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May 1, 2002 Plan Preparation Guidelines Non-Standard Details The Non-Standard Details book is a collection of CADD generated drawings from different past projects. These drawings can be used as guides in new projects as a starting point for creating new drawings. The engineer in considering these references should remember that structural calculations should be performed to modify these drawings to his project’s conditions. While these drawings have been taken from past projects, errors may exist. Any e rrors should be brought to MSD’s attention for correction. All the drawing files listed below can be downloaded at http://www.msd.st-louis.mo.us/ Full size plan sheets are available upon request. TABLE OF CONTENTS NAME PLOT SCALE FILE BOX CLULVERT 1. BOX CULVERT ¼ = 1’ BOXCV01 2. SECTION 1” = 12” BOXCV02 3. HEAD & TOE WALL 1” = 12” BOXCV03 4. DETAIL SHEET 1” = 12” BOXCV04 5. CONNECTING – CULVERTS ¾ “=1’ BOXCV05 6. BOX SECTION 1”=1’ BOXCV06 CHAMBERS 1. CHAMBER FOR 66” & 48” PIPE 1” = 2’ CHAMB01 2. JUNCTION PLAN ½” = 1’ CHAMB02 3. SLUICE GATE STRUCK 1” = 4’ CHAMB03 4. SLUICE GATE MOUNT DDT’S 1” = 10’ CHAMB04 5. JC FOR 33” PIPE ½” = 1’ CHAMB05 CHANNELS 1. CHANNEL DETAIL SHEET ½” = 1’ CHAN01 2. DESIGN CHANNEL FORM ½” = 1’ CHAN02 3. DESIGN CHANNEL TABLE ½” = 1’ CHAN03 4. WIDE VERT. CHAN. ¼” = 1’ CHAN04 5. GENERAL NOTES ¼” = 1’ CHAN05 6. TRAPEZOIDAL SECTION ½” = 1’ CHAN06 7. TANS. SEC. ½” = 1’ CHAN07 8. TOE WALL ½” = 1’ CHAN08 9. CUTOFF WALL ½” = 1’ CHAN09 10. CUTOFF WALL (CHAN. PAVING) ¾” = 1’ CHAN10 11. WEEP HOLES ½” = 1’ CHAN11 12. EXPANSION JOINT 1” = 1’ CHAN12 13. FOOTING EXPANSION JOINT ½” = 1’ CHAN13 14. OPENNING REINFORCEMENT 3/8” = 1’ CHAN14 15. SEWER DISCHARGE IN CHANNEL ¾” = 1’ CHAN15 16. SEWER CROSSING ¼” = 1’ CHAN16 17. FOOTBRIDGE DETAIL ¼” = 1’ CHAN17 18. FOOTBRIDGE DETAIL TABLE ¼” = 1’ CHAN18 19. CHANNEL RAMP 1” = 400’ CHAN19 20. SLOPE PROTEC. ½” = 1’ CHAN20 21. BANK PROTECT I 1” = 3’ CHAN 21 22. BANK PROTECT II 1” = 3’ CHAN22 23. BANK PROTECT III 1” = 3’ CHAN23 24. BANK PROTECT IV 1” = 3’ CHAN24 25. BANK PROTECT V 1” = 3’ CHAN25 26. BANK PROTECT VI 1” = 3’ CHAN26 27. BANK PROTECT VII 1” = 4’ CHAN27 28. GEO WEB 1” = 1’ CHAN28 FENCES 1. FEN. POST IN EARTH 1” = 1’ FENCE01 2. FEN. POST IN CHANNEL (TRAP) 1” = 1’ FENCE02 3. POST PLACEMENT EX, WALL ½” = 1’ FENCE03 4. POST PLACEMENT (VERT.) 1” = 1’ FENCE04 5. FENCE INSTALLATION 1” = 2’ FENCE05 6. LOCKING DEVICE (GATE) 1” = 1’ FENCE06 7. ENTRANCE GATE (PIPE) ½” = 1’ FENCE07 8. ENTRANCE GATE (CHAIN) 1” = 2’ FENCE08 9. CHAIN LINK GATE (6 FT. HIGH) ½” = 1’ FENCE09 10. BOLLARD ½” = 1’ FENCE10 MANHOLES/INLETS 1. R.C. MANHOLE CAP 3/8” = 1’ MHINL01 2. TRAPPED DRAIN (CITY OF ST. LOUIS) ½” = 1’ MHINL02 3. SPECIAL TRAPPED INLET ½” = 1’ MHINL03 4. SPECIAL INLET MANHOLE ½” = 1’ MHINL04 5. SPEC MH TOP #1 ½” = 1’ MHINL05 6. SPEC. MANHOLE TOP ½” = 1’ MHINL06 7. SPECIAL INLET TOP (UNEVEN SILLS) ½” = 1’ MHINL07 8. TRENCH DRAIN DETAILS (W/MH) 1” = 1’ MHINL08 9. TRENCH DRAIN NO. II (W/O MH) 1” = 1’ MHINL09 10. DROP STORM MH ½” = 1’ MHINL10 11. SPEC MH TOP #2 ½” = 1’ MHINL11 12. SPEC MH ON 42” PIPE ½” = 1’ MHINL12 13. DROP STRUCTURE ½” = 1’ MHINL13 14. SPECIAL GRATE INLET ½” = 1’ MHINL14 15. SPEC MH – 3 WAY 42” PIPE ½” = 1’ MHINL15 16. DOUBLE INLET (1) ½” = 1’ MHINL16 PAVEMENT 1. HANDICAP RAMP 1” = 20’ PVMT01 2. TYPICAL SECTION (ASPH-CONC) 1” = 1’ PVMT02 3. ROLLED CURB 1” = 1’ PVMT03 4. HIGH VERT. CURB 1” = 1’ PVMT04 PIPES 1. PRECAST BULKHEAD ½” = 1’ PIPES01 2. MASTER TRAP 1” = 1’ PIPES02 3. SUB -RELIEF ¼” = 1’ (NO FILE AVAILABLE) 4. BEDDING FOR FLEX PIPE 1” = 1’ PIPES04 5. SPECIAL BEDDING 1” = 1’ PIPES05 6. CLEAN OUT ON FRENCH DRAIN 1” = 3’ PIPES06 7. UNDERDRAIN ½ ” = 1’ PIPES07 PUMPS & FORCE MAINS 1. THRUST BLOCKS ½” = 1’ PUMP01 2. AIR & VACUUM MH ½” = 1’ PUMP02 3. AIR RELEASE 1” = 1’ PUMP03 4. AIR VALVE MH ½” = 1’ PUMP04 5. F M DISCHARGE 3/8” = 1’ PUMP05 6. ANTENNA POLE ½” = 1’ PUMP06 7. LADDER-UP 6” = 1’ PUMP07 7A. LADDER-UP 6” = 1’ PUMP07A 8. PUMP DETAILS I 1” = 1’ PUMP08 9. PUMP DETAILS II 1” = 1’ PUMP09 10. PUMP DETAILS III 1” = 1’ PUMP10 11. PUMP DETAILS IV 1” = 1’ PUMP11 11A. PUMP DETAILS IV 1” = 1’ PUMP11A 12. PUMP SPEC’S I 1” = 1’ PUMP12 13. PUMP SPEC’S II 1” = 1’ PUMP13 14. SITE PLAN 1” = 4’ PUMP14 SITE WORK 1. SILT CONTROL 1” = 1’ SITE01 2. TIE RET. WALL DETAIL 1” = 20’ SITE02 3. WATER SERVICE VAULT 1” = 1’ SITE03 4. WATER SERVICE 1” = 1’ SITE04 5. WATER METER 1” = 1’ SITE05 6. SWALE DETAIL 1” = 4’ SITE06 7. SIGNS I 1” = 1’ SITE07 8. SIGNS II 1” = 400’ SITE08 GRANULAR BACKFILL MATERIAL TO BE PAID FOR UNDER CRUSHED LIMESTONE (TO BE PROVIDED ONLY WHEN BOX IS UNDER PAVEMENT AND WALKS, & WHERE CALLED FOR ON PLANS.) COMPACTED CRUSHED LIMESTONE & SCREENINGS PAYLINE LIMITS FOR EXCAVATION \\ 12" AND BACKFILL AS REQUIRED 0 4- 10'-0" PAYLINE FOR EXCAVATION 12" EXCAVATION & BACKFILL FOR BOX CULVERT SCALE: 1 /4"=1'-0" PAYLINE FOR EXCAVATION METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION EXCAVATION & BACKFILL FOR BOX CULVERT CATAGORY: BOX CULVERT TITLE: BOX CULVERT DRAWN BY: CADD SECTION PLOT SCALE: 1 /4"=1'-0" 05/24/1994 DWG NAME: BOXCV01.DWG 2'-2” #4's 0 12- #4's 0 12" 2" CLEAR s 1t • 5'-6" 24" 12" oe jp4's 0 6" 2' 0" /14's 0 6" 2" CLEAR #4's 0 12" 2" CLEAR #4's 0 12"-----!) #4's 0 6" 2" CLEAR /4's 0 12" }4's 012" #5's 0 12" 3" CLEAR CRUSHED LIMESTONE #5's 0 12" 2" CLEAR 12" -2" 12" 7' 0" 9' 0" 11' 0" 12" 12" SECTION OF BOX CULVERT SCALE 1 "=1'-0" GENERAL NOTES 1. ALL CONCRETE TO BE CLASS "A", f'c=3500 psi (MIN) 2. ALL REINFORCING STEEL TO CONFORM TO ASTM A 615 GRADE 60 3. CONTRACTOR SHALL SUBMIT TO THE DISTRICT SIX (6) SETS OF SHOP DRAWINGS & BAR LISTS FOR APPROVAL PRIOR TO START OF CONSTRUCTION. II METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SECTION OF BOX CULVERT SHEET 1 OF 3 CATAGORY: TITLE: DRAWN BY: PLOT SCALE: BOX CULVERT SECTION CADD SECTION 1"=12" 05/24/1994 DWG NAME: BOXCV02 2'-4" O 2" CLEAR 0 6" #5's 0 12" O 2' 2" /4's 0 12" • r /4's O 6" 2 CLEAR 4'-0" 2" CLEAR 1' 6" 2' CLEAR 3" CLEAR 4'-0" #4's 0 6" #4's 0 12" 3" CLEAR TOE WALL y4'e 0 12" • /4'13 O 6" 3' 0" HEADWALL al TOE WALL 0 OUTFALL SCALE: 1 "=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION HEADWALL & TOE WALL © OUTFALL SHEET 2 OF 3 CATAGORY: TITLE: DRAWN BY: PLOT SCALE: BOX CULVERT HEAD & TOE WALL CADD SECTION 1 "=12" 05/24/1994 DWG NAME: BOXCV03 0 0 0 0 o_ .w h b 1I e. 0 0 0 0 d � � b • f ' f ` 1 Jf - 2'-2" t — A Y� 0 1 f METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION GENERAL DETAIL SHEET SHEET 3 OF 3 CATAGORY: TITLE: DRAWN BY: PLOT SCALE: BOX CULVERT DETAIL SHEET CADD SECTION 11f=12" 05/24/1994 DWG NAME: BOXCV04 5" 6" �. o. v. a b. 0 ° b •Q • 9V. o.v. a b. . • N v °p'V �. 00 4D 0 EX. JOINT - EXISTING PRECAST 6'W x 3'H BOX CULVERT o D•o .•o D• oa •o A a cia •0 A. b ° o NEW 6'W x 3'W BOX CULVERT CONNECTION TO EXISTING PRECAST TO NEW 6'W x 3'H BOX CULVERT SCALE: 3/4"=1'-0" NOTES: 1. REMOVE THE EXISTING BOX CULVERT TO THE NEAREST JOINT DOWNSTREAM OR UPSTREAM OF STA. 0 + 00 2. THE JOINT AT THE EXISTING PRECAST BOX CULVERT SHALL BE FREE OF DEBRI. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CONNECTION —TO —EXISTING —PRECAST —BOX —CULVERT CATAGORY: BOX CULVERT TITLE: CONNECTING -CULVERTS DRAWN BY: CADD—SECTION—P.L.B. PLOT SCALE: 3/4'=1'-0" 03\13\96 DWG NAME: BOXCV05.DWG 2•-6" 12" 3.-0" /5's O 12" #5's 0 12" 2" CLEAR 25" 12" 1 J #5's 0 6" 2'-5" 2" CLEAR • \ j5's 0 12" #5's 0 6" 2" CLEAR #5's 0 12"---1 #5's 0 6" 2" CLEAR • T p:Lo 12" #5's 0 12" #5's 0 12" 2" CLEAR #5's 0 12" 3" CLEAR R 4 CRUSHED 11MESTONE oR� 0 12" 12" 2'-6" 12" 6'-0" 12" 12" 6'-0" 10.-0" SECTION OF BOX CULVERT STA 0 + 00 TO STA 3 + 75 SCALE: 1 "=1'-0" 1. ALL CONCRETE TO BE CLASS "A", f'c=3500 psi (MIN) 2. ALL REINFORCING STEEL TO CONFORM TO ASTM A 615 GRADE 60 3. CONTRACTOR SHALL SUBMIT TO THE DISTRICT SIX (6) SETS OF SHOP DRAWINGS & BAR LISTS FOR APPROVAL PRIOR TO START OF CONSTRUCTION. II METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SECTION —OF —BOX —CULVERT SHEET 1 OF 3 CATAGORY: BOX -CULVERT TITLE: SECTION DRAWN BY: CADD-SECTION-P.L.B. PLOT SCALE: 1 "=1'-0" 03\12\96 DWG NAME: BOXCV06.DWG 42" DIA. MH. 66" R.C.P. 48" R.C.P. 7• FL 581.90 FL 581.95 F f 12" 8' 0" 12" /////Z--Ili ELEVATION SCALE: 1"=2' 48" R.C.P. 66" R.C.P. FL. 581.85 7'-0" f 12" 66" R.C.P. STUB W/ 12" THICK BRICK BULKHEAD AT END OF PIPE. 12" r 5'-6" 2'-O BL "Y" STA. 7+00 L_ 12" NOTE: FILL INVERT TO FLOWLINE WITH CLASS "A" CONCRETE. 66" R.C.P. _ PLAN 'UNCTION CHAMBER i 8 SCALE: 1"=2' ELEV. 581.27 METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION CHAMBER FOR 66" PIPE W/48" PIPE CATAGORY: CHAMBERS TITLE:CHAMBER FOR 66"&48" PIPE DRAWN BY: PLOT SCALE: CADD SECTION 1'= 2' 06/01/1994 DWG NAME: CHAMB01.DWG NOTE: MSD STANDARD CAST IRON MANHOLE STEPS 0 16" CENTERS MAX. (TYP.) TO TOP OF CONCRETE FILL SECTIONAL PLAN SCALE: 1 /2"-1' STANDARD MANHOLE CONSTRUCTION TO GROUND SURFACE Y TOP OF CONC. FILL 7 z iV 1.- NEW 42"PIPE 12" CLASS "A" A.•rf t• ar' CONC. FILL .i•. ti l:ee �•.. �''P t►.