER W/ DIRECTION OF FLOW I �� CATHODIC PROTECTION TEST STATION VALVE DESIGNATIONS � CATHODIC PROTECTION ANODE PO PUSH-ON �10001 EXISTING CONTOUR -.r. UhTML ARCHITECTURAL LEGEND CONTROL VALVES: oa �r FILTER F Z ACTIVE 1000 NEW CONTOUR DESI GNATION E VALV A$ P� NJ P N Q - 1,�INAC7NE SHOWN ON PAIR Z x=PROCESS VARIAOLE NOTES INDICATES PAIR Of DOORS ® EXISTING STRUCTURE TO BE REMOVED • ��FLC%V LKRECIION 1. ONLY FLANGED FIND CGS WITHO T ARE SHOWN HERE AFORRE DOUBLE GATE SYMBOLS o VALVE SYMBOL UNE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN Q NSIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING L-Ave PLAN VIEW U DOOR NUMBER EXISTING STRUCTURE • SPECIFICATIONS, It MANUAL VALVES MISCELLANEOUS MECHANICAL/ o V) 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC O w WINDOW TYPE ONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END I C_ SLUICE F- a F EXISTING AC. PAVEMENT • -II- O a A21 OWC NO. WIN CONNECMONS FOR SINGLE TINE PIPE AND FITTINGS. Irk PLUMBING SYMBOLS Z y3 - DETAIL. OCCURS ON 8'-V40T11 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR III '� BUTTERRi Z p 111 F NEW AC. PAVEMENT " SIZE OF VALVE-N I SCREENED AND H NOTED AS EXISTING, NEW PIPING AND tf .� 1U3 ROOM NUMBER � EOVIPMENT IS SHOWN HfAW LINED. PRESSURE SWITCH R Q I VALVE DESIGNATION OI - - GRAVEL SURFACE • VALVE TYPE, SEE 4. UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL �' FLAP T� HOSE RACK (TYPE AS INDICATED) �- NO NOTE INDICATOR w SPECIFICATIONS DRAWINGS, uJ Z SHEAR F CONCRETE WALK • III SSH-�Y SHOWER AND EYEWASH � J X - NO. IN SPECIFICATIONS a W W I � ACCESS HATCH - ' OMITS OF TOPSOIL AND SEEDING (_;ENLT\AL i��1TE1,. - FABRICATED SLIDE x - F - FLOOR CLEANOUT LO INDICATE HINGE SIDE: SIDE WHERE ONES XCO D - DECK CLEANOUT 0 MEET (RIGHT SIDE ON SYMBOL) I STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON 0— W - WALL CLEANOUT W w STANDARD LEGEND SHEETS. THEREFORE, SOME SYMBOLS V - VENT CIFANUUT 1- OR ABOREVLA71ONS SHOWN ON THE STANDARD IEGENDS Q }:1 EXISTING EMBANKMENT. Z SLOPE As NOTED • GENERAL DESIGN DESIGNATIONS HD-XY HUB DRAIN FIRE EXTINGUISHER MAY NOT BE SHOWN ON THE PUNS. P WALL~ AS SPECIFIED - F.E 3:1 NEW EMBANKMENT OR CUT SLOPE. O x NO. IN SPECS 1- Li SLOPE AS NOTED • Y - P WITH PRIMED TRAP N I-) SECTION (LETTER) OR ON DRAWING WHERE SECTION Q In DETAIL (NUMERAL) l\ OR DETAIL IS TAKEN: 3 � X:X HORIZONTAL DISTANCE VERTICAL DISTANCE. DESIGNATION FD-XY %LfXI NO.rINN SPECS `v ---T� DRAWING NUMBER E Qtz Q WHERE SHOWN Z 41 l-(}fir X-% Y - P WITH PRIMED TRAP 1Y41 "SrSl'Lf(jj.f RIPRAP Z ON DRAWING WHERE SECTION OD'% OVERFLOW DRAIN N � NOTE:DRAWINGS SEE FOR SPECIAL OR DETAIL IS SHOWN: Q % = NO. IN SPECS O DRAWINGS FOR SPECIAL NOTES DRAWING NUMBER S o LEGENDS AND SYMBOLS. DRAWING NUMBER WHERE TAKEN Rp-x m IV N i. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY (OR SAME DRAWING) ROOF DRAIN 0 0 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE DETAIL AND SECTION DESIGNATION O X - NO. IN SPECS m lV NOTED AS 'EXISTING' AND ARE SHOWN IN LIGHT LINE AREA DRAIN PROJECT NO WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- AD-xY �•IZDJ2.01-01O0-0111 ORES ARE SHOWN IN HEAVY LINE WEIGHTS. ® X NO. IN SPECS - Y - P WITH PRIMED TRAP SHELF NUMBER STANDARD DETAIL NUMBER %%%%% STANDARD DETAIL DESIGNATION SEE GROUP 8 DRAWINGS 2 I DRAWING NUMBER STANDARD DETAIL DESIGNATION 1 -G-? mo° tk & r 14 Ow . Ld FROM BOILER DEMOLITION NOTES: w=s / ASSOCIATED PIPING / BASEMENT UP FO RCKo 1. ALSO SEE GENERAL DEMOLITION NOTES ON DWG. 4-M-1. NOT ';H�WN) AREA, NOTE T / 2. REMOVE EXISTING BOILER UNIT AND ACCESSORIES. SALVAGE BOILER PUMP AND T1Z"r18' AIR DUCT. DELIVER TO OWNER'S DESIGNATED STORAGE AREA BOILER SHELL AND OTHER N�N'a Sg -� ?'- " A.ff AC 6 CESSORIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR, NOTE THAT _ SMALL PIPING AND ELECTRICAL CONDUIT TO AND FROM BOILER UNIT AND ACCESSORIES ARE NOT SHOWN. REMOVE OR MODIFY AS REQUIRED TO ACCOMMODATE NEW BOILER. SEE OWC. 4-M-8 FOR NEW BOILER DETAILS. r- I f 1' < 3. EXISTING 2" NG PIPE EXTENDS UP THRU THE FLOOR AND BENDS AS SHOWN TO "1. fff i HORIZONTAL ABOUT 20" ABOVE THE FINISHED FLOOR, REMOVE ALL PIPING AND i F W ?��J 1 •�.� D IA-DIA FLUE ACCESSORIES AFTER 901 BEND. Ia_ � - UP THRU ROOF, CONTROL NG Of' 'FDu 4. EXISTING 3' DC PIPE EXTENDS UP THRU THE FLOOR AND IS ROUTED TO NOTE 91 T PANEL - HORIZONTAL BY A CAPPED TEE ABOUT 20'ABOVE THE FINISHED FLOOR. REMOVE C } l SEE DEMO NOTE 3. All PIPING AND ACCESSORIES AFTER TEE. ' 5. EXISTING CONCRETE PAD TO REMAIN. MODIFY AS REQUIRED TO ACCOMMODATE 'LIP FR 1.' T NEW BOILER. SEE DWG. 4-M-8 FOR NEW BOILER DETAILS. m��i \ 6. EXISTING 3" WATER SUPPLY AND RETURN PIPING IS INSULATED AND ROUTED TO F D® SEE DEMO NOTE OTE 4. AND FROM PIPING ALONG WALL. REMOVE PIPING INTO AND OUT OF BOILER AS \ REQUIRED TO ACCOMMODATE NEW BOILER. SEE DWG. 4-M-8 FOR NEW BOILER AND WATER 7. REMOVE 14" FLUE BELOW THE FLUE CONNECTION TO HOT WATER HEATER AS REQUIRED TO ACCOMMODATE NEW BOILER. SEE DWG. 4-M-8 FOR NEW BOILER '^ _ DETAILS. z \( •�" �-EANANSION -- 'ANK $EE DEMO NOTE 2 I 8. REMOVED EXISTING HOT WATER HEATER AND 6' FLUE AND NATURAL GAS SUPPLY. a m Q SALVAGE H07 WATER HEATER TO OWNERS DESIGNATED LOCATION. _ `9. REMOVED EXISTING 14' FLUE. JQ m o �1 -- _ SEE DEMO NOTE 5. ;; REMOVED EXIST 3' REMOVE BOILER UNIT, ACCESSORIES, INSULATED WATER AND ASSOCIATED PIPING. SEE DEMO uz � ' rl RETURN/SUPPLY PIPING NOTES. ,�? ` SYSTEM ALONG WALL, &i SEE NOTE 6 h G. 4-M-8`)� &gE J✓.1✓✓•J��✓ N E BOILER ROOM DEMOLITION PLAN s- C) SCALE: 1/2" = 1'-O" O o� � Z m - 'u � o m m 4 EXIST- BLDG. ROOF f SEE NOTE 9 Q J J z ( J F36*x36" EXIST. MASONRY Z I- „, "X 18' EXT. WALL O SEE NUTS 8 \ MINAL) 1 r Q DUCT (SEAL tL SECURE p EXIST. COORD. ROUGH OSEE DEMO NOTE 7 W OPNG. W/ MFR. 12Q F"-a REMOVE BOILER UNIT, QoACCESSORIES, AND - 36'z36• RUSKINJASSOCIATED PIPING. SEE DEMO NOTE 6, aSEE DEMO NOTES. - - - - - ELF6375DX DRAWABLE Tp Z STATIONARY LOUVER W/ Q L_ - Z INSECT SCREEN & PRIME W O LO - - - - COAT FINISH, FLANGE 1r Z MOUNT OR MASONRY I- r-O ` I 3 3' I 1_g• WALL MOUNT STYLE La z u O O J W E - - (NOMINAL) (NOMINAL) N tr I SEE DEMO NOTE 2. W z REMOVED EXIST. 3 , NOTE. Q I J - LOCATE INTAKE ON BLDG. WALL - / V WATER SUPPLY AS DIRECTED BY ENGINEER. w -_ / `SERE DEMO NOTE 6.Q p O —= 1 FRONT VIEW SIDE VIEW a A Q NOTES- 3 1 1. LOWER FURNISHED FACTORY 'GREY" BAKED ENAMEL FINISH. Z 2. LOCATE LOUVER AND DUCT AS DIRECTED BY ENGINEER. Q E ' 3. LOUVER SHALL BE 'FLANGE MOUNT" OR "MASONRY WALL MOUNT" STYLE Z 4. LOUVER SHALL BE PROVIDED WITH FACTORY INSTALLED INSECT SCREEN. N G co SEE DEMO NOTE 5. m W N a m0 PROJECT N O N H 0417.032.01-040D-01II 0 BOILER ROOM DEMOLITION SECTION FRESH AIR INTAKE DUCT/LOUVER �� SHEET 9UMBER - _ DRAWING NUMBER SCALE: 1/2• = 1'-0" SCALE. 1/2" = l'-0" mo°REPLACE 3 EXISTING CORE DRILL EXIST. WALL NEW 4' DG TO NEW WASTE GAS u DRIP LINES WITH 1' AND SEAL PER 1560 BURNER. CTRLINE ELEV. - - z 8'-V405 (TIP 2 PLCS) FOR CLARIFICATION SEE©. STAINLESS STEEL A 7 W§ 8' PDS, t ELEV 4602.33 (FIELD VERIFY) DRIP PIPE 4-M-7_- zw¢� N� SUPPORT PER (TYP AS REO'D) 8'x6' REDUCER ELBOW TO CONNECT Lo - TO 6' RAW SLUDGE DRAWOFF (BELOW).FOR CONTINUATION, SEE u If �� 4 T PIPE HANGERS PER - . . .. TYP AS REO'D 's. NEW 2" NG GAS PILOT--- ^^••...... ' 6"-V405. CONNECT TO EXIST. FLANGE 6'-V405, CONN. TO EXIST. FLANGE a33N t� ON UPPER 6" RAW SLUDGE INLET SEE31 8 CONNECT NEW 2_• FIT NG TO EXST. - i-�-� �-r r n k -UP TO FLOOR ABOVE 4-1 j-1 REMOVED EXISTING 6' SLIGNLET 8" PDS FROM DIGESTER SST DI CV-4-1-2- FE \LINE & INSTALLED NEW 4' PDS LINE) NO. 2. SEE DWG. 3-M-8 REPLACE O 4-1-2-1 - ��- TO E%ISTING 6" SLUDGE INLET •.,d PFOF�".'{ FOR CONTINUATION EXIST. VALVE FCV-4-1-2-1 'T` Y CONNECT TO 2'-6' MIN. 1'-0• NEW �V405 & 6"x6' WYE (BELOW)} FE FIT EXIST. FLANGE J J J l JJ� ✓✓1 4-1-2- 4-1:-2 E MIN NEW SEDIMENT TRAP U.1 8" FCA 6' PSD/SSD. t - NEW 4" OG I1 0. CONNECT TO E NEW J�/ -•f •@�U,FG: SfdPr.'.�� iWl/B�]" . - 1 EXIST. FLANGE 4 -C'L*G SLUDGFER4WQl 6' RSD _ :=swrr�.axsrazsas:�. 4-M-7 NEW SEDIMENT TRAP TRAP I. REUR; 4-M-7 of Q NEW 4"vBALL VALVE - i'FLANGE W L E TO - EXISTING 3' PIPE - �. _- 8" RSD ANEW 4• BALL VALVE / m o 3'GANGE WELDED TO EXIST. 3' PIPE � _ I "' �4'x3' SST REDUCING 90' ELBOW z 8'-V405-� - _ 4'x3" SST REDUCING 90, ELBOW C 4" RS REMOVED EXIST. B TEE, VALVE& l >r;. FE FlT PIPING, & INSTALLED 8x6 REDUCER I� REPLACE EXISTING DRIP TRAP WITH L1 4-1-1 4-1-1 \ I,& CONNECTED 6• PIPE TO EXIST W'�^Q�Q�+ a WITH NEW� DRIP TRAP I I ( 6 iSIUDGE DRAWOFJ LINE / 1 z REPLACE EXISTING DRIP TRAPS ! \ PIPE TO FLOOR NEW DRIP TRAP DT1 z WITH 3 NEW DRIP TRAPS DRAIN IN THIS AR W N - PIPE IN PARALLEL NEW 8'V� 1" SST DRIP LINE NEW 3" DG TO BOILER I 1 mow~ 4' PSD/ - i- -�i . ( ' / 1�� ' ¥ L SSO INLET NEW HEAT EXCHANGER 6'FOR DETAIL _ PSD, SEE 0 �� UNo 4' PSD/SSD 1 & 2 (SEE NOTE 1 & 2, 1 ( ✓✓i� irWUGE PUYP ,- J�fi.- OUTLET, (TYP.) l TYP.) It INSTALLED T2 TEMPERTURE SENSOR,W/^YOKOGAWA MODEL PT100RTD) EXIST. 6- ___ TO EXIST. 8" 54 DRAW-OFF PUMP-CONTROLLER ; O~ RS THERMOWELL " SLUDGE CONNECTED TO CLOSED LOOP 4-M-6 / - I,(YOKOGAWA MODEL UT130RN AL RS CONTROLLER / ``" NG MAIN TO m \W/ RS-485 COMMUNICATIONS, & 2 ALARM OUTTP 1T�^ / g 8 AREATION BUILOIN(: ( -� ✓ lift REPLACE EXISTING DRIP rn LIT LEs LINE WITH NEW I' STAINLESS ff/.�.7Y4c/kt4F./yyr• m STEEL PIPE /, ` M SUMP _ _ _ A . 2-1.4-2- 1 O _ _ J 4-M-6 -- - _ 6" PDS 0 "ST 4 WIDE x HIGH o W P1PE TUNNEL APPRO'r I I •.,i e a V FLCx)R ELEV. 4603.00 lm', - Q Z N Q easaftu I'� 1 III \� P5E/SS= PDS PIPE CONNECTION DETAIL o N Q J SCALE: NTS C ti II °,AI CG o F- z a z o N CL Q ma V- NOTES Q Z J(n I O Z v 1. SEE SCHEMATIC DIAGRAM AND COMPONENT SCHEDULES ON INSTALL NEW PIPING AT ELEV. REO'D TO AVOID Q Z~ Q I DWG. 4-M8 FOR MORE DETAILS HEAT EXCHANGER SYSTEM w U _ CONFLICTS W/ OTHER EXST. & NEW PIPING & 1 IY U U E AND PIPINGG ACCESSORIES. NOT ALLLL ACCESSORIES SHOWN ��-�.��-/ OTHER FACILITIES, FIELD VERIFY. '- w HERE. � �o n 2. NEW HWS AND HWR PIPING NOT SHOWN IN PLAN VIEW FOR �� BEY-1 (BELOW) 'a co o CLARITY. SEE 3-,. l CONNECT NEW 4" HWS > 0 J I (& 4" HWR TO PIPING FROM 3. CONTRACTOR SHALL COORDINATE DELIVERY OF NEW LARGE ` I o> , BOILER ROOM ABOVE, ALSO Li EOUIPMENT (BOILER, HEAT EXCHANGER) INTO EXISTING BUILDING -�- •.. SEE NOTE 1. V Q HEX 1 < WITH OWNER. OPTIONS INCLUDE USING EXISTING SINGLE DOOR V1 w o BY REMOVING DOOR FRAME OR REMOVING EXISTING WINDOW '+ ''�� 1 i 1 Q E AND PANEL IN DIGESTER BUILDING WALL. I Vt `- �y Q Y HEX 2 BELOW) BELOW) Q 30 `\ " Z w Q v `( P2 ` mo N FRONT (OPEN) SIDE I NEW HEAT EXCHANGER l,l m N O Ni \l J-✓J-J OF 1 & H I & HEX2 / PROJECT NO �i\f.✓ J�/J-/ ./✓ J.✓ ,-/J-J J-/-/ / 0417.032.01-D400-01I r SHEET NUMBER LOWER LEVEL MODIFICATIONS PLAN HEAT EXCHANGER HWS AND HWR 30 PIPE CONNECTION DETAIL I,RAWING NUMBER SCALE: 1/2' = 1'-0" 4—M—c/ m0� NEW PIPE HANGER PER 15550 INSTALLED NEW COMPANION 1miQ �y LOCATE AS REQ'D BY SITE CONSTRAINTS. FLANGE & 2" VALVE zw73 m ud -.� FOR PIPING MODIFICATIONS IN DIGESTER NO. 1 __ - - - - _ n � SLUDGE TRANSFER/CONTROL BOX, SEEJD1. Y - _ _ _ - __- --i, ;-P' PcD FROM W��p8. 3-S M"-fi I - _-- .. / ..r.n:R; rHlrvcNFuWo NEW (RECIRCULATING PUMPS\ I1 4" NOTES EXIST. 6" / - (IN) N' -a' SSD FRCM DA- 1. SEE SCHEMATIC DIAGRAM AND COMPONENT SCHEDULES ON ` n T - THICKENER VALVE _ <wm DWG. 4-M-8 FOR MORE DETAILS ON HEAT EXCHANGER ` I {I'I' SYSTEM AND PIPING ACCESSORIES. NOT ALL ACCESSORIES Q�J J -� ''�'' -- - - Al�` x E•y { SHOWN HERE. 1 J 2. HWS AND HWR PIPING NOT SHOWN FOR CLARITY, SEE _ _ 6` PSD/SSD. CONNECT TO ^•••' ( DRAWINGS 4-M-5, AND 4-M-8. -NOT _ i. EXST. 6" FLANGE. _ 'IPI ION 6• PSD/SSD ' 3. CONTRACTOR SHALL COORDINATE DELIVERY OF NEW LARGE RE 15 SHOWN) ��F m ( EQUIPMENT (BOILER, HEAT EXCHANGER) INTO EXISTING - FOR CLARITY 6"z4" 90' BASE ELBOW L i SEE J BUILDING WITH OWNER. OPTIONS INCLUDE USING EXISTING _ I. 6"-V405 15507 {, SINGLE DOOR BY REMOVING DOOR FRAME OR REMOVING EXISTING WINDOW AND PANEL IN DIGESTER-BUILDING WALL.Q II - --- - - -- (INSTALLED NEW 4" NOTE: HWS AND HWR PIPING AND INSTALLED RESTRAINED FLANGE CONNECT TO 90' ELBOW W/ ti'1 Zi o ADAPTORS & BLIND FLANGE EXISTING VENT DWGN 4CTM CONNECTIONS AND 4HMW8 FOR & GROUTED FILLED PENETRATION _ 1 BLIND FLANGE & 1 w FROM INSIDE DIGESTER ✓� \ 2" VALVE 1 WATER PIPING DETAILS 5 U \ m MN1 �,Z�� N, MANOMETER MOUNTING �EW PUMP".PAD .` NEW HEAT EXCHANGER I w IMF .-. FE FR HEX 1 & 2 - PANEL BY MFR. ^ 4-1-1 4-1-1 i i 6" PDS, SEE DETAIL ♦ ♦ - rL SEE DG PIPING - 1 & 2/4-M-5 SCHEMATIC AND DG sLz T MODIFICATIONS SECTION (� INSTALLED NEW SCH. yy++ PIPING PLAN 1 FOR - °wW F o a MOREAILS. $J�j 40 S.S. 6" T 8" - LEVEL CONTROL - SCALE: X2" = 1'-0� 4-M-5 IQ Q TRANSFER PIPE z N N J.�� DIGESTER GAS SAFETY EQUIPMENT & SPECIALTIES =- -N _ MARK ITEM SIZE MANUFACTURER MODEL / REMARKS C,j t$$5�.R u IL CV1 LOW PRESSURE CHECK VALVE 4- WHESSOE-VAREC 211 FLANGED FITTING•• ,� GVI 1 -Qy-I lw GVL 211 CS71 CONDENSATE&SEDIMENT TRAP 11 4- WHESSOE-VAREC 233 FLANGED, WELDED STEEL CONSTRUCTION•• V- �/( II] DT1 LOW PRESSURE DRIP TRAP 1 2.5 OT WHESSOE-VAREC 2" 1'INLET&OUTLET CONNECTIONS•• O w g4-m FTI FLAME TRAP ASSEMBLY 111 4" WHESSOE-VAREC 450 STAINLESS STEEL^ 1� GV1 GAS VALVE 11 4 WATTS G-4000-FDA EPDXY COATED-STAINLESS STEEL BALL VALVE �y -lJ _ 1 I Jlllll L-- GAIt GAS METER#1 4" FLUID COMPONENTS VUR THERMAL TYPE - PRIMARY DIGESTER NO.1 •• `,..� rr 7 GV1 SLOPED PIPE GVl GM2 GAS METER 2 4- FLUID COMPONENTS VUR THERMAL TYPE- PRIMARY DIGESTER NO. 2•• SLOPED SLOPED G113 GAS METER 3 1� FLUID COMPONENTS VMR -WA G Q F _ TO DRAIN TO DRAIN _ -ow?;* �I tS J MN1 MANOIATER/ 20 WHES50-VAREC 217 DIGESTER R C BEL M142 MANOMTER /2 20" WHESSO-VAREC 217 BOILER DIGESTER GAS- SEE BELOW•.•• 'y4 i MN3 MANOMTER/3 20" WHESSD-VAREC 217 fj DIGESTER+1 GAS- SEE BELOW•,•• O __ M 4" DG T WASTE MN4 MANOMTER 04 20" WHESSO-VAREC 217 WASTE GAS BURNER - SEE BELOW•,•• m g,� 1" SST DRIP LINE - -�-i��/-��✓ -�✓ 1 (""�j S •M• 4" DG FROM DIGESTER GAS BURNER ) Q :.PROVIDE MOUNTING PANEL. OR MORE PETCOCK, AND FLOAT CHECK vµVE- n� TO BASEMENT 4 DG I SEE SPEC SECTION 11383 FOR MORE DETAILS. FROM TO DRIP TRAPS l SEE DWG. 4-M-5 AND B•x8" REDUCER) N W SLUDGE - DIGESTER � IN BASEMENT l 4-M-7 FOR CONTINUATION RE RCULATION OF DG AND DRIP TRAP PIPING PUMPS z 3" DG TO BOILER � IN BASEMENT BELOW (TYP) I UPPER FLOOR _ o 0 EI F/..4611.R > MANOMETERS �. 1 - 2 = BOILER DIGESTER 2 jm ti� �3 = DIGESTER Al N1W <4 = GAS BURNER g o m -7 -7 F SO T}I EST F' NOTES1. ALL EOUIPMEM EXCEPT THE GAS u `` •t L NO DR IN S LINE ATO MULTIPLE Q PROVIDED LL BE WITH UNITS W 1" 4 LOCATED IN THE BASEMENT. �11 C- In_ Z Z H i Qj 2. ALL DG AND DRIPTRAP PIPING TO C BE SST AS SPECIFIED. M �1 +0 y- U - - - T2 T2 4"x6" ECCENTRIC GM1p II "REDUCER _ LA -- I ,ll 1 Qy-I M C z O J i ® NEW 8" PDS UNE / a 2 Q '..1flttt �� 1f{�IL _ HEX N2 HEX N1 �,-l•._� J - �1 �M �u F- Z O T ja( E'.SCCti�SF o Q -- 1 T.CQ.V_S EB Q1 `\ 2 F Sz�11 J Z n'��nynII u uI -{ GROUT & ANCHOR PER 1 �.�- m Q Z U I MFR'S RECOMMENDATIONS 1� �_� o w w _ _ �z1 � �v1 BLIND FIAN(',E W/ f -L HWS & HWR PIPING NOT NEW HEAT EXCHANGER ` " -- `� a w I ~ cr N 2li" GATE VALVE SHOWN FOR CLARITY, SEE HE% 1 & 2. NO PIPING' SEE i/4-M-5 FOR o w w �i DWG. 4-M-5 AND 4-M-8. CONTINUATION OF a r, - SHALL BLOCK FROM _ NEW PIPING - '`o Lj SIDE FOR CLEANING - 1 Q REMOVED (2) EXIST. ACCESS RECIRCULATION PUMPS SCHEMATIC OF DIGESTER GAS PIPING _ w U L. & CONCRETE PADS NO SCALE < E 3 0 z MODIFICATIONS SECTION rA q,1 a SCALE: " = 1'-0" 4-M-5 F' l�S�LJQ m w J N O m GV1 CV1 fm GMI V1 CV1 PRCVECT NO. O O O O 0417.03201-0400-0111 SHEET NUMBER �V1 V1 � V1 � 31 GM1 DRAWING NUMBER PLAN VIEW OF NEW DG PIPING SCALE: J- = 1'-0" _ 4-M-6 SEE PLAN ON DWG. 4-M-5 FOR FOR CONTINUATION OF DG AND DRIP TRAP m NEW 4' DG NEW 3' DG CONNECTION TO EXISTING NO PIPE. NEW 2' NG GAS PILOT \f PIPING TO UPPER FLOOR, SEE (TYP.). _ r ; J U NEW 1" SST DRIP TO WASTE GAS 4-M-5 TO BOILER TRAP PIPING BURNER NEW 4" DG TO WASTE - z ��WI DIGESTER CAS BURNER z-oj \, , o NEW DRIP 0 rc� LINE l iY _ .AW SLUDGE rNLCi� i '�� NEW 4' DG 3' ,AS DRAWOFF FIT ¢ a F } _ 4-1-2- 6` FCV-4-1-2-I- SEE NOTE 1 AND N _ ♦ 6" PSD/SSD (BEHIND) NOTE 2. 3" FLANGE WELDED TO _- SUPPORT PER FCV-4-1-2-2 FlT FE EXISTING 3" PIPE 4-1-2- - 4`x3' SST ECCENTRIC REDUCER %+ 15550 (TYP AS EP ,CE EXIST. a-1-2-t 4-1-2-1 6" va 5 � * PRE 4"x3" SST ECCENTRIC ♦ REO'D) VAL W/ NEW E 6"x4' '"•W.......iRf REDUCER E C- T, VALVE 6" V405 E REDUCER « 3" FLANGE WELDED TO EXISTING 3" PIPE NEW SEDIMENT TRAP j] CCl U ® O 6' PSD/SSD 6" V405 NEW SEDIMENT TRAP pSTI o -6" RSp-_l- Ir II Q 6" RSD ---- TO NEW DRIP TRAP DTT_7_ TO NEW DRIP TRAPS DT] - LIT LE I LE LR SEE DWG. 4-M-5. L ELF,'=a60433 6' V405 4-LE 4-2-1`?1�,��" 4-2- 4-2-2 ''�,��"/)ff ♦ ♦ _ ♦ ♦ __ REMOVED EXISTING 8" ° z 6" PSD O SAMPLE PIPING AND FITTINGS & REPLACED a J NEW 8' PIPE � 6' FLGD. CPLG.J �OWER ROpR ADAPTER - — - dEV-4601. � mi ALLIED NEW RESTRAINER 6"-V405, CONNECT FCV-4-2-1 INSTALLED 6" INSTALLED 4'-90' EL `i 6' ANNULAR 6'• GIG. SIUD,f -- ;.FLANGE ADAPTOR & 6` D.I. 1 o z TO EXIST. FLANGE REPLACE EXIST. COMPANION W/ COMPANION FLANGE PRESSURE SEAL. D^AWC� BLIND FLANGE ON 6' WALL`I FCV-4-2-2 VALVE CT NEW FLANGE AND & 2" VALVE �- PIPE, (TYP. OF 4) 6' PDS TEE TO CONNECT TO REPLACE EXIST. ELEC. ACT. VALVE 2"VALVE _ SUPPORT 6' PDS 6 VXIS CONNECT yV 8'x6` PDS ELBOW FROM VALVE W/ NEW _ PIPING PER 15510 1 I TO EXIST FLANGE V,\ 'o�'P ELEC. ACT. VALVE NEW SUPPORT NEW 6x6 PDS WYE. CONN. BRANCH DIGESTER NO. 2. SEE DWG. PER 15510 o W& a 4-M-5 FOR CONTINUATION. L TO NEW 6" PIPING FROM EXIST. 8' q^8 6" ANNULAR PRESSURE SEAL♦ - SLUDGE TRANSFER PIPE. SEE DWG. 6" FLGD. CPLG. ADAPTER_ 1 ( 4-M-5 FOR CONTINUATION & r;-! CONNECT TO NEW VALVE FLANGE, !DETAILS 1 & 2/4-M-5 1 Z >L MODIFICATION SECTION SCALE: 1/2" = 1'-0' 4-M-5 SIa1R LANno. \0 olm� PALL 10 INSTALLED NEW 8" LEI 1 D.I. SPOOL L JJJ i V - i NEW B" FCA m m nm NOTES: REPLACED EXIST. TEE W/ NEW 8`� \ 1. NEW 4 DOF TEE CONNECT TO 8" DOF REMOVED ALL EXISTING ' .DC EXTENDS DOWN TO A FLANGED TEE AT THE CIRUNE DOF PIPING & SAMPLE = < m ELEVATION OF 4605.50, BRANCH OF TEE EXTENDS OUT THROUGH WALL PIPE FROM DIGESTER N0. 2. SEE \\\ DWG. 3-M-8 FOR CONTINUATION. SINK & PLUMBING FOR CONNECTION TO BURIED 4' DG PIPING TO WASTE GAS BURNER (SEE - 1 Q DWG. 2-C-3). PROVIDE SUITABLE SST TO POLYETHYLENE PIPE ADAPTER NEAR OUTSIDE All. Z In Q 2. LOWER LEG OF FLANGED TEE SHALL BE PROVIDED WITH A BLIND FLANGE, 0 Z DRILLED AND TAPPED WITH A 1"-V451 AND A 1` MANUAL DRIP TRAP - O BELOW. SEE rl-'\. F- L) tt � J O Q m H EXIST. 3' & 2" SERVICE I- O W w Z SADDLES INSTALLED Z THREADED PLUGS Q O d - Z N m Q 4" DG FROM UPPER Z to < FLOOR PIPING SYSTEM W O Z O < z� a Q Z U E a" DG TO WASTE O In GAS BURNER Cy In ELEV.=4605.50 w O O Q W~ DRILLED AND TAPPED w O U BLIND FLANGE p N Q O 3 m 0 E T 1"-V451 Q a w a m 1" MANUAL N DRIP TRAP m N o O i m N III O N PROJECT N0. O i-1 i 7.072.01-Oa0D-0 l 1' e DG PIPING DETAIL �� MODIFICATION SECTION rDD� 32DNBE 0 IVlll 10 SCALE- 1/2" = 1�-0- 3—M—8 DRAWING NUNBEP 4—M-5 4-M- J12 REMOVED EXISTING HOT LOW WATER CUTOFF SWITCH WATER HEATER AND zzo� 0 SAFEGUARD p500 OR EQUAL INSTALLED RED HOT WATER HEATER EXISTING 4" DIA. DUCT W><u"PANIC` BOILER SHUT-OFF o �U EXISTING 12"X18" 1_ FROM BASEMENT UP TO COMBUSTION AIR bW�o COM TI �z SWITCH MOUNTED NEAR BOILER ROOF, TO REMAIN PRIMARY ROOM ENTRANCE. CUTLER-HAMMER -�_ DUCT, 7'-6" A.F.F BOILER /1112-53 LABEL "BOILER SHUT-OFF' HWS ��` LOOP j0]REMAIN Ff DWH-1 PF1 (c 1� _ ✓ fy a�83'7Ni 11. ALL SAFETY CONTROLS SHALL BE WIRED BACK TO THE BOILER 4 AND TURN THE BOILER OFF UPON DETECTION OF A PROBLEM. I ➢ 4 �� MANUAL RESET 2. BOILER SHALL BE SUPPLIED WITH AN AUTOMATIC RESET HIGH ❑S HIGH LIMIT SWITCH LIMIT SWITCH. cl P� f�/ R NEW B IlLER NG PIPIl G k VALVE ASI / T S BY MFR. \ _ __ BOKER A SPECIFIED. \ BOILER SAFETY CONTROLS SCHEMATIC F.D i 4' HWS V CONNECT TO E%ST. 2` NO S1:A1- NG UP FROM BASEMENT P�PGI E cED Exlsr. - 1 BOIL R CONC. PAD PIPING TRAIN `-9 � z � / � BELOW WITH NEW 2 NC z 0 Y1 y -6"L x 4•H) INSTALLS NEW DIA. UE I - UP THRU ROOF B Z UP o A 1 PG1 P�1 WALL MOUNT PIPING W/SUPPORTS PER -- - - --- - - - — _ Q 15500 OR FLOOR MOUNT W/ SUPPORTS NAB INSTALLED 4"HWS RAL �Q &Y1 Y1 PER 15510 AS REO'D. NEW BOILER z ,�7� GAS VALVES k REGULATOR %. CW \-� T1 CONNECTED HWS u N prcp a " 4 q COLD ---- -- - AND HWR TO iiGz ------- 3/4` CW H�L '- WATER - -- EXISTING UNIT i W W { << } PLY NOTE: NOT ALL NOTE! v"iNa i I CONNECT�'CW TO SEE SCHEMATIC DRAWING FOR_ VALVES AND OTHER Yl EXISTING COLD WATER PIPING IN THE BOILER ROOM � 1 HEATING PIPING )L � �� %�TO ACCESSORIES SHOWN. AND DOWN TO HEX1 IN INSTALLED >•4" DOMESTIC I F1p DRN AT THIS POINT LINES CONNECTED TO TO EXISTING SEE BOILER PIPING Cj 5-N [XISTING COLD WATER k UNIT HEATERS � t SCHEMATIC. BASEMENT BELOW. y HOT WATER SUPPLY LINE 1 I y Yl y^I--- 0 rw-7 6 BOILER - B1 P�HWR T1 � BOILER ROOM MODIFICATION PLAN �w 3 I F, SCALE: 1/2' = 1'-O" � 0 ,,,^ rss I FLOOR oQ` rt 4. HWR o. IINSTALLED NEW 41 GAL. INDIRECT-FlRED DOMESTIC 4" HWS REMOVED EXISTING \\ HOT WATER HEATERQ -y 4' HWR 14 DI0. FLUE 8 T7 INSTALLED NEW 10" T1 Y2 } DIA. PRESSURE VENT = r I 4" HWS FLU THRU ROOF _ �I 0o W o EXIST. REMOVED EXISTING _ 14' DIA. FLUE do ry 4 / 2" CONNECTED ; a -" IO PS:1 INSTALLED NEW 10" i a k .. NEW 2" NG DIA. PRESSURE VENT g o m P� AS, TO EXIST. NG FLU THRU ROOF J�1� .11�� 4 HOUR 4 Z _Y Y V1 V1 Q Z TI 4" HWR rl 4" HWR 2 o EXISTING HEATING EO- OUTLET OUTLET I a :m PIPING TO TUNNEL U B1 p J V U ET i B1_ _ a BOILER PIPING SCHEMATIC INLE-T INLET S , z Z o 0 0 NO SCALE n Q p p NL d J �Z n HEAT XCH N R - HEM HEAT EXCHANGER - HEX2 PF1 2' NG� m C a N EXTENDED EXTENDED c O (D w -,z O BASE PAD BASE PAD s NOTES � I-�- 1. P2 PUMPS CONTROLLED BY CLOSED LOOP SLUDGE Q Z U m w O w I TEMPERATURE CONTROLLER, SEE 4-M-5 AND 4-M-6. � U N E J/J� "! 