Post on 10-Feb-2022
Sample Plan
CONSTRUCTION PLAN DETAILS --------- CHECKLIST
3. Applicable Notes
4. Legend
Sample Plan
References:
General Information:
Any modifications to a Standard Plate should be shown as a detailed item.
- Large scale intersections
- Bridge Approach Treatments
- Sheet Piling
- Tying New Curb & Gutter to Inplace Pavement
CONSTRUCTION PLAN DETAILS --------- NARRATIVE
CONSTRUCTION PLAN DETAILS NARRATIVE AND CHECKLIST
- Concrete Median Curb Dowels
- Bridge Approach Panels
For projects with curb and gutter at large or complex intersections, major entrances, cul-de-sacs,
gutterline. Include a tabulation of point numbers, and XYZ for all spot elevations along the
Sample Plan is a spline grade.
7. Drawn by: and Checked by: Initials and Engineer's signature
6. Cross references to other sheets (as applicable)
1. Detail applicable to work scope
Chapter 9 - Plan and Profiles
Where shoulders are strengthened for anticipated bus use, do not call for rumble strips.
5-297.233 Bridge Approach Treatment for Abutment on Footing
RE
VISIO
N
DA
TE 10/2
3/19
23-
OC
T-2
01
9
- Reinforced Curb & Gutter at Drainage Structures
Standard Plans: 5-297.222 Bridge Approach Panel Layout - (Concrete Barrier on Wingwall)
5-297.223 Bridge Approach Panel Reinforcement Details - (Concrete Barrier on Wingwall)
5-297.225 Bridge Approach Panel Reinforcement Details - (Concrete Barrier on Approach Panel)
5-297.224 Bridge Approach Panel Layout - (Concrete Barrier on Approach Panel)
5-297.227 Bridge Approach Panel Miscellaneous Details
5-297.228 Bridge Approach Panel Joint Layout
5-297.231 Bridge Approach Panel Drainage Details
5-297.234 Bridge Approach Treatment for Integral Abutment
5-297.229 Bridge Approach Panel Joint Details
Miscellaneous: pw: \DM_ROS\Non_Project\Design\DetailDrawings\
pw: \OTS\DesignStandards\DesignDetails\
\
\
5-297.250 Pedestrian Curb Ramp Details (6 Sheets)
Examples of Construction Plan Details include but are not limited to the following:
- In-Lane Rumble Strips and/or Stripes
- ADA Pedestrian Ramp Details
- Guardrail End Treatments
2. Bar Scale
5. Dimensions and Incidental Work, if applicable
gutterline. The Designer shall ensure proper drainage. The example shown on sheet 40 of this
pork chop islands, etc., provide an electronic alignment and profile (spline grade acceptable) at the
write-up or notes in the plan.
Design Scene: Chapter 3 - Details and ADA
5-297.254 Driveway and Sidewalk Details (4 Sheets)
Any pay item that is identified as Modified or Special will require a detail and Special Provision
SECTION A-A
A
A
L
L
VAR
TOP OF CASTING ELEVATION
C STRUCTURE
2'
C CASTING & 27 IN HOLE
3 IN MIN. COVER
27 IN OPENING
2' 2'
0.1' SUMP
2'
27"
4"
MIN. 12"
5"
5"
2
1
CONCRETE INLET PAD
TRAFFIC LANE
TYPE B CONE
SECTION A-A
A
A
L
L
VAR
TOP OF CASTING ELEVATION
C STRUCTURE
VAR
SHLD
3 IN CLEARANCE
2'
C CASTING & 27 IN HOLE
3 IN MIN. COVER
27 IN OPENING
2' 2'
0.1' SUMP
2'
27"
4"7" DEPTH
MIN. 12"
5"
5"
CONCRETE MEDIAN BARRIER
1
2
2
1
4
CONCRETE INLET PAD
ADJACENT TO MEDIAN BARRIER
SUMP
0.1' SUMP
0.1'