�r�'i.er►i 12" CRUSHED IMESTONE SECTION "A -A" SCALE: 1/2"=1' NEW 42"PIPE 3'-6" MSD STANDARD MANHOLE RISER, FRAME & COVER PLAN SCALE: 1 /2"=1' SECTION "B-B" SCALE: 1 /2"=1' EDGE OF BASE SLAB CLASS A CONCRETE FILL 12" CRUSHED LIMESTONE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION PLAN & SECTION VIEWS FOR JUNCTION CHAMBER CATAGORY: TITLE: DRAWN BY: PLOT SCALE: CHAMBERS JUNCTION PLAN CADD SECTION 1 /2"=V-0" 05/17/1994 DWG NAME: CHAMB02.DWG ASPHALTIC CONCRETE PAVEMENT 2'-0"x 2'-0' HATCH BILCO TYPE K-1 12' PIPE 11.8 SCALE: 1'- 2' PNEUMATIC CYLINDER--- r-� PEDESTAL I] 2'-OOx 2YPE HA BILO TYPE K-1 TOP ELEV 513.75 1 2' SS BUBBLER DIP TUBE. SECURE TO WALL AT 24' 0.C. TYPICAL KEYWAY JOINT. SEE DETAIL PEDESTAL AND PNEUMATIC CYLINDER GATE OPERATOR 12' PIPE FLEXIBLE RUBBER TYPE GASKET TTYP�PRESSION PRECAST REINFORCED CONCRETE AS PER ASTM C657 AND C 858 HINGE' I I� 1$ 8'(MINl 3/4 CHAMFER (TIP) BOTTOM SECTION GROUT INVE11RT 1 ; d •1 V MPS (TYP) d 1.1 BACKUP FLOAT TO OPEN/CLOSE GATE 1'( PRECAST REINFORCED CONCRETE AS PER ASTIR C857 AND C 658 STEM WIDE (7V?) AS PER GATE MANUFACTURES REQUIREMENTS 1' GROUT (TY?) S.S. GATE STEM 12' COPLASTC SLUICE GATE ASHBROOK-SIMON-HARTLEY FLEXIBLE RUBBER COMPRESSION TYPE GASKET (TIP) E 496.92 12' PIPE E 496.42 7-0' 4' WATER STOP (TYP) SC'=2' CONTROL STRUCTURE GRANULAR BACKFILL METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION PLAN AND ELEVATION VIEWS SHEET 1 OF 2 CATAGORY: CHAMBERS TITLE: SLUICE GATE STRUC DRAWN BY: JLG PLOT SCALE: 1"=4' 05/17/1994 DWG NAME: CHAMB03 1" NOM. GROUT FRAME PIPE FLEXIBLE RUBBER COMPRESSION TYPE GASKET GATE BACKUP PLATE FOR MOUNTING BOLTS (AS REQUIRED) MOUNTING BOLTS DOOR FACE SEAL INVERT SEAL BOTTOM SLAB OF CONTROL STRUCTURE 4" WATER STOP (TYP) ADJUSTABLE SIDE PRESSURE SEAL FRAME SHAPE BOTTOM WITH GROUT 1" NOM. GROUT INSIDE FACE OF WALL INVERT MOUNT DETAIL N.T.S. GATE BACKUP PLATE FOR MOUNTING BOLTS (AS REQUIRED) 4 MOUNTING BOLTS INSIDE FACE OF WALL 1" NOM. GROUT BACK SEAL FRAME It u FA PIPE FLEXIBLE RUBBER COMPRESSION TYPE GASKET E SEAL i DOOR ADJUSTABLE SIDE PRESSURE SEAL WALL MOUNTING DETAIL SLUICE GATE SEAL DETAILS N.T.S. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SLUICE GATE MOUNTING DETAILS SHEET 2 OF 2 CATAGORY: CHAMBERS TITLE:SLUICE GATE MOUNT DET'S DRAWN BY: CADD SECTION PLOT SCALE: 1 "=10' 05/17/1994 DWG NAME: CHAMB04.DWG 'A' CONCRETE /5 0 12• CTRS SHAPE INVERT (TYP) A SILL ELEV. 561.8± PRECAST CONCRETE UNIT PROPOSED GRADE #5 O6' #5 O 12" ADD EXTRA #5 BAR #5 O 6' CTRS BOTH WAYS ADD EXTRA #4 BAR #5 0 6" CTRS BOTH WAYS STANDARD INLET STONE WIN CORNER POSTS OARC IC DETAIL. Tr7P SLAB MANHOLE COVER STANDARD INLET REPOSTS PRECAST CONCRETE UNIT 3/4" MORTAR ADJUST TO GRADE WITH BRICK ..........4.)r 2" CL 10• J 1 (TYP) SHAPE INVERT C-- % \\._0 STEPS . (TYP) / \ I 4,. 1 4Cho 10" FL 556.78 SECTION A -A CONSTRUCTION JOINT (TYP) #5 0 12• 33• RCP #5 0 12• DETArS FOR JUNCTION CHAMBER f 14 N.T.S. E METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SIMPLY REINFORCED JUNCTION CHAMBER CATAGORY: TITLE: DRAWN BY: PLOT SCALE: CHAMBER JC FOR 33" PIPE CADD SECTION 1 /2"=1' DWG NAME: CHAMB05 i 1 I :iv i 10 a9� 111 111 1 5 pp aa la ix M f ha IP • EteJ P 14 S METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION GENERIC DETAIL SHEET FOR CHANNELS CATAGORY: CHANNELS TITLE: CHANNEL DETAIL SHEET DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 06/01 /1994 DWG NAME: CHAN01.DWG U FOUR ADDITIONAL #4 BARS 1 N 1 l I m H m w J N 0 I m m 0 Q Z m J 0 2 METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION DESIGN CHANNEL SECTION FORM SHEET 1 OF 2 CATAGORY: TITLE: DRAWN BY: PLOT SCALE: CHANNEL DESIGN CHANNEL JLG 1 /2'=1' 05/19/1994 DWG NAME: CHAN02 E \FOC NG EQUIREvENTS BAR # SIZE SPACING COVER ID DESIGNER NOTES B-1 3" 42 DIA. B-2 2" PRIMARY SLAB STEEL B-3 3" 30 DIA. #4 BARS © 18" (MIN.) B-4 2" 30 DIA. #4 BARS © 18" (MIN.)(TEMP. STEEL) C-1 2" 42 DIA. PRIMARY MOMENT BARS C-2 2" 42 DIA. #4 BARS © 12" (MIN.) V-1 2" PRIMARY WALL STEEL V-2 2" #4 BARS © 12" (MIN.) V-3 2" 30 DIA. #4 BARS © 18" (MIN.)(TEMP. STEEL) V-4 2" 30 DIA. #4 BARS © 18" (MIN.)(TEMP. STEEL) NOTE FOR DEIGNER: MIN. BAR SIZE IS #4 BARS. MAX. BAR SPACING IS 18". * MIN. 10" WALL THICKNESS CHANNEL D VE\S O\S DESCRIPTION DIMENSION WALL THICKNESS (WW) INCHES * WIDTH OF CHANNEL (WC) FEET HEIGHT OF WALL (H) FEET BOTTOM THICKNESS AT Q., (BT) INCHES DESIGNER'S COMMENTS: METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY CATAGORY: CHANNEL TITLE: DESIGN CHANNEL DRAWN BY: JLG PLOT SCALE: 1 /2'=1' DESCRIPTION DESIGN CHANNEL TABLE SHEET 2 OF 2 06/01/1994 DWG NAME: CHANO3 0 01 N 0 c0 co :3W`dN OMa OMG'VONVHO 13NNVH3 1VO1L IJA 3GIM NOIld1210S30 ITI 0 "O 0 CD a• r- 0 )„. cn rn N --I-I S-O N N`d HO :). 100`dld0 NOTES: 1. ALL CONCRETE TO BE M.S.D. CLASS "A" 2. ALL REINFORCING STEEL TO BE A.S.T.M. A615-GRADE 60 #4 BARS © 18" (BENT BARS 24"x12" PAYLINE LIMITS FOR EXCAVATION F#4 BARS © 12" 1,--#4 BARS © 18" PAYLINE LIMITS FOR EXCAVATION #4 BARS © 16" 5'-0" 4'-0" 4 BARS © 18" EXPANSION JOINT #4 BARS © 12" BOTTOM SLOPED 1 /4"/FT. TO q, WWF 4" X 4" W2.9 X W2.9 7„ • 3" CL.- 2" CL. 3" CL. 1 12" 2' CL. 6" 5'-4" 0 0 03 12" ,f 6- LIMESTONE (PAYLINE WIDTH FOR CHANNEL WALL FOOTING) SECTION FOR WIDE VERTICAL WALL CHANNEL SCALE: 1 /4"=1'-0" GENERAL NOTES 1. ALL CONCRETE TO BE CLASS "A". f'c=3500 psi (MIN) 2. ALL REINFORCING STEEL TO CONFORM TO ASTM A 615 GRADE 60 3. CONTRACTOR SHALL SUBMIT TO THE DISTRICT SIX (6) SETS OF SHOP DRAWINGS & BAR LISTS FOR APPROVAL PRIOR TO START OF CONSTRUCTION. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION NOTES FOR CONC & REBAR OF REIN. CONC. STRUCTURE CATAGORY: CHANNELS TITLE:GENERAL NOTES DRAWN BY: CADD SECTION PLOT SCALE: 1 /4"=1' 05/19/1994 DWG NAME: CHAN05.DWG 3"CL #4 DEFORMED BARS ON 12" CENTERS EACH WAY 2"CL 1/ 6" LAP FILTER FABRIC CLASS 'A' CONCRETE 1-1/2 40,116. !ram GALVANIZED SCREENING ,j 4" MIN. PIPE WEEP HOLES ON 10' CENTERS OR LESS WITH ONE CU. FOOT PER LINEAL \; FOOT OF M.S.D.-2 BEDDING CONTINOUS ALONG FUL LENGTH OF PAVING, WRAPPED IN FILTER FABRIC, TO BE PAID FOR UNDER CHANNEL PAVING. 12" MIN. CRUSHED LIMESTONE 2"x1" KEYWAY SLOPE TO CL © 1 /4" PER FT. PP #4 DEFORMED BARS ON 12" CENTERS BEND 2'-0" UPWARD INTO SIDE PAVING. TYPICAL TRAPEZOIDAL CHANNEL SECTION SCALE:1 /2"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION TYPICAL SECTION VIEW FOR A TRAPEZOIDAL CHANNEL CATAGORY: CHANNELS TITLE: TRAPEZOIDAL SECTION DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 06/01/1994 DWG NAME: CHAN06.DWG CLASS 'A' CONCRETE 10" 3"CL #5 DEFORMED BARS ON 12" CENTERS #4 DEFORMED BARS ON 12" CENTERS NOTE: SLOPE OF WALL VARIES FROM APPROX. 1 1/2 : 1 TO VERTICAL #4 DEFORMED BARS ON 12" CENTERS EACH WAY 2"CL 6" LAP FILTER FABRIC GALVANIZED SCREENING OR FABRIC :O 12" MIN. CRUSHED LIMESTONE 4" PIPE WEEP HOLES ON 10' CENTERS OR LESS WITH TWO CU. FT. PER LINEAL FT. OF M.S.D. 2 BEDDING CONTINUOUS ALONG FULL LENGTH OF PAVING WRAPPED IN FILTER FABRIC TO BE PAID FOR UNDER CRUSHED LIMESTONE. KEYWAY #4 DEFORMED BARS ON /, 12" CENTERS EACH WAY \6 -, 6„ r ff #4 DEFORMED BARS ON 12" CENTERS #5 DEFORMED BARS ON 12" CENTERS BOTTOM WIDTH r TYPICAL TRANSITION SECTION METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION TYPICAL TRANSITION SECTION FOR A TRAPEZOIDAL SECTION CATAGORY: CHANNELS TITLE:TRANS. SEC. (TRAP CHAN.) DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 05/20/1994 DWG NAME: CHAN07.DWG ROCK BLANKET 0 1 \\i\\\i \ \ �� \\ ' - TOP OF ROCK 2' - SIDE OF BANK 3' - BOTTOM OF CHANNEL TOE WALL DETAIL SCALE: 1 /2"=1'-0" NOTES: 1. TOE WALL SHALL BE PLACED FOR THE FULL PERIMETER OF THE ROCK BLANKET. 2. COST OF THE TOE WALL AND EXCAVATION FOR THE TOE WALL TO BE INCLUDED IN THE COST FOR ROCK BLANKET. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION GROUTED ROCK TOE WALL DETAIL CATAGORY: CHANNELS TITLE: TOE WALL DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 05/20/1994 DWG NAME: CHAN08.DWG 0 GROUTED ROCK BLANKET WHERE SHOWN CL CUTOFF WALL COSTS TO BE INCLUDED IN PAYMENT OF BOX CULVERT OR CHANNEL PAVING #4 BARS, 12" CENTERS EACH WAY u o. 0, o ea P 0 .0 ..26 t14.oDA CUTOFF WALL DETAIL SCALE: 1/2"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION CUTOFF WALL DETAIL CATAGORY: CHANNELS TITLE: CUTOFF WALL DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 05/20/1994 DWG NAME: CHAN09.DWG WELDED WIRE FABRIC 4" x 4" — W2.9 x W2.9 2 1/2" CL. 0 i-0 0 0 U) CC W 0--� 0 3" CL. • codA. • 12" FOR THIN SLABS CUTOFF WALL DETAIL FOR ENDS OF CHANNEL PAVING SCALE: 3/4"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CUTOFF WALL FOR ENDS OF THIN SLAB CHANNEL PAVING CATAGORY: CHANNELS TITLE: CUTOFF WALL(CHAN. PAVING) DRAWN BY: CADD SECTION PLOT SCALE: 3/4"=1'-0" 05/20/1994 DWG NAME: CHAN10.DWG EARTH BACKFILL FILTER FABRIC (SEE NOTE BELOW) 4'-0" MIN. ORIGINAL EXCAVATION LINE PAYLINE LIMIT FOR EXCAVATION AND CRUSHED LIMESTONE / 12"-- 6" LAP ►.o CONTINUOUS POROUS BACKFILL MATERIAL CONFORMING TO M.S.D.-2- BEDDING WRAPPED IN FILTER FABRIC, TO BE PAID FOR UNDER "CRUSHED LIMESTONE" GALVANIZED SCREENING OR FABRIC 4" (MIN.) DIA. PIPE WEEP HOLES ON 10' CENTERS OR LESS i 6" }vo 0. Ia 12" MIN. CRUSHED LIMESTONE a 6" LAP FILTER FABRIC THE FILTER FABRIC SHALL BE OF THE TYPE USED FOR SUBSTRUCTURE DRAINAGE APPLICATION. THE FABRIC SHALL BE WOVEN POLYPROPELENE WITH THE FOLLOWING MINIMUM VALUES: BURST STRENGTH....480 p.s.i. TRAPEZOIDAL TEAR STRENGTH....90 X 45 LBS. PUNCTURE STRENGTH....130 LBS. WHERE REQUIRED, OVERLAPS SHALL BE A MINIMUM OF 18" IN ALL DIRECTIONS. WEEP HOLE DETAIL SCALE: 1 /2"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION WEEP HOLES IN CHANNEL WALLS CATAGORY: CHANNELS TITLE: WEEP HOLES DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 06/01/1994 DWG NAME: CHAN11.DWG TOOLED EDGE IN BOTTOM AND 3/4 CHAMFERED EDGES IN WALLS CLASS 'A' CONCRETE # 4 BARS,PLAIN, 12" LONG, 18" CENTERS, GREASE ONE END FOR NO BOND (6" EMBEDDED EACH SIDE) TYPICAL REBARS -d 6" 1/2" 1/2" PREMOLDED FILLER ( ASTM D994 ) FLUSH WITH GROOVE AS SHOWN CL TYP. D/2 J 0 TRANSVERSE EXPANSION JOINT SCALE: 1"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION TRAVERSE EXPANSION JOINT CATAGORY: CHANNELS TITLE:TRANS. EXPANSION JOINT DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1'-0" 05/20/1994 DWG NAME: CHAN12.DWG TOOLED EDGE IN BOTTOM AND 3/4 CHAMFERED EDGES IN WALLS #4 BARS, PLAIN, 12" LONG 18" CENTERS, GREASE ONE END FOR NO BOND. (6" EMBEDDED EACH SIDE) WALL FOOTING PREMOLDED FILLER (ASTM D994) FLUSH WITH GROOVE AS SHOWN CHANNEL PAVING EXPANSION JOINT BETWEEN WALL FOOTING & CHANNEL PAVING SCALE: 1/2"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION EXPANSION JOINT BETWEEN WALL FOOTING & CHANNEL PAVING CATAGORY: CHANNELS TITLE:WALL FOOTING EX. JOINT DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 05/20/1994 DWG NAME: CHANI3.DWG q CHANNEL OR BOX KEYWAY VARIES #4 BARS ® 6" AROUND PIPE LAPPED 12" WITH WALL STEEL r2" CL PIPE CLASS 'A' CONCRETE 3" (TYP.) # 5 BAR OUSTIDE FACE (TYP.) DIAGONAL REINFORCING DIAGONAL REINFORCEMENT FOR ALL SIZES SECTION FOR ALL SIZES PRINCIPAL REINFORCING NOTES FOR ALL SIZES: 1. MINIMUM BAR LENGTH FOR ALL REINFORCING = PIPE OUTSIDE DIAMETER ( O.D. ) + 36" 2. BLOCK OUT CIRCULAR OR DIAMOND SHAPED OPENING SIX INCHES FROM OUTSIDE DIAMETER OF PIPE 3. POUR CONCRETE COLLAR CONTIGUOUS WITH CONCRETING SIX INCH OPENING IN WALL AROUND PIPE 18" (TYP.) HORIZONTAL AND VERTICAL EXTRA REINFORCING 2-#5 BARS EACH WAY EXTERIOR FACE (TYP.) 6" OR MIDWAY BETWEEN PRINCIPAL REINFORCING 3' (TYP.) ADDITIONAL REINFORCING FOR PIPE 24" IN DIAMETER AND LARGER TYPICAL REINFORCING AT OPENING SCALE: 3/8"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION REINFORCING AT CONNECTION TO CHANNEL WALLS CATAGORY: CHANNELS TITLE:OPENING REINFORCEMENT DRAWN BY: CADD SECTION PLOT SCALE: 3/8"=1'-0" 05/20/1994 DWG NAME: CHAN14.DWG NOTE: TIE AND EXTEND # 4 BARS © 6" AROUND PIPE, INTO COLLAR ALLOWING 3" CLEAR CLASS 'A' CONCRETE TYPICAL SECTION AT SEWER LINE DISCHARGING INTO PAVED TRAPEZOIDAL CHANNEL SCALE: 3/4"=1'-0" METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION TYPICAL SECTION ® SEWER LINE DICHARGING INTO CHANNEL CATAGORY: CHANNEL TI TLE:SEWER DISCHARGE IN CHANNEL DRAWN BY: CADD SECTION PLOT SCALE: 3/4"=1'-0" 05/20/1994 DWG NAME: CHAN15.DWG EXISTING 15" C.I. CONCRETE ENCASED SANITARY CROSSING A NOTES: 1.NO. 5 © 4 1/2" REINFORCING IN OUTSIDE FACE OF WALL ,ALL OTHER REINFORCING TO REMAIN THE SAME. 2.TRANSVERSE EXPANSION JOINT IN BOTTOM SLAB ONLY. (TYP BOTH SIDES OF CROSSING. A / / I 7 4'W SANITARY/ ROSSING CHANNEL REIN.(TYP.)\ '_ CHANNEL REIN.(TYP.) 1y 3'-0" (SEE NOTE #1) � NO. 5 © 9" NO DOWELS 3'-0" (SEE NOTE #1) INTO BOTTOM SLAB SANITARY CROSSING SCALE: 1"=4'-0" NO STEEL IN BOTTOM SLAB 4'- NO. 4 CO 18" x 12" LG. PLAIN BAR. GREASE ONE END FOR NO BOND. (TYP) 12" 12" CRUSHED LIMESTONE EXISTING 15" PIPE & CONCRETE ENCASEMENT TBR&R WITH 15" D.I.P. (SEE DETAIL) SECTION A -A SCALE: 1"=4'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION SEWER CROSSING THRU CHANNEL CATAGORY: CHANNELS TITLE: SEWER CROSSING DRAWN BY: CADD SECTION PLOT SCALE: 1 "=4'-0" 06/01/1994 DWG NAME: CHAN16.DWG 0 COCO :3WdN 0MG OMG'L LNVHC 0 0 z m l J M o W o Z 0 m zz 0 m r D 0 C m m 0 N o D -I > Z m �,D) 0OD-71O m75075 o co -P 0 /73 IC CD 0 Z I mf'm o m 00� zm D_ 0 " 48" HIGH CHAIN LINK FENCE (TYP.) 6 STANDARD CORNER, END OR PULL POST L (TYP.) SPECIAL POST .................... ..................... ..................... ..................... :❖. ❖.❖.❖.❖.❖.❖.❖.•. .................... ..................... ..................... .................... ...................... ..................... •i ... .•..❖❖.❖.❖.❖.00❖.•o.❖ .................... ..................... ...................... ..................... ...................... ..................... ...................... ...................... ..................... ...................... ..................... ...................... ...................... ..................... ..................... ..................... ....................... ..................... ...................... ..................... ....................... ..................... ...................... ..................... ...................... ..................... ....................... ...................... ...................... ...................... ..................... rr.R�r� rr N BAR "C'J EARTH RAMP •w. = BAR "D x 5'-0" WIDE GATE x x x 0 0 Z m� m O CO mN1.�0 73 m•0m n C0 0- x 0 x B x 0 0 x 12" 12" i Wn D 77) " r r r —4244 BAR "A" BAR "B" SECTION "A -A: 48" HIGH CHAIN LINK FENCE (TYP.) 1" MINIMUM NON SHRINK GROUT SEE NOTE NO.1 W 6 1 `1" MINIMUM NON SHRINK GROUT SEE NOTE NO. 1 STANDARD CORNER, END OR PULL POST (TYP.) #6 BAR X 30: LONG, DRILLED AND GROUTED INTO CHANNEL WALL (4 REQ'D.) (TYP.) SECTION "B-B: NOTES: 1.) FOOTBRIDGES MAY BE EITHER CAST -IN -PLACE OR PRE -CAST CONCRETE. IF PRE -CAST UNITS ARE USED A LEVELING COURSE OF NON -SHRINK GROUT SHALL BE APPLIED TO THE CHANNEL WALLS. IF CAST -IN -PLACE CONCRETE CONSTRUCTION IS USED A BOND BREAKER SHALL BE INSTALLED BETWEEN THE CHANNEL WALLS AND THE FOOTBRIDGE. 2.) ALL REINFORCED CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE TO THE DISTRICT'S STANDARD CONSTRUCTION SPECIFICATIONS. CONCRETE SHALL BE M.S.D. CLASS "A", 3,500 PSI, WITH GRADE 60 REINFORCING STEEL. 3.) SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR THE THE CONSTRUCTION OF THE FOOTBRIDGES. 4.) FENCING AND GATES SHALL BE CONSTRUCTED IN ACCORDANCE TO THE STANDARD M.S.D. FENCING DETAILS. FENCE NOTES SPECIAL POST PLACEMENT REQUIRED IF L>10' SPECIAL POST PLACEMENT REQUIRED SPECIAL POST PLACEMENT REQUIRED REINFORCING SCHEDULE #4012" OC 0 0 0 0 0 0 ® 0) ? C #4©1 2" OC #4®10" OC 0 0 t t #4®12" OC 0 0 0 0 m O_ rn © ?1- 0 0 #7©6" OC Q0 U 0 18 CD U SLAB THICKNESS T (IN.) 8" 10" N SPAN LENGTH L (FT.) N O tD ro O STRUCTURAL V 0 ce 0 0 METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION (SHEET 2 OF 2) NOTES FOR CONC. FOOTBRIDGE WITH FENCE LAYOUT CATAGORY: CHANNELS TITLE:FOOTBRIDGE DETAIL DRAWN BY: CADD SECTION PLOT SCALE: 1 /4"=1'-0" 03/23/1998 DWG NAME: CHAN18.DWG ELEV. 0.00 STA. o ELEV. 0.00 0 0 + 0 o + 0 ELEV. 0.00 Q / ELEV. 0.00 1— o PROFILE - EXTERIOR RAMP WALL 0 0 + 0 Q 1— (r) ELEV. 0.00 0 0 + 0 ELEV. 0.00 Q ELEV. 0.00cn ELEV. 0.00 ELEV. 0.00 STA. 0+00 ELEV. 0.00 0 0 + 0 Q i-- PROFILE - INTERIOR RAMP WALL STA. 0+00 STA. 0+00 0 1 WARP PAVEMENT STA. 0+00 TO STA. 0+00 PLAN © PAVEMENT WARPING CD RAMP SCALE: 1"=400' METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CHANNEL RANMP-PLAN & PROFILE W/ WARPS CATAGORY: CHANNELS TITLE: CHANNEL RAMP DRAWN BY: CADD SECTION PLOT SCALE: 1"=400' 05/20/1994 DWG NAME: CHAN19.DWG 2„ #4 DEFORMED BARS ON 12" CENTERS #4 1 1 3" CL 6" LAP #5 DEFORMED BARS ON 12" CENTERS FILTER FABRIC GALVANIZED SCREENING - OR FILTER FABRIC 6" LAP KEYWAY DEFORMED BARS ON 12" CENTERS EACH WAY 4" PIPE WEEP HOLES ON 10' CENTERS OR LESS WITH ONE CU. FT. PER LINEAL FEET OF M.S.D. 2 BEDDING CONTINUOUS 10" ALONG FULL LENGTH OF PAVING WRAPPED IN FILTER FABRIC TO BE PAID FOR UNDER REINFORCED CONCRETE CONSTRUCTION. 6' CL If 11 (REPLACE EXCAVATED MATERIAL WITH M.S.D. 5-ROCK BLANKET. EXISTING CHANNEL BOTTOM f` ►r 0 amde •' 2'-0" (MIN) PAYLINE LIMITS FOR EXCAVATION yam.- -..1 EXCAVATION LINE REINFORCED CONCRETE SLOPE PROTECTION SECTION SCALE: 1/2"=1'-0" METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION TYPICAL REINFORCED CONCRETE SLOPE PROTECTION SECTION CATAGORY: CHANNELS TITLE:CONC. SLOPE PROTEC. DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 05/20/1994 DWG NAME: CHAN20.DWG FENCE -� 1' 4" TO 6" 3/4" MINUS CRUSHED LIMESTONE EXISTING BANK 1.5' GEOFABRIC 1' BANK PROTECTION GROUTED ROCK CREEK BOTTOM ROCK METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BANK PROTECTION TYPE I CATAGORY: CHANNEL TITLE: BANK PROTECT I DRAWN BY: CADD SECTION PLOT SCALE: 1"=3' DWG NAME: CHAN21 FENCE 1' 4" TO 6" 3/4" MINUS CRUSHED LIMESTONE 1.5' EXISTING BANK GEOFABRIC BANK PROTECTION GROUTED ROCK CREEK BOTTOM c? N METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BANK PROTECTION TYPE II CATAGORY: CHANNEL TITLE: BANK PROTECT II DRAWN BY: CADD SECTION PLOT SCALE: 1=3 05/20/1994 DWG NAME: CHAN22 1' 1' THICK EXISTING OR SHAPED BANK 1.5' GEOFABRIC BANK PROTECTION 1' GROUTED ROCK 8" TO 18" IN SIZE p�0 C\O p� 2' • in N CREEK BOTTOM METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BANK PROTECTION TYPE III CATAGORY: TITLE: DRAWN BY: PLOT SCALE: CHANNEL BANK PROTECT III CADD SECTION 1=3 05/20/1994 DWG NAME: CHAN23 1' EXISTING OR SHAPED BANK 1' THICK GEOFABRIC BANK PROTEC11ON 1.5' GROUTED ROCK 8" TO 18" IN SIZE CREEK BOTTOM ROCK METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BANK PROTECTION TYPE IV CATAGORY: CHANNEL TITLE: BANK PROTECT IV DRAWN BY: CADD SECTION PLOT SCALE: 1=3 05/20/1994 DWG NAME: CHAN24 FENCE - 4" TO 6" OF 3/4" MINUS CRUSHED LIMESTONE GEOFABRIC CUT EXISTING BANK TO A 1.5 TO 1 SLOPE BANK PROTECTION 9" THICK RENO MATTERESS 1.5' CREEK BOTTOM METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BANK PROTECTION TYPE V CATAGORY: TITLE: DRAWN BY: PLOT SCALE: CHANNEL BANK PROTECT V CADD SECTION 1=3 DWG NAME: CHAN25 FENCE 4" TO 6" OF 3/4" MINUS CRUSHED LIMESTONE GEOFABRIC CUT EXISTING BANK TO A 1.5 TO 1 SLOPE BANK PROTECTION 1' 9" THICK RENO MATTRESS 1.5' #4 CD 3' CENTERS CREEK BOTTOM ROCK METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BANK PROTECTION TYPE VI CATAGORY: CHANNEL TITLE: BANK PROTECT VI DRAWN BY: CADD SECTION PLOT SCALE: 1=3 05/20/1994 DWG NAME: CHAN26 25'-0" 22'-6" 2'-6" / // TOP OF SHEET PILE TOE WALL 7'-6" 1-1/2 / Ai / EX. BANK - FILTER MATERIAL PAYLINE LIMITS OF EXCAVATION ROCK BLANKET (MSD #5) 17'-6" 1.0 EX. CHANNEL BOTTOM - PZ-27 SHEET PILING DETAIL -ROCK BLANKET BANK PROTECTION N.T.S. METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BANK PROTECTION TYPE VII CATAGORY: TITLE: DRAWN BY: PLOT SCALE: CHANNEL BANK PROTECT VII CADD SECTION 1 "= 4' 05/20/1994 DWG NAME: CHAN27 2" 4" GEO WEB D :D • D D 2'-0" 6" P 8„ CLASS "A" CONCRETE BENT #3 BAR © 4' c.c. GEO WEB REINFORCED CONCRETE SLAB WITH TOE WALLS N.T.S. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION GEO WEB REINFORCED CONCRETE CATAGORY: TITLE: DRAWN BY: PLOT SCALE: CHANNEL GEO WEB JLG 1"=1' 05/20/1994 DWG NAME: CHAN28 TOP RAIL- 1 1/4" NOMINAL SIZE, 2.27 LB. PER LIN. FT. LINE POST- 1 1/2" NOMINAL SIZE, 2.72 LB. PER LIN. FT. CORNER, END, OR PULL POST- 2" NOMINAL SIZE 3.65 LB. PER LIN. FT. 6" DIA. MIN. 0 /. CO z .0 CONCRETE POST PLACEMENT IN EARTH NOT TO SCALE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION FENCE POST IN EARTH CATAGORY: FENCES TITLE: FEN. POST IN EARTH DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1'-0" 05/18/1994 DWG NAME: FENCE01.DWG `......"