20200474 Ver 1_St Albans Street Plans-12-19-2019_20200403

ST AL
B
A
N
S
D
R
BENSON DRN
A
V
A
H
O

D
R
I
V
E
IN
T
E
R
S
T
A
T
E

4
4
0
ST ALB
A
N
S

D
R
HARD
I
M
O
N
T

R
D
WAKE FOREST RDWAKE FOREST RDSIX FORKS RDINTERSTATE
440ATLANTIC AVESITE
NC GRID NAD 83 (2011 ADJUSTMENT)Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN1 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSGRAPHIC SCALE
0
1 inch = 500 feet
1000250500
CONCURRENT SUBDIVISION PLAN
2019
MIXED USE DEVELOPMENT
CITY OF RALEIGH, WAKE COUNTY, NORTH CAROLINA
OWNER DEVELOPER ENGINEER
VICINITY MAP
SHEET LIST TABLE TITLE SHEETDEWITT CAROLINAS, INC.ADVANCED
C I V I L D E S I G N
LANDSCAPE
ARCHITECT
AT ST ALBANS
CONCURRENT REVIEW APPROVAL
PUBLIC IMPROVEMENT QUANTITY TABLE
·
·
’
·
“
”“”
·
·
·
PUBLIC PUBLIC
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN2 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSCONDITIONS OF APPROVALDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
ST ALBA
N
S

D
R

(
E
X
.

6
0
'

R
/
W
)BENSON DR (EX. 60' R/W)ST ALBAN
S

D
R

(
E
X
.

6
0
'

R
/
W
)
LOT 1
LOT 3
LOT 5
LOT 17
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 16
LOT 13
LOT 12
LOT 2
LOT 4
LOT 11QUAIL HOLLOW DRIVE (80' R/W )QUAIL HOLLOW DRIVE (64' R/W )A STREET (73' R/W)B STREET (73)C STREET (R/W VARIES)BENSON DR (EX. 60' R/W)A STREET (73' R/W )
LOT 15
LOT 14PHASE 1PHASE 4PHASE 3PHASE 4PHASE 2PHASE 1PHASE 1
PHASE 3
PHASE 2
PHASE 3
QUAIL HOLLOW DRIVE( EX. R/W 50')NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
SITE DATA
NOTES:
LEGEND
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN3 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSBOUNDARY SURVEYDEWITT CAROLINAS, INC.
ST ALBA
N
S

D
R
BENSON DRQUAIL HOLLOW DRIVEST ALBA
N
S

D
R
BENSON DRLEGEND
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN4 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSEXISTING CONDITIONS PLANDEWITT CAROLINAS, INC.NC GR
ID
NAD
83

(201
1
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
CONCURRENT REVIEW APPROVAL
ST ALBA
N
S

D
R

(
E
X
.

6
0
'

R
/
W
)BENSON DR (EX. 60' R/W)QUAIL HOLLOW DRIVE ( EX. R/W 50')ST ALBAN
S

D
R

(
E
X
.

6
0
'

R
/
W
)
LOT 1
LOT 3
LOT 5
LOT 17
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 16
LOT 13
LOT 12
LOT 2
LOT 4
LOT 11QUAIL HOLLOW DRIVE (80' R/W )QUAIL HOLLOW DRIVE (64' R/W )A STREET (73' R/W)B STREET (73)C STREET (R/W VARIES)BENSON DR (EX. 60' R/W)A STREET (73' R/W )
LOT 15
LOT 14PHASE 1PHASE 4PHASE 3PHASE 4PHASE 2PHASE 1PHASE 1
PHASE 3 PHASE 2
PHASE 3
+23
·–
·–
·–
·–
·–
·–
·–
·–
·–
·–
·
·
·
·
·
·
·
·
·
·
·
·
·
·–
·–
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN5 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSPHASING DIAGRAMDEWITT CAROLINAS, INC.NC GR
ID
NAD
83

(20
11
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
CONCURRENT REVIEW APPROVAL
ST ALBANS DR (60' R/W)BENSON DR
ST ALBANS DR (60' R/W)PHASE 1PHASE 2Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN6 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSDEMOLITION PLANDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
1 inch = 30 feet
GRAPHIC SCALE
6001530
CODED NOTES ADVANCEDLEGEND
ADVANCED·
·
’
·
“”“
”
·
·
·
BENSON DRPHASE 2
PHASE 3
DEMO IN
PHASE 2
DEMO IN
PHASE 2
DEMO IN
PHASE 3
DEMO IN
PHASE 3 BENSON DRDrawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN7 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSDEMOLITION PLANDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
1 inch = 30 feet
GRAPHIC SCALE
6001530
CODED NOTES
ADVANCEDLEGEND
·
·
’
·
“”“
”
·
·
·
ST ALBA
N
S

D
R
BENSON DRQUAIL HOLLOW DRIVEST ALBAN
S

D
R
LOT 1
LOT 3
LOT 5
LOT 17
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 16
LOT 13
LOT 12
LOT 2
LOT 4
LOT 11QUAIL HOLLOW DRIVEQUAIL HOLLOW DRIVEA STREET
A STREET
B STREETC STREETLOT 14
LOT 15
PHASE 1PHASE 4PHASE 3PHASE 4PHASE 2PHASE 1PHASE 1
PHASE 3
PHASE 2
PHASE 3
NC GR
ID
NAD
83

(201
1
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
LEGEND
SITE DATA
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN8 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSOVERALL SITE PLANDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
LOT 13
LOT 12
ACCESS DRIVE
A STREETDrawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN9 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSPEDESTRIAN ACCESS EXHIBITDEWITT CAROLINAS, INC.NC GRID NAD 83 (2011 ADJUSTMENT)GRAPHIC SCALE
0
1 inch = 20 feet
401020
CONCURRENT REVIEW APPROVAL
2:1

M
A
X
.
2:1 M
A
X.
1/4"/FT
20.5'
11'11'2'6'6'
5' CITY
UTILITY
EASEMENT 7.5'7.5'
9.5'14'
AVENUE 2-LANE DIVIDED W/ CENTER TURN LANE - SECTION A-A
1/4"/FT1/4"/FT
ST. ALBANS DRIVE (71.5' R/W)
LEx. C
48' B/B EX. R/WEX. B/CLANECENTER
TURN LANE
27.5'PROP. R/W11'
LANE
30'30'11.5'
NEW R/W EX. R/W2:1

M
A
X
.
2:1 M
A
X.
1/4"/FT
24'
11'11'2'6'6'
5' CITY
UTILITY
EASEMENT 7.5'7.5'
6'14'
AVENUE 2-LANE DIVIDED W/ CENTER TURN LANE - SECTION B-B
1/4"/FT1/4"/FT
ST. ALBANS DRIVE (76' R/W)
LEx. C
48' B/B EX. R/WEX. B/CLANECENTER
TURN LANE
24'PROP. R/W11'
LANE
30'30'8'
NEW R/W EX. R/W8'PROP. R/WNEW R/W
3.5'
WIDENING
14'
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN10 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSTYPICAL SECTIONS & CURB RAMP DETAILSDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
GENERAL
WALKWAY TYPE
PLANTING TYPE
TREE SPACING 40' O.C. AVG
SIDEWALK
TREE / LAWN
NONEPARKING TYPE
LC
2:1 M
A
X.
2:1

M
A
X
.
2:1

M
A
X
.
2:1 M
A
X.
1/4"/FT 1/4"/FT
POINT
GRADE
64' PUBLIC R/W
36' B-B
11'2'6'6'11'2'6'6'5' CITY
UTILITY
EASEMENT
5' CITY
UTILITY
EASEMENT
5' CITY
UTILITY
EASEMENT
4.5'2.5'4.5'2.5'
14'14'
3" S9.5B
3" I19.0B
8" ABC
PAVEMENT DESIGN
AVENUE 2-LANE UNDIVIDED (64' R/W)
1/4"/FT1/4"/FT
GENERAL
WALKWAY TYPE
PLANTING TYPE
TREE SPACING
TREE/LAWN
40' O.C. AVG
SIDEWALK
15'11'11'6'6'2.5'2.5'
5' CITY
UTILITY
EASEMENT
5' CITY
UTILITY
EASEMENT
5'5'2'
14'
1/4"/FT1/4"/FT
1/4"/FT
6'6'2'
1/4"/FT1/4"/FT
1/4"/FT
14'52' B-B
NONEPARKING TYPE
LC
2:1 M
A
X.
2:1

M
A
X
.
2:1

M
A
X
.
2:1 M
A
X.
POINT
GRADE
1.5'1.5'
3" S9.5B
3" I19.0B
8" ABC
PAVEMENT DESIGN
80' PUBLIC R/W
AVENUE 2-LANE DIVIDED (80' R/W)3" S9.5B
3" I19.0B
8" ABC
PAVEMENT DESIGNGENERAL
WALKWAY TYPE
PLANTING TYPE
TREE SPACING
SIDEWALK ON 2 SIDES
40' O.C. AVG
PARKING TYPE PARALLEL/60° ANGLED
TREE GRATES/LAWN
POINT
GRADE
41' B-B
73' PUBLIC R/W
2.5'
PARKING
16'
6'
TREE
GRATES
12'10'
1/4"/FT
1/4"/FT
8.5'
2.5'
PARKING
8.5'
LC
MAIN STREET PARALLEL PARKING (73' R/W)
12'
1/4"/FT
1/4"/FT
PARKING
8.5'
PARKING
6'10'
TREE
GRATES
2.5'
16'
WALKWAY TYPE
PLANTING TYPE
TREE SPACING
PARKING TYPE
ROADWAY DATA
TREE/LAWN
40' O.C. AVG
3" S9.5B
3" I19.0B
8" ABC
PAVEMENT DESIGN
LC
2.5'
EX. 41' B-B
12'
6'6'
2:1

M
A
X
.
2:1 M
A
X.
2:1 M
A
X.
2:1

M
A
X
.
5' CITY
UTILITY
EASEMENT
5' CITY
UTILITY
EASEMENTEX. 9.5'14'
2'2.5'
1/4"/FT
1/4"/FT 1/4"/FT
1'5'
1/4"/FT
3.5'
SIDEWALK BOTH SIDES
PARALLEL ON 2 SIDES
POINT
GRADE
INDUSTRIAL STREET - SECTION C-C
BENSON DRIVE (64.5' PR. R/W)
EX. 30' R/W
EX.
EX. 30' R/W
PR. 4.5' R/W
* SEE SHEET 18 FOR SECTION A-A LOCATION
* SEE SHEET 17 FOR SECTION B-B LOCATION
12'12'
FULL
LEFT
TURN
LANE
LC
2.5'
EX. 52' B-B
12'
6'6'
2:1

M
A
X
.
2:1 M
A
X.
2:1 M
A
X.
2:1

M
A
X
.
5' CITY
UTILITY
EASEMENT
5' CITY
UTILITY
EASEMENTEX. 9.5'14'
2'2.5'
1/4"/FT
1/4"/FT 1/4"/FT
2'5'
1/4"/FT
3.5'
POINT
GRADE
INDUSTRIAL STREET - SECTION D-D
BENSON DRIVE (75.5' PR. R/W)
EX. 30' R/W
EX.
EX. 30' R/WPR. 15.5' R/W
12'12'
FULL
LEFT
TURN
LANE
11'
RIGHT
TURN
LANE
18'18'
18'29'
DATE: 8/1/18
CURB RAMPS
(NEW DEVELOPMENT)
T-20.01.2
LANDING
RAMP / FLARE
4"
6"
REVISIONS NOT TO SCALE
SHEET 2 OF 8
CITY OF RALEIGH
STANDARD DETAIL
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
6" TYP.
SIDE
W
A
L
K
GRAS
S