3DG% \ EXIST. PAD EXIST. PAD ~ HEATING EQUIPMENT SCHEDULE w O wQ MODEL N MARK DESCRIPTION MANUF REMARKS BOILER ROOM MODIFICATION SECTIONS p ASi AIR SEPARATOR AC3F TACO 3" WITH AUTOMATIC AIR VENT to a Q O 1 BACKFLOw PREVENTER 00907 WATTS 3/4' REDUCED PRESSURE PRINCIPLE• 3 � CV1 CHECK VALVE WH7 WATTS FULL LINE SIZE SECTION �A� SECTION �� z o Q F DWH-1 DOMESTIC WATER HEATER WH7/ZDW AMTROL INDIRECT FIRED HEATER Z m ET1 EXPANSION TANK CA-140 TACO POLYPROPYLENE LINER SCALE: 1/2' 1'-O' - SCALE: ,/2" = 1'-0" - N Q O _ 1 CHEMICAL POT FEEDER PF6 CLAYPOOL 10 GAL WITH SHUT-OFF VALUING w a PG1 PRESSURE GAUGE PR 3-1/2 ERNST NEEDLE MIDRANGE - 3-1/2" DIAL W/ VALVE in BOILER SCHEDULE o PRVt PRESSURE REDUCING VALVE 335 TACO 3/4" PUMP SCHEDULE m T1 TEMPERATURE GAUGE 7VU3-1/2 ERNST SCALE TO MATCH TEMP - 7" CASE HEATING PROJECT No MARK INPUT OUTPUT MODEL NO. MANUFACT. VENT REMARKS MARK GPM HEAD MODEL i' MANUF HP IMP DIA RPM VOLT REMARKS o4iruazJECT o-on, 0 V7 BUTTERFLY VALVE 1 ANY ANY FULL LINE SIZE. SEE SPECS 0 ^_ V2 CONTROL VALVE MX-131 SPARCO 3" - SET TO 155F MAX Bl 1675 MBH 1339 MBH FB168-40HP KE WANES 168 SF 1C. DUAL FUEL* P1 100 20 FT 1635 TACO 1 HP 5.5 1760 120V-lPH MAIN CIRC PUMP - TWO REQ'D SHEET NUMBER v `? P2 100 8 FT 1635 TACO 1/2HP 4.6 1760 120V-1PH AT HEAT E%CH 33 - • PIPE DRAIN OF BACKFLOW PREVEN TER TO FLOOR DRAIN - PROVIDE AIR GAP- ` BURNER SHALL BE CAPABLE OF BURNING DIGESTER GAS AND NATURAL GAS WITH AUTOMATIC SWITCHOVER. DRAWING NUMBER Z x i h mom CLARIFIER m T EFFLUENT BOX, SEE I I N LINE OF i a33N/'14 FTC BELOW Q SCUM mimp • \� \. r rcuvai =¢5 .ryy �Yp1 SIKA COMBIFLD( SEAL / l - _ WALKWAY ABOVE, NOT \ / \ j STATION SONOLASTIC SET l WALL CONSTRUCTION JOINT \\ SHOWN FOR CLARITY, /• URETHANE SEALANT BACKER ROD FILLER ` LOCATION, SEE 3410 `(FTG./ 1 SEE MECHANICAL 1) PER 3407 - 1 MODIFIED AS OWN � `PER DETAIL - I PRIMARY SCUM PUMP STATION, SEE m / 5-S/M-6 o Zi - � c PLASTIC WATERSTOR / 4- 1 / . BASE / EJ,CONSTRUCTED) VERT CONSTRUCTION JOINT MODIFICATION DEPERC TAIL �i1 CONC. SLAB-ON- IMODIFIE4DAS SHOWN A / / A� ��, / TaoucH SCALE NTS - I GRADE h CLARIFIER w/ 1 - GROUT TOPPING. SEE PER DETAIL �� / PER MFR. \ 1 �•• wF o a - - � � • J / BASE SLAB EXPANSION` - 5-S/M-5 / JOINT LOCATION (EJ). \ w {/\ O SEE 3420 MODIFIEDPER l !YZO MECHANISM SUPPORT NOTE 1 4 �• k SLUDGE HOPPER. (TYP.) 1 { d 4 a '•,/ SEE-S/M-4 SYMMETRIC _- I � o 1 o al I z 1\ \ I 3 U G Wci .. < a / a \ z N C LAYER OF BOND- SIKA FLEX 2CSL SEALANT ) / Z I BREAKER TAPE SAW CUT I5',05" GROOVE 1 \ - _ 0 0 \ / o z z CL J a I PLASTIC WATERSTOP \ V w O /5 RADIAL BARS, CTRD. ry \ IN SLAB, (180 LINES) AS Z 1 \ INDICATED (APPROX. 1'-0" w a EXPANSION JOINT MODIFICATION DETAILr21 SPA. O OUTER CIRCUMFERENCE) < 0 v 1 SCALE: NT5 / CK of O w r w N - �5 O t2' O.C. �—t I CIRCUMFERENTIAL BARS, ~ a Q _ CTRD. IN SLAB C[ cr w Of au SEE FDN./WALL SECTIONS FOR CJ • _ REINFORCING O WALL FOOTING w Cr IS ,ti�►y \ �� / (NOT SHOWN FOR CLARITY) N I u a m NOTES O c� 1. MECHANICAL PIPING/EQUIPMENT NOT SHOWN FOR CLARITY, SEE MECHANICAL FOR 'X w � N LOCATIONS OF OPENINGS FOR ALL MECHANICAL UNITS, PIPING, ETC. 10. o m 2. THE CONTRACTOR SHALL DESIGN AND CONSTRUCT THE EXCAVATION AND DESIGN 4 AND INSTALL SHORING TO PREVENT DAMAGE TO ADJACENT STRUCTURES, PIPING PROJECT Nb. o AND ROADWAYS. ANY DAMAGE TO ADJACENT STRUCTURES, PIPING AND ROADWAYS O417.032.01-040E-0315 SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. THE CONTRACTOR �/�" SNEET NUMBER SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLA71ON OR CONSTRUCTION 34 G AND MAINTENANCE OF EXCAVATION SLOPES AND SHORING SYSTEMS. Q �. DRAWING NUMBER z 3. CONTRACTOR SHALL DEWATER THE EXCAVATION AS REQUIRED AND AS SPECIFIED. �(� CLARIFIER STRUCTURAL FOUNDATION PLAN 1 SCALE: 1/4• = 1'-0" ol CLARIFIER EFFLUENT BOX. 24' PE. SEE DWG 2-C-3 h Wio SEE 4 . & 2-C-4 FOR CONTINUATION. C A IFI R M CHANICAI PLAN NOTES: - m� z 5-S/M-3 Q I. THE SYMBOL •• DENOTES EQUIPMENT TO BE 8" SUPPLIED BY THE CLARIFIER MECHANISM g BOTTOM LAUNDER ELEV.=4605.10 (TYP,) /T �e �i h U 4PSD. SEE DWG. 2-C-3 AND MANUFACTURER AND TO BE INSTALLED BY THE aL"1 a t:o [7 2-C-4 FOR CONTINUATION. CONTRACTOR. ou h v 2. THE CONTRACTOR SHALL DESIGN AND CONSTRUCT `Q• HANDRAIL BY CONTRACTOR. THE EXCAVATION AND DESIGN AND INSTALL SHORING TO PREVENT DAMAGE TO ADJACENT STRUCTURES, SEE 5p90 PIPING AND ROADWAYS. ANY DAMAGE TO ADJACENT ,"' 11 STRUCTURES, PIPING AND ROADWAYS SHALL BE G a33,y '`4 6" PSM. SEE DWG. 2-C-3 AND REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 8" FLEX. CPLG. 2-C-4 FOR CONTINUATION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION OR CONSTRUCTION AND u�a MAINTENANCE OF EXCAVATION SLOPES AND SHORING m 6" SD, LE.= 4593.75 I I \ \ 1" 11W. SEE DWG. 2-C-3 AND pj`V \ SYSTEMS. (LE. AT TEE, NOT SHOWN) \\ 2-C-4 FOR CONTINUATION. \� 3. CONTRACTOR SHALL DEWATER THE EXCAVATION AS /// •• 3'-0' WIDE CLARIFIER WALKWAY \ / It OF PUMP STATION REQUIRED AND AS SPECIFIED. / BRIDGE TO CENTER PLATFORM. \\\ / 8" SDC. SEE DWG. 2-C-3 AND (PLATFORM NOT SHOWN FOR CLARITY). PRIMARY SCUM PUMP 2-C-4 FOR CONTINUATION. / I I STATION. SEEI \ 6" SO, SEE (TYP.) 5-S/M-6 6" SD, LE.-4593.50 �II / / \� / 1'-V240. SEE 15110 . LOCATE JUST OUTSIDE SIDEWALK AREA AS GENERALLY SHOWN ON DWG. 2-C-4. _ z \ \ oI I / / \ 16CON PANEL • 2 O LCP-5-2 Jy TOP OF CLARIFIER FLOOR. W 6 in / LOCAL CONTROL " GROUT. ELEVATION VARIES. FOR MOUNTING DETAILS. s 6" CONIC. SLAB / / \ m TYPE A HOSE RACK. / /// \\\\6'•`� I I / / / /�/ \\\ SEE 5251A AND I.E.=4594.5 III // // / •• SCUM TROUGH 6" SO SLOTTED ;z€ \ LE.=4594.50 // / \\ DRAIN PIPE AS wN� II \\ �_ SPECIFIED. _ Q � _ / // r \\ DRAIN GRAVEL MATERIAL, •• 24' LD. 57EEL \ \ 0 S/�/ \\ // / o ? PROVIDE GRADATION AND z o INFLUENT COLUMN. \ / // / 1` WALL PIPE, SEE 4 COMPACT AS SPECIFIED. A y" // / 5-SS/M-4 ;o CONTINUOUS BELOW SLAB. Q W �� 6 II DIRECTION OF o 1 MECHANISM O, l COMPACTED SUBGRADE .--I ROTATION 4"-V948. SEE Q \ �--0- 1 INVERTIll (TYP. OF 6). 5-S/M-4/ 4'-V946 (TYP. OF 2). 1 II INVERT ELEV VARIES. SEE PLAN. MIN. �y�4 1'+''3= LE.=4594.50 IlI 1 _ - - SUB-DRAIN PIPING DETAIL 6" SD — — J -__ __ 6' s0 _ — _ SCALE: 1/2' = r-O" - - _ _- - _ — - - — -- — rf — __ _ _ - - - - - - 5-S/M-5 N 12" DEW. SEE DWG. 11 \ I b 111 II F2-C-3 AND OR CONTINUATION, 4 III LE.=4594.55��// \` O \ II // 6' SD, LE.=4594.25 (I.E. AT TEE, NOT SHOWN) l I '� on E "� I I 6' SO, LE.=4593.75 r \ \\ / ll SET WEIR PLATE � o �' I l IN BED OF MASTIC Im t m�'MECHANISM SUPPORT AND \ •� --- II SLUDGE HOPPER. \\ TOP OF SCUM BAFFLE c a u o 11 \' o \\\ 1 SEE Q `� \ \\ I I TOP OF WEIR PLATE 5-S/M-4 , \ \ Y4 2'-O"x ' SCUM z u \ / EL. 4606.79 t^ BAFFLE PLATE " @ m S '�-5"SQ x Y4" COVER PLATE Q BETWEEN WEIR & BOLT •• z \� •" WEIR PLATE AND SCUM BAFFLE PLATE // I \ \ %'x IV SST HEX HEAD BOLT z AROUND PERIPHERY OF CLARIFIER. \ \\ �\ SEE DETAIL // LE.=4594. W/SST NUTS & WASHERS •• 0 O L6'x6"x Y4 x4" LONG W/ Q \� 'tv DIA SST FUSION BONDED 1-19(4"x 2" SLOTTED HOLE I I \ \ COATED CONCRETE ANCHORS • IN THE HORIZ. LEG "• J FOR SPACING SEE NOTE 1. 3j' SST MACH. BOLT W/SST r Q p / II \ \ / NUTS & WASHERS •• Z I— \�\ 6" SD, LE.=459a.0U :/ NOTE: CLARIFIER MECHANISM NOT SHOWN \ \ a w FOR CLARITY. SEE COMPOSITE SECTION I I \\ \ �/ L 6"z 6'x Y4"x4" LONG '•. Y4' TRIANGULAR BRACE •' w 5-S/M-5 a \\ / / �� oIl • \ \ \\ / WEIR AND BAFFLE SECTION w as Q-b END 6' S0. \\\ z n \ ,o 6 LL-4594. x 8,. w r a I I I \ 1'-0"x Y4" WE) J PLATE ••. 171 TOP OF WEIR ~ I a I \ �24' FLEX. CPLG. WEIR INVT.-4 ;,� PLATE EL 4606.79 W U ELEV606.54 ✓� 24" P.I. SEE DWG 2-C-3 AND — \ 6' SD, I.E.=4594.25 AROUND ui 1DCLARIFFI R. SEE DWG. \\\ I I // •\\ 2-C-4 FOR CONtINlMT10N, 2X. SQ. I ' 3 P r 2-C-2 FOR DETAILS. \\ I SEE NOTE 1 HOLE, TY WEIR PLATE DETAIL Z N Q m ` ��-� - CONCRETE ENCASE PIPE BELOW 1.NOT SCUM BAFFLE ANCHORS SHALL BE EQUALLY SPACED O w STRUCTURE TO LIMIT SHOWN, AT 4'-0" O.C. MAX. PLACE WEIR ANCHORS AT m N a SEE 3014 (TYP. WHERE SHOWN), MFR SEE 2 ALL OPAR S EXCEPT FASTENERS SH AS ALL DED Y ALL BE FIBERGLASS.5 6 m iv 3. PROVIDE WEIR CLOSURE DETAIL SIMILAR TO 5004 AT BOTH G 6' SD, SEE e�(TYP.) SIDES OF SCUM TROUGH. "13 b - 4 CONTINUE WEIR AND BAFFLE PLATES ACROSS CONCRETE 0417 o3201-0400-oni / ~ WALL BELOW CLARIFIER BRIDGE WALKWAY. SHEET NUMBER 35 "V" NOTCH WEIR AND BAFFLE ASSEMBLY Z21 oRAwINc NUMeEf CLARIFIER MECHANICAL PLAN SCALE 1• = 1'-0' 5-M-2, 5-S/M-3, SCALE 1/4" = 1'-0" 5-S/M-5, 5-S/M-6 5-M-2 m30 O HANDRAIL NOT SHOWN. SEE DWG. rmu3 5-M-2 AND 5 S/M 5 V. 2'-0" 1'-0` �� - 65'-0" DIA. 1'-0" 2'-0" 8` TOP OF WALL ELEV. 4612.75�I B5-0. IYIf (BEYONDTOP OF)ALL ELEV. 4612.75 U� oc ADD'L #5 #5 O 12". CTR. IN WALL #5012" // SEE t� FOR DETAILS. a- #5 O 9" HORIZ. 05012" CTRD. - 00 TOP OF SUB ELEV. 4609.25 IN SLAB v ,,�• 3'-0" WIDE x 4` THK. CONIC. NS O 9`YI TOP OF WALL ELEV. 4610.00 ADD'L #5, TYP. L i SIDEWALK ALL AROUND. 1•�• WALKWAY BRIDGE SEE 2301 (SIM.) •• 1 m TOP OF 4" THICK SLAB. ELEV. - IV R"N SLOPE Y4`/FT� # FOR9DETAILSEIN THI52AREA. �O'" 5012" HORIZ. E.F. LAP 2'-6". 1 TOP OF WALL ELEV. 4606.37 STAGGER SPLICES. f• 24 PE., SEE DWG 2-C-3 k CORNER/HORIZONTAL 4 PR WEIR AND BAFFLE •' WEIR AND BAFFLE •'. 2-C-4 FOR CONTINUATION. REINFORCING PER '""•"•^-" (11 / SEE DETAIL/ SEE DETAIL + - 5-M-2 5-M-2 )¢" PJF (TYP.) BOTTOM OF LAUNDER — / MAX. WATER MAX. WATER SURFACE ELEV. 4606.70 #5012" ELEV. 4605.10 SURFACE ELEV. 4606.70 BOTTOM OF LAUNDER ELEV. 4605.10 - BOTTOM OF LAUNDER ADD'L #5 = /-ADD'L #5 ELEV. 4605.10 6" WATERSTOP. SEE 3411 (TYP.} 6" WATERSTOP. SEE 3411 (TYP-) -- --_ #5012" o ADD'L. 05 HORIZ., EA. FACE ADD #5 HOOPS m #SO9" 6-#5 CONT. HOOPS, LAP #5012" 2" CLR., TYP. EA, FACE 2'-6", STAGGER SPLICES. #5O� HORIZ. n 05 O 12" HORIZ. E.F., UP �i#5012" . E.F., LAP 2'-6', 1'-4" 2' 12 STAGGER SPLICES #5012" VERT. E-F. "12- VERT E F STAGGER SPLICES. PROVIDE ADD'L #5 HORIZ. 0 12" O.C. O PROVIDE ADD'L 05 HORIZ. O 12' O.C. O 2` CLR., TYP. EA. FACE _ BOTTOM 3'-0" OF WALL FOR 6" O.C. TOTAL TOM 3-0 OF WALL FOR 6 BOTTOM " O.C. TOTAL #5 II DOWELS O 12" O.C.-� FOR TYP. WALL CONST. JT. FOR TYP. WALL CONST. JT., #5 L DOWELS 0 12' O.C. :r `� SEE 3400 (TYP.) USE 6" W.S. 3411 N ]i SEE 3400 (TYP., USE W '^ I-q^ 6" W.S. 3411 TOP OF GROUT ELEV. 4598.7 OP OF GROUT ELEV. 4598.70 1'-0" 1'-6" #5 1 DOWELS O 12" O.C. TOP OF FOOTING ELEV. 4598.53 a _ TOP OF SLAB ELEV. 4598.53 I- TOP Of SLAB ELEV. 4598.53 TOP OF FOOTING ELEV. 4598.53 4� 8" 2-0" I 2-0 B" 4• 10-05 CONT. CIRCUM. IN FOOTING � Tk0. UP 2'-6`, STAGGER SPLICE 2 EXPANSION JOINT. O EXPANSI N JOINT. #5 CONT. CIRCUM. IN FOOTING. 8 FABRICATED A UMtNUM GRATING. �1 SEE DETAIL 3407 407A � � SEE D IL 3407A 3407 t� PNLAP 2'-6`. STAGGER SPLICES E SEE DETAIL SUPPORT ON Yi 4 SIDES PER 5p12 . TYPE GS-3 U O o — Ilj t CLARIFIER EFFLUENT BOX PLAN DETAIL L _ SCALE: 1/2' = 1'-O" 5-5-1, 5-M-2 ^< MS .I[DO- 0 12" O.0 -� iw FOR TYPICAL INTERIOR SLAB COMPACTED DRAIN GRAVEL0l 4'-0' 2'-0" ON GRADE, SEE DWG. 5-S-I 2'-0• q'_0" COMPACTED DRAIN GRAVEL �IT1 a ` MATERIAL TO UNDISTURBED AND DETAIL 1 MATERIAL TO UNDISTURBED 3 ILL_I^I�UII; � 8" '-0" t'-0' EARTH. 18" MIN. #5012" 5-S/M-5 EARTH - 18" MIN.#5012" _\rI 65'-0" DIA MIN. TOP OF WALL ELEV. 4612 75 ADD'L #5 2 6" 2 6` 0 i m o WALL SECTION AT WALKWAY TYPICAL WALL SECTION �1 r c-1 �- � g SCALE: 1/2` = 1'-0- 5-S-1, 5-M-2, 5-S/M-5, 5-5/M-6 SCALE: 1/2" = 1'-0" 5-5-1, 5-M-2, 5-S/M-5 2' 0509" y TOP OF 4" THICK CONC. SLAB. WALKWAY BRIDGE BY CLARIFIER FOR DETAILS 5N THIS AREA.DWG 2-C-2 I #509 CTR. IN WALL MFR. ••. HANDR14L NOT SHOWN, SEE Q. AS REQ'D. BY MFR. 5-S/M-5 (9" -PROVIDE CONIC. STEP(S) W/ ABRASIVE NOSING TOP OF WALL ELEV. 4606.37 Q FULL WIDTH OF WALKWAY. INSTALL AS 3-11Y4` TYP I WEIR AND BAFFLE NEEDED SO MAX. RISE = 7)¢`. ALL 3' SPACE SEE DETAIL ED VI RISERS SHALL BE EQUAL AND ALL �� (TYP.) Y1" PJF (TYP.) I 5-M-2 1- TREADS SHALL = 10'. )S"x 1$" AL. BAR ELEV. 4605.10 U Q AROUND PERIMETER I MAX. WATER SURFACE IELEV. 4606.70 w 04 BAR (CENTERED FABRICATED ALUMINUM GRATE, - p O .+� 111111111111 Y`x Ih' AL. BARS (TYP.) SEE / O ADD'L #5- p TOP OF ACCESS LANDING. n N Ln �ELEV. - 4610.00. 6 WATERSTOP. SEE 3411 (TYP.) I S Z Y4"x%' AL BAR ALONG TOP TYPE GS-3 SUPPORT, a5012 Z OF GRATE, TYP. OF 2- ELEV. 4604.03 SEE (TYP. 4 SIDES). [1 w /// O v1 _ EQUALLY SPACED. OPENING REINF. 1i I- • • • , SEE — — ELEV. 4602.03 Z cc: U �+ ® w Lj 24" FLEX. CPLG. 2'-O" 1'-D" Q In 24"PE ra t'-6` 1'-6" a O • s/9"x 8" LG. EXP. ANCHOR (TYP. of 3 GRATE DETAIL �1 u SCALE: 1/2` = 1'-O` NOTI SHOWN, SEE REINFORCING DETAI Q Z EQUALLY SPACED. Q FOR WALL AND SLAB REINFORCING. _ + I / ELEV. 4600-53 W a g SEE a SST ANCHOR BOLT FOR CONNECTION OF 1 -O w CRETE FILL WALKWAY BRIDGE TO CONC. SLAB. NUMBER W. CO AND SIZE AS REQ'D. BY MFR. (2 MIN.). •• 24` PExMJ 0.1. WALL PIPE,�� Q ckf Q L 15 60 E.=4600.53, SEE 1 4" TOP OF FOOTING ELEV. 4598.53 3 OFFSET 12 O U LANDING DETAIL L15 DOWELS 0 12"— + —�' a Er ' SCALE: 1" = 1'-0" - 'yam., � w ZQ N O w m FOR TYP. WALL CONST. JT. SEE USE 6 W.S.W3411 14^•#5 vRN[11 NO ( u.n o3zo1-o400-ou 1 COMPACTED DRAIN GRAVEL 6'-6` 2'-0" #5012' SNIFFY NUMBER MATERIAL TO UNDISTURBED 36 EARTH, 18" MIN. DRAWING NUMBER CLARIFIER EFFLUENT BOX SECTION ;j_5/M—3 SCALE: 1/2" = V-0" - mo° 1" DIA. x 22' LONG (MIN.) W/ 5" 00i; PROJECTION, 316 SST ANCHOR BOLTS W/ jo Za 24" INSIDE DIAMETER FUSION BONDED EPDXY COATING AS POURED JOINT FILLER, �X INFLUENT COLUMN •• SPECIFIED. NO. AND SPACING AS RUBBER ASPHALT, REO'D. BY MFR. (8 MIN.). •• AS SPECIFIED. N]JK Za 6"x �` PLASTIC WATERSTOP. NON-SHRINK GROUT SEE 03411 I SLOPE �,,........." TOP OF CONC. ELEV. 4595.95 ----� �2' GROUT a33N"•e z 2" GROUT g" CONC. SLAB i.l Z 00 0 " i _ J1 X MIN. 2'-y• 2. 6" I d PFO / %"x 4' PREMOLDED � 2 4 X2,. +,..,....,.,.,......' m 24' DIA. WSTL PIPE MI MIN. 2-0" 2'-4 1�0" JOINT FILLER. AS SPECIFIED IN NOTES SECTION 15D01 D, 1. TYPICAL AT BASE SLAB 41 INTERSECTION WITH CENTER b" PSD \ • SEE �• PIER. o c _ (2) /50 T.O. WALL 2 LAYERS OF 30 LB. 2. JOINT AT CLARIFIER WALL TO ROOFING FELT. SLAB, WHERE REQUIRED, - 6' SHALL BE SIMILAR, SEE 0 TYPICAL CLARIFIER WALL °' (2) #50 T.O. WALL SECTION. o I g o INFLUENT COLUMN ANCHOR DETAIL CLARIFIER CENTER PIER JOINT DETAIL r31 M W SCALE: 1" = 1'-0' - SCALE: 1" = 1'-0" - plu ITI O 0 o z n I I i n �NN N � I5 og z � L- FOR TYPICAL WALL SECTION FOR LAITYPICAL - 12" PExMJ WALL PIPE. AND REINF SEE © INTERIOR SLjaO o I.E. 4598.88. SEE (� 4"-V948. TYP. OF 6. I CONCRETE ENCASE TO LIMITS a 9?^ DETAIL 15601 (SIM.), 5-S/M-3 GRADE. SEE 1 INSTALL VERTICALLY. �+ SHOWN ON DWG. 5-M-2.S-S/M-5 12" FLEX. COUPLING z IL €uT TOP OF GROUT 12" DEW. SEE DWG. N TOP OF GROUT MIN. TO TO TOP OF OM VALVE. 4"-V946. PLACE 15' SQUARE CEOTEXTILE w F�a� s ELEV. 4598.70 Q g '= 2-C-3 AND 2-C-4 WRAP AROUND END OF VALVE EXTENSION. f11_FOR CONTINUATION. 1�1 yygg COP OF FOOTING AND HOLD IN PLACE W/ NYLON ZIP LOCK FASTENER/ �•(x d ELEV.CONC SLAB CABLE TIE (TYP. OF 2). W= Q� ELEV. 4598.53 - 4 . 24 WSTL TO DI TRANSITION s i COUPLING. CONCRETE ENCASE TO LIMITS a 18" MIN. SHOWN ON DWG. 5-M-2. DRAIN GRAVEL _ _ 24_ PI SEE 03014 (TYP.) LOWER CONSTRUCTION JOINT, REINFORCING, LAYER. 15" SQUARE GEOTE"LE. WRAP FOR TYPICAL FOOTING SECTION J AND WATERSTOP AT WALL PIPE ONLY, AROUND END OF VALVE EXTENSION. AND RUNE SEE Q AS REQ'D. TO ACCOMODATE PIPE HOLD IN PLACE WITH NYLON ZIP- 5-S/M-3 WITH SEEP RING- LOCK FASTENER/CABLE TIE. ; CLARIFIER MECHANISM SUPPORT AND QUAIL r� w �I Imo HYDROSTATIC RELIEF VALVE DETAIL r5 SLUDGE HOPPER LOWER PLAN DETAIL DEWATERING WALL PIPE D 5 S 1. 5-M-2 Wm SCALE: 1/2" = 1'-0" 5-M-2 SCALE: 1/2" = 1'-0" a SCALE- 1/2" = 1'-0" 5-M-2, 5-S/M-5 m q AS REQ'D. BY CLARIFIER MECHANISM 2'-9" 2'-6" a MFR., 3'-0- MIN. 3" (MIN.) (M -� Q 3 Z AS REQ'D. BY BOLT CIRCLE CLARIFIER MECHANISM z Q AS REO'D. BY MFR., 3'-0" MIN. O_ z 24" INSIDE DIA. CLARIFIER CLARIFIER MrR, 24" INSIDE DIA. CLARIFIER 6 g L INFLUENT COLUMN. •• INFLUENT COLUMN. •• 6" 6'-9" 6" Q Ip CLARIFIER CENTER PIER EXPANSION JOINT. I w w 24" DIA. WSTL PIPE AS SPECIFIED \ - - SEE DETAIL J (TYP., SIM.) O O IN SECTION 15001 D. TOP OF GROUT ELEV.=4596.12 SEE�SIM. O o TOP OF CONC. ELEV. 4595.95 ELEV. 4595.20 FOR TYPICAL SEE FOR TYPICAL 2 6' Z Q INTERIOR S ON SEE (SIM.). CONC. REINF. INTERIOR SLA�ON _ TOP OF CONC. ELEV.=4595.95 /�T-lmplu OF CONC.GRADE. SEE�1 - PER 3305 GRADE. SEE�1 3" AT CENTER PIER. . VARIES Z.2 5-S/M-5 \ 2" GROUT 5-S/M-5 4"-V946 ND STRUCTURE. w _O rn 6" CONC. SLAB l ELEV. 4595.25 ~ Z tY C>> IYS DOWELS TO MATCH LOGITUDINAL _ ELEV. 4595.89 Ln BARS IN CONC. PIPE ENCASEMENT, 1 F- V J �`+ ( SPLICE 1'-8". 3-4J�' Q Q / CONC. ENCASEMENT. / ch C Z N SEE 03014 / Q u' SEEP RING, S 15605 EE HORIZ.,1 E F.O TYP. PER D3014SE C w w o GRAVEL DkAIN MAYL. - CONC. FILL N5012', E.F.__ - -- n J- � Q ELEV. 4592.37 �y I Q tY ELEV. 4592.37 �C I— o X SEE DIWG FOR MCONTINUATION, Z F 24" WSTL TO DI TRANSITION w Q Ln _ y5 DOWELS O 12" 1 COUPLING. Np E.w., r&e. m C., E.F. A15012% N 4 24" DIA. WSTL PIPE AS SPECIFIED COMPACTED IMPORTED ENGINEERED 8" PEzMJ DI WALL PIPE, p c COMPACTED IMPORTED ENGINEERED IN SPEC. SECTION 15001 D. STRUCTURAL FILL TO UNDISTURBE �5 0 12", EW., T & B INV. ELEV.=4592.62. SEE m STRUCTURAL FILL TO UNDISTURBED EARTH, 8" MIN. 15601 (SIM.) n EXTEND Q5 BARS FOR LAP TO BARS I- PROJECT No. 0 EARTH, 8" MIN. IN CONIC, PIPE ENCASEMENT, SPLICE 1'-B' N5 DOWELS 0 12" alzo32ot-o4Go-on1 n O.C., E.F., TYP. O 4 SHEET NUMBER 37 1 SECTION SECTION DRAWING NUMBER SCALE: 1/2" = 1'-D" - SCALE: 1/2" = i'-O" - _S/NI—4 CLARIFIER MECHANICAL SECTION NOTES mom x� 1. THE SYMBOL " DENOTES EQUIPMENT TO BE HE SUPPLIED BY T CLARIFIER MECHANISM MANUFACTURER AND TO BE INSTALLED BY THE �O o CONTRACTOR. w��O 3UG 2. FOR ORIENTATION OF PIPES AND EQUIPMENT, SEE xW,3 PLAN ON DWG. 5-M-2. 3. THE CONTRACTOR SHALL DESIGN AND CONSTRUCT •"" a3 M3 THE EXCAVATION AND DESIGN AND INSTALL SHORING r 3N•� TO PREVENT DAMAGE TO ADJACENT STRUCTURES, 1. PIPING AND ROADWAYS. ANY DAMAGE TO ADJACENT fAda STRUCTURES, PIPING AND ROADWAYS SHALL BE 1 _ 65'-0" REPAIRD BY THE CONTRACTOR AT HIS OWN EXPENSE. m o INSIDE DIAMETER THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION OR CONSTRUCTION AND * ft�E MAINTENANCE OF EXCAVATION SLOPES AND SHORING P �.•• SYSTEMS. '• -' 4. CONTRACTOR SHALL DEWATER THE EXCAVATION AS 42"ALUMINUM HANDRAIL ALUMINUM HANDRAIL BY REQUIRED AND AS SPECIFIED. m CENTER PLATFORM AREA � CONTRACTOR, EACH SIDE � DRIVE.AT NOTSHOWN)(DRIVE — — — — OF LANDING. SEE 5090 3'-0" WIDE BY 4' THK. SIDEWALK AS SHOWN ON DWG. 2-C-2 E P =4612.75 TOP OF WALL (BEYOND) OF WALL SEE 02301 (SIM.). SEE TYPICAL WALL SECTION © — — — — ELEV.=4612.75 5-S/M-3 ET o � z 0 SLOPE , TOP ACCESS LANDING a WEIR AND SCUM BAFFLE • r- ELEV_=4610.00 SEE Q MAX. WS ELEV.=4606.70 WALKWAY BRIDGE ^ MAX. WS ELEV. = 4606.70 m o 5-M-2 71 SCUM SKIMMER BLADE •• 4" CONC. SLAB/SIDEWALK. a i LAUNDER INFLUENT WELL SEE DWG. 2-C-2. " — ELEV =4 D .t HOE <' SLUDGE RAKE ARM (TYP. OF 2) •• €�. WALL SECTION AT WALKWAY. i w EXCAVATION AREA. SEE DETAIL C 'z�H c N - SEE NOTE 3. 24" DIA. STEEL INFLUENT COLUMN 5-0-3 �o^_ •• — 1 -0" U 4Z TOP OF FOOTING/SLAB ELEV.