INT CURB
D4 OR B4
ADJACENT TO INTEGRANT CURB
PAVEMENT DEPTH
MATCH ADJACENT
TOP OF CURB
3 APPLIES NEXT TO MEDIAN BARRIER.
3 EQUAL SPS.
4
EQ
UA
L
SP
S5"
5"
5" 5"
5'
6'
4
DIMENSIONS
L X W
REINFORCEMENT
(EPOXY COATED)
SQ FT
7"
6.0' x 5.0' 26.0
SAWING CONCRETE
PAVEMENT
(FULL DEPTH)DIMENSIONS
L X W
REINFORCEMENT
(EPOXY COATED)
SQ FT
6.0' x 5.0' 26.0
SAWING CONCRETE
PAVEMENT
(FULL DEPTH)
3 IN CLEARANCE
3 EQUAL SPS.
4
EQ
UA
L
SP
S5"
5"
5" 5"
5'
6'
4
CURB
INTEGRANT
REMOVE
CURB
OR B4 INTEGRANT
CONSTRUCT D4
6 PAVEMENT
CONCRETE
REMOVE
5
6
APPLIES NEXT TO INTEGRANT CURB.
10" INP. WEST OF RIVER 11" INP. EAST OF RIVER.
RAMP PAVEMENT 9" CONCRETE INP.; MAINLINE CONCRETE PAVEMENT
5
SEE MISCELLANEOUS DRAINAGE STRUCTURE ITEMS TABULATION ON SHT. NO. 21 TO 30.
LIST OF ITEMS FOR EACH LIST OF ITEMS FOR EACH
7
PAVEMENT
CONCRETE
REMOVE
3 7
INP. CONCRETE MEDIAN BARRIER
7R
EVISIO
N
DA
TE 10/2
3/19
SA
MPLE PLA
N
SHEET 1 OF 3
NO. 5 BARS @ 12 IN SPACINGNO. 5 BARS
NO. 5 @ 4 IN SPACING
(DRILL & GROUT)
NO. 4 TIE BAR 18" LONG
NO. 5 BARS NO. 5 BARS @ 12 IN SPACING
NO. 5 @ 4 IN SPACING
(DRILL & GROUT)
NO. 4 TIE BAR 18" LONG
INPLACE OR NEW DRAINAGE STRUCTURE.
0.88'
NO 5 BARS
TIE BARS
GROUT NO. 4
DRILL &
NO 5 BARS
TIE BARS
GROUT NO. 4
DRILL &
STATE PROJ. NO. 0000-00
DIS
TRIC
T #:
IPL
OT
NA
ME:
Projects\D
M_
ROS\N
on_Project\
Desig
n\S
ample
Pla
n\E
nglish\c
onstd
et.dgn
constd
et
Metr
o
23-O
CT-2
019
PL
OT
TE
D/
RE
VIS
ED:
DRAWN BY: CT CHECKED BY: HS CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 39 OF 84 SHEETS1/31/13 (T.H. 00)LICENSED PROFESSIONAL ENGINEER
CONSTRUCTION PLAN DETAILS
FIL
EN
AM
E:
SA
MPLE PLA
N
0.0' TO 1.0' ADJUSTING RINGS. MORTAR BETWEEN CASTING AND RINGS AND
STRUCTURE AND RINGS. (INCIDENTAL)
CONCRETE MIX 3A41HE
ALL ITEMS ARE INCLUDED IN CONCRETE INLET PAD PAY ITEM.
CONCRETE MIX 3A41HE
{ GUTTER4
50
SCALE IN FEET
+12.
38
EL.
968.
90
EL.
969.
07
EL.
969.
17
+28.
71
EL.
969.
28
+52.
84
EL.
968.
92
EL.
968.
55
EL.
968.
10
968.
77
10 11
960
970
EL.
970.
99
EL.
970.
55
EL.
970.
06
+22.
52
EL.
969.
57
+53.
15
EL.
969.
08
EL.
968.
59
EL.
968.
30
EL.
968.
13
EL.
968.
24
EL.
968.
61
EL.
969.
04
EL.
969.
50
EL.
969.
98
EL.
970.
49
+59.
46
EL.
970.
96
10 11 12 13 14 960
970
+
00.
00
G44 G45
G46
G47
G48
G49
G50
G5
1 G52
+90.
09
G53
G54
G55
G56
G57
G58
G59
G60
G61
G62
G63
G64 G65 G66 G67
G68
G53
EL.