--- TOP RAIL - 1 1/4" NOMINAL SIZE, 2.27 LB. PER LIN. FT. LINE POST - 1 1/2" NOMINAL SIZE, 2.72 LB. PER LIN. FT. CORNER, END, OR PULL POST - 2" NOMINAL SIZE 3.65 LB. PER LIN. FT. 1" x 1" x45' FILLET 4" DIA. PLASTIC SLEEVE (REMOVED PRIOR TO GROUTING) FILLED WITH "POR-ROK" TYPE GROUT (OR EQUAL) POST PLACEMENT IN CHANNEL PAYING SCALE: 3/4"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION POST PLACEMENT IN CHANNEL PAVING CATAGORY: TI TLE: FEN . DRAWN BY: PLOT SCALE: FENCES POST IN CHANNEL CAD SECTION 3/4"=1'-0" 05/17/1994 DWG NAME: FENCE02.DWG 3/8"X6"X6" GALVANIZED PLATE 3/8" DIA. HOLES PLAN. v 0 ° V D ° o _ D SECTION SPECIAL POST PLACEMENT SCALE: 1 /2"=1'-0" 3/16" 5/8" STAINLESS STEEL BOLT WITH SINGLE EX- PANDING ANCHOR 2 3/4" MINIMUM EMBEDMENT METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION: POST PLACEMENT FOR FENCES ON EX. CONC. WALLS AND NEW FOOTBRIDGES CATAGORY: TITLE: DRAWN BY: PLOT SCALE: FENCES POST PLACEMENT CADD SECTION 1/2 " = 1'-0" 05/18/1994 DWG NAME: FENCE03.DWG 1" X 1" X 45' FILLET 4 ADDITIONAL #4 BARS 4" DIA. PLASTIC SLEEVE (REMOVED PRIOR TO GROUTING) FILLED WITH "POR-ROK" TYPE GROUT (OR EQUAL). CENTER POST IN 4" HOLE. / 0 / O / 2" CLEARANCE 6" 0 POST PLACEMENT IN CHANNEL WALL NOT TO SCALE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION POST PLACEMENT IN CHANNEL WALL CATAGORY: FENCES TITLE: POST PLACEMENT DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1' 05/18/1994 DWG NAME: FENCE04.DWG NOTES: 1.) WIRE MESH TO BE FASTENED TO LINE POST, TOP RAIL, AND TENSION WIRE WITH # 9 GAUGE ALUMINUM TIE WIRE. SPACING FOR TIE OR CLIP WIRES SHALL BE AS FOLLOWS: TOP RAIL - 24" LINE POST - 12" TENSION WIRE - 24" 2.) POST SPACING SHALL NOT EXCEED TEN FEET. PULL POST SHALL BE PROVIDED SO THAT NO RUN EXCEEDS 400' IN LENGTH. 3.) THE TOP RAIL SHALL PASS THROUGH OPENINGS PROVIDED FOR THAT PURPOSE IN THE POST TOPS AND EACH LENGTH SHALL BE COUPLED WITH INSERT SLEEVE COUPLINGS. POST TOP CORNER, END OR PULL POST - 2" NOMINAL SIZE 3.65 LB PER LIN FT STRETCHER BAR END BAND END BAND AND STRAI HT CUP 2" CLEARANCE 4.) CORNER POSTS SHALL BE PROVIDED AT ALL INTERSECTED PROPERTY LINES WHICH HAVE EXISTING YARD FENCES. REQUIRED LENGTHS OF NEW FENCE SHALL BE PROVIDED TO CONNECT THE EXISTING YARD FENCES IN EASEMENT TO THE NEW FENCE. 5.) POSTS SHALL BE GROUTED INTO THE 4" OPENINGS PROVIDED IN THE CHANNEL WALLS WITH A UNIFORM MIXTURE OF "POR-ROK" TYPE GROUT OR EQUAL. 6.) WIRE MESH TO BE PLACED ON THE STREET SIDE OF THE LINE POSTS. 7.) HEIGHT OF FENCE 48". TOP RAIL - 1 1 /4" NOMINAL SIZE, 2.27 LB PER LIN FT LOOP POST OF PROPER SIZE LINE POST - 1 1/2" NOMINAL SIZE, 2.72 LB PER LIN FT TENSION WIRE # 7 GAUGE, SPIRALED OR CRIMPED GALVANIZED WIRE TOP OF CHANNEL WALL BARBED EDGE DOWN DETAIL OF FENCE INSTALLATION N.T.S METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION SPECIFICATIONS OF FENCE INSTALLATION CATAGORY: FENCES TITLE: FENCE INSTALLATION DRAWN BY: CADD SECTION PLOT SCALE: 1 "=2' 05/17/1994 DWG NAME: FENCE05.DWG U TOP VIEW II HASP DOUBLE SWING GATE SHALL CONFORM TO LATEST SPECIFICATIONS FOR MISSOURI HIGHWAY & TRANSPORTATION DEPARTMENT. STOP d a 4 a 3'-0" a a ANCHORING DEVICE SLEEVE 18" I ,� \/ I LJ FRONT VIEW DOUBLE GATE CENTER LOCKING DEVICE SCALE: 1"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION DOUBLE GATE CENTER LOCKING DEVICE CATAGORY: FENCES TITLE: LOCKING DEVICE DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1'-0" 05/17/1994 DWG NAME: FENCE06.DWG a 1' 1.7 T 8'-0* 4•_fl* GALVANIZED is WELDED HINGES I TO 18" DIA. CONC. FILLED �:�y�:�� POST HOLE (TYP.) 'o I -�F. 3" SCH.40 STEEL PIPE, WELDED s- I�-1/2• U-SALTS WELDED TO PIPES GALVANIZED �IR 4" SCH. 40 STEEL -' PIPE CONCRETE FILLED (TYP.) ENO GATE DETAIL SCALE: 1/2" - 1' METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION POLE ENTRANCE GATE DETAIL CATAGORY: TITLE: DRAWN BY: PLOT SCALE: FENCES ENTRANCE GATE JLG 1 05/17/1994 DWG NAME: FENCE07 0 0 0 W X E._ b . A0 O 0 J GALVANIZED O D A 0 0 A D A o A 0 I— W 0 W I— rQ V ENTRANCE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CHAIN ENTRANCE GATE CATAGORY: TITLE: DRAWN BY: PLOT SCALE: FENCE ENTRANCE GATE JLG 1 "= 2' 05/18/1994 DWG NAME: FENCE08 BARBED PARE M M MIN II II II u (TYP.) GATE FRAME 1-1/2. DIA. 12'W. OPENpN° 10. ASPHALT PAVTA43 ((TYP.) DETAIL OF GATE INSTALLATION. NOT TO SCALE ■ ■ GATE POST NOMINAL SIZE 9.tOLB PER UN. FT. PULL 4' O.D. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION INSTALLATION OF CHAIN LINK GATE CATAGORY: FENCES TITLE: CHAIN LINK GATE DRAWN BY: JLG PLOT SCALE: 1 /2"=1' 05/18/1994 DWG NAME: FENCE09 N 6" SCH. 40 STEEL PIPE FILLED WITH CONCRETE,PAINTED YELLOW WITH AN APPROVED RUST —INHIBITIVE PAINT. //A ASPHALT PAVEMENT CLASS "A" CONCRETE D D D / D 18" co CD BOLLARD DETAIL N.T.S. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BOLLARD DETAIL CATAGORY: FENCES TITLE: BOLLARD DETAIL DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" DWG NAME: FENCE10.DWG A R.C. MANHOLE CAP CONC. WALL FOOTING REMOVE EX. FRAME AND COVER -T1 IMO poi ormiumssumum A L Q PLAN VIEW 5'-0" NEENAH FOUNDRY WATERTIGHT MANHOLE FRAME & BOLTED LID (MODEL R-1916E) 2" CL.I EX. TOP 1 I- I aEX. 24'' SAN. / Q L J - #6 BARS 15 6" EXPANSION JOINTCHANNEL PAVING 4 DOWEL,S, 12" LONG (ENBED 6 INTO EX. MH) EXIST MANHOLE DIMENSIONS UNKNOWN) SECTION A -A REINFORCED CONCRETE MANHOLE CAP SCALE: 3/8"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION REINFORCED CONCRETE MANHOLE CAP IN CHANNEL CATAGORY: MHINLET TITLE:R.C. MANHOLE CAP DRAWN BY: CADD SECTION PLOT SCALE: 3/8"=1'-0" 05/18/1994 DWG NAME: MHINL01.DWG " \ W I T H T H R E A D E D C L E A N O U T P L U G S E E P L A N F O R T O P E L E V A T I O N S L O T T E D C A S T I R O N G R A T E C A S T I R O N T E E ���� C A S T I R O N T E E V \ N L I N 1 1 ��i 1 P b ' 0 . e : d 0 0 ' v " e . " a 0 " �%4 . 4 " , b . b " o " 0 . 1 . 0 % . 3 0 " D I A . ( M I N . ) 0 / C E M E N T G R O U T / 6 " , 8 " , 1 0 " P I P E O N L Y S E E P L A N F O R S I Z E / A N D F L O W E L E V A T I O N / 3 " T H I C K / C O N C . B O T T O M 1 2 " C R U S H E D L I M E S T O N E N O N S T A N D A R D T R A P P E D D R A I N D E T A I L S C A L E : 1 / 2 " = 1 ' - 0 " M E T R O P O U T A N S T . L O U I S S E W E R D I S T R I C T D E T A I L L I B R A R Y D E S C R I P T I O N N O N S T A N D A R D T R A P P E D Y A R D O R P A R K I N G L O T D R A I N D E T A I L C A T A G O R Y : M H I N L E T T I T L E : T R A P P E D D R A I N D R A W N B Y : C A D D S E C T I O N P L O T S C A L E : 1 / 2 " = 1 ' - 0 " 0 5 / 1 8 / 1 9 9 4 D W G N A M E : M H I N L 0 2 . D W G -STEPS ON NORTH SIDE OF INLET 3/4" _ MORTAR JOINT 1/2" CEMENT MORTAR PLASTER 0 8„ 24" 4'-0" ROWLOCK ARCH 1/2" CEMENT 10" MORTAR PLAS R "-SPRING LINE WAT�: LINE 4'x 4'x 6" STANDARD INLET STONE PRE -CAST CONCRETE UNIT ADJUST TO GRADE WITH BRICK 1/2" CEMENT MORTAR PLASTER 3" } 4" ARCH SEE NOTE "B" 1/2" CEMENT MORTAR 1 -1 2" PLASTER / FLOWLINE- 1' 9"---I FOR 15" PIPE 15" PIPE 1/2" CEMENT MORTAR PLASTER TOP OF MASONRY FOR TRAP MASONRY SUPPORT FOR TRAP EXTENDS 4" ON EACH SIDE OF PIPE BELL WIDTH OF SUPPORT 29-1/2"± FOR 15" PIPE. i NOTE: "B" FLOWLINE OF ALL UPSTREAM PIPES TO BE AT WATER LINE OR ABOVE SPECIAL TRAPPED AREA INLET SCALE: 1/2"=1'-0" METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIAL TRAPPED AREA INLET CATAGORY: MHINLET TITLE: SPEC. TRAPPED INLET DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 05/18/1994 DWG NAME: MHINL03.DWG 481 i ce `�r 2,1_1-z o Do °D M • 1Q(13 (D z o nee, by 41i... p O v o D PRE —CAST Io CONCRETE UNIT o ADJUST TO GRADE 6"MIN.—� � WITH BRICK 14" 7 4• 2" ' QAREow- •'� 1 i/ I � ' �� I 8" MIN STEP _ (TY•) 1 1 � Q /I 1 8 MIN - CLASS "A" CONCRETE #4 0 12" EACH WAY SPECIAL CONCRETE INLET MANHOLE SCALE: 1 /2"=1'-0" NOTE TO DESIGNER: FOR USE AS SHALLOW INLET MANHOLE ON PIPES MANHOLES USING SPECIAL TOP ON DRAWING MHINLO5 OR MHINL06. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CONCRETE INLET MANHOLE CATAGORY: MHINLET TITLE:SPECIAL INLET MANHOLE DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 05/19/1994 DWG NAME: MHINL04.DWG #5 ® 6" BOTH WAYS 8 #5 BARS 36" LONG ON 45' DIAGONAL NEENAH FOUNDRY R-6041 MANHOLE FRAME AND SOLID LID 1 6" I 4' 110" Ji 1 v 0 I- 26" DIA. OPENNING --I CN 42" (SQUARE) 4'-10" SURFACE ELEVATION (569.0) r 3/4" MORTAR BED f I- 6" THICK M.H. WALLS SPECIAL MANHOLE TOP FOR SHALLOW MANHOLES ON PIPES THRU 42" (FOR NON -PAVEMENT AREAS ONLY) METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SQUARE MH TOP FOR SHALLOW MH CATAGORY: TITLE: DRAWN BY: PLOT SCALE: MHINLET SPEC MH TOP #1 P.T.K. 1 /2"=1 ` DWG NAME: MHINLO5 6" 0.C. 2" 0..67 (TYP) #4 C BAR 1'-7" RADIUS 4 1 /2" v. D • 1/4" DIA STEEL LIFTING HOOKS (TYP) V. 0: v.•0 �-:00 iV 0 . p. v � 0 11/2" CLR 0 N 3' - 6" 41/2" SPECIAL MANHOLE TOP SCALE:1 /2"=1'-0" METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIAL MANHOLE TOP FOR MANHOLE CATAGORY: MHINLET TITLE: SPEC. MANHOLE TOP DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" DWG NAME: MHINL06.DWG USE 2 EACH COR-TEN A ANGLE HIGH STRENGTH STEEL (ASTM A-242) L 3 1/2 x3 1/2 x 5/16-41/2IN LENGTH FOR LINTEL SUPPORT BRICKWORK. 4'-0" INLET STONE SILL 8" DETAIL SPECIAL INLET TOP AND SILLS N.T.S. METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIAL INLET - TOP W/ UNEVEN SILLS CATAGORY: MHINLET TITLE: SPECIAL INLET DRAWN BY: A.E.S. PLOT SCALE: 1 /2"=1'-0" 05/20/1994 DWG NAME: MHINLO7 1 1 4! r s L `Pi k. 11 r / i r ■ r r i f r i r i 4 PTII 1 MC AO IPS 1 R y dog 1 fr } METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION TRENCH DRAIN DETAIL SHEET W/ MH CATAGORY: MHINLET TITLE: TRENCH DRAIN DETAILS DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1'-0" DWG NAME: MHINL08.DWG 1 1 1 • $ s L 1 1 1 1 Y 1 1 • 1 —aaK L 1. 