=4598,53 EXTEND GRAVEL DRAIN MATERIAL -I- TO TOP OF FOOTING. O rw 8 RS A 1 T 12 6"SD PIPE, SEE 5-M-2 y ® O `GRAVEL DRAIN MATERIAL, 18" MIN. 2-0" 8" PSD. FOR CONTINUATION, Q,1 SEE DWG. 2-C-3 AND 2-C-4. I�GI 3 a"-v948. SEE ELEV. = 4592.37 8 6'SD PIPE, SEEK (TYP.) - a€ 5-M-2 DETAIL Q. (TYP. OF 6) 8$ 5-S/M-4 \ `CONCRETE ENCASE BELOW MECHANICAL SUPPORT AND STRUCTURE PER 03014 SLUDGE HOPPER. SEE �. 5-S/M-4 3 m o CLARIFIER MECHANICAL COMPOSITE SECTION N SCALE: I/4" = 1'-0" 5-S-1 � N �mo 5-M-2 m m q 5-S/M-3 Q z N � O Z O Q � J v a O � O v � O o Z y — Q z Q cn z n a w O LiQ N ,Q J N Q Q O. } U Q Z 2" CLARIFIER SLAB SLAB W/ M5 E.W., _ 6" GROUT TOPPING w y CTRD. IN SLAB, SEE DWG. 5-5-1 FOR ORIENTATION. Q 0 3 � I W J (n Q a Q CIL 3 u U Z � E 18" MIN. GRAVEL DRAIN MATERIAL Q PLACED IN LOOSE LIFTS ~m AND COMPACTED AS SPECIFIED N v ON DWG. 1-G-4. w0 w o N O N rn O M CLARIFIER SLAB ON GRADE ��1 RRacc1 0 SCALE: 1/2" = 1'-0" 5-S-1 Dal 7.03201-040D-0lli e 5-S/M-3 `;MEET NUMBER 5-S/M-4 36 x DRAWING NuueER 5-S/M-5 THRUST BLOCK NOTES AND DETAILS - mop THRUST BLOCK NOTES „zo BEARING AREA OF THRUST BLOCKS IN SQ, FT 1. KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES. aowz Lo . ou HORIZONTAL BENDS r C Aga _ �< TEE, WYE. 90' BEND TEE 2. CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST ABBREVIA IONS �Q FITTING PLUG, OR PLUGGED PLUGGED BEND ANGLE UNDISTURBED EARTH. SIZE CAP CROSS RUN AT A2 4S 22 1/2' 1 1/4* 3, REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BF 4 1.0 1.4 1.9 1.4 1.0 - - 8]3N AS INDICATED HEREIN, ADJUSTED, IF NECESSARY, TO CONFORM AB ANCHOR BOLT FB FLAT BAR, FACE BRICK PAIL PANEL 6 2.1 3.0 4.3 1 3.0 1.6 1.0 - TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING ABDN ABANDON FC FLEXIBLE COUPLING PRCST PRECAST Boa 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 ABV ABOVE FCA FLANGE COUPLING ADAPTER PREFAB PREFABRICATED m¢n Z 11 B STRESS(ES) STATED BELOW FOR PIPES LARGER THAN SHOWN. 10 5.9 8.4 8.4 4.6 2.4 1.2 CHECK THRUST BLOCK SIZING WITH ENGINEER. AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PRELIM PRELIMINARY s o00 0 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 ADDL ADDITIONAL FEIN FOUNDATION PREP PREPARE. PREPARATION 5 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 4. THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD ADJ ADJACENT, ADJUST F. EXT FIRE EXTINGUISHER PROP PROPERTY ny F6 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 PSIG ADPTR ADAPTER FF FINISHED FLOOR PRV PRESSURE REDUCING VALVE RESULTANT THRUSTS ARE BASED ON TEST PRESSURE OF 150 18 19.0 27.0 35.0 27.0 14.6 7.6 3.8 APD THE WEIGHT OF CONCRETE = 4050 LEIS/CU YD. TO COMPUTE AH ABOVE FINISHED FLOOR FG FINISH GRADE PS PRESSURE SWITCH, PIPE SUPPORT 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 ANCHOR FL FLOOR, FLOW PT POINT. POINT TANGENCY VOLUMES FOR DIFFERENT TEST PRESSURES. USE THE FOLLOWING ALUM ALUMINUM FLEX FLEXIBLE PVC POLYVINYL CHLORIDE 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 EQUATION: VOLUME - (TEST PRESS./150) II (TABLE VALUE). ALT ALTERNATE EEG FLANGE PVMT PAVEMENT 30 53.0 75.0 106.0 75.0 41.0 21.5 11.0 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ELL FLOW LINE RAD RADIUS 36 76.5 108.0 153.0 100. 59.0 30.6 15.3 5- BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE APPROX APPROXIMATE FIN. FINISH RC REINFORCED CONCRETE 42 1 104.0 147.0 208.0 1474 81.0 42.0 21.0 BASED ON TEST PRESSURE Of 150 PSIG AND AN ALLOWABLE SOIL APVD APPROVED TER FLOOR RCP REINFORCED-CONCRETE PIPE BEARING STRESS OF 2000 LBS/SQ FT. TO COMPUTE BEARING ARCH ARCHITECTURE, ARCHITECTURAL FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING ASPH ASPHALT ERR FIBERGLASS REINFORCED PLASTIC RDCR REDUCER o VOLUME OF THRUST BLOCK STRESSES, MULTIPLY TABLE VALUES BY THE FACTOR 0 AVERAGE FT FABRICATED STEEL REBAR REINFORCEMENT 64R a c IN CUBIC YARDS (I3.33)(P1/Sp), WI4ERE: P1 ACTUAL TEST PRESSURE, PSIG 0 AT FT FOOT, FEET REF REFERENCE BO BOARD FTG FOOTING, FITTING RUNE REINFORCE (VERTICAL BENDS) 5e : ACTUAL SOIL BEARING PRESSURE, PSF BETW BETWEEN F TO F FACE TO FACE RELOC RELOCATE, RELOCATION FITTING BEND ANGLE BF BOTTOM FACE GA GAGE, GAUGE READ REQUIRED SIZE 46 22 1/2- 11 1/4' 6. THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD BLDG BUILDING GAL GALLON RST REINFORCING STEEL 4 1.1 0.4 0.2 RESULTANT THRUSTS SHALL BE THE SAME AS FOR 1ORIZONTAL BLH BLOCK GALV GALVANIZED R/W RIGHT-OF-WAY i 6 2.7 1.0 0.4 BENDS. BLW BELOW GALVS GALVANIZED STEEL SAN SANITARY 8 4.0 1.5 0.8 BM BEAM, BENCHMARK GNO GROUND SCHED SCHEDULE Y 10 6.0 2.3 0.9 7 BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS BOT BOTTOM GRTC GRATING SOWK SIDEWALK RN�rc "' 12 8.5 3.2 1.3 SHOWN ON PLANS TAKE PRECEDENCE OVER THIS STANDARD. BRG BLARING GSKT CASKET SECT SECTION 14 11.5 4.3 1.8 BRKT BRACKET GSP GALVANIZED STEEL PIPE SHT SHEET i H A5 i 18 14.8 5.8 2.J CHAR CHANNEL CVl GRAVEL SIM SIMILAR m -r-q� B. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 CHK CHECK GWB GYPSUM WALLBOARD SLP SLOPE qk SO FT. CI CAST IRON HAS HEADED ANCHOR STUD 5P SPACE, SPACED J 5-33 FrMNG ROD CIMJ CAST-IRON PIPE MECHANICAL JOINT HB HOSE BIB SPEC SPECIFICATION z 1- SIZE SIZE EMBEDMENT 9. VERTICAL BENDS THAT REQUIRE A THRUST BLACK VOLUME CIP CAST-IRON PIPE FLANGED JOINT HD HUB DRAIN SPG SPACING E"- I "AN LESS 6 30 EXCEEDING 5 CUBIC YARDS REQUIRE SPECIAL BLOCKING DETAILS. CIPC CAST-IN-PLACE CONCRETE HOW HARDWARE SPRI SUPPORT 0 W 8 g fr 6 14' - 16 8 36 CIRC CIRCULAR NOR HEADER SQ SQUARE € SEE PLANS FOR VOLUMES SHOWN TO LEFT OF SOLID LINE IN TABLE CJ CONSTRUCTION JOINT, CONTROL JOINT NK HOOK 50 FT SQUARE FOOT CL CENTER LINE HM HOLLOW METAL SO IN SQUARE INCH - w S 41 CLDI CEMENT LINED DUCTILE IRON HORIZ HORIZONTAL SST STAINLESS STEEL TO. TEST PRESSURES ARE SHOWN IN THE PIPING SCHEDULE IN THE ClG CEILING HP HORSEPOWER STA STATION 0 STAINLESS STEEL RODS OVER SPECIFICATIONS. CLR CLEAR, CLEARANCE HR HOSE RACK, HOUR STD STANDARD FITTING AND EMBEDDED CMP CORRUGATED METAL PIPE HT HEIGHT, HEAT TRACE STIF STIFFENER s IN CONCRETE (SEE TABLE 11. ALLOWABLE SOIL BEARING STRESS IS 1000 LBS/SQ. FT. PER CMU CONCRETE MASONRY UNITS HV HOSE VALVE STL STEEL ,. FOR SIZES) FOOT OF DEPTH UP TO A MAXIMUM OF 4000 LBS/S0, FT. CO CLEANOUT HVAC HEATING, VENTILATING, AND AIR CONDITIONING STRUCT STRUCTURE COL COLUMN HWY HIGHWAY SYM SYMMETRICAL A/ =vl- A/2 x�Hx x IIa11E+11 COMB COMBINATION ID INSIDE DIAMETER T&B TOP AND BOTTOM GONG N CONCRETE O CONCENTRIC IE INVERT ELEVATION TF TOP FACE °11_III�E CORN CONNECT, CONNECTION IF INSIDE FACE TEMP TEMPORARY, TEMPERATURE R /�11 CONSTR CONSTRUCTION IN. INCH THK THICK _Y�II IIr3� _ I I IIE Nt;�t� lleR ue HI�Iallanr �In CONT CONTINUE, CONTINUED, CONTINUOUS INFL INFLUENT THRU THROUGH o 0 III III 11 IIE 11911I II nE1' CONTR CONTRACTOR INSTL INSTALL, INSTALLATION T.O. TOP OF � 1/4' PLYWOOD CORD COORDINATE INSTR INSTRUMENT TOC TOP OF CONCRETE, TOP OF CURB w Q p NITS PLUGGED CROSS WYE OVER FACE S CORR CORRUGATED INSUL INSULATE TST TOP DF STEEL N61J �11E711 I1 ali IlExlt Of DOLTS n�_ I-U II dl C CP CONTROL PANEL TNT INTERIOR TW TOP OF WALL i v n k'I o ki ri�i n xSAr r� IF-Ix6 III n fk-iIIP INVERT TYR TYPICALV AT GREG COUPLING INVT INE 31 III a L- • r��IkIl EACH AREA C TO C CENTER TO CENTER JB JUNCTION BOX UBC UNIFORM BUILDING CODE. OBI ' = IDIIIa CTR CENTER JST JOIST UG UNDERGROUND n_ a yn (A/2) IS 1/2 OF Q and=_Rli -II ix /iiilll Illr�i �'le TABULATED CTSK COUNTERSINK JT JOINT LILT ULTIMATE Z F'NI M�IIIF- �11 I� =AI�-111PI IbauaUallonr= Al "I TOTAL CU CUBIC IUTAL AREA L ANGLE V VALVE VOLT (/1 Q BEND PLUGGED TEE CU FT CUBIC FEET LBS POUNDS VERT VERTICAL ZO Z Ln PLUGGED CROSS CU IN CUBIC INCH LF LINEAR FEET VOL VOLUME Z THRUST BLOCK DERAILS CULV CULVERT LNTL LINTEL VRFY VERIFY Q CU YD CUBIC YARD LONG LONGITUDINAL VTR VENT THROUGH ROOF U ~ Q NTS D DRAIN LP LOCAL PANEL W WIDTH L= A PENNY(NAIL SIZE) LR LONG RADIUS wU WOOD w c� Cn FLOW STREAM IDENTIFICATION IS A STANDARD LEGEND. DBA DEFORMED BAR ANCHOR LVL LEVEL W/ WITH O FLOW STREAM INDENTIFICATION THEREFORE, NOT ALL OF THE INFORMATION SHOWN DBL DOUBLE LVR LOUVER W/O WITHOUT m MAY BE USED ON THIS PROJECT. DET DETAIL MATL MATERIAL WE WATERLINE ~ Q Z o• DI DUCTILE IRON, DRAIN INLET MAX MAXIMUM WM WIRE MESH Q -� D. A6BBLYlAIIUN UEFINRION ABggpbr TIPN pEFINfT10N Ag FVYVIUN DLA DIAMETER MB MACHINE BOLT WS WATERSTOP, WATER SURFACE J C d U NIP AIR, HIGH PRESSURE I FILTRATE NIW RECIRCULATED HOT WATER DIAL; DIAGONAL MCC MOTOR CONTROL CENTER WSTL WELDED STEEL. WROUGHT STEEL a N AIR. INSTRUMENT FC FERRIC CHLORIDE RS RAW SEWAGE DIM DIMENSION MCP MOTOR CONTROL PANEL WT WEIGHT Z AL ALUM FOR FUEL OIL RETURN RSD REORCULAIFD SLUDGE DIM) DUCTILE-IRON MECHANICAL JOINT MECH MECHANICAL WTR WATER w a ULI AIR, LABORATORY FOS FUEL OIL SUPPLY SA SAMPLE DIR DIRECTION MFD MANUFACTURED WWF WELDED WIRE FABRIC r. Z ALP AIR,LOW PRESSURE PROCES, FS FIRE SPRINKLER SD SUB-DRAM! DN DOWN MFR MANUFACTURE, MANUFACTURER WWM WELDED WIRE MESH Q r AIdI ACID RESISTANT DRAIN ,R GRIT SLURRY SDC SUR-DRAIN COLLECTOR DR DOOR MH MANHOLE XFMR TRANSFORMER Q -I A1N ACID RESISTANT VENT KS HEAVY SOLIDS SAC SULFUR DIOXIDE GAS - PRESSURE DWG DRAWING MIN MINIMUM YD YARD H V U EACH MISC MISCELLANEOUS J 14, BASIN DRAIN IN 1107 WATER STA SULFUR DIOXIDE SOLUTION - PRESSURE FAYi MENDED DIGESTED SLUDGE IM71 HEATING WATER RETURN SDS SULFUR DIOXIDE SOLIFTgN EF EACH FACE EXHAUST FAN MJ MECHANICAL JOINT NOTECD _ w 1- (IE TIDE ILTER EFFLUENT INS HEATING WATER SUPPLY SIN SULFUR DIOXIDE GAS - VACUUM EL, ELEV ELEVATION NM NOT IN CONTRACT ~ w ELB ELBOW NO NUMBER 1. FOR ABBREVIATIONS NOT LISTED. SEE 'ABBREVIATIONS FOR Q III RIOT ILTER INFLUENT IM HYDRMOLIC FLUID SE SECONDARY EFFLUENT Y HI(1FlLIER RECYCLE LP) LIQUID POLYMER SH HEATED SLUDGE ELEC ELECTRIC, ELECTRICAL NIS NOMINAL USE IC DRAWINGS AND TEXRD, PUBLISHED BY THE w OR ENCL ENCLOSE NTS NOT TO SCALE AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) L0 Up ffm BYPASS ML MIXED UOUOR 5PD SUMP PUMP DISCHARGE < m µ ENGR ENGINEER OC ON CENTER OR CONTACT THE ENGINEER. S Cf. CHLORINE GAS(PRESSURE) NA SODIUM HYDROXIDE SS SANITARY SEWER - GRAVITY EP EDGE OF PAVEMENT OD OUTSIDE DIAMETER C4V CHLORINE GAS(VACUUM) NC NATURAL GAS SSD SECONDARY SLUDGE EOL EQUAL. EQUALLY OF OUTSIDE FACE 2. T1115 IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT Z Cl CHLORINE LIQUID(PRESSURE) IPI NONPOIABLE WATER SSM SECONDARY SCUM EQL SP EQUALLY SPACED OPNG OPENING ALL ABBREVIATIONS ARE USED ON THE PLANS. Q 0 L Of CS CHLORINE SOLUTION OIL OVERFLOW STS STORM SEWER EQUIP EQUIPMENT PacID PROCESS AND INSTRUMENTATION DIAGRAM 3 ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS w Q = LW COLD WATER PDS PRIMARY DIGESTED SLUDGE OAS THICKENED ACTIVATED SLUDGE EOUIV EQUIVALENT PC POINT OF CURVE (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE :2o L- D DRAIN PE PRIMARY EFFLUENT TE1S THICKENER BOTTOM SLUDGE EW EACH WAY PCP PLANT CONTROL PANEL SHOWN ON OTHER LEGEND SHEETS. GD w N DCW DOMESTIC COLD WAFER PC PROPANE CAS TDS THICKENED ENGESTED SLUDGE EXC EXCAVATE PE PLAIN END o DEC DECANT H PRIMARY INFLUENT TPS THICKENED PRIMARY SLUDGE EXH EXHAUST PEN PENETRATION m o co DFWATFR PIE PLANT EFFLUENT ILL THICKENER UNDER FLOW EXP EXPANSION PERP PERPENDICULAR PRQIEOT No N a OI GESTER GAS HD POLYMER SOLUTION Fill TEMPERED WATER EXP JT EXPANSION JOINT PH PIPE HANGER . 1 DIN DOMESTIC HOT WAFER PS PRESSURE SEWER LID UNOERORAIN EXST EXISTING PI PRESSURE INDICATOR POINT OF INTERSECTION OA 17,032 D1-ONOD-011� 0 EXT EXTENSION, EXTERIOR PJF PREMOLDED JOINT FILLER SHLPT NUMBER '. DINN DOMESTIC HOT WATER RECIRCULATION P`.71 PRIMARY SLUDGE Y VENT F FLANGE PL PLATE, PROPERTY LANE 3 o LXC DIGESTER LEVEL CONTROL PSM PRIMARY SCUM VAC VACUUM FAB FABRICATE PLYWD PLYWOOD DRAWING NUMBER DLX DIGESTER OVERFLOW RAS RETURN ACTIVATED SLUDGE YIR VENT THROUGH ROOF PMP PLANT MONITORING PANEL = IT; DIGESTED SLUDGE RCY RECYCLE WAS WASTE ACTIVATFO SLUDGE DW DISTILLED WATER RD ROOF DRAIN YI WATER - CITY POTABLE - - wsi LSH SET AT ELEV. 4606.50 (BELOW STAB). NOTES: 2-♦ SEE 13305 W 1. THE SYMBOL •• DENOTES EQUIPMENT TO BE SUPPLIED �o� o LE SET AT ELEV. 4608.00 (BELOW SLAB). / BY THE CLARIFIER MECHANISM MFR. AND TO BE /J►/ INSTALLED BY THE CONTRACTOR. z o - SEE 13310 LSl SET AT ELEV. 4600.25 (BELOW SLAB)- 2. THE SYMBOL • DENOTES AN APPROXIMATE DIMENSION. 2- SEE 13305 41 CONTRACTOR MUST VERIFY WITH PUMP MFR. � 1 -3'x 1'-�" OPENING 1 3. HEAT TRACE AND INSULATE ALL EXPOSED PSM PIPING fey a33,1, SCUM TROUGH •• 4'-0' PER MFR., ACTUAL REQUIRED 1 ABOVE SCUM PUMP STATION UPPER SLAB AND TO 5'-0" MIN. V-2• 4S��B. JVERIFY PER NJ� BELOW GRADE. COVER WITH ALUMINUM JACKET AS i 'aW o�yut PRIMARY SZ,UA7� SPECIFIED. W� 4 VENT. PUMP SEE tj_*� 4. PSM PIPING IN CLARIFIER SHALL BE MILL TYPE STEEL _ 4" PSM TEE PER SECTION 15001 B. PAINT INTERIOR AND EXTERIORY.; �y�'•! PER SYSTEM NO, 2 PRIOR TO PLACEMENT IN CONC. tr PROS,,•' o WALL AND PRIOR TO REMAINDER OF INSTALLATION. FCV-5-2-2 I " SEE NOTE 3. - f 5. INSTALL 4"x1' (1.3' OUTSIDE DIA.) COMPANION FLANGE 1 ON DISCHARGE END OF 45' BEND. SLOPE Ir I I E I , (BELOW) I (FLAT - �p 6. PROVIDE ADDITIONAL UPPER SLAB REINFORCING AT TWO FLOOR t , - - - T OPENINGS OPENING) PER PUMP 3305 OPENING AND ACCESS HATCH 6. - BELOW)-- � _ 0 4'-V604 4" PSM SPOOL W/ PIPE z SUPPORT PER 15510 A OF SCUM TROUGH OUTLET PIPE FCV-5-2-1 (TYP. OF 2) - m AND PRIMARY SCUM PUMP STATION (FOR ORIENTATION, SEE CLARIFIER m � I PUN DWG. 5-M-2. - - L_ '1C-_J _ Q �I •• WEIR PLATE AND SCUM BAFFLE 1 PLATE SEE r2 PROVIDE WALL CORNER 5-M-2 REINF. PER 3307 z 4'x 90' PSM BENDS. zi ;; � I ID SEE NOTE 3 (TYP,). z N N a z - a ' LOCATE 24"x 24' ALUMINUM ACCESS HATCH AS SHOWN. Y m FOR INSTALLATION, SEE DETAIL Q2 (SIMILAR, EXCEPT .-U--i '~ 2VCED $itE $a NO MANHOLE STEPS TO BE PROVIDED), SEE NOTE 6 ALSO, TYP. 0�� v P ypg{ SCUM PUMP STATION UPPER PLAN DETAIL �� fi0p SCALE: 1/2" = 1'-0' 5-S-1, 5-M-2 TOP OF WALL ELEV. 4612.75 4'-0' MIN. 3'-6' 4'-6' FOR TYPICAL SLAB_A_N D 4"x 3"x 90' �'-V307 REINF. SEE ! 8 1. PSM BEND. BLIND FLG. W/ - ALSO SEE NOTE 6. PE PRIMARY SCUM PUMP 4" PSM PIPING, SEE NOTE 3. PUMP SUPPORT _ 0!i-V236. P-5-2 BASE PLATE BY R SEE 15301 Y 5 O 9 O.C. W/ 5' EMBED PU MFR. �f DRILLED AND EPDXIED. E 6"x 6"x 4' #5 ® 12- C. SLAB E TOPELE OF SLAB > " o AmN SCUM TROUGH. MOUNT AND SUPPORT PSM TEE SCUM TROUGH PER MFR'S. REQUIREMENTS. " ALSO SEE NOTE 6. �' CONNECT TO SCUM BAFFLE PLATE AND TOP OF SCUM PUMP STATION 5' - E ELEV. 4611.00 • �o SEAL AS RECOMMENDED BY MFR. •• SLAB ELEV. 4609.75 EXTEND VERTICAL REINF. ABOVE ELEV. 4611-00 JOINT FOR LAP TO SLAB REINF. 5'-0"MIN. MAX WEIR AND SCUM DEWALK. SEE DWG. 2-C-2 ELEV. 4609.25 i g S m o ELEV. � THIS SIDE OF STRUCTURE 4606.70 ER ELEV. BAFFLE PLATES • 4609.25 SLOPE D DETAIL 2301 (�) 4'-0" SLOPE SLOPE MIN. Q BY PUMP - - m Z MFR, N Q D.I. WALL PIPE. Z SEE 15600 (SIM.), Z vv) )¢'PJF (TYP.) FLOOR SLEEVE PER DETAIL 15622 GONG. SIDEWALK. SEE 0 - - PIPE ByARGE PUMP 4' PSM. SEE (W/O SEEP RING) FOR LOCATION AND DWG 2-C-2 2301 TYPE 8 PIPE SWAY BRACE. U ~ w - MFR. NOTE 3. OTHER DETAILS. SEE 15711 (SST, TYP. OF 2). w O 4" PSM O n 21 SCUM TROUGH SUPPORT. FASTEN Q FOR TYPICAL #5012•. E.W., E.F. TO WALL WITH SST EPDXY ADHESIVE WALL SECTION 8" PSM, SEE NOTE 3. Z In ANCHORS, SIZE AND NUMBER AS AND REINF. ELEV. 4604.50 J Z REO'D. BY MFR. •• SEE© /5 ® 12" O.C., IY O _ 6' PSM. SEE DWG. 2-C-3 AND E.W E.F. 5� 4" PSM 45' BEND. ORIENT BEND w W 6" NEOPRENE FLEX 2-C-4 FOR CONTINUATION. TOWARD CENTER OF SCUM PIT AS SHOWN. I-- w U CONNECTOR •• - ELEV. 4603.10 ATTACH ORIFICE PER NOTE 5. w Q N • 6• TOP OF CONC. FILL. - ELEV. 4602.50 a U Z w ) a ELEV. 4601.50 rl 6" PSM PIPE AND LONG RADIUS BEND I I TOP OF CONC. FILL � �a AND WALL PIPE PER 15605 (SIM.) / FLG.x PE PSM ADAPTOR �I /5 DOWELS ® ELEV. 4601.50 _�Z SEE NOTE 4 TOP OF 99.0000NC FILL. L 6"x 90' PSM BEND. ">L 12" O.C., EF. CONC. FILL U ELEV. 4599.00 w AS REQ'D. PROVIDE THRUST BLOCK a F DING.PER 1-G-3 6' W.S. 1 Q BY MFR. BOTTOM OF PUMP BOWL ~ _- �'6" W 5. - 3411 TYP. W V) 3411 TYP. ASSEMBLY ELEV. 4599.75 I__ ELEV. 4599.00 I M5 DOWELS A 12" O.C., E.F.ELEV. 4598.53 io FOR TYPICAL WALL SECTION AND ELEV.-4598.53 - 3 � REINFORCING, SEE 0 ' 5-S/M-3 I a _ 2 w Q U N LO FOR TYPICAL��FOOTING AND I 1 m w REINF. SEE t o N N5 O 12. O.C., E.W., m TSB 0" PRQ)ECT NU. COMPACTED GRAVEL DRAIN MAL COMPACTED GRAVEL DRAIN MAT'L. O 6" 1� TO UNDISTURBED EARTH, 18" MIN. 1'-0' 8" 1'-O' 2'-6" 2'-6" 1'-O' 8• 1'-0' TO UNDISTURBED EARTH, 18" MIN. o4lzosET NUMBER t'-2` 6" MIN. SHEET NUMBER 39 NYNG NUMBER SECTION DRA A SECTION � SCALE 1/2" = 1'-0' - SCALE- 1/2' 1 -0" _ 5-x.7/M-6 I'� g I I s�RGE�esiv �~ TEMPERATURE GAUGE (TYP.) �Sl UDGf iPE,HOli.4 BALL l `a WATER HEATER SCHEDULE VALVE� Typ SLUOGE O/SF MARK INPUTS STORAGE MODEL {� MANUFACT. VOLT VENT GAS REMARKS > € f _ 111111 HOT WATER COLD WATER Hwkt 125.000 75 GAL CNR125-07 LOCHINVAR 115 6" NAT GAS SEE BELOW suPPLr ' - - � �� • INPUT RATING IS EXPRESSED IN Btu Hr SUPPLY I L •• PROVIDE LOW WATER CUT OFF AND WATER INLET AND OUTLET TEMPERATURE GAUGES- \ GRCY/TY T�✓/L Yf�//t a UNION <w m a 1 ��S I t _ /v . -1T _� .•r.... . �•r . APPLYGAS HOT WATER I4,F/<l!,-•<::L.fYlNf1 �.. i4�� ABLE •(f47LiCa:asf7�P.�Jc-Cfil7FiP .-. HEATER �•`•¢ ... r7e s✓t15E BrSsv :u$C/riL�ToiP/.U6F�1'1c1fIDf GAS SHUT-OFF L----'-'- 3GPEi✓/tdGfP FOCEvP4/l_. I - - — VALVE m I}.O C�'1i{/�jT/C' PIPE RELIEF TO w •�!/.!.Ct1C/-OrE�.%�.P r�`y}-"�lQ.'f:E'G:� I �_ I I `- +I NEAREST DRAIN ~ SECONDARY LIFT STATION I ' aiP T T�Plitf'TPOc�Frlrr<P ( , r - \ LEG DRIP CLEAN-o r DE�(C/.�TER/Nt SUB 01�,OiN r ,fl(97L6(lgli7flk'< 2.P ,�_J \\• OEArlO7ZoFIM^ o z - ` .11�!/.t>SE eP./�V.[ !• '.SLOG'i�OiGdTO.P ,' BLOWER ROOM HOT WATER HEATER PIPING SCHEMATIC - I - I - y I „riv-z xo shs�ce�r� m SCALE: NONE r� �� I � ..fi,P�;�T : •G4?T<.2r'la4�jPGE fcrCiTE,P "�1�� —� �i+r I z I GGfTLP \ S'UB I7 ,� �-?�-'c:c r=:P.�llf/�'T , +--"-_- �t_.-C•!lild!-_t.�/i'�sGb/.f.='-� a OEAG/TE W�ov v L �' Iir — aria-z BLOWER ROOM - I 1 I' ,P�rl'is 1;re; vG HOT WATER ".LATER RESTRAINTS 1 I ► :, i�6;P.Q•z�.r/QGsr i -:' " �: 1-. I '' I WATER SPACEMAKER No. 93-002 _ � R FOUAL ANCHOR TO WALL.< O O w P$ LL h I I� I I -� I' I 3 HEATER DRAIN VALVE Ili CONCRETE BASE PER 3002 W u /f -- AS SPECIFIED. O I NOR dle _= PROVIDE 6" DOUBLE v -WALL CLASS B VENT INSTALLED NEW HW HOT WATER HEATER RESTRAINT DETAIL _ HEATER (ALTENATIVE #3A SCALE: NONE I I I THROUGH ROOF AT l _ EXISTING BOILER FLUE _ 1 BLU,I�"? 'T'V EXISTING U.H. I' _ OPENING-MAKE GAS TIGHT I CONNECT NEWV V �7f j ALREADY REMOVED B[p�(/E,� h WEATHERPROOF AS REO. 3/4" NAT GAS TO _ �1' OWNER.; I' - N EXISTING AREA m o o I' .BOILER & SOCIATED EQUIPMENT CONTRACTOR TO REMOVE I _ .ALREADY R MOVED BY OWNER. = � - - - _12C`-_ = Z. r UNDER ALT. BID ITEM NO, 3, I -- _ rr m EXISTING LARGE HEAT - - 'r - - -- m To EXCHANGER UNDER ALT. CONTRACTOR SHALL REMOVE EXISTING C NCRETE SUPPORT PAD - -- -- - - BID ITEM - IAND GRIND FLOOR SMOOTH. 4 CONNECT NEW y a I I �EXISTING XIS CW TO r �-- I\ I ��• �!GIIC/ER � GENGP.IT Axl TM Sc cw POINT z _ - _- � _� - - SJG•PE.�K6titsl I E.. - -�1 ---- � tl ��ES.i.C�l,K47i1<?Ia�GGt O Z o (9 GEi✓E T ( � t 0 mac«' AIR FILTER � : Z / IYTECTII.P O z I�• z z � H c�TEFZPoioovG snr� -- ROOM _ ' �.�E .fi�il.Q.'•CcisBcw l7f� ecNG lfCidT•_- J U .P �{ J".� LlPflff/C/4E D_ z U- Ill <AIR FILTER - �ao� LJ Q 1 Yr�e' % S �14�4 _ss� sr��s��E�i�� ~ z ROOM _ �ov. sert - GYi�✓/�F7lf 61e?I<6!/c ffe / _ _ w o O F,(rT'.� .K• • TAIfSC' OEst%4'r R/NG R/F/ER SEE DWG. 2-C-4 FOR CONTINUATION a (D OF 1" HW & 2' CW PIPING. PROVIDE ( W MIN. 6' DEPTH OF BURY. J p BREAK OUT HW PIPING. a PATCH TO MATCHATCH ORIGINAL CONDITION 3-1 ...e��.Cd4olL� l#2'�3�.CC.f�Grl4 AFTER INSTALLING FLOOR SLEEVE PER 15620 Z o�i r��i?r ct oRiFiFTr .�:: < C) w 1 m GAS STORAGE TANK, PIPING, & \ O ASSOCIATED EQUIPMENT ALREADY ' m REMOVED BY OWNER. PROJECT NO. 0 l7.032.01-WO-01 I BLOWER ROOM MODIFICATION PLAN SHEET NUMBER BLOWER ROOM DEMOLITION PLAN (ADDITIVE ALTERNATE NO. 3) SCALE: 1/4" - 1'-0' 40 DRAW INC NUMBER SCALE: 1/4' = 1'-0" -M- 1 PUMP STATION PIPING DEMOLITION NOTES / 4S SI-LIDGE PIPE r m;o 1. ALL DEMOLITION PND SALVAGE WORK SHALL BE TU DIGE-TfP,`_ COORDINATED AND SCHEDULED AS SPECIFIED. THESE - fm33 2 NOTES PROVIDE A BRIEF SUMMARY OF WORK. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. 