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PSDR Drawing PDFswo— w N () Z cL 111 Li <00 0_ Ct TOP OF SLAB 4"0 RIGID PIPE 6"D HOLE VALVE CHAMBER 6"0 HOLE FILL SPACE WITH NON —SHRINK GROUT 4"0 P.V.C. STUB GLUED TO COUPLER VALVE CHAMBER #4 0 45°" 2 1" SQ. "EZ STICK" EXPANSION STRIP DETAIL 1 N.T.S. TOP OF SLAB 4"0 RIGID COUPLER CAST IN PLACE 3/4"0 RIGID COUPLER DETAIL 2 N.T.S. HOLE WITH "A—LOK" TYPE 6" D.I.P. COMPRESSION FITTING FOR (SEE NOTES 3.4 & 4.1B.1) WET WELL 4"4 P.V.C. COUPLER CAST IN PLACE 4"4 P.V.C. DRAIN PIPE DETAIL 3 N.T.S. WET WELL a 4 #4 @ 12" 0.C. • • 10" a • 12" 10" SECTION VIEW MANHOLE STEPS/ACCESS LADDER PER PSDR SEC. 3 PROVIDE "A—LOK" OR "Z—LOK" COMPRESSION FITTING FOR 6" DIP TO CONDITION MONITORING STRUCTURE ELEV. SEE CHAMBER JOINING DETAIL THIS SHEET (DETAIL #3) 7" 78" X 78" A CONDUIT PENETRATIONS SEE DETAIL 2 PROVIDE "A—LOK" OR "Z—LOK" COMPRESSION FITTING FOR 6" DIP (4 LOCATIONS) oy _ H HH II 1 1 0 r---__ I yio I J " . """ 4" PVC COUPLER 6" DIA. I I OPENING O — _ — O • 18" 6' 1 1 ► 1 1"SQ. EZ STICK" EXPANSION STRIP 7'-8" 7'-8" 15'-4" 3/4" RIGID COUPLER HOLE IN BOTH SIDES OF VALVE CHAMBER PER PSDR SEC. 3 LB WET WELL AND VALVE CHAMBER PLAN SCALE: 1/2" = 1'-0" #__ (TYP.) #4 @ 12" BOTH WAYS BOTH FACES FL= __. __ 72" X 72" x� LJ 'CO 6" OPENING NOTE: SEE MSD CONSTRUCTION STANDARDS SECTION 3.2 FOR ADDITIONAL INFORMATION #5 @ 7" 0.C. #4 FRAMING BARS @ 12" 0.C. CORBEL DETAIL SCALE: 1" = 1'-0" TO CONDITION MONITORING STRUCTURE L_ ELEV. _ SLOPE FLOOR PER PSDR SEC. 3 TOP VIEW #4 @ 12" BOTH WAYS BOTH FACES 0 7" SEE CORBEL DETAIL THIS SHEET 1 #4 @ 12" 0.C. #5 @ 7" 0.C. SEE JOINT DETAIL THIS SHEET 2"x4" KEYWAY (TYP.) 2" CLR. (TYP.) 12" 0" O 0 0' O 0 4" RIGID COUPLER 4" PVC COUPLER Y @ __" 0.C. Typ. 54" X 78" ---,48" X 72" 0 MSD #6 @ SEC. 12" 0.C. 3.1 A PER PSDR SEC. 3 ACCESS LADDER OR MANHOLE STEPS LADDER SHALL BE ANCHOR BOLTED INTO CONCRETE SEE SECTION "A —A" FOR PLACEMENT. O 0 O 0 O 0 60° GROUTED 0 0 0 0 O 0 0 co 8" DIP INFLUENT LINE 2'-6" x 2'-6" x 7'-8" COUNTER WEIGHT HALLIDAY SAFETY POST PER PSDR SEC. 6 (TYP.) •71- 2'- O 0 • 7" 7" 78" X 78" 72" X 72" 7" -co N x 03 CONCRETE COUNTER WEIGHT (CALCULATIONS TO BE INCLUDED 0 IN DESIGN REPORT BOOKLET) 3—#6 � I 0 O 0 1 BUTYL —ROPE SEALANT AT JOINTS (TYP.) 2" x 4" KEYWAY JOINT ACCESS LADDER PER PSDR SEC. 3 2" x 4" KEYWAY JOINT i O 0 r • vo D.I.P. INFLUENT PIPE FL= 2" x 4" KEYWAY JOINT BOTTOM STEEL 3" CLR. #4 @ 12" BOTH WAYS BOTH FACES SECTION A —A SCALE: 1/2" = 1'-0" ELEV. __ __ 1 L_ 72"x72" CLEAR OPENING DOUBLE HATCH DOOR HALLIDAY S2S7272 J 7" 31" 54" X 54" 48" X 48" ► 7" 7" 