S
T
R
I
P
SIDE
W
A
L
K
GRAS
S

S
T
R
I
P
24" TYP WIDTH
12" MIN WIDTH
5' MAX.
5' MAX.
8"W X 6"D TYP.
LANDING
RAMP / FLARE
4"
6"
NOTE: USE SMALL FLARES ONLY WHEN A CURB
TYPE DIRECTLY CONFLICTS WITH
APPROACHING VEHICULAR TURNING
MOVEMENTS.
6' (T
Y
P
)
4' MIN
6' (T
Y
P
)
4' MIN
R=1'
PAY LIMITS FOR CURB RAMP
1
11
LANDI
N
G
LANDI
N
G
CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
IF LENGTH EXCEEDS 5', TRUNCATED DOMES SHALL
BE INSTALLED ALONG THE BACK OF THE CURB
COVERING THE FULL WIDTH OF THE RAMP.
5
5
5
4 RAMPS AND DOMES SHALL BE INSTALLED THE
SAME WIDTH AS THE SIDEWALK.
R=1' (TYP)
R=1' (TYP)
R=1' (TYP)
SIDEWALK
SURFACE (TYP)
DETECTABLE WARNING
DEPRESSED 2'-6"
CURB & GUTTER
2
1/2" EXPANSION
JOINT (TYP)
3
SURFACE (TYP)
DETECTABLE WARNING
SIDEWALK
6"W X 12"D
CONCRETE CURB GRASS1/2" EXPANSION
JOINT (TYP)GRASSCONCRETE DEPTH
NON-WALKSURFACE6'(TYP) 4' MIN.6'(TYP) 4' MIN.TYPE N-2 (RADIUS)
TYPE N-2 (TEE INTERSECTION)
6" W X 12"D CONCRETE CURB
DEPRESSED 2'-6"
CURB & GUTTER
SURFACE (TYP)
DETECTABLE WARNING
2
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
2
DETECTABLE
WARNING
SURFACE (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
12" D. (TYP)
CONCRETE DEPTH
TYPE N-1 (CURB TYPE)
TYPE N-1A (FLARE TYPE)
6"W X 12"D
CONCRETE CURB
1/2" EXPANSION
JOINT (TYP)
GRASS
33
2
3
1
3
3
1
3
4
4
4 4
4
DATE: 8/1/18
(COMMERCIAL/RETAIL USE)
T-20.01.3
22
NOTE: * USE SMALL FLARE ONLY WHEN A CURB
WOULD DIRECTLY CONFLICT WITH
APPROACHING VEHICLE TURNING MOVEMENTS.
LANDING
RAMP / FLARE
4"
6"
LANDING
RAMP / FLARE
4"
6"
TYPE N-3
TYPE N-3A
REVISIONS NOT TO SCALE
1
2
3
CROSS SLOPE: 2.00%
8.33% (12:1) MAX RAMP SLOPE
CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
PAY LIMITS FOR CURB RAMP
SHEET 3 OF 8
CITY OF RALEIGH
STANDARD DETAIL
CURB RAMPS
(NEW DEVELOPMENT)
4 RAMPS AND DOMES SHALL BE INSTALLED THE SAME
WIDTH AS THE SIDEWALK.
R=1' (TYP)
SIDEWALK WIDTH
6' MIN
SIDEWALK WIDTH
6' MIN2
3
10%
10%
10%10%
4' MIN LANDING
DEPRESSED 2'-6"
CURB & GUTTER
DETECTABLE WARNING
SURFACE (TYP)
DEPRESSED 2'-6"
CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
SIDEWALK AREA NON-WALKSURFACENON-
WAL
K
SURFA
C
E
1
1
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)1/2" EXPANSION
JOINT (TYP)
*24" TYP
12" MIN
CONCRETE DEPTH
CONCRETE DEPTH
6"W X 12"D CONCRETE CURB
DEPRESSED 2'-6"
CURB & GUTTER
BY FLARE SLOPE)
6' (TYP)
4' MIN.
SURFACE (TYP)
DETECTABLE WARNING
10%10%
11
3
8"
T
Y
P
.
1/2" EXPANSION
JOINT (TYP)
DEPRESSED
2'-6" CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
6' (TYP)
4' MIN.
4
4
4
4
DATE: 8/1/18
CURB RAMPS
(NEW DEVELOPMENT)
REVISIONS NOT TO SCALE
SHEET 4 OF 8
CITY OF RALEIGH
STANDARD DETAIL
SIDE
W
A
L
K
GRAS
S

S
T
R
I
P
LANDING 4"
6"
CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
1
2
3
CROSS SLOPE: 2.00%
PAY LIMITS FOR CURB RAMP
IF LENGTH EXCEEDS 5', TRUNCATED DOMES SHALL
BE INSTALLED ALONG THE BACK OF THE CURB
COVERING THE FULL WIDTH OF THE RAMP.
5
SLOPE TO MEET GRADE, 15' MAXIMUM.
GRAS
S

S
T
R
I
P
RAMP
T-20.01.4
5' MAX.
5' MAX.
LANDI
N
G
6" TYP.
6' (T
Y
P
)
4' MIN
SIDE
W
A
L
K
LANDI
N
G
6" TYP.
6' (T
Y
P
)
4' MIN
5
5
4 RAMPS AND DOMES SHALL BE INSTALLED THE SAME
WIDTH AS THE SIDEWALK.
R=1' (TYP)
R=1' (TYP)
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
CONCRETE DEPTH
TYPE N-4
1/2" EXPANSION
JOINT (TYP)
1/2" EXPANSION
JOINT (TYP)
TYPE N-4A
WARNING
SURFACE (TYP)
12" D. (TYP)
6"W X 12"D
SURFACE (TYP)
12" D. (TYP)
6"W X 12"D
3
2
1
DETECTABLE
3
CONCRETE CURB
2
DETECTABLE
WARNING
CONCRETE CURB
1
4
4
ST ALBANS DRIVELOT
2
QUAIL HOLLOW DRIVE
PHASE 4PHASE 3LOT 16LOT 2 LOT 1
LOT 3LOT 4
D
PHASE 1PHASE 3Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN11 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSPLAN AND PROFILE (QUAIL HOLLOW DRIVE)DEWITT CAROLINAS, INC.SEE SHEET 16CONCURRENT REVIEW APPROVAL
LEGEND
SEE S
H
E
E
T

13
SITE PLAN NOTES
PUBLIC PUBLIC
LOT 7
LOT 8
A STREETC STREET
PHASE

2
PHASE
1
D
LOT 5
LOT 9PHASE 2PHASE 3P
H
A
S
E

2
P
H
A
S
E

1
ST ALBANS DR→
↓
→
↓
→
↓
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN12 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSPLAN AND PROFILE (C STREET)DEWITT CAROLINAS, INC.SEE SHEET 14
SEE SHEET 13
CONCURRENT REVIEW APPROVAL
LEGEND
SITE PLAN NOTES
PUBLIC
LOT 6
A STREET
LOT 15
PHASE 1
PHASE 3
PHASE 4
PHASE 3
LOT 16
LOT 15P
H
A
S
E

2
PH
A
S
E

3PHASE 2PHASE 1→
↑
→
↑
→
↑PHASE 3PHASE 1PHASE 2PHASE 3Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN13 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSPLAN AND PROFILE (A STREET)DEWITT CAROLINAS, INC.SEE SHEET 14 CONCURRENT REVIEW APPROVAL
SEE SHEET 12
SEE SHEET 15 SEE SHEET 16
SEE SHEET 11
SITE PLAN NOTES
TREE/PARKING ISLAND DETAIL1
SECTION 1-1
LEGEND1
PUBLIC PUBLIC
LOT 9
LOT 12
LOT 11
A STREET
PHASE 2
PHASE 3 BENSON DRIVEP
H
A
S
E

2
PH
A
S
E

3PHASE 2PHASE 1→
↑
→
↑PHASE 2PHASE 3Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN14 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSPLAN AND PROFILE (A STREET)DEWITT CAROLINAS, INC.SEE SHEET 13CONCURRENT REVIEW APPROVAL
SEE SHEET 12
SITE PLAN NOTES
TREE/PARKING ISLAND DETAIL1 SECTION 1-11
PUBLIC PUBLIC
LEGEND
A STREETB STREET
LOT 14
PHASE 3
PHASE 4
LOT 16
LOT 15
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN15 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSPLAN AND PROFILE (B STREET)DEWITT CAROLINAS, INC.SEE SHEET 13
SEE SHEET 13
CONCURRENT REVIEW APPROVAL
SITE PLAN NOTES
LEGEND
TREE/PARKING ISLAND DETAIL1 SECTION 1-11
PUBLIC PUBLIC
QUAI
L
H
O
L
L
O
W
D
RI
V
E
QUAIL HOLLOW DRIVE
PHASE 1
PHASE 4
PHASE 4PHASE 3LOT 16
LOT 16
LOT 17D
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN16 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSPLAN AND PROFILE (QUAIL HOLLOW DRIVE)DEWITT CAROLINAS, INC.SEE SHEET 11CONCURRENT REVIEW APPROVAL
SEE SHEET 13
SITE PLAN NOTES
TREE/PARKING ISLAND DETAIL1
SECTION 1-11 PUBLIC
PUBLIC
LEGEND
ST ALBANS DRIVE
QUAIL HOLLOW DRIVEDB
BD ST ALBANS DRIVE
C STREETDrawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN17 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSST ALBANS WIDENING PLANDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
GRAPHIC SCALE
0
1 inch = 20 feet
401020 MATCHLINE STA:9+00 SEE BELOWMATCHLINE

STA:9+00
SEE
ABOVEMATCHLINE STA:15+00 SEE SHEET 18NC GRID
NAD
83
(2011
ADJUSTMENT)
N
C

G
R
I
D

N
A
D

8
3

(
2
0
1
1

A
D
J
U
S
T
M
E
N
T
)
LEGEND
PLAN NOTES
WIDENING JOINT DETAIL
AAST ALBANS DRIVE
BENSON DRIVED
BENSON DRIVE A STREETBENSON DRIVE
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN18 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSST ALBANS AND BENSON DR WIDENING PLANDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
GRAPHIC SCALE
0
1 inch = 20 feet
401020MATCHLINE STA:15+00 SEE SHEET 18MATCHLINE STA:12+00 SEE BELOW
MATCHLINE STA:12+00 SEE ABOVENC GRID
NAD
83
(2011
ADJUSTMENT)NC GRID NAD 83 (2011 ADJUSTMENT)LEGENDPLAN NOTES
WIDENING JOINT DETAIL
QUAIL HOLLOW DR
QUAIL
HOLLOW DR
QUAIL
HOLLOW DR
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN19 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSST ALBANS WIDENING CROSS SECTIONSDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
GRAPHIC SCALE
0
1 inch = 10 feet
20510
LEGEND
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN20 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSST ALBANS WIDENING CROSS SECTIONSDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
GRAPHIC SCALE
0
1 inch = 10 feet
20510
LEGEND
C STREET
C STREET
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN21 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSST ALBANS WIDENING CROSS SECTIONSDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
GRAPHIC SCALE
0
1 inch = 10 feet
20510
LEGEND
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN22 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSST ALBANS WIDENING CROSS SECTIONSDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
GRAPHIC SCALE
0
1 inch = 10 feet
20510
LEGEND
A STREETA STREET
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN23 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSST ALBANS AND BENSON DR WIDENING CROSS SECTIONSDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
GRAPHIC SCALE
0
1 inch = 10 feet
20510
BENSON DRIVE CROSS SECTIONS
LEGEND
LOT 17
LOT 16
D
D D
D
D
D
D
D
D
D
D
A STREETQUAIL HOLLOW DRQUAIL HOLLOW DR→
↑
LOT 6
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN24 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSROUNDABOUT DETAILSDEWITT CAROLINAS, INC.GRAPHIC SCALE
0
1 inch = 10 feet
20510
CONCURRENT REVIEW APPROVAL
LOT 9
LOT 6
LOT 13
D
D
DD
D
D D
D
D
D
DA STREETA STREETC STREET→
↓
→
↓
LOT 15
LOT 8
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN25 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSROUNDABOUT DETAILSDEWITT CAROLINAS, INC.GRAPHIC SCALE
0
1 inch = 10 feet
20510
CONCURRENT REVIEW APPROVAL
ST ALBANS DRIVE
D
D
→
↑QUAIL HOLLOW DRIVE→
↑
ST ALBANS DRIVE
D
D
C STREET→
↑
ST ALBANS DRIVE
D BENSON DRIVEBENSON

D
R
I
V
E
→
↓
D
D
A STREETDrawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN26 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSINTERSECTION DETAILSDEWITT CAROLINAS, INC.GRAPHIC SCALE
0
1 inch = 10 feet
20510
CONCURRENT REVIEW APPROVAL
QUAIL HOLLOW DRIVE AT ST ALBANS DRIVE INTERSECTION DETAIL
A STREET @ BENSON DRIVE INTERSECTION DETAIL
C STREET AT ST ALBANS DRIVE INTERSECTION DETAIL
BENSON DRIVE AT ST ALBANS DRIVE INTERSECTION DETAILNC GRID
NAD
83
(2011
ADJUSTMENT)
N
C

G
R
I
D

N
A
D

8
3

(
2
0
1
1

A
D
J
U
S
T
M
E
N
T
)NC GRID NAD 83 (2011 ADJUSTMENT)NC GRID
NAD
83
(2011
ADJUSTMENT)
A STREET
B STREETD
D
ST ALBANS DRIVE
D
D
ST ALBANS DRIVED
D
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN27 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSINTERSECTION DETAILSDEWITT CAROLINAS, INC.GRAPHIC SCALE
0
1 inch = 10 feet
20510
CONCURRENT REVIEW APPROVAL
A STREET @ ONE REN, LLC DRIVE INTERSECTION DETAIL
B STREET @ ONE REN, LLC DRIVE INTERSECTION DETAIL
A STREET @ B STREET INTERSECTION DETAILNC GR
ID
NAD
83

