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HomeMy WebLinkAboutC14 Construction DetailsDIA. T (Min.) A x C x D x E x K R1 R2 Approx. Weight 12" 2" 5" 4'-3" 6'-2" 2'-O" 1.3 10 1/8" 9" 800 15" 2*" 7" 4'-0" 6'-3" 2'-6" 1.5 12 1/2" 11" 1100 18" 2*" 11" 4'-1" 6'-2 3-0" 1.8 15 1/2" 12" 1300 21" 2*" 11" 3'-6" 6'-3" 3'-6" 2.1 16 1/8" 13" 1500 24" 3" 1"-0" 2'-8" 6'-3" 4'-O" 2.3 16 3/16" 14" 1800 27" 3*" 1'-1" 2'-5" 6'-3" 4'-6" 2.6 16 3/16" v 14 1/2" 2100 30" 3*" 1'-2" 1'-10" 6'-3" 5'-0" 2.9 18 1/2" 15" 2400 33" 3*" 1'-3" 3'-6" 8'-3" 5 3.1 23 3/4" 17 1/2" 4100 36" 4" 1'-5" 3'-1" 8 6'-0" 3.4 24 5/16" 20" 4200 MANHOLE PIPE PIPE TURNS DIA. "F" DIA. "G" i 96" 48" GREATER THAN 45• TO 90' 96" 54" 66" UP TO 60' 84" 42" GREATER THAN 45' TO 90' 84" 48" UP TO 45' 72" 42" 48" UP TO 45' 60" 33" 36" STRAIGHT THRU 60" 27" 33" GREATER THAN 45' TO 90' 4 4 o 4 PORTLAND CEMENT 3500 PSI CONCRETE 10' 0" 5" MIN. FULL HEIGHT MANHOLE STEPS AS SPECIFIED MIN. 4" DIA. SUBSURFACE TILE, "T" $TUB WHERE REQ'D L OYAWASEM we or* op.• or •P 01 CNI 1 4" PER Ft. LIGHT DUTY PAVEMENT SECTION (TYP.) izz 50 vzzArhozzi; fzzze46 zzetzh' 4* 44.42■4A4.0■44+At.+4.0.44.1 4. VP.* VXX,VV CASTING AND FRAME COVER SPECIFIED VARIES (SEE PLANS) MULTI—USE PATH 110#/SYD. BITUM. SURFACE NO. 11, LV ON 220©/STD. BITUM. BINDER NO. 8, LV ON 5" COMPACTED AGGREGATE BASE, TYPE 0, SIZE NO. MULTI-USE PATH PAVEMENT SECTION (TYP.) NO SCALE 6" GRANULAR BACKFILL 1/2" SCORE 18" 6" INTEGRAL WALK AND CURB DETAIL NO SCALE #118 OR #12 HMA SURFACE #9 HMA BINDER #53 STONE #2 STONE COMPACTED WELL DRAINED SUBGRADE 110#/SYD. 220#/SYD. r 5" COMPACTED AGGREGATE BASE COMAPCTED SUBGRADE 53 DIA. 5" MIN. MANHOLE BASE, RISER REDUCER CAP FOR PIPES 27" THRU 48" R1' 6" R #12 HMA SURFACE #5 HMA BASE ASPHALT #53 COMPACTED AGGREGATE #2 COMPACTED AGGREGATE COMPACTED WELL DRAINED SUBGRADE HEAVY DUTY PAVEMENT SECTION (TYP.) PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (4 MAX.) SEE SHEET FOR ADJUSTING RING DETAIL. ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS STANDARD PRECAST MANHOLE CAP OR CONE SECTION TACK COAT R/W PAVEMENT SECTION GRAY ROAD NO SCALE CONCRETE REDUCER CAP 0-RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PREFORMED HOLE TO MAX. OF PIPE 0.0. +6" W/ NON-SHRINK CEMENT GROUT SLOPE h" PER FOOT SLOPE NOTE: -MANHOLE CONFORMS TO ASTM C-478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE. SEPERATE BASE AND RISER SECTION IS OPTIONAL BACKFILL TOPSOIL 5" BINDER COURSE (#9 INDOT) 14" STONE BASE (#53 INDOT) COMPACTED WELL DRAINED SUBSOIL I— SURFACE COURSE (#11B INDOT) 6' MIN a 3.5"-385#/SYD. BITUMINOUS BASE 5D, MODIFIED HV ,,s" PVC PIPE 24' 18' COMPACTED BUD:MADE COMBINED CONCRETE CURB AND GUTTER 16.8"-1850#/SYD. FULL DEPTH 5.3"-585#/SYD. BITUMINOUS BASE 2, MODIFIED HV AGGREGATE FOR UNDERDRAIN 14" Grooved end on outlet end Tongue end on inlet end. D 2111111 t■VtIV,W.4%...