48"x72" CLEAR OPENING HATCH DOOR HALLIDAY S2S7248 J x 7" HATCH LOCATION DETAIL PLAN SCALE: 1/2" = 1'-0" ELEV. __ __ 0 N SIZE OPENING WITH "A—LOK" COMPRESSION FITTING FOR 6" DIP 0 " DIA. HOLE 0 6" DIA. HOLE 36" 72" SECTION "B—B" VALVE CHAMBER WALL OPENING DETAIL N.T.S. 3/4" BUTYL —ROPE SEALANT (TYPICAL ON ALL JOINTS) 2"x4" KEYWAY JOINT DETAIL SCALE: 1 "=1' EXCAVATION SHOULD BE VERIFIED BY GEOTECHNICAL ENGINEER TO CONFIRM THAT SOILS ARE SUITABLE FOR PLACEMENT OF PUMP STATION. THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON, ASSUMES RESPONSIBILITY ONLY FOR WHAT APPEARS ON THIS PAGE, AND DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT SEALED BY THE UNDERSIGNED PROFESSIONAL RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT TO WHICH THIS PAGE REFERS. CO 1" DIA. TIE BOLTS W/ NUTS (Sc 6" x 6" sq. STEEL PLATE NOTE: ALL PIPING LOCATIONS TO BE VERIFIED WITH PUMP MANUFACTURER 1 ELEV. __ PER PUMP MANUFACTURER NOTE: 4" DIA. OPENINGS TO BE PLACED IN SAME LOCATION ON COMMON WALL OF WET WELL 8" 5" STITCH WELD .125" THICK ALIMINUM TYPICAL HATCH FRAME DETAIL N.T.S. Date: Engineer Seal METROPOLITAN ST. LOUIS SEWER DISTRICT PUMP STATION DESIGN REQUIREMENTS STRUCTURAL DETAILS SHEET Asst Dir Engr Dir Engr Exec Dir Designed Drawn Checked Date Sheet No of wo — w N () Z 0 'xi w <00 o_ o cn ACCESS LADDER OR MANHOLE STEPS PER PSDR SEC. 3 CONDITION MONITORING STRUCTURE PER PSDR SEC. 3 FLOW METER PER PSDR SEC. 6 MECHANICAL JOINT CONNECTION (PER PSDR SEC 4) A PRE —CAST VALVE CHAMBER 6 FT. SQ. INSIDE DIMENSION MECHANICAL JOINT CONNECTION PER PSDR SEC. 4 PRESSURE SENSOR PER PSDR SEC. 6 6" CHECK VALVE PER PSDR SEC. 4 6" PLUG VALVE PER PSDR SEC. 4 ACCESS LADDER OR MANHOLE —\ STEPS PER PSDR SEC. 3 6" D.I.P. MINIMUM BETWEEN STR TURES FORCE MAIN PER PSDR SEC. 4 18"0 x 2' FIBERGLASS SUMP BASIN NOTES: 1. ALL PIPING INSIDE LIFT STATION WILL BE 6" CLASS 53 A.N.S.I. A-21.51 (AWWAC151). ACCESS LADDER OR MANHOLE STEPS PER PSDR SEC. 3 FORCE MAIN PER PSDR SEC. 4 LOCKABLE ALUMINUM HATCH FLOW METER PER PSDR SEC. 6 - Z—LOCK GASKET F — JUNCTION BOX PER PSDR SEC. 7 TEE Z—LOCK GASKET 2—ADJUSTABLE PIPE CRADLE JACKS PER PSDR SEC. 3 LOCKABLE ALUMINUM HATCH PER PSDR SEC. 6 3/4" DIA. RIGID COUPLER FOR ELEC. OPENING PER PSDR SEC. 3 (TYP. BOTH SIDES) 7/ IIIIH SLOPE FLOOR TO DRAIN 8" 2—STAINLESS STEEL SUPPORT BRACES PER PSDR SEC. 4 ACCESS LADDER PSDR SEC. 3 000000 PER PSDR SEC. 3 2— 1" TIE BOLTS w/ NUTS & STEEL PLATE 6" FROM TOP OF WALL (STAINLESS STEEL) 1"SQ. "EZ STICK" EXPANSION STRIP BETWEEN WET WELL AND VALVE CHAMBER PER PSDR SEC. 3 — VALVE CHAMBER DRAIN (SEE DETAIL THIS