(
2011
ADJUSTMENT
)NC GR
ID
NAD

83

(20
11
ADJUSTMENT
)NC GR
ID
NAD

83

(20
11
ADJUSTMENT
)
NP 267.00
NP 267.00
ST ALBA
N
S

D
R
BENSON DRST ALBA
N
S

D
R
LOT 1
LOT 3
LOT 5
LOT 17
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 16
LOT 13
LOT 12
LOT 2
LOT 4
LOT 11
LOT 14
LOT 15
PHASE 1PHASE 4PHASE 3PHASE 4PHASE 2PHASE 1PHASE 1
PHASE 3
PHASE 2
PHASE 3
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN28 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSOVERALL GRADING PLANDEWITT CAROLINAS, INC.NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
CONCURRENT REVIEW APPROVALLEGENDSTANDARD GRADING NOTES (AS APPLICABLE)
ST ALBA
N
S

D
R
I
V
E
QUAIL HOLLOW DRIVELOT 1
LOT 3
LOT 5
LOT 6
LOT 2
LOT 4
PHASE 3
PHASE 1
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN29 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSGRADING AND DRAINAGE PLANDEWITT CAROLINAS, INC.NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
MATCHLINE SEE SHEET 32 MATCHLINE SEE SHEET 30CONCURRENT REVIEW APPROVALLEGEND
BENSON DRIVEST ALBA
N
S

D
R
I
V
E
C STREETLOT 5
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 11PHASE 2PHASE 1PHASE 2
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN30 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSGRADING AND DRAINAGE PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 29MATCHLINE SEE SHEET31
NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVALLEGEND
A STREET
BENSON DRIVELOT 9
LOT 6
LOT 13
LOT 12
LOT 11
LOT 14
LOT 15
PHASE 2
PHASE 3
72 PARKING
SPACES TO REMAIN
656 TOTAL EXISTING PARKING SPACES
FOR ONE REN, LLC OFFICE BUILDING
552 MUST BE MAINTAINED*
489 PARKING PACES TO REMAIN
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN31 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSGRADING AND DRAINAGE PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 30 MATCHLINE SEE SHEET 32 NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVALLEGEND
QUAIL HOLLOW DRIVEA STREET
LOT 17
LOT 6
LOT 16
PHASE 1PHASE 4PHASE 3PHASE 4PHASE 3
PHASE 4
PHASE 3
PHASE 1
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN32 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSGRADING AND DRAINAGE PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 31MATCHLINE SEE SHEET 29
NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVALLEGEND
A STREET
PHASE 1
PHASE 3
PHASE 4
PHASE 3
LOT 17
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN33 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSTORMWATER POND DETAILDEWITT CAROLINAS, INC.NC GR
ID
NAD
83

(201
1
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 20 feet
401020
CONCURRENT REVIEW APPROVAL
WET RETENTION BASIN SECTION A-A
LEVEL SPREADER & VEGATATIVE FILTER STRIP DETAILMATCHLINE SEE ABOVEMATCHLINE SEE BELOWBASIN OUTLET DETAIL #49
EMERGENCY SPILLWAY DETAIL
SPLITTER BOX DETAIL
ST ALBANS DR
QUAIL HOLLOW DRQUAIL HOLLOW DRDrawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN34 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSANDFILTER DETAILSDEWITT CAROLINAS, INC.NC GRID
NAD
83
(2011
ADJUSTMENT)
GRAPHIC SCALE
0
1 inch = 10 feet
20510
CONCURRENT REVIEW APPROVALNC GR
ID
NAD
8
3

(
20
11
AD
JUSTMENT
)
LOT 1
LOT 3
LOT 5
LOT 17
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 16
LOT 13
LOT 12
LOT 2
LOT 4
LOT 11
LOT 14
LOT 15
ST ALBA
N
S

D
R
BENSON DRST ALBANS DR
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN35 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSOVERALL EROSION CONTROL PLAN-PHASE IDEWITT CAROLINAS, INC.NC GR
ID
NAD
83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
CONCURRENT REVIEW APPROVAL
SEEDING SCHEDULE
RALEIGH CONSTRUCTION SEQUENCE
STABILIZATION TIMEFRAMES
ADDITIONAL SEEDING STANDARDS
EROSION CONTROL MAINTENANCE
’
NOTE
ST ALBA
N
S

D
R
BENSON DRST ALBAN
S

D
R
LOT 1
LOT 3
LOT 5
LOT 17
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 16
LOT 13
LOT 12
LOT 2
LOT 4
LOT 11
LOT 14
LOT 15
PHASE 1PHASE 4PHASE 3PHASE 4PHASE 2PHASE 1PHASE 1
PHASE 3
PHASE 2
PHASE 3
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN36 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSOVERALL EROSION CONTROL PLAN-PHASE-IIDEWITT CAROLINAS, INC.NC GR
ID
NAD
83

(20
11
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
CONCURRENT REVIEW APPROVAL
SEEDING SCHEDULE
STABILIZATION TIMEFRAMES
ADDITIONAL SEEDING STANDARDS
EROSION CONTROL MAINTENANCE
NOTE
RALEIGH CONSTRUCTION SEQUENCE
’
ST ALBA
N
S

D
R
I
V
E
LOT 1
LOT 3
LOT 5
LOT 6
LOT 2
LOT 4QUAIL HOLLOW DRIVEPHASE 1
PHASE 3
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN37 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSEROSION CONTROL PLANDEWITT CAROLINAS, INC.NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
MATCHLINE SEE SHEET 40 MATCHLINE SEE SHEET 38CONCURRENT REVIEW APPROVALGRADING NOTES SKIMMER SEDIMENT BASIN #2
LEGEND
BENSON DRIVEST ALBA
N
S

D
R
I
V
E
LOT 5
LOT 7
LOT 8
LOT 9
LOT 11C STREETPHASE 2PHASE 1PHASE 2
LOT 10
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN38 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSEROSION CONTROL PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 37MATCHLINE SEE SHEET 39
NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVALGRADING NOTESLEGEND
LOT 9
LOT 13
LOT 12
A STREET
LOT 14
LOT 15
PHASE 2
PHASE 3
72 PARKING
SPACES TO REMAIN
656 TOTAL EXISTING PARKING SPACES
FOR ONE REN, LLC OFFICE BUILDING
462 MUST BE MAINTAINED*BENSON DRIVE511 PARKING PACES TO REMAIN
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN39 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSEROSION CONTROL PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 38 MATCHLINE SEE SHEET 40 NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVALSKIMMER SEDIMENT BASIN #3
GRADING NOTESLEGEND
LOT 17
LOT 6
LOT 16
QUAIL HOLLOW DRIVEA STREET
PHASE 1PHASE 4PHASE 3PHASE 4PHASE 1
PHASE 3
PHASE 4
PHASE 3
STOCKPILE
AREA #2
STOCKPILE
AREA #1
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN40 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSEROSION CONTROL PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 39MATCHLINE SEE SHEET 37NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVALGRADING NOTES
SEDIMENT BASIN #1LEGEND
TEMPORARY WEIR WALL DETAIL
TEMPORARY WEIR IN STRUCTURE #1
ST ALBA
N
S

D
R
BENSON DRST ALBAN
S

D
R
LOT 1
LOT 3
LOT 5
LOT 17
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 16
LOT 13
LOT 12
LOT 2
LOT 4
LOT 11
LOT 14
LOT 15
PHASE 1PHASE 4PHASE 3PHASE 4PHASE 2PHASE 1PHASE 1
PHASE 3
PHASE 2
PHASE 3
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN41 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSNPDES STABILIZATION PLANDEWITT CAROLINAS, INC.NC GR
ID
NAD
83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
CONCURRENT REVIEW APPROVAL
NOTE
LEGEND DISTURBED AREA = 28.4 ACRES
GRADING NOTES
CWA
SFO
EROSION CONTROL MAINTENANCE
ST ALBA
N
S

D
R
BENSON DRQUAIL HOLLOWDRIVEST ALBAN
S

D
R
LOT 1
LOT 3
LOT 5
LOT 17
LOT 7
LOT 8
LOT 9
LOT 10
LOT 6
LOT 16
LOT 13
LOT 12
LOT 2
LOT 4
LOT 11
LOT 14
LOT 15
PHASE 1PHASE 4PHASE 3PHASE 4PHASE 2PHASE 1PHASE 1
PHASE 3
PHASE 2
PHASE 3
BENSON DRLEGEND
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN42 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSOVERALL UTILITY PLANDEWITT CAROLINAS, INC.NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = feet
40 80 160
80
CONCURRENT REVIEW APPROVAL
STANDARD UTILITY NOTES (AS APPLICABLE)
”
”
”
”
”
”
·
·
·
·
·
·
·
·
·
·
·
UTILITY PHASING (SEE SHEETS 43-46 FOR MORE DETAIL)
UTILITY PHASING CONT.
PUBLIC PUBLIC
ST ALBA
N
S

D
R
I
V
E
LOT 1
LOT 3
LOT 5
LOT 6
LOT 2
LOT 4QUAIL HOLLOW DRIVEPHASE 1
PHASE 3
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN43 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSUTILITY PLANDEWITT CAROLINAS, INC.NC GR
ID
NAD

83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
MATCHLINE SEE SHEET 46 MATCHLINE SEE SHEET 44CONCURRENT REVIEW APPROVAL
LEGEND
UTILITY NOTES
PUBLIC PUBLIC
UTILITY PHASING
·
·
·
BENSON DRIVEST ALBA
N
S

D
R
I
V
E
LOT 5
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11C STREETPHASE 2PHASE 1PHASE 2
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN44 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSUTILITY PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 43MATCHLINE SEE SHEET 45 NC GR
ID
NAD
83

(2011
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVAL
LEGEND
UTILITY NOTES
PUBLIC PUBLIC
UTILITY PHASING
·
·
·
LOT 9
LOT 6
LOT 13
LOT 12
LOT 11
A STREET
LOT 14
LOT 15
PHASE 2
PHASE 3
BENSON DRIVEDrawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN45 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSUTILITY PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 44 MATCHLINE SEE SHEET 46 NC GR
ID
NAD
83

(201
1
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVAL
UTILITY NOTES
PUBLIC PUBLIC
UTILITY PHASING LEGEND
·
·
·
·
·
·
LOT 17
LOT 6
LOT 16
QUAIL HOLLOW DRIVEA STREET
LOT 14
LOT 15
PHASE 1PHASE 4PHASE 3PHASE 4PHASE 1
PHASE 3
PHASE 4
PHASE 3
B STREETDrawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN46 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSUTILITY PLANDEWITT CAROLINAS, INC.MATCHLINE SEE SHEET 45MATCHLINE SEE SHEET 43NC GR
ID
NAD
83

(201
1
ADJUSTMENT
)
GRAPHIC SCALE
0
1 inch = 40 feet
802040
CONCURRENT REVIEW APPROVAL
UTILITY NOTES
PUBLIC PUBLIC
UTILITY PHASING (SEE SHEETS 43-45 FOR CONTINUATIONS)
LEGEND
·
·
·
·
·
·
·
·
·
·
·
Drawing Number:
Project Number:
Drawn By:Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN47 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSTORM SEWER PROFILESDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
Date:
Scale:
LEGEND
Drawing Number:
Project Number:
Drawn By:Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN48 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSTORM SEWER PROFILESDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
Date:
Scale:
LEGEND
Drawing Number:
Project Number:
Drawn By:Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN49 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSTORM SEWER PROFILESDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVAL
Date:
Scale:
LEGEND
QUAIL HOLLOW DRIVELOT 17
LOT 16
PHASE 1PHASE 4Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN50 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSANITARY PLAN AND PROFILEDEWITT CAROLINAS, INC.CONCURRENT REVIEW APPROVALSEE SHEET 13SEE SHEET 13LEGEND
PUBLIC
A STREET
LOT 6
LOT 16
LOT 15
PHASE 1
PHASE 3
LOT 13
LOT 15PH
A
S
E

2
P
H
A
S
E

3
PHASE 3
PHASE 4 LOT 9B STREETA STREET BENSON DRIVELOT 9
LOT 13
LOT 12
LOT 11
PHASE 2
PHASE 3
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN51 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSIGNAGE AND PAVEMENT MARKINGSDEWITT CAROLINAS, INC.1 inch = 30 feet
GRAPHIC SCALE
6001530
CONCURRENT REVIEW APPROVALNC GR
ID
NAD