1 L '1 1 MM= METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION TRENCH DRAIN DETAIL SHEET w/0 MH CATAGORY: MHINLET TITLE: TRENCH DRAIN NO II DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1'-0" DWG NAME: MHINL09.DWG STANDARD MANHOLE 0 0 I - SURFACE ELEVATION (570.7±) STANDARD C.I. FRAME & COVER r iV 3/4" THICK MORTAR y #5 © 12" 2" CL (TYP) 27" RCP `I. STEP (TYP) � 1 CONNECT Ef. 12" PIPE TO MANHOLE -2" CL-�1 EX.(TYP)( FLOWLINE GROUND LINE 10" THICK CLASS"A" CONCRETE (565.69) -' w I FLOWLINE_-'C. Q d .11 CD (565.19) 3' ' 6" 2" CL 10" THICK CLASS "A" CONCRETE FLOWLINE (562.38) . . 1 3" CL . • #5CD12" EX 24" RCP /\ #5 © 12" SHAPE INVERT PLAN VIEW REINFORCED CONCRETE MANHOLE SCALE: 1/2" = 1'-0" METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION REINFORCED CONC. DROP MH CATAGORY: MHINLET TITLE: DROP STORM MH DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1' DWG NAME: MHINL10.DWG #5 © 6" BOTH WAYS 8 #5 BARS 36" LONG ON 45' DIAGONAL 4'-10" i SURFACE ELEVATION (569.0) STANDARD C.I. FRAME & COVER �. 6" 4'-10" a I 7" I t 3/4" MORTAR BED } U RN DIA. 26 1/2" MIN. - 42" (SQUARE) - 8" THICK M.H. WALLS SPECIAL MANHOLE TOP FOR SHALLOW MANHOLES ON PIPES THRU 42" (FOR NON -PAVEMENT AREAS ONLY) METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SQUARE MH TOP #2 FOR SHALLOW MH CATAGORY: TITLE: DRAWN BY: PLOT SCALE: MHINLET SPEC MH TOP #2 P. T.K. 1 /2"=1 ` 06/08/1994 DWG NAME: MHINL11 1/2" MIN. CEMENT MORTAR (ALL BRICK STRUCTURES) 8" DOUBLE ROWLOCK NOTE 1: INSIDE OF BRICK MANHOLES TO BE PLASTERED WITH 1-3 MIX MORTAR TO TOP OF PIPE,1/2"MIN. NOTE 2: MANHOLE STEPS UNIFORMLY SPACED AT 16"c-c,PLACE STEPS ON UNOBSTRUCTED WALL. MANHOLE ID O= IN ANGLE DEGREES xxx xxx xxx xxx xxx xxx xxx xxx xxx xxx * INCOMING PIPE IS 30" IN DIAMETER z CO T A 42" R.0 (OUTGO H 8" H- 42"-H 8" 4 1/2" �16» 0 / SEE N FLOWLINE SECTION E—E E ,nllll III III IIIIIIIIIII'IIIIIII ��A Ar D 0 oCe Fo Ni-. Z Q IYw N SHAPED INVERT CLASS "A" CONCRETE i E SECTION A —A SPECIAL MANHOLE ON 42' PIPE SCALE:1 /2"=1'-0" q. Cr INVERT SHELF METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIAL MANHOLE ON 42" PIPE CATAGORY: MHINLET TITLE: SPECIAL MANHOLE DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" DWG NAME: MHINL12.DWG A 60" R.C.P. 10"I I (TYP.) � I "ix. 5'-0" 10" E EX. 4'W.x3'H. BOX PLAN MANHOLE STEPS UNIFORMLY SPACED AT 16" C-C /4 HOOK TOP SLAB N I " I 10" 60" R.CP. FL 549.80 6'-8" ■■■■■■■■■■■ ■..■■■■■■■■ ■■■■■■■.■■■ ■■■■■■■.■■■ ■■■■.■■■■■■ ■■.■,.,■■■III, ME••F:IMME• OEN' `EMU M O W 20 1/2" , P 11 WEEL MEN ■■IMINVAN■■■ N 0 #5 BARS 0 6" EACH WAY N SEE DETAIL FOR DIAGONAL REINFORCEMENT PRECAST CONCRETE INLET COVER SEE SHEET 43 OF MSD'S "STANDARD DETAILS OF SEWER CONSTRUCTION" FOR OPENING DETAILS. TOP SLAB TOP ELEV. 561.00 #506" FL 556.55-.,\ 2" C44 (TYP•) #506. (ALL WALLS) {4 HOOK EX. 4'W x 3'H BOX 10" (TYP #4012" (ALL WALLS) �tgp12" (ALL WALLS) INVERT FILLED W/ CONCRETE TO FLOWLJNE \\r\---4"HOOK(ALL WALLS) `/4p7" SECI10N A -A REINFORCED CONCRETE DROP STRUCTURE #1 SCALE: 1/2"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION REINFORCED CONCRETE DROP STRUCTURE CATAGORY: TITLE: DRAWN BY: PLOT SCALE: MHINLET DROP STRUC. CADD SECTION 1 /2"= V - O" DWG NAME: MHINL13.DWG 6'-6" 9" 2.5" A 5' r6 9" .5" 7 12" A 0 iV STEP BARS L.._B 7-#4 BARS PLAN GRATE AND BEARING PLATE 9" m CONSTRUCTION JOINT #6 BAR S 012` CTRS. m UI EX 24' RCP 544.1—EX FL OF 0.D2 FT INVERT SHAPING 7—#4 BARS EQUAL SPACES SECTION A -A O 24" RCP (TO BE N VERIFIED IN FIELD AND I ADJUSTED ACCORDINGLY)m SPECIAL GRATE INLET SCALE:1/2"=1'-0" GRATE AND BEARING PLATE 0 3—#4 BARS SECTION B-B CONSTRUCTION JOINT METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIAL ANGLE GRATE INLET CATAGORY: MHINLET TITLE: SPEC. GRATE INLET DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" DESCRIPTION DWG NAME: MHINL14.DWG 8" 5'-10" • ,r ■,•. ■■I #4 BARS AT 7' CTR BOTTOM II■ ■' ■ ■ �I■ 1 ■■I „ + II■ ■ ■■ ■l tL ■ 807MM SLAB STD. CAST IRON MANHOLE FRAME CONSTRUCTION JOINT— i,,, • I 0 0 T FL 542.88 { a N I _ 13 /4" /2 I 1 111 I � 1 I Ilk NCI MI; n I All CONSTRUCTION JOINT NOTE: CUT HORIZONTAL BARS AND BEND HORIZONTAL AND VERTICAL BARS AROUND PIPES iii #5 BARS 1' MIN EX 42" PIPE AFL 549.77 A 12" FOUL WATER DROP /6 BARS MVERT SHAPING wl '#4 BARS 0 7"CTR SECTION A -A SPECIAL MANHOLE #27 SCALE:1/2"=1'-0" TOP SLAB SECIION B-8 42" PIPE 1 42" PIPE BARS 0 7" CTR BOTTOM PLAN #5 BARS 8" THICK BRICK PARTIAL BULKHEAD 8" J PARTIAL BULKHEAD INSIDE 12" DROP METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIAL MANHOLE-3 WAY 42" PIPE CATAGORY: MHINLET TITLE: SPECIAL MANHOLE DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1' DWG NAME: MHINL15.DWG A A •• o op o V< op D Vo o-- CONCRETE op SIDE ALK pc isl op D V0 op •o op . o V0 •o op Vo °D 0.75" D J L 16" STEPS O.C. (START BELOW SILL) N / J V0 5 D •o op 10" 3'-3" 10" 3'-3" 10" 4'-6" 4'-6" STANDARD INLET STONES STANDARD MSD INLET COVER to Co Co STANDARD SILL #5.5 0 12: D DL �t700 STANDARD MSD INLET COVER Oo o , o A O DD o V0 0 - D o Q 15 D timigCm) D /0 DD 'It 06" STEPS 16" 0 C i CO A D. -A up /o pp /o commiq p/ o D o `/ O op C> - MSD STD. INLET STONE SET ON 3/4" MORTOR BED o V0. o VO o Vo o V0 o Vo p p P p I> P p o np/o by /0 pp/o bp/o D 2'-8" 10" 3'-3" 4'-1" 10" 9'-0" 4'-11" CONCRETE BOX CULVERT TOP SLAB(SEE DETAIL FOR EXTRA REINFORCING AROUND OPENING) SPECIAL INLET #7 SCALE: 1 /2"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIAL DOUBLE MANHOLE INLET CATAGORY: TITLE: DRAWN BY: PLOT SCALE: MHINLET DOUBLE INLET (1) CADD SECTION—P.L.B. 1 /2"=1'-0" dwgdate DWG NAME: MHINL16.DWG J OUTFALL " MIN. REINFORCED CONC WALLS* FLOWLINE co z 0 W H- H- W < Z_ 0 6" MIN. CONTINUOUS BAFFLE 7— CROSS —SECTIONAL AREA MIN.=AREA OF INCOMING PIPE " CRUSHED LIMESTONE BASE INFLOW, *THE REINFORCED CONCRETE WALL THICKNESS AND REINFORCEMENT SHALL BE DESIGNED FOR EACH STRUCTURE BASED ON ITS SIZE AND DEPTH. SHOP DRAWINGS MUST BE SUBMITTED TO MSD FOR REVIEW AND APPROVAL. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION TRAPPED STRUCTURE FOR PIPES GREATER THAN 18" CATAGORY: MHINLET TITLE: LARGE TRAPPED INLET DRAWN BY: CADD SECTION PLOT SCALE: 3/8"=1'-0" DWG NAME: LARGE TRAPPED INLET n EXISTING MANHOLE I. 7 EXISTING MH SHELF P REPAIR WALL emzza C EXISTING GRADE FERNCO FITTING WITH DUCTILE IRON PIPE CONCRETE COLLAR 5% MAX SLOPE 1' lO a.v ' 0'O 2" STEEL STRAPS - - WELDED TO CASING 3' SPACING FLOWABLE FILL O. gd�Oo.�pir.0 o7po 0.�s p �e•p I P a o.o p d ;� a I a 48" DIAMETER STEEL CASING (ASTM 252, CLASS 3) CONCRETE FILL FOR SUPPORT 90' LONG RADIUS ELBOW HAND TUNNEL AND BREAK THROUGH MANHOLE ELEVATION METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CONNECTION TO EXISTING SANITARY MH (ALTERNATE METHOD) CATAGORY: MHINLET TITLE: OUTSIDE DROP (ALT.) DRAWN BY: CADD SECTION PLOT SCALE: 3/8"=1'-0" 05/11 /2009 DWG NAME: MHINL18.DWG MSD STANDARD C.I. FRAME & COVER PRECAST SHORT TOP (KLUETER BROS. OR APPROVED EQUAL) PRECAST BOTTOM STEEL REINFORCEMENT PER ASTM C478-09 al 0 4 e a d a 25-1 /2"0 a a• a ( d a• a a L 7" 15" 4 d 42" a a a.' 4 a a a VARIES a• .4. a a a A 44 4 .a 4 6" a a d 4 a 4 a 4 METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION 42" PRECAST MH FOR SHALLOW APPLICATIONS CATAGORY: MHINLET TITLE: 42" SHORT TOP MH DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1'-0" DWG NAME: 42 in. SHORT TOP MH.dwg MSD STANDARD C.I. FRAME (Sc COVER PRECAST SHORT TOP (KLUETER BROS. OR APPROVED EQUAL) 7 4 4 4 4 4 f 8" 25-1 /2"0 / / 7" d 4 A 4 A 4 5,, A PRECAST BOTTOM Q as STEEL REINFORCEMENT PER ASTM C478-09 4 A 4 4 48" 4 A 4 4 15" VARIES 4 A 4.. A 4 a4. A A . C 4 A 4 4 .4 4 . 6" 4- 4 a A A 4 a METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION 48" PRECAST MH FOR SHALLOW APPLICATIONS CATAGORY: MHINLET TITLE: 48" SHORT TOP MH DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1'-0" DWG NAME: 48 in. SHORT TOP MH.dwg MANHOLE STEPS @ 16" 0.C. RUBBER GASKET JOINT CUT OPENING INTO EXISTING SEWER (24" MINIMUM) 6" MINIMUM 12" MIN. #5 @ 12" #5 @ 12"C EXISTING BRICK SEWER SHOTCRETE ENTIRE DIAMETER OF PIPE 2 INCHES THICK TO FILL IN BRICK JOINTS - SEE NOTE 2. DIAMETER SEE NOTE 3. PRECAST CONCRETE RISER SECTIONS KEYWAY GROUT CONCRETE COLLAR SEE NOTE 1. 2" CLR.(TYP) SFRINGLINE 12" MIN. BOTTOM 1/4 OF SHOTCRETING CAN BE WAIVED IF EXCESSIVE SEWER FLOWS ARE OCCURING. NOTES : 1. ALL CONCRETE SHALL BE MSD CLASS A. 2. SHOTCRETE TO BE INSTALLED PRIOR TO CONCRETE COLLAR CONSTRUCTION. 3. 48", 60", OR 72" SIZED FOR MANHOLE WALLS TO STRADDLE THE BRICK SEWER. 4. PRIOR TO START OF CONSTRUCTION OF THE PROJECT, SHOP DRAWINGS OF THE STRUCTURE, INCLUDING THE CONCRETE MIX DESIGN SHALL BE SUBMITTED TO MSD FOR APPROVAL. SECTION SHEET 1 OF 2 METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION MANHOLE CONSTRUCTED OVER EXISTING BRICK EGG SEWER CATAGORY: MHINLET TITLE: MH OVER BRK. SEWER DRAWN BY: CADD SECTION PLOT SCALE: 3/8"=1'-0" 11 /03/2011 DWG NAME: MHINL19 OUTSIDE WALL OF BRICK SEWER CONCRETE COLLAR MANHOLE STEPS ® 16" O.C. FRAME & COVER (MSD STD. SHEETS 52 & 53) 2' MIN. SHOTCRETE 6" MIN 2' MIN. PLAN CAREFULLY REMOVE EXISTING BRICK TO PROVIDE FOR A FULL OPENING. NO LOOSE BRICK OR DEBRIS TO BE LEFT IN SEWER. 