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R. <br /> ' FEDERAL AID P OJECT N0. REGION N0. STATE SHEET SH ET <br /> Note to Designer <br /> 5-906 ,3 7 CAI NO <br /> Redwood cover used where One or more wall openings can To accompany plops doled ,/Y/�v //, /.9,'-,l <br /> there is no possibility of wheel be used. Location and number ,� N SHEET TOTAL <br /> Dia. = 42"f DIST. COUNTY ROUTE SECTION N0 SHEETS <br /> loads..... Otherwise use 24" open�n as ordered by the Engineer. 7,3 hole in I 2 <br /> Type GCP inlet. Openings may be cast in pipe. - ' <br /> /q X S.J 9Dg 2 ,�4 <br /> bracket <br /> --- : I APPROVAL RECOMMENDED <br /> I" %4 Checkered E* <br /> 0- <br /> e <br /> _ ► ��----- --- =- - _ Siot3/4'x2" <br /> _ Bolt to be at Engineer of Design <br /> A A B g p 10 p NTS l,� r e inside valley Registered Civil Engineer No 7603 <br /> ____ ' 1 i 1� Tack weld 18" Approved fo6�r 9 /916'3 <br /> � of /4 heat-treated <br /> Optional ��a-- . • .1i ` , a:. <br /> splice 20d alv. nails �� ,' _ ,. <br /> 9 �.•--= °-° -- °_ %' 4•::;: I chain to lug and I/ <br /> C linched on the ��,` %4"Checkered l� \��., s .:1 cover.(See Note 7) 4 ® tate Hi nwo Engineer <br /> _ _ _ <br /> Punch I hole in C.M.P. --- underside. — = Registered Civil Engineer No.5945 <br /> cover common t0 s',. :: a : .. <br /> Place pipe so bars of grate -- o. : . <br /> C.M.P. and cone. piper _ j'x I%" Bolts <br /> :A- <br /> will be parallel with main .. .. .. I _ <br /> surface flow. °'= `:�: : IIx XII " -I -- j— 2 a <br /> 39 N =�N <br /> t 2"Typ. 3"x;�"bars. Type 36R Grate. 2"x 6" Redwood 2"Redwood top pETAIL"F" SEE „ ° �_ <br /> r See ,� leaI 7-F I IrDETAIL G DETAIL F�� GENERAL NOTES <br /> ICUDETAIL H '; , <br /> DETAIL <br /> End Finish -_�� ,� .e ,� <br /> welded to 3,-0., ,� .�` — - — — <br /> I. Ladders - None required where H is 3-6 or less.Where <br /> grate. <br /> ,:: �? 4° � -- I' 2" N Is more than 3-6 place lower rung Ot 16±above <br /> floor and top rung within 12"of the top of the box. <br /> Calk seal with (See Section B-B for Place ladders in wall without pipe openings. <br /> 3 sand asphalt plastic cement. ' <br /> ° mortar a ,T bottom design) <br /> p �� " <br /> Continuous Inlet pipe c SECTION D-D 3/4 m Rungs 2. Inlet pipes shall not protrude more than I into basin. <br /> Weld TYPE OCP <br /> @ 12"Centers <br /> '3 I�-C��'�'in O.D.+3" a > WITH STEEL COVER 2�2 x 3/8 3. Except for inlets used as junction boxes, basin floors <br /> " shall have a minimum slope of 12:3 from all dirertim. <br /> �• Stub Field Joint 4 :off = E Roils toward outlet pipe and o wood trowel finish. <br /> _ Brackets p p <br /> :e <br /> ° X /4 <br /> --- -- -- -- -- - -- --- - p . .., . . . . . ' o'.� 47/ Ibis "R 3/8'4x15 bent I/„ <br /> 2 4 4. Galvanizing: see Standard Specifications or Special <br /> 3 i „ i @ 5-Centers <br /> Slot A x2A �� /q Checkered � as shown <br /> , I Provisions. <br /> 4-0" dia. base � I 1 = <br /> Join to CMP SECTION A-A Dia. i e + 16" :.a <br /> 5. See "Standard Plan" D77- for Grate and Frame <br /> TYPE GMP 1 /4 hoe D; I Details and Weights of Miscellaneous Iron and Steel. <br /> SECTION B-B o o <br /> ( Min. 12 Ga ) :o. _ ° N 6. Price paid for GMP Drop Inlet shall include outlet stub. <br /> TYPE OCP - L <br /> WITH REDWOOD COVER o: 7 Chain to be provided when specified. <br /> it <br /> o. <br /> Cast I"x 2%2'slot in pipe. Type 36R Grate. b' 8 Ladder to n h <br /> A o enin p p o a e be used o bot C M P and RC P ;nlets <br /> Place pipe so bars of grate Squared end I 0 holes in pipe „ <br /> ° ° ' /3/4 Bolt <br /> will be parallel with main 2-II ° <br /> ° . <br /> surface flow. SECTIO' J E-E � _2"X3j"x 0�2 <br /> 3-0 0: twasher <br /> (See Section B-B for E is <br /> bottom design) " �I <br /> Hex <br /> UPPER PART OF DETAIL G Nut <br /> C C SECTION B-B <br /> TYPE GCP j- <br /> L3x2�x% <br /> WITH GRATE <br /> riveted to C.M.P. ,-' Redwood cover Peen end of eyebolt LADDER DETAIL <br /> I.- "¢x3" a. <br /> 9/6' hole in angle Weld <br /> DETSEEAIL "A" 1•D. = 3-0 SEE Slot 34"x 2" %'Checkered R_ 3/8' Eyebolts w/washers <br /> " Rivets @12"ctrs. DETAIL"B T_ a <br /> _• I i/e' 18"of %a heat-treated <br /> Rivets@12"ctrs. 1 --chain (See Note 7) <br /> 0 N <br /> DETAIL H <br /> (See Section A-A for Tack weld 18"of %4 heat-treated <br /> bottom design) chain to frame and cover <br /> (See Note 7 ) <br /> SECTION C-C B U I L] <br /> TYPE OMP AS <br /> WITH STEEL COVER <br /> DETAIL "A" CORRECT',ONS BY <br /> NO CHANGES - D.R.-A <br /> DATE --6-25-65 - ---- <br /> F <br /> 19/46 COPY <br /> 1 6' �ot <br /> Be R ¢ <br /> % Checkered lE <br /> S10t 3/q XZ%q" <br /> STATE OF CALIFORNIA <br /> �N L3z2%2xX' ,- HIGHWAY TRANSPORTATION AGENCY <br /> N Punch ` ' <br /> DEPARTMENT OF PUBLIC WORKS 10 - 101554 <br /> �8'Rivets @ 12"ctrs.or at each contact DIVISION OF HIGHWAYS <br /> holes in angle -----_----- _ - -_ - _ - - - - point on helically <br /> C.M.P SECTION F-F corrugated metal pipe <br /> STANDARD <br /> F <br /> PIPE DROP INLETS <br /> DETAIL "B" <br /> D75-4 <br />