rhs rhs

'A'

SECTION AT B-B
DETAILS OF RETURN & RETAINING WALL

SIDE SLOPE
PITCHING 450 THK. FLAT RIGID SIDE SLOPE
APRON EMBEDDED
IN 300 THK. CONC. PITCHING
(M15)
450 THK. FLAT RIGID
BED LEVEL APRON EMBEDDED
IN 300 THK. CONC.
(M15)

150 THK. PCC (M15)

150 THK. PCC (M15)

DETAILS OF DETAIL-A
TOE WALL DETAIL - 'D'
DETAIL - 'D'
CURTAIN WALL ON U/S SIDE
CURTAIN WALL ON D/S SIDE

DETAIL -T

General Notes:-
REVISIONS CONSULTANT:
VLS CONSULTANTS CLIENT: PWD DIVISION DHARWAD
1.THE DRAWING SHALL NOT BE SCALED, ONLY WRITTEN DIMENSIONS SHOULD BE FOLLOWED .
2. GRADE OF CONCRETE SHALL BE AS FOLLOWS: a) RCC BOX-M 30 / RETURN WALL - M25 # 220, 2nd Floor, Marvel Artiza
b) LEVELLING COURSE - M15
Opp KIMS Vidyanagar Hubli
c) CUTOFF WALL - M20
3. REINFORCEMENT BARS SHALL BE HIGH YIELD STRENGTH DEFORMED BARS HAVING YIELD STRENGTH OF
VLS Mob:- 9986518891 PROJECT:
550Mpa & CONFIRMING TO IS:1786 Consultants vlsconsultants.hbl02@gmail.com CONSTRUCTION OF BOX CULVERT AT KM 57.10 ON SH 137 NAVALGUND-
4. SOIL DENSITY ON THE BACKFILL AND EARTH CUSHION SHOULD CONFORM TO CLAUSE 305.2.1.5 OF M.O.S.T. BANAVASI-MUGAVALLI SECTION IN KUNDGOL TALUK DHARWAD DISTRICT
SPECIFICATION
5. NALA TRAINING WORKS IN SSM (BUND PROTECTION) SHALL BE MADE IN SITE WHEREVER REQUIRED
DEPENDING ON SITE CONDITION
6. NOMINAL SKIN REINFORCEMENT OF Ø8@200c\c SHALL BE PROVIDED IN TOE WALL FOR BOTH MAIN & Assistant Executive Engineer TITLE: GAD BOX CULVERT AT KM 57.10
Executive Engineer
Saturday, March 4, 2023 1:41:34 PM

DISTRIBUTION BARS IN ALL THE DIRECTIONS

REFERENCE DRAWINGS:- 7. ANY DIFFERENCE IN FOUNDING LEVEL IN SITE SHOULD BE INFORMED TO ENGINEER IN-CHARGE . PWD Sub Division, PWD Division,
F:\BENAKATTI\BENAKATTI

8. RL OF BORE LOG IS ASSUMED SAME AS LOWEST BED LEVEL. Kundagol Dharwad NAME SIGN DATE
9. RCC BOX IS DESIGNED FOR SBC OF 6 T/m2 AND RETURN WALL SBC 11 T/m2 DRAWN PRASHANT FEB 2023
10. FRL SHOULD MATCH WITH HIGHWAY PROFILE
11. EXISTING GROUND LEVEL SHOULD BE VERIFIED BEFORE EXECUTION AND DESIGN AMARESH FEB 2023
ACCORDINGLY FOUNDATION LEVELS MODIFIED TO SUITE THE SITE CONDITIONS. CHECKED AMARESH FEB 2023
13. SBC AS PER SOIL REPORT 13.40 T/Sqm.SBC SHALL BE VERIFIED
AT SITE BEFORE EXECUTION.
Superintendent Engineer APPROVED FEB 2023
File Name :

PWD Circle
Plot Date :

Dharwad DRAWING NUMBER : VLS/BOX/SH137 /km57.10/GAD-02