6" MIN. OPENING THRU SLAB (24" MINIMUM) SHOTCRETE EXISTING BRICK SEWER SHEET 2 OF 2 METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION MANHOLE CONSTRUCTED OVER EXISTING BRICK EGG SEWER CATAGORY: MHINLET TITLE: MH OVER BRK. SEWER DRAWN BY: CADD SECTION PLOT SCALE: 3/8"=1'-0" 11 /03/2011 DWG NAME: MHINL19 * ADJUST TO GRADE WITH APPROVED GRADE RING. IF THE TOTAL HEIGHT OF ADJUSTMENT IS 6 INCHES OF MORE, A MAXIMUM OF TWO (2) GRADE RINGS IS ALLOWED. x PRESS —FIT STEPS 12" O.C. FINISH GRADE "7—CL MANHOLE M.S.D. STANDARD MANHOLE FRAME AND COVER WITH OPTIONAL LOCKING LID. EXTRA HEAVY DUTY OFFSET EXIST. BRICK LAYERS TO REMAIN 26 1/2" D IIA. VARIES PROPOSED 3'-6" (HIGH) ECCENTRIC BRICK CONE SEE NOTE 2. THIS SHEET REMOVE EXIST. TOP —SLAB --�3/4" MORTAR JOINT NOTES: pp_ o 0 • p • 1. STANDARD DETAILS OF SEWER CONSTRUCTION SHALL BE FOLLOWED USING THE GREEN BOOK "STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWER AND DRAINAGE FACILITIES 2009" PUBLISHED BY THE METROPOLITAN ST. LOUIS SEWER DISTRICT. 2. INSTALL CLAY SEWER BRICK 8,500 p.s.i. WITH TYPE 'S' MORTAR. 4'> .'0 i> • o. 4 o D EXIST. BRICK LAYERS TO REMAIN EXIST. MANHOLE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION: ECCENTRIC TOP MANHOLE CONVERSION CATAGORY: MHINLET TITLE: ECCENTRIC TOP ON BRICK MANHOLE DRAWN BY: R.G.W. PLOT SCALE: 1 /2"=1' 05/16/2012 DWG NAME: ECCENTRIC TOP BRICK MH 0 CO03 f0 :3W\IN OMG OM0 LOlWnd SONIGNf al 133211S 1V SalV2I dVOIQNVH NOIld12i3S34 6" VERTICAL CURB \_CON CRETE SIDEWALK 1' WARPED PLANE RAMP SLOPE 12:1 B TYPICAL PLAN N.T.S. 4' RAMP 1' WARPED PLANE BACKOFOS IDSIDEWALKT iTOP OF CURB 6" 1 /2" BULLNOSE — GUTTER ELEVATION SECTION B-B N.T.S. 1 /2" EXPAN. JOINT CONC SIDEWALK N } 6" VERTICAL CURB TYPICAL PLAN N.T.S. ARPEDD PLAPNE 4' RAMP •PLANE 5'-6'' 5'-6" 12:1 MAX A _ SLOPE RAMP 12:1 MAX. TOP OF SIDEWALK AT r BACK OF SIDEWALK tl 6" 12:1 MAX 1 /2" BULLNOSE- — GUTTER ELEVATION SECTION A -A N.T.S. HANDICAP RAMP DETAIL FOR 6" CURB TYPE "X" ASPHALTIC CONCRETE TYPE "C" ASPHALTIC CONCRETE PREPARED SUBGRADE REQUIRED CRUSHED LIMESTONE BASE A$PHALT1C CONCRETE (TYPICAL SECTION) NOT TO SCALE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION TYPICAL SECTION -ASPHALTIC CONCRETE PAVEMENT CATAGORY: PAVEMENT TITLE: TYPICAL SECTION(Asph—Conc) DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1' 06/01/1994 DWG NAME: PVMT02.DWG / 5 1/2" 3/4"R. CONCRETE --\ I �3• a . 2" �10" 3 I• •d15" • 2" TYPE "C" ASPHALT CONCRETE SLOPE 0.02'/ft. a 7 io O C2Do O _ CD o (Do OCR Cjon Oo� OO�OoO� o0o 2'-6" f0 6" TYPE "X" ASPHALT CONCRETE 6" WELL COMPACTED CRUSHED LIMESTONE ROLLED CURB de ASPHALT PAVEMENT SCALE: 1" = 1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION ROLLED CURB AND ASPHALT PAVEMENT CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PAVEMENT ROLLED CURB JLG 1 "=1' 05/19/1994 DWG NAME: PVMT03 4" 8" CURB 1 ff ONE LAYER 6x6 6/6 ' • WELDED WIRE FABRIC #4 CAD 18" -1--) 6" _L_ (-- 24" -I 22" CURB CROSS SECTION METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION HIGH VERTICAL CURB CROSS SECTION CATAGORY: PAVEMENT TITLE: HIGH VERT. CURB DRAWN BY: JLG PLOT SCALE: 1"=1' 06/01/1994 DWG NAME: PVMT04 CLASS-2 "0" RING 72" R.C.P. PRECAST BULKHEAD SCALE: 1/2"=1'-0" METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION PRECAST BULKHEAD WITH 12" D.I.P. CATAGORY: PIPES TITLE: PRECAST BULKHEAD DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" 05/19/1994 DWG NAME: PIPES01.DWG NOTES: 1. A MASTER TRAP IS REQUIRED FOR EACH BUILDING LATERAL. 2. THE MASTER TRAP SHALL BE LOCATED APPROXIMATELY 5 FEET OUTSIDE THE BUILDING FOUNDATION UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 6" TO MAIN SEWER 6" MIN. 6-1/2" NIPPLE (PLAIN END) 6" TEE 6"- 45' BEND 6"-45' BEND / RISER TO GRADE WITH VENT COVER 6" FROM HOUSE , 8 2" MIN. t 6"-90° ELL (PLAIN END) MASTER TRAP DETAIL NOT TO SCALE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION MASTER TRAP DETAIL CATAGORY: PIPES TITLE: MASTER TRAP DRAWN BY: AES PLOT SCALE: 1 "=1' 06/01/1994 DWG NAME: PIPES02 LINE OF ACTUAL EXCAVATION TO LINE OF ACTUAL EXCAVATION OR TRENCH BRACING OUTSIDE OF PIPE BELL OUTSIDE OF PIPE BARREL CAREFULLY CONSOLIDATE BEDDING MATERIAL BETWEEN SPRING LINE AND FLOW LINE BY AN APPROVED METHOD LINE OF ACTUAL EXCAVATION "MINIMUM TRENCH WIDTH" PIPE OUTSIDE DIAMETER PLUS 18" PAYLINE WIDTH "W" r SEE TABLE NO. 1 PROVIDE BELL HOLES AT EACH JOINT COMPACTED CRUSHED LIMESTONE AND SCREENINGS (MSD 3 - BACKFILL MATERIAL) \ .\ BLOCKING OF PIPE NOT PERMITTED NOTES 1. CHECK GRADE OF PIPE AFTER COMPACTION TO INSURE THE DESIRED FLOWLINE HAS NOT CHANGED. 2. DURING JETTING PROCESS, NOZZLE SHALL NOT BE INSERTED CLOSER THAN TWO FEET FROM TOP OF PIPE. 3. ANY TRENCH BRACING USED BELOW THE TOP OF PIPE SHALL BE LEFT IN PLACE. PAYLINE FOR "C" EXCAVATION 4"MIN. (*) * IN HIGHLY ORGANIC OR OPENLY FLOWING SOILS, THIS DEPTH SHALL BE INCREASED AS REQUIRED BY THE DISTRICT. 4. FOR INSTALLATIONS IN HIGHLY ORGANIC OR OPENLY FLOWING SOILS, THE ENTIRE PERIMETER OF THE PIPE BEDDING SHALL BE WRAPPED WITH AN APPROVED FILTER FABRIC, OR THE "MINIMUM TRENCH WIDTH" SHALL BE EXPANDED BY INCREASING THE DISTANCE BETWEEN THE SIDE OF THE PIPE AND THE LINE OF ACTUAL EXCAVATION OR TRENCH BRACING TO A MINIMUM OF ONE PIPE DIAMETER. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION PIPE BEDDING FOR FLEXIBLE PIPE-18"-48" DIA. CATAGORY: PIPES TI TLE: BEDDING FOR FLEX PIPE DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1' 05/19/1994 DWG NAME: PIPESO4.DWG LINE OF ACTUAL EXCAVATION OUTSIDE OF PIPE BELL OUTSIDE OF PIPE BARREL CAREFULLY COMPACT BEDDING MATERIAL. (SEE NOTE 3) LINE OF ACTUAL EXCAVATION 12" SUBGRADE REPLACEMENT (MSD 2 - BACKFILL MATERIAL 05/19/1994 7 PAYLINE WIDTH "W" CCI SEE TABLE NO. 1 MSD STANDARD CONSTRUCTION SPECIFICATIONS COMPACTED CRUSHED LIMESTONE AND SCREENINGS i (MSD 2 - BACKFILL MATERIAL) A1P f#1).1 PROVIDE BELL HOLES AT EACH JOINT 6" OVERLAP PAYLINE FOR CLASS "C" EXCAVATION 4" GEOFABRIC MIRAFI 140N OR APPROVED EQUAL. BLOCKING OF PIPE NOT PERMITTED NOTES 1. CHECK GRADE OF PIPE AFTER COMPACTION TO INSURE THE DESIRED FLOWLINE HAS NOT CHANGED. 2. ANY TRENCH BRACING USED BELOW THE TOP OF PIPE SHALL BE LEFT IN PLACE. 3. BEDDING SHALL BE COMPACTED WITH HAND OPERATED VIBRATORY COMPACTORS OR SIMILAR EQUIPMENT. JETTING OF BEDDING WILL NOT BE ALLOWED. SPECIAL PIPE BEDDING DETAIL N.T.S. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIAL PIPE BEDDING DETAIL CATAGORY: PIPES TITLE: SPECIAL BEDDING DRAWN BY: JLG PLOT SCALE: 1 "=1' 05/19/1994 DWG NAME: PIPES05 8" DIA. (PERFORATED) PIPE 30' 30' 30' 30' 60' HORZ. 1/2" DIA. HOLES TO BE PLACED ON THE BOTTOM 120' SECTION THRU 8N DIA. PERFORATED PIPE "NEENAH" R-1973—A OR EQUAL CAST IRON FRAME do COVER 18" MIN. 8" RISER PIPE 6" MIN. (TYP.) GRANULAR BACKFILL N.T.S. 5'W. TEMPORARY 5'W. TEMPORARY CONSTRUCTION UCENSE 1 CONTINUOUS POROUS PIPE BEDDING (CONFORMING TO MS0-1 BEDDING STD. SPEC. PART 2, SEC. 10) CONSTRUCTION UCENSE 3'-0" 18" 18" NEW 14" 14" IL ELEV. VARIES WITH PROFILE 4 NONWOVEN GEOTEXTILE FABRIC WITH A 18"MIN. LAP. FINISHED GRADE 6" 8"-1/8 BENDS 8" PERFORATED PIPE CLEANOUT DETAIL 8" DIA. (PERFORATED) PIPE SODDED SWALE - TYPICAL SECTION N.T.S. N.T.S. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CLEAN OUT WITH PERFORATED PIPE CATAGORY: PIPES TITLE: CLEAN OUT DRAWN BY: AES PLOT SCALE: 1"=3' 05/19/1994 DWG NAME: PIPEO6 =11=III= 1111= 11111 MIRADRAIN 5000 (OR APPROVED EQUAL) III BACKFILL WITH 1" \ MINUS CREEK GRAVEL \` FILTER FABRIC 6" PERFORATED PIPE A.S.T.M. F405 N III III III II IIIII III UNDERDRAIN N.T.S. EXISTING SOIL METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION PIPE UNDERDRAIN CATAGORY: PIPES TITLE: UNDERDRAIN DRAWN BY: CADD SECTION PLOT SCALE: 1 /2"=1'-0" DWG NAME: PIPES07.DWG SPRINGLINE NOTES: ��y /�\/\ \/\/ / , 1 TO 3 CEMENT,� •\/k TO SAND S\S/ MORTAR MIX En al sK I� PLACE SHOTCRETE ON INSIDE OF PIPE AT A MINIMAL THICKNESS TO FILL IN BRICK JOINTS /\ /\ I 1 /\/. \/, \/,\/ , \\/\ 12" MIN. /S CONCRETE COLLAR W/ STEEL REINFORCING 6 MIN. CLASS "A" CONCRETE 2"MIN• 8" MAX. PIPE DIA. NEW SEWI 5% MPX' PIPE SLOPE SPRINGLINE NO CORING BELOW THE SPRINGLINE CORE DRILL EXISTING BRICK SEWER AFTER CONCRETE COLLAR AND SHOTCRETE ARE PLACED EXISTING BRICK PIPE z CO #5 TOP AND BOTTOM CONCRETE COLLAR 1) SHOTCRETE SHALL BE PLACED ON THE INSIDE OF THE PIPE PRIOR TO CONCRETE COLLAR. SHOTCRETE SHALL EXTEND 2 FEET BEYOND THE LIMITS OF THE NEW PIPE. 2) THE REINFORCED CONCRETE COLLAR SHALL BE PLACED PRIOR TO CORE DRILLING. A MINIMUM OF 1 FOOT BEYOND NEW PIPE. 3) 4) CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO MSD PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REBUILD ANY PORTION OF BRICK SEWER THAT IS DAMAGED DURING CONSTRUCTION. METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CONNECTION TO LARGE EGG -SHAPED SEWERS CATAGORY: PIPE TITLE: SEWER CONNECTION DRAWN BY: CADD SECTION PLOT SCALE: N.T.S. 07/18/2012 DWG NAME: PIPES 08 #7012' T&B, E.W. OPENING WIDTH (VARIES) TOP ACCESS OPENING REPAIR DETAIL NOT TO SCALE ABBREVIATION LEGEND: ACI - AMERICAN CONCRETE INSTITUTE C.I.P. - CAST--IN-PLACE CL - CLEAR EA - EACH EXIST. - EXISTING MIN. - MINIMUM O.C. - ON CENTER PSI - POUNDS PER SQUARE INCH R - RADIUS STD. - STANDARD TYP. - TYPICAL U.N.O. - UNLESS NOTED OTHERWISE REPLACE W/ CONC. TO MATCH EXIST. LIMESTONE THICK. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION CATAGORY: MASONRY SEWER REHAB TITLE: REPAIR ACCESS DRAWN BY: J.M.G. PLOT SCALE: NOT TO SCALE DWG NAME: PAPDETAILI.DWC 2' SHOTCRETE 3 SECTION THROUGH NON-STRUCTURAL REHABILITATION NOT TO SCALE 10' SHOTCRETE PLAN AT SHOTCRETE TRANSITION NOT TO SCALE N ye ODNEL 0 2'—O" D C. DRILL & EPDXY GROUT Ns DOWELS O 2'-0- 0.C. DRILL & EPDXY GROUT ':[TYP. $PRINCA JNE • DETAIL 2 NOT TO SCALE 4X4-04 X 04 R&LDEO HIRE FABRIC CENTERED IN SHOTCRETE SHOTCRETE — 2' MIN. THICKNESS SHOTCRETE: 10' 1114 THICKNESS 0 BASE OF WALL TAPERED TO 2' MIH. THICKNESS 0 SPRINOUNE 14 DOWEL W/STD HOOK DRILL & EPDXY GROUT O 24- 0.C. ISO I D" O.C. 04 0 N" D.C. ABBREVIATION LEGEND: AO — A1IAERICAN CONCRETE INSTITUTE C.I.P. — CAST —IN —PLACE CL — CLEAR EA — EACH EIDST. — EXISTING MIN. — MINIMUM O.C. — ON CENTER PSI — POUNDS PER SQUARE INCH R — RADIUS 5T0. — STANDARD TYPICAL U.N.O. — UNLESS NOTED OTHERWISE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIHARY DESCRIPTION CATAGORY: MASONRY SEWER REHAB TITLE: NON-STRUCTURAL SHOTCRETE DRAWN BY: J.M.G. PLOT SCALE: NOT TO SCALE DWG NAME: PAPDETAIL2.DWG STEEL REINFORCING el --------- E)...... 