2. EXISTING EQUIPMENT AND PIPING DRAWINGS ARE FROM 1969 AND 1981 RECORD DRAWINGS. FIELD FOR THIS FCA PROVIDE TIE Aug Huo VERIFY ALL INFORMATION AND MAKE FIELD RODS PER 75634 DRILLED "•� c �Y 3'-9"x OBSERVATIONS AND MEASUREMENTS FOR ITEMS NOT .I AND EPDXY GROUTED (6 REMOVE PIPING TO LIMITS SHOWN DETAILS ON THESE DRAWINGS ARE FOR (FIELD VERIFY) MIN. EMBEDMENT) INTO $n ..yiyiti cu_a�w f«�auau-, SHOWN. SEE SECTIONS AND CONVEYANCE OF GENERAL REQUIREMENTS ONLY. EXISTING CONIC. WALL. q�qt wr DEMO NOTES 3. EXISTING FACILITIES ARE SHOWN AS SHADED. NEW e• 4L 83 F WORK IS SHOWN BOLD. r--- _ 4. ELECTRICAL PANELS, CONDUITS. ETC. NOT SHOWN. / INSTALLED NEW 6" V405 W/ I— _ FIELD VERIFY LOCATIONS TO AVOID CONFLICTS, U I CHAIN OPERATOR (BELOW) J2q 1- n ;7 5. CONTRACTOR SHALL PROTECT ALL OTHER EXISTING / EQUIPMENT, STRUCTURES, PIPING, ELECTRICAL, AND -�- / /✓'-�"�-��✓`-�"�J`� - a off p < 1 MISCELLANEOUS FACILITIES FROM DAMAGE, WHETHER �- -.- i"► + < SPECIFICALLY SHOWN OR NOT SHOWN. ANY EXISTING FACILITIES DISTURBED OR DAMAGED BY CONSTRUCTION J '^mod OF X. �f11• ACTIVITIES AND NOT SCHEDULED FOR DEMOLITION J SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL T�1 COST TO THE OWNER. 6. SALVAGE ALL EXISTING VALVES AND OTHER ITEMS AS SPECIFIED AND DELIVER TO THE OWNER. +•YWg_ n�IP 7. ALL ITEMS NOT SPECIFIED TO BE SALVAGED SUCH AS l \ PIPE SPOOLS, PIPE SUPPORTS, ETC. SHALL BE �Ra1 Hf n � REMOVED AND DISPOSED OF OFF-SITE AS SPECIFIED. l I PtV' B. CONTRACTOR MUST FIELD VERIFY ALL EXISTING ` 1 FACILITY DIMENSIONS, ELEVATIONS, AND SIMILAR l INFORMATION BEFORE ORDERING OR FABRICATING NEW - - -- ({1 PIPING AND ACCESSORIES. SEE MODIFICATIONS PUN l AND SECTIONS FOR NEW PIPING DETAILS. �� Ia LA IIEx61xA:- ` � �•+ � 5 1 - sur N •�, .1III�fN� v1Alr 0 i -ie„e�• PUMP STATION PIPING MODIFICATION NOTES: m -f 1. FIELD VERIFY ALL EXISTING EQUIPMENT, SUPPORT o SYSTEMS, PIPING SIZES, LOCATIONS, AND -- - `� ELEVATIONS BEFORE BEGINNING WORK. SCHEDULE AND COORDINATE WITH OWNER AS SPECIFIED. 2. COORDINATE PIPE LOCATIONS, PIPE SUPPORTS, WALL P ui vi _ _ _ __ _ \ SLEEVES, PIPE HANGERS. AND OTHER SIMILAR ITEMS w o WILLTH EXISTING FACILITIES -- �•fwaN�,„kW,A., 3. A PIPE HANGERS AND SUPPORTS NOT SHOWN. INSTALLED NEW - aAXo`ra sumof rocxcl LOCATE AND SPACE ALL PIPE HANGERS AND SUPPORTS LCLARIFIER /3 PSM ^o^ ' AS SPECIFIED. 4• PIPE HANGERS PER DETAIL 15550 , EXCEPT REMOVE PIPING TO LIMBS- SHOWN. SEE SECTIONS e'�°_�'" ('� CONNECT INT9EXISTING CONCRETE ROOF/FLOOR AND DEMO NOTES. PER DETAIL 1 ,_y H . I IS cf) BASEMENT PIPING DEMOLITION PLAN Caw; s SCALE: 1/4"=1•-0" O�� -ADHESNE ANCHOR BOLTS, SIZE PER HANGER MANUFACTURER FOR r 1 SIZE OF PIPE SUPPORTED. (\ L NEW 8"x8-x6�, TEE (BELOW) 6"x6" CORE DRILLED EXIST. EXT. ( TEE STAIRWELL WALL do SEALED l m m W/ UNK SEAL, THRUST l 3 p Q L RESTRAINED PIPE, (TYP. 2 PLUS) NEW 6" PSM. SEE DWG ___ _�w_i NOTE: GRINNELL FlC. 153 PIPE __ _ __ ___ ___ 2-C-3 k 2-C-4 FOR INSTALLED 6" FLE%. COUPLING TOTAL LOADING ON EACH HANGER FLANGE OR EQUAL. ` CONTINUATION h Dt7AIL Z NEW a'TEE (i CONIC. INSERT OR OTHER - -�__I _ I _ WITHIN 2'-0" OF M. WALL TYPE OF HANGER ROD ROD THREADED EACH END ----- -- NEW PIPE- - - - ------_---- �J�—J— _ - - `/J1✓ Z p ANCHOR SHALL NOT EXCEED AND SIZED FOR LOAD NEW 6'X6 W TEE ��J✓--J-/ O Z Z MFR'S RECOMMENDED AND SPACING. SEE PLANS o X a SUPPORT ) _ p LOADING. FOR HANGER STANDARD I l 15510 1� --f, ;NUM WEST L'RIMAi+`� Q m DETAIL REFERENCE FOR PIPE HANGER ROOF TYPE OF HANGER. 6" PSM WALL PENETRATION(_A__� NEW B" PSU. SEE DWG a FLEX. C Z SCALE: 1/4"=V-Q" CONNECTION DETAIL ( � 1 2-C-3 AND 2-C-4 t COUPLING BASEMENT PIPING MODIFICATIONS PLAN Q Q NO SCALE _ FOR CONTINUATION ` / SCALE- 1/2"=1'-0" N a- Z d Ln(N INSTALLED NEW NEW PIPE HANGER. SEE MODIFICATION �'-�'- -i'i`r'�� J O Q 6" PSM, SEE NOTES 3 AND 4 (TYP. AS REO•D) NEW 6" RESTRAINED. COUPLING d F- �Q 1 r c' ,n'vM c:.G LkIMAI•: _�� ADAPTER W/ THRUST PROTECTION) F-- CK U p 77 I INSTALLED BLIND \ ! CLARIFIER SLUDGE POCKET (TYP. 4 PLACES)JJ-� ✓ w w c-Q 2-C-4 FOR FLANGE CLEANOUT 1 REMOVE 'x 6" SPOOLS, 2-6" VALVES, + E D =VERIFY) 1'Z - -`E ) � e _ _ t� Q W p Z CONTINUATION & VALVE (FIELD AND 6"x6"x6'x4" SIDE OUTLET TEE ` � 1 ( ELD VERIFY) -'- - -- ",�� VERIFY FIELD VE 1 1 O Q ON HORIZ_ RUN ` 1 RELOCATED INSTALLED NEW 6" V-405 ��' i-�i--i-i- w U 1 EXISTING W/ CHAIN OPERATOR NEW 6"x6"z4" TEE _ � Z.Z � 6" TEE `l (FIELD VERIFY) 1 NEW \I 3 w w Y ` NEW 6" FCA W/ THRUST ! ` 1--6"-V40 NEW 6"-V405 1 APPROXIMATE J REINSTALLED EXIST. t ELEV=4590.9a o O COMPANION FLANGE, PROTECTION. SEE PLAN AND l 6" FLANGE FILLER VERIFY W/ EXISTING Q J m VALVE, AND PIPING 15634 (TYP OF 2). J LENGTH AS REO'D �- 'S.l' _ PIPING AND NEW 7 Z w ` � FITTINGS AND VALVES O J J✓�•✓J � Y INSTALLED NEW 6" CROSS /-/J-/✓ Q (TYP) _-�_ _ �/✓ E Z Q J J J J NEW B"xB"x6" TEE CONNECTED TO LAa E REMOVE PIPE '�-� 6" BASE ELBOW r4 - SUPPORT SUPPORT. SEE 75507. �-. TIE ROD )NEW B" PSD FROM NEW CLARIFIER. O to a RESTRAINT PROVIDE EAST END W/ BLIND FLANGE m ry REMOVE 6" VALVE AND fi" TEE NEW 6"(SD AND J AND 1 V236 FLUSH CONNECTION o PER 15301 W/ BLIND FLANGE AND NEW 6" TEE CONNECTED TO EXISTING 6" WALL PIPE FROM EXISTING- NEW PIPE SUPPORT rR� FLUSH HOSE BIBB. .o3z o1- N0. ��+n 0+00-01 11 WEST CLARIFIER. t ELEV.=4590.83t (FIELD VERIFY). PROVIDE EAST SEE 15510 END W/ BLIND FLANGE AND %'-V236 FLUSH CONNECTION PER 15301 SHEET NUMBER 41 DRAWING NUMBER DEMOLITION SECTION MODIFICATIONS SECTION MODIFICATIONS SECTION 6—M— SCALE: 1/4"=1'-O" SCALE: 1/2"=1•-0" SCALE: 1/2"=1•-0- mob A., aww� o0 U N2j�O ji ~81 _ aa3ti Z �Ya R U pro p 5 PROF` REMOKD EXIST. WIRE r x r, INS & P LED NEW WIRE 7 nLF7A! )N E:",w W/IEXST. CONDUIT 1 PLANT SCADA PLCs & ANNUNCIATOR NEW 5HP n SEE SPEC. SECTION 13705 MIXERS FOR DETAILS. FUTURE GRAPHIC WORKSTATION\ M-3 2-1 \ ANEW ANNUNCIATOR EXISTING PANEL SEE PANEL Bi M- -y DWG. 7-E-6 1 PRI DIGESTER /2 NEW HWHI. PROVIDE 1¢" CONDUIT FIBER OPTIC 2-CAT 5 W/ 120V. 20A WIRING FROM HEATER CABLE CONDUIT 181 CABLES LSL&H-4-2-1-2 TO BLOWER ROOM MCC. EXISTING MOTOR CONTROL CENTER-CA - ' - CONDUIT 17 SEE DWG. 7-E-3 np _ EXPLOSION PROOF n ZQ CONDUCT 19 DISCONNECTS s SEE LCP-4-1 SEE DWGS. 3-S/M-5 3€rrrg; - EXIST. PNL AAN28 - AND 3-S/M-10 Fy%oQ N \ p -1-1 2" FUTURE NN -V;z I FIBER CONDUIT _ _I. RdPLAC ONDUITs 12,13,14 & 15 '� �-Z. tq "# —- _ SEE DWG 7-E-4 -- i INSTALLED 2" FUTl1RE 7 - - 7.5HP Q w 5: NEW BURIED CONDUIT "t FIBER CONDUIT] 1 CONDUIT N6. -1�XERS EXISTING YARD LIGHT 16 —0 SEE DWG 7-E-2® - r v LSL&H-4-2-1-2 (EXST) — — — — — — - CONDUIT 16 �i g Y tCP-S� M-3-1-2 INSTALLED g E NEW BURIED 5-1. �C SEE DWG. �' -5 1 - PRIMARY DIGESTER NI OgS= 88 ® EXISTING YARD LIGHT 14 - -- a Li I�-1� g�nLL • - EXISTING MOTOR ' J DWG REMOVE EXISTINNU CONTROL CENTER-G �_ EXTEND F141��URIED� BURIED WIRE� SEE DWG. 7-E-3 INSTALLL ED SPARE CONDUCT FOTt'Fl1TURE 4` PVC CONDUCT 7-E-2 Q -5-2 ' l.- ` _ __ _- ,• CONDUIT 11, ALSO® �I s o 0 SEE DWG 7-E-4 N n HEAT TAPE _______ LARIFlER DRIVE •SEE DWG. REINSTALL EXISTING YARD®} �nL- `- HEAT TAPE m j DISCONNECT 5-S/M-6 LIGHT 15 & CONC.4 SEE DWG. 2-C-6. M-5-1 PROVIDE NEW CONDUIT & ) O o u a • WIRING FROM YARD LIGHT 14 . NE•W PRIMARY CLARIFIER NO. 3 ' a SEE DWG.7-E-2 Z FOR NEW WASTE GAS Z H NEW PRIMARY SCUM BURNER AND OTHER o Z PUMP STATION ELECTRICAL DETAILS, SEE DWG. 7-E-2 SEE DWG 2-C-6 NANDHOLE - 4" X 6" (NOMINAL) O PROVIDE FUSE(S) IN CK T. TO NO. 12 THWN NOTES: BALLAST. FUSE(S) SHALL BE Qj CONTRACTOR TO REMOVE EXISTING BURIED WIRE Z BUSS TYPE 085. FUSE HOLDERS PROJECT ANCHOR BOLTS 3' MIN. ABOVE BETWEEN LIGHTS 14.15,16. Q SHALL BE BUSS "IRON" HEB TOP OF BASE. PROVIDE DOUBLE NUTS DIGESTER CONDUIT SCHEDULING 0- a � WATERPROOF. SIZE OF FUSE FOR LEVELING UNIT (ONE ABOVE AND CONTRACTOR TO INSTALL NEW BURIED CONDUIT � n SHALL BE AS REWIRED BY ONE BELOW BASE FLANGE). GROUT VOID FROM LIGHT 16 FOR FUTURE EXTENSION LUMINAIRE MANUFACTURER. BETWEEN BASE FLANGE AND TOP OF a CONTRACTOR TO REINSTALL EXISTING LIGHT 15 AND PROVIDE NEW BASE. SEE DETAIL. SOURCE POWER & CONCRETE. LEAVING DRAIN HOLE. HAND CONDUIT DESTINATION DESCRIPTION GROUND WARE VOLTS � - CONNECT GROUND TO POLE FINISH. ®FOR TYPICAL BURIED CONDUIT CONTROL WARE / /GB4C DETAIL, SEE 16 00 N0. DIA.` 0 0 TI BASE W BURNDY COUNT SIZE Q - BASE COVER 1" CHAMFER 1, 1 LP-2-1 PANEL A 1 WAST GAS BURNER PANEL 2 12 120 Lj U III A- -1 CP-4-1 BURNER FAIL 2 SPECIAL RECPT. & CONDUIT. FINISH A- - LCP-4-1 ILOT OU 120 2/BASE WHERE PRESENT. GRADE -1 PANEL A 1 1 1 12 120 w U Lj PVMT. OR I 12 1 2 M-3-1-1 MCC-CA D-1 MIXERMOTOR 4 12 , 1 460 Q BUSH CONDUITS SIDEWALK c+ 1 1 2 M-3-1-2 MCC-CA D- 3 & 4 MIX M 4 460 w 14 1 - - -1 M - 5 & MIXER MOTOR 4 12 1 1 460 w REINFORCED CONC. BASE - - - - T R 1 12 460 BY E.C. 2 12 120 ~ ANCHOR 16 LSL-4-2-1-2 LCP-4-1 L I H L N BOLTS FROM e - - - - L -4-1 120 Q 77 1 - - - - - - LEVEL SWITCH LOW 3 POLE MANE. "� °' LSH-4-2-2-2 LCP-4-1 LEVEL SWITCH HIGH 2 1 120 Z 18 1 ANNUNCIATOR LCP-4-1 NETWORK 2 CA 5 Z 19 1 FIT4-1- -1 - PANEL A 17 LEVEL SENSOR 1 12 120 Q 3/4 OR t" C STUBBED OUT 1"C W/p10 Uf 0 1 FIT4-1-1 UT4-2-1 L 4 12 12 120 N 4 N0. 5 REBARS , 4 FIT4-1-2-1 UT4-2-1 FLOW SENSOR 1 1 120 m N 22 3 4 FIT4-1-2-2 FIT4-1- -1 LEVEL SENSOR 12 1 NO. 2 TIE RODS 23 1 2 LIT4-2-2 FIT4-1-2-2 LEVEL SENSOR 4 1 1 120 N O 24 1 2" FCV-4-1-2-1 MCC-CA - FLOW VALVE 4 12 1 12 4 0 I, m 25 1 2 FCV-4-1- - 12 1 PROJECT Nc,. 26 1 2 FCV-4-1-2 MCC-CA - FLOW VALVE 12 1 12 460 0417.032.01-040E-0211 27 1 2 FCV-4-2-2 MCC- D-6b FLOW VALVE 12 460 ON OFF & END SWITCH 4 12 42 22` DIAMETER 1 2 FCV-4- - - - - SHEETNUMBER 29 1 2 - - - -4-1- -2 ON OFF END SWITCH 1 120 NEW TYPE 'A' FIXTURE BASE DETAIL FCV-4-1-2-2 FCV-4-1-z-1 ,2 120 L0 ° 20 DRAWING NUMBER 31 1 F -4-1- -1 -4- ON O F & END SWIG 1 12 120 NO SCALE 32 1 GM-1 3 LCP-4-2 PANEL 12 GAS METERS 1 9 12 112 SCALE IN FEET 7-E- 1 mo° Jym ! im CONDUIT 1 - TO MCC-G & LCP-5-2. �-- CONDUITS SEE 7-E-1 FOR CONT. N /�i �= `1 1 P1_5_2 a33h FCV-5-2-2 SCUM PUMP c3 y� DISCONEECT FCV-5-2-1 I w ao a LS1-5-2 ' I a o 4S .�i / j� •' 3'-0" WIDE CLARIFIER WALKWAY - 1 / PRO "j .% li / BRIDGE TO CENTER PLATFORM. 1n_ i (PLATFORM NOT SHOWN FOR CLARITY - \\\111 i PRIMARY SCUM PUMP � HT-5-1 STATION. SEED] o w (INSTALLED I20V 1 PT `ECE K:AL I CONDUITS 1 R Q� CQNDUIT y = ° \ INSTALLED NEW CONDUIT (\ & WIRING TO YARD LIGHTS) z 14 & 16 & CONDUIT FOR FUTURE EXTENSION, SEE " SCUM TROUGH l 7-E-1 FOR CONTINUATION z Q W a \l REINSTALLED EXIST. YARD ` LIGHT N 15 & CONC. BASE - & NEW BURIED CONDUIT '^ goo^ & WIRING CLARIFIER DRIVE NEMA 1 DISCONNECT ENCLOSURE 1 w 8 g e W/ CONVENIENCE ! �� `✓;,, �f1 a RECEPTACLE ,o NSH-5-1'�` r aE` NSHH-5Of r/V�j•T` � �. V S � O 7 v'. 4 l � w Z � a OZ O U t� O < NOTE: CLARIFIER MECHANISM NOT SHOWN Z FOR CLARITY SEE COMPOSITE SECTION o CLARIFIER CONDUIT SCHEDULING a S-S/M-5 � a w Q Z cr n' W Q CONDUIT DESTINATION SOURCE SCRIP TION POWER WIRE GROUND WARE VOLTS J J NO_ DI Q v 1 LOCATION POS N 1 1 COUNT SIZE Q U U 1 i M- - MCC-G BS T6 CLARIFIER D 4 12 460 � m 4 1" P-S- MCC-G C5 C M P MP 4 8 10 ~ w I� 3 1 FCV-5-2-1 MCC-G C66 RECIRC VALV ��. 1 12 rr i C 3 FCV- - -2 MCC-C OW D66 OU VAL 4 12 1 12 a60 LLJ I 1 UT-5-2 M C-G A ULTRASONIC LEVEL 12 1 1 120 ~ �'�' - - - PRESSURE GUAGE12 12 5 HT-5-1 MCC-G A3 BREAKERS PIPING HEAT TAPE 2 12 1 12 120 S 1 NSH 5-1 LCP-5-1 CLARIFIER ROTOR RUN 2 Q 1 NSHH- -1 L P-5-1 CLARIFIER HI HI TORQUE 2 1 120 3 c LI DOW 3t®Od A3 BREAKERS LCP POWER 2 1 12 120$ X Q E `` 2 HS-5-1 MCC-G B5 CLARIFIER F S R SWITCH 12 120L -5-1 MCC-G 85 CLARIFl R MOTO R 2 1 120- - M C-G B6 2 120- - MCC-G B SCUM PUMP RUN 120A 3 1 FCV- - -1 P-5-1 2 12 1203 FCV-5-2- LCP-5-1 12 12 N ` OL-5-2 LCP-t-11 it SCUM PUMP OIL n / 5 LPI-5-2 NO LCP-5-1 PRESSU E GUAGELO 2 12 M2O P � o - - t i \ 9 5 1 L - LCP-5-1 ULTRASONICLEVEL 2 SHEET wuueElt LC -5-1 LEVEL SWITCH LOW 43 o ` 5 SH- - -1 _ _ LEVEL SWITCH HIGH 12 CLARIFIER ELECTRICAL PLAN l' LCP-4-11 N JIMBER SCALE 1/4" = 1'-0'- `��'-�� 7-E-2 m3 ao mUZ Zw o S �Ow� �U O yes %ISTING E)OSTING 1 v VOLTS: 120/240 PHASE.- 1 WIRES 3 MAIN CAPACITY: 100 RES �1 21334, g NTING: SURFACE FEEDER SIZE: (4 - A3 CU)2"C MAIN CONNECTION: LUGS MCC- CA MOTOR CONTROL CENTER SCHEDULE w �, T 83 W U J cwakr CIRCUIT , VOLTS: 460/240/120 PHASE: 3 MARES 4 HORIZONTAL BUS AMPERES: 600 i a m z CXT. BREAKER N BREAKER NO. OF500PTbi WA>f A VOR E LOAD DMWTION N0. SHORT CIRCUIT BRACING: 42,000 AMPS ENCLOSURE: NEMA , w yh' WATTS SIZEA11P5 POLES S POLES AMPS SIZE WAT15 1 - - _ --_ E DISCONNECT SWITCH MAGNETIC STARTER DATA PR0�1`, 1 - A 2 ITEM MOTOR DESCRIPTION WIRE HP AUX. NEMA AUX. CONTROL PILOT 3 - B 4 i N0. NO. SIZE AMPS POLES FUSE TYPE NOTES L 5 - C 8 ` CONT. SIZE I CONT. DEVICE LIGHTS � / 1 M-3-1-1 DIGESTER 1 MIXER 1 1 7.5 1 2-NO/2-NC 4 123 9 - A 10 , M- -1-2 DIGESTER 1 MIXER 7. 1-2-3 o w l 11 C spore 12 3 _3_2-1 DIGESTER MIX 1 1 a 13 A 14 1 4 - MIXER l 15 B 1 1 l 17 C t8 ` l 21 - ePora g , 20 12 GM-, 22 1 23 - C P 4-1 3 24 25 - A I I LP -1 3 O4 26 ` NOTES: n l 27 - HEAT E%CH R PU 2 B 'I 1I SENS ' 5 26 I 1. TEMPERATURE COMPENSATED COMBINATION MAGNETIC STARTERS WITH ABBREVIAWNS: = 29 - PUMPS BgLER 1 12 20 1 C HEAT TAPE 4 30 1 PULL APART TERMINAL BLOCKS TO BE MOUNTED IN EXISTING MOTOR m CONTROL R 'CA'. PROVIDE PHASE ` 1 FORWARD/STOP/REVERSE SWITCHES AND LIGHTS PROTECTION ARENON MOTOR CONTROL STARTERE I O;�E 4GN°L7E 2SUSE EXISTI G ' I.FM-PUELECTHfE L ' O SEE DWG. 7-E-1 AND 7-E-4 l MSS MOTOR STARTER SWITCH ONNECTIONS FOR PUMPS P1 1 CENTER. LIGHTS ON STARTERS TO BE RUNNING LIGHTS. (TWO) AND BOILER POWER. � SEE DWG. 2-C-6 FD FUSED DISCONNECT FVR FULL VOLTAGE REVERSING 2 HEAT EXCHANGER AND PUMP P2. SEE DWG. 4-M-8 PUMP SEE DWG. 7-E-7 AND 7-E-8 1 2. PROVIDE EXPLOSION PROOF DISCONNECT ENCLOSURE AT MIXERS. FVNR FULL VOLTAGE NON-REVERSING SCHEDULE. USE EXISTING HEX ELECTRICAL CONNECTION. 120V FOR FLOW AND LEVEL TRANSMITTERS ` SEE DWGS. 7-E-1, 3-S/M-5, AND 3-S/M-10. MCC MOTOR CONTROL CENTER N u + EXISTING GE_ 325X5BBYI 480V 145C7320 SH1 EXISTING G.E- 325X5BBM2 1 a 3. REPLACE EXISTING STARTER. CONTROL DEVICE pppG T MAIN DISC. DIGESTED SLUDGE DIGESTED SLUDGE DIGESTER 1 Oj MAIN DISC. SPARE PRIMARY SLUDGE THICKENED SP SINGLE POLE SWITCH i"" u l PUMP /1 PUMP /2 MIXER i PUMP ,I SLUDGE /1 4. FORWARD/REVERSE S.S.PB. START-STOP PUSHBUTTON w y,Nn z - STARTER HOA HAND-OFF-AUTO pq� ` M-3-1-1 1 F/S/R FORWARD/STOP/REVERSE SWITCH - PANEL A RECIRCULATING ALARM MOYNO OVER PRIMARY 'n�¥ SLUDGE PUMP 01 CURRENT PUMP 2� SLUDGE THICKENEDUDGE 2 EXISTING w,--. y s o� 1 � �S�� ` DIGER2RI CONTROLLERS MOTOR CONTROL CENTER SCHEDULEMIX RECIRCULATING WELL PUMP STARTER BREAKER PANEL PRIMARY SLUDGE PRIMARY SLUDGE PRIMARY (� SLUDGE PUMP /2 M-3-1-2 120V/24OV PUMP /3 PUMP /3 CLARIFIER /2 1 VO-M- 46D/240/120 PHASE: 3 WIRES: 4 HORIZONTAL BUS AMPERES: 600 4 \ \1 SHORT CIRCUIT BRACING: 42,000 AMPS ENCLOSURE: NEMA 1 1 I1T:?A MOTOR WIRE DISCONNECT SWITCH MAGNETIC STARTER DATA O DILL WATER BREAK THICKER DRIVE SCUM PUMP PRIMARY NO. NO. DESCRIPTION HP AMPS POLES FUSE AUX. NEMA TYPE AUX. CONTROL PILOT NOTES CLARIFIER 01 h /2 CRIFIER Al CONT.. 51 E T. LIGHTS 1 - - 1 1- -N -N ST T ST 3 I WELDER k AC P- - M PUMP I 2 2-NO 2-NC 1 l 25KVA DIGESTER /2 DIGESTER #2 BOILER WELDER OUTLETS CLARIFIER 03 SCUM PUMP /3 ELECTRIC HEAT �\ v TRANSFORMER 1DKVA TRANSFORMER TRANSFORMER ELECTRIC HEAT c�ll n o TRANSFORMER \ m o 1 < NOTES: 3 0 0 MIXER Al MIXER /1 HOIST SPARE ` I. TEMPERATURE COMPENSATED COMBINATION MAGNETIC STARTERS WITH so g o I PULL APART TERMINAL BLOCKS TO BE MOUNTED IN EXISTING MOTOR \ CONTROL VALVES SCUM PIT SCUM PIT CONTROL CENTER 'C'. PROVIDE PHASE PROTECTION RELAY. IIOJ1 AINO RECIRCULATING DISCHARGE F/S/R SWITCHES AND LIGHTS ARE ON MOTOR CONTROL CENTER. LIGHTS ON VALVE VALVE 1 STARTERS TO BE RUNNING LIGHTS 2. RUN/OFF. in Z MCC— CA o MCC— G ® o \) 3. FORWARD/REVERSE. Q �\ CHANGES AND ADDITIONS CHANGES AND ADDITIONS 1 U D-1 DIGESPER 1 1 0 MIXER 1 1 7 rQ STARTER _- W 1 M-3-1 1 1 QQ]] 0 ° a GESTER 1 I MIXER 2 Z N \ STARTER LIU W I M-3-1-2 H 1 D-3 UJ l Blank DIGESTEMIXER 1R 2 BREAKER PANEL Of V STARTER 120v/z4W cco M-3-2-1 10 -HEAT TAPE O O H 2 D-4 W l it DIGESTER 2 /2 -LIGHT O2 l STER 2 ARTER 17 -LCP-5-2 2 O3 1 ~ LU 1 J M-3-2-2 \ W lBoiLer B_ C-5o 4 ! nk RIFIER DRIVE 15A BREAKE 1 MOTOR STARTER FCV-5-2-1 W ansformer M-5-1 b > N BREAKER FCV m FCV-5-2-2 \ W 1 4FAK 3ph -fia 46W 3ph Hask 15A / m B-6b 460V 3p 15A BREAKER 15A BREAKER O B-6 / FCV-4-1-2-1 _ _ _I SCUM PUMP \ STARTER h -Fib 460V 3ph AIr Com r I 15A BREAKER SA BREAKER 3 P-5-2 Blank 32-01 T 40E CV-4-2-2 0417.0.]YA7-040E-0Y11 NOTE:Q EXISTING STARTER TO BE REPLACED O SEE DWG 5-S/M-6 FOR LOCATION SHEETINILOAKIR 44 02SEE DWG 7-E-1 FOR LOCATION OO SEE DWG 7-E-2 FOR LOCATION 1 OMOVE HOIST AND AIR COMPRESSOR O LCP-5-2. UT-5-2, M-5-2 1 7 Gµl� SECT HIS �1l /-/ -J -/ f —1 3 m EXISTING MCC-CA aL 00 NEW PLANT ANNUNCIATOR PANEL ♦ `J - - -- SEE 2W 7-E-a iIF40 7-E-e m= -- 3-2-1(4) S4f nwc 7-E-s HS F/S/R As OOR BURNER PILOT FAIL OA OUT3-2 2 ) \) ---� Krlh2-1(2) •-s-t�z)2 . (2) f TO LCP-4-1 3af---I--D----! ` -I-- ®ro LCP-4-1 LCP-4-1 SEE DWG 7-E-6 -ON(2) O'' \ �• I ♦ ' ---D--- 7 To Lcr-4-1 -2-2 I h2--2 y-(2)\`\ i ' --�r'� a D--'��TO LCP-4-I I I `;_ h1--1 h1-2-1 I I 0 I I ♦ ♦ __,ji \`\ 2) �µFTO Fql FOI FO[ __ NEW DRAFT TUBE MIXER 1 I �•L`- J I ■ �� I 4-1-1 4-1--2 h1--1 ,' ' (TYP- OF 2 REPLACING I I TT I i EXISTING UNITS) �______1___ ___I_ -�� I ♦ I _ STEPPING IS FQ FO FO 4-1-14-1- 2 4-1--1 - I I M-3-1-2 I I O W 460v\ }_ I \ DRAFT TUBE MIXERrot.a OC t ■ j I 1 o TI 1 )RAFT TUBE MIXER M _____ __ -_ 1 480V M 3-2-1 \` I I 4-1-2-2 T"_3-2_2 PLUG Gm EXISTING 1 • Imo----------- r LINES ovERFIAW a sAMPtEIl t----------- Q DIGESTER NO. 1 I I o-----i-- --T-----� I 1 I RE-MOVED EXISTING 1 +-(2) --------A-i ---- --��' ' i ! I t2w 12' DLC LEVEL �I VALVES, FfITNGS &&; �I - i -1 j FE FIT CONTROL PIPING 1 I I 4-1--1 I� 1-1-2-1 4-1--I DOF 1 -� it I ' I 1 I I ♦ 1 I 120V i FLY-4-1-2-1 \ I I u l I I FY FIT -t'(j' 1 1 � -- i Ii • ♦ ( FL Y-4-, 1-2 h1 1 D/SSD_E � 1-2-24-1--2 4EV PDS ,( — --I �n � T '� I M PSO/SSD I t• � i i 0 W e��£s I I S3�e LE UT LE _ I I \ 1 v I ♦ a v ) I I 2 ♦ ♦ -A TO LCP®,i ` iI'------� /2 i 21♦ I I ( Q I I 011111 PDS 1 s - -- J I H 1 I 120J FCV-4-2-2 E 4aw i- I I 46OV E FLY-4-2- J` �1♦ OTO LCP-4-1 i /1 r o 1 a m3 .O'er �-4-1 C I ZS hl-1 I I h2-I \_ _ NEW HEAT NEW HEATZ ro LC --- --- EXCHANGER GER EXCM/WICER 1 i 1 a 2 ' DS-, , '•.1 DS-2 5 j 2 i TTT; Z o uW�i TO L.CP-4-1 \ 120V I I 1 'OI lLP-4-, 0 j l SEE DWG 7-E-8 —(\ ► Jl J �-J✓,J J`/\/�,..�...�✓--/✓�`/ J✓ II-- - 20V SEE ET1 N — I U 0 LM LL cc 2W FLAME C LP-2-1 PILOT Z (W/ B ) CONTINUOUS PIIAT Q FROM DIGESTER AL' PACKAGE) Tn m ----- ) CONTROL BLDG. OL HS a ------ I z Q 0 1 ♦ 1 I I � i' _ __ p a I I tti ' - 1 1 1 ) I REGULATOR NA I O FLAME I a o W, a° I I' ' I `` I VETERIRI PACKAGE« MONITOR I Z ~ Q I 1 I I W Z Y, I I I 1 I 2-1 I W 3 I I 1 00 ir I I I I IIF1- I 2 I ( ) BACKPRESSURE I THERMOCOUPLE Z Z n I i HS /LNG i ` REUEF & FLAME I I ILU TRAP ASSEMBLY Z Z I I Q Q Q Tn I 1 I a LAH lAL L OpA Ll i `./ I I F- W UU - L— — —————————— ———— — I IY a a En I o i LSH *12) j KK H5 _'� LIC Ns ooA OL 4 I I 4-2 h2 4}I h2-1 Of FROM DIGESTER( ,.,. DO 2 W m (2) 1 (2) (2) (2) - ,. CONTROL BLDG.7 "" WASTE GAS LidQ U) BURNER 0 U.) T I I I PACKAGE~ m W 0 d b Q i ; I IYGB-2_i s O IT PROJECT NO OC 3 B 8 4 8 6 0417,032 o1-l-o•a-o2n SHEET NUMBER o •5 r 2 URix.NUMBER 7—E NEW PLANT SEE DM. 7-E-6 mg� ANNUNCIATOR PANEL __ , SCUM PUMP GFF DWG. 7-E-3 �� 00 00 CLARIFIER OW OIL a u j — OL /rwt�7pROUE OA LAL � 5-t 5-2 5-t 2- 5-2 -2- � � I I 613 , I I I i 3a J gON_ Zt 'H yy tt Il—_________ ________________________________________ ' TO 17DJ I I i0 EXISTING I I I ' SECONDARYEXISTING rUFT PRIMARY SLUDGE I PUMP STATION PUMP STATION � i 1 I I I CLARIFIE OOCA I LAP-�-2� OCA 00F/5/RfE OL I OOA t I 5-t � ' o w C ' '----- �• �----------�-------i X SEC % SEC I 1 ' 120V ' - I 1 j STOP/CLOSE � \ I I I 1 z LIT , I 00 5-2 LE♦ __ 5-2 I START/OPEN LAFI lAL I ; i j I 5-2 1 I LOW 1� .1� I I LALIL PRIMARY 11 _�________________ -_-�J SCUM I I ____ I--- I P 5M 2 I, f-- t 20r I FCV I LSL -5-2-2 NSH I� 5_2 I I I 1 5-t CURIFIER I I ' I MECHANI M ,, aW 5-2 1 I I I DRIVE M-S-! •• ,L .L 1 I ' -- ---------------------------------------- U PSMJ,TO EXISTING THICKENED I '`PRIMARY SLUDGE PUMP STATION I I I I I NEW PRIMARY ' CLARIFIER NO. 3 ' ' m 5_ FCV-5-2-t I I 1 I I 3 ;mo t t" r PSM\ I '2 2- - I II ' z I \`� I I I F �\ LsL 1 i i I Z Z `\ - O 0 1 ' ------- --------------------� I U I I Q O I �.}TO EXISTING BASIN ' ' O 0 I DEW `DEWATERING SYSTEM I I Q m z W Q 1 , t FROM EXISTING I ; F- F W a I I DIVERSION , w Z lL g 1 STRUCTURE NO. 1 ' 1 J 1 tY F L) I F- 0) ---------------- -------------------- ------ ------- cr UJI ------------------------------------------- ----------------- ------------------------ a - I w (1)ate a � o a o � N Z m m � W n N O o m i rvo crcuEct No. N n 0117 032.01-040E-0211 O SNFEt NUMBER r 46 d O DRAYNC NUAWt Z 7-E-5 m O� ALLEN BRADLEY i4i PROGRAMMABLE W,N. P. LOGIC CONTROLLER 041EN BRADLEY (MODEL: PLAN VIEW 60D) F-r aoo a33ti, "L`E" BRADLEY ALLEN BRADLEY F±l Fil0 E00 PROGRAMMABLE [][]0 FlEl0 LOGIC CONTROLLER EFol0 �❑z ❑' (MODEL: PLAN VIEW 60D) DISPLAY �� ❑. �a HORROR DISPLAY DIGESTER MIXER HORROR �FAI� � . . DIGESTER / MIXER � z 0 A F ao o a a REVERSE F6 Effl F8 F9 F10 CD F1 F2 F3 Ft FS OElO F _I i RUN N z PRASE MONITOR - IV 6 - 9i^_8 DIGESTER 2 DIGESTER 1 =a �Wws TEMPERTURE TEMPERTURE CONTROLLER CONTROLLER 1: 2 /-YOKAGOWA CLOSED LOOP CONTROLLER .1 LED (MODEL: UT 130- LED 10 DISPLAY RN/AL/RS) DISPLAY a� •• A LCP 5 - 2 MCC CA (TYP. OF 4) � _ 3 ; N �p0 SEE DWG 7-E-5 SEE DWG 7-E-4 3 _ � 2'-4' z z Z Z LCP 4- 1 U SEE DWG 7-E-4 0 0 O U z NOTE: HI-TECH MARQUEE Z z WALL MOUNT PANEL ON WALL ADJACENT TO MCC-CA g z o WHERE DIRECTED BY OWNER OR ENGINEER. (MODEL: HTS67x 120-.3) a z z Q w a Q�Q w d W z DISPLAY d w w O a 3 z LU O a E J Ti U E PLANTLu ° ANNUNCIATOR PANEL m Lu N SEE DWGs 7-E-4 & 7-E-5 $ N NOTE: PROXCT NO. WALL MOUNT 24 LIGHT PANEL IN EXISTING CONTROL ano}z.ol-as-ozI ROOM WHERE DIRECTED BY OWNER OR ENGINEER. SHEE't"L"� g OTHER BLANK LIGHTS NOT SHOWN. URAWW I,I IRER 7-E-6 w;p m0 W U Z m= ri 72O� Z U.2 ]<N=N 74 'ua = o NEW 2" NG GAS PILOT CONDUITS 24, TO WASTE GAS TO lCP-4-2 GAS BURNER 0 25, 26 & 27 BURNER NEW 4" DG TO WASTE -- - AND MCC-CA 1 - ® CONDUIT 19 - ZU�d Z � N - FCV-4-1-2-2 FCV-4-1-2-1 Z c y 4-1-2 NEW ELEC. ACT. VALVE CONDUIT 31 FIT E 6 FE LOCATED BEHIND PIPE -1-? - - _ 4-1-2- ZS-4-1-2-1 w 8 NEW FLOW SENSO �� € ♦ ZS-4-1-2-2 �♦ }a 4-1-2- LOCATED BEHIND IPE ^+ c CONDUIT 30 CONDUIT 23 CONDUIT 22 CONDUIT 21 CONDUIT 29 1 -_ 4-2 ♦4L CONDUR 28 E, --. 4-2 ♦4L - LE LE E 2-1 --- - - - LJ ---CONDUIT 20 O FIT 4-1-1 FCV-4-2-2 FCV-4-2-1 4-1 FE-1 25-4-2-2 ZS-4-2-1 ♦ �'- � 6 � o oNOTE: SEE DWG 7-E-1 FOR CONDUIT SCHEDULE Q Z (n � LOWER LEVEL CONTROL WIRING PLAN - SIDE VIEW U L� N Q J O Q O 2Iq W U Z Z Q J Z J _ a a- O Q m n a W J O O— Q Z Li O In l O S CC x Z a uj 3 1 o0 1n cr a o Z E O o Z U o m Q2 W Z Q O � w N m N o O n m 0 PROJECT NO O 0417632.01-040E-0211 SHEET NUMBER 48 ORAWING NUMBER 7-E-7 GENERAL STRUCTURAL NOTES mom UU GENERAL CONCRETE ICAST-IN?LACE) zm?3 y{J 1. BASIC DESIGN CODE UNIFORM BUILDING CODE, 1997 EDITION S.. ffi� 11. NON-LOAD BEAFtINC FLL AND BA;KFILL MATERIALS SHALL BE PLACED IN 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH F',, SHALL BE 4000 PSI AT 28 z�o� 3 CONCRETE STRUCTURES: AGO 350, ACI 318. ( ) 8-INCH MAXIMUM DEPTHS AND COMPACTED TO MINIMUM 98% MAX. DRY DAYS." CONCRETE MATERIALS AND DUALITY SHALL BE IN ACCORDANCE WITH ACI noHs Lo 2, ALL MATERIALS. WORKMANSHIP AND DESIGN BY OTHERS SHALL CONFORM TO 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' MINIMUM So THE 1997 UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE Ely DRAWINGS DENSITY PER ASTM D698. r'�a ocr CEMENT CONTENT AND TYPE SHALL BE A$ SPECIFIED. wo z0 AND SPECIFICATIONS. z 3. DESIGN CRITERIA 12. WHERE FILL 15 REQUIRED FOR FOUNDATION SUPPORT, ENGINEERED STRUCTURAL FILL 2 CONTINUOUS WATER STOP AS SPECIFIED AND SHOWN BY STD. DETAIL 411 SEISMIC ZONE 3, TYPE SO SOIL. IMPORTANCE FACTOR 1,25 SHALL BE PLACED IN LIFTS NOT EXCEEDING 8-INCH LOOSE THICKNESS AND SHALL SHALL BE INSTALLED IN ALL CONSTRUCTION JOINTS IN WATER HOLDING "3�H�hrlr BASIC WINO SPEED 70 MPH, EXPOSURE C, IMPORTANCE FACTOR 1.15 BE COMPACTED TO MINIMUM 95% DRY DENSITY PER ASTM D698. ON-SITE GRAVEL. STRUCTURES h VAULTS, EXCEPT WHERE INDICATED OTHERWISE. LIVE LOAD (SNOW) 33 PSF AND SAND SOILS THAT ARE FREE Of TOPSOIL. ORGANIC MATTER, OTHER fLU014 SLABS. VAULT k MANHOLE ROOF SLABS, LIVE LOAD 100 PSF DELETERIOUS MATTER AND FROST ARE CONSIDERED SUITABLE FOR BACKFILL 3. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON CONCRETE MIX DESIGNS =Z a IMPORTED ENGINEERED STRUCTURAL GRAVEL FILL SHALL CONFORM TO THE 3 J: DIGESTER ROOF SLAB, LIVE LOAD� PSF (SNOW) AND TESTING, AGGREGATE SIZES, AR CONTENT, MAXIMUM SLUMP, ETC.. ) FOLLOWING GRADATION; ALLOWABLE FOUNDATION BEARING PRESSURES 5000 PSF SCREEN OR SIEVE SIZE 4. FLOOR SLABS SHALL CONTAIN FIBRILLATED POLYPROPYLENE FIBER. SEE � x Y 6 PERCENT PASSING BY WEIGHT SPECIFICATIONS. e _- 3' 100 rr4rtr1jlj 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, 1-1/2" 85-100 5. PROPOSED JOINT LOCATIONS BY CONTRACTOR AT LOCATIONS OTHER THAN - MECWWICAL, ELECTRICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. NO. 4 30-60 THOSE SHOWN BY DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO NO. 2DO 10 MAX. REVIEW AND APPROVAL PRIOR TO SUBMITTAL OF REINFORCING SHOP DRAWINGS. CONSTRUCTION. m 13. USE ONLY HAND OPERATED COMPACTION COUIPMCNT WITHIN S F1, OF 5, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE STRUCTURES. CONDITIONS ARE N07 SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER STRUCTURAL STEEL te TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, 14. DO NOT PLACE BACKFILL UNTIL WATER HOLDING STRUCTURES HAVE BEEN TESTED SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. FOR AND HAVE PASSED LEAKAGE TEST IN ACCORDANCE WITH THE SPECIFICATIONS. I. DETAILING, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH AISC 6. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE 15. DO NOT PLACE BACKFILL UNTIL ALL SUPPORTING STRUCTURES ARE IN PLACE AND SPECIFICATIONS. PROVIDED AND CONSTRUCTED COMPLETELY AS IF DRAWN IN FULL CONCRETE WALLS AND SLABS HAVE ACHIEVED THE SPECIFIED 28-DAY 2. ROLLED SECTIONS, PLATES ASTM A36 COMPRESSIVE STRENGTH UNLESS OTHERWISE NOTED ON DRAWINGS. o 7. VERIFY ALL ROLIGII-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS o CONTRACT, OR BY OTHERS, 3. WELDING SHALL CONFORM TO REQUIREMENTS OF AWS Ut.1. 8. VERIFY SIZE AND LOCATION OF, AND PROVIDE; ALL OPENINGS THROUGH ROOFS, REINFORCING STEEL 4. WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS. I ALL REINFORCING STEEL SHALL: ASTM A615, GRADE 60, DEFORMED BARS FLOORS, ALL WALLS ACCESS DOORS FURRING, CURBS, ANCHORS,AND INSERTS 5. WELDS SWILL BE INSPECTED IN ACCORDANCE WITH UBC SECTIONS 1701.55.1 PROVIDE ALL BASES, AND BLOCKING REQUIRED FOR ACCESSORIES, MECHANICAL, REINFORCEMENT TO NE WEI DEO SF1A1 CONFORM TO ASTM 706. AND 1701.6. ELECTRICAL,AND OTHER EQUIPMENT. 6. WELD ELECTRODES: E70XX 9. LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING AND STRUCTURE 3. FABRICATION AND PLACEMENT OF REINFORCING SFIAU RE IN ACCORDANCE WITH i ELEVATIONS AND SECTIONS ARE APPROXIMATE. THESE GRADES ARE SHOWN AT CRSI MSP.2.86 "MANUAL OF STANDARD PRACTICE"AND ACI 301 "SPECIFICATIONS 7. SEE SPECIFICATIONS FOR PAINTING REQUIREMENTS. THE BUILDING FACE OR AT THE SECTION END EXCEPT AS NOTED. FOR STRUCTURAL CONCRETE FOR BUILDINGS" 8, ALL HOLES FOR BOLTS SHALL BE EQUAL TO BOLT DIAMETER PLUS 1/I6 INCH F�I t�ip L 10. VERIFY EXISTING CONDITIONS AT INTERFACE BETWEEN EXISTING NOTED OTHERWISE CONSTRUCTION 4. MINIMUM CLEARANCE FOR REINFORCEMENT AT CONCRETE SURFACE$, UNLESS W YI e AND NEW CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCY SHOWN OTHERWISE, SHALL BE'BETWEEN EXISTING CONDITIONS AND THESE DRAWINGS. - - 9. BOLTS: ASTM A325N, PROVIDE WASHERS AS REQUIRED BY DETAILS. zw� u 3 SURFACE EXPOSURE CLEARANCE ANCHOR BOLTS: ASTM A307, HEADED OR BENT, UNLESS OTHERWISE NOTED. WHEN PLACED ON GROUND- 3' 10, SEE SPECIFICATIONS FOR ANCHOR BOLT SYSTEM REQUIREMENTS. EXPOSED TO WATER, WEATHER, L3 BACKFILL OR CONDENSATION: 05 BAR OR SMALLER 2" /6 BAR OR LARGER 2' STRUCTURAL At C) INTERIOR DRY SURFACES: 1. DETAILING, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE SLABS Us. ALUMINUM DESIGN MANUAL"AND THE "ALUMINUM CONSTRUCTION MANUAL' d 1)r�' EXCAVATION,FOUNDATIONS,BACKF BEAMS (STIRRUPS)BACKFILL BEAMS ROLLED AND EXTRUDED SECTIONS: ASTM 6061.T6 (Fy = 35 KSI) COLUMNS (TIES) 1)¢• Ci2x7.41 C8x6.48 WALLS U§" Tow 0 300 IN Tw = 0.487 W. 1_ A GEOTEED BY INVESTIGATION HAS BEEN MADE AND A REPORT HAS BEEN Bf = 2.93 IN. Bf 2.53 IN. Y 8 REFERPREPA TO H NIL ENGINEERING OR GEOSCIENCE, INC. DATED MARCH 1, 2001. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALT DC STANDARD BENDS AS REFER TO THE SPECIFICATIONS FOR AVAILABILITY. E� 7/ = 0.498 IN. Tf = 0.387 IN. < DEFINED IN THE LATEST EDITION OF ACI 318. 2. DATA ON INDICATED SUBSURFACE CONDITIONS ARE NOT INTENDED AS 3' DIA PIPE (3.55 LR/FT) £ 6 ALL WALL CORNER AND WALL INTERSECTION REINFORCEMENT SHALL BE REPRESENTATIONS OR WARRANTIES OF CONTINUITY OF SUCH CONDITIONS. IT IS Tw 0.300 IN. CONTINUOUS AROUND CORNERS AND THROUGH COLUMNS PILASTERS. EXPRESSLY UNDERSTOOD THAT OWNER AND ENGINEER WILL NOT BE REINFORCEMENT SHALL BE EXTENDED INTO CONNECTION WALLS AND LAPPED ON A = 3.02 S0. IN. RESPONSIBLE FOR INTERPRETATIONS OR CONCLUSIONS DRAWN THEREFROM BY THE OPPOSITE FACE OF THE CONNECTING WALLS,AS SHOWN BY STANDARD THE CONTRACTOR THE DATA ARE. MADE AVAILABLE FOR CONVENIENCE OF THE DETAILS 3QMb AND®. 3. BOLTS USE EITHER PLATED STEEL BOLTS AND WASHERS OR ALUMINUM BOLTS CONTRACTOR. AND WASHERS CONFORMING TO THE FOLLOWING; 7 WALL VERTICAL REINFORCING SHALL BE LAPPED WITH DOWELS FROM BASE STEEL: PLATED ASTM A325 3. GROUNDWATER WAS ENCOUNTERED AT BORING LOCATION DURING THE SLABS OR FOOTINGS AND EXTENDED INTO THE TOP FACE OF ROOF SLABS AND ALUMINUM: ASTM F468Y(ASTM 6061-16) ORIILINC OPERATION. GROUNDWATER DEPTH AT BORING RANGED FROM LAPPED WITH TOP SLAB REINFORCEMENT PROVIDE VERTICAL REINFORCING AT E ABOUT 15 TO 20 FEET BELOW THE GROUND SURFACE. HOWEVER GROUNDWATER WALL ENDS. CORNERS AND INTERSECTIONS. 8.ALL HOLES FOR BOLTS SHALL BE EQUAL IT, BOLT DIAMETER PLUS 1/6 INCHx N H ELEVATIONS ARE NOT NECESSARILY A TRUE INDICATION OF THE STATIC UNLESS NOTED OTHERWISE. N �o GROUNDWATER. SEASONAL AND ANNUAL FLUCTUATIONS IN THE GROUNDWATER 5 SPUCE REINFORCING ONLY AT LOCATIONS INDICATED BY DRAWINGS, EXCEPT AS ED F. LEVELS CAN BE EXPECTED TO OCCUR. APPROVED BY ENGINEER. 5. WELDING: CONFORM TO AWS 1.2 STRUCTURAL WELDING CODE - ALUMINUM < 4. STABILITY OF CONSTRUCTION EXCAVATION AND WORKER SAFETY ARE THE RESPONSIBILITY OF THE CONTRACTOR. BASED UPON THE GEOTECHNICAL REPORT, 9 ALL REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED,SHALL BE AS FOLLOWS 4 $ $ TEMPORARY CONSTRUCTION EXCAVATIONS TO BE PUNNED IN ACCORDANCE WITH OSHA PROVISIONS SHOULD ASSUME TYPE B MATERIAL CONDITIONS. DETAIL OF REINFORCEMENT - LAP LE)RCTN$•• < 5. SHORE ALL EXCAVATIONS AND PROVIDE DE-WATERING SYSTEMS AS REQUIRED BAR SIZE k6 OR SMALLER 7 8 9 7D 11 Z FOR Tiff WORK AND TO PREVENT SUBSIDENCE OR DAMAGE TO ADJACENT Ln < EXISTING STRUCTURES, UTILITIES, STREETS, ETC. DESIGN OF SHORING AND CONC. DESIGN Z H DE-WATFRING SYSTEM IS THE CONTRACTOR'S RESPONSIBILITY. COMPLY WITH STRENGTH 300C1 P$1 O ZO ALL GOVERNING LOCAL, STATE AND FEDERAL REGULATIONS. DEWATERING DURING TOP BAR• 46 DOA, MIN 1'-4' 4'-1' 4'-8' 5'-9' 7'-1" 8'-8' 0 CONSTRUCTION MUST MAINTAIN GROUNDWATER LEVEL A MINIMUM OF 3 FEET GR 600THER fJAR 34 D MIN V-4' -2• ' " ' ' ' ' ' - < g BELOW LOWEST POINT OF EXCAVATION. DO, 3' 3-7 4-5 5-6 6-7 U N CONC. DESIGN 4000 PSI W tp 6 PROPER DRAINAGE SHALL BE MAINTAINED DURING CONSTRUCTION TO KEEP STRENGTH G SURFACE RUNOFF FROM ENTERING THE EXCAVATIONS AND DIRECTED AWAY q GR 600TOP A 8 CA. MIN V-4' 3'-6' 4'-0" 5'-O' 6- ' 7'-5" HR 4-9IROM THE STRUCTURE. 30 DIA, YIN 1-!' 2'-9' J'-1" 3'-10" " O 1 5'-B" H V7 7. FOUNDATION SOILS ARE EASILY DISTURBED AND SMALL BE PREPARED BY ' lOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE r W EXCAVATION EQUIPMENT OPERATING FROM OUTSIDE OR ABOVE THE FOOTING THAN 12'OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR, IN ANY U O o ON SLAB AREA DISTURBANCE TO FOUNDATION SURFACES (SLABS AND FOOTINGS) SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. < _ 1O SHALL BE REPAIRED IN THE FOLLOWING MANNER, ••INCREASE LAP LENGTHS SHOWN ABOVE AS SHOWN IN THE DRAWINGS OR AS IL ' A. SAND/GRAVEL AREAS-DISTURBANCE SHALL NOT EXCEED 8 INCH DEPTH. DIRECTED BY THE ENGINEER WHERE BARS ARE SPACED CLOSER THAN 6' O.C- OR F_ < COMPACT BOTTOM OF EXCAVATION TO 98% MAX. DRY DENSITY PER WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN 3' FROM Z 1Y ASTM 17699. FACE OF MEMBER. w �-- Ix B. CLAY AREAS-REMOVE DISTURBED SOIL TO INTACT HEARING SURFACE. U 10. TOLERANCES IN PLACING REINFORCEMENT SHALL BE: < O 8. UNDER SS OF FOOTINGS AND MAT FOUNDATIONS. PLACE MINIMUM UNDISTURBED ♦/- IN. FOR MEMBERS WITH D LESS THAN 8 IN W lr THICKNESS OF ENGINEERED SINUCTURAL GRAVEL FILL ON TOP OF UNDISTURBED -F/-)g IN, FOR MEMBERS WITH D GREATER THAN 8 IN. u EARTH AND COMPACT TO 98% MAX. DRY DENSITY PER ASTM D698. WHERE D IS THE DISTANCE FROM THE FACE OF CONCRETE TO THE CENTER N 9. WHERE SHOWN BELOW PRIMARY CLARIFIER SLAB AND ANY OTHER OF THE REINFORCING, J STRUCTURES WHERE SHOWN, PLACE GRAVEL DRAIN MATERIAL. TAMP L.J < GRAVEL TO A STABLE CONDITION AROUND SUB-DRAIN PIPES. 11, METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS I- TY u REMAINDER OF GRAVEL LAYER ABOVE AND BELOW PIPES SHA1 BE OR THE SUBGRADE. CONCRETE BLOCKS OR DOBBIES SUPPORTING BARS ON < W COMPACTED IN AT LEAST TWO LIFTS 10 ACHIEVE A MINIMUM RELATIVE SUBGRADE SHALL BE IN SUFFICIENT NUMBERS TO SUPPORT THE BARS WITHOUT mz m DENSITY OF 707E PER ASTM D425354. GRAVEL DRAIN MATERIAL SHALL SETTLEMENT, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS. W w ICONFORM TO THE FOLLOWING GRADATION: 12. DOWELS SHALL BE THE LENGTH INDICATED. DOWELS SHALL BE WIRED IN POSITION Q SCREEN OR SIEVE SIZE PERCENT PASSING BY WEIGHT PRIOR 70 POURING THE CONCRETE. �? 2. 100 1)4' 95-100 13. UNLESS INDICATED OTHERWISE, ALL REINFORCEMENT UP SPLICES, EMBEDMENT, Z AND HOOKS SHALL COMPLY WITH ACI 318-95- LOCATION OF SPLICES SHALL BE < o �4 35-70 SHOWN ON SHOP DRAWINGS AND ARE SUBJECT TO APPROVAL OF ENGINEER. f Z " 10-30 SPLICES IN ADJACENT BARS SHALL BE STAGGERED A MINIMUM OF 1 LAP SPLICE W < NO. 4 0-5 LENGTH OR AS SHOWN ON DRAWINGS N O 1� 10 ANY NATIVE LEAN CLAY SOILS ENCOUNTERED DURING EXCAVATIONS SHALL m N o NOT BE USED FOR W__KFILL AND MUST BE DISPOSED OF OFF-SUE BY O / THE CONTRACTOR, PROJECT m 0 N NO M o a 17.oszol-o4us-o3 1 s ny SHEET NUMBER O 4 DRAWING NUMBER Z 1 -G--1 m �o - J V NEW 4" DG TO NEW - g; WASTE GAS BURNER .5zS � o 6 00 - ..i NEW 2" NG GAS PIL07-�. 4 TO LCP-4-1 ,' - _ & PANEL B - - ----_ --- LE LIT 4 2-1 4- -1 _ i o o r�DUIT'22 FIT fe CV-4-1-2- FIE REPLACE 4-1-2-1 -- EXIST. VALVL FCV-4-1-2-1 - PPOFC.�` EE FI1 CONNECT TO DUIT 31 4 1.2. 1 ExIST. FLANGE w 4-1-2- 4-1 -2 E 11 CONDUIT 29 - -- -- .ONDUIT 28 --E CONDUIT 30 CONDUIT ; IIKA■ i i INEC. TO SLjrE I wOF F - I o . . li Fr.�, TV 4-t-Z - PIPE - J V CONDUIT - m 75, 26 127 ALL CONNEgtE TO ' 6" SLUDGE )RAAoFr PIFf T2 T2 NN6 2 - T2 YOK030WA PT10ORTD SENSOR W/ THERMOWELL CON14ECILD TO LCP 4-1 d YOKOGOWA UT130RN/AL/RS w gg CLOSED LOOP CONTROLLER �--I R$ W/ RS-485 COMMUNICATIONS t 1 & 2 ALARM OUTPUTS ,4 $_ O Cl �pN _ a z N a z �- o z t O a � U � Z O Q g U z_U N Q Z Cl m n Q Z J J W00 r- i Q z z m w 00 w F_ U U J WW W W J 1 / W H p W Q E z m a a Li z m N Q U w m N O N CO PROJECT 0 N M N0 0417.032.01-010E-02li SHEET NUMBER LOWER LEVEL CONTROL WIRING PLAN -TOP VIEW49 DRAWING NUMBER 7-E-f3 ,�3Op am=; NOTE GATE FABRIC TO MATCH FENCE. a RISER SECTION & ELBOW SAME SIZE AS GATE FRAMES TO BE WELDED. PROCESS LINE, UNLESS NOTED OTHERWISE BRACES FURNISHED WHERE NEEDED. CORNER LOOKOUT 45' ARM. TOP PLUNGER ROD 3 STRANDS BARBED ou 3 STRANDS (Typ) RAIL STANDARD WIRE ON VERT, > yc fY BARBED WIRE HINGES BRACING SUPPORT ARMS. FRAME ONC PAD ROUND 0 45. - ._ ' O=PIPE ID + 2'-0 D.I. BLIND _ 4„ 433 N�+F FINISH GRADE FLANGE - - - - '0 o� i� rINSTALLED RESTRAINED FLAN - It BRACE F ADAPTOR DRILLED & TAPPED .1 2-M4 BARS, RAILI _ FLANGE FOR CAP BOLTS CONCENTRIC, -- -- — — - - -� 1�� CTIR,IN SLAB HAN�TICMP BACKFILL - m AROUND RISER SECTION INSTALLED MJ OR PO DUCTILE IRON PVC ORAIN� - - (DI) OR PO PVC PROCESS -��— LINE. TEE OR VIE ORIENTATION Dt PIPE \ AS SHOWN ON PLANS TRUSS `TR ROD US RODS Xj � LONG RADIUS -_— -- - -- FLANGED I o 'c II 77}+ 2 90N LINE POST TE WIRE GATE POST,DIA STEEL SOCKET a r ro I MIN. (TYP.) If (TYPICAL EA. SIDE) DI PE z FLGD THRUST )I 0'f II 12 I CONCRETE II o m CONNECTOR PIECE BLOCK I 17 PANEL II FOOTING (TYP) II w I CJ U (TMP) PI D MIN. I I u Li _ c , I�SEE NOTE 2 GATE WIDTH AS REO'D. GATE WIDTH AS REO'D. 'Z t2 CONCRETE II n pIA. MIN. FOOTING (TYP) II GATE CLEAR OPENING AS NOTED AT TERMINAL POSTS. CORNER POSTS, PULL I NOTE: OS75 AND END POSTS). H I PROVIDE DOUBLE PANELS AT ALL CORNERS DIA. MI w�N N r PROCESS LINE AND A7 300' MAXIMUM INTERVALS ON TANGENT. (GATE POSTS) C L EAN O U T SETTING (TO BE USED FOR PULLING) DOUBLE PANELS SHALL yl 2040 TYPICAL CORNER PANEL BE BE AT END OF CURVES SHARPER THAN 5, DOUBLE GATE DETAIL v �`K AND BE EVENLY SPACED BETWEEN AT t20' CENTRAL ' NITS ANGLE, 19 DEFLECTION ANGLE NOT TO EXCEED 4ggg 250' CURVE. 2. AT INTERVALS NOT TO EXCEED 500% ONE BARE POST WILL BE qq 4-0' WIDE OR EXTENDED AN ADDITIONAL 3-3" INTO THE GROUND FOR LIGHTNING PROTECTION. d gg WIDTH AS NOTED ON SITE PLANS 144"x4" PREMOLDED 244 EXPANSION JOINT 7 FOOT CHAIN LINK FENCE & GATE DETAIL SLOPE Y:/FT. FILLER BETWEEN WALK NTS �S OR AS SHOWN & CONC. STRUCTURE p �` ---- OR SLAB WWF 6"x6" W1.4xW1,4 —U CENTERED IN SLAB N o COMPACTED ENGINEERED GRAVEL BACKFILL TO UNDISTURBED EARTH, MIN. 6" o o NOTES: g o I. PROVIDE TOOLED CONTRACTION JOINTS AT SAME INTERVAL AS WALK WIDTH. 2. PROVIDE EXPANSION JOINTS CONSISTING OF V: Z PREMOLDED JOINT FILLER AT SPACING NOT to GREATER THAN 30 FEET. O Z O TYP. CONC. WALK DETAIL 2301 ROTARY SPRINKLER HEAD < NTS (INSTALL 3" ABOVE FINISH GRADE U FINISH GRADE & ADJUST FLUSH TO FINISH GRADE ONCE TURF IS ESTABLISHED) a O PROPERTY LINE WHERE APPLICABLE BARBED RAVEL z NOTE: a 45• BRACKET WSUPPORT IRE z COTORCT SOUL AROUND ASSEMBLY to J VALVE BOX W/ LOCKING I Q VALVE COVER AS SPECIFIED ;o SAME DENSITY AS U z a UNDISTURBED ADJACENT w w rn FINISH GRADE I � SOIL. � m CHAIN LINK FENCE NIPPLE Q Y tO 7' HIGH (LENGTH AS REO'D.) wj �O LATERAL NIPPLE TEE OR ELB. ~" 3 o z Y W N n o UNION 3 OUTSIDE I INSIDE VALVE SIDE VIEW FINISH GRADE FROM MAIN 3 Z E II fo < z TO LATERALS w m° o I I 90' ELB. O N m " II O o I I DRAIN SUMP STREET ELB. OD H Li �� (MIN. 6" GRAVEL) o COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS osiios..oi-oaoo-out 9 UNDISTURBED ADJACENT SOIL. TOP VIEW DIA SHEET NUMBER 50 SPRINKLER HEAD & SWING JOINT 2902 DRAWING NUMBER i TYP. FENCE POST DETAIL 2442 ELEC. ZONE CONTROL VALVE DETAIL 2901 ) RISER ASSEMBLY DETAIL 8-D-1 NTS NTS NTS .10 m � ol SLABS LESS THANFOR 4" THICK, ,4012", ECII_IIPMENT BASE NC)TES 1 W CLR POR o N �zo z � o SLABS THICKER THAN 4" EQUIPMENT BASE 1. PAD SIZE SHALL BE MINIMUM INDICATED OR AS SHOWN ON ov EQUIPMENT BASE #4012. TYP. THE PLANS OR AS INDICATED BY THE MANUFACTURER AND pro 2" MIN. ALL AROUN MINIMUM ANCHOR BOLT APPROVED BY THE ENGINEER. PAD HEIGHT AS EXIST GONG SLAB DIMENSIONS SEE NOTES 2. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD "'"•"" & ANCHOR BOLT DETAIL REQU, 3lh" MIN. // PROJECTION OF THE ANCHOR BOLTS SHALL BE DETERMINED � 5 MAX. I IV2r"-SHRINK _ _ TOOLED EDGE (3/4") BY THE EQUIPMENT MANUFACTURER, AND SHALL BE AS GROUT, TYP. 401 2 MIN 4 APPROVED BY THE ENGINEER. ANCHOR BOLTS SHALL BE o a PER BASE, HELD IN POSITION WITH A TEMPLATE WHILE PAD IS 8" i 2" CLR SEE NOTE 7 1 Vs" USE /I501 Y BEING POURED. �1JA 012" DRILL &_1 ROUGHEN SURFACE OF CLR' 2" CLR WHERE AB EPDXY GROAT EXIST CONIC SLAB TO — IS 3/4" OR FULL Yi AMPLITUDE LARGER 3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE THE . CLEAN AND APPLY ANCHOR BOLT A MINIMUM MOVEMENT OF 1/2- IN ALL BONDING AGENT PRIOR CONSTRUCTION JOINT 1" CLR SUSPENDED SLAB OR DIRECTIONS. THE MINIMUM SLEEVE LENGTH SHALL, BE 8 TO POURING NEW CONIC LEAVE ROUGH & CLEAN SLAB ON GRADE, FOR TIMES THE BOLT DIAMETER. SLEEVES SHALL BE FILLED THICKNESS, SEE PLANS WITH NON-SHRINK GROUT_ NOTES: ri4IE: SEE EQUIPMENT BASE NOTES DETAIL 30l>`J SEE EQUIPMENT 4, ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL BASE NOTES DIAMETER 1" GREATER THAN BOLT DIAMETER AND A MAXIMUM DETAIL(J00g) I INTERNAL DIAMETER 3" GREATER THAN ANCHOR BOLT EQUIPMENT PAD 3002 EQUIPMENT FAD ( 3003 DIAMETER. SLEEVES SHALL BE FILLED WITH NON-SHRINK NTS i NTS GROUT. ° o � G 5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS SPECIFIED OTHERWISE. 