SHEET) WET WELL FLOAT BRACK 2'-6" x 2'-6" x 7'-8" COUNTER WEIGHT 6 FT. SQ. INSIDE DIMENSION ET A } "A—LOK" COMPRESSION FITTING 8" D.I.P. INFLUENT LINE WET WELL, VALVE CHAMBER, AND CONDITION MONITORING STRUCTURE PLAN SCALE: 1/2" = 1'-0" 72" x 72" ACCESS HATCH TO BE "HALLIDAY" MODEL NO. S2S7272 PER PSDR SEC. 6 HALLIDAY SAFETY POST PER PSDR SEC. 6 pl n _f ADJUSTABLE PIPE CRADLE JACK PER PSDR SEC. 3 1 LO PIPE AND VALVES PER PSDR SEC. 4 6" D.I.P. IELEV. __ "A—LOK" OR �� "ZIOK" GASKET N ( PRESSURE SENSOR JUNCTION BOX PER PSDR SEC. 7 10" SLOPE FLOOR PER PSDR SEC. 3 ADJUSTABLE PIPE CRADLE JACKS PER PSDR SEC. 3 4" RIGID COUPLER PER PSDR SEC. 3 n 4" VALVE CHAMBER DRAIN (SEE DETAIL THIS SHEET) STAINLESS STEEL GUIDE BAR BRACKET PER PUMP MANUFACTURER I MIN. 2' COMPACTED EARTH FILL AROUND LIFT STATION PUMP LIFTING CHAIN, PER PSDR 1EC. 6 - STAINLESS STEEL SUPPORT BRACKET PER PSDR SEC. 6 2"0 PUMP SLIDE RAILS PER PSDR SEC. 6 6"0 D.I.P. DISCHARGE PIPE 12" (MIN.) COMPACTED GRANULAR BACKFILL 10" 10" \ \ HALLIDAY UPPER GUIDE BRACKET 72" x 48" ACCESS HATCH TO BE "HALLIDAY" MODEL NO. S2S7248 PER PSDR SEC. 6 FLOAT BRACKET (SHOWN OUT OF SECTION FOR CLARITY) 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • I I1i i i .1,„r�l 1 1 1 1 1 coS u$sw 10" 4'-4'''' HALLIDAY SAFETY POST PER PSDR SEC. 6 (TYP. 30" DRY WELL HIGH LEVEL 2'-6'''' ELEV . CONCRETE COUNTER WEIGHT (CALCULATIONS INCLUDED IN DESIGN REPORT BOOKLET) EMERGENCY LEVEL (75% @ STORAGE) • ELEV . ACCESS LADDER PER PSDR SEC. 3 HIGH WATER ALARM - ELEV D.I.P. INFLUENT PIPE FL= LAG PUMP ON - ELEV LEAD PUMP ON - ELEV - STOP - PUMP OFF (100% PUMP HEIGHT) ELEV - PUMP (AS APPROVED BY MSD) 60° GROUTED SECTION "A -A" SCALE: 1/2" = 1'-0" i ELEV. __ __ NOTE: SEE NEXT SHEET FOR PUMP STATION STRUCTURAL DETAILS STAINLESS STEEL STRAP AROUND PIPE � " HOLES 991,, 8 STAINLESS STEEL ANGLE STAINLESS STEEL ANCHORS (TYP.) DIMENSION PER MANUFACTURER STAINLESS STEEL ANGLE —F PLAN VIEW HOLE SPACING TO BE DETERMINED BY STRAP SIZE A FRONT VIEW WET WELL PIPE SUPPORT BRACKET N.T.S. VALVE CHAMBER FILL SPACE WITH NON —SHRINK GROUT THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON, ASSUMES RESPONSIBILITY ONLY FOR WHAT APPEARS ON THIS PAGE, AND DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT SEALED BY THE UNDERSIGNED PROFESSIONAL RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT TO WHICH THIS PAGE REFERS. 