971.
14
EL.
971.
14
+00.
00
965
965
975
G66
G67
G68
G53
G54
G47G48
G46
G45
G44
R10
G50
G49
G51 G52
G59
G60
G61
G62
G63
G64
R11
G55
G56
G57
G58
G65R13
{ W36NHIL
{ NFR_RDABT
EL.
968.
70
10
10
{ NFRONT
{ SHILW36
{ SBHILT
{ NBHILT
R12
15
15
15
10
10
POINTS PROFILEGUTTER4
NO.POINT ALIGNMENT STATION X Y ELEVATION
G44 GUTTER4 10+00.00 469,703.26 205,959.34 968.70
G45 GUTTER4 10+12.38 469,702.92 205,971.71 968.90
G46 GUTTER4 10+24.76 469,702.58 205,984.09 969.07
G47 GUTTER4 10+26.73 469,703.44 205,985.78 969.17
G48 GUTTER4 10+28.71 469,705.32 205,986.00 969.28
G49 GUTTER4 10+52.84 469,728.62 205,979.95 968.92
G50 GUTTER4 10+76.98 469,752.70 205,979.76 968.55
G51 GUTTER4 11+07.04 469,782.60 205,982.84 968.10
G52 GUTTER4 11+37.11 469,812.57 205,985.16 968.77
POINTS PROFILEGUTTER5
NO.POINT ALIGNMENT STATION X Y ELEVATION
G53 5GUTTER 10+00.00 469,602.60 206,060.49 971.14
G54 5GUTTER 10+30.63 469,632.44 206,054.55 970.99
G55 5GUTTER 10+61.26 469,657.75 206,037.64 970.55
G56 5GUTTER 10+91.89 469,674.66 206,012.33 970.06
G57 5GUTTER 11+22.52 469,680.60 205,982.49 969.57
G58 5GUTTER 11+53.15 469,674.66 205,952.64 969.08
G59 5GUTTER 11+83.78 469,657.75 205,927.33 968.59
G60 5GUTTER 12+14.41 469,632.44 205,910.42 968.30
G61 5GUTTER 12+45.04 469,602.60 205,904.49 968.13
G62 5GUTTER 12+75.67 469,572.75 205,910.42 968.24
G63 5GUTTER 13+06.31 469,547.44 205,927.33 968.61
G64 5GUTTER 13+36.94 469,530.53 205,952.64 969.04
G65 5GUTTER 13+67.57 469,524.60 205,982.49 969.50
G66 5GUTTER 13+98.20 469,530.53 206,012.33 969.98
G67 5GUTTER 14+28.83 469,547.44 206,037.64 970.49
G68 5GUTTER 14+59.46 469,572.75 206,054.55 970.96
G53 5GUTTER 14+90.09 469,602.60 206,060.49 971.14
+30.
63
+
61.
26
+91.
89
+83.
78
+14.
41
+45.
04
+75.
67
+06.
31
+36.
94
+67.
57
+98.
20
+28.
83
+24.
76
+26.
73
+76.
98
+07.
04
+37.