8
3

(20
1
1
AD
JUSTMENT
)
QUAI
L
H
O
L
L
O
W
D
RI
V
E
QUAIL HOLLOW DRIVE
LOT 17
PHASE 1
PHASE 4
LOT 16
ST ALBANS DRIVEQUAIL HOLLOW DRIVE
LOT 1
LOT 3
LOT 2
LOT 4
LOT
6
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN52 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSIGNAGE AND PAVEMENT MARKINGSDEWITT CAROLINAS, INC.1 inch = 30 feet
GRAPHIC SCALE
6001530
CONCURRENT REVIEW APPROVALNC GRID NAD 83 (2011 ADJUSTMENT)NC GRID NAD 83 (2011 ADJUSTMENT)
C STREET
ST ALBANS DRLOT 5
LOT 7
LOT 8
PHASE
2
PHASE
1
LOT 13PHA
S
E 2PHASE 3LOT 9
LOT 6 A STREETB STREET LOT 6LOT 14
PHASE 3
PHASE 4 PHASE 1PHASE 3LOT 15
LOT 16
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN53 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSIGNAGE AND PAVEMENT MARKINGSDEWITT CAROLINAS, INC.1 inch = 30 feet
GRAPHIC SCALE
6001530
CONCURRENT REVIEW APPROVALNC GRID NAD 83 (2011 ADJUSTMENT)
ST ALBANS DRIVE
QUAILHOLLOWDRIVEST ALBANS DRIVE
C STREETBENSON DRIVEBENSONDRIVE
BENSONDRIVE
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN54 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSIGNAGE AND PAVEMENT MARKINGSDEWITT CAROLINAS, INC.1 inch = 30 feet
GRAPHIC SCALE
6001530
CONCURRENT REVIEW APPROVALNC GRID
NAD
83
(2011
ADJUSTMENT)
N
C

G
R
I
D

N
A
D

8
3

(
2
0
1
1

A
D
J
U
S
T
M
E
N
T
)
BENSON DRIVE ST ALBANS DRIVEBENSON DRIVEA STREETDrawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN55 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSIGNAGE AND PAVEMENT MARKINGSDEWITT CAROLINAS, INC.1 inch = 30 feet
GRAPHIC SCALE
6001530
CONCURRENT REVIEW APPROVAL
NC GR
I
D

N
A
D

8
3
(
2
0
1
1
A
D
J
U
S
T
M
E
N
T
)
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN56 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSTANDARD DETAILSDEWITT CAROLINAS, INC.CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
S-1
PIPE SPRINGLINE
6" MIN. /12" MAX.
WHEN NO TRENCH BOX
REQUIRED (TYPICAL)
STANDARD BEDDING DETAILS FOR
CCFRPM PIPES
6" MIN.
6" MIN.
UNDISTURBED
SOIL
CLASS I,II, OR III MATERIAL
DENSELY COMPACTED
BACKFILL, TAMPED IN 6"
LIFTS
2.5' MIN.
J.P.S 10-8-10
CLASS I
MATERIAL
CONCURRENT REVIEW APPROVAL
TO EXTEND 6"
2-2" G.I. PIPE OR PVC PIPE
GROUT
IN PLACE
12" OVER 12' DEEP
6" UP TO 12' DEEP
PLAN ELEVATION
A
A
(RUBBER)
ELEVATION
SIDE
(PLASTIC)
MATERIAL
RESISTANT
#3 OR #4
REBAR
SECTION A-A
CORROSION
TOP OF CURB
FOR SLOPE
REQ.'S SEE
NOTE 1.7"
8" MIN.,OVER 12' DEEP 12" MIN.
UP TO 6' FROM TOP OF CURB.
5'
12"15"
3000
CONC.
P.S.I.
6"
6"4"5"3-#3 REBARS 15"
2'-6"MIN.
2-2" PIPES 22"
SLOPE -16" BELOW
LONG ON A 3'
TOP OF C.B.
8" MINIMUM,
OVER 12' DEEP
6' FROM TOP OF CURB.
IF STRUCTURE IS
DEEP,FOOTING IS
GREATER THAN 12'
6"
BEYOND THE STRUCTURE
15" TYP.
4"
8"
SLIP RESISTANT CLEATS
12"
6"
3000 PSI CONCRETE
6"6"6"
3"
8' LONG
16"
FLOW LINE
6'4"
DATE: 8/1/18
5' OM CATCH
BASIN
SW-10.01
12" MINIMUM UP TO
12 3/4"
21 1/4"
2' 1 1/2"
1/2' D
1/2' D
1/2' D
REVISIONS NOT TO SCALE
NOTES:
STANDARD C.B. STEP
CITY OF RALEIGH
STANDARD DETAIL
5. DOMESTIC CASTING REQUIRED WITHIN
SHALL BEGIN 10' FROM
STREET RIGHT OF WAY.
THE CATCH BASIN. THE SLOPE OF
1. THE SLOPE OF THE GUTTER TO
2. STEPS SHALL BE INSTALLED IN
3. SOLID CONCRETE BRICKS MAY BE
4. NCDOT APPROVED PRECAST
THE GUTTER TO THE CATCH BASIN
THE CATCH BASIN ON THE UPHILL
SIDE SHALL BEGIN 10' FROM THE
ALL CATCH BASINS OVER 3' IN DEPTH.
THE CATCH BASIN.
DEPTH SHALL BE MEASURED FROM THE
OF THE CATCH BASIN.
USING STANDARD 5' CASTINGS.
CONCRETE BOXES ACCEPTABLE
USED IN 4X4X8 OR 4X8X16 SIZES.
ON THE DOWNHILL SIDE,
6. 1" MAXIMUM EXTENSION OF PIPE
INTO THE STORM BOX.
TOP OF CURB TO THE INVERT
2-2" G.I. PIPE OR PVC PIPE
12 3/4"
12" OVER 12' DEEP
6" UP TO 12' DEEP
TOP OF CURB
FOR SLOPE
REQ.'S SEE
NOTE 1.7"
FLOWLINE
5'
3000
CONC.
P.S.I.
6"6' 4"
7"
FLOWLINE
5'
12"15"
6' 4"
PIPE
TOP OF CURB.
DATE: 8/1/18
8" MIN.,OVER 12' DEEP
12" MIN. UP TO 6' FROM
IF STRUCTURE IS GREATER THAN
12' DEEP, FOOTING IS TO EXTEND
6" BEYOND THE STRUCTURE
SW-10.02
1/2' D
REVISIONS NOT TO SCALE
DOUBLE WIDTH
CATCH BASIN
CITY OF RALEIGH
STANDARD DETAIL
NOTES:
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE
3. SOLID CONCRETE BRICKS MAY BE USED IN 4" X 4" X 16" OR 4" X 8" X 16" SIZES.
1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10'
2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER 3' IN DEPTH. DEPTH SHALL BE
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD 5' CASTINGS.
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY.
DOWNHILL SIDE , SHALL BEGIN 10' FROM THE CATCH BASIN.
MEASURED FROM THE TOP OF CURB TO THE INVERT OF THE CATCH BASIN.
GRATE PER CITY STANDARDS VARIABLE5" 1'-3" MIN.6"2'-0"
12" MINIMUM UP TO 6'
8" MINIMUM; OVER 8' DEEP,
3000 PSI CONCRETE
3'-0"
4'-4"
8"8"3'-0"4'-0"8"5'-4"4'-4"8"3'-0"
4'-4"
DATE: 8/1/18
SW-10.03
1/2" PLASTER
USE STD. SW-10.08 OR SW-10.09
1/2 DREVISIONS NOT TO SCALE
STANDARD
DROP INLET
CITY OF RALEIGH
STANDARD DETAIL
FROM TOP OF GRATE.
3. USE 4" X 4" X 8" OR 4" X 8" X 16"
SOLID CONCRETE BLOCK. CAST
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCDOT STANDARDS.
PIPE DIAMETER PLUS 12" FOR
1. FOR 24" RCP & LARGER USE
MINIMUM INSIDE DIMENSION.
NOTES:
2. 24" X 24" CASTING WITH 12",
15" & 18" PIPE, 24" X 36"
CASTING USED WITH 24" PIPE
IN PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
4. STEPS SHALL BE INSTALLED IN ALL
DROP INLETS OVER 3' IN DEPTH. DEPTH
SHALL BE MEASURED FROM THE TOP OF
GRATE TO THE INVERT OF THE DROP INLET.
DATE: 8/1/18
SW-10.04
1/2" PLASTER
1/2' DREVISIONS NOT TO SCALE
STANDARD
JUNCTION BOX
CONCRETE SLAB TOP
3'-0"4'-0"8"5'-4"4'-4"8"4'-4"
3'-0"3'-6"CLASS "A" CONCRETE
3'-6"
NO.3 REBAR 3" O.C.
PLACED 3" FROM
EDGE, ALL SIDES.VARIABLE1'-3" MIN6"6" 3'-0"
4'-4"
8"8"
3000 PSI CONCRETE
8" MINIMUM, OVER 8' DEEP
12" MINIMUM UP TO 6'
FROM TOP OF CURB
2" MIN.
3" MAX.
2'-0"
CLASS "A" CONCRETEADJUST TO TOP
OF BRICK
GROUT FRAME
TO SLAB TOP
NO.3 REBAR 3" O.C.
PLACED 3" FROM
3'-6"
EDGE, ALL SIDES.WAT E RST O
RMCITY OF RALEIGH
STANDARD DETAIL
NOTES:
TO MEET NCDOT STANDARDS
2. USE 4" X 4" X 8" OR 4" X 8" X 16"
SOLID CONCRETE BLOCK. CAST
1. FOR 24" PIPE & LARGER USE
3. FOR STEP REQUIREMENTS,
PIPE DIAMETER PLUS 12" FOR
MINIMUM INSIDE DIMENSION.
IN PLACE OR PRECAST CONCRETE
ACCEPTABLE.
DETAIL SW-10.03.
SEE NOTE 4 ON STANDARD
4'-0"
3000 PSI CONCRETE
RING AND COVER
STANDARD MANHOLE
C
6"
GROUT
SECTION A-A SECTION B-B
A
A
TYPE A
SECTION C-C
A
12" THICK OVER 12' DEEP
6" THICK UP TO 12' DEEP
B
6"
SLOPE 45`14D MAX. TO 6" 4'-0"
OR 5'-0"
4" (TYP)15"B
2'-0" 2'-6" MIN.12"VARIABLE(TYP) 15" OR 5'-0"
SLOPE 6"/12"
6'-0"
3000 PSI
8"
4"
A
B
B
C
DATE: 8/1/18
STANDARD CLASS "A"
MANHOLE
SW-10.051/2' DREVISIONS NOT TO SCALE
30-42"
12-24"
54"
48"
8'-0"
6'-0"
TYPICAL MH FOR STORM SEWER
MH DIAMETERPIPE SIZE
5'-0"
4'-0"
CITY OF RALEIGH
STANDARD DETAIL
CASTING TO INVERT OF MANHOLE.
MEET ASTM-C-478 REQUIREMENTS.
COVER DETAIL.
WITHIN STREET RIGHT-OF-WAY.
3. SEE STANDARD. SW-10.10 FOR MANHOLE
NOTES:
1. DEPTH MEASURED FROM TOP OF
2. PRECAST MANHOLE COMPONENTS SHALL
4. DOMESTIC CASTINGS REQUIRED
3"
SIDE ELEVATION
B
A
15"
A
6"
3"
B
1"
SECTION A-A
5"
SECTION B-B
TOP VIEW
SIDE ELEVATION
TREAD SURFACE
1"
PLAN OF COVER
6"
DETAIL OF HANDLE
5'-3"
1"1"1"
HANDLES
-SEE DETAIL-
6"
5'-3"
1"
1"
3"
4"1"1"5"4"
HD. NUT
5"
12"
5"5"
END ELEVATION
5"
DATE: 8/1/18
CATCH BASIN
CASTINGS
SW-10.06.1
3/4" HOLES FOR
2'-4 1/2"2'-4 1/2"1 1/2"
21 1/4"
1/2"71/2"
1 1/2"12 1/2"1 1/4"
3/4"
21 1/4"
3/8" ROUND
3 3/4"
1 1/2"
3/8" - 16NC
1/2" SQ.
3/8" RECESS
1 1/2"1 1/2"
2 1/4"
9 3.4"3/4"
1 1/4"
3/4"
3/4"
41/2"
REVISIONS NOT TO SCALE
SHEET 1 OF 2
CITY OF RALEIGH
STANDARD DETAIL
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN57 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSTANDARD DETAILSDEWITT CAROLINAS, INC.B
A 7/8"
B SECTION B-B1' 4 1/2"A
2' 9"3 7/8"
3 3/8"
2'-0"
7/8"5/8"
4 1/2"1"
SECTION A-A
STANDARD 24" X 24" DROP INLET CASTING 4 1/2"1/8"1/2"8 1/4"1/2"
7/8"8 1/4"DATE: 8/1/18
1/2"2 1/2"1 1/2"1' 11 3/4
2' 1 1/4"1' 4 1/2"5 1/4"5 1/4"2 1/2"
1 1/2"
DROP INLET
CASTING
SW-10.08
1 1/2"
2 1/2"
1 1/4"
REVISIONS NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAIL
B
A
B SECTION B-B
A 3'-0"1"2'-9"
2'-0"
SECTION A-A 3'-9"DATE: 8/1/18
STANDARD 24" X 36"
DROP INLET CASTING
SW-10.09
1/2"
3 1/4"
3/8"8 1/4"1' 2 1/4"1' 2 1/4"8 1/4"5/8"3 7/8"3/4"2' 11 3/4"3' 1 1/4"1 3/4"1' 3/4"4 1/2"5 1/4"1 1/2"1' 3/4"8 1/4"8 1/4"1' 4 1/2"
2' 1 1/4"
1' 11 3/4"
1 1/2"
2 1/2"
1' 1/2"
4 1/2"
9 3/4"
1 1/2"
2 1/2"4 1/2"REVISIONS NOT TO SCALE
STANDARD DROP INLET
CASTING
CITY OF RALEIGH
STANDARD DETAIL
R
DAME N UI
ES EW
S A
RTSO
M
COVER 120 LBS. MINIMUM
25 15/16"
33 1/4"
22"
25 1/16"
23 11/16"
21"23 1/2"
NOTES:
2 3/4"
BUTYL-NEK OR
APPROVED SEALANT
5/8"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 5/8"X3"
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
1"
STANDARD STORM
MANHOLE COVER
DATE: 8/1/18
SW-10.10
7 1/2"
1"
BETWEEN FRAME
AND COVER
REVISIONS NOT TO SCALEDANGERPERMITRE
Q
U
I
REDCONF
I
N
EDSPACE D O N OTENTERM A N U F A C T U R E
R
CITY OF RALEIGH
STANDARD DETAIL
1.
2.
3.
4.
ALL MANHOLE FRAMES SHALL BE DOMESTICALLY CAST.
FRAME SHALL BE A MINIMUM WEIGHT OF 182 LBS. WITHIN
PUBLIC ROW AND 160 LBS. WITHIN EASEMENTS.
COVER SHALL WEIGH A MINIMUM OF 120 LBS.
ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACE SHALL BE
BOLTED TO THE CONE SECTION OR RING WITH A MINIMUM
OF 4 BOLTS PER FRAME.BUILDINGDATE: 8/1/18- 1FT MIN.2"3" MIN.1" MINCURB DRAIN DETAIL
SW-10.121/4" 4" 4" 4" REVISIONS NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAILCUT EXISTING DOWNSPOUT OR DOWNSPOUT SHOE TODRAIN INTO SLUICE BOX AS SHOWNUSE U.S. FOUNDARY 4600 ANGLE TYPE FRAMEAND 6110 GRATE OR APPROVED EQUAL.4" POURED CONCRETE BASIN SLAB3000 PSI @ 28 DAYSCONCRETE SIDEWALK 3000 PSI @ 28 DAYS6" X 6" 14 GAUGE WWM CENTERED8" X 2" STRUCTURAL STEEL TUBINGGALVANIZED; SEAL JUNCTION BOX WITHASPHALT MASTICCOMPACTED ABC GRAVELFINISH GRADEINSTALL CHANNEL FLUSH WITHFACE OF CURBCURB AND GUTTERDATE: 8/1/18
SW-20.01FRONT VIEWVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADESILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOPMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRES1.2.END OF SILT FENCE NEEDS TO BE TURNED UPHILL.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.NOTES:STANDARD TEMPORARY
(SEDIMENT/SILT) FENCE
REVISIONS NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAILSTEEL POSTSIDE VIEW2'-0"3'-0"FILL SLOPEGRADEWOVEN WIRE FABRICSILT FENCE GEOTEXTILE FABRIC3. SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION SPECIFICATIONS, WHERE PRACTICE APPLIES AND PLANNING CONSIDERATIONS.4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED SLOPES GREATER THAN 10' IN HEIGHT.MAINTENANCE: CLEAN OUT AT 50% CAPACITYLIFE OF FENCING: 6-9 MONTHS4"MIN8"MIN24"5"MINPLASTIC ORWIRE TIESDATE: 8/1/18REVISIONS NOT TO SCALE
TEMPORARY SEDIMENT TRAP
CITY OF RALEIGH
STANDARD DETAIL
BAFFLE (TYP.)INLET
F
L
O
W
EARTHEN EMBANKMENT
5'

