1. DETAIL-2
(SCALE 1:30)
11
2 10
1
1
6
5
1
2
LONGITUDINAL SECTION
(SCALE 1:50)
7
7
7
7
DETAIL-2
17
15
16
20
24
22
EARTH FILLING
25
26
FOR DETAILS REFER
MISCELLANEOUS DRG.
18
REINFORCEMENT DETAILS OF RETURN WALL
(SCALE 1:25)
EGL
21
19
23
400
480
300
2
1
8
4
8
2
7
1
3
7
8
8
7
5
6
8
5
7
6
8
3
4
8
8
3
4
8
3
4 8
3
REINFORCEMENT DETAIL OF MINOR BRIDGE
(SCALE 1:50)
4
3
8 8
2
1
8
4
8
2
7
1
3
7
8
5
6
8
5
7
6
8 8
3
4
8 4
8
4
8
8
8
8
3
9
9
2
1
9
9
DETAIL-1
2-#12
SAME AS BAR NO.
DIA. AND SPACING
12
DETAIL-1
(SCALE 1:25)
13 14
FOR APPROACH SLAB
DETAILS REFER
@ 240mm C/C(PLAN)
IN LAYERS STAGGERED
@ 150C/C (ELEVATION)
STIRRUPS
PLAN
240
240
240 240 240
MISCELLANEOUS DRAWING
6
5
7
C
OF
MAIN
CARRIAGEWAY
L
27
PLAN OF TOP SLAB
(SCALE 1:100
27
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
300
15
18
18
16
17
PLAN OF RETURN WALL RAFT
(SCALE 1:50)
300 300 300 300 300
300
300
300
300
300
300 300 300 300 300
31
31
300
300
300
300
300
28
29
REINFORCEMENT DETAILS
(SCALE 1:20)
500
AT SKEW END OF RAFT
30
DEPTH
OF
FOOTING
SECTION A-A
28
29
30
REINFORCEMENT DETAILS
AT SKEW END OF RAFT
(SCALE 1:20)
A
A
REINFORCEMENT DETAIL OF SECTIONAL ELEVATION
SCALE 1: 50
32 450 450
680
450
680
450
34 32
32 33
34 35
32
33
36 37
34
38
39
40
41
42
45
43
44
46
32
32
39
39
40
38
39 38
1 1
25.03.2021 REVISED AS PER AE COMMENTS Dt : 08.12.2020
NOTES:
DATE :
SCALE :
SIZE : A2
REVISION : 4
AS SHOWN
12.04.2019
TITLE :
DRAWING NO :
TITLE
DRAWING NO.
REFERENCE DRAWINGS
THEIR
WRITTEN
PERMISSION.
BE
USED,
COPIED
OR
REPRODUCED
WITHOUT
IT
SHOULD
NOT
STUP
CONSULTANTS
PVT
LTD.
THIS
DRAWING
IS
THE
PROPERTY
OF
DATE
REV. DDMMYY STATUS DESCRIPTION
REVISIONS
0 1
STATUS CODES 1:FOR REVIEW/APPROVAL 2:DRAFT DPR 3:FINAL DPR
12.04.2019 FIRST SUBMISSION FOR APPROVAL
REINFORCEMENT DETAILS
14587 / E / DD - 336
14587/E/DD - 301 GENERAL ARRANGEMENT DRAWING
SUPERINTENDING ENGINEER (R&B)
NH CIRCLE, ANANTHAPURAMU
PROJECT :
CONSTRUCTION OF PROPOSED 4-LANE ROB AND ITS
APPROACHES IN LIEU OF EXISTING LEVEL CROSSING
NO.45 C AT KM 93.400 (RAILWAY CHAINAGE 70/903)
ON NH-205 IN THE STATE OF ANDHRA PRADESH
1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS
ARE IN METERS,UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THE DRAWING.
3. FOR DETAILED NOTES REFER SEPARATE DRAWING.
4. GRADE OF CONCRETE SHALL BE M30.
5. GRADE OF STEEL SHALL BE Fe500.
6. CLEAR COVER SHALL BE 75mm AT ALL FACES
FIGURED DIMENSIONS ONLY.
7. THE LEVELING COURSE FOR BOX CULVERT SHALL BE IN PCC OF
GRADE M15 USING 40mm ISS HBG METAL.
IN UNFAVOURABLE ZONE, THE DEVELOPMENT LENGTH SHALL BE
1.4 TIMES THAT GIVEN ABOVE FOR FAVOURABLE ZONE
8. LAP LENGTH OF THE STEEL SHALL BE PROVIDED AS BELOW
LAP LENGTH = K x ld
K = 1 WHERE <25% BARS AT THE SECTION ARE LAPPED
K = 1.15 WHERE BARS LAPPED AT THE SECTION ARE >25% BUT <33%
K = 1.4 WHERE BARS LAPPED AT THE SECTION ARE >33% BUT <50%
K = 1 .5 WHERE BARS LAPPED AT THE SECTION ARE >50%
9. MAXIMUM OF 50% OF BARS CAN BE LAPPED AT A SECTION AND LAPS
8. DEVELOPMENT LENGTH (ld) IN FAVOURABLE ZONE SHALL BE n TIMES
THE DIA OF BAR. VALUE OF n IS SHALL BE AS FOLLOWS,
GRADE OF
CONCRETE
'n'
M30 40
14587/E/DD - 335 GENERAL ARRANGEMENT DRAWING
REINFORCEMENT SCHEDULE OF MINOR BRIDGE(BOX TYPE)
150
150
1 2 3
420 420 150
150
250
250
4 5 6 7 8 10 11 12
#20@120C/C #20@120CC #16@120CC #16@120C/C #16@120C/C #16@120C/C #10@150C/C #10@120C/C #10@150C/C #10@150C/C #16@150C/C
400
400
9
#8@120C/C
400
400
15
20 21 22 23 24
#12@100
#10@100 #10@200
#10@100 #10@200
#10@100
25 26
#10-3Nos.
#12@100
100
150
100
#10@150C/C 2-#12
240
240 240
240
240
14
13
27
LEGEND:
TOP REINFORCEMENT
BOTTOM REINFORCEMENT
(BOX TYPE)
MINOR BRIDGE
#16-5Nos.
SHALL BE STAGGERED.
4 - #20 4 - #12 #10@200C/C
500
28 29 30 31
#16-5Nos.
DESIGN CONSULTANT:
SEAL & SIGNATURE
STUP Consultants Pvt.Ltd.
TEMPLE TOWER, 7th FLOOR,
OFFICE OF ORIGIN :
672, ANNA SALAI, NANDANAM,
CHENNAI - 600 035
M/s. THAVAM CONSTRUCTIONS.
TIRUPATTUR - 635 601
EPC CONTRACTOR :
SEAL & SIGNATURE
DESIGN DIRECTOR
SPECTRUM TECHNO CONSULTANTS PVT. LTD.
IN ASSOCIATION WITH
AUTHORITY ENGINEER:
M/S NM ENGINEERING & CONSULTANCY,MUMBAI.
SEAL & SIGNATURE
TEAM LEADER
16
#16@100
500
17
#10@100
300
#10@200
18 19
150
#16@200 +
32 33 34 35 36
#12@100C/C #8@150C/C
2 1
08.07.2022 REVISED AS PER AE COMMENTS
150
150 150
#12@200
VARIES VARIES
150 150
300
300
3 1
22.11.2022 REVISED AS PER AE COMMENTS
37 38 39 40 41 42 46
2-#10
#8@100C/C #8@150C/C #8@100C/C #8@150C/C 2-#10 #8@100C/C #12@100C/C #8@100C/C #8@150C/C
43
#8@150C/C
44
#8@200C/C
45
#8@200C/C
4 1
17.03.2023 REVISED AS PER AE COMMENTS Dt : 02.03.2023
