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Home My WebLink About006-94 World Wide Motors Standard Details.1Flat Cap A or B 48" RCP Steps required where depth exceeds 6'. Use Neenah 1TrMax.Precast Riser R-1981-1 or equal. RCP CP OUT I 1_ N II CONCRETE THICKNESS Precast or Monolithic bottom \--Grout 6"— up to 8' depth 8' — up to 12'depth 12"—up to 12'depth SPECIAL SHALLOW MANHOLE NO SCALE W/ FLAT CAP REDUCER -- --- ")rmatlon s_. NO SCALE GRADE Connectic Ing min. concret -_d bench Min. 1/Z" per foot slope PRECAST SHALLOW INLET EARTH BACKFILL SHALL BE FREE FROM SOLID OBJECT GREATER THAN 4" IN CIRCUMFERENCE D EARTH R-1772 Series 12" SUBSTITUTE #53 STONE IN LIEU OF 72 EARTH WHEN Lids WITHIN FIVE II FEET OF Heavy Duty PAVEMENT, -r SIDEWALK, OR Specify: WHEN CROSSING FLOW UNE PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SWALE REQUIRES THAT POINTS 'A' MUST BE HIGHER THAN POINT 'B". SECTION VIEW SWALE SEDIMENT BARRIER NO SCALE R-3238 Concave Inlet Frame and Grate Heavy Duty Total Weight 465 Pounds R -3501 -TR Inlet for Roll Type Curb Heavy Duty Total Weight 330 Pounds UNDERCUT AND USE 6" OF #4 STONE IF WET GROUND CONDITIONS ARE ENCOUNTERED STORM PIPE BEDDING DETAIL NO SCALE zit CURB eox .WusTYSLc 4-ro a-4ig� 4 -47 s ---nl r s; 231 1 — i I T .3 Sg ft of /N46r O/11VYW/ 6 Illustrating R -3501 -TR (flow right). If __.29� flow left is required, order as R -3501 -TL. ��--� fi- of INC C -r 010teNIX6 Hook Bolts Max. Spacing 12" TO 2' — 0" Class "A" Concrete (6" Thick) E + 2T I CONCRETE PIPE TOE ANCHOR 1' BEVEL - REMOVE FORM A RUB OUT CONC. W THIN CONDUI T 4 - 4' VER T. W/ 12 TiES 3000 PSI CONCRETE PLATE ANCHOR BOLTS BY POLE MANY. DOUBLE NUT EACH ANCHOR BOLT R-1772 Series 48 GROUT IF REG D. 72 Manhole Frames, Solid Lids BY POLE MANUF. II R-1 10 1/16 Heavy Duty SKIRT 3 1/2 -r II II II II Specify: N •,I, 1. Catalog number. It II II FINISH GRADE ` 2. .hound, machined, or non - rocking bearing surfaces. 0 ILLa II K� 3 119 s f1�! 97 4A place and 73 W Q Concrete pipe toe anchors shall be required on all concrete ?ipe end sections. The cost thereof catalog No. 19 f 11/2 19 Standard Machined 35 38 73 Design Horizontal 42 22 16 1/8 113 4 See 2 Vertical 30 Wt 73 1 2 48 Above Bearing D Lbs. 4 1 2 10 1 2 48 5 R -1772-A R-1772-AVH 25' 325 54 28 17 R. 1772-B R -1772 -BVH 25'/4' 360 54 Machined Horizontal 3 4 R -1772-C R-1772-CVH 241h' 400 31 Vertical Bearing Surface 5 16 [14 5 Curb Box FR -3150 Curb Inlet Frame, Grate, Heavy Duty 39 Total Weight 350 Pounds 73 Furnished standard as shown, also available in 6" radius Type D curb box design either barred or open. 66 Specify: 23 1. Curb box style if other than standard. Give complete details. zit CURB eox .WusTYSLc 4-ro a-4ig� 4 -47 s ---nl r s; 231 1 — i I T .3 Sg ft of /N46r O/11VYW/ 6 Illustrating R -3501 -TR (flow right). If __.29� flow left is required, order as R -3501 -TL. ��--� fi- of INC C -r 010teNIX6 Hook Bolts Max. Spacing 12" TO 2' — 0" Class "A" Concrete (6" Thick) E + 2T I CONCRETE PIPE TOE ANCHOR 1' BEVEL - REMOVE FORM A RUB OUT CONC. W THIN CONDUI T 4 - 4' VER T. W/ 12 TiES 3000 PSI CONCRETE PLATE ANCHOR BOLTS BY POLE MANY. DOUBLE NUT EACH ANCHOR BOLT 2'-0' LIGHT POLE FOUNDATION NO SCALE J SrIRTL E) t B D J Q 3 �I a 