11
15
10
15
LOW POINT
POINTS RADIUSGUTTER4 NO.POINT X Y (FT)RADIUS
R10 469,704.58 205,984.14 2
R11 469,741.41 206,077.11 98
R12 469,888.41 204,809.19 1178.41
POINTS RADIUSGUTTER5 NO.POINT X Y (FT)RADIUS
R13 469,602.60 205,982.49 78
1178.41
98
LOW POINT
{ GUTTER5
GUTTER5
{ GUTTER5
FOR PEDESTRIAN RAMP DETAILS SEE SHEET NO. 213. 2
FOR PEDESTRIAN RAMP DETAILS SEE SHEET NO. 212.1
1
2
2
R 16.5'
STATE PROJ. NO. 0000-00
DIS
TRIC
T #:
IPL
OT
NA
ME:
Projects\D
M_
ROS\N
on_Project\
Desig
n\S
ample
Pla
n\E
nglish\c
onstd
et.dgn
constd
et
Metr
o
23-O
CT-2
019
PL
OT
TE
D/
RE
VIS
ED:
DRAWN BY: AO CHECKED BY: HG CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 40 OF 84 SHEETS10/24/17 (T.H. 00)LICENSED PROFESSIONAL ENGINEER
CONSTRUCTION PLAN DETAILS
FIL
EN
AM
E:
RE
VISIO
N
DA
TE 05/0
1/19
SA
MPLE PLA
N
SHEET 2 OF 3
G231
G232
INPLACE GROUNDLINE
SAWCUT
SAWCUT
SAWCUT
PROPOSED GUTTERLINE PROFILE
EL. 896.41
-0.27% -0.19%-0.30%
-0.54% -0.58%
EL. 894.92
G222
G223
G224
G225
G226
G227
G228
G229
G230
G233
G234
G235
G236 G237 G238
POINTS PROFILEGUTTER
G222 509050.0410 157722.6280
G223 509064.4010 157752.9110 896.32
G224 509069.3340 157786.0610 896.23
G225 509069.6100 157818.7860 896.14
G226 509069.9050 157843.7840 896.09
G227 509070.2000 157868.7820 896.05
G228 509070.4960 157893.7810 896.00
G229 509070.7910 157918.7790 895.95
G230 509071.0870 157943.7770 895.88
G231 509071.3820 157968.7750 895.80
G232 509071.6770 157993.7740 895.73
G233 509071.9730 158018.7720 895.65
G234 509072.2680 158043.7700 895.52
G235 509073.0340 158068.7580 895.38
G236 509073.3840 158093.7540 895.25
G237 509073.6170 158118.7530 895.11
G238 509073.8500 158143.7520 894.96
POINTSRADIUS
R130 509150.3930 159961.8890 114
0.83' TO GRADING GRADE
UTICAGUT
UTICA AVE.
40
SCALE IN FEET
10
13
10 11 12 13 14
900
R130
892
894
896
898
900
892
894
896
898
896.41
EL. 896.32
EL. 896.23
EL. 896.14
EL. 896.09
EL. 896.05
EL. 896.00
EL. 895.95
EL. 895.88
EL. 895.80
EL. 895.73
EL. 895.65
EL. 895.52
EL. 895.38
EL. 895.25
EL. 895.11
EL. 894.96
G222
G223
G224
G225
G226
G227
G228
G229
G230
G231
G232
G233
G234
G235
G236
G237
G238
NO.POINT X Y RADIUS
NO.POINT X Y ELEVATION
B618 C&G
NWALLB2
{ PSB100
{ PNWRAMP RWALL3
EL. 894.57
SA
WC
UT
1
1
2
B618 C&G
B618
VA
R
VAR
12'
2 SELECT GRANULAR MATERIAL.
1 SEE INSET I ON SHEET NO. 124.
R/
W
840
27 30M
VB85471
TB
C 6
X1
8
MVB85472
TB
C
6X1
8
MVB85473
TB
C
6X
18
MVB85474
TB
C
6X1
8
MVB85475
TB
C 6
X1
8
MVB85476
TB
C
6X
18
MVB85477
TB
C
6X
18
MVB85478
TB
C
6X
18
MVB85479
TB
C 6
X1
8
MVB85480
TB
C 6
X1
8
MVB85481
TB
C
6X
18
MVB85482
TB
C
6X
18
MVB85493
TB
C
6X
18
MVB85494
TB
C 6
X18
MVB85495
TB
C
6X18
MVB85496
TB
C 6
X18
STATE PROJ. NO. 0000-00
DIS
TRIC
T #:
IPL
OT
NA
ME:
Projects\D
M_
ROS\N
on_Project\
Desig
n\S
ample
Pla
n\E
nglish\c
onstd
et.dgn
constd
et
Metr
o
23-O
CT-2
019
PL
OT
TE
D/
RE
VIS
ED:
DRAWN BY: GLJ CHECKED BY: HS CERTIFIED BY LIC. NO. DATE 00000 SHEET NO. 41 OF 84 SHEETS1/31/18 (T.H. 00)LICENSED PROFESSIONAL ENGINEER
CONSTRUCTION PLAN DETAILS
FIL
EN
AM
E:
SHEET 3 OF 3UTICA AVE
PLA
N
SA
MPLE
RE
VISIO
N
DA
TE 10/2
3/19