6- LEVELING NUTS, WEDGES OR SHIMS SHALL BE USED TO REINFORCING INTERUPTED SUPPORT THE BASE WHILE NON-SHRINK GROUT IS PLACED. BY OPENING UNLESS OTHERWISE APPROVED BY MANUFACTURER, REMOVE z WEDGES AND SHIMS OR BACK OFF LEVELING NUTS AFTER OPNG. AS REO'D - GROUT HAS CURED. SEAL CAVITIES LEFT BY REMOVED t_7 WEDGES WITH NON-SHRINK GROUT. IF WEDGES OR SHIMS ARE m GLEFT IN PLACE THEY SHALL NUT BE EXPOSED TO VIEW.8" MIN. 7. HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHORALL AROUND, MEASURED - PROVIDE BARS W/ AkEA FROM OUTSIDE OF BELL, EQUAL TO INTERUPTED REINF. - BOLT CLEARANCE TO KEEP ANCHOR BOLT OUT OF SLAB.FLANGE OR COUPLING. PLACE 1/2 OF THIS REINF EA. SIDE WHERE EQUIPMENT OR PIPING ELEVATION REQUIRE A PAD HEIGHTOf OPNG. O 3" MAX. SPACING. LESS THAN THE MINIMUM SHOWN, USE EQUIPMENT PAD DETAIL3004 WITH BLOCKOU N5 TIES 012" TPROVIDE 1-#5z4'-0" DIAGONAL O EA. LAYER OF REINF- 4 CORNERS 3009PROVIDE 1-#4 HOOP3" CLR. 7-k5 COM LAP yO EA. LAYER OF REINF. LAPTYP_ SSPLICE OMIT FOR OPENING DIA. < 12" TMPICE P Ipull NOTES• � ePIPE ENCASEMENT ( 30 44 1. TYPICAL FOR ALL OPENINGS IN CONCRETE, UNLESS NOTED OTHERWISE (^ 2. DO NOT WELD REINF TO PIPE SLEEVES OR INSERTS. LLJJ NT5 3. PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON PLANS. REINF, FOR C>PENINGS IN WALLS AND SLABS NTS ri 3 o'5 3 a o w Q Z U) Q Z � O Z O CORNER AND INTERSECTION REINFORCING DETAILS a CORNER AND INTERSECTION REINFORCING DETAILS `-' 1 TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCING LAYOUT IS SHOWN TO 1- 1.TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION REINFORCING LAYOUT IS SHOWN TO AVOID CONGESTION AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING SEE PLANS. p AVOID CONGESTION AND PERMIT PROPER PLACEMENT, FOR SIZE AND SPACING SEE PLANS. ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND O ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS SHALL BE FABRICATED AND INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING, CONSTRUCTION JOINT, ROUGHEN TO 'o INSTALLED WITH SPLICES LOCATED WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING. 2.WHERE THE CORNER OR INTERSECTION REINFORCING SIZE AND SPACING IS NOT SHOWN, V," AMPLITUDE, BOND WALL POUR ~ O NOTED OR TABULATED ON THE PLANS, THE SIZE AND SPACING SHALL BE THE SAME AS THE Z AS SPECIFIED. (TYP.) 2.WHERE THE CORNER OR INTERSECTION REINFORCING SIZE AND SPACING IS NOT SHOWN, WALL HORIZONTAL REINFORCING SHOWN ON THE WALL SECTIONS OR AS NOTED FOR THE Q N NOTED OR TABULATED ON THE PLANS, THE SIZE AND SPACING SHALL BE THE SAME AS THE REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS. a J WALL HORIZONTAL REINFORCING SHOWN ON THE WALL SECTIONS OR AS NOTED FOR THE REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS. 3.EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS. THE LENGTH INDICATED AS "NOTE S' w $ SHALL BE THE LESSER OF D 4. 10 FEET. OR 1.0 TIMES THE HEIGHT OF THE WALL, EXCEPT 3.EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS "NOTES THAT IN NO CASE SHALL IT BE LESS THAN 2.0 FEET. w SHALL BE THE LESSER OF D//4, 10 FEET, OR 1.0 TIMES THE HEIGHT OF THE WALL. EXCEPT 4.D = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION 1:F THAT IN NO CASE SHALL IT 9E LESS THAN 2.0 FEET. 5.EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE LENGTH INDICATED AS "NOTE 5" TYPICAL BASE W •i 4.D = LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION SHALL BE EQUAL TO ONE "LAP LENGTH" AS REQUIRED BY THE GENERAL STRUCTURAL NOTES. SUSE THE PLICER LAP LENGTH AS REQUIRED FOR THE SMALLER OF THE TWO REINFORCING BARS BEING WATERSTOP SEE NOTE 3 STD ACI-318 90' HOOK CENTERED ON cr UNLESS OTHERWISE NOTED &UNLESS OTHERWISE NOTED. "B" AND "C" BARS ARE THE SAME SIZE AND SPACING AND, "F" JOINT, SEE D,. AND "T BARS ARE THE SAME SIZE AND SPACING. PLANS & SPECS Q In D" _ D �- FOR SIZE u � NOTE OTE NOTE STD ACI-318 90 HOOK OR ^D. STD HOOK OR AS w 3 AS NOTED ON THE DWGS. - NOTED ON THE DWGSr r 3 s 3 "A" BARS NOTE ---NOTE 5 OTE NOTE OTE 5 + ~L a SEE PLANS 3 3 INCREASE FOOTING nF "Er BARS __ _ _ __ THICKNESS FULL Z 'C BARS _ ALTERNATE BASE WIDTH OF FOOTING UNACCEPTABLE BASE Q OR MIN 4'-0" EA ::E Z 1 1 Z r"'- "E" BARS "' SIDE OF WALL w � I N m z ^D" BARS o~ NOTES O w v I HORIZ WALL REINFORCING o I I "F" BARS ) NOTE 5 1. C-MIN CLR FOR REINF 3. WHEN USING ALTERNATE Hn O o �T BETWEEN CORNERS AND ( I BARS, SEE GENERAL BASE INCREASE DOWEL m _ INTERSECTIONS AS SHOWN �� TYP. HORIZ. WALL REINF. I STRUCTURAL NOTES. BARS TO PROVIDE SAME AS SHOWN ON DWGS., I "G' BARS o ON WALL SECTIONS. LAP WITH O'^ LAP LENGTH AS TYPICAL PROJECT Na. Z LAP W/ CORNER & 2. T-FOOTING CORNER AND INTERSECTION BASE :,1ov2ol-usoo-n,1, REINFORCING. INTERSECTION REINF. THICKNESS TYPICAL DOUBLE MAT CORNER & As DETAILED, SNEE 5UMBER iYPIC:ALr51NGLE MAT CORNER AND INTERSECTION REINFORCING WALL BASE CONSTRUCTION JOINT 3400 INTERSE_TION REINFORCING 3� 306") 3307 NT$ oRAw NUMBER Z NTS NTS y (SEE PLANS FOR SIZE AND SPACING) 8_D_2 m0 w3p v W1V 12 3mS3 i � POURED JOINT FILLER AS SPECIFIED a k]wo ROUND W TO WITHIN Ys' OF TOP OF SUB Z s SHORT RADIUS TOOL � STEP 2 STEP 4 z /� 9"XWXCONT PLASTIC WATERSTOP. nw"+� o SEE NOTE .• ,,"BOND TO INTERSECTING W, TYF, POURED JOI gn u STOP SUB FILLER fi�so REINF AT - In g PLASTIC-------- i JOINT, TYP f' TO V` LR 11 0 WATERSTOP THICKEN SUB tv PREMOLDED " i � 3i✓r AT EXP JT, TYP 2 LAYERS OF 30y YW PREMOLDED EXPANSION JOINT FIEXPANSILLER Boa °+� ROOFING FELT 1'-0" Y4" JOINT FILLER (BITUMINOUS STEP 3 - �¢ TYPE). FASTEN WITH 8d PREVIOUSLY tYxfi UNREINF. ) STEP 1 0 CONIC PAD COMMON NAILS 01•-0" OC. POURED +; EMBEDDED CONCRETE CON CURED CONCRETE -,>r FR��,� NOTE: FELT LAYERS tFR PLACE CONCRETE AROUND WATERSTOP AS SHOWN ON "CONCRETE NOTEPLACEMENT SEQUENCE AT EXPANSION JOINT" DETAIL 3407) CONCRETE PLACEMENT SEQUENCE. IS THE7A, ANDSLAB WITH SINGLE MAT REINFORCING SAME ON BASE SLAB EXPANSION JOINT AIL 1/5-S-1 AND 2/5-S-1 ISED EXPANSION JOINT DETAILS. }Q STEP 1 STEP 3 �/ 7 9"x3b" PUCE CONCRETE BELOW WATERSTOP FIRST. IF A VOID URGER THAN K INCH IN DIAMETER Z PLASTIC REMOVE ALL AIR VOIDS BY VIBRATING THOROUGHLY. IS PRESENT IN THE WATERSTOP IMPRESSION, W.S. ADDITIONAL CONCRETE SHALL BE PLACED UNDER bVAT LAB WITH SINGLE STEP 2 THE WATERSTOP, VIBRATED. AND STEP 2 REPEATED. MAT REINFORCING TO CONFIRM THERE ARE NO AIR VOIDS, LIFT 01 12"x6' UNREINF- SLAB WITH WATERSTOP. A CONTINUOUS IMPRESSION OF STEP a a REINF. CONC. PAD CONC PAD DOUBLE MATDICULAR JT THE WATERSTOP, INCLUDING THE EDGE OF BULB. FINISH PLACING CONCRETE ABOVE THE WATERSTOP N REINFORCING SHOULD BE VISIBLE IN THE FRESH CONCRETE. TO TOP OF SLAB m CONTINUE THIS PROCEDURE ALONG THE ENTIRE SLAB WITH DOUBLE MAT REINFORCING SINGLE/DOUBLE MAT SLAB EXPANSION POURED JOINT, END TO END. IF A CONTINUOUS IMPRESSION IS CONFIRMED, PROCEED WITH STEP 4. JOINT INTERSECTION IF A VOID LARGER THAN V• INCH IN DIAMETER a i S �pT�, IS PRESENT ANYWHERE IN THE WATERSTOP SE SINGLE MAT REINFORCING SEE SI•IGLE MAT REINFORCING IMPRESSION, PROCEED WITH STEP 3. DETAIL ABOVE FOR AOD'L NOTES DETAIL ABOVE FOR ADO'L NOTES. ��o o CONCRETE PLACEMENT SEQUENCE BASE SLAB EXPANSION JOINT NTs _3407j AT EXPANSION JOINT -(3407A.NITS (SEE EXPANSION JOINT DETAILS FOR SPECIFIC MATERIALS) - ,• -. 9 S� �I5�friY 1Vz'x5WXCONT. (2x6) �wg&g ROUND EDGE WITH POURED JOINT FILLER AS SPECIFIED _ a SHORT RADIUS TOOL TO WITHIN W OF TOP OF SLAB WOOD NAILERS BY THICKNESS �---� 9"xN"xCONT PLASTIC WATERSTOP. 6" PVC WATERSTOP REQ'D. TO FORM GROOVES Ar i g A SEE NOTE •• SUPPORT WATERSTOP W} R e BOND TO INTERSECTING WS, TYP. R D-CENTER BULB F-APPROXIMATE /C-MIN STEM OUTSIDE DIA N0. OF RIBS DE EA REINF ATSTOP SAB u"'i m m z =3 4THICKNES UTSE FACET OF WS JOINT, TYP Iy- {' TO 1" LR g g •�-r a $ THICKEN SLABfT - Y8 PROJECTION AT EXP JT, TYP_ " ALL RIBS, TYP 2 LAYERS OF 30# Yi PREMOLDED EXPANSION > IVx"xSWxCONT. (2x6) ❑ a afw �5 32" } ROOFING FELT B-MIN STEM TTp 1'-O" Y," JOINT FILLER (BITUMINOUS � u THICKNESS TYPE). FASTEN WITH 8d OCNTR BULB THICKNESS MIN BULB 1 O"x6" UNREINF. COMMON NAILS 01'-0' OC, THICKNESS CONIC PAD NOTES: EMBEDDED CONCRETE 1. MATERIAL QUALIFY PER sx NOTE: - '- PUCE CONCRETE AROUND WATERSTOP AS SHOWN ON "CONCRETE NOTES o o SPECIFICATIONS. PLACEMENT SEQUENCE AT EXPANSION JOINT" DETAIL 3420 PACES BETWEEN STOCK MATERIAL WHERE REINFORCING BARS 2. DIM REQUIREMENTS INDICATED SHOULD BE GIVEN TO SUPPLIERS SLAB WITH SINGLE MAT REINFORCING DO NOT PENETRATE BULKHEAD SHALL BE FILLED WITH STYROFOAM - SIZE A R C D F F PRIOR TO PLACING ORDERS. CUT TO FIT ( ) THICKNESS OF REINFORCING BARS. m 4 4 zY1a 4 YIa Yls Y4 V� 4 2. REINFORCING BARS AT CONSTRUCTION JOINTS SHALL NOT BE SPLICED, < a ♦" .l. NON-ROUND CENTER BULBS 6 xYe Ye Ye Ye V� 6 I CUT, WELDED OR OTHERWISE ALTERED FROM THAT SHOWN ON THE PLANS. < m S 9 xYe 9 Val Ye 1 Vi 8 SHALL HAVE A MIN OUTSIDE 9"xw - DIM OF "D" PLASTIC 2. STRIP WOOD FORM ONE DAY FOLLOWING CASTING AND ROUGHEN CONIC. Z W S WITH WIRE BRUSH TO INCREASE BOND CAPACITY OF CONCRETE. a PLASTIC WATERSTOP _ b 6" MAT REINFORCING - Z a Nrs t 4 I I x6' UNREINF SLAB WITH 12"x6" UNREINF. CONC. PAD SLAB CONSTRUCTION JOINT 54<t o O CONIC PAD DOUBLE MAT AT PERPENDICULAR JT (- REINFORCING NTS Q U SLAB WITH DOUBLE MAT REINFORCING SINGLE/DOUBLE MAT SLAB EXPANSION JOINT INTERSECTION 0 NUISEE SINGLE MAT REINFORCING SEE ESI NOTE MAT REINFORCING DETAIL ABOVE FOR ADD'L NOTES. DETAIL ABOVE FOR ADO'L NOTES. Z BASE SLAB EXPANSION JOINT -A NTS ( '420 ) CL a w a � w � ~ U w � Q n 3 Q Q � Z w Q O w m N O m PKIIEC7 No. 0417 03201-0400-01 SHEET NUMBER 92 DRAWING NUMBER 8-D-.3 �Qe - wUi z Yi PL WELDED AT OPEN CRATING NOTES N� Ya" FH SST BOLTS, ENDED SUPPORTS, TYP �oj �S Ye FH SST BOLTS, WEIR ELEVATION NUTS h WASHERS NUTS k WASHERS CAULK CONC. 1. GRATING SPAN SEE PLAN. °�-u FIBERGLASS ALUMINUM WEIR ANCHORS OR STEEL GRATING 2. WIDTH OF GRATING SECTIONS SHALL NOT EXCEED 3'-0". .W 0 2Vi SQ. I BANDING BAR "u, 3. SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE HOLE, TYP. II - - z FIBERGLASS GRATING SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. " TRIM Yi THICK ��2134y mow, VERTICAL LEG ¢ 4. MATERIAL FOR SUPPORTS OF STEEL AND ALUMINUM GRATING TO AS RE FOR c�= SUPPORT ANGLE v S`- HEAD SIDE I R BE SAME AS GRATING, EXCEPT METAL SUPPORTS THAT ARE TO 2'-0" O.C., MAX. GRATING THICKNESS TRIM TO FIT OF WEIR FIBERCU+SS ANGLE VERTICAL BE EMBEDDED IN CONCRETE SHALL BE TYPE 376 STAINLESS STEEL SST CONC. DIMENSION m ANCHORS 5. UNLESS NOTED OTHERWISE IN PLANS, GRATING THICKNESS SHALL '; o� $ ' PLAN ELEVATION SEE 5006 Va"x6" ANCHORS BE AS TABULATED IN "GRATING THICKNESS TABLE" FOR -- � % } APPLICABLE TRAFFIC. ®1'-G' CENTERS �w, O CAULK BETWEEN Ye"x6" ANCHOR S 6. BEARING BAR THICKNESS FOR GRATING TO BE 3/16" MINIMUM. X" V2"x6" SST CONIC. WEIR PLATE y" 01-8" CENTERS PLV4"x2x2 ANCHORS W/ SST NUT AND WALL 7 BAND ALL EDGES WITH 3/16' x DEPTH OF BEARING BAR. LOCK WASHER AND 5j WEIR ELEVATION BOND SO- V4" FRP WASHER y-N IN' MINIMUM BEARING HORIZONTAL~ 8. PROVIDE MISCELLANEOUS GRATING FASTENERS AS REQUIRED SEE 5006 - DIMENSION = 1" FOR GRATING M �� DEPTH 2Y4" OR LESS 9. TYPE OF MATERIAL USED SHALL BE AS SHOWN ON PLANS OR AS _ = Z" FOR GRATING GC_ SPECIFIED. THIS STANDARD DETAIL INCLUDES 3 TYPES, b N DEPTH GREATER -' ALTHOUGH ALL 3 MAY NOT BE INCLUDED IN PROJECT. THAN 2V4 J ?z 10.THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND Y4" BAR WELD TO SUPPORT BEARING a i GRATING SUPPORTS SHALL NOT BE LESS THAN V4" NOR GREATER o BAR THAN Y." AND AS SPECIFIED. 2Vi S0. ANCHOR BOLTS BEAM (BOND FIBERGLASS - i HOLE, TYP. I Yi' BAR T SUPPORT BEAM), OMINl- w 11.ALL GRATING SECTIONS, WHEN IN PLACE, SHALL ALWAYS BE WHERE GRATING IS CON FIRMLY ANCHORED TO THEIR SUPPORTS AS SPECIFIED. OVER SUPPORT BEAM SECTION ALTERNATE ELEVATION { SUPPORTING BEAM, NOTE FOR SIZE AND AFFIC STEEL TROWEL TOP OF CONCRETE MINIMUM BEARING DIMENSION CONDITION. SEE NPLAN GRATIINOG THICKNESS TABLE w, o W TO OBTAIN SMOOTH DENSE FINISH SEE NOTE ABOVE G S-2 MAXIMUM AL MINUM STE L FIB RGLASS 2 i FIBERGLASS STRAIGHT EDGE WEIR ( 5004 ) N SPAN YN.> (IN1. �IN.) - NTS MINIMUM BEARING DIMENSION z w 3`-6' 1V1' 1" 1V{ s4 1g SEE NOTE ABOVE _ a y ";�^ v 4'-0' 1 Vs" 1" 1 Vr" 5'-0" 1Yi 1 Yi MAXIMUM 0 W gc8 CAULKING BEARING BAR 5'-6" 2" 1 V4" ALLOWABLE WEIR PLATE Ye"x6" STAINLESS 6'-0" 2Vi i Vz" 4 SPAN L MIT Q.r FACE OF WALL w �a STEEL ANCHOR BOLTS E!L3x3xY4"LLV. } ®1'-6" CTRS. 1'-0' GRATING 6'-6" 2Yi 1Vs" DEFLECTION CTRS FOR FIBERGLASS ££ Ye' SQ. x TE ANGLES OR IN LIEU OF STE ALUMINUM OR STAINLESS 7 2Vz tY4 COVER PLATE ANCHOR BOLTS, USE Y4" STEEL; L4x4xYe" FIBERGLASS. USES--n W/ Ye" BOLT HOLE CONCRETE ANCHORS ONLY FOR FOOT TRAFFIC GRATING. Y � SST NUT & WASHERS Ya"x6" LONG SST COATED ANCHOR BOLT ®1 -0" OC T 2 Y,• SO. HOLEol � O 3 N tY O i i m� Q Z RATING & SUPPORT DETAILS 5012 Z Z O Q � U ANCHOR BOLT FOR WEIR ( 5006 ) S AND BAFFLE PLATES NTS I- Q J J d Q H Lj Z w w � H Q Q Ck w O 2 � ~ U w � Q N Ln to a 3 z a z w Q O w m N O m F RNECT NO., 0417.032.01-0 W 0-01 11 SHEET NUMBER 53 DRAWING NUMBER 8-D-1 w3Zp m0 < IZ mV- � 23 ZWK YJ �7Z0 1�2 O o r � G � nWWi o00, �w sy „4.....a33N/ GATE LATCH GATE HINGE, -'`�,, Ec STOP ON 2 REO'D. TOE 'S voi �%�° WALKWAY SIDE BOARD ` E POST 1 sy," HANDRAIL AS SPECIFIED <« in z wo BOLT HEADS AT _ STAIRWAY OR a PLATFORM SIDE FOR WIDTH EQUAL SPACES 5'-0" EDGE OF Q n T,P I < SEE PLANS ® 5'-0 MAX. M - �OPOOST.TTYP I PLAN RAIL TERMINAL, GATE LATCH POST e" (MIN. -7YP. SEE DETAIL & STOP BEYOND PLAN z G I GATE HINGES I 111 TOP MOUNT POST ,I II 1 m BASE AS SPECIFIED ALUMINUM HANDRAIL POST, ALUMINUM u FIELD CUT TO FIT HANDRAIL POST / II a o > z �, I I I g li I I I $ 1 I HANDRAIL BRACKET I I I I III I b 3 AS SPECIFIED SST BOLTS, a FOR WIDTH EQUAL SPACES 5'-0" ( m THE BASEPLATE SHALL SR WN z _ SEE PLANS I 0 5'-D' MAX. I M I III _I SOLIDLY ON CONCRETE. THE 4-SST CONIC. I I 1 AS SPECIFIED I I I USE OF SHIMS, WEDGES, ANCHORS AS .i GROUT, ETC. FOR HANDRAIL I I POST ALIGNMENT OR ANY SPECIFIED I I �+I+-}�f TOE BOARD F R TYPE OF 5 OTHER REASON WILL NOT BE + I T / Z ~'$ ks TYP., AS ELEVATION ANCHORAGE, MI PERMITTED. 66 y, NOTES: SPECIFIED 4 SEE DWGS. 6" HIGH x to` WIDE TYPE Ye 1. FASTEN RAIL TO WALL -yl CONC. HANDRAIL CURB NPROVIDE PROTECTION FOR DISSIMILAR BRACKET PER MFR. 1." CONCRETE INDICATED ON a `} METALS & CONCRf PER SPECS. END OF RAIL RECOMMENDATIONS. ~'�`--`- THE DWGS. 2 WALL FLANGE TO BE p TL= ,r. MOUNTED TO WALL W/ HINGE PLANL x2 Y" DIA. x ,Y," HANDRAIL POST ANCHORAGE o � �_' 2-Ye" DIA. SST WEDGE STUD W/ W THREAD NTS 5^S WALL BRACKET, ANCHORS fYP 16 WASHER THICK NYLON STAIR STRING `g g -(�SEE SPECS. NOTE m�` THREE—RAIL HANDRAIL PROVIDE PROTECTION FOR DISSIMILAR ELEVATION ¢y RAIL TERMINAL NTS HINGE ELEVATION METALS & CONC. PER SPECS. TYPE B HANDRAIL POST ANCHORAGE NTS 0 O d AS REO'D 10 SATISFY s p a W All NAT'L, STATE & I OCAL STANDARDS ALUMINUM z g REGULATIONS, & CODE PIPE RAIL, REQUIREMENTS, CONN. AS q HANDRAIL a INCLUDING OSHA SPECIFIED POST a" In Q z +— E- SLOPE ONE TREAD HANDRAIL 2' 1 2" O Z WIDTH PAST LAST d I Y+�' POST Y+e"JOINT O t'-U'I6 a 70E BOARD IN (aj RISER 0�P+- _ PIPE RAIL, L CATION OF TOE BOARD - � HANDRAIL WHEN CONN. AS I -D. TOP RISER ,� I SLOTTED HOL NO LANDING REO'D. SPECIFED _ _ 1� i IN EXP PLATp ;.T TOP, FLATTEN Y+e" EXP_ E v OFFSET ADJUSTABLE SECURE TO CONC. W i a PLATE I'��' n STAIR FITTING AS Ye"x2W SST WEDGE/ & CONT. 1'-0" _1_ I Q o MIN. PAST TOP SPECIFIED ANCHOR. TO U WALL RISER -_- I 1 n i T'e" BOLT THRU WALL 'r WALKWAY 1 f 'T" III d a I o a 1 WALL BRACKETS AS 1 - 5��1'SMAX. r g OPPOSITE SIDES&FTO N SPECIFIED, ATTACH LAN SURFACE a� w F _ _ STUD WALL W/ Ye"x3" TO RAILS AS RECOM- TOP OF ALUMINUM 1 z o LAG SCREW INTO SOLID MENDED BY MFR. CONCRETE HANDRAIL �WALKWAY I Vi' SST RHMS & ELASTIC w Y4" SST RHMS, SST o 10" BLOCKING SIDE MOUNTED WALL POST SIDE WASHER LOCK UNDERBOTH USE ON Q af WASHER & ELASTIC Q O HANDRAIL BRACKET, LOCK NUT TIGHTEN HEAD & NUT, TIGHTEN TO w METAL OR CONCRETE FOR RIGID CONN. Ir AS SPECIFIED TOE BOARD Yie' GAP UNDER WASHER -r I c= STAIRWAY, SEE DWGS. �+ U SECTION TO ALLOW SOME HORIZONT � O =3 MOVEMENT OF TOE BOARD 4 iv EXPANSION W LOCATE POST AT EACH END OF WALL HANDRAIL WITH TEMPERATURE CHANG �- LANDING TO PROVIDE SMOOTH NTS 4-SST AS WAPLATE ELEVATION-TOE BOARD c N _ TRANSITION TO 4T HANDRAIL d + o SPECIFIED - EXPANSION PLATE CONNECTION 3 1 c- TOE SEE TYPE "B" HANDRAIL POST NOTES: NOTES: Q ANCHORAGE ,. PROVIDE PROTECTION FOR DISSIMILAR 1. WHERE BOLTED BASE PLATE EXTEN 3METAL AND CONIC. PER SPECS. ABOVE WALKWAY SURFACE. NOTCH z NOTE: 2 USE SIDE MOUNTED HANDRAIL BRACKET ELEVATION NO EXP. PLA2x2xVe"Z,ATTACH USING TOE BOARD TO FIT AROUND BASE Q E 4-Y4" SST RHMS, NYLON PLATE WITH MAX. OF Yl GAP, E Z m SEE IYP. HANDRAIL AS A TEMPLATE FOR THE ANCHOR BOLTS. THIS POST WASHERS & ELASTIC LOCK w Q m0 DETAIL 3, MAINTAIN THE CLEARANCES BETWEEN NUTS Z. TOE BOARD TO 8E MOUNTED ON ry .2 THE TOE BOARD & THE CONCRETE WALKWAY SIDE OF HANDRAIL. O w THREE-RAIL STAIR HANDRAIL SURFACES REQUIRED BY ALL STATE TYPE C' PLAN-TOE BOARD 3. RHMS = ROUND HEAD MACHINE m O p NTS & FEDERAL SAFETY REQUIREMENTS. SCREW AS SPECIFIED. SST. m INSIDE CORNER (OUTSIDE CORNER SIMILAR) PROJECT NO. HANDRAIL POST ANCHORAGE HANDRAIL TOE BOARD 04+70320 04OD-01II HANDRAIL DETAILS 5� 090 NTs NTS SHEET NUMBER r 54 a 0 i DRAWING NUMBER S B—r_h 00 G 3m�3 w SYMMETRICAL C TOP RAIL -SEE ABOUT ou f--'I NOTE 4 EDGE OF TYP. Comma �� I BOLTS = OPENING 1 CHECKERED PLATE COVER a V8x2x4" a I' DIMENSION IN INCHES 3 M33 RACK TYPE A B C D E F G H I - ,.•` h/.9 `� BOLT LOC. W POST TYPE A-Yi & 1' HOSE 10-Yz 9 9 18 3 6 7-Vi 9-Y• 1-V2 - COVER PLATE Ve OF MTG. I TYPE B-1 W HOSE 14 12 12 24 4 8 10 13 2 Y." DIA x RADIUS H HOLES, WALL 4" LONG MOUNT TYP. SEE MIDDLE ROD (ALUM) WALL MOUNTED NOTE 3 RAIL NOTES. V. ' ' R ANGLE STI F N R Typ I, INTERIOR UNITS SHALL BE FABRICATED FROM Yie" 6061-T6 ALUMINUM 1 MAX SPACING. SEE TABLE 16 2-5 HANDRAIL POST ALLOY PLATE. _ --__ MOUNTED 2. EXTERIOR UNITS SHALL BE FABRICATED FROM Yea" 6061-76 ALUMINUM V2 L I I I ALLOY PLATE. - 2—� CAP PL YaxM" 3. ATTACH TO CONCRETE WALL WITH (4) V." STAINLESS STEEL STUD NOTES: I I SEE NOTE 4 TYPE WEDGE ANCHORS. L-- -J r -- Ye" BOLTS W/ 1. ANGLE STIFFENERS TO BE PLACED PLATE Vi STIFFENER ACROSS �+ PL Vex2x4" - 4. ATTACH TO VERTICAL HANDRAIL OR INDIVIDUAL POST WITH PLATES LONG LEG VERTICAL, ENDS OF ANGLE STIFFENERS AND (4)-V4" STAINLESS STEEL BOLTS. FOR SPANS 4'-0" AND LARGER. a 2. ANGLE STIFFENER TO BE PARALLEL o II 5. ATTACH TO STEEL COLUMN WITH (4)-V." ROUND HEAD BOLTS, ONE IN i0 THE SHORT EDGE OF OPENING. o I I EACH CORNER. INSERT DOUBLE SPACER NUTS BETWEEN COLUMN AND TYP, HOSE RACK. 3. MAXIMUM ALLOWABLE UNIFORM 3/16 - 1'-0" SIDEWALK DESIGN LOAD = 300pst N --1 BOLT LOCATION o 3 MTG. HOLES FOR HOSE RACK NOTES 5251 B i POST MOUNT, TABLE zp TYP. FOR 4 SHORT STIFFENER STIFFENER PLAN-POST MOUNI a 2" DIA. SCHED. SPANS SIZES SIZES NOTES: 1 �40 PIPE, HOT 3'-0" L 2x1Y2xY4 1'-6" 1_ THIS_DETAIL APPLIES TO TYPES 'A" AND "B" COVERS. �� ^ DIP GALV. 3'-6" L 2x1YzxY' 1-6" SEE 5832 5833). �' of I 4'-0" L 2x1 YazY• & PL Viz2 1'-3' z Ye" BOLTS W - 4'-6" L 2V2zi YzxY• & PL V4x2Y2 l'-6" YSTANCHION 2x4" I yE F I I i 5'-0" L 2VzxlYzxV4 & PL Vix2VzNOTES:1, COVER PLATE TYPES 'A' AND 'El' AND FF NER SECTION ALUMINUM PLATES AND ANGLES. SEE 5832 5833 R� STANCHION MOUNTED f� 2. ALL COVER PLATES TO HAVE APPLICAB FT1NG EYES AS SHOWN IN LIFTING EYE DETAILS, SEE 5831 LIFTING EYE DETAIL ; 5831 ) O € R SEE 5251E FOR NOTES HOSE RACK DETAILS 5251A SLAB OPENINGNTS NTS COVER & SUPPORTS 5830 ` NTS --OPENING SPAN OPENING SPAN o S€F_ PLAN- SEE PLAN Y2" Ye" UNLESS OTHERWISE--. Ye" UNLESS OTHERWISE— NOTED, SEE PLAN 1 NOTED, SEE PLAN y" MAX ; i n o>a 1" MAX TO END I" MAX TO END Ye" V4" STAINLESS STEEL FLAT HEAD SCREWS WITH 2 SQ MAX Y4" MAX PLATE MAX Y4" NUTS WELDED TO ANGLE ONE AT EACH CORNER Q Z Ye"z1' STAINLESS Ye"xY•" STAINLESS N Q STEEL FLAT BAR STEEL FLAT BAR Z \ / O TYP. 16 TYP. TYP. 16 TYP. \ \ ♦\ \ c� g STIFFENERS WHERE—� \ \ / STIFFENERS WHERE Z REQUIRED E REQUIRED SEE ` / ¢ cn DETAIL 5830 _ DETAIL 5830 ,i Q.