~.e..4% A6tAWV;WWWAWWWWMA454 2Z :7&: RAN PAVEMENT SECTION 96TH STREET NO SCALE 8" PLAIN CEMENT CONCRETE PAVEMENT jr A a A A a I t Is Is Is Is ts Is A• A• A• A• 41. A• A• A •a A Is .1. •b •ts' .b •b •i• A a• A• 4!• 41• A• A• PREPARED SUBGRADE TYPICAL PLAIN CEMENT CONCRETE PAVEMENT SECTION NO SCALE NO SCALE \F a 0 UNDERDRAIN DETAIL Grooved (oi. tongue to be the same as on Standard Reinforced Concrete Pipe ASTM Designation C-76 A -.•1- 1 LONGITUDINAL SECTION PLAN VIEW BITUMINOUS PAVEMENT i CLASS 'A' CONCRETE k. POSS. INLET PIPE POSS. INLET PIPE 1.5"-165#/SYD. BITUMINOUS SURFACE, HMA 2.5"-275#/SYD. BITUMINOUS BINDER (19mm) (3/4") 4"-440#/SYD. BITUMINOUS BASE (25mm) (1") PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS 6" SUBGRADE SUBBASE FOR ASPHALT PAVEMENT COARSE Os MODIFIED #53's x Tolerance 1" PRECAST CONCRETE END SECTION FRAME AND GRATE AS NOTED ON STRUCTURE DATA TABLE CLASS "A" CONCRETE OUTLET PIPE INLET TYPE "A" (MODIFIED) (12" TO 18") NO SCALE NOTE: 6" CONC. PRECAST OR POURED IN PLACE 4 4 4 '4 4 4 4 2500 psi CONCRETE BOTTOM OF TRENCH CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST THEROF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." NOTE: 6" CONC. PRECAST OR POURED IN PLACE NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "C" NO SCALE 4 4 L' 4 4' 4 4 4 4 4 CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS) REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTOR. IN 3:1 OR 4:1 FILL S LOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH. VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE IN PLACE AND ACCEPTED. CD FRAME AND GRATE AS NOTED ON STRUCTURE DATA TABLE INLET TYPE "B" NO SCALE POSSIBLE OUTLET/ INLET FRAME AND GRATE AS NOTED ON STRUCTURE DATA TABLE PERSPECTIVE VIEW—EARTH CUT AWAY TO BE USED WHEN CLEAR DISTANCE BETWEEN.PIPES IS 18" OR LESS, OR WHEN SPECIFIED BY THE ENGINEER. CONCRETE CRADLE DETAIL NO SCALE AREA TO BE SODDED CLASS "A" CONCRETE POSSIBLE OUTLET/ INLET CLASS "A" CONCRETE #40 DEFORMED BAR (SEE NOTE BELOW) 3'-0". PSD TYPE "A" (12" PIPE) 2 1/2" 1/2" PAVED SIDE DITCH TYPES "A" THRU "D" NOT TO SCALE ASPHALTIC MASTIC OR BUYTL RUBBER SEAL BETWEEN JOINTS FULL HEIGHT MANHOLE STEPS -AS SPECIFIED O-RING GASKET ASPHALTIC MASTIC OR BUYTL RUBBER SEAL AT JOINTS MIN. 4" DIA. SUBSURFACE TILE "t" STUB WHERE REQ'D #4 REBAR 12" O.C. EACH WAY (STEEL MESH AREA= 0.12 SQ. IN. SQ. FT.OR APPROVED EQUAL) STANDARD STORM MANHOLE TYPE "C" FOR PIPE SIZES 12" THRU 24" TOP OF BANK CASTING TYPE NEENAH R-3455-C OR -APPROVED EQUAL NOTE: REINFORCEMENT SHALL BE REQUIRED FOR ALL PAVED SIDE DITCH, CUT-OFF-WALLS AND LUGS AS SHOWN. THE REINFORCING STEEL IN THE PAVED SIDE DITCH SHALL BE SPACED A MAXIMUM OF ONE FOOT ON -CENTER. INV. 732.50 AREA TO BE SODDED PROPOSED GRADE ELEV. 27" RCP I CASTING FRAME AND COVER AS SPECIFIED 11111 INV. 732.75 1-- 6" OPENING OUTFALL STRUCTURE INLET TYPE "J" NOT TO SCALE INLET PIPE NOTE: 6" CONC. PRECAST OR POURED IN PLACE PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (4 MAX.) ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS, MATCH TOPS, ADJUSTING RINGS CASTING AS NECESSARY. co PRECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W/ NON SHRINK CEMENT GROUT BENCH WALLS AT MIN. 1/2" PER FOOT SLOPE MANHOLE BASE SET ON 6" OF #8 OR #6 STONE NOTE: MANHOLE CONFORMS TO ASTM C-478 INV. 736.05 6" CIRCULAR OPENING N.P. POSS. OUTLET/INLET POSS. OUTLET/INLET INLET TYPE "vir NO SCALE OUTLET PIPE NEENAH 3501 -R FRAME AND GRATE OR APPROVED EQUAL CLASS "A" CONCRETE REV. NO cD rr) RELEASED FOR CONSTRUCTION -APPNOVAL REVISIONS DATE 8/19/03 PROJECT' NO DATE SHEET TITLE SHEET NO C D CD 161., LL 0"""""""""10,, `‘ov p, 1 4 4 I No. 1 STATE STATE OF V. 9 #4411,,,,,nutoto DESCRIPTION PER CITY COMMENTS 0 PI Z N 0 tk) z w 0_ D I (n 0 0 I- D (4 0 0 W I X N X 8 r. 2 o o 03 0 MID--STATES Job Number: 121-5345 mit MI U 20-01024.02 May 8, 2003 CONSTRUCTION DETAILS C14 of 15 LAIV17£'19:1. EOOZ/9Z/8 I. getid LO Z 9or I ii r H 1 i III I 1 ii 1 1 1---1-- f _i___.:.st ...„.....L..... 1 c N I I I „I r i 1 6 7 _I i_ _i_ !___I i 4 4 o 4 PORTLAND CEMENT 3500 PSI CONCRETE 10' 0" 5" MIN. FULL HEIGHT MANHOLE STEPS AS SPECIFIED MIN. 4" DIA. SUBSURFACE TILE, "T" $TUB WHERE REQ'D L OYAWASEM we or* op.• or •P 01 CNI 1 4" PER Ft. LIGHT DUTY PAVEMENT SECTION (TYP.) izz 50 vzzArhozzi; fzzze46 zzetzh' 4* 44.42■4A4.0■44+At.+4.0.44.1 4. VP.* VXX,VV CASTING AND FRAME COVER SPECIFIED VARIES (SEE PLANS) MULTI—USE PATH 110#/SYD. BITUM. SURFACE NO. 11, LV ON 220©/STD. BITUM. BINDER NO. 8, LV ON 5" COMPACTED AGGREGATE BASE, TYPE 0, SIZE NO. MULTI-USE PATH PAVEMENT SECTION (TYP.) NO SCALE 6" GRANULAR BACKFILL 1/2" SCORE 18" 6" INTEGRAL WALK AND CURB DETAIL NO SCALE #118 OR #12 HMA SURFACE #9 HMA BINDER #53 STONE #2 STONE COMPACTED WELL DRAINED SUBGRADE 110#/SYD. 220#/SYD. r 5" COMPACTED AGGREGATE BASE COMAPCTED SUBGRADE 53 DIA. 5" MIN. MANHOLE BASE, RISER REDUCER CAP FOR PIPES 27" THRU 48" R1' 6" R #12 HMA SURFACE #5 HMA BASE ASPHALT #53 COMPACTED AGGREGATE #2 COMPACTED AGGREGATE COMPACTED WELL DRAINED SUBGRADE HEAVY DUTY PAVEMENT SECTION (TYP.) PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (4 MAX.) SEE SHEET FOR ADJUSTING RING DETAIL. ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS STANDARD PRECAST MANHOLE CAP OR CONE SECTION TACK COAT R/W PAVEMENT SECTION GRAY ROAD NO SCALE CONCRETE REDUCER CAP 0-RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PREFORMED HOLE TO MAX. OF PIPE 0.0. +6" W/ NON-SHRINK CEMENT GROUT SLOPE h" PER FOOT SLOPE NOTE: -MANHOLE CONFORMS TO ASTM C-478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND RISER OR APPROVED ALTERNATIVE. SEPERATE BASE AND RISER SECTION IS OPTIONAL BACKFILL TOPSOIL 5" BINDER COURSE (#9 INDOT) 14" STONE BASE (#53 INDOT) COMPACTED WELL DRAINED SUBSOIL I— SURFACE COURSE (#11B INDOT) 6' MIN a 3.5"-385#/SYD. BITUMINOUS BASE 5D, MODIFIED HV ,,s" PVC PIPE 24' 18' COMPACTED BUD:MADE COMBINED CONCRETE CURB AND GUTTER 16.8"-1850#/SYD. FULL DEPTH 5.3"-585#/SYD. BITUMINOUS BASE 2, MODIFIED HV AGGREGATE FOR UNDERDRAIN 14" Grooved end on outlet end Tongue end on inlet end. D 2111111 t■VtIV,W.4%...~.e..4% A6tAWV;WWWAWWWWMA454 2Z :7&: RAN PAVEMENT SECTION 96TH STREET NO SCALE 8" PLAIN CEMENT CONCRETE PAVEMENT jr A a A A a I t Is Is Is Is ts Is A• A• A• A• 41. A• A• A •a A Is .1. •b •ts' .b •b •i• A a• A• 4!• 41• A• A• PREPARED SUBGRADE TYPICAL PLAIN CEMENT CONCRETE PAVEMENT SECTION NO SCALE NO SCALE \F a 0 UNDERDRAIN DETAIL Grooved (oi. tongue to be the same as on Standard Reinforced Concrete Pipe ASTM Designation C-76 A -.•1- 1 LONGITUDINAL SECTION PLAN VIEW BITUMINOUS PAVEMENT i CLASS 'A' CONCRETE k. POSS. INLET PIPE POSS. INLET PIPE 1.5"-165#/SYD. BITUMINOUS SURFACE, HMA 2.5"-275#/SYD. BITUMINOUS BINDER (19mm) (3/4") 4"-440#/SYD. BITUMINOUS BASE (25mm) (1") PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS 6" SUBGRADE SUBBASE FOR ASPHALT PAVEMENT COARSE Os MODIFIED #53's x Tolerance 1" PRECAST CONCRETE END SECTION FRAME AND GRATE AS NOTED ON STRUCTURE DATA TABLE CLASS "A" CONCRETE OUTLET PIPE INLET TYPE "A" (MODIFIED) (12" TO 18") NO SCALE NOTE: 6" CONC. PRECAST OR POURED IN PLACE 4 4 4 '4 4 4 4 2500 psi CONCRETE BOTTOM OF TRENCH CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST THEROF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." NOTE: 6" CONC. PRECAST OR POURED IN PLACE NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "C" NO SCALE 4 4 L' 4 4' 4 4 4 4 4 CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS) REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTOR. IN 3:1 OR 4:1 FILL S LOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH. VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE IN PLACE AND ACCEPTED. CD FRAME AND GRATE AS NOTED ON STRUCTURE DATA TABLE INLET TYPE "B" NO SCALE POSSIBLE OUTLET/ INLET FRAME AND GRATE AS NOTED ON STRUCTURE DATA TABLE PERSPECTIVE VIEW—EARTH CUT AWAY TO BE USED WHEN CLEAR DISTANCE BETWEEN.PIPES IS 18" OR LESS, OR WHEN SPECIFIED BY THE ENGINEER. CONCRETE CRADLE DETAIL NO SCALE AREA TO BE SODDED CLASS "A" CONCRETE POSSIBLE OUTLET/ INLET CLASS "A" CONCRETE #40 DEFORMED BAR (SEE NOTE BELOW) 3'-0". PSD TYPE "A" (12" PIPE) 2 1/2" 1/2" PAVED SIDE DITCH TYPES "A" THRU "D" NOT TO SCALE ASPHALTIC MASTIC OR BUYTL RUBBER SEAL BETWEEN JOINTS FULL HEIGHT MANHOLE STEPS -AS SPECIFIED O-RING GASKET ASPHALTIC MASTIC OR BUYTL RUBBER SEAL AT JOINTS MIN. 4" DIA. SUBSURFACE TILE "t" STUB WHERE REQ'D #4 REBAR 12" O.C. EACH WAY (STEEL MESH AREA= 0.12 SQ. IN. SQ. FT.OR APPROVED EQUAL) STANDARD STORM MANHOLE TYPE "C" FOR PIPE SIZES 12" THRU 24" TOP OF BANK CASTING TYPE NEENAH R-3455-C OR -APPROVED EQUAL NOTE: REINFORCEMENT SHALL BE REQUIRED FOR ALL PAVED SIDE DITCH, CUT-OFF-WALLS AND LUGS AS SHOWN. THE REINFORCING STEEL IN THE PAVED SIDE DITCH SHALL BE SPACED A MAXIMUM OF ONE FOOT ON -CENTER. INV. 732.50 AREA TO BE SODDED PROPOSED GRADE ELEV. 27" RCP I CASTING FRAME AND COVER AS SPECIFIED 11111 INV. 732.75 1-- 6" OPENING OUTFALL STRUCTURE INLET TYPE "J" NOT TO SCALE INLET PIPE NOTE: 6" CONC. PRECAST OR POURED IN PLACE PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (4 MAX.) ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE CONDITIONS, MATCH TOPS, ADJUSTING RINGS CASTING AS NECESSARY. co PRECAST CONCRETE SECTIONS PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W/ NON SHRINK CEMENT GROUT BENCH WALLS AT MIN. 1/2" PER FOOT SLOPE MANHOLE BASE SET ON 6" OF #8 OR #6 STONE NOTE: MANHOLE CONFORMS TO ASTM C-478 INV. 736.05 6" CIRCULAR OPENING N.P. POSS. OUTLET/INLET POSS. OUTLET/INLET INLET TYPE "vir NO SCALE OUTLET PIPE NEENAH 3501 -R FRAME AND GRATE OR APPROVED EQUAL CLASS "A" CONCRETE REV. NO cD rr) RELEASED FOR CONSTRUCTION -APPNOVAL REVISIONS DATE 8/19/03 PROJECT' NO DATE SHEET TITLE SHEET NO C D CD 161., LL 0"""""""""10,, `‘ov p, 1 4 4 I No. 1 STATE STATE OF V. 9 #4411,,,,,nutoto DESCRIPTION PER CITY COMMENTS 0 PI Z N 0 tk) z w 0_ D I (n 0 0 I- D (4 0 0 W I X N X 8 r. 2 o o 03 0 MID--STATES Job Number: 121-5345 mit MI U 20-01024.02 May 8, 2003 CONSTRUCTION DETAILS C14 of 15 LAIV17£'19:1. EOOZ/9Z/8 I. getid LO Z 9or