C
R
E
S
T
W
I
D
T
H
INLET ZONE
FIRST CHAMBER
25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
PERSPECTIVE VIEW
TOP VIEW
OUTLET, SEE DETAIL 20.05.2
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
4'MAX
SUPPORT POST
24" INTO BOTTOM
OR SIDES
DESIGN LIFE OF FABRIC
IS 6-12 MONTHS
BAFFLE DETAIL
EXTEND BAFFLES UP SIDES AS
TO NOT ALLOW FLOW AROUND
THE ENDS.OUTLET ZONE
25% OF SURFACE
AREAMAINTENANCE:
REPAIR/REPLACE BAFFLES WHEN THEY
COLLAPSE, TEAR OR DECOMPOSE.
3'min
STAKE TO SUPPORT WIRE
COIR MESH OR JUTE, TRENCHED
INTO BOTTOM AND SIDE
OUTLETINLET
REMOVE SEDIMENT WHEN CELL IS 1/2 FULL.
25% OF SURFACE AREA
SW-20.05.1
STABLE TRANSITION REQUIRED
TO THE BASE OF THE SLOPE
MAX. 2:1 SIDE SLOPES
MIN. LENGTH:WIDTH RATIO - 2:1
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
CONTROL PLANNING AND DESIGN MANUAL
1. 3 BAFFLES (MIN) BETWEEN INLET & OUTLET.
2. SEE N.C. DEQ EROSION AND SEDIMENT
3. LOCATE SEDIMENT INFLOW TO THE BASIN AWAY
FROM THE DAM TO PREVENT SHORT CIRCUITS
FROM INLETS TO OUTLETS
4. AT A MINIMUM, SEED, STRAW & TACK APPLICATION
REQUIRED FOR SITE INSPECTION APPROVAL
5. TRAPS MUST BE STABILIZED IMMEDIATELY UPON
CONSTRUCTION AND PRIOR TO SITE INSPECTION
APPROVAL
NOTES:
DATE: 8/1/18REVISIONS NOT TO SCALE
TEMPORARY SEDIMENT TRAP
OUTLET DETAIL
CITY OF RALEIGH
STANDARD DETAIL5 FTMIN2:12:15 FTMAXOVERFILL 6"FOR SETTLEMENTNATURALGROUND3 FTMIN5 FTMAX FILL2:1 SIDE SLOPE MAX1:1 SIDE SLOPEMAX10 FT MINDESIGN SETTLEDTOP3600 CU FT/ACREFILTERFABRICFILTERFABRICCROSS SECTION21" MIN EMERGENCY BYPASS6" BELOW SETTLED TOP OF DAM12" MIN. N.C.D.O.T. #5 OR #57WASHED STONE1.5' MIN1:12' MIN TO3.5' MAXDESIGN CRITERIASUMMARY:PRIMARY SPILLWAY:MAXIMUM DRAINAGE AREA:MINIMUM VOLUME:MINIMUM SURFACE AREA:MINIMUM L/W RATIO:MINIMUM DEPTH:MAXIMUM HEIGHT:DEWATERING MECHANISM:MINIMUM DEWATERING TIME:BAFFLES REQUIRED:ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.PLAN VIEWMIN WEIR (COR)10'9-14"STONE1.5 FTCONTROL PLANNING AND DESIGN MANUALFOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.STONE SPILLWAY<1 ACRES3600 CU FT PER ACRE OF DISTURBED AREA435 SQ FT PER CFS OF Q25 PEAK FLOW2:13.5 FEET, 1.5FEET EXCAVATED BELOW GRADEWEIR ELEVATION 3.5 FEET ABOVE GRADESTONE SPILLWAYN/A3 MINIMUM (COIR OR JUTE) MESHMAINTENANCE:STRUCTURE LIFE LIMITEDTO 2 YEARSNOTES:BASINS LESS THAN 20' IN LENGTH MAYUSE BAFFLES.SEE N.C. DEQ EROSION AND SEDIMENT NOTE: TRAPS LESS THAN 20' INLENGTH MAY USE BAFFLES.SEE 20.05.1 FOR BODY OF SEDIMENT TRAPMIN. 1.5' FREE BOARDSW-20.05.2A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUMOF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGNGRADE.REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINALDIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALFTHE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED INDATE: 8/1/18
SW-20.06STORAGE CLASS 1 RIP-RAP1.5'FLOWFLOWSEDIMENTFLOWFLOWGROUNDNATURALAREAFLOWINVERTPIPEFLOWFILTER FABRICMINIMUMCROSS SECTIONMAX DIA PIPE IS 36"#57 WASHED STONE. 1' MIN THICKNESS.3'ANY RIP-RAP DISPLACED FROMTHE STONE HORSESHOE MUSTBE REPLACED IMMEDIATELY.MAINTENANCE:REMOVE SEDIMENT & RESTORE THE SEDIMENTSTORAGE AREA TO ITS ORIGINAL DIMENSIONWHEN SEDIMENT HAS ACCUMULATED TO 1/2DESIGN DEPTH OF THE TRAP.RIP RAP HEADWALL (1' MIN HEIGHTFROM ROAD SHOULDER).NOTES:IF EXCAVATED STORAGE AREA IS USED ASTEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIAFOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED.PLAN VIEW3'ROCK PIPE INLET
PROTECTION#57 WASHED STONE. 1' THICK X 3' HIGH MIN.CLASS 1 RIP RAP / HEADWALL2:12:1REVISIONS NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAIL
CONCURRENT REVIEW APPROVAL
2'-6"MIN.
15" TYP.
4"
8"
6"
3000 PSI CONCRETE
3' MIN
6"
REPLACE DISTURBED
AREA W/ FULL-DEPTH
STONE & ASPHALT
30" VALLEY
C & G
CONC DRIVEWAY
APPROACH W/
EXPANSION JOINT
12" CONC SLAB
( MIN 3000 PSI
W/#5 REBAR
@11" O/C )
UNDISTURBED
SUBGRADE
NEW FRONT
WALL
#5 DOWELS @
8" CENTERS
8" MINIMUM
OVER 12' DEEP
12" MINIMUM UP TO
6' FROM TOP OF CURB
IF STRUCTURE IS
GREATER THAN 12'
DEEP, FOOTING IS
TO EXTEND 6"
BEYOND THE
STRUCTURE
DATE: 8/1/18
SW-10.13
1'
BOX MUST BE REBUILT BEGINNING AT ORIGINAL
FOOTING ELEVATION.
ELEVATED FOOTING DESIGN AS INDICATED ABOVE
MAY BE USED.
RIGHT-OF-WAY.
1/2' D
SEE NOTE #2
EX. ROADWAY
REVISIONS NOT TO SCALE
CATCH BASIN
CONVERSION DETAIL
NOTES:
1. IF STRUCTURE IS LESS THAN 5' IN DEPTH,
2. IF STRUCTURE IS GREATER THAN 5' IN DEPTH. THE
3. DOMESTIC CASTING REQUIRED WITHIN STREET
CITY OF RALEIGH
STANDARD DETAIL
4. FOR STEP REQUIREMENTS,
DETAIL SW-10.03.
SEE NOTE 4 ON STANDARD
SOLID TOP
TOP: SEE JUNCTION BOX DETAIL SW 10.04
FOR TOP TYPE. CASTING SHALL BE TRAFFIC
BEARING TYPE PER NCDOT STANDARDS
No. 57 WASHED STONE FILTER LAID AGAINST HARDWARE CLOTH (1 : 1 MAX. SLOPE)CLEAN OUT POINT (1/2 DEPTH SEDIMENT STORAGE ZONE)GALVANIZED HARDWARE CLOTH 1/2" X 1/2" GRIDSEDIMENT STORAGE ZONE(TOTAL BASIN CAPACITY)FLOWFLOOD STORAGE ZONE1.0'1.5'1.5'FLOW11CONCRETE BLOCK CATCH BASINCULVERTPIPEFLOWGALVANIZED HARDWARECLOTH W/ 1/2" GRIDCONCRETE FOOTING PADFLOWCULVERTPIPEZONESEDIMENTSTORAGEDRAIN PIPEFUTURE STORMOVERFLOWNo. 57 WASHED STONE BERMBAFFLESDATE: 8/1/18
SW-20.07BE RAISED AS NEEDED PLUGGING OPENCOURSE OF BLOCK WITH MORTAR.CATCH BASIN/JUNCTION BOX (WITH WEEPHOLES) IN RECEIVING WALL AND BEUTILIZED AS SUCH WHEN PROJECT IS STABLE.THEN THIS STRUCTURE NEEDS TO BETREATED AS A RISER STRUCTURE ANDALL RELATED INFORMATION NEEDS TO BE SUPPLIED. (TRASH RACK, ELEVATIONS,AND ANTI-FLOATABLE)REVISIONS NOT TO SCALECATCH BASIN RISERSECTION VIEWPERSPECTIVE VIEWCATCH BASIN RISER1. AT END OF PROJECT, CATCH BASIN CAN2. RISER CAN BE BUILT AS A STANDARDNOTES:CITY OF RALEIGH
STANDARD DETAIL3. IF DRAINAGE AREA IS <1 ACRE(SEE STD. SW-20.05.1)4. IF THIS DEVICE IS TREATED AS A SEDIMENT TRAP THEN IT SHALL MEET THE SPECIFICATION AS OUTLINED IN SW-20.05.1 AND SW-20.05.2.DATE: 8/1/18
SW-20.08PLAN VIEW9" MINFILTER CLOTHFILTER CLOTH1.5'4' TO 6'AB12" OF NCDOT #5OR #57 WASHED STONE2' MAX ATCENTERLCROSS-SECTION VIEWPROFILE VIEWMATTING /STABILAZATION2:1 OR FLATTER2:1 OR FLATTERCLASS "B"REVISIONS NOT TO SCALE
CHECK DAM
MAINTENANCE:CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.PURPOSE: TO REDUCE EROSION IN A CHANNEL BYREDUCING THE VELOCITY OF FLOW.DO NOT USE CHECK DAM IN INTERMITTENT ORPERENNIAL STREAMS. CONTROL PLANNING and DESIGN MANUALFOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.A AND B ARE OF EQUAL ELEVATIONL = THE DISTANCE SUCH THAT POINTSCITY OF RALEIGH
STANDARD DETAIL SEE N.C. DEQ EROSION and SEDIMENT 1.5' MIN (SEE NOTE 3)NOTES:THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS AMINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.DAMAGE OR BLOCKAGE FROM DISPLACED STONES.ENSURE THAT CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO1.2.3.DATE: 8/1/18
SW-20.09EXISTING ROADWAY6" MIN.35' MIN.50' MIN.NEW CONSTRUCTION15' MIN.12" MIN.FABRIC UNDER STONEAND SUFFICIENT TO KEEPSEDIMENT ON SITEXX
X
X X XXXXX OVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION ENTRANCE EXTENDED.1. SILT FENCE SHOULD BE INSTALLED TO ENSURE CONSTRUCTION ENTRANCE IS USED. 3" - 4" STONE TO BE USED( SURGE STONE ORRAILROAD BALAST )REVISIONS NOT TO SCALE
CONSTRUCTION
ENTRANCEMAINTENANCE:ADD ADDITIONAL STONE AND "FLUFF" TOPDRESSING WITH 2" STONE.CONTROL PLANNING and DESIGN MANUALFOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.NOTES:25' OR FULL WIDTH OF PROPOSED STREETOR ENTRANCE, WHICHEVER ISGREATER.PLANCROSS SECTIONCITY OF RALEIGH
STANDARD DETAILSEE N.C. DEQ EROSION and SEDIMENT EXISTING ROADWAYSILT FENCE (SEE NOTE 1)2. IF MUD IS NOT REMOVED FROM THE VEHICLE TRAVELINGDATE: 8/1/18
SW-20.11STEEP CUT OR FILL SLOPE2' MIN18"COMPACTED2' MINCROSS SECTIONORIGINAL GRADE2:16' TYPICAL2:1 MAX2:1 MAXREVISIONS NOT TO SCALE
DIVERSION DITCH
CITY OF RALEIGH
STANDARD DETAIL26" FREEBOARD MIN.FLOW1. STABILIZE IMMEDIATELY UPON CONSTRUCTION AND PRIOR TO SITE INSPECTION APPROVAL.2. STABILIZE DIVERSION DITCH BASED ON DESIGN VELOCITY. IF DESIGN VELOCITIES (Q ) IN BARE EARTH CONDITIONS EXCEEDS 2 FT/S, A TEMPORARY LINER IS REQUIRED.3. MAXIMUM 5 ACRE DRAINAGE AREA TO TEMPORARY DIVERSION.NOTES:DATE: 8/1/18
SW-20.15GALVANIZED HARDWARE WIREEXTENDS TO THE TOP OF BOX.DRAINAGE AREA = <1 ACRE (MAXIMUM).STANDARD METAL POSTS(MINIMUM LENGTH 5')2'-0" IN GROUNDWIRE TO A HEIGHT OF 16" MIN. ABOVE TOP OF BOX.SECTION VIEW#57 WASHED STONECONCRETEBLOCKSHARDWARE WIRE2'16"2' BURY INSOLID GROUND6"-8"CONTROL PLANNING and DESIGN MANUALFOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.# 57 WASHED STONE PLACED AGAINST HARDWARE(19 GUAGE, 1/4" MESH OPENINGS.)REVISIONS NOT TO SCALE
STANDARD CATCH BASIN
YARD INLET PROTECTION2:12: 1CITY OF RALEIGH
STANDARD DETAILSEE N.C. DEQ EROSION and SEDIMENT 4' MAXDATE: 8/1/1845°SW-20.1760"8"-12" TYP.20" TYP.24" MIN.4' MINIMUM8' MAXIMUMMIN. 2"x 4"REVISIONS NOT TO SCALE
STANDARD TEMPORARY
BARRICADEALTERNATE ORANGE & WHITE STRIPES(TREATED)CITY OF RALEIGH
STANDARD DETAIL1. STRIPES ON BARRICADE RAILS SLOPE AT AN ANGLE OF 45 DEGREES IN THE 2. BARRICADE RAIL STRIPE SHALL BE 6 INCHES.DIRECTION TRAFFIC IS TO PASS.3. THE SIDES OF THE BARRICADE FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES. NOTES:FRONT VIEWPERSPECTIVE VIEWEND VIEWARM ASSEMBLY"C" ENCLOSUREPVC ELBOWWATER SURFACEBOTTOM SURFACESCHEDULE 40PVC PIPEORIFICEPLATEPVC TEEPVC VENTPIPESCHEDULE 40PVC PIPEFLEXIBLEHOSEPVC ENDCAPPVC PIPEUNDERSIDEPVC TEEPVC ENDCAPWATER ENTRYUNITDATE: 8/1/18 NOTE: SKIMMER TO BE TETHEREDSEE N.C. DENR EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUALFOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATION & DESIGN CRITERIA.SW-20.191/2" HOLES INREVISIONS NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAILRIP-RAP PADREQUIREDUNDER SKIMMERSKIMMER
SW-20.20
DATE: 8/1/18REVISIONS NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAILBAFFLE (TYP.)FIRST CHAMBER25% OF SURFACE AREASECOND CHAMBER25% OF SURFACE AREAEXTEND BAFFLES UP SIDES ASTO NOT ALLOW FLOW AROUNDTHE ENDS.INLET FLOWSUPPORT ROPETO WIRE TOPREVENT SAGGING4'MAXSUPPORT POST24" INTO BOTTOMOR SIDESDESIGN LIFE OF FABRICIS 6-12 MONTHS(PIPE OR DITCH)3' MINSPILLWAY5' CRESTWIDTHMIN. SIZE 15"CMP12" SMOOTH WALLSTONE ENERGYDISSIPATOR9"-16"STONE W/FABRICEMERGENCYRISERSKIMMERTETHERCOMPACTED EARTHENDAMINLET ZONE 25%OF SURFACE AREACOIR MESH OR JUTE, TRENCHEDINTO BOTTOM AND SIDESTAKE TOSUPPORT WIREDESIGN CRITERIAPERSPECTIVE VIEWBAFFLE DETAILRISER / BARREL PIPE100 ACRES MAX.1800 CUBIC FEET PER ACRE OF DISTURBED AREA2:16:12 FEET24 HOURS3 MINIMUM3 YEARS MAXPRIMARY SPILLWAY:MAXIMUM DRAINAGE AREA:MINIMUM SURFACE AREA:MINIMUM L/W RATIO:MAXIMUM L/W RATIO:MINIMUM DEPTH:DEWATERING MECHANISM:MINIMUM DEWATERING TIME:BAFFLES REQUIRED:DESIGN LIFE:DAM HEIGHT:MINIMUM SEDIMENT STORAGE VOLUME:POINT OF DOWNSTREAM TOE.15 FEET OR LESS FROM TOP OF DAM TO LOWSUMMARY:TEMPORARY SEDIMENT BASINSKIMMER ATTACHED TO BOTTOM OF RISER435 SQUARE FEET PER CFS OF Q25 PEAK INFLOWSEE NC DENR EROSION AND SEDIMENT CONTROLPLANNING AND DESIGN MANUAL.NOTE: BASINS LESS THAN 20' IN LENGTH MAYUSE 2 BAFFLES.OUTLET ZONE 25% OF SURFACE AREASEDIMENT BASINSTABLE TRANSITIONREQUIRED TO THEBASE OF THE SLOPENOTES:1. LOCATE SEDIMENT INFLOW TO THE BASIN AWAY FROM THE DAM TO PREVENT SHORT CIRCUITS FROM INLETS TO OUTLETS2. BASINS MUST BE STABILIZED IMMEDIATELY UPON CONSTRUCTION AND PRIOR TO SITE INSPECTION APPROVAL
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN58 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSTANDARD DETAILSDEWITT CAROLINAS, INC. FLOWDITCHLINEWOODEN STAKE8" FABRIC STAPLE18"18"6" COVERDATE: 8/1/18
SW-20.23
REVISIONS NOT TO SCALESECURE PERMANUFACTURER'SRECOMMENDATIONEXISTINGROADWAYTEMP. INLETPROTECTIONEXISTINGABCPROPOSED OPENTHROAT CATCH BASINEXISTINGROADWAYEXIST / PROPCURBPLAN W / INLETINLET PROTECTION - COR BOXCROSS SECTIONWOODEN STAKE WITH WATTLEANCHORED TO THE TOPDITCHLINEFILTER FABRICOR DITCH LINERFILTER FABRICOR DITCH LINERPROFILE VIEWWATTLE / INLET
PROTECTION DETAILEXIST / PROP OPENTHROAT CATCHBASIN COVERCITY OF RALEIGH
STANDARD DETAIL12" MIN DIAMETER WATTLE12" MIN DIAMETER WATTLEFASTENED TO WOODEN STAKEBY NAIL OR STAPLE1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL.2. SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER.3. WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP INLETS WITH APPROVAL BY THE STORMWATER PROGRAM MANAGER OR DESIGNEE.4. FOR USE OF WATTLE IN A DITCH, GRADE OF DITCH MUST BE <2.5%.NOTES:SW-20.244' MINTOP OF SILT FENCEMUST BE AT LEAST 1'ABOVE THE TOP OFTHE WASHED STONE.2:116"MIN8"4"STEEL POST SETMAX 2' APART MIN2' INTO SOLID GROUNDSTANDARD SILT
FENCE OUTLETFRONT VIEWSECTION VIEWHARDWARE CLOTHFILTER OF #57WASHED STONEBURY WIRE FENCE,FILTER FABRIC,AND HARDWARECLOTH IN TRENCH.SILT FENCESTEEL POSTWOVEN WIRE FABRIC3' FILTER FABRIC APRONON GROUNDBURY 6" UPPER EDGE OFFILTER FABRIC APRON IN TRENCHBURY WIRE FENCE ANDHARDWARE CLOTHREVISIONS NOT TO SCALE
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.CITY OF RALEIGH
STANDARD DETAIL
DATE: 8/1/18
NOTES:SW-20.25
CONCRETE WASHOUT
CITY OF RALEIGH
STANDARD DETAIL
NOT TO SCALEREVISIONSDATE: 8/1/18
10' MINIMUM
VARIES
B B
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER
WITH TWO STAKES
TWO-STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
VARIES
10' MINIMUM
AA
3'
LATH AND
FLAGGING ON
3 SIDES
10 mil PLASTIC LINING PLAN
NOT TO SCALE
SECTION A-A
NOT TO SCALE
BERM
SANDBAG
SANDBAG10 mil PLASTIC LINING
BERM
CONCRETE
WASHOUT
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
PLYWOOD
48"X24"
PAINTED WHITE BLACK LETTERS
6" HEIGHT
LAG SCREWS
36"
36"
WOOD POST
3.5"X3.5"X8'
STRAW BALE
STRAW BALE
(TYP)
10 mil PLASTIC LINING
VARIES
10' MINIMUM
BINDER WIRE
NATIVE MATERIAL
(OPTIONAL)
STAPLES
(2 PER BALE)
WOOD OR
METAL STAKES
(2 PER BALE)
SECTION B-B
NOT TO SCALE
10 mil PLASTIC LINING
B B
PLAN
NOT TO SCALE
TYPE "ABOVE GRADE"
WITH STRAW BALES
10 mil PLASTIC LINING
SECTION B-B
NOT TO SCALE
PLAN
NOT TO SCALE
TYPE "BELOW GRADE"
2"
8"1.12" DIA
STEEL WIRE
STAPLE
DETAIL
NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
SW-20.28
DATE: 8/1/18
SKIMMER SEDIMENT
BASIN
REVISIONS NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAILBAFFLE (TYP.)FIRST CHAMBER25% OF SURFACE AREASECOND CHAMBER25% OF SURFACE AREAEXTEND BAFFLES UP SIDES ASTO NOT ALLOW FLOW AROUNDTHE ENDS.INLET FLOWSUPPORT ROPETO WIRE TOPREVENT SAGGING4'MAXSUPPORT POST24" INTO BOTTOMOR SIDESDESIGN LIFE OF FABRICIS 6-12 MONTHS(PIPE OR DITCH)3' MINSPILLWAYSTONE ENERGYDISSIPATOR9"-16"STONE W/FABRICEMERGENCYSKIMMERTETHERINLET ZONE 25%OF SURFACE AREACOIR MESH OR JUTE, TRENCHEDINTO BOTTOM AND SIDESTAKE TOSUPPORT WIREDESIGN CRITERIAPERSPECTIVE VIEWBAFFLE DETAIL1800 CUBIC FEET PER ACRE OF DISTURBED AREA2:16:12 FEETPRIMARY SPILLWAY:MAXIMUM DRAINAGE AREA:MINIMUM SURFACE AREA:MINIMUM L/W RATIO:MAXIMUM L/W RATIO:MINIMUM DEPTH:DEWATERING MECHANISM:MINIMUM DEWATERING TIME:BAFFLES REQUIRED:DAM HEIGHT:SUMMARY:325 SQUARE FEET PER CFS OF Q25 PEAK INFLOWNOTE: BASINS LESS THAN 20' IN LENGTH MAYUSE 2 BAFFLES.STABLE TRANSITIONREQUIRED TO THEBASE OF THE SLOPEOUTLET ZONE 25% OF SURFACE AREAEMBANKMENTSEE NC EROSION AND SEDIMENT CONTROLMINIMUM VOLUME:DESIGN BASIN LIFE:3 BAFFLES5 FEET MAXIMUMPLANNING AND DESIGN MANUAL.3 YEARS OR LESS2 DAYSSKIMMER10 ACRESTRAPEZOIDAL SPILLWAY WITH IMPERMEABLE MEMBRANESKIMMER SEDIMENT BASIN**NOTES:1. LOCATE SEDIMENT INFLOW TO THE BASIN AWAY FROM THE DAM TO PREVENT SHORT CIRCUITS FROM INLETS TO OUTLETS.2. BASIN MUST BE STABILIZED IMMEDIATELY UPON CONSTRUCTION AND PRIOR TO SITE INSPECTION APPROVAL.DATE: 8/1/18STEEL POST2'-0"WOVEN WIRE FABRICVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADEMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRESTREE PROTECTION AREADO NOT ENTERORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)ORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)WARNING SIGNPLASTIC ORWIRE TIESFRONT VIEWSIDE VIEWWARNING SIGNREVISIONS NOT TO SCALE
STANDARD TREE
PROTECTION DETAIL
NOTE: FOR TREE PROTECTION ONLYWARNING SIGN DETAILPROVIDE WARNINGLANGUAGE IN BOTHENGLISH AND SPANISH,AS SHOWN40"CONTACT INFORMATION:CITY OF RALEIGH PARKS, RECREATION ANDCULTURAL RESOURCES DEPARTMENTURBAN FORESTER:[e-mail]36"4'-0"4"4"4"4"4"4"CITY OF RALEIGH
STANDARD DETAILDO NOT ENTERTREE PROTECTION AREA PARA ARBOLES - NO ENTRE ZONA DE PROTECCION 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE ( SEE DETAIL TPP-02 FOR EXAMPLES)2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER FOR THE REMAINDER5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SPACED AS SHOWN.36"TPP-01NOTES:STEEL POSTFRONT VIEWSIDE VIEW2'-0"3'-0"FILL SLOPEGRADEWOVEN WIRE FABRICWARNING SIGNVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADESILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOPMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRESTREE PROTECTION AREADO NOT ENTERSILT FENCE GEOTEXTILE FABRIC4"MINMINPLASTIC ORWIRE TIES8"5"MIN24"MAINTENANCE: CLEAN OUT AT 50% CAPACITYLIFE OF FENCING: 6-9 MONTHSDO NOT DISTURB TREE CONSERVATION AREASWARNING SIGN DETAILDO NOT ENTERTREE PROTECTION AREAPROVIDE WARNINGLANGUAGE IN BOTHENGLISH AND SPANISH,AS SHOWN PARA ARBOLES - NO ENTRE ZONA DE PROTECCION 40"CITY OF RALEIGH PARKS, RECREATION ANDCULTURAL RESOURCES DEPARTMENTURBAN FORESTER:[e-mail] INFORMATION:4"4"4"4"4"4"SILT FENCE SHOULD NOT BE USED ALONE BELOWGRADED SLOPES GREATER THAN 10' IN HEIGHT. 1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE ( SEE DETAIL TPP-02 FOR EXAMPLES)2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER FOR THE REMAINDER5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SPACED AS SHOWN.9. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. ( HOWEVER, FLOW SHALL NOT RUN PARALLEL WITH THE TOE OF THE FENCE.) REVISIONS DATE: 8/1/18
CITY OF RALEIGH
STANDARD DETAIL
STANDARD TEMPORARY
(SEDIMENT/SILT) / TREE
PROTECTION FENCE
NOT TO SCALE36"TPP-0810. SEE NC STATE DENR PRACTICE STANDARDS % SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERENOTES:EXISTING PAVEMENT
NEW ASPHALT SURFACE COARSE
3" MINIMUM
EXISTING PAVEMENT
NEW ABC 12" MIN. DEPTH
1'-0"EXISTING
SUBGRADE
UNDISTURBED
SOILCOMPACTED
FILL IN 6" LIFTS
PIPE
REFER TO W-3
NOTES:
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN
APPROPRIATE SAW CUT MACHINE.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL
TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN
NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY
WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR
ADDITIONAL DETAILS.
8. NO HAND PATCHING ALLOWED.
9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
DATE
3-31-00
DWG. NO.REVISIONS
RRHW-2
EXISTING ABC
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS.
5. ACHIEVE 95% COMPACTION IN BACKFILL.
6" OF #67 STONE WHEN
ROCK OR WATER IS
ENCOUNTERED
MINIMUM SIDE
CLEARANCE
3'-0" MIN UNDISTURBED
SOIL
BACKFILL
FINISHED GRADE
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
DWG. NO
W-3
REVISIONS DATE REVISIONS DATE
D.W.C. 9-3-99
O.D. OF PIPE6"6"
CL
CONCURRENT REVIEW APPROVAL
ABB 4-6-04
DHL 2/14/08
RESTRAINING
GLANDS
RESTRAINING GLANDS
PAP 2/17/09
UNDISTURBED EARTH.
7 CU. FT. CRUSHED
STONE MIN.
1'-3"x 1'-3"x 4" THICK
MAIN
6" MIN. BRANCH PIPE
1'- 0"
6" GATE VALVE
CONC. THRUST
BLOCK
VALVE BOX
2'-6' MIN.SIDEWALK CURB AND GUTTER
PAVEMENT
TRAFFIC FLANGE BETWEEN 2" - 6"
ABOVE GRADE
FIRE HYDRANT, PUMPER NOZZLE TO BE POINTED
TOWARDS FIRE TRUCK ACCESS.
PROPERTY
LINE
COMPACTED BACKFILL
(TAMPED IN 6" LIFTS)
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD FIRE HYDRANT
INSTALLATION DETAIL
DWG. NO REVISIONS DATE REVISIONS DATE
W-4
MINIMUM 36" HORIZONTAL CLEARANCE
FROM ANY OBJECT.
NOTES:
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M&H,
WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT
4. STEEL RODS AND BOLTS SHALL BE 3
4" HOT DIPPED GALVANIZED
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSITION
RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20' THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE SHALL BE
INSTALLED NO MORE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW
ANYTIME SITE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CHANGES THE GRADE OF THE FIRE
HYDRANT, THE PERSON RESPONSIBLE
FOR THE WORK IS RESPONSIBLE FOR
ADJUSTING THE FIRE HYDRANT TO STAY
WITHIN COMPLIANCE.
3" MIN.
CLEARANCE
"X" BAR
3" MIN.
CLEARANCE"Y" BAR
UNDISTURBED SOIL
"B"
"D"
NOTES:
1. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS.
2. CONCRETE SHALL BE 3000 PSI AND TRANSIT MIXED.
3. REINFORCING BARS SHALL BE DEFORMED AND TIED TOGETHER.
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK INSTALLATION
SHALL BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL W-3.
5. BACKFILL TAMPED IN 6" LIFTS PER
STANDARD DETAIL W-3.
6. THRUST COLLAR MUST BE FACTORY
WELDED ON BOTH SIDES ALONG BOTH
EDGES OF COLLAR AROUND
CIRCUMFERENCE.
6" - 16"
20" - 24"
30" - 36"
48" & greater
1'-4"
1'-4"
1'-4"
1'-8"1'-9"
1'-7"
1'-7"
1'-7"2"
3"
4"
6"7/8"
5/8"
1/2"
3/8"
"D""A""B""C"I.D. PIPE
NOTES:1. CONCRETE SHALL BE 3000 PSI2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OFMECHANICAL JOINT FITTINGS.3. TRENCHES SHALL CONFORM TO STANDARD DETAILW-3.4. SEE STANDARD THRUST BLOCK TABLES, W-10 THRUW-11, FOR AREA OF CONCRETE REQUIRED.5. ALL BENDS AND INTERSECTIONS SHALL HAVECONCRETE THRUST BLOCKING.THRUST BLOCKAREAA.B.B.
6-16-08D.H.L.
4-19-04
3/4" ALL-THREAD STEEL
ROD (CUT TO LENGTH)
GATE VALVE
ROD REQUIREMENTS
NO. OF RODS BRANCH SIZE
SEE W-10 AND W-11
FOR REACTION
BLOCKING CONCRETE
AREA.
TEE
NOTES:
1. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
2. SEE STANDARD THRUST BLOCK. TABLES W-10 AND W-11 FOR CONCRETE.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
4. THIS RODDING REQUIREMENT DOES NOT APPLY TO FIRE HYDRANTS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
VALVE RESTRAINT AT TEES AND CROSSES
FOR LINES (4"-24")
DWG. NO.
W-15
REVISIONS DATE
EXISTING PAVEMENT
NEW ASPHALT SURFACE COARSE
3" MINIMUM
EXISTING PAVEMENT
NEW ABC 12" MIN. DEPTH
1'-0"EXISTING
SUBGRADE
UNDISTURBED
SOILCOMPACTED
FILL IN 6" LIFTS
PIPE
REFER TO W-3
NOTES:
1. THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN
APPROPRIATE SAW CUT MACHINE.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A
SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL
TO 100% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH AASHTO T-80 AS MODIFIED BY NCDOT.
4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN
NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY
WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
7. REFER TO CITY OF RALEIGH STANDARDS FOR TRENCHES AND PIPE BEDDING, W-3. FOR
ADDITIONAL DETAILS.
8. NO HAND PATCHING ALLOWED.
9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
STANDARD ASPHALT
PAVEMENT PATCH DETAIL
DATE
3-31-00
DWG. NO.REVISIONS
RRHW-2
EXISTING ABC 18" MIN.
32" MIN.
2"-6"
RALEIGH, GARNER, KNIGHTDALE, ROLESVILLE,
WAKE FOREST, WENDELL & ZEBULON
GROUND LINE
STANDARD FIRE HYDRANT WITH 5"
STORZ PUMPER NOZZL
REVISIONS DATE REVISIONS DATE
MAB
NOTES:
1. ALL PUBLIC FIRE HYDRANTS IN THE CITY OF RALEIGH AND THE MERGER TOWNS OF GARNER,
ROLESVILLE, WAKE FOREST, KNIGHTDALE, WENDELL AND ZEBULON SHALL BE PAINTED CHROME YELLOW
WITH HIGH REFLECTIVE ALUMINUM SILVER CAPS, BONNETS AND OPERATING NUTS.
2. ALL PRIVATE FIRE HYDRANTS SHALL BE RED.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
Drawing Number:
Project Number:
Drawn By:
Date:
Scale:
Checked By:MIXED USE DEVELOPMENT AT ST ALBANSCONCURRENT SUBDIVISION PLAN59 / 59ADVANCED CIVILDESIGNENGINEERSSURVYEORSSTANDARD DETAILSDEWITT CAROLINAS, INC.24"
7"
12"
7"
6"
18"
6"
6"
3"
3"
JOINT FILLER
1/8" RADIUS (TYP.)1"1/2"6"5"1'-0"7"1'1:1MEDIAN CURB AND GUTTER
SIDE ELEVATION
1-3/4" R
2"7"3"12"9"9"
1'-6"
NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION
JOINTS OR AT ALL RIGID OBJECTS.
FRONT ELEVATION
TRANSVERSE EXPANSION JOINT
4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN)
24" 6"
3"
3"
6"
6"
REVISIONS NOT TO SCALEDATE: 8/1/18
CURB AND GUTTER
T-10.26.1
SHEET 1 OF 2
CITY OF RALEIGH
STANDARD DETAIL
SLOPE=1/2" / FT.
11"
6.5"
4.5"
SLOPE=1/2" / FT.
4:1
4"
5"
SLOPE=1/2"/ FT. 1:14"1:14"1:14"1:14"NOTES:1:14"
2. 1/2" EXPANSION JOINT EVERY 50'.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND
15' MAXIMUM BETWEEN DUMMY JOINTS ON
MACHINE POURS.
3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT
STANDARDS & SPECIFICATIONS FOR ROADS AND
STRUCTURES.
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED
WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL 846.01
THE JOINT MATERIAL SHALL CONFORM TO SECTION
ROADS AND STRUCTURES.
GUTTER SUPERELEVATION RATES.
1. 10' MAXIMUM BETWEEN DUMMY JOINTS.
1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR
MEDIAN CURB AND GUTTER
(NON-MOUNTABLE)
2. 30" VALLEY TYPE GUTTER
1. 30" CURB & GUTTER
12"6"
SPILL CURB DETAIL
NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC.
3"R
3"R
6"
6"
6"
REVISIONS NOT TO SCALE
T-10.2830"4'-0" MINIMUM
4" x 4" TREATED POST OR OTHER
NCDOT APPROVED SUPPORT
GROUND
FUTURE ROAD EXTENSION
5'-0" MINIMUM
ROAD
CLOSED 12"45°6"20"20"12"12"12"5'-0" MINIMUM3'-0"RED & WHITE REFLECTORIZED PANELS
TO MEET NCDOT STANDARDS &
SPECIFICATIONS
1. BARRICADE(S) TO BE ERECTED ACROSS ENTIRE ROADWAY
INCLUDING CURB & GUTTER.
2. ADVANCE WARNING SIGN W14-1 (DEAD END) SHALL BE
PLACED JUST AFTER LAST INTERSECTING STREET.
3. MARKINGS FOR BARRICADE RAILS SHALL BE REFLECTIVE
AND ALTERNATE RED & WHITE STRIPS.
4. "ROAD CLOSED" SIGN SHALL MEET SPECIFICATIONS OF
WHITE ON GREEN INFORMATIONAL SIGN
TO BE ADDED WHEN APPLICABLE
TEMPORARY BARRICADE FOR
DEAD END ROADS
DATE: 8/1/18
CITY OF RALEIGH
STANDARD DETAIL
4' MIN.
6' TYP.6' TYP.
3 MARKERS MINIMUM
7' U - CHANNEL POSTS ( 1.12 LB/FT )
PAVEMENT
RED TYP.
FOR USE AT FOUR LANE STREET
AND > 40 MPH, OTHERWISE THREE
RED OBJECT MARKERS.
MAJOR STREET
LOCAL & MIXED USE
5. CALL 811 FOR UNDERGROUND UTILITY LOCATE PRIOR TO INSTALLATION.
M.U.T.C.D. R11-2 AND BE REQUIRED ATOP EACH BARRICADE USED.
NOTES:
REVISIONS NOT TO SCALE
T-10.25
PLAN
FRONT
2'-0"
1'-6"6"
SCORE FULL WIDTH OF
CURB AND GUTTER
112"BACK OF CURB
EDGE OF PAVEMENT
END
2'-6"
2'-0"6"BACK OF CURBEDGE OF PAVEMENTDATE: 8/1/18
STANDARD METHOD OF ENDING
CURB AND GUTTER
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS NOT TO SCALE
T-30.01TRANSVERSE EXPANSION JOINTTYPICAL SECTIONPLAN VIEWCOMPACTED TO A DENSITYOF NO LESS THAN 95%1/4"/FTSIDEWALK SURFACEJOINT FILLERPROPOSED SIDEWALK
RIGHT OF WAY LINE 4"1/2"PLANTING STRIP
UTILITY EASEMENT
6'6'5'2' 2'-6" CURB AND GUTTER
SAW CUT
JOINTS @ 6'
MAXIMUM2'-6" CURBAND GUTTERGRASSEDUTILITY STRIP1/4"/FT1/4"/FTPROPOSED SIDEWALK(3000 P.S.I.)R/WDATE: 8/1/18
CONCRETE SIDEWALK1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.2. ALL CONCRETE TO BE 3000 PSI AND FINISHED WITH CURING COMPOUND.CITY OF RALEIGH
STANDARD DETAIL3. A 6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS,AT STREET INJTERSECTIONS (ALONG THE LENGTH OF RADIUS CURB RETURNS),AND IN THE HANDICAP RAMPS.NOTES:PAVEMENT MARKINGS
HI-VISIBILITY
PEDESTRIAN CROSSWALK24" WHITECROSSWALKLINEPED-XINGSIDEWALK SIDEWALKSIDEWALKSIDEWALKPED-XINGPED-XI
N
G
6' MIN. WIDTH1.HI-VISIBILITY CROSSWALKS SHOULD ONLY BE USED AT CROSSINGSWHERE THE INTERSECTION IS SIGNALIZED OR UN-CONTROLLED BYANY TRAFFIC CONTROL DEVICE (e.g. STOP SIGN).2.THE CROSSWALK LINE SHOULD BE PLACED AT THE ANGLE OF THETRAVEL LANES AND TRAVERSE THE PEDESTRIAN CROSSING.3.A CROSSWALK LINE SHOULD BE PLACED TO AVOID WHEEL PATHS.THIS IS IDEALLY DONE BY CENTERING THE LINES AT THE EDGE OFEACH TRAVEL LANE AND IN THE CENTER OF EACH TRAVEL LANE. DUETO VARYING LANE WIDTHS THIS IS SOMETIMES NOT POSSIBLE.4.PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALKLINE. STOP BARS AT SIGNALIZED INTERSECTIONS SHOULD BECOORDINATED WITH THE CITY OF RALEIGH TRANSPORTATIONOPERATIONS DIVISION OR AS DIRECTED BY THE ENGINEER.5.CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THELATEST CITY OF RALEIGH STANDARD DRAWINGS.T-20.05
REVISIONS NOT TO SCALEDATE: 8/1/18
CITY OF RALEIGH
STANDARD DETAIL24" MINIMUMNOTES:50'
50'
BIKE LANE SIGNS
AND MARKINGS APPROACHING
INTERSECTIONS
B-10.03
USE 2' DASHED WITH 6' GAPS TO
END BIKE LANES AND INDICATE
CONFLICT ZONES.
USE BIKE LANE MINI-SKIPS
THROUGH THE RIGHT-TURN LANE
TAPER. THE BIKE LANE SHOULD
CONTINUE TO THE LEFT OF THE RIGHT
TURN LANE APPROACHING THE
INTERSECTION.
PLACE "BEGIN RIGHT TURN YIELD
TO BIKES" SIGNAGE AT BEGINNING
OF RIGHT-TURN TAPER.
WHERE PAVEMENT WIDTH DOES
NOT ALLOW FOR BOTH A DEDICATED
BIKE LANE AND DEDICATED RIGHT
TURN LANE APPROACHING THE STOP
BAR, USE OF A COMBINED BIKE
LANE/RIGHT-TURN LANE IS PERMITTED.
PLACE SHARED LANE MARKINGS AT
THE BEGINNING AND END ON THE
LEFT SIDE OF THE COMBINED LANE.
THE WIDTH OF THE COMBINED BIKE
LANE/RIGHT-TURN LANE SHOULD BE:
9' MINIMUM
13' MAXIMUM
WHERE ADJACENT TO A RIGHT TURN
LANE, THE BIKE LANE WIDTH
SHOULD BE: 6' DESIRED
4' MINIMUM
APPROACHING A SIGNALIZED
INTERSECTION OR AN UNSIGNALIZED
INTERSECTION WITH A RIGHT-TURN
PEAK HOUR VOLUME GREATER THAN
100 VEHICLES, USE BIKE LANE
MINI-SKIPS. "TURNING VEHICLES
YIELD TO BIKES" SIGNAGE MAY BE
USED.
ELSEWHERE, STRIPE THE BIKE LANE
TO THE STOP BAR.
75'
USE MINI-SKIPS TO END THE BIKE
LANE AT THE RIGHT-TURN LANE
TRANSITION AND THEN CONTINUE
BIKE LANE TO THE LEFT OF THE
RIGHT-TURN LANE APPROACHING
THE INTERSECTION.
ONLY
REFER TO NCDOT STANDARDS 1205.06,
SHEET 1of 5, FOR FOR TURN ARROW
AND TEXT SPACING
PLACE "EXCEPT BIKES" SUPPLEMENTAL
PLACARD TO ANY" RIGHT TURN ONLY"
SIGNAGE.
REVISIONS
CITY OF RALEIGH
STANDARD DETAIL
DATE: 8/1/19 NOT TO SCALE
50'
140'
50'
END BIKE LANE AND PLACE SHARED
LANE MARKINGS IN THE CENTER OF
THE TRAVEL LANE THROUGH A
MEDIAN AREA
THE PARKING LANE WIDTH
(INCLUDING THE GUTTER PAN)
SHOULD BE : 8' DESIRED
7.5' MINIMUM
2' STRIPED BUFFER DESIRED
4' MINIMUM
WHERE THE BIKE LANE ENDS AT
MID-BLOCK LOCATIONS, PLACE "BIKE
LANE ENDS" SIGNAGE AT THE
BEGINNING OF THE BIKE LANE
MINI-SKIPS.
USE 2' DASHED WITH 6' GAPS TO
END BIKE LANES AND INDICATE
CONFLICT ZONES, E.G. AT BUS STOPS.
WHERE ADJACENT TO THE EDGE OF
PAVEMENT, THE BIKE LANE WIDTH
(EXCLUDING THE GUTTER PAN)
SHOULD BE: 5' DESIRED
PLACE BIKE LANE MARKINGS AT THE
BEGINNING OF EACH BIKE LANE
SEGMENT - I.E. AFTER EVERY
INTERSECTION AND MAJOR DRIVEWAY
AND WHERE BIKE LANES END.
CONSIDER ADDITIONAL BIKE LANE
MARKINGS AS NEEDED TO CLEARLY
DELINEATE THE BIKE LANE ON A
CASE-BY-CASE BASIS. DESIRED
SPACING IS 250' IN DOWNTOWN
RALEIGH AND 500' ELSEWHERE.
WHERE ADJACENT TO A PARKING
LANE, THE BIKE LANE WIDTH SHOULD
BE: 5' MINIMUM, 6' DESIRED
REVISIONS NOT TO SCALE
CITY OF RALEIGH
STANDARD DETAIL
DATE: 8/1/19
BIKE LANE SIGNS
AND MARKINGS
B-10.01
CONCURRENT REVIEW APPROVAL
B-10.07
BICYCLE SIGNS
YIELD
R10-15 MODIFIED
R3-17
R3-17bP R4-4
R7-9
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE: 8/1/19 NOT TO SCALEEDGE LINE2'-6'/SP MINI-SKIP LINEWHITELANE LINE4"4"4"WHITE(90 mil)WHITE(120 mil)2'6'B-10.06NORMALWHITE LINE72 INCHES72 INCHES72 INCHES112 INCHES40INCHES72 INCHESBICYCLE MARKING
CITY OF RALEIGH
STANDARD DETAIL
DATE: 8/1/19REVISIONS NOT TO SCALE