� AND TABLE AND TABLE I- o, PL V." STIFFENER ACROSS END— PL Vi STIFFENER ACROSS END-- OF ANGLE STIFFENERS FOR OF ANGLE STIFFENERS FOR ,o SPANS 4'-0" AND LARGER SPANS 4'-0" AND LARGER a a / wCkf o STAINLESS STEEL L2x2xY4" STAINLESS STEEL L2x2xV.'----- Ye" DIA, x 6" STAINLESS Ye" DIA. x 6" STAINLESS ---� f STEEL ANCHORS AT 18" STEEL ANCHORS AT 18" Of w CENTER HOOK 2" AS SHOWN CENTER HOOK 2" AS SHOWN a v~i 3- NOTES: NOTES: Q 1. THIS DETAIL APPLIES AT OPENINGS L THIS DETAIL APPLIES AT OPENINGS F WHOSE LARGER SIDE IS 2-6" AND LESS. WHOSE LARGER SIDE IS LARGER THAN 2'-6" AND AIR TIGHTNESS IS NOT REQUIRED. a � z m 2. PROVIDE STAINLESS STEEL HINGES r WHERE NOTED, SEE PLAN. p w � N o O co0 N TYPE "A" COVER 5832 83 TYPE "B" COVER 53 PROJECT NO iNTS NTS a v.o3z.a I-o•on-o SHEET NUMBER v 55 0 S DRAWING NUMBER ti-D-6 z mom I 14" �I mimic TO JUNCTION BOX, PROVIDE MIN. OF 2'-O' iurc $o SLACK IN CABLE TO ALLOW FOR ADJUSTMENT z Jz� z OF SWITCH ACTUATION LEVEL 14' L2x2xY4xO'-5' nWwU oc�i SST MOUNTING BRACKET, SECURE TO WALL rV A R N I N G WITH CONC. NCH SST BOLTS AND SST CONC. ANCHORS, TYP, RED CAUTION 1' SCHED. 40 ORANGE WHITE I/-SST PIPE z =yomo. ' BLACK R MESSAGE HERE - BLACKY.SEE SPECIFICATIONS a YELLOW LEVEL • oPLANBLACK OR MESSAGE HERE FOR MESSAGE HE SWITCHt SEE SPECIFICATIONS SEE SPECIFICATIONS '"•.,,,, _„ \- - Ya" SST BOLTS CABLE • z CLAMP 1 !v ACTUATION LEVEL AS o NOTED OR SHOWN STEEI TANK WALL SIGN DETAIL 10134 SIGN DETAIL 10135 SIGN DETAIL 10 336 ELEVATION NTS NTS NTS >r NOTES STEEL TANK 1. • DENOTES ITEMS FURNISHED BY INSTALLATION PRESSURE- SWITCH MFR. _ INDICATOR 1' ANNULAR SEAL 2. THIS IS A STANDARD DETAIL, OR SWITCH THEREFORE BOTH INSTALLATIONS MAY NOT BE USED. N�z a - TYP►CAL FLOAT TYPE ` PROCESS LINE LEVEL SWITCH INSTALLATION 1 3305 =� 1YaxIYu SST NTS - UNISTRUT SECURE TO WALL O st5i-,R 5'-p MAX. SPACING FOR PIPE SIZES 1" & SMALLER q--� W/ 2-Y2"xO'-5" SST ^z'A CONC. ANCHORS FLUSHING PLUG ff 1" SST PIPE SST BOLTS & WASHERS, O B& €- Y4" SST TYP. EA. BRACKET AR BALL VALVE, PIPE STRAP — 7 LEVEL — NNULAR SEALELEMENTPRESSURE INDICATOR 1" PIPE, FCONN. OR SWITCH SEE 13410 R PT SECURE TO WALL NOTED ti 1" CONN. HOR�Z. PROCESSORINES - WITH SST CONC.9" ISOLATION ANCHORS AS \ / { SPECIFIED -'J --- o N � N PROCESS LINE ULTRASONIC LEVEL INSTRUMENT FOR PIPE slzEs GREATER THAN 1" a MOUNTING — CONCRETE BASIN 13310 PRESSURE ELEMENT 13405 Z NTS INSTALLATION W, ANNULAR SEAL Z NTS .1-,. O a � FLOOR SLAB O -Yi V-307 o- o Y." V-300 Y." GALVS. ON STL. •~ z Yi GN_VS.- YW TAP, DOUBLE & ;14" SST ON SST BUSHSCRNGO TEE SAMEW/ a STRAP SADDLE MAT. AS PIPE WALL MOUNTED w INSTRUMENT INSTALLATION 1 3480 ) Z NTS w z a a W z r Of Z I CEMENT LINED STEEL PIPE. STEEL & SST PIPE 31Y2 & SMALLER Of CAST IRON & DUCTILE IRON PIPE l ] Yi' SCHED. 80 �Y4" V-330 OR v-335 �Yi V-335 �Yi V-307 w z 0 �Y." V-300 CPVC ON CPVC, a SOLVENT WELD Y." SCHED. < Y4" SCHED. 80 ` /-FLA GE COMPANION &"Y SST ON SST Y." CALVS. / REDUCING TEE W/ 80 CPVC Yi HALF COUPLING 3 ANNULAR DIAPHRAGM PVC ON PVC TTI SOLVENT WELD X SAME MAT. AS PIPE SEAL UNIT FEMALE NPT BUSHINGLJ Z o I L Z m - - - I - - r m W N a O o m p Yla PROJECT NO. 0 GLASS LINED CAST IRON PIPE PVC & CPVC PIPE ERP PIPE STEEL & SST PIPE 4" & LARGER 0417.032.01-04OD-01II SHEET NUMBER r 56 g PRESSURE CONNECTION PRESSURE CONNECTION DRAWING NUMBER i INSTALLATION DETAILS 13410 INSTALLATION DETAILS 13411 8-ll-7 NTS NTS 6� 30 1Y2' V-236 zmk NOTE: PROVIDE EACH HYDRANT [BLIND FLANGE L"�zo Ni HOSE CONNECTION WITH A HOSE RACK PER 5257 DRILLED & TAPPED FOR 1Yt" NIPPLE awwz Zo SIZE AND IV AS \ 5251 i GALV. � o0 . \ NIPPLE WITH�- ✓3�¢0 �< HV-X. \\1 INSULATING UNION AT VALVE. TEE, WYE OR CROSS SPECIFIED z /-AS SHOWN ON PLANS p 2133N". MAIN HEADER a - \ - - STEEL PIPE BASE BEND `i . o0 0 0 j (BASE TEE SIMILAR) 4 /� 113• & 20" PIPE SHOWN, USE DOUBLE--� /- FOR OTHER PIPE SIZES, STRAP SADDLE u CONC SLAB, WALK ETC, SEE TABLE W/ DI PIPE I OR 2'-0"x2-0`.5' PAD OR THRED-O-LET SIDE VIEW TYPE 2 FLUSHING CONNECTION 15301 - WELDED W/ TO NTS STEEL PIPE SUPPORT WITH WALL BRACKET 6" STD. STEEL PIPE SEE 15500 PAINT SAME AS PIPING. o a 5 � SEE NOTE. IV.' I Yx" O NON-SHRINK PL Ne'x17 SQ. W t Yi V-236 SUPPLY LINE PIPE CONN^ C CONCRETE GROUTED CELL GROUT AS / Yi V-235 _ SIZE AS Ye SST NUTS & 0 CMU WALLS REQ'D. 4-Ye SST ANCHORS, �\ I ' SHOWN ON �__ s• . PIPING 8 MIN COMPACTED GRAVEL TO STUD TYPE EXPANSION ' CAST OR EXPANSION UNDISTURBED EARTH WEDGE ANCHORS SPACER BLOCK NOTES: TYPE. SEE NOTE. PLAN OR AS DRAIN AS REQ'D. 1. USE ALL SST SUPPORT MATERIALS. z 90' ELBOW SPECIFIED % FOR SUPPORTING SST PIPE. SHORT NIPPLE, e PIPE SIZE 4" MAX. FOR VERTICAL PIPES, w // 2-CU FT SELECTED 1Ni 2. USE SIMILAR SUPPORT FOR TEE. TO 1" WASHED DRAIN 7 MAX. FOR HORIZONTAL PIPES. i i w to U U _Typ. O -O n O n GRAVEL. �,u J O -O ,O PIPE SUPPORT PLATETE ANCHOR ,�,�N N i l-FLOOR SLAB DIAMETER DIAMETER THICKNESS BOLT CA ^4�_ \ DIAMETERr� _ `-SHORT CLIP S 2yy" GRINNELL fIG. 262, WATER SUPPLY HEADER. SEE PIPING ELCEN FIG. 43 4' THRU 17 S Ya" w PLAN. _ OR EQUAL 14" AND 1� 4' Ye' Ya" ' 1 Er AND 20" 6" 14" 4L' ] ELEVATION NOTEUSE Q~'r INTERIOR HOSE VALVE 15100 NON-FREEZE POST HYDRANT 15110 WHERESNOEDDWARE ONN PIPE SUPPORT 15506 =. m" NTS NTS DRAWINGS. NTS SS Y 1 PIPE SUPPORT NTS a €` ol 0 �O m � 4 DIMENSION TABLE 3 PIPE SIZE A B C FOR CONIC APPLICATIONS, USE UNIVERSAL 4" 3" 4-Yia" 9" CONC. INSERT OR UNISTRUT CHANNEL. Q DUCTILE IRON PIPE BASE 5' 3" 4-Wie 9" FOR STEEL BEAM APPLICATION, USE BEAM Z CLAMPS, SEE 15556 to Q FOR EXISTING CONC. ROOFS, BOLT Z BEND, TEE. ETC. g'4" S 6-m 9" 1-014x3'-0" SUPPORT FLANGE TO ROOF WITH SST O 4-Ya` ANCHOR BOLTS W/ WRAP PI1HRU 3li PIPE.ASTIC PIPE W/ 10" 3' 8-Yu` 9• ' .. EPDXY ADHESIVE ANCHORS AS a '2DOUBLE NUTS TO MATCH V�"x3` NEOPRENE SHEET. 17 3' 8-'Y�a" 9" RECOMMENDED BY HANGER MANUFACTURER. V BASE DRILLING. OR AS REQUIRED BY BASE BEND OR TEE. — 14' 4' 10-'Yia 11" NOTE- - 16" 4" 12-W 11" TOTAL LOADING 1" MIN. NON- m 18' 4" 13-Ya" 11" ON EACH CONC. ROD SIZED FOR LOAD O SHRINK GROUT GRINNEL FIG. 259— 20" 6" 15-Ya" 13-Y2" INSERT OR OTHER AND SPACING FOR 4b-12" OR 27 6" 16-Ye 13-W ROD ANCHOR GRINNELL FIG 260 DR Z 4" THREADED GER 3' GREATER THAN B-LINE FIG. BS090 ELCEN FIG. 12 GALV. Q J BASE DIMENSION, FOR 14'-36" Cl A _ 24" 6' 17-Yu 13-W SHALL NOT il CLEVIS, PAINTED SAME BOLT PROJECTION PIPE STANCHION 2li 6" 19-Ye" 13-Yi EXCEED MFR.'S EL 12" 50. MIN. AS PIPING a o SADDLE LOADINGSRECOMME. Z wo N3 TIES O 1'-O" O.C- 3Y 6" 22-Va" 13-Vi" - ~ o i PAINT SAME AS PIPING - w Q STD. PIPE FLANGE 4-#4� I ATTACH TO CONC. 36' 8" 24-Vs 16" -' 1_6" W/ SST CONC. ANCHORS NOTES" w U NOTE; 1. PROVIDE HALF ROUND RIGID Z 1 Vz" GROUT T I- " to ALSO USE FOR _ INSULATION AND INSULATION �-E Q I SUPPORT OF °'-• -o°"'o ° PROTECTION SHIELD, SIMILAR 4' THRU 18" PIPE - FOR INSULATED PIPES, USE HORIZONTAL C TO GRINNELL FIGURE 167 OR GRINNELL FIG. 167 OR ELCEN Li w TEE OR CROSS. B-LINE FIG. B3154, WHERE FIG. 219 INSULATION Q PIPING IS INSULATED PROTECTION SHIELD. 2. PROVIDE NEOPRENE WAFFLE ISOLATION PAD, SIMILAR TO N BASE BEND DETAIL 1 5507 PIPE SUPPORT 1 5510 MASON TYPE 'W' OR KORFUND O NTS NTS W�ENAPIPNGLISDER SOLATEDORT OR FOOT PIPE HANGER 1 5550 3 SUPPORT IS ADJACENT TO NTS MECHANICAL EQUIPMENT. Q 3. FOR BASE, HEIGHT AND FLANGE E z DIMENSIONS SEE TABLE. N Q O :2 cow N O m PROJECT NO. 0417.032.01-0400-0111 SHEET NUMBER 57 DRAWING NUMBER 8-D-8 m 3o� YmU� I°2W� Nu tOQO FOR CONC. APPLICATIONS, USE UNIVERSAL CONC RUBBER GASKETED MECHANICAL JOINT W L INSERT OR UNISTRUT CHANNEL. FOR STEEL BEAM BY FLANGED DT WALL PIPE 1-NIx3'-0" APPLICATION, USE BEAM CLAMPS. SEE �. DUCTILE IRON SEEP RING °'�a33H� AS REO'D. FOR PIPE 2'-0" MAX. " FOR EXISTING CONIC. ROOFS, BOLT SUPPORT FLANGE DI PIPE ,- SEE DET.1561tl ` '�f TO ROOF WITH SST EPDXY ADHESIVE ANCHORS AS AS REO'D. FOR PIPE- INSTALLATION, 9" MIN. ;` '•z0 n o�„' OR FLUSH WITH WALL _ rcN -' INSTALLATION, 9" MIN. WHERE SHOWN ON N ' RECOMMENDED BY HANGER MANUFACTURER. 1I• 111 DRAWINGS {� ROD THREADED EA. ENO -` ,• 1Z EEI '� f��y= AND SIZED FOR LOAD I i 4 p{t0 �w AND SPACING �''^-.._....•••fj �_ � PAINT SAME AS PIPING ENDS AS a I �9" UNLESS SHOWN m u SHOWN ON GRINNELL FIG. 115 OR PLANS, IYP. I t FLEX. CPLG. EARTH SIDE OTHERWISE ON PLANS B-LINE FIG. 10C SPLIT PIPE ADJUSTER SIZED FORPIPE CUCKLE OAE& LINE WALL PIPE W/ INTERIOR SIDE DUCTILE IRON SPECIFIED PAINT AND/ CEMENT Ya" THRU 8" PIPE � WALL PIPE SYSTEMS PRIOR TO CONIC. PLACEMENT. SEEP RINQ o SEE 15610 � NOTES NOTE: WALL PIPE 15601 1. TOTAL LOADING ON EACH CONIC, INSERT OR OTHER TYPE COAT & LINE PIPE W/ SPECIFIED NITS HANGER ROD ANCHOR SHALLNOT EXCEED MFR.'S RECOMMENDED PAINT AND/OR CEMENT SYSTEMS LOADINGS. PRIOR TO CONIC. PLACEMENT. DO NOT ALLOW PIPE OR z 2. USE ALL SST COMPONENTS AS SPECIFIED WHERE NOTED ON SEEP RING TO CONTACT WALL REINFORCING STEEL THE DRAWINGS. PIPE HANGER 1 5551 DUCTILE IRON WALL PIPE - NTS NTS WELD SEEP RING Ye �j $'r--St HALVES TOGETHER _Z a I§§- 0 w 8g�IS NOTE r� HOT DIP GALV. AFTER FABRICATION STEEL SEEP DUCTILE IRON PIPE F+r WALL WHERE NOTED. LINE AND COAT WALL E RING BOTTOMED � - PIPE W/ SPECIFIED PAINT SYSTEM W L IN GROOVE �+w • PRIOR TO CONCRETE PLACEMENT. GALV. STEEL OR SST O33 -nF•' STEEL SEEP RING 1/4" PIPE SLEEVE IN NEW < .`��' STEEL PIPE ° MINIMUM THICKNESS WALLS (SEE DET.15605 ) O 4 OR CORE DRILL EXISTING _ CAST CONC. WALL. DIA i a ENDS AS-_ AS REO'D. BY SEAL MFR. g Y.' FOR PIPE THRU 24" SHOWN o ��0+2" TH[2U 12" L-� D+4" 14 AND LARGER iv I Ye FOR PIPE 30 & LARGER ON PLANS ENDS AS SHOWN FOR COAT & LINE PASSING PIPE SPECIFIC AS SPECIFIED �- AS MODULAR MECHANICAL LINK LOCATION >SEAL WEL REQUIRED FOR SEAL ASSEMBLY W/ SST "' o BOTAROUNDH SIDES PIPE INSTALLATION, - BOLTS & NUTS, AS SPECIFIED 9" MINIMUM (EXCEPT 1 FOR WA AND FLOOR MACHINE CUT GROOVE SLEEVES). J DUCTILE IRON PIPE 3 Y a TO PROVIDE PRESS GROOVE DEPTH V C o NOTES. FIT FOR SEEP RING MIN.• •" MAX 1. DO NOT WELD SEEP STEEL SEEP Q RING TO PIPE RING BOTTOMED SILICONE SEALANT, Y." FILLET, U7 Q 2 -AS RECOMMENDED IN GROOVE DOW CORNING NO. 790, GE ZO 1- BY PIPE MFR. SILPRUF, OR EQUAL. _ z TYPE "A' WALL Q STEEL WALL PIPE 15605 PENETRATION SEAL DETAIL 15607 DUCTILE IRON PIPE SEEP RING 15610 NTS NTS NTS O 7 o H o Z N \ Q In � J Q Z W 3 a � � Q Q FILL WITH WATERPROOF w U r- EXPANDING SEALANT o STANDARD WEIGHT UNLESS LINK SEAL NOTED. STEEL P PESLEEVE. ' - Q I JOINT SHALL BE WATERTIGHT � _ HOT DIP GALV. AFTER FABRICATION. SEE 15605 w PASSING PIPE Q n Z MIN. I j�4" UNLESS SFIOWN ILL WITH WATERPROOF EXPANDING 1 OTHERWISE ON PLANS W STANDARD WEIGHT SEALANT UNLESS LINK SEAL NOTED. 1- STEEL. PIPE SLEEVE. JOINT SHALL BE WATERTIGHT. HOT DIP GALVANIZE TOP OF FLOOR �. 3 3 AFTER FABRICATION a m 1 PROVIDE SEEP RING I N z UNLESS OTHERWISE PASSING PIPE O � NOTED. m w < NOTE: PIPE FLANGE NO COAT & LINE FLOOR SLEEVE W/ O.D. +2" MIN. m N SPECIFIED PAINT SYSTEM BEFORE CONCRETE PLACEMENT PRQIECT NO. 0417.032.01-D400-011l SHEET NUMBER 56 FLOOR SLEEVE DETAIL 15 220 FLOOR SLEEVE DETAIL 15622 DRAWING NUMBER NTS NTS 8-D-9 w;� mo xi ul�u� Ni .�z 0 0 a �i Zo ELECTRICAL SYMBOL LEGEND y'a oWyJ AABBREVIATIONS � C\ / /� T I c THIS IS A STANDARD LIST. NOT ALL WORDS o B B R E V I A I I O I V MAY APPEAR IN THESE DRAWINGS. 1. THESE SYMBOLS COMPRISE A STANDARD UST; NOT ALL SYMBOLS MAY APPEAR ON THIS PROJECT, d pgO T ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED BELOW. A or AMP AMPERES MH METAL HALIDE AC ALTERNATING CURRENT MIN MINIMUM A/C AIR CONDITIONING MFG MANUFACTURER CONTROLS POWER AND LIGHTING AFF ABOVE FINISHED FLOOR MSS MOTOR STARTER SWITCH u A-IU AIR HANDLING UNIT MT EMPTY _ ATS AUTOMATIC TRANSFER SWITCH MTD MOUNTED FTC. MTC. HT. HT AL ALUMINUM MV MERCURY VAPOR r CEILING LIGHT FIXTURE, CAPITAL LTR. G BRANCH CIRCUIT PANELBOARD 9 AQUA AOUA57AT ,�-� ON/OFF SWITCH TRANSFORMER /� o `J INDICATES FIXTURE TYPE, SMALL ITR. o INDICATES SWITCHING, DIAGONAL LINE ® SWBD. OR DISTRIBUTION PANEL s BKR BREAKER N NEUTRAL '� DOUBLE POLE-DOUBLE THROW SWITCH INDICATES RECESSED, STEM INDICATES rc BUILT BLAST UNIT HEATER NC NORMALLY CLOSED �� -FA:m CURRENT TRANSFORMER WALL MOUNTED. n NEC NATIONAL ELECTRICAL CODE C!l� TELEPHONE CABINET Wo C CONDUIT NFO NON-FUSED DISCONNECT CB CIRCUIT BREAKER NO NORMALLY OPEN I -�� CIRCUIT BREAKER SINGLE POLE-DOUBLE POLE SWITCH O CEILING MOUNTED JUNCTION BOX, STEM SPECIAL EQUIPMENT CABINET CCTV CLOSED CIRCUIT TELEVISION N NUMBER INDICATES WALL MOUNTED. AS NOTED. CKT CIRCUIT � l KI RED"OFF- PILOT LIGHT z CLG CEILING OC ON CENTER 7 ELECTRIC MOTOR GETTING MOUNTED EXIT SIGN. ARROWS (� CONTCTR CONTRACTOR OH OVERHEAD �/ I® INDICATE FACE AND DIRECTION, STEM MOTOR. NUMBER REFERS IU CS COMBINATION STARTER yam( MOTOR SCHEDULE CU COPPER P POLE _ GROUND CONNECTION 1 l;I GREEN"RUNNING PILOT LIGHT INDICATES WALL MOUNTED. �€ W CUH CABINET UNIT HEATER PB PUSHBUTTON r=� O DISCONNECT SWITCH 60" w N N PC PLUMBING CONTRACTOR LJ SURFACE FLUORESCENT TO SCALE. ¢ � f;n DISC DISCONNECI PPF H PH ASE ATIC-ELECTRIC (SWITCH) - -� --�• SOLENOID COMBINA710N MOTOR STARTER fi0" �Y _ RECESSED FLUORESCENT TO SCALE. F DIST DISTRIBUTION I1-0-A MOTOR CONTROL SWITCH r--.I 9 SWITCH: SINGLE POLE 46r 0 THERMAL MOTOR STARTER SWITCH U3{ _v ON DOWN PNL PANEL --7 CONTROL VALVE DPDT DOUBLE POLE DOUBLE THROW PR.SPRV W POWERRE R00FWITCH VENHLAIUR r " $2 DOUBLE POLE 41iIoT THERMOSTAT 62' E - w DWG DRAWING �J MOTOR THERMAL SWITCH PT POTENTIAL TRANSFORMER L '�_ LIGHTNING/SURGE ARRESTOR y EA EACH PVC POLYVINYL CHLORIDE CONDUIT �{L NORMAIIY-OPEN CONTACT 33 3-WAY 46" ❑j PUSHBUTTON 54" q EC ELECTRICAL CONTRACTOR PWR POWER I_ f 4-WAY 46" d NORMALLY-CLOSED CONTACT f S 4 © CONTACTOR w S e EF EXHAUST FAN III' �i r--r. ELEC ELECTRIC R/O RUNNING & OFF PILOT LIGHTS YAGI ARRAY RADIO ANTENNA EMT ELECTRICAL METALLIC TUBING RECPT RECEPTACLEF SWITCH AND FUSE a6' TRANSFORMER E LOW SWITCH <c ` EP ELECTRIC-PNEUMATIC (SWITCH) RTT REOOM MOTF TELEMETRY �~ 8 NORMALLY OPEN PUSHBUTTON �T WITH PILOT LIGHT 4G ^s EQUIP EQUIPMENT .--. .- 7P g UTILITY ELECTRIC METER EX or E%ISi EXISTING RVNR REDUCED VOLTAGE NON-REVERSING .� FLOAT SWITCH EXP EXPLOSION PROOF RVR REDUCED VOLTAGE REVERSING dd DIMMER - 60OW aG w r --,�i- NORMALLY CLOSED PUSHBUTTON -7�� Ffl FIRE ALARM MANUAL STATION 62" 71T FA FIRE ALARM S4 SURGE ARRESTOR .� PNEUMATIC-ELECTRIC SWITCH FOR FEEDER SE RELAY/STARTER COIL F� HORN/STROBE 88" LSW. ON-OFF SELECTOR SWITCH FO FUSED DISCONNECT SN SOLID NEUTRAL INDICATES ALL DEVICES UNDER FIN FINISHED SP SINGLE POLE TOGGLE SWITCH THERMOSTAT ONE COVER PLATE, DOOR HOLDER 72' SPD SPEED _ FLEX FLEXIBLE CONDUIT / PRESSURE TRANSDUCER H Of FLR FLOOR SPEC SPECIFICATION FUSE D PHOTOCELL DUPLEX RECEPTACLE. tff' O ELECTRICAL. NOTE, REFER TO SPECIFIC N pN FLT SW FLOAT SWITCH SPST SINGLE POLE SINGLE THROW �. NOTES ON SAME DRAWING SHEET. FLUOR FLUORESCENT SSPB START-STOP PUSHBUTTON m FEW SW FLOW SWITCH SST STAINLESS STEEL PHOTOCELL DUPLEX RECEPTACLE - 16 0 FO FIBER OPTIC MOTOR STARTER OVERLOADS HALF SWITCHED P-L35 HOME RUN TO PANELBOARD. CROSS m o SSU SWITCH & FUSE UNIT '�3E`' 3 ' n k k FVNR FULL VOLTAGE NON-REVERSING SV SOLENOID VALVE TIME DELAY RELAY COIL -��MARKS INDICATE QUANTITY R WIRES. u TD 'NO MARKS INDICATE TWO WIRES. >n S FVR FULL VOLTAGE REVERSING 'EXISTING O' FLOOR OUTLET - ADDITIONAL SW SWITCH PLUG-IN CONECIION SYMBOL INDICATES TYPE. ARROWS INDICATE QUANTITY OF CKTS. G GREEN SWBD SWITCHBOARD << NUMBERS INDICATE PANEL AND CKTS. SWCR SWITCHGEAR G GFI GROUND FAULT INTERRUPTER —Lv— LOW-VOLTAGE CIRCUIT SPECIAL PURPOSE OUTLET, a CONDUIT CONCEALED IN WALL, FLOOR, LETTER INDICATES TYPE. �� OR CEILING Z � GND GROUND T THERMOSTAT SEE SPEC. Z GRC GALVANIZED RIGID CONDUIT TB TELEPHONE BOARD -- INSULATED GROUND WIRE 0 CONDUIT UP H HID HIGH INTENSITY DISCHARGE TC TIME CLOCK SURFACE MOUNTED RACEWAY 1B' U TO TIME DELAY CONDUIT DOWN do HOA HAND-OFF-AUIOMATIC TEL TELEPHONE Lt 0 HP HORSEPOWER THERM THERMOSTAT TELEPHONE/COMPUTER OUTLET Ter O J HPS HIGH PRESSURE SODIUM TSP TWISTED SHIELDED PAIR O N NTR HEATER CONDUIT BUSHED ON END TYP TYPICAL a CLOCK OUTLET 88 m HVAC HEATING, VENTILATING & — — EXISTING CONDUIT AIR CONDITIONING TRANS TRANSFORMER T Z >_ HZ FIERTZ TIME CLOCK 6G ;4ML DENOTES EMPTY CONDUIT < Ln UG UNDERGROUND / \ a UH UNIT HEATER 16 I&C INSTRUMENTATION & CONTROL UV UNDERVOLTAGE © PHOTOCELL o tI INC INCANDESCENT /E\ EMERGENCY CIRCUIT Z Q ® RELAY V VOLT ,-T/C\ TELEPHONE/COMPUTER CONDUIT � n J-BOX JUNCTION BOX VA VOLT AMPERES I- La z a VFD VARIABLE FREQUENCY DRIVE RATE-OF-RISE HEAT DETECTOR ry Q W = kW KILOWATTS / \_ TELEVISION CIRCUIT 2 c.0 ~ kVA KILOVOLT AMPERES W WATTS I j W/ WITH F w� LOCH LOCATION SO D "lY SMOKE DETECTOR F\ FIRE ALARM CIRCUIT WP WEATHERPROOF INDICATES DUCT DETECTOR LOC w rLR LATCHING RELAY WTR WATER I.S LIMIT SWITCH W/o WITHOUT .5 O INFRARED LIGHTING SENSOR FOR INSULATED GROUND WIRE Q U a LTC LIGHTING HID DIMMING SYSTEM W cc XDCR PRESSURE TRANSDUCER ~- O MAG MAGNETIC STARTER XFMR TRANSFORMER Q J MAN MANUAL MAX MAXIMUM Y WYE CONNECTED MC MECHANICAL CONTRACTOR `o MCC MOTOR CONTROL CENTER a DELTA CONNECTED E MCP MOTOR CIRCUIT PROTECTOR z w a MDP MAIN DISTRIBUTION PANEL PHASE N M !]} O m° MECH MECHANICAL w m N r- O m 0 N PROJECT NO. O 0417,032.01-0{0C-0{I0 N O rl SHEET NUMBER 5 d DRAYANG NUMBER O -Cr 5 m�o i yq zio m? i FLANGE LUG TIE ROD SCHEDULE a "T" MINIMUM Z u viz oc0i PIPE DIA (IN TIE ROD DIA (IN1 LUG THICKNESS DIA (IN �an o TIE ROD DIA. h Y4 7/8 1 1 Ya 1 Y4 1 Y2 1 Y4 2 1 Y4 2Y4 WALL �� a - s s/a 1/2 _-_ OR BOLT SIZE 8 - 12 5/8 1/2 >. 14 - 18 5/8 7/8 7 �Yz'"x8" SST ANCHOR 20 - 24 5/8 1 1/4 O @ @ / O DIA. G OR F Y4 /8 1 1 Y8 1 Y4 1 X8 1 V8 2 2Y4 2Y2 3 Y. BOLTS-2 REO'D. BAR YIx CLAMP WIDTH +• z w � • NOTE: RADIUS D OR F %8 1 1 V8 1 Y4 1 h 1 Y2 1-Y4 2 1 Y4 2Y8 2Y2 1. MAXIMUM PIPE PRESSURE = 50 PSI 2. GRIND ALL EDGES SMOOTH Ve" MAX TEST PRESSURE (PSI) 25 50 100 150 225 375 GRINNEL FIG. 212, ¢ P��.`' 1„ nP PIPE MIN. PLATE TIE ROD MIN. NUMBER REQUIRED NOTE: EQUAL Pine CLAMP 2, OR \\ DIA. THICKNESS DIA. UNLESS NOTED OTHERWISE, ol HOT DIP GALV. AFTER FABRICATION. � THRUST LUG USE ALL SST HARDWARE IF STANDARD 3 Y2 � NOTED ON DWGS. 8 2 2 2 2 2 2 TIE ROD, SEE FLANGED _ SCHEDULE — JOINT DUCTILE IRON 4 V2 vo 2 2 2 2 2 3 - - FLANGED JOINT - 6 Va ve 2 2 2 2 3 3 4 T-YPE B PIPE SWAY BRACE 15711 8 !Y8 Y4 2 2 2 2 3 NTS 10 % 7/8 2 2 2 2 3 4 j 12 7/8 1 2 2 2 2 3 5 DI PIP L `T I PIPE I SECTIONS 14 7/8 1 Ye 2 2 2 3 4 - Ya" X (0+2") SQ. FOR 8" & ol THRUST TIE FOR 16 7/8 1 Y8 2 2 2 3 4 — SMAf-LER PIPE: Y2 X D SQ. 15 6 3 2 FOR 10" & LARGER PIPE. FLEXIBLE COUPLING NTS 18 Y8 1 YB 2 2 3 4 5 - GRINNEL FIG. 212. u ELCEN FIG, 2. OR i 20 ye 1 Y8 2 2 3 4 6 - _- EQUAL PIPE CLAMP kgI-i lL 22 7/8 1V4 2 2 3 4 6 - i UInx 24 1 V8 1 Y4 2 2 3 4 6 = _ FELTS. ASBESTOS .--7 riffs 30 1Ye 1Y2 2 2 3 5 7 �w s 36 1Ye 1,Y4 2 2 3 5 7 A 42 1% 1Y4 2 3 4 8 - o��> ATTACH TO WALL a 48 1 V. 1 JY4 2 3 5 8 - - A CHOR BOLTS.ssr LUG PLATE _� SEE TABLE NOTE: UNLESS NOTED OTHERWISE, HOT DIP GALV. AFTER FABRICATION. > a cool 4RADIUS A. E LUG PLATE USE ALL SST HARDWARE IF a NOTED ON DWGS. RADIU B `�ROD 3 DIA. G BBppLLTT qqSS U 6 RADIUS F SPECIFIEDPLAN ZV)RADIUS C o z FLANGES TYPE C PIPE SWAY BRACE 15712 NTS FRONT VIEW SIDE VIEW o f g FLANGE LUG DETAIL 15634 Z NTS G N Q a NOTES: z o 1. ALL DIMENSIONS ARE IN INCHES. 2. DIMENSION "A' AS REQ'D. BY FLANGE SPECIFIED. w a U 3. RADIUS "C"= Y2x (BOLT CIRCLE) +F. a 4. RADIUS "B"= Y2x (FLANGE O.D.) +D +Ye. W 5. INSTALL TIE ROD ASSEMBLIES SUCH THAT ALL RODS a q ARE EQUALLY SPACED AROUND FLANGE. ON PIPING w 20" & LARGER, RODS MAY BE GROUPED IN PAIRS BUT FLANGE.OTHE TOTAL N SPACEDUPS MUST BE EQUALLY AROUND UMBER OF THERODSSHALDL BE INCREASED ABOVE THAT TABULATED AS NECESSARY TO a m MEET SPACING REQUIREMENTS. a o N m D M W m N d O m p PROJECT Na. r wl . 