1..::.'..::.=:.7--....:... 1 L SECTION THROUGH _STRUCTURAL REHABILITATION NOT TO SCALE ... ...so. max< t4 DOwEL w/sTD. Nook - SP. NOT TO EXCEED 2.-0" RADIALLY & LONGITUDINALLY, DRILL & EPDXY GROUT ( BELOW SPRING- uNt (TIP.)] CL SPRINGUNE AO STD. go' HOOK SHOTCRETE - 2" CL MIX. THICKNESS p. 12" O.C. EA. FACE g 4 0 12" 0.C. EA. FACE #5. DOWLS 0 2.-0" O.C. 03 DOWELS • 2.-0" POINT OF TRANSITION CP CONC. INVERT - 6" MIN THICKNESS ..111.WAX*- 8140M1 15 0 12" D.C. 111 r 0.C. DETAIL 1 HOT TO SCALE AOEIREVIAT1ON LEGEND: ACI - AmERICAN CONCRETE INSTITUTE C.I.P. - CAST -IN -PLACE CI_ - CLEAR EA - EACH EXIST. - EXISTING MIN. - MINIMUM - ON CENTER PSI - POUNDS PER SQUARE XCII R - RADIUS STD. - STANOARD Tr?. - TYPICAL U.N.O. - UNLESS NOTED OTHERWISE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBAF?Y DESCRIPTION CATAGORY: TITLE: DRAWN BY: PLOT SCALE: MASONRY SEWER REHAB STRUCTURAL SHOTCRETE J.M.G. NOT TO SCALE DWG NAME: PAPDETAIL3.DWG THRUST BLOCK DIMENSIONS (INCHES) SIZE ALL 90' BEND 45' BEND 2234 BEND 1114 BEND D A B C H C H C H C H 10" 37 10 74 37 55 27 40 20 35 15 10 "DIP. -11 I. o fir..,,,• .1�\ 11: s �=1 1 _I-1 I "11=II=II=II=II=II=II=II�11.m` VIA. STAINLESS STEEL ANCHOR TIE RODS WITH STAINLESS STEEL WEDGES 22}"q BEND 10" MIN. UNDISTURBED SOIL VERTICAL UPWARD THRUST BLOat FOR 221k BEND SCALE: 1/2" -1'-O" VDIA. STAINLESS STEEL ANCHOR liE RODS 1MTH STAINLESS STEEL WEDGES VERTICAL UPWARD THRUST BLOCK FOR 45' BEND SCALE: 1/2" 6 0 rn • 1: ■ Mb ma • 8 I - METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION THRUST BLOCK DETAILS CATAGORY: PUMPS & FORCE MAINS TITLE: THRUST BLOCKS DRAWN BY: JLG PLOT SCALE: 1 /2"=1' 05/18/1994 DWG NAME: PUMPO1 I AV 0M0 COMBINATION AIR & VACUUM MANHOLE HW wnnOVA SNIVW 30d03 SdWfld :Ae:JOOv1v0 3'-0" MP) V.. e "V0 \ /\\/ /\\\/. o . /i /. /A /. v 4�A 2'-6" x 2'-6" BILCO TYPE J-2AL ALUM. DOOR / WITH H20 LOADING, CAST INTO TOP 2" INLET & 2" OUTLET SINGLE BODY SEWAGE SERVICE COM— BINATION AIR VALVE WITH BACK FLUSHING ATTACHMENTS 2" GATE VALVE 2"X4" REDUCING FLANGE RESTRAINING HARNESS — 4" M.J. TO FLANGE ADAPTOR V00 °0 60" I.D. MANHOLE vo°v6 'V v?° v0 V. Q°O V V° V aJ o8°� CA a°A a, o FORCE MAIN O " X 4" M . J. TE E ----- 2"X4" REDUCING FLANGE -Oa v V ° 9 ° ° E�'•—,—cam a°ap : �a ,a aa °a a. GRANULAR FILL TO OP OF ARCH COMBINATION AIR AND VACUUM VALVE MANHOLES SCALE : 1/2" =1 ' METER BOX FRAME & COVER WITH METER BOX COVER ADAPTER RINGS. 36" x 36" METER BOX 12" MIN. 12" MIN. ELAbl. N.T.S. GA INDUSTRIES — FIG. 960 COMBINATION AIR VALVE r2" PVC SCHEDULE 40 c,, 0 ,,, —,, 0 •CD 0 CLEAN RIVER GRAVEL c,C2) 0 _0 0 CD 6=8 6 (Dc--- (S.--8--) 2-7_Pcz,CDC_Dcx•-•'6='-' cD <=rC.D 0 (-----> CD .......-i <=,, (-3- (• ,,, --] . cp Q.) c--> ci ---,,, • 00 0 r_•_.-) ---- c.:32, ,'-<5--. c,„ (---) c, 0 CD C3c..:D2.., CRUSHED LIMESTONE c:::--> , c---=>__ cp r-, cm <=1> CD 0 c-----,C) (:)- CD •••••••> CD ----, —0CD => 0Cm. '.-7.---.',' ---- =->=.› t---) 0 c.2 •-i---, (.._.....J 0 => 0._..:;'(-,' AIR RELEASE VALVE CHAMBER N.T.S. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION DETAIL OF CHAMBER CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PUMPS/FORCE MAINS AIR RELEASE RMN 1"=1' DWG NAME: PUMPO3 FINISHED GRADE NEENAH R-1960 —B rMANHOLE FRAME & COVER 0 6 v o o V� v 0 o •11 6 0 oP `2" SHEET STYROFOAM INSULATION 00 2" GALVANIZED VACUUM INTAKE BACKFLUSHING CONNECTION 2" GATE VALVE 80" DIA PRECAST CONCRETE MANHOLE do 6 0 0 v0 TOP BACKFLUSHING UNE MANHOLE STEPS 18" C.C. 2" INLET & 2" OUTLET SINGLE BODY SEWAGE SERVICE COMBINATION MR VALVE WITH FLUSHING ATTACHMENTS 0 CLOW BRASS SADDLE 6"o 2" IPS STYLE 3408 SERVICE SADDOLE OR APPROVED EQUAL sgA C 6 0 OP 60 2'-0" (TYP) RUSHED LIMESTONE BASE & FILL PLAN NOTES 1. COMBINATION MR VALVE SHALL BE AS MANUFACTURED BY GA INDUSTRIES, INC. MARS, PA., THOR FIGURE NO. 942 (FORMERLY FIGURE NO. SCAVE), OR APPROVED EQUAL) 2. SEE ASTM C-47B FOR MIN. STEEL REQUIREMENTS. SECTION B—B COMBINATION MR VALVE AND MANHOLE n.t.s. B 2" COMBINATION AR VALVE NOTE: FOR TOP, FLOWLINE ELEVATIONS & LOCATION. SEE PLAN & PROFILE. METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION COMBINATION AIR VALVE AND MANHOLE CATAGORY: PUMPS & FORCE MAINS TITLE: AIR VALVE MH DRAWN BY: JLG PLOT SCALE: 1 /2"=1' 05/18/1994 DWG NAME: PUMPO4 A NOTE: FOR 1 DROP PIPE ONLY SECTION C—C 2" INLET de 2" OUTLET SINGLE BODY SEWAGE SERVICE COMBINATION AIR VALVE WITH BACK FLUSHING ATTACHEMENTS 2" GATE VALVE DUCTILE BUND FLANGE WITH A TAP FOR A 2" IPS 6" TEE 3/4" STAINLESS STEEL CLAMP. MIN. 2 CLAMP MAX. 5' SPACING. 8" Do Do • NOTES: 1. COMBINATION AIR VALVE SHALL BE AS MANUFACTURED BY GA INDUSTRIES, INC. MARS, PA, THEIR FIGURE NO. 942 (FORMERLY FIGURE NO. SCAVE , OR APPROVED EQUAL SEE DETAIL A SHEET 31 FOR ATTACHMENTS. 2. ALL JOINTS WITHIN MANHOLE TO BE FLANGED JOINTS. 6" PIPE "FLARED —LEG BRACK—IT" — (D021 OR EQUAL) ATTACHED WITH 3/8" D.-3" STAINLESS STEEL BOLT WITH APPROVED ANCHOR. IF EXCAVATED SPACE OUTSIDE OF MANHOLE WALL EXCEEDS 1 FOOT, ENCASE SEWER PIPE WITH CLASS "A" CONCRETE AND REINFORCE WITH 4—#4 BARS FOR LENGTH OF ENCASEMENT. SEE DETAIL "A" LINE OF ACTUAL EXCAVATION COMPACTED CRUSHED LIMESTONE Do v v D APPROVED PATENTED COMPRESSION TYPE JOINT FOR PRE —CAST MANHOLE. DETAIL "A" SECTION A —A SECTION B—B MANHOLE FRAME AND COVER FORCE MAIN DISCHARGE WITH AIR VALVE n.t.s. 6" D.I.P. PIPE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION FORCE MAIN DISCHARGE W/ AIR VALVECOMBINATION AIR & VAC CATAGORY: PUMPS & FORCE MAINS TITLE: F M DISCHARGE DRAWN BY: JLG PLOT SCALE: 3/8"=1'-0" JUM MANHOLE 06/06/1994 DWG NAME: PUMPO5 ANTENNA HEIGHT DETERMINED BY MOTOROLA O 0 w 0 N NMI GROUND LINE P .01 ,› ,„ 0 FIBERGLASS POLE (24' MIN) O f CONCRETE BASE 1'-6" ANTENNA POLE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION ANTENNA POLE SPECIFICATIONS CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PUMPS & FORCE MAINS ANTENNA POLE CADD SECTION 1 /2"=1' 06/09/1994 DWG NAME: PUMPO6 2 1 4' 2 1/4' FROM TOP OF RUNG STAINLESS STEEL MOUNTING BOLTS 3/8-18x2' ADJUSTABLE MOUNTING CHANNEL LADDER RUNG ADJUSTABLE MOUNTING FITS LADDERS MN RUNG SPACING UP TO ABOUT 14' CENTER TO CENTER -3- RELEASE ROD LILCO LADDER-UPSAFETY POST N.T.S. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BILCO LADDER -UP SAFETY POST CATAGORY: PUMPS & FORCE MAINS TITLE: LADDER -UP DRAWN BY: CADD SECTION PLOT SCALE: 6"=1' 06/06/1994 DWG NAME: PUMPO7 2 1 /4" 2 1 /4" FROM TOP OF RUNG STAINLESS STEEL MOUNTING BOLTS 3/8-1 6x2" ADJUSTABLE. - MOUNTING CHANNEL 1 J it(Jfl -_Ir1 II 1 11 II II II LADDER RUNG _/- --y ADJUSTABLE MOUNTING FITS LADDERS WITH RUNG SPACING UP TO ABOUT 14" CENTER TO CENTER _ _1; RELEASE ROD BILCO LADDER -UP SAFETY POST N.T.S. METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION BILCO LADDER -UP SAFETY POST CATAGORY: PUMPS & FORCE MAINS TITLE: LADDER -UP DRAWN BY: CADD SECTION PLOT SCALE: 6"=1' 06/06/1994 DWG NAME: PUMPO7 r 1 w W 0a a 5 n .4111611111111.111. Eel i� Iwa )a r AID Ids =Zan to I! A I METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION WETWELL AND VALVE CHAMBER PIPING CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PUMPS & FORCE MAINS PUMP DETAILS I CADD SECTION 1"=1' 06/07/1994 DWG NAME: PUMP 08 I— I I R • e 111 i I; 1 I I rd III >9 I N rd N rd -r 1-r 1rt rt T 1LuLI_LI 4 .L I_4 -I— I —I_ 4 cE I, m -1-1-1-E141 y yy 0tltl �tltl 1tl \III Ytl liNh- 1 1 1 ` 1 I! 1 1 1 1 1 ! I 1 I N /II I F ir wI - r,- -� - -• VIVO L METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION WET WELL AND VALVE CHAMBER REINFORCING CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PUMPS & FORCE MAINS PUMP DETAILS II CADD SECTION 1"=1' 06/07/1994 DWG NAME: PUMPO9 r 1 s� r1 s a a 1 YQQ AiLcil`II`�I,Ae.�� ��..Lc�IL.L%� ����z=� ratIt: —V T DATA Mal METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION MISCEL. DETAILS FOR PUMP STATIONS CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PUMPS & FORCE MAINS PUMP DETAILS III CADD SECTION 1"=1' 06/07/1994 DWG NAME: PUMP10 r 1 6 1 ti s a L f r METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION CONTROL PANEL AND PAD CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PUMPS & FORCE MAINS PUMP DETAILS IV CADD SECTION 1"=1' 06/07/1994 DWG NAME: PUMP11 1 'Z It -or Id 411 ,-c n I r-r C. ar x x ,r L L ,r J rd I METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION CONTROL PANEL AND PAD W/ POWER SWITCH ON PP CATAGORY: PUMPS/FORCE MAINS TITLE: PUMP DETAILS IVA DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1' 07/22/1994 DWG NAME: PUMP11A r 1 till 11 + 11 t1 %t I' f i 1; t 1! 1;.i1 iiki ii 11 it + i 1Y 1 j 1 i ,i :i,l: i ` ,t i{ i ,• 11 :j.,1• ,i I j� ,aI i 1i , E it i 1 I; 1AP 1I; 11 1 i 1,1 11' 1ii1 11{111 1 1 11,11 i;11111 !I i i _ai ,ih IL A,i1 i � .... Ili 11 '' f NI 1 Ail .1 201 ill ' I tii, , ii 1Q J '# ; 101 th �i11 Po{ tI Iligrill llIill . ,t ,tit ii+ 1111 1'1 i 911 1 ,'' 11lJ -li';iij# liitj iiE l�ii ii,{ f,i1i' , 1111 ,ii11t't i1i,l'1 i t ilitl !i111 lift lat Nisi • • • • R d tl _ , i! - ' 111 , 1 lilt 11 I ii iii t i1,1i4f pig if ft h; f i�i!'�1+ E t ifs}} i{ {ai U1 to111:1,., i 11�1 j,�1;i1;ti;1�1,1!1l t4 t1Ji (,)/J /;/4.) I' J lig • Ai '� is !II IN ,;• ,i ji t t i1iii 1 1�t 1• itIII i f{j,li ,1 ,1 t i, t 1 'gip sit11 1 I 1 i1j 1i 11 ii tit 1 rii do 11({ i1I p 71i111j i 'gip iht •' + 111 ; �40111 ;iif ' 1i 1111 gilli+111111,11111ito ti t•111 t{I 1i,'i1 i'j Ili i'41'i''1111 I in I viol. ' Kit i1,i• 4111 •E I" i• it t , f 1� '11� ,if 1 ij 11#i'I.f, ii 1• , t t + 1f, 1j1 ii.1 ,i ,, hi'1. , 1 ill 1 t, t�•1111t '1,tt+iillll 1i.t,�"i1;, f i !IP if ftf{{, �• ,i' f 1tI/IRI�,ill 'u�� 11 { It'' 1:t } ilii f;;i 11 1111.ti;111.1,fill, ,.,t i11f1 i II 1111t1fi �. i 1..i Al, iiliit, ,.. .. . R N. { i it 1 1 1'111111'1 111%11' li till ` .11 it 111 I i 1111111111 1it;PA 't�i i111t I �tii i11i'i:i s"„i lb if. MO l N i 11j;111'1 !iIii ,11;i10itt !fit1,i w '}11 iI1,' }iiiiiiii.1 - 1•11i11 ;i;+d};i 411! ai ,!1. i i ti ., 1 { Ito, 1I1k. 1 1, 1 1iti,■ s I a.' ,if ,, +' i 1 ili' ill ii1 la i, i viva 1 METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION SPECIFICATIONS FOR PUMP STATIONS SHEET 1 OF 2 CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PUMPS & FORCE MAINS PUMP SPEC'S I CADD SECTION 1"=1' 06/07/1994 DWG NAME: PUMP12 r 1 I 1 I!!! ia' ''l! nj,. 