Notes Tables Plan for Dimensions and Bar Sizes P

TABLES FOR DIMENSIONS AND BAR SIZES

É OF MAIN LINE RCB

P -

CONSTRUCTION B T P B T P B T P JOINT ( INCHES ) ( INCHES ) ( INCHES ) ( INCHES ) ( INCHES ) ( INCHES ) ( INCHES ) ( INCHES ) ( INCHES ) É LATERAL/CONNECTOR PIPE T 12 5 42 7• 90 13‚ 5 N I 15 5 45 7ƒ 96 14

M B

" 18 5 48 8 102 15• 0

3 T 108 16 P 21 5 51 8• "

6 24 5‚ 54 9 114 16• 5 27 5• 57 9‚ 120 17 8

30 6 60 9• 5 126 17

33 6‚ 63 10 132 17•

G 36 6• 66 10‚ 138 17• -

69 144 18 C 39 7 10ƒ

D,E,H 72 11 D,E,H F BARS AND AND ELEV. S #5 78 11ƒ #7 G BARS G BARS #4 @18" P #4 @18" 84 12• - F BARS D,E,H F BARS W BARS 9 #4 @6" #6 @6" AND A #6 NG G BARS LE D & E BARS A T D, E, H & G BARS #5 @6" F BARS

F BARS

ROUND EDGES (TYP)

" NOTES 6 N I T B T 1. FOR NEW CAST-IN-PLACE CONSTRUCTION, JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH M

MAIN LINE STORM DRAIN, MANHOLE, OR TRANSITION.

STATION POINT "

0 STRUCTURAL 3 CONCRETE, CLASS "A" 2. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE A IS LESS THAN 30° b. TOP OF INLET PIPE IS LESS THAN 6" BELOW THE SOFFIT.

CONSTRUCTION T c. FLOW LINE OF INLET PIPE IS LESS THAN 7" ABOVE THE FLOOR OF THE MAIN LINE AT THE INSIDE FACE. JOINT PLAN 3. VALUES FOR A, B, C, ELEV. R, AND ELEV. S SHALL BE SPECIFIED ON PROJECT DRAWINGS. VALUES #4 @18" E.W. WHEN FOR T ARE SHOWN IN TABLES HEREIN. B IS 60" OR MORE SECTION G 4. STATIONS SPECIFIED ON DRAWINGS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE - AND LATERALS, UNLESS OTHERWISE NOTED.

NEW OR EXISTING 5. UNLESS OTHERWISE SHOWN, ALL REINFORCING STEEL SHALL BE NEW STRAIGHT, DEFORMED STEEL BARS AND CONSTRUCTION É OF MAIN LINE RCB SHALL BE KEPT 1 •" CLEAR FROM INSIDE FACE OF CONCRETE.

6. WHERE DESIGN VELOCITIES EXCEED 20 FT/SEC, CONCRETE COVER ON THE INSIDE FACE SHALL BE INCREASED W BARS 9 ANY STANDARD TO PROVIDE ADDITIONAL COVER OVER THE REINFORCED STEEL AS SPECIFIED ON THE PROJECT DRAWINGS. PIPE JOINT 7. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO THE SPRING LINE. F BARS D BARS 2-H BARS 8 PLACE CLASS B CONCRETE, OR COMPACT SOIL UNDER STRUCTURE TO RELATIVE DENSITY 4" O.C. T REQUIRED BY SPECIFICATIONS. FILL MAY BE OMITTED IF STRUCTURE IS LAID ON UNDISTURBED EARTH TO MAIN LINE WALL.

9 P W BARS ARE MAIN LINE WALL STEEL (INTERIOR CURTAIN), AND SHALL BE CUT IN CENTER OF OPENING AND BENT

) #4 @18" B INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. D E I ROUND F

I ELEV. R

D EDGES LIMITS OF EXISTING CONSTRUCTION REMOVAL. O M ( ELEV. S

E BARS

T 9 8 1

D 2-G BARS -

2 4" O.C.

. #4 @18" E.W. WHEN O N

B IS 60" OR MORE . D FESSIO FESSIO T O N O N PR A PR A L L S E. NUE D U D A UNDISTURBED EARTH N H E M L E . E E O L 8 R N R O P N RIVERSIDE COUNTY FLOOD CONTROL S E D I E G E A G

. D A Y I D I W BARS 9 T T AND N U N J R C S S JUNCTION STRUCTURE

E E

. I I A E WATER CONSERVATION DISTRICT

G G E

E L

E E

R . No. 59795 R No. 70355

C NO. 1

R R APPROVED BY: APPROVED BY:

C . SECTION

A P S S . T A T A I L A C A C I T IVIL N T IVIL N GENERAL MANAGER-CHIEF ENGINEER CHIEF, DESIGN & CONSTRUCTION E R E R STANDARD DRAWING NUMBER JS226 - O O F O FO F CALI F C LI A DATE: 7-2-2019 R.C.E. NO. 59795 DATE: 7-2-2019 R.C.E. NO. 70355 SHEET 1 OF 1