1-D+ - ni 0 SHEET NUMBER 59 a DRAWING NUMBER 8-D-10 w3ol mo_ u WW a P V Nz ? � �o u Wui AS who GALVANIZED STEEL SHEET METAL °' INSULATION AS REO'D. ESCUTCHEON Yi RADIUS, TYP ••^""�� ON MECHANICAL "° TO FILL CAVITY � { 4 b3-9H ROOM SIDE OF V.' STEEL PLATE CAP 5 ROUND EDGEST - �" ALUMINUM PLATE ROUND PENETRATION GALVANIZE AFTER IF I EDGES, SIZE TO -¶ ! FABRICATION II II ACCOMODATE EQUIPMENT I II +e ___<TYP i`z WIRING DEVICE \ II II OR ELECTRICAL `Ys U-BOLTS II II II II , pRof�`•,,i� EQUIPMENT, - II II II EQUIPMENT, TYP �'�•.,,,_",,,,.. CONDUIT SIZE AS REO'D II II II • II II II II m GALVANIZED II II II II e " STEEL PIPE SLEEVE ° LARGER SIZE THAN II II II II CONDUIT II II II II z I I 0 2" PIPE, PAINT PIPE I I 4' ALUMINUM a THREADS WITH ZINC-RICH * TI CHANNEL PAINT BEFORE ASSEMBLING. i C4X5.4, TYP 4 CONDUIT ENTRY THRU MECH SEE NOTE 2 VU0E rYP ROOM WALLS AND FLOORS 16050 Za NTS I IETE PAD, I ye SST (Do IOTE 2 U CONCRETE EXPANSION a FLOOR OR ANCHORS PLATFORM FLOOR FLANGE AND Y2" SST "!ti•1.' .GV.I Gv.P FLUSH SHELLS, ANCHOR BOLTS mK n OR ADHESIVE ANCHORS, 4EA 10" NOTES: S-o„°S NOTES: IY2 TY IUS, TYP 1. DIMENSIONS SHALL BE AS SHOWN ON DINGS. WHERE NOTED. W I.ALL MOUNTING HARDWARE TO BE GALVANIZED. PW PV.A b 2. PROVIDE A 12" THICK CONC. PAD W/ DIMENSIONS ^on USE WASHERS AND SPLIT LOCK-WASHERS UNDER 2'z2' MIN. UNDER EA. BASE PLATE. SET 1" ABOVE wN gym^ ALL NUTS. _[A7�' ADJACENT FINISH GRADE. PROVIDE #5 AT 9" EWvgg _�Y1c" DIA, TYP REINFORCING CENTERED IN PAD. .C3 g8'N $ 2.PIPE AND FITTINGS: GALVANIZED STEEL PIPE Y¢" ALUMINUM PLATE f�€�g MEETING ASTM A120, SCHEDULE 40 WALL THICKNESS. O B'$ THREADED 150-POUND MALLEABLE IRON FLOOR yg FLANGE MEETING ASTM A197. ANSI STANDARD PIPE THREADS ON PIPE AND FITTINGS. (TYP OF 2) ELECTRICAL EQUIPMENT PEDESTAL MOUNTED DEVICE 16105 SUPPORT DETAIL 16120 � u NTS NTS 4 Y= ❑ a 3 WARNING TAPE 0 COVER THIS cn FINISH GRADE PORTION WITH N ��o CONDUCTOR SHRINK TUBING OUTER JACKET OUTER JACKET `r I�COMPACTED TRENCH I PVC CONDUIT LUG, TYP. o 0 a a a 4 W iv BACK FILL AS SPECIFIED / - #12 GALV. IRON SHIELD INSULATION J SHRINK TUBING a - TIE DOWN WIRE. NOTE: z BACKFILL W/ SAND MAX. 4'-0" APART SHIELD NOT GROUNDED vT Q AT TERMINATION A MIN, OF S' ABOVE U z Qc 3" BELOW CONDUITS, - SPACERS r a 0 HAND TAMP DACKFILL W/ - U CONC. WHEN SHOWN. D� D=3' MIN FOR 7-6" COVER THIS CONDUIT PORTION WITH D=2" MIN FOR SMALLER SHRINK TUBING OUTER JACKET CONDUIT SHIEL e S TYPICAL UNDERGROUND CONDUIT 16200 �TU©NG�SHIELD NTS o, COVER THIS ~ ~ z w v PORTION WITH SIGNAL LEADS w SHRINK TUBING OUTER JACKET OUTER JACKET V- J i d d LUG, TYP.� w U I cr F- i GREEN WRAPPED SHIELO m J Of w GROUND LEAD SHRINK TUBING w INSULATED CRIMPED SPLICE lYOTE. w n WIRE SHIELD GROUNDED Q CONNECTOR AT TERMINATION o w a Ln 3 TERMINATION OF SHIELDED CONTROL CABLE 16501 o NTS z E d u g Z o w d m N m w N O U m N O N PROJECT N0. O 0117.032.01-04U0-U 1 1 1 h SHEET NUMBER g 60 DRAWING NUMBER Z 8—D— 1 1 w3p m0 �Wii F LINE SYMBOLS INSTRUMENTATION/LOGIC/FUNCTION SYMBOLS INSTRUMENT SOCIETY OF AMERICA TABLE50 X SCADk FOND SWITCt, EIS IWlfi SWITCH,M411 FIRST LETTER S SUCCEEDING LE11ER5 _ 1 0 TYPES °�a 200 PROCESS LINCS STATUS AM)ALARM 1e- CONTROL PANEL(MCP) L-- vp"PRO= WJ(Nt EXV14G PROCESS INDIGIOR,ACCCSSIaE ® PROCESS OR MODIFIER ASSOCIATED tiI�vJo REUOR _FUND SWTCH,LOALL ED INITIATING VARMBLE PASS FUNCTION MODIFIERDEVICES MIOR PROCESS MINOR EXISTING PROCESS `.;CADA,STARTS INOODON CONTROL PANEL(LCP) A AN Y% t d 10 NON-ACCESSIBI ESTATUS/AUJfII I 1 MPR , XWIBATION -STOP-BECAFASEINSTRUMENTATION LINES z scALA Row R xArON COMRdPANEL (Mch) C CONDJcMtn DO TA CONTROLLER DI AO AEIRREVIATIONS d[ LETTER SYMBOSCADA, LOW NOCLATCCF D DENSITY DIFFERENTIALSTART-IICRCASE HS (LAND SWITCHwSIAtu`/AHEM ICrIT I(1(AI E VOLTAGESimi. OCAR OPEN,GLOBE.AMC,RESET i wRo a a PNAILLLING LINES(PARENTFITIGL PNEUMATIC SGDI ROW INDKAIOH % L'ONrpOI PANEL �LC�) F flCIW Wl1E RATIO FRTCtgN FAI DI OCT 'WEN,CLO'.,E. AT E'- m�N )^Z IL` (B) I NUMBER INpCA1E5 F11E fN1MRER a HYDRAULIC X CanROLI FR,NON ILCES_'^�NNLL G GAS 2L FIMO SWi1CH STATl1S U(',Hl O �� DEVICE IFroI diMl rH-NOI ION d OI UI T(A11ON,LOOP 1 Ix 1 SIGNALS REPRLSENTFD) GPII.URY FTC PIED FLOW c.mrmtfH, N HAND a PILOT LIGHT,HARDWRED riE r-(3)1 — DISCRETE NA SCAMer'IP DCS,DIGITAL � INN CONIR(X PANEL (MCP) I CIRREW ELECTWA �AIE 'A A PRD 51(' PROCE'S AL1RfJS SL DO/A JB N RCI ION BOX (ON,OFF,ETC-) X POINTS,(lCI A(:ffS.,M3lE J POWER SCAM 1S IEHMINAi STRIP f-' CONNECTING IINES ---PF-- PULSE TREQUINCY V� LOCAL FLOW CONTROL VANED K TIME.TIME SCHEDULE TIME RATE a CONIRa SFATgN DO AO A NAL(N; CAATA CABLE m SGD4 vLC D(:S,UM,ITN LOGY C(INTROI NNIEL(11x) C CONTROL GABLE __PIT___PULSE DURAIVJN ® PROC 3 ALARMS SET L LEVEL L1pR -NOW AVW LL-RDA Iw d POINTS,ETG NON A�(:ESSRIE M LptpR MOId1nARY OPEN OR OPERATE INgIE,INTERMEDIATE d D FEEDS CABLE Ie.DATA HIGHWAY If, _ NON-C'.'NINfCONC -___D____DIGITAL /P1 1 FIELD 4011N1ED MISERIAII.M F MOTOR ABLE -1 LINES -'A-__tea' �X PLC/DCS LOIIVUInIK1N, \DDDif PRESSURE rRANSMOhR N MOISTURESIART DO 4 FIBER OPTIC X ACCESSIBLE 0 UNCIASSIFIUI 00 arm TE51 WS111CIm STOP lMlElMO DO 0 FIBER OPTIC CABLE VALVES P PRESSURE,VACUUM PIELIWAIIC i HONEYWTEMPER LL C CO i.e.COORDINATED OPLC/DCS COMIMATION. 0 OUNKW KILGRATE,Iowa INTEGRATE OR TOIAl1ZE OI/AI C4(: MANUAL CONTROLS CRC SELE TOR N X NON-ACCESSIBLE R RADIATION BEt:OW A SWITCH AND PILOTS %iR ON -pc}-- GATE ® MUD S SPEED,FREWFNCY,SDLENUO SLEETY 90DCH OR WM d DO ASSEMRI IFSTRARM o 0 GLOBE -" DLAPHRWM 1 TEMPERATUREN z n IO FIRST QUADRANT _ - - RALF PIFX?D FA CN-TIT 9 I B'ON' SEC YAATER TO TORQUE 70 SECOND OUAOTIT a -`(>- S•Ul PORT %-SEC A'ON' U MLRTNARMI 4 4ULTIUNC110N f WR1EllNCIION t W1L11FlRLT10N i d TO IHIRfD QIMDPANt '^ F-CCENTRIC[L1N; F- FLIT INsIANE'CET V VIBRATION,MECMMCAL A/ALY56 VALVE,009".LOUVER 10 FOURIII Ol1AYANl wa -TRH SWINC CHECK -♦}fl- BACKFUYW PRk VTNITR W WEICMD.FORCE,TORQUE WET- IQ-40 THIRD AND FOURTSECONH UIIAORANTS 7 BUl1ERFlY SWrrCFfl4C saw X ON OFF X_A)OS UNCLASSIFIED ♦ LIICIASSIFIED(I) UIICIAS51[1m(t) DI/DO 30-10 THIRD AND(OURFF WPUTS TS -{�F-- 'DFF-II[DELAY //D I DIGITAL INSCRE7E INPUTS z --DLO- -� STAR r,OFF- _I B bFF'%-SEC.AFTER / Y_ EVENT.STATE OR PRESENCE Y-AXIS IE1AY. �• � HAND %-SEC A'01T'. ION/OFF RELAY.INnH b 1/[XJ 1 DIGITAL INSf:RE1E W1FNF5 f � �}-- ANGLE INSTANT'ON'. ---r CONNECI D 10 aHPIfT Z Z- LaNML Al ALUMWHEN CI INL �DID RUP1URC DISK _,vim 6 PRESENICHiNG;I'JW NI NETWORK(YXII - "7IF IIMLC-WAY Po UG -pp F- I - (t)WNFN USm,E11PlNATION b SHONMN AND LETTER TO rr G fNW5S1RE NEU[I IRERLOL SIT _SYIIICININ(::A(RN INSTRUMENT StIBOL SfF ABBfENAlI0N5 AND LETTER 51'YBOlS. OR C(XfIROI U41(77AYS r9w> w F- TS/ zuN° N FOUR-WAY PLUG II--II WANT ^INCHING RELAY,INPUT r R WITH DOE IS CONNECTED tj K AIR AND/OR VACLAIM RELAT 1 TO DOSICNAL PU WHEN�SWITCMIIIC INSTRUMENT IDENTIFICATION R u Y -1� COW DOOR CHECK 4 1 1 -ib-- BALL DECK .--+ ^ ��-REPINED SIOF 1 OTHER OUTPUT C,SWITCHING, PRESSURE CONTRA rA---I I_C MEMORY ELEMENT IU(%IIPIR WFCN SWITCHING fY01A'LE iT4Y DOES ��S O w g NCI rB R -� S=SCR,R=RESET SIGNS If NOT PRESENT 7 $Rr O TELESCOPING -- FIRST LETTER(S) W a ON AND CET EVENT 11GMS suOCEDING LETTERS GATES AND VALVE ACTUATORS PRIMARY ELEMENTS/METERS THE ror4 NUMBER OF UNITS PER SET n IX: s 3 (Y VARES FROM I TO A) a OPENED AND CLOSED POSMON LX;HIS RIE TOTAL NUMBER Of SETS OF WITS GATE SYMBOLS _*_ PLATE TURIII ULN OR — \� wEL1Ez (a vAaEs FROM I To B) �I R1RdNE I I O W OPENED AND CLOSED POSITION SWHCHES TT��TJJ a" CT SLUNY r-7 FALIKATTID SLIx �a W VENRMC (ANB) ON-OFF HAND SWITCH,MAINTAINED"TACT SWITCH Il1fiCRflY SCAM ((�( -{i��- ROW TUBE SET NUMBER(U.,ED WHEN THERE AM MULTIPLE (CONTROLLED DEVICE WIT RLSIART ON RETURN a ED FLAP E�21 STOP LOGS INrOT TUBE �J QUICK CHNC',E SETS a TINTS WITH THE SALE W-%-Y a POWER AFTER POWER FAILURE) (IE$ICNIATM)IIS) �i ACTUAT R SYMBOLS ELUTE rI-�N��fI-� RES NIX TON INT NUMBER(USED WHEN DESIGNATIONS) ARE MULTIPLE 'f-f ORIFICE UNITS WITH T[f SAME w-x Lx'SIGNArgNS) �SS STOP-START LAND SWITCH MOMENTARY CONTACT sWffcFlEs m o A o P PMTAAtIC P Q PNEUMATIC WITH (CONNRaUD aVl^,E MU RESIARI ON RLIURN DF U N w�r POWER A1EN POWER FAILURE) ¢ �� X W/POSTPONER �X V'OUIMIF BWSILN -{I i�F- AVERAGING TROT LOOP NUMBER WEIR IUD I PUCE -OUR NU4BE (HS E ELECTRIC ACTUATOR WITH RIERCAM OPEN-SIOP-CLOSE z a �p S IN1fURALIC 4 SCE Iwo I \ MOMENTARY t'.OIffAL'f CONTROL SWITCH � � X W/SaLN(IU Y BURBLER LEVEL 11 FIELD MOUNTED INSTRUMENT g o �� AWl(]DFMNF; 1RANSWCER� _ MAGMETT R �— VANES GENERAL NOTES a C LUCIRK T MANUAL I ROTAMFTER OI/P REAR OF PANEL MOUNTED INSTRUMENT A ANALOG I PNEUMATIC O DIGITALP PNEUMATIC I.COMPONENTS AND PANELS SHOWN MOH A ll�11 ACE L1Y 4 IFKI f VOLTAGE to PULSE SPECIFIED UNDER SECTION PROCESS INST1l1MEMATION Z m le PANEL 40UNTED INSTRUMENT f FREQUENCY RD PULSE DURATION AND CONTROL SYKIEM. O Z E F1fCIMC aNST1Y (BUBICI_R IUBE) e H HYDRAULIC R RESISTANCE - 0 �%P ua ifac alER DX 7 COMPONENTS ANO PANELS SHOWN WITH A DOLJRU Q X=N NXUAII C:>dMP1G ASTERISK(••)ARE PART a A PM,KAGE SYSTEM;SEE LX QN Of PRIMARY POWER UIIRASOMC =0 OPTIL:A �W MOTOR CONTROL CENTER MWNRFD INSTRUMENT EH ELFCDdXT RAULIC (PNEUMATIC LIICTRICk �L U LRTRASONIC kHIS IS III SPECARDLE NS_ Iy o X% OR 11rENNA11(IC) RMI LEVEL eI�P CURRENT 10 PNEUMATIC OF NOT - XX FO=fNL EN IRANS(%JCEH(BACK(X J. THIS IS A MATRON MI LEGENU.FHF N 11-11,PRO AL a 0 fC=FAIL CLOSED ttt�TT�II PRESSURE PANEL,IN A ROW LOOP) THIS INFORMATION MAY BE USED ON EMS PROJECT. : L ro ELP=FAA TO UST POSITION 1I rrr�� /.SEE EIFCIMGI U(i1A FOR CONTROL IXAGRNA LEGEND. O 4 xx IDT)NAICIC TLRAWAI ER U UI IINASl1M( - 4 LEVEL(1WNSr%10ER) Q ~ N Z Q 4 T PUMP AND COMPRESSOR SYMBOLS SELF CONTAINED VALVE k o O INTERFACE SYMBOLS MISCELLANEOUS SYMBOLS EOUIPMENT TAG NUMBERS La o g V)Z NOTE.X%: D-W-X-Y Q Q IZOV--.� REDUCER XX IN— AIR SET S AS ADJUSTABLE SPELT W to SIGHT CLASS � 11(1 VIA 1.60 HI T'OWTII xX INDUP51G PRESSURE N CS-2 CONSTANT SCONSTANT PEEEED 4TWO SPEED) N_LOOP R NUMBER OR LETTER Z Z MEIN--- Q DIAPHRAGM SFA ARU VYJiI.fin N7 POMP AEI SIfNttIFR /�{. Y=LIAR NUMBER W SKRNT GLASS �F )E CEffikFUC4 ROMP —�✓- PROGRESSIVE GVITY PUMP W n W 1 }� (L7R1' -� -PROCESS RTFRFA(:f 1�� FIEND fIANCF r, I ANNUUR LwV'wA:M SEA FlLTER/ a W X% xx J • RE(XIUTOR/ CLNNNIFUGAL MET PIT SUBMERSiBU SUMP F'IIMP D. AIN=AIR RELEASE VALVE 3 U .D �y Y STRAINER GAUGE SET pAN PUMA OR"Z81NE PRIMP xx �=AIR BACKNIYW PRLVFNTD VACUUM RFIF/SE VALVE O \ TA � =SIGNS INILI(fACJ Y ® MEET FILTTR/ ~+ LY V MDPIURF tM}h D E�I IOC=FLOW Ck FROI N ° V VEM IU AIM(6PIETE WATER S1NNfACE 54ENCFk yl '-i CH9KA FEED PUMP xX BLOWER OR F G=GATE CONTROL UNVf I `I fLARF ARRfSrER l_.J"� NX=HEAT EXCFLANf,Fk A OR A =RIFRfACE lFfiFlN 3 AFRAIdt xx LCV=LEVEL CONTROL YA Z - -----N W.INSERT POINT O_N PUR(X 5T1 I T MANUAL DRIP IRA 1M1M INwUTON M=MECHANICAL EQUIPMENT Q a D =aSP;NAIKIN DRAWING;NO % =W WATER T1 COMPRESSOR IPIS70N) FCv P PUMP Z N �I A -AR GEAR PUMP(XE BLOWER M(NI JIX PEE=RUPTULREfD UNTia VALVE N Q h ��--N OR Q PIG CATCH POINT m RUG IX (POSITIVE DISPIACEMEM) PTV,PSV=PRESSERS RELIEF VALVE O w S •;OUM:( ORAwIN':NC. (1 �j C F Np--.�TLU-SFIMf,CONNFC110N -L HO5L CONNECTION y AUTOMATIC DRAIN TRAP I J EJECTOR PVSV=PRESSOR[AND VACUUM MUEF VALVE m O r\ (TJ5 DR Mtn MIICR v \ �+ 1 PIPE CAP 11 T=LANK < O RCfSPi/uCLE C� F- ICY=TEMPERA URI WNTNOL VA VF m o \\N _-HOSE ADAPTOR %X PISTON P1111P ISY=iHER1AAL SHIPOFF Y4V1 FUCTRK MOTOR PROJECT N0. Nei r- N F'FIa:E`.:S OR F,101111 LINE (N.F J-r © S SEAL WATER SET �..�.� FUX HOSE o (EO .S FOR ICNAL,.LINE - SELF COMNNLD _ CAN IBRATK) bat 7.037.01-Oso[.-o1aC ��N AR SURPIY PI PREi URL GUC( - COLUMN XX DIAPHRAAI PRIMP SHEET NUMBER -I RRO:FSSFLXI(RNAED OR E TO T -�Z� RAW ANTENNA �COMMUNICATION PULSATION DAMPENER B O PM1.IFf.1 �IJ DICING NUMBER S -G_„ GENERAL CIVIL NOTES: m �. 1. OVERALL SITE PLAN SHOWN ON THIS DRAWING IS FROM 1981 RECORD DRAWINGS. ALL NOTES Z••,� AND DIMENSIONS MUST BE FIELD VERIFIED. DRAWING 2-C-2 SHOWS SITE SURVEY AND TOPOGRAPHIC CONTOURS BASED ON FIELD SURVEY BY MORRISON-MAIERLE, INC. IN MARCH 2001. cce oo�; 2. GEOTECHNICAL BORINGS SHOWN ON THIS DRAWING WERE DONE IN 1969 (ODH-X) AND IN 1961oo (•DH-Y). LOGS OF THESE BORINGS ARE AVAILABLE ON THE 1969 AND 1981 RECORD DRAWINGS FROM THE OWNER. 3. GEOTECHNICAL BORING DHi1 SHOWN ON DRAWING 2-C-2 DONE BY NTL ENGINEERING AND GEOSCIENCE INC. IN JANUARY 2001. SEE PROJECT MANUAL. o f 4. CONTRACTOR STAGING AREA TO BE LOCATED ON WEST SIDE OF FENCE, NORTH OF EXISTINI, wrc n < GARAGE/MAINTENANCE FACILITY. CONTRACTOR MUST COORDINATE ACTUAL LOCATION AND AREA 00 30 0 30 60 LIMITS WITH OWNER, DO NOT DISRUPT OWNER'S ACTIVITIES IN THE AREA SITE PROTECTION FROM VANDALISM, ETC. IS CONTRACTOR'S RESPONSIBILITY. DAMAGED AREAS MUST BE REPAIRED AND 4 p{iOF RE-SEEDED AFTER CONSTRUCTION AS SPECIFIED. SCALE IN FEET 5. SEE DRAWING 2-C-2 FOR NEW FACILITY DIMENSION AND LAYOUT DETAILS. SEE DRAWINGS 2-C-3 AND 2-C-4 FOR YARD PIPING DETAILS. GENERAL CIVIL NOTES ON THIS DRAWING APPLY TO ALL SITE DRAWINGS. 6. PROTECT ALL EXISTING TREES AND OTHER LANDSCAPING FEATURES WHICH ARE NOT SPECIFICALLY SHOWN TO BE REMOVED. 7. CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES DURING CONSTRUCTION. IF DAMAGED BY i _ CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL RESTORE FACILITY TO ORIGINAL CONDITION AT NO u EXTRA COST. e n F � 8. CONTRACTOR SHALL REPAIR AND RE-ESTABLISH ALL GRASS LAWN AREAS DAMAGED OR REMOVED BY CONSTRUCTION ACTMTIES, AS SPECIFIED. m I -- - 9. ALL NEW ROAD AND/OR SIDEWALK ELEVATIONS SHOWN ARE FOR TOP OF ROADWAY OR SIDEWALK. CONTRACTOR SHALL MAKE ALLOWANCES FOR DEPTH OF PAVEMENT, GRAVEL BASE SECTIONS, CONCRETE, ETC. 10. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW, A DESIGN FOR THE N o EXCAVATION PLAN, DEWATERING PLAN, AND SHORING/SLOPING SYSTEM REQUIRED TO CONSTRUCT i z - THE NEW PRIMARY CLARIFIER. THE TYPE OF SYSTEMS SHALL BE AT THE CONTRACTOR'S OPTION, u w u _= BUT ALL CONSTRUCTION SLOPES, SHORING, ETC. MUST CONFORM TO APPLICABLE FEDERAL, STATE w a ? n- • - AND LOCAL REGULATIONS AND RECOMMENDATIONS. SEE SPECIFICATIONS FOR MORE DETAILED g�Q= REQUIREMENTS. CJ S�3t 11. CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FOR REUSE IN DISTURBED AREAS. ALL Z $:€✓y - - GRASS LAWN AREAS DAMAGED OR REMOVED BY CONSTRUCTION ACTIVITIES SHALL BE PROJECT AREA RE-ESTABLISHED AS SPECIFIED. GRASS LAWN SHALL BE PROVIDED IN ALL DISTURBED AREAS &�A•. EXCEPT WHERE PAVEMENT, SIDEWALKS, OR GRAVEL IS SPECIFICALLY SHOWN. 12. CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL ACTIVITIES SO THE EXISTING PLANT qq FACILITIES STAY IN SERVICE. SEE SPECIFICATIONS FOR DETAILED CONSTRUCTION SEQUENCING AND �--� g�R� • SCHEDULING REQUIREMENTS. O $s3 13. EXISTING LANDSCAPE IRRIGATION PIPING NOT SHOWN. APPROXIMATE LOCATIONS MAY BE 15- OBTAINED FROM THE OWNER ON THE 1981 RECORD DRAWINGS. SHEET 13. IT IS THE o I$e CONTRACTORS RESPONSIBILITY TO FIELD VERIFY AND LOCATE ALL EXISTING IRRIGATION PIPING, o, SPRINKLER HEADS, ETC. ANY EXISTING IRRIGATION SYSTEM FACILITIES DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH NEW COMPONENTS OF EQUAL QUALITY BY THE CONTRACTOR SEE GROUP 4 DRAWINGS AT NO ADDITIONAL COST TO THE OWNER. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY FOR MODIFICATIONS TO CAP, RE-ROUTE, OR OTHERWISE MODIFY (TEMPORARALY OR PERMANENTLY) EXISTING IRRIGATION PIPING SYSTEM IN AREAS OF NEW CONSTRUCTION TO ALLOW EXISTING SYSTEM TO CONTINUE TO BE SEE GROUP 6 DRAWINGS USED DURING CONSTRUCTION FOR IRRIGATING OTHER AREAS OF THE PLANT SITE. COORDINATE FOR MODIFICATIONS WITH OWNER. 14. IN AREA OF NEW PRIMARY CLARIFIER, CONTRACTOR SHALL PROVIDE NEW GRASS LAWN SOD AS SPECIFIED AND A NEW IRRIGATION SYSTEM, INCLUDING THE DESIGN OF THE IRRIGATION SYSTEM TO m 4 f ACCOMODATE THE NEW CLARIFIER STRUCTURE AND THE NEW WASTE GAS BURNER. IRRIGATION SYSTEM SHALL TIE INTO THE EXISTING SYSTEM AND SHALL BE DESIGNED, FURNISHED, AND u @ o m S - - - INSTALLED BY A FIRM REGULARLY ENGAGED IN THIS TYPE OF WORK IN THE BOZEMAN AREA. SYSTEM DESIGN CONSTRAINTS SHALL BE AS SPECIFIED. APPLICABLE IRRIGATION SYSTEM DETAILS INCLUDE 2901 AND 902 Z 15. REPLACE EXISTING PAVEMENT TO FULL WIDTH OF EXISTING ROAD IN AREA OF NEW PIPING TO Z r APPROXIMATE LIMITS SHOWN. SAWCUT EXISTING PAVEMENT AT EACH END AND REPLACE BASE O Z COURSE AND PAVEMENT AS GENERALLY SHOWN IN DETAIL 3 ON DRAWING 2-C-5, AND AS r= O SEE GROUP 3 DRAWINGS SPECIFIED. C - II TO CONTRACTOR'S STAGING AREA. - FOR MODIFICATIONS u SEE NOTE 4. SURVEY CONTROL POINTS (DWG. 2-C-2) w SEE GROUP 6 DRAWINGS NORTHING EASTING ELEVATION in TYPE p a FOR MODIFICATIONS IN z Z O 5000.00 5000.00 4608.23 CP-I CONC. NAIL Q 0 BASEMENT NEW PRIMARY SCUM 5040.23 4780.92 4607.26 CP-2 CONC. NAIL d O _ - ~ PUMP STATION 4766.18 4663.38 4609.61 CP-3 NAIL IN LAWN Z ,-NEW WASTE GAS 4758.71 4921.60 4611.49 CP-4 CONC. NAIL a BURNER FACILITY Z < / SEE DWG. 2-C-6 w z NEW P IMARY , i a a q _ ._ _ �� l DRILL HOLES (DWG. 2-C-2) CLARIFIE N0. 3 �� o w 6 , SEE GROUP 5 DRAWINGS _) NORTHING FASTING GROUND ELLV. Nam, r- FOR NEW,FACILITIES Qv 4817.22 4609.30 4608.9 DH#I � a a - LEGEND FOR EXISTING FACILITIES ON DWG 2-C-2 w w � w LIGHT POLE V) C7 BM-1, FINISH FLOOR v SIGN POST INSIDE PRETREATMENT_ ` - BUILDING ROLL-UP DOOR, E .= ` Q � ELEV 4612.00 0 MANHOLE � Z o - - -.- _ ` • GROUNDWATER MONITORING WELL N C m Ir O � Dd VALVE BOX w En N ® IRRIGATION VALVE BOX m i w - DETAIL SITE PLAN CITRON SEE: a . o i GRADING AND LOCATION PLAN SOUTH, DWG. 2-C-2. CLEANOUTS PROJECT No } N '^ YARD PIPING PLAN SOUTH, DWG. 2-C-3. ,y�y�,c n oa n.wa oJ-04a0--o1 J J TREE SHEET NUMBER WITH SUPPORT WIRE OVERHEAD POWER OLE DRAWING NUMBER Z / NOTE: ALSO SEE DWG. 1-G-2 FOR ADDITIONAL •.�_/'J LEGENDS AND SYMBOLS, CP2 N=5040.23�1 'mom? IQE=4780.92 ELEV=4607.24 p1�io i EXISTING P1 RECYCLE �� \ N=5000.00� \ d a N Q SLUDGE _ r F=5000.00 m� BLDG, _ - \ FI FV=4608.06 't voi d� EXISTING ELECTRICALEXIS "„W.,._.,...•^"" NG TRANSFORMER EXISTING AERATION ° SURGE nBSIN METER m N BASIN AREA AERANOO. BASIN AERATN0. 4 AN3 EXISTING ATER WELL 0 o EXISTING SECONDARY EXISTING WASTE GAS BURNER LIFT STATION TO BE ABANDONED AND REMOVED. NEW MANHOLE VAULT AROUND SEE DETAIL EXISTING BURIED MNWAY z EXISTING DIVERSION 2-C-5 WALL PIPE. SEE GROUP 0 o --STRUCTURE NO. 2 3 DRAWINGS (TYP OF 2) _ EXISTING SECONDARY DIGESTER EXISTING m ADMINISTRATION AND DIGESTER CONTROL BUILDING o z SEE GROUP 4 DRAWINGS EXISTING EXISTING NEW GRASS LAWN LIMITS FOR MODIFICATIONS _ AERATION BASIN AERATION BASIN EXISTING N0. 2 N0. 1 EXISTING GRAVITY THICKENER SEE NOTE 6, ow BLOWER 2-C-5 i z ROOM u N N REPLACE PAVING IN THIS '= SEE GROUP 3 DRAWINGS w Nam' AREA. SEE NOTE 15, FOR MODIFICATIONS 6'�^ DWG. 2-C-1 AND Q3 GAS; U$ v 2-C-5 STOPAi:L -�gg"Y SLAB/SIDEWALK TO ROAD. MATCH PRIMARYX ISTING SLUDGE AND EXISTING O w THICKENER PUMP ��—7 8 TOP ELEV. OF EXISTING/REPLACED v STATION PRIMARY DIGESTER �--1 ROAD. SEE 2301 (SIM w � 4 C::3 33 CLARIFIER WALKWAY ONE CONC. STEP, 4' WIDE x 10" DEEP < g " SEE DWG. 5-M-2 = � W/ ABRASIVE NOSING. g Pu EXISTING CLARIFIER EFFLUENT NEW WASTE GAS BURNER AND VALVE CENTER CLARIFIER N0. 3 JUNCTION STRUCTURE NEW SIDE VAULT. SEE DWG. 2-C-6 FOR DETAILS, N=4818.65 ACCESS E=4619.77 __EXISTING SCUM BOX SHELTER VAULT NEW PRIMARY SCUM o BURNER CONTROL PANEL � 3, Z PUMP STATION �EXISTING SCUM COLLECTION BOX AND SUPPORT PAD. c=7 s o 0 W' SEE DWG. 5-S/M-6 It EXISTING SEE DETAIL 1/2-C-6 •V, EXISTING PRIMARY R rc m EXISTING PRIMARY CLARIFIER NO. 1 CLARIFIERS rn m N m o MATCH TOP ELEV. PRIMARY CLARIFIER NO. 2 ��OF EXIST. SIDEWALK N RELOCATE EXISTING YARD LIGHT N PRIMARY C IFIER N0. 3 SEE DWG. 7-E-1 ;o Q SEE GROU 5 DWGS. SHORING REO'D TO PROTECT :•'4'.'� -'+"'` ~ Z 3' WIDE SIDEWALK FOR ETAILS EXISTING STRUCTURES. SEE �� 6.5 N Q AROUND PERIPHERY OF NOTES 7 AND 10. DWG. 2-C-1 E BURNER 9 O z- CLARIFIER. SEE 2301 (SIM) AND GROUP 5 DWGS. - 4' WIDE SIDEWALK, (TYP) F= O TOP ELEV. AT CLARIFIER - SEE 2301 Q WALL = 4609.25 NEW FINISH GRADE - 16' AROUND CLARIFIER MATCH TOP ELEV. 1 OF EXIST. PAVEMENT O REVISE EXISTING LANDSCAPE IRRIGATION O SYSTEM IN AREA OF NEW CLARIFIER. SEE o NOTES 13 AND 14, DWG. 2-C-I (TYP) z z \\ a Q EXISTING INFLUENT FLOW MEASUREMENT/ CP3- PRIMARY CLARIFIER DIVERSION STRUCTURE NO. i �'^^.-� E%ISTING PRETREATMENT I— CL N-4 6.18 E= 63.38 CP_' BUILDING w O o' E 4609.61 N=4758.71 o E=4921.60 ` Q w ( FI FV-4611.43 1 a O � w O RE-ESTABLISH\EXSC ASS/ 1 \REMOVE CONSTRUCTION,IN ALL AREAS DST SPECIFIURBED ED � Z(TYP). REVISE EXISTING Q LANDSCAPE IRRIGATION SYSTEM IN QAREA OF NEW WASTE GAS BURNER. OSEE NOTE 11, 13. AND 14 ONDWG. 2-C-1 (TYP). cn Q Q MOSS E �D Q 1A Z/'�r�r-i^/'-/—�`^ - 1.� Q 0rEXISTING FENCE SHALL BE REMOVED ND THENREINSTALLED BY CONTRACTOR S NECESSARY. 1LOCRADE TOREINSTALLATION SHALL BE DONE PER DETAILS I m O� LOCALIZED H2441 AND 2442 AND S SPECIFIED. ANY 1 m N RE-ESTABLISH EXISTING CRASS LAWN IN o DAMAGED FENCING SHALL BE REPLACED WITH ALL AREAS DISTURBED BY CONSTRUCTION, ,NEW COMPONENTS OF EQUAL QUALITY BY THE PROJECT No. o AS SPECIFIED (TYP.). ALSO SEE NOTES CONTRACTOR AT NO EXTRA COST TO THE OWNER. 17.032.01-040D-01II i 11 AND 14, DWG. 2-C-1. J 1 Q SHEET NUMBER 20 0 20 40 DRAWING NUMBER SCALE IN FEET ')_ _