1 , , , ai i11 i a;i; , 1' i''i 1i ,� / # 1 ,i 1 , n' „ ; ' , l`i! ,a1 111 111 li ,{11a ,} i III 4,1 �:,� I flea ill ,';i ilk �� >�}� =1 • i�•!l I ip a 011 i� �di,11,+� !;,llu,i1� ' a1 ,.,1 1111l1i�i; 1' u11a1 i i #,'���#a�.#r1.It 1I11 ,311 '::+�' a1I 11 1. 10 "1:1.111! al 11a�'' IHl, li 1I'1i' ',l; f'In It it1 !I41iia' li !, a1ll i l !t '. 1t,`l 'I ' ii Ill a . . t. . I t•i'il' ll,' �;! li It} i hill l ;a,ilt ifs ll! h f i 4gi:;1 a 111j l ill +I! ! lea a.a,di; Jai ; ,I, 1 I . l It 1, ifll !ilia► 'Iftl ;!•bill fit hit !!hill 1 i'P 1 : a.t ! ;j alt t�f i! 1 1T ! ,' , f��l ! 1 1 $14 a 1 r • 'ji+liyt 1,�iliii t?i a 111 f jii i ,l1111!!t iaN 11a if ! 1(f ` i iI 1iilai! if 1� a ;i it 4 L�;�'i I 'ail f� : ± 11111"ill�ll .�;'� ! �� Ifs' i� . llta ,a ,,,1 a',l 1. l a,a. , a fs l r . 1 liti! i alI +! !f !el li ' 1,,,'a 11j1, 1ali1; 1,11 hill! t l�� it ' a a;l t!. .... .a. . ig i t, dI' 1l i , ! 'i 11 iii iu lii ;101! ; i"Ili; :0 i ,a, i i a ! i i; 1� IN : ei ;��ti} �� iall! Illi i ,i+ 11 Lill 1 �� ee , I ' la to :Ita lama {i I 11i 1 t i t a 1 •$af , i j il, #' 1 t / 1 1! a ilia' 'a '':„.. , i j} ",i14, , r j 1k 111�f'I• ii 11 is a l �1�� � ��:'� it ;Pi1 1 iAll{ 11, it , it is{,1if i i ,]t , !i i t i , a 1 !II Il4 .1 i :NI I .4 , if ,1 0 1l', 1 i iiil:iiiiipHiteii i.. IIIIliI;i�ai 1111iP1, {i j1gl.11,a 1it}gifla;1e11 ill. 1 li iv. * s s • R 1 IN I ililllal 1 ii ' jil1�l :. 8 Q 1 !llli Ail Ial. a . ! ii METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SPECIFICATIONS FOR PUMP STATIONS SHEET 2 OF 2 CATAGORY: PUMPS & FORCE MAINS TITLE: PUMP SPEC'S II DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1' DWG NAME: PUMP13 r 1 1 METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBRARY DESCRIPTION EXAMPLE SITE PLAN FOR PUMP STA. CATAGORY: TITLE: DRAWN BY: PLOT SCALE: PUMPS & FORCE MAINS SITE PLAN CADD SECTION 1 "= 4' 06/07/1994 DWG NAME: PUMP14 SECTION A —A SHEET FLOW 2"x2" TEE STAKE 2 PER BALE. DRIVE INTO GROUND. EXISTING GRADE STRAW BALE 1'-6" 1'-6" 3:1 (MAX•)�.� A g- A LrmItizerotaroxavr411 PLAN BALES OF STRAW STAKED DOWN STRAW BALE DETAIL B-1 5' CENTERS (TYP.) /BJ SHEET FLOW PLAN Ii GEOTEXTILE FABRIC (WOVEN) II■•111 N111111NII/ `iii:1111111111 IIHME=u■•■•uii■1 lussuir (TYP.) �LI db ->r ELEVATION SILTATION FENCE DETAIL 1'-6" MIN. EXISTING GRADE FLOW 1 (MAX.) COMPACTED EARTH SECTION B—B GENERAL NOTES: 1. DO NOT SCALE DRAWING. FOLLOW DIMENSIONS. 2. ADDITIONAL STRAW BALES MAY BE REQUIRED AS DIRECTED. 3. SILTATION CONTROL DEVICES TO REMAIN IN PLACE UNTIL ADEQUATE VEGETATIVE GROWTH INSURES NO FURTHER EROSION OF THE SOIL. 4. SILTATION FENCES SHALL BE INSPECTED PERIODICALLY FOR DAMAGE AND FOR THE AMOUNT OF SEDIMENTATION WHICH HAS ACCUMULATED. REMOVAL OF SEDIMENT WILL BE REQUIRED WHEN IT REACHES 1/2 OF THE HEIGHT OF THE SILTATION FENCE. 5. STRAW BALES SHALL BE INSPECTED PERIODICALLY FOR DETERIORATION. BALES WHICH HAVE ROTTED OR FAILED SHALL BE REPLACED AS DIRECTED BY M.S.D. 6. ATTACHMENT OF WELDED WIRE FENCE AND GEOTEXTILE FABRIC TO BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. GEOTEXTILE FABRIC (MIRAFI 100X OR EQUAL) ATTACHED TO WIRE FENCE W6xW6/1Ox10 GAGE WELDED WIRE FENCE FLOW CUT 6"x6" TRENCH AND PLACE FABRIC IN DITCH & BACKFILL TEE POST W/ (/SPADE BASE SECTION B—B EX. GRADE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION SILT CONTROL FOR SITES OF 5 ACRES OR MORE CATAGORY: SITE WORK TITLE: SILT CONTROL DRAWN BY: CADD SECTION PLOT SCALE: 1"=1" 06/02/1994 DWG NAME: SITE01 16' MAXIMUM 6'-0• MAXIMUM 6'-0• MAXIMUM TOP OF WALL PREPARED SUBGRADE TEIGILELEMOILVICILM IMIGALIMAIOLIWEIMM (N.T.S) USE NEW 6• x 6• TES (N.T.S.) (o PREPARED SUBGRADE 1. DO NOT SCALE DRAWING. FOLLOW DIMENSIONS 2. TIMBER TIES USED IN THE CONSTRUCTION OF RETAINING WALLS THAT ARE IN DIRECT CONTACT WITH THE EARTH SHALL HAVE MARKING OR LABELING STATING NAT NE TIMBERS ARE ACCEPTABLE TO DE MISSOURI DEPARTMENT OF AGRICULTURE (REFERENCE BOCA SECTOR 1702.0 EXCEPT NAT THE MISSOURI STATE DEPARTMENT OF AGRICULTURE CERTFICATON WILL BE ACCEPTIb AS WELL AS NE AMERICAN WOOD PRESERVATION BUREAU CERSFlCATION.) TIMBERS WHICH ARE NOT MARKED OR LABELED BY CIE OR THE OTHER OF THESE AGENCIES CANNOT BE APPROVED. 3. AU. TIE RETAINING WALLS SHALL BE CONSTRUCTED VAN NEW TIMBERS. TIMBER SHALL BE PRESSURE TREATED LANDSCAPING TIMBER TES EILEILMIIM NE FILTER FABRIC SHALL BE OF NE TYPE USED FOR SUBSTRUCTURE DRAINAGE APPUCATICN. NE FABRIC SHALL BE WOVEN POLYPROPELENE WITH NE FOLLOWING MINIMUM VALUES BURST STRENGTN....480 p..l. TRAPEZOIDAL TEAR STRENGTH....90 X 45 LBS. PUNCTURE STRENGTN....130 LBS. WHERE REQUIRED. OVERLAPS SHALL BE A MINIMUM OF IV IN ALL DIRECTCNS. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION R.R. TIE RETAINING WALL DETAILS CATAGORY: TITLE:R.R. DRAWN BY: PLOT SCALE: SITE WORK TIE RET. WALL DETAIL CADD SECTION 1 "=20'(N.T.S) 06/02/1994 DWG NAME: SITE02.DWG 6" 18" CD r 3- /2" 12"x 12" OPENING IN BOTTOM #4 BARS ® 12" O.C.E.W. CO N A WALL HYDRANT WITH BACKFLOW PREVENTOR WADE ENVIRO/GARD td- MODEL 8620L o, N 12"o N Co 2-3/4" 3"(TYP) -t (D SECTION A -A 30"x 30"x 6" LID 18" 6" 1/2"0 x 4" PIN AT EACH CORNER WALL OPPOSITE HYDRANT IS TO HAVE 12"x 24" CAST IRON DOOR AND LATCH, MILL CORE CO. CONTENTS AND OUTSIDE FOOTING NOT SHOWN FOR CLARITY. 3-1/2"x 2" / OPENING #4 BARS © 12" O.C.E.W. PREPARED SUBGRADE _O o Psi z 0 Z 1:44- J NlJ U Q MASTIC io N - � Z Iw No �o J N N 12"x 12" OPENING 42" ELEVATION WATER SERVICE VAULT NOT TO SCALE CRUSHED ROCK 1" THICK RUBBER FOAM PIPE INSULATION (TYP) i A JUNCTION BOX, HEAT TAPE AND MOUNTING BASE CHEMELEX HEAT TAPE 3BTVI CHEMELEX PMK-JBLP POWER CONNECTION KIT CHEMELEX GT-66 GLASS TAPE 1- TO 15 AMP GFI RECEPTACLE ON CONTROL PANEL TO WATER SHUT-OFF & METER SET (ORIENTATION NOT IMPLIED) METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION WATER SERVICE VAULT DETAIL CATAGORY: SITE WORK TITLE: WATER SERVICE VAULT DRAWN BY: CADD SECTION PLOT SCALE: 1 "=1' 06/02/1994 DWG NAME: SITE03.DWG " 4 2 " 6 " 1 8 " 6 " A " A t 2 . 1 M I . 0 3 3 0 " X 3 0 " X 6 " L I D # 4 B A R S 0 1 2 " O . C . E . W . N L M V I E W 1 / 2 " D I A M E T E R P I N A T E A C H C O R N E R # 4 B A R S 0 1 2 " O . C . E . W . N O T E : W A D E E N V I R O / G A R D M O D . 8 6 2 0 L M I L C O R A C C E S S D O O R 1 2 " X 2 4 " M I E L E N a 0 " " O a " a 0 " G V 0 " . . . ' ' 4 " M I N 1 8 " 4 " M I N . z N V 0 . " a o " G R A N U L A R B A C K F I L L 3 / 4 " U N I O N N . b . 0 ' . a 0 ' " a o " u � Z T , ) W A D E E N V I R O / G A R D 3 / 4 " A N T I S I P H O N N O N F R E E Z E W A L L H Y D R A N T W I T H I N T E R G R A L B A C K F L O W P R E V E N T S E E N O T E 4 " C H E M E L E X H E A T T A P E R U N S S T R A I G H T U P P I P E & U N D E R - S I D E O F 9 0 ' F I T T I N G S E C U R E D T O P I P E W I T H G L A S S T A P E A N D A L L W R A P P E D W I T H 1 " P I P E I N S U L A T I O N . J U N C T I O N B O X / H E A T T A P E A N D P I P E M O U N T I N G B A S E } K I T H O S E C L A M P F O R 3 6 " P I P E ) L O W F L A M E H E A T S O U R C E N E E D E D F O R H E A T S H R I N K S U P P L I E D I N C H E M L E X K I T I t . C O N r n 1 I T Z O M C A B I N E T ( 3 / 4 " ) - . a 1 4 2 " F O O T I N G C H E M T E X H E A T H E A T T R A C E # 3 B T V 1 P O W E R C O N N E C T I O N K I T p M K - J B L P G L A S S T A P E # G T - 6 6 S E C 7 1 0 N A A W A T E R S E R V I C E V A U L T D E T A I L S C A L E : 1 " = 1 ' N O T E : W A L L O P P O S I T E H Y D R A N T I S T O H A V E 1 2 " X 2 4 " O P E N I N G W I T H M E T A L D O O R A N D L A T C H . M E T R O P O L I T A N S T . L O U I S S E W E R D I S T R I C T D E T A I L L I B A R Y D E S C R I P T I O N W A T E R S E R V I C E D E T A I L C A T A G O R Y : T I T L E : D R A W N B Y : P L O T S C A L E : S I T E W O R K W A T E R S E R V I C E J L G 1 " = 1 ' 0 5 / 1 8 / 1 9 9 4 D W G N A M E : S I T E W K 0 4 TOP OF COVER MUST BE AT GROUND LEVEL 4' COVER 10"-12" 38" MIN. 3/4" COPPER TO WATER MAIN ► 20" MIN. DIAMETER YOKE 12-1/8" r NIP • • ► • • ► • DRAINAGE AWAY FROM COVER METER FURNISHED BY WATER COMPANY; ALL OTHER PIPING BY CONTRACTOR SCHEDULE 80 P.V.C. I.P.S. NIPPLE 3" LONG VITRIFIED CLAY TILE OR CONCRETE 10' - 1-1/2" COPPER I REMAINDER 1-1/2" PVC WATER YETER BOX FOR 3/4" SERVI( NOT TO SCALE METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION WATER METER BOX FOR 3/4" SERVICE CATAGORY: TITLE: DRAWN BY: PLOT SCALE: SITE WORK WATER METER JLG 1 "=1' 05/18/1994 DWG NAME: SITE05 3 12" 1 NOTE: ALL AREAS DISTURBED FOR CONSTRUCTING SWALE SHALL BE SODDED. SWALE DETAIL N.T.S. METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION V SWALE DETAIL CATAGORY: TITLE: DRAWN BY: PLOT SCALE: SITE WORK SWALE DETAIL CADD SECTION 1"=4' 06/02/1994 DWG NAME: SITE06 I I at fit II! E j I tttt11111 METROPOLITAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION VARIOUS STATE CONSTRUCTION SIGNS SHEET 1 OF 2 CATAGORY: SITE WORK TITLE: SIGNS I DRAWN BY: PLOT SCALE: CADD SECTION 1"=1' 06/06/1994 DWG NAME: SITE07.DWG M4 a { 0 co sl 4. N4 I I i r Pt" liar METROPOUTAN ST. LOUIS SEWER DISTRICT DETAIL LIBARY DESCRIPTION VARIOUS STATE CONSTRUCTION SIGNS SHEET 2 OF 2 CATAGORY: TITLE: DRAWN BY: PLOT SCALE: SITE WORK SIGNS II CADD SECTION 1 "=400' 06/06/1994 DWG NAME: SITE08.DWG