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S-Su-906 4� "C"will vary with -- Match curb type different grates,curb Type D shown To accompany ,v/ons doted ` L!��' -� 19a67 types,box width and o E Same slope as gutter DISTRICT COUNTY ROUTE Fbst Miles-Tota Project .««, SHRITS ,•o..S # wall thickness. N a o Some slope as gutter N /D S.J 906 3� 4/ 4 bars,Total -2 � 11 I,C 11 4 hoops @ 12 4@ 6 �;b v I t c 61 t— 8" APPROVAL RECOMMENDED 4@ 6 2'_ „ 4 Total - 2 '� Type E curb only I 11 I 11 I N I N 1 -7/ 2 I 11 N N 11 N 11lea QO 'i►: 70 6' bend 7" �� e 15/ I%2 3�'8 15/ 2 %2 Engineer 911 . _ _ j 1 g eer of Design Into Wa11S °' Civil Engineer License No.�Gd3 �-- I Chomfer ` :: II = ;e 4 @ 18 3 Fillet t A rovp� ✓�//� 9 /963 le PD into walls _ � \ 1 u " 7 6 0 7 bend �Q: ed M '' .::•• 8 0 or less 6 311 FilletCD :., �•�P x 81-1" to 20'-011 811 H - : Fillet '';' e .T • t State Highway Engineer _ Civil Engineer License No.594S \aD n 4 IS _ RA NOTES to '•f �;• .�a: , ,;:: •; :�;:t M� GENERAL X 1 1 II \ ` � I t difference 'n elevation between the outlet pipe flow line and ..a. "Wis he di fere ce I ele a be e p p the normal gutter rundepressed :a e o al a grade line at the curb face t.: 9 9 r 11 Inner .6�' .r• :4' 11 Outer 11 �� 11 11 3 3 3 Table. •� 3 2 F wall thi kn .T . 'Y• For I c e s see u �: 4 4 a• F _ ace11 -:• F -:• 8 :�:• ace N N N N r =�r�� 4 8 nt laced / clear r I c rs � r �n w hll bas _ � 'nt I t in II a be . ' 3 R 1 o c eel walls s I I s @ P .l 9 2 i. •.f. r' / / :;. :a .• t 4 4 4 'e• 4 I{ .1 ._ �_ 11 to inside of box unless otherwise shown. I 1 �j-1 - 3 O Min. I��t� 11 I 1• 11 I _ 11 11. 1 11 11 Int 3 -0 Min. �t or outside dia.+ 3 ± 6i*----2-0--�♦6-"I 4. Steps None required where Heels 3-6 or less. Install one step 16f (showing small pipe) SECTION F—F JOINT DETAIL above floor when "H"is more than 3'-6"and less than 51-0" Where x SECTION D- D "H" is more than 5'-0" steps shall be evenly spaced@12±intervals SECTION B —B from 16±above floor to within 12'±of the top of the box. Place steps Match curb type in wall without pipe openings. 11 C 11 Match curb type I ;'� # 7G 6" bottom bend Std. Frame I - 5 . Details shown apply to both metal and concrete pipe. 6 . Pipe(s ) can be placed in any wall . Vor. 7 . Curb section shall match adjacent curb. down into wal I , ,. and Grate I► - --- - t8 . Basin floors shat I have wood trowel finish and a minimum slope �- - - ---�- �*� I I I a ► of 12: 3 from all directions toward outlet pipe. 1 - - - F ! F #4 ;:.' 9 Galvanizing - See Standard Specifications or Speciol Provisions. B B I r ! I Grate ►0. Cost-In- Place or Precast alternative is optional with Contractor. F-r -� 1 1 . Set inlet so that rate bars are parallel to direction of principal I + I I Type 18 M ':at ... 9 I i D D I Mortar g: ` ' :�; :: _ I 1 _N surface flow. Grate M\°D I Grate ;r,\°D I 12. See"Stondard Grate Detoilsi1 D77-for Grate and Frame details and Type 24 - I Type 18 = Weights of Miscellaneous Iron and Steel. I I or 24 I N L— 4 hoops Ca 12 " I � t N I IL (See Sec. B-B) i I Total - 3 -+ i 11 1 �- -- - � 6 2-0 6 .... .., 2.011 t 3-0 Min •�.tl TYPE G 6 ti—---3 -0 Min. TYPE G4 or outside dia.+311± Same slope as gutter 4 bars lapped AS •f rom sides. BUILT TYPE G 2 Match curb type YP SECTION G—G (�6'� CORRECTIONS BY Type B2 curb shown I" Min. • `-- YPe A cur y I'-7 j" , # „ NO CI-IA�°��GES `°t:,:: , T b only Some slope 2 4 bars- Total-2 4@6 as gutter :`% �— "4 hoopsc� 12 " 21_011 DATE -SZD-� : :' Normal curb —� o L:: height 311 T - �r: a. �• C0A I /a Steel steps • .�: � • � to be in boxes having :.a; � ':�� •�';.• � ;o: �; • • - • � �'��•• �OD a depth of more than o - Vor.depression :! _ 11 a 0 '�w' 7@ 611 bend 7" .+� co 3 6 ,•:S' t ::N } I 3"Fi I let I"Ch m r wa I I I a f e I . I :.. :%• „ into 11 �1 �. I I °' STEP DETAI L sections a: bed joints in mortar :o:: 00 to bring box full height. X - � .•dOD - - �O _ 3 �a. a� c: OD M :4: :;o• OD C - x •r 1 I 1 u1 :p t 6 2!-0 '1 v �- . :. ° _ 11 1 11 •11 •-' .:7' C } (.l Wit..,fi• :•;'; ^I' tti tp( SECTION E— E - Bottoms not reinforced 'Ao �� N o SECTION C—C G E :l' ::: - - : ' `o: 7 :�' a� SECTION A A _ r Mortar :'r r �a. •t ,a-• ,. :o: :o:- _ :o: •''� - •^1'.7 1•••.1. I I •: :a•.: 31_011 l �l Min. co i *'� - " 4@ 1211 ;';+ or outside dia. +3 t 1 I + � 01811 Opening for pipe Grate ��-- _ Outside dia. + 3 ± : . ALTERNATIVE ALTERNATIVE I1 Grate Type 18 "'� Precast Box y e = T e 2=+ ,� _ REINFORCED BOTTOM Grate ; I p , N E l , I E q _j :: .• �'4t ,: b;: _ R HALF ROUND BOTTOM A Type 24 I I \ 1 Y N Bottom poured - , A �' C I --► I C after box in lace Q' �_ I:. .,;.a :\,. ::. 0 15" I I I I - ►: �. --- 7 4 STATE OF 0 NIA a , 1 CALIF R I r _ ( � :•.Y:•.::'�: :�: ;. -�.• .;. :. ;�:••:,: , .=•;S• ;:.?:fir.• � _ I HIGHWAY TRANSPORTATION AGENCY X i L _ 20 dia. to I �N DEPARTMENT OF PUBLIC WORKS _ i I I ' G 2 DIVISION OF HIGHWAYS � t • ; t 3'-0" Min. or outside diol+311± IIjl• 1_ 11 11 11 II 1 11 1_ 11� ,. I-6 2 0 - .•�.6� ��.---2!--0 -�.6� 6 2 0 6 STANDARD TYPE TYPICAL SECTION G I TYPE G 3 TYPE G 5 ( INLETS PRECAST IN SECTIONS) INLETS D73-5 . , : . STORM DRAIN h