3 d o� G or T (GROOVE -OUTLET END) i t t i 1/32 TAPER PER 11 INCH PER SiDE HORIZONTAL FLARE -P\ 1-1/2'r (TONGUE -INLET END) SECTION AA VERTICAL FLARE SECTION BB ,2•r L A 4 B_ 24 48 GROUT IF REG D. 72 D 7/8 class II for the size of connecting pipe. BY POLE MANUF. II R-1 10 1/16 11 SKIRT 3 1/2 o II II II II II I I II N 73 Variations in dimensions — the thickness of the concrete, the position of the steel, and the internal diameter of the It II II FINISH GRADE ` ( ~� ��t�t tt ILLa II `� 2'-0' LIGHT POLE FOUNDATION NO SCALE J SrIRTL E) t B D J Q 3 �I a 3 d o� G or T (GROOVE -OUTLET END) i t t i 1/32 TAPER PER 11 INCH PER SiDE HORIZONTAL FLARE -P\ 1-1/2'r (TONGUE -INLET END) SECTION AA VERTICAL FLARE SECTION BB ,2•r L A 4 B_ 24 48 C 7/8 72 D 7/8 class II for the size of connecting pipe. E 24 DIA.+1 13 R-1 10 1/16 R-2 19 SKIRT 3 1/2 6 27 46 10'-0" In length. 73 Variations in dimensions — the thickness of the concrete, the position of the steel, and the internal diameter of the pipe shall confrom with the variations in dimensions as provided in the specifications for reinforced concrete 30 16 12 1 2 Ill 3 119 9 97 4A place and 73 W Q Concrete pipe toe anchors shall be required on all concrete ?ipe end sections. The cost thereof 36 19 15 11/2 19 4 9 35 38 73 U � w 42 22 16 1/8 113 4 9 1 2 43 1 2 30 73 1 2 48 25 16 11/16 4 1 2 10 1 2 48 5 1 73 1 2 54 28 17 3 4 1 4 1 2 12 54 19 3 4 73 3 4 60 31 18 5 16 [14 5 5 13 1/2 58 1/2 39 1/4 73 3/4 66 34 23 3/4 17 1 2 5 1 2 15 63 34 3Z4 97 3Z4 72 37 24 l 16 20 5 1 2 21 63 35 97 3/4 78 43 27 1/4 22 5 1/2 24 72 26 98 84 49 28 1/8 22 5 3/4 27 65 35 98 90 55 32 7/8 24 6 1/4 30 60 39 100 96 61 36 3/4 24 6 3Z4 24 78 21 99 102 67 35 11Z16 24 7 1 4 34 _ 78 21 _ 99 108 73 _ 38 5/8 24 7 3Z4 24 24 78 178 1 121 99 99 _ 114 120 79 1 85 41 44 15Z16 13/16124 24 8 1 2 9 Concrete in these end sections shall be the some grade and strength as specified for reinforced concrete pipe, A.S.T.M. designation C-76 Class 11 (As se 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 sectiona area equal to that of one layer of steel in '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 motor. In 3:1 or 4:1 fill slope, change to the slope of the end section in a smooth, pleasing transition approximately 10'-0" In length. 3 Variations in dimensions — the thickness of the concrete, the position of the steel, and the internal diameter of the pipe shall confrom with the variations in dimensions as provided in the specifications for reinforced concrete culvert, storm droln, and sewer pipe, A.S.T.M. designation C76. Where vitrified clay culvert or cast iron culvert pipe 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. p End sections will be paid for at the conrfact unit price each for 'Pipe End Section' complete In place and accepted. W Q Concrete pipe toe anchors shall be required on all concrete ?ipe end sections. The cost thereof shall be included In the contract unit price per each for "Pipe End Section. p NO SCALE CONCRETE END SECTION Z Z 0 0� a U w W o roO V M G m 1* N to� Q v 00 I.- I I d g a Y en 00 L L •a w O O e O 4 Wz t t m z c d CD � N O z � O � CD M _N 4p w Q U Ln W t J O � J 3 O L p p .1 J --0 W Q � � p 0 v V) r M U � w Z 3 o tJ- ct` I- o SHEET: