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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 '