4" P.V.C. STUB GLUED TO COUPLER P.V.C. GLUE BETWEEN PIPE AND COUPLER WET WELL " P.V.C. COUPLER CAST IN PLACE 4" P.V.C. VALVE CHAMBER DRAIN STUB GLUED TO COUPLER 4" 90° ELBOW 2—CLAMPS TO BE FURNISHED BY VENDER 4" STUB "TIDE FLEX" SERIES TF-2,4" (SLIP ON) CHECK VALVE, BY RED VALVE, CO. VALVE CHAMBER DRAIN DETAIL N.T.S. Date: Engineer Seal METROPOLITAN ST. LOUIS SEWER DISTRICT PUMP STATION DESIGN REQUIREMENTS MECHANICAL DETAILS SHEET Asst Dir Engr Dir Engr Date Exec Dir Sheet No Designed Drawn Checked of LENSIZE * SIZE * 0 0 J a_ wo— w N .. (7)z o I-w W Q J <00 0_ Ct POURED CONCRETE #5 BAR 12" LONG THRU PIPE 6" DIAMETER SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE PAINT POST SAFETY YELLOW GROUND /\/ 1'-8' SQ. i 3'-6" <13'-6" 6 BOLLARD SECTION VIEW N.T.S. CONDITION MONITORING STRUCTURE BURIED PLUG VALVE (FM MAIN LINE) BURIED PLUG VALVE (FM MAIN LINE) — BOLLARD (TYP.) BLIND FLANGE E BYPASS FLOW PLUG VALVE (BRANCH) STANDARD VALVE BOX (TYP. 3) PER PSDR SEC 4 FORCE MAIN TEE DUCTILE IRON PIPE (MATCH FM SIZE) BLOCKING BYPASS PUMPING PORTAL SCHEMATIC VIEW N.T.S. 90° FL BEND WITH BLIND FLANGE GROUND CONCRETE — PAD 90° MJ BEND RESTRAINED PLUG VALVE ON BRANCH LINE MEGA -LUG OR APPROVED EQUAL (TYP. OF FIVE JOINTS) 2'-6" DUCTILE IRON PIPE THRUST BLOCK BYPASS PUMPING PORTAL SECTION VIEW N.T.S. NOTES: 1. THE BYPASS CONNECTION SHALL BE LOCATED WITHIN 50—FT OF THE PUMP STATION VALVE VAULT. THE CONNECTION SHALL BE SURROUNDED BY BOLLARDS AND LABELED "FOR EMERGENCY BYPASS PUMPING ONLY." 2. ALL PIPING WITHIN THE BYPASS ASSEMBLY SHALL BE INTERIOR COATED WITH PROTECTO 401. 3. ALL BURIED PIPES, VALVES, AND FITTINGS SHALL BE RESTRAINED WITH WEDGE ACTION RETAINER GLANDS AND BLOCKING AS SHOWN. 4. ALL PIPING FOR THE BYPASS CONNECTION SHALL BE SIZED BY THE ENGINEER OF RECORD. CONDITION MONITORING STRUCTURE BYPASS PUMPING PORTAL INFLUENT D.I.P. SEWER INCOMING MANHOLE —\o INCOMING GRAVITY SEWER 12"0 DUCTILE IRON PIPE PER PSDR SECTIONS 3 & 4 AT MINIMUM 1% SLOPE MANHOLES FORCE MAIN VALVE VAULT WET WELL ACCESS MANHOLES DETENTION CHAMBERS SIZED TO HOLD TWENTY FOUR HOURS OF FLOW, PER PSDR SECTION 3. MINIMUM SLOPE OF 1%. QUANTITY AND SIZE WILL VARY EXAMPLE DETENTION CHAMBER SCHEMATIC N.T.S. THE PROFESSIONAL WHOSE SIGNATURE AND PERSONAL SEAL APPEAR HEREON, ASSUMES RESPONSIBILITY ONLY FOR WHAT APPEARS ON THIS PAGE, AND DISCLAIMS (PURSUANT TO SECTION 327.411 RSMO) ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS NOT SEALED BY THE UNDERSIGNED PROFESSIONAL RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT TO WHICH THIS PAGE REFERS. Date: Engineer Seal METROPOLITAN ST. LOUIS SEWER DISTRICT PUMP STATION DESIGN REQUIREMENTS MISCELLANEOUS DETAILS SHEET Asst Dir Engr Dir Engr Date Exec Dir Sheet No Designed Drawn Checked of RRRRAAGGGGR':#/2.' %12; RRRRRAAGGGG':#/2.' %12;